HomeMy WebLinkAboutREDLINED PLANS - 23-00908 - Aveyo Solar - AdditionAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Don Allen Don.Allen@rexburg.org 208-372-2174
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : Aveo Solar - Addition
Address : 460 W 4th S
Application Type :
Document Filename : aveosolar.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
T1.2 Free Text Cody Jones : Building Open 2 Listed rated assembly to be specified.
T1.2 Free Text Cody Jones : Building Open 2 Due to having accessible entrances on two different levels,
stairways to meet requirements of Section 1009.
T1.3 Note Cody Jones : Building Open 3 Concealed spaces are fireblocked/draftstopped per Section
718
T1.3 Note Cody Jones : Building Open 3 Landings at doors meet the requirements of IBC Sections
1010.1.5 and 1010.1.6
T1.3 Note Cody Jones : Building Open 3 Exit Lighting and Exit Signs comply with IBC 1008 & 1013
A5.3 Note Cody Jones : Building Open 12 Grip size graspable handrails must comply with IRC 311.7.8.5
Type I or Type II IBC 1014.3
A5.3 Note Cody Jones : Building Open 12 Guard Rail Commercial Minimum 42" IBC 1015.3
A6.2 Note Cody Jones : Building Open 18 Panic Hardware shall be installed as per IBC Section 1010.1.10
G-101 Free Text Cody Jones : Building Open 19 Plans to have Idaho stamp
G-101 Free Text Cody Jones : Building Open 19 Risk category 2?
# 23-00908
Commercial - Addition
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 12.12.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S-101 Note Cody Jones : Building Open 21 Dampproofing/Waterproofing comply with IBC Section 1805
S-201 Free Text Cody Jones : Building Open 22 Any welding is to be special inspected. Special inspector to be
identified.
T1.1 Free Text Alex Owens : Electrical Open 1 No electrical plans provided. Please provide electrical plans
and resubmit for plan review. All electrical work to comply with
2017 NEC.
Report Date: 12.12.2023
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
PROJECT INDEX
TITLE SHEETS
SITE PLANS
FLOOR PLANS
ROOF PLANS
SECTIONS
ELEVATIONS
DETAILS & SCHEDULES
TITLE
FOUNDATION
FLOOR FRAMING
FRAMING
ROOF FRAMING
DETAILS
T1.1
T1.2
T1.3
A1.1
A2.1
A2.2
A2.3
A3.1
A3.2
A5.1
A5.2
A5.3
A4.1
A4.2
A4.3
A4.4
A6.1
A6.2
G-101
G-102
S-101
S-201
S-202
S-301
S-302
S-303
S-401
R-101
TITLE SHEET
CODE SHEETS
GENERAL NOTES
SITE
LOWER LEVEL PLANS
MAIN LEVEL
SECOND LEVEL
ROOF PLANS
ROOF DETAILS
SECTIONS
SECTIONS
SECTIONS
ELEVATIONS
ELEVATIONS
ELEVATIONS
ELEVATIONS
SCHEDULES & DETAILS
WINDOW & DOOR SCHED...
COVER SHEET
GENERAL NOTES
FOUNDATION
MAIN FLOOR FRAMING
SECOND FLOOR FRAMING
BASEMENT FRAMING
MAIN LEVEL FRAMING
SECOND LEVEL FRAMING
ROOF FRAMING
DETAILS
BACK RIGHT BACK LEFT
FRONT RIGHTFRONT LEFT
A CUSTOM REMODEL OF THE FRONTIER PIES BUILDING FOR:
AVEO SOLAR
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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UP
UP
DN
D
N
DN
DW
Tr
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8
2
'
OCCUPANT LOAD AT
BOTTOM OF STAIR: 15
OCCUPANT LOAD:
UPPER FLOOR: 31
MAIN FLOOR: 21
LOWER FLOOR: 24
TOTAL AT EXIT: 75
MIN. WIDTH : 15"
PROVIDED: 72"
PARKING REQ'MTS:
BUSINESS SQUARE FEET: 6767 SF
STALLS (BUSINESS): 21 (20.301)
WOMEN'S
154 sq ft
MEN'S
155 sq ft
OFFICE #4
153 sq ft
OFFICE #3
251 sq ft
OFFICE #2
241 sq ft
OFFICE #1
383 sq ft
CONFERENCE RM
540 sq ft
RECEPTION
280 sq ft
BREAK AREA
99 sq ft
OPEN SPACE
3,999 sq ft
STAIRWELL
151 sq ft
STAIRWELL
162 sq ft
MAIN FLOOR OFFICES
6,767 sq ft
F
OCCUPANT LOAD:
UPPER FLOOR: 0
MAIN FLOOR: 28
LOWER FLOOR: 0
TOTAL AT EXIT: 28
MIN. WIDTH: 5.6"
PROVIDED: 72"
DN UP
DO
W
N
UP
Tr
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Di
s
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a
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=
11
2
'
OCCUPANT LOAD AT
TOP OF STAIR: 16
OCCUPANT LOAD AT
TOP OF STAIR: 15
PARKING REQ'MTS:
BUSINESS SQUARE FEET: 2992 SF
STALLS (BUSINESS): 9 (8.976)
STAIRWELL
156 sq ft
OFFICE #15
170 sq ft
OFFICE #14
188 sq ft
OFFICE #5
154 sq ft
OFFICE #6
160 sq ft
OFFICE #7
153 sq ft
OFFICE #8
150 sq ft
OFFICE #9
219 sq ftOFFICE #13
180 sq ft
OFFICE #12
180 sq ft
OFFICE #11
308 sq ft OFFICE #10
222 sq ft
CONF. RM.
373 sq ft
STAIRWELL
147 sq ft
SECOND FLOOR OFFICES
2,992 sq ft
CORRIDOR
436 sq ft
UP
UP
UP
UP
Tr
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Di
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=
75
'
Tr
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Di
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=
74
'
Tr
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Di
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a
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e
=
50
'
Travel Distance= 62'
OCCUPANT LOAD:
LOWER FLOOR: 24
TOTAL AT STAIR: 24
OCCUPANT LOAD:
LOWER FLOOR: 15
TOTAL AT EXIT: 15
PARKING REQ'MTS:
STORAGE SQUARE FEET: 5717 SF
STALLS (WAREHOUSE): 2 (1.143)
BASEMENT STORAGE
5,717 sq ft
STORAGE
2,091 sq ft
STORAGE
886 sq ft
STORAGE
1,522 sq ft
MENS
139 sq ft
WOMENS
134 sq ft
MECH.
60 sq ft
MECH.
132 sq ft
STAIRWELL
68 sq ft
STAIRWELL
305 sq ft
STAIRWELL
220 sq ft
MAIN LEVEL CODE DATA
1/16" = 1'-0"
SECOND LEVEL CODE DATA
1/16" = 1'-0"
BASEMENT LEVEL CODE DATA
1/16" = 1'-0"
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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18" GRAB BAR
42" GRAB BAR
39
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33"-
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18
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12"
39" - 41"
42" TO NEAREST
OBSTRUCTION
18"
12"36" GRAB
BAR
FLUSH HANDLE SHALL BE
LOCATED ON OPEN SIDE OF
WATER CLOSET
GRAB BARS
LAVATORY
34
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SUPPLY & DRAIN
PIPING
30"x48"
CLEAR
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SPACE 19
"
MA
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MIRROR
TO REFLECTIVE
SURFACE
TOILET ACCESSORIES
1
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TOILET TISSUE
DISPENSER
OPTION 'A'OPTION 'B'
7"-9"7"-9"
TOILET TISSUE DISPENSER
(2) OPTIONS
ACCESSIBILITY STANDARDS
TOWEL
DISP.SOAP
DISP.
COAT
HOOK
SERIES 812 GRAB BAR, 1 1/2" DIA. x 42", CONCEALED MOUNTING WITH
ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD
STAINLESS STEEL.
SERIES 812 GRAB BAR, 1 1/2" DIA. x 18", CONCEALED MOUNTING WITH
ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD
STAINLESS STEEL.
SERIES 812 GRAB BAR, 1 1/2" DIA. x 36", CONCEALED MOUNTING WITH
ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD
STAINLESS STEEL.
NOTE: MODEL NUMBERS ARE BASED ON WASHROOM ACCESSORIES AS
MANUFACTURED BY BRADLEY CORP., WASHROOM ACCESSORIES.
T1
T2
T3
T4
T5
T6
WASHROOM ACCESSORY SCHED.
SERIES 747 1/4" FLOAT GLASS MIRROR, 24" x 36", WITH CLIP FASTENERS,
FINISH TO BE MANUFACTURER'S STANDARD
T4
SERIES 250-15 MULTI-FOLD PAPER TOWEL DISPENSER, 11" x 15 1/2",
CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE
MANUFACTURER'S STANDARD
T5
SERIES 6562 LIQUID SOAP DISPENSER, 4 3/4" x 8 1/4", PUSH IN VALVE,
CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE
MANUFACTURER'S STANDARD
T6
T7 SERIES 9134 COAT AND ROBE HOOK, 2" x 6", CONCEALED MOUNTING WITH
ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD T7
MARK DESCRIPTION
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TYP. ADA DETAILS
N.T.S.
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PROJECT NO:
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DRAWN BY:
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COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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OVERHEAD POWEROVERHEAD POWER
8.1
8.2
8.38.3
8.4
8.58.58.5
8.6
8.10
8.8
8.8 8.6
1 2 3 4 5 6
7
8
9 10
11
12 1314151617
33
19 20 21 22 23 24 25 26 27 28
29
30
31
32
18
10' FRONT
10'
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'
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ST W
EXISTING
STRUCTURE
460 W 4TH S
25'-3"18'20'71'-10"100'-5"
68'-10"
1'-6"
34'
20'
20'
8'-6"18'
14'-7"
OVERHEAD POWEROVERHEAD POWER
8.7
8.12
8.12
8.11
8.11
8.11
8.10
8.2
8.17
8.17
8.17
8.16
8.15
8.14
8.13
8.18
PUBLIC WAY
SETBACK
PER 6.01.060
L
W
4
T
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S
S 5TH
ST W
EXISTING
STRUCTURE
PR
O
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D
AD
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V
E
L
O
P
E
1 2 3 4 5 6
7
8
9
10
11
12
13
14
15
16
17
33
19
20
21
22 23 24 25 26 27 28 29 30 31
32
18
460 W 4TH S
EXISTING
STRUCTURE
34
35
36
KEYED NOTES
8.1 INDICATES EXISTING STONES AND
BOULDERS TO BE REMOVED OR
RECONFIGURED TO REFLECT THE
LANDSCAPING PLAN DEVELOPED
B.O.
8.2 EXISTING SIGN TO REMAIN.
GRANDFATHERED FROM
PREVIOUS BUSINESS.
8.3 EXISTING FIRE HYDRANT TO
REMAIN, PROTECT DURING
CONSTRUCTION.
8.4 EXISITNG BEAM ANCHOR
FOOTING TO REMAIN, PROTECT
DURING CONSTRUCTION
8.5 EXISITING SIDEWALK TO REMAIN.
8.6 EXISTING TRANSFORMER TO
REMAIN, PROTECT DURING
CONSTRUCTION.
8.7 EXISTING RAMP WITH DRAINAGE
TO REMAIN FOR LOADING/
UNLOADING.
8.8 THIS SPACE DESIGNATED FOR
SNOW STORAGE.
8.10 EXISTING FENCE TO REMAIN
8.11 EXISTING ADA SIDEWALK RAMP
ACCESS TO REMAIN.
8.12 NEW ADA RAMP (1:12 MAX) AND 60"
LANDING.
8.13 (2) 2" WATER LINES, METERED
SEPERATELY. FIELD VERIFY AND
RELOCATE MANHOLE AS
REQUIRED TO COMPLY WITH CITY
ORDINANCES.
8.14 8" WATER LINE FOR NEIGHBORING
BUILDING, FIELD VERIFY
LOCATION AND RELOCATE
MANHOLE AS REQUIRED TO
COMPLY WITH CITY ORDINANCES.
8.15 EXISTING STORM DRAINAGE
SYSTEM FOR PARKING LOT TO
REMAIN. PROTECT DURING
CONSTRUCTION.
8.16 EXISTING SANITARY SEWER TO
REMAIN, APPROXIMATE DEPTH IS
14', VERIFY WITH CITY, AND
COMPLY WITH CITY TIE-IN
REQUIREMENTS IF NEEDED.
8.17 EXISTING MANHOLE TO REMAIN,
LOCATION IS APPROXIMATE, FIELD
VERIFY.
8.18 EXISTING BELOW GRADE POWER
SUPPLY, COORDINATE WITH
UTILITY FOR RELOCATION IF
REQ'D.NORTH
0 20'50'100'EXISTING SITE PLAN
1" = 50'
NORTH
0 30'60'FINAL SITE PLAN
1" = 30'
NORTH
0 10'20'40'PROPOSED LANDSCAPING
1" = 20'
PARKING REQUIREM ENTS: (SEE CODE SHEET FOR CALCS)
WAREHOUSE (STORAGE, .2/1000): 1
BUSINESS (GENERAL 3/1000): 32
TOTAL: 33
NOTE: TOTAL STALLS INCLUDES 2 ADA STALLS AT AN
ACCESSIBLE ENTRANCE.
NOTE: STALLS 19 - 33 ARE SHARED STALLS, TYPICALLY
AVAILABLE DURING BUSINESS HOURS.
SETBACK REQUIREMENTS:
ZONE: CBC
FRONT YARD: 10' FROM R.O.W.
SIDE: NOT REQ'D
REAR: NOT REQ'D
NOTE: IN EXCHANGE FOR LANDSCAPING AND
MAINTAINING THE PUBLIC PROPERTY ABBUTTING
THE PROPERTY IMMEADIATELY TO THE SOUTH,
THE CITY HAS AGREED TO ALLOW THE PROPERTY
OWNER TO UTILIZE IT AS IF AMMENDED TO THEIR
LOT, BUT WITHOUT OWNERSHIP.
LANDSCAPING PLAN NOTE:
THE LANDSCAPING PLAN IS STILL BEING
DEVELOPED BY MD LANDSCAPING. THIS
PRELIMINARY PLAN IS PROVIDED TO SHOW THE
INTENT OF COMPLIANCE WITH ALL CITY
LANDSCAPING, AND TO ILLUSTRATE THAT THE
BUILDING OWNERS INTEND TO BEAUTIFY AND
IMPROVE THE SHARED LAND SOUTH OF THE NEW
CONSTRUCTION.
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PROJECT NO:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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UP
UP
UP
UP
2
A
A
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1
18'-101/2"7'-53/8"
1'
3'-31/2"91/4"
3'
1'
7'-23/4"
13
'
-
2
1/
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"
13
'
-
1
0
"
3'
-
2
1/
8
"
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.3
1.2
1.10
1.10
1.7
1.131.131.131.131.131.13
L2
L2
L2
L2
L2
L2
L2
EXISTING DOOR TO REMAIN
EXISTING DOOR TO REMAIN
UL U301 WALL, 2 HOUR
RATED, CONT. TO
CONC. ABOVE
UL U301 WALL, 2 HOUR
RATED, CONT. TO CONC.
ABOVE
2 HR. CMU CONSTRUCTION TO REMAIN
2 HR. CMU CONSTRUCTION
TO REMAIN
2 HR. CMU CONSTRUCTION
TO REMAIN
1.1
1.211.21
1.20
1.20
1.20
1.20
1.20
EXISTING
DOOR TO
REMAINSTORAGE
2,089 sq ft
H: 156"
STORAGE
1,608 sq ft
H: 120"
STORAGE
61 sq ft
H: 120"MECH.
132 sq ft
H: 120"
FOYER
305 sq ft
H: 120"
STORAGE
888 sq ft
H: 120"
MEN
91 sq ft
H: 120"
WOMEN
84 sq ft
H: 120"
FOYER
225 sq ft
H: 120"
1/A4.1
1/A4.2
1/
A4
.
4
1/
A5
.
1
1/
A5
.
1
2/A5.1 2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
3
3
1/
A5
.
2
1/
A5
.
2
SHWR
38 sq ft
H: 120"
SHWR
36 sq ft
H: 120"
1
1.11.11.11.1
1.3
1.131.13
1/
A4
.
3
UP
13
'
-
2
1/
2
"
13
'
-
1
0
"
3'
-
2
1/
8
"
2.1
2.1
2.1
2.1
2.3
2.4
2.5
2.52.5
2.62.6
2.7
2.8
2.2
2.2
2.22.2
2.2
2.2
2.2
2.22.22.2
2.2
2.2
2.2
SHEET NOTES
1.1 INTERIOR FINISHES
INTERIOR FINISHES AS
SPECIFIED BY OWNER.
PROVIDE SAMPLES AND
ALTERNATIVES FOR
SELECTION PRIOR TO
PURCHASE/ORDER.
1.2 GUARD RAIL
INDICATES 42" GUARD RAIL.
COMPLY WITH IBC 1015
1.3 HANDRAIL
STEEL HANDRAIL AT 36" FROM
FLOOR, COMPLY WITH IBC
1014.
1.7 CONCRETE WALL
INDICATES TOP OF CONCRETE
WALL AT MAIN FLOOR LEVEL
IN STAIRWELL. PROVIDE
CASEWORK TRIM FOR LEDGE.
SECURE HANDRAILS TO
CONCRETE AS REQ'D.
1.10 BATHROOM STALLS
INDICATES PRIVACY
SCREENING AT ALL PLUMBING
FIXTURES. STYLE, COLOR,
AND TYPE AS SELECTED BY
OWNER. PROVIDE SAMPLES
FOR SELECTION.
1.13 PLUMBING FIXTURES
PLUMBING FIXTURES AS
SELECTED BY OWNER.
1.20 NEW COLUMN
NEW COLUMN, SEE
STRUCTURAL DRAWINGS FOR
SIZE AND SECUREMENT.
1.21 COLUMN IN WALL
NEW COLUMN IN WALL, SEE
STRUCTURAL DRAWING FOR
SIZE AND SECUREMENT,
COVER WITH SHEETROCK.
2.1 EXISTING COLUMN
EXISTING TIMBER COLUMN TO
REMAIN, PROTECT DURING
CONSTRUCTION.
2.2 EXISTING WALL
EXISTING WALL TO REMAIN.
CLEAN SURFACES AND PATCH
AS REQUIRED. PREPARE FOR
NEW FINISHES AS REQUIRED.
2.3 EXISTING STAIR
EXISTING STAIR TO REMAIN,
PROVIDE HAND RAIL AS
REQUIRED.
2.4 EXISTING DOOR/
WINDOW
EXISTING WINDOW OR DOOR
TO REMAIN, PROTECT DURING
CONSTRUCTION, PREPARE
FOR NEW FINISHES AS
REQUIRED.
2.5 NEW DOOR OPENING
CUT NEW DOOR OPENING,
REINFORCE HEADER WITH
STEEL CHANNEL AT BOTH
SIDES, CUT INTO WALL
SURFACE AND BOLTED
THROUGH WALL.
2.6 REMOVE PLUMBING &
FIXTURES
CUT AND REMOVE BATHROOM
FLOOR TO ACCESS BELOW
GRADE PLUMBING. VERIFY
THAT PLUMBING IS INTACT
AND REROUTE AS REQUIRED
TO ACCOMMODATE NEW
DESIGN.
2.7 PLUMBING ACCESS
TRENCH
INDICATES POSSIBLE
LOCATION OF ACCESS
TRENCH TO BE CUT INTO
EXISTING CONCRETE. FIELD
VERIFY AND CUT IN A
LOCATION SO AS TO CAUSE
THE LEASE POSSIBLE
MODIFICATION.
2.8 EXISTING RAMP & DOOR
INDICATES EXISTING RAMP
AND DOOR TO REMAIN,
PROTECT DURING
CONSTRUCTION. REPAIR AS
REQ'D AND PREPARE FOR
NEW FINISHES.
NORTH
0 4'8'16'BASEMENT LEVEL PLAN
1/8" = 1'-0"
NORTH
0 4'8'16'BASEMENT LEVEL DEMOLITION
1/8" = 1'-0"
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PROJECT NO:
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202314
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DRAWN BY:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
UP
UP
1'-6"
16'-6"20'40'-2"31'-3"
5'
5'
5'
8'
5'
10
'
10
'
5'
9'
-
6
"
5'
-
6
"
8'-6"
8'22'-6"5'-3"5'-3"10'10'
6'30'-6"10'-6"20'
67'
1'
-
6
"
6'
10
'
18
'
20
'
20
'
8'
-
6
"
84
'
16'-6"5'-4"11'-15/8"18'-43/8"3'-5"3'-5"18'-61/2"
8'
-
6
1/
2
"
5'
-
9
1/
2
"
8'
-
8
1/
2
"
3'
-
6
1/
4
"
4'
-
7
1/
2
"
8'-9
1/2"
7'-7
3/8"
13'-
1
0
1/2"
13'-7"
1
3
'
-
6
1/
2
"
3'
-
1
0
1/
2
"
7'-1/4"
4'-2 3/8"
109'-5"
2
8
'
-
2
1/
8
"
3'17'14'-10"6'-10"18'-6"11'-4"19'-11"D
DN
D
N
DN
8
B
B
C
B
B
B
7
6
Z1
5
3
Z1
Z1
Z1
Z1
Z1
4
4
Z1
4
Z1
4
3
E F
3
DW
17'-3"
17'-3"
1/A4.1
1/A4.2
1/
A4
.
4
1/
A5
.
1
1/
A5
.
1
2/A5.1 2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
1.20
1.20
1.21 1.21
1.21
1.21
1.21
1.21 1.21
OFFICE
383 sq ft
H: 109 3/4"
OFFICE
241 sq ft
H: 109 3/4"
OFFICE
251 sq ft
H: 109 3/4"
OFFICE
153 sq ft
H: 109 3/4"
MEN'S
158 sq ft
H: 109 3/4"
WOMEN'S
154 sq ft
H: 109 3/4"
F
1/
A5
.
2
1/
A5
.
2
36'-6"9'-61/2"20'15'-5"
14
'
-
3
"
16
'
-
5
3/
4
"
17
'
-
1
0
1/
2
"
19
'
-
3
1/
4
"
11
'
-
1/
4
"
8'
-
1
0
1/
2
"
6'
-
8
1/
2
"
5'-6"12'5'-1/2"12'
1'-111/2"
1/
A4
.
3
2.1
2.1
1.3
1.3
1.3
1.2
1.3
1.6
1.2
1.2
1.2
2.1
2.1
1.2
1.6
1.6
1.6
1.2
1.4
1.5
1.4
1.5
1.4
1.5
2.4
2.4
2.4
2.4
2.4
1.7 1.7
1.81.8
1.91.9
1.1
1.1
1.1
1.1
1.1
1.1 1.1
1.10
1.11
1.121.10
1.131.131.131.131.131.131.131.13
1.13
1.141.14
1.15
1.15
1.13
1.6
1.1
1.16
1.16 1.16
1.16
1.16
1.16
1.16
1.16
1.16
OPEN TO BELOW
1.21
1.22
1.21
1.21
DN
2.1
2.12.1
2.1
2.2
2.2
2.2
2.10
2.10
2.10
2.10
2.9
2.9
2.9
2.92.3
2.4
2.4
2.9
2.11
1.21
OFFICE
383 sq ft
H: 109 3/4"
OFFICE
241 sq ft
H: 109 3/4"
OFFICE
251 sq ft
H: 109 3/4"
OFFICE
153 sq ft
H: 109 3/4"
MEN'S
158 sq ft
H: 109 3/4"
WOMEN'S
154 sq ft
H: 109 3/4"
OPEN TO BELOW
KEYED NOTES
1.1 INTERIOR FINISHES
INTERIOR FINISHES AS SPECIFIED
BY OWNER. PROVIDE SAMPLES
AND ALTERNATIVES FOR
SELECTION PRIOR TO PURCHASE/
ORDER.
1.2 GUARD RAIL
INDICATES 42" GUARD RAIL.
COMPLY WITH IBC 1015
1.3 HANDRAIL
STEEL HANDRAIL AT 36" FROM
FLOOR, COMPLY WITH IBC 1014.
1.4 CONCRETE TREAD
CONCRETE PRE-FAB STAIR
TREAD, WELDED TO ANGLE IRON
SUPPORT AT STAIR STRINGER.
COMPLY WITH IBC 1011
1.5 STEEL STAIR
STEEL STAIR STRINGERS AND
STRUCTURE TO BE DESIGNED
B.O., PROVIDE SHOP DRAWINGS
FOR APPROVAL PRIOR TO
MANUFACTURE.
1.6 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
1.7 CONCRETE WALL
INDICATES TOP OF CONCRETE
WALL AT MAIN FLOOR LEVEL IN
STAIRWELL. PROVIDE CASEWORK
TRIM FOR LEDGE. SECURE
HANDRAILS TO CONCRETE AS
REQ'D.
1.8 TIMBER BRACING
INDICATES TIMBER ANGLE
BRACING FOR ROOF SUPPORT.
PROVIDE STRUCTURAL BLOCKING
IN WALL, ANCHORED TO
FOUNDATION PER STRUCTURAL
DWGS.
1.9 STRUCTURAL BLOCKING
INDICATES STRUCTURAL
BLOCKING FOR TIMBER
REINFORCMENT.
1.10 BATHROOM STALLS
INDICATES PRIVACY SCREENING
AT ALL PLUMBING FIXTURES.
STYLE, COLOR, AND TYPE AS
SELECTED BY OWNER. PROVIDE
SAMPLES FOR SELECTION.
1.11 BREAKROOM CASEWORK
ALL CASEWORK AND FIXTURES TO
BE APPROVED AND SELECTED BY
OWNER. CONTRACTOR TO
PROVIDE FINISH AND MATERIAL
SELECTIONS FOR APPROVAL
PRIOR TO ORDERING.
1.12 FUTURE EGRESS DOOR
INDICATES DOOR OPENING FOR
FRAMING ONLY. NO DOOR IS TO
BE INSTALLED UNLESS ADEQUATE
LANDING IS CONSTRUCTED OVER
STORAGE ACCESS BELOW.
1.13 PLUMBING FIXTURES
PLUMBING FIXTURES AS
SELECTED BY OWNER.
1.14 GRAB BAR BLOCKING
PROVIDE BLOCKING IN WALL FOR
PLUMBING GRAB BARS, TYP. AT
ALL LOCATIONS.
1.15 TIMBER TRIM
INDICATES TIMBER TRIM
SECURED TO WALL FRAMING (SEE
ELEVATIONS)
1.16 EXISTING STRUCTURAL BEAM
INDICATES EXISTING
STRUCTURAL BEAM, REDUCED OR
NO HEADROOM WHERE LINE TYPE
IS SOLID. MAY REQUIRE
MODIFICATION OF FRAMING TO
POCKET BEAM. FIELD VERIFY.
1.19 OPEN TO BELOW
1.20 NEW COLUMN
NEW COLUMN, SEE STRUCTURAL
DRAWINGS FOR SIZE AND
SECUREMENT.
1.21 COLUMN IN WALL
NEW COLUMN IN WALL, SEE
STRUCTURAL DRAWING FOR SIZE
AND SECUREMENT, COVER WITH
SHEETROCK.
1.22 SERVICE SINK & JANITOR
PROVIDE SERVICE SINK IN
JANITORS CLOSET
2.1 EXISTING COLUMN
EXISTING TIMBER COLUMN TO
REMAIN, PROTECT DURING
CONSTRUCTION.
2.2 EXISTING WALL
EXISTING WALL TO REMAIN.
CLEAN SURFACES AND PATCH AS
REQUIRED. PREPARE FOR NEW
FINISHES AS REQUIRED.
2.3 EXISTING STAIR
EXISTING STAIR TO REMAIN,
PROVIDE HAND RAIL AS
REQUIRED.
2.4 EXISTING DOOR/WINDOW
EXISTING WINDOW OR DOOR TO
REMAIN, PROTECT DURING
CONSTRUCTION, PREPARE FOR
NEW FINISHES AS REQUIRED.
2.9 EXISTING WALL TO BE REMOVED
INDICATES EXISTING WALL TO BE
REMOVED. PROVIDE TEMPORARY
BRACING TO SUPPORT EXISTING
FLOOR
2.10 EXISTING WINDOW
CAREFULLY REMOVE AND RETAIN
EXISTING WINDOWS
2.11 EXISTING OPENING
INDICATES EXISTING OPENING TO
BELOW. GUARD RAIL & STAIRS
HAVE BEEN REMOVED. PREPARE
FOR INSTALLATION OF NEW
RAILING AND STAIRCASE.
NORTH
0 4'8'16'MAIN LEVEL PLAN
1/8" = 1'-0"NORTH
0 4'8'16'MAIN LEVEL DEMOLITION
1/8" = 1'-0"
COT
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Sh
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PROJECT NO:
IUW
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202314
2023
DRAWN BY:
CHECKED BY:
COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
CO
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5
2
4
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12/6/23
DN UP
DO
W
N
UP
D
G
B
B
C
B
B
B
E F
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2Z2
3
D
1/A4.1
1/A4.2
1/
A4
.
4
1/
A5
.
1
1/
A5
.
1
2/A5.1 2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
8'
-
6
"
14'7'-93/4"5'-81/4"9'5'-3"5'-3"10'10'
5'
3'
7'
3'
5'
5'
10
'
10
'
5'
5'
4'
-
6
"
5'
-
6
"
1'
-
6
"
6'
8'
10
'
10
'
20
'
10
'
10
'
8'
-
6
"
84
'
1'-6"
6'15'-93/4"14'-81/4"10'-6"20'
68'-6"
16'-6"3'17'1'-6"
36'-6"
38'
24'
24
'
15
'
-
6
"
14
'
6'
13
'
-
6
"
9'
-
7
3/
8
"
9'
-
7
3/
8
"
10
'
-
3
"
10
'
-
2
5/
8
"
8'
-
3
3/
4
"
18'4'-91/4"14'-23/4"
1.21
1.21
1.21
1.21
1.21
1/
A5
.
2
1/
A5
.
2
1/
A4
.
3
1.17
1.17
1.17
1.1
1.1
1.1
1.1
1.1
1.1
1.18
1.18
1.18
1.18
1.181.18
1.18
1.18
1.18
1.18
1.18
1.2
1.2
1.21.2
1.3
1.3
1.4
1.4
1.5
1.5
1.6
1.6
1.6
1.8
1.9
1.8
1.9
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
1.21
2.12
2.12
2.12
2.12 2.12
2.13
2.132.13
2.13
2.13
2.13
2.13
2.13
2.13
2.13
2.13
2.13
2.14
2.14
2.14
2.14
2.14
2.152.15
2.15
2.15
2.15
2.15
2.15
KEYED NOTES
1.1 INTERIOR FINISHES
INTERIOR FINISHES AS SPECIFIED
BY OWNER. PROVIDE SAMPLES
AND ALTERNATIVES FOR
SELECTION PRIOR TO PURCHASE/
ORDER.
1.2 GUARD RAIL
INDICATES 42" GUARD RAIL.
COMPLY WITH IBC 1015
1.3 HANDRAIL
STEEL HANDRAIL AT 36" FROM
FLOOR, COMPLY WITH IBC 1014.
1.4 CONCRETE TREAD
CONCRETE PRE-FAB STAIR
TREAD, WELDED TO ANGLE IRON
SUPPORT AT STAIR STRINGER.
COMPLY WITH IBC 1011
1.5 STEEL STAIR
STEEL STAIR STRINGERS AND
STRUCTURE TO BE DESIGNED
B.O., PROVIDE SHOP DRAWINGS
FOR APPROVAL PRIOR TO
MANUFACTURE.
1.6 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
1.8 TIMBER BRACING
INDICATES TIMBER ANGLE
BRACING FOR ROOF SUPPORT.
PROVIDE STRUCTURAL BLOCKING
IN WALL, ANCHORED TO
FOUNDATION PER STRUCTURAL
DWGS.
1.9 STRUCTURAL BLOCKING
INDICATES STRUCTURAL
BLOCKING FOR TIMBER
REINFORCMENT.
1.17 RECESSED LIGHT WELL
INDICATES NEW RECESSED LIGHT
CHAMBER, CENTERED ABOVE
WINDOWS.
1.18 GLASS WALL SYSTEM
GLASS WALL SYSTEM WITH
SLIDING OFFICE DOOR. NOT
INCLUDED IN WINDOW/DOOR
SCHEDULE, TO BE SELECTED &
SPECIFIED BY CONTRACTOR OR
OWNER.
1.19 OPEN TO BELOW
1.21 COLUMN IN WALL
NEW COLUMN IN WALL, SEE
STRUCTURAL DRAWING FOR SIZE
AND SECUREMENT, COVER WITH
SHEETROCK.
2.12 REMOVE EXISTING STRUCTURE
REMOVE EXISTING ROOF
STRUCTURE BETWEEN MAJOR
GLULAM BEAMS. PROVIDE
TEMPORARY BRACING IF
REQUIRED TO ENSURE
STRUCTURAL STABILITY DURING
CONSTRUCTION.
2.13 EXISTING BEAM TO REMAIN
EXISTING STRUCTURAL BEAM TO
REMAIN. LEAVE FLASHING IF
POSSIBLE, BUT IF FLASHING MUST
BE REMOVED, RETAIN IT FOR
REINSTALLATION. PROTECT BEAM
DURING CONSTRUCTION AND
PREPARE FOR NEW
CONSTRUCTION.
2.14 EXISTING ROOF COVERINGS
INDICATES EXISTING ASPHALT
SHINGLES. INSPECT FOR DECAY
AND LEAKS. REPAIR AND REPLACE
SHINGLES AS REQ'D. CUT BACK
FROM INTERSECTION WITH NEW
CONSTRUCTION. PROVIDE
FLASHINGS AS REQ'D.
2.15 HVAC EQUIPMENT
INDICATES EXISTING HVAC
EQUIPMENT AND DUCTWORK.
HVAC IS TO BE DESIGN-BUILD.
VERIFY WITH CONTRACTOR
ABOUT RE-USE OF EQUIPMENT.
NORTH
0 4'8'16'ROOF PLAN DEMOLITION
1/8" = 1'-0"NORTH
0 4'8'16'SECOND LEVEL PLAN
1/8" = 1'-0"
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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1
A3.1
2
A3.1
3
A3.1
1
A3.2
3
A3
.
2
2
A3.1
1
A3
.
1
1/A4.1
1/A4.2
1/
A4
.
4
1/
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1
1/
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1
2/A5.1 2/A5.1
1/
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3
1/
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3
2/A5.3 2/A5.3
4.16
4.16
4.16
4.16
4.16
4.16
4.3
4.3
4.3
4.4
4.4
4.4
4.4 4.5
4.5
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.8
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9 4.10
4.10
4.10
4.10
4.10
4.10
4.10
4.10
4.10
4.11
4.12
4.12
4.13
4.14
4.14
4.14
4.17
4.17
(SI
M
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)
(SI
M
.
)
1/
A5
.
2
1/
A5
.
2
1/
A4
.
3
4
A3
.
1
5
A3
.
1
2
A3.1
2
A3
.
1
2
A3.1
2
A3
.
1
2
A3
.
1
2
A3.1
2
A3.1
1
A3.1
4
A3
.
1
4
A3.2
2
A3.2
2
A3
.
2
2
A3
.
2
4.11
4.11
4.11
4.14
4.5
4.15
4.15
HOT-AIR WELD
SEAM CAULK
BONDING ADHESIVE
1/2" GYPSUM SHEATHING
(DENS-DECK)
NEW PLYWOOD SHEATHING
AS OCCURS PER STRUCT.
DRAWINGS
EXIST. WOOD DECK
INTO DECK @ 12" O.C.
HALF SHEET
PVC MEMBRANE
60 MIL PVC MEMBRANE
PLATE AND SCREW
1/
2
"
3"
FIELD VERIFY SIZE
3-
1
/
2
"
PLYWOOD DECK
VAPOR RETARDER
SIDING SYSTEM
OVER DRAINAGE
MAT & SHEATHING
5/8" EXT. PLYWOOD
CONT. 22 GA. G.I. CLIP
FASTEN AT 16" O.C.
60 MIL. PVC MEMBRANE SET IN
BONDING ADHESIVE
SCREW & FASTENING
PLATE AT 8" O.C.
SPLICE ADHESIVE
6" WIDE REINFORCED
PVC MEMBRANE
60 MIL PVC MEMB.
PREFINISHED 24 GA. G.I.
METAL CAP - FASTEN
AT 12" O.C. w/ SCREW
& NEOPRENE WASHER
GRAVEL STOP - NAIL FLANGE
60 MIL. PVC MEMBRANE
HALF SHEET
1/2" GYPSUM SHEATHING
(DENS-DECK)
CONT. TREATED WD. BLOCK'G
22 GA. G.I. METAL CLIP
FASTENED 4" O.C.
WOOD DECK
SEAM CAULK - TYP.
PVC MEMBRANE COMPLETELY
HOT-AIR WELDED
AT 3" O.C. STAGGERED
24 GA. PVC COATED METAL
INTEGRAL FLANGE - FASTENED
AT 12" O.C.
SEALANT
60 MIL. PVC MEMBRANE
HALF SHEET
1/2" GYPSUM SHEATHING
(DENS-DECK)
GUTTER SPACER & GUTTER SCREEN
CONT. TREATED WD. BLOCK'G
TERMINATION BAR W/ DRIP
GUTTER WITH CONTINUOUS
FASTENED 6" O.C.
EXIST. WOOD DECK
11/
2
"
01/
2
"
1"
01/2"
3
1
/
2
"
WOOD DECK
SPLICE ADHESIVE
PREFINISHED 24 GA. G.I. SURFACE
APPLIED REGLET - ATTACH W/
EXPANSION ANCHOR & NEOPRENE
WASHER AT 12" O.C.
6" WIDE REINFORCED PVC
MEMBRANE
60 MIL PVC MEMBRANE
SET IN BONDING ADHESIVE
PVC MEMBRANE SET IN
BONDING ADHESIVE
SCREW & FASTENING
PLATE AT 8" O.C.
PREFINISHED 26 GA. G.I.
COUNTER FLASHING - ATTACH TO
REGLET WITH SCREW & NEOPRENE
WASHER AT 12" O.C.
3/4" BACKER ROD W/ SEALANT
TOOLED TO DRAIN
1/2" GYP. BD.
VAPOR RETARDER
WALL SURFACE
12
"
MI
N
.
1 1/2
"
1/4
"
1/2"
1 1/2"
1/2"
EXISTING ROOF & FLASHING
EXISTING GLB
ROOF FRAMING PER ENG.
INSULATION NOT SHOWN
ZEE CLOSURE
BUTYL TAPE PER MFR.
SEALANT PER MFR. APPLIED
TO ENDS OF ZEE CLOSURE INSTALLATION NOTE: CLOSE HEM
OF PANELS WITH DUCK BILLS TO
ALLOW NOTCHED ZEE CLOSURE
TO FIT TIGHTLY TO PANEL
FIELD NOTCH ZEE CLOSURE AT RIB
SECTION Y-Y
INT. FINISHES
CONT. 22 GA. CLIP
Y
Y
PREFIN "Z" CLOSURE FIELD
CUT TO FIT BETWEEN RIBS
BITUTHANE UNDERLAYMENT
CONT. BUTYL TAPE PER MFR.
FASTENER w/NEOPRENE
WASHER PAINTED AT RIBS
AND BETWEEN RIBS PER MFR.
FASTENERS PER MFR.
CONT. 22 GA. CLIP
WOOD LEDGER
PRE-FINISHED
24 GA. METAL
FASCIA PANEL
18 GA. CONT. PANEL END
SUPPORT CLIP
PRE-FINISHED
24 GA. METAL
FLASHING
KEYED NOTES
4.3 EDGE FLASHING
PREFINISHED STEEL FLASHING
ALONG ROOF EDGES. COLOR AS
SELECTED BY OWNER.
4.4 DRIP EDGE
PREFINISHED STEEL DRIP EDGE
FLASHING ALONG ROOF EAVE.
COLOR AS SELECTED BY OWNER.
4.5 RIDGE FLASHING
PREFINISHED STEEL RIDGE
FLASHING ALONG ROOF RIDGE.
COLOR AS SELECTED BY OWNER.
4.6 BEAM FLASHING
PREFINISHED STEEL FLASHING
ALONG TOP OF BEAMS. EVALUATE
EXISTING FLASHING, AND
REPLACE AS NECESSARY. COLOR
AS SELECTED BY OWNER.
4.8 STEEL WALL FLASHING
PREFINISHED WALL FLASHING
INSTALLED ALONG WALL,
PROVIDE KICKOUT FLASHING AT
EAVE, TYP.
4.9 PARAPET CAP FLASHING
PREFINISHED PARAPET CAP
FLASHING AT TOP OF PARAPET,
SLOPE TOWARD ROOF. COLOR AS
SELECTED BY OWNER.
4.10 PARAPET BASE FLASHING
PVC WELDED FLASHING AT BASE
OF PARAPET, MEMBRANE UP
PARAPET WALL TO BE FULLY
ADHERED BY ADHESIVE OR HOOK
& LOOP.
4.11 VERTICAL OFFSET OF VENEER
OFFSET WALL VENEER
FINISHINGS FROM ROOF
SURFACE 8" MIN. PROVIDE
FLASHINGS AS REQUIRED.
PROVIDE ANGLE IRON SECURED
TO WALL FRAMING TO SUPPORT
STONE VENEER. ENSURE CAVITY
DRAINAGE IS NOT RESTRICTED.
4.12 GUTTER
PROVIDE SCREENED ROOF
GUTTER ALONG EAVE WITH
DOWNSPOUTS TO ROOF BELOW.
PROVIDE HEAT TAPE IN GUTTER &
DOWNSPOUTS TO PREVENT
ICING. SECURE TO EAVE
FRAMING.
4.13 WALL BELOW
INDICATES APPROXIMATE
LOCATION OF WALL FRAMING
BELOW.
4.14 BEAM
INDICATES LOCATION OF BEAM TO
SUPPORT ROOF FRAMING, SEE
ROOF FRAMING PLAN FOR SIZE &
TYPE.
4.15 BEAM SUPPORT
INDICATES LOCATION OF
SUPPORT BEAM CONNECTED TO
WALL FRAMING BELOW. PROVIDE
ANCHORAGE BLOCKING AS
REQUIRED TO SUPPORT ROOF
FRAMING, SEE ROOF FRAMING
PLAN FOR SIZE & TYPE.
4.16 EXISTING ROOF
INSPECT EXISTING ROOF
SURFACES AND REPLACE IF
NECESSARY. PROVIDE ICE/WATER
SHIELD UNDERLAYMENT OVER
ENTIRE SURFACE OF SLOPED
AREA, AND VERIFY THAT
FLASHING AT BEAMS ARE IN GOOD
REPAIR. REPLACE IF NECESSARY.
4.17 SOLAR PANELS
POSSIBLE LOCATION FOR SOLAR
PANEL RANGE. DESIGN B.O., FIELD
VERIFY LOCATION AND ENSURE
SOLID BLOCKING IS PROVIDED AS
REQUIRED FOR FRAME SUPPORT.
ENSURE THAT FRAME
SECUREMENT IS APPROPRIATELY
FLASHED AND BOOTED AS
NECESSARY TO PREVENT WATER
INFILTRATION.
NORTH
0 4'8'16'ROOF PLAN
1/8" = 1'-0"
VALLEY FLASHING1
A3.1 3" = 1'-0"
PARAPET FLASHING2
A3.1 3" = 1'-0"
DRIP EDGE & WALL FLASHING3
A3.1 3" = 1'-0"
APRON FLASHING4
A3.1 3" = 1'-0"
METAL RIDGE FLASHING5
A3.1 3" = 1'-0"
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PROJECT NO:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
2"HOT AIR WELDED
PVC FLASHING
WOOD DECK
1/2" DENS-DECK
SHEATHING
60 MIL PVC MEMBRANE
SET IN BONDING ADHESIVE
24 GA. G.I. METAL EDGE FLASHING -
NAIL AT 4" O.C. - MATCH FLASHING
PROFILE OF ADJACENT METAL
ROOF SYSTEM FLASHING
WOOD FRAMING
FASCIA
SOFFIT AS OCCURS
SUB-FASCIA BOARD
2"
13/
8
"
1"
61/
8
"
03/4"05/8"
53/8"
15" - HAND CRIMP & FORM (3)
GUTTER STRAP AT
EVERY OTHER RIB
BUTYL SEALANT ON THE TOP SIDE
OF MALE PANEL EDGE
FIELD NOTCH 1" MIN.
AND HEM UNDER
PAN HEAD FASTENER
PER MFR.
BUTYL TAPE PER MFR.
SEALANT PER MFR.
APPLIED ON SIDEWALL
OF PANEL
CONT. JOGGLE CLEAT STAGES
OF SEAMIN
G
WOOD FRAMING -
SEE ROOF PLAN
SOFFIT AS OCCURS
PREFINISHED
METAL GUTTER
PREFIN. MTL. FASCIA
SECTION X - X
PLYWOOD DECK AS
NOTED ON ROOF PLAN
BITUTHANE
UNDERLAYMENT
PER SPEC.
METAL ROOFING
PANEL
X
RIVETS
X
PREFIN. MTL. DRIP EDGE
31/
2
"
PREFINISHED 24 GA. G.I.
METAL FLASHING
CONT. 22 GA. G.I. METAL
CLIP - FASTEN AT 4" O.C.
PREFINISHED METAL
ROOF PANELS - SEE
SPECIFICATIONS
3/4" EXT. PLYWOOD
BLOCKING
WOOD ROOF FRAMING AS OCCURS
ROOF CLIP @ 24" OC MAX ATTACHED
W/ BUILDEX 8-18 x 1 1/2" OR EQUIV.
INSULATION AS OCCURS
4" MIN.
4"8"
2"
MI
N
.
SOFFIT OR FINISH AS OCCURS
BITUTHANE UNDERLAYMENT
WRAP UP WALL 10-12"
STANDING SEAM
METAL ROOFING PANELS
24 GA. ZEE
CLOSURE
1/8" RIVETS @ 12" O.C.
3/16"x7/8"
BUTYL TAPE
WOOD FRAMING
STONE VENEER AT VERT. WALL
OR OTHER SIDING AS
SELECTED BY OWNER.
PREFINISHED 24 GA. G.I.
METAL FIELD FABRICATED
SIDEWALL TRIM - EXTENDED
UNDER EXIST. METAL
SIDING PANELS
RIDGE FLASHING2
A3.2 3" = 1'-0"
EAVE FLASHING3
A3.2 3" = 1'-0"
METAL EDGE FLASHING1
A3.2 3" = 1'-0"
METAL WALL FLASHING4
A3.2 3" = 1'-0"
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PROJECT NO:
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202314
2023
DRAWN BY:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
11'
11'-11/8"
1'-103/4"
10'-11/8"
2'
3'
3'
2'-111/2"
6"
7"
1'
1'
61/2"
4"
6.16.2
6.3
6.3
6.4 6.5
6.6
6.7
6.8
6.9
6.9
6.8
6.10
6.10
6.10
6.11
6.11
6.11
6.11
6.12
6.12
6.4
6.13
6.14
6.15
6.16
6.18
6.19
6.20
6.216.22
6.23
6.24
6.256.25
6.256.256.256.25
6.25
6.25
6.26
6.26
6.276.276.27
6.28
6.29
6.30
6.30
6.31
6.32
6.32
6.32
6.33
6.35
6.366.36
6.37
13'-1"
11"
11'-11/8"
11'-117/8"
2'-3/4"
3'
6.9
6.9
6.10
6.10
6.11
6.11
6.13
6.16
6.18
6.18
6.196.19
6.20
6.21
6.22 6.23
6.24
6.25
6.25
6.25 6.25 6.25 6.25
6.25
6.25
6.25
6.26
6.26
6.26
6.27
6.29
6.30
6.31
6.31
6.316.32
6.32
6.32
6.31
6.336.336.336.33
6.34
6.35
6.35
6.366.36
6.36
6.36
6.366.36
6.37 6.37 6.37
6.37
6.38
4.9
4.2
4.14
6.37
6.39
6.39
6.40
6.41
KEYED NOTES
-PLAN NOTES
4 ROOF PLAN NOTES
4.2 PREFINISHED STEEL ROOFING
INSTALLED OVER ICE/WATER
SHIELD. INSTALL PER MFR.
REQ'MTS.
4.9 PREFINISHED PARAPET CAP
FLASHING AT TOP OF PARAPET,
SLOPE TOWARD ROOF. COLOR AS
SELECTED BY OWNER.
4.14 INDICATES LOCATION OF BEAM TO
SUPPORT ROOF FRAMING, SEE
ROOF FRAMING PLAN FOR SIZE &
TYPE.
---SECTION NOTES
6 BUILDING SECTION
NOTES
6.1 PROVIDE ADA COMPLIANT
CONCRETE RAMP FROM EXISTING
SIDEWALK TO LANDING, MAX 1:12
SLOPE, NO CROSS SLOPE.
6.2 PROVIDE 60" EXTERIOR LANDING
AT NEW EXTERIOR DOOR,
PROVIDE ASPHALTIC EXPANSION
JOINT WHERE SLAB MEETS
CONCRETE WALL.
6.3 ELECTRONICLY SECURED ACCESS
DOOR, COORDINATE WITH OWNER
& CONTRACTOR FOR TYPE AND
SPEC.
6.4 4" STAIR LANDING OVER STEEL B-
DECK, SEE STRUCTURAL
DRAWINGS FOR SPEC.
6.5 4X6 STEEL ANGLE IRON SUPPORT
SECURED TO CONCRETE WITH
DROP IN WEDGE ANCHORS OR AS
SPECIFIED BY ENGINEER.
PROVIDE AT PERIMETER OF ALL
STAIR LANDINGS.
6.6 4X6 STEEL ANGLE IRON SUPPORT
SECURED TO FRAMED WALL WITH
LAGS AT EACH STUD, SIZE AND
QUANTITY PER ENGINEER.
PROVIDE AT PERIMETER OF ALL
STAIR LANDINGS.
6.7 PAN FORMED OR PRECAST
CONCRETE TREAD WITH WELDING
TAB AT EA. END. MAX 7" RISE, MIN.
11" RUN, TYP. FIELD VERIFY ALL
MEASUREMENTS PRIOR TO
FABRICATION.
6.8 STEEL TUBE OR C-CHANNEL
STRINGER WITH 2x2 ANGLE
TREAD SUPPORTS. FIELD VERIFY
DIMENSIONS PRIOR TO
FABRICATION.
6.9 3/4" STEEL BALUSTERS AT MAX 4"
O.C., WELDED TO TOP OF STEEL
STRINGER, FIELD VERIFY
QUANTITY AND TYPE.
6.10 2" ROUND GUARD RAIL AT MIN. 42"
FROM NOSING OR FINISHED
FLOOR AS OCCURS.
6.11 2" ROUND HAND RAIL AT 34"-38"
FROM NOSING OR FINISHED
FLOOR AS OCCURS. PROVIDE
STEEL BRACKETS SECURED TO
BALUSTERS OR MIDLINE POSTS AT
36" O.C. OR AS SPECIFIED BY
ENGINEER.
6.12 SECURE STEEL STRINGER TO
WOOD FRAMING WITH WELDED
BRACKET SECURED TO FRAMING
WITH LAGS. PROVIDE SOLID
BLOCKING IN FRAMING TO
RECIEVE LAGS. FIELD VERIFY
BLOCKING LOCATION PRIOR TO
INSTALLATION. WHERE STRINGER
ATTACHES TO STEEL, WELD IN
PLACE.
6.13 INDICATES APPROXIMATE
LOCATION OF BEAM IN WALL.
PROVIDE POCKET IN FRAMING TO
ACCOMODATE. DO NOT MODIFY
EXISTING BEAMS.
6.14 INDICATES APPROXIMATE
LOCATION OF BLOCKING IN WALL
FOR STRUCTURAL SUPPORT.
FIELD VERIFY PRESSENCE OF
BLOCKING PRIOR TO
INSTALLATION OF STRUCTURAL
MEMBERS.
6.15 INDICATES CHANGE IN WALL TYPE
OR WIDTH WHICH CREATES A
SHELF CONDITION. PROVIDE TRIM
OR FINISHES TO CONCEAL
TRANSITION. PROVIDE SAMPLE
FOR OWNER APPROVAL PRIOR TO
FABRICATION OR INSTALLATION.
6.16 INDICATES FLOOR STRUCTURE AS
SPECIFIED BY ENGINEER. SEE
STRUCTURAL DRAWINGS FOR
SIZE, TYPE, AND QUANTITY.
6.18 INDICATES 5/8" GYP. BD. CEILING.
FIELD COORDINATE WITH
CONTRACTOR & OWNER FOR
SPECIFIC TREATMENTS OR
FINISHES.
6.19 2x6 PARAPET WALL SECURED TO
ROOFING DECK. PROVIDE OSB
SHEATHING AT BOTH SIDES.
6.20 INDICATES 60 MIL. MECHANICALLY
FASTENED PVC MEMBRANE ROOF
SYSTEM INSTALLED OVER 1/2"
GYP. BD.
6.21 60 MIL. FULLY ADHERED
MEMBRANE AT ALL PARAPET
WALLS. CONTINUOS TO CAP.
6.22 INDICATES HOT AIR WELDED
FLASHING AT ALL ROOFING
JOINTS.
6.23 PROVIDE SCREENED RAIN
GUTTER & DRIP EDGE AT ROOF
EAVE TERMINATION. SECURE TO
BLOCKING AT ROOF STRUCTURE.
PROVIDE HEAT TAPE IN BOTH
GUTTER AND DOWNSPOUT TO
PREVENT ICING.
6.24 PROVIDE PREFINISHED STEEL
DOWNSPOUT SECURED WITH
BRACKETS TO WALL AS
REQUUIRED. PROVIDE HEAT TAPE
TO PREVENT ICING.
6.25 INDICATES EXISTING STRUCTURE,
DO NOT MODIFY OR REMOVE
WITHOUT APPROVAL FROM
STRUCTURAL ENGINEER.
6.26 FIELD VERIFY THE STATUS OF THE
EXISTING ROOFING AND
FLASHING AS INSTALLED. WHERE
NEEDED, PATCH AND REPAIR, OR
REPLACE WITH NEW. IF
UNFORSEEN STRUCTURAL
DAMAGE IS APPARENT, STOP
WORK AND ALERT THE
STRUCTURAL ENGINEER FOR
APPROVAL PRIOR TO
CONTINUATION.
6.27 INDICATES WALLS AND OPENINGS
BEYOND.
6.28 ADA COMFORT HEIGHT TOILETS
INSTALLED IN ALL BATHROOMS,
VERIFY QUANTITY, TYPE, &
LOCATION BEFORE
PROCUREMENT OR INSTALLATION.
6.29 INDICATES CUSTOM RADIUS STAIR
BEYOND, WOOD FRAMED WITH
MAX 7" RISE, & MIN. 11" RUN. STAIR
TO MATCH RADIUS OF EXISTING
STAIR WELL. FIELD VERIFY FLOOR
TO FLOOR AND RADIUS PRIOR TO
FABRICATION.
6.30 INDICATES RAILING TO MATCH ALL
OTHER RAILING MATERIALS AND
SPECIFICATIONS, BUT INSTALLED
IN A RADIUS TO MATCH EXISTING
STAIR WELL AND/OR NEW
STAIRCASE. FIELD VERIFY RAIDUS
PRIOR TO FABRICATION.
6.31 2x6 AT 16" O.C. WALL FRAMING.
FULLY INSULATE CAVITY. PROVIDE
BLOCKING AT 8' O.C. WHERE WALL
HEIGHT EXCEEDS 10'. WHERE
STUD HEIGHT EXCEEDS 12',
PROVIDE DOUBLE STUDS OR
ENGINEERED STUDS. BLOCK ALL
SHEETHING EDGES. TYP. AT ALL
EXT. WALLS.
6.32 2x4 AT 16" O.C. WALL FRAMING OR
2x6 AS INDICATED. PROVIDE
BLOCKING AT 8' O.C. WHERE WALL
HEIGHT EXCEEDS 10'.
6.33 EXISTING STRUCTURAL DECK TO
REMAIN, NO PENETRATIONS
WITHOUT COORDINATION OF
STRUCTURAL ENG.
6.34 NEW CONCRETE STEM WALL TO
REINFORCE BEARING OF
EXISTING FOOTING. ENSURE
BACKFILL IS COMPACTED TO 95%
OR IS SAND/GRAVEL TO ENSURE
STABILITY. FOOTINGS ON
UNDISTURBED SOIL.
6.35 NEW 4" CONCRETE SLAB OVER 4"
GRAVEL FILL. PROVIDE 6 MIL.
VAPOR BARRIER, SEAMS LAPPED
6" & TAPED. PROVIDE EXPANSION
JOINT AT PERIMETER.
6.36 EXISTING WALL TO REMAIN.
REINFORCE ANY NEW OPENINGS
WITH STEEL.
6.37 4" TOPPING SLAB AT NEW FLOOR
SYSTEM.
6.38 8" HOLLOW CORE PANELS, SEE
STRUCTURAL DRAWINGS.
6.39 BREAK ROOM DESIGN B.O.
6.40 2x8 HAND FRAMED ROOF OVER
CRIPPLE WALLS BUILT ON
STRUCTURAL ROOF DECK.
6.41 2x6 CRIPPLE WALLS BUILT ON
ROOF DECK.
SECTION A1
A5.1 1/4" = 1'-0"
0 2'4'8'
SECTION B2
A5.1 1/4" = 1'-0"
0 2'4'8'
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
4'
4'
9'-103/8"
14'
11'-11/8"
1'-103/4"
10'-11/8"
9'-103/8"
1'-67/8"
75/8"
1'-1/8"
8"3"
13'-6"
2"4"
6.37 6.37
6.386.38
6.35
6.33
6.32
6.31 6.31
6.31
6.276.27
6.27
6.27
6.27
6.27
6.20
6.21
6.22
6.196.196.19
6.19
6.18
6.18
6.18
6.18
6.18
6.18
6.16
6.16
6.16
4.2
4.3
4.4 4.94.9
4.9
4.10
4.11
6.35
KEYED NOTES
-PLAN NOTES
4 ROOF PLAN NOTES
4.2 PREFINISHED STEEL ROOFING
INSTALLED OVER ICE/WATER
SHIELD. INSTALL PER MFR.
REQ'MTS.
4.3 PREFINISHED STEEL FLASHING
ALONG ROOF EDGES. COLOR AS
SELECTED BY OWNER.
4.4 PREFINISHED STEEL DRIP EDGE
FLASHING ALONG ROOF EAVE.
COLOR AS SELECTED BY OWNER.
4.9 PREFINISHED PARAPET CAP
FLASHING AT TOP OF PARAPET,
SLOPE TOWARD ROOF. COLOR AS
SELECTED BY OWNER.
4.10 PVC WELDED FLASHING AT BASE
OF PARAPET, MEMBRANE UP
PARAPET WALL TO BE FULLY
ADHERED BY ADHESIVE OR HOOK
& LOOP.
4.11 OFFSET WALL VENEER
FINISHINGS FROM ROOF
SURFACE 8" MIN. PROVIDE
FLASHINGS AS REQUIRED.
PROVIDE ANGLE IRON SECURED
TO WALL FRAMING TO SUPPORT
STONE VENEER. ENSURE CAVITY
DRAINAGE IS NOT RESTRICTED.
---SECTION NOTES
6 BUILDING SECTION
NOTES
6.16 INDICATES FLOOR STRUCTURE AS
SPECIFIED BY ENGINEER. SEE
STRUCTURAL DRAWINGS FOR
SIZE, TYPE, AND QUANTITY.
6.18 INDICATES 5/8" GYP. BD. CEILING.
FIELD COORDINATE WITH
CONTRACTOR & OWNER FOR
SPECIFIC TREATMENTS OR
FINISHES.
6.19 2x6 PARAPET WALL SECURED TO
ROOFING DECK. PROVIDE OSB
SHEATHING AT BOTH SIDES.
6.20 INDICATES 60 MIL. MECHANICALLY
FASTENED PVC MEMBRANE ROOF
SYSTEM INSTALLED OVER 1/2"
GYP. BD.
6.21 60 MIL. FULLY ADHERED
MEMBRANE AT ALL PARAPET
WALLS. CONTINUOS TO CAP.
6.22 INDICATES HOT AIR WELDED
FLASHING AT ALL ROOFING
JOINTS.
6.27 INDICATES WALLS AND OPENINGS
BEYOND.
6.31 2x6 AT 16" O.C. WALL FRAMING.
FULLY INSULATE CAVITY. PROVIDE
BLOCKING AT 8' O.C. WHERE WALL
HEIGHT EXCEEDS 10'. WHERE
STUD HEIGHT EXCEEDS 12',
PROVIDE DOUBLE STUDS OR
ENGINEERED STUDS. BLOCK ALL
SHEETHING EDGES. TYP. AT ALL
EXT. WALLS.
6.32 2x4 AT 16" O.C. WALL FRAMING OR
2x6 AS INDICATED. PROVIDE
BLOCKING AT 8' O.C. WHERE WALL
HEIGHT EXCEEDS 10'.
6.33 EXISTING STRUCTURAL DECK TO
REMAIN, NO PENETRATIONS
WITHOUT COORDINATION OF
STRUCTURAL ENG.
6.35 NEW 4" CONCRETE SLAB OVER 4"
GRAVEL FILL. PROVIDE 6 MIL.
VAPOR BARRIER, SEAMS LAPPED
6" & TAPED. PROVIDE EXPANSION
JOINT AT PERIMETER.
6.37 4" TOPPING SLAB AT NEW FLOOR
SYSTEM.
6.38 8" HOLLOW CORE PANELS, SEE
STRUCTURAL DRAWINGS.
SECTION C1
A5.2 1/4" = 1'-0"
0 2'4'8'
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PROJECT NO:
IUW
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202314
2023
DRAWN BY:
CHECKED BY:
COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
7"
1'
61/2"
1'
6'-113/8"
10'-65/8"
7'
11'
12'-117/8"
3'
6"
6.1 6.2
6.3
6.4
6.4
6.5
6.6
6.6
6.7
6.7
6.8
6.8
6.8
6.8
6.9
6.9
6.9
6.10
6.10
6.10
6.10
6.11
6.11
6.11
6.11
6.11
6.11
6.12
6.13
6.14
6.156.15
6.16
6.16
6.18
6.18
6.19
6.20
6.21
6.21
6.22
6.22
6.22
6.22
6.22
6.42
6.44
6.9
6.13
6.14
4.9
4.10
4.9
12'-117/8"
10'-11/8"
4'
4'
6'-6"
3'
6"
61/2"
1'
7'
4.94.9
4.9
4.10
6.4
6.6
6.6
6.7
6.8
6.9
6.9
6.10
6.10
6.11
6.11
6.11
6.14
6.166.16
6.18
6.18
6.19
6.21
6.20
6.23
6.25
6.26
6.27
6.31
6.31
6.31
6.31
6.35
6.44
6.13
6.8
4.17
6.11
KEYED NOTES
-PLAN NOTES
4 ROOF PLAN NOTES
4.9 PARAPET CAP FLASHING
PREFINISHED PARAPET CAP FLASHING AT
TOP OF PARAPET, SLOPE TOWARD ROOF.
COLOR AS SELECTED BY OWNER.
4.10 PARAPET BASE FLASHING
PVC WELDED FLASHING AT BASE OF
PARAPET, MEMBRANE UP PARAPET WALL
TO BE FULLY ADHERED BY ADHESIVE OR
HOOK & LOOP.
4.17 SOLAR PANELS
POSSIBLE LOCATION FOR SOLAR PANEL
RANGE. DESIGN B.O., FIELD VERIFY
LOCATION AND ENSURE SOLID BLOCKING
IS PROVIDED AS REQUIRED FOR FRAME
SUPPORT. ENSURE THAT FRAME
SECUREMENT IS APPROPRIATELY
FLASHED AND BOOTED AS NECESSARY TO
PREVENT WATER INFILTRATION.
---SECTION NOTES
6 BUILDING SECTION NOTES
6.1 NEW RAMP
PROVIDE ADA COMPLIANT CONCRETE
RAMP FROM EXISTING SIDEWALK TO
LANDING, MAX 1:12 SLOPE, NO CROSS
SLOPE.
6.2 EXTERIOR LANDING
PROVIDE 60" EXTERIOR LANDING AT NEW
EXTERIOR DOOR, PROVIDE ASPHALTIC
EXPANSION JOINT WHERE SLAB MEETS
CONCRETE WALL.
6.3 SECURE ACCESS
ELECTRONICLY SECURED ACCESS DOOR,
COORDINATE WITH OWNER &
CONTRACTOR FOR TYPE AND SPEC.
6.4 STAIR LANDING
4" STAIR LANDING OVER STEEL B-DECK,
SEE STRUCTURAL DRAWINGS FOR SPEC.
6.5 LANDING SUPPORT @ CONCRETE WALL
4X6 STEEL ANGLE IRON SUPPORT
SECURED TO CONCRETE WITH DROP IN
WEDGE ANCHORS OR AS SPECIFIED BY
ENGINEER. PROVIDE AT PERIMETER OF
ALL STAIR LANDINGS.
6.6 LANDING SUPPORT @ FRAMED WALL
4X6 STEEL ANGLE IRON SUPPORT
SECURED TO FRAMED WALL WITH LAGS
AT EACH STUD, SIZE AND QUANTITY PER
ENGINEER. PROVIDE AT PERIMETER OF
ALL STAIR LANDINGS.
6.7 CONCRETE TREAD
PAN FORMED OR PRECAST CONCRETE
TREAD WITH WELDING TAB AT EA. END.
MAX 7" RISE, MIN. 11" RUN, TYP. FIELD
VERIFY ALL MEASUREMENTS PRIOR TO
FABRICATION.
6.8 STEEL STRINGER
STEEL TUBE OR C-CHANNEL STRINGER
WITH 2x2 ANGLE TREAD SUPPORTS. FIELD
VERIFY DIMENSIONS PRIOR TO
FABRICATION.
6.9 STEEL BALUSTERS
3/4" STEEL BALUSTERS AT MAX 4" O.C.,
WELDED TO TOP OF STEEL STRINGER,
FIELD VERIFY QUANTITY AND TYPE.
6.10 STEEL GUARD RAIL
2" ROUND GUARD RAIL AT MIN. 42" FROM
NOSING OR FINISHED FLOOR AS OCCURS.
6.11 STEEL HANDRAIL
2" ROUND HAND RAIL AT 34"-38" FROM
NOSING OR FINISHED FLOOR AS OCCURS.
PROVIDE STEEL BRACKETS SECURED TO
BALUSTERS OR MIDLINE POSTS AT 36"
O.C. OR AS SPECIFIED BY ENGINEER.
6.12 STRINGER SECUREMENT
SECURE STEEL STRINGER TO WOOD
FRAMING WITH WELDED BRACKET
SECURED TO FRAMING WITH LAGS.
PROVIDE SOLID BLOCKING IN FRAMING TO
RECIEVE LAGS. FIELD VERIFY BLOCKING
LOCATION PRIOR TO INSTALLATION.
WHERE STRINGER ATTACHES TO STEEL,
WELD IN PLACE.
6.13 EXISTING BEAM IN WALL
INDICATES APPROXIMATE LOCATION OF
BEAM IN WALL. PROVIDE POCKET IN
FRAMING TO ACCOMODATE. DO NOT
MODIFY EXISTING BEAMS.
6.14 BLOCKING IN WALL
INDICATES APPROXIMATE LOCATION OF
BLOCKING IN WALL FOR STRUCTURAL
SUPPORT. FIELD VERIFY PRESSENCE OF
BLOCKING PRIOR TO INSTALLATION OF
STRUCTURAL MEMBERS.
6.15 CHANGE IN WALL TYPE
INDICATES CHANGE IN WALL TYPE OR
WIDTH WHICH CREATES A SHELF
CONDITION. PROVIDE TRIM OR FINISHES
TO CONCEAL TRANSITION. PROVIDE
SAMPLE FOR OWNER APPROVAL PRIOR
TO FABRICATION OR INSTALLATION.
6.16 FLOOR STRUCTURE
INDICATES FLOOR STRUCTURE AS
SPECIFIED BY ENGINEER. SEE
STRUCTURAL DRAWINGS FOR SIZE, TYPE,
AND QUANTITY.
6.18 CIELING
INDICATES 5/8" GYP. BD. CEILING. FIELD
COORDINATE WITH CONTRACTOR &
OWNER FOR SPECIFIC TREATMENTS OR
FINISHES.
6.19 PARAPET WALL
2x6 PARAPET WALL SECURED TO
ROOFING DECK. PROVIDE OSB
SHEATHING AT BOTH SIDES.
6.20 PVC MEMBRANE
INDICATES 60 MIL. MECHANICALLY
FASTENED PVC MEMBRANE ROOF
SYSTEM INSTALLED OVER 1/2" GYP. BD.
6.21 PVC MEMBRANE AT PARAPET
60 MIL. FULLY ADHERED MEMBRANE AT
ALL PARAPET WALLS. CONTINUOS TO CAP.
6.22 PVC MEMBRANE FLASHING
INDICATES HOT AIR WELDED FLASHING AT
ALL ROOFING JOINTS.
6.23 RAIN GUTTER
PROVIDE SCREENED RAIN GUTTER & DRIP
EDGE AT ROOF EAVE TERMINATION.
SECURE TO BLOCKING AT ROOF
STRUCTURE. PROVIDE HEAT TAPE IN
BOTH GUTTER AND DOWNSPOUT TO
PREVENT ICING.
6.25 EXISTING STRUCTURE
INDICATES EXISTING STRUCTURE, DO NOT
MODIFY OR REMOVE WITHOUT APPROVAL
FROM STRUCTURAL ENGINEER.
6.26 EXISTING ROOFS & FLASHING
FIELD VERIFY THE STATUS OF THE
EXISTING ROOFING AND FLASHING AS
INSTALLED. WHERE NEEDED, PATCH AND
REPAIR, OR REPLACE WITH NEW. IF
UNFORSEEN STRUCTURAL DAMAGE IS
APPARENT, STOP WORK AND ALERT THE
STRUCTURAL ENGINEER FOR APPROVAL
PRIOR TO CONTINUATION.
6.27 WALLS & OPENINGS
INDICATES WALLS AND OPENINGS
BEYOND.
6.31 EXT. WALL FRAMING
2x6 AT 16" O.C. WALL FRAMING. FULLY
INSULATE CAVITY. PROVIDE BLOCKING AT
8' O.C. WHERE WALL HEIGHT EXCEEDS 10'.
WHERE STUD HEIGHT EXCEEDS 12',
PROVIDE DOUBLE STUDS OR
ENGINEERED STUDS. BLOCK ALL
SHEETHING EDGES. TYP. AT ALL EXT.
WALLS.
6.35 NEW SLAB
NEW 4" CONCRETE SLAB OVER 4" GRAVEL
FILL. PROVIDE 6 MIL. VAPOR BARRIER,
SEAMS LAPPED 6" & TAPED. PROVIDE
EXPANSION JOINT AT PERIMETER.
6.42 STEEL BEAM
NEW STEEL BEAM, SEE FLOOR FRAMING
PLAN FOR SIZE/TYPE.
6.44 CLEAR HEIGHT
84" MIN. CLEAR HEIGHT.STAIR SECTION 11
A5.3 1/2" = 1'-0"
STAIR SECTION 22
A5.3 1/2" = 1'-0"
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1
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PROJECT NO:
IUW
MSR
202314
2023
DRAWN BY:
CHECKED BY:
COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
12
3
1
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1
2
A6.1
4
A6
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1
3
A6.1
3
A6
.
1
8
A6
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1
9
A6.1
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A6
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1
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A6.1
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A6
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A6
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A6.1
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A6.1
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1
29'-8" TOP OF PARAPET
5.15.1
5.1
5.1
5.25.2
5.3
5.3
5.3
5.4
5.5
5.5
5.8
5.8
5.8
5.9
5.9
5.9
5.10 5.11 5.11
5.12
5.125.12
5.14
5.14
5.17
5.18
5.22
5.21
5.20
5.19
5.9
4.2
4.9
4.9
4.94.2
4.4
F E
D
7
6
G
E
5.3
5.12
5.15 5.15
5.15
5.15
5.15
5.16
-14' TOP OF SLAB
0" TOP OF SLAB
12'-11 7/8" TOP OF FLOOR
23'-1" TOP PLATE
27'-7 1/2" TOP OF PARAPET
29'-3" TOP OF PARAPET
32'-10" RIDGE
KEYED NOTES
-PLAN NOTES
4 ROOF PLAN NOTES
4.2 STEEL ROOFING
PREFINISHED STEEL ROOFING
INSTALLED OVER ICE/WATER
SHIELD. INSTALL PER MFR.
REQ'MTS.
4.4 DRIP EDGE
PREFINISHED STEEL DRIP EDGE
FLASHING ALONG ROOF EAVE.
COLOR AS SELECTED BY OWNER.
4.9 PARAPET CAP FLASHING
PREFINISHED PARAPET CAP
FLASHING AT TOP OF PARAPET,
SLOPE TOWARD ROOF. COLOR AS
SELECTED BY OWNER.
--ELEVATION
NOTES
5 EXT. ELEVATION
NOTES
5.1 WINDOW SYSTEM
STOREFRONT STYLE WINDOWS.
TYPE & COLOR TO MATCH
EXISTING WINDOWS. REINSTALL
RETAINED WINDOWS WHERE
POSSIBLE.
5.2 TIMBER TRIM
INDICATES TIMBER TRIM
SECURED TO WALL FRAMING (SEE
ELEVATIONS)
5.3 EXISTING STRUCTURAL BEAM
INDICATES EXISTING
STRUCTURAL BEAM, REDUCED OR
NO HEADROOM WHERE LINE TYPE
IS SOLID. MAY REQUIRE
MODIFICATION OF FRAMING TO
POCKET BEAM. FIELD VERIFY.
5.4 RECESSED LIGHT WELL
INDICATES NEW RECESSED LIGHT
CHAMBER, CENTERED ABOVE
WINDOWS.
5.5 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
5.8 BEAM SUPPORT
INDICATES LOCATION OF
SUPPORT BEAM CONNECTED TO
WALL FRAMING BELOW. PROVIDE
ANCHORAGE BLOCKING AS
REQUIRED TO SUPPORT ROOF
FRAMING, SEE ROOF FRAMING
PLAN FOR SIZE & TYPE.
5.9 BEAM
INDICATES LOCATION OF BEAM TO
SUPPORT ROOF FRAMING, SEE
ROOF FRAMING PLAN FOR SIZE &
TYPE.
5.10 GUTTER
PROVIDE SCREENED ROOF
GUTTER ALONG EAVE WITH
DOWNSPOUTS TO ROOF BELOW.
PROVIDE HEAT TAPE IN GUTTER &
DOWNSPOUTS TO PREVENT
ICING. SECURE TO EAVE
FRAMING.
5.11 EXISTING ROOF
INSPECT EXISTING ROOF
SURFACES AND REPLACE IF
NECESSARY. PROVIDE ICE/WATER
SHIELD UNDERLAYMENT OVER
ENTIRE SURFACE OF SLOPED
AREA, AND VERIFY THAT
FLASHING AT BEAMS ARE IN GOOD
REPAIR. REPLACE IF NECESSARY.
5.12 BEAM FLASHING
PREFINISHED STEEL FLASHING
ALONG TOP OF BEAMS. EVALUATE
EXISTING FLASHING, AND
REPLACE AS NECESSARY. COLOR
AS SELECTED BY OWNER.
5.14 CHANNEL SIDING
7.62" CHANNEL SIDING OR SIM.
INSTALLED OVER RAIN SCREEN
SYSTEM. PROFILE AND COLOR AS
A SELECTED OWNER. PROVIDE
BASE, CORNER, END AND CAP
FLASHINGS AS REQUIRED.
5.15 EXISTING FOOTING
INDICATES EXISTING FOOTING.
PROTECT DURING
CONSTRUCTION.
5.16 NEW FOUNDATION
NEW FOUNDATION AS OCCURS,
SEE FNDN. PLN.
5.17 SECURE DOOR SYSTEM
SECURE ENTRY DOOR SYSTEM,
PROVIDE CARD ACCESS ENTRY
SYSTEM OR SIM. AS SELECTED BY
OWNER. GLASS TO BE FOGGED.
5.18 BEAM POCKET
PROVIDE POCKETING FOR
EXISTING BEAM. ENSURE
PENETRATIONS ARE SEALED WITH
SILICONE OR FLUID APPLIED
FLASHING. PROVIDE FLASHING AS
REQUIRED FOR VENEER IN
ORDER TO MINIMIZE MOISTURE
PENETRATION.
5.19 EXISTING SIDEWALK
INDICATES EXISTING SIDEWALK
TO REMAIN.
5.20 NEW SIDEWALK
INDICATES NEW SIDEWALK,
PROVIDE GRAVEL BED AS REQ'D
5.21 RETAINING WALL
INDICATES LANDSCAPING
RETAINING WALL, DESIGN B.O.
5.22 EXISTING GRADE
INDICATES APPROXIMATE
EXISTING GRADE, MODIFY AS
REQUIRED FOR NEW
CONSTRUCTION, AND REPLACE
TO PROVIDE POSITIVE DRAINAGE
AWAY FROM STRUCTURE (MIN 6"
IN 10').
FRONT ELEVATION1
A4.1 1/4" = 1'-0"
0 2'4'8'
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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D
1.6
5.2
5.35.3
5.3
5.3
5.5
5.6
5.7
5.9
5.105.10 5.105.10
5.12
5.12
5.12
5.12
5.13
5.14
5.16
5.3
5.12
5.18
5.18
5.11
5.11
5.5
1.6
5.155.155.15
5.15
5.16
5.16
5.16 5.16
KEYED NOTES
-PLAN NOTES
1 FLOOR PLAN NOTES
1.6 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
--ELEVATION
NOTES
5 EXT. ELEVATION
NOTES
5.2 TIMBER TRIM
INDICATES TIMBER TRIM
SECURED TO WALL FRAMING (SEE
ELEVATIONS)
5.3 EXISTING STRUCTURAL BEAM
INDICATES EXISTING
STRUCTURAL BEAM, REDUCED OR
NO HEADROOM WHERE LINE TYPE
IS SOLID. MAY REQUIRE
MODIFICATION OF FRAMING TO
POCKET BEAM. FIELD VERIFY.
5.5 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
5.6 FUTURE EGRESS DOOR
INDICATES DOOR OPENING FOR
FRAMING ONLY. NO DOOR IS TO
BE INSTALLED UNLESS ADEQUATE
LANDING IS CONSTRUCTED OVER
STORAGE ACCESS BELOW.
5.7 PVC MEMBRANE
60 MIL. MECHANICALLY FASTENED
PVC MEMBRANE ROOFING
SYSTEM OVER GYP. BD. PROVIDE
REQUIRED FLASHINGS AT
PARAPET, SEAMS, EAVES,
VALLEYS, & EDGES.
5.9 BEAM
INDICATES LOCATION OF BEAM TO
SUPPORT ROOF FRAMING, SEE
ROOF FRAMING PLAN FOR SIZE &
TYPE.
5.10 GUTTER
PROVIDE SCREENED ROOF
GUTTER ALONG EAVE WITH
DOWNSPOUTS TO ROOF BELOW.
PROVIDE HEAT TAPE IN GUTTER &
DOWNSPOUTS TO PREVENT
ICING. SECURE TO EAVE
FRAMING.
5.11 EXISTING ROOF
INSPECT EXISTING ROOF
SURFACES AND REPLACE IF
NECESSARY. PROVIDE ICE/WATER
SHIELD UNDERLAYMENT OVER
ENTIRE SURFACE OF SLOPED
AREA, AND VERIFY THAT
FLASHING AT BEAMS ARE IN GOOD
REPAIR. REPLACE IF NECESSARY.
5.12 BEAM FLASHING
PREFINISHED STEEL FLASHING
ALONG TOP OF BEAMS. EVALUATE
EXISTING FLASHING, AND
REPLACE AS NECESSARY. COLOR
AS SELECTED BY OWNER.
5.13 GALVANIZED CORRUGATE
7/8"x3" GALVANIZED CORRUGATED
SIDING INSTALLED OVER RAIN
SCREEN SYSTEM. PROVIDE BASE
FLASHING AND TRIMS AS
REQUIRED. INSTALL PER MFR.
REQ'MT.
5.14 CHANNEL SIDING
7.62" CHANNEL SIDING OR SIM.
INSTALLED OVER RAIN SCREEN
SYSTEM. PROFILE AND COLOR AS
A SELECTED OWNER. PROVIDE
BASE, CORNER, END AND CAP
FLASHINGS AS REQUIRED.
5.15 EXISTING FOOTING
INDICATES EXISTING FOOTING.
PROTECT DURING
CONSTRUCTION.
5.16 NEW FOUNDATION
NEW FOUNDATION AS OCCURS,
SEE FNDN. PLN.
5.18 BEAM POCKET
PROVIDE POCKETING FOR
EXISTING BEAM. ENSURE
PENETRATIONS ARE SEALED WITH
SILICONE OR FLUID APPLIED
FLASHING. PROVIDE FLASHING AS
REQUIRED FOR VENEER IN
ORDER TO MINIMIZE MOISTURE
PENETRATION.
REAR ELEVATION1
A4.2 1/4" = 1'-0"
0 2'4'8'
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PROJECT NO:
IUW
MSR
202314
2023
DRAWN BY:
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COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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5.15.1
5.2
5.3
5.5
5.5
5.6
5.7
5.7
5.8
5.9
5.10
5.10
5.10
5.115.115.11
5.12
5.125.12
5.12
8
5.19
5.19
4.2
4.4
5.23
5.3 5.3
5.3
4.9
4.9
5.15
5.15
5.155.15
5.15
5.16
KEYED NOTES
-PLAN NOTES
4 ROOF PLAN NOTES
4.2 STEEL ROOFING
PREFINISHED STEEL ROOFING
INSTALLED OVER ICE/WATER
SHIELD. INSTALL PER MFR.
REQ'MTS.
4.4 DRIP EDGE
PREFINISHED STEEL DRIP EDGE
FLASHING ALONG ROOF EAVE.
COLOR AS SELECTED BY OWNER.
4.9 PARAPET CAP FLASHING
PREFINISHED PARAPET CAP
FLASHING AT TOP OF PARAPET,
SLOPE TOWARD ROOF. COLOR AS
SELECTED BY OWNER.
--ELEVATION
NOTES
5 EXT. ELEVATION
NOTES
5.1 WINDOW SYSTEM
STOREFRONT STYLE WINDOWS.
TYPE & COLOR TO MATCH
EXISTING WINDOWS. REINSTALL
RETAINED WINDOWS WHERE
POSSIBLE.
5.2 TIMBER TRIM
INDICATES TIMBER TRIM
SECURED TO WALL FRAMING (SEE
ELEVATIONS)
5.3 EXISTING STRUCTURAL BEAM
INDICATES EXISTING
STRUCTURAL BEAM, REDUCED OR
NO HEADROOM WHERE LINE TYPE
IS SOLID. MAY REQUIRE
MODIFICATION OF FRAMING TO
POCKET BEAM. FIELD VERIFY.
5.5 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
5.6 FUTURE EGRESS DOOR
INDICATES DOOR OPENING FOR
FRAMING ONLY. NO DOOR IS TO
BE INSTALLED UNLESS ADEQUATE
LANDING IS CONSTRUCTED OVER
STORAGE ACCESS BELOW.
5.7 PVC MEMBRANE
60 MIL. MECHANICALLY FASTENED
PVC MEMBRANE ROOFING
SYSTEM OVER GYP. BD. PROVIDE
REQUIRED FLASHINGS AT
PARAPET, SEAMS, EAVES,
VALLEYS, & EDGES.
5.8 BEAM SUPPORT
INDICATES LOCATION OF
SUPPORT BEAM CONNECTED TO
WALL FRAMING BELOW. PROVIDE
ANCHORAGE BLOCKING AS
REQUIRED TO SUPPORT ROOF
FRAMING, SEE ROOF FRAMING
PLAN FOR SIZE & TYPE.
5.9 BEAM
INDICATES LOCATION OF BEAM TO
SUPPORT ROOF FRAMING, SEE
ROOF FRAMING PLAN FOR SIZE &
TYPE.
5.10 GUTTER
PROVIDE SCREENED ROOF
GUTTER ALONG EAVE WITH
DOWNSPOUTS TO ROOF BELOW.
PROVIDE HEAT TAPE IN GUTTER &
DOWNSPOUTS TO PREVENT
ICING. SECURE TO EAVE
FRAMING.
5.11 EXISTING ROOF
INSPECT EXISTING ROOF
SURFACES AND REPLACE IF
NECESSARY. PROVIDE ICE/WATER
SHIELD UNDERLAYMENT OVER
ENTIRE SURFACE OF SLOPED
AREA, AND VERIFY THAT
FLASHING AT BEAMS ARE IN GOOD
REPAIR. REPLACE IF NECESSARY.
5.12 BEAM FLASHING
PREFINISHED STEEL FLASHING
ALONG TOP OF BEAMS. EVALUATE
EXISTING FLASHING, AND
REPLACE AS NECESSARY. COLOR
AS SELECTED BY OWNER.
5.15 EXISTING FOOTING
INDICATES EXISTING FOOTING.
PROTECT DURING
CONSTRUCTION.
5.16 NEW FOUNDATION
NEW FOUNDATION AS OCCURS,
SEE FNDN. PLN.
5.19 EXISTING SIDEWALK
INDICATES EXISTING SIDEWALK
TO REMAIN.
5.23 NEW SIDING
NON-VISIBLE SIDING SYSTEM AS
SELECTED BY OWNER/
CONTRACTOR.
RIGHT ELEVATION1
A4.3 1/4" = 1'-0"
0 2'4'8'
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Sh
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PROJECT NO:
IUW
MSR
202314
2023
DRAWN BY:
CHECKED BY:
COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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.
1
3
A6
.
1
2
A6.1
3
A6.1
3
A6.1
3
A6.1
3
A6.1
3
A6.1
3
A6.13
A6
.
1
3
A6
.
1
3
A6
.
1
3
A6
.
1
3
A6
.
1
2
A6.1
4
A6
.
1
1
A6
.
1
4
A6
.
1
2
A6.1
1
A6
.
1
2
A6.1
1
A6
.
1
1
A6
.
1
2
A6.1
1
A6
.
1
4
A6
.
1
4
A6
.
1
4
A6
.
1
2/
A5
.
3
2/
A5
.
1
B B C B B B
B B B C B B
A A A A A A A
4.9
4.9
4.9
4.9
4.9
4.1
5.1
5.1
5.2
5.35.3
5.3
5.3
5.8
5.1
5.45.4
5.5
5.9
5.12
5.125.12
5.12
5.135.13
5.14
5.14
5.185.18
5.20
5.22
5.5
5.5
5.15
5.15
5.165.165.16
5.16
Notes
-PLAN NOTES
4 ROOF PLAN NOTES
4.1 PVC MEMBRANE
60 MIL. MECHANICALLY FASTENED
PVC MEMBRANE ROOFING
SYSTEM OVER GYP. BD. PROVIDE
REQUIRED FLASHINGS AT
PARAPET, SEAMS, EAVES,
VALLEYS, & EDGES.
4.9 PARAPET CAP FLASHING
PREFINISHED PARAPET CAP
FLASHING AT TOP OF PARAPET,
SLOPE TOWARD ROOF. COLOR AS
SELECTED BY OWNER.
--ELEVATION
NOTES
5 EXT. ELEVATION
NOTES
5.1 WINDOW SYSTEM
STOREFRONT STYLE WINDOWS.
TYPE & COLOR TO MATCH
EXISTING WINDOWS. REINSTALL
RETAINED WINDOWS WHERE
POSSIBLE.
5.2 TIMBER TRIM
INDICATES TIMBER TRIM
SECURED TO WALL FRAMING (SEE
ELEVATIONS)
5.3 EXISTING STRUCTURAL BEAM
INDICATES EXISTING
STRUCTURAL BEAM, REDUCED OR
NO HEADROOM WHERE LINE TYPE
IS SOLID. MAY REQUIRE
MODIFICATION OF FRAMING TO
POCKET BEAM. FIELD VERIFY.
5.4 RECESSED LIGHT WELL
INDICATES NEW RECESSED LIGHT
CHAMBER, CENTERED ABOVE
WINDOWS.
5.5 STONE VENEER
INDICATES STONE VENEER.
INSTALL PER MFR. REQ'MTS.
5.8 BEAM SUPPORT
INDICATES LOCATION OF
SUPPORT BEAM CONNECTED TO
WALL FRAMING BELOW. PROVIDE
ANCHORAGE BLOCKING AS
REQUIRED TO SUPPORT ROOF
FRAMING, SEE ROOF FRAMING
PLAN FOR SIZE & TYPE.
5.9 BEAM
INDICATES LOCATION OF BEAM TO
SUPPORT ROOF FRAMING, SEE
ROOF FRAMING PLAN FOR SIZE &
TYPE.
5.12 BEAM FLASHING
PREFINISHED STEEL FLASHING
ALONG TOP OF BEAMS. EVALUATE
EXISTING FLASHING, AND
REPLACE AS NECESSARY. COLOR
AS SELECTED BY OWNER.
5.13 GALVANIZED CORRUGATE
7/8"x3" GALVANIZED CORRUGATED
SIDING INSTALLED OVER RAIN
SCREEN SYSTEM. PROVIDE BASE
FLASHING AND TRIMS AS
REQUIRED. INSTALL PER MFR.
REQ'MT.
5.14 CHANNEL SIDING
7.62" CHANNEL SIDING OR SIM.
INSTALLED OVER RAIN SCREEN
SYSTEM. PROFILE AND COLOR AS
A SELECTED OWNER. PROVIDE
BASE, CORNER, END AND CAP
FLASHINGS AS REQUIRED.
5.15 EXISTING FOOTING
INDICATES EXISTING FOOTING.
PROTECT DURING
CONSTRUCTION.
5.16 NEW FOUNDATION
NEW FOUNDATION AS OCCURS,
SEE FNDN. PLN.
5.18 BEAM POCKET
PROVIDE POCKETING FOR
EXISTING BEAM. ENSURE
PENETRATIONS ARE SEALED WITH
SILICONE OR FLUID APPLIED
FLASHING. PROVIDE FLASHING AS
REQUIRED FOR VENEER IN
ORDER TO MINIMIZE MOISTURE
PENETRATION.
5.20 NEW SIDEWALK
INDICATES NEW SIDEWALK,
PROVIDE GRAVEL BED AS REQ'D
5.22 EXISTING GRADE
INDICATES APPROXIMATE
EXISTING GRADE, MODIFY AS
REQUIRED FOR NEW
CONSTRUCTION, AND REPLACE
TO PROVIDE POSITIVE DRAINAGE
AWAY FROM STRUCTURE (MIN 6"
IN 10').
LEFT ELEVATION1
A4.4 1/4" = 1'-0"
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PROJECT NO:
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MSR
202314
2023
DRAWN BY:
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COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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2x BLOCKING
SHIM AS REQ'D
ALUM. FRAME-
THERMALY BROKEN
INSULATING GLASS
STUD FRAMING
AS OCCURS
EXTERIOR
FINISHES AS
OCCUR
INT. FINISHES
AS OCCUR
FLASHING AS
REQ'D FOR EXT.
FINISH SYSTEM.
SEALANT
GLAZING AS
OCCURS
SHEATHING PER ENG.
INSULATED GLASS
BACKER ROD & SEALANT
WOOD SHIM
STONE VENEER OR SIDING
SYSTEM AS OCCURS
1" RIGID INSULATION
TAPED-IN METAL
CORNER
BATT INSULATION
5/8" GYP. BD.
2"
41/2"
EXP. JOINT WHERE REQ'D
CAULKING AT INTERIOR
& SEALANT AT EXTERIOR
ALUM. SHOE & WOOD
SHIM AS REQ'D.
ALUM. WINDOW FRAME
EXT. FINISHES AS OCCUR
BEYOND
NOM.
FOUNDATION WALL
4" FLOOR SLAB
DEPRESS AS REQ'D.
FOR ENTRY GRATE
2 6
SEALANT - BOTH SIDES
ALUMINUM/GLASS
DOOR
ALUM. FRAME -
THERMALLY BROKEN
TAPED-IN METAL EDGE
TAPED-IN METAL CORNER
WOOD SHIM AS REQ'D.
HEADER PER STRUCT.
5/8" TYPE 'X' GYP. BD.
2x6 STUD WALL WITH
INSULATION
STEEL LINTEL PER STRUCT.
STONE VENEER OR EXT.
SIDING SYSTEMS AS OCCUR
2
6
2
6
ALUMINUM/GLASS
DOOR
ALUM. FRAME -
THERMALLY BROKEN
SEALANT - BOTH SIDES
BRICK VENEER
5/8" TYPE 'X' GYP. BD.
TAPED-IN METAL CORNER
2x6 STUD WALL WITH
BATT INSULATION
TAPED-IN METAL EDGE
WOOD SHIM AS REQ'D.
FLOOR LINE
FLOOR SLAB,
WOOD OR CONC.
ALUM./GLASS
DOOR
NEW ALUMINUM
THRESHOLD
SET IN MASTIC
COMPLY w/ADA
ALUMINUM/GLASS DOOR
ALUMINUM FRAME -
THERMALLY BROKEN
2x6 STUDS
NOTE: JAMB SIMILAR
CONT. SEALANT
HEADER PER ENG.
SHIM AS REQ'D.
TAPED-IN METAL EDGE
5/8" TYPE 'X' GYP. BD.
BOTH SIDES
2 6
2 6
2
6
2
6
ALUMINUM/GLASS
DOOR
ALUM. FRAME -
THERMALLY BROKEN
SEALANT - BOTH SIDES
5/8" GYP. BD.
5/8" TYPE 'X' GYP. BD.
TAPED-IN METAL CORNER
2x6 STUD WALL WITH
BATT INSULATION
TAPED-IN METAL EDGE
WOOD SHIM AS REQ'D.
41/
2
"
2"
MED. STILE ALUM. DOOR
1/4" CLR. TEMP. GLASS
ALUM. STOREFRONT
SYSTEM w/ 1/4" CLEAR
TEMPERED GLASS
41/
2
"
2"
MED. STILE ALUM. DOOR
1/4" CLR. TEMP. GLASS
ALUM. STOREFRONT
SYSTEM w/ 1/4" CLEAR
TEMPERED GLASS
2x BLOCKING
SHIM AS REQ'D
ALUM. FRAME-
THERMALY BROKEN
INSULATING GLASS
STUD FRAMING
AS OCCURS
EXTERIOR
FINISHES AS
OCCUR
INT. FINISHES
AS OCCUR
SILL PAN &
FLASHING AS
REQ'D FOR EXT.
FINISH SYSTEM.
SEALANT
2"
41/2"
CAULKING AT INTERIOR
& SEALANT AT EXTERIOR
ALUM. SHOE & WOOD
SHIM AS REQ'D.
ALUM. WINDOW FRAME
EXT. FINISHES AS OCCUR
BEYOND
NOM.
WOOD FLOOR FRAMING
SILL PAN, & SEALANT AS
REQ'D
2"
41/2"
CAULKING AT INTERIOR
& SEALANT AT EXTERIOR
ALUM. SHOE & WOOD
SHIM AS REQ'D.
ALUM. WINDOW FRAME
EXT. FINISHES AS OCCUR
BEYOND
NOM.
CONCRETE TOPPING AS
OCCURS
43/
4
"
05/8"
2"
53/
4
"
PAINTED H.M. FRAME
DOUBLE 2x
WOOD STUDS
5/8" TYPE 'X' GYP. BD.
DOOR PER SCHEDULE
3 ANCHORS PER JAMB
5/8" TYPE 'X' GYP. BD.
43/4"
05/
8
"
2"
53/4"
HEADER PER ENG.
2x WOOD STUD WALL
5/8" TYPE 'X' GYP. BD.
BOTH SIDES
PAINTED H.M. FRAME
DOOR PER SCHEDULE
WINDOW HEAD DETAIL1
A6.1 3" = 1'-0"
WINDOW MULLION DETAIL2
A6.1 3" = 1'-0"
WINDOW JAMB DETAIL3
A6.1 3" = 1'-0"
WINDOW SILL 14
A6.1 3" = 1'-0"
WINDOW SILL 36
A6.1 3" = 1'-0"
WINDOW SILL 25
A6.1 3" = 1'-0"
WINDOW SILL 47
A6.1 3" = 1'-0"
EXT DOOR HEAD DETAIL8
A6.1 3" = 1'-0"
EXT DOOR JAMB DETAIL9
A6.1 3" = 1'-0"
EXT DOOR SILL DETAIL11
A6.1 3" = 1'-0"
INT. DOOR HEAD DETAIL12
A6.1 3" = 1'-0"
INT. DOOR JAMB DETAIL13
A6.1 3" = 1'-0"
INT. DOOR JAMB AT MULLION DETAIL14
A6.1 3" = 1'-0"
EXT. DOOR MULLION DETAIL10
A6.1 3" = 1'-0"
H.M. DOOR JAMB16
A6.1 3" = 1'-0"
H.M. DOOR HEAD15
A6.1 3" = 1'-0"
COT
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PROJECT NO:
IUW
MSR
202314
2023
DRAWN BY:
CHECKED BY:
COPYRIGHT:
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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12/6/23
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
QTY
7
10
2
3
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
W
4'
6'
15'
3'
12'
9'
12'
12'
3'-6"
4'-4"
14'-10"
4'-3"
3'-4"
4'-8"
4'-2"
6'-2"
6'-2"
5'-8"
5'-8"
10'-3"
6'-7"
5'-7"
6'-1"
15'-8"
10'-10"
H
3'
7'
7'
7'
7'
7'
4'-6"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
TYPE
SLIDING
ALUMINUM STOREFRONT
ALUMINUM STOREFRONT
ALUMINUM STOREFRONT
ALUMINUM STOREFRONT
ALUMINUM STOREFRONT
ALUMINUM STOREFRONT
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
INT. GLASS WALL SYSTEM
GLASS TYPE
A
A
A
A
A
A
A
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TEMPERED
---
---
---
---
---
---
---
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
NOTES/COMMENTS
SEE WINDOW TYPE
SEE WINDOW TYPE
SEE WINDOW TYPE
SEE WINDOW TYPE
SEE WINDOW TYPE
SEE WINDOW TYPE
SEE WINDOW TYPE
SEE WINDOW TYPE
A A
4'
3'
A
B
A
B
6'
7'
A
B
A
B
A
B
A
B
A
B
15'
7'
A
B
3'
7'
A
B
A
B
A
B
A
B
12'
7'
A
B
A
B
A
B
9'
7'
TYPE:A B C D E F
QTY:7 10 2 3 2 2
A A A A
12'
4'
-
6
"
E
E
E
E
E
E
E
E
12'
7'
E E
E E
6'-2"
7'
TYPE:G Z1 Z2
QTY:1 8 11
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
Z2
QTY
2
1
6
4
1
1
1
1
10
27
W
3'
6'
3'
3'
6'
6'
6'
3'
3'
H
7'
7'
7'
7'
7'
7'
7'
7'
6'-8"
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
EGRESS
TEMPERED
---
---
---
TEMPERED
TEMPERED
TEMPERED
TEMPERED
---
---
FIRE RATING
90 MIN
90 MIN
---
---
---
---
---
---
---
NOTES & COMMENTS
INSULATED FIBERGLASS EXTERIOR DOOR3'
7'
6'
7'
3'
7'
E
3'
7'
E E E E
6'
7'
TYPE:1 2 3 4 5
QTY:2 1 6 4 1
A A A A
6'
7'
C C
6'
7'
3'
7'
TYPE:6 7 8 Z2
QTY:1 1 1 10
1/4" CLEAR TEMPERED GLASS
1" INSULATING, LOW 'E' GLASS
1" INSULATING, LOW 'E' TEMPERED
GLASS
GLASS TYPES:
A
B
E
D 1" INSULATING OBSCURE GLASS
C 1" INSULATING, LOW 'E' TEMPERED,
OBSCURE GLASS
WINDOW SCHEDULE
N.T.S.
WINDOW LEGEND
N.T.S.
DOOR SCHEDULE
N.T.S.
DOOR LEGEND
N.T.S.
INTERIOR WINDOW/GLASS PARTITION SYSTEMS:
A. ALL INTERIOR WINDOW AND PARTITION SYSTEMS ARE MAKED WITH Z1 OR
Z2 TO INDICATE FIRST OR SECOND FLOOR.
B. ALL INTERIOR GLASS SHALL BE TEMPERED, 1/4" OR OTHER IF APPROVED
BY CONTRACTOR AND BUILDING OWNER.
C. FRAME SYSTEM AS SELECTED BY OWNER/CONTRACTOR AND PROVIDED
BY MANUFACTURER.
D. INSTALL INTERIOR WINDOW SYSTEMS PER MFR. REQM'T
INTERIOR DOOR/GLASS PARTITION SYSTEMS:
A. ALL INTERIOR DOORS WHICH ARE PART OF A PARTITION SYSTEM ARE
MAKED WITH Z1 OR Z2 TO INDICATE FIRST OR SECOND FLOOR.
B. DOOR PANELS WILL BE SELECTED BY OWNER FROM SYSTEM
MANUFACTURER, ANY GLASS MUST BE TEMPERED
C. FRAME SYSTEM AS SELECTED BY OWNER/CONTRACTOR AND PROVIDED
BY MANUFACTURER.
D. INSTALL INTERIOR PARTITION SYSTEMS PER MFR. REQM'T
LOCATION: REXBURG, ID
WIND SPEED: 115 ULTIMATE
EXPOSURE: C
FROST DEPTH: 36"
SEISMIC: D-1
Ss 0.39
S1 0.13
SDS 0.40
SD1 0.24
REGULATION: IBC 2018
AVEO SOLAR BUILDING REMODEL
ENGINEERING
LOADING:
ROOF SNOW: 35 PSF
ROOF DEAD: 25 PSF (INCREASED FOOR SOLAR)
GROUND SNOW: 59 PSF
OFFICE LIVE: 50 PSF
UPPER CORRIDORS LIVE: 80 PSF
LOBBIES AND FIRST CORRIDORS LIVE: 100 PSF
FLOOR TRUSSES DEAD: 15 PSF
8" HOLLOW CORE AND 4+ TOPPING: 100 PSF
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REENGINEERING IS REQUIRED.
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EXCAVATION, BACKFILL, AND GRADING:
1. ALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURAL, UNDISTURBED SOIL, OR ENGINEERED FILL TO COMPACTION
OF 95% IN 8" LIFTS. SHALLOW FOUNDATIONS SHALL COMPLY WITH (IBC 1809).
2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINE.
3. (R401.3) FINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS. MIN OF 6" IN FIRST 10'.
4. (2018 IRC R404.1.7) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT
STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT
DAMAGE BY THE BACKFILL.
5. ALL RETAINING WALLS REQUIRE DRAINAGE PER R405.1; CONNECT TO APPROVED DISCHARGE POINT. APPROVED
FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK (R405.1 FOR OTHER
DRAIN TYPES AND MATERIALS)
GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. WOOD STRUCTURAL PANELS TO CONFORM TO IBC 2306.3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS
4.3.6 & 4.3.7. (SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.)
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORTED BY BEAMS OR
COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED PER MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO
ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER APPROVED SIDING.
10. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORTED AND BRACED WHERE THEY CONNECT TO THE LIGHT
FRAME STRUCTURE.
11. (IBC 2308.4.2.4) DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGS
12. INSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTS.
DO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERS, UNLESS APPROVED PER MANUFACTURER.
13. PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTS.
14. WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE GRAIN INSTEAD OF TOENAIL.
15. GLUE-LAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWING:
A. (IBC REPORT 2519) I.B.C. COMBINATION 24F-V4 FOR SIMPLE SPANS, 24F-V8 FOR MULTIPLE SPANS OR
CANTILEVER BEAMS. LUMBER SHALL BE DOUGLAS FIR 2400 PSI. CAMBER FOR DEAD LOAD AS SHOWN ON
DRAWINGS.
B. FAILURE OF GLUE-LAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OF
BEAM IS NECESSARY.
C. WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTURE.
ROOF FRAMING NOTE:
1. ROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN
INDICATED IN ADDITION TO ANY AND ALL DRIFTING LOADS, WIND LOADS, EQUIPMENT LOADS AND OTHER LOADS
AS INDICATED ON FRAMING PLAN.
2. TRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILS
3. SIMPSON H1 TIES OR BETTER @ EA. TRUSS.
4. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES, PLY TO MATCH PLY OF GIRDER TRUSS U.N.O.
5. (2) SIMPSON H2.5A CLIPS @ EACH GIRDER TRUSS U.N.O.
GENERAL STRUCTURAL NOTE:
1. (IBC SECTION 101.3) THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED
PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR
MAINTAIN FUNCTION.
2. THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING
STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR
CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY
ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN
WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. NOT EVERY CONDITION OR FRAMING
ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL
USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS
ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS,
THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY REFERENCED
ON THE PLANS BUT SHALL APPLY NONETHELESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM
TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT
INFORMATION FOR CLARITY.
5. ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL
BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE
BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION,
UNLESS SPECIFICALLY CONTRACTED FOR.
CODES AND SPECIFICATIONS
1. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION
2. ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
3. NATIONAL DESIGN SPECIFICATION (NDS) & SUPPL. FOR WOOD CONST. - 2018 EDITION
4. SPECIAL DESIGN PROVISION FOR WIND & SEISMIC - 2015 EDITION
5. ASCE 7-16 MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
GENERAL NOTES
1. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY
THE BUILDER.
2. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATION FROM THE DRAWINGS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
4. INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUIREMENTS.
5. DETAILS ARE REPRESENTATIONS/ DEPICTIONS ONLY. FOLLOW WRITTEN CALLOUTS.
6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORD.
7. (2018 IRC CHAPTER 14)HEATING & COOLING EQUIPMENT / APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
CONCRETE COVER REQUIREMENTS (PER ACI 318-19)
COVER REQUIREMENTS FOR CAST-IN-PLACE (TABLE 20.5.1.3.1)
1- CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND (MEMBER: ALL)
(REINFORCEMENT: ALL) SPECIFIED COVER: 3”
2- EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: ALL) (REINFORCEMENT: NO. 6
THROUGH NO. 18 BARS:) SPECIFIED COVER: 2”
3- EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: ALL) (REINFORCEMENT: NO. 5
BAR, W31 OR D31 WIRE, AND SMALLER) SPECIFIED COVER: 1-1/2”
4- NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: SLABS, JOISTS, AND
WALLS) (REINFORCEMENT: NO. 14 AND NO. 18 BARS) SPECIFIED COVER: 1-1/2”
5- NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: SLABS, JOISTS, AND
WALLS) (REINFORCEMENT: NO. 11 BAR AND SMALLER) SPECIFIED COVER: 3/4”
6- NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: BEAMS, COLUMNS,
PEDESTALS, AND TENSION TIES) (REINFORCEMENT: PRIMARY REINFORCEMENT, STIRRUPS,
TIES, SPIRALS, AND HOOPS) SPECIFIED COVER: 1-1/2”
FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/
ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON
APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 2000 PSF BASED ON
PROVIDED GEOTECHNICAL REPORT. SEE REPORT FOR MORE DETAILS. IF CONTRACTORS
ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS
ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA. BEAR FOOTING ON SAME TYPE OF
UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTURE.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS ARE
REQUIRED.
6. LAP REBAR SPLICES. THE MAXIMUM GAP BETWEEN NONCONTACT PARALLEL BARS AT A LAP
SPLICE SHALL NOT EXCEED THE SMALLER OF 1/5 THE REQUIRED LAP LENGTH AND 6 INCHES.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR ALL REBAR.
8. DAMP-PROOF FOUNDATION WALLS IN ACCORDANCE TO 2018 IBC.
9. A 6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER SHALL BE PROVIDED.
10. COMPLY W/ ACI 306R COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY
TEMPERATURE IS EXPECTED TO DROP BELOW 40ºF FOR 3 OR MORE SUCCESSIVE DAYS. DO NOT
PLACE CONCRETE AGAINST FROZEN EARTH.
11. COMPLY WITH ACI 305R HOT WEATHER CONCRETE STANDARDS.
12. CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD
FASHION IN LENGTHS NOT TO EXCEED 20 FEET IN ANY DIRECTION.
13. ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE
STRUCTURE, U.N.O ON THE DRAWINGS. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH
THE JOINTS.
14. ANCHOR BOLTS SHALL BE A36/ F1554 GRADE 36 OR BETTER.
15. ALL REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE
OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE
PLACEMENT OPERATION.
STANDARD HOOKS FOR THE DEVELOPMENT OF DEFORMED BARS IN TENSION (PER ACI 318-19)
STANDARD HOOK GEOMETRY (SEE TABLE FOR DIAGRAM)
90-DEGREE HOOK:
1- BAR SIZE NO.3-NO.8 - INSIDE BEND DIAMETER: (6) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: 12 BAR
DIAMETERS
2- BAR SIZE NO.9-NO.11 - INSIDE BEND DIAMETER: (8) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: 12 BAR
DIAMETERS
3- BAR SIZE NO.14-NO.18 - INSIDE BEND DIAMETER: (10) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: 12 BAR
DIAMETERS
180-DEGREE HOOK:
1- BAR SIZE NO.3-NO.8 - INSIDE BEND DIAMETER: (6) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH:
GREATER OF 4 BAR DIAMETERS AND 2.5”
2- BAR SIZE NO.9-NO.11 - INSIDE BEND DIAMETER: (8) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH:
GREATER OF 4 BAR DIAMETERS AND 2.5”
3- BAR SIZE NO.14-NO.18 - INSIDE BEND DIAMETER: (10) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH:
GREATER OF 4 BAR DIAMETERS AND 2.5”
EXPOSURE CATEGORIES AND CLASSES (PER ACI 318-19)
PER TABLE 19.3.1.1
- FOUNDATION WALLS: EXPOSURE CLASS F2
- FOUNDATION FOOTINGS UNDER FOUNDATION WALLS: EXPOSURE CLASS F2
- FOUNDATION FOOTINGS INTERIOR: EXPOSURE CLASS F2
- CONCRETE SLABS INTERIOR: EXPOSURE CLASS F2
-CONCRETE SLAVS EXTERIOR: EXPOSURE CLASS F3
REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (PER ACI 318-19)
PER TABLE 19.3.2.1 - FOR REFERNCES SEE ACI 318 MANUAL
EXPOSURE CLASS F2 - MAXIMUM W/CM: 0.55 - MINIMUM FC' PSI: 3500 - AIR CONTENT PER 19.3.3.1 -
LIMITS ON CEMENTITIOUS MATERIALS: N/A
EXPOSURE CLASS F3 - MAXIMUM W/CM: 0.40 - MINIMUM FC' PSI: 5000 - AIR CONTENT PER 19.3.3.1 -
LIMITS ON CEMENTITIOUS MATERIALS: PER 26.4.2.2(B)
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REENGINEERING IS REQUIRED.
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6'30'-6"5'-3"5'-3"
48'-6"
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5'
3'
20'-97/8"4'-1"5'5'-71/8"9'-10"
52
'
16'-6"20'
15
'
10
'
-
6
"
4'-1"
3'
-
9
"
1'
-
3
"
1'
1'
-
9
"
4'
-
3
"
2'
-
3
"
3'
2'
-
9
"
3'
-
9
"
2'
-
3
"
1'
1'
-
9
"
4'
-
3
"
2'
-
3
"
3'
-
6
"
2'
-
3
"
4'
-
3
"
1'
-
6
"
2'
-
3
"
4'
-
3
"
1'
-
9
"
1'
1'
-
3
"
3'
-
9
"
2 3/4"
8'-
3/8"
2 3/4"1'-9"
12'-6"2'-6"9'-6"4'-3"
23/4"
10'-1/2"
23/4"
11
'
-
4
5/
8
"
4'
15
'
-
2
5/
8
"
4'
17
'
-
4
5/
8
"
2'
2'
2'
2'
6'
8'
8'
6'
6'
8'
6'
6'
8'
6'
36'-6"
23/4"5'-1/2"14'-6"23/4"
F18
1/A4.1
1/A4.2
1/
A4
.
4
1/
A5
.
1
1/
A5
.
1
2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
1/
A5
.
2
1/
A5
.
2
FW4
FW3
FW
3
FW1
FW
1
FW4
FW
4
FW
4
FW
4
FW4
FW
2
FW2
FW
2
FW4
FW
1
F4
F4F4
F8
F8
F4
FW1
F8
F8
F8
F8
F8
F4
F4
F4
F8
F4
F4
L2
L2
L2
L2
L2
L2
L2
FW5
FW5
VERIFY SLAB DEPTH
WITH ENGINEER
F1
7
F1
7
VERIFY COLUMN
DIRECTLY UNDER
EXISTING I-BEAM AND
GLULAM
VERIFY COLUMN
DIRECTLY UNDER
EXISTING I-BEAM AND
GLULAM
F17
F4
F17
THROUGH PORTION INDICATED WITH DASHED LINES:
(2) #5 VERTICAL BAR @8" SPACING
#4 BAR HORIZONTAL @ 12" MAX SPACING
THROUGH PORTION INDICATED WITH DASHED LINES:
(2) #5 VERTICAL BAR @8" SPACING
#4 BAR HORIZONTAL @ 12" MAX SPACING
THROUGH PORTION
INDICATED WITH
DASHED LINES:
ADDITIONAL
(2) #5 VERTICAL
BAR @ 10", #3 TIES
@ 12" O.C.
THROUGH PORTION
INDICATED WITH
DASHED LINES:
ADDITIONAL
(2) #5 VERTICAL
BAR @ 10", #3 TIES
@ 12" O.C.
FOOTING SCHEDULE
ID
F4
F8
F17
F18
WIDTH
18"
36"
72"
96"
DEPTH
10"
10"
12"
12"
FOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
72” X 72” X 12” SPREAD FOOTER
96” X 96” X 12” SPREAD FOOTER
FOOTING REBAR
(2) #4 BAR CONT.
(3) #4 BAR CONT. #4 CROSS BARS @ 18” O.C.
(6) #5 BOTH WAYS
(8) #5 BOTH WAYS
PIER (IF REQUIRED)
---
---
---
---
SIMPSON TIES
SYM
5
39
ID
5
39
QTY
30
24
TYPE
STHD14
MSTC78
SPACING
AS SHOWN
AS SHOWN
NOTES
CENTER STRAP OVER FLOOR DIAPHRAGM
FOUNDATION WALLS
WALL ID
FW1
FW2
FW3
FW4
FW5
THICK
8"
8"
8"
12"
16"
HEIGHT
3'
8'
14'-4"
14'-4"
14'-4"
VERT BAR
#4
#4
#5
#5
#5
VERT SPACING
18" O.C.
18" O.C.
12" O.C.
12" O.C.
12" O.C.
HORIZ BAR
#4
#4
#5
#5
#5
HORIZ SPACING
18" O.C.
18" O.C.
18" O.C.
18" O.C.
18" O.C.
BAR IN TOP 12"
(2)
(2)
(2)
(2)
(2)
J-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
5/8" W/7" EMBED
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACING
32" O.C.
32" O.C.
32" O.C.
32" O.C.
32" O.C.
NOTES
OFFSET J-BOLTS TO ACCOMODATE FLOOR
SEE ADDITIONAL REBAR CALLOUT
LINTEL SCHEDULE
ID
L2
LINTEL HEIGHT
12"
TOP BAR
(2) #5
BOTTOM BAR
(2) #5
STIRRUP SIZE
NA
STIRRUP SPACING
NA
5 FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
DE
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REENGINEERING IS REQUIRED.
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
OL
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SB3
SB3
SB1
SB2
SB4 CANTILEVER
CANTILEVER
LOWER BEAM
BENEATH EXISTING
(SEE DETAIL) (BOTH
TYP.)
LOWER BEAM
BENEATH EXISTING
(SEE DETAIL) (BOTH
TYP.)
COMPACTED FILL (95% MIN.) WITH 4"
GRAVEL BED & 6 MIL. MOISTURE
BARRIER TO SUPPORT 4" SLAB.
4'-0" X 8" HOLLOW-CORE PRECAST PANELS
PER MANUFACTURER - 3" TOPPING
4'-0" X 8" HOLLOW-CORE PRECAST PANELS
PER MANUFACTURER - 3" TOPPING
4'-0" X 8" HOLLOW-CORE PRECAST PANELS
PER MANUFACTURER - 3" TOPPING
4'-0" X 8" HOLLOW-CORE PRECAST PANELS
PER MANUFACTURER - 3" TOPPING
1/
A5
.
1
1/
A5
.
1
2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
1/
A5
.
2
1/
A5
.
2
INDICATES REQUIRED POCKET
TO ACCOMODATE EXISTING
BEAM. ALLOW 1/2" MIN. SPACE
ON SIDES & TOP OF BEAM,
ENSURE CONCRETE IS NOT IN
CONTACT WITH WOOD.
INDICATES REQUIRED POCKET
TO ACCOMODATE EXISTING
BEAM. ALLOW 1/2" MIN. SPACE
ON SIDES & TOP OF BEAM,
ENSURE CONCRETE IS NOT IN
CONTACT WITH WOOD.
INDICATES POCKET TO RECIEVE
STEEL BEAM, PROVIDE 1/2" PLATE
ON BOTTOM OF POCKET TO WELD
BEAM TO, TYP. ALL LOC.
SIMPSON TIES
SYM
5
39
ID
5
39
QTY
30
24
TYPE
STHD14
MSTC78
SPACING
AS SHOWN
AS SHOWN
NOTES
CENTER STRAP OVER FLOOR DIAPHRAGM
STEEL FLOOR BEAMS
ID
SB1
SB2
SB3
SB4
BEAM SIZE/TYPE
W12X50
W12X50
W16X77
W16X77
CONNECTION 1
CUSTOM
CUSTOM
POCKET
POCKET
CONNECTION 2
CUSTOM
CUSTOM
CUSTOM
CUSTOM
LENGTH (VERIFY)
329 7/8"
364 1/4"
255 1/4"
436 7/8"
QUANTITY
1
1
2
1
2 MAIN LEVEL FLOOR FRAMING
SCALE: 3/16" = 1'-0"
DE
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
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39
39
39
39
39
39
39
39
39
3939 3939
39
39
39
39 39
39
39
39
39
39
19'-6"
4'-2"
14'-45/8"
16'-21/8"
10'-6"
18'4'-2"
5'-5"
1/
A5
.
1
1/
A5
.
1
2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
INDICATES APPX. LOCATION OF WHERE EXISTING ROOF
BEAM PENETRATES FLOOR. ADDITIONAL SOLID BLOCKING
MAY BE REQUIRED FOR JOIST HANGER SUPPORT. FIELD
VERIFY LOCATION AND PRESENCE OF BLOCKING PRIOR TO
JOIST INSTALLATION.
THIS BEAM MAY REQUIRE MODIFICATION TO
ALLOW EXISTING BEAM TO REMAIN CONTINUOUS.
DOUBLE JOIST AT BALCONY EDGE
DOUBLE JOIST AT BALCONY EDGE, PROVIDE
SOLID BLOCKING FOR STAIR STRINGER
SECUREMENT. TYP.
DOUBLE JOIST AT BALCONY EDGE,
PROVIDE SOLID BLOCKING FOR
STAIR STRINGER SECUREMENT.
TYP.
COLUMN BELOW, ENSURE
COLUMN IN BASEMENT
FOR CONT. BEARING.
INDICATES APPX. LOCATION OF EXISTING ROOF BEAM
WHERE IT PENETRATES FLOOR. ALLOW GAP FOR JOIST
INSTALLATION.
INDICATES APPX. LOCATION OF EXISTING ROOF BEAM
WHERE IT PENETRATES FLOOR. ALLOW GAP FOR JOIST
INSTALLATION.
FB2
FB2
FB2
FB3
FB3
FB3
FB4 FB1
FB1
FB1
FB1
FB1
22" MANUFACTURED FLOOR TRUSSES @ 24" O.C.
22" MANUFACTURED FLOOR TRUSSES @ 24" O.C.
22
"
MA
N
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24
"
O.
C
.
1/
A5
.
2
1/
A5
.
2
10'-7"
2'
8'-6"
INDICATES APPX. LOCATION OF WHERE EXISTING ROOF
BEAM PENETRATES FLOOR. ADDITIONAL SOLID BLOCKING
MAY BE REQUIRED FOR JOIST HANGER SUPPORT. FIELD
VERIFY LOCATION AND PRESENCE OF BLOCKING PRIOR TO
JOIST INSTALLATION.
SIMPSON TIES
SYM
5
39
ID
5
39
QTY
30
24
TYPE
STHD14
MSTC78
SPACING
AS SHOWN
AS SHOWN
NOTES
CENTER STRAP OVER FLOOR DIAPHRAGM
FLOOR BEAMS
ID
FB1
FB2
FB3
FB4
PLY
2
1
1
1
BEAM SIZE/TYPE
1-3/4"X22" LVL
5-1/8"X21" 24F-V4 GLB
6-3/4"X24"" 24F-V4 GLB
8-3/4"X21" 24F-V4 GLB
BEAM HANGER
MIU3.56/20
CUSTOM
SIMPSON HCJTZ
CUSTOM
NOTES
HANG FROM EXIST. BEAM
HANG FROM EXIST. COL.
SIMPSON TIES
SYM
5
39
ID
5
39
QTY
30
24
TYPE
STHD14
MSTC78
SPACING
AS SHOWN
AS SHOWN
NOTES
CENTER STRAP OVER FLOOR DIAPHRAGM
2 SECOND LEVEL FLOOR FRAMING
SCALE: 3/16" = 1'-0"
FLOOR TRUSS DESIGN AND SPACING PER MANUFACTURER.
OVER PRESSURE TREATED SILL PLATE. 3/4" T&G OSB w/ GLUE AND
10d RING SHANK NAILS 3/12 SPACING (TYP)
DE
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THESE PLANS ARE
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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12/6/2023
THESE PLANS ARE
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
OL
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UP
UP
UP
UP
2
A
A
A
A
A
A
A
1
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.3
1.2
1.10
1.10
1.7
1.131.131.131.131.131.13
L2
L2
L2
L2
L2
L2
L2
C9
C10
C13
C12
C10
C4
C13
EXISTING
EXISTING
EXISTING DOOR TO REMAIN
EXISTING DOOR TO REMAIN
UL U301 WALL, 2 HOUR
RATED, CONT. TO CONC.
ABOVE
2 HR. CMU CONSTRUCTION TO REMAIN
2 HR. CMU CONSTRUCTION
TO REMAIN
1.1
1.211.21
1.20
1.20
1.20
1.20
1.20
EXISTING
DOOR TO
REMAINSTORAGE
2,089 sq ft
H: 156"
STORAGE
61 sq ft
H: 120"MECH.
132 sq ft
H: 120"
FOYER
305 sq ft
H: 120"
STORAGE
888 sq ft
H: 120"
MEN
91 sq ft
H: 120"
WOMEN
84 sq ft
H: 120"
FOYER
225 sq ft
H: 120"
1/A4.1
1/A4.2
1/
A4
.
4
1/
A5
.
1
1/
A5
.
1
2/A5.1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
3
3
1/
A5
.
2
1/
A5
.
2
SHWR
38 sq ft
H: 120"
SHWR
36 sq ft
H: 120"
1
1.11.11.11.1
1.3
1.131.13
COLUMN SCHEDULE
ID
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
MATERIAL
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
(6) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
6X8 DF #1 OR BETTER
4X4X1/4 HSS
4X4X1/4 HSS
4X4X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
POST CAP
NA
NA
SIMPSON EPC6Z
NA
NA
SIMPSON EPC6Z
SIMPSON CCQ5-8SSDS2.5
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
POST BASE
NA
NA
NA
NA
NA
NA
NA
CUSTOM
CUSTOM
EBP-2
CUSTOM
EBP-1
EBP-2
QUANTI...
1
2
2
5
1
2
2
1
1
2
2
1
2
LINTEL SCHEDULE
ID
L2
LINTEL HEIGHT
12"
TOP BAR
(2) #5
BOTTOM BAR
(2) #5
STIRRUP SIZE
NA
STIRRUP SPACING
NA
WINDOW SCHEDULE
ID
A
B
C
D
D
E
F
G
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
TYPE
SLIDING
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
QTY
7
10
2
2
1
2
2
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
1
SIZE
W
4'
6'
15'
3'
3'
12'
9'
12'
3'-4"
3'-6"
4'-2"
4'-3"
4'-4"
4'-8"
12'
14'-10"
5'-7"
5'-8"
5'-8"
6'-1"
6'-2"
6'-2"
6'-7"
10'-3"
10'-10"
15'-8"
HT
3'
7'
7'
7'
7'
7'
7'
4'-6"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
HEAD
HEIGHT
12'
7'
7'
7'
13'-6"
7'
7'
13'-2"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'
7'-5"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
TEMPERED
---
---
---
---
---
---
---
---
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
NOTES
DOOR SCHEDULE
ID
1
1
2
3
3
3
4
5
6
7
8
Z2
TYPE
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Interior
QTY
1
1
1
2
1
3
4
1
1
1
1
10
DOOR
W
3'
3'
6'
3'
3'
3'
3'
6'
6'
6'
3'
3'
HT
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
6'-8"
NOTES
SHOWER
STAIRWELL
STAIRWELL
SHOWER
OFFICE
RESTROOM
OFFICE
12' OPENING
12' OPENING
EXT. STAIRWELL
SHOWER
2 BASEMENT LEVEL WALL FRAMING
SCALE: 3/16" = 1'-0"
DE
S
C
R
I
P
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DA
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PLN# DONT FORGET
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12/6/2023
12
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A
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4
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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20
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12/6/2023
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
OL
D
FR
O
N
T
I
E
R
PI
E
S
BU
I
L
D
I
N
G
RE
M
O
D
E
L
UP
UP
D
DN
D
N
DN
B
B
C
B
B
B
7
6
Z1
5
3
E F
3
DW
1/A4.1
1/A4.2
1/
A5
.
1
1/
A5
.
1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
C8
H3H3
H2
H2
H2
H8
H2
H2
H2
H2
H3
C6
C6
C4
SW4
SW
4
SW
4
SW4
SW
4
SW
4
SW
4
SW4
SW4
SW4
SW
4
SW4
C11
MEN'S
158 sq ft
H: 109 3/4"
WOMEN'S
154 sq ft
H: 109 3/4"
F
1/
A5
.
2
1/
A5
.
2
C11
C4 C2
C4
C5
C2
C4
C1
EXISTING
EXISTING
HEADERS
ID
H2
H3
H8
PLY
2
2
3
SIZE
2X12 SPF
1-3/4 x 9-1/2 LVL
1-3/4 x 14 LVL
NOTE
(OR H3)
SHEAR WALL SCHEDULE
ID
SW4
LOCATION
EXTERIOR
TYPE
5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION )
COLUMN SCHEDULE
ID
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
MATERIAL
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
(6) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
6X8 DF #1 OR BETTER
4X4X1/4 HSS
4X4X1/4 HSS
4X4X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
POST CAP
NA
NA
SIMPSON EPC6Z
NA
NA
SIMPSON EPC6Z
SIMPSON CCQ5-8SSDS2.5
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
POST BASE
NA
NA
NA
NA
NA
NA
NA
CUSTOM
CUSTOM
EBP-2
CUSTOM
EBP-1
EBP-2
QUANTI...
1
2
2
5
1
2
2
1
1
2
2
1
2
WINDOW SCHEDULE
ID
A
B
C
D
D
E
F
G
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
TYPE
SLIDING
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
QTY
7
10
2
2
1
2
2
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
1
SIZE
W
4'
6'
15'
3'
3'
12'
9'
12'
3'-4"
3'-6"
4'-2"
4'-3"
4'-4"
4'-8"
12'
14'-10"
5'-7"
5'-8"
5'-8"
6'-1"
6'-2"
6'-2"
6'-7"
10'-3"
10'-10"
15'-8"
HT
3'
7'
7'
7'
7'
7'
7'
4'-6"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
HEAD
HEIGHT
12'
7'
7'
7'
13'-6"
7'
7'
13'-2"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'
7'-5"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
TEMPERED
---
---
---
---
---
---
---
---
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
NOTES
DOOR SCHEDULE
ID
1
1
2
3
3
3
4
5
6
7
8
Z2
TYPE
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Interior
QTY
1
1
1
2
1
3
4
1
1
1
1
10
DOOR
W
3'
3'
6'
3'
3'
3'
3'
6'
6'
6'
3'
3'
HT
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
6'-8"
NOTES
SHOWER
STAIRWELL
STAIRWELL
SHOWER
OFFICE
RESTROOM
OFFICE
12' OPENING
12' OPENING
EXT. STAIRWELL
SHOWER
HEADERS
ID
H2
H3
H8
PLY
2
2
3
SIZE
2X12 SPF
1-3/4 x 9-1/2 LVL
1-3/4 x 14 LVL
NOTE
(OR H3)
SHEAR WALL SCHEDULE
ID
SW4
LOCATION
EXTERIOR
TYPE
5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION )
COLUMN SCHEDULE
ID
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
MATERIAL
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
(6) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
6X8 DF #1 OR BETTER
4X4X1/4 HSS
4X4X1/4 HSS
4X4X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
POST CAP
NA
NA
SIMPSON EPC6Z
NA
NA
SIMPSON EPC6Z
SIMPSON CCQ5-8SSDS2.5
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
POST BASE
NA
NA
NA
NA
NA
NA
NA
CUSTOM
CUSTOM
EBP-2
CUSTOM
EBP-1
EBP-2
QUANTI...
1
2
2
5
1
2
2
1
1
2
2
1
2
4 MAIN LEVEL WALL FRAMING
SCALE: 3/16" = 1'-0"
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
DA
T
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MA
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V
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FR
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:
S-302
PLN# DONT FORGET
DR
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CH
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2
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12/6/2023
12
7
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Ma
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11
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ID
83
4
4
0
ww
w
.
s
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20
8
-
8
5
2
-
6
2
3
6
So
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Fo
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De
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ID
A
H
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83
4
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0
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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12/6/2023
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
OL
D
FR
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BU
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DN UP
DO
W
N
UP
D
B
B
C
B
B
B
E F
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2Z2
3
D
1/A4.1
1/A4.2
1/
A5
.
1
1/
A5
.
1
1/
A5
.
3
1/
A5
.
3
2/A5.3 2/A5.3
1/
A5
.
2
1/
A5
.
2
C3
C7
C7
C3
H2H3H3
H2
H2
H2
H8
H2
H2
H2
SW
4
SW4
SW
4
SW4
SW
4
SW4
SW
4
SW4
SW
4
S
W
4
SW4
SW4
SW
4
HEADERS
ID
H2
H3
H8
PLY
2
2
3
SIZE
2X12 SPF
1-3/4 x 9-1/2 LVL
1-3/4 x 14 LVL
NOTE
(OR H3)
SHEAR WALL SCHEDULE
ID
SW4
LOCATION
EXTERIOR
TYPE
5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION )
HEADERS
ID
H2
H3
H8
PLY
2
2
3
SIZE
2X12 SPF
1-3/4 x 9-1/2 LVL
1-3/4 x 14 LVL
NOTE
(OR H3)
SHEAR WALL SCHEDULE
ID
SW4
LOCATION
EXTERIOR
TYPE
5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION )
COLUMN SCHEDULE
ID
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
MATERIAL
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
(6) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
6X8 DF #1 OR BETTER
4X4X1/4 HSS
4X4X1/4 HSS
4X4X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
6X6X1/4 HSS
POST CAP
NA
NA
SIMPSON EPC6Z
NA
NA
SIMPSON EPC6Z
SIMPSON CCQ5-8SSDS2.5
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
CUSTOM
POST BASE
NA
NA
NA
NA
NA
NA
NA
CUSTOM
CUSTOM
EBP-2
CUSTOM
EBP-1
EBP-2
QUANTI...
1
2
2
5
1
2
2
1
1
2
2
1
2
WINDOW SCHEDULE
ID
A
B
C
D
D
E
F
G
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
TYPE
SLIDING
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
ALUMINUM ...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
INT. GLASS...
QTY
7
10
2
2
1
2
2
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
1
SIZE
W
4'
6'
15'
3'
3'
12'
9'
12'
3'-4"
3'-6"
4'-2"
4'-3"
4'-4"
4'-8"
12'
14'-10"
5'-7"
5'-8"
5'-8"
6'-1"
6'-2"
6'-2"
6'-7"
10'-3"
10'-10"
15'-8"
HT
3'
7'
7'
7'
7'
7'
7'
4'-6"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
HEAD
HEIGHT
12'
7'
7'
7'
13'-6"
7'
7'
13'-2"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'-5"
7'
7'-5"
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
TEMPERED
---
---
---
---
---
---
---
---
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
NOTES
DOOR SCHEDULE
ID
1
1
2
3
3
3
4
5
6
7
8
Z2
TYPE
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Interior
QTY
1
1
1
2
1
3
4
1
1
1
1
10
DOOR
W
3'
3'
6'
3'
3'
3'
3'
6'
6'
6'
3'
3'
HT
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
7'
6'-8"
NOTES
SHOWER
STAIRWELL
STAIRWELL
SHOWER
OFFICE
RESTROOM
OFFICE
12' OPENING
12' OPENING
EXT. STAIRWELL
SHOWER
3 SECOND LEVEL WALL FRAMING
SCALE: 3/16" = 1'-0"
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REENGINEERING IS REQUIRED.
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1/
A5
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3
1/
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3
2/A5.3 2/A5.3
PARAPET BUILT INTO
FULL HEIGHT SECOND FLOOR WALL
14'-6" WALL HEIGHT FROM SUBFLOOR
PARAPET BUILT INTO
FULL HEIGHT WALL
FRAME WITH LSL STUDS
29'-1" TALL (BUILDER VERIFY)
PARAPET BUILT INTO
FULL HEIGHT SECOND FLOOR WALL
PARAPET BUILT INTO
FULL HEIGHT SECOND FLOOR WALL
14'-6" WALL HEIGHT FROM SUBFLOOR
6'
P
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B
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PA
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PA
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6'
PA
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8'
HE
E
L
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E
R
WA
L
L
5'-6"
RB2RB2
RB1
LOAD BEARING WALL
JOIST BLOCKING
BETWEEN PURLINS
(TYP.)
1-3/4"X11-7/8" LVL LEDGER
(2) LEDGERLOK @ 16" O.C.
- BLOCK WALL BEHIND
LEDGER AND ATTACH TO
BLOCKING
1-3/4"X11-7/8" LVL LEDGER W/
(1) LEDGERLOK INTO EXISTING
BEAM STAGGERED "V"
PATTERN @ 16" O.C.
JOIST BLOCKING
BETWEEN PURLINS
(TYP.)
RB4
RB4
RB3
RB6
RB6
RB5RB5
NOTE: SISTER RB4 ALONGSIDE DOUBLE TRUSS (TYP.)
(5) 2X6 UNDER BEAM (TYP.)
6' PARAPET BUILT
INTO TRUSS
11
-
7
/
8
"
TJ
I
21
0
@
16
"
O.
C
.
3/
1
2
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1/
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2
1/
A5
.
2
ROOF BEAMS
ID
RB1
RB2
RB3
RB4
RB5
RB6
WIDTH
5 1/8"
5 1/8"
5 1/8"
6 3/4"
5 1/8"
6 3/4"
HEIGHT
19 1/2"
21"
12"
12"
12"
12"
TYPE
GLULAM 24F-V8
GLULAM 24F-V8
GLULAM 24F-V4
GLULAM 24F-V4
GLULAM 24F-V4
GLULAM 24F-V4
BEAM HANGER
POCKET
SIMPSON HCJTZ
NA
NA
SIMPSON HCJTZ
SIMPSON CJT3Z
NOTE
DECORATIVE
KNEE BRACE
KNEE BRACE
1 ROOF FRAMING
SCALE: 3/16" = 1'-0"
NOTE: IT IS RESPONSABILITY OF CONTRACTOR TO VERIFY ALL MEASUREMENTS BEFORE ORDERING
TRUSSES OR OTHER FRAMING MATERIALS TO ENSURE PROPPER FITMENT
ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES W/ BLOCKING DESIGN PER
MANUFACTURER AS REQUIRED.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES MIN.
PLY TO MATCH PLY OF GIRDER TRUSS.
4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB ROOF DECKING 8D RING SHANK @ 6/12 SPACING.
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REENGINEERING IS REQUIRED.
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2
1
4
5 KEYNOTES
1 - HOLDOWN POST, EDGE NAILING
SHEATHING TO POST FULL HEIGHT.
2 - STHD HOLDOWN, SEE FND PLAN.
3 - SILL PLATE, SEE FND PLAN.
4 - REBAR PER FND PLAN.
5 - MIN EDGE DIST TO CONC CORNER
HOLDOWN
POSTMARK REQUIRED
NAILS
MIN EDGE
DISTANCE
EMBEDMENT
DEPTH
STHD8 OR
STHD8RJ
STHD10 OR
STHD10RJ
STHD14 OR
STHD14RJ
(2) 2X
(3) 2X
(3) 2X
(16) 16d
(20) 16d
(24) 16d
1 1/2"
1 1/2"
1 1/2"
0'-8"
0'-10"
1'-2"
11/2"
8"
31/
2
"
31/
2
"
8"
11/2"
1
2
3
4
6
7
5
8
16d NAILS @ 12" O.C. EACH ROW
(2) ROWS @ "h" ≤ 10", (3) ROWS
@ "h" › 10", STAGGER ROWS.
16d NAILS @ 12" O.C. EACH ROW
(2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS
EA FACE @ "h" › 10", STAGGER ROWS.
5/8" THRU BOLT @ 12" O.C. EACH ROW
(2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS
EA FACE @ "h" › 10", STAGGER ROWS.
KEYNOTES
1 - DBL TOP PLATE.
2 - CRIPPLE STUDS.
3 - 2X PLATE CONT.
4 - (4) 16d EACH END OF
HEADER
5 - HEADER, SEE FRAMING
PLANS
6 - BEARING STUDS (SEE
ABOVE SCHEDULE)
7 - KING STUDS (SEE ABOVE
SCHEDULE)
8 - (4) 16d EACH SIDE
SIZE OF OPENING
LESS THAN 4'-0"
4'-0" TO 8'-0"
8'-0" TO 12'-0"
KING STUDS
(1)
(2)
(3)
BEARING STUDS
(1)
(2)
(3)
(2) PLY MEMBERS
(3) PLY MEMBERS
(4) PLY MEMBERS
(2) STUDS
(3) STUDS
3" NAILS
(ONE SIDE)
3" NAILS
(BOTH SIDE)
12"
12"
12"
1/2"
8"
3/4"2"
WELDED STUD
ANCHORS
EBP-1
SIDE
TOP
8"
12"
12"
1/2"
31/2"
5/8"
2"
WELDED STUD
ANCHORS
EBP-2
SIDE
TOP
114 STHD HOLDOWN
NOT TO SCALE
31
205 TYPICAL OPENING FRAMING
NOT TO SCALE
33703-EMBED PLATE
NOT TO SCALE
35
703-EMBED PLATE
NOT TO SCALE
36
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REENGINEERING IS REQUIRED.
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