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The Bow Rack - Building Code Analysis
20Structural \
_ - -~ ~~- `~
lI/29/2Ul2
Location: 392[lStreet Springfield, OR97477
Tax Map: 17'03'26-24-02100
Scope fWork: This project consists ofanaddition and remodel ofanexisting
cornnneroie| building.
Building A 5141 SF (Existing Total)
7S8lSF(Total Following Addition)
Zone:�-2(�onnmnun|tyConnrnercia|)
Building Codes: JO19Oregon Structural Specialty Code (OSSC)
2Ol9Oregon Fire Code (OFC)
2O2lEnergy Efficiency Specialty Code (OEESC)
Deferred Submittals: Electrical and Lighting Plans
Plumbing Plans
Mechanical Plans and Energy Compliance Documentation
OSSC Chapter 3 Use andOcc Classification:
e Group B - Business (Office Space + Training and Skill Development) (3O4.l)
e Group WY - Mercantile (Retai|)
OSSC Chapter 5 General Building Heights d Areas:
• Construction Type -5B
w Proposed Building Area -7581SF
o Allowable -9000 SF(Table 5O8.2)
* Proposed Height' 1 -story- 13 feet
o Allowable '4Ofeet (Table 5O4.3)
w Mixed Use and Occupancy (Section 5O8)
o AdiaoentC}ccupanc|es-Group K4 (Mercantile)
o Separation Requirements (Table 5U8.4)
- GroupBandGroupM-Sepanationnotrequ|ned
• FireSpr|nk|cry-MotProvided
OSSC Chapter 6 fConstruction:
• Retai|Aneas- M Occupancy, 5B Construction (Table 502)
oExterior Walls < 5f1fire separate distance
° 2-hourrating required
m Apply toboth &4and 8areas (Brequires l -hour)
OSSCChapter 7 Fire and Smoke Protection Featnes
• Retail Areas -W4Occupancy, 513Construction (Table 6O2)
o Exterior Walls < 5 ft fire separate distance
= 2-hourrating required
• Apply toboth Mand Bareas (Brequires l -hour)
F K U J EC"' T
ou"" I R" E C" TO R]
PERMIT NO:
lreffiNWU
RIVERS EDGE ENGINEERING
80810 Davisson Road
Creswell, OR 97426
ELECTRICIAN
1,8 WEST Q STREET
SPRINGFIELD, OR. 97471
541-747-6638 - X303
GENERAL
1-1.0 PROJECT INFORMATION
ARCHITECTURAL
A -1.0 FIRE LIFE AND SAFETY, REVISED
FLOOR PLANS, FRAMING DETAILS
A -2.0 ROOF FRAMING AND FOUNDATION
A -3.0 ELEVATIONS AND SECTIONS
A -4.0 EXISTING FLOOR AND ELEVATIONS
PARKING REQUIREMENTS
POD UNITS -5 (OFFICES, LOBBY AND
COMMON AREAS)
11 - TOTAL SPOTS
REQUIRED (50%- REDUCTION) = 5.5
4 SPACES TOTAL (1- ADA SPACE)
BICYCLE PARKING
10.21111 111010i " 1011.04 LIT, IZMA 1IN 114 10
TABLE 1
REQUIRED STRUCTURAL SPECIAL INSPECTIONS
INSPECTION
01.26.22
IBC CODE
CODEorSTANDARD
FREQUENCY
SYSTEM or MATERIAL
REMARKS
REFEREN
REFERENCE
CE
REVISION
CONCRETE
SPECIAL INSPECTIONS APPLY TO ANCHOR
PRODUCT NAME, TYPE, AND DIMENSIONS,
cc
HOLE DIMENSIONS, COMPLIANCE WITH DRILL
INSPECTION OF ANCHORS
1909.1
ACI 318:
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BIT REQUIREMENTS, CLEANLINESS OF THE
INSTALLEDIN
TABLE
3.8.6,8.1.3,21,1,8
MINE)"
X
HOLE AND ANCHOR, ADHESIVE EXPIRATION
HARDENED CONCRETE
1705,3
DATE. ANCHORIADHESIVE INSTALLATION,
LU
ANCHOR EMBEDMENT, AND TIGHTENING
TORQUE
OSSC Chapter 10 Means of
* Ceiling Height (Section 1003.2)
� o Minimum 7'-6"' `
o 10'-6" Provided
* Floor Surface (Section IC03.4)
oSlip resistant floor surface required per note 6,sheet 2.
o Concrete floor with non -slip sealer
* Occupant Load (Section 1OO4)
oBusiness Areas -l5USF/Occupant
= 5O6O8F/15OSF/Occ=34Occupants
oMercantile Areas -6OSF/C)ccupant
- Z52OSF/6OSF/Occ=42Occupants
oTotal Occupant Load -75Occupants
* Means ofEgress Sizing (Section IOO5)
• Stairway egress sizing required (1OO5.g.1) '
= NA
oOther areas ' required capacity based mnoccupant load (l0O5.3)
* O.2inch per occupant
* O.2n78=l5.2inches
= Egress sizing controlled bycomponent
* Number of Exits and Exit Access Doorways (Section 1OO8)
oTable 1OO6.2.1-Spaces with One Exit orExit Access Doorway
o Occupancy B/M,OL>3C\Without Sprinkler System
° Maximum Occupant Load mfSpace
* 49 occupants
= K4axirnuno Common Path ofEgress Travel Distance
* 75 feet
* Exit and Exit Access Doorway Configuration (Section 1OO7)
o One exit required, per 1006.2.1.
* Means ofIllumination (Section 1OO@)
o Means of egress illumination level shall not be less than Ifoot-cand|e at
the walking surface (1UO8.2.I)
= Illumination and lighting plan to beadeferred submittal
* Doors, Gates, and Turnstiles (Section 1O1O)
o Size ofdoors (1OlO.1.2)
- 32inch < door width <40inch
* 36 inches provided
- Height ofdoor openings shall not beless than @Dinches
* 8Oinches provided
o Direction ofSwing (1O1O.l.2.1)
° OL< 50l inward swing adequate
• Door opening force shall not exceed 5 pounds (Section 1010.I.3)
0 Floor elevation (1010.1.5)
- Floor elevation uneach side ofthe egress door shall be equivalent
o Thresholds (1010.1.7)
= Threshold shall not exceed 8"
* 8"orless noted mnplans
* Raised thresholds shall bebeveled and not exceed 50% slope
ChaAccessibility:
w
Accessible Parking Spaces
oTotal parking spaces provided <25
o Required Accessible parking spaces 1
OSSC Chapter Plumbing
* Minimum Number ofRequired Plumbing Fixtures (Table 2902.1)
oOccupancy M - Retail '42Occupant Load
" Water Closets -1per SO0occupants
* lrequired, 1provided (existing)
° Lavatories -1per 75Ooccupants
* 1required, 1provided (enisting)
- Separate facilities not required per 2902.I,exception 3.
oOccupancy B - Business- S4Occupant Load
�
Water Closets -1per 35for the first 5Oand 1per SOfor the
remainder exceeding SO
* 2 required, 2provided (exiyting)
�
Lavatories '1per 4Ofor the first 8Oand 1per MOfor the
remainder exceeding 8O
* 1 required, l provided (existing)
Separate facilities not required per 2902.2, exception 4.
1. General Requirements
1.1. Governing Codes and Standards
1.1.1. All codes and standards listed herein are amreferenced and
amended bythe local authority having jurisdiction:
2O1BOregon Specialty Structural Code
1.2. Statement of Special Inspection
1.2.1. The owner shall employ onindependent approved testing agency to
oversee and inspect the following portions ofstructural work
requiring special inspection.
1.3. Loads and Design Criteria
1.3.1. General
Risk Category: U
Occupancy: B/M
Construction Type: Type5B
Occupancy Load: 76
1.3.2. Snow Loads -25pef(Ground)
1.3.3. Live Loads
Roof Live Load: 2Opef
1.3.4. Wind Design Data
Basic Design Wind Speed '12Omph (8Mmph ASD)
Risk Category -||
Wind Expomure-B
Internal Pressure Coefficient -0.18
ComponentoendC|add|ng-NA
1.3.5. Seismic Loads
Main Lateral Force Resisting System -Light-framed vvaUo
sheathed wYwood structural panels -R=G.5'Oe=O.0OS8
Seismic Load Analysis per ASCE 7-10 Ch 12.8 -
Equivalent Lateral Force Procedure
Site Class: D |E: 1.0 Seismic Design
Category: D Risk Category: U
SI: 0.3839 8ml: 0.736 8oI: 0.480
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17A* -O"
HARDWARE SCHEDULE
SET #
DESCRIPTION
HARDWARE
HDWR
GYPSUM PANEL PRODUCTS, [A j "
(1)1 PR. DOOR BUTT HINGES
NOMINAL STUD
1. Nailheads - Exposed or covered with joint finisher.
(1) EA. LEVER KEYPAD LOCK SET
1
EXTERIOR MAN DOOR
(1) EA. AUTO CLOSER
FIELD NAILING
WIDTH AT
ABUTTING
(1) EA. METAL LATCH GUARD
classified veneer baseboard. joints reinforced.
I21-VI5r_ P
PANIC EXITING HARDWARE
2
INTERIOR MAN DOOR
THAT LISTED FOR SET #1 SAVE
and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads.
INSTALLED
PANIC HARDWARE
NEW WALLS AT OFFICE SPACE
( 120" / 101-0"+/-)
DOOR SCHEDULE
DOOR
DOOR
FRAME
HDWR
GYPSUM PANEL PRODUCTS, [A j "
FIBER -CEMENT SIDING, WOOD STUDS � t
NOMINAL STUD
1. Nailheads - Exposed or covered with joint finisher.
CASE
NOTES
#
EDGE NAILING
FIELD NAILING
WIDTH AT
ABUTTING
ANCHOR BOLT SIZE
AND SPACING
classified veneer baseboard. joints reinforced.
I21-VI5r_ P
3. Nails- 6d cement coated nails 1-7/8" long 0.0915 in. shank diam, a in.
C D E EF]J
SET
PANELS
and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads.
INSTALLED
HEIGHT
THICKNESS
MATERIAL
RATING
FINISH
MATERIAL
FINISH
4" O.C.
OR J"@ 32"
1
EXISTING
361x80"
1411
INSUL
30 MIN
MANUF
HOLLOW
MANUF
1
FRONT
J"@16" OR J"@ 24"
SW6
4" O.C.
4135
See 2, 63, 7c
METAL
u Design u308)
BOTH SIDES
METAL
---------- 5/8" GIaSRoc@ Sheathing Type
4X
2
NEW
36"x80"
1411
GLASS/
METAL
30 MIN
MANUF
METAL
MANUF
1
SIDE
ACCESS
3
NEW
36"x80"
14P1
WOOD/
GLASS
30 MIN
MANUF
WOOD
MANUF
1
REAR
ACCESS
cut washer is placed between the plate washer and the nut. The plate washer shall extend to within" of the edge of the bottom plate on
the side(s) with sheathing.
---------- 5/8" Gold Bond@ Brand
2
FIRE -SHIELD®
Gypsum Sheathing
PABCO Gypsum 518" FLAME CURB@ Type
4
NEW
36"x80"
1411
WOOD
N/A
MANUF
WOOD
MANUF
2
BATHROOMS
SOLID
5
NEW
72" 80"
1 41t
METAL GATE
N/A
PAINTED
METAL
PAINTED
ACCESS
6
NEW
36" X 8016
1 11
WOOD
N/A
MANUF
WOOD
MANUF
2
BATH/
STORG
7
NEW
42" X 80"12
METAL
N/A
PAINTED
METAL
PAINTED
LOCK
OFFICE
8
NEW
36" X 80"
11"
METAL
N/A
MANUF
METAL
MANUF
2
OFFICE
OEL - EMERGENCY LIGHTING PENDENT
-(WALL MOUNTED OR CEILING)
r SEL — EMERGENCY LIGHTING - EXTERIOR DOOR
EMERGENCY LIGHTING
EXIT - ARROWS INDICATE DIRECTION TRAVEL
— ALL EMERGENCY LIGHTING FIXTURES
TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE
DRAWING LEGEND
4) — INDICATES OCCUPANT LOADS OF ROOMS /AREAS
PATH OF EGRESS
KEYEDLPLAN NOTES
CAICt1U.cA IMI
2 X CRIPPLES @ 16
HDR PER PLAN
2X DOOR TRIM
EXISTING RETAIL/ SHOOTING RANGE TO BE 105 2" A.F.F.
ARCHERY/ SHOOTING AREA WALLS TO BE 105 2" A.F.F.
!\V15P
FLOOP,, PLAN AI\F,—rA1L, 1 N t\AN61�
scA,�; I fgil J illOil
KING STUD 2X
TRIMMER SUPPORTS
DR 1 a' MIN BRG,
2 X PLATE @ CONCRETE
MAX75° FOR PRIMARY
EGRESS PLAN FROM ROOMS
EGRESS ROUTES
ROUTE -A 611- 6" FROM FURTHEST POINT
TO ESCAPABLE ROUTE
ROUTE -B 331 - 6" FROM FURTHEST POINT
TO ESCAPABLE ROUTE
2" GYP. BOARD BOTH SIDES
BLOCK AS NEEDED
2 X 4 DF#2 STUDS @ 16" D.G.
TITEN HD SCREWS @ 48" O.C.
EXISTING CONCRETE SLAB
I i
E 1
i I
E
i !
L--- _.--.-------3
TITEN ANCHOR
MII
EXPOSED PIPES/ SURFACES
TO BE PROTECTED PER
ICC/ANSI A117.1
SEC. (606.6) $„
0
LEVER TYPE ADA HANDLES I (309)
t{?
cn
I. 36"
32"
17"-19" ABOVE FLOOR
A117,1 (604.4)
H!- \I V P I C \1 AC C L- 55 f L-' L_ L—
X 4 DF#2 STUD @ 16" O.C.
2 X 4 P.T. SILL PLT.
[TEN HD AT 4" O.C. AND
2" OF CORNERS (TYPICAL)
-sntra�-r� int fnlr'tis-rtnnl
EXISTING TRUSSES
I 177 71
f
F__ ATTACH TOP PLATE TO TRUSSES
W/ (3) 16d NAILS @ 24" O.C. @ iPERPENDICULAR CONNECTION'---_
2 X 4 DF#2 STUDS @ 16" O.C.
2" GYP BRD EACH SIDE
BLOCK AS NEEDED
EXISTING CONCRETE SLAB
TO REMAIN AS -IS
12" 42"
t__
max
39"-41 "
_7 Z0COAT HANGER
15"-40" IN HEIGHT
`?CAL[✓: I / �`' l � I , �� t
Zn
M cY7
- 24"-42" FROM REAR WALL
18"-48" ABOVE THE WALL
ELONGATED, OPEN FRONT SEAT
OPEC SEC. (408/408.1)
(1.6 GAL. / FLUSH W.C. (402.1))
NOTE: Y = 54" mint, if door has closer
I i
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SHEARWALL SCHEDULE
263 (XUV)
Design No. U301 PROPRIETARY" BEARING WALL RATED FINISHED RATE
2 - HOUR FIRE 66 MIN.
GYPSUM PANEL PRODUCTS, [A j "
FIBER -CEMENT SIDING, WOOD STUDS � t
NOMINAL STUD
1. Nailheads - Exposed or covered with joint finisher.
CASE
SHEATHING
NAILS
EDGE NAILING
FIELD NAILING
WIDTH AT
ABUTTING
ANCHOR BOLT SIZE
AND SPACING
classified veneer baseboard. joints reinforced.
I21-VI5r_ P
3. Nails- 6d cement coated nails 1-7/8" long 0.0915 in. shank diam, a in.
C D E EF]J
diam. heads,
PANELS
and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads.
SW1
tis" OSB OR
Y2" PLYWOOD
fid (COMMON MON
GALVANIZED
SOX)
6" Q.C.
12" O.C.
2X
1" a Q.
SW2
4" O.C.
OR J"@ 32"
SW3
3" O.C.
J"024" OR "@ 32"
SW4
2" O.C.
4X
J"@16" OR 8"@ 24"
SW5
7
its" OSS OR
J2" PLYWOOD
6„ Q.C.
2X
J"@16" OR J"@ 24"
SW6
4" O.C.
4135
See 2, 63, 7c
4"@12" OR 8"@ 16"
u Design u308)
BOTH SIDES
---------- 5/8" GIaSRoc@ Sheathing Type
4X
SW7
3" O.C.
J "@ 12"
SW8
2" O.C.
8"
GENERAL NOTES:
— All shear walls panels shall not be less than 4'x8', except at boundaries and changes in framing. Panel edges shalt land on framing
members or blocking with all edges fastened per the shear wall schedule
FiireguardO
— All nails referenced in the shear wall schedule shall be of the following types and min -sizes:
Lafarge North America Inc. 5/8" Firecheck@ Type X
8d common (2 J" x 0.131") or gal. box (2 }" x 0.113), t Od common (3" x 0.148") pr gal. box (3" x 0.128")
---------- 518" Firecheck® Sheathing
— Locate nails at least a from edge and ends of panels and members as well as between rows.
Type X
All sheathing shall lap onto and be "edge nailed" to all boundary members with attached holddowns.
National Gypsum Company - 5/8" Gold Bond® Brand
— Foundation anchors bolts shalt have steel plate washer under each nut not less than (0.229" x 3" x 3') in size. The hole in the plate
washer shall be permitted to have a 1-3/4" tong diagonal slot with a width of up to 16" larger than the bolt diameter, provided a standard
cut washer is placed between the plate washer and the nut. The plate washer shall extend to within" of the edge of the bottom plate on
the side(s) with sheathing.
48" LAP W/ (2) ROWS 16d COMMON NAILS
@ 4" O.C. - OFFSET ROWS
i TOP
16d NAILS
6
E S t
ELEVATION
TOP PLATE SPLICE AT LONG WALLS
SCALE: 1= 1`-O"
i I\ W! [,1— V V TAI L_
FW - 2 - HOUR FIRE WALL f o
FIRE RESISTANCE RATINGS - ANSI/UL
263 (XUV)
Design No. U301 PROPRIETARY" BEARING WALL RATED FINISHED RATE
2 - HOUR FIRE 66 MIN.
GYPSUM PANEL PRODUCTS, [A j "
FIBER -CEMENT SIDING, WOOD STUDS � t
--
1. Nailheads - Exposed or covered with joint finisher.
I;I:VI5F_�Ir)
2. Joints - Exposed or covered with fiber tape and joint finisher, as an
Pl�VI5F;P
alternate,
IlIrVI5E�p
normal 32 I. thick gypsum veneer plaster may be applied to the entire surface of
F -N6/ C�IP 5r -i-
classified veneer baseboard. joints reinforced.
I21-VI5r_ P
3. Nails- 6d cement coated nails 1-7/8" long 0.0915 in. shank diam, a in.
C D E EF]J
diam. heads,
and 8d cement coated nails 2-3/8"long 0.113 in. shank.diam, 9/32 in. diam heads.
4. Gypsum Board - ° - 5/8" in. thick, two layers applied either horizontally or
s) HARDY SIDING - 4'X 8SHEETS
vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 8" o.c. Vertical
B) ?s" O.S.B. SHEATHING,
joints located over studs. All joints in face layer staggered with joints in base layer.
C) (2) LAYERS? TYPE "x" GYPSUM
joints of each base layer offset with joints of base layer on opposite side.
D) 2 X 6 STUDS @ 24" O.C.
When used in widths other than 48 in. gypsum board to be Installed horizontally.
E) wool INSULATION
F) (2)- LAYERS t TYP "X" GYPSUM
(LOAD BEARING)
Thickness: 6118"
PROPRIETARY GYPSUM PANEL PRODUCTS
Approx. Weight: 14 psf
Fire Test: SWRI 01-5920 6t4, 22.5 94
American Gypsum Company LLC - 5/8" FireBloa Type X
---------- 5/8" Exterior Sheathing Type X
4135
See 2, 63, 7c
CertainTeed Gypsum Inc. - 5/8" PrORoc@ Type X
u Design u308)
Gypsum Panels
---------- 5/8" GIaSRoc@ Sheathing Type
X
Gypsum Panels
Georgia-Pacific Gypsum LLC 5/8" DensArmor Plus@
Fireguard®R
Interior Guard
---------- 5/8" DensGiass Gold?
FiireguardO
Lafarge North America Inc. 5/8" Firecheck@ Type X
---------- 518" Firecheck® Sheathing
Type X
National Gypsum Company - 5/8" Gold Bond® Brand
FIRE-SHIELDO
Gypsum Board
---------- 5/8" Gold Bond@ Brand
FIRE -SHIELD®
Gypsum Sheathing
PABCO Gypsum 518" FLAME CURB@ Type
X
--------- 5/8" Exterior Gypsum
Sheathing Type X
Temple -inland 5/8" Type X
---------- 5/8" Type X Sheathing
5 - 16d NAILS @ EACH BLK TO TOP PLT.
3- 16d NAILS @ EACH BLK -�
BLOCK BETWEEN TRUSSES
ATTACH TO WALL FRAMING
@ 24" O.C. MIN.
EXISTING TRUSSES @ 24" O.C.
i
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f
BLOCK AND PLATE @ TOP OF WALL
ATTACH TO TRUSSES
I
E
I
I
2 X 4 DF#2 STUDS @ 16" D.C.
I
'"GYP BRD EACH SIDE
I BLOCK AS NEEDED
I
!
l
!
I
i
,11 2 X 4 P.T. HF##2 SILL PLT @ CONCRETE
j USE "" X 5 TITEN ANCHORS a@ 48" O.C.
i
t
I I
I
L ---------------------J EXISTING CONCRETE SLAB
TO REMAIN AS -IS
BLOCK BETWEEN TRUSSES
ATTACH TO WALL FRAMING
@ 24" O,C. MIN.
I I
I 1
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! 2 X 8 DF#2 BLOCK
LAY FLAT TO TOP PLT.
L-------- _. -- —.---,-.—_J
BLOCK AND PLATE
@ TOP OF WALL
ATTACH TO TRUSSES
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01.26.22
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02.15.22
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12.02.22
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I21-VI5r_ P
REVISION
DBL TOP PL SEE TOP PL PANEL EDGE
SPLICE DETAIL 1/SD2 PLYWOOD FIELD NAILING FASTENING
12" O.C., U.N.O.
PROVIDE FULL HT. DBL
STUDS (MIN.) @
OPENINGS W/ HOLDOWNS,
U.N.O. (REF. PLANS)
STAGGERED EDGE NAILING
--
@ FULL HT, DSL STUDS
ATTACHED TO HOLDOWN
CRIPPLE WALL
ABOVE OPENING
HEADER
TRIMMER
OPENING
P.T. SILL PL
TOP OF CONC.
FOUNDATION
TOP OF CNC:
DBL STUD @ END OF WALL
(MIN.) W/ STAGGERED
EDGE NAILING, TYP.
ALIGN VERTICAL PANEL
EDGES W/ STUD
PROVIDE BLK'G @ ALL HORIZ.
PANEL EDGES. 3x BLK'G & STUDS
SHALL BE USED ON ALL PANEL
EDGES WHEN SHEATHING IS
APPLIED TO BOTH FACES & EDGE
NAILING IS LESS THAN 6"
A307 A.B. SEE S.W. SCHED. 1 FOR SPACING.
PROVIDE (2) A_B.'S PER SILL PIECE (MIN) W/
END BOLTS LOCATED NOT MORE THAN 12"
FROM END & NOT LESS THAN 4�' FROM END,
PROVIDE PL WASHERS PER ANSI/AF&PA
SDPWS-08, SECTION 4.3.6.4.3
1 HOLDOWN, SEE PLAN FOR SIZE.
% AS APPLICABLE
4 0" 4 1'_0 WHERE OCCURS
d ! MAX l ti�+
MAX. "1
LYWOOD EDGE NAILING
STAGGER NAILS, SEE S.W.
SCHED. FOR NAIL SPACING
PLYWD SHEAR WALL ELEV
SCALE: 1= V-0"
!
HOLDOWN POST/STUDS PER PLAN:
NOTE: @ MULTIPLE STUDS ATTACH
EA. PLY W/ 10d NAILS @
6" O.C. (STAGGERED)
TRIMMER STUD(S) SUPPORTING
WINDOW OR DOOR HDR'S, DO NOT
ATTACH HOLDOWNS TO THEE STUDS
S.W. EDGE NAILING FULL HT.
OF POST, STAGGER NAILS
S.W. SHEATHING PER PLAN
BTM PLT. PER PLAN
PL
THICKENED EDGE FOOTING
it
A307 THD'D ROD @ HOLDOWN W/
COUPLER NUT TO SSTB ANCHOR
HOLD DAWN T'IE
5" CONCRETE SLAB
ON GRADE: �a
jam'
F
T-1 -
21 _a ,
#4 CONTINUOUS REBAR
(2) MIN, PER OPENING -
s
12"
SLAB EDGE @ DOOR OPENING
SCALE: 1= 16_0"
e
ANCHOR
REQUIREMENT
WOOD STUD
REQUIREMENT
WOOD STUD FASTENER
REQUIREMENT
HDU2
SSTB20
Q
Is,
HDU4
SSTB24
(2) 2 X 6's
(10) y4" X 2 v/2" SDS
HDU8
SSTB28
6 x 6
(20) 1" x 2 21" SDS
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I
W/ (4) ##4 BARS \
DBL STUD @ END OF WALL
(MIN.) W/ STAGGERED
EDGE NAILING, TYP.
ALIGN VERTICAL PANEL
EDGES W/ STUD
PROVIDE BLK'G @ ALL HORIZ.
PANEL EDGES. 3x BLK'G & STUDS
SHALL BE USED ON ALL PANEL
EDGES WHEN SHEATHING IS
APPLIED TO BOTH FACES & EDGE
NAILING IS LESS THAN 6"
A307 A.B. SEE S.W. SCHED. 1 FOR SPACING.
PROVIDE (2) A_B.'S PER SILL PIECE (MIN) W/
END BOLTS LOCATED NOT MORE THAN 12"
FROM END & NOT LESS THAN 4�' FROM END,
PROVIDE PL WASHERS PER ANSI/AF&PA
SDPWS-08, SECTION 4.3.6.4.3
1 HOLDOWN, SEE PLAN FOR SIZE.
% AS APPLICABLE
4 0" 4 1'_0 WHERE OCCURS
d ! MAX l ti�+
MAX. "1
LYWOOD EDGE NAILING
STAGGER NAILS, SEE S.W.
SCHED. FOR NAIL SPACING
PLYWD SHEAR WALL ELEV
SCALE: 1= V-0"
!
HOLDOWN POST/STUDS PER PLAN:
NOTE: @ MULTIPLE STUDS ATTACH
EA. PLY W/ 10d NAILS @
6" O.C. (STAGGERED)
TRIMMER STUD(S) SUPPORTING
WINDOW OR DOOR HDR'S, DO NOT
ATTACH HOLDOWNS TO THEE STUDS
S.W. EDGE NAILING FULL HT.
OF POST, STAGGER NAILS
S.W. SHEATHING PER PLAN
BTM PLT. PER PLAN
PL
THICKENED EDGE FOOTING
it
A307 THD'D ROD @ HOLDOWN W/
COUPLER NUT TO SSTB ANCHOR
HOLD DAWN T'IE
5" CONCRETE SLAB
ON GRADE: �a
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F
T-1 -
21 _a ,
#4 CONTINUOUS REBAR
(2) MIN, PER OPENING -
s
12"
SLAB EDGE @ DOOR OPENING
SCALE: 1= 16_0"
0
176'-0"P
102'-0"
39 HOLDOWN SCHEDULE
SIMPSON MODEL
NO.
ANCHOR
REQUIREMENT
WOOD STUD
REQUIREMENT
WOOD STUD FASTENER
REQUIREMENT
HDU2
SSTB20
Q
(6) %4" X 2 I2" SDS
HDU4
SSTB24
(2) 2 X 6's
(10) y4" X 2 v/2" SDS
HDU8
SSTB28
6 x 6
(20) 1" x 2 21" SDS
----------------
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176'-0"P
102'-0"
39 HOLDOWN SCHEDULE
SIMPSON MODEL
NO.
ANCHOR
REQUIREMENT
WOOD STUD
REQUIREMENT
WOOD STUD FASTENER
REQUIREMENT
HDU2
SSTB20
(2) 2 X 6's
(6) %4" X 2 I2" SDS
HDU4
SSTB24
(2) 2 X 6's
(10) y4" X 2 v/2" SDS
HDU8
SSTB28
6 x 6
(20) 1" x 2 21" SDS
43'-6"
22'-6"
2'-0-
39'-J"
2x STUD WALL SHEATHING AND
A307 A.B. SEE S.W. SCHED, FOR SIZE & SPACING. NAILING PER S.W. SCHED.;
PROVIDE.A STEEL PLATE WASHER BETWEEN THE SILL EQ (SHEATHING ON BOTH
PLATE & NUT NOT LESS THAN 0,229"x3"x3" IN SIZE.SIDES WHERE OCCURS)
_
EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF �_
EDGE OF SILL PLATE ON THE SIDE WITH SHEATHING
(WHERE SHEATHING IS REQUIRED @ BOTH SIDES, 112 11"
ALTERNATE SIDES) MAX. MAX.
ALL S.W. TYPES
W/ 6" P.T. SILL PLATE
S.W. SILL PLT ANCR
SCALE: 1.- 1P_0"
6 MIL. (MIN)
1/8" SAW CUT VAPOR BARRIER BETWEEN
(SAW NEXT DAY FROM POUR) GRAVEL AND SAND LAYER
SAND OR SANDY GRAVEL i-
4
COMPACTED
STRUCTURAL FILL
UNDISTURBED EARTH -
14
;:';
SAW CUTJOINT
NOTE:
CONTROL JOINTS TO BE 10'-0" O.C. MAX.
CONCRETE SLAB JOINTS
WALL SHEATHING (WHERE OCCURS) -
2x DF STUDS @ 16" O.C., U.N.O. REF. PLAN/SHEAR WALL SCHED. FOR FASTENING
REQUIREMENTS.
2x SILL PL W/"'0 TITEN HD SCREW...... ............. ,,,,,,,,,,,,.�PLATE WASHER PER S.W. SCHED.
ANCHOR W/ 4$" MIN EMBED @ 48" O.C.EDGE NAILING
(U.N.O. PER S.W. SCHED.)
4" CONC. SLAB ON
GYP. PER ARCH. GRADE PER PLAN
{
11Eiii.; _III=
PER PLAN
FTG. SIZE & REINF.
BEARING INT. WALLS
CONCRETE
1. CONCRETE SHALL BE 5-7% AIR ENTRAINED WITH A MINIMUM COMPRESSIVE
OF STRENGTH OF:
A) 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO
WEATHER AND FOR BASEMENT SLABS AND INTERIOR SLABS ON A GRADE.
B) 3000PSI FOR BASEMENT FOUNDATION AND EXTERIOR WALLS AND OTHER
VERTICAL WORK EXPOSED TO WEATHER.
C) 350OPSI FOR CARPORT AND GARAGE FLOOR SLABS AND PORCHES AND STEPS
EXPOSED TO WEATHER.
[TABLE R402.21
2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND
BRACED TO FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS.
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED
BARS WITH MINIMUM YIELD STRESS OF 60,OOOPSI) WELDED WIRE FABRIC TO
BE 6X6, 100, CONFORMING TO ASTM SPEC 185.
4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1" IN 10'-0" SLOPE)
UNDISTURBED SOIL,
5. INSTALL 3" X 3" X 0,229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE
AND NUT ON ALL FOUNDATION BOLTS
6. CRAWL SPACE VENTING MINIMUM 1.0 SQ FT FOR EACH A50 SQ FT OF
FOUNDATION AREA
METAL
1. ALL FLASHING TO BE 24 GA G.I. METAL. GRAVEL STOPS AND
BEAM CAPS TO BE 22 GA G.I. METAL.
2. ALL FRAMING CONNECTORS TO BE SIMPSON COMPANY OR APPROVED
EQUIVALENT.
3. SIMPSON IMAX REQUIRED WHERE P.T. LUMBER USED.
4. SIMPSON H1 OR EQUIV. AT ALL TRUSS TO TOP PLATE CONNECTIONS.
14
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STANDARD ROOF FRAMING
1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12"
FIELD U.N.O..
2. ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH ##2 OR BETTER U.N.O..
3. ALL WALLS TO BE DOUBLE PLATED, AND PLATE JOINTS WILL NOT HAVE LESS
THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE
FULLY INTO EXTERIOR WALL PLATE.
4. PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING
ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR
EGRESS WINDOW MIN. 5 SQ FT). LEAST OPENABLE HEIGHT SHALL BE 24" AND
WIDTH SHALL BE 20". SILL HEIGHT NO MORE THAN 44" ABOVE THE FLOOR.
[R310.1J
5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM Y2" AND MAXIMUM 7 J".
6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 6 DF -L #2 MIN.
U,N.O.,
7. PLUMBING WALLS TO BE 2 X 6 STUDS (VERIFY WITH PLUMBING
CONTRACTOR).
8. PROVIDE BLOCKING FOR BACKING: SHOWER ROD, 84" HEIGHT; TOWEL ROD,
42" HEIGHT; CURTAIN ROD, EACH SIDE OF ALL WINDOWS.
9. ALL PRE -WIRING FOR TELEPHONE, TV, STEREO, ETC. TO BE COORDINATED
WITH OWNER.
10. ALL TRUSSES TO BE PER TRUSS MANUFACTURER'S ENGINEERING
SPECIFICATIONS. TRUSS DETAILS TO BE PROVIDED UPON FRAMING
INSPECTION. TRUSS MANUFACTURER TO VERIFY ALL SPANS AND
CONFIGURATIONS PRIOR TO TRUSS FABRICATION.
11. TRUSSES SHALL NOT BEAR ON INTERIOR PARTITIONS UNLESS SO DESIGNED.
12. PROVIDE SOLID BEARING AT GIRDER TRUSSES ON MINIMUM (2) 2X6 STUDS
U.N.O..
13. INSULATION BAFFLES TO BE CDX PLYWOOD (OR APPROVED EQUIV.); NO FELT
PAPER ALLOWED. USE SCRAP IF AVAILABLE.
MSTC28 STRAP FROM
EXISTING TO NEW TOP PLT.
CONTINUE TYPICAL PERIMETER
2'-0"
FOOTING HERE W/ 24" DEPTH
176°-0"
PF_V15E�P �00F FP-,_AM1N6 PLAN
EXISTING
Lu TRUSSES
I
5CAIA� : 1/8'' - 1 ' -011
134'-7"
DOOR WINDOWB1 - 4X8 DF#2 MIN.
S2 - 6X12 DF#2 MIN.
B3 - 5 1/214 x 1891
24F -V4 GL13 MIN.
6'-0"
HOLDOWN
PER PLAN
PROVIDE 9' GAP @ 16d @ 6" O.C, (20d WHERE NAILS ARE DRIVEN
PLYWOOD CORNER JOINTS THROUGH SHEATHING OR GYPSUM BOARD)
HOLDOWN---
POST PER PLAN
PROVIDE GAP
16d @ 6" O.C. (20d PLYWOOD °
WHERE NAILS ARE CORNER JOINTS � HOLDOWN POST
DRIVEN THROUGH PER PLAN
SHEATHING OR
WHERE WALL GYPSUM BOARD)
SHEATHING IS REQ'D @WALL LINE
@ BOTH SIDES, HOEDOWN
EXTEND FULL WALL PLYWOOD EDGE NAILING, PER PLAN
LENGTH (AS SHOWN) TYP. SEE S.W. PLAN &
@ CORNER SCHED. FOR SIZE & SPACING @ INTERSECTION
B-2 2 HOLDDOWN @ CORNER
j� �'(
SCALE_ 1.- 3.'--0"
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(
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HDU2 SSTB20
I
W/ (4) ##4 BARS \
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I
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\
EACH WAY \\\
PROVIDE 18"X18"X20"
j
REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING
P
FOR SSTB20 W/ (2) # 4 BARS
\
DOWELED INTO SLAB EACH SIDE
\
EXISTING 2 X 6 WALL TO BE REMOVED
\ /A
\\�\,
iso
NEW 5" CONCRETE SLAB CONNECTED
I
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EXISTING 6" +/- CONCRETE SLAB
TO EXISTING (AS PER PLANS)
( ON GRADE
I
GRADE CHANGE @
I
#4 R.B. 48" O.C. EACH WAY
I
GARBAGE ENCLOSURE
\
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I
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ED
HAMMER REBAR MIN. 7" TO EXISTING SLAB
I ,
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-
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EACH WAY I
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18" FTG.
I
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_
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EXISTING WALL AND ROOF LINE
I
I HDU2
REMOVE SECTION OF SLAB
DEEP CONCRETE FOOTING (
I
I SLAB EDGE @ DOOR OPENING
( SSTB20
FOR SSSTB28Wi(2)#4 BARS L------------
DOWELED INTO SLAB EACH SIDE
-I
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SCALE: 1= 14-0"
- PROVIDE 18"X18"X20"
j
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tv
REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING
ADD (2)- #4 R.B. @BASE OF FTG.
I
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CONT. TO NEW FTG
I
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I
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_ - - - - ---------------------------------------------------------------------------------�
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DOWEL NEW TO EXISTING W/ #4 R.B. @ 48" O.C.
I
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I
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i
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1
CONT. TO NEW FTG.
I
SSTB28 I
I HDU8
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P"
+ _
I -In-
I---------- -------------------------
I_.-------._---_._.._---------------------------------------------------_
- -.._.- .-__ ------------_.----------
2'-0-
39'-J"
2x STUD WALL SHEATHING AND
A307 A.B. SEE S.W. SCHED, FOR SIZE & SPACING. NAILING PER S.W. SCHED.;
PROVIDE.A STEEL PLATE WASHER BETWEEN THE SILL EQ (SHEATHING ON BOTH
PLATE & NUT NOT LESS THAN 0,229"x3"x3" IN SIZE.SIDES WHERE OCCURS)
_
EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF �_
EDGE OF SILL PLATE ON THE SIDE WITH SHEATHING
(WHERE SHEATHING IS REQUIRED @ BOTH SIDES, 112 11"
ALTERNATE SIDES) MAX. MAX.
ALL S.W. TYPES
W/ 6" P.T. SILL PLATE
S.W. SILL PLT ANCR
SCALE: 1.- 1P_0"
6 MIL. (MIN)
1/8" SAW CUT VAPOR BARRIER BETWEEN
(SAW NEXT DAY FROM POUR) GRAVEL AND SAND LAYER
SAND OR SANDY GRAVEL i-
4
COMPACTED
STRUCTURAL FILL
UNDISTURBED EARTH -
14
;:';
SAW CUTJOINT
NOTE:
CONTROL JOINTS TO BE 10'-0" O.C. MAX.
CONCRETE SLAB JOINTS
WALL SHEATHING (WHERE OCCURS) -
2x DF STUDS @ 16" O.C., U.N.O. REF. PLAN/SHEAR WALL SCHED. FOR FASTENING
REQUIREMENTS.
2x SILL PL W/"'0 TITEN HD SCREW...... ............. ,,,,,,,,,,,,.�PLATE WASHER PER S.W. SCHED.
ANCHOR W/ 4$" MIN EMBED @ 48" O.C.EDGE NAILING
(U.N.O. PER S.W. SCHED.)
4" CONC. SLAB ON
GYP. PER ARCH. GRADE PER PLAN
{
11Eiii.; _III=
PER PLAN
FTG. SIZE & REINF.
BEARING INT. WALLS
CONCRETE
1. CONCRETE SHALL BE 5-7% AIR ENTRAINED WITH A MINIMUM COMPRESSIVE
OF STRENGTH OF:
A) 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO
WEATHER AND FOR BASEMENT SLABS AND INTERIOR SLABS ON A GRADE.
B) 3000PSI FOR BASEMENT FOUNDATION AND EXTERIOR WALLS AND OTHER
VERTICAL WORK EXPOSED TO WEATHER.
C) 350OPSI FOR CARPORT AND GARAGE FLOOR SLABS AND PORCHES AND STEPS
EXPOSED TO WEATHER.
[TABLE R402.21
2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND
BRACED TO FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS.
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED
BARS WITH MINIMUM YIELD STRESS OF 60,OOOPSI) WELDED WIRE FABRIC TO
BE 6X6, 100, CONFORMING TO ASTM SPEC 185.
4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1" IN 10'-0" SLOPE)
UNDISTURBED SOIL,
5. INSTALL 3" X 3" X 0,229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE
AND NUT ON ALL FOUNDATION BOLTS
6. CRAWL SPACE VENTING MINIMUM 1.0 SQ FT FOR EACH A50 SQ FT OF
FOUNDATION AREA
METAL
1. ALL FLASHING TO BE 24 GA G.I. METAL. GRAVEL STOPS AND
BEAM CAPS TO BE 22 GA G.I. METAL.
2. ALL FRAMING CONNECTORS TO BE SIMPSON COMPANY OR APPROVED
EQUIVALENT.
3. SIMPSON IMAX REQUIRED WHERE P.T. LUMBER USED.
4. SIMPSON H1 OR EQUIV. AT ALL TRUSS TO TOP PLATE CONNECTIONS.
14
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STANDARD ROOF FRAMING
1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12"
FIELD U.N.O..
2. ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH ##2 OR BETTER U.N.O..
3. ALL WALLS TO BE DOUBLE PLATED, AND PLATE JOINTS WILL NOT HAVE LESS
THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE
FULLY INTO EXTERIOR WALL PLATE.
4. PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING
ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR
EGRESS WINDOW MIN. 5 SQ FT). LEAST OPENABLE HEIGHT SHALL BE 24" AND
WIDTH SHALL BE 20". SILL HEIGHT NO MORE THAN 44" ABOVE THE FLOOR.
[R310.1J
5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM Y2" AND MAXIMUM 7 J".
6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 6 DF -L #2 MIN.
U,N.O.,
7. PLUMBING WALLS TO BE 2 X 6 STUDS (VERIFY WITH PLUMBING
CONTRACTOR).
8. PROVIDE BLOCKING FOR BACKING: SHOWER ROD, 84" HEIGHT; TOWEL ROD,
42" HEIGHT; CURTAIN ROD, EACH SIDE OF ALL WINDOWS.
9. ALL PRE -WIRING FOR TELEPHONE, TV, STEREO, ETC. TO BE COORDINATED
WITH OWNER.
10. ALL TRUSSES TO BE PER TRUSS MANUFACTURER'S ENGINEERING
SPECIFICATIONS. TRUSS DETAILS TO BE PROVIDED UPON FRAMING
INSPECTION. TRUSS MANUFACTURER TO VERIFY ALL SPANS AND
CONFIGURATIONS PRIOR TO TRUSS FABRICATION.
11. TRUSSES SHALL NOT BEAR ON INTERIOR PARTITIONS UNLESS SO DESIGNED.
12. PROVIDE SOLID BEARING AT GIRDER TRUSSES ON MINIMUM (2) 2X6 STUDS
U.N.O..
13. INSULATION BAFFLES TO BE CDX PLYWOOD (OR APPROVED EQUIV.); NO FELT
PAPER ALLOWED. USE SCRAP IF AVAILABLE.
MSTC28 STRAP FROM
EXISTING TO NEW TOP PLT.
CONTINUE TYPICAL PERIMETER
2'-0"
FOOTING HERE W/ 24" DEPTH
176°-0"
PF_V15E�P �00F FP-,_AM1N6 PLAN
EXISTING
Lu TRUSSES
I
5CAIA� : 1/8'' - 1 ' -011
134'-7"
DOOR WINDOWB1 - 4X8 DF#2 MIN.
S2 - 6X12 DF#2 MIN.
B3 - 5 1/214 x 1891
24F -V4 GL13 MIN.
6'-0"
HOLDOWN
PER PLAN
PROVIDE 9' GAP @ 16d @ 6" O.C, (20d WHERE NAILS ARE DRIVEN
PLYWOOD CORNER JOINTS THROUGH SHEATHING OR GYPSUM BOARD)
HOLDOWN---
POST PER PLAN
PROVIDE GAP
16d @ 6" O.C. (20d PLYWOOD °
WHERE NAILS ARE CORNER JOINTS � HOLDOWN POST
DRIVEN THROUGH PER PLAN
SHEATHING OR
WHERE WALL GYPSUM BOARD)
SHEATHING IS REQ'D @WALL LINE
@ BOTH SIDES, HOEDOWN
EXTEND FULL WALL PLYWOOD EDGE NAILING, PER PLAN
LENGTH (AS SHOWN) TYP. SEE S.W. PLAN &
@ CORNER SCHED. FOR SIZE & SPACING @ INTERSECTION
B-2 2 HOLDDOWN @ CORNER
j� �'(
SCALE_ 1.- 3.'--0"
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DETAIL I
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CONTI�AC-rOF-, TO VE�PI�Y /-ALL PIME�N51ON5 opI,V 1�INCA & CON5 LICTION
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ROOF FRAMING
date 01.26.22
file BOW RACK 2022�,
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FOUNDATION ► r
ROOF FRAMING
date 01.26.22
file BOW RACK 2022�,
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METAL CAP FLASHING
@ TOP OF PARAPET WALL
PARAPET WALL @ TOP OF TRUSS
30" ABOVE TOP CHORD OF TRUSS
OR ANY COMBUSTIBLE
TRUSS EXTENSION
MATCH EXISTING TRUSS
SLOPE AND SPACING
C�A1 PF 5/cr,I TION
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I�A5-r[L_E�_VATION
5CAL t� ; 1 / 8' ` — 1' -011
12
8
FIRE RATING TO MATCH WALL BELOW
AND NON-COMBUSTIBLE FINISHES
REQUIRED ON BOTH SIDES FOR MIN 18"
12
-78
Pr--V1SrP rA5-" rL-[�VATIoN
5CA[-r : I / 8'' — P-0 ''
9
t= EXISTING PARAPET WALL
X MIN. 30" ABOVE ROOF LINE
w
FIRE RATING TO MATCH WALL BELOW - ------
U
Q AND NON-COMBUSTIBLE FINISHES
REQUIRED ON BOTH SIDES FOR MIN 18"
GABLE END WALL W/ LAP SIDING
12
�- R-49 INSULATION (BATT) EXISTING EXTERIOR WALLS 2- 2 X 6 DF#2 TOP PLATES
2- 2 X 6 DF TOP PLATES 2 X 6 DF#2 STUDS @ 16" O.C.
R-21 INSULATION, 2 X 6 DF STUDS @ 16" O.C. 1 - 2 X 6 DF#2 BTM PLATE
b 1-2X6 DF BTM PLATE 1- 2 X 6 P.T. HF#2 SILL PLATE
1- 2 X 6 P.T. SILL PLATE R-21 INSULATION
VAPOR BARRIER EXTERIOR WALL R-17 INSULATION VAPOR BARRIER @ EXTERIOR
P.T. 2 X 6 HF SILL PLATE EXISTING 5" CONCRETE SLAB VAPOR BARRIER @ EXTERIOR W/ METAL SIDING
REMOVE AND REPLACE AS NEEDED W/ METAL SIDING
METAL FLASHING AT TOP OF INSULATION
2" RIGID INSULATION
24" MIN. (TOP OF CONC. TO BTM OF FTG. ' EXISTING 2" RIGID INSULATION
#4 R.B. DOWEL FROM EXISTING J EXISTING FOOTING TO REMAIN EXISTING FOOTING TO REMAIN 2" RIGID INSULATION
TO NEW CONCRETE SLAB 24" MIN. (TOP OF CONC. TO BTM OF FTG.
45° CHAMFER
MATCH RIGID INSUL. t° METAL FLASHING @ INSUL.(A
—
pF,'V15E�P 5F-CTloN lldPu A CHH -,Y FAN61�
A >,o 5CAL-F-. 1/ 8" — 1'-0'' I 1
TYP. FOOTING
2" RIGID INSULATION --'1 1
DRIP EDGE L -------
R-49 INSULATION (BATT)
R-21 INSULATION
P.T. 2 X 6 HF SILL PLATE
EXISTING ROOF OVER RETAIL
12
8
EXISTING ROOF TRUSSES
TO REMAIN AS -IS
PARAPET WALL @ TOP OF TRUSS
34" ABOVE TOP CHORD OF TRUSS
OR ANY COMBUSTIBLE
FIRE RATING TO MATCH WALL BELOW
AND NON-COMBUSTIBLE FINISHES
REQUIRED ON BOTH SIDES FOR MIN 18"
TRUSS EXTENSION
MATCH EXISTING TRUSS
SLOPE AND SPACING
NEW EXTERIOR WALL -
--
METAL CAP FLASHING
@ TOP OF PARAPET WALL
R-21 INSULATION
0
METAL FLASHING @ TOP OF INSUL.
EXISTING SLAB
TO REMAIN AS -IS 2" RIGID INSULATION
24" MIN. (TOP OF CONC. TO BTM OF FTG.
EXISTING THICKENED EDGE
SLAB AND FOOTING #4 R.B. DOWEL FROM EXISTING
TO NEW CONCRETE SLAB
[�x15V N64 51�CV ON T-HPu PAN6F
SLAL1� : 1/8'' — 1 ' -0''
CoNTI�Ac-roP TO VF, PIFY ASL, PUF N51oN5 pTo oppr, FINCA & CON511�UCTION
12
8
`- R-49 INSULATION (BATT)
EXISTING WALL
WI INSULATION TO REMAIN
`n!v If If THICKENED EDGE
SLAB AND FOOTING
12
-78
P.T. 2 X 6 HF SILL PLATE EXISTING 5" CONCRETE SLAB
r REMOVE AND REPLACE AS NEEDED
EXISTING EXTERIOR WALLS
2- 2 X 6 DF TOP PLATES
2 X 6 DF STUDS @ 16" O.C.
1-2X6 DF BTM PLATE
" 1 - 2 X 6 P.T. SILL PLATE
R-17 INSULATION
VAPOR BARRIER @ EXTERIOR
W/ METAL SIDING
EXISTING FOOTING TO REMAIN \- EXISTING FOOTING TO REMAIN
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5CAL F-: � / 16 " — 1 -0 1 1
k9C \ IIK-) K -J r--' I r-\ / A -tl /-) K I
P,,I=V15I V NOP -,1-H I<L-FVAVON
5CAL-F-: >/16" - P-0"
P-,E-`V15I✓P 50UTH �L-I=VATION
,)CA4- r ; �116 P -011
NOP,,-rH FL-�VATION
5c/l,\1- F- ; � / I6' 1 - 1' -011
CON-MAC-rOP-, -rO V�PIrY AA, PIME;M51ON5 rp-110P., To op-,P� pl-IN6 & CON511�UCTION
1. A4.Gf 5
01.26.22
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02.15.22
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12.19.22
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REVISION
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