APPROVED PLN BLD BLD2023-1492+Architectural_Plan+11.20.2023_8.23.10_PM+3911945Site Preparation
1. Buildings and structures, and all parts thereof, shall be constructed to safely support all loads, including dead loads, live loads, roof
loads, flood loads, snow loads, wind loads, and seismic loads as prescribed by the International Residential Code 2018 (IRC). The
construction of buildings and structures shall result in a system that provides a complete load path capable of transferring all loads
from their point of origin through the load resisting elements to the foundation.
2. Design Criteria:
Floor: Live Load 40 psf
Dead Load 10 psf Seismic Zone: D1
Roof: Snow Load 25 psf Wind Speed: 85 mph
Frost Line Depth: 18 inches
Exposure: C
Weather Potential: Moderate
3. Verify dimensions at site. All dimensions are to outside or centerline of wood framing members and concrete unless noted
otherwise.
4. All stumps and roots shall be removed from the ground to a depth of 12 inches in the area occupied by the building. All back fill
under concrete to be pit -run fill compacted to 95% of relative compaction.
Utilities:
U1. No buried utilities are shown on these drawings. Call Utilities Underground Location Service before doing any digging of any
depth anywhere on this site.
U2. Yard piping for water service shall be at least 12 inches below grade. Water pipes may not run or laid in the same trench as the
building sewer or drainage unless both of the following conditions are met.
A. The bottom of the water pipe, at all joints, shall be at least 12 inches above the top of the sewer line.
B. The water pile shall be placed on a solid shelf excavated at one side of the common trench with a minimum horizontal distance of
12 inches from the sewer or drain. (UPC 609.2)
Framing:
FR1. Protection against decay: Section R319.1 IRC. In areas subject to decay damage as established by Table R301.2(1) IRC, the
following locations shall require the use of an approved species, product, preservatives, and end use, in accordance with AWPA U1.
A. Field Treatment. Field -cut ends, notches and drilled holes of preservative -treated wood shall be treaded in the field in accordance with
AWPA M4.
B. Ground Contact. All wood in contract with the ground, embedded in concrete in direct contact with the ground or embedded in concrete
exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure treated wood
suitable for ground contact use, except untreated wood may be used where entirely below ground water level or continuously submerged in
fresh water.
FR2. Fasteners for pressure -preservative -treated and fire -retardant -treated wood must be of hot -dipped zinc -coated galvanized steel
according with ASTM A 153, stainless steel, silicon bronze. or copper.
FR3. All joists shall be supported laterally at the ends and over supports with joist of the same type and size of the floor joist; or by
attachment to a full -depth header, band or rim joist, or to an adjoining stud.
FR4. Notches on solid lumber joists, rafters, and beams shall not exceed 1/6 of the depth of the member, shall not be longer than 1/3 of the
depth of the member and shall not be located in the middle 1/3 of the span. Notches at the ends of the member shall not exceed 1/4 the
depth of the member. The tension size of member 4 inches or greater in nominal thickness shall not be notched except at the ends of the
members. The diameter of holes bored or cut into members shall not exceed 1/3 depth of the member. Holes shall not be closer than 2
inches to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall
not be closer than 2 inches to the notch. (R502.8.1 IRC)
FR5. Joists, rafters, and trusses must be supported to prevent rotation by installing solid blocking at each bearing point or as required by
manufacturer (R502.7 IRC)
Floor Framing:
FF1. Bearing: In floor construction, joists and beams must not have less than 1.5 inches of bearing on wood or metal and not less than 3
inches on concrete. (R502.6 IRC)
Foundation: Adult Family Home Notes:
F1. Foundation construction shall be capable of accommodating all loads according to Section R301 IRC and of transmitting the AFH1. Operable parts of door handle, pulls, latches, locks and other devices shall be operable with one hand and shall not require tight
resulting loads to the supporting soils. Fill soils that support footings and foundations shall be designed, installed, and tested in grasping, pinching or twisting of the wrist. Pocket doors shall have graspable hardware available when in closed or open position.
accordance with accepted Engineering practice. Gravel fill used as footings for wood and precast concrete foundations shall comply AFH2. Required exit doors shall have no additional locking devices. Required exit door hardware shall unlock inside and outside
with Section R403 IRC. mechanism when existing the building allowing reentry into the facility without the use of a key, tool, or special knowledge.
F2. In lieu of a complete Geotechnical evaluation, the load bearing values of 2000 PSF shall be assumed for foundation design. AFH3. All bedroom and bathroom doors shall be openable from the outside when locked.
Based on values in Table R401.4.1 IRC. AFH4. Every closet shall be readily openable from the inside the closet
F3. All footings shall be placed at or below frost line depth. Footings to bear on undisturbed native soil or properly compacted soil. AFH5. Force required to activate operable door parts shall be 5.0 lbs max
F4. Basement walls, foundation walls, exterior walls, and other vertical concrete work exposed to the weather, porches, carport slabs AFH6. Exit doors shall have no additional locking devices
and steps exposed to the weather, and garage floor slabs shall have a minimum compressive strength of 3000 PSI and shall be mixed AFH7. Smoke and carbon monoxide alarms shall be installed in such a manner that the detection device warning is audible from all areas
with 5-7% air entrainment. All other locations, the minimum compressive strength shall be 2500 PSI; air entrainment not required. of the dwelling upon activation of a single alarm.
F5. Concrete placement shall be in accordance with ACI 301. The maximum slump of concrete shall not exceed 4 inches in flatwor . APPROVED
Concrete shall be maintained in moist condition for five (5) days after pouring. Construction joints shall be thoroughly cleaned and PLANS MUST BE
vertical joints shall be wetted and slushed with a goad of neat cement prior to placement of new concrete. ON JOB SITE LEGEND
F6. Foundation vents shall be formed through the foundation stem walls. There shall be 1 square foot of vent per 300 square feet of DETAIL REFERENCE
supported floor area. ALL WORK SUBJECT OBTAIN ELECTRICAL MIN. 50 CFM EXHAUST FAN. V.T.O. W/ LIGHT #
TO FIELD PERMIT FROM � OWNER OPTION: HEAT LAMP A# # -DETAIL INDEX
F7. All wood used in forming and placing concrete, if within the ground or between foundation sills and the ground shall be removed. INSPECTION FOR STATE LABOR & A# - SHEET NUMBER
CODE COMPLIANCE INDUSTRIES
Remove all loose or casual wood in contact with the ground from under the building.
F8. Sleeves shall be provided to protect all piping through concrete and masonry walls. MIN. 50 CFM EXHAUST FAN. V.T.O.
® WI HEAT LAMP
Reinforcing Steel: tYengPtof
o R1. Reinforcing steel shall meet the requirements of ASTM A615, A706 or 996. The minimum yielTreinforcing s�eeFshalT� n d s ® MIN. 50 CFM EXHAUST FAN. V.T.O. W/ LIGHT
be 40,000 PSI (Grade 40) (276 MPa) unless noted otherwise. Vertical and iorizontal shall be placed n� Io �I�MV�(h� ft
of the wall than one-half the wall thickness. Steel reinforcement for foundat on walls shall have concret�v�n�aP7orYanc 'w fh"A'C!pnt SMOKE ALARM. INTERCONNECT IF
318. sD MORE THAN 1
R2. Tie wall vertical reinforcing steel to continuous footing steel. All reinfon
rebar splices and corners 30 bar diameters.
R3. Holdowns: Wall to foundation connections using holdowns must have
steel. All foundation wall holdowns must be installed at the time of foundati
ngl,qtebkbelow grads-NdUVe lkiNi6tt jdati <idtr&UUAO UONVERSION
UNAUTHORIZED MODIFICATIONS:
Changes made to any plans, specifications or other construction d
engineer of record (SER) shall relieve the SER from any liability ari ii'
and client agrees to waive any claims against the SER and to defend,
any damages, liabilities or costs, including, without limitation, reas r
A(�tdached to or hooked arQ t gjKff iN_ W
inspection.
Owner COURTRIGHT
written consent of the
�r harmless the SER from
ees and costs or defense.
5/2024
1:3IMiY SELOY:
#/B HEADERIBEAM MARK
SEE SCHEDULE 11S4
------------------------------
Please obtain a separate
plumbing permit from the city
of Edmonds.
I �
L-----------------------------
CONTENT
Al
GENERAL SPECIFICATIONS
A2
EXISTING FLOOR PLAN AND DEMOLITION PLAN
A3
PROPOSED FLOOR PLAN
A4
FRAMING DETAILS
A5
DECK AND RAMP PLANS
A6
DECK/RAMP FRAMING DETAILS
-------------------------
This permit was reviewed as a
i interior remodel and addition of a I
a deck only. This is not an Adult i
Family Home.
L- - - - - - - - - - - - - - - - - - - - - - -I
SIGNED: 9/3/.
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DEPARTMENT
4010L5
604OL5
6065
5036L5
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IL/ - -
24' a F 23'-8 1 /2"
24' 1
4"1'-8 1 /2"
EXISTING FLOOR PLAN
50ALE: 3/16 in = 1 ft
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NOTE:
INTERIOR WALL5 PROP05ED TO BE
REMOVED ARE DETERMINED BY THE 5.E.R.
TO BE NON LOAD BEARING BA5ED ON FIELD
INFORMATION COLLECTED.
SIGNED: 9/3/2023
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Dec 1 2NI
CITY OF E
=VELOPMENT-ER
DEPARTMENT
MAIN t-LUUK - KCMuyr-L
5036L5 5056L5
SCALE: 3/16 in = 1 ft
REMODEL NOTES
1. ALL DOORS AND WINDOWS ARE EXISTING UNLESS NOTED AS
NEW
2. ALL FRAMED IN EXTERIOR OPENINGS TO BE INSULATED WITH R-21
3. NEW WINDOWS AND SLIDING GLASS DOORS TO BE PROVIDED
WITH MINIMUM U-FACTOR 0.28
4. NEW PARTITION WALL, AND OPENINGS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH DETAILS 1 THROUGH 5 ON SHEET A4
5. ALL BEDROOM AND BATHROOM DOORS SHALL BE OPENABLE
FROM THE
OUTSIDE WHEN LOCKED
6. EVERY CLOSET SHALL BE READILY OPENABLE FROM THE INSIDE
THE CLOSET
7. OPERABLE PARTS OF DOOR HANDLES, PULLS, LATCHES, LOCKS
.X AND OTHER
3� DEVICES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST
8. POCKET DOORS SHALL HAVE GRASPABLE HARDWARE AVAILABLE
WHEN IN THE
CLOSED OR OPEN POSITION
9. FORCE REQUIRED TO ACTIVATE OPERABLE DOOR PARTS SHALL
BE 5.0 LBS. MAX
10. EXIT DOORS SHALL HAVE NO ADDITIONAL LOCKING DEVICES
11. SMOKE AND CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN
SUCH A MANNER THAT THE DETECTION DEVICE WARNING IS
AUDIBLE FROM ALL AREAS OF THE DWELLING UPON ACTIVATION
OF A SINGLE ALARM.
12. GRAB BARS FOR WATER CLOSETS, BATHTUBS AND SHOWER
STALLS SHALL BE INSTALLED ACCORDING TO DETAILS 6 AND 7,
ON SHEET A4
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SIGNED: 9/3/2023
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Dec 12 20
CITY OF E DMONI
=VELOPMENT SER
DEPARTMENT
DOUBLE CRIPPLE
STUD
EX. DOUBLE
CRIPPLE
STUD
EX. DOUBLE CRIPPLE
STUD
TOP PLATE @
16" O.C.
TOP PLATE
@ 16"
O.C.
TOP PLATE @ 16"
O.C.
HEADER:
DOUBLE 2X4
HEADER:
HEADER:
4x8 HF#2
4x8 HF#2
APPLIES TO NON LOAD
UP TO 6 FT WIDE
UP TO 6 FT WIDE
BEARING/PARTITION
KING STUD
EXTERIOR DOOR OPENING
KING STUD
WINDOW OPENING
KING STUD
WALL OPENING UP TO 39"
WIDE
MIN. # OF
TWO
TWO
TRIMMERS
TRIMMERS
TRIMMERS
MIN.
MIN.
CRIPPLE
@ 16" O.C.
40"
MAX
WALL PLATE
EX. WALL
EX. WALL
PLATE
PLATE
1
INTERIOR DOOR OPENING DETAIL (NTS)
2
EXTERIOR DOOR OPENING
DETAIL (NTS)
3
EXTERIOR WINDOW OPENING DETAIL (NTS)
NEW PARTITION WALL
2X4 STUDS @ 16" O.C.
I I
12 42::] " SWING UP BAR
(2) 16d (3-1/2"XO.162")
AT EACH BLOCK
(2) 16d (3-1/2"XO.162")
AT EACH JOIST
NEW PARTITION WALL
2X4 STUDS @ 16" O.C.
28 28
ADD 2x8 BLOCKING NEW BOTTOM
m m
BETWEEN JOIST PLATE
@ 16" O.C.
GRAB BARS AT WALL WATER CLOSET BETWEEN
SINK AND SHOWER
FASTEN BLOCKING TO
NEW BOTTOM
NOTES
EXISTING JOIST W/
PLATE
1. GRAB BAR TO BE 1-1/4" MAX DIA. STAINLESS STEEL INSTALLED TO HAVE SPACING OF
(2) 16d (3-1/2"XO.162") EACH END
1-1/2" BETWEEN THE WALLAND THE BAR.
2. PROVIDE SOLID BLOCKING IN WALLAT MOUNTING POINT PROVIDING STRUCTURAL
EXISTING FLOOR
EXISTING FLOOR
STRENGTH TO SUPPORT 250 LBS ATANY POINT OF THE GRAB BAR
JOIST
JOIST
3. FIXED POSITION GRAB BARS SHALL NOT ROTATE, SPIN OR MOVE
4. WATER CLOSETS SHALL HAVE GRAB BARS MOUNTED ON BOTH SIDES. GRAB BARS
WALL PARALLEL TO FLOOR JOIST WALL
PERPENDICULAR TO FLOOR JOIST
SHALL BEACOMBINATIONOFFIXEDPOSITIONANDSWING-UP BARS.
5. CENTERLINE DISTANCE BETWEEN GRAB BARS, REGARDLESS OF TYPE USED, SHALL
BE 25" TO 30".
6. SWING -UP BARS SHALL BE MINIMUM OF 28" IN LENGTH FROM THE REAR WALL.
4
FRAMING PARTITION WALL TO FLOOR JOIST (NTS)
6
GRAB BAR AT WATER CLOSET (NTS)
EXISTING ROOF
EXISTING TRUSS
BOTTOM CORD
30" MIN 48"MIN
VERTICAL GRAB BARR�
STRUCTURE
c
FASTEN BLOCKING TO
NEW TOP PLATE
EXISTING STRUCTURE W/
NAIL DIRECTLY TO
s• MAX
(2) 16d (3-1/2"X0.162") EACH END
BOTTOM CORD
o
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ADD 2x6 BLOCKING NEW TOP PLATE
BETWEEN CEILING JOIST
NOTES
@ 16" O.C.
(2) 16d (3-1/2"XO.162")
1. GRAB BAR TO BE 1-1/4" MAX DIA. STAINLESS STEEL INSTALLED TO HAVE SPACING
(2) 16d (3-1/2"XO.162") NEW PARTITION WALL
AT EACH RAFTER
NEW PARTITION WALL
OF 1-1/2" BETWEEN THE WALLAND THE BAR.
2. PROVIDE SOLID BLOCKING IN WALLAT MOUNTING POINT PROVIDING
AT EACH BLOCK 2X4 STUDS @ 16" O.C.
I I
2X4 STUDS @ 16" O.C.
STRUCTURAL STRENGTH TO SUPPORT 250 LBS ATANY POINT OF THE GRAB BAR
3. PROVIDE GRAB BAR TO WITHIN 6" OF SHOWER CORNERS
WALL PARALLEL TO TRUSSES WALL
PERPENDICULAR TO TRUSSES
4. EDGE OF SHOWER STALL IS THE BEGINNING OF SLOPED FLOOR
5. VERTICAL GRAB BAR TO BE INSTALLED AT THE CONTROL END WALLAND HEAD
END WALL, WITHIN 4 INCHES OF THE SHOWER STALL EDGE
5
FRAMING PARTITION WALL TO ROOF TRUSS BOTTOM CORD (NTS)
7
GRAB BAR AT SHOWER (NTS)
SIGNED: 9/3/.
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DEPARTMENT
BEDROOM
DECK / RAMP PLAN
5GALE: 3/16 in = 1 ft
BEDROOM 5 BALCONY RAILING
5GALE: 3/16 in = 1 ft
- NEW HANDRAIL AROUND LANDING
EXISTING STAIR PER DETAIL 2, SHEET A6
LANDING
BEDROOM
DECK FRAMING REFERENCE:
D1 JOIST: P.T. 2X8 HF#2 CONT.
@ 16 INCH O.C. U.N.O.
D2 BEAM: P.T. 4X8 HF#2
OFOOTING: 30x3Oxl5 CONCRETE
D3 POST: 4X4 P.T. POST
DECK FRAMING NOTES:
1. REFERENCE DECK FRAMING DETAILS ON SHEET A6
2. DECKING MATERIAL SHALL BE TREATED OR COMPOSITE MATERIAL
PER OWNER SPECIFICATION
3. POST TRIM PACKAGE PER OWNER SPECIFICATION
4. CONTRACTOR SHALL INSTALL REFERENCED CONNECTORS PER
MANUFACTURERS INSTRUCTIONS
5. ALL FOOTING SHALL BE ESTABLISHED ON UNDISTURBED SOIL
W/ 2000 PSF MIN. SOIL BEARING CAPACITY
6. ALL FASTENERS SHALL BE #10 X 2-1/2" WOOD DECK SCREW U.N.O.
7. REFERENCE GENERAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
8. PROVIDE LATERAL LOAD SUPPORT PER DETAIL 5, SHEET A6 AT LOCATION
SHOWN
RAMP NOTES
1. RAMP RUNNING SLOPE SHALL BE LESS THAN 1":12"
2. RAMP SHALL NOT BE LESS THAN 48 INCHES WIDE. THE MINIMUM CLEARANCE
BETWEEN THE RAMP HANDRAILS IS 36".
3. ONE ADDITIONAL PLATFORM IS REQUIRED FOR EVERY 30 FEET OF RAMP.
4. THE PLATFORM AT THE TOP AND BOTTOM OF A RAMP MUST BE AT LEAST 60"x60".
IF THERE ARE PLATFORMS IN THE MIDDLE OF THE RAMP RUN, THE PLATFORMS
MUST BE AS WIDE AS THE WIDEST PART OF THE RAMP RUN THAT IT CONNECTS
TO, AND MUST BE AT LEAST 60" LONG.
5. SPACING BETWEEN RAMP DECKING SHALL BE NO WIDER THAN 1/4".
6. RAMPS AND PLATFORMS SHALL NOT HAVE VERTICAL LIP GREATER THAN 1/4 INCH
7. RAMPS AND PLATFORMS SHALL HAVE SLIP RESISTANT SURFACE.
8. PAVEMENT SURFACE SLOPE AT BOTTOM OR RAMP SHALL NOT EXCEED 5%.
9. THE MAXIMUM GRADE DIFFERENCE BETWEEN RAMP, PLATFORM, AND PAVEMENT
SURFACE SHALL NOT EXCEED 11%.
10. RAMP JOIST: P.T. 2X8 DF#2 @ 16" O.C. SUPPORTED @ 9' O.C.
SIGNED: 9/3/.
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DEPARTMENT
BEAM INSTALL FULL HEIGHT
SECTION
4x4 P.T. POST PER PLAN BLOCKING BETWEEN
OR GUARD_, -'JOISTS AT BEAM
4X4 GUARD POST
CENTERED ON SIMPSON ABU44Z FOR 4X POST JOIST
5' O.C. MAX JOIST RIM JOIST
FOOTING INSTALL TO CONCRETE W/ PER PLAN
z
RIM JOIST PER PLAN RIM JOIST
SIMPSON THDB 5/8"X5" (3)-8d TOE NAILED
2X2 RAILING SPACED SUCH THAT OPENING
(2 ON ONE SIDE,
SHALL NOT PERMIT THE PASSAGE OF A 4 _
FINISHEDGRADE 1 ON THE OTHER)
INCH DIAMETER SPHERE POST POST JOIST PER POST
PLAN JOIST
III=III=1
= PER PLAN
RAILING SHALL NOT ALLOW
III=1 a° BC66Z FOR 6X6 POST
PASSAGE OF A 6" DIA. SPHERE _
III=1=1 P.T. POST BC44Z FOR 4X4 POST
CONCRETE
DTT2Z(TYP)
FOOTING,--'.aSET
DIMENSION FOOTING BEAM
BLOCKING SAME SIZE AS JOIST
a ° ON UNDISTURBED PER PLAN
PER PLAN
=
o0
° NATIVE SOIL
=
JOIST PER PLAN PLAN AT PARALLEL JOIST PLAN AT JOIST PLAN B/W JOIST
III I� POST TO BEAM BEAM TO JOIST
RIM
i° DIA. HDG THRU-BOLT
JOIST
=
PER
PLAN
AND WASHER (TYP)
1
TYPICAL FOOTING POST, BEAM, AND JOIST (NTS)
2 1
TYPICAL GUARD (NTS)
ANCHOR
LENGTH
ANCHOR
TOP
BOTTOM
EDGE
HANDRAIL TO EXTEND KAILINU NU bHUWN 1-UK VLAKI I Y
TYPE
(in)
SPACING
MAX (S)
EDGE DIST.
(T)
EDGE DIST.
(B)
DIST(in.)
MAX (E)
121NCHESPAST PROVIDE GUARD AND RAILING PER
TOP OF RAMP (TYP)
DETAIL 2 ON THIS SHEET
LEDGERLOK
3-5/8"
8"
1-3/4"
1-3/4"
5"
LEDGER: MINIMUM SIZE:2X8 DF#2 36;; CLEAR WIDTH H HANDRAIL TO EXTEND
BETWEEN HANDRAIL 12INCHES PAST
S T ANCHOR LEDGER SHEATHING PER BOTTOM OF RAMP (TYP)
A SHEAR WALL SCHED. RAMP JOIST TO HANDRAIL:
e o e DECKILANDING: 34" TO 38"
RIM JOIST LRU28 EACH JOIST FULL HEIGHT BLOCKING RAMP JOIST:
0 o q-q BETWEEN JOIST @ 16. 0 CFCONT. MAX OPENING:
E A B 41NCHES EDGE
AT RIM JOIST PROTECTION
12
3 ANCHORS CENTERED B T ANCHOR SHEATHING PER
JOIST TO BEAM:
LEDGER SHEAR WALL SCHED. H2.5 @ EACH JOIST
@ EACH STUD
0
0 0 0 o WALL STUD RAMP BEAM: P.T. 4X8 DF#2 SLEEPER: SECURE TO
E o o B-B @ 16" O.C. SECURED TO POST WITH (2)1/2" DIAM. HDG CONCRETE, METAL, OR EXISTING CONCRETE
THRU-BOLTS AND WASHERS (TYP) ��RAMPSUPPORT: CONCRETE W/ SIMPSON WOOD TRANSITION DRIVEWAY
g BL SEE DETAIL 6 THDB 5/8"X5"
AT WALL STUD 6 FT MAX SPACING
3 TYPICAL LEDGER (NTS) 6 TYPICAL RAMP SECTION (NTS)
RIM JOIST RIM JOIST
FLASHING DTT2Z (TYP) 44 P.T. POST RIM JOIST OR
5/4" TREX DECKING DECK DECK SIMPSON ABU44Z FOR 4X POST OUTSIDE JOIST
554 FELT OR OWNER SPEC LEDGER LEDGER CENTERED ON FOOTING INSTALL TO CONCRETE W/
HOUSEL SIMPSON THDB 5/8"X5" JOIST-T
— — DTT2Z (TYP) 1/2"THREADED ROD JOIST 1/2" THREADED ROD FINISHED (3)-8d TOE NAILED
P.T. JOIST GRADE (2 ON ONE SIDE,
— — PER PLAN „ „ „ „ „ „ a b . 1 ON THE OTHER)
_ — — I—III=1 I a
SOLID RIM JOIST HOUSE DECK JOIST DECK JOIST II II II
PER PLAN PER PLAN
HANGER: LUS28Z JOIST
FOUNDATION OR P.T. LEDGER a a ° ° SET FOOTING LSSU21OZ
\b
FRAMED WALL SAME SIZE AS JOIST DECK JOIST PARALLEL BLOCKING FULL HEIGHT CONCRETE ON UNDISTURBED 4X8 BEAM
WHERE OCCURS SEE TYPICAL LEDGER NAIL SHEATHING TO BLOCK FOOTING ° NATIVE SOIL 12 BELOW
DETAIL 3 THIS SHEET TO HOUSE JOIST W/ (6) 8d NAILS EACH BLOCK 12"Lxl2"Wxl5"H FINISHED GRADE
DECK JOIST PERP. TO HOUSE JOIST I-1 f I-11 BEAM TO JOIST
4 TYP DECK JOIST HANGER (NTS) 5 TYPICAL DECK LATERAL LOAD SUPPORT (NTS) 7 TYPICAL RAMP SUPPORT FOOTING (NTS) 8 STRINGER ATTACH. (NTS)
1Ya" MIN (TYP)
RAILING 1'/ x l%SPACER
11/4'-2"OUTSIDE AT24"O.C.MAX 1Y."-2%"
DIAMETER 1'/ x 1'% SPACER 3/4" MAX 36" MIN /" DIA. HDG THRU-BOLT
JAT 24" O.C. MAX 1%11 MIN 7/8" MAX AND WASHER TYP
SIMPSON ABU44Z FOR 4X POST (TYP)
CORROSION RESISTANT 3/8" MIN7 SIMPSON ABU66Z FOR 6X POST
HANDRAIL BRACKET 5/16"MIN `�, S
MAX 48" O.C. INSTALL TO CONCRETE W/ C `
SIMPSON THDB 5/8"X5"
T2X4 SIDE 2YP MAX HANDRAIL WITH FOOTING AND GUARD & WAS7y��
PERIMETER FINGER RECESS �� ��
GUARD RAIL (TYP) GREATER THAN6'%" DETAIL 55# REQUIRED WHEN = �'�
FELT MORE THAN 4 RISERS Qz
Posr TYPE I, OPTION 2 TYPE II, OPTION 1 FOR NON -CIRCULAR FOR HANDRAILS WITH °
TYPE I, OPTION 1 HANDRAILS WITH a 38748
FOR CIRCULAR PERIMETER CROSS-SECTION PERIMETER CROSS-SECTION a a"CONCRETE SLAB SECTION RFG/STE���
GREATER THAN 6'/4"
HANDRAILS ONLY UP TO 6'/4" ASS/ONAL G Dei
9 TYPICAL HANDRAIL MOUNTING AND GRIP SIZE (NTS) 10 1 TYPICAL BOTTOM LANDING (NTS) SIGNED: 9/3/2023
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