REV1-APPROVED- RESUB-Architecural Plandrafting
GENERAL STRUCTURAL NOTE
GORE
PL,AN5 COMPLY WITH THE 2015 INTERNATIONAL RE51DENTIAL CODE.
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL
ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT 15 THE CONTRACTORS RESPONSIBILITY
TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED.
DIMENSIONS TAKE PRECEDENCE OVER 50ALED DRAAIN65.
CODES:
ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED
I. 2016 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH AA5HIN6TON STATE AMENDMENTS
(ASA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. APPENDICES F,O, d
U ARE ADOPTED.
2. 2016 INTERNATIONAL BUILDING CODE (1 BG) WITH AA5H I NGTON STATE AMENDMENTS
(ASA)
5. 2015 INTERNATIONAL MECHANICAL CODE (IMC) WITH AA5HIN6TON STATE AMENDMENTS
(ASA)
4. 2016 UNIFORM PLUMBING CODE (UPC) AITH AA5HINGTON STATE AMENDMENTS.
5. 2015 INTERNATIONAL FIRE CODE WITH WASHIN&TON STATE AMENDMENTS.
6. 2016 AA5HIN6TON STATE ENERGY GORE, RESIDENTIAL PROVISIONS (ASEG).
LIVE LOADS
ROOF-----52 P5F
FLOOR-----40 PSF
DECK-----60 P5F
FOUNDATIONS
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF.
ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-b" BELOA ADJACENT EXTERIOR
FINISHED GRADE.
CAST -IN -PLACE CONCRETE
F'c = 5,000 P51 ® 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC. YARD OF
CONCRETE AND A MAXIMUM OF 6-5/4 6ALLON5 OF RATER PER a4# SACK OF CEMENT. NO
SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE 15 1-1/2 INCHES. MAXIMUM SLUMP
15 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL
CONFORM TO THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE. ALL
REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
P051TION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL
PLATES TO FOUNDATION AALL5 TO BE %" DIAMETER AITH 7 INCH MINIMUM EMBEDMENT INTO
CONCRETE AND MAXIMUM 5PACIN6 OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE
PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED
GALVANIZED CONNECTORS SHALL CONFORM TO A5TM STANDARD 155 AND HOT DIPPED
GALVANIZED CONNECTORS SHALL CONFORM TO ASTM Ab55 CLA55 6-165. STAINLESS STEEL
FASTENERS AND CONNECTORS SHALL BE TYPE 504 OR 516. 5IMP50N PRODUCT FINISHES
CORRE5PONDIN6 TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND 55T
500 (STAINLESS STEEL). FA5TNER5 FOR DECKS AND PRESSURE TREATED AND
FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (GI85),
5TAINLE55 STEEL.
REINFORCING STEEL
ALL RE I NFORG I N6 STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR
REINFORCED CONCRETE CONSTRUCTION BY CR51. DEFORMED REINFORCING STEEL BARS
SHALL CONFORM TO A5TM A-615 FOR GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND
GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE GOLD WITH
A MINIMUM RADIUS OF b BAR DIAMETERS (1'-'7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL
BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR
DIAMETERS UNLESS NOTED OTHERWISE. UNLE55 NOTED OTHERAISE ON THE DRAAIN65,
REINFORCING STEEL SHALL HAVE THE FOLLOWING MINUMUM COVER:
CONCRETE CAST A6A I NST EARTH ---- 5 INCHES
CONCRETE EXPOSED TO EARTH OR WEATHER
% THROU6H #IS BARS ---- 2 INCHES
#5 BAR AND SMALLER ---- 1-1/2 INCHES
STRUCTURAL STEEL
STRUCTURAL STEEL SHALL CONFORM TO ASTM A56, f y=56000 P51. ALL AELDIN6 SHALL BE
IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY AABO
CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500, f y=50,000 PSI.
�3_��1ZK11M i Qf;_;]�
ALL LUMBER SHALL CONFORM TO AAPA GRADING RULES FOR AESTERN LUMBER, LATEST
EDITION. PROVIDE OUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST ROOD. ALL
AOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH
AAPA UI AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW:
2x FLOOR JOIST
HEM -FIR #2------------------- Fb = 550 PSI
2x ROOF RAFTERS
HEM -FIR #2------------------- Fb = 850 P51
4x BEAMS
DOUG-F I R/LARCH #2---------- Fb = 850 P51
bx BEAMS
D0106-FIR/1-ARCH #2---------- Fb = 850 P51
LUMBER NOT NOTED
HEM -FIR #2------------------- Fb = 850 P51
MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE
FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO
BE A-501. ANCHOR BOLTS INTO CONCRETE SHALL BE %" DIAMETER AITH 7 INCHES OF
EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE
COMMON AIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.G. SCHEDULE.
FLOOR SHEATHING
SHEATHIN6 SHALL BE 5/4 INCH TONGUE 8 GROOVE, A.P.A. RATED SHEATHING. SPAN RATIN6
46/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL
AITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & IO INCHES
ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE
JOIST AND THE TONGUE AND GROOVE JOINTS AITH AN APPROVED ADHESIVE.
WALL 5HEATHINCG
SHEATHING TO BE 7/(6" A.P.A. RATED SHEATHIN6. SPAN RATI N6 24/b. PANEL END JOINTS SHALL
OCCUR AT SUPPORTS. NAIL PANEL ED6E5 AITH 8d NAILS AT b INCHES ON CENTER AND 10
INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAAIN65.
GLU-LA M I NATED TIMBER:
LAMINATED TIMBER SHALL BE DOU6LA5-FIR/LARCH KILM DRYED. STRESS GRADE
COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS
BEAMS.
ROOF SHEATHING
5HEATHIN6 SHALL BE 7i(b" A.P.A. RATED SHEATHIN6. SPAN RATING 52X6, INSTALLED WITH LONG
DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL
ED6E5 WITH SD NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS.
FLOOR FRAMING:
PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS AND HEADERS
NOT GALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 UNLESS NOTED OTHERWISE. ALL
VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH I6d
NAILS SPACED AT b INCHES ON CENTER.
WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT GALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 WITH
ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET AIDE OR LESS. ALL
COLUMNS NOT GALLED OUT ON THE PLANTS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d
NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETAEEN ROOD
AND CONCRETE. AALL5 SHALL HAVE A 51N6LE BOTTOM PLATE AND DOUBLE TOP PLATE.
END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACIE NAIL
DOUBLE TOP PLATE WITH Ibd NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES
WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. 5TA66ER SPLICES A MINIMUM OF
48 INCHES.
ROOF TRU55E5
TRUSSES SHALL BE PLANT FABRICATED OF DOUGLA5-FIR/LARCH OR HEM -FIR. TRUSS
MANUFACTURER SHALL SUBMIT SHOP DRAAIN65 AND CALCULATIONS STAMPED, 516NED AND
DATED BY A WA5HIN6TON STATE LIGEN5ED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP
DRAWIN65 TO MITCHELL EN6INEERIN6 FOR REVIEA AND APPROVAL PRIOR TO FABRICATION
OF THE TRUSSES. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC, TRUSSES WITHOUT STORAGE.
MANUFACTURERS I145TALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE
TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE.
T NARFZATI\/E draftnw@gmail.com
?ADD 5 FT ON THE EXISTING DECK W I DTH AND
?ADD ROOF COVER.
OWNER
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DRAFTING NORTHWEST LLC
Ig21 76TH. AVE SE
LAKE STEVENS, WA g8258
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SITE ADDRESS
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17652 6gTH AVE W,
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NEW 2X6 WALL
NAIL
SIZE
NAIL SPACING
EDGES
STUDS
TOP/BOTTOM
PLATE
8d
6"
12"
6"
INDEX OF DRAWINGS
SHEET # DESCRIPTION
AO SITE PLAN
Al COVERSHEET
A2 EXISTING DECK FOUNDATION, PLAN AND FRAMING
A3 PROPOSED DECK FOUNDATION, PLAN AND FRAMING AND DETAILS
A4 ELEVATIONS
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Document date:
08/06/21
Document Phase:
FOR PERMIT
Document date:
11 /12/21
Ai —RESPONSE TO COMMENT #1
/2\\ — FIELD CHANGE 3.6.22
ESHEET
A10F A4
20024
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EXISTIN& LOWER LEVEL
50ALE: 1/4" = 1'-0"
(E) 25-0" (E) 21'-0"
(E) 16'-O"
EXISTIN& DESK
SCALE: 1/4" = 1'-0"
II I I I I I I I I I
II I I I I I I I I I
II I I I I I I I I I
II I I I I I I I I I
II I I I I I I I I I
IL-_______1_LJ_1_LJ_1_LJ
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EXISTING DEC..,< FRAMING
50ALE: 1/4" = I'-O"
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Document date:
08/06/21
Document Phase:
FOR PERMIT
Document date:
11 /12/21
Ai —RESPONSE TO COMMENT #1
A— FIELD CHANCE 3.6.22
.SHEET �
A20F A4
20024 'N
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6X6 PT LRcLNEW ' W/ EGGLL66
W/ 6X10_DF2
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50ALE: 1/4" = 1'-0"
________ LINE OF —EXIST. NALLABV _______________
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BASE ON 42 "50RX 12 "T
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FTC. W/ (8)#4 E/W
TYP. ® 4 LOCATIONS
IA
(E) 16'-O"
3" EXTENSION AT
THE HOOK
2Y2" EXTENSION AT THE HOOK
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a)#4 VERTICAL W/
0" HOOK
FOOTING
#4 HORIZONTAL
+%j; TIES a 3" OG
.�
SQUARE AND
DIAMOND SHAPED
TIES (5) TOTAL
° SI MPSON
MPB66Z
COLUMN BASE
COLUMN BA5E CONNECTION
2X4 WALL
NOT SHOWN
FOR
CLARITY
PT 6X6 COLUMN
I
5TCEDAR
KE3A5F-
I
WRAP 8
BASE TRIM
2x WOOD TRIM
PER PLAN
(OPTIONAL) o
o
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POST GAP
KNEE
BRACING
NOT SHOWN T
o
0
-6XI2 PT BEAM
PER PLAN
PT 6X6 COLUMN
5IMP50N
MPB66Z
COLUMN BASE
(3)#4 HORIZONTAL
TIES o 3" O.G. SQUARE
AND DIAMOND
7757 FINISH GRADE
z
MUM 51ZE f
ITH I5"x18" 0
(8)#4 VERTICAL W/ m
�/ 10" HOOK
11
"4 ° 1t a° FOOTING
° iV °aii
° n
FOOTING m v
PER PLAN
RAILING NOT
SHOWN FOR
CLARITY
P.T. bxl2 DF#2
SIMPSON EGGLL66
COLUMN GAP
P.T. 6x6
POST
24"
ALL LAG SCREW AND
FASTENERS SHALL BE ZMAX
HOT DIPPED GALVANIZED
(6155) OR STAINLESS STEEL.
SCALE: NITS
�F1 NEW DECK FOOTING, COLUMN AND BEAM CONNECTION DET
3A
EDGE
FIELD
SILL CONNECTION
SHEAR TRANSFER
ANGHOit BOLT
ALLOYVABLE= SHEAR
uARK
SHEATHINS
NAIL1 0
NAILM?
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All 5EI5HIIG
NAILS
ANGLES t]
TOE NAILS n
ANGLES 12
5YV6
511416LE SIRED
Ill
12' O.G.
6" O.G.
90' OL.
4'OL.
24" O.C.
401' O.G.
540 PLF
242 PLF
5W4
51NGLE 51CW
4" O.G.
12' O-G,
4" OG,
20' OL.
4' O.G.
10'' OL.
32' O.G.
4q5 PLF
353 PLF
W
SIN19LE SIDED
9" O.G.
IX OL.
5" O.G.
16" OL.
4' O.G.
VOL.
24'OL.
657 PLF
4.56 f'LF
511
SIN61-E SIDED
2" O.G.
12' O G.
2" O.G,
12" 0,0,
4' Q.G.
10" O.G.
16" 0,G.
W2 PLF
5q5 PLF
Sill
DOUBLE SIDED
4' OL.
12' O.G.
2" OL.
10" O.G.
4' O.C..
V OL.
1610.6.
qqo PLF
706 Pl_F
%VIl
DOUBLE SIDED
3" O.G.
12' OL.
2" OL.
W O.G.
4"O.C.
6" OL.
12" O.G.
1274 PLF
gil2 F'LF
DOSIDED
2"O.G.
VOL.
2" OL.
51/2" Q G4`OL.5
$4 'LF
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NOTES:
I. FOP LOCATION OF SHEAR WALLS, SEE PLANS.
2. PROVIDE (2) 2X STUDS FULL HEIGHT STUDS AT EACH END OF SHEAR WALL, U.N.O.
3. 1/16 A,P.A. RATED PLYWOOD OR O.S.B. INSTALLED HORIZONTALLY OR VERTICALLY.
4. ALL PANEL EDGES SHALL BE BLOCKED WITH MINIMUM 2X FRAMING, U.N.O. PROVIDE EDGE.
NAILING AT ALL 5UPPORTS AND PANEL EDGES.
5. PROVIDE 3X FRAMING AND BLOCIll AT ADJOINING PANEL E DGE5 WITH STAGGERED
NAILING AT ALL SHEARWALLS OTHER THAN SW6, AND WHEN, ANY OF THE FOLLOWING
00NDITION5 APPLY:
o) NAIL 672AGINC7 15 SPECIFIED AS 2" O.G.
ka) NAILS ARE SPECIFIW A5 106 COMMON NAILS AT 5" O C OR ll
c) THE ALLOWABLE SHEAR CAPACITY EXCEEEP5 550 PLF FOR 511NOL.E 51REP
SHEAR WALLS OR -fC?O PLF FOR (DOUBLE SIDED SHEAR WALLS
*NOTE, (2) 2x FRAMING AND BLOCKING MAY BE SUBSTITUTED FOR 3x PER SCHEDULE 5N/53.
6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAIL 5PACING 15
LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL €3E OF7-SET TO FALL ON
DIFFERENT FRAMING MEMBERS.
1. ALL NAILS 5HALL BE 9d (d = 0.I13I INCH) UNLESS NOTED OTHERWISE.
8. NAILS SHALL BE LOCATED 3/S" MINIMUM FROM PANEL EDGES.
q. PROVIDE 16d COMMON NAILS BOTTOM PLATE TO RIM/BLOCKING WHERE REOUIRED PER
DETAILS.
10. PROVIDE SIMPSON LTP4 (HORIZONTAL) WITH (12) 0.151" X 1 1/2' (N8) NAILS PER SCHEDULE.
11, PROVIDE I TOE NAILS AT RIM/ELOGKIN6 TO TOP PLATE PER DETAILS,
I PROVIDE SIMP ON A55 SHEAR TRANSFER ANGLES WITH (12) Sd X 1 1/2" NAILS PER DETAILS-
15. ANCHOR BOLTS SHALL BE 5/8" DI A. (EMBEDDED T" MINIMUM) AT 48" O.C. MINIMUM UNLESS
NOTED OTHE7•ZW15E IN TAl All W1TH 5" X a" X 1/4" (4 1/2"" X 4 1/2" X 1/4" AT
DOUHLE-SIDED 2x6 5HEARWA-I HOT DIPP"ED GALVANIZED PLATE WA5HER5 (MINIMUM 2
ANCHORS PER 51LL PLATE). PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE
OF THE SILL PLATE ON THE 5IDE(5) WITH 5HEATHING AT 5W4, 51 AND 5YM2.
14. SHEARAALLS NOTED AS "ll ON PLAN SHAL _ BE BLOCKED .AND STRAPPED PER
TYPICAL "FTAO STRAPS AT 5HEAll p=FN \S" DETAIL.
I
SHEAR WALL 50HEDULE
5GALE: NT5
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NOTE:
ALL CONNECTORS SHALL BE BY 5IMP50N STRONG TIE
SCALE: 1/4" = 1'-0"
44'
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LATERAL TIES DETAIL
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SCALE: NT5
ROOF FP
PER FLA
2X BLOCKING ® I -
JOIST W/ (5) Ibd i
BLOCK TO JOIST
CONTINUOUS BLOCKING
(5) IOd NAILS
T/SHEATHING
6 ® 24" OG
:4 DIAGONAL BRACE 0
-0" OG W/ (5) Ibd NAILS
: END
:4 0 45" OG W/ (2)
I NAILS EA END
>NTINUOU5 2X4 TRIM
R FIRM BRACING
01�ERFRAMED TRU55
(E) 46-0"
RAILING NOT
SHOWN FOR
CLARITY
5IMP50N 0066
COLUMN GAP P.T. 6xIO OR
6X12 PER PLAN
P.T. 6x6 W/ 5/4" dia.
LAG SCREW (§ EACH
END W/ 4"
PENETRATION INTO
BEAM & COLUMN
KNEE BRACE DETAIL
2 SGALE:NTS
24"
P.T. 6x6
POST
/ \ L-TRU55 PER PLAN
5IMP50N HI CLIP
® EACH TRU55
POST GAP LS50 ® 24" O.G.
E00/0066 'o'
BEAM PER PLAN
POST PER PLAN
ROOF BEAM DETAIL
'4 SGALE:NTS
U
P.T. 6x6 W/ 5/4" dia.
LAG SCREW @ EACH
END W/ 4"
PENETRATION INTO
BEAM 8 COLUMN
2'8"X6'8" DR
WALL FRAMING:
ALL DOOR AND WINDOW HEADER5 NOT GALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 WITH
DN ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL
COLUMNS NOT GALLED OUT ON THE PLANTS SHALL BE (2) STUDS SPIKED TOGETHER WITH I
6X6 PT 6X6 P7CKNAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD
AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE.
2X4 WALL W/ WINDOW OR SCREEN END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL
DOUBLE TOP PLATE WITH Ibd NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES
WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF
48 1 NCHES.
0011'D DECK 0 DECKING
224 5F DECK I NG LA I D PERPEND I CULAR TO JO I STS U51 N6 l 1 NCH
(2X EXISTING DECKING) THICK (MIN) WCKISTS WOOD DECKING SUPPORTED BY JOSPACED
EXIST. STAIR TO I6" O.G. MAXIMUM. ATTACH DECKING TO EACH JOIST WITH
Q REMAIN 2-SD THREATED NAIL5 OF 2-#10 SCREWS. SPACE DEGKIN6
Q v BOARDS APPROXIMATELY Y8" APART. SEE DETAIL DI FOR
�t Q U q DEGKIN6 CONNECTION REQUIREMENTS TO RIM JOIST. DEGKIN6
< Q PLACEMENT MAY RANGE FROM AN ANGLE PERPENDICULAR TO
6X6 PT _ _ _ _ _ _ 6X(b PT THE J015T TO AN ANGLE OF 45 DE6REE5 TO THE JOIST. EACH
LSW2 SW2 SEGMENT OF DEGKIN6 MUST BEAR ON A MINIMUM OF 5 JOIST.
2'-O" 11'-0" 12'-0"
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Document date:
08/06/21
50ALE: 1/4" = 1'-0" ATTACH RIM JOIST TO END
OF EACH JO IST WITH (3) 8d Document Phase:
A ® THREADED
MUM WOOD (3) #8
x W M
Fl(&
Z LATERAL TIES SPACE AS SHOWN SCREWS FOR PERMIT
OTAL) PER DETAIL 6/A5
DI — M JOIST CONNECTION VET I Document date:
RI
SCALE: NT5 11 /12/21
2X12 PT LEDGE
_ _ _ __ _ _ __ __ _ -�--T- ■—■—■—■—■—■—■—■—■—■—■—■—■ -RESPONSE TO COMMENT #1
III II II II Ih I I III Ir■�'�'�■�'�'�'�'�'�'�+
u u u u u� ul I FASTENERS FOR PRESERVATIVE -TREATED I DECK CONSTRUCTION TO CONSIST OF APPROVED I A- FIELD CHANGE 3.6.22
BOI 5IM I ■AND FIRE -RETARDANT -TREATED WOOD I■WOODS OF NATURAL RESISTANCE TO DECAY OR ■
NEW PT W6X6 i ISHALL BE OF HOT -DIPPED ZINC -COATED BE TREATED WOOD AND LABELED ACCORDINGLY. I Af=- FIELD TRANCE
6X6 PT NEW ■GALVANIZED STEEL, STAINLESS STEEL, i■ IRC R317.1 & R317.2 COMMENT RESPONSE 3.18.22
W/ GG66 I 5.5X 12 GLB 24F-V4 WOLMAN I ZED GG66 _ . . . . . . . . . . . . J
_���� _ __ _ __ (SILICON BRONZE OR COPPER. COATING
DROPPED !------J (.WEIGHTS FOR FASTENERS .t■�■�■�■�■�■�■�■�■�■�■�■�
t
I HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR
r ISHALL BE IN ACCORDANCE WITH ASTM IiOR MORE RISERS. ALL HANDRAILS TO BE LOCATED
HUG612 HUG612 I IE)6X12 PT r------� I'A153. IRC R317.3EAM To BE �� J■�■�■�■�■�■�■�■�■�■�I34L_ TO 38 ABOVE TREAD NOSING. OPEN SIDES OF
EMOVED EXIST. STAIR TO ■STAIRS MORE THEN 30❑ ABOVE ADJACENT FLOOR ■
2 Ili REMAIN ISHALL HAVE HANDRAILS & GUARDRAILS. THE
N W 2 12 FT Ip 165" r -art - ■ HANDGRIP PORTION SHALL HAVE A CROSS
'I I �T T T�T��� ■
( (SECTIONAL DIMENSION OF 1%E] TO 2_ IRC R311.7.81
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p�z�I III
NEW
6X6 PT ' I I' L u
W/ ECCLR66 NE— or
--------------------- - 6X6 PT
NEWW/ EGGLL66 r--------------------- SHEET
I 5.5X12 GLB 24F-V4 WOLMANI I POSITIVE CONNECTION BRACKETS FOR DECK 1
A3 BOI IN ■ JOISTS SHOULD MEET MANUFACTURES
TYP. 2 UZ28 HANGER F SPECIFICATIONS AND RECOMMENDATIONS.
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FROFOSED
A30F
A4
SCALE: 1/4" = 1'-0"
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LEFT ELEVATION
SCALE: NT5
16, SCREEN OR WINDOWS ARE OPTIONAL.
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COLUMNS WITH (4)Ibd
RIGHT ELEVATION
LXV t- I C,KU�=—W KPACA NC7 -
NAIL TO COLUMNS WITH (4)Ibd
FRONT ELEVATION
of
EXISTING DEC..,< ELE\/AT101
SCALE: NTS
EXISTING ELE\/ATIO
SCALE: NT5
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_ Document date:
08/06/21
Document Phase:
FOR PERMIT
Document date:
11 /12/21
Ai —RESPONSE TO COMMENT #1
A— FIELD CHANGE 3.6.22
ISHEET
A40F A4
120024