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PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION o
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2
14
44'-4"
6'-6" 20'-0" 17'-10"
4"x 4"POST ANCHORED ON
14"0 x 36"FTG.BELOW GRADE
AND 4"-6"ABOVE GRADE
- -1---------i - 6-8"
2-2"X 10"GIRDER \ 2-2"X 10"GIRDER 2-2"X 10"GIRDER
PROVIDE LSSU28 JOIST HANGER
00 @ RIDGE TO EACH ROOF RAFTER
6" 6 4' 6'4" 64" 6" 4'-6" TYPICAL @ NEW CONSTRUCTION
1 1/4"x 20 GAUGE GALV.
C/) _
STRAP TYPICAL.20"LONG
o o EACH ROOF RAFTER
o CELLAR STEPS W/ (4)8d NAILS
BILCO DOORS
mo
m o m o FREE EGRESS REQ'D EACH END
N EA.ROOF RAFTER
2"X 10"PT LEDGER BOARD LAG BOLTED N Lo
TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. 17
AS PER TABLE 507.2 12
P--------- --- _
---- -- ----___------------------------------------T--- ------ ---------- - ------- __----------------1 0 0
o 0
I
1
VARIES
- ROOF RAFTERS
00 FTE S SEE PLAN
I
( )
r 1/2 EXTERIOR GRADE PLYWOOD SHEATHING
= 14 m
1 LATERAL BRACINGto
-N� TOP&BOTTOM CD i #15 FELT
of I SEE DETAILS A,B,C SHEET#12 I ASPHALT SHINGLES(AS SELECTED BY OWNER)
In
Z1 i 43'-0" 9
_I
CEILING JOISTS(SEE PLAN)
00
BATT INSULATION(SEE PLAN)
PROPOSED I 1
1 I
N co UN—FINISHED BASEMENT r — —
Cf -T-6" HEIGHT TO UNDERSIDE OF JOISTS
10'-0" I I x o -4"THICK POURED CONCRETE SLAB WITH 6"x 6"x X x o
1 ~
Err w 1.4 x 1.4 WWM REINFORCING OVER 6 MIL VAPOR �" u_ "' "-
I I BARRIER OVER 6"R.C.A.COMPACTED BASE.
8-82' 8-82 I 1 FASCIA
1 1 1 %
1 I NEW 4"STEEL COL. NEW 4"STEEL COL. NEW 4"STEEL COL. NEW 4"STEEL OL I 1 \
I 1 1 I 3"CONTINUOUS SOFFIT VENT /
m 1 W/30"x 30"x 15" W/24"x 24"x 12" W/30"x 30"x 15" W/24"x 24"x 2" 1 I
CONC.FOOTING �-- -� CONC.FOOTING -- -� CONC.FOOTING -- CONC.FOOTIN SIMPSON STRONG-TIE H2
1 1 1 I NDER POST ABOVE I 1 t I UNDER POST ABOVE I I 1 . I "
�1 1 n n � -�---n---n-�-�-� � --n ram-n-�•�� �-�-n-�- " I @ 16 oc(EACH SIDE) `� 1
-13/4 X 117/8 LVL�RDER 1 I 3-13/4 X 117/8 LVL GIRDER I �3=1314 11117/8 LVL GIRDER I 13-13/4 X 117/ LVL GIRDER I ;.
IW i I \\ L____J i I L—_--J L__LL_J
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C� I ;.i 1 \ / I II--- --11 N I I N ch /
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2 x c� o� I 1 N \\ I I I n� NEW GAS-FIRED
I F T FJ 16"0 '1J' 110 DIRECT VENT BOIL R I I
' S o I ,' I w FLOO FRAMING UNDER ITRfiEN ABOVE i cn i i-- ---'i iLL PROVIDE 5/8"TYP "X" 1
cros i i uj 1 v~,n I1 FIRE BOARD OVER I I I �'---------�
= SHALL B14RAMED AT 12/6.C.
:x:5 I I cn \ I o1r-� ---�'O EQUIPMENT
m N N 1 I Z m ` / 11 F-- ---I I p I .: I I o
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b I X o I I ~ cn \\ -' t I I 11 I I VINYL SIDING R-3 RIGID INSULATION BOARD
Co / '
ti I 1 / `cN O I N fif
o 11 ELEC. 11 �+ o I TYVEK BUILDING WRAP I 1
IN 1 1 `r o I x o I I LSD II x o 1 1/2"EXTERIOR GRADE PLYWOOD SHEATHING I o 1
� I I C.M. 11 CV l.L I n 1 O 1
0, I :`. I / \ I 11 DET. I I 1 2"x 4 STUDS 16"oc / SEAL
i / \ 1 11 11 1 31/2"BATT INSULATION R=15.0 —�
W cs o 1 1 \\ I t l 11 I 1/2"GYSUM BOARD D ARC
.. o o �� / \ I I I I I 1 I 1 -:✓ �5 N.K. Te
_� I - . / LATERAL BRACING \ I 11 I I LATERAL BRACING
i z m I I % TOP&BOTTOM \\ 1 I I I I TOP&BOTTOM 1 I `?' SIMPSON STRONG-TIE FTA @ 16"oc OR
N _--__I-SEE DETAILS A_B, SHEET#12 \\ I I I I1 SEE DETAILS A,B,C SHEET#12 ' I I 1 1I4 x 20 GAUGE GALV.STRAPPING,
I a o0'4 j x- -------------I_---------------------------------1L-------LL-------------------------- -- ------i i EXTENDED 12" BEARING FROM FLOOR
1
= K= FRAMING EACH DIRECTION EACH STUD I 1 ,
v
r
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-------- --------------------------- ---------------------------------------------------------------- - - Q
t° a L T 2"X 10"PT LEDGER BOARD LAG BOLTED 2"X 10"PT LEDGER BOARD LAG BOLTED T
TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. I I % F 0 F N Eby
i m I o AS PER TABLE 507.2 AS PER TABLE 507.2
r• Co _ � _ 2-2"x 4"TOP PLATE
r
N L 2"x 88 p thy„ K ILL 2< Ili co LL-
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F-1 i-40 --------------------� `
' _-_-_-_-T�i- 3-�"x 10"PT GIRDER - -i-_-_•_-_-_ �-3-2"x 10"PT GIRDER-% _•_-_ -_-T-� - 3-2"x 10"PT GIRDER - y- 3-2"x 10"PT GIRDER -/-
it
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6"x 6"POST ANC ORED ON 6"x 6"POS ANCHORED ON i j C',Ir- p
18"0 x 8'FTG.BE OW GRADE 18"0 x 8' G.BELOW GRADE I 1 co Y
AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE 1'b w
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CELLAR ENTRANCE DETAIL I I
6„ 7r_72 r 7r_72 r 7r_7z r 7r_72 r 7r_72rr 7r_72rr 7r_7Zrr ;
/ I 1 �
Err I o
10'-0" 44'-4" 3/4"SUB FLOOR GLUED AND NAILEDoc
1 I
FLOOR JOISTS(SEE PLAN)
54'-4" BATT INSULATION(SEE PLAN) Y
"SIMPSON"CMSTC16 COIL STRAP OR / i i O Y
" 1 1/4"x 20 GAUGE GALV.STRAPPING, --
PROPOSED FIROT FLOOR PLAN L
STRAP EACH STUD 12"MIN.BEARING O}
w
"_ " WRAP STRAP UNDER SILL @ EACH STUD 1 ---------------�� O Z w
1/4 -1-0 \z p
GRADE ��\ 2"x 4"SILL i i ; -' cr Z
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`\q�! 2"x 6"P.T.SILL j 0 U) _
\ Ell� ANCHOR BOLTS(REFER TO PLANS 1 ' III
ti
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g° 4 8"P.CONCRETE WALL SILL SEALER i j `n Z m
CONCRETE WALL TERMITE SHIELD
— NEW
` Z I ilal p 1 i�
• ••' • `' '•'• • W CONSTRUCTION �•�� � I
. : .' c I II n N 1
PROVIDE POURED CONCRETE STAIR W/#5 REBAR& A --- ---- GRADE
_______________ 5/8"A.B.@ 45"O.C.WITH J; I
NOTES: TO BE REMOVED 3"X3"X 1/4"PLATE WASHER W.W.F.ON 4"GRAVEL BED ON CLEAN COMPACTED FILL �_ #5 REBAR(1/2"DIA)
i=1 I I-1 I I=1
8"P.CONCRETE WALL ' 4"P.CONC.STAIR&PLATFORM MIN. I I—� r N THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE N
1. EXCAVATE FOR ALL FOOTINGS„FOUNDATION WALLS,AND SUCH OTHER , 2 x6 SILL PLATE ON 4"GRAVEL BED OVER CLEAN COMPACTED SUBGRADE 1 (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC (� z M
WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE EXIST G STRUCTURE PLATFORM PITCHED MIN. PER FOOT TOWARDS COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. Z — m O
DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL CONCRETE WALL FLOOR DRAIN.4"FLOOR DRAIN TO CONNECT TO DRYWELL 8"POURED CONCRETE W J O N
HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. q o a w Z
LEGEND FOUNDATION WALL 1/2"EXPANSION JOINT U �
2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT M N p u 0 0 _
MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE + 16"x 8"DP.POURED CONCRETE FOOTING u a O
" cn FOR HOLD-DOWN ANCHOR '; _ _ _ (n (� _1
FOOT WITH A MINIMUM OF 3'-Om COVER. c q 4 — _ _ _ _
INDICATES LOCATION OF SHEAR WALL HOLD-DOWN 5/8"X12"ATR ANCHOR MIN. —III—III—III—� W Z R
3. ALL CONCRETE SHALL BE 3,501)P.S.I. BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 5.5"EMBEDMENT SET IN a b I—I I Z _4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE (TO BE INSTALLED AS PER N.Y.S.CODE) ° ACRYLIC TIE ADHF�IVE(AT) a . , ❑
CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE ❑
SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL ALL FASTENERS SHALL BE INSTALLED WITH STRICT q (AS PER WFCM 2001 TABLE 3.2B) W
ACCORDANCE W/MANUFACTURER SPECIFICATIONS " " #5 REBAR(1/2"DIA W W
TO BE FREE OF WOOD,TRASH,ETC. ❑ ANCHOR BOLT @ 45 O.C.FOR 1-3 STORIES ) E- 0 0 ❑
'"ANCHOR BOLT @ 30"O.C.FOR 1-3 STORY r 0 EL w Z_ N
5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS N 2 4' CONCRETE SLAB ON UNDISTURBED BASE w I- �_ ,
BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED HOLDDOWN CONNECTION NOTE c"
M 7" 5" RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE 7 W Z J
WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS -HOLDDOWNS SHOWN ON FOUNDATION " Q W ¢I N
PLASTIC CEMENT. PLAN ARE CONNECTING FOUNDATION
w/3 SQUARE WASHERS AND END NUT SETUP a 0- v m ¢
TO FIRST FLOOR 1r-0n 3r-9n 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR
6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. -HOLDDOWNS SHOWN ON FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS DWG NO
7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( PLAN ARE CONNECTING FIRST FLOOR 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN.
PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE TO SECOND FLOOR DETAIL "All TO:12"MAX FROM ENDS OR CORNERS ANCHOR BOLT SPECIFICATION N.T.S. TYPICAL WALL SECTION 3
4.CONC.BLOCK TO BE FILLED SOLID @ANCHOR BOLTS. �
THAN 7 PERCENT. *ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY
8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. 3/4"=1'-0" 14
44'-4"
36"RAILING W/2"BALUSTERS @ 4"OC
20'-0"
HAND AIL 44'-4"
PROPOSED
DECK o 7-10"
DECKING AS SELECTED BY OWNER BILCO DOORS
H ND AI 3'-7" 6'-8" 7'-7" 8'-8" 7'-10" 6'-2" 3'-1 0"
3'-6" 13'-0" 2 0"
244DH3 50 WINDOW 244 H30 0 WI DOW
3'-4" 3'-4" 4'-4" 4'-4" 3'-1" 3'-1"
SAFETY LASS NEW 6'-0"x '-0"SLIDER SAF GLASS
�- - - - - —�� - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — EGRESS - - - - - - -
244DH3 49 WINDOW 2.244DH 049 WINDOWS 244DH30 WINDOW
______ 2 2 x 10 HEADER N r2, x10"HEADE 2-2"x12"HEADER r___ _ - n � � I I
5"RIGID FOA 0 MS W/1.5"RIGID FOAM I 1.5 RIGID FOA o I
6'-2" i 6'-2" 5'-8" 5�_2�� o o z `7 I n n I -- x n
?�cn
Z� I 3-2 x8 HEADER 3-2 x10 HEADER 3-2 x8 HEADER
�• 'v ' n I ai 00 ON
in 19'-2 i i x in v
® M H _ N ri io I 6'-0" 8'-0" 5'-6" ( co
VET i PROPOSED
PROPOSED
CLO BATH
0 2868 PROPOSED LIVING ROOM N I 9'-0"CEILING HEIGHT I 5'-6"PLATE HT. 5'-6"PLATE HT. 5'-6"PLATE HT.
La U3
LAUNDRY `" cn
4'-0" z o `r o 9'-0"CEILING HEIGHT o i , x --- -- ( x
vNi a INSTALL FIBERGLASS I I o cn 9-3 I I 17-3' o cn 9-4
o N PAN FOR WASHER& w o w o _
O O L--- ------_-- '�O O w W I cn Q I I ELEC. ca p' I
o DRYER. 2< x 6� z
o - _ - - c.M. 068 SLIDER o -_- _ VENT DRYER TO EXTERIOR N N M M i I o f I "N
- N CO AS PER M1502 ® MECH �� w L_ __ _________ _J PROPOSED ) --- ____ _
-I ---' w �--- -
X --? �E•�.----•-----
.J J M o ❑VENT o N " `° LOFT AREA N "
n An S.D. O I I ch
a a oc.M. cP C to ___ ri �1____ 8'-0"CEILING HEIGHTso�'
DEr. ytt�►
?668 N PROPOSED o DET.
D BLEJOISTS 3- 3/4"X 117/8"W/2-3 4"STEEL PLATES FLUSH HEADER --- p oy o W BEDROOM W
------- --------1------------
o 3' " 2868 BARN 3 x -----
W W a L4 X 8 PSL POST _ 3068 SLI ER o _ _ 8-0 CEILING HEIGHT oo ? _
`,' i� 068 � � DOWN TO COLUMN �; Z oo z M M Co � o - - - - - - — � - - - ?' M
— - — — — — — — — — — — — — — — — — — — — — — — — — — — a,
M M N ch S D 5068 SLIDER s.o.
o o
x x— BELOW ELE S.D. N PROPOSED � " M
c") cs c'� p K � ELEC. ELEC.
o o M LU CM N tOtC.M. C.M. C.M. BEDROOM ED
j N c x cr
to rl ch W ch 1Q[DET. DET. 1°�_1" DET. 0 to
N �' N 5�_2�� N N 26 8 8'-0"CEILING HEIGHT Ny
I LLJ
o= 2068 .-ta cn
I ® "
�O 7_g — � o � � rn
U) _ PROPOSED o U) g I P POSED r-- -- -- -- 00
o - -� `r ------ -------�00 co cn
`P o PROPOSED -----
= N PROPOSED ----- - r--
j Zz e - KITCHEN �' DINING ROOM = BEDROOM i N - PROPOSED -11
p
CD, _ °° , x I BATH LO N W BEDROOM i 14-2 o W
' ►-0 0 N o io 9'-0"CEILING HEIGHT 9-0 CEILING HEIGHT �, p �, o
t o a� N N N 9'-0"CEILING HEIGHT I i 8'-O"CEILING HEIGHT i N
Q a
0o IW ip W O o
~ x �' p W I MECH / 5'-6"PLATE HT. 5'-6"PLATE HT.
iv
N I N �- o W 0 0 s.D.ELEc S.D.o o VENT
r•1
j x 7C�DE 0 C.M. . " � "
> DET. DET. o I $-0 5'-6" cn
N 0 I z
(,) U)
Wo
t7 o I I >
0 14'-2" o CD ( 2?'R'GID
HEADER 2-2"x 10"HEADER 2-2"x 8"HEADERt°o o FOAM W/1.5"RIGID FOAM W/1.5"RIGID FOAM
n n 2-13/4"x 11 /8"LVL HEADER 2-2"x 12"HEADER • - '
2 x H DER i 2668 �, 3 �, nm
o FOAM W/1.5"RIGID OAM W/1.5"RIGID FOAM I 244DH3049 WINDOW 2-244DH 049 WINDOWS 244DH3049 WINDOW I SEAL
% L - - - - —� - - - - - - - - - - - - - - EGRESS- - - - - - — — — — — — — — — — -EGRESS- - - - - - - - QED AR
2-244DH3036 WINDOWS 244DH2450 WIN 244FX4650 WIN 244DH2450 WIN 2-244DH3050 WINDOWS 5�� N K. T Cy/
EGRESS 3'-1" 3'-1" 4'-4" 4'-4" Fy
PROPOSED
x _'
IN COVERED PORCH
q M q 3'-1 0" 6'-2" 7'-10" 8'-8" 7'-10" 6'-2" 3'-1 0"
`o 12'-0" 9'-4ix 6._02" 11-102x 14'-0„ 6., co
c��
n x n n n n n n � _ r
3- X 12 PT HEADER 3-2 X 12 PT HEADER 3-2 X 12 PT HEADER 3-2 X 12 PT HEADER
44'-4"
------------- --------------- --------- -------------------- ------------------------® FOFNE�1
6"X 6"POST DOWN TO GIRDER a a 6"X 6"POST DOWN TO GIRDER
W/'DECO COLUMN ENCLOSURE o o W/DECO COLUMN ENCLOSURE
z z
x x
7'-0" PROPOSED SECOND FLOOR PLAN
CO
1/4"=f-0" CO Y
U
00 w
00 =
44'-4" SECOND FLOOR = 996.7 S.F. °° "
M
(O
54'-4"
PROPOSED FIRST FLOOR PLAN
Y
1/4"=1'-0"
O
FIRST FLOOR = 1,385.4 S.F. Z >-Q
� J z
w O —1 LLF
SMOKE&CARBON MONOXIDE DETECTORS: Q 0
NEW CONSTRUCTION O
PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314
ti
------------- PROVIDE CARBON MONOXIDE DETECTORS INSTALLED �o z LO
r m
TO BE REMOVED AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE
ALL DETECTORS TO BE HARDWIRED
&INTERCONNECTED
EXISTG STRUCTURE
EGRESS:
PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY
LEGEND ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE UNIFORM CODE
SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE (ji N
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH U z M
OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. z —j m O
INDICATES LOCATION OF SHEAR WALL HOLD-DOWN _I W --J o N
® BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 W U a
(TO BE INSTALLED AS PER N.Y.S.CODE)
W
ALL FASTENERS SHALL BE INSTALLED WITH STRICT -
ACCORDANCE W MANUFACTURER SPECIFICATIONS (n
ALL WINDOWS SHALL BE ANDERSEN 200 SERIES UTACTOR=.29 SHGC=.22 -
HOLDDOWN CONNECTION NOTE W
W r-
w z w II
-HOLDDOWNS SHOWN ON FOUNDATION Q =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 z (� Q
PLAN ARE CONNECTING FOUNDATION WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF 0 �' U
TO FIRST FLOOR W
SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2)
-HOLDDOWNS SHOWN ON FIRST FLOOR W w
PLAN ARE CONNECTING FIRST FLOOR THIS WINDOW MUST BE TEMPERED SAFETY GLASS W U 0
TO SECOND FLOOR 0 AS PER SECTION R308 OF NYS BC U ¢ H z N
1.PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 'J O z J = _
w O
ESCAPE.IN CONFORMANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE Q w W Q CV
¢ F- o 14
SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH DWG NO
OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F.
2.ALL WINDOWS MUST BE ANDERSEN-400 SERIES 4
3.ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS.
14
2-13/4"x 117/8" LVL RIDGE
NEW 2"x 10"RR 16"oc
o * 11 HOT ROOF" * 1/2"PLYWOOD SHEATHING
#15 FELT
R-30 INSULATION ASPHALT SHINGLES
— .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +- - - - - - - - - - - - - - - - - - -- - NEW 2"x10"RR16"oc NO VENTING
i I I I I I 1/2"PLYWOOD SHEATHING
2"x 10" I I I I 2"x 10" I #15 FELT NEW 2"x 10"CEILING JOISTS @ 16"OC
RR 16"oc RR 16"oc 1'-0' ASPHALT SHINGLES
�2 —2-2"x 4"TOP PLATE
NEW 2"x 10"CEILING JOISTS @ 16"OC 3f3 12"OVERHANG
Cn of cc R-30 INSULATION
w l I w w l I w w l w 3 CONTINUOUS SOFFIT VENT
' 2"X 10" cw9 u~ i~i ii F_co U_ , 2"X 10" ' I —
0co
C3 RR 16"oc I i; i o � I RR 16"oc
tD 11 0 o o I o o 1L,
o ,',� o` � o co ,',� NEW 2"x 4"STUDS 16"oc
- s x o j x �� 3/4"SUB FLOOR GLUED AND NAILED
f8 c2 J iv J J N C J w �'G iv J 1/2"CDX PLYWOOD SHEATHING
m I l I m o '� m l I m o "- m ( y! �� I m o '' R-15 INSULATION W -15 INSULATION W/ VAPOR BARRIER
N o l �� Jv I a N o f to N o f !F� ,Q�� I a N I 1/2 GYPSUM B RD. R-3 RIGID INSULATION BOARD
o �. � o = o 0 NEW 2"x 12"FLOOR JOISTS @ 16"OC
' , ' 1/2 YPSUM BOARD.
PROPOSED PROPOSED
SIDING AS SELECTED BY OWNER
-
*Jr I I I s _ ti _ I NEW 2 x 10 RR 16 oc
___ _ _ _ LOFT AREA � CLO BEDROOM " " "
r 2 2"X 12"HEADER 1 2 2"X 12"HEADER 2 2"X 12"HEADER 3"CONTINUOUS SOFFIT VENT OVERHANG 1/2"PLYWOOD SHEATHING
#15 FELT
* rr 11 * I I 2-2"x 4"TOP PLATE 12 ASPHALT SHINGLES
HOT ROOF I I I — 14 NEW 2"x 8"CEILING JOISTS @ 16"OC
R-30 INSULATION NEW 2"x 4"STUDS 16"oc bd i I NO VENTING I I I 1/2"CDX PLYWOOD SHEATHING HEADER AS PER PLAN
- _
2-13/4"x 117/8" LVL RIDGE 2-1 3/4"x 117/8' LVL RID VAPOR BARRIER HEADER AS PER
SIDING AS SELECTED BY OWNER I I '`,
R-3 RIGID INSULATION BOARD R-15 INS T[ON W/ PLAN W/JOIST HANGERS i R-15 INSULATION W/
2 GYP UM BOARD.1/ " I 1 1/2'GYPSUM BOARD.
I I I I I I
I-4-DOWN 0 COLUMN 4"x 4"POST W/
3/4"SUB FLOOR GLUED AND NAILED I I BELOW DECO COLUMN AS
PROPOSED 1 I PROPOSED SELECTED BY OWNER
II
I I I I NEW 2"x12"FLOOR JOISTS @16"oc LIVING ROOM DINING ROOM COVERED
2-2"X 12"HEADER 36"RAILING i PORCH
I I I ( I 2-2"X 12"HEADER 2-2"X 12"HEADER I W/2"BALUSTERS @ 4"O.C. 2"x 6"DECKING
t------�z---i F-----------------1 F----N2� 1
2"x6"DECKING I 1 2"X 8"FLOOR JOISTS @ 16"O.C.
���� 2"X 8"FLOOR JOISTS @ 16"O.C. ii " "of USQ4 �� 4 !� W (2)2 x 10 HEADER
w w u. caww u caww L w caL"
� �,�• * DU_ 9 I qm o U_ � (2)2"x 10"HEADER
o1Po � o �, w o 0 o -0 0- 0 W, „ ic)
o o ✓ o R-11 DRAPPED INSULATION
0 n oo � 00 n ooI RR 16 oc w w I w I I I APPLIED TO FOUNDATION WALL / / Z
RR 16 oc w 3-13 4"X 117 8"LVL GIRDER m
N c1\4 2"x 10" ca N o N 2"x 10" x O
X o 0 0 0 -" ,o N 4"x 4"POST ANCHORED ON `�
o f N I o o f 'o o f "' t o 4"x 4"POST ANCHORED ON
I I I N I I i 14"QJ x 36"FTG.BELOW GRADE R-11 DRAPPED INSULATION " "FIG.BELOW
AND 4"-6"ABOVE GRADE UN-FINISHED BASEMENT ENT APPLIED TO FOUNDATION WALL AND 4"-6"ABOVE GRADE GRADE
' RR 16"oc ' ' RR 16"oc ' I -T-6" HEIGHT TO UNDERSIDE OF JOISTS
2"X 10" I I I I 2"x 10" I NEW 8"CONC.FOUNDATION WALL 4"
n n NEW 4"STEEL COL. NEW 8"CONC.FOUNDATION WALL
I I I I I I I 4 THICK POURED CONCRETE SLAB WITH 6 x 6 x W/30"x 30"x 15" SEAL
— — — — NEW 4"CONC SLAB 1.4 x L4 WWM REINFORCING OVER 6 MIL VAPOR CONC.FOOTING
*- - - - - - - - -'- - - - - - - - - -- - - - - - - - - -- - - '- - - - - - - - - -'- - - - - - - - -* — J BARRIER OVER6"R.C.A.COMPACTEDBASE. UNDERPOSTABOVE NEW4"CONCSLAB �ED AR
NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING N.K.
o
� A"CP
o
r_
ROOF h 4 ROUGH ROOF A 4"G VENT THROUGH ROOF j lF 0 F
I I 1
I I I
NEW PLUMBING FIXTURES I 1
I I 1 I I
I 1 I I I
1 4"STACK I 1 I 1
01/1
I I I
PROPOSED SECOND FLOOR PLAN 2" 2" I I
'
I
r------7----------r----4 I I 00
1/4'-1'-0" i 1 1/2" 1 1/2" 1 1/2' I i i M w
W.C. LAV I I i 00 2
I I 1 0o U
SHOWER 2"
1 1 I 1
I I I ch
Table P3201.7 2ND FLOOR 1 I I CO
SIZE OF TRAPS FOR PLUMBING FIXTURES C.O.
PLUMBING FIXTURE TRAP SIZE Y
(MIN. IN.)
NEW FIXTURES NEW FIXTURES 1 0
BATHTUB (with or without 1 0
shower head and/or 1 1/2 4"STACK 4"STACK 4"STACK 1 0
whirl ool attachments I
2"0 ENT
Q Z
------
Bidet 1 1/4 ___-- 0 Y Ci W
2"0 VENT r 1--- -------� 2n 2„ W _3 W Z
r---------—I------ j 1 I j r------T --I ----T--------- --
Clothes with standpipe 2 1 1 W 0 _j LLi
1 i 1 1/2" i i 1 1 1/2" i 1 1/2" 1 1/2" i 1 1/2" LL Q 0
Dishwasher(on separate trap) 1 1/2 1 0 Z) C)
DW NEWKITCHEN IJTILffYSINK Lq2'
W.C. I W.C. LAV LAV W _ U)
Floor drain 2 i (D � ti
NEW WASHER SHOWER , O W N Q
Kitchen sink(one or two 2" 2" 1 2" 2' F.A.I. Z o0
traps, with or without 1ST FLOOR
dishwasher and food waste 1 1/2 2'
disposer) C.O.
Laundry tub 2 2 2"
one or more compartments)
1 1/2 C.O. C.O.
TO APPROVED SANITARY
1 1/4 SYSTEM.
Lavatory C.O.
-STower (base on the totai
N
flow rate through (D O
showerheads and bod s ra s) 4 C.I.House Trap In Z _j Z MO
y p y Pit W/Stl Cover J m
Flow rate: J W J O NN
W Z
5.7gpm. and less 1 1/2
more than 5.7gpm up to 12.3gpm 2
more than 12.3gpm up to 25.8gpm 3 / W Z 0
more than 25.8gpm up to 55.6gpm 4 Q 0
� � O
BASEMENT W W Q9
Z 0 a d-
Sec.P3103.1-Roof Extensions
WATER SUPPLY&DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: W Cn
Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated W W
snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, 1 FROM THE EXISTING WATEROSERMCE.BE TAKEN MATERIALS FOR DRAIN,WASTE R VENT SHALL Q w
observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than COMPLY WITH TABLE F COMBINATION
DRAIN,WASTE b � � � Z
TABLE P3111.3 SIZE OF COMBINATION WASTE& U W uj Z N
2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. w O Z J = _ '
7'-0"above the roof. -' w
COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER 0 Of J Q C) W Q N
Sec.P3103.2-Frost Closure DISTRIBUTION,FOR MATERIALS&TABLE P2904.6
Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or PIPE FITTINGS,FOR MATERIALS. o_ 0 m ¢ E- ❑
wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not
DWG NO
less than 1 foot inside the thermal envelope of the building.
RISER DIAGRAM 5
14
RIDGE HT. RIDGE HT.
A„ E1N ASPHAL
S
_ L SIDI G
CTED BY OWN ELI" R
CEILING HT. CEILING HT.
WINDOW T. W D_OWHT_._
— ---- --- ---
2D3 9 2ID3 9 2 DD34 344D3 9 2 2
4
1 24D3 9 24D349
0 0
aD 00 dp
m Fo —
12 - --- ----- -- --- - - - -- -
12
P _ 41
-=SHMGtES------- F.F.HT. -- -- N
CEILING HT_ CEILING HT. NEW SIE ING
SEL T D BY W 4ER
WINDOW HT. W YDOW HT._
N N 3 O H 3 5 0 I 30 1 D 30 M D 2� D 3 0 2 D 3 50 Nis
4 QH _
WIDW WIDW S G S' FSS ! A ! 1 _ _ IDO
0 0
on o)
0 00
zo a HAN Al 36"RAILING W 2"BALUSTERS @ 4"OC DR
NEW SID N
S ECTE OW E
F.F HT @ LEV.13' F.F HT ELEV.13'
GRADEELEV.11.0' GRADE @ LEV.11.0'
I I I I I I I I I I I I I I I I 1 I I I I I I I I I
I I I I I I I I 1 I I I I I I 1 I I I I 1 I I I I I
1 I I I I 1 I I I I I I I I I I I I t I I I I I I I
I 1 I I 1 I 1 I I I I I 1 I I I 1 I I I I I I I I I
I I I 1 I 1 1 I I I I I I I I I I I t I I I I I I I
I I I I I I 1 I I I I I I I I I I
I I 1 1 I
L _J LT_ L-- __J L-- J L-- L _J L
" " 1 ^ „ -i! v ''N NEW 8"CONC.FOUNDATION WALL
4 x 4 POST ANCHORED ON I 4 x 4 POST ANCHORED ON 4"x 4"POST ANCHORED ON I l ' 4"x 4"POST ANCHORED ON I 1 "
14"0 x 36"FTG.BELOW GRADE 1 14"0 x 36"FTG.BELOW GRADE ^ 14"0 x 36"FTG.BELOW GRADE 1 1` 14"0 x 36"FTG.BELOW GRADE 1 1 4 x 4 POST ANCHORED ON
NEW 8 CONC.FOUNDATION WALL 1 14"0 x 36"FTG,BELOW GRADE
AND 4"-6"ABOVE GRADE i AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE i AND 4"-6"ABOVE GRADE i AND 4"-6"ABOVE GRADE
t
I
-------------------------------------------------------- ' ------ -
----- — — -
----- ---- —
---------------------------------------------- --------------------------------------------J L---------------------
L------------------------------------------------------ ----J cn----- --------------------------
L----------- --------------------------------- -==- --- ---B. FOOTING
z
O
T T Ln
WATER @ ELEV.1.1' N N WATER @ ELEV.L1' w
------------ -------------
ELEV.O_0' -____-- --__—_-- -____-- ELEV.0.0'-
SEAL
PROPOSED FRONT ELEVATION
PROPOSED RIGHT SIDE ELEVATION E° ARc,y
1/4 1 0 �N.K. TF�,
1/4"=1'-0"
RIDGE HT.
-- ---------------- RIDGE HT. _
-------------- q J ^ o� c JO
HINGIF pF NEB
En
IINGL
N SI ING
CEILING HT._ / SEL D BY)IANER
----' CEILING HT.
DOW HT.
--- ----- WINDOW CO
r O
2 D3 9 24D3 9 2 D349 24D3 .9 N 12 COY
1 D W
0 W D 00 0 00
o aoLLM
U
co r
io °° co to
io
�t 12 12
N -- -- F.F.HT._ — 4 bHINUL 14 'v
CEILING HT.
NEWS DIG NEW SIE ING O
ELEC E BYO N R SEL D BY ER Q Z �
W DOW HT._
24 D 3 0 E E IEI BYO ER 24�1D 3 0 24 D 3 0 WINDOW T.____ W p W W
I W - (� —1 V
o _ u_ Q O
0) Q WOE 0U)
co �36"FAI ING BAL S @ 4"OC 36" LIN W 2"B L TER @ "OC 36"RAILING W/2"BALUSTERS @ 4"OC o Z Lo
� `�
Eh LOH N RAIL m
F.F HT ELEV.13' CELLAR STEPS / Fk
F 3' ___
_.FHT@ LEV.1
-- -- -- BILCO DOORS _
FREE EGRESS F EQ'D
GRADE @ ELEV.11.0'
GRADEELEV.11.0' Cy
I 1 I Ir------i1 I I 1 I I I I I I I I I I I 1 I 1 I I I I I I t 1 V V Z M
I I I 11 11 I I I I I I I I I I I I t 1 I ' 1 I I I I I I j j z J m N
I I 1 11 11 I I I I I 1 I I I I I I I I 1 I
J W J O N I I 1 I 11 I I I I I 1 I I I I 1 1 I I I I I I
I I I I I I z
1 I 1 W
���IIL�I 'i --J L-- -J L-- i L-- --J ' ^ L J L__1 1 I " " " " I " " NEW 8 CONC.FOUNDATION WALL " " i L__ -'N W 0
I 1 1 t 11 I I 4 x 4 POST ANCHORED ON 4 x 4 POST ANCHORED ON I 4 x 4 POST ANCHORED ON 4 x 4 POST ANCHORED ON I 4 x 4 POST ANCHORED ON
14"0 x 36"FTG.BELOW GRADE 14"0 x 36"FTG.BELOW GRADE 1 14"0 x 36"FTG.BELOW GRADE 14"(d x 36"FTG.BELOW GRADE I 14"0 x 36"FTG.BELOW GRADE 14"x 4"POST ANCHORED ON p
AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE ' ^ " " I 14 0 x 36 FTG.BELOW GRADE w (�
i AND 4� ABOVE GRADE AND 4-& ABOVE GRADE 1 AND 4"-6"ABOVE GRADE ^ �AND 4"$"ABOVE GRADE W W �"
NEW 8"CONC.FOUNDATION WALL I I NEW 8 CONC.FOUNDATION WALL 1 z W 1 1
' --------------- ------------
' - ---------------------------------- L-1 ------ --- --_-- - --- - - - - - -- -------------- - ----------------1 Z
Q
-------------------------------------------------------------- �
__ F-OTING NW 8"x FOOTING _ --NW "x-- CON-FO -ING----- -- ---- --- - - ----- NW
------------------ 8"x-6"CONC.FOOTING W W W
r-
wO = 2
------------- WATER @ ELEV_1.1'- - p w w v w I V
N WATER @ ELEV.L1' N 1-z J N '= N
ELEV_0.0'_ v m ¢ F— of
---- ------- ELEV.0.0
DWG NO
PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION
14
ICE SHIELD:
2 LAYERS OF UNDERLAYMENTS CEMENTED
TOGETHER OR SELF-ADHERING POLYMER I
MODIFIED BITUMEN SHEET. I ROOF SHINGLES
I
1"AIR SPACE
#15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV.
1"x 2"BLOCKING. 1/2"CDX PLYWOOD PLYWOOD SHEATHING. STRAP(TYP.)WITH(6)8dCOMMON NAILS IN EACH
END OF STRAP.
#15 FELT PAPER
•' i 1 1/4"x 20 GAUGE GALV.
STRAP(TYP.)WITH(6)8d
COMMON NAILS IN EACH
END OF STRAP.
24"MIN. I SIMPSON
H 2.5A CLIP
ALL FASTENERS SHALL BE INSTALLED WITH STRICT
ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG.
PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE
END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN
STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION
ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS
END OF STRAP.
ACCORDANCE W/MANUFACTURER SPECIFICATIONS
LSSU "SKEWABLE"CONNECTOR
DETAIL "A"
DETAIL "B" BY SIMPSON OR APPROVED EQUAL. DETAIL "C" DETAIL "D"
ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S.
R.905.1.2 R.802.3 R.802.3.1
R.802.3.1 R.802.3.1 R.802.5.1(9)
R.802.5.1(9)
L 14 MAX. L 0-0 5/8"TYPE"X"GYPSUM BOARD
2'4"MAX CAN'T
5/8"TYPE"X"GYPSUM BOARD 1'4' 3"
NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL)
STRAP DOWN WALL STUD WRAPPED INSULATION SHALL FILL FLOOR CAVITY
TO UNDERSIDE OF FLOOR JOISTS& SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. M
� O
BACK DOWN WALL STUD PARTITION. R-15 MINERAL FIBER INSULATION _
BETWEEN HEATED& NON-HEATED THOUGH BOLTS V-4"
SPACES. HEADER
wly
I 11 1/2"INSULATION STEEL PLATE
FIBER STRONG RIM BOARD BY
MANUFACTURER @ END OF JOISTS.
1 114"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT
1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS
STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH AS PER PLAN
COMMON NAILS IN EACH END OF STRAP.UP AND
END OF STRAP. OVER FL JOISTS&DOWN
WALL STUD
AS PER PLAN
DETAIL "Ell DETAIL 'IF " z&& DETAIL "G" DETAIL "H" Z
CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=V-0" FIRE SEPARATION GARAGE WALL HEADER W/STEEL PLATE DETAIL
@ N.T.S. 1/2"=1'-0" >
SEE TJI DETAILS ON SHEET#17 SEE TA DETAILS ON SHEET#17 1 HOUR RATED
UL Design No.U333
SEAL
SHEATHING NOTE
SIDING ALL STAIRS,HANDRAILS& \����N K.
RAILINGS SHALL COMPLY
FLASHING —� c� c�
CONTINUOS VENT
U W/RCNYS SEC.R-311 &R-312
-(
112" HARDWOOD OR STEEL HANDRAIL cP
1 1/4"AIR SPACE Z o ' 4
BACK-FLASHING U W/1 1/2"MIN.FINGER CLR.AND NOT q c O
1/2"MIN. BLANKET INSULATION 5o p TO PROJECT MORE THAN 4.5" �� 0 F
3/4"AIR SPACE — im 0 FROM THE WALL.
0
ROOF RAFTER w fir w
3/4"0 LAG BOLTS TOP = 00
BOTTOM @ 24"O.C.MAINTAIN
2"EDGE @ END DISTANCES.
9„ WOOD STRINGER,
M TREADS,&RISERS
00 C,
M W
PRE-MOLDED
li U
EXPANSION JOINT. 00 w
1 1/4"NOSING C U
II cM
DETAIL "V" "MINIMUM WIDTH OF STAIRS TO BE T-O" CD
ROOF VENTILATION N.T.S.
DETAIL "K"
STAIR AND RAILING DETAIL N.T.S. Y
O Y
O
w >-
Qz
12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER W _ z
Q 5 R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL 0 o _j Lj
W
2 x 10' FLOOR JOISTS u_ Q O
—11 TECO'S OW U) _
2"x6"R.R.@ 16"O.C.
on
2"x6"R.R.@ 16"O.C. HEADER AS PER O 3: � }
3-10d COMMON PLAN Lo Z pQp
1/2°LAG.BOLT SI SON
@ 24"O.C. ST PPING @ 16"
2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSON IDE
2-2"x10"HEADER — 6"x 6"P.T.SOLID WOOD POST
1/2°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY
COV. @ 24"O.C. SIMPSON STRONG TIE
PORCH TECO'S C7 V z M
Z ,J m O
ABU46 POST BASE 518" W U N
ANCHOR BOLT w Z
2"x6"DECKING DECORATIVE MOLDING --SIMPSON
w O
SEE DECK LATERAL ATTACHMENT 4"x 4"POST ANCHORED IN O
2'x6"DECKING „ STRAPPING ® 16"
DETAIL ON SHEET#12 2"x 6"FLOOR JTS 16"O.C. 8"x 36 fTG.BELOW GRADE -
@ AIID 4"-6"ABOVE GRADE Yz"0 LAG SIMPSON 1 W w Z w
t 6-8d COMMON BOLTS @ 16" EA. -
6.8d COMMON HGR. ® 1 fi a •• <I
1/2°LAG.BOLT Idol AB POST BASE BY SIMPSON w w
FILLER STRIP 3-10d COMMONW W W
@ 24"O.C. d
Q w
' TECO'S V O Z J = = N
DETAIL ����� o � w Q 0 W N
GRADE 5/8"ANCHOR BOLT , DETAIL N w
@ 4'O.C.(TWO STORY HOUSE) PORCH COLS TO HDR. PORCH DETAIL POST CONNECTION DETAIL NTS a 11 m a F— of .�
� FLJ TO DWELLING CONNECTOR POST W/CONC. CONNECTION PORCHII2AFTERIGIRDERCONNECTIONDETAIL N.T.S.
DWG NO
DETAIL "M" 7
PORCH CONNECTION DETAILS N.T.S.
14-1
THE 2020 NEW YORIK STATE ENERGY CONSERVATION CODE
INSTALL 1"RIGID INSULATION
CUT TO FIT BETWEEN THE RAFTERS.
FOAM SEAL BOTH SIDES ALONG , CONTINUOUS BEAD
ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF CONTINUOUS
U
MAINTAIN EQUAL VENT SPACE �' VENTED AIRSPACE
FOR LENGTH OF RIGID INSULATION ,�' _- CONTINUOUS BEAD
CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. --- OF SEALANT
SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION =
C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT- MINIMUM 90% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL
SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT
SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID - ____ ____ - AS AIR BARRIER WINDOW PERIMETER
INSULATION VERTICALLY TO �' \��CONTINUOUS BEAD
CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 (SKYLIGHTS) BURNING PILOT LIGHTS - OF SEALANT
TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO NNECT
TIBAFFLE
'
TO RIGID INSULATION BAFFLE ,'� CONTINUOUS BEAD
SEC. R403.1: HVAC CONTROLS - COMPLIES , , OF SEALANT
SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS
SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL
SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A ------ EXPANDING FOAM AT WINDOW UNIT AS
WINDOW PERIMETER AIR BARRIER
SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT
SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL
SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT
C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM - 11/2"RIGID INSULATION WINDOW PERIMETER
SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD
SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE OF SEALANT
SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS CONTINUOUS BEAD
AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE
SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD
SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT IEOF SEALANT
SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING It EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER
SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN CONTINUOUS BEAD
THROUGH
3 102ROOF REPLACEMENTS COMPLIES. REQUIRED gy EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL "A" OF SEALANT
SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. Ae!n& CONTINUOUS BEAD
SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE
1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD
SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT OF SEALANT OF SFJaLANT BEAD
SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT O
SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER
SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. -FULL WIDTH OF MUDSILL
TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION ,\, AIRBARRIONWALLAS
�, // // AIR BARRIER
\ �� ��
FOF
NUOUS BEAD CONCRETE SLAB AS
LANT j��j���' AIR BARRIER
COMPONENT AIR BARRIER CRITERIA COMPONENT AIR BARRIER CRITERIA VENTED AIRSPACE // a
INSULATION INSTALLATION CRITERIA INSULATION INSTALLATION CRITERIA �,
i
ATTIC INSULATION j
A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or
the building envelope. a searing material. narrow cavities shall be filled by insulation
Narrow cavities INSTALL 1"RIGID ROUGH CUT
General requirements ,
The exterior thermal envelope contains a that on installation readily conforms to the AROUND VENTILATION CHUTE , r--- - ---- ---- -
I
continuous air barrier. available cavity space.
-AIR SEAL PERIMETER WITH
Breaks or joints in the air barrier shall be ' I
EXPANDING FOAM SEALANT
sealed. , I
Air sealing shag be provided between the
AIR SEALING D ETA I L "B"e and conditioned spaces.
.
The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffitGarage separation g - -
shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT
gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed right fixtures installed in the building
N.T.S.
Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC
Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION
wall doors to unconditioned attic spaces
shall be sealed.
Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL
The junction of the foundation and sift plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls,
readily
ti ll t i t th on installation reay ti l insuaon a
shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or EXTERIOR INSULATED WALL
The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend
exteriorwalls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring.
Walls Knee walls shall be sealed.
Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING
walls shall be installed in substantial contact Showerftub on exterior wall adjacent to showers and tubs shaft separate shall be insulated. ts, DETAIL C "R-VALUE/THICKNESS PER CLIMATE
and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS)
1" RIGID INSULATION AS ATTIC EAVE N.T.S
The space between window/doorjambsand The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER z
framing,and skylights and framing shall be Electrical/hone box on exterior walls electrical or communication boxes or
Windows.skylights and doors P 0
sealed. air-sealed boxes shall be installed.
WAC register boots that penetrate building w
Rim
joists Rim joists shall include the air barrier. Rim joists shall be insulated. thermal envelope shall be sealed to the of
to HVAC register boots
subfloor or drywall. 2X LEDGER ON TOP OF
RIGID INSULATION
The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL
exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire
the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ����D AR
e
framing cavity insulation shall be permitted that is recommended b ATTIC INSULATION c° N.}( T� /J
Floors(including above garage and y the manufacturer.
to be in contact with the top side of Concealed sprinklers
cantilevered floors) P Caulking or other adhesive sealants shall not
sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler q
the underside of floor framing and extends
cover plates and wafts or ceilings. WOOD TRUSS FRAMING
from the bottom to the top of all perimeter
floor framing members. SHEATH INTERIOR OF
ATTIC ACCESS TO cP
+1"OF INSULATION LEVEL �` )
Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue j q� C o o �O
Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION F 0 F N E�
with overlapping joints taped. the crawlspace walls. space shall be sealed. ~. .
r
ACCESS PANEL
DWACCESS PANEL
TABLE R402.1.2 WITH PERIMETERCREWSG
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FINISHED CEILING TRIM ASREQUIRDED
GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc
CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL ;'-' � �" .�.. DETAIL "D" -$ DETAIL "E" 00
W
ZONE U FACTOR b U FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE °"- M W
h - v AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 00 U
4 0.32 0.55 0.40 49 20OR13+5 8/13 19 10113 10.2FT 10113 '"�..,, 4 -F. M RIGID INSULATION SHEATING
h - CV)
5 0.30 0.55 NR 49 20 OR 13+5 13117 30g 15/19 10.2 FT 15119 I I
20+5h I I
6 OPTION 1 0.30 0.55 NR 49 OR h 15120 309 15/19 10.4 FT 15/19 I I
13+10
6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15/19 10.4 FT 15119 { I I Y
O Y
NR=Not Required. t_ O
For SI:1 foot=304.8 mm. + W
^. --�--- PREFAB -� ATTIC INSULATION Q Z
. FIREPLACE UNIT SITE BUILTATTIC ENCLOSURE-MECHANICALLY SECURED C) UJ
z
A. R-VALUES ARE MINIMUMS.U FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN
THICKNESS OF THE INSULATION,THE INSTALLED R VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R VALUEIDEPTH PER CLIMATE" W 0 � La
B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.
C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT �
INSULATED EXTERIOR O U) z:
WALL."l5/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE STUD WALL
BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15119"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5
CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. W � m
D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. µ INSTALL INTERIOR Z
SHEATING PRIOR TO
AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. "' INTALLATION OF PREFAB MECHANICAL LATCH TO
E. RESERVED. FIREPLACE UNIT
ATTIC FLOOR FRAMING PRESSURE SEAL AT
F. RESERVED.
G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING
H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION
PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL
I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE O
INTERIOR OF THE MASS WALL.
N.T.S. COMPRESSIBLE WEATHERSTRIPPING (� U OZ (N
MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT 0 AT PERIMETER OF ENCLOSURE Z J m N
_I W _J 0 N
TABLE R402.1.4 a ATTIC INSULATION O DOWN MANUFACTURED PULL LLI Z
EQUIVALENT U_FACTORS► STAIR C ATTIC TRUSS '**` -WOOD FRAME FLOOR ASSEMBLY O O
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE
ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U U
-FACTOR WALL WALL W z '
b -FACTOR U-FACTOR
W � z N
4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - - `a 7) �!5 0.30 0.55 0.026 0.060 0.D82 0.033 0.050 0.055 - DETAIL HW W W
s 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0 Cr- F
A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. F�CPNADING SEALANT AT PEIMETER a. U i- N z CV
B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHEREMORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING w 0 Z J = = r
INTERIOR,THE MASS WALL UTACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE
ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6.
IL0. m Q F- oI 4
C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT
NOT EXCEED 0.360.
DVVG NO
DETAIL "F" DETAIL "G" 8
AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S
MANUFACTURED FIREPLACE ASSEMBLY 14
FIGURE R602.10.7
END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
J -1
CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED _
BRACED WALL LINE BRACED WALL LINE
ri
END CONDITION#5 END CONDITION#5 END CONDITION#2
1111E Ell[:]
iJ
m 5'-0" 3'-0" 17'-0" 8'-0" 51-4" 6'_0" 1 m
RETURN HOLD-DOWN
PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT
END OF BRACED WALL LINE END OF BRACED WALL LINE
1 1
------ --------------------
__ BWL A—_—_—_ y --;;---------- —_—__L END CONDITION 1 END CONDITION 2
------------I
I I
I I i CONTINUOUSLY SHEATHED _ qo7ounNUOUSLYSHI
ATHED0 BRACED WALL LINE ACED WALL LINE
lv�
I I
D I I
I I
I 1
I
1
t
� I
E1 , El
FRI1:1E Ll Ll
s I
a� L------------- RETURN
PANEL
48"MINIMUM BRACED WALL PANEL 10'MAX FIRST BRACED
If
AT END OF BRACED WALL LINE WALL PANEL
z
- END CONDITION 3 *SEE REQUIREMENTS END CONDITION 4
1
REQUIREMENTS
CONTINUOUSLY SHEATHED
1 BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH cn
WOOD STRUCTURAL PANELS 32"FOR BRACED WALL z
1 LINES SHEATHED WITH STRUCTURAL FIBERBOARD co
DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH
WOOD STRUCTURAL PANELS 32"FOR'BRACED WALL
LINES SHEATHED WITH STRUCTURAL FIBERBOARD
SEAL
HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE ��RE 0 I RCy
DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND �5 �� N.K• TF i�
TO THE FOUNDATION OR FLOOR FRAMING BELOW
HOLD-DOWN
00 DEVICE FIRST BRACED
-=
00
END CONDITION 5 -PANEL
l
FOR SI:1 INCH=25.4MM,1 FOOT=304.8 MM,1 POUND=4.48 N C F
--
® I
I _ ------ BWLB
w
-0
------ ------ ---- --------- ------
BWLB ---
3' " ACED WALL SEE X-O BRACED WALI,SEE 2'-0" RACED LL SEE 4 co"BRACED WALL S E 3'-0"BRACED WA EE c Y
DETAI SHEET#8,9, 0&11 DETAILS SHEET#8,910&11 DETAI SHEET# ,9,10&11 D AILS SHEET#8,9,1 &11 DETAI SHEET#8, 0&11 00 111
co x
3'-0" 3'- 2'-0" 9'-10" 4'-0" 8'-B" 3'-0"
1 3'-0" 7'-2" 8" 1 FIGURE R602.10.2.2 v
1 LOCATION OF BRACED WALL PANELS m
I I N FOR SI:1 FOOT=304.8 MM
J J
Im I m
Y
O Y
O
ow
END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#5 END CONDITION#2 10,MAX 20'MAX 10'MAX Q Z
�j � J W z
Z w O J a L BWL3 _-- --BWL2 _-- - BWL1 J J = Q O
J
J m >J (D 5 0 _
0 w N Q
A'_ T11
w LoZ r- m
Cl
® ® 1 1 1 co
i I O
1 i I
Z_ !,
N 1 1 I U z M
� W _I o N
J N
1 W w
FIRST FLOOR BRACING PLAN 1 � � o
BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) �4"s 1`0" '—`--` --'- '�---_m w It z w
z C9 Q) =
1ST FLOOR NOTE:CONTINUOUS SHEATHING 2°'MAX 2°'MAX w w(n c\-
METHODS REQUIRE ALL FRAMED W W
PORTIONS OF THE BRACED W H 0
WALL LINE TO BE SHEATHED. f- cC
BRACED WALL LENGTH = 11.5 W a N z N
ADJUSTMENT FACTOR = .00
❑ 0 Z J = = w 0')ow 0.. v Ill
I— <
O w
ADJUSTED BRACED WALL LENGTH = 11.5
MINIMUM BRACED WALL LENGTH = 24" DWG NO
AS PER TABLE R602.10.5 9
14
P
PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME
SEE PORTAL DETAIL SEE PORTAL DETAIL SEE PORTAL DETAIL
LOCATED ON SHEET#9 LOCATED ON SHEET#9 LOCATED ON SHEET#9
.�I NI MI �I lnI COI I�I ODI
ml ml ml mI m1 ml ml ml
1 1 1 1 1 1 1 1
I 6'-0" 7'-9" 9'-O" 7'-9" 6'-0" II 3'-11"
PR RIDE PFH METHOD PORTAL AME I PROVIDE PFH METHOD PORTAL FRAME I LOVIDE PFH METHOD PORT, FRAME
�1- - - � 9RTAL DETAIL- - - - - - - - - - - _ _ 1-SEEPORTAI._DETAII- - - -- - - - - - - - - - - JE-EORTALDEIAIL- — - - - -h
LO - - SHEET#9 , , LOCATED ON SHEET#9 , CATED -SHEET#9 -- , --- , ----------
•--- BWLA ----- ------ ------------ ------ --------------- ------ -- - --� I— BWLA
1 ------ --------------------- ------------- I I
II , I
I I
I
———————————
1
I _
I
I I I I I I I
I
I I I I I
---- ———————————---
- - - - - - - - - — — — - - - - - - - - - - - - -f — — — — — — — FIGURE R602.10.6.2
I I I I I METHOD PFH — PORTAL FRAME WITH HOLD—DOWNSco
Z
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 0 BRACED WALL PANELS
AID o
1 ® I I I SEAL
I
EXTENT OF HEADER WITH SINGLE PORTAL FRAME RE D A RCy
K'
(ONE BRACED WALL PANEL)
I I I I
2'-18'FINISHED WIDTH OF OPENING
ii I FOR SINGLE OR DOUBLE PORTAL
l l i o o _ _ o TENSION STRAP PER -- o _-_
o0 0_0_ 0
TABLE 602.10.6.4 4 F NEW
PONY WALL 1 I I (ON OPPOSITES DE
FASTEN KING STUD
of OF SHEATHING) TO HEADER
1 1
HEI HT 01 c
I I I WITH 6 16D SINKERS
BWL BI --- ----------- ---------------- B_WL B o-o o
_
MIN.3"x 11�"NET HEADER STEEL HEADER PROHIBITED
OVIDE PFH METHOD POR FRAME I PROVIDE PFH METHOD PORTAL FRAMEt OVIDE PFH METHOD POR FRAME OLSL o _ o o IF 2"SPACER IS USED,PLACE ON BACK-SIDE OF HEADER
i
KATED
PORTAL DETAIL ' ' SEE PORTAL DETAIL ' E PORTAL DETAIL ' ' I0 o__o__o_ 1 0 0 o _o
ON SHEET#9 l I LOCATED ON SHEET#9 I CATED ON SHEET#9 I I IOI 1 I °I I °�°
�01 I FASTEN SHEATHING TO HEADER WITH 8D 01 I ch Y
oIol I COMMON OR GALVANIZED BOX NAILS IN 3"GRID I IF NEEDED,PANEL 01 I I; U
3'-11 l 6-0' I 7-9 I 9-0 I 7-9 I 6-0 I 3=11" I p 0 01 i PATTERN AS SHOWN i SPLICE EDGES SHALL °11 i FASTEN TOP PLATE co
�l N M `rl `nl col ti ao 01 I I °I I TO HEADER WITH ,
OCCUR OVER AND BE
-', JI -''1 -''1 -'1 -i/ JI -', °I°j j°I°I I °� I WO ROWS OF
m) m I it m I m I mI m I m I Q 01 Ioioi HEADER TO JACK-STUD STRAP PER TABLE NAILED TO COMMON o 01 I
3 °I°I I°1°I R602.10.6.4 ON BOTH SIDES OF OPENING I I BLOCKING WITHIN THE Io1 I 161D SINKER NAILS
a C5 °I°I �0101 00 01 OPPOSITE SIDE OF SHEATHING j I MIDDLE 24"OF THE 101 100 AT 3"O.C.TYP.
of I I
C00
o s o101 loos I i PORTAL LEG-HEIGHT. 0101 I
1 loioi i i ONE ROW OF 3"O.C. of
PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME °i i i°i°� MIN.DOUBLE 2"x 4" FRAMING COVERED WITH MIN. i I NAILING IS REQUIRED °�______
SEE PORTAL DETAIL SEE PORTAL DETAIL SEE PORTAL DETAIL ��, 0101 _I-1 3/8"THICK WOOD STRUCTURAL PANEL SHEATHING WITH j IN EACH PANEL EDGE. 0101-_
LOCATED ON SHEET#9 LOCATED ON SHEET#9 LOCATED ON SHEET#9 I I III 8D COMMON OR GALVANIZED BOX NAILS AT 3"ALL FRAMING(STUDS,BLOCKING,RND SILLS)TYP. (KING AND JACK STUD) MIN.3/8"WOOD O.C.IN I I MIN.DOUBLE 2 X 4 POST I01 I O0
1 1 III 1 1 1 1 I o
t NUMBER OF JACK STUDS STRUCTURAL w O
M P MIN.LENGTH OF PANEL PER TABLE R602.10.5 PER TABLE R602.7(1)&(2) TYPICAL PORTAL (PANEL SHEATHING Q Z 3:
FRAME CONSTRUCTION 0 J 6 w
w O
MIN. 2 !"DIAMETER ANCHOR BOLTS INSTALLED 0 Q O
� Oz O p =
PER SECTION R403.1.6 WITH 2"x 2"x 16"PLATE WASHER w >m rn
Lo
0 0 1 0 0 ` o_ o of o w fVLo
Q
# MIN.REINFORCING OF FOUNDATION,ONE#4 BAR TOP o Z m
k SEE DETAIL HD-1 SHEET#10 1
AND BOTTOM OF FOOTING.LAP BARS 15"MIN.
O I � � MIN.1000 LB.HOLD-DOWN
DEVICE(IMBEDDED INTO
` - - - - - -- - - - - - - -- - - - -- - - -- - - - - CONCRETE AND NAILED -
O O O O O O 5: CO O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 o INTO FRAMING). o 0 0
MIN.FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED-
DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. 0 () z cM
z J m N
U a
MIN.(1)8"DIAMETER ANCHOR BOLT INSTALLED PER J W a O N
SECTION 403.1.E-WITH 2"x 2"x is"PLATE WASHER j z
SECOND FLOOR BRACED WALL PLAN FRONT ELEVATION SECTION � w
BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) 1/4"=1'-0" w ztn
V UI
2ND FLOOR w W W w w
I- 0 Q W ct
BRACED WALL LENGTH = 6.0 U 0 z N
ADJUSTMENT FACTOR = 1.00
O z J = 2 '
Q ovc LLJ IW-I N
n. U � p �'
ADJUSTED BRACED WALL LENGTH = 6.0 a- m Q
MINIMUM BRACED WALL LENGTH = 24" DWG NO
AS PER TABLE R602.10.5 1
14_
2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE
NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602.10.3(1)
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED
EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS
ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT
10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE
4-8d box(2112"x 0.113")or 4 8d box(21/2"x o.113); or 2 BRACED WALL LINES
1 Blocking between ceiling joists iDr rafters to top 3-8d common(21/2"x 0.131"):or Toe nail 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131") ;or Toe nail
late 3-1 Od box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS
P 3-10d box(3"x 0.128"):or METHODS
3 3"x 0.131"nails 3-3"x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP SFB,
(MPH) (FEET) METHOD LIB METHOD GB PBS, PCP, 'HPS, CS-WSP,CS-G,
BV-WSP, ABW, PFH, CS-PF
4-8d box(2112"x 0.113")or 8d box(21/2"x 0.113") 4"o.c.toe nail PFG CS-SFB c
2 Ceiling joists to top plate 3-8d common(21/2"x 0.131"):or Perjoist,Toe nail
3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 4.0 4.0 2.5 2.0
top plate(roof applications also 10d box(3"x 0.12F' or 20 4.0 4.0 2.5 3.5
3.3"x 0.131"nails ) )� 6"o.c.toe nail
3 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or Face nail 3"x 0.131"nails
over partitions[see Sections R802.3.1,R802.3.2 3-16d common(31/2"x 0.162"0;or 3-8d box (2112"x 0.113");or 30 10.5 10.5 6.0 5.0
and Table R802.5.1 9 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131")•or face nail 40 13.5 13.5 8.0 6.5
( )1 43"x 0.131"nails 3-1 Od box(3"x 0.128");or 50 16.5 16.5 9.5 8.0
Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5
4 Table R802.5.1(9) Face nail
(heel joint)[see Sections R802.3.1 and R802.3.2
and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135");or Blind and face nail <120 10 7.5 7.5 4.5 3.5
2-16d common(31/2"x 0.162") 20 14.0 14.0 8.0 7.0
5 Collar tie to rafter,face nail or 1 14'x 20 ga. 4-1 Od box(3"x 0.128");or
ridge strap to rafter 3-10d common(3"x 0.148");or Face nail each rafter 30 20.0 20.0 11.5 9.5
9 P 40 25.5 25.5 15.0 12.5
4-1O comm nails 25 2"planks(plank&beam-floor roof) 316d box(31/2"x 0.135");or At each bearing,face nail
2-16d common(31/2"x 0.162") 50 31.5 31.5 18.0 15.5
3-16d box nails (31/2"x 0.1135");or 60 37.5 37.5 21.5 18.5
6 Rafter or roof truss to plate 2 toe nails on one side and 1 toe nail
3-10d common nails (3"x 0.148'1;or 3-16d common (3112"x 0.162")
4-1 Od box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 10 NP 11.0 6.5 5.5
4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0
4-16d "x 0.135"31/2 ;or 4-3 crown"x 14 ga.staples,7/16"
( ) 30 NP 29.0 17.0 14.5
3-1 Od common(31/2"x 0.1148"); or Toe nail
Nail each layer as fellows:32"o.c. 40 NP 38.0 22.0 18.5
4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. a 50 NP 47.0 27.0 23.0
7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom roof rafter to minimum 2"ridge beam 3.16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 60 NP 55.5 32.0 27.0
2-16d common(31/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5
3-3"x 0.131"nails
3- box(3"x 0.1281; or 2-20d common(4"x 0.192");or Face nail at ends and at each
20 8.5 8.5 5.0 4.0
3-10d box(3"x 0.128");or splice
WALL 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0
4.16d box (31/2"x 0.135");or 40 15.5 15.5 9.0 7.5
8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 1 9.5 2N D FL
10d box(3"x 0. 28');or 16"o.c.face nail
4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0
3"x 0.131"nails il
43"x 0.131"nails
9 Stud to stud and abutting stud at intersecting
"16d box(31/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5
3"x 0.131"nails 29 Bridging to joist 2-10d(3 x 0.128") Each end,toe nail
wall comers(at braced wall panels) 16"o.c.face nail 5130 20 16.0 16.0 9.5 8.0
16d common(31/2"x 0.162") 30 23.0 23.0 13.5 11.5
16"o.c.each edge face nail NUMBER AND TYPE
10 Built-up header(2"to 2"header with 112"spacer) 16d common(31/2"x 0.162") 9 ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0
16d box(31/2"x 0.135") 12"o.c.each edge face nail Intermediate 50 37.0 37.0 21.5 1 18.0 1ST FL
Edges su po 10 NP 13.0
rtsc'e 60 44.0 44.0 25.0 21.5
5-8d box(21/2"x 0.113");or (inches) Fnches)
11 Continuous header to stud 4-8d common(2117 x 0.131"); or toe nail (inches)
6.5
4-1 Od box(3"x 0.1281 Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 NP 24.0 13.5 11.5
12 Top plate to top plate 16d common(31/2"x 0.1621 16"o.c.face nail [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 1Od box(3"x 0.128");or 12"o.c.face nail 40 NP 44.5 25.5 22.0
3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall)' 50 NP 55.0 31.5 26.5
Double to late splice for SDCs A-D2 with 8A6d common(31/2"x 0.167');or 30 60 NP 65.0 37.5 31.5
p p P '� 8d common(21/2"X 0.131")nail(roof); 6 12 f
seismic braced wall line spacing<25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint s
12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 g'x 0.113")nail(roof) 10 5.5 5.5 3.0 2.5
13 12-3"x 0.131"nails side of end joint)
Double top plate splice SOCs DO,D1,or D2; 8d common nail(21/2"X 0.113"); 20 10.0 10.0 5.5 5.0 N
z
and braced wall line spacing>25' 12-16d(3/12 x 0135") 31 "_r or RSRS-01;(2 8"x 0.113")nail(roof]I 6 12 t O
30 14.0 14.0 8.0 7.0 D
( ) 16"o.c.face nail 40 18.0 18.0 10.5 9.0
14 Blocking between ceiling joists or rafters 16d common 31/2"x 0.162' `'' S0 22.5 22.5 13.0 11.0 �
Lu
to top plate 16d box(31/2"x 0.135");or 60 26.5 26.5 15.0 13.0
3"x 0.131"nails 12"o.c.face nail 32 1 1 10d common(3"X 0.148")nail
- a" SEAL
15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135'1 ;or 3 each 16"o.c.face nail or 8d(2 'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0
blocking(at brace wall panel) 2-16d common(311T x 0.1621;or 2 each 16"o.c.face nail <140 20 18.5 18.5 11.0 9.0 RED AR
4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 `'J��N'K. T
4-8d box(2112"x 0.113");or Otherwall sheathing g 40 35.0 35.0 20.0 17.0 <v 1
3-16d box(31/2"x 0.135");or41
4-8d common(21/2"x 0.131");or Toe nail 50 43.0 43.0 24.5 21.0 1
4-1Od box(3"x 0.128");or 33 "structural cellulosic 11"galvanized roofing nail,
60 51.0 51.0 29.0 25.0 �
16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 2 g g 3 6 10 N P 15.0 8.5 7.5 `J' '
t6 head diameter,or 1 "long 16ga.staple 20 N P 27.5 16.0 13.5 9l F y
3-16d box(31/2"x 0.135");2 with A"or 1"crown 0 F N Ew
2-16d common(3112"x 0.162'1;or End nail 16 30 N P 39.5 23.0 19.5
3-10d box(3"x 0.128");or 2-5"structural cellulosic 40 NP 51.5 29.5 25.0
3-3"x 0.131"nails � 321�"galvanized roofing nail,
�;
3-1 Od box(3"x 0.128");or fiberboard sheathing 16"head diameter,or 1� long 16ga.staple 3 6 50 NP 63.5 36.5 31.0
17 Top plates,laps at comer s and 2-116d common(31/2"x 0.162");or Face nail �
intersections 3�"x 0.131"nails with 4"or 1"crown 60 NP 75.5 43.0 36.5
18 1"brace to each stud and late 3-8d box(21/2"x 0.113'�;or
35 z'gypsum sheathing d 12"galvanized roofing nail;staple galvanized,
P 2-8d common(21/2"x 0.1311; or Face nail 1 i"long,14 screws,Type W or S 7 7 TABLE R602.10.3(2)
2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING 2 staples 1 3/4" ADJUSTMENT FACTOR = 1.00
CC) Q
36 e"gypsum sheathing d 14"galvanized roofing nail;staple galvanized,
19 1"x 6"sheathingto each bearing 3-8d box(21/2"x 0.113");or M Y
ADJUSTMENT FACTOR a'b w
g 2-10 common( O.12"x 0.131"); or Face nail 11'long,l 8"screws,Type W or S 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS
TABLE R602.10.31 BY THIS FACTOR 0O
2-10d box(3"x 0.128");or
2 staples,l"crown,l6 ga.,1 3l4"long ( )
3-8d box(2112"x 0.113");or Wood structural panels,combination subfloor undedayment to framing
3-8d common(2112"x 0.131"); or ONE-STORYB J-00 CID
C 1.20
20 1'x 8'and wider sheathing to each bearing 3-10d box(3"x 0.128");or Face nail 3"and less 6d deformed(2"X 0.120")nail; STRUCTURE
3 staples,l"crown,l6 ga.,1 3/4"long 37 a D 1.50
Wider than 1"x 8"
or 8d common(2 J"x 0.131")nail 6 12 TWO-STORY
B 1.00
,"d box(21/2"x 0.113); or 1 EXPOSURE CATEGORY C 1.30
3-8d common(21/2"x 0.1311 ;or Z"_1 8d common(2 2'x 0.131")nail STRUCTURE
3-1 Od box(3"x 0.128");or 38 a or 8d common(2 1"x 0.120")nail 6 12 D 160 O
4 staples,l"crown,l6 ga.,1 3/4"long THREE-STORY CB 1.00
1.40 IIIO
39 1 J"-1 a' 10d common(2 J"X 0.148")nail; STRUCTURE D 170 Q Z
or 8d deforomed(2 1'x 0.120")nail 6 12 0 J z
S5 FEET 0.70 fy-
10 FEET W O
ROOF ONLY 15 FEET 100 W a 0
20 FEET 1.60 OW U U)
S5 FEET 0.85 ALL METHODS (5w >-
2 ROOF EAVE-TO-RIDGE 10 FEET 1.00 � Z m
ROOF+1 FLOOR HEIGHT 15 FEET 1.15
20 FEET L30
2020 RESIDENTIAL CODE OF NEW YORK STATE
2020 RESIDENTIAL CODE OF NEW YORK STATE <<-5 FEET 0.90
TABLE R602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 1.00
BRACING METHODS 15 FEET 1.10
REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 20 FEET NOT PERMITTED
Continuous Sheathing Method N
MINIMUM NAIL MINIMUM
MINIMUM ULTIMATE DESIGN 8 FEET 6.90 0 0 Z cM
WOOD CONNECTION CRITERIA 9 FEET 0.95 Z J DO O
NOMINAL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT
STRUCTURAL MAXIMUM WALL METHOD 3 ANY STORY 10 FEET 100 J W J O N
PANEL (mph) , MATERIAL MINIMUM THICKNESS FIGURE
SIZE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure sate o Fasteners $Spacing ADJUSTMENT 11 FEET 1.05 -J N
(INCHES) RATING (INCHES) (INCHES) EDGES FIELD 9 ry P 9 W Z 0.
(INCHES O.C.) (INCHES O.C.) B C D
6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 Exterior sheathing12 FEET 1.10 Q W(2.0"x 0.113") CS-WSP _ Table R602.3(3) �r 6"edges 12"field W
NUMBER OF BRACED 3 1.30
" 4 WALL LINES(PER PLAN ANY STORY -'
Continuous) sheathed 1/211 r c 4 1.45 W
16 6 12 170 140 135 ``
8d COMMON 1 75 24/16 7/16" y 4= Interior sheathin DIRECTION) z 5 1.60 Z Z W I I
(2.5 x 0.131 ) wood structural panel g per Varies by fastener
Table R602.3(1)or R602.3(2) FASTENED TO THE END p
24 6 12 140 115 110 *-* 4� 4+ STUDS OF EACH BRACED DWB,WSP,SFB
5 ADDITIONAL 800-POUND TOP STORY ONLY W W W
HOLD-DOWN DEVICE WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, � p
FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 rr/s. FOUNDATION OR FRAMING BELOW t- Q w
A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood shea'hing with studs spaced more than 16 inches on center shall be applied with w 0- F N � Z N
panel strength axis perpendicular to supports. -� O z .J = 2 w 0)
B.Table is based on wind pressure actin toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in OMITTED FROM INSIDE FACE DWB,WSP,SFB O W "� Q v W F- N
P g y g g q 6 INTERIOR GYPSUM BOARD ANY STORY 1.40 PBS
OF BRACED WALL PANELS PCP HPS CS- m J a 4
accordance with Section R602.10. FINISH(OR EQUIVALENT) , , , a c� < F- o
C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. WSP,CS-G,CS-SFB
or 24 ox shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not DWG NO
more than 16 inches on center. 4 INCHES O.C.AT PANEL EDGES,
INCLUDING TOP AND BOTTOM 1
7 GYPSUM BOARD ANY STORY 0.70 GB
PLATES,AND ALL HORIZONTAL
FASTENING
JOINTS BLOCKED
141
8d @ 6"oc toed in L
along braced wall r
Roof SheathingAttachment Requirements for Wind Loads
q RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B
Exposure B Dead Load Assumptions Roof Asse nbly DL-10 psf
TCP PLATE 6„ Three Second Gust wind Sf� (mph) gp 100 110 130 90 100 110 is
90 100 110 120 130 THREE SECOND GUST WIND
STRUCTURAL SHEATHING
8d COMMON NAILS Roar SPM Number of Bd Common Nails or 10d Box Nails
@ 6"O.C.ON EDGES I I I I I I E F E F E F E F E F ROOF PITCH (rt) In each end of 1 r x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,23,4
ll II II II
ONLY
' Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224
j--j I in Sheathing Location:' inches, o.c. or 10d Box Nails (inches,"c 16 2 2 2 4 126 178 235 298
1/2" MIN. STRUCTURAL TOP PLATE I_� (' ) ( )
= 8d COMMON NAILS � 4 157 222 294 373
12 6 12 6 12 6 12 6 12 6 12
@ C O.C. 20 2 2 3
WOOD PANEL
3:12 24 2 3 3 5 189 267 353 447
6„ 28 2 3 4 6 220 311 412 522
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FIELD ONLY o Interior Zone 16 6 12 6 12 6 12 6 12 6 12 32 3 3 4 7 252 356 471 597
19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 283 400 529 671
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 12 1 1 2 2 79 111 145 183
FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244
16 d COMMON NAILS @ IT O.C. 5 PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 6 6 6 6 6 12 20 2 2 2 4 132 184 242 305
W/ �8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN
LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366
IN ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12' 6 12` 6 12' 28 2 3 3 5 185 258 338 427
OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488
SILL PLATE . LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12" 6 6 6 s 36 2 3 4 6 238 332 435 549
• � � MIN..USE SIMPSON SET EPDXY-TIE
ANCHOR BOLTS 'a s HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 � 62 1 152
• TO SECURE ANCHOR,DRILL If 3/4" 1s.2 6 t2' 6 12' 6 6 6 6 s' s' 16 1 1 2 (Z) 83 115 152 qQ2
3-16d@16"oc DIAM.HOLE FOR EPDXY.FOLLOW 24 6 12' 6 6 6� 6' 6s 6' s' s' 5:12 24 2 2 2 3 124 173 228 287
along braced wall 28 2 2 3 4 144 202 265 335
MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6s 6a 6s 6' 6� 6' 4 4 4� 4� 32 2 2 3 4 165 231 303 383
36 2 3 3 5 186 260 341 431
TO PERPENDICULAR RAFTER. able Endwall Rake or Rake Truss w/o Rake Overhang s s s s s s s s s' s' 12 1 1 1 2 57 79 ,03 ,30 va
16 1 1 2 2 76 106 138 173
BOARD SHEATHING 20 1 2 2 3 95 132 172 216
END SHEARWALL SLAB ON GRADE 6:12 24 1 2 2 3 115 158 207 260
Rafter/Truss Spacing Minimum Number of 8d Common Nails
Sheathing Size (inches, o.c) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303
32 2 2 3 4 153 211 276 346
1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389
1z10 or Larger Sheathing 12-19.2 3 3 3 3 3
12 1 1 1 2 57 75 97 122
L L 16 1 1 2 2 75 100 130 162
20 1 2 2 3 94 125 162 203
7:12-12:12 24 1 2 2 3 113 150 194 243
E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324
8d�6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365
.a Ong braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not
located within 8 feet of buildin
GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads corners.
assume a buiding located in Exposure B.
CLG JTS REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead
2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf).
8d 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL
TOP PLATE @ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): -
6" along braced wall SPACINGS SHALL 8E REDUCED TO 6 INCHES O.C. 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge
strap spacings, multiply the tabulated values by the appropriate multiplier below.
1/2"MIN.STRUCTURAL 9 fl CLG JTS V. FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS
FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48
WOOD PANEL 8d COMMON NAILS PLATFORM BELOW- 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00
TOP PLATE 5. When the tabulated number of nails required in each end of the strop is equal to 1 and the framing
@ 6"O.C.ON EDGES 6„ 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS is attached in accordance with Table 3.1, the ride strap and additional nailing is not required.
g
ONLY FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 9 P 9 q
SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of
5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number
= 8d COMMON NAILS o of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box
3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS nails in a steel strap.
along braced wall FIELD ONLY @ 12"O.C.ON 7. )I" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent.
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ % "DIAM.ATR(ALL THREADED 8d COMMON NAILS
FOR C OF EA.PLATE TO PLATFORM BELOW-
d COMMON NAILS @ IT O.C. ROD)ANCHOR,EMBEDMENT LENGTH @ 6"O.C.ON EDGES UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B
OF ANCHOR IN CONCRETE IS 10" (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) z
FLOOR JOIST alo g 16d@e 16wa I ONLY Dead Load Assumptions Roof/Ceding Assembly DL-15 psf CORNER HOLD - DOWN DETAILS o
MIN..USE SIMPSON SET EPDXY-TIE cn
AT STUB TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. W
HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in
• • ' along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GuST WIND
ILL PLATE 3
t00 tto 120 t3o
TO SECURE ANCHOR, DRILL /4" SPEED (mph)
ANCHOR BOLTS DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP
MANUFACTURER'S INSTRUCTIONS. L L FRAMIC SPAM sa VM Number of Bd Common Nails or 10d Box Nals 'SIMPSON'HDQ8 OR 2-16d COMMON SEAL
PLATFORM BELOW- 1 16 d COMMON NAILS @ IT O.C. 00 00 in each end of 1447 x 20 gage strap 1,2,3,4
POURED CONCRETE/ "SIMPSON"PH NAILS @ 6"O.C. ARE O A RC
MASONRY TOP PLATE 12 1 2 2 2 o FOR FULL LENGTH
FOUNDATION - 6' 20 2 2 2 3 0 °° OF STUD
r- 8d COMMON NAILS 12 24 2 2 3 3
@ 12"O.C.ON 28 2 2 3 4
o
E ID H EARWALL 0 N FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 °
WOOD PANEL 12 2 2 2 3 �
N S
= 8d COMMON NAILS 16 2 2 3 I q
WALLA 6"O.C.ON EDGES 20 2 2 3 4 l
l �F
ONLY 16 24 2 3 3 4 i I 0 F N Ew
3-16d@l6"oc 28 2 3 4 5
along braced wall 32 2 3 4 5
36 3 4 4 6
12 2 2 3 3 °
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 °
�- FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ °
19.2 24 2 3 4 5 ENDWAL
u t TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5
SILL PLATE . . 32 3 4 5 6 _� p
• - -• r-• PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 'SIMPSON'HDQ8 OR COY
8d 6"oc toed in ANCHOR BOLTS ' • 12 2 3 3 4 "SIMPSON"PH a f; U
along-braced wall 16 2 3 4 5 o w
CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 C)
MASONRY 28 3 4 5 7
TOP PLATE FOUNDATION 32 3 5 6 7 NOTE:
6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD
o DOWNS,&ADHESIVES TO BE
r 2 STORY BRACED WALL PANEL 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S
2. Tabulated uplift connection requirements assume a building SPECIFICATIONS Y
located in Exposure B.
3. Tabulated uplift connection requirements assume a roof and 0
= ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If o p
eiling assembly is not present or if the ceiling assembly is not ll DETAIL Q W }
Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. Q z W
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ IT D.C. for Wind Loads - Exposure B shall be increased by 1 nail at each end of the strap. O Y p Z
(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): . Minimum ASTM A653 Grade 33 steel strap. W 0
W
LL
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind 90 100 110 120 13 Q O
8d @ 6"oc toed in FOR C LOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PL(tTE TO Speed(mph) O U)
along braced wall - PLATFORM BELOW- 1 11d COMMON NAILS @ 16"O.C. STRUCTURAL SHEATHING W W r
FLOOR JOIST LO
Z ro
5/8 E F E F E F E F E F
SIMPSON HOLDDOWN W/ "DIAM. "SIMPSON"HD08 OR 2-16d COMMON
ATR(ALL THREADED ROD) Sheathing Location Stud Spacing Maximum Nail Spacing for Bd Common Nails 6" (inches, o.c.) or 10d Box Nails (inches, o.c.) „SIMPSON„PHD6 NAILS @ 6„O.C.
o SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH
9 12 6 12 6 12 6 12 6 12 6 12
8d COMMON NAILS OF STUD
@ 6"O.C.ON EDGES Interior Zone 16 6 12 6 12 6 12 6 12 6 12 °
o
1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 le °° N
WOOD PANEL = 8d COMMON NAILS 2 z m C;j �p
1 6 12 6 12 6 12 6 12 6 12
@ 12"O.C.ON _1 W _j O N
FIELD ONLY 4 EDGE ZONE 'I -� U a
16 6 12 6 12 6 12 6 12 6 12 a• Il • W Z
3-16d@16"oc SIMPSON HOLDDOWN W/ 5� "DIAM. 24 6 12 6 12 6 12 6 12' 6 12' I l• • ' - ° 0 Q 0 _
along braced wall o• . _
ATR(ALL THREADED ROD)
ANCHOR, EMBEDMENT LENGTH OF e
O
BOARD SHEATHING or LAP SIDING • • ° W Z �+
ANCHOR IN CONCRETE IS 10"MIN.. ° _
FLOOR JOIST Rafter/Truss Spacing z �_
USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size Minimum Number of 8d Common Nails or 10d
9 (inches,o.c.) ° W ~ (n vi �-
-� STRENGTH EPDXY ADHESIVE TO Box Nails per Support UJ W
• ;� NOTE: 7/8" OHREADED ROD EMBEDDED 12 1/2"
W W
SILL PLATE SECURE ANCHOR, DRILL 3/4"DIAM. 1x6 or 1x8 Sheathing 12-2a 2 2 2 2 2 ALL STRAPPING,ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH 0 W 0
HOLE FOR EPDXY. FOLLOW 1x10orLargerSheathing 12-24 3 3 3 3 3 H Q w
ANCHOR BOLTS HOEDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS w 11 N Z N
MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0 F-40 F USE SIMPSON AT.(HIGH STRENGTH , 0 z J = = LU Cl)
F-Nail spacing at intermediate supports in the panel field in. MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 0 W W Q v W �I N
POURED CONCRETE/ p g pp° p ( ) X _j Q
1. For wall sheathing within 4 ft.of the comers,the 4 ft.permeter edge zone attachment o_ U m Q o 4
MASONRY requirements shall be used.
FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO
with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL
to 6 inches o.c. 1
3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails.
2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S.
14
TABLE R507.5 TABLE R507.4
DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT
DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT
SPECIES SIZE (FEET) 4 X 4 8 FEET
6 8 10 12 14 16 18
2-2X6 6- 11 5-11 5-4 4- 10 4-6 4-3 4-0 4X6 8FEET
2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0
2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 6X6 14 FEET
2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0
3-2X6 8-2 7-5 6-8 6- 1 5-8 5-3 5-0
SOUTHERN PINE
3-2X8 10- 10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.9.3 (2)
3-2 X 10 13-0 11 -3 10-0 9-2 8-6 7- 11 7-6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8- 10
3X6 OR 2-2X6 5-5 4-8 4-2 3- 10 3-6 3- 1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS
3X8OR2-2X8 6- 10 5-11 5-4 4- 10 4-6 4- 1 3-8
TOP EDGE BOTTOM EDGE ENDS ROW SPACING
3X10OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5- 1 4-8
3X12 OR 2-2X12 9-8 8-5 7-6 6- 10 6-4 5- 11 5-7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 5/8 INCHES
DOUGLAS FIR-LARCH, 4 X 6 6-5 5-6 4- 11 4-6 4-2 3- 11 3-8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES
HEM-FIR, 4X8 8-5 7-3 6-6 5- 11 5-6 5-2 4- 10
SPRUCE-PINE-FIR,
REDWOOD, 4X10 9- 11 8-7 7-8 7-0 6-6 6- 1 5-8
WESTERN CEDARS, 4X12 11 -5 9- 11 8- 10 8- 1 7-6 7-0 6-7
PONDEROSA PINE, TABLE R301.2.1.2
RED PINE 3-2 X 6 7-4 6-8 6-0 5-6 5- 1 4-9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
3-2X8 9-8 8-6 7-7 6- 11 6-5 6-0 5-8 FOR WOOD STRUCTURALPANELSe,e,ld
3-2X10 12-0 10-5 9-4 8-6 7- 10 7-4 6- 11
3-2 X 12 13- 11 12- 1 10-9 9- 10 9- 1 8-6 8- 1 FASTENER SPACING (INCHES)a"
FASTENER 4 FEET < 6 FEET <
TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN
DECK LEDGER CONNECTION TO BAND JOIST < 4 FEET < 6 FEET < 8FEET
(DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED
ANCHOR WITH 2-INCH 16 10 8
JOIST SPAN EMBEDMENT LENGTH
No. 10 WOOD SCREW BASED
CONNECTION DETAILS 6'AND LESS 6'-l"TO 8' 8'-1"TO 10' 10'-1"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16-1"TO 18' ANCHOR WITH 2—INCH 16 12 9
ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH Z
Y -INCH LAG SCEW BASED o
ANCHOR WITH 2-INCH 16 16 16 >
Uj
1/2 INCH DIAMETER LAG SCREW W/1/2 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH
MAXIMUM SHEATING
SEAL
a.This table is based on 180 mph wind speeds and a 33 fool mean roof height. �� D A RCti
b.Fasteners shall be installed at opposite ends of the wood structural panel. c� N.K, T
1/2 INCH DIAMETER BOLT W/1/2 INCH c.Nails shall be I Od common or 12d box nails.
Fyn r
36 36 34 29 24 21 19 d.Where screws are attached to mason or mason lstucco,the shall be
MAXIMUM SHEATING ry ry y
attached utilizing vibration-resistant anchors having a minimum ultimate g 1{1 o
withdrawal capacity of 490 pounds.
CHAPTER 3 BUILDING PLANNING
1/2 INCH DIAMETER BOLT W/1 INCH 36 36 29 24 21 18 16 9 rF c o a yo
SECTION R301 DESIGN CRITERIA r �.
MAXIMUM SHEATING WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/,6-AND A MAXIMUM SPAN 0 F N F
OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.
PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL
BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE
WITH THE PROVISIONS OF THE 2015 I.R.C.
TABLE R507.6
00 o
DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION CO
0o w
00 =
LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF "
SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN
12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT
LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK.
2 X 6 9- 11 9-0 7-7 6-8 6-8 6-8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500
2 X 8 13- 1 11 -10 9-8 10- 1 10- 1 9-8 POUNDS (6672 N).WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH
SOUTHERN PINE FIGURE R507.9.2(2), THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN
2 X 10 16-2 14-0 11 -5 14-6 14-0 11 -5 FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN w o
2 X 12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS THAN 750 POUNDS (3336 N). Q z
2X6 9-6 8-8 7-2 6-3 6-3 6-3 W o _j_j w
DOUGLAS FIR-LARCH, Q 0
HEM-FIR, 2X8 12-6 11 - 1 9- 1 9-5 9-5 9- 1 0 0 0
SHEATING W U)
SPRUCE-PINE-FIR, 2 X 10 15-8 13-7 11 - 1 13-7 13-7 11 - 1 SIDING 0 Z N m
2 X 12 18-0 15-9 12-10 18-0 15-9 12- 10 FLOOR SHEATING NAILING AT FLASING FOR WATER TIGHTNESS
6"MAXIMUM
CENTER
2 X 6 8- 10 8-0 7-0 5-7 5-7 5-7 JOIST WITH HOILD DOWN TO HOLD DOWN OR DECKING
REDWOOD, OR SIMILAR DEVICE N ACCORDANCE WITH TAB2X LEDGER WITH LE R507.2
STAGGER FASTENERS IN 2 ROWS FLOOR JOIST APPROVED JOIST HANGERS
WESTERN CEDARS, 2X8 11 -8 10-7 8-8 8-6 8-6 8-6
PONDEROSA PINE, 2 X 10 14-11 13-0 10-7 12 -3 12-3 10-7 LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB,CAPACITY
RED PINE FLOOR JOIST DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED4 N
2 X 12 17-5 15-1 12-4 16-5 15-1 12-4 ALONG DECK AND ONE WITHIN 24"OF EACH C7 C) z M
FZ END OF THE LEDGER.HOLD-DOWN DEVICES
a SHALL FULLY ENGAGE DECK JOIST PER J 00
HOLD-DOWN MANUFACTURER. J V N
LEDGER 5.5"MIN FOR 2X8 W Z
6.5"MIN FOR 2X10 W
TABLE R507.7 7.5"MIN FOR 2X12 A FULLY THREADED 318"DIAMETER LAG O
SCREW PREDRILLED WITH MIN.3"PENETRATION CK
MAXIMUM JOIST SPACING FOR DECKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. W W 0
n n n n n n CD
MAXIMUM ON-CENTER JOIST SPACING DETAIL A DETAIL B DETAIL C ��
MATERIAL TYPE AND M W W W
NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.2.3(1) NTS FIGURE R507.2.3(1) NTS FIGURE R507.2.3(2) NTS (n
DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS 0 < U
`NOTE:THIIS DETAIL IS APPLICAPABLE U CL Q w Z N
1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES DISTANCE SHALL BE PERMITTED TO w N ~
BE REDUCED TO4.5"IF LAG SCREWS w 0)
WHERE FLOOR JOISTS ARE � z ,J = _
ARE USED OR BOLT SPACING IS PARALLEL TO DECK JOISTS. w Q U W N
REDUCED OF LAG SCRE
AT
2-INCH-THINCKWOOD 24 INCHES 16 INCHES TO ATTACH 4 8HLEDGERS TO X8� 0 m ¢ ~
BAND JOISTS. DWG NO
PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/
SECTION R507.3 SECTION R507.3 1
14
BLOCKING ® ENDWALL TABLE R301.2.1.2
GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS a,b,c,d
RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY
R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC
FIGURE R602.10.8(1) NAND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR
BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES)
FASTENER 4 FEET < 6 FEET <
1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN
AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET
MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM);
No. 8 WOOD SCREW BASED
CONTINUOUS RIM — ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8
OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0'O.C.
8d @ T O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No. 10 WOOD SCREW BASED
BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER a ANCHOR WITH 2-INCH 16 12 9
EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Z
SECOND FLOOR Y4 -INCH LAG SCEW BASED
�r W ANCHOR WITH 2-INCH 16 16 16
3-16d @ 1s"O.C.ALONG 316d @ 16"O.C.ALONG 316d AT EACH8� EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER
BLOCKING 2 BAYS
2-16d NAILS EACH SIDE BACK @ 4'-0"D.C.
®INTERIOR ZONE
CONTINUOUS RIM ADDITIONAL FRAMINGEli a.This table is based on 180 mph wind speeds and a 33 foot mean roof height.
FULL HEIGHT BLOCKING ®PERIMETER ZONE
OR END JOIST MEMBER DIRECTLY ABOVE b.Fasteners shall be installed at opposite ends of the wood structural panel.
BRACED WALL PANEL @ 16"O.C.ALONG
BRACED WALL PANEL FIRST FLOOR c.Nails shall be tOd common or 12d box nails.
NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be
1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate
Withdrawal capacity of 490 pounds.
FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS
IN EA.ZONE BACK @ 4'-0'O.C. .. CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
WOOD STRUCTURAL PANELS NTH A MINIMUM THICKNESS OF%6"AND A MAXIMUM SPAN
OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.
PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL
BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE
SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C.
VENTED ATTICS WITH AIR PERMEABLE INSULATION
Sec. P3103.1 - Roof Extensions
Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE
snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. )
observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than
7'-0" above the roof. BATHTUB (with or without
Sec. P3103.2 — Frost Closure shower head and/or 1 1/2
Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments
wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE:
less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L
Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS U3 L13
Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I I
ADHERING POLYMER-MODIFIED BITUMEN SHEET IN
I 1
Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL
Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR NO NOTCHES _j D
traps, with or without WALL LINE. D16MAX. I PERMITTED I
dishwasher and food waste 1 1/2
disposer) rD16AX.
SHEATHING Laundry to
one or more compartments) 1 1/2
AIR SHIELD Lavatory 1 1/4
FLOOR JOIST-CENTER CUT
LIQUID FLASHING Shower (based on the totai D/4MAX. Z
flow rate through g
showerheads and bodysprays)
Flow rate: T p W
5.7gpm and less 1 1/2 I
more than 5.7gpm up to 12.3gpm 2
more than 12.3gpm up to 25.8gpm 3 D/3MAX
AIR SHIELD more than 25.8gpm up to 55.6gpm 4 SEAL
N.K.
NOTE: <v �� yL 0
�5 TF
ct
1
FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX.DFROM NOTE: SUPPORT FLOOR JOIST-END CUTS g 1t1
' o
OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING
SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS J Y
SHEATHING JOINT TREATMENT A
OF UL 127 AND SHALL BE INSTALLED AND O' = ,
TERMINATED IN ACCORDANCE WITH THE 0 q
MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D rF OFF �O
NEB
D/3 MAX.
RAFTER CEILING JOISTS
REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION
co
PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. M Y
co W
00 =
cO U
M
THE CONSTRUCTION TYPE 21N.MIN.FROM TOP cn
DESIGNATION SHALL BE AND BOTTOM OF JOIST
1 , 11 , 111 , IV OR V PIPE OR CONDUIT
TO INDICATE THE CONSTRUCTION
D(ACTUAL DEPTH)
CLASSIFICATION OF THE STRUCTURE Y
UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL
O Y
SECTION 1265A SIGN OR SYMBOL >-
„ i (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS � O
6 DIAME ER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST p W >
CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND Q z
(B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED _ z
EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. Lu O w
(1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGNOR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, Q
OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES O O=
REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. W cn
PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX•AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE O W � >-
REFLECTIVE WHITE c� Q
(2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: � Z .- m
AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE
A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND BORED HOLE MAX.
11 IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE DIA.40 PERCENT
a
EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (��) OF STUD DEPTH
EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE
LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS.
EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S)
s".. (C)THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE
OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: N
OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; 5la"MIN.TO EDGE Z J Z �O
HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND J W J p N
(D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT J U N
I AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED 25%OF W
OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH � Z 0
CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE W 0
SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. 0 0
BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40/o AND 60/" W O
1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE � to (D _
OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO W r-
-,.; STROKE ROOF FLOOR STUD SECCESSNE STUDS ARE DOUBLED W Z W 11
OF THE SIGNOR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND SO BORED Z
MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS Q
DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V I— (n
COMPONENTS THAT ARE OF W W
TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O cl� U 0
FLOOR FRAMING , INCLUDING Q W W �
DRILLING AND NOTCHING DETAIL W O Z J = = N
F GIRDERS AND BEAMS W - Q W ¢ CN
V OF STUDS 0- IIZ U 00 a 1— of . -
R ROOF FRAMING F
DWG NO
F R FLOOR AND ROOF FRAMING ROOF AND FLOOR
> 1
BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION.
14-1