Specifications /207 sj stimme-rzonme lit/ 717°7261?- ooZys
,, M U LN ERN+KU�P RECEIVED
RESIDENTIAL (RRuL,luliAL EN iINEEfrINu
JUN 1 7 2019
300 Brookside Avenue,Building 4,Ambler,PA 19002 p 215-646-8001 - mulhernkulp.com a-r O -r qA RD
EAJ LDiNG DI VI3ION
Calculation Package
June 12, 2019
David Weekley - Portland
7891 Model
Summerbrook - Lot 15
Oregon
MULHERN & KULP STRUCTURAL ENGINEERING, INC. ��?so PROFes,
Prepared By: mac.co NGI NE- -9 /,-
Nicholas J.Dastalfo Staff Engineer Q 93737PE �r
Nicholas J.Martignetti,P.E.,S.E. Project Manager ' L. 141
(,OREGON\q, ,`t•
�O 4 Y 10, 22 $1
'9S J. M i R.\\
19
Sign ure,Seal d Date
EXPIRES: ITltu Zu
P..1Client F/les1211-David Weekley-PORI2018118017-7891 Modell Lot Specincs1680200151Design17891-Calculation Cover Sheet-Master Source Doc.docx
PROJECT NAME: 7B9 1 MODEL
DAVID WEEKLEY - FOR
444 MpLiHERN + KUstructural engin .L,ID
M&K PROJEcT#: 2 1 1 -1 B0 1 7
ENGINEER: NJD
DATE: 24-AUG-18
BEAM & HEADER CALCULATIONS
BEAM DESCRIPTION:
PARAMETERS:
. L = I FT
-
W = I KLF
I
-.....
P = .
K
ANALYSIS
RNIAX = i K V. = ,
K < V.,,..= r
K 'IT- ADEQUATE
_ -
M MAX = J K-FT < M, = K-FT ^ ADEQUATE
_IN. LI L ,< L/240 0 ADEQUATE
BEAM DESCRIPTION: \''''r -V-:-L2_ F-17-M&- C__7-AL.,p . ,.F_J=1-1,-A... (21-\-?. qa1/4.1.A
PARAMETERS:
rr
W = 6.€,(.., KLF
i 1 i i i
P = -
K
ANALL9151
R„,xx = k.S-1._ K vo = - K < V, _ = r L 5 K ', ADEQUATE
Me... = Z.c: K-FT < M, = K-FT v ADEQUATE
= C.-.{:,.. 1 ii IN. 1.../ G < L/240 ' ADEQUATE
BEAM DESCRIPTION:DESCRIPTION: k''''. 1--0,L_ ::-t2...;\-k - Ca;11.-it \--•t,
PARAMETERS:
L =
(i..2 FT
w = b-1-1c6.' KLF
I I I i
P = -
K
ANALYSIS:
R... = .LA Lk K v. = - K < V = " ADEQUATE
M MAX = 1. ‘ .-` K-rr < K... = T . 7:L JK-F-1- ' ADEQUATE
—....
Art_= (..,-019. IN. L/rCk‘C. < L/240 ' ADEQUATE
14 * g
1
PROJECT NAME: 789 1 MODEL
DAVID WEEKLEY - POR
44 m yd.Lti aHl E R,N astrurl+ K UengieLnP
M&K PROJECT #: 21 1 1 El D 1 7
resENGINEER: NJD
DATE: 24-AUG-1E1
BEAM & HEADER CALCULATIONS
II
BEAM DESCRIPTION,
PARAMETERS:
L = FT
W = j KLF
P = _
K
ANALYSIS:
R,Inx = - j K Vo = _ K < VALL = _ K \.,. ADEQUATE
,-- -
M tIAX = K-FT < MALL = K•F T I v I ADEQUATE
III,
= L JUN. L/1111111111< L/240 1.,
ADEQUATE
BEAM DESCRIPTION: ''''4-L --i_c•
PARAMETERS:
L = 1 SS: FT
w = -1-CZ,. KLF
1 1 i r i
P = K
ANALYSIS:
RtIAX = . () K VD = _ K < V..,= _ S.- Li.S. K ,,, ADEQUATE
mil
Mmoc = C.3(c_, K-FT < MALL = 1 Q-S 1 K-FT Ell ADEQUATE
Art_ = -, L.'', IN. L/ IQ 6(5-.1- < L/240 v ADEQUATE
BEAM DESCRIPTION: -Z_A-4 r,z-I___\?__ F-foikG___ \b' c,i1,7.A cs,. D0,09._. ‘...kba.
PARAMETERS:
L = T K
a F
W = ..‘„.. LF
p = K
ANALYSIS:
_
Ril..5 = e •t', K Vc, = K < V = 5.43 K , ADEQUATE
I'4 1141X = -7
3 , — K-FT < MALL = ,., .1', a K-FT ' ADEQUATE
6'11. = d-. 2..2- IN. L/ CF, / L- < L/240 , ADEQUATE
PROJECT NAME: 7891 MODEL
•
44 Me ( PROJECT #: D2AIVIID..iWeEDEKiL7EY - POR m il.J LiH E Rt N + K UeL P
ENGINEER: NJD
DATE: 24-AuG-1 B
BEAM & HEADER CALCULATIONS
BEAM DESCRIPTION: LAcA ,t...-- ,z_ ( NA.G. — 1.,..-4,,..)-.t.X,_ izt-i•-
PARAMETERS:,
L = () FT
i 1 i i
W = .(,.,',.t, KLF
P =
K
ANALYSIS:
---,
RLIAX = \ ,,,,,,, K Vo =
K < V _ ,AL, — K '•, ADEQUATE
MtIAX = i:,Lt Fj., K-F-T < MALL = e I 7 K-FT ADEQUATE
= o. IN. LI '7,15 c'')C < L/240 ' ADEQUATE
BEAM DESCRIPTION: :"4
PARAMETERS: :--- -
L ---I
= FT
W = '
L.., ;0' KLF
p = , — K
ANALYSIS:
V0 = K < VALI_ = S. S-- K ',, ADEQUATE
Is144,‘ = , ). "S -K-FT < Me.t.L = 1 3,ri K-FT s,' ADEQUATE
ki. = [ tl,\(oc lN. L/ -, < L/240 ,_.''
ADEQUATE
BEAM DESCRIPTION:
PARAMETERS:
L 1= ,
w = KLF
—
P = K
ANALYSIS:
= _ K Vo = K < V = K '" ADEQUATE
M LIAX = K-FT < MA, = _
' K-FT irt ADEQUATE
Ar, = j IN. L/ < L/240 - ADEQUATE
DAVID WEEKLEY HOMES
68020015
OR
SHEAR WALL CALCULATIONS - WIND
REVIEWED BY:
MAY 22, 20 1 9
PARAMETERS:
SINGLE FAMILY HOME
DESIGN WIND SPEED: 135 MPH
WIND EXPOSURE CATEGORY: B
SEISMIC DESIGN CATEGORY: D
CODE & DESIGN STANDARD: 2015 /BC CH. 1609, ASCE 7-10 CH. 26-30
4 MULHERN + KULP
residential structural engineering
4� MULHERN KULP
S T R U C T U R A L B N G I N E R R I N G
PROJECT NAME: 7891 MODEL
M&K PROJECT #: 211-18017
ENGINEER: NJD
DATE: 24-AUG-1 B
WIND DESIGN SUMMARY PER ASCE 7-1 D
PARAMETERS: ROOF GEOMETRY: BUILDING GEOMETRY:
WIND SPEED g 135 TRANS. ROOF PITCH F;6 F; :1 2 LENGTH .,5s FT
EXPOSURE CATEGORY B LONG. ROOF PITCH :12 WIDTH OWIM FT
RISE CATEGORY massMEAN ROOF HEIGHT, H �'-�•1• FT NUMBER OF STD RIES },;` ..
WIND DIRECTIONALITY FACTOR, K,, • -
TOPOGRAPHIC FACTOR, KiT ,,..I.00.:
GUST FACTOR, G
DESIGN TYPE -
TRANSVERSE DIRECTION (PERPENDICULAR TO MAIN RIDGE LINE)
RIBUTARY DESIGN AREAS TRIBUTARY DESIGN LOADS:
(0.6W)
D/APNRAG FLOOR-TO- SECT/ON SECTION
M LEVEL FLOOR
HEIGHT A 0 B A 0 B
} y,4 Roof Surface 0 530 0 sq ft Story Shear 0.00 12.74 0.00 kips
Wall surface 0 443 r Q sq ft Total Shear 0.00 _ 12.74 _ 0.00 kips
12.74 kips
FND
Roof Surface .0,t : 0 r;,' + sq ft I Story Shear 0.00 0.00 `kips
Wall surface 0 248 '"!.0, sq ft 1 0.00 0.00 kips
6A _,_ r �_ r; Total Shear 16.66 'kips
{�a} I
�8W'it41 ..—.......
LONGITUDINAL DIRECTION (PARALLEL TO MAIN RIDGE LINE)
TRIBUTARY DESIGN LOADS:
RIBUTARY DESIGN AREAE (0.6W)
CIA PH RAG FLOOR-TO- SECT/ON SECTION
N LEVEL FLOOR
HE/GNT A 0 B A 0 B
7 e Roof SurfaceWan*-,r1`I sq ft Story Shear 0.00 ',��:kips
Fr Wall surface + + sq ft ..'� Total Shear 0.00 '® '®' kips
10.80 kips
Roof Surface + + + sq f) Story Shear 0.00 3.51 0.00 kips
FND Wall surface + z r I sq ft 1 `"� U-- 1`h;1- Two Shear 0.00 13.64 0.67 kips
14.31 kips
4
IA1 ,
KUM
Page 1 of 1
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Wig= 3 CAR i -� i,_,,....N ' 3.-11/2'W ./ PWDR 1 'a
2, r., GARAGE �_ 1 UTIL _JAAg N
:.-
,r-
H } w 1- i\ENNT THRU �.. 7-2" 6'-4' III ` ,'
N-Lot 7: ,no-.- GARAGE TO 8E FINISHED HATH I >I 00
rn MIN.1 2 GYP.WALLBOARD ON I I RAF I m
T O� GARAGE-SIDE WALL L__ ENTRY \
SURFACES AND 5`8•TYPE X '- , X11+
GYP.W(LLBOAR ON ALLg at
I CEILING SURFACES z , / /" STUDY
• o
• 4' MULHERN + KULP
residential structural engineering PROJECT NAME: DAVID WEEKLEY HOMES
68020015
M&K PROJECT #: 211 -113017
ENGINEER: NJD
DATE: 22-MAY-1 9
SHEARWALL DESIGN SUMMARY
SHEARWALL 1 ❑ 1 : 1ST - SIDE EXT. WALL OF STUDY/O.BATH/O.RETREAT
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 6.0 FT.
WALL LENGTH, L 42.3 FT. QUALIFYING WALL LENGTH, L 29.7 FT. SHEARWALL ASSEMBLY L- P3
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
5850 LBS < 8889 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P3 - 1-SIDE 7/1611 OSB
FASTENED W/ SD NAILS AT 3a0.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 52.7 K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 1 23.3 JK-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
No HOLDOWN REQUIRED
SHEARWALL 1 02: 1ST - REAR EXT. WALL OF 0.RETREAT/FAMILY ROOM
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT.
WALL LENGTH, L 16.3 FT. QUALIFYING WALL LENGTH, L 9.8 FT. SHEARWALL ASSEMBLY P3
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
3225 LBS < -CEMIN LBS
SHEARWALL ASSEMBLY SPECIFICATION
P3 - 1-SIDE 7/16" OSB
FASTENED WI 8D NAILS AT 3"0.C. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL525 PLF OVERTURNING MOMENT 72.8 K-FT HOLD DOWN DESIGN LOAD ❑ LBS
DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 85.3 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
Page 1
• 4 , MULHERN 8. KULP
S T R u C T U R A` ENOINEERINO PROJECT NAME: DAVID WEEKLEY HOMES
########
M&K PROJECT #: 21 1-1 801 7
ENGINEER: NJD
DATE: 22-MAY-19
SHEARWALL DESIGN SUMMARY
SHEARWALL 1 03: 1ST - REAR EXT. WALL OF BD#2
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 5.0 FT.
WALL LENGTH, L 14.0 FT. QUALIFYING WALL LENGTH, L 1 1.0 FT. SHEARWALL ASSEMBLYL P1 1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
2075 LBS G 2091 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1 -SIDE 7/160 OSB
FASTENED W/ BD NAILS AT 611O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL [ 350 PLF OVERTURNING MOMENT 23.6 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 468 LBs RESISTIVE MOMENT 36.8 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
No HOLDOWN REQUIRED
SHEARWALL 1 04: 1ST - SIDE EXT. WALL OF BD#2/BATH#2/BD#3
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 5.0 FT.
WALL LENGTH, L 29.5 FT. QUALIFYING WALL LENGTH, L 26.5 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
3600 LBS G 4405 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/1611 OSB
FASTENED WI 8D NAILS AT 6"O.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 134 PLF OVERTURNING MOMENT 32.4 K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 63.1 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
Page 2
MULHERN a KULR
B T RUG T U F A L. E N D N E E R N D PROJECT NAME: DAVID WEEKLEY HOMES
########
M&K PROJECT #: 211-18017
ENGINEER: NJD
DATE: 22-MAY-1 9
SHEARWALL DESIGN SUMMARY
SHEARWALL 1 05: 1ST - SIDE EXT. WALL OF GARAGE
SHEARWALL PROPERTIES:
WALL HEIGHT, H 1 0.0 FT. MAX WALL OPENING HT, Ha 0.0 FT.
WALL LENGTH, L 21.5 FT. QUALIFYING WALL LENGTH, L 21.5 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
3300 LBS < 7224 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/16° 058
FASTENED W/ BD NAILS AT 6"0.C. PANEL EDGES & 1 2nO.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 134 OVERTURNING MOMENT 33.0 K-FT UPLIFT CONNECTOR DESIGN LOAD O LS
DL AT ENDS OF WALL 270 1PLF
B
LBS RESISTIVE MOMENT 33.1 K-FT HOLOOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
SHEARWALL 1 06: 1ST - FRONT EXT. WALL OF STUDY
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT.
WALL LENGTH, L 13.7 FT. QUALIFYING WALL LENGTH, L 7.2 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
1 525 LBS < 1 531 _ ILBs
SHEARWALL ASSEMBLY SPECIFICATION
P 1 - 1-SIDE 7/16" OSB
FASTENED W/ BD NAILS AT 6'0.C. PANEL EDGES & 1 2°O.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 525 PLF OVERTURNING MOMENT 34.8 K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 468 LBS RESISTIVE MOMENT 49.9 K-FT HOLDOWN CAPACITY O LBB
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
Page 3
NIULHERN a KULP
STRUCTURAL. EN O I N E E R I N O PROJECT NAME: DAVID WEEKLEY HOMES
########
M&K PROJECT #: 211 -18017
ENGINEER: NJD
DATE: 22-MAY-1 9
r� SHEARWALL DESIGN SUMMARY
1
SHEARWALL 0 / : 1 ST - FRONT EXT. WALL OF ENTRY/UTILITY
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H. 4.0 FT.
WALL LENGTH, L 7.5 FT. QUALIFYING WALL LENGTH, L 5.5 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
1 175 LBS G 1400 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/16° OSB
FASTENED W/ SD NAILS AT G'O.C. PANEL EDGES & 1 2"D.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 525 PLF OVERTURNING MOMENT 1 7.1 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 688 LBS RESISTIVE MOMENT 1 7.9 K-FT HOLOOWN CAPACITY O LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
SHEARWALL XXX: - NOT USED
SHEARWALL PROPERTIES:
WALL HEIGHT, H 0.0 FT. MAX WALL OPENING HT, HC 0.0 FT.
WALL LENGTH, L 0.0 FT. QUALIFYING WALL LENGTH, L 0.0 FT. SHEARWALL ASSEMBLY PD
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ��//..�(J�//,.ALLOWABLE SHEARWALL CAPACITY
0 LBS ##### #DIV/O! LB5
SHEARWALL ASSEMBLY SPECIFICATION
PO - 1-SIDE 7/1 611 OEB
FASTENED W/ SD NAILS AT 611O.C. PANEL EDGES E. 1 2"O.C. PANEL FIELD - UNBLOCKED
#0IV/0!
OVERTURNING EVALUATION:
RESISTIVE DL 0 PLF OVERTURNING MOMENT '#'DIV/O! K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL O LBS RESISTIVE MOMENT 0.0 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
Page 4
DAVID WEEKLEY HOMES
68020015
OR
SHEAR WALL CALCULATIONS - SEISMIC
REVIEWED BY:
MAY 22, 201 9
PARAMETERS:
SINGLE FAMILY HOME
DESIGN WIND SPEED: 135 MPH
WIND EXPOSURE CATEGORY: B
SEISMIC DESIGN CATEGORY: D
CODE& DESIGN STANDARD: 2015 IBC CH. 1609, ASCE 7-10 CH. 26-30
44 MULHERN + KULP
residential structural engineering
• MULHERN +KULP
residential structural engineering
PROJECT NAME: 7891 MODEL
DAVID WEEKLEY
M&K PROJECT #: 211-113017
ENGINEER: NJD
DATE: 16-APR-19
SEISMIC CALCULATION -ASCE 7-I O
SEISMIC DESIGN CATEGORY: BUILDING PERIOD DETERMINATION:
USER INPUTS: USER INPUTS:
SITE CLASS �' 0^;^. BUILDING PERIOD COEFFICIENT,Cr 0.020
SPECTRAL RESPONSE ACCELERATION 0.2 SEC, SS = LONG-PERIOD TRANS PERIOD,TL(SEC) ' , 61
SPECTRAL RESPONSE ACCELERATION 1.0 SEC,S1 ;4=y '0,424 HT.ABV BASE TO HIGHEST LEVEL,hR I 91
OCCUPANCY CATEGORY 11 G %'% CALCULATED VALUES:
VARIABLES: APPROXIMATE FUNDAMENTAL PERIOD.T,,,T 0.104
SITE COEFFICIENT, FA 1.1 1 To I 0.123 I
SITE COEFFICIENT, FV 1.58
Te I 0.613
CALCULATED VALUES:
SPECTRAL RESPONSE ACCELERATION,9,,(0) I 0.663 I
MAXIMUM SPECTRAL RESPONSE ACCELERATION,SR• 1.094
MAXIMUM SPECTRAL RESPONSE ACCELERATION,SRI 0.670
DESIGN SPECTRAL RESPONSE ACCELERATION,S . 0.729
DESIGN SPECTRAL RESPONSE ACCELERATION,Sul 0.447
SEISMIC DESIGN CATEGORY(SHORT TERM)
SEISMIC DESIGN CATEGORY(1.0 SECOND TERM) 3y4`.... r
EQUIVALENT LATERAL FORCE PROCEDURE
DL OF EXT WALL
DEAD LOAD CALCULATION: TRIBUTARY TO LEVEL
LEVEL STORY HT.(FT.) AREA(FT') HEAD I HAD(Per) KIPS) TOTAL LEVEL DL
1 >a9.0 ? :"2715 ?' 58 K
20 0 7Ek"'0 0 K
3 Farr 0.0 0 « 0 K
4 0 0... .0 e :.L,..... O.. V., O.a'? 0 IC
5 D0 'D 4,0 '.O EI 0 K
s D.Q .O r.`r.:,, O .',"s-.l]0 7a:^,. 0 K
7aQ.Q ',„ a .�.. . • 0 K
. ..
8 0 0 TA 46 Q - wamato 0';. 0 K
10 `•,Q',..,3 ^,Q .,l ;v. Q �'.,, ,'0 0 'd, 0 K
TOTAL DEAD LOAD OF STRUCTURE I 5B I KIPS
SEISMIC RESPONSE COEFFICIENT:
TRANSVERSE 1 fNGITUDINAL
RESPONSE MODIFICATION FACT00.,R 'y
6 5 _6„
OCCUPANCY IMPORTANCE FACTOR,I• I 1.00 I I 1.00 I
SEISMIC RESPONSE COEFFICIENT.C. I 0.112 1 I 0.112 I
BASE SHEARS: ULTIMATE LOADS x 0.7= ALLOWABLE LOADS
TRANSVERSE 1 nNI:ITI 10INA1 TRANSVERSE LONGITUDINAL
I 7 I K I 7 I K
STORY SHEAR CALCULATION:
DISTRIBUTION EXPONENT 1,00 I
ULTIMATE LOADS X 0.7= ALLOWABLE LOADS
TRANSVERSE LONGITUDINALTRANSVERSE 1-ONFATUGESAL
LEVELVERT.DIST.FACTOR.C..., STORY SHEAR.F,, STORY SHEAR.F,, STORY SHEAR.F,, Fi STORY SHEAR STORY SHEAR.F,, Fe STORY SHEAR
1.000 6.5 K 6.5 K 4.6 K 4.6 K 4.6 K 4.6 K
2 0.000 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K
3 0.000 0.0 K 0.0 K ❑.❑ K 0.0 IC 0.0 K 0.0 K
4 0.000 0.0 K 0.0 IC 0.0 K 0.0 K 0.0 IC 0.0 K
5 0.00 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K
fi
0.00 0.0 K 0.0 K ❑.❑ K 0.0 K 0.0 K 0.0 K
7 0.00 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K
B 0.00 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K
9 0.00 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K
10 0.00 0.0 K 0.0 K Q..0 K 0.0 K 0.0 K 0.0 K
Page 1 of 1
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444 MULHERN + KULP
residential structural engineering PROJECT NAME: DAVID WEEKLEY HOMES
68020015
M&K PROJECT #: 21 1 -1 B01 7
ENGINEER: NJD
DATE: 22-MAY-1 9
SHEARWALL DES/GN SUMMARY
SHEARWALL 1 0 1 : 1ST - SIDE EXT. WALL OF STUDY/❑.BATH/❑.RETREAT
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H, 6.0 FT.
WALL LENGTH, L. 42.3 FT. QUALIFYING WALL LENGTH, L 29.7 FT. SHEARWALL ASSEM BLV ( P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
2300 LBS < 3372 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1 -SIDE 7/1611 OSB
FASTENED WI BD NAILS AT 6110.C. PANEL EDGES & 12"0.c. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 134 PLF OVERTURNING MOMENT 20.7 K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 123.3 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
SHEARWALL 1 02: 1ST - REAR EXT. WALL OF ❑.RETREAT/FAMILY ROOM
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT.
WALL LENGTH, L 18.3 FT. QUALIFYING WALL LENGTH, L 9.8 FT. SHEARWALL ASSEMBLY P3
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
1300 LBS < 2744 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P3 - 1-SIDE 7/1 611 OSB
FASTENED W/ SD NAILS AT 3110.C. PANEL EDGES & 12"0.c. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 525 PLF OVERTURNING MOMENT 1 1.7 K-FT HOLD DOWN DESIGN LOAD 0 LBB
DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 85.3 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
No HOLDOWN REQUIRED
Pagel
MULHERN KULP
T R U C T UR AL E N D I N F.E R I N D PROJECT NAME: DAVID WEEKLEY HOMES
########
M&K PROJECT #: 21 1 -1 601 7
ENGINEER: NJD
DATE: 22-MAY-1 9
SHEARWALL DESIGN SUMMARY
SHEARWALL 1 03: 1ST - REAR EXT. WALL OF BD#2
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H. 5.0 FT.
WALL LENGTH, L 14.0 FT. QUALIFYING WALL LENGTH, L 1 1.0 FT. SHEARWALL ASSEMBLY ( P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
1 000 LBS < 1 487 LBB
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/1611 OSB
FASTENED WI BD NAILS AT 6"O.C. PANEL EDGES & 1 2aO.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 350 PLF OVERTURNING MOMENT 9.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 468 LBS RESISTIVE MOMENT 36.8 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
No HOLDOWN REQUIRED
SHEARWALL 1 04: 1ST - SIDE EXT. WALL OF BD#2/BATH#2/BD#3
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 5.0 FT.
WALL LENGTH, L 29.5 FT. QUALIFYING WALL LENGTH, L 26.5 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
L1300 LBS G 3134 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/1611 OSB
FASTENED WI BD NAILS AT 611O.C. PANEL EDGES & 12"0.c. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 134 PLF OVERTURNING MOMENT 1 1.7 K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 400 LBB RESISTIVE MOMENT 63.1 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
No HOLDOWN REQUIRED
Page 2
• 4
, MULHERN aKULP
' PROJECT NAME: DAVID WEEKLEY HOMES
########
M&K PROJECT #: 21 1-1 SO 1 7
ENGINEER: NJD
DATE: 22-MAY-19
G SHEARWALL DESIGN SUMMARY
SHEARWALL 1 ❑S: 1ST - SIDE EXT. WALL OF GARAGE
SHEARWALL PROPERTIES:
WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, Ho 0.0 FT.
WALL LENGTH, L 21.5 FT. QUALIFYING WALL LENGTH, L 21.5 FT. SHEARWALL ASSEMBLY (..,, P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
1 1000 LBS < 5139 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/16" OSB
FASTENED WI SD NAILS AT 5'D.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 10.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 270 LBS RESISTIVE MOMENT 33.1 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
SHEARWALL 1 ❑6: 1ST - FRONT EXT. WALL OF STUDY
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT.
WALL LENGTH, L 13.7 FT. QUALIFYING WALL LENGTH, L 7.2 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
900 LBS < 1089 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-BIDE 7/16° OSB
FASTENED W/ BD NAILS AT 5"0.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
^
RESISTIVE DL 525 PLF OVERTURNING MOMENT B.1 K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 4613 LBS RESISTIVE MOMENT ^-49.9 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
Page 3
I
4 ' MULHERN a KULP
B T R{J C T U R A L E N D I N E E R I N G PROJECT NAME: DAVID W E E KLEY HOMES
########
M&K PROJECT #: 211 -1B017
ENGINEER: NJD
DATE: 22-MAY-1 9
SHEARWALL DESIGN SUMMARY
SH1 rfEARWALL 0 / : 1ST - FRONT EXT. WALL OF ENTRY/UTILITY
SHEARWALL PROPERTIES:
WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 4.0 FT.
WALL LENGTH, L 7.5 FT. QUALIFYING WALL LENGTH, L 5.5 FT. SHEARWALL ASSEMBLY P1
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL+ ALLOWABLE SHEARWALL CAPACITY
WWWtltltl
�. 500 ILBS G L 996 LBS
SHEARWALL ASSEMBLY SPECIFICATION
P1 - 1-SIDE 7/16° OSB
FASTENED W/ BD NAILS AT 6°0.C. PANEL EDGES & 1 211❑.C. PANEL FIELD - EDGES BLOCKED
ADEQUATE
OVERTURNING EVALUATION:
RESISTIVE DL 525 PLF OVERTURNING MOMENT 4.5 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 61313 LBS RESISTIVE MOMENT 17.9 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
SHEARWALL XXX: - NOT USED
SHEARWALL PROPERTIES:
WALL HEIGHT, H 0.0__ FT. MAX WALL OPENING HT, HC 0.0 FT.
WALL LENGTH, L 0.0
FT.FT. QUALIFYING WALL LENGTH, L 0.0 FT. SHEARWALL ASSEMBLY PO
CAPACITY EVALUATION:
TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY
0 LBS ##### #DIV/O! LBS
SHEARWALL ASSEMBLY SPECIFICATION
PO - 1-SIDE 7/1 6° OSB
FASTENED W/ SD NAILS AT &0,C. PANEL EDGES & 1 2°O.C. PANEL FIELD - UNBLOCKED
#DIV/0!
OVERTURNING' EVALUATION:
RESISTIVE DL 0 PLF OVERTURNING MOMENT #DIV/D! K-FT HOLD DOWN DESIGN LOAD 0 LBS
DL AT ENDS OF WALL 0 LBB RESISTIVE MOMENT 0.0 K-FT HOLDOWN CAPACITY 0 LBS
HOLD-DOWN SPECIFICATION
NO HOLDOWN REQUIRED
Page 4