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Specifications PROJECT NAME: 7894 MODEL , 44 DAVID WEEKLY - POR' MideULntialHERctuN + KUeLPring M&KPROJECT #: 211 -18020 resstrural engine ENGINEER: NJD DATE: 3 1-AuG-1 8 _ BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: Z FL..Z Fr-\ç9- G,ARA-Q_F > )z. 1.1kv_, PARAMETERS: Y L = % t- 1FT 1 1 1 I W = 1 In•1 cS ,KLF t----- �J__________ P = -- K ANALYSIS: R.�..: _ C>.7,1- K Vo = - . ..gK < V.0 = i ‘1,711,..„ 1 K 0 ADEQUATE M.o. = 1 1-14.9 u K-FT < M.« = I 1(,) F ( .SI 1K- T II V 1 t��lADEQUATE C 7% - —� Vj tirn =Z 0 AS% IN. L/;_ �!< L/240 ADEQUATE 112, k l (c;/z." BEAM DESCRIPTION: PARAMETERS: L = Vi r ! I 11 I I W = IKLF P = ` K ANALYSIS Rt.. L = --- _ r �K VoTEM < VAi� _ K r-A ADEQUATE Me1102 = L jK-FT < M„u = 1_. JK_FT ADEQUATE = N— j IN. L/ 1< L/240 f ___i ADEQUATE I BEAM DESCRIPTION: Z^ E 2 „_- ;),tzDpp 1. ist.--C a_ S'114-6.Y PARAMETERS' L = I y1 AF W = &.g1 I KLF I I I I P = — iK ANALYSIS: ' R.ux = L. ( Z JK Vp = M - JK < V, = FDS-1K 171 ADEQUATE M„,, = [ 1.62_ JK-FT < MAL,.= rZ.C, 1K-FT - ' .ADEQUATE Arte = D ©, (� _JIM. L/ tl9t,t. < 1/240 ce, ADEQUATE �I L.„ C^\ i i PROJECT NAME: 7894 MODEL 444MULHERN + KULP DAVID WEEKLY - POR residential structural engineering M&K PROJECT #: 21 1 -18E120 ENGINEER: NJD DATE: 3 1-AUG-1 a BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: 7 sc_1Z `() - i 17JNS'" • PARAMETERS: L = Fl W .-' CT:Tj KLF P = I —�K ANALYSIS: R�+wx = &.(vS K Vo = JK < VALL—— ii � j K ADEQUATE M MAX = 1• 11K-FT < Mwu = ,JFT 1^} 1K- n ADEQUATE _ I Q•1(,S IN. L/ < L/240 El ADEQUATE BEAM DESCR/PT/ON: PARAMETERS: L = £ f ._ - KLF t 1 1 1 I!I ANALYSIS: R,,,,x = _ K V„ = p -_ K < ADEQUATE Mnwx = __. IK-FT < M = PP�-�777K-FT EEEE ���--771 ADEQUATE = _—_ �IN. L/! l< L/240 f ADEQUATE M BEAM DESCRIPTION: VA-, PARAMETERS1 L = ZG Fr W = .\S KLF 1 j P _ P --—IK ANALYSIS: Rwot = [ C, 1K Vo= - —1K < VwLL= V•-73 :K ADEQUATE MHwx = ! 7,5 K-FT < MALL_ 1®. 1-1 1K-FT 10. �/A ADE fl � QUATE A.n = O -1 '& IN. L/I L4R < L/240 ADEQUATE PROJECT NAME: 7B94 MODEL 444DAVID WEEKLY - POR MULHERN + KULPM&K PRDfECT #: 211 -18020 residential structural engineering ENGINEER: NJD DATE: 31-AUG-1 8 BEAM &HEADER CALCULATIONS BEAM DESCRIPTION: 2_" 1_47- (1st-C, — &'-‘., t? li-1i-Cc-t PARARELFRS: L = SN.briN; FT L &. 't'1KLF a' 15.S` 4' P — K4- 13.11 1.4 ANALYSIS: `, -f t n RHA% = St. t t $K Vo = I '-- K < VAS,.= 1(i i-_..,r K �J�,11I( ADEQUATE M niAx = 2)4•S'3 K-FT < NIALL = f .3 E .1 1 -K-FT N II ADEQUATE IPP��I��!! 4 4� _ 0.14t-k ;IN. L/4 LZ7 < L/240 0 ADEQUATE I BEAM DESCRIPTION: Z"-' ( Z /.-L(y- C-L t.t,5U F,M e bif\-w- - PARAMETERS: a L = ti 1Lk..0 FT W = I ( ELF 1.Vit P = Z.t-k1K CAC`' ANALYSIS: RwAx = 5 (gt 1K Vp = - .3 1 K < VV.....,= I tC. bL4 JK —1 ADEQUATE M1n,.x = Z .(1.,c1.(1.,c1. 1K-FT < MAMALL = 1. J S, ' 1, K-FT 0 ADEQUATE "n_= 1 6AFEZ. 11N. ur .4 Z,,.CZ —1< L/240 -I ADEQUATE BEAM DESCRIPTION: Z.,^-4 t-eZ • lUk.k_„i v,frt., ZM. czcM'L ,,y+rt3�c,..) v1,0%2_ C., r Vp e_wa.t_t_. PARAMETERS: L = I Li I FT 1 j1 1 1 W = 1- L2) IKLF 1 1 1 1 P = iK ANALYSIS: I R = Z, C) (K Vo = I I K < VAu= I s,43 (K ✓ ADEQUATE MeaAx = 2-() 1K-FT < MA„ = 1 C.,3--] 1 K-FT ,, ADEQUATE , eN•'•`1. 11N. L/ 1 61(.11, < L/240 ADEQUATE F PROJECT NAME: 7894 MODEL. �® MULHERN + KULP DAv1D WEEKLY POR residential structural engineering M&K PROJECT#: 2 1 1 -1 8020 ENGINEER: NJD DATE: 3l-Au -18 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: -7.,-,4 r.LIa C. - lt*.9't . {-t 14. Ce. CyJAgAG.g. jj PARAMETERS: L = S /FT W = Q,L. I KLF P = - K ANALYSIS: R,,,,, G}x = S K Vo = -- J K < vwtt 7•�1 dK= q IIS.. ADEQUATE MMwx = E..z.3 IK-F-r < MALL = 1.'12 K-rT ® "Y ADEQUATE 4t = 11 V.0\ IIIN. till tdj, y(. II< L/240 1�--0 1' ADEQUATE _ BEAM DESCRIPTION: PARAMETERS: L = L . kr -- 1 W — - KLF 4 4 1 P L_._-. K ANALYSIS: RMwx = AK Vo = 1 1K < VAtt= L JK INiiiB ADEQUATE Mw.x = r 1 K-FT < Mwu = 1._- AK-FT n ADEQUATE 4t = [ AIN. L/L i< L/240 at ADEQUATE I BEAM DESCRIPTION: 1 ''-1 f ZQ+-- C-4.2A w 1- \31t..` e- `tM• / 3>rs L PARAMETERS:. //++ L = tp FT W = ME KLF I P = - K ANALYSIS: II RMA„= I•c&' K Ni. = K < V+,= r 7 c 1K N �._J ADEQUATE M MAX = 1 2r1 1 K-FT < Mwtt= ' 2.1 10 .K-FT a:, ADEQUATE AT,. = `lrl, 1 IN. L4 1 7...C, 1< L/240 '''� ADEQUATE PROJECT NAME: 7894 MODEL , 11114DAVID WEEKLY FOR MHNUis residentialULstructuralER +enginKeeLPgrinM&K PROJECT#: Z 1 1 ' l 211 - 18020 ENGINEER: NJD DATE: 3 1-AuG-1 a BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: A'b`1 c-LQ 1Z1-°--('_•- - C( 't Ji✓ ,fit. r,,.; 1S. ./ . PARAMETERS: L = L4 1 FT WI I 1 = i 1. Z C KLF , P = -- K ANALYSIS: pi R,4 = 1 �2.'c7Z„ +K Vo = — K < Vw„. _ 1 3.es- II ® ADEQUATE C,...S t.- K-FT < M . = ���---�++lll,. tpp"lawx = •, Z.� �p K-FT �1 ADEQUATE '-4.. _ ' o-a14 IN. IJ t4.561-64 U< L/240 0 ADEQUATE BEAM DESCRIPTION: \sT F!AZ- c1ZJt-t,6-_ G' -i..✓L_ j31"-X. ( rJ J 64-1-04.E t- CA-A-t. PARAMETERS: 1,4o (3.w.q L = a Co FT 1 1 1 1 1 W = t O•LAS 'KLF P = IK ANALYSIS R.a.),= \.--,;C K Vo = �.�._ _ UK < V„,„ = I 3:rs:'S ,K fl ADEQUATE MMAx = 2,,o'l't K-FT < NI,,,,. = 1 2 t � K-FT �� ADEQUATE ArL = C, 0-1,-4 1IN. U g ' g"t 7 Z. I< L/240 9 Y ADEQUATE BEAM DESCRIPTION: \`'D'T g_. e _ CgAt_.)t- e, k.trC4-{.0.J /->'7,-(-1S)." J►51 IV I t,-,(i. PARAMETERS: L = ' --i' FT I* I I I I W ..`1,<:_ , KLF P = K ANALYSE Rt.„,,, = I F.7i .K Vo = I �... I K < Vwu._ �.C%rZ 'K k; ADEQUATE MMAX = I Z..I Li ,K-FT < MAu = N 4. l (0 1K-FT I I ADEQUATE a,= Q.t6 IN. L/v -792_ < L/240 '•""r ADEQUATE PROJECT NAME: 7894 MODEL. y® MULHERN4- KULP DAVID WEEKLY - POR residential structural engineering M&K PROJECT #: 211 - 18020 ENGINEER: NJ() DATE: 31-AUG-18 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: I 1-- E '2 5R,Nit A 6" L.-- 3-11)\,‘---1- €- $21;--A;17._:, I PARAMETERS; n L = 10 FT P W = 6.I'S 1 KLF -_ P = . LS K ANALYSIS: //�� E 77 REanl'J x = .765 \/,,,�K Vo = `K < \/,,, = \.'ZZ._1K 0 ADEQUATE MtIAx = __ , Z K-FT < MALL = Z•S IK-FT int ADEQUATE A, = I C •31 b IN. LI° 3 g0 '< L/240 II V p ADEQUATE �1c 1 I -r -5 1 1 t 3 SE,IZ I ES �.7 BEAM DESCRIPTION: Z, Z M �ZL — tvUt .;G CRM. St bE 1-)11\_) -.....)e}- > I t).ti " PARAMETERS: 4 L = 3 kr W = I Li• ti KLF " lei` ANALYSIS: RMA. = III 1 5—I1 1K Vo = , L1.21(S 1K < V<ii = E— K II v✓ l ADEQUATE A 3 ^ E.i @@@ K t"IE, x = 1 -FT < MA+-E- – U _ I_ �- O ?�K-FT ADEQUATE = b.ol ]IN. L/ 1te}0'f < L/240 a ADEQUATE I G BEAM DESCRIPTION: PARAMETERS: L = L_ 1— W = V _ a KLF QC P = L JK ANALYSIS: - I R,,, = _ K Vo = 1K < V,,,= L K ADEQUATE 11 t,rA //M""Ax _ !K-FT < MALL _ J IK-FT Aryl ," ADEQUATE An__ L J IN. L/1 j< L/240 11 '9®-i ADEQUATE 1 DAVID WEEKLEY HOMES 7894 MODEL SUMMERBROOK - LOT 1 3 SHEAR WALL CALCULATIONS - WIND REVIEWED BY: APRIL 30, 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 7-70 CH. 26-30 4 MULHERN + KULP residential structural engineering �, MULHERN�-KULP 8E61DEHTIAI.57a;Jr=0eat FNrrNEERtNG 4 Sine 4:,,,,.„ .,, . ii,,, PROJECT NAME: 7894 MODEL M&K PROJECT #: 211-1E1020 ENGINEER: N.ID DATE: 3D-AUG-1 B WIND DESIGN SUMMARY PER ASCE 7-1 0 PARAMETERS: ROOF GEOMETRY: BUILDING GEOMETRY: WIND SPEED ® TRANS. ROOF PITCH - :12 LENGTHarm FT EXPOSURE CATEGORY WM LONG. ROOF PITCH :1 2 WIDTH MICE.FT RISK CATEGORY MIR MEAN ROOF HEIGHT, H FT NUMBER OF STORIES IIMEMS WINO DIRECTIONALITY FACTOR, Koclail TOPOGRAPHIC FACTOR, Ki. GUST FACTOR, G 10321 DESIGN TYPE EMI TRANSVERSE DIRECTION (PERPENDICULAR TO MAIN RIDGE LINE) -RIBGTARY DESIGN AREAS TRIBUTARY DESIGN LOADS: (0.6W) CIAPHRAO FLOOR-TO- FLOOR SECTION SECTION M LEVE/a HEIGHT A 0 B A 0 B Roof Surface 0 111Mil 0 -sq ft -_ _- 2 B FT Story Shear 000 7.066 0.00 !kips Wall surface 0 111M11 0 sq ft 0.00 7.06 0.00 kips Total Shear ---. E ,kips Roof Surface 0 _wan 100 sq ft __._-._._-_.._._ Story Shear 0.00 Km 1.05 ;kips Wall surface 0. NEN, 0 sq ft 000 imil 1,05 kips Total Shear 16.87 ;kips FND Roof Surface IIKI. 0 0 sq ft - - Story Shear 000 4.02 0.00 kips Wall surface 1 � 000 MIN Mall kips Total Shear ------------ - kips F LONGITUDINAL DIRECTION (PARALLEL TO MAIN RIDGE LINE) -RIBUTARY DESIGN AREAS TRIBUTARY DESIGN LOADS: (O.6W) DIA PH RAG FLOOR-TO- SECTION SECTION M LEVEL FLOOR HEIGHT A 0 B - A 0 B 2 B Roof Surface mai umonosq ft Story Shear 0.00 I 6.26 0.00_kips Wall surface Ens Kmma sq ft 0.00 I 6.26 0.00 kips Total Shear `., 6.26 kips 7 e FT Roof Surface 0 0 0 sq ft Story Shear 0.00 6.20 000 kips Wall surface sq ft - -. Total Shear —_0.00 UM 000 ',kips _. . ..- .._ ._....�".. _ ... ,;'___�.. '..kips FND Roof Surface ma me 0 sq ft Story Shear 0.00 000 kips Wall surface um sq ft 0.00 ® 0.00 ,kipsEMINIMMIEMIMI kips � �i� Total Shear ----- {I 1 0. N11,11- y Page 1 of 1 UNE OF FLOOR BELOW r 15-0' 3'-9' 4'-0' 4'-O 3-0 5-0 SN 4-0 5-0 FX 3-0 5-0 B 7.-0' d 7'-a' ®7'—Q 11. eV r OWNER'S tieA, RETREAT 1\"?.o5" 9-o ac. —x e-C - 7'-6" 3'-6' 2'-0' G•251• b . X101 ti • O A „S. 2-4 \ 1.; -6 SFaSM�G ti1C,t L� i r OWNER'S 4) AS•4 ' z BATH Y — d 2R2S 137-0 ac. m ,, 4'-4' 3'-0' 1,81, 0 1 3N iRIS SOT 09 IRIS 111041 2-6' SECOND FLOOR NOTE: ALL 2ND FLR. 8'-O" UNLESS NO- Y 15-6' ).1-1S/IN . �Z1.H 0- e-., • • os DINING 10 X7? LTAronnmbtf ABo --. 4.)4 I 1(0gti J2-10' 3'-8' y (-O. 2-2• i I I I I W I- O 10 § go) 12.451` 00, ikl0 2'-l0' 7--' T-10• 51<ISMa.L , ► KITCHEN .4k z4 � 5 SHELVES mom *w 4'-10' 8'-6• STUDY OPT.3R0 I�+- 23-0 6-0 GENERAL REQUIREMENTSSi r-8 $OPED SURFACE REQUIREMENTS I e 1.1•{LL 1.0%‘' ALL PATIOS TO SLOPE 1/4'PER FOOT GARAGE FLOOR TO BE SLOPED 1/8•PER FOOT TOWARDS VEHICLE ENIRY DOOR 1' 4'_9. 3'-6 �. 4•-9 ROOF DECKS AND BALCONIES TO BE SLOPED I/4•PER FOOT TOWARDS REUEF POINTS " +h 12'-8' RAKING REOUIREMENTT FINISHED HANDRAIL REQUIRED AT STAIRS WITH 4 OR MORE RISERS N. .1 FINISHED HANDRAIL HEIGHT BETWEEN 34'AND 36'MEASURED VERRCALLY ABOVE TREAD ` * NOSING • FINISHED GUARDRAILS ARE REQUIRED AT DECKS,BALCONIES,AND WALKWAYS THAT ME OVER 30'AND MUST BE AT A MINIM OF 36'IN HEIGHT 4• FINISHED GUARDRAIL AND HANDRAIL SPINDLES MUST BE SPACED SO A 4•SPHERE 11111 4' NOT PASS THROUGH 12'-0• FIRST FLOOR NOTE: ALL 1ST FLR. 9'-O" UNLESS NO- 4114 MULHERN + KULP • residential structural engineering r PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211 -18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 2 1 : 2ND - SIDE EXT. WALL OF O.BATH / O.RETREAT SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, He 4.0 FT. WALL LENGTH, L 36.0 FT. QUALIFYING WALL LENGTH, L 33.0 FT. SHEARWALL ASSEMBLY ( P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3550 LBS < 6048 LBS SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1-SIDE 7/16" OSB FASTENED W/ SD NAILS AT 6"O.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 28.4 K-FT HOLD DOWN DESIGN LOAD O LBS DL AT ENDS OF WALL 810 LBB RESISTIVE MOMENT 104.4 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 202: 2ND - REAR EXT. WALL OF O.RETREAT/RETREAT/BD#4 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HC 5.0 FT. WALL LENGTH, L 37.0 FT. QUALIFYING WALL LENGTH, L 16.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3150 LBS < 4662 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-BIDE 7/16" OSB FASTENED W/ SD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 �PLF OVERTURNING MOMENT — 25.2 K-FT HOLD DOWN DESIGN LOAD 0 Les DLDL AT ENDS OF WALL 536 LBB RESISTIVE MOMENT 268.0 K-FT HOLDOWN CAPACITY 0 LBB HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 1 • .4114 MULHERN a KULP 9 T R U C T l.t H q L ENGINEERING PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 203: 2ND - SIDE EXT. WALL OF 8D#4/HALL/BATH #3 SHEARWALL PROPERTIES: WALL HEIGHT, I-I 8.0 FT. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 36.0 FT. QUALIFYING WALL LENGTH, L 36.0 FT. SHEARWALL ASSEMBLY L P1_ 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3550 Les < I 12096 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 28.4 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 1624 LBS RESISTIVE MOMENT 130.8 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 204: 2ND - FRONT EXT. WALL OF BATH#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 5.3 FT. QUALIFYING WALL LENGTH, L 5.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700... LBS < J 1791 ]LBS SHEARWALL ASSEMBLY SPECIFICATION PI - 1-SIDE 7/1 6" 088 FASTENED W/ BD NAILS AT 6"0.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 5.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 404 LBS RESISTIVE MOMENT 7.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 2 MULHERN a h-CULP STFltiCT URAL F. NG`NEERINQ PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJO DATE: 30-APR-19 SHEARWALL DES/GN SUMMARY SHEARWALL 205: 2ND - FRONT EXT. WALL OF BD#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, He 5.0 FT. WALL LENGTH, L 12.5 _FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY [ P1_ 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1000 LBS < 1 470 _.-.- LBS S HEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED W/ SD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 8.0 K-FT UPLIFT CONNECTOR DESIGN LOAD rII 0 LBS DL AT ENDS OF WALL 202 LBS RESISTIVE MOMENT 1 1.7 K-FT HOLDOWN CAPACITY 1 _0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 206: 2ND - FRONT EXT. WALL OF OWNER'S WIC SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HC 4.0 FT. WALL LENGTH, L 12.7 FT. QUALIFYING WALL LENGTH, L 8.2 FT. SHEARWALL ASSEMBLY L P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1400 Les < 2129 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1 611 OSB FASTENED W/ SD NAILS AT 6"13.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 1 1.2 K-FT HOLD DOWN DESIGN LOAD 0LBS DL AT ENDS OF WALL 436 LBS RESISTIVE MOMENT 34.3 K-FT HOLDOWN CAPACITY 0 �LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 3 ,1114 MULHERN E. KULP 4 STRUCTURAL_ ENGINEERING PROJECT NAME: DAVID W E E KLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DES/GN SUMMARY SHEARWALL XXX: - NOT USED SHEARWALL PROPERTIES: WALL HEIGHT, H 0.0 FT. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 0.0 FT. QUALIFYING WALL LENGTH, L 0.0 FT. SHEARWALL ASSEMBLY PO CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 0 LBS ##### '#DIV/D! LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1 -SIDE 7/1S" OSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - UNBLOCKED #DIV/0! OVERTURNING EVALUATION: RESISTIVE DL 0 PLF OVERTURNING MOMENT #DIV/D! K-FT UPLIFT CONNECTOR 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 SHEARWALL 1 ❑ 1 : 1ST - SIDE EXT. WALL OF STUDY/KITCHEN SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 31.5 FT. QUALIFYING WALL LENGTH, L 31.5 FT. SHEARWALL ASSEMBLY [ P1_� CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 6800 —"Les < 10584 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-sIDE 7/18" OSE FASTENED W/ BD NAILS AT 6&0.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 332 PLF OVERTURNING MOMENT 61.2 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 350 LBS RESISTIVE MOMENT 158.2 K-FT HOLDOWN CAPACITY D ,LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 4 444 MULHERN KULP SHJBL F H f3 I M E F R I N p PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-1E1020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DES/GN SUMMARY SHEARWALL 1 ❑2: 1ST - REAR EXT. WALL OF DINING ROOM SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 _FT. MAX WALL OPENING HT, He 6.0 FT. WALL LENGTH, L 15.5 FT. QUALIFYING WALL LENGTH, L 7.0 _FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1450 .LBS < 1 736 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED WI GD NAILS AT 6"0.C. PANEL EDGES & 1 2"D.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 160 PLF OVERTURNING MOMENT 13.1 _K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 150 LBS RESISTIVE MOMENT 19.4 K-FT HOLOOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 1 04: 1ST - REAR EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L _19.0 FT. QUALIFYING WALL LENGTH, L 19.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2250 Les < 6384 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED WI SD NAILS AT 6°O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 41 5 IPLF OVERTURNING MOMENT _22.5 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 2613 7LBS RESISTIVE MOMENT 72.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 5 MULHERN E. KULP s T Fl u c TUR w i. E N G I w e 6 R I N G PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211 -18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 05: 1ST - SIDE EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, He 0.0 (FT. WALL LENGTH, L 33.0 FT. QUALIFYING WALL LENGTH, L 33.0 JFT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 750 LBS < 1 1 OBB LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 6110.0. PANEL EDGES & 1 2110.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT _ 17.5 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 100 LBB RESISTIVE MOMENT 68.6 K-FT HOLDOWN CAPACITY O LBB HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 1 06: 1ST - FRONT EXT. WALL OF BATH #2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 4.8 JFT. QUALIFYING WALL LENGTH, L 4.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO I LBB < 1 623 LBS SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1-SIDE 7/1 6" 088 FASTENED W/ BD NAILS AT 6110.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 7.2 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 784 LBS RESISTIVE MOMENT 8.7 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 6 MULHERN & KULP • s T O U C T U R .I CNOINEERINO PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DES/GN SUMMARY SHEARWALL 1 07: 1ST - FRONT EXT. WALL OF BD#2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 6.0 FT. WALL LENGTH, L 12.5 FT. QUALIFYING WALL LENGTH, L 4.5 Fi. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 100 'Les < 1 386 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 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 285 PLF OVERTURNING MOMENT 9.9 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 392 LBB RESISTIVE MOMENT 24.4 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION ND HOLDOWN REQUIRED SHEARWALL 1 08: 1ST - FRONT EXT. WALL OF STUDY SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 WALL LENGTH, L 12.7 FT. QUALIFYING WALL LENGTH, L 6.2 Ff. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 40 LBS G M 1419 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ 8D NAILS AT 6"0.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 506 }PLF OVERTURNING MOMENT _ 1 2.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 678 JLBS RESISTIVE MOMENT 44.3 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 7 MULHERN E. i-"GULP 9 T A . C-T LI R At E M G 1 N E E N I N U PROJECT NAME: DAVID WEEKLEY HOMES 7694 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 09: 1ST - SIDE INT. WALL OF GARAGE BY BATH #2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H= 0.0 FT. WALL LENGTH, L 14.7 FT. QUALIFYING WALL LENGTH, L 14.7 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3400 LBS < 4929 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1 6p 058 FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 30.6 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 150 LBB RESISTIVE MOMENT 42.9_K-FT HOLDOWN CAPACITY [ 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 1 1 0: 1ST - SIDE INT. WALL OF GARAGE BY FAMILY ROOM SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 17.13 FT. QUALIFYING WALL LENGTH, L 17.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 5100 LBS < 5991 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ BD NAILS AT 6"0.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL _-423 PLF OVERTURNING MOMENT 45.9 —K-FT HOLD DOWN DESIGN LOAD 0 1 LBB DL AT ENDS OF WALL 1 5❑ LBB RESISTIVE MOMENT 62.9 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Pape 8 DAVID WEEKLEY HOMES 7894 MODEL SUMMERBROOK - LOT 1 3 SHEAR WALL CALCULATIONS - SEISMIC REVIEWED BY: APRIL 30, 2019 PARAMETERS: SINGLE FAMILY HOME DESIGN WIND SPEED: 135 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: D CODE & DESIGN STANDARD: 2015 IBC CH. 1 609, ASCE 7-10 CH. 26-30 4 MULHERN + KULP residential structural engineering V, MULHERN+KULP RESIDENTIAL STRUCIURAt. ENGINEERING 2)11 flroak.*,Ilk AS.tlwu3mg 4•Ambler.PA 15052 p VS 64858)•m0Semfulp can PROJECT NAME: 7B94 MODEL DAVID WEEKLEY M&K PROJECT #: 211-1E3020 ENGINEER: NJD DATE: 30-AUG-1 B SEISMIC CALCULATION - ASCE 7-10 SEISMIC DESIGN CATEGORY: BUILDING PERIOD DETERMINATION: USER INPUTS: USER INPUTS: SITE CLASS I D I BUILDING PERIOD COEFFICIENT,0., I 0.020j SPECTRAL RESPONSE ACCELERATION 0.2 SEC, 55 I O.9B7-J LONO'PERIOD TRANS PERIOD,TL(BEC) 111111.11111113 SPECTRAL RESPONSE ACCELERATION 1.0 SEC, S 1 I 0.4241 HT.ABV BASE TO HIGHEST LEVEL,h„ I 1 71 OCCUPANCY CATEGORY 1111111111.11 CALCULATED VALUES: VARIABLES: APPROXIMATE FUNDAMENTAL PERIOD.T,,.T I 0.1 67 I SITE COEFFICIENT,FA 1.1 1 To I 0.1 23 SITE COEFFICIENT,FV 1.513 T. I 0.613 ' CALCULATED VALUES: SPECTRAL RESPONSE ACCELERATION,S.(D) I 0.729 I MAXIMUM SPECTRAL RESPONSE ACCELERATION,SRR 1.094 MAXIMUM SPECTRAL RESPONSE ACCELERATION,SNI 0.670 DESIGN SPECTRAL RESPONSE ACCELERATION,S.. 0.729 DESIGN SPECTRAL RESPONSE ACCELERATION,S•, 0.447 SEISMIC DESIGN CATEGORY(SHORT TERM) Q SEISMIC DESIGN CATEGORY(1.0 SECOND TERM) EQUIVALENT LATERAL FORCE PROCEDURE DL OF EXT WALL DEAD LOAD CALCULATION: TRIBUTARY TO LEVEL LE STORY HT.(FT.) ARFA(FT°) DEAD I DAO(PBF) (KIPS) VETOTAL LEVEL DL 1 - 9.0 MEMO IMIErall 17.7 52 K 2 6.0 c INIEMIN MEM 7.5 - 31 K 3 0.0 MINE11111 UWE= -0.0 0 K 4 0.0.., 0.0 0 K .. - 50�0. `` 0.0 0 K 6 O.0 e • 111111111.21101 0.0 0 K 7 gillialin 11111111101111. 0.0 0 K BS 0.0 • 0.0 0 K 9 0.0 11111111MI 11111.011111 0.0 0 K 10 „ 0.0 0.0 0 K TOTAL DEAD LOAD OF STRUCTURE m KIPS SEISMIC RESPONSE COEFFICIENT: TRANSVFRRFLONGITUDINAL J RESPONSE MODIFICATION FACTOR,R I.... 6.5 ] 1111313101 OCCUPANCY IMPORTANCE FACTOR,IE I 1.00 I 1.00 SEISMIC RESPONSE COEFFICIENT.C. I D.1 1 2 I 0.1 1 2 BASE SHEARS: ULTIMATE LOADS X 0.7= ALLOWABLE LOADS TRANSVERSE LONGITUDINAL TRANSVERSE 1.1215181SLOJBAL I 9 IK I 9 IK I 7 IK I IK STORY SHEAR CALCULATION: DISTRIBUTION EXPONEN 1.00 I // ULTIMATE LOADS X 0.7= ALLOWABLE LOADS TPANSVFRSE LONGITUDINAL TRANSVERSE LEILLEUILUISSAL LEVELVERT.DIRT.FACTOR.C._ STORY SHEAR.F„ STORY SHE R.Fi STORY SHEAR.r, I STORY SHEAR STORY SHEAR.F.. T.STORY SOFAS 1 0.474 4.4 K 4.4 K 3.1 K 6.5 K 3.1 K 6.5 K 2 0.526 4.9 K 4.9 K 3.4 K 3.4 K 3.4 K 3.4 K 3 0.000 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 4 _ 0.000 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 5 0.00 0.0 K 0.0 K 0.0 _ K 0.0 K 0.0 K 0.0 K 6 0.00 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K 7 0.00 0.0 K 0.0 K 0.0 K 0.0 X 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 0.0 K 0.0 K 0.0 K • 0.0 K Page 1 of 1 UNE OF FLOOR BELOW r I 15-0' 3'-9' 1, y 3-0 5-0 SH 4-0 5-0 FX 3-0 55-0 0 1-0' 0 7'-0' B r-0' 1 OWNER'S kM.'Z> + RETREAT t Z Os' 9-0 GLG. ii 2'-0- (T,P.) 4. g-o- —2, 3'-6' 2'-0- c0.11- o410 A 10 r, i µ 2-4 n -6 i1 1 „r SEttc, 1 � OWNER'S lor 3.�c`` a` BATH le 3 ; 2R2S b7-0 CLG.�A ..,3 77" ____ b 4'-4- .1111rS0- j"� 4'-4- m i3 Illijr M IRIS I X71 0 T-1 IRIS `=a Yr zXc t -©.K- _ / 5'-3- /2-6-/ 4'-11- / t / 12-6- / 4. SECOND FLOOR NOTE: ALL 2ND FLR. 8'-0" UNLESS NO- • IV-s. 04 -\0Z- k. DINING r ow-brit-Om i --- (—.141-1.V - -51,C.)-4•-5-- �� kkiosk to 1,2.-10. 4, 3�-8 y (-0" 2.-2'. 1 1 F I I I I pQ WN j ... h Z 12.451` = o0r cl0 , 2•-0' 2' 7-10. 564.L esic '. h 6S'` 2.4 Y 3 KITCHEN 5 SHEi�OVQ1/1114 • 4'-10• a3'-6• f<• STUDY OPT..>RO HB+- leS. GENERAL REQUIREMENTSo7-e' 41.111"°----1111- 11.1.71:11 9OPFD SURFACE R ECUIRBIENTS *Pt I.1411- I.0'4 ALE PAIROS TO SLOPE 1/4'PER FOOT GARAGE FLOOR TO 8E SLOPED I/8•PER FOOT TOWARDS VEFAQE EN1RY DOOR Tc L.I "' ,.• 4•-9. I, 3'-6. j, 4'-. ROOF DECKS MD BALCONIES TO BE SLOPED 1/4•PER FOOT TOWAROS REl&F POINTS ..' �1 12'-8, '..- / RANUNG REQUIREMENTS. N. Z FINISHED HANDRAIL REWIRED AT STAIRS YAMH 4 OR MORE RISERS w r MASHED HAE4ORAIL HEIGHT BETWEEN 34'AND 36•MEASURED VERTICALLY ABOVE TREAD ♦+� NOSING I FINISHED GUARDRAILS ARE REQUIRED AT DECKS,BALCONIES,AND WALKWAYS THAT ME OVER 30'AND MUST BE AT A 18MYI M OF 36'VI HEIGHT 4' FINISHED GUARDRAIL AMI HANDRAIL SPINDLES MUST BE SPACED So A 4•WHERE WILu, 4• NOT PASS 1HROUG H / 17-0' FIRST FLOOR NOTE: ALL 1ST FLR. 9'-O" UNLESS NO- 1111' MULHERN + KULP residential structural engineering PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 201 : 2ND - SIDE EXT. WALL OF ❑.BATH / ❑.RETREAT SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, 1.-I FT. WALL LENGTH, L 36.0 FT. QUALIFYING WALL LENGTH, L 33.0 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 700 LBS < 4302 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 13.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 810 LBS RESISTIVE MOMENT 104.4 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 202: 2ND - REAR EXT. WALL OF 0.RETREAT/RETREAT/BD#4 SHEARWALL PROPERTIES: WALL HEIGHT, H 13.0 FT. MAX WALL OPENING HT, HC 5.0 FT. WALL LENGTH, L _ 37.0 FT. QUALIFYING WALL LENGTH, L 16.5 FT. SHEARWALL ASSEMBLY [ P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY L1700 LBS < I 3316 LBS SHEARWALL ASSEMBLY SPECIFICATION ����,JJJ P1 - 1-SIDE 7/16" OSB FASTENED W/ HD NAILS AT 6"0.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL _ 406 1PLF OVERTURNING MOMENT 13.6 1K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 536 J LBS RESISTIVE MOMENT 268.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 1 1 44 i4 MULHERN S. KULP STPUCT UR A 4 E N G 1 N E E A I N O PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJ DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 203: 2ND - SIDE EXT. WALL OF BD#4/HALL/BATH #3 SHEARWALL PROPERTIES: WALL HEIGHT, H B.0 F . MAX WALL OPENING HT, Ho 0.0 FT. WALL LENGTH, L 36.0 FT. QUALIFYING WALL LENGTH, L 36.0 FT. SHEARWALL ASSEMBLY L___ P1_ CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY r1700 LBS < 8604 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/18n 058 FASTENED W/ BD NAILS AT 6°0.C. PANEL EDGES & 1 2°0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 13.6 K-F1- UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 1624 LBB RESISTIVE MOMENT 130.8 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 204: 2ND - FRONT EXT. WALL OF BATH#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L _ 5.3L FT. QUALIFYING WALL LENGTH, L 5.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 400 1LBS < 1274 LBS S HEARWALL ASSEMBLY SPECIFICATION P1 - 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 406 PLF OVERTURNING MOMENT 3.2 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 404 LBS RESISTIVE MOMENT _._ 7.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 2 ' NIULHERN a KULP B * ra u C t 4 Ff n 6 E N D I N E E H I N G PROJECT NAME: DAVID W EE KLEY HOMES 7894 MODEL M&K PROJECT #: 211-1E1020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 205: 2ND - FRONT EXT. WALL OF BD#3 SHEARWALL PROPERTIES: WALL HEIGHT, H B.0 FT. MAX WALL OPENING HT, He 5.0 FT. WALL LENGTH, L 1 2.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY ( P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 500 LBS < 1046 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 4.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 202 LBB RESISTIVE MOMENT 1 1.7 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 206: 2ND - FRONT EXT. WALL OF OWNER'S WIC SHEARWALL PROPERTIES: WALL HEIGHT, H 13.0 FT. MAX WALL OPENING HT, HC 4.0 FT. WALL LENGTH, L 12.7 FT. QUALIFYING WALL LENGTH, L B.2 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO LBS < [ 1 51 4 JLBs SHEARWALL ASSEMBLY SPECIFICATION ---999 P1 - 1-SIDE 7/1611 OSB FASTENED W/ 80 NAILS AT 6"O.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 6.4 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 436 LBB RESISTIVE MOMENT 34.3 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 3 •� , MULHERN KULP S T R V C T V R .L E N G I N E E R N G PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211 -18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL XXX: - NOT USED SHEARWALL PROPERTIES: WALL HEIGHT, H 0.0 FT. MAX WALL OPENING HT, H1 0.0 FT. WALL LENGTH, L 0.0 FT. QUALIFYING WALL LENGTH, L 0.0 �FT. SHEARWALL ASSEMBLY L PO_ CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY LJLBS ##### #DIV/O! LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1 -SIDE 7/1 611 058 FASTENED W/ BD NAILS AT 6110.0. PANEL EDGES & 12"0.0. PANEL FIELD - UNBLOCKED #DIV/O! OVERTURNING EVALUATION: RESISTIVE DL _ 0 PLF OVERTURNING MOMENT 0.0 1K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 0.0 ]K-FT K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 1 0 1 : 1ST - SIDE EXT. WALL OF STUDY/KITCHEN SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC ❑.❑ FT. WALL LENGTH, L 31.5 FT. QUALIFYING WALL LENGTH, L 31.5 jFT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2500 LBS < 7529 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-BIDE 7/1611 OSB FASTENED W/ BO NAILS AT 61113.C. PANEL EDGES & 12"13.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 332 PLF OVERTURNING MOMENT 22.5 K-FT HOLD DOWN DESIGN LOAD 0 LBB DL AT ENDS OF WALL 350 LBS RESISTIVE MOMENT 15E1.2 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 4 MULHERN E. KULP sTaucrue+AL ENGIN aiEFliNG PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 02: 1ST - REAR EXT. WALL OF DINING ROOM SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 6.0 FT. WALL LENGTH, L 15.5 FT. QUALIFYING WALL LENGTH, L 7.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1000 '.LBB 1235 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 6&0.C. PANEL EDGES & 1 211O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 160 PLF OVERTURNING MOMENT 9.0 K-FT UPLIFT CONNECTOR DESIGN LOAD O LBS DL AT ENDS OF WALL 1 50 LBS RESISTIVE MOMENT 19.4 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 04: 1ST - REAR EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 19.0 FT. QUALIFYING WALL LENGTH, L 19.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 000 LBS < 4541 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-8IDE 7/16° OSB FASTENED WI BD NAILS AT 6110.C. PANEL EDGES & 1 2°O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 41 5 PLF OVERTURNING MOMENT 10.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 26B LBS RESISTIVE MOMENT 72.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 5 i ' MULHERN KULR STRUCTURAL ENGINEERING PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 30-APR-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, H 0.0 FT. WALL LENGTH, L 33.0 FT. QUALIFYING WALL LENGTH, L 33.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO LBS < 1 7857 'LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED WI BD NAILS AT &O.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 8.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 100 LBS RESISTIVE MOMENT 68.6 K-FT HOLDOWN CAPACITY 0 LBB HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 1 0 6: 1ST - FRONT EXT. WALL OF BATH #2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 4.B FT. QUALIFYING WALL LENGTH, L 4.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY _.. 500 LBS < 1 1 54 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-BIDE 7/1611 OSB FASTENED WI BD NAILS AT 6'0.C. PANEL EDGES & 1 2eO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 4.5 K-FT HOLD DOWN DESIGN LOAD 0 LB5 DL AT ENDS OF WALL 784 LBS RESISTIVE MOMENT B.7 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 6 1 MULHERN a KULP T AUC T U R.,1. E N C Y N E E R N G PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211-18020 ENGINEER: NJD DATE: 3D-APR-1 9 SHEARWALL DESIGN SUMMARY r7 SHEARWALL 1 ❑ I : 1ST - FRONT EXT. WALL OF BD#2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 6.0 FT. WALL LENGTH, L 12.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY r P1 7 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700 LBS < 988 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16° OSB FASTENED W/ BD NAILS AT 6&13.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 285 PLF OVERTURNING MOMENT 6.3 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 392 LBS RESISTIVE MOMENT 24.4 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 ❑B: 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 L 12.7 FT. QUALIFYING WALL LENGTH, L 6.2 FT. SHEARWALL ASSEMBLY F P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1000 1LB5 < I 1009 LBS SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1-SIDE 7/1 611 OSB FASTENED WI SD NAILS AT 6'0.C. PANEL EDGES & 1 2°D.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 9.0 K-FT HOLD DOWN DESIGN LOAD O LB5 DL AT ENDS OF WALL 678 LBS RESISTIVE MOMENT 44.3 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 7 MULHERN 8. KULP B T R U C T Ld R a 4 ENEEHINU PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 211 -1B020 ENGINEER: NJD DATE: 30-APR-1 9 SHEARWALL DES/GN SUMMARY SHEARWALL 1 09: 1ST - SIDE INT. WALL OF GARAGE BY BATH #2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H" 0.0 FT. WALL LENGTH, L 14.7 FT. QUALIFYING WALL LENGTH, L 14.7 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1200 LBS G r 3506 —I SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ BD NAILS AT 6&D.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 10.8 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 150 LBS RESISTIVE MOMENT 42.9 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 1 0: 1ST - SIDE INT. WALL OF GARAGE BY FAMILY ROOM SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, MC 0.0 FT. WALL LENGTH, L 17.8 FT. QUALIFYING WALL LENGTH, L 17.8 FT. SHEARWALL ASSEMBLY l_ P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2000 LBS 4261 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-sIDE 7/16" OSB FASTENED W/ SD NAILS AT 6&O.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 18.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 150 LBS RESISTIVE MOMENT 62.9 K-FT HOLD OWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 8