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Specifications l3 MULHERN- KUI.P ,��� �' RESIOENT{At 300 Brookside Avenue,Building 4,Ambler,PA 19002 p 215-646-8001 - mulhernkulp.com RECEIVED JUL 2 2 2U20 CITY OF TIGARD BUILDING DIVISION Calculation Package March 25, 2020 David Weekley - Portland 7894 Model - Lot 68020003 Oregon `aFp PROF�9 ��5 �aGIN�F9 J/�2 MULHERN & KULP STRUCTURAL ENGINEERING, INC. 93737PE 9� Prepared By: /'l • Noah E.Humberston Staff Engineer ?� ��OOREGON9, Nicholas J. Martignetti,P.E.,S.E. Project Manager y�l <y 10 Zo �� qs d' PtJ20 EXPIRESs:9°iti?��Jgate P.IClient Fitesl211-David Weekley-PORI2018118020-7894 Modell Lot Specs I tot 681300031Design 17894-Calculation Cover Sheet-Master Source Doc,doer PROJECT NAME: 7 B 9 4 MODEL 44 DAVID WEEKLY - POR MULHERN + KULP M&KPROJECT : 21 ieaz❑ residential structural engineering ENGINEER: NJD DATE: 3I-AUG-18 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: Z*4 5L\Z Z-& — j l70i Nr p,>A2.._G. is&.. PARAMETERS: L = L. o FT f W = KLF I I I , P = K ANALYSIS: s R. = FJ•IDS K Vo = 1K < Vwu= M y.— K 4 ADEQUATE _IMHnx = 1•(03 �K-FT < Mau = 1.1`1 IC-F-r- 1 `� ADEQUATE An. = ®.\(ps IN. U ZC`< L/240 1E1 ADEQUATE BEAM DESCRIPTION: DOOR HDR @ ENTRANCE TO STUDY PARAMETERS: L = L4.83 J,-, -----1- - i W = L0.795 JKLF P = — IIK ANALYSIS: 'I RM.x = 1.92 J K Vo = — K < = L3.5 JK IN/1 ADEQUATE frimAx = L2.32 JK"FT < MpiL. = L3.17 JK-FT E ADEQUATE A-- = L0.143 IN. uL406 J< L/240 C VrADEQUATE 4x8 SEAM DESCRIPTION: 1 z_ i(il"tcs — 6062. C..e.J. 1Zp IZ{yF z 1✓l PARAMETERS: L = ZO Fr W = fl•1S KLF P = 1 K ANALYSIS: Rm. = I . S K Vo = - K < V«,= Q'•-13 K El ADEQUATE MuAx = ,``S'r, K'FT < M,•,_ = r I O. 17 K-F- ADEQUATE A = O.t. K'k lIN. L// I.f q� < L/240 ADEQUATE xk2 1 PROJECT NAME: `7894 MODEL D�, MULHERN + KU WEEKLYPOP residential structural engineeriLngP M&K PRDdEDT #: 2 2 1 1 1 1 -1 80202❑ ENGINEER: NJD DATE: 3 1-AUG-1 B BEAM & HEADER CArLCULATIONS BEAM DESCRIPTION: 2_44- F1 .- FM-(,- 1 LbWI{ Sm.- €- t 41rti- PARAMETERS' . L = I Sg,t„r>J F-1- W = I ©•R1 KLF a. 4 b. P = K r S.S' 15.11 6 L-41.4- ANALYSIS: __ 1 R._.N, = �(( ,\:LTC- K Vp = — K < V„LL = 1�y.Gt-k K H✓ ADEQUATE MH,i.., - Z"t.S73 K-FT < MALL = 31 .1 I K-FT ADEQUATE An- = 1 O.Ltt4 11s1. L/' 4ZZ. l< L/240 107 ADEQUATE ; BEAM DESCRIPTION: 1 &( _ (-Lru,sk gm P_ t' - - �7 PARAMETERS: i L = Ilas ! /I W = a o.q KLF a. VZ� tsT' P = 7.143 K 6k g,Cgl4- ANALYSIS: R.,,,�, = p 4 ‘{{... K Vo = [ - K < v, = 1G,q)...( K ADEQUATE MM,, = Zs, -\ K-FT < MA,,,,= M 11.1 l K-FT ADEQUATE I ''II A, = "I 0.46.1 I IN. L/ Zs < L/240 Er ADEQUATE CZ" +3/ s )( 16'' L_ l_ BEAM DESCRIPTION: 7__"4- _,1„... VlZ(1-lCg — fit 1ZIr-4. cZrj t w,n3JaJ 1;o2 t_, F-'ewAtl- PARAMETERS: L = Lf FT I I I I I W = e 1-o `KLF P = _ K ANALYSIS: - R...A„ = Z. `(� K ve = — K < V,.,,,, = 5;L(3 K Ei ADEQUATE MMAR = Z-O K-FT < MAt.i = 6.5-] K-FT 'ul ADEQUATE ATI-= r__ p,pl IN. L/ 1�t9.0� < L/240 ADEQUATE Is PROJECT NAME: 7894 MODEL A A DAVID WEEKLY - POP residential MULHERstructuralN +engineeringKULP M&K PROJECT#: 21 1 - 18❑2❑ ENGINEER: NJD DATE: 3[-AUG-7 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: Z-.< � L czr" ,_ LIJT, µ�IZ e.A PARAMETERS: L = 3 1FT W = L.633 JKLF — P — IK ANALYSIS: Ra" = L.949JK Vo = — 1K < VwLL= 7. 5j K ADEQUATE Manz = L.712 JK-FT < Mw`L = 1.12 K-F1- I� �/I� ADEQUATE Or.. = P.O\ IN. Ll l t 1.J < L/240 ���--'--�A� ADEQUATE L4 BEAM DESCRIPTION: (3? - a y-q p t. ) 55>es Z PARAMETERS: L6 r - W = 0•rp VKLE P = K ANAI YRIR• Rawx= ._'•B K Vp = K < Vw«= P Y K ADEQUATE Mawx = ?. 1 K-FT < Mw.. 2.7 6 K-FT ADEQUATE _ O. 1 IN. L/ I 7,01C V240 ' ADEQUATE 1-1 Y. P PROJECT NAME: 7894 MODEL DAVID WEEKLY - PO�' MULHERN + KULPg M&KPRDJECT#: 211 - 18020 resldantiel structural engineering ENGINEER: NJD DATE: 3 1-AUG-1 5 BEAM & HEADER CALCULATIONS fLZ .s— Z -- BEAM DESCRIPTION: \"�T 1' Ft21"-C C fj .JL. FaM• v.4 Z.w•A• PARAMETERS: L = 4 FT W = %. Zfp (KLF i 1 P = qK ANALYSIS: R. = Z..SL 'K Vo = 6 — K < V.„= s.Os K Fi ADEQUATE MrA.. = I C..57_ K-FT < Mnu = V 2n.6 I K-FT � ADEQUATE ..+ram= 1 Ef•L�`•l .IN. L/ Ll9 ^Wt l< L/24❑ 0 ADEQUATE BEAM DESCRIPTION: 11T (-L1Z c"ljt.4_6.- gM (SE *-a3 wIX1-4..1V t cfl-(Lr. 12M. w/oZ.I.:.A . PARAMETERS: L = G7_JFT r I I 1 W = .1-.15 IKLF P = _ K A.;ALYS IS: / Rwnx = ,:-- _�K Vo = K < V., = 7.OSe" rK ✓ ADEQUATE 6 MM„ = M Z. p` O3,r 1K-FT < M„ . = Z. .1 K-FT ADEQUATE ATL = I 0•On 1•( IN. L/ -7Z < L/240 2. ADEQUATE a ,c[ L. V BEAM DESCRIPTION: \SY (ZcZ v--Q/1,,ey - L'•trA„` %j"--- C 1 .,t rC4.4 3 /S 61- )ISM N t IJr& PARAMETERS; 1 L = _ - I-r IFT "' W= �jS KLF i P = K ANALYSIS' rI I�I V I RM„ 7_ x = 1 1. ,' K Vo = VA,< V. = S.OS 11K IC ADEQUATE M HIOC= Z u.I Li K-FT < M. = (..Z 6 K-FT rl ADEQUATE It A,= C 0.106 IN. L/+ -ICI 2. < L/240 ADEQUATE 4 � g I PROJECT NAME: 7894 MODEL �' DAVID WEEKLY - POR MULHERN + KULP M&KPROJECT #: z \ ieoz❑ residential structural engineering ENGINEER: NJD DATE: 31-AuG-1 t3 BEAM & HEADER CALCULATIONS BEAM DESCR/PT/ON: e- S�`Qt►ZS PARAMETERS;_ L = 10 IFT 1 W KLF P = . 2..S K ANALYSIS: R„,•� = 6 7IbS I K V, = K < VAu = 1 ZZ K F I ADEQUATE Mnwx = L K-FT < MALL. = Z•5 K-FT " ADEQUATE �rt = II b IN. L/ 3 S0 < L/240 4 ADEQUATE (.v 1--5 t o sea vES F.s BEAM DESCRIPTION: 2,10- - St bE. 1 l>.A-. PARAMETERS: L = 3 FT W KLF 10`. Gr) p Z ANALYSIS: I- Rt,Ax =- S1IZ. K. Vp = u.ZIP K < VALL =/ S.QZ�K ADEQUATE ^M rnAx - K-FT < MALL = 6 OT K-FT ADEQUATE '.v = 0•07_ IN. L/ \04-1.04 < L/240 •-/i ADEQUATE Co XIO DAVID WEEKLEY HOMES 7894 MODEL - 68020003 ❑R SHEAR WALL CALCULATIONS - WIND REVIEWED BY: NJD MARCH 26, 2020 PARAMETERS: SINGLE FAMILY HOME DESIGN WINO SPEED: 135 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: D CODE & DESIGN STANDARD: 2075 ISC CH. 1609, ASCE 7-10 CH. 26-30 04, MULHERN + KULP residential structural engineering V, MULHERN+KULP RESIDENTIAL SIRUCIURAL ENGINEERING 3W Brcuk;.Jo Asp eeem 4•Amble,,PA 19512 p Ill 5Se RAI•irrrv!,nrl,ecue PROJECT NAME: 7E194 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: N.ID DATE: 30-Aura-I B WINO DESIGN SUMMARY PER ASCE 7-I 0 PARAMETERS: ROOF GEOMETRY: E6UILDING GEOMETRY; WINO SPEED 135 TRANS. ROOF PITCH 6 :12 LENGTH 56 FT EXPOSURE CATEGORY 6 LONG. ROOF PITCH 9 :I2 WIDTH 45 FT RISK CATEGORY II MEAN ROOF HEIGHT. M 24.DC FT NUMBER OF STORIES 2 WIND DIRECTIONALITY FACTOR, K5 0.B5 TOPOGRAPHIC FACTOR. K,_, 1.0❑ GUST FACTOR. G 0.155 DESIGN TYPE .`+AS❑ TRANSVERSE DIRECTION (PERPENDICULAR TO MAIN RIDGE LINE) "R IBIIT4RY DFglyry A9F4a TRIBUTARY DESIGN I DADS' l t!n AHRa6 ID.SWI FLOOR'TO- *rr.TIG�N Svrr/ON v LFvrl Roos HEIRHF A 0 © A 0 B 2 e FT Roof Surface 0 298 0 sq ft Story Shaer 0.00 7.06 0.00 kips Wall surface 0 241 0 sq ft Total Sheer 0.00 I 7.06 0.00 kips 7.06 kips l 9 LT Roof Surface 0 173 100 sq 4 ---- --- _.-.-. Story Shear 0.00 8.76 I 1.05 kips Wall surface 0 435 0 sq 0 Total Shear 0.00 15.82 1.05 kips 16.87 kips F NU Roof Surface 0 0 0 sq ft Story Shear 0.00 4.02 0.00 kips Wall surface 0 252 0 sq 0 Total Shear 0.00 19.84 1.05 kips 20.89 kips Al J N Tf I INNAI�_RECTION (PAR6KLFL TO MAIN RIDGE LINEf i -RIBIITARY DFRIGN ABEAMTRIBUTARY OPBION LOAD B„ F rzrtr TO- l (O'BWt 011,HR+IP F ao HOT.TIO 5T,TITIN I Fvvl HEIGHT A 0 9 A O B 2 e Roof Surface '0 63 0 sq It Story Shear 0.00 6.26 0.00 kips Well surface 0 352 0 sq ft ,lNs, Total Shear 0.00 6.26 0.00 kips 6.26 hips 2 e Fr Roof Surface 0 0 0 so ft h} 1- Story Shear 0.00 16.20 0.00 kips Wall surface 0 405 0 sq N Total Shear 0.00 12.46 0.00 kips v 12.46 kips FND Roof Surface Rai ygfl � }s ` � E Story Shear 0.00 I 3.09 0.00 kips Wall surface ='. I I t ft 1 A - I Total Shear 0.00 15.55 I 0.00 kips - 16.55 kips FA 4 Wlr to Page 1 of MULHERN + KULP residential structural engineering PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 802D ENGINEER: NJD DATE: 07.BEP'1 El SHEARWALL DESIGN SUMMARY SHEARWALL 20 1 : 2ND - SIDE EXT. WALL OF O.BATH / D.RETREAT SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. Max WALL OPENING HT. H0 4.0 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 355❑ (Les G 6046 Lee SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 O5B FASTENED W/ BD NAILS AT 6"D.C. PANEL EDGES & 1 2'O.C. PANEL FIELD ' EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE OL 134 I PLF OVERTURNING MOMENT 2E1.4 IC-FT HOLD DOWN DESIGN LOAD 0 LBS ❑L AT ENDS OF WALL B 1❑ LBS RESISTIVE MOMENT 1 04.4 K•FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 202: 2ND - REAR EXT. WALL OF O.RETREAT/RETREAT/8D#4 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. Max WALL OPENING HT, HC 5.0 FT. WALL LENGTH. L 56.0 FT. QUALIFYING WALL LENGTH, L 22.9 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3150 LEIS < 7056 Lee SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16a ❑SB FASTENED WI BD NAILS AT 6'O.C. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT I81.0 K-FT HOLD DOWN DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 536 LBS RESISTIVE MOMENT 600.0 K'FT HDLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLD OWN REQUIRED r,E MULHERN 8 F{ULR R Ll c TUNA,- F N O N D PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: NJD DATE: 07-S EP-I B SHEARWALL DESIGN SUMMARY SHEARWALL 203: 2ND - SIDE EXT. WALL OF BD#4/HALL/BATH #3 SHEARWALL PROPERTIES; WALL HEIGHT. H 8.D FT. MAX WALL OPENING HT. Ho 0.0 FT. WALL. LENGTH, L 38.0 FT. QUALIFYING WALL LENGTH, L 38.0 Fr. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION; TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3550 LBS < 12768 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16a OSB FASTENED WI BO NAILS AT 610.C. PANEL EDGES & 1 2110.c. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 28.4 IK-FT UPLIFT CONNECTOR DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 1200 LSS RESISTIVE MOMENT 128.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLD OWN REQUIRED SHEARWALL 204: 2ND - FRONT EXT. WALL OF BD#5 SHEARWALL PROPERTIES: WALL HEIGHT. H 8.0 FT. MAX WALL OPENING HT, He 5.0 FT. WALL LENGTH. L 19.3 FT. QUALIFYING WALL LENGTH, L 10.4 FT. SHEARWALL ASSEMBLY PI CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700 LBS G 2436 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ 80 NAILS AT 6i10.C. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE OL 423 PLF OVERTURNING MOMENT 17.0 K-FT HOLD DOWN DESIGN LOAD ❑ LBS OL AT ENDS OF WALL 404 LBB RESISTIVE MOMENT 78.2 K:FT HOLDOWN CAPACITY O LBS HOLD-DOWN SPECIFICATION NO HOLD OWN REQUIRED Papa 2 1 M 8 ULHERN ‘ KUL 9 T iV U C T lJ FI A L E N D R N B E P 1 N n PROJECT NAME: D A V I D W E E K L E Y HOMES 7694 MODEL M&K PROJECT #: 21 1-1 E02❑ ENGINEER: NOD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 205: 2ND - FRONT EXT. WALL OF BD#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 6.0 FT. Max WALL OPENING HT. H, 5.0 Fr. 1 WALL LENGTH, L 12.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1000 1LB2 < 1470 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" DSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 9.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 202 LBs RESISTIVE MOMENT 1 1.7 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION f NO HOLDOWN REQUIRED SHEARWALL 206: 2ND - FRONT EXT. WALL OF OWNER'S WIC SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. Max WALL OPENING HT, NC 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 r1 400 _ LBS < 2129 LOS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" ❑SB FASTENED W/ SD NAILS AT 6"0.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED APED DATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 22.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS ❑L AT ENDS OF WALL 436 LBS RESISTIVE MOMENT 34.3 K.FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED PAI 3 � ' MIJLHERN S. KULP "R"DTI„' _ NA,NeEF,IND PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 802O ENGINEER: NJD DATE: 07-SEP-1B SHEARWALL DESIGN SUMMARY SHEARWALL 1 01 : 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 S400 1LBs < 10554 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" ❑SB FASTENED W/ 9D NAILS AT 64O.C. PANEL EDGES & 1 211O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE OL 332 PCP OVERTURNING MOMENT 10❑.5 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 350 LB9 RESISTIVE MOMENT 1 5E1.2 K-FT HOLDOWN CAPACITY 0 i LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 02: 1ST - REAR EXT. WALL OF DINING ROOM SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. WALL LENGTH, L 15.5 FT. QUALIFYING WALL LENGTH, L 7.0 FT. SHEARWALL ASSEMBLY P 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 45❑ LIs < 1 736 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ SD NAILS AT 6110.C. PANEL EDGES & 12110.0. PANEL FIELD - EDGES BLOCKED ADEQUATE- OVERTURNING EVALUATION: RESISTIVE DL 160 PLF OVERTURNING MOMENT 19.3 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL I50 LBS RESISTIVE MOMENT 19.4 N.-FT HOLOOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Papa t NAULHEHN_ KLJLP T B T t,D A` PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 6020 ENGINEER: NJD DATE: 07-SEP-I B SHEARWALL DESIGN SUMMARY SHEARWALL 1 04: 1ST - REAR EXT. WALL OF GARAGE SHEARWALL PROPERTIES; WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, H,. ❑.❑ FT. WALL LENGTH, L 19.0 FT. QUALIFYING WALL LENGTH. L 19.0 FT. SHEARWALL ASSEMBLY PI CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2550 LBO < 63E14 LEIS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ 00 NAILS AT 6"0.0. PANEL EDGES & 12°O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE OL 463 PLF OVERTURNING MOMENT 75.0 K-FT UPLIFT CONNECTOR DESIGN LOAD C LBS OL AT ENDS OF WALL 572 LBS RESISTIVE MOMENT 85.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 ❑5: 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 33.0 FT. QUALIFYING WALL LENGTH, L 33.0 FT. SHEARWALL ASSEMBLY P 1 CAPACITY EVALUATION: TOTAL. SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2500 I LBS < 1 1 OBS LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED W/ B❑ NAILS AT 6'0.C. PANEL EDGES & 1 21IO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE-. OVERTURNING EVALUATION: • RESISTIVE DL 329 PLF OVERTURNING MOMENT 85.0 K-FT HOLD DOWN DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 1 00 LBS RESISTIVE MOMENT 164.2 K-FT HOLOOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Palle II � ' NIAULHEFRN 1-CULP B T fa LI C T u ri AL a PilaINEE riENI7 PROJECT NAME: DAVID WEEKLEY HOMES 7E394 MODEL M&K PROJECT #: 21 1-1 SO20 ENGINEER: NJD DATE: 07-SEP-1B SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑6: 1ST - FRONT EXT. WALL OF BATH #2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 ET. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 4.13 FT. QUALIFYING WALL LENGTH. L 4.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO ILBB < 1623 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" ❑SB FASTENED WI SO NAILS AT 6'0.0. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE OL 506 PLF OVERTURNING MOMENT 1 6.5 K•FT UPLIFT CONNECTOR DESIGN LOAD 1631 LBS DL AT ENOS OF WALL 784 LB3 RESISTIVE MOMENT 8.7 K'FT HOLDOWN CAPACITY 5150 LBS HOLD-DOWN SPECIFICATION SIMPSON STHD14RJ HOLDOWN FASTENED WI 36-1 6D NAILS SHEARWALL 1 07: 1ST - FRONT EXT. WALL OF BD#2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC _ 6.0 FT. WALL LENGTH. L 12.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1100 Llis G 1386 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W/ BO NAILS AT 6'O.C. PANEL EDGES & 12110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 285 PLF OVERTURNING MOMENT 21.3 K-FT HOLD DOWN DESIGN LOAD 0 LBS OL AT ENDS OF WALL 392 LBB RESISTIVE MOMENT 24.4 K.FT HOLDOWN CAPACITY O LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED VA-7 1 MULHERN a KULP F1 1-f V C T URAL E N D I N 5 5 A IN D PROJECT NAME: D A V I D W E E K L E Y HOMES 7894 MODEL M&K PROJECT #: 21 1-1 802O ENGINEER: NJD DATE: 07-S EP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑S: 1ST - FRONT EXT. WALL OF STUDY SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H, 6.0 FT. N WALL LENGTH, L 12.7 FT. QUALIFYING WALL LENGTH, L 6.2 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1400 LBS 1419 Les 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 ADECUATE OVERTURNING EVALUATION' RESISTIVE DL 506 PLF OVERTURNING MOMENT 55.9 K-FT UPLIFT CONNECTOR DESIGN LOAD 920 LBS DL AT ENDS OF WALL 679 LBB RESISTIVE MOMENT 44.3 K-FT HOLDOWN CAPACITY 5150 LBH HOLD-DOWN SPECIFICATION SIMPSON STHD14RJ HOLDOWN FASTENED WI 38-1 6D NAILS SHEARWALL XXX: - NOT USED SHEARWALL PROPERTIES: WALL HEIGHT, H 0.0 FT. MAX WALL OPENING HT, HC ❑.D 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/O! LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1-SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - UNBLOCKED #DIVIO! OVERTURNING EVALUATION: RESISTIVE DL 0 PLF OVERTURNING MOMENT #DIV/O! KFT HOLD DOWN DESIGN LOAD D LBS DL AT ENDS OF WALL 0 LB5 RESISTIVE MOMENT 0.❑ K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Pawn: DAVID WEEKLEY HOMES 7894 MODEL - 68020003 OR SHEAR WALL CALCULATIONS - SEISMIC REVIEWED By: NJD MARCH 26, 2020 PARAMETERS: SINGLE FAMILY HOME DESIGN WIND SPEED: 735 MPH WINO EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: D CODE & DESIGN STANDARD: 2075 IBC CH. 7609, ASCE 7-10 CH. 26-30 4' MULHERN + KULP residential structural engineering y' MULALERN+KULP RESIDENTIAL SINUCFONKL ENGINEERING 700 EltoSkSidE Are,Bulbln9 4•getter,PA 171W: P 215-616 POW a rtedeemede Con, PROJECT NAME: 7894 MODEL DAVID WEEKLEY M&K PROJECT #: 21 1-1 9020 ENGINEER: NJD DATE: 3O-Rue-1 8 SEISMIC CALCULATION - ASCE 7-I C SEISMIC DESIGN CATEGORY' eUIILOIND PERIOD DFTFRMINATION' AISFR I.vpL/T_s: USER INPUTS: SITE CLASS ( D I BUILDING PERIOD COEFFICIENT,C.,. I D.O2Dl SPECTRAL RESPONSE ACCELERATION 0.2 SEC, SS l 0.9671 LONG-PERIOD TRANS PERIOD,TL ISECI I 61 SPECTRAL RESPONSE ACCELERATION 1.0 SEC. B1 I 0.4341 MT,ABV BASE TO HIGHEST LEVEL.Ilv I 17I OCCUPANCY CATEGORY I II I CALCULATED VAI UPS' VARIABLES' APPRnxIMaTE FUNDAMENTAL PERIOD.T,T I 0.1 67 SITE❑❑EFFICIENT.Fa 1.1 1 Tr. 0.123 SITE COEFFICIENT,FV 1.58 T. I 0.613 CA,GUTATFO VALUES' SPECTRAL RESPONSE ACCELERATION,S..ISI I 0.729 l MAXIMUM SPECTRAL RESPONSE ACCELERATION,9PP 1.094 MAXIMUM SPECTRAL RESPONSE ACCELERATION,9, 0.670 DESIGN SPECTRAL RESPONSE ACCELERATION,9e. 0.729 DESIGN SPECTRAL RESPONSE ACCELERATION.B., 0.447 SEISMIC DESIGN CATEGORY(SHORT TERM( SEISMIC DESIGN CATEGORY 11.0 SECOND TERM) EDUIVALENT LATERAL FORCE PROCEDURE OL OF EXT WALL DEAD l TdD f4LOULATION: TRIBUTARY TO LEVEL EVEL STnRT HT (FT( ARK,71T`l pro-,I nen 1P9cj )KIPS( L TOTAL I EVEL OL 1 9.❑ 2315 15 17.7 52 K 2 8.0 1370 I7 7.5 31 K 3 0.0 0 0 0.0 0 K 4 0.0 0 0 O.O 0 K 5 0.0 0 0 0.0 0 K 6 0.0 0 0 0.0 0 K 7 0.0 0 0 0.0 0 K 8 0.0 0 0 O.O 0 K 9 0.0 0 0 O.0 0 K ID 0.0 0 0 0.0 0 K TOTAL DEAD Loan DF STRI If.TIIRF I 53 I KIPS SEISMIC RESPONSE COEFFICIENT: T14 OIn."llnT )nnru T.lnlv:.1 RESPONSE.MODIFICATION FACTOR.R I 6.5 I I 6.5 OCCUPANC.V IMPORTANCE FACTOR.IE I I.111J I I 11101 1ir11MR'RESPONSE P.RFFFICIFNT.C I 0.1 1 2 I I 0.1 1 2 I RASE RMFARa. .11 TIMATE LOAD( X 0.7'C A4LOWA9LE 10.40( TRANSveR.E )nNRIT11nwA1 IR+N.„FP,F (PNRITIIPINAI I 9 IK I 9 I K 'IK 4TURY SHEAR CALCULATION' OISTRIBI.TInN EXPONO.I 1.00 I ULTIMATE OADS 4 0.7- ALLOWASI H.LOADS TRANSVERSE 1 mccr11D64.AI TRANSvTRSF 10NNITIICINOI EVE,VERT nlYT F rrnC 0 arra,....PAR F. STORY YHFSR F1 STnrsi YHTSY F,, •.r`%LR- Ear ^ Ramr SYFSr, F- L.SrnYr Sara, I 0.474 4.4 4.4 K 3.1 K II K ® ' MOM K 2 0.526 4.9 K 4.9 K 3.4 K IF K 3 0.000 0.0 K 0.0 K 0.0 1. I_. K ._ K 4 0.000 0.0 K O.0 K 0.0 .. K ON �v, K 5 0.00 0.0 K 0.0 K 0-0 .. i' K < K 6 0.00 0.0 0.0 K 0.0 .. I. L MEM K 7 0.00 0.0 K 0.0 K O.O K K �� , WideL,__ . K B 0.00 0.0 K O.O K I 0.0 K '. K IIIIIIIIIIX// K IIIIIIIIL-p-� K 9 0.00 0.0 K 0.0 K 0.0 I. K K 11.381111 K 1 0.00 0.0 K 0.0 K I 0.0 K K K K Pi,99 1 0I I IIII' MULHERN + KULP roslde ntial structural engineering PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: NJD DATE: 07-SEP-IB SHEARWALL DESIGN SUMMARY SHEARWALL 20 1 : 2NO - 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 PI CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1700 Les < 4302 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" OSB FASTENED W/ SO NAILS AT 6 O.C. PANEL EDGES & 1 21o.C. PANEL FIELD - EDGES BLOCKED ADEQUATE D VERTURNINO EVALUATION: RESISTIVE DL 134 PLC OVERTURNING MOMENT 13.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL B1❑ 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.RETR EAT/RETREAT/B D#4 SHEARWALL PROPERTIES: WALL HEIGHT, H B.❑ FT. MAX WALL OPENING NT, Ho 5.0 FT. WALL LENGTH. L 56.0 FT. QUALIFYING WALL LENGTH, L 22.9 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1700 Las < 5019 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED W,/ 8D NAILS AT 6i❑.C. PANEL EDGES Sc 12'0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE I OVERTURNING EVALUATION: RESISTIVE DL 406 PLC OVERTURNING MOMENT 13.6 K-FT HOLD DOWN DESIGN LOAD 0 Les DL AT ENDS OF WALL 536 LBB RESISTIVE MOMENT 600.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Pala 1 NAULHEMN KLJLP TRUCT LI i A L E N G I N P F R N D P R D J E CT NAME: D A V I D W E E K L EY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: NJD DATE: 07-SEP-I B SHEARWALL DESIGN SUMMARY SHEARWALL 203: 2ND • SIDE EXT. WALL OF B12#4/HALL/BATH #3 SHEARWALL PROPERTIES: WALL HEIGHT. H 8.0 FT. MAX WALL OPENING HT. He 0.0 FT. WALL LENGTH, L 38.0 FT. QUALIFYING WALL LENGTH, L 38.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 700 'LBS 9082 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/161 OSB FASTENED W/ BD NAILS AT 6°13.C. PANEL EDGES & 1211O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 13.6 K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 1200 Les RESISTIVE MOMENT 1 2B.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION Na HOLDOWN REQUIRED SHEARWALL 204: 2ND - FRONT EXT. WALL OF BD#S SHEARWALL PROPERTIES: WALL HEIGHT. H 8.0 FT. MAX WALL OPENING HT, HD 5.0 FT. WALL LENGTH, L 19.3 FT. QUALIFYING WALL LENGTH, L 10.4 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TO aL. SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY Ir 400 ILBS C 1 732 LOS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑58 FASTENED W/ BD NAILS AT 6'El.C. PANEL EDGES & 1 2"O.C. PANEL FIELD • EDGES BLOCKED ADEQUATE 9 OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 3.2 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 404 LBS RESISTIVE MOMENT 79.2 K'FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NQ HOLDOWN REQUIRED PaE? ' MULHERN 8K KULP A T H Ll C T LI R AL E N G I N E E A N G PROJECT NAME: D A V I D W E E K L E Y HOMES 7894 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: NJD DATE: 07•SEP-1 B SHEARWALL DESIGN 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 P I CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 50D JLBS < 1046 3LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB 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 4.0 K-FT UPLIFT CONNECTOR DESIGN LOAD C LOS DL AT ENDS OF WALL 202 LBS RESISTIVE MOMENT 1 1.7 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 206: 2ND - FRONT EXT. WALL OF OWNERS WIC SHEARWALL PROPERTIES: WALL HEIGHT, H 13.0 FT. MAX WALL OPENING HT, HC 4.0 FT. WALL LENGTH, L I2.7 FT. QUALIFYING WALL LENGTH, L 8.2 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 500 LOS C 1514 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16N OSB FASTENED W/ BD NAILS AT 6'O.c. PANEL EDGES & 12"D.C. PANEL FIELD - EDGES BLOCKED ADEQUATE. OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 4.0 K-FT HOLD DOWN DESIGN LOAD 0 LOS DL AT ENDS OF WALL 436 LBS RESISTIVE MOMENT 34.3 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED MULHERN E. KULP T N L C T u NAL P N G.N E E B I N G PROJECT NAME: D A V I D W E E K L EY HOMES 7694 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: NJD DATE: 07-SEP-1 SHEARWALL DESIGN SUMMARY .SHEARWALL 1 ❑ 1 : 1ST - SIDE EXT. WALL OF STUDY/KITCHEN SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H. 0.0 FT, WALL LENGTH, L 31.5 FT. QUALIFYING WALL LENGTH. L 31.5 PT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3200 LBS < 7529 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" OSB FASTENED W/ BD NAILS AT 6"O.C. PANEL EDGES & 1 211O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 332 PLF OVERTURNING MOMENT 28.6 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 350 LBS RESISTIVE MOMENT 158.2 IL-FT HOEDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 ❑2: 1ST - REAR EXT. WALL OF DINING ROOM SHEARWALL PROPERTIES: WALL HEIGHT. H 9.0 FT. MAX WALL OPENING HT, HC 6.13 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 1 pop ;Les < 1235 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16u OSB FASTENED W/ SO NAILS AT 6'0.C. PANEL EDGES & 1 2113.0. PANEL FIELD - EDGES BLOCKED AD_EOIJATE OVERTURNING EVALUATION: • RESISTIVE DL 160 PLF OVERTURNING MOMENT 9.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 150 LBS RESISTIVE MOMENT 19.4 K-FT HOLDOWN CAPACITY 0 LGS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Pans s � ' NALILHEFRN HULP Bv' TP U CT U HA L B NDINE E RI N13 PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1-1 802❑ ENGINEER: NJD DATE: 07-9EP-18 SHEARWALL DESIGN SUMMARY SHEARWALL 1 04: 1ST - REAR EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, He 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 1000 LBS C 4541 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" 05B FASTENED W/ SD NAILS AT 6 O.C. PANEL EDGES & 1211O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 463 PLF OVERTURNING MOMENT 10.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 572 LB9 RESISTIVE MOMENT BS.❑ K•FT HOLDOWN CAPACITY 0 LES HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 05: 1ST - SIDE EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 33.0 FT. QUALIFYING WALL LENGTH, L 33.0 Fr. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3300 J Lss < 7887 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" ❑SB FASTENED W/ BD NAILS AT 6110.C. PANEL EDGES & 1 2.O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 329 PLF OVERTURNING MOMENT 33.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 100 LB9 RESISTIVE MOMENT 164.2 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Yaqe5 1 NAULHERN 8 f-CULP _"-r H D B r L H A l PROJECT NAME: D AV I D W E E K L EY HOMES 7694 MODEL M&K PROJECT #: 21 1-1 8020 ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 1 06: 1ST - FRONT EXT. WALL OF' BATH #2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H,; 0.0 FT. WALL LENGTH, L 4.0 FT. QUALIFYING WALL LENGTH. L 4.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 500 Les G 1 154 LBS SHEARWALL ASSEMBLY SPECIFICATION • P1 - 1 •SIDE 7/1 6" OSB FASTENED WI BD NAILS AT 6°0.0. PANEL EDGES & 1 2'0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 4.5 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 764 LBS RESISTIVE MOMENT 0.7 IC-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 ❑7: 1ST - FRONT EXT. WALL OF BD#2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. WALL LENGTH, L 12.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SI-IEARWALL CAPACITY 700 LBS < 956 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ CO NAILS AT 6'O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 285 PLF OVERTURNING MOMENT 6.3 K-FT HOLD DOWN DESIGN LOAD ❑ Les DL AT ENDS OF WALL 392 LBS RESISTIVE MOMENT 24.4 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Pala 6 MULHERN I-CULP OTB LI C T u R A L 6 N G I N E E N I N D PROJECT NAME: D A V I D W E E K L E Y HOMES 7894 MODEL M&K PROJECT #: 2 1 1 -1 BO20 ENGINEER: NJD DATE: 07-SEP-IS SHEARWALL DESIGN SUMMARY SHEARWALL 1 ❑S: 1ST - FRONT EXT. WALL OF STUDY SHEARWALL PROPERTIES: WALL HEIGHT, H 9.D FT. Max WALL OPENING HT. H" 6.0 FT. WALL LENGTH, L 12.7 FT. QUALIFYING WALL LENGTH. L 6.2 FT. SHEARWALL ASSEMBLY "' P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 000 LBS < 1 009 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" ❑SB FASTENED W( SD NAILS AT 6"O.C. PANEL EDGES & 12"D.C. PANEL FIELD - EDGES BLOCKED AD EO UATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 9.0 E-FT UPLIFT CONNECTOR DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 67E1 LBB RESISTIVE MOMENT 44.3 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION Na 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 PO _1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY _, U LBS = 0 LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1-SIDE 7/1611 OSB FASTENED W/ 80 NAILS AT 6"O.0. PANEL EDGES & 1 2"O.C. PANEL FIELD - UNBLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL C PLF OVERTURNING MOMENT 0.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 100 LBS RESISTIVE MOMENT 0.0 pc-FT HOLDOWN CAPACITY 1 705 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Pei itti i 11111111 • :�— - 2.15k p� ' -___. 255k 2 �aIE� DLN L. s[. 1_ �x+ 7+ n m St' 9i y 1 fo• D-1 s ra- __r+ `HD-0.1's #104 g x }' >ti`r f r TONE-SIDED PF r p n ASCE 7-10 WIND LOAD(135B) n>rE - -°`°"m'°°`- .. .....caww . _'1.— �� ,� „ � _'--_ X Y j4 mum 16.9k —�j I ra raj FAMILY �� 3 O v `G r 12.45 k I 11 t x d O r 4 CAR ,� quya o r qy o x �� ASCE 7-10 SEISMIC LOADS(SDC D) n" ;� yr_V a M '� ::Y,e�"" a Q U X 6.5 k 444. " NIM N. F. �'�x.+ea r 41 _ a r-r rs rs HD NOT REO'D AS UPLIFT IS j _r-r ra z `a�.��,' A.P�_�� m x o RESISTED BY G.T.LOAD FROM If t 1 e BATH - g ABOVE: .. z-OI PT.LOAD ABOVE: 4 1 (18')(17PSf)(9')(0.6)=1652# ..,.•»�... 0 UPLIFT @ SW#106:1631# tn.', �;° `BS. p --- . ._..._...f • UPLIFT @ SW#106:1631# HD-1 HD-Y -t 1 A UPLIFT @ SW#106:920# 108 - 1 HD-1's APA PORTAL HD-1's E.Bk CIO ®i 1.05k U 1652#>1631# NO HD REO'D 41:1) (ID'y �.�.'- c 4124T �8 41 ._.....__.__i or''�` 0 T VI r-r itl �r.r i� a it ¢ d T, -r M 34: PL4_N,SHFT_ +.' 1 k Van ' '�irvixc un NORTH APPLIED STONE PEDESTAL DETAIL. FIRST FLOOR 7894-A ___ -------_..__.._._ — NOTE:_ALL IST FLR. CEILING HEIGHTS I �� ^. 9'-0" UNLESS NOTED O1HERN1SE WW1-yob- -„�nµ }tp • w h.4 a1i114s6 ar- � i U „ it 1 ill r YYYYpy .15 k -- .7 k re 1 {{ 2 e flips • 1a 1 ro fi ra r ra M202 re I ' a 1 r�1 r-r 1 e.r t nr i 1-r• I a%% Ji1�' P�e rasra w xua I f }9 IT Iry }p}p 1N / r'I 1A r' rl r„ 114a G e-N ASCE 7-10 WIND LOAD(135B) w �� . 1 ` ='-`_ —�" „-.z _ )= �^=-:p=__" Y N O I.05 k OWNLR S �i Q x RETREAT 3GTRE4f EA!. e i 6.25 k O % i y/� › ;, m p W ASCE 7-10 SEISMIC LOADS(SDC D) 4 r� __cv 4 O 7 1 34k °` !. ram[ Q z a „ ,01__T a 4 M _y 3.4k .... OWNERS ® ' 4 ® r,.• p r L L1.1. 13k4.RM�f i —_. �_ to ®i-ii 4 BATH O fDRM 5 =°° _'S ,as- r.o_ -- i `ti —1— -.G r�, a F k3-r*K ra ji&.ia r re a>r ra(� J re r-r } x - tlaoe VI '4 6206 -16'i- .. . Th�-x.... 1-::r:::. r.:.:.1—�_�., o _— -14 l 1.4 kJap M205 CD _., 1.0 kCED p204 U Al ra Sa r-rl. f 24 r4 r-0y rY • Sd e; ri M rh 1-V 1-f rI 0 r-r -r ft r-a 7" e Yd SECOND FLOOR r NORTH 7894-A NOTE AL._2ND'Fiji... CEILING HEIGHTSI PLN-2 S'-0" UNLESS NOTED OTHERWISE WINEWOOD ___NRµo