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Specifications RECEIVED 444 MULHERN+KULP RESIDENTIALpY 28 2019 300 Brookside Avenue,Building 4.Ambler,PA 19002 - p 215-646-8001 • mulhernkulp.com CITY OF TIGARD BUILDING DIVISION Mg-T.20/9-60212a 426419 SW Scernrn626/20X l Calculation Package April 16, 2019 David Weekley - Portland 7896 Model Summerbrook - Lot 2 Oregon eco PRCFFMULHERN & KULP STRUCTURAL ENGINEERING, INC. 3737PE f Prepared By: 1,ek— 1)1, /01 - r • John T.Fender Staff Engineer Nicholas J.Martignetti,P.E.,S.E, Project ManagerOREGON 0 k•-• 40 4Y 10, Z°���`` qS J. MAR4/16/19 Srgnarure,Se46 Date EXPIRES: „1215i Jzo P.lClient Filesl211-David Weekley-P0R12018I 18026-7896 Mode//Lot 5pecifics16802000210e907896-Calculation Cover Sheet-Master Source Doc.docr PROJECT NAME: DAVIDE WEEKLEY f 7899 MODEL NMI< PROJECT#: 2 1 1 -1 8025 M 1111111 resiUdenLtial sEtruRctural+engineeLrinPg ENGINEER: JTF DATE: 07-JAN-19 BEAM & HEADER CALCULATIONS ........_ ----- BEAM DESCRIPTION: g-r_fq-- LI. ?6?---C44. PARAMETERs: L . — = tif.1'LS i 4 [ Th 1 W KLF P r-, L - K A NA LIS I.S. ! . FR,tAX= 6),Ct7]K V„ = 1 — JK < V. .. = F--i.L-il-1! i K Li ADEQUATE , — .., MttAX = U•"Lck K-FT < M = g-4 1 q' K-FEl -r ADEQUATE ..._ = L2.1.113111. Li S-I S < L/241:3 II ADEQUATE -. - BEAM DESCRIPTION: .2.,,A,2..f2t e.,:E -> ,L,.•*,- ,-, , i( .PARAMETERSZ - FT — I 1 1---1- 1-___: W = _... C).14 7, KLF P = ii_. --- K ANA YSIS: • —I ---;' RmAx= L , ,„.,-, 1K v0= K < v^“. = r - - .c, 1K .. ADEQUATE , MtgaN = : ,, K-FT < MALL= Lo.1) _K-FT n ADEQUATE IN. 1., ,„too-j< L/240 / ADEQUATE • LI ‘)'. / BEAM DESCRIPTION: (.,Av,A6E ir,ct,,z, vioi,, ti F.ARAmETgaai _ L = 1 L FT — LLJ 1 1 W- .01$5 ELF I 1 ANALYSIS: 0 ADEQUATE RmAx = L •5'' JK v. - . ..• . K < V = L-•••-•: ,K ------ ., MbIAX = r . ' - i' 2- K-FT < MA,= ei.37 K-FT N,' ADEQUATE a . -, -----1.. L., 1'194' < L/240 v ADEQUATE — — 1 PROJECT NAME: DAVIDE WEEKLEY F 7899 MODEL 444 m rasjuLHi structural ERengineering N + KULP M&K PROJECT #: 2 1 1 -1 8 0 2 5 doia ENGINEER: JTF DATE: 0 7-1-/AN-19 BEAM & HEADER CALCULATIONS ______ BEAM DESCRIPTION: PARAMETERS:. L I= 1 ‘?3 Fr ______________ W = .11 KLF P = L ---- K K Vo = 1--- .... ,_ -11, < ,,,,, = 3.05---k vi ADEQUATE MCIAX '' [ 2+1 4. K-FT < MA, = 116 'K-FT n ADEQUATE AIL = •O54 I IN. L/ 7 ,< L/240 ADEQUATE . , ilx.S. pa..e?rti.o BEAM DESCRIPTION: , PARAMETERS: , , W = KLF 1 I I , P == ---"' K 1 ANALYSIS: - • Vo = I ---- 1K < V.‘u.= r K •'' ADEQUATE M.,. = I K-FT < MALL = [ .K-FT ‘," ADEQUATE ------ 1 A„ = I IN. L/ r < L/240 Li/ ADEQUATE 1 BEAM DESCRIPTION: . PA RAM E T ERS L = FT KKLFI .LI 1 . P = I ..--- K L!sNALYSIS: ,. = L K V,,= ---- K < VAL, = _Kr n ADEQUATE , I IA r tAx = K-FT < MAtI. = L 1 K-FT 0 ADEQUATE A„ = ' I Ins. LI L _ < L/240 ' ADEQUATE - DAVID WEEKLEY - POR 9896 MODEL SUMMERBROOK LOT 2 SHEAR WALL CALCULATIONS - WIND REVIEWED BY: NJM APRIL 16, 2019 PARAMETERS: SINGLE FAMILY HOME DESIGN WIND SPEED: 135 WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: 0 CODE& DESIGN STANDARD: 2015 IBC CH. 1 609, ASCE 7-10 CH. 26-30 IIIIIMULHERN + KULP residential structural engineering ' MULHERN & KULP STRUCTURAL SNOINSSRING PROJECT NAME: 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: JTF DATE: OB-FES-)B WIND DESIGN SUMMARY PER ASCE 7-1 0 PARAMETERS: ROOF GEOMETRY: BUILDING GEOMETRY: WIND SPEED 1 35 TRANS. ROOF PITCH :1 2 LENGTH PFT EXPOSURE CATEGORY ff H LONG. ROOF PITCH :1 2 WIDTH Li. SFT RISK CATEGOR ( II � MEAN ROOF HEIGHT, H FT NUMBER OF STOR ES WIND DIRECTIONALITY FACTOR, K ❑.55 TOPOGRAPHIC FACTOR, Kz,1 1.❑Ll a OUST FACTOR. G ❑85 DESIGN TYPE LAHDJ TRANSVERSE DIRECTION (PERPENDICULAR To MAIN RIDGE LINE) -RISUTARY DESIGN AREAS TRIBUTARY DESIGN LOADS: (❑.6W) DlAPHRAr FLOOOR SECT/ON SEGTION M LEVEL FEIGN HEIGHT A 0 B A ❑ B Roof Surface 0 652 sq ft Story Shear 0.00 wpm 0 00 kips Wall surface 0 459 0 =.r sq ft Total Shear 0.00 �'.. 000 kips 1251111111111.1 kips FND Roof Surface 0 0 sq ft --- Story Shear 0.00 0 00 '. 0 00 -kips Wall surface 0 �, 0 sq 0 0.00 IMEllI 0 00 kips Total Shear kips LONGITUDINAL DIRECTION (PARALLEL TO MAIN RIDGE LINE) TRIBUTARY DESIGN LOADS: -RISUTARY DESIGN AREAS (O.6W) 0/APHRAN FLOOR-TO- SECTION SECTION M LEVEL FLOOR HEIGHT A ❑ B A ❑ B 9 ,, Roof Surface ',sgft Story Shear 0.00 •. 0.00 kips a :-a a Wall surface + I + 'sq ft Total Shear 0.00 inn 0 00 kips EMEMEMEM=,,kips n , r FND Roof Surface sq ft { StoryShear 0.00 0.00 000 Uktps Wall surface sq ft Total Shear("J } 0.00 t!, 0.00 kips 111i1e I I r r ;kips L_T 2 _ iA A) fI ,1 WIDTH Page 1 of 1 • rel , .te ' -.. I ^v a e 1,4.7. A gl _ Vi fa, rtlr 6COVERED PORCH � ' v` • x •1t o FAMILY ti Mtn BATH 1 .a ..r a ... s-. PT, as 72: ,r � ��� 4 VI.e3 ,; � �Ta� »{'aa4-aBEDRM4 � d 9 ! a g I;I e ® a..BATH 2- BEDRM3 s - a� ' V w. w ' � . , 9 EMRY .i i .El a § 3CAR GNt4GE v.. x I v.r C~ y• � E- .....113.41,13./....CISf *• - a -! 'fa-- < STUDY i BEDRM2 + - • 1 oA < fa,/ J Q F G f-rr", v i if€ s a sirs R',h m '> 'a NOTE:ALL 1ST FLR.CEILING HEIGHTS �'� F as9iP $ F. s 1 . 9'-0"UNLESS NOTED OTHERIMSE 7) SUMMER BROOK 1 ! 2 ©M..Names I-P.Ma x'lil it iip 12049 SW SUMMER BROOK 6802 I`°` David Weekley Homes �, � � IIF 01 LANE TIGAR,OR JsE '9ockNA „""„"•',": a , I o�2 ax ;tEIs02N9/2019 Res. .A...a. 414 MULHERN + KULP residential structural engineering PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJD DATE: 16-APR-19 SHEARWALL DESIGN SUMMARY SHEARWALL 1 0 1 : 1ST - FRONT WALL @ STUDY SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H,, 6.0 FT. WALL LENGTH, L 1 5.0 FT. QUALIFYING WALL LENGTH, L 5.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 850 LBS G 1680 _Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED WI 50 NAILS AT 6'D.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 7.7 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 342 LBS RESISTIVE MOMENT 18.2 -FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED SHEARWALL 1 02: 1ST - FRONT WALL @ BED 2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. r WALL LENGTH, L 1 1.8 FT. QUALIFYING WALL LENGTH, L 8.8 FT. SHEARWALL ASSEMBLY P1 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO LBS G 1 316 LBS • SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-BIDE 7/1611 OSB FASTENED WI SD NAILS AT 680.0. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 551 PLF OVERTURNING MOMENT 25.5 K-FT HOLD DOWN DESIGN LOAD ❑ !LBS DL AT ENDS OF WALL 1 50 LBS RESISTIVE MOMENT 35.8 IC-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 1 44 MULHERN & KULP m T H`"c T U M A` S N°'N e e R IN D PROJECT NAME: DAVID WEEKLEY - PDR 7896 MODEL M&K PROJECT #: 211-1B026 ENGINEER: NJD DATE: 1 6-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 03: 1ST - SIDE WALL @Q OWNERS BATH/BD#3/BD#2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H= 4.0 FT. WALL LENGTH, L 52.3 FT. QUALIFYING WALL LENGTH, L 48.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3650 LBS G 9768 LEIS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED WI So NAILS AT 6fl❑.C. PANEL EDGES & 12'0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL [- 1 34 PLF OVERTURNING MOMENT 32.9 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 1 65.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 04: 1ST - REAR WALL g DINING SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. WALL LENGTH, L 8.7 FT. QUALIFYING WALL LENGTH, L MIMI FT. SHEARWALL ASSEMBLY r P 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700 LBS < 971 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16n 058 I FASTENED WI SD NAILS AT 6"0.0. PANEL EDGES & 1 2'O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 340 PLF OVERTURNING MOMENT 1 1.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 145 LBS RESISTIVE MOMENT 1 2.6 K-FT HOLDOWN CAPACITY I ❑ JLBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 2 • MULHERN SC KULP B T B u c,r M ra A L ENGINEERING PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJD DATE: 1 6-APR-19 SHEARWALL DESIGN SUMMARY SHEARWALL 1 05: 1ST - SIDE WALL @ BEDROOM 4 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H= 4.0 FT. WALL LENGTH, L 1 7.7 FT. QUALIFYING WALL LENGTH, L 1 3.7 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 600 LBS < 3297 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 611D.C. PANEL EDGES & 12"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL (... 1 34 PLF OVERTURNING MOMENT 14.4 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 1 B.B K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 06: 1ST - SIDE WALL g GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 20.5 FT. QUALIFYING WALL LENGTH, L 20.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2000 LBS < IIIITEEIMI LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-BIDE 7/1611 058 FASTENED W/ BD NAILS AT 6"0.0. PANEL EDGES & 1 2'0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 18.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 25.3 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 3 MULHERN & KULP STRUC T u R AL LI I N E e ry I N❑ PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJO DATE: 1 6-APR•1 9 SHEARWALL DESIGN SUMMARY r-f SHEARWALL 1 0 / : 1ST - SIDE INTERIOR GARAGE WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 20.0 FT. QUALIFYING WALL LENGTH, L 20.0 FT. SHEARWALL ASSEMBLY I P1 _..' CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 6700 LBS < 6720 LBB SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" 0S8 FASTENED W/ SD NAILS AT 611O.C. PANEL EDGES & 12'0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 60.3 _K-FT UPLIFT CONNECTOR DESIGN LOAD 1069 LBS DL AT ENDS OF WALL BOO LBS RESISTIVE MOMENT 36.5 K-FT HOLDOWN CAPACITY 3105 LBS HOLD-DOWN SPECIFICATION SIMPSON HTT4 HOLDOWN FASTENED W/ 1 8-1 OD NAILS WI 51811 DIA. ALL-THREAD ROD SHEARWALL 1 08: 1ST - REAR INTERIOR GARAGE WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HO 0.0 FT. WALL LENGTH, L 18.0 FT. QUALIFYING WALL LENGTH, L 18.0 FT. SHEARWALL ASSEMBLY 1 P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 4200 LBS < 6048 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ BD NAILS AT 6110.C. PANEL EDGES & 12'0.c. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 500 PLF OVERTURNING MOMENT 75.9 K-FT HOLD DOWN DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 200 LBB RESISTIVE MOMENT 76.1 K-FT HOLDOWN CAPACITY 0 j LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 4 4,4 MULHERN S. KULP SUUPALENUINSSPINKI PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJD DATE: 1 6-APR-1 9 SHEARWALL DESIGN SUMMARY S HEARWALL 1 09: 1 ST - REAR WALL @ FAMILY, OWNERS BATH SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, Hz 6.0 FT. WALL LENGTH, L 35.7 FT. QUALIFYING WALL LENGTH, L 1 1.6 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2200 LBS C 3766 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 ❑SB FASTENED W/ 80 NAILS AT 6110.0. PANEL EDGES & 1 2110.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 551 PLF OVERTURNING MOMENT 168.4 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 675 LBB RESISTIVE MOMENT ®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. QUALIFYING WALL LENGTH, L 0.0 FT. SHEARWALL ASSEMBLY I.. PO CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL .yy.,.,(/{{,.,,J///.,.,((({.,,JALLOWABLE StHEARWALL CAPACITY 0 LBS TPT/'7f"7'# - #DIV/D! LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1-SIDE 7/16" ❑SB FASTENED W/ 8D NAILS AT 6110.0. PANEL EDGES & 1 2f$0.0. PANEL FIELD - UNBLOCKED #DIV/0! OVERTURNING EVALUATION: RESISTIVE DL 0 PLF OVERTURNING MOMENT #DIV/O! K-FT HOLD DOWN DESIGN LOAD 0 'LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 0.0 K-FT HOLDOWN CAPACITY 0 JLBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 5 DAVID WEEKLEY - POR 7896 MODEL SUMMERBROOK LOT 2 SHEAR WALL CALCULATIONS - SEISMIC REVIEWED By: NJM APRIL 16, 21719 PARAMETERS: SINGLE FAMILY HOME DESIGN WIND SPEED: 135 WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: D CODE& DESIGN STANDARD: 2015 ISC CH. 1609, ASCE 7-10 CH. 26-30 444 MULHERN + KULP residential structural engineering kiii, MUERN + KU resldenYLHlaM structural anglneanLPrig PROJECT NAME: 7896 MODEL DAVID WEEKELY - OR-WA M&K PROJECT #: 211-18026 ENGINEER: JTF DATE: OH-FES-19 SEISMIC CALCULATION - ASCE 7-10 SEISMIC DESIGN CATEGORY: BUILD INR PERIOD DETERMINATION: USER INPUTS: USER INPUTS: SITE CLASS 1 0 I BUILDING PERIOD COEFFICIENT,Cr I ❑.0201 SPECTRAL RESPONSE ACCELERATION 0.2 SEC,SS I 0.8461 LONG-PERIOD TRANS PERIOD,TL IRED) I 161 SPECTRAL RESPONSE ACCELERATION 1.0 SEC.S 1 I 0.3731 HT.ABV BASE TO HIGHEST LEVEL.h„ I 9.1 OCCUPANCY CATEGORY I II I CALCULATED VALUES: VARIABLES; APPROXIMATE FUNDAMENTAL PERIOD.T,,.T I 0.104 1 SITE COEFFICIENT.FA 1.1 6 To I 0.126 I SITE COEFFICIENT,FV 1.66 Ta I 0.629 1 CALCULATED VALUES: SPECTRAL RESPONSE ACCELERATION.5,IS/ I 0.588 MAXIMUM SPECTRAL RESPONSE ACCELERATION. SNB 0,985 MAXIMUM SPECTRAL RESPONSE ACCELERATION,5.II 0.619 DESIGN SPECTRAL RESPONSE ACCELERATION,S,, 0.656 DESIGN SPECTRAL RESPONSE ACCELERATION,SPI 0.413 SEISMIC DESIGN CATEGORY(SHORT TERM) 0 SEISMIC DESIGN CATEGORY(1.0 SECOND TERM/ D EQUIVALENT LATERAL FORCE PROCEDURE DL OF EXT WALL DEAD LOAD CALCULATION: TRIBUTARY TELLEVEL I �I Gci STORY HT.NT.) AREA(FT°) DEAD LOAD(PSF) IKrP5) TOTAL LEVEL DL 1 9.0 3165 17 12.1 68 K 2 0.0 0 0 0.0 ❑ K 3 0.0 O ❑ 0.0 0 K A 0.0 ❑ O 0.❑ 0 K 5 0.0 0 0 0.0 O K 6 ❑.0 ❑ 0 0.❑ 0 K 7 0.0 0 0 0.0 0 K B 0.0 0 0 0.0 0 K 9 0.0 0 0 0.0 ❑ K 1O 0.0 0 0 0.0 0 K TOTAL DEAD LOAD OF STRUCTURE I 66 1 KIPS SEISMIC RESPONSE COEFFICIENT: TRANsvFR F _GNU RESPONSE MODIFICATION FACTOR.R I.. 6.5 1 I 6,5 N.:p`:I OCCUPANCY IMPORTANCE FACTOR.IE I 1.00 I I 1.00 I SEISMIC RESPONSE COEFFICIENT.C. I 0.1 01 I I 0.101 I SASE SHEARS: ULTIMATE LOADS X 0.7= ALLOWABLE LOADS TRANSVERSE kattatal211,L91. TRANSVERSE LONCIruOINAK I7 I K I 7 I K I 5 IK I 5 IK. STORY SHEAR CALCULATION: DI STRISUTIDN EXPONENT 1.00 I ULTIMATE LOADS X 0.7= LLOWARLE LOADS TRANSVERSE 1"Y.ITIIRINAI TRANSVERSE 1rINIiIT,InINAI LEVELVERT.DIST.FACTOR„.P,. STORY SHEAR.. ,STORY SHEAR., ,.T.,!/,.,SHCALV,Fa I STorzv 51-HTAR Srorzv--H.44T-E,‘ =STORY SVVEarz 1 1.000 6.7 K 6.7 K 4.7 K 4.7 K 4.7 K 4.7 K 2 0.0000.0 K 0.0 K 0.0 K 0.0 K 0.0 K ❑.❑ K. 3 0.000 l 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 5 0.0 K 0.0 K 0.0 K = 0.00 0.0 K _ 0.0 K ❑.❑ K ❑.❑ K ❑.❑ K ❑.❑ K 6 0.00 0.0 K 0.0 K 0.0 K ❑.❑ K ❑.❑ K 0.0 K 7 0.00 0.0 K 0.0 K 0.0 5 0,0 5 ❑.❑ K ❑.O K 8 0.00 0.0 K 0.0 K 0.0 5 ❑.❑ K 0.0 K 0.0 K 9 0.00 0.0 K 0.0 K 0.0 K ❑.❑ L 0.0 K 0.0 K 10 0.00 0.0 K 0.0 K 0.0 K ❑.❑ K 0.0 K 0.0 K Page 1 of 1 7 a, ap 111111 IV ; i 'fin u- 4s+; COVERED y 1 g - I g , g 9 h wcmr ' , M 1 ''✓O : i 5 IFAMLY `,` OliNEBa RETREAT ,r......1... .o - o € I. '1,ONNER'� DW ,4`n NG 4 64tH $ ,a 4 m iv .4. i a+ j . �S j �Y a i £ x as a q ® , ie'.� yam. � 1 _ WI it lap .- ., 4 °N '-. 111 may, g t:.‘,,,,. : VIZS ..„„mit_i . ..N,,,t>, = - . — `iji i 11 1e a V r -� J 40 KIIM A. `BEDRM3 r 01 a \ 84TH 2 , 1 i; ; te2n R ENTRY x a 5 3 CFR GARAGE "• '' a ' d!q w��m+cww.ca.iva.� 5v_ �H STUDY _(3EDRM2 "+ ir mA ; 1 I s r - F F .iS 5 k ass . o!c.Q 41'.,- . NOTE ALL 1ST FIR.CEILING HEIGHTS "e a �, F 9sc S-(Y'UNLESS NOTED OTHEMMSE • -13--4 SUMMER BROOK : 2 OWeeklay Homes LP.01. 1f CO 12049 SW SUMMER BROOK !8802 ,_ -- David Weekley Homes ; 44 MULHERN + KULP residential structural engineering PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K. PROJECT #: 211-18026 ENGINEER: NJD DATE: 1 6-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 0 1 : 1ST - FRONT WALL @ STUDY SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. WALL LENGTH, L 15.0 FT. QUALIFYING WALL LENGTH, L 8.5 FT. SHEARWALL ASSEMBLY j P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 140 LBS < 1195 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED W/ SD NAILS AT 6110.0. PANEL EDGES & 12"0.c. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PEE OVERTURNING MOMENT 1.3 K-FT HOLD DOWN DESIGN LOAD 0 j LBS DL AT ENDS OF WALL 342 LB5 RESISTIVE MOMENT 1 8.2 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 0 2: 1ST - FRONT WALL @ BED 2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. WALL LENGTH, L 1 1.8 FT. QUALIFYING WALL LENGTH, L 8.8 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 140 '.Les < 936 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-BIDE 7/16° 058 FASTENED W/ 8D NAILS AT 6°0.C. PANEL EDGES & 12'0.c. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 551 PLF OVERTURNING MOMENT 1.3 K-FT HOLD DOWN DESIGN LOAD __. ❑ '�.LBS DL AT ENDS OF WALL 1 50 LB5 RESISTIVE MOMENT 35.8 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 1 MULHERN a KULP SIHUCTUBSNUINEBISL PROJECT NAME: DAVID W E E KL EY - P O R 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJD DATE: 1 6-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 03: 1ST - SIDE WALL @ OWNERS BATH/BD#3/BD#2 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 4.0 FT. WALL LENGTH, L 52.3 FT. QUALIFYING WALL LENGTH, L 48.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1350 LBS =ME=LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16' OSB FASTENED W/ SD NAILS AT 6"O.C. PANEL EDGES & 1 2110.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 1 2.2 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL O LBS RESISTIVE MOMENT 1 65.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 04: 1 ST - REAR WALL @ DINING SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 6.0 FT. WALL LENGTH, L 8.7 FT. QUALIFYING WALL LENGTH, L 4.7 FT. SHEARWALL ASSEMBLY ( _.. P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 00 LBS < 691 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ SD NAILS AT S11O.C. PANEL EDGES & 12'0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 340 PLF OVERTURNING MOMENT 0.9 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 1 45 LBS RESISTIVE MOMENT 1 2.6 K-FT HOLOOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 2 MULHERN 8. KULP STGUCTUFIAL E N D I N E E F I N G PROJECT NAME: DAVID WEEKLEY - PDR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJD DATE: 1 6-APR-1 9 SHEARWALL DESIGN SUMMARY SHEARWALL 1 05: 1ST - SIDE WALL @ BEDROOM 4 SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, He 4.0 IFT. WALL LENGTH, L 1 7.7 FT. QUALIFYING WALL LENGTH, L 13.7 IFT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 600 LBS 2345 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ SD 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 5.4 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 1 5.5 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 06: 1 ST - SIDE WALL g GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HO 0.0 FT. WALL LENGTH, L 20.5 FT. QUALIFYING WALL LENGTH, L 20.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 750 LBS < 4900 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1 611 058 FASTENED W/ SD NAILS AT 6'O.C. PANEL EDGES & 12'0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 6.5 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 25.3 K-FT HOLOOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page MULHERN S. KULP BTsaucTuwAL ENOINEEFING PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: NJD DATE: 16-APR-19 SHEARWALL DESIGN SUMMARY r� SHEARWALL 1 0 / : 1ST - SIDE INTERIOR GARAGE WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 Ff. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 20.0 FT. QUALIFYING WALL LENGTH, L 20.0 FT. SHEARWALL ASSEMBLY P 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2000 LBS i 4780 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16° OSB FASTENED w/ 8D NAILS AT 6"O.C. PANEL EDGES & 12'0.0. PANEL FIELD - EDGES BLOCKED ADEGIUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 18.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL BOO LBB RESISTIVE MOMENT 38.5 K-FT HOLDOWN CAPACITY 3105 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 08: 1ST- REAR INTERIOR GARAGE WALL SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 1 8.0 FT. QUALIFYING WALL LENGTH, L 18.0 FT. SHEARWALL ASSEMBLY L. P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2350 LBS 4302 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16u OSB FASTENED W/ SD NAILS AT 6'O.C. PANEL EDGES & 12'0.0. PANEL FIELD - EDGES BLOCKED ADECUATE OVERTURNING EVALUATION: RESISTIVE DL 500 PLF OVERTURNING MOMENT 21.2 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 200 LBS RESISTIVE MOMENT 76.1 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 4 4 MULHERN & KULP EITMUCTUFIAL E N O I N E E R N PROJECT NAME: DAVID WEEKLEY - POR 7896 MODEL M&K PROJECT #: 211-18026 ENGINEER: N.ID DATE: 1 6-APR-1 9 tt�� SHEARWALL DESIGN SUMMARY SHEARWALL 1 09 1 ST - REAR WALL @ FAMILY, OWNERS BATH SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H, 6.0 FT. WALL LENGTH, L 35.7 FT. QUALIFYING WALL LENGTH, L 1 1.6 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 100 LBS G LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16° ❑SB FASTENED W/ So NAILS AT 6'0.0. PANEL EDGES & 12"0.0. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 551 PLF OVERTURNING MOMENT 9.9 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 575 LBB RESISTIVE MOMENT 337.1 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, He 0.0 FT. WALL LENGTH, L 0.0 FT. QUALIFYING WALL LENGTH, L 0.0 FT. SHEARWALL ASSEMBLY PO..........l CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL J,/(/,,,((C(.,J/(���((.,Jy/A.,LLOWABLE JS4HEARWALL CAPACITY 0 LBS 7Pri'Yt Yt YY #DIV/0! LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1-SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 6'0.0. PANEL EDGES & 1 2n0.0. PANEL FIELD - UNBLOCKED #01V/O! OVERTURNING EVALUATION: RESISTIVE DL 0 PLF OVERTURNING MOMENT 0.0 K-FT HOLD DOWN DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 0 ILBS RESISTIVE MOMENT 0.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 5