Loading...
Specifications /ley Z2o- eooAP MtULHERN+KU / DEt ,LP /DS)7 / ,CW 7T-192. CRr-a Pc 300 Brookside Avenue,Building 4,Ambler,PA 19002 p 215-646-8001 - mulhemkulp com APR 23 ?023 CITY OF- It(3,k'af.;; REGOV IF„,„.. 313Ii ONG,ON Calculation Package February 07, 2020 REVISIO David Weekley - Portland 7894 Model OFFICE COPY Summerbrook Lot 8 Oregon Approved plan. shall be on job site. in,"‘‘A,co G 0* MULHERN & KULP STRUCTURAL ENGINEERING, INC. ^7 93737PE Prepared By: 1/11/4/L__i),14"1 r Noah E. Humberston Project Engit7eer OREGON cb 0 v& Nicholas J.Martignetti,P.E.,S.E. Project Manager "5"0 10 ?-Q:\ 4' 4/8 , -• 0 19 tuirzelt$eaitfr EXPIRES: P.ICkent AlesI211-David Weekley-PORI2018118020-7894 ModellLot SpecsILot 680200081DesignI7894-Calculation Cover Sheet-Master Source Docdocx PROJECT NAME: 7894 MODEL • DAVID WEEKLY - PDR 44 M ide ULHERN + KUengineriLPn M&KPRDJECT 21 1 -18OZ❑ resntial structural eg ENGINEER: NJD DATE: 3 1-AuG-1 e BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: 1.`.›' cte. 1Z1�-i . - C {L(} _ S�J (. 1,4 is.1,;.A . PARAMETERS: L = w = 1. 4Cc, KLF P = ANALYSIS: ` y'/�,���( RraAx = Z.Sz. K V. = K < VALL= I�lb K II - II ADEQUATE MaAx •S'L K-FT < MALL = 2 1 6 K-FT M. ADEQUATE 4L = 0-04 IN. L/ 6,51,4 < L/240 ADEQUATE X BEAM DESCRIPTION; \cr czL}Z ci J¢_, L 3M. T �C�3 1,1-0"0410.3 k P.A-'-t. 12M. PARAMETERS: 'mil a t3.L.).A L = FT W = 0.t45 KLF P = K ANALYSIS: RIA = \• S S" K V. = -- K < VALL= .OS- K 17 ADEQUATE //M MAX = 2- K-FT < MALL = [ (0 K-FT Mi ADEQUATE = Co•t7,•-I IN. L/ �' < L/240 I• ADEQUATE 14 BEAM DESCRIPTION: \ �Z �; ' — �- 1 1-'jJ�-t c.. LC.11--C•F-t1✓►�:; j e>7.7,.L iYY J o>�r�1 I►��. • PARAMETERS: L = FT t W = •'�S KLF I ' P = ANALYSIS: RwAx = �. J K Vp = K < VALL = S•C::6- K ADEQUATE J -••� �• M MAx= Z.1 K-FT < MALL= t-. 4 rp K-FT II ✓L—III ADEQUATE 4L— Q•, 7Co IN. L/ 7�• . < L/240 ADEQUATE PROJECT NAME: 7B94 MODEL 4' DAVID WEEKLY - POR MU LHntialERN + KUeLPring M&KPRDJEDT 21 - 18020 My structural engine ENGINEER: NJD DATE: 31-AUG-1 B BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: 1`0- .2-11/t.c,-- A-7: ` L- �'thSY € S •..i2S PARAMETERS: P L t 10 FT . W v..y1 KLF ,L P = a 3 K ANALYSIS: R,,Ax = 6..7(p6 K Vp = K < VALL = \.ZZ. K T ADEQUATE MMA4 = Z.Z. K-FT < MA, = Z.S K-FT d ADEQUATE Arx. = CO-31 b IN. L/ 3 ao < L/240 0 ADEQUATE (.\\ 9)1t -r-s 1 1 t 0 5E2.iEs S BEAM DESCRIPTION: '/ \Z. �,ZtvL.C� _ t r�1l1,,3 G 12JL-t_ St bE 1-J1 t...s.b ." ,.., I t�IV. PARAMETERS: 4 W = O•q J,4 KLF IOC p = c),O K -5;.i.7...u. Z.µ" ANALYSIS: C.""1'` RR.,.., = z. K Vp = LA."Z. K < VAu = t�, S-.`�Z_K ADEQUATE K M MAX - .I.{ K-FT < MALL = _ &.. Q�___I K-FT E111 ADEQUATE 4c. _ ©•6Z IN. L/ lb-0-. 4 < L/240 Ei ADEQUATE (c XiO BEAM DESCRIPTION; -A n3 floor lrawitn9 — 4DR ait irltrance fo Sivtly • PARAMETERS: L = L 4 AF t 0 736 I W = • KLF P = L II K ANALYSIS: ^� R,A, x = L f;To, K V. = - K < VALL = L 3,oj J K ADEQUATE M MAx = L Y. I4 K-FT < MALL = a1 oh Q J K-FT EIC ADEQUATE 4L = Lb,03$ IN. L/L ®®y+ < L/240 V ADEQUATE `tx$ . 11 JI • PROJECT NAME: 7894 MODEL 4' DAVID WEEKLY - POR MUe L ntialHERNstructu ral+ KUeLPring M&K PROJECT #: 21 -ieoz❑ esid engine ENGINEER: NJD DATE: 3 1-AuG-7 8 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: PARAMETERS: L = r > FTI 1 W = L KLF I P = K ANALYSIS: RIAAx = L J K Vp = K < VALL = - i K ADEQUATE M„,, = } ,K-FT < MALL = K-FT ADEQUATE u 77 A,L = _ _ HIM. L/ L 1< L/240 ADEQUATE BEAM DESCRIPTION: 1'4 �(L Z..r 5- ( Z(t, i 67___ VAt117... PARAMETERS: L = I 1(c) FT 1 pp W = d•-t Z KLF P = — K ANALYSIS: `` r RwAx = "p-,TCj K V. = y` ._ K < VALL = 4\.^{ K ADEQUATE M,,,, = Z Z .L"1 K-FT < MALL = 3 • K-FT ADEQUATE An. .= t 0.S'1C:, IN. L/ 333 < L/240 PIP ADEQUATE 3112 x 1 (C.7C GA...N3 BEAM DESCRIPTION: PARAMETERS: L = FT i • W = KLF P = K ANALYSIS: R"AX = T J K V. = K < VALL = L jK L n ADEQUATE M NI Ax = K-FT < MALL= _ f'K-FT r 1 i ADEQUATE r14L = IN. L/ r JI< L/240 ADEQUATE PROJECT NAME: 7894 MODEL DAVID WEEKLY - P❑R 4' MUideLHntialERstructu N ral+ KUngin LeringP M& 2i KPRDJECT #: l -18❑Z❑ res ee ENGINEER: NJD DATE: 3 1-AUG-1 8 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: '� a . - 1=17,5'N't-- -P417--G--1. 13r-A, PARAMETERS: L = 1C FT W = • 1'S KLF 1 P = K ANALYSIS: RmAx = ©-6S K Vp = - K < V,,LL= .?..j K ADEQUATE r Mt.i = 1•(PI —1 K-FT < MALL = 1•n K-FT a ADEQUATE 4L= ©.1(OS IN. L/ t'ZC, < L/240 ✓ ADEQUATE xis BEAM DESCRIPTION: PARAMETERS: L = L. FT • 1 W - L KLF P - L JI K ANALYSIS: Rm,„ = _ _ K Vp - K < V„u= 1K ADEQUATE Mavc = L _J K-FT < Mnu = K-FT pp ADEQUATE k- = IN. L/I __. :< L/240 ADEQUATE BEAM DESCRIPTION. 2Ak rAZ_ Lc - }Z. 2 c ). ? tr 13 Nt • PARAMETERS: L = Za FT W = '0.15 ELF ' P = K ANALYSIS: R„Ax= i . K V. = - K < V„LL= g•"7 K Z ADEQUATE MMAX = -7,45 K-FT < MALL = 16. 17 K-FT ADEQUATE A.,= 0••'t D'i IN. L/ Li(4j < L/240 ADEQUATE PROJECT NAME: 7894 MODEL , DAVID WEEKLY - P 0 R 44 m iUde Lti Hi Et Rt N ral+ K.U.LerigInerInP til ScK PRELJECT #: 2 1 1 - 1 8020 ENGINEER: NJD DATE: 31-AUG-1 B BEAM & HEADER CALCULATIONS BEAM DESCRIPTION: 244 -1..._a_ 1-12.4AA-05-- ri...1..-cAt--( U-k- e- 14_1‘1—C—k .--) • PARAMETERS: L = iFT , . . W = &•E".‘ KLF /1. k 4. I 5.5 6:.' P - _ _-- Z. K 43 -- .%.11 ANALYSIS: , R,,Ax = .-1\ K V = — K < VA„ = It),GL-k K n ADEQUATE m = 2-14-S3 K-FT < MALL = I Z i .1 i K-FT ADEQUATE IN. U Li Z 7 < L/240 A 0 E:14 UATF ------ 3A-t" BEAM BEAM DESCRIPTION: bil\-tr•-3-G- EAReNmETERD:.. V F—r F _ -{ W = 0•Ck KLF I I IZ.S3t P = 7.143 K •%'-i- 0.GA i ANALYSIS: R,,, = T. (2g K v. --- _- K < V = IC.EL4 K pl AD EQUATE MIIAX = 2,5".UR K-FT < Mau. = S 1 .1 I. K-FT ti ADEQUATE An = 0.401 IN. U L'i I. < L/240 FT ADEQUATE C E' '/ s )( 1 6" L__\A___ BEAM DESCRIPTION: 1_"-.4- S_ -C----17_(‘-k...C.s.. — --Pri\--t. Te-1\-f. ri-E)\-il- e_I--)A-(--L- ,. PARAMETERS: L - q FT , L . L_ W = _ 1_ o KLF . P = — K ANALYSIS: c I K vo = 1 — K < V„, = 5-,(43 K r- 1 ADEQUATE Mrs = 2_0 K-FT < M,,, = K-FT ADEQUATE Am = r o.ok IN. L/ 106•64 < L/240 a AD EQUATE PROJECT NAME: 7894 MODEL L 4' DAVID WEEKLY - POR M ideU LntialH ERN + KUngineLP & ring MK PROJECT#: 211 -18020 res structural ee ENGINEER: NJD DATE: 3 1-AUG-1 3 BEAM & HEADER CALCULATIONS BEAM DESCRIPTION; Zn( mil_ iZji,k a_ 0 T f,•-, Q e ms. PARAMETERS: L = FT W= ID. (.. KLF i J P = - K ANALYSIS: RMAx = = — �•! K V. K < VALL c7•'S) K Or ADEQUATE MMAx = b•13 K-FT < MALL = 1•-tZ K-FT LLLL��JJJJ ADEQUATE 4L = e .0\ IN. ii 1 r)'F < L/240 a ADEQUATE I BEAM DESCRIPTION: PARAMETERS: L L FT y W = P _ .. 1KLF A i P = r _ 1K ANALYSIS: RMAx = _ K V. = I K < VALL= _ i K fl ADEQUATE I�L M MAX = K-FT < MAu = :-FT .I - ADEQUATE An = L `IN. L/ L I< L/240 ADEQUATE BEAM DESCRIPTION: 1 -5T (`t..iZ ik-k-Ca-_ C-t2PI L,,l_ 13 - e_ �`•-A-t‘t, 131' L. PARAMETERS: L = a�rtrt($ ' FT 1 W = 0.�, KLF 4 1 i 1 . P = K ANALYSIS: �j 7 ,/�J RMAx= .1•7 6-1 K Vo = , K < VALL= - 7.V.." K , ADEQUATE M MAX= t . l K-FT < MALL= 2.1 t, K-FT ADEQUATE 4L= 6. \ IN. L/ 7 / < L/240 ff ADEQUATE 4' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 30D Braokslde Ave.Buiiding 4 Ambler,PA 19002 p 215-646-8001 mulhemkulp.°om PROJECT NAME: 7694 MODEL M&K PROJECT#: 21 1-1 B020 ENGINEER: NJD DATE: 3❑-AUG-IS WIND DESIGN SL/MMARY PER ASCE 7-7 D PARAMETERS: ROOF GEOMETRY: BUILDING GEOMETRY: WIND SPEED TRANS. ROOF PITCH 1. :1 2 LENGTH Ss FT EXPOSURE CATEGORY LONG. ROOF PITCH :1 2 WIDTH 4 ` -FT RISE CATEGORY f MEAN ROOF HEIGHT, H 2440".FT NUMBER OF STORIES WINO DIRECTIONALITY FACTOR, K. 0410. TOPOGRAPHIC FACTOR, Kit GUST FACTOR, G 'D,.>p Ql„ DESIGN TYPE ASO TRANSVERSE DIRECTION (PERPENDICULAR TO MAIN RIDGE LINE) RIBUTARV DESIGN AREAS TRIBUTARY DESIGN LOADS: Q FLOOR-TO- /APHRAG (O.6W) FLOOR SECTION M LEVE/ SECTION HEIGHT A 0 B A 0 B 2 ! Roof Surface 9 2611, sq ft Story Shear 0.00 7.06 , 0 kips Wall surface 0 244' # '6'. sq ft Total Shear 0.00 7.06 0.00 kips 7.06 kips Roof Surface } ' ���-�---- --� - �-- 7 +,7 ;FT , ,' "^T, sq ft w--- _ � ] 1.05 I kips Wall surface 0 sq ft 1.12 15.82 1.05 kips Total Shear r p 17.99 kips FND Roof Surface §t I ;p Q sq ft - • Story Shear _ 0.00 4.02 0.00 kips Wall surface b =j. 0 sq ft Total Shear 1.12 - 19.84 1.05 kips 22.01 kips LONGITUDINAL DIRECTION (PARALLEL TO MAIN RIDGE LINE) RIBUTARY DESIGN AREAS TRIBUTARY DESIGN LOADS: (0.6Wt QIAPHRAG FLOOR-TO- FLOOR SECTION SECTION M LEVE/ HEIGHT A ❑ B A 0 B Roof Surface 2 B 0` sq ft Story Shear 0.00 V26 O�kips Wall surface a ., �{1;_:sq ft Total Shear 0.00 6.26 0.00 kips 6.26 (kips Roof Surface 7 s Ft ,� 0 <. sq ft '} I : Story Shear 0.00 8.20 0.00 kips • Wall surface b ";-495' ,5 sq ft Total Shear 0.00 12.46 0.00 kips 12.46 kips Roof Surface - 0: 0 0 >sq ft FND Story Shear 0.00 3.09 0.00 kips Wall surface : G .2A'2 1,t,; sq ft •t (+ Total Shear __0.00 _ 15.55 0.00 kips I 15.55 kips 1,10 (- Page 1 of 1 #104 ki �— 1 IIt#103 ONE-SIDED PF 1.45k 1.0 k co 10'-0" , 20'-0" , 20'-6• , 15-6• , - - a.5.2.2 2" 4,8" 19-8" , J _� E 2 6-2" , 4-6• t 4-10• ,, Q �, o v c c 1T, fib (1.0 1.) 4111) ..... 25 k oil ® -e'r tin y d \ \`�� FRAME DB�O.TO COLUMN WIDTH 1 ' �T'-"„"' \ \ • \ y CO � w= N r- - COVERED PORCH 8 ,� 'M Z , 19.-4• , - 21-2 �, DINING 'S ` 1-Izm . Q ,- M ASCE 7-10 WIND LOAD (135B) 1. H�-1 4' 6" 4'-6' 4,-6-HD-1's ., - . °07 N * '" I 1 1 <T rr LINE OF-rLrABDVb "® DIRECT VENT GAS WATER"-EATER. (4)4-0 6-0 N VENT AND EXHAUST THROUGH:N4i` FX®7'-8" •K, 18 k SIDE WALL TO OILDOORS"' Cep ,L 3"BC_LARD-' , Q �72'�2'-2", 4'-0" , 3'-8" 2'-10" �� E 0 N 12.45 k o aT I Jo FAMILY I 1_� it0 .^ -N CP1;.F5 #112 #112 5 CAR -➢., ( --J GARAGE <P1 cu ASCE 7-10 SEISMIC LOADS (SDC D) oic 0T 0.3k3 '" ' o I �x= o 4 CNI ..,- � s _ � � o — o i (...\_, -ct I 2-8 , 2-6"�' 3'-6" 6'—Z" �'^g ;�"�-�O 00 6.5 k Q 4" 5-4. 4_4. a o Y `� GARAGE TO BE FINISHED W/MIN. _ f� / i 8�z ` , `�' 1/2.'GYP.WALLBOARD ON ALL • '' pOjNp� ` s� v GARAGE-SIDE WALL SURFACES AND ` - I____ `�- - " Cid M 5/8.'TYPE X GYP.WALLBOARD ON ;T'` 6 5 4 3 2 1 \ T-10• 2'-4• 2'-10• 6.5 k - ALL CEILING SURFACES Wes„ , 9 i T � co El, "�,� I :ix': M KITCHEN '� " ♦- N 2 4 U�W� 7.8 H .T ap ¢¢�O¢ / I��Gi IVCD Y 1011- uN¢gNiNCC O !/-• '-' 5 SHELVES 0 HD NOT REQ'D AS UPLIFT IS / ti t CDm 5'-6" 18" =t - -"� 8'-6 5'-2" fN.^ �. 2-4 I STUDY jcv RESISTED BY G.T. LOAD FROM — LC)( ENTRY o Z ABOVE: - J BATH HSTo ' t•- , OPT.3RD HB - C PT. LOAD ABOVE: - (18'}(17PSF)(9')(0.6) = 1652# HD-1 �1x30 c FR'A: ' ro UPLIFT @ SW#106:1631# °,,r—� ^ 8 0 7-0GARAGE DOOR L / ► emP :, �''�3-0 68 © , , 0 2-0 6-0 3-0 6-0 2-0 6-0 1 Q ..-— r-6"SH®r—B" SH UPLIFT @ SW#106:1631# 16-0 7-0 GARAGE DOORIll O . UPLIFT @ SW#106:920# HD-1's APA PORTAL HD-1's , I3'-`-- 3'-D" 3'-0' A. —3- I 5-8" i2"k 3'-9" 3'-6" 4'-9 HD-1 i I I 12.-6" 6'-8• I .1 J S "1 of ♦ All 9-0SOFFlT I �- 1652# > 1631# NO HD REQ'D , .-,..., 0.8 k 477z,- -MIMI-MIDI-- )CI( / .\--C1.4k 1.0k . . 3.0 k (1-.05 R ) 0-.5 12•SO.WOOD COLUMN rL'L�J'/ �• 4 / " 4" TO 18•W/BASE 4 4" 4• 4• #108 W 15,. 8-0• ,9,20", 16'-0" , ---. •/4�,222,•(11.1 7•_iD• 2'�4;, 5'_0" 4,0' ,fr 10'-0• , 19'-4" , 4'_10" , k 0.7 k _ J , 12'-D• , 66'-0• #106 #107 PLAN SQFT. TOTAL LIVING 3028 r/� LIVING Vl 1ST FLOOR 1472 • 2ND FLOOR 1556 SOU FIRST FLOOR 7894 TOTAL SLAB 1118 PLP NOTE: ALL 1ST FLR. CEILING HEIGHTS SLAB GARAGE 868 PORCH 9'-0" UNLESS NOTED OTHERWISE REARTPORCH 143 WINEVI • PORTER Jii #2O2 - -W gs.g O m�s V II II fill , o c V O�__ 1 I m10 18'-10" 1 1 3T-2" / E'E o I I 10'-10' 11'-4" 15'-0" m d m r 1 1 15-6" x 5'-4" / 3'-9" / 3-6° / 4-1' / 3'-3` 4'-0" 4'-0• 3'-9" / 'r CO % ~w`m II I X X r� • ,. 3-0 5-0 12)3-0 5-U 3-0 5-0 SH 4-0 5-0 FX 3-0 0 51.1 I I SH 0 7'-4° SH 0 7-4" 0 7-4" 0 7-4" 0 7'-4" CI r N Cp Cr- r N' --- -1 M® — ASCE 7-10 WIND LOAD (135B) BEDRM 4 RETREAT OWNERS RETREAT i 1.1 z 8-8 CLG. 7.05k ,� `; '41- N 6.25k \ \ • 2-D o T 5-0 01-PASS x '�(TYP.) 2 6 iRiS I t } 8-8" .1 "i --• 0 T 2 0 Z 2'-2' 3-4• 11.-2• r.- YY 36T-6 ,J, •!rBEDRM 6 EASCE 7-10 SEISMIC LOADS SDC D 3( ) ` • joolmmmi I ' BATH s , 11615141311t09 876 5 4 CL �' / O� „ Qi 0 = "' "' 14"H IN `� 1-6 2-4 11JJ \ \ h x oaW -�M 3.4 k o0. IN ,a= OWNERS i <�- 3.4 kemP us --, 3 o E. BEDRM 3 Ul1L i3 / 11'-2" / 2' : 5-0" 0 BATH VENT DRYER --I • o Q 3 THRD ROOF I g 1 \ o \ \ z L � r- L—J 15 SH_I7_0 CLG_II 2R25 o c .1-- — I 111.��Y N ^ * (: ` O 5-0" 11'-2° / 2'r6 1, 4-4" ,4 3-0" 14 4-4" / CO /30 60"TUB ' N �, \ SHOWER N// Ni IRIS I )2-0 4-0 II cc" _\`_,r// ®T-0" IRIS i 0 , L _1 \ M \ 'f 1-0 2-0 3 6 --\ '1. 0 �� 2-0 5-0 3-0 5-0 2-0 5-0 SH 0 7-0' 5H 0 7-6 SH SH 0 7'-6" 5H 0 7'-6 18'-10" 411 ' 0.7 k L91 Lc! L� 1.0k 0.5k 3.Ok (0.7k) 0.4k W 4'-11° 2'-6" 11'-4" /14"/ 3'-10" 2'-10" / s #204 #205 #206 0 sou" SECOND FLOOR 78941 NOTE: ALL 2ND FLR. CEILING HEIGHTS P LI' 8'-0" UNLESS NOTED OTHERWISE WINEV\ \ PORTLF MULHERN + KULP residential structural engineering PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8020 ENGINEER: NJD DATE: 07-SEP-1 B r7 SHEARWALL DESIGN SUMMARY SHEARWALL 2 10 : 2ND - SIDE EXT. WALL OF O.BATH / ❑.RETREAT SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H 4.0 FT. WALL LENGTH, L 31.8 FT. QUALIFYING WALL LENGTH, L 25.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3550 LBS < 5348 LBS SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1 -SIDE 7/1 6° OSB FASTENED W/ 8D NAILS AT &O.C. PANEL EDGES Sc 1 2"O.C. PANEL FIELD - EDGES BLOCKED APEDUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 28.4 K-FT HOLD DOWN DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 810 LBS RESISTIVE MOMENT 84.3 K-FT HOL DOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 202: 2ND - REAR EXT. WALL OF O.RETR EAT/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 1 6.5 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 3150 LBS G 4662 LBS SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1 -SIDE 7/1 6" OSB FASTENED W/ SD NAILS AT &O.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEDUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 1 38.1 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 536 LBB RESISTIVE MOMENT 268.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 1 • 4 , MULHERN & KULP SBUCTL R AL E N G I N E E R I N I. PROJECT NAME: DAVI D WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 B020 ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 204: 2ND - FRONT EXT. WALL OF BATH#3 I'I SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 5.3 FT. QUALIFYING WALL LENGTH, L 5.3 FT. SHEARWALL ASSEMBLY 1 P1 I CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700 LBS G 1791 LBS SHEARWALL 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 406 PLF OVERTURNING MOMENT 5.9 K-FT UPLIFT CONNECTOR 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 SHEARWALL 205: 2ND - FRONT EXT. WALL OF BD#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HC 5.0 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 L 1000 LBS G 14701LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 ❑SB FASTENED WI SD NAILS AT 5"O.C. PANEL EDGES & 1 2FO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 8.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS ' DL AT ENDS OF WALL 202 LBS RESISTIVE MOMENT 1 1.7 K-FT HOLDOWN CAPACITY 0 LB5 HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 2 4 ' MULHERN & KULP STRUCTURAL ENGINEERING PROJECT NAME: DAV I D W E E KLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 B020 ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 206: 2ND - FRONT EXT. WALL OF OWNER'S WIC SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H, 4.0 FT. WALL LENGTH, L 12.7 FT. QUALIFYING WALL LENGTH, L 8.2 FT. SHEARWALL ASSEMBLY 1 _. P1_. CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY J1400 LBS G 2129 LBS SHEARWALL ASSEMBLY SPECIFICATION II P1 - 1 -SIDE 7/1611 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 22.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 436 LBS RESISTIVE MOMENT 34.3 K-FT HOLDOWN CAPACITY 0 LB5 HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 2 1 0: 2ND - SIDE EXT. WALL OF BD#4 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, MC 0.0 FT. WALL LENGTH, L 1 2.3 FT. QUALIFYING WALL LENGTH, L 1 2.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 250 LBS G 4143 1 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/1611 OSB FASTENED WI SD NAILS AT 6nO.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 10.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 100 LB5 RESISTIVE MOMENT 10.3 K-FT HOLDOWN CAPACITY 0 LB5 HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 3 MULHERN 8€ KULP T RUC T Ufa AL E N G 1 N E E R I N O PROJECT NAME: DAV I D W E E KLEY HOMES 7B94 MODEL M&K PROJECT #: 21 1 -1 B020 ENGINEER: NJD DATE: 07-SEP-18 SHEARWALL DESIGN SUMMARY SHEARWALL 2 1 1 : 2ND - SIDE EXT. WALL OF BATH#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H 0.0 FT. WALL LENGTH, L 10.5 FT. QUALIFYING WALL LENGTH, L 10.5 FT. SHEARWALL ASSEMBLY I P1 I CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2350 Les G i— 3528 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ SD NAILS AT 611O.C. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: I RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 1 8.8 K-FT UPLIFT CONNECTOR DESIGN LOAD 1 067 LB5 DL AT ENDS OF WALL 100 LBS RESISTIVE MOMENT 7.6 K-FT HOLDOWN CAPACITY 1 705 LBS HOLD-DOWN SPECIFICATION SIMPSON CS16 STRAP TIE (1411 END LENGTH) FASTENED WI 26-8D NAILS SHEARWALL 1 0 1 : 1 ST 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 20.3 FT. QUALIFYING WALL LENGTH, L 20.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 6800 LBS G 6832 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -BIDE 7/16° OSB FASTENED W/ 8D NAILS AT 6110.C. PANEL EDGES & 1 2"O.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 0 LBS RESISTIVE MOMENT 61.8 K-FT HOLDOWN CAPACITY D LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 4 MULHERN E. KULP STRUCTURAL E N G I N E E R I N CI PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8020 ENGINEER: NJD DATE: O 7-S EP-Is ��77 SHEARWALL DESIGN SUMMARY 1 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 L P1 , CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1450 LBS G 1736 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/165 OSB FASTENED W/ 8D NAILS AT 6'O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 60 PLF OVERTURNING MOMENT 19.3 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 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 0 3: 1ST - REAR EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 1 0.0 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 G ( 6384 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED WI SD NAILS AT &O.C. PANEL EDGES & 1 2nO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 41 5 PLF OVERTURNING MOMENT 72.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 268 LBS RESISTIVE MOMENT 72.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 5 MULHERN 8. KULP STRUCTURAL ENDINEERIND PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8❑2❑ ENGINEER: NJD DATE: 07-SEP-1 e SHEARWALL DESIGN SUMMARY 1 SHEARWALL 04: 1 ST - SIDE EXT. WALL OF GARAGE @ REAR SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, H, 0.0 FT. WALL LENGTH, L 15.0 FT. QUALIFYING WALL LENGTH, L 15.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1750 LBS < 5040 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" OSB 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 1 7.5 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 19.0 K-FT HOLDOWN CAPACITY 0 LB5 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 FT. QUALIFYING WALL LENGTH, L 4.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO JI,LBS < 1 623 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ BD NAILS AT 61iO.C. PANEL EDGES & 1 2uO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 1 6.6 K-FT HOLD DOWN DESIGN LOAD 1 631 LBS DL AT ENDS OF WALL 784 LBS RESISTIVE MOMENT 8.7 K-FT HOLDOWN CAPACITY 51 50 LB5 HOLD-DOWN SPECIFICATION SIMPSON STHD14RJ HOLDOWN FASTENED WI 38-1 6o NAILS Page 6 • 4 ' MULHERN 8c KULR STRUCTURAL ENGINEERING PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: Z 1 1 -1 8020 ENGINEER: NJD DATE: 07-SEP-1 B . SHEARWALL DESIGN SUMMARY SHEARWALL 1 0 / : 1 ST - 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 1 2.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 1 CO LBS < L 1 3E16 ALBS SHEARWALL ASSEMBLY SPECIFICATION 1 P1 - 1 -SIDE 7/16' OSB FASTENED W/ BD NAILS AT 611O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED 1 ADECUATE, OVERTURNING EVALUATION: 1 RESISTIVE DL 285 PLF OVERTURNING MOMENT 21.3 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 O e: 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 12.7 FT. QUALIFYING WALL LENGTH, L 6.2 FT. SHEARWALL ASSEMBLY 1 P1 l CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1400 LBS < I 1419 Les 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 ADECUATE OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 55.9 K-FT HOLD DOWN DESIGN LOAD 920 LBS DL AT ENDS OF WALL 678 LBS RESISTIVE MOMENT 44.3 K-FT HOLDOWN CAPACITY 5150 LBS HOLD-DOWN SPECIFICATION SIMPSON STHD14RJ HOLDOWN FASTENED W/ 38-1 60 NAILS Page 7 • I ' MULHERN 8� t-CULP • B T R u C T U R A L E N G I N E E R I N G PROJECT NAME: DAV I D W E E KLEY HOMES 7B94 MODEL M&K PROJECT #: 21 1 -1 B020 ENGINEER: NJD DATE: 07-S EP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 1 09: 1 ST - 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 G I 4929 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" OSB FASTENED WI SD NAILS AT 6°0.C. PANEL EDGES & 1 2'0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 42.2 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 1 50 LBS RESISTIVE MOMENT 42.9 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 1 0: 1 ST - SIDE INT. WALL OF GARAGE BY FAMILY ROOM SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, HC O.❑ FT. WALL LENGTH, L 17.8 FT. QUALIFYING WALL LENGTH, L 17.8 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 5100 LBS 5991 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16H OSB FASTENED W/ 8D NAILS AT 6"O.C. PANEL EDGES & 1 2°O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 60.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 1 50 LBS RESISTIVE MOMENT 62.9 K-FT HOLDOWN CAPACITY 0 LB5 HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 8 MULHERN KULP a T A U C T O R At_ E N 61 N E E B I N O PROJECT NAME: DAVID WEEKLEY HOMES 7694 MODEL M&K PROJECT #: 21 1 -1 B❑2❑ ENGINEER: NJD DATE: 07-SEP-1 SHEARWALL DESIGN SUMMARY SHEARWALL 1 1 1 : 1ST - SIDE EXT. WALL OF 5 CAR BAY SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, H, 0.0 FT. WALL LENGTH, L 20.0 FT. QUALIFYING WALL LENGTH, L 20.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY ft1 1 OO LBS < r 6720 _'LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1 6° OSB FASTENED W/ EID NAILS AT 6"D.C. PANEL EDGES & 1 2nO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 1 1.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 31.3 K-FT HOL DOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 1 2: 1 ST - REAR EXT. WALL OF 5 CAR BAY SHEARWALL PROPERTIES: WALL HEIGHT, H 10.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 10.0 FT. QUALIFYING WALL LENGTH, L 10.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 300 LBS < 3360 Las SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ SD NAILS AT 6°O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE, OVERTURNING EVALUATION: RESISTIVE DL 270 PLF OVERTURNING MOMENT 10.5 K-FT HOLD DOWN DESIGN LOAD 0 LBS OL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 15.8 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 9 141' MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Ave,Building 4.Ambler,PA 19002 p 215-646-8001-Mil lhernkulp-com PROJECT NAME: 7894 MODEL DAVID WEEKLEY M&K PROJECT #: 2 1 1-1 8020 ENGINEER: NJD DATE: 30-AUG-1 B SEISMIC CALCULATION - ASCE 7-10 SEISMIC DESIGN CATEGORY: BUILDING PERIOD DETERMINATION: USER INPUTS: USER INPUTS: SITE CLASS ❑ BUILDING PERIOD COEFFICIENT, CT I 0.020I SPECTRAL RESPONSE ACCELERATION 0.2 SEC, SS I 0.9871 LONG-PERIOD TRANS PERIOD,TL(SEC) I 6I SPECTRAL RESPONSE ACCELERATION 1.0 SEC, S 1 I ❑424I HT.ARV BASE TO HIGHEST LEVEL,h,,, I 1 71 OCCUPANCY CATEGORY II CALCULATED VALUES: VARIABLES: APPROXIMATE FUNDAMENTAL PERIOD,T,T I 0.167 I SITE COEFFICIENT, FA 1.1 1 To 0.123 SITE COEFFICIENT, FV 1.58 Ts I 0.613 I CALCULATED VALUES: SPECTRAL RESPONSE ACCELERATION, Se(G)I 0.729 I MAXIMUM SPECTRAL RESPONSE ACCELERATION, SRg 1.094 MAXIMUM SPECTRAL RESPONSE ACCELERATION, S„, 0.670 DESIGN SPECTRAL RESPONSE ACCELERATION, Spg 0.729 DESIGN SPECTRAL RESPONSE ACCELERATION, Sol 0.447 SEISMIC DESIGN CATEGORY(SHORT TERM) 0 SEISMIC DESIGN CATEGORY(1.0 SECOND TERM) 0 EQUIVALENT LATERAL FORCE PROCEDURE DL OF EXT WALL DEAD LOAD CALCULATION: TRIBUTARY TO LEVEL J_EVEL STORY HT (FT.) AREA(FT') DEAD 1 DAC(65r) (KPS TOTAL LEVEL DL 1 9.0 2315 15 17.7 52 K 2 8.0 1370 17 7.5 31 K 3 0.0 0 0 0.0 0 K 4 0.0 0 0 0.0 0 K 5 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 O.O ❑. O ❑.❑ 0 K 9 0,0 ❑ 0 0.0 0 K 10 0.0 0 0 0.0 0 K TOTAL DEAD LOAD OF STRUCTURE I B3 I KIPS SEISMIC RESPONSE COEFFICIENT: TRANSVERSE J DNSITIIIINAI RESPONSE MODIFICATION FACTOR, R I 6.5 I I 6.5 OCCUPANCY IMPORTANCE FACTOR, IE I 1.00 I I 1.O0 I SEISMIC RESPONSE COEFFICIENT. C F I 0.112 I I ❑.1 1 2 I BASE SHEARS: ULTIMATE LOADS X 0.7 = ALLOWABLE LOADS TRANSVERSE J fNGITIInINAI TRANSVERSE J flNSIT11flINAI I 9 I K I 9 I C I 7 IX I 7 IC STORY SHEAR CALCULATION: DISTRIBUTION EXPONEI 1.00 I ULTIMATE LOADS X 0.7 = ALLOWABLE LOADS TRANSVERSE 1 ONGITUDINAI TRANSVERSE 1 ONH+ITIIIINAI J EVEIVERT DIRT FACTOR. C STORY SHEAR, F., STTJRY SHEAR F„ STrIRY SHFAR F., Fe STORY SHEAR STYlRY SHEAR F.. I STORY SHEAR 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 0.13 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 ❑.❑ K 0.0 K 0.0 K 0.0 K 0.0 K 0.0 K B 0.00 0.0 K 0.0 K 0.0 K ❑.❑ K 0.0 K 0.0 K 9 ❑.❑❑ 0.0 K ❑.D 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 . #104 ei ,„%, #103 ONE-SIDED PF <45� `� 0 E T 51 66'-0" / TS c c 10'-0" , 20'-0" , 20'-6" 15-6• - - -y O 0 c 2° .�8, 19-8" J 9 (] `43 E c i 6-2 4-6 4'-10" Q r - o-v c r 2.25 k (1.0� <.25 I t.) n ii Tggs `L/Y'u m W w SH®7'-8' t ,maim \ \•��, FRAME DB EQ_TO COLUMN WIDTH I ' ` \ \ ` V Q'g c F-Fm is m Ii COVERED PORCH Z mow_ T N Et w o . ,"/ 19.-4" !i ' 211-2 DINING B co _ -d ASCE 7-10 WIND LOAD (135B) ,HD-1 +'-6 4'_6" +' 6'HD-1's Q X x I y o^--- in ., N p DIRECT VENT GAS WATER 1EATERH (4)4-0 6-0 04 ' 18 k VENT AND EXHAUST LROUGH o FX®T8' \ \ Cl) SIDE WALL TO IX/DOORS "' ` E Q 0 Y 3"BOilARD J ''i ,12' , 4'-0• , 3'-B" 2'-10• ',. .N 0 12.45 k 4t o o 0 I FAMILY T. '� 'fi. N CPTM6 i I �I.) #112 5 CAR I L__J #112 GARAGE <P• 1 µp AW�' ASCE 7-10 SEISMIC LOADS SDC D _nj CPTwts / � r� r it it . \ 2g 2, 6,�, 3,_6, 6,-2. � n �-.,46.5 k4N- �>'! o QQo cC3 //�'\\ GARAGE TO BE FINISHED W/MIN. In11 if S z Cfl ', 1 2.'GYP.WALLBOARD ON ALL ® � RANNG j ----- Q // M GARAGE-SIDE WALL SURFACES AND ` - - - _ ___,_,__., ' 5/B.'TYPE X GYP.WALLBOARD ON ��, - - - � \ r. 6• .5 k r ALL CEILING SURFACES 1 • • 6 5 4 3 2 1 /8 T-Io" 2'-4"4,2'-10• , ✓M N\ ID N , 1 KITCHEN \ �- Y Nsx g ga�N I`.<; 10 CO i iH 5 SHELVES cy) HD NOT REQ'D AS UPLIFT IS rc) It 0 m 5'-6' ,18",�=a - _I 5'-2" III aO zo 2-4 - \ STUDY lid ® o 0 RESISTED BY G.T. LOAD FROM • ' , LEX ; ... ENTRY „ zoo s ABOVE: J B TH e `� PT. LOAD ABOVE: 0 Ia S,_o° ' °„B (18')(17PSF)(9')(0.6) = 1652# ��� HD-1 . \0 o ' 7 ' - - (2)3-0 6-0 UPLIFT @ SW#106:1631# T / �\ _ .• �")®'' .�, ® � 0 8-0 7 0 GARAGE DOOR A A 2-0 6-0 3-0 6-0 2-0 6-0 UPLIFT @ SW#106:1631# 7 �SHo7' 3-0 " i6-0 7-0 GARAGE DOOR �- �� 13- 3'-0" I S-0' L �"-3' , 5'-6• 112"I 3'-6' , 4'-9'HD-1 o UPLIFT @ SW#106:920# HDVVV 1 s APA PORTAL HD-1's al , I I 12'-6" , •1 , �` 9-0 SOFFIT I \ 1652# > 1631# NO HD REQ'D \ ,.." 0.8 k l-_- mE> a-T7-- o `Cl) N _LowMo�nonL__ 3.0k C1.05� — 1.4k Imp." 12"SO.WOOD COLUMN 0.5 k TAPERED To 16•w/eASE 4• 4" 4• #18-0' �920 , 16-0" 20" 4 �2" T-10' 2" 5-0' 12,,IL to'-o , 1e'-4 , +' t0' ,C1.1 k 0.7 k �P`, 4. 2 0 #106 #107 PLAN SQFT. TOTAL LIVING 3028 T/� LIVING V1 1ST FLOOR 1472 14 2ND FLOOR 1556 SOU FIRST FLOOR 7894 TOTAL SLAB 1118 ■ GARAGE NOTE: ALL 1ST FLR. CEILING HEIGHTS SLAB L 868 9'-0" UNLESS NOTED OTHERWISE FRONT PORCH 1 07 REAR PORCH 14343 W I N EVi • PORTLF t !Ii #202 W _ _ -2wo o mom~; J _, 1 N E a y Q '- ' o� CO ® r Iffi /IN PP -1 1 %., — O 7 p_c 18'-10" / 11 37'-2" , Z E,a U 1 1 10'-10" 11'-4" 15'-0" t Re 115'-6 5-4° / 3'-9" 3'-6" 4'-1" ' 3'-3" 4'-0" 4'-0' 3-9° t . CD ` I-on as X X r • ,I 1 3-0 5-0 1)ro p-u 3-0 5-0 SH 4-0 5-0 FX 3-0 0 SH T I I SH 0 7'-4° 59 0 7-4" 0 7'-4" 0 7'-4" 0 7'-4" 13 r N YI - WV -i N N ASCE 7-10 WIND LOAD (135B) N o BEDRM 4 OWNER'S ® U RETREAT RETREAT - 8-8 CLG. 7.05k a 13'-10" 5•0" 0 • 6.25 k . . . 5-0 BI-PASS t(TYp,) Ln CU 42'-0" I In IRIS I .1- } g-8.. a _ M 1-- 7- .o r z' a z-b g o o f ;_ 2-4- 2'-2"�, 3'-4 I tt'-2 r:- 2.� 2-0 3'-6 7-6" (y^: •'♦ NC�• 15, BEDRM 6 42"HIGH WAL 1 `= � ��s Q ASCE 7-10 SEISMIC LOADS (SDC D) 7S- I. 15 14 13 12�„,U 9 B 7 6 5 4 ^ Or oII / 'n „I® BATH "' 4"H DPAILJ ,G. / u i a .7.9 � m 1-6 2-4 \ \ �i ♦� 3.4 k2 OWNERS y k p BATH CO N 3.4 k L. ).<10Lc, Si �-. a —M ' o ^ Ul1L I3 I - L_-J (y 11'-2" 2' : 5.0° ® BATH BEDRM 3 1- tx• o p-/ s i VENT DRYERCO c 3THRU ROOFlffi I • ' I • • z (� f T ` I___II 5 SH }-1 17_0 CLG_gil 2R2S i T' ..LLLLLLtttttt ct o !� O 5-0" f 11'-2° 5-0° 2' 6"1. 4 4" 18, 3 0° „Fr/ 4.-4' CO30"z60" TUB W/MOWER (2)2-0 4-0 �' I ` ' . k� w `�,I 1RiS ��FF1i 0 T-0" IRIS 0 v I /J 1 1 N L .-10 t 1—� O \ z-o.;-s, • . 2-0 5-0 3-0 5-0 2-0 5-0 SH 0 7-0 SH 0 7'-6" SH 0 7-6" SH 0 7'-6" Ai 411 Q.7 k H [IC L_ • 0,4k 3.Ot- 0.7k 3'-3° 3'-0" 3'-0" 2'-1" 2'-6" 16" 4'-11" 2'-6" 5'-3° 11'-4" �14"/ 3'-70" 2'-10" 5-4" , 12'-6° / 6'-8" , 12'-8" 37'-2° #204 #205 #206 C sou- SECOND FLOOR 7894 NOTE: ALL 2ND FLR. CEILING HEIGHTS P Lr 8'-0" UNLESS NOTED OTHERWISE WINEVI PORTER S. • • • IMULHERN + KULP residential structural engineering PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8020 ENGINEER: NJD DATE: 07-SEP-IS SHEARWALL DESIGN SUMMARY SHEARWALL 201 : 2ND - SIDE EXT. WALL OF ❑.BATH / ❑.RETREAT SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H 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 1700 ,LBS G 4302 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1 611 OSB FASTENED W/ SD NAILS AT 611O.C. PANEL EDGES Sc 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 ❑ 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 ❑.RETREAT/RETREAT/BD#4 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HD 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 1 1 700 LBS G 3316 Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ SD NAILS AT 611D.C. PANEL EDGES & 1 2110.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 13.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 536 LBS RESISTIVE MOMENT 268.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Pagel I I MULHERN a KULP STRUCTURAL. ENDINEEBIND PROJECT NAME: DAVID WEEKLEY HOMES 7B94 MODEL M&K PROJECT #: 21 1 -1 B020 ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 204: 2ND - FRONT EXT. WALL OF BATH#3 ' SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H, 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 400 LBS < 1 1 274 JLBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" OSB FASTENED W/ SD NAILS AT 6n0.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 406 PLF OVERTURNING MOMENT 3.2 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 404 LBS RESISTIVE MOMENT 7.1 K-FT HOLDOWN CAPACITY 0 LBS i HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED 1 SHEARWALL 205: 2ND - FRONT EXT. WALL OF BD#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.13 FT. MAX WALL OPENING HT, HC 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 < I 1 046 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1-SIDE 7/16" OSB FASTENED W/ 8D NAILS AT 6"0.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 4.0 K-FT HOLD DOWN 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 NO HOLDOWN REQUIRED Page 2 1 4 i MULHERN 8, KULP !STRUCTURAL E N G I N E E R I N G PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8020 ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY I' SHEARWALL 206: 2ND - FRONT EXT. WALL OF OWNER'S WIC i''. SHEARWALL PROPERTIES: I WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H 4.0 FT. WALL LENGTH, L 1 2.7 FT. QUALIFYING WALL LENGTH, L 8.2 FT. SHEARWALL ASSEMBLY P1 '. I 1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY BOO LBS < f- _ 1 514 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 — 1 —SIDE 7/16" OSB FASTENED WI 8D NAILS AT 611O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEDUATE OVERTURNING EVALUATION: III RESISTIVE DL 406 PLF OVERTURNING MOMENT 6.4 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 436 LBS RESISTIVE MOMENT 34.3 K-FT HOLDOWN CAPACITY 0 LBS HOLD—DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 2 1 0: 2ND - SIDE EXT. WALL OF BD#4 5HEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 1 2.3 FT. QUALIFYING WALL LENGTH, L 1 2.3 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700 LBS G 2947 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 —SIDE 7/1611 OSB FASTENED W/ 8D NAILS AT 6"O.C. PANEL EDGES Sc 1 211O.C. PANEL FIELD - EDGES BLOCKED ADECUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 5.6 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 100 LBS RESISTIVE MOMENT 10.3 K-FT HOLDOWN CAPACITY 0 LB5 HOLD—DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 3 ' MULHERN KULP S T RUC T U R A L E N G I N E E R I N G PROJECT NAME: D AV I D W E E K L EY HOMES 7B94 MODEL M&K PROJECT #: 21 1 -1 8020 ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 21 1 : 2ND - SIDE EXT. WALL OF BATH#3 SHEARWALL PROPERTIES: WALL HEIGHT, H 8.0 FT. MAX WALL OPENING HT, H 0.0 FT. WALL LENGTH, L 1 0.5 FT. QUALIFYING WALL LENGTH, L 10.5 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1000 LBS G l 2510 JLes SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1 -SIDE 7/1 611 OSB FASTENED W/ BD NAILS AT 611D.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEDUATE OVERTURNING EVALUATION: RESISTIVE DL 1 34 PLF OVERTURNING MOMENT 8.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 39 LBS DL AT ENDS OF WALL 100 LBS RESISTIVE MOMENT 7.6 K-FT HOLDOWN CAPACITY 1705 Les HOLD-DOWN SPECIFICATION SIMPSON CS16 STRAP TIE (1411 END LENGTH) FASTENED W/ 26-8D NAILS SHEARWALL 1 0 1 : 1 ST - 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 2500 1LBS G 7529 LBS SHEARWALL ASSEMBLY SPECIFICATION P 1 - 1 -SIDE 7/1 611 OSB FASTENED W/ BD NAILS AT 611D.C. PANEL EDGES & 1 2"0.C. PANEL FIELD - EDGES BLOCKED ADEDUATE OVERTURNING EVALUATION: RESISTIVE DL 332 PLF OVERTURNING MOMENT 22.5 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 350 LBS RESISTIVE MOMENT 158.2 K-FT HOLDOWN CAPACITY ❑ LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page 4 MULHERN 8, KULP STRUCTURAL ENGINEERING PROJECT NAME: DAV I D W E E KLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 6020 ENGINEER: NJD DATE: 07-SEP-1 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, H 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 (LBS < 1 235 ALBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/16" OSS FASTENED W/ 8D NAILS AT &O.C. PANEL EDGES & 1 211O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 1 60 PLF OVERTURNING MOMENT 9.0 K-FT UPLIFT CONNECTOR DESIGN LOAD ❑ LBS DL AT ENDS OF WALL 1 50 LBS RESISTIVE MOMENT 19.4 K-FT HOLDOWN CAPACITY ❑ LB5 HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED SHEARWALL 1 0 3: 1ST - REAR EXT. WALL OF GARAGE SHEARWALL PROPERTIES: WALL HEIGHT, H 1 0.0 FT. MAX WALL OPENING HT, HC 0.0 FT. WALL LENGTH, L 19.0 FT. QUALIFYING WALL LENGTH, L 19.0 FT. SHEARWALL ASSEMBLY P3 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY • 1250 LBS < 8569 Les SHEARWALL ASSEMBLY SPECIFICATION P3 - 1 -SIDE 7/1 611 OSB FASTENED W/ 8D NAILS AT 3'O.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 41 5 PLF OVERTURNING MOMENT 1 2.5 K-FT HOLD DOWN DESIGN LOAD 0 LB5 DL AT ENDS OF WALL 268 LBS RESISTIVE MOMENT 72.0 K-FT HOLDOWN CAPACITY 51 50 LB5 HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 5 l ` 4 ' MULHERN 8. KULP STRUCTURAL @ N G I N E E R I N O PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 802❑ ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 1 04: 1 ST - SIDE EXT. WALL OF GARAGE @ REAR SHEARWALL PROPERTIES: WALL HEIGHT, H 1 0.0 FT. MAX WALL OPENING HT, He 0.0 FT. WALL LENGTH, L 15.0 FT. QUALIFYING WALL LENGTH, L 1 5.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 1 000 LBS < 9 3585 LBS SHEARWALL ASSEMBLY SPECIFICATION . P1 - 1 -SIDE 7/16" OSB FASTENED W/ BD NAILS AT &O.C. PANEL EDGES & 1 2'O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 134 PLF OVERTURNING MOMENT 1❑.❑ K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 1 9.0 K-FT HOLDOWN CAPACITY 0 LBS 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 4.2 FT. QUALIFYING WALL LENGTH, L 4.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY J500 LBS < 1 1 54 LBS SHEARWALL 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 I OVERTURNING EVALUATION: I'' RESISTIVE DL 506 PLF OVERTURNING MOMENT 4.5 K-FT HOLD DOWN DESIGN LOAD 0 LBS I DL AT ENDS OF WALL 784 LBS RESISTIVE MOMENT 8.7 K-FT HOLDOWN CAPACITY 51 50 LBS HOLD-DOWN SPECIFICATION I No HOLDOWN REQUIRED Page 6 . • 4 ' MULHERN 8. KULP p T RUCTURAL ENGINEERING PROJECT NAME: DAV I D W E E KLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8020 ENGINEER: NJD DATE: 07-SEP-1 B _ SHEARWALL DESIGN SUMMARY SHEARWALL 1 0 / : 1ST - FRONT EXT. WALL OF BD#2 • SHEARWALL PROPERTIES: WALL HEIGHT, H 9.0 FT. MAX WALL OPENING HT, H, 6.0 FT. WALL LENGTH, L 12.5 FT. QUALIFYING WALL LENGTH, L 4.5 FT. SHEARWALL ASSEMBLY I P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 700 LBS < 986 [Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ 8D NAILS AT 6nO.C. PANEL EDGES & 1 2"O.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 08: 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 1 2.7 FT. QUALIFYING WALL LENGTH, L 6.2 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: 1 TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY li 1 000 LBS < 1009 LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1 6° OSB , FASTENED WI SD NAILS AT 6"O.C. PANEL EDGES & 1 2uO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE I I OVERTURNING EVALUATION: RESISTIVE DL 506 PLF OVERTURNING MOMENT 9.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 678 LBS RESISTIVE MOMENT 44.3 K-FT HOLDOWN CAPACITY 5150 LBS HOLD-DOWN SPECIFICATION No HOLDOWN REQUIRED Page- MULHERN & KULP BUCTUALESGIERINQ PROJECT NAME: DAV I D W E E KLEY HOMES 7B94 MODEL M&K PROJECT #: 21 1-1 BOZO ENGINEER: NJD DATE: 07-SEP-1 B 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, He 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 1200 LBS G 3506 1LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB FASTENED W/ SD NAILS AT 6"0.C. PANEL EDGES & 1 2"O.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 10.13 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 ❑: 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 1 7.8 FT. QUALIFYING WALL LENGTH, L 17.8 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 2000 LBS G 4261 _LBS SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -BIDE 7/16° OSB FASTENED W/ BD NAILS AT 6nD.C. PANEL EDGES & 1 2BO.C. PANEL FIELD - EDGES BLOCKED ADEQUATE OVERTURNING EVALUATION: RESISTIVE DL 423 PLF OVERTURNING MOMENT 19.0 K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 1 50 LBS RESISTIVE MOMENT 62.9 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION NO HOLDOWN REQUIRED Page 8 4 • MULHERN KULP STRUCTURAL ENGINEERING PROJECT NAME: DAVID WEEKLEY HOMES 7894 MODEL M&K PROJECT #: 21 1 -1 8❑2❑ ENGINEER: NJD DATE: 07-SEP-1 B SHEARWALL DESIGN SUMMARY SHEARWALL 1 1 1 : 1 ST - SIDE EXT. WALL OF 5 CAR BAY SHEARWALL PROPERTIES: WALL HEIGHT, H 1 0.0 FT. MAX WALL OPENING HT, H 0.0 FT. WALL LENGTH, L 20.0 FT. QUALIFYING WALL LENGTH, L 20.0 FT. SHEARWALL ASSEMBLY P1 CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL ALLOWABLE SHEARWALL CAPACITY 300 LBS G 4780 ,Les SHEARWALL ASSEMBLY SPECIFICATION P1 - 1 -SIDE 7/1611 OSB 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 3.0 K-FT UPLIFT CONNECTOR DESIGN LOAD 0 LBS DL AT ENDS OF WALL 400 LBS RESISTIVE MOMENT 31.3 K-FT HOL DOWN 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 PO CAPACITY EVALUATION: TOTAL SHEAR LOAD ON WALL J�((��((..J�//..yy,,ALLOWABLE SHEARWALL CAPACITY ❑ !LBS ##### #DIV/0! LBS SHEARWALL ASSEMBLY SPECIFICATION PO - 1 -SIDE 7/1 611 OSB FASTENED W/ BD NAILS AT 6"0.C. PANEL EDGES & 1 2'O.C. PANEL FIELD - UNBLOCKED #DIV/O! OVERTURNING EVALUATION: RESISTIVE DL ❑ PLF OVERTURNING MOMENT '#DIV/❑I K-FT HOLD DOWN DESIGN LOAD 0 LBS DL AT ENDS OF WALL 0 LBS RESISTIVE MOMENT 0.0 K-FT HOLDOWN CAPACITY 0 LBS HOLD-DOWN SPECIFICATION II NO HOLDOWN REQUIRED Page 9