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14019 (CFO) & Structural Calcs77445 Loma Vista 14019 Use Classification Single Family Dwelling Bldg. hermit No. 14019 Group R3 Type Construction • V11 Fre Zone Use Zone. SR Owner of Building Mr— . and Mrs . Ed Murphy Address '79-811 Suite B Country Club Drive City Bermuda Dunes, Ca., 92201 By: Daniel P. Crawford Jr. Dote; June 22, 1995 Bu Idinq Official P09T IN A CONSPICUOUS PLACE ` u,x �-.,��. �.`�,.. ':a ..,._ `•.+. —'.+y.. rY.-r'-., t.z 4: = 1....— �.�.�P. '�. �.. :i '�+4IP:ti�`C^ — CAL WEST ENGINEERING 81-159 Durango Dr. Indio, Ca. 16191 342 9695 10-25-94 Mark Harold Plans Examiner City of La Quinta La Quinta, Ca ,Re: -Lot 38 The Enclave L Dear Mark, I have reviewed the truss layout and calculations provided by Sates Fabricators for the above referenced project and find that they are in substantial conformance with the structural design. I also intend to provide structural observation per UBC 307 for this project. If you have any further questions..please do not hesitate to call. Sincerely, J y Yo g P.E STRUCTURAL CALCULATIONS FOR SINGLE FAMILY RESIDENCE LOT 38 THE ENCLAVE, LA QUINTA PREPARED FOR CHEROKEE HOMES 6-21-94 BY CAL WEST ENGINEERING CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING JOB 81-159 DURANGO DR. SHEET NO. OF INDIO, CA. !CALCULATED BY 92201 CHECKED BY 619-342-9695 SCALE VERTICAL LOAD DESIGN DESIGN DATA: LUMBER: DOUGLAS.FIR-LARCH GRADE SIZE Fb psi Fv psi Fc psi E psi #2 2"-411THICK 1650 95 1000 1700.000 2"-411WIDE #2 2"-411THICK. 1450 95 1050 1700000 5"& WIDER #1 2"-4"THICK 1500 95 1250 1800000 5°& WIDER #1 BEAMS & 1300 85 925 1600000 STRINGERS #1 BEAMS & 1550 85 .1100 1700000 DENSE STRINGERS SELECT BEAMS & 1600- 85 1100 1600000 STRUCTURAL STRINGERS GLU-LAM BEAMS: MICROLAMS `24F -V3 DF/DF 24F -V8 DF/DF TRUS JOIST Fb=2400 psi Fb=2400 psi Fb=2800 psi Fv=165psi. Fv=165ps1 Fv=285ps1 E=1700000psi E=1800000psi E=2000000psi SIMPLE CANTILEVER POSTS: #1 DOUGLAS FIR -LARCH SIZE Fb psi Fv psi Fc psi E psi - 6X 1200 85 1000. 1600000 4X 1750 95 1250 1800000 FOUNDATION WALLS: ASTM GRADE C-90 NORMAL WEIGHT MASONRY BLOCK Fm=1500 psi REINFORCING STEEL: GRADE 40 Fy=40 ksi CAL WEST ENGINEERING .CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 6.19-342-9695 VERTICAL LOADS: ROOF: .TYPICAL (PITCHED) DEAD LOAD: 1/2 --PLYWOOD 1.50 TILE 10.00' INTERIOR 2X4 2X12 OR 2X TRUSSES '@ 24" 2.10 1/2" DRYWALL 2.50 INSULATION 1.00 DRYWALL MISC. 1.90. INSULATION TOTAL 19.00-19-7-S. F. LIVE LOAD: >4:12 1.00 LESS THAN 200 S.F T.A 16.00 P.S.F. 201-600 S.F. T.A. 14.00 P.S.F. .GREATER THAN 600 S.F. T.A. 12.00 P.S.F. JOB SHEET NO-. lo, OF CALCULATED BY CHECKED BY SCALE TYPICAL (FLAT) DEAD LOAD: 1/2"PLYWOOD 1.50 BUILT-UP ROOF 5.50 2X12 @ 24" 3.20 1/2" DRYWALL 2.50 INSULATION 1.00 MISC. 1.30 <4:12 20.00 P.S.F. 16.00 P.S.F. 12.00 P.S.F. WALL: TYPICAL INTERIOR 2X4 DEAD LOAD: 2 LAYERS 5/8" DRYWALL 6.25 INSULATION 1.00 2X4 STUDS @. 16" o/c 1.00 MISC. 1.75 TOTAL 10.00 P.S.F. TYPICAL INTERIOR 2X6 DEAD LOAD: 2 LAYERS 5/8" DRYWALL 6.25 INSULATION 1.00 2X6 STUDS @ 16" o/c 1.60 MISC. 1.15 TOTAL 10.00 P.S.F. TYPICAL EXTERIOR 2X6 DEAD LOAD: STUCCO 10.00 1 LAYERS 5/8" DRYWALL 3.13 INSULATION 1.00 2X6 STUDS @ 16" o/c 1.60 MISC. 1.27 TOTAL 17.00 P.S.F. LATERAL LOADS: WIND: 70 M.P.H. EXPOSURE C p=CeCggsI=(1.06)(1.3)(12.6)(1.0)=17.36 P.S.F. METHOD 2 SEISMIC:(ZIC/Rw)W=(((.4)(1.0)(2.75"))/6)W=.183W 1991 U.B.C. Cql-' West Engineering Job No. 81-159 Durango DR. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone 1 (619) 342-9695 . . . .. . . . .. . . . . . . . . . . . ....................... . . . . . . . . . . . . . . ............ ...... L11 ................. . . . . . ...... ... .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 85 'W4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 12, 0 . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 4.Y Cal West Engineering Job No. 8F 159 Durango DR. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone: (619) 342-9695 x W2 4 wldl _ z 2 - --Q f S - 'pl ? Pidl _ XI - will 2 6 - ='s so USE 1� w2dl = w2ll - = P2dl = X2= = P211 - w3dl = P3dl = _-- X3! S - Po Sc = w311 = = P311 = Rd- Rdl- w4dl - = P4dl - X4= RII = RII = w4ll = = P411 = -, p jpq .- W 4 9 wldl = t Pl 11 - _ XI - will = x w2dl = = P2dl = X2= USE w211 - wad = - _—e3d1 S - 3 Sc - w311 = ___ P31L Pd] - Rd= w4dl = _ ___e4d1 RII = RII = w411 = = P411 = 3 ` j 4 wlldl I 2 2l yweldl----- _ 2 I pill_- - --s w2dl = -- _ -- - - USE (�X' - w211 - w3dl = -- S Sc = w311 ._ _.E3dl _ _P-311 = Rd = Rdl= w4dl = = P4dl = X4= 1211 = PH = w4ll = , = P411 = w j- wz 4 wldl — / ' ' ' I i s- _ 1 Idl — XI(D-1 = 'i l h Iih will lU -7 If w2dl = 2d - USE : ;: w211 - _ _ x'211_. - w3dl = P-3dl = �( S - -% Sc '= w311 = = P311 = _ Rdl = Rdl= w4dl = —_ = P4di = X�k PH = RII = w4ll = = P411 = jR v wldl -(S-0,�, y XI = 4 0 - Will =('sI2 ,1�, w2dl =' = P2_dl = X2= USE ��=' w2ll = =_e211._ _ w3dl--- S = 5 Sc - w311----.p31L-= Rdl - Rdl= w4dl = _ =—_P -4d1 = — - X4= PH PH = w4ll = = P411 = wi w jR "a wldl t' will3-6— --=�'lll. -=--fib w2dl = : ---- - --- — - e2dL - USE :: u. ! i/,; {',:.=a.-'�::. r� w211 = ------X-2= w3dl - _ _ L3dl S = Sc = w311 - _ e311_ - — - Rdl = Rdl- w4dl = el;:dl__ _ X4- 4RII Q11= RII = w4ll _ = P411 = jR 4 wldl = Ws, 11 t,7 v dl. = 15 `L_ -_ ZCI = 3 - -w2 will - 20 Z 1 = G� /� elu.._--b - - w2dl = . _ -e2dl = USE ^.` 1178 p� w2ll = ------.X2= w3dl = ----- _ _P_3dl = X_�Fz S = 15 Sc = w311 = _ —__ Rdl= Rdl- w4dl - = e4d.l - X4=RII = PH= w4ll = _ P411 = Cal West Engineering Job No. 81159 Durango DR. Sheet No. 5 Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone (619) 342-9695 A J" •2 4 wldli5V- - 12. will 's w2dl = P2dl = X2= USE �� 1� w211 - _ = P211 - w3dl = P3d1 = X'- S = a Sc - w311 = = P311 = Rdl = Rdl- w4dl - = P4dl - X4= RII = RII = w4ll = = P411 = }1 �, w j .2 4 =IV wldl 2 Zb h dl = XI - will = 2 L o elll = —s s� w2dl = - = e2dl = ____X2= USE �X l2 w2ll - = P211 - _- w3dl = - —�3dL --- -- - X3 S - 18 Sc = w311 = Rdl- Rdl= w4dl = _--- RII = RII = w4ll - = P411 = 12 .� )aj, .2 4 wldl ll w2dIN _ ---- ---- -- -- - - - i USE yw 211 - ww3dl _- _P211.---` = — _ _.__ S - Sc = w311 _ _ = P31L = _ Rd = Rdl= w4dl = _ e4dl = X4= RII = RII = w4ll = = P411 = W'24 wldl -t2+ (�1dL- XIwill t)a- velll = s w2d1 = = P2dl = X2 USE w211 .----p-2k - w3dl = 23dl = — X� S - Sc = w311 = _. = P311 = - Rdl=� Rdl= w4dl = -- _ P-4dl = RII = RII = w4ll = = P411 = 105w jP' .2 4 105 widl - = 2.21x1 - XI = will = Sob- 13 _ - mot, ll PW = - w2dl = _ _ e2d_ - USE �y� w2ll = _. e211- _ - ---X2= - - w3dl Q S -5- Sc - w311 _ _P311.-=----------- ---- Rdl - Rdl= w4dl = _ P_4d1 = — -X,4= RII = RII = w4ll = PZ! -II = 1� � j°' .2 4 e },-g! wldl - 8z� �o ,� _ _ _ !. P_Idl_ - S Z i; _ 6._ Xl__ x will Z� = _ VIII... '1�'L�Z_-$ 1 - sc w2dl _—_P_2dL=__—___---- X2= USE ( C/ w2ll = w3dl - S = �(� Sc = w311- Rdl= Rdl- w4dl = _--e_4.dl= X4 RII = Rll = w4ll = = P411 = I w jR .2 4 wldl = Tip _ .7-4�T/..eldl—=--- -- - ---XI = t �B+Er _elll---=—----... --- w2dl = _ _e2dl = X2= USE �XG w 211 = P211_=. —_._. —_-.-- __-.- w2ll = -- P3d1 = 2S'� S = Sc = w311 _ _ - - = —P_311 = Rd - Rdl- w4dl - = P_4dl - X,4!_ RII = RII = w4ll = = P411 = Cw Cal West Fnglneering Job No. 81s159 -Durango DR. Sheet No. G Of Indio, Ca. Calculated By Date 92201 . Checked By Date Phone 1 (619) 342-9695 "I' .2 4 wldl f 5, 2 dl _ — XI - will 2 z - - F-// Pili - s w2dl = - P2d1= X2= USE w2ll - = P211 - w3dl = P3dl = X3 S = 5 Sc - w311 = = P311 = _ Rdl= Rdl- w4dl - = P4d1 - X4= RII = RII = w4ll = = P411 = "4 wldl dl = XI - will - _ / Pli s w2dl = _ _P2d1= USE V69 w211 - _ -P211 - w3dl = _ P3dl = x3t S. Sc - w311 - _. -P-31L_ Rdl= Rdl= w4dl = _— _ .P_4dl = X� RII = RII = w4ll = _. P411 = W2 wldl =R will -=w2ll w2dl =--------- --X2= USE 6/! y -._P2dl _ w3dl = S '17 Sc = w311 = Rdl= Rdl= w4dl_= = P4d1 = _-_ X4= RII = RII = w4ll == P411 = Z3 w� "4- •2 4 wldl . X1 = Will = )(11 V k s w2dl = P2dl = X2= USE Cx Iy w2ll - — = P211_ - w3dl = _ P3dl = X3 - S - 7 Sc = w311 = = P311 = Rdl = Rdl= w4dl = = P4dl = X* 1211 = RII = w4ll = = P411 = 25 " jR < wldl - 6,17 t'� = I� 4 Phil = XI = will = _� --'s x w2dl = \ = P2dl = X2= USE �X� w211 = _ w3dl = S - , Sc - w311 _ - P311._` -- — Rdl- Rdl- w4dl = --- _ _ P4dl = - - - ----- - RII = RII = w4ll - = P411 = R 0 w� "� 4 wldl - +Z = m L_.P_ldl. Will = _1 "'s Ll w2di_= __-_P_2dl_= — -.__ _.X2= USE w2ll = _ --___P211 w3dl - - = P3d.l K2.ff S = Sc = w311 - _ _ P_31L- --._. Rdl = Rdi- w4dl = __— e.4dl = X4= RII = RII = w4ll = = P411 = r; >0 a24 Q1 wldl - I. will - - w2dl = w211 = _ _P2dl = - _ -- X2= USE P211_ w3dl = = e3dI = — X3= S = 3 Sc - w311 =_ = P311 = Rdl= Rd- w4dl - = P4.dl - ---- X42 RII - RII = w4ll = = P411 = Cal 'West Engineering Job No. 81-159 Durango D2. Sheet No. 7' Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone = (619) 342-9695 )01' .2 4 widl . T t2 Will - ��WY/ pill I w2dl = P2dl = X2= USE 6�(2 w2ll - = P211 - w3dl = P!�dl = X� S = Sc- w311 Rdl= Rdl- w4dl - = P4dl - X4 RII = RII = w4ll = = P411 = will - . 1`Z. �f,/'� - ?. Edd - win - P-111,- s w2dl = _ = P2dl = _.._. X2 USE w2ll - = P211 - w3dl = e3dl = __Mt S .' Sc- w311 - P311 = __ Rd- Rdl= w4dl = P4d1= _-- x4= RII = RII = w4ll = - P411 JI ., )a w 4 will - - w111-/[elll w2dl = - _ -- -- USE j w2ll - =—_—e211.. -- - --- w3dl = --E3dl= K3-- S . IS Sc = w311 = Rdl = Rdl- w4di - _ = P4. dl= x4^ RII = RII = w4ll = = P411 = _ 3� v "1- v/2 4 wldl - _ 'Mal - xi = will = 's —J• s� w2dl = = P;.dl = X2= USE 4�, w2ll - _ X211 - _ w3dl = --e3d] =-----__ X3 S Sc- w311 = _-- Rdl = Rdl= w4dl = _ �_4dl = x4= RII = RII = w4ll = = P411 = wldl - 13o.4//Pill - -- XI = will = -_ - Ir'elll = —t` s� w2dl _ _E2dl = ----X2= USE y w211 = _ X211 = — w3dl = S =Sc- w311 -----P311-' -- ------ Rdl - Rdl= w4dl = —P.4dl---- = -- X4 RII = RII = w4ll = = P411 = _ "4 will - 3o z J i 20 = 33. Pldi_. - 'will - -- ---- Pill_ - x: •s- so w2dl , -- ---- '-.—.P2dl-----.._.X2--- __ USE w2ll -- _��G w3dl - S = 6 Sc = w311 __ ---------P311.. = -- - - Rdl - Rdl- w4dl = P.4dl = X4- RII = RII = w4ll = = P411 = 4 wldl = 20 _ = o ( Ill = --- ---- XI = G - s-1 w2dl___ -_ _ _ P2 dl = ---- —_- X2= — USE ~' I w2ll = _ - '�� e2.11 = w3dl = = e3dl = X3= S = j3 Sc = w311 = - - = P31L = Rdl = Rdl- w4dl - = P4.dl - Xqr RII = RII = w4ll = = P4!I = C%' 011 Cal West Engineering Job No. 81'159.- Durango DR. Sheet No. S Of Indio, Ca. Calculated By Date 92201 Checked By ..Date Phone: (619) 342-9695 '.4 " W2 4 widl = 14, Id.I x1 - 0r,,, wlll = ` =,Imf/pill S w2dl = = P2dl = X2= USE 6A9 w2ll - = P211'- w3dl = P dl = X2t S Sc = w311 = = P311 = Rdl= Rdl- w4dl - = P4dl - X4 RII = RII = w4ll = = P411 = 3 w, )0j" .2 4 wldl = 777 T Z 5 T Z.2 - ,zP, .lieldl -- XI - will = _ s w2dl = = P2dl_= X2= USE w2ll - = 17211 - w3dl = - —P3dl = Z(°� S Sc = w3ll Rdl= Rdl= w4dl = -- —P_4dl = RII = RII = w411 = = P411 = "^ w 1 W ° wldl (��iPIUI—4 17,------- — P_I11—=— -. =s sc w2dl = — ----- =_..--P20..= ------ - - - --XZ =- — USE w2ll - S - I`)< Sc = w311 =---- Rdl = Rdl= w4dl = = P-4.dl = __ X* RII = RII = w4ll = = P411 = w; '° 1 V24 wldl - will = _77 ��-FJ.dl - �� 1_P_IH= xi = �T S. w2d1 = P2d = _ X2= USE ly w2ll - _ _ --17211 w3dl = P3dl = X°3_ S - 1I-° Sc = w311 = = P3.11 = Rdl = Rdl= w4dl = = P4 -dl = —. X4 1211 = RII = w4ll = = P411 - a,,4 wldl __ 5 ?.o --- = IbS 17►d 3g XI _ will = -l---s s� w2dl = 21= x2= USE b X I I w211 = - = P_211- . — w3dl = = S = ! ! Sc . w311 _ _ -------- -- 17311_- _ ---- - Rdl- Rdl= w4dl - _ = P4dl = - X4 RII - RII = w4ll = = P411 = f Y X �°' � 4 wldl - _ P_111- -=-- - sc w2dll l _ - P2d1-= ----- - ------ - -----X2= USE w2ll =--- - --- --P211=- -----=-- - _ ---- - w3d1 - --_ __._ e3dl-- X3 S = I Sc = w311 - _ _ P -31i Rdl=Rdl- w4dl = _-__ P-4.dl = X417 RII = RII = w411 = = P411 = w jR "a widl = _ = XI = 0 Wi 4 will - —Old PPill. . —_ w2dl = _ —P2dl = — RC2= USE w2ll = P211 = wad = _ P d1 ! -- X3-- S = Sc = w3ll = = P311 = Rdl= Rdl- w4dl - = P4dl - X* PH .= RII = I w4ll = = P411 = Line 1 Title : Line 2 Scope : Line 3 Number: Line 4 Misc . Line 5 Dsngr : Date:27-Jun-80 T I M B E R B E A M D E S I G N Page -------------------------------------------------------------------- Description >> -- DESIGN DATA -- TIMBER SECTION ....Depth in ....Width in Le: Unsupp ft Fb- Allow. psi Fv- Allow psi E ksi LOAD DUR. FACTOR Stress Ratio->> -- CENTER SPAN -- SPAN LENGTH ft UNIFORM DL plf LL plf PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft -- CANT. SPAN SPAN LENGTH ft PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. it DL # LL # X -Dist. ft ---- RESULTS ---- Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS.... Left: Dead # Live # Right: Dead # Live # ---- STRESSES --- Fb.. Allow psi Actual psi -----1-----I----2 ----- I ----3-----I ---- 4 ----- I---55 ----- �-- 5.5 5.5 5.5 5.5 5.5 3.5 3.5 5.5 5.5 5.5 1,500 1,500 1,300 1,300 1,300 95 95 85 85 85 1700 1700 1600 1600 1600. 1.25 1.25 1.25 1.25 1.25 0.801 0.326 0.245 0.572 0.419 ----- OK --------- OK ------ --- OK --------- OK --------- OK ------- 6.00 3.00 4.00 6.00 5.00 301 301 273 301 .282 176 176 66 176 160 -----1-----I----2-----I----3-----I----4-----I----5-----I- -----------I ---------- I ---------- I ---------- I ---------- 25.76 6.44 6.44 8.14 25.76 16.57 3.00 1.50 2.00 3.00 2.50 903 452 546 528 264 132 903 451 546 528 264 132 -----1-----I----2----- 3----- 1,875 1,875 1,625 1,460 365 293 903 705 528 400 903 705 528 400 ----4 ----- I----5-----�-- 1,625 1,625 929 598 Line 1 Title Line 2 Scope Line 3 Number:, Line 4 Misc . Line 5 ------------------------------------------------------------------------ Dsngr : Date:27-Jun-80 ------------------------------------------------------------------------ T I M B E R - B E A M D E S I G N Fv'...Allow psi 119 119 .106 106 106 Actual psi 95-I-------39-I 26 - DEFLECTIONS -- -------- ---------- I-------61-I------45--I -- CENTER... Dead Load in -0.106 -0.007 -0.013 -0.072 -0.033 X -Dist. ft 3.0 1.5 2.0 3.0 2.5 DL Ratio 677 5,414 3,725 1,001 1,846 Live Load in -0.062 -0.004 -0.003 -0.042 -0.018- X-Dist. ft 3.0 1:5 2.0 3.0 2.5 LL Ratio 1,157 9,259 15,406 1,712 3,254 Total Defl. in -0.169 -0.011 -0.016 -0.114 -0.051 X -Dist. ft 3.0 1.5 2.0 3.0 2.5 Total Ratio 427 3,416 2,999 632 1,178 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratio Line 1 Line 2 .Line 3 Line 4 Line 5 ------------------ ------------------ Description , >> -- DESIGN DATA -- TIMBER SECTION ....Depth in ....Width in Le: Unsupp ft Fb-Allow psi Fv- Allow psi E ksi LOAD DUR. FACTOR Stress Ratio->> -- CENTER SPAN -- SPAN LENGTH ft UNIFORM DL plf LL plf PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL. # LL # X -Dist. ft DL # LL. # X -Dist. ft -- CANT. SPAN, SPANLENGTH ft PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # . LL # X -Dist. ft DL # LL # .X -Dist. ft - RESULTS - Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right: Dead # Live # ---- STRESSES,--- Fb.. Allow. psi Actual psi Title - Scope : Number:Q Misc Dsngr s Date:28-Jun-80 ------------------------------------------------------- T I M B E R B E A M- D E S I. G N Page ------------------------------------------------------- 8 9 10 11 12 -----1-----I----2 ----- I----3 ----- I----4 ----- I ----5-----I-- 11.875 11.875 7.5 11.5 5.5 5.25 7 5.5 5.5 5.5 2,900 2,900 1,300 1,300 1,300 290 290 85 85 85 2000 2000 1600 160.0 1600 1.25 1.25 1.25 1.25 1:25 0.141 0.407 0.699 0.565 0.507 ----- OK --------- OK --------- OK --------- OK --------- OK ------- 8.00 15.00 8.00 18.00 4.00 ,334 210 168 149 406 264 160 96 80 296 310 1,549 836 60 1,097 704 2.50 8.00 2.00 -----1---------2 ----- I----3 ----- ----4-----I----5-----I-- -----------I 63.09 ---------- I---------- 242.86 I---------- 47.19 I ----------I-- 111.29 16.85 3.79 8.00 2.56 1 9.00 2.00 1,549 2,298 1,299 1,341 812 1,097 -1,712 912 720 592 1,433 2,401 881 1,341 812 1,075 1,785. 560 720 592 -----1---------2-----I----3---------4-----I 5-----I-- •3,625. 3,625 1,625 1,625 1,625 511 1,476 915 9.18 608 Line 1 Title • Line 2 Scope Line 3 Number:rV Line -4 Misc Line 5 -----.------------------------------------------------------------------- Dsngr Date:28-Jun-80 T I M B E R B E A M D E S I G N Fv... Allow psi 363 363 106 -------------- 106 106 Actual psi 49 69 74 44 54 -- DEFLECTIONS -- ----=------I----------I----------I---------- ----------------I-- CENTER.. CENTER... Dead Load in -0.024 -0.218 -0.085. -0.316 -0.019 X -Dist. ft 3.9 7.6 3.8 9.0 2.0 DL:Ratio .3,968 825 1,136 685 2,504. Live Load. in -0.017 -0.161 -0.058 -0.169 -0.014 X -Dist. ft 4.0 7.6 3.8 9.0 2.0 Lt Ratio 5,575 1,117 1,665 11275 3,435 . Total Defl. in -0.041 -0.379 -0.142 -0.485. -0.033 X -Dist. ft 3.9 7.6 3.8 9.0 2.0 Total Ratio 2,318 475 675 445 1,448 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total. Defl. in Total Ratio Line 1 17.44 Title : 6.67 --------I-- 17.44 .4.00 Lihe 2 6.20 Scope 2.50 1,736 723 Line 3 460 Number:l% 1,280 440 493 Line 4 440 Misc 722 1,709 460 Line 5 ------------------------------------------------------------------------ 1,280 Dsngr 723 Date:.27-Jun-80 440 ------------------------------------------------------------------------ T I M B E R. B E A M D E S I G N Page Description . >> 1,625 1,625 1,404 629 1,395 >> 14 15 16 17 18 - DESIGN DATA -- ----- 1 ----- ----2 ----- I----3 ----- I ---- 4 ------ I---- 5--=--I-- TIMBER SECTION --- --- --- --- --- ..Depth in 7.5 5.5 .7.5 5.5 5.5 ::::Width in 5.5 5.5 5.5 5.5 5.5 Le: Unsupp ft Fb- Allow psi 111-300 1,300 1,300 1,300 .1,300 Fv- Allow psi 85 85 85 85 85 E ksi 1600 1600 1600 1600 1600 LOAD DUR. FACTOR 1.25 1.25 1.25 1.25 1.25 Stress Ratio->> 0.867 0.441 0.859 0.201 0.441 -- CENTER SPAN -- -----OK---------OK---------OK---------OK---------OK------- SPAN LENGTH ft 8..00 5.00 10.00 .4.00 5.00 UNIFORM DL plf 434 289 246 230 289 LL plf 320 176 64 48 176 PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # 684 LL # 576 X -Dist. ft 7.00 DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft - CANT. SPAN --- -----1-----I----2-----I----3-----I----4-----I----5-----I-- SPAN LENGTH ft PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft ---- RESULTS ---- Mmax @ Cntr in -k X=Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right: Dead # Live # ---- STRESSES --- Fb.. Allow psi Actual psi -----------I----------I----------I----------I-- 72.38 17.44 71.94 6.67 --------I-- 17.44 .4.00 2.50 6.20 2.00 2.50 1,736 723 1,435 460 723 1,280 440 493 96 440 1,736 722 1,709 460 722 1,280 440 723 96 440 -----1-----I----2 ----- I---=3 ----- I----4-----I----S-----I-.. 1,625 1,625 ,1,625 1,625 1,625 1,404 629 1,395 241 629 Line 1 Title : ' Line 2 Scope Line 3 Number:¢ Line 4 Misc . Line 5 ------------------------------------------------------------------------ Dsngr : Date:27-Jun-80 ------------------------------------------------------------------------ T I 'M .B E R B E A M D E S I G N Fv...Allow psi 106 106 106 106 106 Actual psi 92 47 _------822147. - DEFLECTIONS ------------- ----------I I - ------- I- -------- I-- CENTER... Dead Load in -0.129 -0.033 -0.242 -0.011 -0.033 X -Dist. ft 4.0 2.5 5.1 2.0 2.5 DL Ratio 743 1,801 496 4,421 1,801 Live Load in .-0.095 -0.020 -0.100 -0.002 -0.020 X -Dist. ft 4.0 2.5 5.3 2.0 2.5 LL Ratio 1,007 2,958 .1,200 21,184 2,958 Total Defl. in -0.225 -0.054 -0.342 -0.013 -0.054 X -Dist. ft 4.0 2.5 5.2 2.0 2.5 Total Ratio. 427 1,120 351 3,658 1,120 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratio Line 1 45.95 Title : 12.64 23.08 3.00 • Line '2 8.50 Scope : 4.50 867 765 Line 3 427 Number:IS 528 136 136 Line 4 288 Misc Line.5 1,625 `Dsngr : 1,625 Date:27-Jun-80 906 379 T I M B E R B E A M 'D E S I G N Page Description >> >> 19 20;22 21,23 25 26 - DESIGN DATA -- -----1-----I----2-----I----3-----I----4-----I----5-----I-- TIMBER SECTION --- --- --- --- --- ....Depth- in 5.5 11.5 11.5 5.5 5.5 ....Width in 5.5 5.5 5.5 5.5 5.5 Le: Unsupp ft Fb- Allow psi 1,300 1,300 1,300 .1,300 1,300 Fv- Allow psi . 85 85 85 85 85 E ksi 1600 1600 1600 1600 1600 LOAD DUR. FACTOR 1.25 1.25 1.25 1.25 1.25 Stress Ratio->> 0.557 0.233 0.345 0.281 0.512 -- CENTER SPAN -- -----OK---------OK---------OK---------OK---------OK------- SPAN LENGTH ft 6.00 17.00 17.00 7.00 9.00 UNIFORM DL plf 289 90 141 122 126 LL plf 176 16 16' 50 .64 PARTIAL DL plf LL plf X -Left ft X -Right ft POINT:- DL # LL # X -Dist. ft DL LL # X -Dist. ft DL # LL # X -Dist ft DL # LL # X -Dist. ft CANT. SPAN --- ----- 1 ----- I----2 ----- I----3 ----- I----4 ----- I----5---=-I-- SPAN LENGTH ft PARTIAL. DL plf LL plf X -Left ft X -Right " ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft - RESULTS - Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right: Dead # Live # - STRESSES - Fb.. Allow psi Actual psi --=--------I------------- 25.11 45.95 --------I=---------I----------I-- .68.06 12.64 23.08 3.00 8.50 8.50 13.50 4.50 867 765 1,199 427 567 528 136 136 175 288 867 765 1,199 427 567 528 136 136 175 288 -----1-----I----2-----I----3-----I----4-----I----5-----I-- 1,625 1,625 1,625 1,625 1,625. 906 379 561 456 833 Line',, . -1 Title Line 2 Scope Line 3 Number:(( Line 4 Misc Line 5 ------------------------------------------------------------------------ Dsngr,: Date.:27-Jun-80 ------------------------------------------------------------------------ T I M B E R B E A M D E S I G N Fv...Allow psi 106 106 106 106 106 Actual psi 59 19 28 26 38 DEFLECTIONS -- -----------I----------I---------- ---------- I----- -----�-- CENTER... Dead Load in -0.069 -0.152 -0.238 -0.054 -0.152 X -Dist. ft 3.0 8.5 8.5 3.5 4.5 DL Ratio 1,042 1,345 859 1,555 708 Live Load in -0.042 -0.027 -0.027 -0.022 -0.077 X -Dist. .ft 3.0 8.5 8.5 .3.5 4.5 LL Ratio 1,712 7,568 7,568 3,795 1,395 Total Defl. in -0.111 -0.179 -0.265 -0.076 -0.23.0 X -Dist. ft 3.0 8.5 8.5 3.5 4.5 Total Ratio 648 1,142 771 1,103 470 CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratin Line 1 Title Line 2 Scope Line 3 Number:ll Line 4 Misc Line 5 Dsngr Date:27-Jun-80 ------------------------------------------------------------------------ T I M B E R B E A M D E S I G N Page ---- ------------------------------------------------------------------- Description >> >> 27 29 .30 31 32 -- DESIGN DATA -- 1--- I---- 2 ----- I ---- 3----- I ----4----- ----5---- - TIMBER SECTION* in ...Width in Le: Unsupp ft Fb- Allow psi Fv- Allow psi E ksi LOAD DUR. FACTOR Stress Ratio->> -- CENTER SPAN -- SPAN LENGTH ft UNIFORM DL plf LL plf •PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft -- CANT. SPAN - SPAN LENGTH ft PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft - - RESULTS - Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right:. Dead # Live # ---- STRESSES --- Fb., Allow psi Actual psi I 3.5 5.5 5.5 9.5 5.5 3.5 5.5 5.5 5.5 5.5 1,500 1,300 1,300 1,300 1,300 95 85 85 • 85 85 1700 1600 1600 1600 1600 1.25 1.25 1.25 1.25 1.25 0.546 0.165 0.673 0.487 0.413 ----- OK --------- OK ---------OK -------- -OK --------- OK ------- 3.00 4.00 7.00 15.00 8.00 265 164 202 130 130 176 64 96 64 64 200 200 3.50 -----1-----I----2-----I----3-----I----4-----I----5-----I-- -----------I ---------- 5.95 ---------- 5.47 I ---------- 30.30 65.47 18.62 1.50 2.00 3.50 7.50 4.00 398 328 807' 975 264 128 436 480 398 328 807 975 264 128 436 480 -----1-----I----2 ----- I----3 ----- I----4----- 1,875. 1,625 1,625 1,625 833 197 1,093 791 520 256 520 256 ----5-----I-- 1,625 672 Line 1 Title : ' Line.2 Scope Line 3 Number:15 Line 4 Misc . Line 5 ------------------------------------------------------------------------ Dsngr : Date:27-Jun-80 T.I M B E R, B E A M D E S I G N Fv... Allow psi 119 106 106 106. 106 Actual psi 65 17 55 37 34 DEFLECTIONS -- ----------- I---------- I---------- I---------- I----------I-- CENTER... Dead Load in -0.023 -0.008 -0.110 -0.235 -0.098 . X -Dist. ft 1.5 2.0 3.5 7.5. 4.0 DL Ratio 6,200 766 764 978 Live Load in .1,585 -0.015 -0.003 -0.063 -0.116 -0.048 X -Dist. ft 1.5 2.0 3.5 7.5 4.0' LL Ratio 2,386 15,888 1,339 1,553 1,986 Total Defl. in -0.038 -.0.011 -0.172 -0.351 -0.147 X -Dist, ft 1.5 2.0 3.5 7.5 4.0 Total Ratio 952 4,460 487 512 655. CANTILEVER... Dead Load in DL Ratio Live Load in LL Ratio Total Defl. in Total Ratio Line 1 1,017 Title 504 384 Line 2 720 Scope 288 48 Line 3 1,017 Number: Pf 504 Line.4 128 Misc 475 288 Line 5 ------------------------------------------------------------------------ -----1-----I----2-----I----3-----I----4-----I----5-----I-- Dsngr Date:27-Jun-80 ------------------------------------------------------------------------ T I M B E R B E A M D E S I G N Page Description >> 1,128 1,042 514 .280 >> 33 34 35 36,3837,39 -- DESIGN DATA -- ----- 1 ----- I----2 ----- I----3 ----- I---- 4 ----- I---- 5 ----- I-- TIMBER SECTION --- --- --- --- --- ....Depth in 5.5 5.5 9.5 5.5 5.5 ....Width in 5.5 5.5 5.5 5.5 5.5. Le: Unsupp ft Fb- Allow psi 1,300 1,300 1,300 1,300 1,300 Fv- Allow psi 85 85 85 85 85 E ksi 1600 1600 1600 1600 1600 LOAD DUR. FACTOR 1.25. 1.25 1.25 1.25 1.25 Stress Ratio->> 0.140 0.694 0.642 0.316 0.173. -- CENTER SPAN -- -----OK---------OK---------OK---------OK---------OK------- SPAN LENGTH ft 4.00 6.00 13.00 6.00 6.00 UNIFORM DL plf 130 .339 - 198 168 128 LL plf 64 240 64 96 16 PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # 396 LL # 128 X -Dist. ft .6.00 DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft -- CANT. SPAN --- -----1---------2-----I----3-----I----4-----I----5-----I-- SPAN LENGTH ft .PARTIAL DL. plf LL plf X -Left ft X -Right ft POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft ---- RESULTS----- Mmax @ Cntr in -k X -Dist. ft Moment @ Rt in -k REACTIONS... Left: Dead # Live # Right: Dead # Live # - STRESSES - .Fb.. Allow psi Actual psi ----------- I ---------- I ---------- I ---------- I ----------I- 4.66 31.27 86.24 14.26 7.78 2.00 3.00 6.07 3.00 3.00 260 1,017 1,500 504 384 128 720 485 288 48 260 1,017 1,470 504 384 128 72V 475 288 48 -----1-----I----2-----I----3-----I----4-----I----5-----I-- 1,625 1,625 1,625. 1,625 1,625 .168 1,128 1,042 514 .280 Line 1 Title " Line 2 Scope Line 3 Number:12V Line 4 Misc . Line 5 ------------------------------------------------------------------------ Dsngr : Date:27-Jun-80 -------------------------------------------- T I M B E R B E A M- D E S I G N Fv... Allow psi 106 106 ---------------------------- 106 106 106 Actual psi 15 18-- - DEFLECTIONS -- -----------I----- -_73_ - I ---------- -_--_-34- -I- 1------ (-- CENTER... Dead Load in -0.006 -0.081 -0.252• -0.040 -0.031 X -Dist. ft 2.0 3.0 6.5 3.0 . 3.0' DL Ratio 7,822 889 620 1,793 2,354 Live Load in -0.003 -0.057 -0.081 -0.023 X -Dist. ft ' 2.0 3.0 6.5' 3.0 .-0.004 3.0 LL Ratio 15,888 1,255 1,917 3,138 18,830 Total Defl. in -0.009 -0.138 -0.333 -0.063 -0.034 X -Dist. ft 2.0 3.0 6.5 3.0 3.0 Total Ratio 5,241 520 -468 1,141 2,092 CANTILEVER... Dead Load in DL Ratio Live Load -in LL Ratio Total Defl. in Total Ratio Line 1 Title - Line 2 Scope Line 3 Number:21. Line 4 Misc Line 5 ------------------------------------------------------------------------ Dsngr Date:27-Jun-80 ----------------------------- T I M B E R B E A M 'DE S I G N Page, Description >> >> 41 42 43 44 -- DESIGN -DATA -- ----- -1 ----- I---- 2-----I----3 ----- I---- 4 ----- ----5-----I-- TIMBER.SECTION --- ---°. --- --- --- ....Depth in 11.5 11.'5 11.5 -11.5 .,..Width in 5.5 5.5 5.5 ,5.5 Le: Unsupp ft Fb- Allow psi :1,300 1,300 1,300 1,300 Fv- Allow psi 85 .85 85 85 E. ksi 1600 1600' 1600 160'0' LOAD DUR. FACTOR 1.25 1'.25 1.25. 1.25 Stress Ratio->> 0.343 0.312 0.597 0.258 -- CENTER SPAN -- ----- OK --------- OK ------- --OK -------- -OK---------OK-------:. SPAN LENGTH ft 14.00 16.00 16.00 12-.00 UNIFORM DL plf 134 96 105 149 LL plf' 96 64 80' PARTIAL DL plf LL plf X -Left ft X -Right ft POINT... DL # 938 LL # 672 X -Dist. ft 8.00 DL # LL # X -Dist. ft DL ' # LL # X -Dist. ft DL # LL # X -Dist. ft - CANT. SPAN --- ------ 1 ----- I----2 ----- I----3 ----- I----4 ----- I ---- 5-_---I-- SPAN LENGTH ft PARTIAL DL plf LL plf X -Left ft X -Right ft; POINT... DL # LL # X -Dist. ft DL # LL # X -Dist. ft ---- RESULTS ---- -----------I----------I---------- I I I Mmax @ Cntr in -k 67.62 61.44 117.60 49.46 X -Dist. ft 7.00 8.00 8.00 6.00 Moment @ Rt in -k REACTIONS..: Left:.. Dead # 938 768 1,309 .894 Live # 672 .512 336 480 Right: Dead # 938 768 1,309 894 Live # 672 512 336 480 STRESSES --- ----- 1 ----- I----2 ----- I----3 ----- I----4-----i.----5-----I-- Fb.. Allow psi 1,625 1,625 1,625 1,6.25 Actual psi 558 507 970.. 408 Line 1 Title : " Line 2 Scope Line 3 Number:42 Line 4 Misc Line 5 ------------------------------------------------------------------------ Dsngr : Date:27-Jun-80 ------------------------------------------------------------------------ T I M B E R B E A M D E S I G N Fv...Allow psi 106 106 106 106 Actual psi 27- - DEFLECTIONS -- --------33-�- ------- -------37- -------27-�---------- -- CENTER... Dead Load in -0.104 -0.127 -0.263 -0.062 X -Dist. ft 7.0 8.0 8.0. 6.0 DL Ratio 1,618 1,513 731 2,310 Live Load in -0.074 -0.085 -0.089 -0.033 X -Dist. ft 7.0 8.0, 8.0 6.0 LL Ratio 2,258 2,269 2,161•. 4,303 Total Defl. in -0.178 -0.212 -0.352 .-0.096 X -Dist. ft 7.0 8.0 8.0 6.0 Total Ratio .943 908 546 1,503 CANTILEVER... Dead Load in DL Ratio ` Live Load in LL Ratio Total Defl. in Total Ratio Line 1 Title : Lihe 2 Scope Line 3 Number: Line 4 Misc Line 5 Dsngr-Date:27-Jun-80 ------------------------------------------------------------------------- MULTI-SPAN TIMBER BEAM DESIGN& ANALYSIS Page ------------- ------------------------------------------------------------ DESCRIPTION >> BEAM6 ALL SPANS. SIMPLE SUPPORT SPAN LENGTH ft END FIXITY.... Left Fix/Pin/Free = 2/1/0 Rt BEAM WIDTH in BEAM DEPTH in ---- CALCULATED VALUES --- - F'b-Modified Allow. psi fb - Actual psi F'v-Modified Allow. psi fv (actual) * 1.5 psi Moment @ Left in -k ." " Right in -k Max. Mom. @ Mid -Span in -k X -Dist ft Shears: Left k Right k Reactions: Left:Dead k Live k Total k Right:Dead k Live k Total k Max. Defl. @ Mid Span in X -Dist ft - DESIGN DATA - Le: Unsupported Length ft F - BASIC ALLOW. psi Fv = BASIC ALLOW. psi E ksi LOAD DURATION FACTOR - APPLIED LOADS ------- USE LL THIS SPAN? Y/N UNIFORM....... DL plf LL plf PARTIAL...... DL plf LL plf X -Left ft X -Right ft TRAP...... DL @ Left plf DL @ Right plf LL @ Left plf LL @ Right plf X -Left ft X -Right ft POINT......... DL # LL # X -Dist. ft DL # LL # X -Dist. it DL # LL # X -Dist. ft ---Span 1--I--Span 2--I--Span 3--I--Span 4--I--S >N Y/n 1,600 1,600 4.000 6.000 4.000, 1 1 I 1 1 1 1 1 1 5.50 5.50 5.50 5.50 5.50 5.50 1,625 1,625 1,625 263 263 263 106.25 -106.25 106.25 24.88 28.69 24.88 -7.3 -7.3 -7.3 -7.3 2.4 4.9 2.4 1.33 3.00 2.67 0.30 0.68 0.60 -0.60 -0.68 -0.30 0.17 0.74 0.74 0.13 0.54 0.54 ' 0.30 1.28 1.28 0.74 0.74 0.17 0.54 0.54 0.13 1.28 1.28 0.30 -0.002 -0.015 -0.002 1.44 -----------I----------i----------I----------I--- 3.00 2.56 1,300 1,300 85.00 85.00 1,600 1,600 1.25 ----------- 1.25 ---------- 1 1 130 130 96 96 1,300 85.00 85.00 1,600 1,800 1.25 ----------I----------I--- 1.25 1 1 130 96 Line 1 Title Line 2 Scope Line 3 Number:25 Line 4 Misc Line 5 Dsngr Date:27-Jun-80 ------------------------------------------------------------------------- MULTI-SPAN TIMBERBEAM DESIGN & ANALYSIS ------------------------------------------------------------------------- ' DL # LL # X -Dist. ft MOMENT....... DL ft-# LL ft-# X -Dist. ft ------ QUERY VALUES ------- ----------- I---------- I---------- I----------�- Line 1 Title : Line 2 Scope : Line 3 Number:1 Line 4 Misc : Line 5 Dsngr : Date:27-Jun-80 --------------------------------------------=---------------------------- MULTI.-SPAN TIMBER BEAM DESIGN & ANALYSIS Page ------- ----------------------------------------------------------------- ,DESCRIPTION >> BEAM? ALL SPANS SIMPLE SUPPORT SPAN LENGTH ft END FIXITY.... Left Fix/Pin/Free = 2/1/0 Rt BEAM WIDTH in BEAM DEPTH in ---- CALCULATED VALUES --- - F'b-Modified Allow. psi fb - Actual psi F'v-Modified.Allow. psi fv (actual) * 1.5, psi .Moment @ Left in -k If 'If Right in -k Max. Mom. @ Mid -Span in -k X -Dist ft Shears: Left k Right k Reactions: Left:Dead k Live k Total k Right:Dead k Live k Total k Max. Defl. @ Mid Span in X -Dist ft ---- - DESIGN DATA - Le: Unsupported Length ft Fb BASIC ALLOW. psi Fv - BASIC ALLOW. psi E ksi LOAD DURATION FACTOR ----- APPLIED LOADS ------ USE'LL THIS SPAN? Y/N UNIFORM....:. DL plf LL plf PARTIAL...... DL plf LL plf X -Left ft X -Right ft TRAP.... DL @ Left plf DL @ Right plf LL @ Left plf LL @ Right plf X -Left ft X -Right ft POINT........ DL # LL # X -Dist. ft DL - # LL # X -Dist. ft DL # LL # X -Dist. ft --=Span 1--j--Span 2--I--Span 3--j--Span 4--I--S 'N Y/n 85.00 85.00 1,600 4.500 5.500 5.500 6.500 1 1 1 1 1 1 1 1 5.50 5.50 5.50 7.50 ----------------------=------------------------- 7.50 7.50 7.50 1,625 1,625 1,625 371 529 529 106.25 106.25 106.25 29.20 83.89 51.22 -19.1 -27.3 -11.2 -19.1 -27.3 -11.2 1.6 23.1 6.3 29.3 0.96 3.48 3.19 3.51 0.27 1.97 1.75 1.92 -0.98 -2.65 -1.26 -1.64 0.18 1.78 2.61 1.88 0.08 1.16 1.79 1.30 0.27 2.94 4.40 3.19 1.78 2.61 1.88 0.97 1.16 1.79 1.30 0.67 2.94 4.40 3.19 1.64 0.004 -0.024 -0..003 3.21 2.86 3.34 1,300 1,300 85.00 85.00 1,600 1,600 1.25 ----------- 1.25 ---------- 1 1 177 324 100 224 1,300 1,300 85.00 85.00 1,600 1,600, 1.25 ----------I----------I--- 1.25 1 1 324 324 .224 224 Line 1 Title Line 2 Scope : Line 3 Number: Line 4 Misc Line 5 Dsngr Date:27-Jun-80 -------------------------------------------------------------------------- MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS ------------------------------------------------------------------------- DL # LL # X -Dist. ft MOMENT....... DL ft-# LL ft-# X -Dist. ft QUERY VALUES ------- --------- I----------I--------------------I--- Cal . West. Engineering . Job No. 81-159 Durango DR. Sheet No. z Of Indio, Ca. Calculated By _Date 92201 Checked By _Date Phone = (619) 342-9695 13 ... . . . . . . . . . . . . . . . . Line 1 Title Line 2 Scope ; Line 3 Number:. Line 4 Misc Line 5 Dsngr.: Date:27-Jun-80 MULTI -SPAN --------------- ---------------------------------------------------------- TIMBER BEAM DESIGN & ANALYSIS Page - DESCRIPTION >> BEAM`13 ------------------------I Span 1--j--Span 2--j--Span 3--'I--Span 4--I--S ALL SPANS SIMPLE SUPPORT ?N y/n SPAN LENGTH ft 6.000:.. 12.000 END FIXITY.... Left 1 1 l 1 Fix/Pin/Free = 2/1/0 Rt 1 1 1 1 BEAM WIDTH in 5.50 5.50 BEAM.DEPTH in 9.50 9.50 ----'CALCULATED VALUES---- ------------------------------------------------ Flb-Modified Allow. psi 1,625 1,625 fb.- Actual= psi 911 911 F'v-Modified Allow. psi 106.25 106.25 fv (actual) * 1.5 psi .59.40 84.43 Moment @ Left in -k -75.3 Right in -k -75.3 Max. Mom. @ Mid -Span in -k 1.6 66.3 X -Dist ft 0.76 7.12 Shears:. Left k 0.35 3.31 Right k -2.44 -2.27 Reactions: Left:Dead k 0.22 3.58 - Live k 0.13 2.18 Total k 0.35 5.75 Right:Dead k 3.58 1.41. Live k 2.18 0.86. Total. k .5.75 2.27 Max..Defl. @ Mid Span, in 0.020 -0.192 X-Distft 3.96 6.56 -----=- DESIGN DATA ------- -----------I----------I----------I ----------I--- Le: Unsupported Length ft Fb - BASIC ALLOW. psi 1,300" 1,300: 1,300 1,300 Fv - BASIC ALLOW. psi 85.00 :.85.00 85.00 85.00 E ksi 1,600 1,600 1,600 1,600 LOAD DURATION FACTOR 1.25 1.25 1.25- .1.25 ----- APPLIED.,LOADS-----�- -----------I----------I----------I---------- I--- USE LL THIS SPAN YIN 1 1 1 1 UNIFORM..:... DL plf 289 289 LL plf 176 176 PARTIAL...... DL plf LL plf X -Left ft X -Right ft TRAP.... DL @ Left plf DL @ Right plf LL @.Left plf LL @- Right plf X -Left ft X -Right ft .POINT........ DL # LL # X -Dist. ft L DL - LL LL # X -Dist. ft DL # LL # X -Dist. ft Line 1 Title Line 2 Scope-: Line 3 Number:V Line 4 Misc . Line 5 Dsngr Date:27-Jun-80 ------------------------------------------------------------------------- MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS ------------------------------------ ------------------------------------- DL # LL # X -Dist. ft MOMENT....... DL ft-# LL ft-# X -Dist. ft QUERY VALUES.------------------I--------------------I----------I--- Col West Engineering Job No. 81-159 Durango DR. Sheet No. _ - ?Z Of Indio, Ca. Calculated By Date _ 92201 Checked By Date Phone (619) 342-9695 �. ............. ....... ...... Line 1 Title . ' Line .2 Scope Line 3 Number:0 Line 4 Misc Line 5 ----------------------------------------------------------------=-------- Dsngr Date:27-Jun-80 MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS Page DESCRIPTION >> BEAM 24 » --------------------------- --- Span 1--I--Span 2--I--Span 3----Span-4--j--S, ALL SPANS SIMPLE SUPPORT �N y/n SPAN LENGTH ft ,4.500. 7.000 4.500 END FIXITY.... Left 1 1 1 1 Fix/Pin%Free.= 2/1/0 Rt 1 1 1 1 BEAM WIDTH in 5.50 5.50 5.50 BEAM DEPTH in 9.50 9.50 9.50 ---- CALCULATED VALUES ---- ------------------------------------------------ F'b-Modified Allow. psi 1,625 1,625 1,625 fb - Actual psi 147 147• 147 F'v-Modified Allow.. psi 106.25 106.25 .106.25 fv (actual) * 1.5 psi 18.34 21.83 18.34 Moment @ Left in -k -12.2 -12.2 if " Right in -k =12.2 -12.2 Max. Mom. @ Mid -Span in -k 3.5 8.5 3.5 X -Dist ft 1.44 3.50 3.06 Shears: Left k 0'.41 0.98 0.86 Right k -0.86 -0.98 -0.41 Reactions: Left:Dead k 0.27 1.21 1.21 Live k 0.14 .0.63 0.63 Total k 0.41 1.84 1.84 Right:Dead k 1.21 1.21 0.27 Live k -0.63 0.63 0.14 Total k 1.84 1.84 0.41 Max. Defl. @ Mid Span in -0.001 -0.007 -0.001 X -Dist , ft 1.53 3.50 2.97 ------- DESIGN DATA ------- -----------I---------- ------ ----I----------�--- Le: Unsupported Length ft Fb - BASIC ALLOW. psi 1,300 . 1,300 .1,300 1,300 Fv - BASIC ALLOW. psi 85.00 85.00 85.00 85.00 E ksi 1,600- 1,600 1,600 LOAD DURATION FACTOR 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ------- -----------I----------I----------I----------I--- USE LL THIS SPAN? Y/N 1 1 1 1 UNIFORM...... DL. plf 185 185 185 LL plf 96 96 96 PARTIAL...... DL plf LL plf X -Left ft X -Right ft TRAP.... *DL @ Left plf DL @ Right plf LL @ Left plf LL @ Right plf X -Left ft X -Right ft POINT......:. DL # LL. # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft Line 1 Title : Line 2 Scope s,�- Line 3. Number:. 5f 4 Misc .. Line 5 Dsngr : Date:27-Jun-80 ------------------------------------------------------------------------- MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS ------------------------------------------------------------------------- DL # LL # X -Dist. ft MOMENT....... DL ft-# ' LL ft-# X -Dist. ft QUERY VALUES----------------------------I----------I----------I--- Col West Engineering Job No. 81-159 Durango DR. Sheet No. :35 Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone 1 (619) 342-9695 ... ......... ........... �... .... ...... .... . ....... 0 . .►. . . . . . . . A . + . . . .. i {tel1,9y� -. . . . . . 3Z . . . . . ' . . . . . . ft . . . . . . . . . . . . ' : �� p C0yi��VlU60 s. . Line 1 Line 2 .Line 3 Line- 4 Line 5 ---------------------------- MULTI-SPAN ---------------------------- DESCRIPTION » ---------------------------- ALL SPANS SIMPLE SUPPORT SPAN LENGTH ft END FIXITY.... Left Fix/Pin/Free = 2/1/0 Rt, BEAM WIDTH in'i BEAM DEPTH in, ---- CALCULATED VALUES ---- F'b-Modified Allow. psi fb - Actual psiil F'v-Modified Allow: psi fv (actual) * 1.5 psi', Moment @ Left in -k it it Right in -k Max. Mom. @ Mid -Span X -Dist ft Shears: Left k Right k Reactions: Left:Dead k Live k Total k Right:Dead k Live k Total k Max. Defl. @ Mid Span ..in X -Dist ft -------- DESIGN DATA - Le: Unsupported Length ft Fb - BASIC ALLOW. psi Fv - BASIC ALLOW. psi E ksi LOAD DURATION FACTOR - APPLIED LOADS - USE LL THIS SPAN? Y/N UNIFORM...... DL plf LL plf PARTIAL...... DL plf LL plf X -Left ft X -Right ft TRAP.... DL @ Left plf DL @ Right plf LL @ Left plf LL @ Right plf X -Left ft X -Right ft POINT........ DL # LL # X -Dist. ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft Title . Scope Number: $4P Misc Dsngr Date:27-Jun-80 TIMBER BEAM DESIGN & ANALYSIS Page --------------------------------------------- BEAM 28 ---Span 1--I--Span 2--I--Span 3--I--Span 4--I--S ON Y/n 85.00 85.00 85.00 4.000 8.000 4.000 1.25 -----------I----------I---------- 1 1 1 1 1 1 1 1 5.50 5.50 5.50 9.50 9.50 9.50 1,625 1,625 1,625 597 668 597 106.25 106.25 106.25 49.02 82.05 49.02 -49.4 -49.4 -49.4 -49.4 0.1 55.2 0.1 0.19 4.00 3.81 0.10 3.31 2.16 -2.16 -3.31 -0.10 0.07 3.10 3.10 0.03 2.37 2.37, 0.10 5.47 5.47 3.10 3.10 0.07 2.37 2.37 0.03 5.47 5.47 0.10 0.007 -0.054 0.007 2.56 ----------- --- 4.00 - ------ 1.44 ----------------=---�--- 1,300 1,300 1,300 85.00 85.00 85.00 1,600 1,600 1,600 1.25 -----------I----------I---------- 1.25 1.25 1 1 1 325 325 325 240 240 240 1,300 85.00 1,600 1.25 ----------�--- 1 Line 1 Title .. Line 2 Scope Line 3Number:t Line 4 Misc : Line 5. Dsngr Date:27-Jun-80 ------------------------------------------------------------------------- -MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS ------------------------------------------------------------------------- DL # LL # X -Dist. ft MOMENT....... DL ft-# LL ft-# X -Dist. ft QUERY VALUES ------- ----------- ---------- I---------- I----------�-- Cal, West Engineering Job . No. 81-159 Durango. DR. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked ' By Date Phone 1 (619) 342-9695 Line 1 Title : Line 2 Scope : q Line 3 Number: Line 4 Misc Line 5 Dsngr : Date:27-Jun-80 ------------------------------------------------------------------------- MULTI-SPAN TIMBER BEAM DESIGN &ANALYSIS Page ------------------------------------------------------------------------- DESCRIPTION >> BEAM 40 ALL SPANS SIMPLE SUPPORT SPAN LENGTH ft END FIXITY.... Left Fix/Pin/Free = 2/1/0 Rt BEAM WIDTH in BEAM DEPTH in ---- CALCULATED VALUES --- - F'b-Modified Allow. psi fb - Actual psi, F'v-Modified Allow. psil fv (actual) * 1.5 psi Moment @ Left in -k it it Right in -k Max. Mom. @ Mid -Span in -k X -Dist ft Shears: Left k' Right• k Reactions: Left:Dead k Live k Total k Right:Dead k Live k Total k Max. Defl: @ Mid Span in X -Dist ft - - DESIGN DATA - Le: Unsupported Length ft Fb - BASIC ALLOW. psi .Fv - BASIC ALLOW. psi E ksi LOAD DURATION FACTOR - APPLIED LOADS ------- USE LL THIS SPAN? YIN -UNIFORM...... DL plf LL plf PARTIAL...... DL plf LL plf X -Left ft X -Right ft TRAP.... DL @ Left plf DL @ Right plf LL @ Left plf. LL @ Right plf X -Left ft X -Right. ft POINT........ DL # LL # X -Dist.- ft DL # LL # X -Dist. ft DL # LL # X -Dist. ft ---Span 1----Span,2--j--Span 3--j--Span 4--j--S 'N Y/n 3.000 5.500 3.000 1 1 1 1 1 1 1 1 5.50 5.50 5:50 7.50 ------------------------------------------------ 7.50 7.50 1,625 1,-625 1,625 364 479 479 106.25 106.25 106.25 37.02 106.02 43.01 -18.7 -24.7 -18.7 -24.7 1.1 16.6 0.3 0.58 3.23 2.72 0.33 1.82 .1.53 -1.37 -3.27 -0.16 0.17 1.91 3.12 0.16. 1.29 1.68 0.33 3.19 4.80 1.91 3.12 0.04 1.29 1.68 0.12 3-.19 4.80 0.16 ' 0.002 -0.020. 0.003 2.08 ----------- ----------I----------I----------I--- 2.97 1.04 1,300 1,300 1,300 1,300 85.00 85.00 85.00 85.00 1,600 1,600 1,600 ..1,600 1.25 ---------i-I--------i-I--------i-I--------i-I--- 1.25 1.25 1.25 325 3.25 325 240 240 240 1500 485 4.50 Cal West Engineering Job No. _ 81-159 Durango DQ. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone 1 (619) 342-9695 Pdl= P PH = 3ti85, VV- B req' d= REFER TO BEAMS (t)OOOOOR POSTS 0000. USE �4, e4)W eD� Pdl = 5, 77 k P PII = -3.1(-"- .1(- 1,73B req' d= — 1,73B REFER TO BEAMSOR POSTS 0000/ 0000 USEf-L4 % Pdl=. 1`f33 �t`III T�- aIC' P PH =-- �.n'j B req' d- - - -- — REFER TO BEAMS ®OOOOOR POSTS OOOO USET t�( Pdl = P PII - 2 . 15 5.74"e -B req' d= REFER TO BEAMS (D30000OR POSTS 0000 USE rj P Pal= PII - --- --- B req' d- _ _ _-- REFER TO BEAMS 00000 OR POSTSOOOO USE 3 �y 2 Irk ' �� w/ #=} £w -�� i rl Pdl------------ P PH -6.6,0" B req.d---- - ---- - — REFER TO BEAMS om(�D000OR POSTS OOOO USE P g415 Pdl PII B req d- — REFER TO BEAMS 0000.0 0 P POSTS OOr-27OO USE 3 6 `x 31 b I' y I �" . �, w% 5 f f 6LO �im� Line 1 Title Line 2 Scope Line 3 Number:* Line 4 Misc . Line 5 Dsngr : Date:27-Jun-80 ------------------------------------------------------------------------- MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS -------------------------------------------------------------------------- DL # LL # . X -Dist. ft MOMENT....... DL ft-# LL ft-# X -Dist. ft ------ QUERY VALUES----------------------------I--------------------I--- Cpl West Engineering 81-159 Durango. DR. Indio, Ca. 92201 Phone: (619) 342-9695 Job . No. :Sheet No. 43 Of Calculated By Date Checked By Date . .��I.-(�Zh-��, . . . . .-. .. . . . . .. . ... . . . . . . . . . . . . ... . I. .' IZ. . /�.. - f.2�. . . �.UI�N!/ . . . . . . . . . . . . . . . 4v ✓ . . . . . . . . . . . '�O/. . . . . . . . . . . . .�'IZ�,� l0� �18� . . . . . . . . . . . .. . . . ... . . . . ... . . . CQI West Engineering - Job 'No. 81-159 Durango DR. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone (619) 342-9695 : � : : ��s= :(122{s,6�� .1�.�: := 203; c-�✓ u1�s� y. Cab 1�--Ir 17, 11/Z) J5 • z r . . . . . . . . ... . . . . . l. Z�1Zlzrl :�.'��3 _ 113 . . . . I % b �� :f - I ►�/� s/z� 17136 _ I C-rV/ . . . 11!..v . , . (. . 2.) ;e 3�iii . . . ... . . . . I . . . Io . Ho�� u1c,6 = �Ig !1.36 �'/ Cal - West Englneering Job No. 81-'159. Durango I DR. Sheet , No. 4< Of Indio, . Ca., Calculated By Date 92201 Checked By Date Phone (619) 342-9695 . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Call West Engineering Job No. 81-'159 Durango DR. Sheet No. Of Indio, Ca. Calculated By Date 92201 Checked By Date Phone: (619) 342-9695 till of 'aQ , -1K io L-tij b Y- Uj' v�) IZA 1z' Cal West - Engineering Job No. 81159 Durango DR. Sheet No. -Of * Indio, Ca. Calculated By -____._.Date 92201 Checked By. Date Phone., (619) 342-9695 U) z 0 -j V Tt" MI. k-1 c3 b UJ I CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. OF CALCULATED BY _. CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO. ----------------------- FORCE INTO LINE # 1 =;!j TOTAL - TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT.ft. =h= WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h. =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. P1 # xl ft. p2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+.p3x3+QhdA2/2) #ft F.S.O.T. T=C=[(Mot-2/3Mr)/d] # WALL NO ------------------------- FORCE INTO LINE # 1 TOTAL PANEL LENGTH ALONG LINE ft: PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft.. UNIFORM LOAD #/ft. pl # xl ft. P2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+.Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] #. =Q= =TL= =d= =h= =V-- =Q= v= =Q= 1914 14.00 14.00 12.00 0.86 174 USE--- - 3,a� . 17 0.183 26104 209 0 0 0 0 0 0 40474 .1.55 NO HOLDOWNS REQUIRED N/A NO HOLDOWNS REQUIRE 3334 36.50 10.50 12.00 1.14 K 129 USE --------------- A" 17 0.183 13861 209, 0 0 0 0. 0 0 22766.62 1.64 NO HOLDOWNS REQUIRED N/A NO HOLDOWNS REQUIRE ' CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 3 FORCE INTO LINE # 1 = = 3334 TOTAL PANEL LENGTH ALONG LINE ft.. =TL= 36.50 PANEL LENGTH ft. =d= 26.00 PANEL HEIGHT ft. =h= 12.00 h/d = 0.46 K WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 129 USE ---------------- G kFY ' WALL PANEL STABILITY: WALL WEIGHT p.s.f. .=Q= 17 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 34323 UNIFORM LOAD #/ft. = 209 pl # = 0 xl ft. = 0 p2 # = 0 x2 ft. = 0 p3 # = 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 139594 F.S.O.T. = 4.07 NO HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = N/A NO HOLDOWNS REQUIRE WALL NO.------------------------ 4 FORCE INTO LINE # 3 _ 6302 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 12.00 PANEL LENGTH ft. =d= 6.50 PANEL HEIGHT ft. =h= 12.00 h/d = 1.85 As both S�Gg S WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 562 USE---------------- h$ WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 42419 UNIFORM LOAD #/ft. = 0 pl #= 0 xl ft. _ 0 p2 # = 0 x2 ft. = 0 p3 # = 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 4309..5 F.S.O.T. = 0.10 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 6084 USE---------------- K -&A of, 6 x CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. OF CALCULATED.BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 5 FORCE INTO LINE # 3.5 =I- 1929 TOTAL PANEL LENGTH ALONG LINE it. =TL= 9.50 PANEL LENGTH ft. =d= 4.50 PANEL HEIGHT ft. =h= 12.00 hd 2 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 240 USE---� ------ ----- � AfS WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 11973 UNIFORM LOAD #/ft. 209 pl # = 0 xl ft. = 0 p2 # = 0 x2 ft. = 0 p3 # = 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ 4181.625 F.S.O.T. _ 0.35 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 2041 USE--,--------- - }-j�i4N n 22 an WALL.NO.------------------------ . 6 FORCE INTO .LINE # 3.5 = = 1929 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 9.50 PANEL LENGTH ft. =d= 5.00 PANEL HEIGHT ft. =h= 12.00 .40 2240 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= USE-- A ----------- k4 WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw _ 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ 13303 UNIFORM LOAD #/ft. = 0 pl # = 0 X1 ft. = 0 p2 # = 0 x2 ft. _ 0 P3 # - 0.- x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 2550 F.S.O.T. _ 0.19 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 2321 USE ------------.---- NPmv;2 cm �X(.' ` CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. 50 OF CALCULATED BY .CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 7 FORCE INTO LINE # 4 =;= Dl TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. pi # X1 ft. P2 # x2 ft. p3 # x3ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] #. WALL NO ------------------------- FORCE INTO LINE # 5 TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. pl # xl ft. p2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # 1044 21.00 21.00 12.00 0.57 87 USE-- ----------- 5 At-� =Q= 17 = 0.183 = 17232 = 70 = 0 = 0 = 0 = 0 = 0 = 0 = 60417 _ 3.51 NO HOLDOWNS REQUIRED = N/A NO HOLDOWNS REQUIRE =P= 3774 =TL= 11.00 =d= 11.00 =h= 16.00 = 1.45 G =v= 393 USE ---------------- 7 Aa =Q= 17 = 0.183 _ 64764.. = 0 = 0 = 0 = 0 0 = 0 = 0 = 16456 = 0.25 HOLDOWNS REQUIRED _ 4890 USE ---------------- d►'1 %X<P ' CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. 51 OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 9 FORCE INTO LINE # 6 = - TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. P1 # xl ft. p2 # x2 ft.- p3l # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d].# WALL NO ------------------------- FORCE INTO LINE # 6 TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. pi # xl ft. P2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) F.S.O.T. T=C=[(Mot-2/3Mr)/d]'# 4313 38.00 16.00 16.00 1.00 163 USE ---------------- 5 as =Q= 17 = 0.183 = 35427 = 171 = 0 = 0 = 0 = 0 = 0 = 0 = 56704 = 1.60 NO HOLDOWNS REQUIRED = N/A NO HOLDOWNS REQUIRE -10 4313 =TL= 38.00 =d= 12.00 =h= 16.00 �. = 1.33 =v= 163 USE---------------- k+3 =Q= 17 0.183 26570 = 171 0 0 0 0 -0 0 #f t. = 31896 1.20 HOLDOWNS REQUIRED 442 USE------------- CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR.' INDIO, CA. 92201 619=342-9695 JOB SHEET NO. - 5-1/0F CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.----------------------- 11 FORCE INTO LINE # 6 TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= . h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft.. P1 # xl ft. P2 # x2 ft. p3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # WALL NO ------------------------- FORCE INTO LINE # 6.1 TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. pl # xl ft. p2 # x2 ft. p3 # x3ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) F.S.O.T. T=C=[(Mot-2/3Mr)/d] # #ft. =Q= -12 =TL= =d= =h= =v= =Q= 4313' 38.00 10.00 16.1.60 n 163 USE ---------------- 17 0.183 22142 171 0 0 0 0 0 0 22150 1.00 HOLDOWNS REQUIRED 738 USE-N�pHD22 e�^r6 -- 1460 8.00 8.00 12.00 1.50 /�\ 220 USE-----'---------- 3Ae 17 0.183 19312 158 0 0 0 0 0 11584 0.60 HOLDOWNS REQUIRED 1449 USE----------}'.---- �fotiz '" i CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. - 92201 619-342-9695 JOB SHEET NO. T3_OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 13 FORCE INTO LINE # ' 7 = = 3434 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 26.00 PANEL LENGTH ft. =d=. 11.00 PANEL HEIGHT ft. =h= 12.00 h/d = 1.09 A WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 169 USE-- ---------- WALL PANEL STABILITY:. WALL WEIGHT-p.s.f. =Q= 17 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 19898 UNIFORM LOAD #/ft. = 0 p1 # = 0 X1 ft. = 0 p2 # _ 0 x2 ft.= 0 p3 # -. 0 . x3 ft. 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 12342 F.S.O..T. _ 0.62 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] #, 1061 USE---------------- WALL NO.------------------------ 14 FORCE INTO LINE # 7 = = 3434 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 26.00 PANEL LENGTH ft. =d= 15.00 PANEL HEIGHT ft. =h= 12.00 h/d = 0.80 /\ WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 169 USE--== ---------- WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 27134 UNIFORM LOAD #/ft. = 0 pi # = 0 xl ft. = 0. p2 # = 0 x2 ft. 0 p3 # = 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 22950 F.S.O.T. = 0.85 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 789 USE---------- — -- s KCAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. 5f OF CALCULATED BY CHECKED BY SCALE SINGLE STORY . SHEAR WALL ANALYSIS WALL NO.------------------------ Jp= FORCEINTO LINE # 8 2408 TOTAL PANEL LENGTH�ALONG LINE ft. .=TL= 15.00 PANEL LENGTH ft. =d= 15.00 PANEL HEIGHT ft. =h= 12.00 0198 L WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= USE-- ---------- 5A9 WALL PANEL STABILITY:- WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw= 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. = 32256 UNIFORM LOAD #/ft. = 158 P1 # = 0 X1 ft. = 0 P2 # _ 0 x2 ft. = 0 p3 # _ 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. = 40725 F..S.O.T. = 1.26 HOLDOWNS REQUIRED i T=C=[(Mot-2/3Mr)/d] # = 340 USE ----------j-,----- "kp W ,► 96%lc KCAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. OF CALCULATED BY CHECKED. BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 16 FORCE INTO LINE # A = _ TOTAL PANEL LENGTH ALONG LINE ft. .=TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. .ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. pl # xl ft. P2 # x2 ft. p3.# x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # WALL NO --------------------------- FORCE INTO LINE # D TOTAL PANEL LENGTH ALONG LINE ft. PANEL.LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. pi # xl ft. p2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # =Q= -17 ., =TL= =d= =h= =V= =Q= 3219 4.00 4.00 12.00 3.0 842 USE -2 USE-- - --- 5Ab 17 0.183 39524 152 0 0 . 0 0 0 0 2848 .0.07 HOLDOWNS REQUIRED 9406 USE ---------------- l��12 4437 15.00 11.00 12.00 1.09 333 USE-- ----------- 5 be. 17 0.183 41510 0 0 0 0 0 0 0 12342 0.30 HOLDOWNS REQUIRED 3026 USE---------- ---- NFA.tips2 ,\. +x6 CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. !.5'70 OF CALCULATED BY CHECKED BY' SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 18 FORCE INTO LINE # D - - 4437 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 15.00 PANEL LENGTH ft. =d= 4.00 PANEL HEIGHT ft. =h= 12.00 h/d 3.00 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 333 USE--- ---------- WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw = 0.183. Mot={(P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ 15094 UNIFORM LOAD #/ft. = 0 pl # = 0 xl ft. _ 0 P2 # _ 0 x2 ft. = 0 p3 # = 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. =. 1632 F.S.O.T. = 0.11 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] #. _ 3502. USE---------- -- ary �X _ WALL NO .------------------------ 19 2 0F�D'1n F FORCE INTO LINE # F 2262 TOTAL.PANEL LENGTH ALONG LINE ft. =TL= 18.00 PANEL LENGTH ft. =d= 9.00 PANEL HEIGHT ft. =h= 12.00 h/d =1.33 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 163 USE ---AA. ----------- WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. _ pi # _ xl ft. p2 # _ x2 ft. _ P3 x3 ft. Mr=(wd"2/2+plx.l+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ 17 0.183 15588 0 0 0 0 0 0 0 8262 .0.53 HOLDOWNS REQUIRED 1120 USE---------------- x a CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO.g� OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 21 22 FORCE INTO LINE # I TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d _ WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM LOAD' #/ft. _ pi # _ xl ft. _ p2 # x2 ft = P3 # _ x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ WALL NO ------------------------- FORCE INTO LINE # J TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: 2346 5.00 2.50 8.50 3.40 G 496 USE---------------- 31AP.-> 17 0.183 10251 0 0 0 0 0 0 0 451.5625 0.04 HOLDOWNS REQUIRED 3980 USE --------------- - 07'^ dx b -2324 522 =TL= 5.00 =d= 2.50 =h= = 8.50 3.40 C =v= 131 USE-- ---------- 3 �krn WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM LOAD #/ft. _ pl # _ xl ft. _. p2 # _ x2 ft. p3 # _ x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # _ - 17 0.183 2499 0 0 0 0 0 0 0 451.5625 0.18 HOLDOWNS REQUIRED 879 USE --------------- Hr5,J- 1571 f AG CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9.695 JOB SHEET NO. 925 OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO. ------------------------25 26 FORCE INTO LINE # K 1000 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 6:00 PANEL LENGTH ft. =d= 3.00 PANEL HEIGHT ft. n/d =h= = 12.00 4.00. WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 204 USE-- ----------- WALL PANEL STABILITY: WALL WEIGHT.p.s.f. =Q= 17 ZIC/Rw = 0.183 Mot=((P/TL)dh+(ZIC/Rw)QdhA2/2) #ft. 6672 UNIFORM LOAD #/ft. = 0 pl # = 0 xl ft. 0 p2 # = 0 x2 .ft. = 0 p3 # = 0 x3 ft., = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd^2/2) #ft. = 918 F.S.O.T. _. 0.14 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 2020 USE ---------------- ��IiD22 WALL NO.------------------------ 27 FORCE INTO LINE # L - - 834 TOTAL PANEL LENGTH ALONG LINE ft. =TL= 8.00 PANEL LENGTH ft. =d= 8.00 PANEL HEIGHT ft. =h= 12.00 h/d = 1.50 WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= 142 USE ------------ 3 R'e WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= 17 ZIC/Rw =. 0.183 Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2)'#ft. = 11800 UNIFORM LOAD #/ft. = 0 pl # = 0 xl ft. = 0 P2 # = 0 x2 ft. = 0 p3 # = 0 x3 ft. = 0 Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2)`#ft. = 6528 F.S.O.T. = 0.55 HOLDOWNS REQUIRED T=C=[(Mot-2/3Mr)/d] # = 931 USE ------ ----------- qp4AD Z 0 ' 04 `CAL WEST'ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 28 FORCE INTO LINE # M = _ TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f*. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. p1 # xl ft. P2 # x2 ft. P3 # x3.ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. -T=C=[(Mot-2/3Mr)/d] # WALL NO ------------------------- FORCE INTO LINE # N TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft._ UNIFORM LOAD #/ft. pi # xl ft. P2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+QhdA2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # =Q= Hum,I =TL= =d =h= =v= =Q= 3750 11.50 5.50 12.00 Q 2.18 p, 363 USE---------------- 3A 17 0.183 22754 285 0 0 0 0 0 0 7396.125 :0.33 HOLDOWNS REQUIRED 3241 USE ---------------- �` kZ m, i:�X 4144 17.00 8.00 12.00 1.50 281 USE---------------- 17 0.183. 25193 285 0 0 0 0 0 0 15648 0.62 HOLDOWNS REQUIRED 1845 USE---------------- CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. (,gyp OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 30 _FORCE INTO LINE # N TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/.Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM LOAD #/ft. _ pl # _ xl ft. _ P2 # _ x2 ft. _ p3 # x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. _ F.S.O.T. _ T=C=[(Mot-2/3Mr)/d] # WALL NO:-----------------=------ 31 FORCE INTO LINE # H = = TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v WALL PANEL STABILITY: WALL WEIGHT p.s.f. =Q= ZIC/Rw = Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. _ UNIFORM LOAD #/ft. pl. # _ xl. ft. _ p2 # _ x2 ft = P3 # _ x3 ft. _ Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O. T. _ T=C=[(Mot-2/3Mr)/d]'# _ 4144 17.00 8.00 12.00 1.50 281 USE---4L---------- 0 ,4,4p;, 17 0.183 25193 285 0 0 0 0 0 0 15648 0.62 HOLDOWNS REQUIRED 1845 USE----------- --- 4140 33.00 11.00 12.00 1.09 163 USE---------------- Ah5 17 0.183 19024 ' 0 0 0 0 0 0 0 12342 0.65 HOLDOWNS REQUIRED 981 USE--------------- _CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-.9695 061 SHEET NO. OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ FORCE INTO LINE # H li�- TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d= PANEL HEIGHT ft. =h= h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft. P1 # xl ft. P2 # x2 ft P3 # X3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+QhdA2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)%d] # WALL NO. ------------------------ FORCE INTO LINE # C TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. h/d WALL -UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft, UNIFORM LOAD #/ft. pi # xl ft. P2 # x2 ft. P3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3.+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # =Q= JPF34 =TL= =d= =h =v= =Q= 4140 33.00 22.00 12.00 0.55 163 USE ---------------- . 7h� 17 0.183 38048 0 0 0 0 0 0 0 49368 1.30 HOLDOWNS REQUIRED 233 USEAa Wi1` ---- 1452 6.00 3.00 12.00 4.00 \ 279 USE ---------------- 17 0.183 9384 380 0 0 0 0 0 0 2628 0.28 HOLDOWNS REQUIRED 2544 USE ------------ I IrsiLyp22 pl. 6x6 CAL WEST ENGINEERING CIVIL AND STRUCTURAL ENGINEERING 81-159 DURANGO DR. INDIO, CA. 92201 619-342-9695 JOB SHEET NO. (e1i OF CALCULATED BY CHECKED BY SCALE SINGLE STORY SHEAR WALL ANALYSIS WALL NO.------------------------ 35 FORCE INTO LINE # C.1 __v= TOTAL PANEL LENGTH ALONG LINE ft. =TL= PANEL LENGTH ft. =d PANEL HEIGHT ft. =h= h/d = WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h =v= WALL PANEL STABILITY: WALL WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD #/ft.. pl # xl ft. P2 # x2 ft. p3 # x3 ft. 14r=(wd"2/2+plxl+p2x2+p3x3+Qhd"2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # WALL NO ------------ INTO LINE # 2 TOTAL PANEL LENGTH ALONG LINE ft. PANEL LENGTH ft. PANEL HEIGHT ft. hd WALL UNIT SHEAR #/ft.=P/(TL)+(ZIC/Rw)h WALL PANEL STABILITY: WALL.WEIGHT p.s.f. ZIC/Rw Mot=((P/TL)dh+(ZIC/Rw)Qdh"2/2) #ft. UNIFORM LOAD#/ft. pl # xl ft. P2 # x2 ft. p3 # x3 ft. Mr=(wd"2/2+plxl+p2x2+p3x3+Qhd^2/2) #ft. F.S.O.T. T=C=[(Mot-2/3Mr)/d] # 1352 17 7.00 _ 7.00 12.00 1.71 17792 230 USE ---4L----------- 209 3 A15 =Q= 17 _ 0.183 = 17792 = 209 = 0 = 0 = 0 = 0 = 0 _ 0 = 10118.5. = 0.57 HOLDOWNS'REQUIRED = 1578 USE--- ------------- ��{DZ� ten. �jc =36 6302 =TL= 12.00 =d= 5.50 =h= 12.00 = 2.18 =v= 562 USE------------ - 5A =Q= 17 _ .0.183 = 35893 _ 76 = 0 0 = 0 = 0 = 0 = 0 4235 = 0.12 HOLDOWNS REQUIRED = 6013 USE ---------------- CAL WEST ENGINEERING , CIVIL.AND STRUCTURAL ENGINEERING ' 81-159 DURANGO DR. 301 TESCONI . INDIO, CA. SANTA ROSA, CA. 92201 95042 619-342-9695 707-544-2322 SHEAR WALL SCHEDULE DESCRIPTION MAX LOAD PLP A 318 APA RATED SHEATHING ERP 1 W1 8d NAILS @ ..264 6" o/c AT EDGES AND 12" o/c FIELD *528 (TABLE 25-K U.B.C.) B 318 APA RATED SHEATHING BRP 1 W1 8d NAILS @ 384 4" o/c AT EDGES AND 12" o/c FIELD X168 (.TABLE 15-K U.B.C.) C 318 APA RATED SHEATHING ERP 1 W1 8d NAILS @ 49.0 3" o/c AT EDGES AND 12" o/c FIELD I "980 ( TABLE 25-K U.B.C.) D 318 APA RATED SHEATHING EXP 1 WI 8d NAILS @ .636 2" o/c AT EDGES AND 12" o/c FIELD *1272. (TABLE 25-K U.B.C.) NOTES 6 d 7 E 112 APA RATED SHEATHING ERP 1 WI 10d NAILS @ 870 2" o/c AT EDGES AND 12" o/c FIELD *1740 ( TABLE 25-K U.B.C.) NOTES 6 A 7 F 112" OR 518" DRYWALL WI 6d COOLER NAILS 50 @ 7" olc EDGES 6 FIELD (TABLE 47-1 U.B.C.) x100 G 112" OR 518" DRYWALL W1 6d COOLER NAILS 63 @ 4" o/c EDGES A FIELD (TABLE 41-I U.B.C.) *125 H 112" BLOCKED DRYWALL WI 5d COOL'R HAILS 75 @ 4" o/c EDGES 6 FIELD (TABLE 47-I U.B.C.) "150 J 518" BLOCKED DRYWALL W1 6d COOL ER NAILS 88 @ 4" o/c EDGES d FIELD (TABLE 47-I U.B.C.) *175 . 718"STUCCO OVER BACKED LATH W116 GUAGE 180 K STAPLES 16" o/c AT TOP A BOTTOM PLATES, *360 EDGES , 5 FIELD OF WALL (TABLE 47-1 U.B.C.) L 118"STUCCO OVER BACKED LATH W116 GUAGE 325 STAPLES @ 3" o/c AT TOP 6 BOTiSM PLATES, "650 EDGES , A FIELD OF WALL (TABLE 47-I U.B.C.) (I.C.B.O. REPORT NO. 182311318) NOTES: 1. ALL EDGES OF PLYWOOD SHEAR PANEL MUST BE BLOCKED WI 2K SOLID BLOCKING. 2. PLYWOOD PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 3-112 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 3. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 1-112 TO 1 SHALL BE BLOCKED. 4. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 5. ARCHITECT SHOULD SPECIFY MANUFACTURER AND TYPE OF LATH TO BE USED TO MEET ICBO REQUIREMENTS. -----------> DENOTES SHEAR PANEL BOTH SIDES JOB SHEET HO -- CALCULATED BY_— CHECKED BY ANCHOR BOLT SPACING SILL FATE NAIL SPACING 112" 518" 16d. @ _- "olc 32 56 6 16 24 3 24 31 4 8 18 2 16 30 2 2 F.OWS -- 12 1 8 24 2 2 ROWS -- 12 1 8 18 2 1 ROWS -- 6 2 72 72 16 72 72 8 11 11 12 72 72 6 72 72 8 60 72 4 1 71 8 56 72 4 56 72 8 24 , 40 4 24 40 4 8 14 2 6. FRAMING SHALL BE 3 IN. OR WIDER, AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 IN. ON CENTER AND WHERE 10d HAILS HAVING PENETRATION INTO FRAMING MORE THAN 15/8 IN. ARE SPACED 3 IN. OIC. 7. WHERE PLYWOOD IS APPLIED TO BOTH FACES OF THE WALL AND NAIL SPACING IS LESS THAN 6" O/C, PANEL JOINTS SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 31 NOMINAL WI RAILING STAGGERED ON EACH SIDE. B. ALL PLYWOOD APA BATED EXPOSURE 1, PSI -83. 9. MAX BOLT LOAD PER UBC.SECTION 2510 B. Cal West Engineering Job No, 81-159 Durango DQ. Sheet No. Of Indio, Ca. Calculated By _Date _ 92201 Checked By Date cnK„�r% , (A10) ZOO, q1) . . . . . . . . I fi►. .1,51 `,5.'Z . .... . . . . . . . . t `f.. _I, ---------------------------------------------- FASTFRAME Two -Dimensional Static Frame Analysis Version 1.11 Copyright (C) 1988,89 ENERCALC SOFTWARE ----------------------------------------------------------------------- ----------------------------------------------------------------------- Project Title Date : 29 -Jun -80 Project # Time : 03:31:33 PM' Client - scope ; This 2-D frame consists of 4 Nodes 1 Nodal Loads 3 Beams 0 Beam Point Loads .2 Load Combinations �1 Beam Distributed Loads 1 Member Properties ------------- ------------------------------------------------------- FASTFRAME is a 2-D finite element program providing structural analysis & design solutions. FastFrame transforms LOTUS -1-2-3 into a full featured structural analysis, design, and graphics system. Full AISC code checking & selection from a 2,700 member database, structure plotting, and member analysis & graphics is provided.. FastFrame models rigid frames, braced frames, trusses, and any type of two-dimensional structure. Nodes and Beams are used to define. the frame's geometry and member connections. Nodes and Beams also have "restraint" and "releasee codes which set how the X, Y, and Z (rotation)degrees of freedom -are used. Also, "S" or "D" node restraints specify spring supports and forced displacements. Loads are applied to the frame by using the Node Load, Beam Point Load, and Beam Distributed Load areas. You can apply virtually any type of load, moment, or thermal gradient to the frame. Also, "direction" codes can modify the.alignment of a load. Each member has a "property" list which specifies the area, inertia, and other values, including AISC check values. FastFrame let's you ".Tag" members (i.e..a W21x55 can be tagged•"BM111). You can then either assign -the tag or actual section label (W21x55) to a member. Load Factors and Load Combinations are used to combine types of loads as required by building codes. The "factor" capability enables FastFrame to assign a single multiplier to each load in a case -or- each combination at run-time. Gravity loads from frame members can also be automatically generated. Output is supplied for node displacements, reactions, beam end shear, axial.& moment loads, and AISC unity checks. Full color structure & detailed plots for RISC stress checks are also provided. ------------------------------------------------------------------------ NODAL LOAD DATA ------------------------------------------------------------------------ NODE I Nodal Loads (K,K-ft)I Load Case Factors LABEL Global X Global Y Moment 1 2 13 4 5 -----------------------------------------------------------------7------ 2 2.508 I 1 I -------------------------- NODAL DATA Global Default Temperature= 0.00 Coordinates ----------------- Boundary Restraints Node LABEL X Y X-dof •'Y-dof Z-dof Temp -------- - --------- (ft)--------- ---(0,1,2,in,K-in,radians)-- ---(F)--- 1 0 0 1 1. 1 0 2 0 16 0 3 _ 16 16. 0 4 16 0 1 1 1 0 BEAM DATA Beam Property End Releases . Beam Definition Label I-end J-end BEAM Length I-node J-node -or- Tag x y z I x y z LABEL (ft) 1 - 2 1 1 16.000 2 - 3 1 2 16.000 3 - 4 1 3 16.000 --------------------------------------------r.---------------------------- ------------------------------------------------------------------------ BEAM STRESS CHECK DATA BEAM Unbraced Lengths K:Length Factors Bending Coeff . 2nd LABEL Y-Y (axis) X-X Y-Y (axis). X-X Cm Cb Member? ---------- -------- (ft) ----- ------------------ ------------- -------- Default Beam Length 1 1 1 1 No --------------------------------------------------- BEAM PROPERTIES AISC/Other Area Inertia Elastic Weight Coef,of Fy Y-Y Property SECTION I-xx Modulus Density Therm Ex Axis Tag PROP. LABEL (in"2) ------------------------------------------------- (in"4) (Ksi) (K/ft"3) (/100F) Flag 1 `I W10x30 I 8.84 170 29000 0.4896 0.00065 136 ------------------------------------------------------------------------ NODAL LOAD DATA ------------------------------------------------------------------------ NODE I Nodal Loads (K,K-ft)I Load Case Factors LABEL Global X Global Y Moment 1 2 13 4 5 -----------------------------------------------------------------7------ 2 2.508 I 1 - - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - - --- - - - - - - -- - - - - - - - - - - - �C - - - - a- - �•- ------------------------------------------------------------------------ (k,k-ft) LOAD COMBINATION DATA Comb. Combination Run Stress Load Case Multipliers Factors Y -Load .Description - I ? lIncreasel 1 2 3 4 5 I Xgrav Ygrav Flag 1:LAT 0.000 -1E-13 -1.22 2:DL 11.29 1 2 3: -0.000 1 -1 4: -1.02 1 -1 5: 0.000 1 -1 6: 0.00 2 2 7: -0.001 1 -1 8: 0..00 3 1 9: -0.001 1 -1 10: 0.00 1 _1 11• 1.152 1 � - _1 12: 0.00 1 -1 13: ------------------------------------------------------------------------ -0.000 1 -1 ------------------------------------------------ NODAL DISPLACEMENTS AND SPRING/SUPPORT REACTIONS NODE I Load I Displacements (in, rad) Reactions (k,k-ft) LABEL Comb. X Y Rotation I X Y Rotation 1 1 0.000 0.000 -1E-13 -1.22 -0.35 11.29 1 2 -0.000 -0.000 1E-14 0.19 1.63 -1.02 2 1 0.215 0.000 -0.0007 0.00 0.00 0.00 2 2 0.000 -0.001 -0.0002 0.00 0.00 0..00 3 1 0.215 -0.001 -0.0006 0.00 .0.00 0.00 3 2 -0.0001--0.001 1.152 0.00023. 0.00 0.00 0.00 4 1 0.000 -0.000 -1E-13 -1.29- 1.79 11.67 4 2 0.000 -0.000 -1E-14 -0.19 1.63 1.02 --------------- BEAM END FORCES BEAM .... •Axial I Node End ........ .• ..... J Node End ...... •. LABEL (LoadI.. Comb. Shear Moment Ax ial Shear Moment --------------------(K)-----(K)----(K-ft)--- ---(K)------(K)----(K-ft)-- 1 1 -0.352 1.216 11.288 0.832 -1.216 8.167 1 2 1.633 .-0.192 -1.021 -1.152 0.192 -2.047 2 1 1.292 -0.832 -8.167 -1.292 1.313 -9.000 2 2 0.192 1.152 2.047 -0.192 1.152 -2.047 3 1 1.313 1.292 9.000 -1.794 -1.292 -•`11.673 3 2 1.152 0.192 2.047 -1.633 ,-O. 1 92 1..021 ------------------------------------------------------------------------ AISC UNITY CHECK RESULTS BEAM Load overall I" jf LABEL ------------------------------------------------------------------------ I Comb. `I Maximum I Node 1/4enter1�2ints 3/4 Node 1 1 0.227 0.227 0.130 0.034 0.070 0.167 1 2 .0.049 0.032 0.016 0.020 0.035 0.049 2 1 0.189 0.172 0.101 0.020 0.089 0.189 2 2 0.052 0.042 0.029 0.052 0.029 0.042 3 1 0.245 0..189 0.087 0.038 0.142 0.245 . 3 2 0.049 0.049 0.035 0.020 .0.016 0.032 ------------------------------------------------------------------------ ADDITIONAL SECTION PROPERTY DATABASE SECTION Area Depth TW Bf Tf I-xx I -y rT, x:Bar NAME in"2 in in in in in"4 in 4 -or- y .(in) DIMENSIONS DIST. LEFT OF #1 = 1.75 Title, TOT FOOTING LENGTH = 19.50 Line 2 DIST.. BTWN COLS. = . Scope :. ft FOOTING WIDTH _. Line 3 ft Number. 1.75 ft Line,4 18 Misc. ....... Datum @ CL of Column Line 5 ------------- ----------------------------------------------------------- REBAR CL TO SOIL = Dsngr in Date:29-Jun-80 COMBINED FOOTING DESIGN &.ANALYSIS Page DESCRIPTION >> FRAME GRADE BEAM psf! 26.373 7.8578 9-3 = 1,552 psf 2.07 --------------------- Stability DESIGN DATA .----------------------------- 3.28 ft ALLOW. SOIL PRESS. = 1000 psf CONCRETE WEIGHT = 145 pcf SHORT TERM FACTOR 1.33 OVERBURDEN DEAD WT. = psf SEISMIC ZONE (0=wind)= 4 MIN..As % = 0..0014 COMBINE LL & ST ? Y y/n COL. SIZE #1= in ... #2= f'c CONCRETE = 2500 psi BASE HT. #1= in ... #2= Fy REINFORCING = 40000 psi ------- COLUMN #1 ----------- AXIAL - SHEAR -------.MOMENT LOADS: " DEAD. _ -0.35 .0.19 kips -1.02 ft -k LIVE = kips ft -k SHORT TERM = 1.63 -1.22 kips 11.29 ft -k ------- COLUMN #2 ----------- AXIAL - SHEAR ------- MOMENT ----------- LOADS: DEAD = 1.63 -0.19 kips 1.02 ft -k LIVE = kips ft -k SHORT TERM = 1.79 -1.29 kips 11.67 ft -k DIMENSIONS DIST. LEFT OF #1 = 1.75 ft TOT FOOTING LENGTH = 19.50 ft DIST.. BTWN COLS. = 16 ft FOOTING WIDTH _. 1.5 ft DIST.._RT. OF #2 _ 1.75 ft FOOTING THICKNESS = 18 in ....... Datum @ CL of Column #1 REBAR CL TO SOIL = 3.5 in --- DESIGN SUMMARY --------- Service - Left S.P.: Static D+L = 95 Short D+L+S = Right S.P.: Static D+L = 428 Short D+L+S = 760 .Resultant Ecc.: Static = Short Term Allow-------- ACI Factored --- 1,000 psf 9-1 = 435 psf 1,330 psf 9-2 = psf 9-3 = psf 1,000 psf 9-1 = 1,965 psf 1,330.psf. psi 9-2 = 3,492 psf! 26.373 7.8578 9-3 = 1,552 psf 2.07 ft Stability 4.8885 3.28 ft Ratio = 3.35 :1 . ....Col #1..... Btwn .... ....Col #2.... Reinforcing: Ru/Phi As Ru/Phi As Ru/Phi As ACI 9-1 4.1962 -0.24 39.4169 -0.24 7.4493 0.24 9-2 7.3704 -0.24 364.177 1.75 19.322 0.2.4 9-3.. 1.2667 -0.24 370.281 1.78 10.599 0.24 Ru (psi), As(in/ft of width), negative --> As @ top of footing' --- ------------------------------------------------------------------ ----- MOMENTS.& SHEARS.---------- ACI Equation #.... 9-1 9-2 9-3 Moments: ------- ------ ------- Mu @ column # 1 = 0.7940 -1.394 -0.239 kft/ft Mu btwn columns = 7.4586 68.911 70.066 kft/ft. Mu @ column .# 2' = 1.40960 3.6563 2.0056 kft/ft. 1-Way:' 4 Allowable : Vn = 2 (f'c".5) = 100 100 100 psi Actual : Vu / .85 Left of Column #1 = 1.98899 3.5393 0.6638 psi Between Columns = 17.7694 26.373 7.8578 psi Right of Column #2. = 3.46127 8.9510 4.8885 psi 2 -Way:. Allowable Vn = 4 (f'c".5) = 200 200 200 psi Actual: @ Column #1 = 1.37678 9.6579 10.114 psi @ Column #2* = 8.73675 17.427 11.024 psi Title . Line 2 Scope Line 3 Number:1� .. Line 4 misc. Line 5 ------------------------------------------------------------- Dsngr.: Date:29-Jun-80 •AISC BASE PLATE'DESIGN Page ------- - DESCRIPTION/S ----- DESIGN DATA -------- --------------------------------------------I AXIAL LOAD k 3.42 X -X AXIS MOMENT ft -k 12.69 AISC-SECTION-NAME ---->> W10x30 None None None None TENSION CAPACITY/BOLT k 6.68 # BOLTS PER SIDE 2 BOLT AREA in 0.334 ...DIST. FROM PL EDGE in 1.5 BASEPLATE HEIGHT in 16.5 it WIDTH in 12 SUPPORT PIER HEIGHT 'in 42 n n WIDTH' in 42 f1c psi 2,500 3,000 3,000 3,000 3,000 .Fy ksi 36 36 36 36 36 LOAD DURATION FACTOR 1.33 1.00 1.00 1.00 1.00 AISC SECTION DEPTH in 10.47 .....FLANGE WIDTH in 5.810 .....FLANGE THICKNESS in 0.510 ` .....WEB THICKNESS in 0.300 ------ PLATE DESIGN --------------------------------------------------- MIN. REQ'D THICKNESS in 0.55 Plate Analysis Type 1 Anchor Bolt Tension k 4.73 (per bolt) Actual Bearing psi 523 .Allowable: Per ACI 10.15 2975 Per AISC 1.5.5 2327.5 Max. Plate Capacity for Allowable Bearing k 460.8 ----- PLATE ANALYSIS ---->>> Use If Actual'Thickness Varies From Min. -- ACTUAL PLATE THICKNESS in 0.75 Max Allow Plate Fb ksi 35.91 Actual fb ksi 19:•15 EARTH SYSTEMS CONSULTANTS S.C. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 - (619) 345-1588 CLIENT NAME CUENTADDRESS CLIENT PHONE DATE JOB NO. U -(-8 `-c-� PROJECT � -2 - �l �l S ho ✓��v � s LOCATION h CONTRACTOR OWr6i WEATHER ( TEMP TIME PRESENT AT SITE c7 ' est DRY DENSITY lbs/cu. ft. MAXIMUM CRY DENSITY- % TEST Na!vE ER v LOT ND. ELEVATION FIELD TESTING REFERENCECURVE MOISTURE CONTENT % DRY DENSITY lbs/cu. ft. MAXIMUM CRY DENSITY- % MAXIMUM DR DENSITY lbs/cu. 11. OPTIMUM MOISTURE CONTENT % l r cu co REMARKS: jo V0.c FIELD REPORT CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE No - -- --- - - ,- - - 4 _ -_ - _ 7950 a desert residence for: MR. and - MRS. ED MURPHY Lot 38 The Enclave Mountain Estates prepaired by: Cherokee Homes 79=811 Country Club Drive Bermuda Dunes, Ca. 92201 phone (619) 345-6225 fax (619) 345-0234 SPECIFICATIONS 1 1 1 1 1 1 1 1 The Ed Murphy Residence 0 THE ED MURPHY RESIDENCE" SPECIFICATIONS AND ENGINEERING TABLE OF CONTENTS r Page- age.I. I.Supplementary General Conditions SGC - 01 Shop Drawings 1.. SGC - 02• Materials or Equivalents 1. SGC - 03 Codes 1. SGC - 04 Permits 2. SGC - 05 Occupancy of Work by Owner 2. SGC - 06 Special Guarantees 2. SGC - 07 Disputes 2. . II. General Recuirements Division 1 01100 Summary of -the Work 3. 01200 Samples and Shop Drawings 3. 01300 Temporary Facilities 3. 01400' • Clean Up 3. 01500 Project Closeout 4. III. Site Work Division 2 02200 Earthwork 5. 02210 Site Grading 5•. 02220 Excavation .and Backfilling 5. 02221 Dust Control and Watering 5. 02222' Paving Subgrade 5. 02223 Imported Fill 6. 02500 Site Drainage 6. 02510 Site Drainage System 6.1- .-•02600 .02600 Roads and Walks 6. The Ed Murphy Residence 0 02,630 Walks 6. IV. Concrete, Division 3 03000 Concrete General Conditions 7. 03100 Concrete Formwork 8. 03110 Wood Forms 8, l ' 03200 Concrete Reinforcement 8. 03210 Steel Bar and Welded Wire Fabric• 8. 03300 Cold Joints 8, V. Masonry Division 4 04000 Masonry General Conditions 9. 04100 Mortar 10. 04110 Cement and Lime Mortars 10. 04200 Unit Masonry., 10. 04220 Concrete Unit Masonry 10. 04222 Concrete Block Masonry 10. VI. Metals Division 5 05120 Structural Steel 11. 05600 Miscellaneous Iron 11. 05620 Galvanizing 11. VII. Carpentry Division 6 06100' Rough Carpentry 12, Framing Lumber 12, SiT1.Plates 13. Typical Nailing 13. Nailing 13. -Miscellaneous Framing 13. 06200 Finish Carpentry 14. 06212. Interior Trim 14. 06220 Millwork 14. 06230 Cabinetwork 14,15. •The Ed Murphy Residence 06410 Cabinet Hardware VIII. Thermal/Moisture Protection Division 7 07200• Insulation 16. 07210 Building Insulation 16. 07220 Ceiling Insulation 16. 07230 Wall Insulation 16. 07300 Roofing 17.. 07510 Built -Up Roofing 17. 07320 Concrete Roof Tiles 17. 07600 Flashing and Sheet Metal 18. 07620 Flashing and Trim 18. IB. Doors and Windows Division 8 08100 Metal Doors and Frames 19. M 08110 Hollow,Metal Doors and Frames 19. 08200 Wood Doors 19. 08211 Flush Wood Doors 19. 08212 Panel Wood Doors 19. 08300• Special Doors 19. 08321 Main Entry Doors 19. 08360 Sectional Overhead Garage Door. 19. 08500 Metal Windows 20, ". .08520 Aluminum/Vinyl.•Windows 20. 08700 Finish Hardware 20, •08710 Installation 20, 08720 'Door Hardware 20, 08750 Thresholds and Weatherstripping 20. 08800 Glazing 21, 08813 Tempered Glass 21, 08830 Mirror Glass 21, The Ed Murphy Residence X. Finishes Division 9 09100 Lath and Plaster 22. 09180 Cement Plaster 22. 09250 Gypsum Drywall. 22. 09260 Gypsum Drywall System 22. 09270 Gypsum Drywall Finishes 22. 09300 Tile 22. 09310 Ceramic Floor Tile 22. 09311 Ceramic Wall Tile 23. 09680 Carpeting 23. 09900 Painting 23. 09901 Workmanship 23. 09902 Materials 23. 09910 Exterior Finishes 23. 09920 Interior Finishes 24. 09950 Wall Coverings 24. %I.• Specialties Division 10 10800 Toilet and Bath Accessories 25. %II. Equipment Division 11 11900 Residential Equipment 26. %III. Mechanical Division 15 15010 General Provisions 27. 15020 Work Included 27,. 15023 Codes - Fees and Lateral Costs 27. 15041 Chlorination of Domestic Water 27. 15042 Tests 27. 15043 Balancing of Air System 27. 15044 General Completion 27. 15047 Identification 27. 15049 Materials Manufacture 28, 15050 Basic Materials and Methods 28. The Ed Murphy Residence 15051 General 28. 15060 Pipe and Fittings 28. 15100 Valves and Piping Accessories 28. 15161 Vibration Isolation 28. 15180 Insulation 29. 15181 General 29. 15185 Hot Water Piping 29. 15190 Ductwork. 29. 15200 Water Supply System• 29. 15210 Water Supply Piping System 29. 15220 Domestic Hot Water System 29: 15250, Soil and Waste System 29. 15260 Soil and Waste Piping 29. 15280 Sanitary Sewer 30. 15310 Plumbing Fixtures and Trim 30. 15310 Fixture List- 30. 15400. Plumbing 31. 15500 Gas Piping System 32. 15510 Natural Gas Piping 32. 15800. Heating and Air Conditioning 32.. 15810 General Requirements 32. 15820 Equipment 33. 15850 Air Distribution 33. 15851, General 33. 15820 •Fans 33. 15840 Ductwork 33. %IV. Electrical. Division 16 16010 General Provisions 34. 16012 Testing 35: 16100 Basic Materials and Methods 35. 16110 Raceways and Fittings 35: The Ed Murphy Residence, 0 16300 Electrical Distribution System 35. 16300 16400 Panelboards .35. Lighting Fixtures 35,36. i16510 1.6500 Service and Distribution 36. Electrical'Services 36. r. 16550 16570 Grounding System Distribution 36. Switchboards. 36. 16700 Communications 36. 16725 Smoke Detecting Devices 36. 9 ' 16740 16780 Telephone System Television System 36. 36. 16790 Stereo System 36. • ' The Ed Murphy Residence F L ' Supplementary General Conditions ' THE FOLLOWING ARTICLES SHALL AMEND AND TARE PRECEDENCE OVER ANY PORTION OF THE GENERAL CONDITIONS AS NOTED BY REFERENCE HEREIN# OR OVER ANY PORTION OF THE CONTRACT DOCUMENTS IN CONFLICT HEREWITH, AS FOLLOWS: SGC - 01 SHOP DRAWINGS ' 1.0 Any work executed by sub -contractor which he may claim is not clearly defined in the contract documents, or which he believes to be in error, shall be at his risk and expense unless he has submitted shop drawings or other data for approval by Cherokee Homes, in which he has called attention to the question for Cherokee's decision. SGC -.02 MATERIALS OR EQUIVALENTS 1.0 IN ALL CASES - Any specified item to be substituted by an "EQUAL" must be approved by the Owner and Cherokee Homes, before substitution can be made. ' This "EQUAL" item must be submitted to the Owner or Cherokee in a time frame that will not affect the overall schedule of.the job. Any savings due to a substitution will be credited to the Owner. 1.1 No verbal requests for rulings on proposed alternate materials, processes or of interpretations, to the plans and specifications will be acted on during the bidding period. - All requests for such rulings and/or interpretations must be in writing within 7 days. of the date of receipt of bids, in order that such rulings may be issued to all bidders through addenda, which become part of the contract documents. 1.2- It is further provided that whenever in the specifications any material or process is indicated or specified by patent or proprietary names and/or by names of manufacturer, such specifications shall be deemed to be used for the purpose of facilitating description. of the material and/or process desired, and shall be deemed to be followed by the words, "or equal", and the sub -contractor may offer any material or process, however, which shall ' be equal in every respect to that so indicated or specified; provided, however,that if the material, process or article offered by the contractor is not, in the opinion of Cherokee Homes,' equal in every respect to that specified, then the sub -contractor must furnish the material, process or ' article specified, or one that in the opinion of Cherokee Homes is the equal thereof in every respect. Burden of proof of the equality shall be the sole responsibility of the sub -contractor. SGC - 03 CODES 1.0 All work and materials shall be in full accordance with latest rules and regulations of the State Fire -Marshall; the safety orders, including the Electrical, of the Division of Industrial Safety; and other applicable State and County. Laws or regulations. Nothing. in these plans or ' specifications is to be construed as permitting work not conforming to such enactments. All work shall be done in compliance with the Uniform Building Code, Uniform Fire Code, Uniform Plumbing Code, Uniform Mechanical Code, and the Electrical Ordinances of the local City or Country Ordinances which are in effect on the date the construction contract is awarded. ' The Ed Murphy Residence 1 Supplementary General Conditions SGC — 04 PERMITS 1.0 A City of La Quinta Building Permit shall be taken out by Cherokee Homes at no additional cost to the Owner. SGC — OS OCCUPANCY OF WORK BY OWNER 1.0 No payment hereunder nor occupancy of said improvements or any part thereof shall be construed as an acceptance of any work done up to the time of such payment or occupancy, except such items that are plainly evident to anyone not experienced in construction work, but the entire work is to be subject to the inspection and approval of Owner at the time when it shall. be claimed by Contractor that the work has been completed.' At the completion of.the work should there be any minor items .in question, or to be adjusted, i.e., items not of a substantial nature, Owner may withhold from the payment then due a sum equal to twice the fairly estimated amount of money required to cover said items or involved by such adjustments, and shall pay thedifference to the Contractor. It is understood and agreed that the acceptance of any works by the Owner shall not be construed to be an acceptance by aforesaid Lien Holder who is not a party hereto. SGC — 06 SPECIAL GUARANTEES 1.0 When the specifications require a sub -contractor to provide a written" guarantee,, it, is the intention of this Contract that such guarantee shall run the favor of the Owner, shall be made out to the Owner, and be delivered to the Owner before final payment. SGC — 07 DISPUTES 1.0 To avoid possibility of errors or disputes in the interpretation of the drawings or specifications, sub -contractors may submit additional shop drawings or other data for the Owner or Cherokee Homes' •approval before doing such work; otherwise, sub -contractor proceeds at his own risk should the work not conform to the contract. The Ed Murphy Residence General Requirements 1 01100 SUMMARY OF THE WORK 1.0 Cherokee Homes and sub -contractors shall familiarize themselves with the site conditions and the plans and specifications. Any limitations, discrepancies or problems shall be immediately reported to Cherokee Homes. Any extra work" resulting from failure to do so will make the sub -contractor financially liable for any changes which may result. 1.1 DO NOT SCALE THE PLANS. Any questions. regarding dimensions shall be immediately reported to Cherokee Homes. Failure`to do Iso will -make the sub -contractor financially liable for any changes that may result. 1.2 The entire work shown on the drawings and specified herein is part of this Contract with'following exception: a. All items marked "N.I.C." are not in the Contract. 1.3 Cherokee Homes, for their part, will give full cooperation and will act promptly on all matters pertaining to the project in order to make it proceed as smoothly as possible. 1.4 Cherokee Homes and the sub -contractors shall coordinate their work with the supplier/installers involved in the project. 1.5 Rental charges, safety, protection and maintenance of rental equipment shall be the responsibility of the respective sub -contractor. 1.6 Cherokee Homes and all sub -contractors shall carry all Workman's Compensation Insurance as required by the State, and shall present a copy of the policy to Cherokee Homes 01200 SAMPLES & SHOP DRAWINGS 1.0 Any discrepancies in the dimensions on the plans and details shall be immediately reported to Cherokee Homes'. 1.1 Provide to Cherokee Homes any samples required for submittal under these Specifications and any that may otherwise be necessary for clarity or for approval of substitutions. Cherokee Homes will take prompt action on all submittals. 01300 TEMPORARY FACILITIES 1.0 Temporary facilities for protection of tools and equipment shall conform to local regulations and shall be the contractor's responsibility. ■ 01400 CLEANING IIP. 1.0. Cherokee Homes shall present the building to the owner for acceptance clean and ready for occupancy. All glass shall be cleaned, floors swept broom clean, carpets vacuumed, fixtures washed with all labels removed, and exterior hand raked free of trash and debris. The Ed Murphy Residence 3 r ' General Requirements 1 .1. 1 Cherokee Homes shall maintain the job site clear of trash and. debris: All waste materials shall be removed from the site by the respective sub- contractors. Cherokee Homes shall maintain a dumpster on the job site to remove debris on a weekly basis. 01500 PROJECT CLOSEOUT ' 1.0 At the completion of the Residence, Cherokee Homes shall turn over to the Homeowner all guarantees and maintenance manuals that are required under these specifications or provided as normal procedure. • w ' The Ed Murphy Residence 4 ' Site Work 2 02200 EARTHWORK. 02221 DUST CONTROL AND WATERING: 1.0 Necessary precautions to prevent dust nuisance shall be taken during all phases of construction, on non -working days, and to final acceptance of the ' work. 02222 PAVING SUBGRADE: ' 1.0 The subgrade shall conform to the lines and grades shown on the Grading Plans. The compaction requirements for the driveway shall attain a minimum ' relative compaction of 91 percent for a minimum depth of 12 inches. ' The Ed Murphy Residence 5 02210 SITE GRADING: 1.0 Compact top 12" of soil under building, to 91% maximum density. Add top soil to grade in 6" increments, compacting each layer to 91% maximum ' density. Do all cutting, filling, compacting of fills and grading required to bring the entire project area. to grade as indicated on plans including the Grading. Plan. Remove any existing debris and/or vegetation from the site. 02220 EXCAVATION AND BACKFILLING: ' 1.0 Excavate to elevation and dimensions indicated on Grading Plan, Soils Reports and Landscape Plan. If suitable bearing is not encountered at the the depth indicated on drawings fo'r foundations, the sub -contractor shall -immediately notify the Cherokee Homes; he shall not proceed further until ' instructions are given and the necessary measurements made for the purpose of establishing additional volume of excavation. ' 1.1 The contract price will only be adjusted by written authorization. 1.2 The Sub -Contractor shall be financially responsible for failure to obtain written authorization to proceed if additional excavations are required. 1.3 Fill with concrete any excess cut under footings. Fill excess cut under slabs with thoroughly compacted soil. Backfill against foundation walls so as to minimize settlement and avoid damage to the walls and other work ' in place. 1.4 The finish grade shall be brought to elevations specified on the Grading 9 Plan and sloped to drain water away from the structure walls. Fill to, require elevations any areas where settlement occurs with compaction as per the Soils Report. 02221 DUST CONTROL AND WATERING: 1.0 Necessary precautions to prevent dust nuisance shall be taken during all phases of construction, on non -working days, and to final acceptance of the ' work. 02222 PAVING SUBGRADE: ' 1.0 The subgrade shall conform to the lines and grades shown on the Grading Plans. The compaction requirements for the driveway shall attain a minimum ' relative compaction of 91 percent for a minimum depth of 12 inches. ' The Ed Murphy Residence 5 Site Work 2 02223 IMPORTED FILL: 1.0 If required, imported fill shall consist of material required for the construction obtained from sources the sub-contractor.elects. The sub- contractor's sources shall be approved by Cherokee Homes. Imported fill shall be free of roots, vegetable matter and other unsatisfactory material, and be of such character. that it will readily bind when compacted to form a firm and stable subgrade. 02SOO SITE DRAINAGE 02510 SITE DRAINAGE SYSTEM: 1.0 Install site drainage system as shown on Grading Plans and in accordance with any applicable local requirements. 02600 ROADS .AND WALKS 02630 WALKS: .1.0 See Site Plan and/or Landscape Plan for concrete textures. The Ed Murphy Residence 6 1 Concrete 3 03000 CONCRETE GENERAL CONDITIONS 1.0 Sub -contractor shall provide all necessary labor, materials and equipment to complete all concrete shown'or noted.on the Construction Documents. 1.1 All work shall conform with the Uniform Building Code and all adopted city or county codes and ordinances. 1.2 Furnish and install all concrete as indicated in the plans and following notes and in accord with the building code requirements for reinforced concrete. 1.3 The concrete contractor shall be responsible for any damage to the work of other trades that is caused by the execution of his work. 1.4 Posts, jambs, wall finishes, glass, etc... shall be adequately covered to provide protection from concrete splatter, stain and damage. 1.5 Immediately following each phase of concrete work, the concrete contractor shall clean up and remove from the . job site all debris, forms, broken concrete, etc... resulting from his work. 1.6 Expansion joints shall be placed alongside.a screed and properly level before pouring. Edge concrete at all expansion joints. 1.7 Concrete slabs shall be poured on compacted materials, described in the Soils Report or Grading Plan. Slab -surfaces shall be smooth and level, or have smooth even slope to'floor drains, or daylight as indicated on plans. 1.8 Concrete finish shall be machine finished for interior floor slabs, and salt or broom finish for the exterior flat work as noted on plans or details. 1.9 All water used in the mix is to be potable. 1.10 Visqueen to be used as a moisture barrier under all concrete.slabs. 1..11 All footings shall be formed to meet sizes. indicated on drawing, details, and/or schedules. xne Ea Murphy Residence 7 \� Concrete 3 . 03100 CONCRETE FORMWORK 03110 WOOD FORMS: 1.0 Construct forms to slopes, lines and dimensions shown, plumb, straight and sufficiently tight to .prevent leakage; securely brace and shore forms to prevent displacement and to safely support construction loads. Keep wood forms wet as necessary to prevent shrinkage. See Section 02220 for omission of forms. Properly locate and secure in position before concrete is poured all inserts, conduit, pipe sleeves, drains, hangers, metal ties, \ grounds, or other devices that may be required. 03200 CONCRETE REINFORCEMENT I t7 03210 STEEL BAR AND WELDED WIRE FABRIC REINFORCING: 1.0 Conforms to ASTM A-615. Reinforcement shall be clean and free from loose rust, scale and other coating that will reduce bond. Welded wire fabric shall be made of steel wire, spot welded at intersections and .in accordance with ASTM A-185. All steel fabric, if required, is 6 by 6 inch, number 10 gauge. 1.1 Reinforcing steel shall have the following protective covering of concrete: Below grade, unformed 3" Below grade, formed 2^ 03312 COLD JOINTS: 1.0 Cold joints shall be made"only where approved by the Architect /Designer or Cherokee Homes and shall be made either by using a metal device as "Keyed Cold Joint", Type B, or by pouring and sawcutting the joint line to a_ depth of 10% of the slab thickness within seventy-two hours of the time it is poured. The Ed Murphy Residence 1 In Masonry 4 04000 MASONRY GENERAL CONDITIONS 1.0 Contractor shall provide necessary•labor, materials, and equipment to lay up masonry as -shown or specified in these documents. All work shall be laid plumb, true and square, with filled joints. 1.1 Furnish all the necessary labor, materials, tools etc..., to complete the masonry work as called for in these plans and specifications.. 1.2 All anchors and attachments will be furnished by the masonry sub- contractor. 1.3 Provide proper bracing, forming and shoring for the construction for all masonry work. 1.4 Provide and properly install all reinforcing bars in masonry. -1.5 Verify placement of footings and steel as required for all masonry work. 1.6 All grout is to be of integral color as the masonry in which it is placed (exposed). 1.7 When a foundation dowel does not align with a vertical core it shall not be sloped more than one horizontal to six vertical. 1.8 Reinforcing steel shall be lapped a minimum of thirty bar diameters where spliced. Separate bars by one bar diameter or wire together. 1.9 Vertical reinforcing shall have a minimum 1/4" clearance from the masonry. 1.10 Intersecting masonry walls and partitions shall be bonded by the use of steel ties at 24" on center. 1.11 All grouting shall be puddled or vibrated in place. 1.12 Concrete, scum and grout stains shall be immediately removed from all walla. -.. .. , 1.13 At the conclusion of the masonry work the masonry contractor -shall clean all masonry. Remove all debris, refuse, surplus materials, sacks, etc...; from the job site. 1.14 Sample masonry section of a minimum 16 sq. ft. shall be laid up for approval of the owners or their representative. Sample section may be a portion of the contracted work. Tne Ed Murphy Residence - 9 Masonry 4 04100 MORTAR 04110 CEMENT AND LIME MORTARS• 1.0 ASTM C270, Type S. Add sufficient water to mortar to obtain proper consistency for grouting,, and modify aggregate, optionally. Mix aggregates and cement dry, add lime putty, then add water to bring mix to proper consistency.for use. Do not use mortar or grout which has stood more than one hour, or which has been retempered. Add color as directed by Cherokee Homes. - 04200 UNIT MASONRY 04220 CONCRETE UNIT MASONRY: 1.0 Hollow load bearing masonry units shall conform to ASTM C-90, Grade A, and shall be the shapes and sizes shown on plans. 1.1 Color to be standard grey. 1.2 Reinforcing steel shall be.deformed bars conforming to ASTM A-615. 04222 CONCRETE BLOCK MASONRY: 1.0 Concrete Block Units Units shall conform to ASTM C-90, Grade A and shall be 8 x 8 x 16 nominal size. Color as specified in.plans and details. If slumpstone block is called for on the plans the units shall be 6 x 6 x 16 nominal size. Color as specified in the plans and details. 1.1 Reinforcing Steel Reinforcing steel shall be deformed bars conforming to ASTM A-15 and A-305. Locate 2 - #4 rebars in the horizontal bond beams at 32 inches center to center. Locate vertical reinforcing, 1 - #4 rebar at 32 inches center to center. me za Murphy Residence 10 Metals 5 05120 STRUCTURAL STEEL: 1.0 See Structural Engineer's calculations and design for steel specification. 05600 MISCELLANEOUS IRON \ 05620 GALVANIZING: 1.0 Hot dip galvanize miscellaneous iron and steel as designated on plans. 0 3 i The Ed Murphy Residence' it Carpentry 6 06100 ROUGH CARPENTRY GENERAL CONDITIONS 1.0 Sub -contractor will provide all labor and materials to frame up, sheath, and trim out building as shown or specified in these documents. All work shall comply with state and local codes and ordinances. Sub -contractor shall coordinate work with all other trades. I.I. All work shall be inspected in accordance with the Uniform Building Code, and all applicable city -or county adopted codes and ordinances. 1.2 All roofs and ceilings shall be blocked with 2 x solid blocking. Maximum spacing between blocking shall be 8 foot 0 inches, offset in rows. 1.3 Use sisal -kraft paper for a minimum of 6 inches at peripheries of all exterior openings where applicable.' 1.4 2 x solid firestops shall be provided between all studs so the resulting concealed space is not more the 8 foot 0 inches in height, where applicable. They shall be of the same width of the stud and be, placed flush with the inside face of the stud. Firestops to be provided.in all concealed spaces, soffits, and furred areas per code. 1.5 An average length of wall shall not be out of plumb by more the 1/8" in an eight foot wall. 1.6 Provide blocking for all surface mounted or recessed accessories such as towel bars, shelves, poles, cabinets, and all miscellaneous items as per plans. 1.7 No load carrying members shall be drilled unless so detailed or approved. 1.8 Unless otherwise noted, lap all top plates a minimum of 48 inches. 1.9 All framing connections shall be Simpson Strong Tie or equivalent except where noted on drawing. 1..10 Plywood sheathing to be 5/8" C.D.X. .or equivalent. Plywood nailing per U.B.C. or nailing schedule in these specifications. See Structural Engineer's calculations for all special conditions. 1.11 All framing lumber to be grade marked Douglas Fir; KILN DRIED. See Structural Calculations for allowable stresses and specific lumber grades." All sole plates to be pressure treated. 1.12 Framing Lumber Coast Region Douglas Fir, surfaced on four sides. Lumber shall conform to the following grades: (a) Studs: Stud grade - 925f (b) Joists & Beams: Dense No. 1 (c) Appearance Grade: Selected pieces of Dense No. 1 or better. All framing lumber shall be kiln dried. The Ed Murphy Residence - 1 12 The Ed Murphy Residence 13 Carpentry 6 P Y 1.13 Sill Plate Foundation grade redwood orressure treated Douglas P g Fir. 1.14 All post to beam connections to be minimum "T" or "L" strap unless otherwise shown on plans. All framing connections to be "Simpson Strong Tie" or better. 1.15 Typical Nailing CONNECTION MIN. NAILING Joist to Sill (Toe Nail)..................3-8d \� Bridging to Joist (Toe Nail)..............2-8d each end Sole Plate to Joist or Blocking ........... 16d @ 16" o.c. face nail Top Plate to Stud....... ................2-16d end nail Stud to Sole Plate ........................4-8d toe nail Double Studs............ .. ............16d Double Top Plate.......... @ 24" o.c. face nail .............16d Top Plates: Lap & Intersections ........... @ 16" o.c. face nail 2-16d face nail Ceiling Joists to Plate....................3-8d toe nail Continuous Header to Stud.................4-8d toe nail- Ceiling Joists Lap over Partition ......... 3-16d face nail Ceiling Joists to Parallel Rafter ......... 3-16d face nail Rafter to Plate .........3-8d_toe nail 1 x Brace to eachStud and•Plate..........2-8d face nail Built-up Corner Studs.............. .....16d @ 24" O.C. * Unless otherwise noted on plans and/or details, calculations. or in structural 1.16 Nailing Nail all framing members together in a skilled manner and in accordance with all applicable building codes and local ordinances. 1.17 Miscellaneous Framing Miscellaneous framing to accommodate other trades though not specifically shown on plans is part of the contract., 1 The Ed Murphy Residence 13 Carpentry 6 06200 FINISH CARPENTRY 06212 INTERIOR TRIM: 1.0 Paint grade unless shown otherwise on plans. Install as shown and as required to accommodate other trades. Scarf all splices, cope or miter all corners unless detailed or directed otherwise. 06220 MILLWORK: 1.0 Manufacture in strict accordance with "Custom Grade" Standards of the Manual of Millwork of the Woodwork Institute of California. Door and drawer faces shall be of overlay construction. Cabinets to be as specified in either the cabinet elevations or the finish schedules. 06230 CABINETWORK: 1.0 Provide all labor, materials, equipment, and transportation necessary for the fabrication and proper installation of all cabinetwork, wardrobes and shelving as described in the plans and specifications. 1.1 The cabinet sub -contractor shall co-ordinate all work with the electrical, plumbing, H.V.A.C., and other sub -contractors regarding installation of the cabinets and related work by these respective trades. 1.2 Shop drawings will be submitted for approval to either the Contractor or the owner. Failure to obtain this approval will make the cabinet sub- contractor financially responsible for any changes which may occur. 1.3 All work to be done by the cabinet contractor shall be assembled at his shop and upon delivery to the job site, shall be protected and stored under cover in a well ventilated, dry and secure space. Protection of the cabinets after installation will be the responsibility of the cabinet sub- contractor. Any damage which may occur to the cabinets after installation will be the responsibility of the cabinet sub -contractor and the General Contractor. 1.4 All areas to receive cabinet work shall be inspected and field measured for actual sizes and acceptability. 1.5 Samples of stains and/or finishes shall be submitted to the Owner for• approval.prior to the fabrication of the cabinet work. 1.6 The cabinet sub -contractor shall make all cuts, holes, openings, etc..., in countertops, splashes, shelves, and drawers as required to properly install sinks, lavatories, appliances, electrical outlets, etc. He shall also adjust and align all cabinet doors and drawers following installation of all items attached or related to the cabinets. The Ea Murphy Residence 14. Carpentry 6 1.7 Provide and install all plastic laminate work described in the plans and specifications. 1.8 •At the end of each phase of cabinet work, the cabinet sub -contractor shall clean the premises of all trash, wrappings, and unused materials caused by the completion of work. 1.9 All closet shelving to be laminate finished with chrome poles. The closets are to be split with vertical laminate dividers. The color shall be white. 1.10 The cabinet contractor shall provide -all "rough tops" for finished surfaces. All tops to be a minimum of 3/4" thick plywood. .Cabinet contractor shall consult with either the tile or granite contractor to determine exact sizes and details. All cut-outs in the "rough tops" shall be the responsibility of the cabinet contractor. 1.11 Provide finish veneer panels for the appliances where indicated per Appliance Schedule. Veneer panels to match adjacent cabinetry. 1.12 Refer to Room Finish Schedule for finishes on flooring. It shall be the responsibility of the cabinet sub -contractor to accommodate all appliances to fit above the finish flooring and under the "rough tops." 1.13 See Cabinet Finish schedule for cabinet elevations and specifications. 06410 CABINET HARDWARE: 1.0 Drawer slides shall be side mounted self-closing. type with 4 nylon ball bearings wheels per drawer. 1.1 Door hinges shall be chrome finish, self-closing,.and concealed. 1.2 Catches shall be magnetic type. 1.3 Pulls: Cabinet sub -contractor shall include the purchase and installation of pulls in his bid. The actual pulls,to be chosen by the Owner. 1.4 Shelve Standards: Metal dadoed-in type with adjustable clips. The Ed Murphy Residence- 15 Thermal/Moisture Protection 7 07200 INSULATION 1:0 All swinging doors and windows, opening to the exterior or to unconditioned areas such as a storage room, shall be fully weatherstripped, gasketed, or otherwise treated to limit infiltration. All manufactured windows and sliding glass doors, shall meet the air infiltration standards of the 1972 American National_. Standards Institute ASTM 283-73 with a pressure differential of: 1.57 lbs. per. square foot and shall be certified and labeled. 1.1 Upon completion of the installation of.the insulation, a card certifying that the insulation has been installed in conformance with the requirements of these regulations shall be completed and executed by the insulation applicator and by the Contractor.• This insulation compliance card shall be posted at a conspicuous location within the building. 07210 BUILDING INSULATION: 1.0 Install thermal insulation over all ceiling and. exterior walls. Material shall be full -batt insulation of mineral or fiberglass. See architectural drawings and Title 24 Calculations for insulation specifications. 07220 CEILING INSULATION: 1.0 Install thermal insulation over all ceiling and exterior walls. Material ,shall be blown mineral or batt fiberglass. See architectural drawings and Title 24 Calculations for insulation specifications. 07230 WALL INSULATION: 1.0 Install full thick fiberglass insulation for exterior wall -assemblies. Install at•interior locations for, sound attenuation where indicated on Plans. See architectural drawings and Title 24 Calculations for insulation specifications. 11, me za Murphy Residence 1 16 Thermal/Moisture Protection 7 07300 ROOFING 07510 BUILT -IIP ROOFING: 1.0 See Roof Framing Plan for areas to receive built-up roofing.. 1.1 Use GAF spec 103 M -N, GAF glass 4 ply D-2178 type IV mineral surfaced cap - sheet D-3909 for all built-up roof areas specified on the Plans. 07320 CONCRETE ROOF TILES:, 1.0. The roof tile shall be a concrete roof tile equal to Suncrete Roof Tile. The Homeowner is to select color of the tile. 1.1 Sub -contractor will provide and install all labor and materials necessary to install a complete roofing system. Sub -contractor shall co- ordinate work with all other trades. 1 1.2 All work shall conform with Uniform Building Code and all adopted city'or county codes and ordinances. 1.3 All roofing shall be installed according to manufacturer's specifications And recommendations. 1.4 Roof sheathing shall be firm, dry, smooth, and swept clean prior.to the application of any roofing. All cracks, holes, joints, etc..., with any dimensions over 1/4" shall be covered with a strip of 26 gauge G. I. flashing nailed to the sheathing and lapping the edges of the imperfection by a minimum dimension of 2 inches. 1.5 The roofing contractor shall thoroughly- examine the surfaces to be roofed and report any defects to'the General Contractor before commencing any work. The application of the roofing materials shall constitute acceptance of the sheathing surface. 1.6 Roofing shall not be done in rainy or damp weather, nor shall the roofing contractor cover any wet or damp sheathing. 1.7 The roofing contractor shall adequately cover and protect all exposed wood, ' trim, masonry, plaster, metal, etc..., from the drippings of asphalt and the removal of any drippings or resulting damage shall be the responsibility of the roofing contractor. 1.8 At completion of the roof installation and before any lathing or drywall is applied, cap all vents, drains, etc.., and completely flood the roof with water. Any leaks shall be repaired immediately by the roofing contractor. 1.9 The roofing contractor shall furnish the owner a written guarantee for all the roofing work done. This guarantee shall be for a minimum of five years from the issuance of the Certificate of .Occupancy for the project. The sub -contractor shall provide the owner with a statement that any resulting repair service required under this guarantee will be provided within twelve r. hours of notification of the problem. t 1 The Ed Murphy Residence 17 Thermal/Moisture Protection 7 1.10 Waterproof exterior walls as detailed. 1.11 Hot mop the shower pan a minimum of 6" up the walls where applicable. 1.12 Asphalt shall be high melt 190 degrees to 200 degrees farhenheight conforming to ASTM D-312 64- 1.13 Roofing felts shall be asphalt saturated per the plans and details conforming to ASTM D-226 27. 1.14 The roofing contractor shall clean the job site of all'the debris caused by the installation of roofing materials immediately upon the completion of his work. 1.15 The sub -contractor shall co-ordinate the installation of the roof drains with the plumbing contractor as to ensure a complete, properlyinstalled. roof drainage system. : : 07600 FLASHING AND SHEET METAL 07620 FLASHING AND TRIM: 1.1 Except where shown otherwise, all sheet metal shall be 26 gauge galvanized iron. Finish all shapes and pieces with joints neat and true. Thoroughly wash acid fluxed work with; soap, soda, and water solution after soldering. All sheet metal work shall be installed with adequate provision for normal expansion and contraction, and shall be weather tight throughout. Inspect the plans closely for details. See the'Mechanical Plan. Provide roof safes and miscellaneous caps and fittings as required .about the work. The Ed Murphy Residence. 18 Doors and Windows 8 08100 METAL DOORS AND FRAMES 08110 HALLOW METAL DOORS AND FRAMES: 1.0 Flush Hallow Doors: Shall be of sizes on drawings and prepared to receive hardware as specified. Faces shall be 16 gauge cold rolled; level sheet steel. "Fenestra" full flush doors or equal. 1.1 Standard Door Frames: Use 18 gauge steel drywall frames. "Fenestra Fen -Dry" or equal at frame wall locations. Use 16 gauge standard steel frames at the other locations. 1.2 Drywall Frames: Use 18 gauge steel drywall frames, "Fenestra Fen -Dry", or equal. Equip with silencers. 08200 WOOD'DOORS " 08211 FLUSH WOOD DOORS: 1.0 See door schedule for sizes, types, core types, etc... 08212 'PANEL WOOD DOORS: 1.0 See door schedule for sizes; types, core types, etc.... 1.1 Interior wood panel doors are to be paint grade, 2 panel "Classic Door." 08300 SPECIAL DOORS 08321 MAIN ENTRY DOOR: 1.01 See door schedule for size. 1.1 Two 3 x 10 foot, solid oak "Arizona Series" entry doors fabricated by Craftsmen in Wood. 08360 SECTIONAL OVERHEAD GARAGE DOORS: 1.0 All garage doors shall be raised panel wood sectional doors stained or treated to be compatible with the residence. Owner to approve•the stain before application on the .door. The Ed Murphy Residence 19 1 I It Doors and Windows 8 08500 METAL WINDOWS 08520 ALUMINUM/VINYL WINDOWS: 1.0 Install fixed section, slider and casements as shown on theplans. Frames to be of a color chosen by the Homeowner. Frames to be complete with screens on operable portions. The quality should be at least equal with Milgard Vinyl Windows, guaranteed for life. 08700 FINISH HARDWARE 08710 INSTALLATION: 1.0 Installation shall be in strict accordance to factory instructions and all hardware shall be in proper working order and adjustment upon completion of installation. 08720 DOOR HARDWARE: 1.0 Template Hardware & Fasteners: All hardware shall be furnished and installed with all necessary screws, bolts, wrought boxes, and other fasteners of the proper size and type to anchor the hardware in position for heavy use and long life. 1.1 Manufacturers: For the purpose of bidding all interior hardware shall be Baldwin "Images" with a polished brass finish throughout except where the plumbing fixtures are not polished brass. In these instances the door hardware shall match the plumbing fixtures on one side only. 1.2 Substitutions: Hardware items other than those specified may be approved by submitting samples to the General Contractor for the Owner. Substitutions will, however, not be allowed unless they are determined to be equal to those specified. 1.3 Kevina• All locks shall be keyed as directed by the. Contractor and/or the owner. Furnish 2 keys per lock. All keying shall be done and recorded by the lock manufacturer. Master Key System with 6 pin cylinders. 08750 THRESHOLDS AND WEATHERSTRIPPING: 1.0 Use extruded bronze thresholds and interlocking bronze type weatherstripping. 'The Ed Murphy Residence 20 Doors - and Windows 8 08800 GLAZING 08813 TEMPERED GLASS: - 1.0 Provide. and install tempered glass in sliding doors and shower doors as indicated on the plans. All glass lites that are lower than 18" to the floor shall also be tempered glass.. 088 30 � MIRROR LASS:. ' h 1.0 Provide mirrors as indicated on the Floor Plans and/or Interior Elevations. The Ed 21 Murphy Residence i n Finishes 9 09100 LATH AND PLASTER 09180 CEMENT PLASTER: 1.0 Use Portland Cement Plaster (stucco) on exterior ceilings as shown .on plans. Use 3 -coat application over metal lath. Machine desk finish to be applied throughout as shown on the Elevation Plan. The finish is to be approved by Cherokee Homes and the Owner. Install control joints as shown on the plans or by approval from Cherokee. 09250 GYPSUM DRYWALL 09260 GYPSUM DRYWALL SYSTEM: 1.0 -Use 5/8" gypsum drywall exclusively. "Sheetrock Regular or SW" or their equal. Install with butt joints in accordance with manufacturer's. instructions. Solid backing must occur at all joints. Tape and cement all •joints, inside corners, and all nail heads as necessary to provide a finished surface that is ready to receive texture. All drywall to 'be screwed with minimum 1 1/4" screws at 7" on center along edges and intermediate studs and blocking. Screw at 5" on center on ceilings. Use radius bullnose at all outside corners including doors and windows. 09270 GYPSUM DRYWALL FINISHES: 1.0 Textured gypsum board walls shall have a finish as specified, by the Homeowner. 1.1 This project shall have a, "skim coat" finish as indicated. Textured ceilings, where they occur shall have the same finish as the walls. 09300 TILE 09310 CERAMIC FLOOR TILE: 1.0 Provide and install ceramic and mosaic tiles, complete with all trim, base, cove and corner shapes as required to produce a finished installation. 1.1 Install by the F143-81 method of the Tile Council of America, Inc. using epoxy mortar and grout. Grout color to be selected by the owner. 1.2 A tile allowance of $3.50/sq.ft. for materials shall be,included in the bid. The cost of colored.grout and thin set.materials is to be included in the sub -contractor's labor -+cost. The Ed Murphy Residence 22 Finishes 9 09311 CERAMIC WALL TILE: 1.0 .Tiles shall be as indicated in the Room Finish Schedule. Color to be selected from samples standard to the particular manufacturer in smooth, matte, or mottled glaze. Provide all special pieces needed to make corners, edges, and other joints, but utilize bullnose tile in place of small special pieces as much as possible. Installation shall be neat, well -formed, and professional'. Install tile in accordance with the latest edition of the Tile Council of America standards. 1.0 A tile allowance of $5:50/'sq.ft. for tile and all trim pieces shall be included in the bid. The cost of colored grout, thin set, wonder board, etc.. shall be`.included in the sub -contractor's labor cost. 09680 CARPETING 1:0 Carpeting shall be as indicated in the Room.Finish Schedule. 1.1 An allowance of 25 dollars/sq.yard installed with carpet and pad shall be, included in the bid. 09900 PAINTING 09901 WORKMANSHIP: 1.0 All work shall be done in accordance with ,the best current trade practices. Sand all raised grain smooth. Brush joints shall be free from laps and holidays. Paint work shall be left clean and free from blemish. There. shall be no finishes on surfaces not specified or directed by Cherokee Homes to be painted. Remove all cover plates prior to painting. c 09902 MATERIALS: 1.0 All materials to be the best specification grade from any of the -following manufacturers below, or from approved equals: Benjamin -Moore Fuller Pittsburgh Sinclair Frazee Dunn -Edwards Watco Olympic Sherwin-Williams 09910 EXTERIOR FINISHES: 1.0 All surfaces shall be finished to cover regardless of the number of coats required. The painting sub -contractor shall fill all exposed cracks prior to the paint application. Paint metal fascia cap color as directed by the Owner. Prime,and paint door frames, steel doors,_and all exposed metal. Paint any new roof safes, air conditioning ducts, flashing and miscellaneous items exposed to view: All galvanized iron'surfaces shall be properly etched/or primed so that the paint will adhere properly. The Ed Murphy.Residence 23 Finishes 9 09920 INTERIOR FINISHES: 1.0 See Finish Schedule, Door Schedule,. and/or Reflected Ceiling Plan. All surfaces shall be finished to cover regardless of the number of coats required. Two coats minimum. Paint or finish all air register grilles, ,the interior of the duct at grilles shall' be painted black matte. Paint all shelving, brackets, and other miscellaneous items as directed by Cherokee Homes. 09950 WALLCOVERINGS 1.0 All areas indicated in the Room Finish Schedule to receive wall-. coverings shall be prepared with proper undercoatings by the Contractor. All walls and ceilings shall be delivered ready for wall treatments. The actual wall coverings are not apart of Cherokee Home's bid. The Ed Murphy Residence 24 W Specialties 10 •10800 TOILET& BATH ACCESSORIES 1.0 The following accessories have been chosen by the Owner and will be included in the bid. Powder Room: The accessories are Kohler "Revival" series: Tissue holder brass .........•....K1614 Towel Bar 18" .K16148 brass Bathrooms 2&3• iTissue holder ..............chrome Towel bar 3011 ..............chrome Towel ring.................chrome ' Master -Bathroom: The accessories are Kohler "Revival" series: 2 Tissue holders ...... ..... K16102-4 brass 2 Towel bars 30"...........K16147 brass 2 Towel rings..............K16140 brass ' 2 Robe hooks..... ........K16146 brass The Ed Murphy Residence 25 .J Equipment 11 ti 11900 RESIDENTIAL EQUIPMENT 1.0 . The following appliances have been chosen by the Owner and will be included in the bid: Kitchen• Appliance Model Color Refrigerator ..................Sub -Zero 550 30" ........ cabinet panel Oven ........................ .Thermador CT 130 30"..... .....white Microwave Oven................Sharp R-1421 ..................... white Dishwasher.....' .... ....Bosch SM17052..................... white Range.........................Thermador 66536,CV2236R.... Compactor ....... .............. Trashmaster 12" model....... ...... Disposal......... ..........In-Sink-Erator (5yr. warranty).._... Wet Bar• Appliance Model Color Refrigerator....... ........Scottsman RF 33 ......... cabinet ,panel Ice Maker..... .............Scottsman DC 33 ......... cabinet panel Laundry Room• Appliance Model Color Washing Machine:........ .Maytag LAT8704 AAE.77............ white Clothes Dryer ................. Maytag.(middle)................. white me za Murphy Residence 26 1 Mechanical 15 15010 GENERAL PROVISIONS 15020 WORK INCLUDED: 1.0 Provide material, equipment, and labor necessary to complete the work indicated on the drawings and described herein which will result in a complete functioning system, including but not limited to sufficient valving and unions for ease of repair and maintenance. 15023 CODES.— FEES AND LATERAL COSTS: 1.0 Obtain necessary local agency approvals; any utility fees not known at the bidding will be paid by the Owner outside of this contract. 15041 CHLORINATION OF DOMESTIC WATER: 1.0 Upon completion of system and leak testing, flush all lines and disinfect per Uniform Plumbing Code 1602(e). 15042 TESTS: 1.0 All component parts, sub assemblies and complete systems shall be tested in accordance with applicable portions of the Uniform. Plumbing and Mechanical Codes. 15043 BALANCING OF AIR SYSTEMS: 1.0 Contractor shall balance all systems for desi ' y design quantities shown on the Plans. After balancing is complete, contractor shall submit for approval and acceptance a balance report. 15044 GENERAL COMPLETION: 1.0 Upon completion of work, all mechanical systems shall be operated for at least one day, and plumbing systems operated sufficiently to assure smooth satisfactory operation. After test,contractor shall arrange for acceptance test and final inspection. 15047 IDENTIFICATION: 1.0 The contractor shall provide with each piece of mechanical equipment such information, drawings, diagrams, and instructions to allow for proper operation and maintenance. These items to be placed in a plastic envelope and attached to the equipment or immediately adjacent. fl The Ed Murphy Residence 1 27 Mechanical 15 15049 MATERIALS MANUFACTURE: 1.0 Unless specifically prohibited or totally unavailable, all material 'and equipment shall be of domestic manufacture. 15050 BASIC MATERIALS AND METHODS 1505.1" GENERAL: 1.0 All material shall be new and of best quality. Installation and workmanship shall be in accordance with best trade practices. 1 15060 PIPE AND FITTINGS: 1.0 Soil and Waste piping shall be Schedule 40 ABS. 1.1 Sanitary vents shall be 'same as soil and waste piping. 1..2 Water piping shall be Type L, hard temper copper pipe with wrought copper Polder fittings. 95-5 solder j.oints. 1.3 Condensate Drain - Type•M, hard copper solder joint. 1.4 Hangers and Supports - Do not support piping with any makeshift device such as plumber's tape. 1.5 Fit all pipes passing through floors, walls or ceilings with chrome plated escutcheon rings. 15100 VALVES AND PIPING ACCESSORIES: 1.0 Hose Bibbs: Nibco #71 - 3/4" size (lock shield) inside.. 1.1 Grade Cleanouts: In walks and surface areas - Jay R. Smith 4061 elesewhere No. 4400. 1.2 Vent Flashing: Semco #1100-2 or #1100-4 (Semco #1100R for vents 3" and over). 1.3 Floor Cleanouts: Jay R. Smith — 4021 or 4026. 1.4 Valve Box: Christy or equal. "' 15161 VIBRATIO : N ISOLATION. 1.0 Contractor to provide such devices as necessary to minimize machinery vibration from the building frame. The Ed Murphy Residence 28 i ' Mechanical 15 15180 INSULATION 1.0 Install all insulation as indicated on the building plans and in the Title 24 Energy Calculations. 15181 GENERAL: 1.0 All work shall be done in strict accordance with the manufacturer's recommended application procedures. 15185 HOT WATER PIPING: 1.0 Shall be insulated with 5 lb. fiberglass, 1" thick, standard factory jacket. 15190 DUCTWORK: 1.0 Supply and return ducts shall be insulated with Fiberglass Flexible blanket 1 inch thick, 1-1/2 lb. density secured with copper clad wire at 12" on center. 15200 WATER SUPPLY SYSTEM 15210 . WATER SUPPLY PIPING SYSTEM: 1.0 Install as shown on the Plans and in accordance with the provisions of the Uniform Plumbing Code and any other applicable local ordinances. 'Excavate and backfill to proper density, as required to accomplish this portion of the work. Make the system operable. Pay any fees required by governmental, agencies having jurisdiction. 15220- DOMESTIC HOT WATER SYSTEM: ' 1.0 Install as shown on the Plans and in accordance with the provisions of the Uniform Plumbing Code and any other applicable local ordinances. Make the hot water system operable. Excavate and backfill to proper density, as required, to accomplish this portion of the work. ' 15250 SOIL AND WASTE SYSTEM 15260 SOIL AND WASTE PIPING: 1.0 Install as shown on drawings and in accordance with the provisions of the Uniform Plumbing Code and any other applicable local ordinances. Cleanouta to be "Josam," "Smith" or equal. Excavate and backfill to proper density, as required to accomplish this section of work. Make the system operable. The Ed Murphy Residence 29 1 The Ed Murphy Residence 30 Mechanical 15 15280 SANITARY SEWER: 1.0 Hook up to sanitary sewer where indicated on the Plans. Excavate and backfill to proper density, as required, to accomplish this portion of the work. If required, owner will pay connection fees to the local agencies. 15300 PLUMBING FIXTURES AND TRIM 15310 FIXTURE .LIST: 1.0 The following fixtures have been chosen by the Owner and. should be included in the construction bid. Kitchen: Sink .. ...........Kohler K5875 white Wire insert....... Kohler K5926.white Strainer .......... Kohler K8801 chrome Faucet ....I ........ Franke FF300 handle #5,12 • Wet Bar: Sink....... ....Kohler Bar X6569 color T black -black undermounting - enamel Strainer .......... Kohler K8801 brass Faucet ............ Hansgrohe 13130 brass Laundry Room:-" Utility Sink...... Kohler K6703 white ' Strainer .......... Kohler K880 white Faucet ............ Kohler K15170 white Powder Room - Sink ..............Kohler "Portrait" K2224 innocent blush (55) Toilet ............ Kohler "Portrait" K3490 innocent blush (55) Trip.Handle....... Kohler K9405 brass ' Faucet ............ Kohler "Revival" K16101-4 brass Toilet Seats...... Kohler K4752 matching toilet Bathrooms 3 & 4• Lavatories ......... Kohler "Caxton" K2211 innocent blush (55) Toilets: ..........Kohler "San Martine" innocent blush (55) Faucets ..•.........Kohler "Flair" K6211-4 chrome w/chrome insert Shower fixtures... Kohler K6217-4 chrome Master Bathrooms: Lavatories ........ Kohler "Caxton" K2211 innocent blush (55) Toilets ........... Kohler ".San Martine" X3435 innocent blush (55) Faucets ............ Kohler "Revival" K16102-4 brass Tub Faucet........ Kohler "Revival" X16119-4 brass ' Rite Temp Shower..Kohler "Revival" K16116-4 brass . The Ed Murphy Residence 30 : 15400 PLUMBING: Mechanical 15 1.0 Sub -contractor shall provide all labor, materials, and equipment necessary to install plumbing, related fixtures, ventilation, floor and floor drains, and all areas drains indicated on thesite and grading plans. All work shall comply with state and local codes and ordinances. Sub -contractors shall coordinate work with all other trades. Terminal hook-up of all fixtures and tap into all utilities is required. Sub -contractor shall install and check all pressure reducing valves, pip -off valves, and other safety devices prior to operation of system. 1.1 All fixed appliances and water heaters shall be securely fastened in place. 1.2 All work completed shall conform to the Uniform Plumbing Code and ' all adopted city or county codes and ordinances. 1.3 All materials furnished and installed under this contract shall be free from all defects and shall be guaranteed for a period of one year from the date of acceptance of the work. Should any trouble develop during that period due to defective materials or faulty workmanship, the plumbing contractor shall furnish all materials and labor necessary to correct the problem. The sub -contractor shall furnish a statement to the owner that any resulting repair service will be provided within twelve hours of the notification of the problem. 1.4 All exposed piping and equipment shall be thoroughly cleaned upon completion, of the work. All equipment that is marked or scratched shall be refinished or replaced. The plumbing contractor shall be responsible for the protection of all piping and equipment during construction. All piping, tanks, and equipment shall be flushed out upon completion of the work. 1.5 The plumbing contractor shall make at his own expense, all tests required by the city. 1.6 The plumbing contractor, at the completion of each phase of his work, shall remove from the job site all debris, rubbish,.equipment, cartons, etc..., resulting from his work. i • ' The Ed Murphy Residence 31 1.7. All plumbing fixtures to be installed in unmarred condition and protected to completion of work. Any defects or 'imperfections in either the materials or their installation will not be accepted. 1.8 Install roof .and floor drains as indicated. 1.9 Install area drains as shown on the grading and site plan, if applicable. 1.10 Install all hot water centrifugal pumps as shown on the Electrical Plan. ' 1.11 Prior to the furnish to final acceptance of the work, the owner complete written the plumbing contractor shall operations and maintenance instructions for all of the equipment under his,contract. i i • ' The Ed Murphy Residence 31 Mechanical 15 15500 GAS PIPING.SYSTEM 15510 NATURAL GAS -PIPING: 1.0 Install as shown on the plans and in accordance with the provisions of the Uniform Plumbing Code and any applicable local ordinances. Make the system operable.. , . 15800 HEATING AND AIR CONDITIONING 15810 GENERAL REOUIREMENTS• 1,.0 Sub -contractor will provide and install all labor, materials, and equipment necessary to install a complete H.V.A.C. system. All work will comply with state and local codes and ordinances. Sub -contractor shall.. coordinate work with all other trades. Terminal hook-up is required,of all motors, fans, and controls. See the Mechanical Plan and the Title 24 California Energy Compliance Forms for additional information. 1.1 All work shall, conform with the Uniform Mechanical Code and all adopted city or county codes and ordinances. 1.2 Before beginning the heating or air conditioning work, all phases that pertain to the work in the plans and specifications; including mechanical room sizes and air distribution shall be studied: Any limitations, discrepancies or problems shall be immediately reported to Cherokee Homes. Any extra work resulting from failure to do so will be cause for making the heating and air condition sub -contractor liable for -such changes. 1.3 The sub -contractor shall make at his own.expense, all tests required by the city. 1.4 All parts of the heating and. air conditioning equipment shall be thoroughly cleaned after installation. Exposed parts,which are to be painted shall be cleaned of all plaster or foreign materials, and all grease or oil spots are to be removed with a.proper cleaning solvent. 1.5 Prior to charging the system, completely evacuate the refrigerant lines and repair any leaks that are present. Prior to starting the blower fans, thoroughly clean out all supply and return ducts, registers and plenum boxes. 1.6 Adjust and regulate all equipment to insure proper operation of the same. Balance the entire system to provide air deliveries as detailed in the plans. Registers are to be adjusted to minimize objectionable drafts or noises. 1.7 The equipment shall be installed so that the operation of all parts of the system shall be as noiseless as possible so that no objectionable sound of operation will be heard outside of the room housing the equipment. 1.8 Prior to the final acceptance of the work, the air conditioning and heating sub -contractor shall furnish to' the owner complete writtenoperations and maintenance instructions for all the H.V.A.C. equipment. ime ,za murpny Residence 32 1 11 1 1 1 1 t 1 Mechanical 15 1.9 At the completion of each phase of'his work, the air conditioning and heating contractor shall clean up his work and remove from the job site all rubbish, debris, cartons, etc..., resulting from his work. 1.10 The air conditioning and heating contractor shall furnish to the owner a written guarantee for a one year period from the date of acceptance of the work, including a statement that any resulting repair service required under this guarantee will be provided within twelve hours of notification of the problem. 1.11 Refrigerant piping shall be Type L copper with silver solder joints. Condensate piping shall be 3/4" schedule 40 PVC. 15820 EOUIPMENT: 1.0 See Schedule on Mechanical Plans or Title 24 Energy, Calculations and State Energy Compliance Forms. 15850 AIR DISTRIBUTION 15851 GENERAL: 1.0 Provide, install and make operable HVAC systems as indicated on the Plans. a:• Work Included: Furnaces, space heaters, air conditioning compressors, unit heat pump, exhaust fans and related duct work, duct work for vented -equipment supplied under other divisions. b. Work Not Included: Electrical wiring, gas and condensate piping. 15820 FANS: 1.0 Provide, install and make operable any ceiling mounted heat/light fan units as indicated on electrical fixture schedule. 15840 DUCTWORK: 1.0 Round aluminum flex duct, wrap with a minimum 1" fiberglass insulation. Tape all seams. Provide hangers as required so as no sags occur. Return air boxes 26 gauge galvanized. Plenums 24 gauge galvanized. Line boxes with 1" fiberglass. Tne Ed Murphy Residence 33 Electrical 16 ' 16010 GENERAL PROVISIONS 1.0 Sub -contractor will provide and install all labor, materials, and equipment• necessary to install all wiring, related fixtures, electrical heat elements ' and controls. All work will comply with state and local codes and ordinances. Sub -contractor shall coordinate work with all other trades. Terminal hook-up is required of all fixtures and appliances, motors, fans and controls. ' 1.1 The electrical contractor shall make at his own expense all tests required by the city. 1.2 The electrical contractor shall complete all work according to the National Electrical Code and all applicable city or county adopted codes. and ordinances. 1.3 •The electrical contractor shall do all cutting and patching necessary for the proper installation of the items in his contract. 1.4 The electrical contractor shall do all trenching and backfilling as required to execute his work. 1.5 Identify all circuit sand breakers controlling such circuits on the back of the panelboard doors.• The electrical contractor shall label all stereo ' speakers and cable T.V. lines, if applicable. See the Electrical Plan for the location of these services. 1.6 Upon -completion of all electrical work, the electrical contractor shall ' test all circuits, outlets, switches, lights, motors, etc.., for the correct operation of all installations. Repair or replace any defects immediately. The electrical contractor shall furnish a statement to the Owner that any resulting repair service will be provided for within twelve hours of notification of the problem. 1.7 The entire electrical installation, including materials furnished and installed, must be free from defect and shall be guaranteed in writing to the Owner for a period of one year from the final completion of the residence. 1.8 The electrical contractor shall at the completion of each phase of his work, remove all debris, cartons, implements of service, etc.., resulting from his work from the job site. 1.9 Provide and install a complete exhaust fan system as shown in the Plans including ducts, 'roof jacks and caps, if applicable. 1.10 Connect all appliances. 1.11 Provide proper stub outs and disconnects to the heating and air conditioning system, and when installed, connect unit. 1.12 Provide complete conduit system for television and telephone service to the residence terminal boxes, if required by the respective companies. 1.13 Prewire Cable T.V. System as indicated on the Electrical.Plan. 1.14 Provide stub out on time•circuit for landscape. lighting as shown on the Electrical Plan. ' The Ed Murphy Residence. 1 34 Electrical 16 1.15 All exposed conduit shall be rigid conduit equal to Republic Steel rigid hot dipped galvanized conduit. 1.16 All switches, wallplates, receptacles, and any special combination device will be provided by'the electrical contractor and are included in the contract. 1.17 Prior to the final acceptance of the work, the electrical contractor shall furnish the Owner complete operations and maintenance instructions for all .work under his contract. 16012 TESTING: 1.0 Upon completion of .rough -ins, furnish testing equipment and test installation for improper grounds, short circuits, etc... Repair defects And retest as necessary. Balance electrical loads at the panel board. Make the system operable. 16100 BASIC MATERIALS & METHODS 16110 RACEWAYS &FITTINGS: 1.0 Conduit run underground or below ground floor surface shall be PCV Schedule 40; all other shall be rigid type hot -dip galvanized steel. 1.1 Conduit run in dry locations as in ceilings, walls, and attics, may be Romex. 1.2 Outlet boxes shall be galvanized or sheradized one piece pressed steel or approved plastic. Unless otherwise noted, set convenience outlets at 6"above floor lying horizontally, and switches at 3'0" above floor. Verify exact location with the designer or Cherokee Homes, when any doubt exists. Provide weatherproof boxes and enclosures where exposed to the elements. 16300 ELECTRICAL DISTRIBUTION•SYSTEM 16300 PAN_ELBOARDS: 1.0 Type as shown on Plans, "Westinghouse", "Trumbull", "Square D", or approved equal, with branch circuits breakers of size, quantity and poles as listed on the Plans. 16400 LIGHTING FIXTURES 1.0 Furnish and install all light fixtures as shown on the Electrical Plan. a. Provide an Outdoor Fixture allowance of $1100.00 b. Provide an Indoor Fixture allowance for the two Chandeliers and nook for $2100.00 C. Provide a fan allowance for $600.00 The Ed Murphy Residence 35 16510 ELECTRICAL•SERVICES: 1.0 Main service to be 400 AMP. See Electrical Plan for location. 16550 GROUNDING SYSTEM: 1.0 Ground all conduit systems and neutral conductors.as per National Electric Code.., Use approved clamps. 16570 DISTRIBUTION SWITCHBOARDS: 1.0 Install panelboards of the type and capacity as indicated on Plans or approval equals. Label all circuits. 16700 COMMUNICATIONS 16725. SMOKE DETECTING DEVICES: 1.0 Provide, install and make operable new fire detecting alarms where shown on the Plans, Nutone S -245-H or equal. , The smoke detectors shall be integrated into the security system. ' 16740 TELEPHONE SYSTEM: 1.0 Install telephone ,wire as indicated on the Electrical Plan. 16780 TELEVISION SYSTEM: 1.0 . Prewire all T.V. locations as indicated on'the Electrical Plan. 16790 STEREO SYSTEM: 1.0 Prewire all stereo locations as indicated on the Electrical Plan. ' The Ed Murphy Residence 36 Electrical 16 1.1 All switches, dimmers, and fan controls to be manufactured by Lutron "Skylark." Verify color with Homeowner or Cherokee Homes: 1.2 Bathrooms numbers 2&3, and the Laundry Room shall have Nutone exhaust fans or their equal. The Master Bath shall have, a single unit servicing 3 ' outlets. ' 16500 SERVICE & DISTRIBUTION 16510 ELECTRICAL•SERVICES: 1.0 Main service to be 400 AMP. See Electrical Plan for location. 16550 GROUNDING SYSTEM: 1.0 Ground all conduit systems and neutral conductors.as per National Electric Code.., Use approved clamps. 16570 DISTRIBUTION SWITCHBOARDS: 1.0 Install panelboards of the type and capacity as indicated on Plans or approval equals. Label all circuits. 16700 COMMUNICATIONS 16725. SMOKE DETECTING DEVICES: 1.0 Provide, install and make operable new fire detecting alarms where shown on the Plans, Nutone S -245-H or equal. , The smoke detectors shall be integrated into the security system. ' 16740 TELEPHONE SYSTEM: 1.0 Install telephone ,wire as indicated on the Electrical Plan. 16780 TELEVISION SYSTEM: 1.0 . Prewire all T.V. locations as indicated on'the Electrical Plan. 16790 STEREO SYSTEM: 1.0 Prewire all stereo locations as indicated on the Electrical Plan. ' The Ed Murphy Residence 36 1 1 ' ROOM FINISH SCHEDULE 1 Room Finish Schedule . ROOM FINISH SCHEDULE: Unless specified otherwise, the following material allowances are to be used'by 'Cherokee Homes, and the related sub -contractors for the purpose of bidding: 1. CERAMIC TILE - Allowance of $5.50/sq.ft. retail for tile and trim pieces. 2. FLOOR TILE Allowance of $3.50/sq.ft. retail. Tile selected by Owner to be RX 1282.1, installed in the "Victory" pattern. 3. CARPET - Allowance of $25.00/sq.yd. retail installed with carpet and pad. 4. GYPSUM WALL BOARD - Unless otherwise noted, all gypsum board shall be 5/8" Type X. All gypsum board shall be taped and sanded. Drywall finish shall be "skim coat" smooth with a hand troweled texture. See Cherokee Homes for approval of all finishes. ALL CORNERS TO RECEIVE RADIUS BULLNOSE EDGES. 5. BASE MOLDING - 3-1/41',Base throughout. Paint grade. See Homeowner or Cherokee Homes for approval of sample. 6. GRANITE/MARBLE - The following counter tops shall receive slab granite or marble surfaces: A. Kitchen: Granite with full height splashes and 1-1/2" radius bullnose edges. B.. Wet Bar: Granite countertop with 1-1/2" radius bullnose edges. C. Master Baths: Vanity tops and tub deck to be slab marble or granite with 1-1/2" radius bullnose edges. Shower to be Blab granite or marble. Toilet rooms to be marble/granite tiles. The Ed Murphy Residence s Room.Finish Schedule A. ENTRY• Floor - Tile Walls - Painted drywall w/base molding. Ceiling - Painted drywall w/coffer accents. B. LIVING ROOM• Floor - Carpet Walls - Painted drywall w/base molding. Ceiling - Painted drywall w/indirect light soffit. C.'_ BAR Floor - Tile. Walls - Painted drywall with niches, base molding. Ceiling - Painted drywall. D. KITCHEN: Floor - Tile. Walls - Painted drywall w/base molding, semi -gloss paint. •Ceiling - Painted drywall, semi -gloss paint. E. FAMILY ROOM• Floor - Tile. Walls - Painted drywall w/base molding. Ceiling - Painted drywall. F. EXERCISE ROOM• Floor -. Carpet. Walls - - Painted drywall w/base molding. Ceiling - Painted drywall. G. MASTER BEDROOM• Floor - Carpet. Walls - Painted drywall w/base molding. Ceiling - Painted drywall. The Ed Murphy Residence Room Finish schedule H. SITTING ROOM: The Ed Murphy Residence Floor - Carpet. Walls -. Painted drywall w/base molding. Ceiling - Painted drywall w/exposed resawn beams. I. MASTER BATHS• Floor - Carpet. Walls - Painted drywall w/base molding, except for full height granite/marble/glass block in shower. Mirror as shown on interior elevations.` Ceiling - Painted drywall, semi -gloss paint.. J. MASTER TOILET ROOMS: Floor - Granite/marble tile. Walls - Painted drywall w/base molding, semi -gloss paint. Ceiling.- Painted drywall, semi gloss paint. K. MASTER CLOSETS: Floor - Carpet. Walls - Painted drywall. Ceiling - Painted drywall. L. BEDROOM 2• Floor.- Carpet. Walls - Painted drywall w/base molding: Ceiling•- Painted drywall. M. BATHROOM 2• Floor - Tile. Walls - Painted drywall w/base molding, semi -gloss.. Except in shower which is full•height ceramic tile. Ceiling - Painted drywall, semi=gloss. N. BEDROOM CLOSET 2: Floor - Tile. Walls - Painted drywall. Ceiling - Painted drywall. The Ed Murphy Residence Room Finish Schedule O. BEDROOM 3: The Ed Murphy Residence Floor - Carpet. Walls - Painted drywall w/base molding. Ceiling - Painted drywall. P. BATHROOM • 3 Floor - Tile. Walls - Painted drywall w/base molding, semi -gloss. Except in shower which is full height ceramic tile. Ceiling - Painted drywall, semi -gloss. 4. BEDROOM CLOSET 3: Floor - Tile. Walls - Painted drywall. Ceiling•- Painted drywall. R. HALLWAYS• Floor - Tile. Walls - Painted drywall w/base molding. Ceiling.- Painted drywall w/coffered accents. S. POWDER ROOM• Floor - Tile. Walls,- Painted drywall w/base molding, semi -gloss. Ceiling - Painted drywall. T. LAUNDRY ROOM• Floor - Tile. Walls - Painted drywall w/base molding, semi -gloss. Ceiling - Painted drywall, semi -gloss. 'U. GARAGE• ° Floor - Colored concrete to match driveway. Walls - Painted drywall. Ceiling - Painted drywall. The Ed Murphy Residence WINDOW SCHEDULE Window Schedule WINDOW SCHEDULE• 'NOTE: All windows shall be dual glazed unless specified otherwise.• The glazing shall be tinted. Milgard Vinyl Windows .with factory applied standard color (tan). Use dual paned low E, Milgard Windows with a grey tint. SIZE TYPE LOCATION 1. 4' X 906" fixed tempered living room/entry . 2. 4' 61'X X 2' fixed living room/entry 219" arch w/24" legs entry 4. 5. 3'6" 6' X 6' single hung bedroom #3 X 1'6" fixed garage 6. 7. 4' 5' X 4' 4' XO laundry room X XO kitchen ' 8. 9.• 4' 6' X 7'61'' fixed tempered family room X17.1611 fixed tempered family room ' 10. 11. b' 2' X X 7'6" 6' fixed tempered family room fixed stack nook 12. 2' 4' X X 116" 6' XO tempered fixed nook nook . 4' X 116" XO tempered nook ' 13. 8' X 5'6" fixed tempered dining room 14. 8' 716" X 2' X 916" arch w/12" legs fixed dining room • tempered living room 15. 716" X 2' fixed living room 16. 2'6" X 7'6" fixed tempered master bedroom 17. 6' X 5' fixed sitting room 18. 3' X 5' fixed sitting room 19. 3' X 2' fixed sitting room ' 20. 6' X 2' fixed sitting room 21. 8' X 5 XO bedroom #2 ' 8' X 2'6" arch w/6" legs bedroom #2 The Ed Murphy Residence DOOR SCHEDULE Door Schedule DOOR SCHEDULE NOTE: Sliding .glass doors shall match the finish on the windows. Use Milgard dual glazed, grey tinted, .tempered glass. Interior doors shall be two panel "Classic" series, solid core paint grade. 11 The Ed Murphy Residence SIZE TYPE REMARKS A. 3'-0" X 10'-0" entry wood stain grade B. 7'-0" X 8'-0" overhead wood sectional C.• 17'-0" X 8'-0" overhead wood sectional D. 3'-0" X 8'-0" solid core self closing E. 6'-0" X 8'-0" XO sliding glass F. 5'-0" X 8'-0" XO sliding glass G. 3'-0" X 6'-7" metal w/vents H. 2'-6" X 8'-0" solid core two panel I. 3'-6" X 8'-0" solid core pocket; two panel J. 3'-0" X•8'-0" solid core two panel K: 2'-61: X 8'-0" mirror L. 2'-6" X 6'-7" shower tempered glass M. 2'-6" X 8'-0" wardrobe sliding N. 3'-6" X 8'-0" wardrobe- sliding O. 2'-0" X 8'-0" linen two panel P. 2'-0" X 5'-0". bi-fold 11 The Ed Murphy Residence STRUCTURAL ENGINEERING C CW200 CAL WEST ENGINEE2ING 2.00 ABBREVEATIONS: AS ANCHOR BOLT REV REVISION FIN FINISH C AMERICAN STAIIDARD CHANNEL FIN PLYWOOD EDGE NAIL NO HOLD DOWN AC AIR COND1710NINO RF ROOF - FO FINISH OWE - co CARRIAGE BOLT ' PLY • PLYWOOD -. HCR HANCkER AW ADJACENT SAD SEE MCIRTECIURAL DRAWINGS FLIR FLOOR CL • CENTERLINE ,N PLF POUNDS PER LINEAL FOOT HORIZ HORIZONTAL. ALT ALTERNATE se SOLID BLOCKING FN FACE NAIL CJ CONTROL JOINT ' PHIL PANEL HS HIGH STRENGTH O AT - SCIED SCI IEDULE - FOM FACE OF MASONRY OLD CEILING PP PARTIAL PENETRATION HSB HIGH STRETNCDI BOI.T BLK BLOCK STD SFX EDLECTRICAL DRAWING FOS FACE OF S1UD CLR CLEAR ' PST POUNDS PER SQUARE INC'. HSTB HIGH STRENOTII FRICTION BOLT BLX BLOCKING SWDT SFX MECHANICAL DRAWINGS FRMC FRAMING COL COLUMN PTOF PRESSURE TREATED DOUGLAS FIR HSCH HIGH SLRENGRI GROUT . ON BOUNDARY NAILING SPCD SPACING FTG FOOTING - CONC CONCRETE - - R RADIUS HSII HORIZONTAL St.OT HOLE - BM BEAM SPEC SPET]FICATION FS FAR SIDE CONN CONNECTION - RFTR . RAFTER HT HEICIT BOT BOTTOM SQ SQUARE ' CA OAUCE CONT CONTINUOUS. - . REF FO-EAENCE ID INSIDE DIAMEIrm .. B PL BASE PLATE SS• SELECT STRUCTURAL GALV GALVANIZE CP COMPLETE PRCNETRATON REINF REINFORCING IJ I SHAPED BUILT UP WOOD TRUSS BRC BEARING SLD STANDARD OLD CLUE LAMINATED BEAM CMU CONCRETE MASONRY UNITS ROOD REQUIRED AST JOIST STET STIFTENEA BTWN BETWEEN CSK COUNTER SINN ' OR GRADE - JT . JOINT STL STEM CIN CUT WASHERS L ANGLES EE EACH END ' STIRUCT STRUCTURAL MIW MAL ABLE IRON WASHER DBL DOUBLE UNO UNLESS NOTEDOTHERWISE • LOIF LIGHT CME METAL FRAMING EF EACH FAKE " SW SHEAR WALL MTL METAL OF DOUGLAS FTR VERT VERTICAL . LZIMM UGIT CA MYL FRMO CONTRACTOR EIEC. ELECTRICAL SYM SYMMETRICAL (N) NEW - OA OR 0 DIAMTEIER VSH VERTICAL ROTTED HOLE LL LIVE LOAD E.EV ELEVATION T t B TOP R BOTTOM - NIC NOT IN CONTRACT DIAD DIAGONAL W/ WITH ' - - LLH LONG LEO HORZCNTAL IN MOE NAIUNO " T R C TONGUE ! CROOVE NO// NUMBER .. • DIM DIMENSION W/O WITHOUT LLV LONG LEO VEITPAL EO EQUAL ` T!L TICK NS NEAR SIDE " DJ DOWEL JOINT WD WOOD MAX MA)OMLUM EOUIP EQUIPMENT TBRU - THROUGH NTS NOT TO SCALE ' - CL DEAD LOAD WP WATER PROOF. WOX POINT MB MACHINE BOLT ES EACH SIDE " TL TOTAL LOAD OC ON CENTER " ON DOWN WT STRUCT TEES MC YISG4IANEIU3 CHANNEL EW EACH WAY ' YN TOE NAIL 00 OUTSIDE DIAMETER - DO DITTO WAF WELDED WARE FABRIC .. MECH MECHANICAL EXIST DOSING - - . TDC TOP OF CONOWM OT'NC OPENING OW DRAWING EXP EXPANSION MFR MANUFACTURER OPP OPPOSIT 704 TOP OF STEL FDN FOUNDATION • . (E) . DOSTINC PL PLATE MIN MINIMUM TS SORUCT TUBING ' 5A EACH MISC MISCELLANEOUS TYP TYPICAL ABBPEVEATIONS CAL WEST ENGINEE2ING 2.00 CW201 6ENEf2AL NOTES CAL WEST ENGINEERING 2.01 GENERAL 1. THESE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER ' SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2.. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE 1 PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS- PROVIDED IN DETAIL BOOK. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE 5. NOT SHOWN OTHERWISE. ALL WORK SHALL CONFORM TO THE 1991 UNIFORM BUILDING CODE STANDARDS, AND' THE REGULATIONS OF THE STATE OF CALIF. DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARD LISTED IN THESE NOTES. 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR ' BURIED STRUCTURES' SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. ' 9. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING. '. 10. WHERE APPLICABLE GENERAL DETAILS PRESENTED IN THIS DETAIL BOOK SHALL APPLY. 11. CONTACT THE ARCHITECT OR THE ENGINEER FOR RESOLUTION OF ANY FIELD CONDITION THAT DIFFERS FROM THAT REPRESENTED HEREIN OR ON THE APPROVED WORKING DRAWINGS. 6ENEf2AL NOTES CAL WEST ENGINEERING 2.01 ' CW202 14. ALL INTERIOR NON-BEARING NON -SHEAR WALLS TO HAVE 3/8" DIAMETER SHOT PINS AT 24" 0/C UNLESS NOTED OTHERWISE. SHOT PINS SHALL �t GENERAL FOUNDATION NOTES APPROVED BY ARCHITECT, ENGINEER, AND BUILDING OFFICIAL. 1. ALL REQUIRED FILL AND BACKFILL SHALL BE COMPACTED TO 15. REFER TO DETAIL -B__ FOR STRAP HOLDOWN INSTALLATION. AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 METHOD OF 16. REFER TO DETAIL- 0 FOR HD HOLDOWN INSTALLATION. COMPACTION. FLOODING OR JETTING IS NOT PERMITTED: 17. -REFER TO DETAILS 07 AND - 207 FOR PIPE AND TRENCH LOCATIONS AND FORMWORK. 2. ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 18" A FOR 1 STORY OR 24" FOR 2 STORY BELOW THE LOWEST ADJACENT ARCHITECTURAL FOR SPECIFIC GEOMETRY. FINISHED FLOOR OR. 12" FOR 1 STORY OR 18" FOR TWO STORY BELOW A THE LOWEST ADJACENT FINISHED GRADE WHICHEVER SITUATION YEILDS THE DEEPEST FOOTING. 3. THE TOP OF ALL PAD FOOTINGS SHALL BE PLACED AT THE BOTTOM OF THE LOWEST ADJACENT CONTINUOUS FOOTING OR RETAINING WALL FOOTING. 4., UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER OF MOIST SAND OVER AN IMPERMEABLE MEMBRANE OVER PROPERLY GRADED SUBGRADE. 5. ALL WORK SHALL BE DONE IN CONFORMANCE WITII THE SOILS / REPORT AS PREPARED BY: ' JOB NO.: NONE AVAUABLE THIS PROJECT DATED: 6. ALLOWABLE SOIL PRESSURES: TABLE 298 1500 P.S.F. 7. PROVIDE 6 MIL VAPOR BARRIER COVERED WITH 2" SAND OVER ALL �. INTERIOR SLABS. 8. SEE CONCRETE SECTION FOR SLAB REINFORCEMENT. 9. SOILS BENEATH FOOTINGS SHALL BE PREMOISTENED PRIOR TO PLACING f' CONCRETE. 10. FOUNDATION EXCAVATIONS SHOULD BE VISUALLY OBSERVED BY A SOILS ENGINEER PRIOR TO PLACING REINFORCING STEEL OR CONCRETE. 11. THE MINIMUM THICKNESS FOR ALL PADS IS SHOWN IN THE PAD SCHEDULE ON THE FOUNDATION PLAN, HOWEVER COMPLIANCE WITH ITEM 2 ABOVE MAY YEILD A DEEPER OVERALL FOOTING THICKNESS. 12. ALL CONTINUOUS BEARING FOOTINGS SHALL HAVE MINIMUM 1/2" DIA. x 10" LONG ( 14" LONG AT TWO POUR) ANCHOR BOLTS AT 72' 0/C UNLESS SHOWN CLOSER IN THE SHEAR PANEL SCHEDULE. REFER TO THE FOUNDATION AND FRAMING PLANS FOR SHEAR WALL LOCATIONS. REFER TO THE SHEAR WALL SCHEDULE CONTAINED HERIN. 13. ALL ANCHOR BOLTS TO HAVE 2" DIAMETER WASHERS. ' GENERAL FOUNDATION NOTES � CAL WEST ENGINEEf:�?ING r "A 2.02 14. ALL INTERIOR NON-BEARING NON -SHEAR WALLS TO HAVE 3/8" DIAMETER SHOT PINS AT 24" 0/C UNLESS NOTED OTHERWISE. SHOT PINS SHALL �t BE HILTT DS72 PER ICBO RESEARCH REPORT NO. 1290 OR EQUAL AS APPROVED BY ARCHITECT, ENGINEER, AND BUILDING OFFICIAL. 15. REFER TO DETAIL -B__ FOR STRAP HOLDOWN INSTALLATION. 16. REFER TO DETAIL- 0 FOR HD HOLDOWN INSTALLATION. 17. -REFER TO DETAILS 07 AND - 207 FOR PIPE AND TRENCH LOCATIONS AND FORMWORK. A 18. REFER TO DETAIL FOR STEPPED FOOTING REQUIREMENTS. ALSO ._REFER TO ARCHITECTURAL FOR SPECIFIC GEOMETRY. A 19. REFER TO DETAIL FOR ANCHOR BOLT PLACEMENT. ' GENERAL FOUNDATION NOTES � CAL WEST ENGINEEf:�?ING r "A 2.02 CW203 CONCRETE , NOTES � CAL WEST ENGINEERING 2.03 C O N C R E T E 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF - THE UNIFORM BUILDING CODE. ' 2. ALL CEMENT SHALL CONFORM TO A.S.T.M. ' C-150, TYPE I OR II,•LOW ALKALI 3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR STANDARD WEIGHT CONCRETE. 4. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 -DAYS OF DRYING NOT EXCEEDING 0.04X 5. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 6. ANCHOR BOLTS, DOWELS INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 7: CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET -FOR 10 -DAYS OR BY AN APPROVED CURING COMPOUND. 8. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 -DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO SHALL NOT EXCEED 6 1/2 -GAL PER SACK OF CEMENT. MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. MAX. SLUMP = 4" 9. ANCHOR BOLT, HOLDOWWNS, AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS. THE PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 10. ALL HOLDOWN ANCHOR BOLTS SHALL BE' SECURELY TIED IN-PLACE BEFORE FOUNDATION INSPECTION. 11. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISC. ITEMS TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES, DEPRESSIONS, PITS, ETC. 12. ALL DRYPACK SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION, 13. ALL CONCRETE RETAINING WALLS AND PLANTER WALLS SHALL BE WATERPROOFED BELOW GRADE ON EARTH FACES. 14. CONCRETE FLOOR SLABS SHALL BE A NOMINAL 4" THICK WITH 6X8 -10X10 WELDED WIRE MESH IN THE CENTER OF THE SLAB. ` 15. PROVIDE 04 I'r SLAB DOWELS FROM SLAB TO ALL CONTINUOUS FOOTINGS AND PADS. TWO POUR FOOTINGS ONLY. 16. THE CONCRETE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT IN THE CENTER OF THE FLOOR SLAB AT ALL LOCATIONS WHERE POTENTIAL CRACK MAY OCCUR INCLUDING SLAB CORNERS WHERE VERTICAL. CHANGE IN ELEVATION OCCUR. REINFORCEMENT SHALL 1-#4x4' LONG BAR CENTERED ON CORNER EACH WAY. BARS SHALL BE TIED TO MESH. 17. GRADE BEAM CONCRETE SHALL BE AS PER ITEM 8 ABOVE EXCEPT 3000 PSI AT 28 DAYS. DESIGN BASED ON 2000 PSI NO SPECIAL INSPECTION REQUIRED. CONCRETE , NOTES � CAL WEST ENGINEERING 2.03 CWZ04 R.EINFORCIN G STEEL 1. ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 40 U.N.O. 2. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLE GRADE SUCH AS ASTM -A706. 3. USE LOW HYDROGEN ELECTRODES, GRADE E-70 FOR WELDED REINFORCING BARS. 4. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. 5. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF 55 BAR DIAMETERS IN MASONRY AND 30 BAR DIAMETERS IN CONCRETE. 6. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE: BELOW 'GRADE (UNFORMED)........................3" CLR. BELOW GRADE (FORMED)...........................2" CLR. 7. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SHALL BE SUBMITTED TO"THE STRUCTURAL ENGINEER THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION H A R D W A R E 1. ALL HARDWARE SHALL BE SIMPSON STRONG TIE PER NER-209, NER-393, NER-413, NER-421, NER-432, NER-443, NER-469, ICBO R.R. NO. 1258, 1211, 4448, 4935. 2. ALL SHOT PINS, INSERTS, AND EXPANSION ANCHORS SHALL BE HILTI PER ICBO R.R. NOS. 4016, 4419, 1627, 1290. 3. ALL POST TO BEAM OR POST TO HEADER CONNECTIONS NOT CONCEALLED IN WALLS SHALL HAVE SIMPSON PC OR EPC CONNECTORS. 4. ALL POSTS NOT CONCEALLED IN WALLS SHALL HAVE SIMPSON PB OR CB POST BASES U.N.O.. . REINFOf2CING STEEL -HARDWARE NOTES A 2.04 CAL WEST ENGINEE�21NG CW205 M A S O N , R Y 1. ALL MASONRY. WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE BLOCK SHALL BE BXBX16 HOLLOW UNITS. CONFORM TO A.S.T.M. C=90, GRADE "N-1" MEDIUMWEIGHT UNITS WITH MAX. LINEAR SHRINKAGE OF 0.069 NO CONTINUOUS INSPECTION REQUIRED. 3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND (3 1/2) PARTS SAND AND NOT LESS THAN 1/4 PART NOR MORE THAN (1/2) PART UME.PUTTY'FOR TYPE i "S" MORTAR. 4. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND AND NOT MORE THAN TWO PARTS PEA GRAVEL WITH "GROUT—AID" ADDED FOR HIGH UFT GROUTING ONLY. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR HIGH LIFT GROUTING. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT POUR EXCEEDS 5'- 0" MAX. UFT SHALL NOT •EXCEED 6'-0". 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF • �! 1/2 GROUT. 7. BOLTS SHALL BE GROUTED WITH 1" OF GROUT BETWEEN BOLT AND MASONRY. 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 9, DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS MASONRY WALL REINFORCING. 10. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT ONLY CELLS CONTAINING REINFORCING, UNLESS NOTED OTHER—WISE ON FOUNDATION PLAN. 11. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY. 12. ALL BUILDING RETAINING BLOCK WALLS SHALL BE PROVIDED WITH AN APPROVED MOISTURE BARRIER ON DIRT SIDE. 13... MASONRY VENEER SHALL BE ATTACHED TO MASONRY, CONCRETE, OR STUDS PER UBC 3006(d)1(i) OR (ii) OR UBC 3006(d)2(i)OR(ii). MASONRY NOTES A CAL WEST ENGINEEQING . 2.05 CW206 SHEAR WALL SCHEDULE DESCRIPTION MAX LOAD PLF ANCHOR BOLT SPACING SILL PLATE NAIL SPACING 1/1" DIA, 5/11" DIA. . A. 3/8 APA RATED SHEATHING EXP, 1 W/ 8d NAILS O 264 8" o% AT EDGES AND 12" o/c FIELD 0528 (TABLE 25—K U.B.C.) 18 B. 3/8 APA RATED SHEATHING EXP 1 W/ 8d NAILS O 384 4" o/c AT EDGES AND 12" o/c FIELD 0788 (TABLE '25—K U.B.C.) 8 C. 3/8 APA RATED SHEATHING EXP 1 W/ 8d NAILS O 490 ,3" a/c AT EDGES AND 12" o/c FIELD 6980 (TABLE 25—K U.B.C.) -- D. 3/8 APA RATED SHEATHING EXP 1 W/ Bd NAILS O 636 2" a/c AT EDGES AND 12" a/c FIELD •1272 (TABLE 25—K U.B.C.) NOTES 6 & 7 -- E 1/2 APA RATED SHEATHING EXP 1 W/ 10d NAILS O 870 2" a/c AT EDGES AND 12" o% FIELD 01740 (TABLE 25—K U.B.C.) NOTES 6 & 7 -- F. 1/2" OR 5/8" DRYWALL W/ 6d COOLER NAILS 50 O 7' o% EDGES & FIELD (TABLE 47-1 U.B.C.) 0100 G. 1/2" OR 5/8" DRYWALL W/ 6d COOLER NAILS 63 O 4" o% EDGES & FIELD (TABLE 47-1 U.B.C.) •125 H. 1/2" BLOCKED DRYWALL 2/ 5d COOLER NAILS 75 O 4" o% EDGES & FIELD (TABLE 47-1 U.B.C.) 0150 J. 5/B" BLOCKED DRYWALL W/ 8d COOLER NAILS BB O 4" o% EDGES & FIF1D (TABLE 47-1 U.B.C.) •175 K. 7/8" STUCCO OVER BACKED LATH W/16 GAUGE 180 STAPLES O 8" o/c AT TOP & BOTTOM PLATES, 0360 EDGES, & FIELD OF WALL (TABLE 47-1 U.B.C.) 72 L 7/8" STUCCO OVER BACKED LATH W/18 GUAGE. 325 STAPLES O S' o% AT TOP & BOTTOM PLATES, 0650 EDGES, & FIELD OF WALL (TABLE 47-1 U.B.C.) 72 (I.C.B.O. REPORT NO. 1823/1318) 24 32 56 8 18 24 3 24 32 4 8 18 2 16 30 2 2 ROWS . -- 12 2 8 24 2 2 ROWS -- 12 2 8 18 2 2 ROWS -- 6 2 72 72 16 72 72 6 72 72 12 72 72 6 72 72 8 60 72 4 72 72 8 56 72 4 58 72 8 24 40 4 24 40 4 8 24 2 NOTES: 1. ALL EDGES OF PLYWOOD SHEAR PANEL MUST BE BLOCKED W/ 2X SOLID BLOCKING. 2. PLYWOOD PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 3-1/2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 3. STUCCO/bRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 1-1/2 TO 1 SHALL BE BLOCKED. 4. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 5. ARCHITECT SHOULD SPECIFY MANUFACTURER AND TYPE OF LATH --------->DENOTES SHEAR PANEL BOTH SIDES. THE ANCHOR BOLT SPACING FOR DOUBLE 9DED SHEAR PANELS SHALL BE 1/2 THE SPACING FOR SINGLE MOM PANELS SEF'TABLE ABOVE 6. FRAMING SHALL BE 3 IN. OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 IN. ON CENTER - AND WHERE 10d NAILS HAVING PENETRATION INTO FRAMING MORE THAN 1 5/8 IN. ARE SPACED 3 IN. O/C. 7. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF THE WALL AND NAIL SPACING IS LESS THAN 6" 0/C, PANEL JOINTS SHALL BE OFFSET ON DIFFERENT FRAMING MEMBFRS OR FRAMING SHALL.BE OFFSET ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X NOMINAL W/ NAILING STAGGERED ON EACH SIDE. 8. ALL PLYWOOD APA RATED EXPOSURE 1;STRUCT' 11, PS1-83. SNEAQ WALL SCHEDULE I .06 CAL WEST ENGINEERING , CW207 NO PIPE ALLOWED IN THIS ``PORTION OF FOOTING {METAL PIPE SLE'EA 1(1/2" CLEAR OF PIPE) (COurAC1ED BACKFILL 1'-6" MIN. ISFf SPECS 1.,AMPED SAND 2 4D + /NO EXCAVATION BELOW 1TIIS UNE 2'-0" I (STEP FOOTING AS RECD - LTO KFEP DDJENSION LESS (THAN 2'-4 FA S11P \\ FOR PIPE MORE THAN T-d' BELOW (BOTTOM OF FOOTINC,USE COMPACTED FILL (DOX DENSITY) INSTEAD OF CONC. TO FILL IN PPE 1RE7401 PIPE, AND TPENCH LOCATIONS A (S 1/2" 1RN. ACCESS (EITHER LOCATION) `CURB FORMWORK (CONDITION AT EXTERIOR 2x6 MIN. CONT. PLANK . CONST. JOINT, OPTIONAL '•--- FORTIS OA i ISPAI:, UT BACK - . L �j�IDTH SHOWN, ON ,1PLANS +T' UNFORMED_ FORMED NOTES: --- - 1. FOUNDATION CONCRETE MAY BE PLACED IN NEAT EXCAVATIONS PROVIDED THE TRENCH WALLS ARE STABLE 2. WHEN SIDES OF FOOTINGS.PADS ARE FORMED PADS k STEM MAY BE POURED MONOLITHICALLY. d STAKES ARE.NOT PERMITTED WITHIN F06TTNGS SECTION. F=OUNDATION FORMWOQK B 2.07 CAL_ WEST - ENGINEEZ2ING CW208 RI:TNF. SAME 97E AND SPACING AS - 40 DIA 40 DIA FOOTING RONFORONG (i' - LAP MIN.. --LAP YIN. . 2 X RISE B' I� — — --- MAX—, .., __'• .� SHOWN ON PLAN RISE �- - „nit:: aarE ro 9E . I VERTICAL 2 NORIL 40 DIA 2 X RISE 2 X RISE EXCEPT WERE S110" OTIfRMSE. LAP MIN.T* - TYP. FOOTING TINOOIESS (Tr' MIN.) TYPICAL STEPPED FOOTING A D/3 MIN. . _._[LOW HYROCEN 7. I NFIDING RODS p ' LAP WELD p t '`.—(BEADS TO BE d LEAST FLUSH _ T/18 D/J LAM' HYDROGEN MIN. WELDING ROD. / LENGTH OF WELDS l� AS SHOWN ON /* DRAW FILLET D _ `(STEEL PLATE WELD - — STEEL PLATE TYPICAL-- /'o PROVIDE LOW 431 HYDROGEN WELDING1. -_ RODS FOR ALL REINF. BAR WQDNG. BUTT.— - • .WELD__ TYPICAL QEBAQ WELDING B - 2.08 CAL WEST E_NGINEEQINIG CW209 21/2"IIIN. _ 6d D D � r- D H D-Bd FOR j3- f7 - D=ed FOR f8- #9 BAR BETtOMC D -10d FOR %10-/11 D (� ; PIER R BEAM TIES 30d (24" MIN.) --- THIS SPLICE SHALL . - - - BE TYPICAL CON �! EXCEPT WERE DETAILED OTHERVASE 55d_(24!' MIN)- - MASONRY — -� WRE TOGETHER. BAR SPLCE TYPICAL QEBAQ BENDING A (TYP.) 2 j5 VE)tT. 0' a . ENDS R JAMBS U.N.O. } AT WALL ENDS d JAMBS/! HOOK HORIL ROW. �. 1'-XY' MM. INTO GROUTED CELL (TYP.) 1T' HOOK MAY BE PLACED UP OR DOW. ' {2-15 VERT. U.N.D. 1 (2-f5 VERT. BARS-U.N.O. I '� bl R"-3041 FOR CONC. / V -40d FOR MASONRY II \ - 2-15 BARS MM. U.N.O.. 2'-O" ADN. SINGLE LAYER DOUBLE LAYER CONCklETE OR BLOCK QEINFOQCING B 2.09 CAS. WEST r=NGINEEP.,)ING CW2010 Sal -.1/4— -1,112. ...HB. 471/2 SB,, 'POST BOLTS (------------POST PER PLAN _I/2.__ _WSA—_ BOLTS CNTRSNK 5=1/4,. v OUTSIDE OF FRAMING (2)-3/4'-.— ;o CAVITY -.3/.4--- IX HD -_1/2 C . L -7/8 �_y -3/4.-- 2 -.VIS r PMF SILL PLATE BOTTOM OF SLAB _7/8-_ _A307 ANCHOR BOLT --7 with HEAVY HE)( HEAD T .1, 6" HOLDOYM SIIALL OCCUR 3-5/8..2-.1/8 IN FRAMINGCAVITY .4__.40_.. ........ HOLDOym Sal -.1/4— -1,112. ...HB. 471/2 SB,, 'POST BOLTS ANCHOR BOLTS _HD2A _I/2.__ _WSA—_ 2=1/16 5=1/4,. __3..._ _12- (2)-3/4'-.— __18DBA__. -.3/.4--- 2-1/16 67.1/83 -_1/2 -7/8 -3/4.-- 2 -.VIS q7':.1/8- 3-1/2_-.24._. _7/8-_ 2-3/0 --7 -40. 3-5/8..2-.1/8 ---- 7 .4__.40_.. ........ 41� _42 -- HD HOLDOWN A 4% PX POST OR U— Nm Or t6d SEE SCHED. EMB S�EE SCHED. -------MUST ENGAGE 1 14 BAR DAWDMEN?4m OF 16d PAH042 a is MPAHD a20 KPAHD22 10 24 RPAM022-2P 10 24 STQA P, POLDOWN 2.010 -CAL VVEST. ENGINEEQING CW2011 ANCHOR BOLT PLACEMENT A B CAL. WEST ENGINEERING 2.011 NOTE: 0 WtlFrtr: SILL PLATE YAK EA..END IS NOICIIED OR DRILLFO YORE THAN (i J (1/3) TIIE NTDTIi OF TIIE PI.ATE A.B.'S �) SIIAIL DE PLACED (tt") FA. SIDE OF CUT. 2 2 : qL PLATE wllh D/B" 17' I.C. ANCHOR BC115 II`lat 46' O.C. MAX. U.N.O. (2O.r at 16" O.0 I2 x PLATE with (4) 16d ' YER PLATE. I2 x BLOCKING with' (2) LFL TER BLR'G. l ANCHOR BOLT PLACEMENT A B CAL. WEST ENGINEERING 2.011 CWF20 -- 7/8' STUCCO OVER PLYWD WHERE OCCURS ALT. POWER WALL FINISH OVER FOAM OVER PLYWOOD --- PTDF SILL PLATE w/ 1/2' DIA x 10' AB. • 6'-0- o/c y ! j zU.N.O. SEE' SHEAR WALL G.I. WEEP SCREED I SCHEDULEE. . I< DRYWALL WHERE qm,- OCCURS �-->N, l(-'-'---- VARIES SEE FOUNDATION l _.. ��?. _._.�.----:•------ LAN ri ._._._:_6x6fflAxWIA W.W.M. F.G. --4* CONCRETE SLAB 51,`\ ; — ' SAND OVER 6 MIL VISOUEEN• `a .: ---- r/jr I �4 TOP E BOTTOM . U EXTEPIOP FOOTING A- ----7/8* -- 7/8' STUCCO OVER -PLYWD WHEPE OCCURS ALT. POWER WALL FINISH OVER FOAM OVER PLYWOOD ——�:---- / PTDF SILL PLATE w/ I/2' DIA. x 10' AB. a 6'-0' o/c \' U.N.O. SEE Si-EAR WALL 1 ; '" SCHEDULE G.I. WEEP SCREED I: DRYWALL WHERE c—E.N. OCCURS . . -'._._6x6W1.4xWIA W.W.M. ii te_ a a'' to i •: CONCRETE SLAB F.G. SAND OVER 6 MIL u. FI. VISOUECN n a a \�� i f I 1 1:4 TOPE BOTTOM. iv \? %�/i U.N.O. U . EXTERIOP FOOTING B 2.0 CAL WEST ENGINEERING CWF21 — DRYWALL OVER 1— PLYWOOD AS OCCLRS — - I I PTDF SILL PLATE w/ 1/2' DIA.,dV AB • 6'-0' O.C. U.NO. SEE SHEAR WALL SCHEDULE EN.. E.N. (-_-.---VARIES SEE FOUNDATION LAN _.. \ ' �._. x6W1.4xW1.4 W.W.M. - CONCRETE SLAB SAND OVER 6 MIL m ; \//\\ , y, ;:: • • e VISOLEEN -4 TOP E BOTTOM �.., UN.O. 12 U INTEPIOP FOOTING JA FO �3 — 7/8' STUCCO OVER PLYWD W4ERE OCCURS ALT. POWER WALL W FINISH OVER FOAM LL m� OVER PLYWOOD Z---PTDF SILL PLATE -1/2' W/ DIA.AO' AB • 6'-0' O.C. / UN.O. SEE SWEAR WALL v 4 SCI-EDULE 1 DRYV'lALL W4$2E E.N. _—E.N. OCCURS G.I. WEEP SCREE - 7, ' � i°ig-_T._._ a—',•-6x6W1.4xW1.4 W.W.M. - — ' G-4' CONCRETE SLAB ' — — e- 2' SAND OVER 6 MIL VISOUEEN J-= =IIt—I n4 TOP E BOTTOM UN.O. V. =II ; U M EXTEPIOP FOOTING B 2.1CAL WEST' NGINEE�ING CWF22 --- ------ 2' MIN. VRPY. W/OWNER co .. .1.. -4 TOP E BOTTOM 6 — I /•;! U.N.O. J Si h INTEPIOP FOOTING A ��—SWEARWALL PE2 PLAN -'— SPTHNG AS OCCURS ON PLAN 1/2' DIA. x 10' A.B. at 6'-0' a/c U.N.O. Sly SHEAR WALL SCHEDULE -- ---y'i - _ 6x6 WI.4xWl.4 WWM — — —'-.tr•--___ 0 4 TOP AND BOTTOM CONT. i J- 12" 12" - I- INTEPIOR FOOTING B CAL VVEST ENGINEERING 2.2 I a CW23 . . . . . . . . .. .-FG tt4 CONT FLATVVOPK EDGE A FIBER JOINT n4 CONT GARAGE 1-7 Eo 4J42 12" GARAGE FOOTING B 2.3 CAL. WEST ENGINEEP,ING CWF24 FG ,...; 1 n4 TOP !; BOTTOM �'%j` U.N.O.' . . ✓ J U EXTEPIOP FOOTING — 1 934 CONT. AROUND PERIMETER at SHOWER DEPRESSION `-C ---a - -p-----IC-- _ z J•' /�� B.. DEPPESSION 113 2.•4- CAL WEST ENGINEERING CWF25. POST PER PLAN EN... EN. _ RAT WORK WHERE OCCLRS 11 to 11 _ - - - - - - - F+_ I'I I'I io ;'kEI1JFORCING PER �� .: ..... .. '• PLAN PER PLAN SOUARE I i COLUMN FOOTING ^ .TOP AND BOTTOM. J.: n CONT. INTEQIOQ FOOTING B 2.5 ' • .CAL. WEST � ENGIN�E�ING CWF2• a4 CONT. AROUND PERIMETER at SHOWER DEPRESSION - - --- —.. LLJ __ DEPPESSION A --- - -- -- 7/8' STUCCO OVER PLYWD N -f E OCCURS ALT. POWER WALL FIMSI-I OVER FOAM OVER PLYWOOD ---.-=— PTDF SILL PLATE W/I/2' DIA. x 10' AB o 6'-0' O.C. UN.O. SEE SMEAR WALL 1 SC! EDULE E.N.. I E — -' -' - ---DRYWALL WHERE -E.N. OCCURS �__-.-------•-----.SEE FOUNDATION ALAN FOR DIMENSION f �_._._._._._._:_6x6WIAxWIA W.W.M. F.G.., --�' CONCRETE SLAB - - 'i SAID OVEi2, 6 MIL 1..y,: /• \ VIS QUEEN 1 n4 TOP E BOTTOM N \/ UN.O. G.I. WEEP SCREED ,2" U h I EXTEPIOP FOOTING B CAL W�EST ENGINE�PING 2:6 . 1 1 1 1 1 i CWF28 -- WALL WHERE OCCURS L. 4 1/2' DIA. x 10' A.B. SEE SI-EA12WALL SCHEDULE FOR SPACING E.N... E.N. 3 n5 CONT. N a4 TIES at 12• o/c \/. c � U e.' ---- 0 _... __... - 3 a5 CONT. INTERIOR GRADE BEAM A -- -- 1/2• DIA. x 10'. A.B. SEC- SHEARWALL SCHEDULE FOR SPACING E.N. WORK WHERE OCCURS _FLAT — -.—. —•— 1� _ _ -`n - �� WEF_P SCREED 2' ABOVE ADJACENT FLAT. WORK 3 n5 CONT. . • i FG 04 :n4 TIES at 12' o/c PLAN 3 #5 CONT. EXTERIOR GRADE BEAM B 2,8 CAL. WEST ENGINEEIIING CWF28 POST PER PLAN IN WALL OR USE COLUMN BASE SEE PLANS 6x6 WI.4xWI.4 WWM i. D a u .. EO ——RERNFORCING PER PLAN PER PLAN SQUARE / •A POST PER PLAN - r IN WALL OR USE / COLUMN BASE SEE t PLANS 6x6 WI.4xWI.4 WWM J � < HPEINFORCNG PER PLAN PER PLAN SQUARE— V 2.9. AL. WEST ENGINEERING 1 ABBREVEOONS: AB ANCHOR DOLT .. REV REVISION - FIN FINISH ' C AMERICAN STANDARD CHANNEL PEN PLYWOOD EDGE NAIL NO' HOLD DOWN ' . AC AIR CONDITIONING. RF ROOF -. - FG FINISH GRADE GD CARRIAGE 80.7 PLY PLYWOOD HGR HANGER ADJ ADJACENT SAD SEE ARCHITECTURAL DRAWINGS - FLR FLOOR CL CENTERUNE PLF POUNDS PER LINEAL FOOT HORIZ HORIZONTAL . - ALT ALTERNATE - SB 0.10 5BLOCKING .iN FACE NAIL G CONTROL JOINT ' PRL PANEL HS MGI STRENGTH - - • AT SCHED SCHEDULE . FOM FACE OF MASONRY - -.110 CEILING ' - .. ' PP PARTIAL PENETRATION BLK BLOCK HSB MGI .STRENGTH BOLT - SED SFE EDLECTRICAL DRAWNC . FOS FACE OF STUD - CLR GEAR PS POUNDS PER SCUARE INC HS'B HIGH STRENGTH FRICTION BOLT - - . - BLK BLOCKING SWOT SEE MECHANICAL DRAWNGS , . - FRMG FRAMING .COL COLUMN - -PTOF. PRE99JM TREATED DOUGLAS FIR HSCH HIGH STRENGTH GROUT BN BOUNDARY NAILING SI'CG SPACING FTC FOOTING CONCH CONCRETE .� - R' .RADIUS HSH " HORIZONTAL SLOT HOLE . BM BEAM SPEC SPECIFICATION FS FAR SDE CONN CONNECTION . - RFTR -.RAFTER HT HEIGHT �.. - .BBOTBOTTDM SO SQUARE - CA GAUGE CONT CONTINUOUS ,. REF ii£ - RENCE D - INSIDE DIAMETER - - - B PL BAS= PLATE: SS SELECT STRUCTURAL DALY GALVANIZE - KP COMPLETE PRENETRATION , ROW REINFORCING • IJ I SIAPED BUILT UP WOOD TRUSS BRC BEARING .STI STANDARD OLD GLUE LAMINATED BEAM CMU CONCRETE MASONRY UMTS . REM REOUIRED JST JOIST S76T SRT7FNM - BTWN BETWEEN CSK COUNTER SINK - GR OWE JT JOINT � SIL STEEL • - CM CIT WASHERS _ L ANGLES EE EACH END STIIUCT SIRUCRIRAL. MM MALLABLE NON WASHER , ' DBL DOUBLE UNO UNLESS NOTED OTMWSE - ' LAff UONT CAGE METAL FRAMING EF' EACH FACE . - SW SHEAR WALL - MTI. METAL' OF DOUGLAS FIR VENT VERTICAL . - .. LGMFC LIGHT CA MTL FRMG OONTRACTOR ELEC DTI mrAL • SYM SYMMETRICAL (N) NEW - - - CIA OR 0 OIAMTETER - VSH VERTICAL SLOTTED HOLE .. LL LIVE LOAD ElIEV ELEVATION �.. T ! B TOP R BOTTOM MC NOT IN CONTRACT _ CIAO DIAGONAL W/ WITH , UH LONG LEO HORIZONTAL FN EDGE NAILING .. - T t C TONGUE A GROOVE NO// NUMBER . DIM DIMENSION W/0 WTHOUT - LLV LONG LED VFRncAL ED ECIUAL 7HK THICK NS NEAR SDE DJ •DOWEL JOINT MO - W000 MAX MAICMUM STOW EOL)WWENT " THEN THROUGH '.. NTS NOT TO SCALE. .. ' .. .. OL DEAD LOAD WP WATER PROOF. WORK PONT MB MACHINE BOLT ES EACH SIDE C TL TOTAL LOAD Oc ON COLTER ! ON DOWN Wr STRUCT TEES " . -MC MISCELLANEOUS' CANNEL EW EACH WAY . TN TOENAIL 00 OUTSIDE DIAMETER - _ DO DITTO• WINE WELM WARE FABRIC MECH MECHANICAL' DO ST EbSTNG - TOC TOP OF CONCETE G41G OPENING _ DWO DRAWING FJO' DMANSION - - MANUFACTURER CSP OPPOST .. ..MFR TOS :.'TOP OF STEEL .(E) FUN FOUNDATION �.•.` - EXISTING - PL PLATE MN MINIMUM - • - 73 STNUCT TUBING - - - - - EA EACH - - - . MRC MISCELLANEOUS TYP TYPICAL ABBPEVEATIONS A 3.00, CAL C WAST. ENGINEEQ NG GENERAL 1. THESE NOTES AND SPECIFICATIONS ON .STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED IN DETAIL BOOK. ' WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM.TO SIMILAR WORK ON THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. ALL WORK SHALL CONFORM TO THE 1991 UNIFORM BUILDING CODE STANDARDS, AND•THE REGULATIONS OF THE STATE OF CALIF. DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARD LISTED IN THESE NOTES. 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7.. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST' EDITION AND/OR ADDENDUM. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. .CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. FROVIDE ADEQUATE SHORING AND/OR BRACING. 10. WHERE APPLICABLE GENERAL DETAILS PRESENTED IN THIS DETAIL BOOK SHALL APPLY. 11. CONTACT THE ARCHITECT OR THE ENGINEER FOR RESOLUTION OF ANY FIELD CONDITION THAT DIFFERS FROM THAT REPRESENTED HEREIN OR ON THE APPROVED WORKING DRAWINGS. GENEPAL NOTES � � CAL WEST ENGINEE2ING LAI 3.01 CW302 F R AM ING NO T E S 1. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 2. ALL STRUCTURAL PLYWOOD SHALL CONFORM TO PS -1-83, AND SHALL BE IDENTIFIED WITH D.F.P.A. GRADE -TRADE MARK. 3. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 8 SQUARE FEET AND SHALL EXTEND TO 3 BEARINGS MINIMUM NTH FACEGRAIN PERPENDICULAR TO JOISTS. 4. NAILING FOR 5/8" PLYWOOD SHALL BE 010 PLYWOOD NAILS (#10 PN), 3" LONG, 9 GAUGE, NTH 5/16" FLATHEAD, 10d EQUIVALENT. UNLESS NOTED OTHERWISE. 5. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED OR CLEATED. 6. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF DIAPHRAGM NAILING INSPECTION. 7. PROVIDE DOUBLE JOISTS OR DOUBLE BLOCK AROUND ALL. OPENINGS IN ROOF. NO OPENINGS WILL BE PERMITTED IN ROOF OTHER THAN THOSE .SHOWN WITHOUT THE ENGINEER'S APPROVAL 8. T.O.S. - INDICATES TOP OF PLYWOOD ROOF SHEATHING ABOVE FINISH FLOOR SLAB. 9. SEE PLANS FOR THE LOCATION OF BLOCKED PLYWOOD DIAPHRAGMS. 10. ALL EXTERIOR WALLS SHALL BE SHEATHED PER SHEARWALL TYPEQA U.N.O.. 11. REFER TO TRUSS NOTES HEREIN FOR TRUSS RELATED INFORMATION. 12. PLYWOOD ROOF CRICKETS TO BE 5/6" CDX. WERE SPANS EXCEEDS 24" USE 2X TAPERED OOD STRIPS AT 24" 0/C. 13. REFER TO DETAIL- 014 FOR TYPICAL TOP PLATE SPLICE. 14. REFER TO DETAIL -09 FOR WALL INTERSECTIONS. 15. REFER TO DETAIL 3 09 FOR STUD WALL AND HEADER FRAMING. 16. REFER TO DETAIL 309 FOR NON-BEARING STUD WALL BRACING. 17. REFER TO DETAIL AW FOR HOLES IN DIAPHRAGMS OR SHEAR WALLS. 18. REFER TO DETAIL 014 FOR HOLES IN STUDS, JOISTS, OR BEAMS. 19. REFER TO DETAIL 011 FOR BLOCKED DIAPHRAGMS CONSTRUCTION. .20. REFER TO DETAIL A1- FOR UNBLOCKED DIAPHRAGM CONSTRUCTION. 21. REFER TO DETAIL- 013 FOR SHEAR WALL CONSTRUCTION. 22. REFER TO DETAIL , AFOR CEILING FRAMING SPAN TABLE. FQAMING NOTES I CAL WEST ENGINEE�2ING A 3.02 CW303 STRUCTURALSTEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36 SPECIFICATIONS, AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. 2. ALL BOLTS SHALL CONFIRM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO A.S.T.M. (A-325). ALL (A-325)BOLTS SHALL HAVE SPECIAL INSPECTION. 3. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER AND CONFORM TO THE A.W.S. SPECIFICATIONS, USE LOW HYDROGEN ELECTRODES E70XX FOR ALL WELDING 4. ALL STEEL EXPOSED TC WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 5. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. ALL FIELD WELDING, EXCEPT MINOR OR TACK WELDING, SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR. 6. ALL BOLTS FOR STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES FOR CONNECTIONS WILL NOT BE PERMITTED. 7. PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALLSTEEL CONNECTIONS. B. PROVIDE BEVELED WASHERS UNDER NUTS AT STEEL CONNECTIONS, WHEN THE BEVEL EXCEEDS 1:20. 9. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN BASE PLATES. 10. ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXAGONAL NUTS. 11. STRUCTURAL STEEL MEMBERS TO BE FIREPROOFED NEED NOT BE PAINTED. 12. ALL STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500, GRADE "B". ALL STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B". 13. ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3" MIN. BETWEEN BOLTS AND 1 1/2" MIN. EDGE DISTANCE, UNLESS NOTED OTHERWISE. 14. ALL STUDS WELDED TO STEEL BEAMS AND COLUMNS SHALL BE NELSON STUDS OR OTHER APPROVED MFG. 15. DRY PACK FOR BASE PLATES SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 17. DRYPACK SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. STRUCTURAL STEEL NOTES CAL WEST ENGiNEE1:21NG 0 3.03 CW304 LUMBER 1. ALL STRUCTURAL LUMBER. SHALL BE GRADED IN ACCORDANCE WITH THE "GRADING AND DRESSING RULES 016 OF THE WEST COAST LUMBER INSPECTION BUREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL BE RE—TIGHTENED PRIOR TO ! APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NCTED OR DETAILED. l 6. 2X SOUD BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 7. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR,GLUE AND CONFORM TO PS -1-83. EACH SHEET SHALL BE IDENTIFIED WITH AN A.P.A. GRADE TRADE MARK. SEE DRAWINGS FOR GRADE AND THICKNESS. B. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE. 9. ALL JOIST HANGERS SHALL BE "SIMPSON", "ARCH—RIB" OR AN APPROVED EQUAL 10. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS nR—LARCH OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS; STUDS, PLATES, BLOCKING 24, 34, 4x6, 3x8, 4x8 ..................................................... #2-1250f ' SPUDS, PLATES, BLOCKING 20. 30, 44......................:.............................................. #2-1450f BEAMS, STRINGERS 6x do LARGER MEMBERS ...................................................... #1-1300f POSTS do MULLIONS............................................................. SEL STRUCT.— 1500f ROOF PLANKING k DECKING .................................................. COM. DEX.— '1450f JOISTS do PLANKING 2x,3x, do 4x MEMBERS 6" do WIDER .................:......:........ 1— 1500f RAFTERS, INCLUDING 2x4, 3x4, do 4x4 ..................................#.1— 1750f BOARDS, SHEATHING & STRIPPING ....................................... CONST. GRADE SILLS, PLATES, SLEEPERS, POSTS OR WOOD IN CONTACT WITH CONCRETE .................................... CONST. GRADE WHICH IS IN CONTACT WITH EARTH .......................................... PRESSURE TREATED 11. ALL NAILS SHALL BE COMMON -WIRE AND CONFORM TO TABLE NO. 25—G OF THE 91' U.B.C. 12. WHERE LAG SCREWS ARE USED. PREDRILL HOLE FOR SHANK THE SAME DIAMETER AS THE SHANK, AND 759 SHANK DIAMETER FOR THE THREADED PORTION. SCREWS SHALL BE INSERTED WITH THE TURN OF A WRENCH. DRIVING WITH A HAMMER WILL NOT BE PERMITTED LUMBER NOTES 3.04 CAL WEST ENGINEERING 1 CW305 TRUSSES 1. ALL TRUSSES SHALL BE MANUFACTURED BY TRUS JOIST MACMILLIAN PER NER-119, NER-128, NER 200. 2. THE TRUSS MANUFACTURER SHALL SUBMIT ALL SHOP DRAWINGS , AND CALCULATIONS FOR ALL TRUSSES SUPPLIED TO THE ENGINEER AND ARCHITECT OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 3. THE TRUSS MANUFACTURER SHALL PROVIDE, ALL BLOCKING, BRACING, CUPS, BRIDGING, WEB FILLERS AND HANGER FOR TRUSSES SUPPLIED. 4. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR ALL ADDITIONAL LOADINGS AS MAY OCCUR FROM MECHANICAL EQUIPMENT PARAPETS, STUCCOED SOFFITS, DRAG AND SHEAR TRANSFER CONDITIONS, POT SHELVES, HUNG CEILINGS, OUTRIGGERS, ETC.. 5. THE DESIGN LOADS OTHER THAN ABOVE FOR THIS PROJECT ARE AS FOLLOWS. FLAT ROOF: PITCHED ROOF: LIVE = 20 psi 20 psf**, DEAD = 15 psf 19 psf LIVE LOADS ARE REDUCIBLE **16 psf FOR SLOPES GREATER OR EQUAL TO 4:12 6. APPROVED TRUS JOIST SHOP DRAWINGS ARE TO BE STRICTLY ADHERED TO BY CONTRACTOR AS IF A PART OF THE APPROVED DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ENGINEER IMMEDIATELY IF CONFLICTS BETWEEN TRUSS SHOP DRAWINGS AND THE WORKING DRAWINGS EXIST. TRUSS NOTES JA CAL WAST ENGINEERING 3.05 CW306 G E NERAL NAILING NOTES 1. NAILS SHALL BE `DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOENAILS. 2. PRE—DRILL FOR ALL NAILS 20d OR LARGER. 3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. TABLE NO. 25—Q AND TABLE NO T21— 25P. 4. SEE PLANS FOR LOCATION OF BLOCKED PLYWOOD DIAPHRAGMS. G L OE— LAMINATED BEAM S 1. GLUED—LAMINATED BEAMS SHALL BE .COMBINATION "24F—V4 FOR V4 DF/DF FOR SIMPLE SPANS INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. N 2. EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER. 3. ALL STRUCTURAL GLUED—LAMINATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY —PROVIDE CERTIFICATE OF INSPECTION T0. THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURAL GLUED—LAMINATED LUMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED IN SECTION 5006.(0) OF THE UNIFORM BUILDING CODE. 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL BE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING SHALL BE PROVIDED DURING ERECTION. 7. THE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. 8. ALL GLUED—LAMINATED BEAMS SHALL BE FABRICATED WITHOUT CAMBER UNLESS NOTED OTHERWISE ON DRAWINGS. MICRO — LA -MS 1. ALL MICRO LAMS SHALL BE 1.8E AS MANUFACTURED BY TRUS JOIST PER NER-126. 2. MULTIPLE MICROLAMS SHALL BE NAILED OR BOLTED TOGETHER PER TRUS JOIST REQUIREMENTS. H A R D W A R E 1. ALL HARDWARE SHALL BE SIMPSON STRONG TIE PER .NER-209, NER-393, NER-413, NER-421, NER-432, NER-443, NER-469, " ICBO R.R. NO. 1258, 1211, 4448, 4935. 2. ALL SHOT PINS, INSERTS, AND EXPANSION ANCHORS SHAT! BE HILTI PER ICBO R.R: NOS. 4016, 4419, 1627, 1290. NAILING-GLB-MICROLAM NOTES CAL WEST ENGINEERING CW307 !' COMMON WIRE N AILS 1. JOIST OR RAFTERS AT ,ALL BEARINGS TOE NAIL EACH SIDE .......................................... 3-8d 2. BRIDGING TO JOIST TOE NAIL EACH END ........................................... ' 2-8d 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST FACENAIL............................................................... 2- ad 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST FACENAIL............................................................... 3- ad 5. 2" SUBFLOOR TO JOIST OR GIRDER BUND AND FACE NAIL ...................................... 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING FACENAIL............................................................... 16d at 16" a/c 7. TOP PLATE .TO STUD I ENDNAIL..................................................................2-16d 8. STUD TO SOLE PLATE TOENAIL...................................................................4-8d 9. DOUBLE STUDS FACE NAIL....................................................::......... 16d at 24" a/c 10. DOUBLE TOP PLATES FACENAIL............................................................... 16d at 16" a/c 11. TOP PLATES, LAPS do INTERSECTIONS FACENAIL............................................................... 2-16d 12. CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE ............................................. 16d at 16" a/c 13. CEILING JOIST TO PLATE TOENAIL..................................................................3-8d 14. CONTINUOUS HEADER TO STUD TOENAIL..................................................................4-8d 15. CEILING JOISTS, LAPS OVER PARTITIONS FACENAIL............................................................... 3-16d 16. CEILING JOISTS TO PARALLEL RAFTERS FACENAIL.............................................................. 3-16d 17. RAFTER TO PLATE TOENAIL..................................................................3-8d 18. 1" BRACE TO EACH STUD AND PLATE FACENAIL................................................................ 2-8d 19. 1" X 8" SHEATHING OR LESS TO EACH BEARING FACENAIL............................................................... 2-8d 20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING FACENAIL............................................................... 3-8d 21. BUILT-UP CORNER STUCK ........................................... 16d at 24" a/c 22. BUILT-UP GIRDER do BEAMS AT TOP AND BOTTOM STAGGER ............................ 20d at 32" a/c AT ENDS & AT EACH SPLICE...................................2-20d 23. 2" PLANKS AT EACH BEARING ..................................... 2-16d 24. BLOCKING BETWEEN JOISTS OR RAFTERS TO JOIST OR RAFTERS TOE NAILS, EACH SIDE ............................................ 2-10d TO JOIST OR RAFTER BEARINGS TOE NAILS, EACH SIDE .......................................... 2-10d 25. JOISTS OR RAFTERS TO SIDES OF STUDS, - 8" OR LESS.............................................................. 3-16d FOR EACH ADDITIONAL 4' IN DEPTH OF JOIST...................................................................:......1-16d 26. BLOCKING BETWEEN STUDS, - EACHEND.................................................:............... 2-16d OR 2-10d TOENAILS 27. RIBBONS TO STUDS VRIBBONS ................................................. :............. 2-16d 2". RIBBONS.............................................................. 2-16d NAILING SCHEDULE CAL WEST ENGINEERING 3.07 CW308 NOTES: 1. ALL EDGES OF PLYWOOD SHEAR PANEL MUST BE BLOCKED W/ 2X SOLID BLOCKING. 2. PLYWOOD PANELS WITH HEIGHT TD WIDTH RATIO EXCEEDING 3-1/2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 3. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 1-1/2 TO 1 SHALL BE BLOCKED. 4. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 5. ARCHITECT SHOULD SPECIFY MANUFACTURER AND TYPE OF LATH --------- >DENOTES SHEAR PANEL BOTH SIDES THE ANCHOR BOLT SPACING FOR DOUBLE SIDED SHEAR PANELS SHALLi BE 1/2 THE SPACING FOR SINGLE SIDED PANELS SEE TABLE ABOVE 6. FRAMING SHALL BE 3 IN. OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 IN. ON CENTER AND WHERE 10d NAILS HAVING PENETRATION INTO FRAMING MORE THAN 1 5/8 IN. ARE SPACED 3 IN. 0/C. 7. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF THE WALL AND NAIL SPACING IS LESS THAN 6" 0/C, PANEL JOINTS SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X NOMINAL W/ NAILING STAGGERED ON EACH SIDE. 8. ALL PLYWOOD APA RATED EXPOSURE I,STRUCT II, PS1-83. SHEAF WALL SCHEDULE CAL VVEST.,ENGINEERING SHEAR WALL SCHEDULE DESCRIPTION MAX LOAD PLF ANCHOR BOLT SPACING SILL PLATE NAIL SPACING 1/4" DIA 5/11" DLk , A. 3/8 APA RATED SHEATHING EXP 1 W/ Bd NAILS O -284 32 58 8 6" o% AT EDGES AND 12" o/c FIELD 0528 16 24 3 (TABLE 25—K U.B.C.) B. 3/8 APA RATED SHEATHING EXP 1 W/ Bd NAILS O 384 24 32 4 4" o/c AT EDGES AND 12" o/c FIELD '768 8 18 2 (TABLE 25—K U.B.C.) C. 3/8 APA RATED SHEATHING EXP 1' W/ Bd NAILS O 490 16 30 2 2 ROWS 3" o/c AT EDGES AND 12" o/c FIELD 6980 __ 12 2 (TABLE 25—K U.B.C.) D. 3/8 APA RATED SHEATHING EXP 1 W/ Bd NAILS O 638 8 24 2 2 ROWS 2" o/c AT EDGES AND 12" o/c FIELD 01272 -- 12 2 (TABLE 25—K U.B.C.) NOTES 6 & 7 E 1/2 APA RATED SHEATHING EXP 1 W/ iDd NAILS O 870 8 18 2, 2 ROWS 2" o/c AT EDGES AND 12" o/c FIELD 0.1740 __ 6 2 (TABLE 25—K U.B.C.) NOTES 6 & 7 F. 1/2" OR 5/8" DRYWALL W/ 6d. COOLER NAILS 50 72 72 18 O 7' o/c EDGES Ai FIELD (TABLE 47-1 U.B.C.) 0100 72 72 8 G. 1/2" OR •5/B" DRYWALL W/ 6d COOLER NAILS 63 72 72 12 O 4" o/c EDGES k FIELD (TABLE 47=1 U.B.C.) 0125 72 72 . 6 H. 1/2" BLOCKED DRYWALL 2/ Sd COOLER NAILS 75 72 72 .8 O 4" o/c EDGES k FIELD (TABLE 47-1 U.B.C.) 0150 60 72 4 J. 5/8" BLOCKED DRYWALL W/ Bd COOLER NAILS B8 72 72 B O 4" o/c EDGES & FIELD (TABLE 47-1 U.B.C.) 0175 56 72 4 K. 7/8" STUCCO OVER BACKED LATH W/18 GAUGE 180 58 72 B STAPLES O 6" o/c AT TOP O BOTTOM PLATES, •360 24 40 4 EDGES, do FIELD OF WALL (TABLE 47-1 U.B.C.) L 7/8" STUCCO OVER BACKED LATH W/16 GUAGE 325 24 40 4 STAPLES* 3" o/c AT TOP d: BOTTOM PLATES; 0650 B 24 2 EDGES, & FIELD OF WALL (TABLE 47-1 U.B.C.) (I.C.B.O. REPORT NO. 1823/1318) NOTES: 1. ALL EDGES OF PLYWOOD SHEAR PANEL MUST BE BLOCKED W/ 2X SOLID BLOCKING. 2. PLYWOOD PANELS WITH HEIGHT TD WIDTH RATIO EXCEEDING 3-1/2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 3. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 1-1/2 TO 1 SHALL BE BLOCKED. 4. STUCCO/DRYWALL PANELS WITH HEIGHT TO WIDTH RATIO EXCEEDING 2 TO 1 SHALL NOT BE CONSIDERED EFFECTIVE. 5. ARCHITECT SHOULD SPECIFY MANUFACTURER AND TYPE OF LATH --------- >DENOTES SHEAR PANEL BOTH SIDES THE ANCHOR BOLT SPACING FOR DOUBLE SIDED SHEAR PANELS SHALLi BE 1/2 THE SPACING FOR SINGLE SIDED PANELS SEE TABLE ABOVE 6. FRAMING SHALL BE 3 IN. OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 IN. ON CENTER AND WHERE 10d NAILS HAVING PENETRATION INTO FRAMING MORE THAN 1 5/8 IN. ARE SPACED 3 IN. 0/C. 7. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF THE WALL AND NAIL SPACING IS LESS THAN 6" 0/C, PANEL JOINTS SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X NOMINAL W/ NAILING STAGGERED ON EACH SIDE. 8. ALL PLYWOOD APA RATED EXPOSURE I,STRUCT II, PS1-83. SHEAF WALL SCHEDULE CAL VVEST.,ENGINEERING CW309 12 EN _ 2x SHEAR BIKG. U. 16d BETWEEN- 48" MIN LAP-TYP JOIST OR \ ODBL P W.N.O. - RFTR PER PLAN \\ .-� - - o-- HEADER MAY BE USED AS LOWER TOP P AE A35 O EXT (3)16d -� REO'D BY OPENING HT. OPENINGS — 4x8 TO 8' SPAN 400 TO 12' SPAN 412 TO 16' SPAN (LIKE SIZF IN 2x6 -- FRAMING) U.N.O. HEADER—(3)18d TRIM STUD OR PER PLAN POST IF NOTED _ 16d —_ A35 012" -- — DBL FULL HT STUDS TYP U.N.O. SINGLE FULL HT 012" STUD 0 INT OPNGS TRIM STUD UP TO 8'-0" -- SINGLE PIECE Pa L O WINDOW SILL T&S STUD WALL AND- HEADER FLAMING l6d TO MATCH PLY NAIL SPACING & 12" MIN _ �_WAI.L EN EN 16d a 12" oc TN STUD WALL EN PER SW SCHED \ — PLY SHTG ted O 12" . oa TYP J_ I I HOWOWN (HD) =� STUD WALL PLY SHTG PLAN VIEW OF STUD WALL WALL INTERSECTIONS. B 3.09 CAI WEST ENGINEERING CW3010 STC CUP O 4' oc — (EA SIDE O BM) PLY SITNG — -------'�--SIRUCT FRMG ---o— \�----j----- RI WA —2x STRIPPING - NAIL TO JSTS -STUD WALL --- W/ STRIPPING PERPENDICULAR W/O STRIPPING STC CUP O 4'oc 18D O EA i' S1TMG .,.\ ROOF EN TO BLN' PIECE SIRIPPING —STRUCT FRMG - —2x STRIPPING - NAIL TO JSTS 2x BLKG O 4' oc — STUD WALL ----..__ W/ STRIPPING IMPARALLELXX 1 W/O STRIPPING NON BEADING STUD WALL BPACING DBL FRMG MEMBERS ES OPNG WHERE FRMG IS --� INTERUPTED U.N.O. \ 2x FLAT BLKG U.N.O. PLAN . =- MATCH TYP. FRMG 3 . \ — W/ HGR EE (U.N.O.) -I OPENING ; # b HGR \` I L ROOF PEN TO MEMBER - O EDGE OF OPENING — FOR LENGTH OF STRAP— -� -- —. - -I - HOLE IN DIAPHRAGM Oft SHEAQ WALL B' CAL WEST. ENGINEERING 3.0110 i CW3011 —IBOUNDARY -1 2'-0" MIN." SHEET WIDTH g \ \(TYP.) TRUSSES OR --� JOISTS EDGE OF. PLYWOOD SHEETS op INTERMEDIATE BEARING �+ (FIELD). --4 PLYWOOD PER PLAN NOTES: 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST OR TRUSSES. 2. STAGGER PLYWOOD END JOIST (2'-0" MIN.) AS SHOWN. 3. NAILING SHALL BE AS FOLLOWS WITH 10d. NAILS, UNLESS NOTED OTHERWISE: BOUNDARY -6" O.C. at ROOF PERIMETER, PLATE LINES, CHORDS, STRUTS, & AS CALLED FOR ON PLANS. EDGE -6" O.C. at ALL BEARING ENDS OF EACH PLYWOOD SHEET. FIELD- 12"�D.C. at ALL INTERMEDIATE BEARINGS. 4. ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF (3/8") 5. ALL JOIST & TRUSSES SHALT. BE LAID OUT IN A 4'-0" MODULE TO COINCIDE NTH PLYWOOD PATTERN. 6. NAILING SHALL BE INSPECTED PRIOR TO COVERING. • 10" AT FLOORS UNBLOCKED DIAPNG2AGM A CAL WEST ENGINEERING 3.011 CW3012 x " BOUNDARY :1 2'—O MIN. SHEET WIDTH % 44(TYP.) 2 x 4 FLAT BLK'G W/ SIMPSON Z CLIPS � (TYP.) TRUSSES OR � JOISTS . , N > .. ' — - - — - EDGE OF PLYWOOD . — SHEETS N ^(INTERMEDIATE BEARING (FIELD). f T —(PLYWOOD PER PLAN NATES:l 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST OR TRUSSES. 2. STAGGER PLYWOOD END JOIST (2'-0" MIN.) AS SHOWN. 3. NAILING SHALL BE AS FOLLOWS WITH 10d NAILS, UNLESS NOTED_ OTHERWISE: ' BOUNDARY -6" O.C. at ROOF' PERIMETER, PLATE LINES, CHORDS, STRUTS, do .AS CALLED FOR ON PLANS. EDGE -6" O.C. at ALL" BEARING ENDS do EDGES OF EACH PLYWOOD SHEET. FIELD— 12" O.C. at ALL INTERMEDIATE BEARINGS. 4. ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF (3/8"). 5. ALL JOIST & TRUSSES SHALL BE LAID OUT IN.A 4'-0" MODULE TO COINCIDE WITH PLYWOOD PATTERN. 6. NAILING SHALL BE INSPECTED PRIOR TO COVERING. * 10" AT FLOORS BLOCKED DIAPHRAGM A U12 CAL.- VVEST ENGINEEf 21NG 3 CW3013 FA Q XTEND PLYWOOD AS INDICATED ON SECTIONS & DETAILS. G �; �ITOP PLATES f(TYP.) 3 x BLK'G at UNSUPPORTED EDGE S. --I PROVIDE WOOD POST at LHOLDOWN ANCHORS. ((TYP.) EDGE NAILING. ((TYP.) FIELD NAILING. ^-12 x BLK'G at OPENING. �� .(EDGE NAIL ALL .SIDES •OF. OPENING. I WHERE OCCURS D. (HOLDOWN, WHERE CALLED . FOR ON PLANS. f(TYP.) 3 x BLK'G at UNSUPPORTED EDGE " JEDGE NAILING at SILL NOTES: PLATES. 1. ALL NAILS SHALL HAVE A MINIMUM 3/8" EDGE DISTANCE. 2. PROVIDE 2 x STUDS & BLOCKING AT ALL PLYWOOD JOINTS,. UNLESS NOTED OTHERWISE. 3. EDGE NAIL PLYWOOD TO ALL 4x OR LARGER POST OR COLUMNS. 4. LONG DIRECTION OF PLYWOOD SHEETS TO RUN PARALLEL TO STUDS, UNLESS AN ALTERNATE PROPOSAL IS SUBMITTED TO & APPROVED BY THE ARCHITECT. 5. REFER TO THE SHEAR WALL SCHEDULE IN THE DETAIL BOOK FOR ADDITIONAL NOTES, SHEAR WALL MAKE UP, AND ANCHOR BOLT SPACING. 6. SHEATH ALL EXTERIOR WALLS PER SHEARWALL TYPE U.N.O. SNEAK- -WALL 0 CAL WEST ENGINEEf�ING 3.013 S. --I PROVIDE WOOD POST at LHOLDOWN ANCHORS. ((TYP.) EDGE NAILING. ((TYP.) FIELD NAILING. ^-12 x BLK'G at OPENING. �� .(EDGE NAIL ALL .SIDES •OF. OPENING. --`-OPENING, WHERE OCCURS D. (HOLDOWN, WHERE CALLED FOR ON PLANS. " JEDGE NAILING at SILL NOTES: PLATES. 1. ALL NAILS SHALL HAVE A MINIMUM 3/8" EDGE DISTANCE. 2. PROVIDE 2 x STUDS & BLOCKING AT ALL PLYWOOD JOINTS,. UNLESS NOTED OTHERWISE. 3. EDGE NAIL PLYWOOD TO ALL 4x OR LARGER POST OR COLUMNS. 4. LONG DIRECTION OF PLYWOOD SHEETS TO RUN PARALLEL TO STUDS, UNLESS AN ALTERNATE PROPOSAL IS SUBMITTED TO & APPROVED BY THE ARCHITECT. 5. REFER TO THE SHEAR WALL SCHEDULE IN THE DETAIL BOOK FOR ADDITIONAL NOTES, SHEAR WALL MAKE UP, AND ANCHOR BOLT SPACING. 6. SHEATH ALL EXTERIOR WALLS PER SHEARWALL TYPE U.N.O. SNEAK- -WALL 0 CAL WEST ENGINEEf�ING 3.013 CW3014 L/2 MAX _D/ MAX D MIN 1 o z — --L�- - - o • / r --... - - MEMBER k HOLE' = JOIST OR BEAM o I D -DEPTH OF JOIST OR BEAM D' -STUD IMDTH {- L -CLEAR SPAN ` —,D*/3 MAX X i NOTE: DO NOT NOTCH OR DRILL STUDS AND JSTS WITHIN —�• D' OR 0 OF KNOTS IN. W000 HOLES IN STUDS -JOISTS -BEAMS A — (TYP.) 16d at 18" O.C. 20-16d EA. — - -- SIDE OF SPLICE at 2" O.C. MIN. SPACING STAGGER EA. . SIDE OF PLATES. _ - 4'-d' MIN. -LAP --- - �\ i(TYP.) 2-2x TOP PLATES. STUD OR MULLION BELOW (EA. SPLICE (IYP.). ' TYPICAL DOUBLE- TOP PLATE SPLICE B CAL_ WEST.-. ENGINEERING 3.1 1)4 CW3015 1 I 1 CW3017 3 ,a 'rte .�.3�.. ��. _ F :. 314 , SIL 1� l CAL WEST ENGINEERING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 �s TITLE 24 ENERGY CALCULATIONS Carole Christensen, Analyst TITLE -24 EAWR GY CALCULA TIONS ENERGY CALCULATIONS FOR: Cherokee Homes 79-811 Country Club Dr., B8 Bermuda Dunes, CA 92201. PROJECT: 4066 sq.ft. Custom Home Project Address: Lot 38, The Enclave La Quinta, CA , Standard Proposed Compliance 37.74 37.63 +0:11 Dual Low E glazing, Vinyl framed, Standard Drape Walls R-21, Roof R-38 Duct R-6; AFUE 78; A/C SEER 12.0; One 50 gal gas water heater One 75 gal gas water heater Three HVAC Zones Table of Contents CF -1R MF -1R C -2R C -3R HVAC Sizing CF -6R to be posted and completed on site when equipment is installed Fenestration and Water Heater specifications 47-S961,ake Canyon Drive, Aguanga, CA 925.?6 79- 7.3.7 Country Club Drive, Bermuda Dunes, CA 9220/ .1-800-735-8152 L_ � [ABLE OF CONTENTS TOC froj ec . t Title.......... Cherokee Plan 4066 8/94 Date.:...... 08/09/94 roject Address........ Lot 38, The Enclave La Quinta, CA Documentation Author... Carole Christensen Building Permit ompany...............t Carole Christensen, EA elephone.... 1-800-735-8152 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date Timate Zone.. ...... 15 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -TOC User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 TABLE OF CONTENTS Report ' Page FORM CF -1R ............. ..... 1 FORM MF -1R ................ 5 FORM C=2R... ............... . 7 FORM C -3R ................. .13 HVAC SIZING..: .......... 16 1 IERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 roject Address........ Lot 38, The Enclave La Quinta, CA Documentation Author... Carole Christensen Building Perm -11-7 ompany................ Carole Christensen, EA elephone.. 1-800-735-8152 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 15 C r IJP, 1 1 Field Check/ Da e MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15892 Program -FORM CF -1R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6* GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.. ...... Floor Construction Type.... 4066 sf Single Family Detached New Front Facing 0 deg (N) 1 Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Wall Wall Door Roof S1abEdge S1abEdge S1abEdge S1abEdge rientation R-21 R=21 R-0 R-38. R-0 R-0 R-0 R=0 Window Left (E) oor Left (E) indow Left (E) indow Back (S). indow Back (S) indow Back (S) indow Right (W) Window Right (W) es Right (W) lindow indow Back (SW) oor Right (W) Window Front (N) indow Left (E) indow Back (S) indow Back (S) 0.059 0.055 0.330 0.035 0.900 0.720 0.550 0.500 Location/Comments front, left, Corner, back, right to garage, To solid wood attic/vaulted to outside to outside to garage, to to garage, to garage mech mech FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing (sf) Value es Description Shading Fins Type 16.0 0.400 2 Drapes.Std None Yes Vinyl 48.0 0.400 2 Drapes.Std None Yes Vinyl 20.0 0.400 2 Drapes.Std None Yes Vinyl 60.0 0.380 2 Drapes.Std Bldg Shade None Vinyl 45.0 0.380 2 Drapes.Std Bldg Shade None Vinyl 15.0 0.400 2 Drapes.Std Bldg Shade None Vinyl 30.0 0.380 2 'Drapes.Std Bldg Shade .None Vinyl 75.0 0.380 2 -Drapes.Std Bldg Shade None Vinyl 15.0 0.400 2 Drapes.Std Bldg Shade None Vinyl 30.0 0.400 2 Drapes.Std Bldg Shade None Vinyl 48.0 0.400 2 Drapes.Std Bldg Shade None Vinyl 21.0 0.400 2 Drapes.Std None Yes Vinyl 38.0 0.380 2 Drapes.Std Bldg Shade None Vinyl 60.0 0.380 2 Drapes.Std Bldg Shade None Vinyl 76.0 0.380 2 Drapes.Std Bldg Shade None Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen, EA, Run-DVn1LoE78.12.R21.38.6 trienta'tion Exposed indow Back (S) Location/Comments indow Back (S) # of indow Back (8) Window Front (N) U- indow Front (N) hang/ indow Front (N) es indow Right (W) Window Front (N) 2 Drapes.Std Left (E) None tindow indow Left (SE) oor Left (SE) Window _ Left (SE) indow Left (SE) indow Back (S) Window Back. (S) 0.380 indow Back (SW) R-6 Setback " Back (SW) 0.380 Window Window Back (SW) Window Right (W) 16.5 indow Right (W) None indow Right (W) 14.0 indow Right (W)' - Window. Right (W) Vinyl 60.0 0.400 Area Thickness Type Exposed FENESTRATION (sf) (in) Location/Comments SlabOnGrade Yes # of Interior kit.fam.hall.pwdr.svc SlabOnGrade Over - Area U- Pan- Shading/ Exterior hang/ Framing (sf) Value es Description Shading Fins Type 71.3 0.380 2 Drapes.Std Bldg Shade None Vinyl 16.0 0.380 2 Drapes.Std None YesVinyl 15.0 0.380 2 Drapes.Std None Type Efficiency Yes Vinyl 76.0 0.380 2 Drapes.Std None R-6 Setback Yes Vinyl 16.0 0.380 2 Drapes.Std None 0.780 Yes Vinyl 16.5 0•.380 2 Drapes.Std None Attic Yes Vinyl 14.0 0.400 2 Drapes.Std Bldg Shade None Vinyl 60.0 0.400 2 Drapes.Std None Yes Vinyl 30.0 0.380 2 Drapes.Std Bldg Shade None Vinyl 37.5 0.380 2 Drapes.Std Bldg Shade None Vinyl 40.0 0.400 2 Drapes.Std Bldg Shade None Vinyl 15.0 0.380 -2 Drapes.Std None None Vinyl 6.0 0'.380 2 Drapes.Std None Yes Vinyl 30.0.0.380 2 Drapes.Std None None Vinyl 12.0 0.380 2 Drapes.Std None Yes Vinyl 15.0 0.380 2 Drapes.Std None. None Vinyl 6.0 0.380 2 Drapes.Std None Yes Vinyl 3.0 0.720 1 None None Yes None 30.0 0.380 2 Drapes.Std None None Vinyl 12.0 0.380 2 Drapes.Std None Yes Vinyl 15.0 0.720 1 None None Yes. None 36.0 0.720 1 None None Yes None 32.0 0.720 1 None None Yes None THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 911 3.5 kit.fam.hall.pwdr.svc SlabOnGrade No 395 3.5 cabinets.framing.exercis SlabOnGrade Yes 274 3.5 ent.hall.bath3 SlabOnGrade No 871 3.5 din.bed2.liv. SlabOnGrade )Yes 198 3.5 hallbth2.toilet SlabOnGrade No 1417 '3.5 Master Ste.bed3 HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas 0.780 AFUE Attic R-6 Setback AirCond 12.00 SEER Attic R-6 Setback. Gas 0.780 AFUE Attic R-6 Setback AirCond 12.00 SEER Attic R-6 Setback Gas 0.780 AFUE Attic R-6 Setback AirCond 12.00 SEER Attic R-6 Setback FICATE OF'COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12'.R21.38.6 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value GAS:50 rStorage Gas Standard 1 0.54 EF 50 R-12 GAS:75 Large Gas Standard 1 n/a 75 R-12: ' SPECIAL FEATURES/REMARKS Milgard Dual, Vinyl, LowE glazing. specification's attached - c-----------------------####-------------------------- one 1 = Master Suite/Bedroom2/ Hall, one'2 Ent/ Liv/ Din/ Bed 3/ Hall ,Zone 3 = Kit/ Fam/ Laund/ Hall lu IFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 I. MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM CF -1R* ' User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 License. Signed.. a e ENFORCEMENT AGENCY Name..... Title.. Agency.. Phone... Signed... (date) i r Signed.. (date) COMPLIANCE STATEMENT' This certificate of compliance lists the building'features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by.the individual with overall design _ responsibility. When this certificate of compliance is, submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks.section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Don Howard Name.... Carole Christensen Cherokee Custom Homes- Company. Carole Christensen, EA �Company. -Address. 79-811 B Country Club Dr. Address. 47-596 Lake Canyon.Dr. Bermuda Dunes CA 92201 1 . Aguanga, CA 92536 _. Phone... (619) 345-6225 Phone... 1-800-735-8152 License. Signed.. a e ENFORCEMENT AGENCY Name..... Title.. Agency.. Phone... Signed... (date) i r Signed.. (date) MANDATORY MEASURES CHECKLIST:.RESIDENTIAL Page 5 MF -1R Project Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 Project Address........ Lot 38, The Enclave La Quinta, CA Documentation Author... Carole Christensen' Building Permi fompany ................ Carole Christensen, EA elephone.............. 1-800-735-8152 Plan Check Da e Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 15 Field Check/ Date MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM MF -1R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 Lowrise residential buildings subject to the Standards must contain these easures regardless of the compliance approach used. Items marked with an sterisk (*) may be superseded by more stringent compliance requirements listed n the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as tending minimum component performance specifications for the mandatory measures hether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES ' Design- Enforce- er. ment *150(a): Minimum R-19 ceiling insulation. U15050(b): Loose fill insulation manufacturers labeled R -Value. (c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). 150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b.'Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door . b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. a TORY MEASURES CHECKLIST:.RESIDENTIAL Project Title.......... Cherokee Plan 4066 8/94 Page 6 MF -1R Date........ 08/09/94 MICROPAS4 x4.,02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM MF -1R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 SPACE CONDITIONING, WATER HEATING.AND PLUMBING SYSTEM MEASURES Design- Enforce- er went 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation .1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). '3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. 11150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 1.14: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace,. pool heater, spa heater or household cooking appliance have no continuously burning `pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k)• 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. 1 Design- Enforce- er ment 11 COMPUTER METHOD SUMMARY Page 7 C -2R roject Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 roject Address........ Lot 38, The Enclave. La Quinta, CA Documentation Author... Carole Christensen Building Permit ompany................ Carole Christensen,.EA elephone............ 1-800-735-8152 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date 'Timate Zone........... 15 1 r MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 2.64 2.19 0.45 Space Cooling.......... 28.67 29.01 -0.34 Water'Heating........ 6.43 6.43 0.00 Total 37.74 37.63 0.11 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type...... ...... Construction Type .. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data'Type.... *...... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area...... .... Ground Floor Area.... .... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 4066 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade (Package D) 3 44959 cf 4066 sf 4066 sf 4066.sf 29.5 1 of FA 11.1 ft s METHOD SUMMARY ject Title.......... Cherokee Plan 4066 8/94 Page 8 C -2R Date......:. 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area one Type (sf) (cf) Units itioned Type (ft) (sf) ZONE 1 ,Residence 1306 13060 0.32 Yes Setback 2.0 n/a ONE 2' Residence 1145 14633 0.28 Yes' Setback 2.0 n/a ONE 3 Residence 1615 17266 0.40 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ urfacesf ( ) v value - R val Azm Tilt Gains Reference Comments ,ONE 1 4 Wall 24 0.059 R-21 0 90 Yes W.21.2X6.16 front 15 Wall 510 0.059 R-21 90 90 Yes W.21.2X6.16 left 6 Wall 84 0.059 R-21 180 90 No W.21.2X6.16 back 7 Wall 74 0.059 R-21 270 90 No W.21.2X6.16 right �8 Wall 22 0.059 R-21 225 90 No W.21.2X6.16 Corner 19 Wall 105 0.055 R-21 0 90 No W.21.GARAGE To garage 1 Roof 1306 0.035 R-38 0 0 Yes R.38.2X4.24A attic/vaulted #ONE 2 8 Wall 117 0.059 R-21 0 90 Yes W.21.2X6.16. front 9 Wall 71 0.059 'R-21 90 90 No W.21.2X6.16 left '�0 Wall 98 0.059 R-21 180 90 No W:21.2X6.16 back 1 Wall 240 0.059 R-21 180 90 Yes W.21.2X6.16 back '12, Wall 106 0.059 R-21 270 90 No W.21.2X6.16 right 3 Wall 177 0.055 R-21 0 90 No W.21.GARAGE to garage 0 Door 60 0.330 R-0 0 90 Yes None solid wood 2 Roof 1145 0.035 R-38 0 0 Yes R.38.2X4.24A attic/vaulted ZONE 3 1 Wall 183 0.059 R-21 0 90 Yes W.21.2X6.16 front 2 Wall 262 0.059 R-21 90 90 No W.21.2X6.16 left 3 Wall 96 0.059 R-21 135 90 Yes W.21.2X6.16 Corner 4 Wall 30 0.059 R-21 180 90 Yes W.21.2X6.16• back Wall 68 0.059 R-21 225 90 Yes W.21.2X6.16 Corner �5 6 Wall 457 0.059 R-21 270 90 Yes W.21.2X6.16 right 7 Wall 41 0.059 R-21 315 90 Yes W.21.2X6.16 Corner. 23 Roof 1615 0.035 R-38 0 0 Yes R.38.2X4.24A attic/vaulted METHOD SUMMARY Project Title.......... Cherokee Plan 4066 8/94 Page 9 C -2R Date........ 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 Surface ZONE 1 24 S1abEdge 27 S1abEdge 30 S1abEdge 33 S1abEdge' ZONE 2 25 S1abEdge 28 S1abEdge 31 S1abEdge 34 S1abEdge ZONE 3 26 S1abEdge 29 S1abEdge 32 S1abEdge 35 S1abEdge urface 'ZONE 1 1 Window 2. Door 3 Window 4 Window 1.5 Window 6 Window 7 Window 8 Window 9 Window 0 Window 1 Door ZONE 2 2 Window 3 Window 14 Window 5 Window 6 Window 7 Window 18 Window '9 Window 0 Window 1 Window 22 Window MONE 3 3 Window 24 Window PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 49 0.900 R-0 No to outside 69 0.720 R-0 No to outside 10 0.550 R-0 No to garage 3 0.500 R-0 No to garage 17 0.900 R-0 No to outside 68 0.720 R-0 No to outside 10 0.550 R-0 No to garage 8 0.500 R-0 No to garage 8 0.900 R-0 No to outside 139 0.720 R-0 No to outside 3. 0.550 R-0 No to mech 8 0.500 R-0 No to mech Vinyl FENESTRATION SURFACES 270 # of Area Pan- Frame (sf) es Type Vent Open Type SC Sc Interior U- Act G1ass'Int' Shading/ value Azm Tlt Only Shade Description 16.0 2 Vinyl Slider 0.400 90 90 0.88 0.78 Drapes.Std 48.0 2 Vinyl Slider 0.400 90 90 0.880.78 Drapes.Std 20.0 2 Vinyl Slider 0.400 90 90 0.88 0.78 Drapes.Std 60.0 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std. 45.0 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.400 180 90 0.88 0.78 Drapes.Std 30.0 2 Vinyl Fixed 0.380 270 90 0.88 0.78 Drapes.Std 75.0 2 Vinyl Fixed 0.380 270 90 0.88 0.78 Drapes.Std 15.0 •2 Vinyl Slider 0.400 270 90 0.88 0.78 Drapes.Std 30.0 2 Vinyl Slider 0.400 225 90 0.88 0.78 Drapes.Std 48.0 2 Vinyl Slider 0.400 270 90 0.88 0.78 Drapes.Std 21.0 2 Vinyl Slider 0.400 0 90 0.88 0.78 Drapes.Std 38.0 2 Vinyl Fixed 0.380 90 90 0.88 0.78 Drapes.Std 60.0 2 Vinyl Fixed 0.380 180 90 0.88 Q..78 Drapes.Std 76.0 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std 71.3 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std 16.0 2 Vinyl Fixed 0.380 180 '90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std 76.0 2 Vinyl Fixed 0.380 0 90 0.88 0.78 Drapes.Std 16.0 2 Vinyl Fixed 0.380 0 90 0.88 0..78 Drapes.Std 16.5 2 Vinyl Fixed 0.380 0 90 0.88 0.78 Drapes.Std 14.0 2 Vinyl Slider 0.400 270 90 0.88 0.78 Drapes.Std 60.0 2 Vinyl Slider 0.400 .0 90 0.88 0.78 Drapes.Std 30.0 2 Vinyl Fixed 0.380 90 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Cherokee Plan 4066 8/94 Date........ 08/09/94 MICROPAS4 v4.02File-CHRKLT38 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christenseh,;EA Run-DVn1LoE78.12.R21.38.6 FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 25 Window 37.5 2 Vinyl Fixed. 0.380 135 90.0.88 0.78 Drapes.Std 6 Door 40.0 2 Vinyl Slider 0.400 135 90 0.88 0.78 Drapes.Std 7 Window 15.0 2 Vinyl Fixed 0.380 135 90 0.88 0.78 Drapes.Std 28 Window 6.0 2 Vinyl Fixed 0.380 135 90 0.88 0.78 Drapes.Std 9 Window 30.0 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std 0 Window 12.0 2 Vinyl Fixed 0.380 180 90 0.88 0.78 Drapes.Std 31 Window .15.0 2 Vinyl Fixed 0.380 225 90 0.88 0.78 Drapes.Std 32 Window 6.0 2 Vinyl Fixed 0.380 225 90 0.88 0.78 Drapes.Std Window 3.0 1 None Fixed 0.720 225 90 0.72 0.72 None 533 4 Window 30.0 2 Vinyl Fixed 0.380 270 90 0.88 '0.78 Drapes.Std -35 Window 12.0 2 Vinyl Fixed 0.380 270 90 0.88 0.78 Drapes.Std 36 Window 15.0 1 None Fixed 0.720 270 90 0..72 0.72 None 7 Window 36.0 1 None Fixed 0.720 270 90. 0.72 0.72 None 8 Window 32.0 1 None Fixed 0.720 270 90 0.72 0.72*None OVERHANGS AND SIDE FINS . Window -.Overhang. Left Fin Right Fin= Area Left Rght urface (sf) Hght Wdth Dpth Hght Ext Ext , Ext Dpth Hght Ext Dpth Hght ONE 1 1 Window 16.0 4.0 4.0 2.0 3.0 n/a n/a' n/a n/a 'n/a n/a n/a n/a 2 Door 48.0 8.0 6.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4.0 5.0 2.0 2.,0 *n/a n/a n/a n/a n/a n/a n/a n/a ZONE 2 2 Window 21.0 6.0 3.5 2.5 2.0 3.0 2.0 3.0 28.0 2.0 n/a n/a n/a 7 Window 16.0 2.0 4.0 2.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 2.0 7.5 2.5 1.0' n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 76.0 9.5 4.0 8.0 5.0 0.0 0.0 0.0 12.0 1.0 0.0 13.0 1.0 16.0 2.0 4.0 8.0 1..0 3.0 3.0 'n/a n/a n/a n/a n/a n/a C1NEWindow Window 16.5 2.9 6.0 8.0 1.0 8.0 8.0 n/a n/a. n/a n/a n/a n/a 3 23 Window 60.0 8.0 7.5 3.0 4.0 4.0 n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 2.0 3.0, 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 0 k Window 12.0 2.0 6.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a2 Window 6.0 2.0 3.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a ..33 Window 3.0 1.0 3.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a �i5 Window 12.0 2.0 6.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a X36 Window 15.0 1.0 15.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 36.0 6.0 6.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 32.0 8.0 -4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.0 3.5 4.0 MPUTER METHOD SUMMARY oject Title.......... Cherokee Plan 4066 8/94 Page it C -2R Date........ 08/09/94 MICROPAS4 x4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM C72R. User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 Minimum Duct EXTERIOR SHADING System Type Efficiency Location R -value Area Shading- SC of Surface (sf) Type Attic Ext Shade 0.839 AirCond ZONE 1 Attic R-6 0.827 ZONE 2 4 Window 60.0 Bldg Shade 0.20 R-6 0.839 5 Window 45.0 Bldg Shade 0.20 ZONE 3 6 Window 15.0 Bldg Shade 0.20 Attic R-6 7 Window 30.0 Bldg Shade 0.20 0.827 8 Window 75.0 Bldg Shade 0.20 9 Window 15.0 Bldg Shade 0.20 10 Window 30.0 Bldg Shade 0.20 11 Door 48.0 Bldg Shade 0.20 ZONE 2 ` 13 Window 38.0 Bldg Shade 0.20 14 Window 60.0 Bldg Shade 0.20 15 Window 76.0 Bldg Shade 16 Window 71.3 Bldg Shade .0.20 0.20 22 Window 14.0 Bldg Shade 0.20 ZONE 3 24 Window 25 Window 30.0 37.5 Bldg Bldg Shade Shade 0.20 0.20 ,. 26 Door 40.0 Bldg Shade 0.20 THERMAL MASS ' Area ThickHeat . Conduct - Surface ,MassType ,,Mass (sf) (in) Cap ivity R -value Location/Comments 1 1 S1abOnGrade 911 3.5 28.0 0.98 R-0.0 kit.fam.hall.i?wdr.svc S1abOnGrade 395 3.5 28.0 0.98 R-2.0 cabinets.framing.exercise ,-2 ONE 2 3 S1abOnGrade 274 .3.5 28.0 0.98 R-0.0 ent.hall.bath3 4 SiabOnGrade 871 1.5 28.0. 0.98 R-2.0 din.bed2.liv. 3 CONE 5.S1abOnGrade 198 3.5 28.0 0.98 R-0.0 hallbth2.toilet 6 S1abOnGrade 1417 3:5 28.0 0.98 R-2.0 Master Ste.bed3 HVAC SYSTEMS Minimum Duct Duct . Duct System Type Efficiency Location R -value Efficiency ZONE 1 Gas '0.780•AFUE Attic R-6 0.839 AirCond 12.00 SEER Attic R-6 0.827 ZONE 2 Gas 0.780 AFUE Attic R-6 0.839 AirCond 12.00 SEER Attic R-6 0.827 ZONE 3 Gas 0.780 AFUE Attic R-6 0.839 AirCond 12.00 SEER Attic R-6 0.827 WOMPUTER METHOD SUMMARY Page 12 C -2R Project Title.......... Cherokee Plan 4066 8/94 Date ......... 08/09/94 MICROPAS4 x4.02 File-CHRKLT3.8 Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value GAS.50 11, 1 Storage Gas Standard 1 0.54 50 R-12 GAS. 75 2 Large Gas Standard 1 n/a 75 R-12 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System. Efficiency Input Fraction R -value Light GAS.75 2 Large 0.759 n/a Btuh n/a R-n/a n/a SPECIAL FEATURES/REMARKS ilgard Dual, Vinyl, LowE glazing. specifications attached 1 IONSTRUCTION ASSEMBLY Page 13 3R roject Title.......... Cherokee Plan 4066 8/94 Date.:...... 08/09/94. MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 Reference Name . W.21.2X6.16 Description Wall R-21 2x6 16oc. Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction .... 0.15 'Sketch of Construction Assembly. IST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R-Value '0. FILM.EX Exterior air film: winter value 0.17 0.17 = 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 01.06 9.06 BATT.R21 R-21.batt insul (cavity = 5.5 in) 21.00 - ,13C. 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. -GYP.0.50 0.50 in gypsum or plaster board .0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total.Unadjusted R -Values 22.54. 6.,98 ` RAMING ADJUSTMENT CALCULATION cavity Framing Total I -Value: (1 / 22.54 x 0.85) + (1 / �otal R -Value: f 6.98 x 0.15) 0.059 Btuh/sf-F 1 / 0.059 = 16.89 sf-F/Btuh I A ON ASSEMBLY jecz TiL1e.......... uneroxee rlan 4Ubb u/J4 Page 14 3R Date........ 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 Reference Name W.21.GARAGE Description .... Wall R-21 2x6 16oc Type ...... Wall R -Value , ......... 21 sf-F/Btuh . Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ......0.12 #Sketch of Construction Assembly IST OF CONSTRUCTION COMPONENTS Material Cavity. Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.50 0.50*1n gypsum or plaster board •0.45 0.45 2. BLDG.PAPER Building paper (felt) 0.06 0.06 ' 3c. BATT.R21 R-21 batt insul (cavity =-5.5 in) 21.00 -- FIR.2X6.1 2x6 in fir framing -- 5.45 13f. 4. GYP.0.50 .0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN:WLL Inside air film: heat sideways 0.68 0.68 1 Total Unadjusted R -Values 22.81 7.25 • FRAMING ADJUSTMENT CALCULATION Cavity Framing Total -Value: (1 / 22.81 x 0.88) + (1'/ 7.25 x 0.12) = 0.055 Btuh/sf-F otal R -Value: 11 U , 1 / 0.055 = 18.14 sf-F/Btuh STRUCTION ASSEMBLY Page 15 3R ect Title ........... Cherokee -Plan 4066 8/94 Date........ 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6, Reference Name . R.38.2X4.24A Description .... Roof R-38 2x4 24oc Type ......... Roof R -Value ... 38 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 24 inches on center. Fraction ..... 0.07 Total Unadjusted R -Values Cavity Sketch of Construction Assembly IST OF CONSTRUCTION COMPONENTS 0.17 0.21 Material 0.06 0.06 0.62 Name Description -- 0. FILM.EX Exterior air film: winter value 1 1. SHNGL.CEMENT Asphault-cement shingles 0.61 2. BLDG.PAPER 'Building paper (felt) 3. PLY.0.50 0.50 in plywood 1.4f. 3.5 in & greater air space: heat flow up '14c.,AIR.RF.3.50 FIR..2X4 2x4 in fir framing 5c. BATT.R38.0 R-38 batt .insul (cavity > 11.25 in) 6. GYP.0.50 0.50 in gypsum or plaster board . L. FILM.IN.RF Inside,air film.: heat flow straight up Total Unadjusted R -Values Cavity Frame 9' -Value R -Value 0.17 0.17 0.21 0.21 0.06 0.06 0.62 0.62 0.80 -- -- 3.46 38.00. -- 0.45 0.45 0.61 0.61 40.92 5.58 RAMING ADJUSTMENT CALCULATION. Cavity Framing Total �U-Value: 1 40 + _ ( / .92 x 0.93) (1 / 5.5.8 x 0.07) 0.035 Btuh/sf-F total R -Value: C] 1 / 0.035 = 28.36 sf-F/Btuh jiVAC SIZING Page 16 HVAC roject Title...:...... Cherokee Plan 4066 8/94 Date........ 08/09/94 roject'Address........ Lot 38, The Enclave La Quinta, CA Documentation Author.'. Carole Christensen Building Permit ompany.............: Carole Christensen,.EA elephone.. • . 1-800-735-8152 , Plan Check Da e Compliance Method...... MICROPAS4 by Enercomp, Inc. Fie ?!heck/ Da e' ma -1 imatc 7.nno - - 1 K, . . MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -HVAC SIZING i User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.-R21.38.6 Latent Load ...................... n/a Minimum Total Load 78979 19373 116239 Note: The loads shown are only one of'the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin,'etc., must also' be considered.. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 1. 1 GENERAL INFORMATION Floor Area ................. 4066 sf Volume.. ........... 44959,cf Front Orientation........ . Front Facing 0 deg (N) Sizing Location.... ..::::: INDIO Latitude. ....... 33.7 degrees Winter Outside Design...... 29 F' Winter Inside Design........ Summer Outside Design...... 70 F -112 F Summer Inside Design....... 78•F Summer Range..... .. ..... 30 F Interior Shading Used...... Exterior Shading Used...... No No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling . Description- (Btuh) (Btuh) Opaque -Conduction and Solar...... 25106 13043. Glazing Conduction ............... Glazing Solar .:::::::::::..:::::: .20182 n/a 16737" 40019 Infiltration.. 26511 15711 Internal Gain ....... ......'... .. n/a 2550 Ducts ............ ............... Sensible -Lo ad..................... 7180 78979 8806 96866 Latent Load ...................... n/a Minimum Total Load 78979 19373 116239 Note: The loads shown are only one of'the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin,'etc., must also' be considered.. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 1. 1 �W- SIZING oject Title......... ,Cherokee P1an.4066 8/94 Page 17 HVAC Date........ 08/09/94 MICROPAS4 v4.02 File-CHRKLT38 Wth-CTZ15S92 Program -HVAC SIZING- User#-MP1017 User -Carole Christensen, EA Run-DVn1LoE78.12.R21.38.6 HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'ZONE 1' Floor Area .............:......... 1306 sf Volume ........................... 13060 cf Heating Cooling Description. (Btuh) (Btuh) Opaque Conduction and Solar...... Glazing Conduction.......... .. Glazing Solar ...............:. Infiltration ..........:....... .. Internal Gain..................... Ducts.* ........................... Sensible Load .............. Latent Load ...................... Minimum Zone Load 7991 6421 n/a 7701 n/a 2211 243,23 n/a 24323 ZONE 'ZONE 2' Floor Area.... ............. ...1145 sf Volume ....................... . .. 14633 cf. Heating Description (Btuh). Opaque Conduction and Solar...... 7390 Glazing Conduction.............. 6568 ,Glazing Solar ................... n/a_ Infiltration ................. ... 8629 Internal Gain .................... n/a Ducts ..................... .. .. 2259 Sensible. Load........... .... 2484.5 Latent Load ...................... n/a Minimum Zone Load 24845 3866 5324 16412 4564 816 3098 34081 6816 ' 40897 Cooling (Btuh) 4098 5447 9101 5114 714 2447 `26921 5384 32305 MVAC SIZING ject Title.......... Cherokee Plan 4066 8/94 Page 18 HVAC Date........ 08/09/94 MICROPAS4 v4..02 File-CHRKLT38 Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen, EA -Run-DVn1LoE78.12.R21.38.6 ZONE 'ZONE 3' Floor Area........ ............. 1615 sf Volume ........................... 17266 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 9725 5079 Glazing Conduction................ 7193' 5965 Glazing Solar .................... n/a 14505 Infiltration.. 10181 6034 Internal Gain .................... n/a 1020 Ducts ............................ 2710 3260 °Sensible Load .................... 29810 35864 Latent Load ...................... n/a 7173 Minimum Zone Load 29810 43037 INSTALLATION CERTIFICATE CF -6R Use of this form to satisfy the rsqulrsments of the Administrative Cods Is optlonal, but the Information must be provided and posted. Site Address Permit Number An installation certificate Is required to be posted at the building site prior to the Issuance of the occupancy permit; this form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance Installed must be equivalent or better than the appliance specified on the certificate of compliance (Form CF -1 R). This Certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. Refer to the reverse side of this certificate for an explanation of information required. r I, the undersigned, verify that the equipment listed in the category above my. signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In -addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS: Heating Equipment Heating Equip. CEC Certified . Actual Distribution Duct or Heating load Heating Type.(Packaged Manuf. Make & Efficiency Type and Piping Before Over- Equipment heat pumo_ etc) Model Number (AFUF. etc.) Location R -Value Siii (Stuh)' Capacity (Btuh) . Cooling Equipment Cooling Equipment Actual Type (Packaged CEC Certified Compressor Unit Efficiency Duct Duct heat pump. etc) Manuf. Make &Model Number (SFFR) Location R -value Signature, Date HVAC Subcontractor (Co. Name) OR General Contractor OR Owner U WATER HEATING SYSTEMS Distrib. Water CEC Certified Energy Tank Insul Internal Pilot Rated Solar/ System Heater Manuf. Make & Factor/ Volume. Wrap Insul. Standby Light Input Wood I=a' Type/# Model # Eff (gallonsl R -value R -value Loss {"/e1 1Btuh1 kW/Btu, Credits v ' FAUCETS & SHOWER HEADS: All faucets and showerheads installed are listed in the Commissions Directory Of Certified Faucets And Showerheads, pursuant to Title -24, Part 6, Subchapter 2, Section 111. Signature, Date Plumbing Subcontractor (Co. Name) OR General Contractor OR Owner Revised December 1992 MILGARD WINDOWS NFRC CERTIFIED U -VALUES These 'U' Values are a simplification of various glass thicknesses and grid combinations. A specific glazing option may have a value of .02 to .03 lower than shown. 'California Energy Commision Default Table 'U' Value. CLR OVER CLR OVER WINDOW CALIFORNIA CLR OVER HARD -COAT CLR/CL�HARD-COAT TYPE DEFAULT CLR/CLR HARD -COAT LOW -E HEATVALUE CLR/CLR ARGON LOW -E ARGON MIRROR HORIZONTAL CLEAR.55 SLIDER LOW -E.50 •50 .48 .40 .37 .31 .26 SINGLE CLEAR.55 HUNG LOW -E.50 .50. .48 .40 .37 .31 .26 PICTURE CLEAR M WINDOW LOW -E.47 •49 .46 .38 .35 .29 .23 J Z AWNING CLEAR.55 43 36 33 23 LOW -E.50 .42. .27 > CASEMENT CLEAR.55 LOW -E.50 .43 .42 .36 .33 .27 .23 SLIDING CLEAR.50 49 GLASS DOOR LOW -E.45 .48 .40 .36 .30 .24 WIDE STILE& CLEAR.50 49 .41 RAIL DOOR LOW -E.45 .48 .38 .33 .29 HORIZONTAL CLEAR.87 .75 y SLIDER LOW -E.82 .73 .64 .61 v SINGLE 'CLEAR.87 HUNG LOW -E.82 , •74 •72 .63 .60 r PICTURE 'CLEAR.72 61 59 49 46 WINDOW LOW -E.61 3 CASEMENT/ CLEAR.87 73 61 j AWNING LOW -E.82 .71 .64 PATIO DOOR CLEAR.77 68 (410) 'LOW -E.72 .77 .76 .64 J Q PATIO DOOR CLEAR.72 ••72 `.72 •(415) LOW -E.67 .66 .63 HORIZONTAL CLEAR •92 75 SLIDER LOW -E.87 .73 .65 .63 SINGLE CLEAR •92 74 � HUNG LOW -E.87 .72 .64 .61 R-2 PICTURE CLEAR .77 61 3 WINDOW LOW -E.72 .59 .50 .46 CASEMENT/ CLEAR.92 72 Z ,AWNING LOW -E.87 .73 .65 .62 � PATIO DOOR CLEAR.82 • 82 66 Q (410) LOW -E.77 .78 .70 PATIO DOOR CLEAR.72 •72 '.72 (415) LOW -E.67 .66 .63 These 'U' Values are a simplification of various glass thicknesses and grid combinations. A specific glazing option may have a value of .02 to .03 lower than shown. 'California Energy Commision Default Table 'U' Value. 1 t r 1 II Li 1 t QMCD. 95RODU O Energy JAawi�n9 Produce FEATURES All models meet or exceed efficiency requirements set forth by: H.U.D., B.O.C.A. Code, ASHRAE 90A-1960, 1990 NAECA and state codes reflecting the same requirements. ANSI STANDARD — Design certified at the A.G.A. laboratory to meet the American National Standard Institute's standard for residential water heaters. PERMAFOAMTM INSULATION — Surrounds tank, provides maximum energy savings by minimizing radiant standby heat loss. Insulating "R" Value exceeds 16 on 30, 40 and 50 gallon FGC/ PGC models. All 30, 40, 50 and 65 gallon models have foam insulation with thick fiberglass insulation dams around flue, combustion chamber, and all tank openings to retain foam. 75 and 100 gallon models have double density fiberglass insulation. GLASS -LINED TANK — Six sizes: 30, 40, 50,165, 75 and 100 gallon capacity. The tank's entire interior i; coated with glass specially developed Py A. 0. Smith ceramic rgsearch for water heater use. Fused to steel at 16000F, this glass provides corrosion resistance for years of dependable u;e. Designed for 150 psi maximum working pressure. THE RMOTRAPTMFITTI NGS—Reduce heat loss from convection currents escaping through the cold water inlet or out through the hot water outlet. Thermotrap fittings provide a dielectric waterway to help prevent corrosion. Supplied on 30,40, 50 and 05 gallon models. DIP TUBE — Diffuser type, provides more usable hot water than conventional dip tube. Carries inlet water deep into tank for improved energy utilization, providing Uniform outlet water temperatures. ANODE — Tank -mounted, screw-in anode Protects against corrosive water elements for longer tank life. FLUE BAFFLE — Gradually restricted flue outlet; maximizes thermal efficiency and fuel conservation. ENERGY SAVER THERMOSTAT — Fuel -saving temperature setting indicator. Fingertip control. Safety shutoff provided. Propane models have built-in filter and dirt leg. 1/2" gas connection. BURNER — All steel multiport; quiet; delivers improved combustion efficiency. 75 and 100 gallon models have a cast iron burner. . ENERGY SAVING PILOT - Non -tinting, easily accessible. RELIEF VALVE OPENING — Separate, convenient 3/4" side opening provided for installation of a temperature and pressure relief valve. INLET/OUTLET CONNECTIONS — All fittings 3/4" NPT except inlet/outlet on PGC -75 = 1" and PGC -100= 11/4". - BRASS DRAIN VALVE — Provides positive on-off operation and easy draining. JACKET — Baked enamel finish. Powdered paint is electro. statically applied, then baked. Revlsed March 1989 CONSERVATIONIST'- Tt GAS RESIDENTIAL WATER HEATER FGC, FGCL, FGCH, PGC, PGCL & PG( r"• A.QiMrfN t mu 1 *Allp,.� r (@ r pc s�r'd•�CIA i °•rr+nrta. 10 YEAR LIMITED WARRANTY OUTLINE If the tank should leak any time during the first 10 years, under the terms of the warranty, A. 0. Smith will furnish a replacement heater. Installation, labor, handling and local delivery are extra. When used commercially, warranty is for 3 years. 5 YEAR LIMITED WARRANTY OUTLINE If the tank should leak any time during the first 5 years, under the terms of the warranty, A. 0. Smith will furnish a replacement heater. Installation, labor, handling and local delivery are extra. When used commercially, warranty is for 1 year. THESE OUTLINES ARE NOT WARRANTIES. For complete information, consult the written warranty or A. 0. Smith Water Products Company. A71f r�M i CONSERVATIONIST' TO vtrT [ble w.T[• GAS GLASS -LINED WATER HEATER move VAL d.. PLUG UI'O. •"DD[ . PLUG ANODE MOT TI.II• IMl[1 OTI TIM( `0 eU1LtT III / •TIY1I TI.TU.t .MO IT'161RI RWIF RELIEF 314" NPT v" 3/4" NPT -~0 O OUTLET A w[UV v.LAt C ounIT , t Ow.'M L'Ut ano.1 8 3/4" NPT Iloo[ul I INLET A rl'µtY AND FLU f I-11-IL.11 4.. •A"Ll DRAIN "Ll.r'W TYPICAL VA LVE °I•.;°"`. . I Inlet/Outlet on 75 gal. INSTALLATION 1/2'• NPT Y....-u.l GAS INLET on 100 gal. - 1.1/4" G.T b.U/orr v.Lvt W'"LocILGoO" �[ I t 16" On 65, 75 and 100 gal. ro. ■'rD• TMtwror+.r I FRONT VIEW TOP VIEW c.OUNO w.T[. OWI UM'o. it- ..'UNR .D,Ut1'MG Oul O,•T DAMAll Conservationist models meet or exceed efficiency "D requirements) set forth by H.U.D., B.O.C.A. Code, CAP %' �fOD•O•�" ASHRAE 9OA-1980 and state codes reflecting the same requirements. OUTER DOW OPERATING COSTS NATURAL GAS PROPANE GAS A B C 5 -Year 10 Year BTU Gal./Hr.• BTU Gal./Hr.• Height Height Approx. Model Model Gal. Vent Input Recovery Input Recovery Plus Less I Ship. WL No. No. tE.F. Nat. Prop. Cap. Size Per Hr. 901 Rise Per Hr. 900 Rise Diverter Diverter Dia. (Lbs.) CONSERVATIONIST MODELS FGC•30 I PGC -30 .61 1 $161 S 220 1 30 1 3" 140,000 1 40.9 1 37,000 1 37.9 1 61 1/2 1 58 1 181/ 119 FGC-40 I PGC -40 1 .60 1 163 1 223 1 40 1 3" 140,000 1 40.9 1 37,000 1 37.9 1 591/2 56 1 201/4 130 FGC•50 I PGC -50 1 .58 1 169 1 231 1 50 1 3" 140.000 1 40.9 1 37.000 1 37.9 1 601/4 563/4 1 22 1 165 CONSERVATIONIST LOWBOY MODELS FGCL-30 PGCL-30 .57 $172 S 235 1 30 1 3" 130,000 1 30.3 1 27,000 1 27.3 1 463/4 43 1/6 1 201/41 117 FGCL-40 PGCL-40 .55 178 244 1 40 1 3" 132,500 1 32.8 1 32,500 1 32.8 1 511/8 1 471/2 1 201/41 140 CONSERVATIONIST HIGH INPUT MODELS FGCH•50 PGCH-50 1 .54 $181 1 $248 1 50 1 4" 150,000 1 51.2 1 50,000 1 51.2 1 651/2 1 591/2 201/4 170 FGC-65 PGC -65 1 .53 185 1 253 1 65 1 4" 152,000 1 53.2 1 48,000 1. 49.1 1 56 52112 25 1/2 240 PGC -75 75 1 4" 175,100 1 75.9 1 75,100 1 75.9 1 611/2 573/4 251/2 266 - PGC -100 1 - - - 100 4" 80,000 80.8 75,100 75.9 69 1 4 65 3/4 26 1/2 332 NOTE: To compensate for the effects of high altitude areas above 2,000 feet• recovery capacity should be reduced approximately 4% for each 1,000 feet above sea level. ALL DIMENSIONS IN INCHES NOTE: Operating costs are based on the national average cost of: $.562 per therm (nat. gas) and S.70 per therm (propane gas). 'Recovery capacities are based on DOE method of test. •t Energy factor SUGGESTED SPECIFICATION Water Heater(s) shall be Model No. as manufactured by A. O. SMITH, or an approved equal. Heater(s) shall be glass -lined, gas-fired, equipped to burn. gas, design certified to meet the latest ANSI Standard by the American Gas Association. Heater(s) shall have an input rating of BTU/HR and with a recovery capacity of GPH at of temperature rise. Gas control shall totally regulate the gas supply to main and pilot burners. Heater(s) shall have a maximum working pressure of 150 psi, a nominal storage tank capacity of gallons with a separate 3/4" tapping for relief valve installation and a rigidly supported anode rod for maximum cathodic protection. All internal surfaces of the heater($) exposed to water shall be glass -lined with an alkaline borosilicate composition fused -to -steel. Heaters) shall also be equipped with an automatic gas shutoff device to shutoff entire gas supply in event'of excessive temperature in tank. Heater(s) shall also be equipped with an A.G.A. certified draft hood. Tank shall be foam insulated (75 and 100 gallon . vermin -proof glass fiber insula- tion) Or equal. Outer jacket shall have a baked enamel finish. Heater shall have a (5 or 10) year limited warranty as outlined in the written warranty in a residential installation, 11 or 3 years in a commercial installation). Fully illustrated instruction manual to be included. Heater(s) shall meet ASHRAF. Standard 9OA-1980 for energy efficiencies and the minimum energy factor required by the Federal "National Appliance Enernv Cnncervation Act of 1987.' A. O. Smith Water Products Company Irving, TX A Division of A. O. Smith Corporation A. O. Smith Corporation reserves the right to make product changes or improvements at any time without notice. A 710.2 O A. O. Smith Corp., 1989 Printed In U.S.A.