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2008, 01-18 Permit App: 08000154 Residencea oi .• c 4 tlL.i� l -•+a fig. c°owsrarTlwl TILL -rcw I ' fIN14,i •pZ. h.D* ' .r2 s-pc1n+4ss te'ss12'1101.111Tr0 DgTAILyc`TI°" -_ 1.lA.IN rIL:R 64eft11 -- 2.12 51R4N4ER. A4 pT,oN A -A STAIR DETAIL 1,1.42e111. ..1GI41111 = a4 ' Wcli.M,L' It -T • • lac wsa.o —. T' Oplookim rot - ' a 49-1,7 q « 1"PL. VIEW 'STEEL B'M & OL N.T. . ice- JSpti , PIMP fut GYr Thi rev Eve Con? FLUSH BEAM rr P GNII✓1N64 EI'P•d cirq• M CHIMNEY CAP ►4TH ga91, 112 Tel £-2x12 rt-Uret{= ft I•I NE 1` a!3 >Nr•s Ty Pi C'mF 2-2x12 FM i'21 PLY 'wAsta, �Ft'IT 1 xb -nem P. 1><e TFi 1 DET t L. `lox-& ►vG�M F?^ST 1r18 Tom+ 1 1 DE AM/POST DETAIL arrIss.A64 0.s.611) GI..1 r 'Z In4•114•1 l•id O' MAI-..a+oe' OI 0 5I I' me/ VtY�� lOrifi 464". ?.a lrTuC+•c • I(.' o c 3, 4 ass-H►N • sore. t- - 2 .A I :_ 02' a 12' AMG. -bp L PC -I* eau' N. 4 JP 4..: ®: '•••• '.� C�LAOL !r+ SILL garage. 14.1:11. G. r..oc I.- r.•• 8.0461101.1 48c04c, eLJb w/ w%- 111.4•wI.4 w'>Ar•No• r .�olwT o r• .IOI.rr 11141ATM i� APRON DETAIL KTs• CONC. kFleo..I/ M W M .5 avn,va • 24'0 c , co►.IrAcTILD STN CONIC b-- 4T 1.0%.0404T ON 24 Po! r+u 4w 44P 4WD 6•11' IA4 IVB r»a6. 4 RAIL. (EXTERIOR) �.J KTP. MST ✓JssG HG•K rc25-r TO eikre 1 � I CANTILEVER DETAIL 2.2 . • MoLawr MET. rt -as 1'1044 f• L.a.• PlLckIH1 4I.4T¢s..Trs,v roar Aep21.1 oo►.0-o • ;' Z a 6 'w0La,4"4.1'51eu►1 •W0610.44lZED JOItira aK MsT. ► .1.44ss4 • g-----4 x4 EA•—r 111:2'T 2'r a us ostLw 1�►a� $u ID r•—. 4- 6044 G• Rs.oc.41- DECK DETAIL N. r MeT. 4�s.r�`.rcAP4E G Mu- B•wICK V 150,JEV N 0.214e. ?IT q To eaa+.ow r>axicT NOTE OF 01))66)_ .., , rys•TU,i a r 44.140TR..I.=.NIT 166T �. 5411`10 IDRICSA. TTC+I . Gain i poor MwrT I o. N11O1.3.1— as to R — value or erage. Markers, to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. CORNICE ;44c -ea& STT P+OILtL. 1, 2' 7 . 12' Amaral` p` s -Ts 2+,6 Su -i- . Fly. av` 11. - 164.41.-ivr Ct IJugsa '5Prri Gocia41- 5tp,ttit p �a -2.41‘ 1Moi Water- Resistive Barrier required under siding Dam -Proofin required on foundation walls from top of footing to finished grade of crawl space or basement k(T �� Y'l..I.SF11►iCa, CCgRA E - WT*. 'TE.&Ttao rw.To MZ° Rlyl� P4 IJL. who; ijkikal Minimum /2" einbedment at 6' o.c. and 12" RICiIv INLrUL.a.TioN N rr►l4 CONI. ea-ocles. mor.la 4e4+c 4°40NG. 64..a.11 • w/1w.w.M. .. • • i+.4s+ss 41ww. dbitiMa<ii WALL DETAIL Oft 6:#,Th, x 10" with 7" concrete from ends of sill plates. 1DB PIAN SERVICE 1001 CRAAD AVtl L 1 Pll MOlPI% IOWA fall] ISISI inoses 4r 1- 8 0 6 PE TA. A—A BUILDING SECTIONS B -B ELEC. KEY Duple • Duplex wtlat Above Counter OgivWeatherproof Duplex Outlet ORalf -solicited DuPlaa Outlet ▪ Special Purpose Outlet • Duplex Wile( In flog 120 Volt Oaltlet Electric gear 0peratJr 0.111 Switch 14 • Caw.e■Isncs Outlet Tnrer.ay Suri tcn foul..ay Witch Ceiling %hinted Incanaucent c Ont fiAt_r Wall Mounted Incandescent Light flatter/ Recessed Incandescent Light nature Eanautt Fah Exhaust fan/LIght Combination Fluorescent Light Fixture NOTE • Provide and ,ntttll locally certil.ad SrtQaJ a(T(CTD*S as required by eatlanal Iiia Protection Association is f r 4 r or as noeuiree by governing local codas . Provide aria install ground fault circuit interrupters 1C./.1.11) per national tlsctric Cam dir ea required by goverateg local codas. TYPICAL ROOF nlnlaw 23ii asphalt shingles on Iii fait an 1/J" CIL piy*eed ahaething an gteof frwlap. TYPICAL WALL tore •r hardboard lap siding on 1" r 111 insulation sheathing IA -5) on Jai • s U li" •.t. with lett In gotten (0.11) IIITL*a10III J/1" gypsum board on *OM reedit barrier. TYPICALr..,FL OR Inleh 1 S/:' wtderlafarht an building paper M 1/1" CDL Ilrdir/ hub•rtaor ®t herr f.aalla�. UPPER FLOOR MANN FLOOR BASEMENT For L. -100T 464 ptOR' T tt."N 4PIGET 1440 ELECTRICAL PLANS J IDS PIAN SERV1 i(Kll GRAM) AVI Ut MOINE$ IOWA Sit 1St SI AM) t'AiT OF 5 rT • MP° PLYwacic rt r- -r r 661M) Ixs ?KIM Ix12 6p• LAP SIPli- (fpA4CX, G1TW)- I I u �— 4G 1aP1.T 11.yLE- —� v ,IAILilly- , ri�wx2s9 mow►. -.a 4.112( ,►�� MT PL/6HL 4 �.��//�%- _44111 ,iii ‘11111INEWO miarlir. ,Aitian.171 TIPMF.... 74111 . 4111111=15.1111% V III 0 Fl,' A11111111111160/ MINI��Z/ WNL swer- .411111111111111 I ■M ANI IIcr2 MtIH 6l'. - d1111•1111111111111111 k414r 1,2 — ISP TP -IM 62. M 122 rLYVc%L� r4a.itiP Tal o 1.0.1 VER.. I Ab TKI M (TY() Z x 12 TF4I M ItC7 r- — vI VEY FRONT ELEVATION iAC I vi., -1,-c)1 a'9 pc. r'r fco'I'{►4676 --1=}-t ENT I't- _1 I I-1 ISL-OM IS - lZ 1 ROOF PLAN 8=1- cr 0 hibf 143 TL>lA 1x8 ecp.: 13p �--� ur- GR4 -k- T ?"-bl —IT1$ (aFR e,Q 11,4Z -Ir• I. -IN es 11.47- UNE 14564W -44W" i5I1:7. CT) LfP sIOI1.IdI (. rr d o>< rv" T. 04• I Y�8 TK-�►�.1 --SIN FL LINE 2s4 2 T&IM EMERGENCY EGRESS OMI SASH 0! 1.IS CAOur HOST [ WC, WITH GOVLAMIM6 IIA1 AND S ILD1.0 EMS ieErr'Iso i µU+044 I � I � --. - i,-_ LEFT ELEVATION 0 r��LT1 still-Larl.cs� I1 -a xb r'pE . pts. �sI171141 rldmibillW•, INNEN A T +s}N 14 1.4%. Z . j .::7? -1V E.Z f50 J si �AMP� ,i... rs Ite•! ' i. ay 1 1 1 It MacirirtzliwarGP I•J t mom REAR ELEVATION 4.1 Si•iIF-ic51L.JK - s. I.BrAi e 00 Ix&T$IM 7 Iz rlaaL I. NO Ia$ TP -IM F3P IXb IAC• N� MEC) ^ Ir.8 TILN-1 faCw.. • Lee L•L 101644 ill Iae- 1 r1.4277- L.INF. -- — — — — — — — — — —1 RIGHT ELEVATION Gr-1F'E'JT 1-11,4P IDB PLAN SERVIC JA)1 LMANU AVihl DI MQINES. IOWA Sa (SISI 261-06 •=.,a --;u:714 zir_ 1. P.P. MANTEL HANDRAIL DETA L urt� 201011 LibLique4 owiliktESCrizETTP T— I r� LJ Ii 3c, g" 7 1 L UPPER FLOOR PLAN ocA L E 1 V4- _ 1 a' N O E 1p IKAOLR[ •i ...L.1[T[tl W 011rloGt LimumALL MMANI LIAUI IAL IL CLIM M SIL ITS AMO COMO IS Art.,. TA[ PUIW SMlH uuO IM 6171RA1MSRS; ALLMIAIN RWIjouTlAL MIAR. INbICATI )- i flIWCIUSAL tows 1v Tats I I I (RAMI PRR11T10a I L(SS MOTET OT/Aultl 1 rr7 vrrT'i'• 101 PLAN SERVICE 1001 GRANO AVINu1 OI S M41r1E S. IOWA J 12 15111 MOON 5 °F8 OrP1¢ FI.avR f144N r- FIL•14 - r-E1g1- 0 1 ISL+ 1011 3-o µ$Knit, µL1404 KITCHEN 5. K`+ eirr, pp• FII14-44:I.Iy-:vs--2 i�•Zj 4u110N gikselli W. (-quiet 4IL.EI. 2'b 2D of, 0" KITCHEN BATH L4rii!••i vet) f 0 t yi, R. y P• VP. rut,/ r UPPfoR BATH 1 (LJ . I L.faMl 14.41g 4=0 4,110 .4, KITCHEN__ FIREPLACE INTERIOR ELEVATIONS 44.44-c 1/41.1=0" IMF t gquired on both sides of exit doors with min. size of ed in •direction of travel by 3 ft. or width of door if greater, and not lower than 1 Ya in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 % in. below threshold provided the door does not swing over the landing. 1- 1.4: 011 NtD uNTSkyG »MrrAvOAPE tlEdIIiSUEC0'4a4oupCANL Lf L�tiE� RT ai1 1) NET CLEAR b� THE USI Of GRADE 441 5.1 FEET 11 EF T 2)NET CEROPINGHEM24INCHS 34 1 NMEACFLILIASRNEO0PIMS LL1 iYMOTZO INCHES NARO WIRED IN SUCH A MANNER THAT THE ACTIVATION OP ONII ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS. AREAS APPROACHING EDROOMS, VAULTED CEILING WTTM RISK OF 114' i ON EAGH FLOOR) • Vs' P. .INE Abo'JE 1 IOQ I,,,� AUSTkitcFl>IarA,14nS CFM C'M bathrooms 8t laundry V Liy tIsra C, / f a1 1.6 -re Lap FP1L1 GACi WOOD �+7 zz" MAIN FLOOR PLAN 56A14 - r isV6-14146A-9 —170;it IK OU.p4 pb*ITIOM.� 'zoo F TELvsse- \\ Voiova) tr 2,4(0,4 oNC. , P.rfZ-ot-i 1I .1 0 1. iT�ll ON 11iE APOMMIEFOR O 0 /S' T11PE "x GW IouD (MAa r IIr GYP IOARO (UEM'pMNCE/ 2i@H M WWII Alit 1� STEE OQUI$NOTPtitill QM L� I • 43reripi L9% IB a Ncyrg '-I.11 MLAO: +LL�till110R WIRINGS EtN�a 1 A NISI ALL M A WI LIAUR MU OT CLAIM OT POTS Ewe CMECIIS TO ATTAIN TK /ISBN WALKS OM IN GITIRMINING ALLOIy .L OLIIIBOLfKAL WAR. 1691 INDICATES 3-2.1 STWCT%+M COMMIS 111 lab WA/ PART IT10.1 I$II.LUS MILS OTOLAsiiK 1138 PIAN SIRVIC GRAND ANtNL OES '1NIS. IOWA 5.031 IS1SI 213.041 /MIN fworL SINE 1 J O � a II O 7 ti/.A H 6-0Q11- LIN 4 #k �3 klitgalatil icPth !br frost �qy Ijpbiir the City of " pokanne Valley 4ailtimako measured from v. r - bottom of the footing to Enish grade. ' em building a minimum Y •fl feet. ou Fez 13 GorIG • . 11,0,-..41.4-1v.11.4. LI•°1 eitiocamslabas I c9fifprxn Tof131 AP;1,7 (PoC31A�.Fia =,a r11,.. Reinforcement for openings in p am concrete is also required. 0 0 FOUNDATION SECTIONS 644"-E 1/4.)H -co *Da Mitigation SyateaaliRequired NYO iPtiLlftrifinaiiitier 0 1" 1• -7117 .),4001 L. giaa Wall Reetell per R602.10.3 & R602.10.4 Min. 2 R 8 in. Alternate Brace Wall Panel r 8603.10.6 gineer Lorca on ootn sloes or exit soars won min. II= of 371-1fto�a iltod it► eluet:uun ui travel by`4 11. or width o!'door 111 greater, and not lower than 1 h in. below threshold Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 % in. below threshold provided the door does not swing over the landing. UPC 541&2 -111410181111411cRinqt+ t1° g or strapping at upper and lower one third points to prevent horizontal displacement during ear quakes. Strapping shall be a minimum of 4 inches above controls. Ja r • 0 CONCRETE TO COMPLY T FOUNDATI BLABS, i ALL FOOTI X10 PRCNIDE UNDERALLtet PROVIDE SHEAR earl w Immo -=11-rw. w 1L gps.km ro . T .10 1010 M.( Illheokra, Z -....$tek Jp-IA1111ll tIIII. v ` 0'1 TQEap5 10111.1N14 4" NC. 1.01,0 STAIR SECTION ScAL.E. 1+,140" r .l 4a�En,�+T FLA Minimum width 36 in_ with min. tread run of10in.,max. rise of7'/4 in. &nosing of Y4-1%in. Min. 6 ft 8 in. headroom, Enclosed tlrkablc space under stairways requires 1 hour fire protection of 'A in. (3WB Hy�drur� Height of 34 - 38 inches when required by four or mire risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of "fairway sad 36 ia, travel distance 1 1w" N T-7 of ti.�C*rior,. c�E D 13.-r-• cis 61 croon. b� b izee+- 119I- 41.44. »�J iib `'OT' IIJO ts° a 1lr4 -.064.1? v1l.�Ta.'1a .74 4Tra( Fro. LA:J.4 k M S 63 Mawr d s *Ter rrt. pov4ri cooic.$JS ar--0 LO,eJ. ALT ri Q rILL. Ter FrLi vowN to 4.00 r1., m4 ver 1rTdi,.' L� IAC TABLE 404.1.1(1) WALL8.3000 # PSI GES, CARPORTS ES - 360011 PSI GS MUST BE CONTINUOUS UNDER NJ. COLLIN* Ainp UND3RALL VII.U.t 81144 WM TO Fouu �TIOH CONNECTION N1�NE�C�T(IO�Np ROM INTER'OR TRUSSES ORJ31Sly tx)>iin�strcd mided at 1�~ gWalls ao 4 0 4.4 Lov.Ifcr. 'J- 61.044- / 4460114 o,a , poora- o 3 I✓ I � 1 FOUNUAiION & BASEMENT PLAN SCALE.: I, +r: 40. o-, ... e. , ill) WINDOWNVELL: T Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder NOTES : • 1 Cop course of all rally, conttn,.ous with stiff grout. •`Sit &mho, tali 1a corny Not lora Jm1Rtt 4 /Or Mile with earth one stole relof. KM riven 0 4a° f111 collo r/taoo p.i.t. $rows. • Verify 1•cs) frost MN) retplralrrats. IOW GRAND AVlhut OAS MOInkS IOWA SO]t] ISIS! AMAX 3 of MATERIALS LIST This materials 1s1 is intended only as a guide provided to lac iiitato a quired py�i da potyumeldafs1 t list as puTipk>p your PtvtiCahr The Architect accepts no respons4bM4zy for the specific quant 1,rrs or (weir/ of the materials listed. The udder of each house must review Mese eawings and materials wt and fudge for himseir ttw Welber/ el Isla house for yew Ipecac ails, The malarial list should be modified b raseet Irish material selections such as paint, steh, Isar covelevs, caDIler and countertop, ductwork, spook I U Masa aldenor patio and etc. Tr. EiNarMins,al yaut nen Mum should itckuda labor and materials 1or as ay ALL i�A�BLMrL��CYnaMad b f to IoMoalir>a Yea 1. A. Codas, Zoning and Caimans. L MMSFoie: oat Wading and Utility Permit Fees 'UN* Nook -up Fees C. Special Services Cammlasiona rinanreus burvaryrII tu1pJ O LuinNula,r BailCleink tpTeeing (detlw rk1ps assume 2,000 p.a.l. sari pressure) Up E. Pcjeot dbM Out F. COnlrleanq 2. A. Gearing Site includes el tree 1 brush removal as wed as existing structures to be removed. B. Earthwork Includes ail excavation, backlit 1 rough grading Footing Tits: I5.2 lin 11 Tie Elbows a T11: 12 units 7N' D(ametlr Cowrie Grave( Fol: 7 Isms C. Lawns and Planing Muds* and IIr sin Wim, 60d,, grass seed and lerliller, M D. Roads and Walks Int:aides driveway, curb at and repay, and ail sidewalks. E Retak1i10 Wails and Patios. F. SMa Dr Promo CWIotme Speen Blocks: 6 units 3. r‘21261316 A. Cast -In -Placa Footings: 7 a. yds, Blabs: 16 Ctt.yds. &OA: 1.6 ar•yds. B. Reintorc.ment Rebar. 560 unit Is11 W1.4aW 1.4 Welded Wire Mash: 1200 sq 4. Rain A. NMraw: Mesons Cement: 40 bags S and: 6 Sana B Hookah's Brick: t sq... (Fweplace) C. Comer. Block . ileal.: 1180 units l Shapes (corbel, iamb, etc). 6 units 6. hi ddiA A. Structural sum* Beams: 1-W9115x12'10'; 1W8x13:232', 1•WB:15:12'10' Pipe Columna: 3' da 2 required Bearkp Pies: Fs War; a required B. Fasteners a Supports 1111111 -DMI<, 1/a' dna 1 12': 40 required • OawaNsd: 75 Common 1506 40 Filttsh: 256 Joke He gena: a0 lenge 3 Douse C. Waaslensa s katals IML Illlblie: 10 en t 6. Leman( A. Roti Carpentry FRAMING (nudes decks, lenong u6+uLui etc ) Seed (tr1a4 lumber) 12 I0•; 1 • 14• Man' {trawl "7-0-143' Poet). 4x43 EP & Sat I • a' Decking4aeased lumber) 2111: 730 Int laid: 42 art. t aim FLOOR !SYSTEM 4018TS (Including boxing) 2110: 1fp10';9@12';20@ 14', 18@2o' Beam* Datern)oni( Lumber 2x 10): 2 I'0'; 2110): 1 • 14'0'; 1 @ 180' n Iram ("'. 4 t,. M mlrrn I.•1m.L . :(11.4,4 wi l .lir 1 IJ 1 yhe t: 8ilkeaMd lumber X14: 36 b.11. 2xI: tee In.e1 Br 1 9 Crops eddg(r1p: 50 pair Sub-Igoor 1/31x4'x8' CDX Plywood; 43 sheets WALL SYSTEM Studs 2x4 (precut 92.5/8'): 300 pieces 2x4: 254!14`,0@12';35@10' Plates (Includes rrllaoeuaneous lafot4k,rlg) ; 1100 Heiden• . I I L 7tt12: 152 tint BheaWng Mutation Board (R-6 min) 1'x4'19' insulation BoardR-4 min) 1r'2-t4'x9' FlOywee� EII Corner &acing,1/2'M'�'CDx i T Trusses (6112 pitch) Common: 9 @ 20% Scissor: 5 @ 18'; 5 @ 20' Gable End: 2 @ 20'; Hall: 10 •8'7.1/2' Trusses (8/12 pitch) Common: 4 @ 2I'; 1•20' Stub: 1 2117 Gable End: 1 20' Ratters 2xI: e@14';1@16' Bracing (includes Jacks4:s, poles, Is. brwg,n9 kat Ridge Bean 2016: 20 lyra. Sub -Fascia Rake Fr 14 rn.t 214: g 160 arLIL 4u sheets 14 sheets 14 sheen 7. Uutluulwrb a Ca*xyw► 2x1: 144 tin n. Sheathing 1/2'XIS4'x8' COX Plywood: STAIR SYSTEM M2z1Q Sp14' Treads 614112: 13 36' 2x12: 12 • $' Risers lite: 14 71' Skirts x 12: 2. 14' L FinishCarpentry (/alert. )Siding ocla Iliveild to het: W000 SIAM SAMS pre NM Boards: Cornea elates: Winds a Door Trim: Rake an 8orote 11 PaaTrds: Fascia eo tout solid r1lv*n.+.1 tr '.4tia' l.. rinlsn pwlw7 (.darter) Wood Trifii Dasa: StMno 1x12' Wood GSawt Pamsa: UAOef hey111M1tYs.rttlL 1311141r. 41 sheets 67 sheets 224 sq n r expatwe 1700 sq It ; 6' *spouse . 127 1n1.11 al 2x13 lea aln.ft of 1st 40 Iin.IL of 11112 201 lint oM Ise 320 IY►.1 al UII A. insulation nom (e irkr imnsard areas): Aesos: Pana Jorsa: Illi: Flbsrylaaa Seat: Fwit1/1M: R-7.1 min, 1- lid' Nano. sm. B Dampprookig 1 Vapor Livers • Polyethylene Flaa4 ill a Iwm an: 4350 Sq t Foundation Dsrrapproo 9 gallons C. Fittshlrlt i Wtaslt lifai: Boor Edge 250 lin n palsy fYlaraYle: 600 lin Mars: 150 rat. De enapouta: 7 In.t G. Clinnay�.; 4' x rr l6 GA Asn Iron I required 114 Feet: • - 16 squa►ea EMOM tihk>QI� (2361 min): MI Root. 6 unlet ViefillOeoue 1n4; a unuq idol I0 MIL F. Goulette.1 Savant mesio: 8 Imes Extortor 15 WOOS 420 Yn.II. 070 Int 40 MA 25 MIL 10 Yn.la lit 2x 12 2) A )r 6' Bans R•36, 12' Bats. R-11$3-516' Bala. R -W,," rear: 20 lqa 1250 sq 1700 q 1 250 eq I 200 IM I I00 14I 18 WINO ®6• exposure 6. Omni WL1 l6 Gus* a Fuusard- wom A. Went and Prune Exit nen(6'a' lex 1-314' ruck hp�i S10' nine. sem: 1 unit rr S.C.: 1 unit 'kralatal0 metal win Integral weatherstripping S threshold. Manor Swinging 91" IM•i x1•3 nick-1Yploal) unto 1'1' H.C.: 2 units 117 M.C.: C units (ariard Doors and hardware (6'9' lh. x 1.3/3' .1.0: q p,cai IO' M.C.: 1 unit SIT M C.: 1 unit 2'rNC.: 1 unit Medlin Oita. (teai9wed WM/MOOM einem. 4 e' lit ) unit OaaNaad 10016: 161:7 4 Meson 1 unit 1. Maude L MOM 4lterdwooe d mariposas .teieetsor+ LSI Cielemert ! tilMe 24x31: 3 Oates 24.442; 1 Triple 20441. Flees 1 tiall6: 301111k1 Single 24a4Zi Isr1 • lseem (trlaetrnp; 1 4P 6'0'x3'0' (Han Round). 3 0 sD•. 1 c - C, Arils Ladoga: Palma Bei: Palmy lies: III -Fele Pols: Bumpers: 'our: Cesare. 7111a11141a: • women., oprap 1 unit 'N,. mime tiam Pole Sockets. 12 units She&+ots bums. 12 units 3. Fl &AUL A. Dypallm Board 1/2' Walla: 321.o s.,, n 6/8' Celings 1350 sq M' F(r..W. Type 'X' (garage rat 1 ceiling) 975 sq R 1/2' War R. siert l9men paper): 192 w a • B FbNol:Accessory Items bas laded but should b. Ya !lit s.caan Tlia 136 la it !1 Carpet: See Stltt:000n 12 C. Painting (Caeca dtoiesa trade by Owner.) BOIMInterior): 10 gallons Pa1r (Interiolr): 16 gallon. Paint (Exterior): 11 gallons D. WaAcov.fl ngs Paneling: As per Driers sp.chcabons. Papw 1 Vinyl Waataaenogs Opoonal 2 units 3 units a units 3 units 13 units 42 urlts 1 unit 1 unf 1 unit 10. aSADd8I1161; A. Energy conserving pests hepar. 1 and Com0011 Mapuiw INS 11:311101 or glass doors, Warm szlinaloal,Aangua, Maw, Mum*, outside c>tlmbiaa'n aM kit and d+cfeml•bt seguited aces asor)es. Meat Chime* LI NEIL gips wailed: 13Prefab Money Cap Imilens: In.t B. ooa Ates moles I unit � Mad Gina Cabinet.: • Towel Bars: Soap Dish 1 crab ter. TMOIWIi Oda Maw Doors Miran: (IM° pushed Plata glass, 'Nab: lea drattirlle t1r approlwnate sues) 2 units 2 urns 2 swats 2 rwres 2 requkea I 1 • tis - J nom_. . IL CIDlnea, Tops a Wall Sp,aen K4chan Bse Cabinet Milan U Cameo PPinkyBroom C Coma inets Plastic Laminate Top (25• r,oul Plastic Laminate Top (21 • .lost Mese Laminar. 11. 'lichen and Laundry Ea?ptnent tstsMttor: trig Dryer: rweN Rartgsrator: unit Oro Mood: tall her: e r 12 Fate 1N =I A. Blinds and Shades l Carpet: 120 sq yds C. Drapery a Tract 131111011Lralpaggliga HYA 12 um (t 15 In IL 15 kite 9 5 In It 12 in R I5 Ina 25 set 14 al1011109.figaztf4A ID Pliareing a 1. aaMca Conoco II Tap into was men rater snul-041 valve, and minimum 314' Mainers ..tv6i arts IL Sanitary seww mnneason ana cast yon pipe all litlMlgr1116p SIM 16Mleetions. 2. Suppgr System a. Piping (PVC or copper) and nwiallon b. Sherr nem ole sem Scam C. Alf exparWaa atael-era 3. Womb 8yateta a. Vent and prpmg (PVC or Dopper) b. Fluor Dfare: 2 retuned 4. a. Ca ariill. raps and mac connectors NNWs (Insulated Jacket recommended) 40 gilol'1(la Ix 12 plan max 1 FixWras and Trim LaYalories: 2 units Sinks: 1 unit Water Closets. 2 units Tub/Showers: 2 unite Hose B1bt16: 2 units Disposal: 1 unit Roamed Luna y Con nix o on 1 unit i. noising, i011 Coalr>gCantet io n C�rrng t Nateal IIs 11amii Met, agog a meor. 6. L►. 111111ilia0.won 2. Convene Ducarrnk a Piping Systems (WISUISIIII supply ductwork 1 refrigerated lines recommenaoa) 3 � tti� rigida Aexibia ductwvi ducat/ark. cvY plenum o0nnecL,ona ltima /. ) arnnq Unna . IIMude SeComplete ws, in -Ins lane, heal exchange etcInduitI68f11MNp0 Mason M 1111151.5dId aQuljnlnl .4. Optional Equipment a. humidifier andror Denumiarwr 6. Eliceonic Ai: Filer a N 2 Selbasa Thsrmostat 16 SeM1.oe Carsect.on 2 no uta mom Tions Wrmei ar8 Mb UN EJLICSICIB 11.01, 1 Ban lee Part. C 2ari ora 1Marm. Gaw..r,p .t. ► isceua.A Con necaorts on 1 Owes Metes Mall-Benichect 220 V: Waterproof Ousel 2 Switches Single Po Three Way y Rheostats: 3. Light Fillies (Interior, Femme. Surface EaF�t taa UJehVPM Cowen Trunk LlghA: 23 units 3 units 1 unit 2 units 20 3 1 units units unit 1 unrl 11 units 1 units 2 unfit lint Basement (Pus Ctlaa 1 4 ,iris 4 L41 Fixtures (Exam) Suttee Mount: 3 unit 1 airmen( Connections Deer Chime System: 1 unit ClisMeaeTner: 1 unit Fumaoe/Alr Cond:taoner 1 unit Deerttead Door Operator 1 unit Smoke Detector: 2 units Ratitteit Heat Stipa Unit u per Cheraw s Specifications. lime: Induce 'C1.F.I.s' a. regc,.rsd or local governing codes .r1. ALT. AWN, I IAC. CSMT. CLG. CLO. C.P. COLS tont. CONSTR. C. J. CONT. C, D.L. 0E1. 014. D. .N. 0.11, Ea. (0. (1P, UT. FIN. F,P. FL. F.D. 'TO. FON. GALW. or G.I. CL. GYP, 110, •' N'T or NUT. M.N. OF BTAE,ET QITAN NORTH �E VERFY SETBACK REGUAEJ14ENTS AND EASEMENTS LEGAL DESCA,TON SYMBOLS £1.,ation ray total! NO. fMet lle. EL0.11.11 lir Session Mr Decal) ko, Inset as. Ilrelstiett of Detail Noss sly Arica Courant. ateek Tile er slate Stone Coast1122 ers steel z i f Aay R te ift0}tW1 um" Lk,7 :1111:12,1 ravel AREPuidimikr • Phutltlee zi 9 t. 124 e( `Lir.ar Plnlek eFy�so U000' Plywood Insulating Sheathing Sett Insulation Algid Insulation Gypsum hoard or Plaster Ammar AllIst ABBREVIATIONS ,IIx.. -..1.1. 06.11 Al' condi tion Alternate Iles!Ag4. 'bre i ne Irick Mea Marino Caseaen t Ceiling C.n1.r skin Steal Lemuel CIsnot ClelWs Fos Calm Concrete Conetrintlon Coaetrw tl.e Joint CCM t I Nogg Courses eat 44.1. OR Uri.. &stall OR Ili Diameter Dimension DINS Uasher Douala Nuns Loch 1001/11 Equal /spansloa Exterior Finished Fire P)ks Floor Floor Drain Footing f ouMa t Ion Ga Ivan land Iron Glass $v sl. Mere eel kt SDI tea, esti l r M:, INT. VT. JST. L. PLAS, A1, NTL. M.C. or riff). HET. M.T.S. OPE . PC. PL. PLUG. or P.W. P.I.F. P.I.I. IElaf, 1. I.O. R.S. IR. SIR. SL. 6l. DA, ST10. ST'L. TEA?. TML►. TK. CAS, "..1.661 w Insulating Interior Jolnt doles Laalnated Plastic LIvs Load Aalonry Opening N4tsrLI lledltln. Cabinet Neta1 Not to Ica"On Center OPening Owrk.e/ Pleas Plate P1 yaiood Pounds per sgwrs foot Powale Per square lurch 0.eleforclnp *lista Aough Opening Iouph Iain IMIr Sllallar EII41ng files• Standard Sts.I :111 txedhr,stwldOADU.andrsade114.7 Calmer attar Closet Sate, Ne4 1er Weatherpreol Weather Stripping Wide Florae. With Weed Wrought Iron Door 6roeve )DB PLAN SERVICE "Jul L1.4./'U mit NLI lit) Moline5 SOWA Soil/ I S 1 Si /11,04a • I ; i • I 1" I. • 0 rn m 73 0 �rlJ 'IIT' l7 0 m 0.2 m o m0 co 1:>- COr- I- ses asel ase 1 4'...m. aM�aaaawolikw�� I&\\�aa1a1.\ .a.aaats� • �� cairn, IL4...w• olaILra....•...: PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS \ley • REVIEWL; . :t `;GD`= COMPLIANCE SPOKANE A;_i E •' BO' (VISION Project Number: 08000154 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 1/18/2008 Page 1 of 3 Project Information: Permit Use: SFR W/ATT GAR Setbacks: Front 33 Left: 9 Right: 10 Rear: 45 Site Information: Contact: CLIFF SCHMITZ CONSTRUCTION, IN Address: 16520 E SECRETARIAT C - S - Z: VERADALE, WA 99037 Phone: (509) 999-7733 Group Name: Project Name: Plat Key: Name: Range District: East Parcel Number: 45342.3310 Block: SiteAddress: 3822 S MORROW LN Location:: CSV Lot: Owner: Name: CLIFF SCHMITZ CONSTRUCTIO Address: 13903 E SPRAGUE AVE STE 210 SPOKANE, WA 99216 Zoning: R-4 SF Res Urban District Water District: 134 CONSOLIDATED ID #19 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: , Review Building Plan Review Released By: Originally Released: 1/18/2008 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 1/18/2008 By: MPALANIU Released By: = - Originally Released: 1/17/2008 By: jdavis Operator: JD Printed By: JD Print Date: 1/18/2008 Project Number: 08000154 Inv: / Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 1/18/2008 Page 2 of 3 Contractor: CLIFF SCHMITZ Address: 16520 E SECRETARIAT VERADALE WA 99037 Building Characteristics Building Height 24 Building Permit Firm: CLIFF SCHMITZ CONSTRUCTIO Phone: (509) 922-4297 Description Crp Tvpe Notes I&2 FAMILY R-3 VB 2ND FLOOR R-3 VB BASEMENT U R-3 VB DECK OPEN R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: STURM HEATING Address: 1112 N NELSON SPOKANE, WA 99202 Item Description GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS HOOD -TYPE II This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 851 $80,836.49 851 $80,836.49 427 $31,888.36 427 $31,888.36 851 $12,765.00 851 $12,765.00 40 $600.00 40 $600.00 850 $16,150.00 850 $16,150.00 Totals: 3,019 $142,239.85 3,019 $142 239 85 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Mechanical Permit Units 1 1 2 2 1 Operator: JD Printed By: JD Fee Amount $1,234.55 $4.50 $493.82 $1,732.87 Firm: STURM HEATING Phone: (509) 325-4505 Unit Desc NUMBER OF NUMBER OF # OF UNITS NUMBER OF NUMBER OF Permit Total Fees: Print Date: Fee Amount $10.00 $12.00 $2.00 $20.00 $10.00 $54.00 1/18/2008 Project Number: 08000154 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Date: 1 /18/2008 Contractor: THOMAS PLUMBING & HEATING Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER FLOOR DRAINS MISCELLANEOUS FIXTURES Notes: Firm: Phone: Units Unit Desc 2 NUMBER OF 3 NUMBER OF 2 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 3 NUMBER OF Permit Total Fees: Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $6.00 $6.00 $18.00 $84.00 Page 3 of 3 Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount $1,732.87 $54.00 $84.00 Invoice Amount $1,732.87 $54.00 $84.00 $1,870.87 $1,870.87 Amount Paid $0.00 $0.00 $0.00 Amount Owing $1,732.87 $54.00 $84.00 $0.00 $1,870.87 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 1/18/2008 ,a„ Permit Center RECEIVED BY CITY OF SPOKANE VALLEY . p vane 11707 E Sprague Ave, Suite 106 JAN 1 f 2008 .0.00v Spokane Valley, WA 99206 �e,7 (509)688-0036 FAX: (509)688-0037 ABA TER Community Development www.st)okanevalley.orz.com BY: MAW Residential Construction Permit Application PERMIT NUMBER: PERMIT FEE: k Tew Construction o Accessory Bldg o Addition/Remodel o Deck o Other: SITE ADDRESS ,R 8 C C. s, m ()(2,2n7 bud ASSESSORS PARCEL NO:f 7 V. 7 OO -3 LEGAL DESCRIPTION: Lot )b tS cK I / 1nzacL 14 idy _3 Budding owner,';:.;;• - .. - -- -- Name: (Li— I F (! 5 ter \i(1'1 i ? 0:651- ?-0 2--. Name: # OF STI pI S: "_/1-0: _. Address: 2Nu FLOOR SQ. FTG: (IZ9 a/ Zip: = i) ii City: 3 Zip: Phone: Fax: Exp. Date: Name: (2,1-1f C S(;41r•!re; Phone: 4'i ti— % .'. Describe the scope of work in detail: 144YA') I? 0() 1'1rf. Contractor.-°r;-�-:_=_.: - .. - -- -- Name: (Li— I F (! 5 ter \i(1'1 i ? 0:651- ?-0 2--. Address: ib5 2.0 _.,•✓.:(J # OF STI pI S: "_/1-0: _. City: U`✓1(4)J0Fr/1L-- 2Nu FLOOR SQ. FTG: (IZ9 a/ Zip: = i) ii Phone: Cil q - 773 3 3 Fax: I* 9 ; l -5-60 O Lic No: DECK/CO .PATIO SQ. FTG: o /I— Exp. Date: City Business Lic No: CONSTR i CTn IONI TYPE: N HEAT SOURCE:SEWEERRG�O'RR Cost of Project: 1 $ /Q �0 060 . _ .reg********************** **************ltle tonowing ivnu31 lie a:vmy,cac. \.r I in- Jura ......--rr-------, HEIGHT TOPEAK: DIMENSII j 1 I NS: # OF STI pI S: TOTALHABITABLE SPACE: MAIN FLOOR TO SQ. FTG:•'Ibi Co-enmi7• DrVt)Oprntnt 11707 E Sprague Ave, Suite 105 Spokane Valley, WA D0205 (509)588-0036 FAX: (509)SSE-0037 umav spe)rane al)ev.ors Mechanical Permit Application crrc A ^DRESS: II PERMT NUTIBER: PERMIT FEE: Commercial Residential 1 2 3 4 5 6 7 3 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 35 37 DESCRIPTION OF WORK FUEL. BURNING APPLIANCE FUEL BURNING APPLIANCE Equal to or Iss than 100.000 More than 100.000 X 51200 X 515.00 UNLISTED APPLIANCE (Additional Fee) UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 More than 40D,000 X 550.00 X 5100.00 USED APPLIANCE (V./SEC min. AFUE rating) USED APPLIANCE (WSEC min. AFUE rating) BOILER/REFRIGERATION BOILER/REFRIGERATION Equal to or less than 400.000 X 550.00 More than 400,000 x 5100,00 1 -10DM BTU X S1200 101 -500M BTU X 120.00 BOILERREFRIGERATIDN BOILER/REFRIGERATION BOILER/REFRIGERATION 501 - 1,000M BTU X 525.00 1.001 - 1,750M BTU X 535.00 More than 1,750M BTU X 550.00 GAS LOG. Gas INSERT, GAS FIREPLACE RANGE DRYER x 510.00 X 510.00 x 510.00 FUEL BURNING WATER HEATER X 510.00 MISC. FUEL BURNINGAPPLIANCE GAS PIPING (each outlet) DUCT SYSTEMS X 510.00 x 51.00 X $10.00 VENTILATING FANS 7/ X 510.00 AIR HANDLER (DOES NOT include dulling) AIR HANDLER (DOES NOT include ducting) EVAPORATIVE COOLERS NPE I HDDD Equal to or less than 10,00D CFM Greater than 10.000 CFM X 512.0D X 515.0D X 51000 X 550.0D TYPE II HOOD J X 510.00 HEAT PUMP/AIR CONDITIONER AIR CONDITIONER 03 TON X 512.00 3-15 TON X 520.00 AIR CONDITIONER AIR CONDITIONER 15-30 TON X 525,00 30-50 TON X 535.00 AIR CONDITIONER - LPG STORAGE TANK More than 50 TON X 560.00 X 510.00- WOOD OR PELLET STOVE/INSERT WOOD STOVE - FREE STANDING REPAIR & ADDFT)ONS X 510.00 X 125.00 X 515.00 VENTILATION SYSTEMS X 512.00 VENTILATION MECHANICAL EXHAUST INCINERATOR - RESIDENCE x 512.00 X 519.00 INCINERATOR - COMMERCIAL METHOD OF PAYMENT: ❑CASH D CHECK ❑ VISA CARD AUTHORIZED SIGNATURE- AEVISFD 626/05 X 522.00 ❑MC EXPIRES: VIN: SUBTOTAL PROCESSING FEE 535,00 TOTAL PERMIT FEE DUE: Building Dn'ner Name: Phone: Fax: Address: City, Stale: Zip: Contr4461:-;.'S._ri p-:,I,,14,61,+: i �.. -._ •_ - Narh--: Phone: Fax: Address: City, State: Zip: License No: City Business Lie Contact '.r-`: _ _ - ... .. _ •.". :, .- ...... ... .. - - ...... .. . . Name: Phone - _......._,. .. rr.tr = TDTAI AMOUNT 1 2 3 4 5 6 7 3 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 35 37 DESCRIPTION OF WORK FUEL. BURNING APPLIANCE FUEL BURNING APPLIANCE Equal to or Iss than 100.000 More than 100.000 X 51200 X 515.00 UNLISTED APPLIANCE (Additional Fee) UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 More than 40D,000 X 550.00 X 5100.00 USED APPLIANCE (V./SEC min. AFUE rating) USED APPLIANCE (WSEC min. AFUE rating) BOILER/REFRIGERATION BOILER/REFRIGERATION Equal to or less than 400.000 X 550.00 More than 400,000 x 5100,00 1 -10DM BTU X S1200 101 -500M BTU X 120.00 BOILERREFRIGERATIDN BOILER/REFRIGERATION BOILER/REFRIGERATION 501 - 1,000M BTU X 525.00 1.001 - 1,750M BTU X 535.00 More than 1,750M BTU X 550.00 GAS LOG. Gas INSERT, GAS FIREPLACE RANGE DRYER x 510.00 X 510.00 x 510.00 FUEL BURNING WATER HEATER X 510.00 MISC. FUEL BURNINGAPPLIANCE GAS PIPING (each outlet) DUCT SYSTEMS X 510.00 x 51.00 X $10.00 VENTILATING FANS 7/ X 510.00 AIR HANDLER (DOES NOT include dulling) AIR HANDLER (DOES NOT include ducting) EVAPORATIVE COOLERS NPE I HDDD Equal to or less than 10,00D CFM Greater than 10.000 CFM X 512.0D X 515.0D X 51000 X 550.0D TYPE II HOOD J X 510.00 HEAT PUMP/AIR CONDITIONER AIR CONDITIONER 03 TON X 512.00 3-15 TON X 520.00 AIR CONDITIONER AIR CONDITIONER 15-30 TON X 525,00 30-50 TON X 535.00 AIR CONDITIONER - LPG STORAGE TANK More than 50 TON X 560.00 X 510.00- WOOD OR PELLET STOVE/INSERT WOOD STOVE - FREE STANDING REPAIR & ADDFT)ONS X 510.00 X 125.00 X 515.00 VENTILATION SYSTEMS X 512.00 VENTILATION MECHANICAL EXHAUST INCINERATOR - RESIDENCE x 512.00 X 519.00 INCINERATOR - COMMERCIAL METHOD OF PAYMENT: ❑CASH D CHECK ❑ VISA CARD AUTHORIZED SIGNATURE- AEVISFD 626/05 X 522.00 ❑MC EXPIRES: VIN: SUBTOTAL PROCESSING FEE 535,00 TOTAL PERMIT FEE DUE: '14L t 7 ;an Valley, WA 49>_J6 dti (5091588-0036 FAX: (509)5E6-4937 Sp Cumunity Dcveioomert n-,' sxeanrvaile ore PERMIT FEE: Plumbing Permit Application ri Commercial\J Residential PERM) t NU?,4BER- • E1TE ADDRESS: Building Owner Na :c: Phone: Fax: Adds: City Sate: Zip: Contractor 9 )41. li7VG - .. . Narrc: Phone: Fax: . —' Address- City State: Zip. License No: City Btuiness Lie: Contact. Name: Phone: DESCRIPTION OF WORK S OF UNITS X COST = TOTAL AMOUNT 1 TORETS WATER CLOSET, BIDETS Z X $6.00 2 URINALS X 56.00 3 TU35 Z X 55.00 4 SHOWERS (PER TRAP) BATH. STALL. ONSITE BUILT X 56.00 5 SINKS LAVSBASINS, BAR FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO. X-RAY. FOOD. PREP/CULINARY MEAT 3 X 56.00 6 DISHWASHER X 56.00 7 CLOTHES WASHER X 56.00 6 GARBAGE DISPOSAL X 56 DD 0 WATER SOFIEJJER X 56.00 10 ELECTRIC HOT WATER TANK NOTE IF S. SEE MECHANICAL 11 FLOOR DRAINS AREA. CASE, COIL TRENCH. CONDENSATE X X 56.10 56.00 12 ROOF DRAINS/OVERFLOW DRAINS X 56.00 13 FOUNTAINS. DRINKING x $6.o0 WATER PIPING/DRAIN-IN WASTE. 14 VENT. PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR REVERSALS X $6.00 15 SEWAGE EJECTOR GRINDER SUMP PUMP X 56.00 16 WATER USING DEVK)E ICE AN/OR COFFEE MAKER HOSE BIB, STEAMER PROOFER CARBONATOR SWAMP COOLER 3 X 55.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR VATS. TANKS, BOILERS X SS 00 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X 56 00 19 MEDICAL GAS per outle) NITROUS, OXYGEN X 56.0D 20 MISCELLANEOUS PLUMBING FLX URE X 56.00 21 PRIVATE SEWAGE DISPOSAUSYS X 520.00 22 INDUSTRIAL WASTE INTERCEPTOR X 515.00 METHOD OF PAYMENT: OCASH 0 CHECK 0 VISA ❑ MC EXPIRES: Gard# VIN: AUTHORIZED SIGNATURE. REV1 ED s29m5 SUBTOTAL PROCESSING FEE S35.00 TOTAL PERMIT FEE DUE: SO6kane� jUalley Site Address: 3822 S MORROW LN Parcel Number: 55074.4003 Zoning: R-4 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project ❑ PMST. ous pre -app meeting ❑ Plan revisions Ei Transmittal Date: Thursday, January 17, 2008 Project Number: 08000154 Water District: CONSOLIDATED ID #19 Applicant: e-mail: Contact: e-mail: Contractor: CLIFF SCHMITZ CONSTRUCTION 16520 E SECRETARIAT VERADALE. WA 99037 (509) 999-7733 CLIFF SCHMITZ CONSTRUCTION. 16520 E SECRETARIAT VERADALE. WA 99037 (509) 999-7733 Owner: CLIFF SCHMITZ CONSTRUCTION, 16520 E SECRETARIAT VERADALE. WA 99037 e-mail: Occupant: e-mail: CLIFF SCHMITZ CONSTRUCTION Arch / Engineer: 16520 E SECRETARIAT VERADALE WA 99037 (509) 922-4297 e-mail: i 0) !c (r IE Ii \v/ .DJ U D u�ooN I I Project Description: SFR W/ATT GAR Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATIO SITE PLA N 2 - PLAN Please send all plan review and project comments via e-mail to the highlighted individuals. 3822 S v D 1 `L0 1 mom ..issa maw °ammo 1\) PLANNING DEPT. APPROVED LOT 10 6 1 (\‘ BY: 7423)44.774-- 111 61( DATE: / I 174-vo F City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprauge Avenue, 1#106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 2001 WSEC.Residential Compliance Form Prescriptive (Chapter 6) Options for all R Occupancies, Climate Zone 2 0, 1 Heat source: ALL SITE ADDRESS: SZZ /nand 2,1J PERMIT NO. DATE: (INSTRUCTIONS 1) Your permit will be processed more efficiently if help you with general questions about this form_ -exceptions or substitutions. 2) Glazing percentage determines which option to proceeding to the option table below_ GLAZING AREA CALCULATION: Z SF_ youprovide all of the requested information. Department staff can Your building crust match the selected option requirements without choose. Complete the following glazing area calculation before Z.IZq SF. = TOTAL WINDOW AREA = HEATED FLOOR AREA (ALL FLOORS) = NOTE: Use rough opening (R/O) for window area. Include all half -lite and full -lite door glazing in this calculation_ CANT COMPLY? If none of the Prescriptive (Chapter 6) Options below are acceptable, consider systems analysis lity to juggle (Chapteror,Component P aEore axApproach. eeadvantage llle ual U - factors (R- es) as tagsno11mmum v)lue rit excdd. Noetht tthe overallan performance no less stringent than the Prescriptive requirements. Calculations may be performed by hand °a"tetter using wsu.eds � b e compuersoftivare program. Helpful forms and other resources can be downloaded at h // gy buildings. q % OF GLAZING % r INSPECTORS C MUST BE ATTACHED TO APPROVED PLANS Glazing Area1O: Y. of Floor Floor' Slab` on Grade 058 R-21 R-30 R-10 0. Norrinal R -values are for wood fi an e asserrblies only or assemblies built in accordance with Section 501.1 d a design has a glazing ratio to the conditioned floor area of 13%, it 1. shall co requirements with for each option of the 15 / option (or ) Purposed . which caret meet the specific stall emelt with all to the option above, rrChapters 4 or 5 of this Code. r eq i ire ents of a es to above• eras calculate mrrplranc�e by Z Requirement applies to all ceangs except single ratter or joist-raulted ceilings. 'Adv' denotes Ad rarxed Framed T'i'g 3 Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be instated either on the exterior to a minimum level of R-12 or on the interior to the same level as wafts and above d r�derror insulation installed on below grade wafts shall be a water resistant rroterial. manufactured for its intended use, ycrdchg to the manufacturer's specif>c3tions. See Section 6022. 5. Floor over crawl spaces or exposed to ambient air conditions. 5. Required slab perirreter'mutations shall be a water resistant rrateria1.Yranufactured for its intended use. and installed according to cit is specifications_ 7. Int denotes standard framing 16 inches on center with headers insulated with a rrinimrmh or R-5 insulation. 8. This waft insulation regrarerrrrrt denotes R-19 wait cavity - csutation plus R-5 Loam sheattrng. 9. Doers. including all fire doors. stall be assigned default 11 -lactam from Table 10-60. overhead) as a percent of 9' r`ti°r ed r area 10. Where a maximum ging area is listed, the total glazing area (Gxrbined vertical plus as area'irritations. tion d at to that mature. Overhead gtaz with U -factor of L 4.40 or less is not included in 9t shall be fess than or aqu determined in:acibrdance. with NERC 100 or as specified in Section 5021.5. 11- Log andas solid � have t. a minimum um average thickness a 3.5 are exempt fuun this insulation requirement t2 Log sorui tirrbPl wags with a minemvm average Forrn 5-050801-2001 Residential Comp Form WALL CONSTRUCTION TABLE R602.10.6 MINIMUM WIDTHS AND TIE -DOWN FORCES OF ALTERNATE BRACED WALL PANELS SEISMIC DESIGN CATEGORY AND WINDSPEED TIE -DOWN FORCE (Ib) HEIGHT OF BRACED WALL PANEL Sheathed Width 8 ft 2' - 4" 9 ft. 2' - 8" 10 ft. 2' - 8" 11 ft. 3' - 2" 12 ft 3' - 6" SDC A, B, and C Windspeed < 110 mph R602.10.6.1, Item 1 1800 1800 1800 2000 2200 R602.10.6.1. Item 2 3000 3000 3000 3300 3600 SDC Do, Dl and D2 Windspeed < 110mph R602.10.6.1, Item 1 Sheathed Width Y-6" 2'-8" 2'-8" Notea Notea 1800 1800 1800 — — R602.10.6.1, Item 2 3000 3000 3000 — — For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Not permitted because maximum height is 10 feet. EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) MIN. 3' X 11.25' NET HEADER MAX. HEIGHT 10' ,i .L —u I. MIN. WIDTH = 16' FOR ONE STORY STRUCTURES � MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO STORY STRUCTURES ,� MIN. 2x4 FRAMING 316' MIN. THICKNESS WOOD }: STRUCTURAL PANEL SHEATHING MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) 6' TO 1E' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3' O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING 1000 LB STRAP FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN ALL FRAMING (STUDS. BLOCKING. AND SILLS) TYP. MIN. DOUBLE 2x4 POST I'�' SEE SECTION R602.10.6.2/fi LT I � _ TYPICAL PORTAL FRAME CONSTRUCTION • tir FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24' OF MID - HEIGHT. ONE ROW OF TYP. SHEATHING -TO - FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3 16D SINKERS MIN. 1000 LB TIE DOWN DEVICE • . FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® i 2) #5 rebar o extend 24 .aches beyond opening. Reinforcement for openings in plain concrete (2) #5 re beyond op do not re ar to extend ning. Doorway: uire rebar in in bottom of opening. 1909.63 Openings in walls. Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of the wall, the bars must be placed on all four sides of the opening. For openings extending to the bottom of the wall, the bars are only necessary along the sides and top. To provide continuity at the corners of the openings, the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall, and at the two top corners for other openings. WALL CONSTRUCTION NO. 4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY L<2'(0.61m) FIG R611.7(4) 611.7(5 FIG R611.7(6) 611.7(7 MIDDLE OF SPAN, A. NOT REQUIRING STIRRUPS SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) LINTEL REINFORCEMENT AS REQUIRED 2 2 z 21 E E N A — LINTEL — 24" 0.6 m > 2' (0.61 m) '0.6 m' WALL REINFORCEMENT AS REQUIRED SEE TABLE R611.7(2), R611.7(3), R811.7(8), R611.7(9) OR R811.7(10). For SI: 1 inch = 25.4 min. NOTE: Section cut through flat wall. OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX. T 1.5 IN. MIN. j 2.5 IN. MAX. NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® ff - 1.5 IN. MIN. j 2.5 IN. MAX. NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a minimum thickness of 4 inches (102 mm) shall have a minimum of one continuous No. 4 horizontal reinforc- ing bar placed at 32 inches (812 mm) on center with one bar within 12 inches (305 mm) of the top of the wall story. Concrete walls 5.5 inches (140 mm) thick or greater shall have a minimum of one continuous No.4 horizontal reinforcing bar placed at 48 inches (1219 mm) on center with one bar located with in 12 inches (305 mm) of the top of the wall story. For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 at 24 inches (610 m) on center or one No. 4 at 16 inches (407 mm) on center. For all buildings in Seismic Design Categories D, and D2, the minimum horizontal rein- forcement shall be one No. 5 at 18 inches (457 mm) on center or one No. 4 at 12 inches (305 mm) on center. Horizontal reinforcement shall be continuous around building corners using corner bars or by bending the bars. In either case, the minimum lap splice shall be 24 inches (610 mm). For townhouses in Seismic Design Category C and for all buildings in Seismic Design Cat- egories D, and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 404, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed Sdb. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180 -degree bend plus 44 extension but not less than 2'/2 inches, or a 90 -degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for i screen -grid walls over the length of the opening. When the depth of concrete above the opening is less than 12 inches for flat or waffle -grid walls, lintels in accordance with Sec- tion R611.7.3 shall be provided. Reinforcement around openings shall be provided in accordance with Table R611.7(1) and Figure R611.7(2). All reinforcement placed horizontally above or below an opening shall extend a mini- mum of 24 inches (610 mm) beyond the limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R6.11.7.1. The perimeter of all wall openings shall be framed with a minimum 2 -inch by 4 -inch plate, anchored to the wall with'/2-inch (12.7 mm) diameter anchor bolts spaced a maximum of 24 inches (610 mm) on center. The bolts shall be embedded into the concrete a mini- mum of 4 inches (102 mm) and have a minimum of 1'/2 (38 mm) inches of concrete cover to the face of the wall. Exception: The 2 -inch by 4 -inch plate is not required where the wall is formed to provide solid concrete around the perimeter of the opening with a minimum depth of 4 inches (102 mm) for the full thickness of the wall. R611.7.3 Lintels. R611.7.3.1 General requirements. Lintels shall be provided over all openings greater than or equal to 2 feet (610 mm) in width. Lintels for flat ICF walls shall be constructed in accordance with Figure R611.7(3) and Table R611.7(2) or R611.7(3). Lintels for waffle -grid ICF walls shall be constructed in accordance with Fig- ure R611.7(4) or Figure R611.7(5) and Table R611.7(4) or R611.7(5). Lintels for screen -grid ICF walls shall be constructed in accordance with Figure R611.7(6) or Figure R611.7(7). Lintel construction in accordance with Figure R611.7(3) shall be permitted to be used with waffle -grid and screen -grid ICF wall construction. Lintel depths are permitted to be increased by the height of the ICF wall located directly above the opening, pro- vided that the lintel depth spans the entire length of the opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND OPENING WIDTH (L) (feet) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle-, and Screen -Grid: L < 2 (0.61) None required None required Flat, Waffle-, and Screen -Grid: L 2 2 (0.61) Provide lintels in accordance with Section R611.7.3. Provide one No. 4 bar within 12 inches (305 mm) from the bottom of the opening. Top and bottom lintel reinforcement shall extend a minimum of 24 inches (610 mm) beyond the limits of the opening. In locations with wind speeds less than or equal to 110 mph (177 km/hr) or in Seismic Design Categories A and B, provide one No. 4 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. In locations with wind speeds greater than 110 mph (177 km/hr), townhouses in Seismic Design Category C, or all buildings in Seismic Design Categories D, and D,, provide two No. 4 bars or one No. 5 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h. NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS'.h.t.d, NO. 4 BOTTOM BAR SIZE For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: /1240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, Ar Supporting Roof Only Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof MINIMUM LINTEL THICKNESS, T LINTEL DEPTH, D Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf (inches) (inches) 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 5-5 5-0 4-5 4-6 4-0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.5 16 7-11 ' 6-5 6-0 5-3 5-4 4-10 (2-9) (1-9) (1-6) (1-2) (1-2) (1-01 '708-11 7-4 6-9 6-0 6-1 5-6 (3-51 (2-3) (1-11) (1-6) (1-7) (1-3) 24 9-10 8-1 7-6 6-7 6-9 6-1 (4-1) (2-9) (2-4) (1-10) (1-1l) (1-6) 8 5-2 4-2 3-10 3-5 3-5 3-1 r1-)0) it -2t (1-0) (0-9) (0-10) (0-S) 12 6-8 5-5 5-0 4-5 4-6 4-1 (3-0) (2-0) (1-9) (1-4) (1-4) (1-1) 5.5 16 7-10 (4-1) 6-5 (2-9) 6-0 (2-5) 5-3 (1-10) 5-4 (1-11) 4-10 (1-7) 20 8-10 7-3 6-9 6-0 6-1 5-6 (5-3) (3-6) (3-1) (2-4) (2-5) (2-0) 24 9-8 8-0 7-5 6-7 6-8 6-0 (6-3) (4-3) (3-S) (2-11) (3-0) (2-5) 8 5-2 (2-6) 4-2 (1-8) 3-11 (1-5) 3-5 t1-1) 3-6 (1-1) 3-2 (0-11) 12 6-7 5-5 5-0 4-5 4.6 4-1 (4-0) (2-8) . (2-4) (1-10) (1-10) (1-6) 7.5 16 7-9 6-5 5-11 5-3 5-4 4-10 (5-5) (3-8) (3-3) (2-6) (2-7) (2-2) 20 8-8 (6-10) 7-2 (4-8) 6-8 - (4-2) 5-11 (3-3) 6-0 ` (3-4) 5-5 (2-9) 24 9-6 7-11 /-4 6-6 6-7 6-0 (8-2) (5-8) (5-1) (3-11) (4-1) (3-4) 8 5-2 4-2 3-11 3-5 3-6 3-2 (3-1) (2-1) (1-9) (1-5) (1-5) (1-2) 9.5 12 6-7 5-5 5-0 4-5 4-6 4-1 (5-0) (3-4) -:' (3-0) (2-4) (2-5) (1-11) 7-8 6--1 5-11 5-3 5-4 4-10 16 �5 -'* t -J) (+-7) (4-2) (3-3) (3-4) (2-8) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: /1240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS"'.c.t NO. 5 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) LINTEL DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)` Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 70 psi 30 psf 70 psf 30 psf 70 psf 3.5 8 4-9 (1-2) 4-2 (0-9) 3-11 (0-8) 3-7 (0-6) 3-7 (0-6) 3-5 (0-5) 12 7-2 (1-11) 6-3 (1-3) 5-11 (1-1) 5-5 (0-10) 5-5 (0-10) 5-0 (0-8) 16 9-6 (2-9) 8-0 (1-9) 7-4 (1-6) 6-6 (1-2) 6-7 (1-2) 5-11 (1-0) )0 11-1 (3-5) 9-1 (2-3) 8-4 (1-1.1) 7-5 (1-6) 7-6 (1-7) 6-9 (1-3) 24 12-2 .(4-4) ?x 10-0 •..(Z9) 9-3 (2-4) 8-2 (I-10) 8-4 (1-11) 7-6 (1-6) 5.5 8 5-6 (1-10) 4-10 (1-2) 4-7 (1-0) 4-2 (0-9) 4-2 (0-10) 3-10 (0-8) 12 8-3 (3-0) 6-9 (2-0) 6-3 (1-9) 5-6 (1-4) 5-7 (1-4) 5-0. (1-1) 16 9-9 (4-1) 8-0 (2-9) 7-5 (2-5)` 6-6 (1-10) 6-7 (1-11) 6-0 (1-7) 20 10-11 (5-3) 9-0 (3-6) 8-4 (3-1) 7-5 (2-4) 7-6 (2-5) 6-9 (2-0) 24 12-0 (6-3) 9-11 (4-3) 9-3 (3-8) 8-2 (2-11) 8-3 (3-D) 7-6 (2-5) 7.5 8 6-1 (2-6) 5-2 tl-8) 4-9 (1-5) 4-3 (1-1) 4-3 (1-1) 3-10 (0-11) 12 8-2 (4-0) 6-9 (2-8) 6-3 (2-4) 5-6 (1-10) 5-7 5-0 (1-10) (1-6) 16 9-7 5.5) 7-11 (3-8) 7-4 (3-3) 6-6 (2-6) 6-7 6-0 (2-7) (2-2) 20 10710 (6-10) 8-1] ; (4-8) 8-4 (4-2) 7-3 (3-3) 7-6 (3-4) 6-9 (2-9) 24 11-10 '8-2) 9-10 (5-8) 9-2 (5-1) 8-1 (3-11) 8-3 (4-1) 7-5 (3-4) 9.5 8 6-4 5-2 (3-1) (2-1) 4-10 (1-9) 4-3 (1-5) 4-4 (1-5) 3-11 (1-2) 12 8-2 5 0) 6-8 (3-4) 6-2 (3-0) 5-6 (2-4) 5-7 (2-5) 5-0 (1-11) 16 9-6 (6-9) 7-11 (4-7) 7-4 . (4-2) 6-6 (3-3) 6-7 (3-4) 5-11 (2-8) 20 10-8 8-4) 8-10 (5-10) 8-3 (54) 7-4 (4-2) 7-5 - (4-3) 6-9 (3-6) 24 11-7 10-0) 9-9 (6-11) 9-0 (6-5) 8-1 (5-0) 8-2 (5-2) 7-5 (4-3) For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, 1 pound per square inch = 6.895 kNIm , 1 pound per square foot = 0.0479 kN/m'. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criterion: 1.1240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance. (A), shown in the middle portion of the span in accordance with Figure R61 1.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE®