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Home My WebLink AboutB07-0250 Plans $ ~ 4 u~ ~1{ ':dhldn'4 ~ ,਍ഀ GENERAL NOTES਍ഀ CONCRETE SHALL BE PNEUMATICALLY APPIJED is10RT~R (SHOiGRETE) CLASSIFIED AS GRADE਍ഀ "A' CONCRETE SUBJECT TO THE PROVISIONS QF THE Lt)CAI. CODE AND ACI 50&-2-89਍ഀ SHOTCRETE ShEGIFIGATIONS. i` ; ~ MAXIMUM COMFORT਍ഀ ~ ~ POOL & SPA, INC.਍ഀ CONCRETE SHALL BE COMPOSED OF 8 ~ 2~SACK QF CEMENT, 20% 3 8" AGGREGATE, 80% / 1 ~ ~ ~ 970-949-6339 ~ , { F r ,਍ഀ CflNCRE[E SAND, 3 TD 5 OZ. AIR ENTRAINING COMPOUND; 2 TO 5 OZ. WATER REDU(01~ ABMD(KtRE, tOx WATER WITH 4° SLUMP AND 60DD PSI COMPRESSIVE STRENGTH AT 28 DAYS. ~ ~਍ഀ P t' f~ t`਍ഀ RpNFORCING STEEL SHAIi. BE DEFORMED BARS CONEORt~ING TD ASTM SPECIFICATION A615 1਍ഀ GRADE 40.਍ഀ L ALL BARS 36 DIAMETERS MINIMUM. ALL STIRRUPS, TIES, AND DOWELS SHALL BE A615 . f ~ p 4 ~ J ~ ~t ~਍ഀ GRADE 40. r਍ഀ PROI~DE 3° CiFARANCE OF REINFORCEMENT STEEL FROM SOIL IN WALLS AND 3° CLEARANCE਍ഀ IN FLOOR SLABS. USE All ~4 BARS. ~ '~,.Y ~ t਍ഀ p,•^ ~ rr਍ഀ ALL BARS TD BE A MINIMUM DF 12~ flN CENTER EACH WAY.਍ഀ CONCRETE (SHOTCREiE) SHAM. BE PLACED AGANST UNDLSTRUBED NATURAL SOIL OR AGAINST ~ r~ r ~ { I/ I਍ഀ SUITABLE Fill COMPACTED TD 90q MINIMUM PROCTOR DENSITY f.~ ~ ~਍ഀ . ~ ~nX "n",9„v r ~ ."g,~'.y਍ഀ ALL PDDL AND SPA RECIRCULATION PIPING SHAH. BE PVC SCHEDULE 40 OR BETTER.਍ഀ POOL AND SPA SHALL. BE CONSTRUCTED IN COMPLIANCE WITH THE 2005 NAT1flNAl ELECTRIC਍ഀ GORE -THE 2003 INTERNATlflNAI BUILDING GORE -THE 2003 INTERNATIONAL RESIDENTIAL. v j~ `s< 'ww਍ഀ CODE -THE 2003 INTERNATIONAL MECHANICAL CODE -THE 2003 INTERNATIONAL FUEL GAS CODE -THE 2003 INI~RNAl10NAL PLUMBING CODE -THE 2003 INTERNATOONN. ENERGY਍ഀ CONSERVAI1DN CODE.਍ഀ ~r { ~y r਍ഀ POOL COVER IS CONSTRUCTED CN COMPLIANCE WITfi INTERNATIONAL RESIDENiIAt GDDE - APPEl1DIX G, AG 105.5 BA(~IER 13iCEPTIONS. COVER COMPLIES WITH ASTM F 1346, AS LISTED਍ഀ IN AG 107਍ഀ rte"" 1 ~ w.- , , ;~,.w, . d... , ~ ~ } ~ x yr ,,,.1` J਍ഀ POTABLE WATER INLETS INTO POOL AND SPA FOR MAKE UP WATER, WHEN PROTECTED BY A LISTED ATMOSPHERIC VACUUM BREAKER, SHAH. HAVE SUCK ATMOSPHERIC BREAKER INSTALLED਍ഀ ON THE DISCHARGE SIB OF TKE LAST VALVE WLiN TKE C~TICAL LEVEL NOT LESS THAN SIX਍ഀ (6j INCHES OR IN ACCORDANCE WITH ITS LISTING ABOVE THE FLOOD LEVEL RIM OF THE POOL਍ഀ EQUIPMENT AND ALL ~WNSTREAM EQUIPMENT. r rr ~ ?~.:r^" ~ ~ ~ ~਍ഀ ਍ഀ ਍ഀ y ° ;'r ~ ~ . ;X'`. ~਍ഀ r C~ ~ ~~F,..਍ഀ MA਍ഀ 4 1਍ഀ ~ €਍ഀ C'਍ഀ i~ ~਍ഀ y'r rr ~ .1' .aJ .t' ''r r ~਍ഀ ਍ഀ x^`' ~~r਍ഀ ~ h ~਍ഀ r5 ~ .i. Div N✓ s਍ഀ - -਍ഀ .•FS~ "4਍ഀ ~ aY' ,x. ~ t~ 9਍ഀ s ti r' r 5 '""ti਍ഀ i . ~,rr'.~ , . ti਍ഀ .i' _ g.. ~ 3s.~਍ഀ k~਍ഀ ~ L. N,਍ഀ f ~ ' ~a_਍ഀ f~ e~p~r~ ah ~ f ( 1 .P)਍ഀ f ~ ~ f਍ഀ ! ` i਍ഀ ਍ഀ ~ r " ' ~ F r' f~Id~ ! ;਍ഀ ~,p~ j ~ `FT' !tea਍ഀ 'X,a..,, w਍ഀ ~ ~ ~਍ഀ :'f ~ F "e਍ഀ s: f ` r i਍ഀ 1~~਍ഀ tir 4~ 1'~. .਍ഀ ~ f਍ഀ ~ ~ w w6਍ഀ `S ~ k.4਍ഀ 1~ ~ ; r਍ഀ a਍ഀ . ~h~ '1t'~. 4 Fy਍ഀ .f. , w਍ഀ ~ u!਍ഀ { ~ i i਍ഀ 5!+r ~ . r . j~_਍ഀ ..3~. ~਍ഀ S਍ഀ SCALE: fi/2"=1'-O"਍ഀ _a oe~਍ഀ 'n^v..r tlµ'"' ra ' 1 ~ ^ • V4iM.V e ~ $ _ i਍ഀ SHEET NO. e਍ഀ f k਍ഀ LANDSCAPE RL P ' f਍ഀ 24'-3" _ _ ~ a....਍ഀ - -਍ഀ FITTING SCHEDULE INDEX SPA CRITICAL DATA POOL/SPA PIPE & PETTING SCHEDULE SIZE 6" 4਍ഀ C>--- = INLET RETURN SPA SHARE - RECTANGULAR 1 P~L/SPA JEi RETURN INLET 2 1/2" LD. SPA DIMENSIONS I,D. - LENGTH - 61=0" WIDTH - 6_0"਍ഀ 2 POOL/SPA JET SUCTION OUTLET 3" I,D, = HYDROTHERAPY JET DEPTH 1 - 3-.=,6 DEPTH 2 - 5~0਍ഀ WATER SURFACE AREA 128 S.F. 3 POOL f SPA CIRCULAT~N FLOOR SUCTION OUi1.Ef 2 1 /2" I.D. "਍ഀ WA1fRl1NE PERIMETER 4$ LF. 4 P4OI. SPA SKIMMER SUCTION OUTLET 2" I.D. ~਍ഀ = JET SIDE SUCTION OUTLET / OUTSIDE Pf~ME1ER 55 LF. "਍ഀ 200 S F 5 POOL/SPA CIRCULATION RETURN INLET 2 I.D, - _ INTERIOR SURFACE AREA਍ഀ ~ = SPA SIDE CONTROL BUTTONS TOTAL WATER VOLUME 3650 GALLONS 6 AUTOMATIC COVER HYDRAULIC LINE CONDUIT 2" I.D.਍ഀ -18 = JET ELEVATION BELOW BOND BEAM TURNOVER 11ME .5 HOURS਍ഀ TURNOVER RATE 122 G.P.M. POOL SPA EQUIPMENT SCHEDULE ~ VOLTS AMPS - -਍ഀ U = JET AIR CONTROL 10 JET PUMP - 2 HP. 2 SPD - WHISPERFlO WFDS-8 1 230 1O FlLTRAII(NII MEDIA CARTRIDGE FILTER਍ഀ FILTRATION RATE G.P.M./S.F 11 CIRCULAl10N PUMP - 1/2 HP - WHISPERFLO WFE-2 1 230 7਍ഀ a = SURFACE SKIMMER OUTLET CALCULATED TDH FEET OF HEAD 12 SAND FILTER -TRITON TR-6O 1਍ഀ DISTANCE TO EQUIPMENT LF.਍ഀ = FLOOR SUCTfON OUTLET fS11f,~TF.D BATHER LOAD 8 PPL 13 POOL/SPA HEATER - CARLSON HE 5.0 1 1਍ഀ E{ 14 CHEMICAL FEEDER - R~N~W-LIFEGUARD ~ 322 1਍ഀ -~s f = WET NICHE LIGHT 15 OZONE SYSTEM - CLEARWATfR TECH D10-AD 1 115 3 4਍ഀ 16 FLOWMETER -BLUE WHIT£ IND. 2" PVC -PRIMARY 1 " Y਍ഀ 17 FLOWMETER -BLUE WNUE IND. 1" PVC - HE CIRC. 1 0਍ഀ 18 CONTROL SYSTEM - INTEIIITOUCH i9+3S 1 1 Y਍ഀ 19 POOL/SPA LIGHTS -PENTAIR SAM LJGHT 1 120 3਍ഀ t਍ഀ 24'-3" 3'-O"਍ഀ 2'-3" i6'-0" 1'-t}" 4'-6" 6"਍ഀ _ -਍ഀ f਍ഀ - - - - 1.਍ഀ i 2v 6"਍ഀ 0਍ഀ I਍ഀ ~I- ~I- fl਍ഀ 1਍ഀ 1 Y.਍ഀ Z਍ഀ 9t- ~ ~਍ഀ ਍ഀ s਍ഀ Q o LOW VOLTA i਍ഀ ~ ~ ° SENSOR T!਍ഀ ~ Sl- ' T N LOW VOLT ~ TO POOL i਍ഀ o ~ ~ CO SYS਍ഀ ~਍ഀ . 18 ~ ~S਍ഀ ~ ~਍ഀ = 13 d਍ഀ a . e._ e J਍ഀ O d਍ഀ a਍ഀ POOL/SPA JET U FLOWME਍ഀ HIGH VI~.TAGE SUPPLY਍ഀ TO JET PUMP oa-਍ഀ 19'-3" 5`-O"਍ഀ SCALE: NOT TO SCALE਍ഀ i਍ഀ 6" t~਍ഀ i t'-6" 3'-6"਍ഀ K 4਍ഀ ਍ഀ •a਍ഀ R a tD਍ഀ tti਍ഀ O਍ഀ ~ h਍ഀ ਍ഀ d਍ഀ "a਍ഀ . 4਍ഀ a . . ~਍ഀ R }਍ഀ i਍ഀ OPOOL/SPA LAYOUT PLAN਍ഀ 4 SCALE: 1/2"=1'-0"਍ഀ r਍ഀ ci -਍ഀ i~਍ഀ y~਍ഀ MAXIMUM COMFORT਍ഀ 1'-0' 1'-tA 8" 4• ~,.,1~.,~.,,~._,.1 POOL & SPA, iNC.਍ഀ 970-949-6339਍ഀ o਍ഀ • ~t• - -਍ഀ R C7 d a ° ~h਍ഀ I ,a ..d a Q d N VS • ~਍ഀ _ JJ 4 4 ~ 4਍ഀ . POOL/SPA COVER RETURN PIPING FRDM PUMP਍ഀ TO COMPLY WfiFl THIS DIMENSION d਍ഀ ° ° 'a ~ d : ASTMi F 1346 'a ~ . CHANGES਍ഀ 'd~ ' '਍ഀ . t}~ ' da c . ~ v ~ ' ,d FACE PLATE AND EYEBALL਍ഀ a ~°a SEE STEEL SCHEDULE a a• .d ~਍ഀ 'C d Gl਍ഀ . ' • . .a ~ ~ ~ PLASTER FINISH਍ഀ DRAIN PIPE TO SHE DRNN a d 4 .਍ഀ a ..d i~ ~ • 4 ' i ~ d d਍ഀ 'a ' . d; /1 ~ ~ RETURN INLET DETAIL i» ~ ti{j਍ഀ d . 4 d . , , , d • , a SCALE: 1 "=9'-Q" • 4~ a d਍ഀ d਍ഀ SHOTCREiE THROUGHOUT - ~ ~ d਍ഀ d ^4 r} ~ d d . .਍ഀ d਍ഀ a . d ' d., d਍ഀ a ' ~ d 4 d਍ഀ 1'-O"਍ഀ ET SUCTIaN FITTING & JET DETAIL SECTION ,~-D" aa~ r. eu_w~ nu਍ഀ SCALE: 1 "=1਍ഀ 1਍ഀ SCALE: 1 "=1'-Q"'਍ഀ 11"਍ഀ -v_ ter -਍ഀ ~ ~ a _਍ഀ s਍ഀ d . 4 .਍ഀ z s M '਍ഀ I N °d••~਍ഀ d਍ഀ d .਍ഀ d਍ഀ 4਍ഀ n°਍ഀ d.਍ഀ ' d d਍ഀ ad਍ഀ d a਍ഀ SCALE: 1"=1'-0"਍ഀ I਍ഀ 1 ~_Op਍ഀ ~f.਍ഀ x a 1 ~_D. ~਍ഀ • z Cif ■਍ഀ .4਍ഀ d਍ഀ .aa .਍ഀ k d p਍ഀ ' °਍ഀ . ,•a, ,a 4 4 '਍ഀ q•਍ഀ d .4 4਍ഀ d °a਍ഀ a o d. a ~਍ഀ 4 ~ : ' .4 a . d ` ~ ~ ~j~਍ഀ a d ,~e਍ഀ a. ~ . .a a,਍ഀ d. .a, ° d, i਍ഀ • .Q L] a a i਍ഀ 4 4 ' ~ ~ d 4 .਍ഀ 4, a • • d ~਍ഀ • .d d਍ഀ 44 Q~ , . d 49਍ഀ 6 STEP DETAIL SHEET NO.਍ഀ SCALE: 1"=l'-O"਍ഀ ■਍ഀ NON-EXPANSIVE EXPANSIVE EXPANSIVE NOTES TABLE SOIL SOIL SOLL fTNiSH BAND BEAM WI (4} #3਍ഀ NO. ~ EQUIVALENT EQUIVALENT EQUIVALENT GRADE. BARS PER TABLE NO. 1 & L THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED SY A CLEAR PLOT PLAN SHOWING i. KEEP SHOTGREIE (GUNITE) DAMP CONTINUa15t APPROVED SEN.ANT RECOMMENDED. FLUID PRESSURE FLUID PRESSURE FLUID PRESSURE DETAIL #12. ~ ~ SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY uNE, SLOPES AND STRUCTURES 2. DO NOT NRN ON uGHT WHEN POOL is EMPTY. NITS) DAMP (YJNTINUIX151.Y FDR t~ DAYS AFtFR INSTAIlATIDN. NT NNfN POOL IS FLPTY਍ഀ REQUIRED W/ EXPANSIVE SplL = 3O P.C,F, = 45 P.C.F. 5O P.G,F, NOTE: 2. RIP1tESENTADVES OF POOL ENGiNEFRING ENC. HAVE Nor INSPECTED THE SiTE & ARE RFIYTNG ON 3. DO NDT USE LACK RUBBER HOSE WHEN Flwt i਍ഀ BOND BEAM HORIZ BARS •Q' INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS SLOPE DECKING 1~$" COPING SEE QTT. #12 SEE DTL /12 ~ STANDARD POOL STRUCTURAL PLA11 FCfi THE ACTUAL SITE C4NDITICfTS SHOULD SITE CONDI110NS GLAZING IN HAZARDOUS LOCA 1 I਍ഀ TO 1 4" PER FOOT. MAY BE OVER OR UNDER ~-WATER VARY FROM THAT COVERED BY THIS STANDARD P041. STRUCTURAL PLAN, li I5 THE BOND BEAM SEE TABLE N0, 1 BOND ~ `I ~ VERTICAL BARS, RESPONS81uTY OF 1HE CONTRACTOR QR THE OWNER TO NOBFY P(Y01. ENpNEERING INC. AND WHEN REQUIRED BY THE BUILDING OFFlgAl, C•tAZI AWAY FROM POOL & OET•All 12. BEAMS t " " COPING a. LINE. OBTAN APPLICABLE SPEgAI ENaNEER?ZING DETAILS PRIOR TO COtIS7RUC13ON, EXPANSIVE SOIL 2448.3 ITEM 9 INCLUiNNG LOCALLY ADOPTED AME਍ഀ RAIN O S m COMPACTED 2 i~2" q U ~ DETARS ARE VALID CIf1t.Y FOR STATED EQUIVALENT Fl.WD PRESSURES AND POOL ENaNEERiNC i. C•IAZING IN WADS AND FENCES ENCLOSING INC SEE N TE BOND BEAM PER TABLE ~ ~ w MC, RECOMMENDS 1HA7 THE OWNER OR CONTRACTOR C9TAlN A SgL5 REPORT. AHD SPAS WHERE Au. OF THE FglON1NG CGN਍ഀ BELOW} ~ N0. 1 EXPANSIVE SOIL TABLE EXPANSIVE S FILL 1 aR. ~ iv ~ 3. THLS PLAN IS VALID ONLY WHEN THE CONDIRONS INDICATED BELOW ARE MET (SEE FIGURE A: THE BOTTOM EDGE OF' THE GLA7JNG 4H THE (3} ~3 (4} { } POSITIVE { } ~ SOIL y ~ ~ ABOVE WAt1dNG SURFACE ON THE POOL i਍ഀ ca BARS. ~3 BARS #3 BARS DRAINAGE & DETAIL #12 ~ Z 1805.3,1), WHEN ACTUAL S1E CONINTIONS EXCEED THE uMITAlIONS OF FIGURE 1805.3.1 OR A ~ z , ;a "r ~,6 ~ ~ w a ADDITtONAI SURCHARGES NOT WVEftEO BY FlGGRE 1805.3.1 ARE PRESENT, ApkI110HAL B,1NE GLAZING IS WITHIN 80 INCHES HORFION'਍ഀ a °z A ~ ~f t VERTICAL t VERTICAL t VERTICAL ~ VERTICAL i ~ +Iy ~ U SURCHARGE DE7AflS Wll1 BE 1tEQUIREO RIClU01NG BUT NOT UNITED TO UPSLOPE, DOWNSLtIPE, POOL OR SPA ¢ z D R STEEL STEEL STEEL STEEL ~ Fy } 4 F RETAINING WAiI, ROCK WATERFALL, GROTTO & SLIDE SURCHAR(~S. s਍ഀ ~ N ! ~ a \0 6" iLY~' ~ ~ ~ 4. THE STANDARD PIX1L STRUCTURAL PLAN 1S NOT INTENDED lO ~ AP CABLE TO NON-+CLOSURES AND SAFETY DEV ~ a t " t 1 3 ~ i " 2'S" 5t 3 12" ~ ~~'9 ' 4 ~ ~ i. E'RIDR 70 FILLING THE POOL AND 4R SPA SHA ~ ~ ~ ~ ~ 2'6" 1'-0" 5 3 ~ 12 5 3 ~ i2" 5 2 d d X ~ # " 0 1fq s a STRUCTURAL ITEMS IHCLUDIHG BUT NOT UMiI[D 70 PLUMBING, ELECTRICAL, FEHgNG{ CONCRETE਍ഀ • ~ ~ 3'O" 1'-0" 5t 5t x 5t z ~ ~ ~,Ox S» I , ~ to ~ ~ DECKING AND P4q. GE4MEIRICS FENgNG & GATES N1M NO OPENINGS C•REATER਍ഀ a p ALLOWABLE 5 1~2" za ~ ~ » x t n t " t x "0 0 ~ ~ 5, DECKING CONSTRUCTION 15 SHOWN AS RECOMMENDED MINIMUM CONSTRUCTON AND ROES NOT SELF-LATCHING W1TN LATCH A MIN. OF 4' HIGH ~ CONDITIUN ~ .I ~ 36 1-O 5 5 5 ~ ~ 4'O" 6" 3 ~ S" <"F t ~ I ° DEMONSTRATE A SYSTEM THAT YMl. RESST HEAHNG DUE TO Sql EXPAN94N. LOCAL CODES SHALL PREVAIL ~ -਍ഀ " ~ I a A ~ ~ 8. AIL Cg15TftUCDON SHALL COMPLY WITH THE LATEST ADq'lE4 EDIDUY OF THE INTERNATIONAL 2. WHEN REQUg2E0 BY THE BUILDING OFFIgAI, BA w ~ ~ , » x t " 51 " 5t 3 ~ S" 6 ;,t g S,Ox 7» x ~ ° _ w. ~ v y ~ 4 O 1'-O 5 EQUIV, FLUID ' . MIN. ~ " BUWNNG CODE AND LOCAL ORLHNANCFS. INCLUDING LOCALLY ADOPTED AMENDMENTS.਍ഀ ' » » t n 1 1 PRESSURE ~ 5`6" .V. 7. POOLS WfiH DINNG BOARDS OR SLIDES SHALL MEET THE MANUFACTURER'S P001. GEOMETRIC WHEN REQUIRED BY THE BUILDING OFFIgAI, EN ~ t 4S 1-0 5 5 3®S" 5 " = 52.4 R,C,F. , x n ~~1! $ - STANDARDS AND/iXt LOCAL CODES. 20D3 SEC7L4N 3109,5. WHERE THE SOCTION INl UNDISTURBED SOIL ~ ~ S+Dn 1, ~6x 6x x 6» x Sn 6 0 B #3 ~ 4" A ~ p' 8. S(C•NS !t SAFETY EQUIPMENT SHALL BE 1NSTAl1ED IN ACCORDANCE WITH LOCAL C4DE5, SYSTEM, IS A VACUUM CLEANER SYSTEM WHICR਍ഀ 1000 PSF MIN, t MAXIMUM, , » x 0 ? SUCTIQN INLETS WHHCH CAN ~ ISOLATED BY V I਍ഀ BEARING VALUE, 10 ~ 5'6" 2"-O" 6" ~ S" 6t St " i ~ 7 O Bt ^s 4~~4r 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMEh7 APPROVAL AND PRONSi(NTS fOR ASSiSDVE AGAINST USER ENTRAPMENT BY AN APPROVED Q• , » x DEVICES FOR THE DISABLED. LARGER GRAZE, Oft OTHER APPR04ED MEANS਍ഀ • 6"0" 2'-6" S* " 71 " 7t " ~ O' 7 6 9t r~R~ 10. CCNTRACTOR OR OWNER SHAH VERIFY" Au. HELD CON(NTIONS & DIMENSIONS At JOB SHE. ~ ~ t ~ ~ x i 0• , » » " » » t ~ 4" ~ B'O" 10" 4, POOL, tENG1H, GRADE BREAK LQCADONS do DEPTH DIMENSIQNS AS NOTED ON THE PLOT FLAN਍ഀ 5 k1 6 S 3 -O" 6 $ 7 , , Q4 ~ n » x ~ 4 ~~V SHALL COMPLY'MTH NSPI SUCC~ESTEO MINIMUM STANDARDS FOR RESK1EN7lAL FOd.S OR IN ADDf114N, WriEN REQURED DY THE BULDING J ~ Q$ » ~ x » n t » » " f SEE ~ B'6 1O 7 AI'FLiCABIE STATE AND LOCAL HEALTH OEPARIMENTS REGULATIONS ANO MANUFACTURERS EQUIPPED WITH AN ALTERNATVE BACKUP SY$T 4~9 ~Q0" ~ 7'O 3 -S 6 8 B TABLE ~ GRATE COVERS BE MISSiNG. ALTERNATIVE YACU I਍ഀ 't' 1O BE ~ O , " n t » n » x t NO, 2. 1. #3 ~ 6" Q,(`, RECOMMEHDAl14NS FOLL.OWiNC: ~`y 7 S 4 -O 6 .8 B 11, POOL LENGTH. GRADE BREAK LOCATIONS k DEPTH DIMFNaOHS AS NOTED ON 1HE PLOT T. APPROVED VACUUM RELEASE SYSTEM. .CHANGED ~ ~ » » i » n » t x VERTICAL STEEL 4 °O PLAN SHAU. COMPLY WiTH NSPI SUGGESTED MINIMUM STANDARDS Fqt RESiOENDAL POaS OR ~ APPROVED VENT PIPING.਍ഀ UNIFORMLY. 8'0 4'-6 6 9 8 DEEP & BELOW, APPLICABLE STATE AND LOCAi. HEALTH DEPARTMENT REGULATIONS AND MANUFACTURER'S 3.OTHER APPROVED DEVICES OR MEANS਍ഀ SEE TABLE 8'S" 5'-0" 6t " " 9" » LTj x REGOMMENDAD4NS NO, 1. ' c HORIZONTAL STEEL, ;ij3 12, IN ACCORDANCE WY1H ffiC 2003 EDITION, A SiTE SPEgFlC SgLS WVESDGATION MAYBE ELECTRICAL AND PLUi4IBING਍ഀ BOND BEAM NOIESs VERTICAL STEEL T 1a BARS ~ 12 Q,C. TYPICAL. °j " REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.਍ഀ , 1, BOND BEAM HORIZONTAL BARS MAY BE SEE TABLE NO, 2. ~ L Au. ELECTRCAL SHAH, eE D1 WNF4RMAHCE i • a NOTE: STRUCTURAL NOTES 2 ANY METAL WITHIN 5' of P4OI. EDGE MOST BE V1R11CAL STEEL. 5EE ~-as- OVER OR UNDER VFRTTCAL BARS. 24" MIN.਍ഀ TABLE N0.1. ~ ~ TYPICAL INCLUDING AIL SPECIAL DETAILS, HORIZONTAL S1EEC " EXTRA RgNFORgNG TO EXTEND 24 MLN. EACH SIQE OF RAMP, 3, OBTAIN EIECTPoCAI. AND FLUMgNG PERMITS AI + BARS 012" O,C, "t 1RANSI110N WALL t SOIL SHALL NAVE A MINMUM BFN2RIG VALUE OF S4QO PSF, CONCRETE SHALL BE PLACED 4, ALL EQUIPMENT SHALT. BE INSTALLED PER MAN਍ഀ ~ 24" MIN. 2. IF POOL LENGTH 15 > THAN 5O USE #'4• TO FLOOR STEEL ANQ 1NICKNESS, AGAINST UNDSTURBED SOD, OR BUILOlNG DEFARTMQTT APPROVED 90% COMPACT FlLL T}RS PLAN ACCORDANCE WiTH LOCAL REGULATIONS. HORIZONTAL S1EEL BARS IN BDNQ BEAM, IS NOT SUITABLE WtfERE P4TENTiA1 E%i5TS FOR QEFERENBAL MOVEMENT FROM DISSMILAR SaL ~ FOOLS • BE EQU1PPEiJ Wf A FTLiEPoNG S'਍ഀ #3 BARS 012" O,G. 1RANSITION WALL 3, AT THE DISt2TETTON OF THE POOL BUILDER, C4NIIIDONS UNDER P04t, SUCH AS Gux n1,L TRANSiIONS 6. BACKWASH SHALL BE QISFOSEO OF IN AN APP TO FLOGYi Sl):EL AND iHIGKNESS. #4 BRRS MAY BE USED IN BOND BEAM. 2, Au, RETNFgtgNG STETl SHAH BE DEFORMED BARS & CdNFgtM TQ ASTM A6T5 GRADE 40 FOR 7, GAS PIPING TO BE IN CONF4RMAHLCE WITH IBC਍ഀ #3 BARS AND /4 BARS SPLICES TO BE LAPPED 24' MIN. MINIMUM CLEARANCE BETWEEN Cr{ASDNRY NOTES PARALLEL BARS IS 21J2',਍ഀ ~ A 3, (1) J4 BAR IS EQUIVALENT TO AHD MAY BE USED IN PLACE OF (2) 43 OARS, WITH THE i. AU. METHODS ANA MATERIALS SE1Ail BE Ri CO ~ NO DECK .SECTION EXP, SOIL (sz.a PCF) 2 SHALLOW DEEP EN R MP 3 STANDARD >IMA~~ SE1r+T! VN EXCEPiIOH THA71F j4 BARS ARE USED FOR THE BASIC ailD, THE MAXIMUM SPACING IS ¢4 OF THE IBC pNO LOCAL ORDINANCES.਍ഀ BARS AT i8" O.C.. 2CONatETE BLOCK SHALL BE GRAVEN (EXPOSE਍ഀ TYPICAL RE6AR INSTALLA7ICN DIAgiAM 'vt (3'-O" MIN.} EQUIVALENT FLUiO PRESSURE THE FLAN TABLES SPEgFY THE MROMUM REQUIRED REINFORCEMENT, FOR C4HVENlENCE OF THE i~NTROl1ED), NgiMAL WEIatT L>tRT5 (135 PCF DECKING. MINIMUM 2 STORY WOOD TABLE NO. 5 INSTAUkR, THERE MAY $E MORE RBNFORCEMENT THAN SPEgFlEO AT ANY aVEN POINT DT THE AlL CONCRETE BL SHALL HAVE A DESTC~t ;਍ഀ WIDTH PER LOCAL 1NCLUDINO ALL POOL ENGINEERING, lNC, DETAILS FRAME BUILDING ~ EXP. JOINT & SEALANT W=g,_0* W=A'_Ox W=5'_D» W=6,_O» PDOI. STRUCTURE. 3.C•ROU7 SHAD. CONFORM 70 I6C SEC. 2103 do / BUILDING CODE. (FOR DETAILED INSTRUCTIONS, SEE 1000 ,#/FOOT MAX. PER DTI. B RECOMMENDED 5. CR4U11DING PER 24431~ECJNFPA 70-02 OF THE STRUCTURAL REINFORIXNG MUST BE 2103,10 FOR PROPORTIONS OF INGREDIENTS r~ ~਍ഀ REQ'D W/ EXPANSIVE SOILS D t t t t INSTAUEO PRIOR TO PLACEMENT OF CONCREiE R~NFORCaIENT iNSTA1IATTON INSTRUCTIONS WATER SURFACE. VERTICAL VERTICAL VERTICAL VEft11CAL 4.MORTAR SHAD. BE TYPE M Wi1H fs R 1800 p APPROX. 3" BELOW { } STEEL STEEL S1EEl STEEL 8. SHOTCRETE (GUHITE) TO BE IN CONFORMANCE WITH LBO 2003 SEODON 1914 & SHAD. HAVE A C 270, SEE IBC TABLES 2fO3.7(1),(2} FOR PRO਍ഀ ~ AT 111E BOTTQM QF 1NI5, DETAIL} BOND BEAM, COPINO-~ » t t " t " t MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPUCAi?LE, SHOTCREEE 5, ALL RQHF4RCING BARS SHAD. BE COMplE1ELY a m 2'0 #3 ~ i2" 5 #3 012 5 #3 012 $ #3 012" (GUt~gTE) t0 BE IN C7)NFgtMANGE WITH IBC 2003 SECTION f9O4 DURA81uTY REQUIREMENTS. NAVE A COVER OF NOT LESS 1NAN 2 INCHES ,਍ഀ ~ ~ s~ COPING ~ 2.6x t~" » 5th" b i~* " 5t~^ 7. CEMENT SHAlI CONFORM TO !BC 2003 SECTIDt! 1903.2, Aq 318-02, SECDON 3.2, ASTM C 150, 8. LAY COt#CREiE MASONRY UNITS IN A RUNNING a ~ DRAIN 8, USE TYPE V PORTLAND CEMENT IN AREAS N1TH MORE THAN 4.2% SULFATE CONTENT FER IBC 9, AN APPROVED DRAINAGE CONVEYANCE DENCE਍ഀ NO R.B,B, ~ " t t t t " 2403 TABLE 1904,3 AND AS DIRECTED BY LOCAL BUILDING CODES. 3 Cf p 3'0 /t" 5 /A* 5 5 SURFACE FLOW BEHIND THE WAIL N1LL HOT R਍ഀ F z " t " t " t' t " 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS OR IF THE DISCBARGE I5 UNDES12ABlE, . z d ~ 3'6 #3 0 6 5 #3 0 6 5,~" 5 10. ALL INTERIOR SURFACES OF F00I. AND SPA SHALL BE COATED WITH A WATERPROOF SILICA 10. PROVI~ 1 FT OF GRAVEL 1/4' 101 i/2਍ഀ ~ ' a ~ ~ BA51C GRID. ~ r + ~ ¢ 4'O" 6" » 5t,~" " 5t/~" #3 0 6* 5t/~" #3 0 6" PLASTER, EQUAL FRONDS DRAINAGE BEHIN4 WAIL BY E a f;< #3 BARS p 12 O.C. BENCHES & STEPS ~ ~ SPECIAL DETAIL TOP OF A) OMITTING-THE VERTICAL MORTAR JOINTS (H਍ഀ ~ NOT A PART OF I w 4'6` t~ #3 0 4" 6* #3 0 4* 6" 6* * SLOPE GRADE AT 32" ON CENTER k 2" DIAMETER਍ഀ ~ ~ m w " t t REQUIRED WHEN ABOVE FlNISH C•RADE. THIS IS NOT FERMITI r"' Y I ~ + ~ { POOL STRUCTURE, u 5'O" 7" 6,~" " 6{~" IE3 0 4" 6" #3,0 4" LESS THAN 10' B 4" DIA. SCHEDULE 40 PERF. PIPE. PLACE F L ! Tn ~ DECK DRAINS " )਍ഀ i 1 z I " ~ RECOMMENDED, _ 51/2" 5'6" t~" " 7" 7" 6~ » ~ ( ~ ~ 5-O PFR TABLE MIN. g'O" g" #3 0 3" 7' ~ 3* 7'~ 0 3" 7" 3 0 3"਍ഀ ~ BOND BEAM ~ ~ ~ # . ~ w 1 ND, L PER TABLE NO, 1 6'6* t~" » 8" 7t{~" * 7tr~" " TOE OF SLOPE OR OTHER .਍ഀ 4 ~਍ഀ 2~ ~ ~ ~ do DETAIL i2, 7,O» gx x 6t~+ * B» B» " { SPECIAL (EXPANSIVE SURCHARGE CDNDIIIONS SEE o UNDER- , SO L ' ' » + » r » t » t " GENERAL. NOTES #3) LESS TL਍ഀ a WA1ER ~V' ,f0" ADQ #3 012" O.C. LONGITUDINAL L } 7'6 9,~ 9 B/~" Nj4 (R cO LIGHT PER 0 TRANSTION FOR EXP, SOiLS, 't' SEE " » _ l਍ഀ a DETAIL #10. * x . + TABLE ~ Yr<, » " t " " " t " SPECIAL DETAIL m . + . N0. 5, ~ ~ 0 g6 1O" g f~" g g,~" REQUIRED WREN LESS਍ഀ ~ FLOOR - 5" iNIGK MIN. RLaNFQRGEO GUNITE W~ ~P THAN H/S (20' MAX.) , • ~ ~ 24 MIN, s਍ഀ ~ #3 BARS 012" 4,C• EACH DLREC114N, 11P(CAL W VERTICAL STEEL, SEE ~ ~ 0' 1RAN5LT10N WALL ~ MAIN DRNN AT LOW POINT TABLE ND, 5. TO FLOOR STEEL਍ഀ z {STEEL BASKET iS NOT REQUIRED.) MAIN DRAIN PIPE REINFORCEMENT INSTALIATTON INSTRUCTIONS D 1111CKNESS 4਍ഀ SHALL NOT ENCROACH LNTO GUNLTE SHE1L PRO410E UNDISTURBED 1HE TABLES LN ALL POOL ENGINEERING, iNC, DETAILS INDICATE THE 'D" OR TI' iHIS PLAN IS YAUk ONLY WHEN THE CONDITIONS INDICATED IN FIGURE 1805.3.1 ARE MET, WHEN ~ ENTRAPMENT PROTEC110N PER ENCLOSURES AND ISTANGE DO WA D FROM THE TOP OF THE WALL WHERE AQDITIONAL VERTICAL ~਍ഀ a SOIL D WN R HORIZONTAL STEEL m SAFETY DEVICES NOTE #3. BARS ARE AQQED TO THE BASIC GRLD TO PROVIDE THE BETNFORCEML'NT SPECIHED ACTUAL `RTE CONDI11QN5 EXC€FD THE uMITADCNS OF FlGWtE i8O5.3,1 DR ADDUtONAL #3 BARS 0+ 12" O.C. SURgiARCkS NOT COVERED BY FGURE 1805,3,1 ARE PRESENT, ADOITWNAL SURCHARGE DETAILS਍ഀ INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LN THE TABLES, THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM ~ ~ WILL BE REQUIRED INCLUDING BUT NOT uLUTEO TO UPSLOPE, D4WNSLOPf, RETAINING WAU» ROCK FIGURE 1805,3.1 THAT PLXNL IT 1S AN INCORRECT iNTERPRETAIION TIiAT THE ADDED " WATERFALL, atOTTO & SuDE SJRCHARGES਍ഀ LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. REINFORCEMENT MUST BE E)(1ELRDLDI T4 THE TOP OF 1NE WALL.਍ഀ OTES - ND SCALE 4 BUILDING SURCHARGE SECTION 5 N TYPICAL LONGITUDINAL SECTION਍ഀ APPROVED SEALANT 9 ~ LARGER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST 5*-8" 2» 2» BOND BEAM PER BE}IIND POOL WALL CONCRETE COPING. BONG BEAM PER TA61E LEVEL. TOP OF GUNITE " TABLE N0.1 & " z g 1/p ~ 3RD AND~OR Nfl1਍ഀ , N0.1 & DETAIL X12 W OUT & PLACE 4-0 MIN. DETAIL 12 #3 BAR 0 24" O.C. M ~ o ~~4TH BAR ~ ~ # GROUT All CELLS. EXPANSION JOINT ~ to i2 ~ LOCAITON MAY BY਍ഀ Aartav #15 FELT QR 4 MiL DECI{ING , SEAU+N7 REQO. TO MATCH ~ VARY TO Q ~ VISQUEEN ON TOP, THE਍ഀ ~-'-ELECTRICAL FOR EXPAN~VE SOILS. COPING ~ ROVIDE (2} #3 ~ ' . E {4} #3 COPING + DC 9c I P THA ~ t? . BARS, J' BOX, c L ~ M 21/2' CLR.਍ഀ BARS, ~ R . BETMEfN UNC 51 2" a 0 1" MIN. B S z $ MiN. ABOVE DECK, WATER ~ 0 1਍ഀ BARS ~ ~ ~3 BARS t GUT, #3 AR ~ DUNE OR FLOOD LINE WHICH ~ m z { } R ~ ~ PARALLEL. N01 " SPA UGNT ~ i2" O,C. `'t 12 O.C. ~ EVER IS GREATER. ~ ~ BAR, DECKING. ~ BARS. ~ ~ ! AROUND f ( SKIMMER NORlZ. S1iEl. ~ B tllE਍ഀ 0 t2 Q.C. " t EA, WAY. EA. WAY. t EACH WAY, 3' ° M ALL PIPES. COVER. BARS 0 ~ ~ ~ a BOND BEAM PER TABLE ~ ~ ~ 12 O,C. ~ ~ 6" BLOCK NO; 1, THI, 7'਍ഀ • EQ. £Q. 3 BARS VYt ~ ~ fro=1500 psI WOf WATER { } #3 V਍ഀ WNE~ LINE. VVV BOND BEAM " 4 ~ 3" CLR. #3 BARS 012" O.C. SHE RFDNFORgNG PER » U ' V 6 BEND BCND V~ MAY BE A 3 g• f-PLASTER਍ഀ DETAIL 1O, NOT 24 ~ " ? w ~O" ALSO, COF # " MIN, 5 MIN.--~" BEAM UNDER ~ z l , &i 3" CLR.਍ഀ REt~1RED iF 6 MIN. . ~ ~ AROUND AIL ~ SKIMMER. ~ g ~ WATER VERTICAL ~p PRECAST COPING YVITI G!£AR PROVIDED. a LINE STEET. Wf BOND BEAM਍ഀ • ~ VERt STEEL 'MIN (2) #3 BARS OR BRiCK PEP 24" MIN. LAP z 2 'Z' BARS ~ 12 , PER TABLE I T P ~ ~ SEE TABLE EMBED, N0,1 k NOSA N0, 11. ~ i਍ഀ NOTE: OR POOL. #3 BARS FlXTURE 3" D1L 12, BEND ROCK NOTE:਍ഀ PROVDE (2) ANTi-VOR11~ DRAINS, (A1E LOCATED IN SPA 012"O.C, c"v ~ ~ECTIQN AT SKIMMER jS COPPER LENS t CLR, NORLZONTAL r~RT, S1EEL. ~ti VENEER, BONA BEAM HORIZONTAL BARS MAY FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3 ABOVE EA, WAY, GROUND WiRE ~ ` Ste' ~ 45` OR 9O', Y BE OVER QR UNDER VER11CAl BARS,਍ഀ SPA Fl.OOR, PER iAPMO UNIFORM POOL ~ SPA CODE, 24 I i BARS 0 i NILE POOL MIN. " L--.. J ~ t 12" O.C BOND BEAM I਍ഀ SPA DETAILS MAY BE USED ~ iD D MIN, ~ ABLE N0. 11. PER TAetE E-PLnStnt 4਍ഀ SPA DETAILS ~ NEC APPROVED TOTAL HEIGHT =NORMAL POOL DEPTH D + HETi;#iT OF RAISED BOND BEAM, NO.1. ROCK oR FOR SPAS WITHOUT POOLS. 4 CONDUIT. BRICK .NOTCH (2} #3 5" RECESSED TOTAL HEIGHT - H 2' 3' 4' S' 6' 7' B' g' iO' 11'਍ഀ 4'-O" MIN. IMPET2VIOU5 DECK BARS EACH MLN, llGHT. . • ,v WAY AROUND ~ ~ t 5t~ 6" S" S" St~ 8" 9~ i1" 12" 12" ~~-7~-MAX LIVE dr DEAD਍ഀ APPROVED SEALANT MCHE 3" OPTIONAL W000 POST FOR਍ഀ SLOPE i 8"-1 4" PER FOOT 1J2" MIN DB'TH 1'N'. E.F,P« = VERTICAL #3 #3 #3 #3 #3 #3 #3 #3 ATTA(DtED PA7l0 STRUCTURE ~r^r-- / / ~ A n 3Q P.C.F, STI~I. X12" 012" 206" ®S* 06" 06" 06" " 4S" OR 1 I 1EVEl. TOP OF BOND NOTE; OR [N਍ഀ . „ • d' ~ (3} r~ BARS. .ROCK ON BOND BEAM, I I BEAM WITH GROUT & 31 2 fXPANSON JIXNTS 1 t I਍ഀ 8 RE IREp IN DECK ~q, t 5t~" 6" 6" 7" 8" 9" 1O" 1i" 121 13" PLACE 15# FAT OR QU ~ NOTE: GALY. SIMPSON POST BASE, I I 4 MIL NSQUEEN ON ~ ° ~ 0 t0'-0" O,G, do E.F.P. = 45 VERTICAL 3 3 3 3 3 BOND PER ELECTRICAL.਍ഀ B iv ~ ~ ~SATURAIIQN . ' ~ " INSTAIi N0, B COPPER GROUND N1RE FROM LIGHT NICHE #3* # #3 # " # " # » # " I::I TOP OF BOND BEAM. ~ ~ - I ~ ®CORNERS. 3" CLR, 5 MIN, TO SS CONDUIT TT1 PODI. REBAR OR NoN-MEFAIlIC & 50 P.C.F. ST£EL 012 012 2 a6 ~ 04 ®3 ~3 ~3 03 & PLUMBING NOTE 2. ~ RECOMMENDED PRIOR ~ + a਍ഀ o ~ ° i ~ REMAINDER OF JOINT TYPICAL IYPCCAL CtIND(fIT CAN BE USED N1TH ~SULA11]? NO. $ COPPER HkYp.YFxPANSME t » x n x " t t MASTIC ~ TO POURING DECK. IN STYROFOAM OR OTHER . P਍ഀ SKI MER MiRE INTERIOR Wj APPROVED POTTING COMPOUND GR No DECK t 5r~* 6 S 7 B 9 0 11" i2 i2 ~ u , ~ L ~ EXP. MATERIAL, PLAN AT M PER THE NEC, E.F.P. = VERTICAL CANTILEVER PLA FODi1NG RECOMMENDED CONCRETE SFIAU. NDT TOUCH #3 #3 #3 #3 ~ #4 i!`~ 312' MIN.਍ഀ FOR EXPANSIVE SOiLS, 62.4 P,G.F. X12" ®12" O6" OS" 04" 03" ®3" ®4•" ~3" 03" cDNGRETE DECKING, a TILE CONCRETE STAN} 6" COPING OR BOND BEAM..਍ഀ WHERE MINIMUM QECK REQUIREMENTS AUTHORI਍ഀ 9 SECTION AT LIGHT ~U .RAISED BOND .BEAM ~ 1 BOND .BEAM DETAILS ~2 AARON I SOIL DETAILS $ SKIMMER DETAIL EXPANS YG ARE NDT MET L)SE DETAIL #2, 1਍ഀ a 9201 N, Tustin਍ഀ pQO1 THiS PLAN HAS BEEN PREPARED !N ACCORDANCE WITH Anaheim, Calif਍ഀ engineering Fax: 71a ssa g THE INTERNATIONAL BUILDING CODE {਍ഀ a 2000 AND 2403 EDITIONS IIIC, Phone: (714} ~਍ഀ Web: w4w~.pot਍ഀ 4~#3 BARS IN BEAM! iKi BAR GRID -IBC 2003 MASTER਍ഀ 6਍ഀ i਍ഀ s 1਍ഀ NTESTT~ NIGHU~~AY Via. 70਍ഀ ਍ഀ ~ A__. f~਍ഀ 4 1 lJ ~ a~ r ~ 3Q5.~਍ഀ - _r__਍ഀ _ _ ~a.a._ ...__v_- ~--_a-_,._ .~e_~__. w ,਍ഀ M__..____~_r~_ I਍ഀ rr'' n t ~ 's਍ഀ L~ ~ I f l ~ I \ ~ ~ , ,r v~~ _ , - i ; r~E r a~~ i~~o ,v cry IJCIk'.:)N,~I~u~,iQN ~ _ h)fi r ~EM,h ::455? ~ f - _ ! 20'਍ഀ C1 11 f-~ ~j' f""~ ~(~j 1),5}1 ~ _ _ _ i ~ f _ -i - . i { A ~ ~ V i >a r Y Y ;,MP f 8.119.9 ~਍ഀ ~ - ---W...~.~.... ~i ~ l ~i~~n ~~n, ,ir~,ci ~ ~ ~ --v.4.:~~ .v._._ i 8.12.5'਍ഀ I I 1, Rr '਍ഀ _ ~ N 33 ~J5 ~ - ,਍ഀ p{ ! xr xn ~ ~ ~ ~~C'~NI .q~r,il ,is~ R2 t~ / ~ ~1'" N x314."[ FLAK 1- / A jr਍ഀ PEh ll . i j ~ (~y fi i .'i I r-~ //~J 11(1 /਍ഀ ~7 r'1 ~nM ~::1 ' '1 ~.1 t~- ~ 't Ny106 ~Arv 'ri 1਍ഀ ~ V. V v N _ ~p 534)?.4 d . ~ . V 3 ~L਍ഀ l~ ~ i ~ i . ~ ~ snKnG~ y~. G.ERr~~y~.i / r'਍ഀ ਍ഀ ~1 tNTkti 1: lv EpEp ~ d3Pi.. ~ ~਍ഀ f f. V d✓. f h~ / ~y J~ /਍ഀ , ~ r਍ഀ R a~ w I`X f਍ഀ E {T+ ~6'. rUfJi TIGN IN!;i - ~ PtPr: i ` / CV / . J. ~ f fi f਍ഀ s ~ . d rr° / i M1~਍ഀ G,rs ~ : ~ , ~ t~~ /z , ~ ,,°r਍ഀ ..15.5" ~ 1 r' ~ d ~..~T /਍ഀ Q ',^+w 1 9,; tii vVl ~ ~ F." L9 YrCr, ~ Ik F !t i. ~ o~ l~ j ~ _ C S, v~ .i..i It^4 ,1' ~C, { J~ ii li,~;. `.i of _ f਍ഀ ~ s ~ ~ t.BiP~ 5k~r` ~ f਍ഀ 1 ! ~ t t l r . ~ ~ / ~ ;਍ഀ f ~.rr ~ ~ ~ tli ~ 'ii'Ci fl!I;,'v, j਍ഀ ~ f ~ ~ ~ ,਍ഀ ~ ~ . . . 'F' t _ ~ i.., ~ , .;,,~~~5 ~ ~ ~ I ~ ~3 : x f r r ,r i~. F „ r ~ ,f਍ഀ . U~ ~ ~ t \ / . ~ . , r ,਍ഀ i ' '਍ഀ 1 ~ r ~ ~਍ഀ f ~ 1 / z4` , ~ TKr1~> I 1਍ഀ I਍ഀ ~ , . ~ , ~ ~ ~ ~ ~਍ഀ ~ 1 ~ ,਍ഀ ~ ~---K'" ~ ~ ~ ~~,,a਍ഀ .a. ,਍ഀ i O' e'~ , p ~ ; , P਍ഀ a ~ C. ~਍ഀ ~ ~ ~਍ഀ ~ ~ _ F~r~ ~~~r~,~ ~ . ,tit ~ 5t~.t~0' ~r ~਍ഀ t r V { i 3f'! of ~਍ഀ !,"CI" I{'UN ~ ~ [ r~f pry 1~1 ,?v! r~r i"(`~d~~ ~1',~ ~~1 V l`.਍ഀ r'` /'f ~S'~" Ly p~਍ഀ I ~ e"਍ഀ ~ ~ . f਍ഀ r:.". ~ r ~ ; o d਍ഀ I 4'~k~~. ....._,.._......3.m਍ഀ i.. /਍ഀ s਍ഀ ਍ഀ I਍ഀ ~ ~ ~ ~ r ~ ~ V ~ t'1਍ഀ I 1 ~ ~LU'~~ J 1਍ഀ ~ ~ i਍ഀ _ _ . , , TO.NN 0~ UAl~. COUNT ~ 0~.~~„. fi!~H,`~laY _ ~ ._u,~. ,'A!i. ~ .,i~ .1;V1i~ it '~!U: ! ~ ~'L'rai f_ }਍ഀ E 1~~+ C~. ;',,f 5.: ~ ~ .~V~~. ~ ~ it J1~~( ) iIb _ TC}WN OF VAIL ~N~਍ഀ i a ~ ,p . `1, .਍ഀ ~4਍ഀ ~਍ഀ .t਍ഀ ~I.b~l~ t ~ ~਍ഀ / ~ ~ ~਍ഀ ~ ~ p~ ~ ~ ~਍ഀ F.- ~ S਍ഀ ~ c ~਍ഀ ~ 1y t ' I? ~ ~਍ഀ ,.n਍ഀ i / ~ ~ ~ n਍ഀ I 'a T਍ഀ i਍ഀ I I ~ ~ ~ Z'3਍ഀ I I t~ ~ ~਍ഀ ~ I N h ~ ~ ~ ~ X਍ഀ p ~ / ~ ~ tit C.7਍ഀ / ~਍ഀ ~ ~ '~s } LL ~਍ഀ I ~ ~਍ഀ % / s਍ഀ I PIS M~ k~' 11'tCs ` lr" y ? r ~ ~~,a਍ഀ t ~ ~ ~ f,~ ~ / _ ~ ~ ~ C਍ഀ ~ ~ s ~ ~ - R~ ~਍ഀ i਍ഀ ~4:.~ :a,਍ഀ f i ~਍ഀ 6਍ഀ ~ ~ b਍ഀ N~ i yrr r਍ഀ i ~਍ഀ 'C਍ഀ _ri_਍ഀ ~਍ഀ ~਍ഀ ~ ~਍ഀ o~►:਍ഀ I਍ഀ e i਍ഀ ~ ~ ~ ~ ~ 1 k ~ i - -~~P - fib.਍ഀ e _ - / ~ Mf~L਍ഀ ; k਍ഀ s਍ഀ ~Q \ _ . , . _ 1 ~ _਍ഀ I ~ ~ ~ . . a; r _ :਍ഀ .N ~ , ~ 1 ~ ~ ~ j ~ ~ ~ ~਍ഀ f _ . '਍ഀ I ~ ~ ~ w i i _ - r.਍ഀ . ~ ~ ~ i ~ ~ ~਍ഀ i i ~ ~ d~ ~ ~ . /E I '਍ഀ % ~ ~਍ഀ 1 ~ j ~ ~ / r਍ഀ 1 p } i' / , , i ~ ~ , t, ~ 9 ~ ~ ~ ~ i I਍ഀ y _ ~ ~ r~.i_~~਍ഀ \r' ~ , ~਍ഀ ~ ~ ~ ~ . ; . , 5~਍ഀ r ~ ~਍ഀ . ~ i~ ~ T T਍ഀ i ~ ~4 i ~ ~਍ഀ ~ ~ ~ ~ . _਍ഀ ~ ~ ~ p਍ഀ kd ~ ~ ~ G► , _ ~ , ; i਍ഀ _ ~ ` _ _ _ . ,਍ഀ I ~ l'਍ഀ ~ ~ ; ,d _ J : ~ \ _ - .਍ഀ ~਍ഀ \ . .਍ഀ ~e r ~ ~ M ~ i~਍ഀ _ , _ .਍ഀ ~ ~ r~?`f''f`p~e਍ഀ 1' k~~਍ഀ ~ 11• ~ ~ ~ t਍ഀ ~ i ~e਍ഀ ~x ~ ~ ~ ' ~ ~ - ~ 3਍ഀ ~ ' . , a f _ ~ ~ Com~unifi Development Dep~rfiment਍ഀ ~ ~ r;rr~,dira oaf~i and lns eetion Services ~ ~ ~ _ ~ t I- ~ ~iE ~ r,~~. , r ~ v Y P m਍ഀ r ~ ~਍ഀ ~ ~ ~ t~ . .i ~,.;~;r..;, =„~~a~r~g Codellnferr2+iar.~-, S. c~j,~਍ഀ ~ ~ ; ~:,~~suance cr grartina rf _ ~਍ഀ . not be ~ N a F.,,~~; ~.,t `.,r, or an approval of, r„ f~ o= / ~ c.,._ u ~ ~ _ ~ ~f t,~~s cad- orof am otheror~inu ; ~f਍ഀ ~p~..M~_.e~ ~ ~ presuming to give aufhonry to violain cr ~ ~ ;cef the਍ഀ p~~~ h~~N-~ ~uC~s rave , . ~ ~:de or othetordinances of thetunsd~~ction;,hah not b® ~~i°~~?.._ P਍ഀ valid. -Ci,.:; i„tea ti°;~o of a permit based on construction documents and { ~ ~ ~ 4 C ~ other uu . l'~,~ ~ ;t prevent the build'ng official from requiring the਍ഀ h' ~ t~f tau r ~ ~ ~ ~ correctld~,i ci ~cr, in tl7e construction documents and ather~iata. Th9਍ഀ i;~! , 3 al.,o auttiarizod to prebent occupancy or use of a __.budding iN~ n 21਍ഀ st;ucfa~e ~ v~olu ~f tli'~s coda or of any atherortlinances a . h~;v Yhisjunsd';atian, ',r;਍ഀ PLANSEXAMfNk~R; pAT _਍ഀ ~ I (I.਍ഀ 1਍ഀ ' I"~'b I Y....' ~~zf~~~h'~b .d~-.Cam'! 15t "t~5~bb~b t.~-tp ~i~I~t'ING਍ഀ 5~~-tN~1.~~ 5r~1'~t~ r~~~tt~~t~p਍ഀ 1z71~q~11~~b 'I~ f!I~I~'~ _tetq'Ut^ ~~-1~l~hTln~ h~tw~dlt~er~t~rrw4.਍ഀ N ~ E਍ഀ ਍ഀ aa~ D- ctx c~਍ഀ ~r ~ k ~ K[ r ti਍ഀ ~ ~਍ഀ ਍ഀ ~]~~G~~ ~਍ഀ i~਍ഀ 1. ALL DIN~NSIONS ARE TO FACE OF WAD OR CONCRETE. ~ 8 k.਍ഀ ~j"~_C i"~ _ ~ 2. ALL EXTER#OR WALLS ARE 2 X 6 FRAME CONSTRUCTION, UNLESS NOTED ~ ~ `਍ഀ OTHERWISE. ~ E'਍ഀ _ ~ 6 3. ALL INTERIOR WALLS ARE 2 X 4 FRAME CONSTRUCTION, UNLESS NOTED t;਍ഀ OTI~iERW#SE. ~ P~਍ഀ S ~ 1! ALL PLUM#NG WALLS ARE 2 X 6 FRAME CONSTRUCT#ON, UNLESS NOTED ~ ~਍ഀ E... ~`4਍ഀ G I i OTHERWISE. ~ ~਍ഀ f~ I i 5. ALL F#hlISH FLt1OA ELEVA7#ONS tF.F.E. ARE TO FACE OF CONCf>~TE SLAB OR PLYWOOD ~ ~ E' ~ ~਍ഀ (VERIFY), p ~ a ~ `਍ഀ { ~ - 6. ALL INTERIOR WALLS TOI HAVE 5J8" GYP. BOARD FINISH WALLS, WALLS AND Q਍ഀ j rU ^ . CEILING OF GARAGE TO HAVE 5/8"TYPE "X" GYP. BOARD FOR 1 HOUR FIRE SEPARATION ~ m ~਍ഀ ~ „ / TO RESIDENCE. ~ ~ ~਍ഀ r. - _ ~ }t 7. ALL BATHROOMS ARE TO BE VENTED TO THE EXTERIOR WITH A FAN AND DUCT਍ഀ ci ~r਍ഀ z~ ,t SYSTEM TO PROVIDE 5 AIR CHANGES PEA HOUR (M#NIMUM).਍ഀ . . 8. PLUMBING AND ELECTRICAL TO BE INSTALLED PER CODES IN FORCE AT TIME OF z਍ഀ _ y r ~ CONSTRUCTION. ~~O ~਍ഀ _ 4i 5. FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY ~ ~ ~਍ഀ I _ It ~i~:~. ~ D#SCREPANClES, ~ ~ ~ ~਍ഀ ~ M ~ r ~ 14. PROVI~ FIBEI~aLASS GATT INSULATION AS FOLLOWS: ~ ~ ;k~~ ~ !਍ഀ _ _ ~਍ഀ _ _ ~i t~ / v' ~t਍ഀ ~ a, . ~਍ഀ .~w a਍ഀ ~ ~ M਍ഀ ~;l.p dt ' ~ ~ ~ ~ _ ~਍ഀ ~ ~ ~ r਍ഀ _ . ti ~t , . ~ . _ _ _w.._਍ഀ ~ .~~~r ~ I M.....~਍ഀ ਍ഀ ~ .t ; r~਍ഀ _ _ , i,J + Ito E~~. ~ _ ~ l..~਍ഀ ~ ,਍ഀ -d- ~ i - - _ I~਍ഀ I ~ Gi ~਍ഀ ~ I ~ I 4਍ഀ p`f'਍ഀ _ ; ~ r_~ -਍ഀ 41 ~ o w.਍ഀ ~ ~ w -਍ഀ ir,਍ഀ ~ . _ 4... 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P~Ya.r~ ~਍ഀ r਍ഀ AOL-਍ഀ r਍ഀ :E਍ഀ ਍ഀ ~ N ~ r. £ ~ 5਍ഀ ~ ~1 , l ~t਍ഀ h- ~ k~.1 ~l "'Viii Y~1'C°_t~ h~"~? lC~a ~ U o਍ഀ U~-~I_" ~ tai..਍ഀ ,r਍ഀ . w. , y r ~਍ഀ W਍ഀ r5 ~਍ഀ a ~:~p~:~w-਍ഀ _ ~j~ ~~i . \ ry~ C਍ഀ ~ r ~ k✓਍ഀ -਍ഀ ~ ~ r਍ഀ ~ ~ ~ a ~ et p਍ഀ M "6 i~ ~ ~ ~ k਍ഀ ~ ~਍ഀ ~ m U t a~਍ഀ i~ C਍ഀ ti~ ~ ~ ~਍ഀ / k਍ഀ 'P ~ 11!'r ~y i਍ഀ iy°C' M1 J਍ഀ r /.4 ~.f FY f 1 a' t, ~ ~ ~ F਍ഀ 1t ~1 ~ ~ rj _ x਍ഀ ~ ~਍ഀ 1~1 p~ ~਍ഀ i ~਍ഀ _ b-f~ H਍ഀ c~ ~ ,i-' ~ `਍ഀ ~ ~ ~~l ~~1~ ~ I ~ ~ ~਍ഀ I~ I਍ഀ ਍ഀ i ~~"ill':਍ഀ I - i.. . { f਍ഀ w. ~~►5 ~ ka.਍ഀ r m. - - ,਍ഀ ~~I~ . G ,਍ഀ ~N~ ~v ~ -਍ഀ ~ .਍ഀ ~ ~ i਍ഀ ~ , _ _ rt~, ~਍ഀ ~ _ . ~ ,਍ഀ ~ _ ~ ~ , ,਍ഀ - - ~ ~ . f.਍ഀ fi . b~.'~ tit c a 1. ~ Its਍ഀ 'r -~s.._ l_..਍ഀ _ ~ ._~.n:r... ^ ~ ~ - - . _ i ~t~~ - WAS ~ ~:~b~~~Cl d'~ ,਍ഀ y-਍ഀ ~ _ ,਍ഀ : . ~~1 ~ _਍ഀ h਍ഀ ਍ഀ 1 ~ ~ .਍ഀ _ _ _਍ഀ b ~਍ഀ ~ I r f A/fix਍ഀ f਍ഀ ~~~4... s , --I ~਍ഀ a਍ഀ I -਍ഀ ! .j.~~~. E~਍ഀ ਍ഀ ਍ഀ L਍ഀ ~~~I-n _ _਍ഀ ਍ഀ 157 ~਍ഀ _਍ഀ . 14...~~ _ _ ~਍ഀ . t਍ഀ t „ u~~.~~1~ p a _਍ഀ r਍ഀ ~ .~~I~ ' _ ~ i਍ഀ i਍ഀ i਍ഀ ~ ~ sr਍ഀ m .਍ഀ ~ ~਍ഀ ~ ~pr~~~ iy _ _ b Ertl ~ ~ i ~t~t~~਍ഀ ~ I~ . .਍ഀ ~ ..a. s . ,਍ഀ _ .਍ഀ r~'' i~~' Iota ...~.~~c;,~~ ~"n lov.-F ~ ~ _ . .਍ഀ ~ ~'"C -.-'Nt;~'t'~:#-} ~=151' G~਍ഀ ~ ~ j,,.- ~਍ഀ a a ~a~ 2% q਍ഀ / ~ ~~j਍ഀ K, ~f'਍ഀ ~ ~ ~ t ~਍ഀ ~ c~਍ഀ ~ ~਍ഀ ~ ~ ti ,E, ~ o਍ഀ ~਍ഀ i _ i਍ഀ ~ ~ I r _਍ഀ is ~ _ _ . _ ~ ~x.l~~~: ~਍ഀ _ 1. ~ i ~ I-~~'.਍ഀ ~ ~ ~ z 1 ~਍ഀ _ ~ Gtr ~ a਍ഀ { i ~ ~਍ഀ n, ~ ~~k~h'~ EKG 5`~. -C~~, M a , . ~਍ഀ o v ~ _ _ . _ fi ..o ~ ~ l਍ഀ _ ~ c G ~ ' ,਍ഀ 6~.. - _ _ -਍ഀ . h. M਍ഀ ਍ഀ _ ~ ~ 1.2਍ഀ ~ ~਍ഀ ~ . ~ C~਍ഀ ਍ഀ ਍ഀ i਍ഀ z਍ഀ i਍ഀ I I਍ഀ i਍ഀ 1਍ഀ N ~ ~ . _ .਍ഀ ~ . _਍ഀ r਍ഀ e਍ഀ t਍ഀ 5~0~~ ,਍ഀ ~~I 1~~~' _.....~~:~N ~~'i~.L :rat :~.:~,p~..: ~ :਍ഀ _.v~~ f਍ഀ E਍ഀ ਍ഀ ਍ഀ ਍ഀ .਍ഀ ~.~w5:T1 _ ¢ . a ~ . ~N- N਍ഀ I ~ ~ ~ _ _ I M ~ 1 ~ ~1.਍ഀ ~ r. ~ 4਍ഀ ~ . i 1~,਍ഀ _4I,i - .f: S .਍ഀ ~ t / _ 1x.1 b _~51p.1~G ~ f ~ - ~ _ l 1.1 ~~G -i~਍ഀ _ ~਍ഀ ~਍ഀ ~ ` ~ s + ~ t਍ഀ ..fin-਍ഀ , .਍ഀ _.~'G ~ ,਍ഀ m Y' 1' 'e਍ഀ yy T r-~+{R .~y ; ~ ~ ~ ..1 K' ' ~਍ഀ p,, ~I- ' ' ~ ~ 'r਍ഀ _ a._.~..._,_,__..~.. e F r.in, ~ . y hh਍ഀ _ , 1'11 . , ~"~.y, , ~਍ഀ max. . ~ . , i. _ . {਍ഀ . ~ t° ark਍ഀ . . . . , ~ ~ I ~ ~਍ഀ ~ , G~਍ഀ I q:, ~ . }਍ഀ . z t .p• ~I~~-._ . . , ~ ~ _ 4 ~਍ഀ 4. a i , ~ 4~਍ഀ , . _ ~ t ,਍ഀ e ~ ~ F ~ ,਍ഀ ~ ~.t,,.. .,w _ _ ~ ~਍ഀ I 1਍ഀ ~ I n~-N W k-pl~rtx,t+-਍ഀ s1N+tontLl~ ~N~t~t~'਍ഀ I Va 1~ ~ N ~਍ഀ 1 ~਍ഀ c~ o ~਍ഀ F ~ ~ ~਍ഀ ਍ഀ ~-f - t~fi ~ ~਍ഀ 3 ~਍ഀ 4 ~ E ~ ~ ,਍ഀ f 1 ~ ~ ~਍ഀ ` E ~ k ~ ~਍ഀ F~ ~ ~ ti~~~~ ~ ~ ~t ~~G~t4►~~' _ ~ ~਍ഀ ~ , ~਍ഀ ~ ~ . ~਍ഀ a ~~D ~.G 2 fo 47 .਍ഀ i ~ ~਍ഀ 1 , ~ }fit. -r s ~l~~c~:.਍ഀ ਍ഀ _ ~ 4 ~ L ~ _ _ 1 1~ v. ~ _ _ . _rv__. _ ~਍ഀ t l਍ഀ q~c. ~ . .਍ഀ . k~਍ഀ . ~ ~ ~਍ഀ -~I i a~._ _ C~.਍ഀ I~~ r;਍ഀ I~ - ' ~ I~' % ; ;਍ഀ 0 ~ - r ~ n h i ~ I _ .Y` Iii ~ ~ . , ~ , ' ~ { G ~਍ഀ ਍ഀ i ~ . f਍ഀ ' ~ ~L~਍ഀ ਍ഀ E ~ it ! ,਍ഀ . w . _ . . ~ - a . 4਍ഀ - -਍ഀ . r _ -਍ഀ • ~ ~ ~ .j~ 1 -਍ഀ _ . i / i k ~ ~਍ഀ t ~ ~ ~ I . A ~ ~ / ~ 1 ~ ' F ,1 \ ~ ~ f਍ഀ I k-~~t~ir~. . _ ~ _ .਍ഀ 1 -਍ഀ t . f ._V.... r_1'!.._ .਍ഀ ~ _਍ഀ ' ~ ~ / N~ ~ _਍ഀ j~,਍ഀ t ~ , a- ~਍ഀ ~ ~ ,਍ഀ a~~ -,r y ~਍ഀ ___i~~.~~~h_~ 1.l~iN I~਍ഀ ~H 1+~਍ഀ ~ ~ ~ ~਍ഀ _ _ _ _ . _ . _ _ . ~._~-t~u~~; per. ~ b~.1" I p t~ ~x l 5-~'! ~਍ഀ ~.~w_r:,'~ioi~ .਍ഀ ਍ഀ A਍ഀ ਍ഀ 1~t .~.~14~h~~. ~~I~~਍ഀ ~I਍ഀ ~ GI~GL~' ~L , ; ' I,਍ഀ r F਍ഀ ~ ~਍ഀ ਍ഀ ~ J,,.਍ഀ r 1~਍ഀ ਍ഀ ~ ~ '਍ഀ ਍ഀ f~ ~ 1਍ഀ ..III. 1਍ഀ ~਍ഀ c t_ . _਍ഀ _ ~ r..਍ഀ I ,਍ഀ v _਍ഀ _ ~ __.t .਍ഀ . I+------਍ഀ I ~਍ഀ ~ I I ~ ~ I~. . , ' U,਍ഀ . z਍ഀ . . i਍ഀ ਍ഀ ' ~ • ~਍ഀ ~ 1) F ~ I ~ .਍ഀ ~ I ~t---rt .਍ഀ y I਍ഀ ~ ~ . __rr _ ,਍ഀ ~ ~਍ഀ I ; _ _ ~਍ഀ W~. _ _ _ _ . .61'~਍ഀ y ~ I. ~.1~ t ~ I਍ഀ ,pp l..~, l਍ഀ i ~ w ~ ~਍ഀ f M਍ഀ ਍ഀ f 4+!'~• f d਍ഀ s਍ഀ EASTER-R.."ELE-VATIOR਍ഀ pr-~਍ഀ {਍ഀ i਍ഀ TIIESE SECTION DRAWINGS ARE FOR ARCHITECTURAL CO(I►RUINATION p„ N਍ഀ a~J AND REPRESENTATI FRAMING SELECTIONSURAL DRAWINGS F R '਍ഀ ~ ~਍ഀ ~ ,਍ഀ U r s,. ~਍ഀ E.਍ഀ i i'਍ഀ ~ ! I਍ഀ r,਍ഀ ~`2 x t~ Q਍ഀ _ . ~ ; ~ _ ~ ~ C3਍ഀ ~ ~ ~ ~ ~ 2~਍ഀ i਍ഀ ਍ഀ j਍ഀ l 2 ~਍ഀ .d.਍ഀ f~~~~wG~~+ , o਍ഀ _~:z. _਍ഀ E : ~.p.~-1~r~_:_ _ _ .਍ഀ I . _ _ ;਍ഀ ਍ഀ i I~~~਍ഀ ਍ഀ ,G._."~. _਍ഀ t,਍ഀ 1'਍ഀ yy~yy / 1° _ c~ fir. ~I.It~IG਍ഀ .._I1~' . _਍ഀ ~ - - 2 _ ~ . ~ I~ ~r-~ ~ m~_ _ . ,w .਍ഀ ~਍ഀ ~ ~਍ഀ a { .਍ഀ . i਍ഀ ~਍ഀ ਍ഀ ~ ~ ,਍ഀ ,਍ഀ ' ~I~~ tr~~~ ~4਍ഀ . - 'r.਍ഀ i j਍ഀ I਍ഀ ਍ഀ p~਍ഀ i 15਍ഀ 3਍ഀ i I਍ഀ i .~t_਍ഀ ਍ഀ f ~ _ _ tom, . ~ z i਍ഀ l਍ഀ 1਍ഀ . ~ i਍ഀ . _ ~਍ഀ ~ . J e` i਍ഀ 1~~ ~~r਍ഀ ਍ഀ - ~ . ~ ~਍ഀ -o 4'.,!^' t.. ~1~_ ...k..' Joe Y' ~'t਍ഀ .਍ഀ 8 ~ - ~ ~ I~~'Gk~►਍ഀ , L਍ഀ . , :I~ l _ _ ~ a ~ L . , 1' ~ . ~a~~ _ -bloc. , ~ .a.. ~ t਍ഀ _਍ഀ ' i r ~.a..__.._ ~ , a ~ t.,਍ഀ _ ; / ~-~N~rt~~ _ ~਍ഀ _ _ ~ p r r਍ഀ ~਍ഀ s , ~਍ഀ tr਍ഀ ~਍ഀ t. _਍ഀ b l:: ~ 4 - . a~r~ y~r. yy~. ~਍ഀ , ` '~f/9- 1~~ A. Cj ~ d~ ~1 1਍ഀ .L /......K...t I / 1. ~;~V _ .~M_:..~._ Ira 1~~► p~ ~n .਍ഀ - ~ 1 ~i਍ഀ , 1~'t ec਍ഀ ਍ഀ ਍ഀ f਍ഀ .਍ഀ LL t_ . . Q:._ 9 4A PC V_਍ഀ .਍ഀ 4t਍ഀ i W Y_ _਍ഀ jj a f਍ഀ _ ~w.m..,~..਍ഀ DOOR SCHEDULE WINDOW ~HEDU~.E _ ~ ~ _ ~਍ഀ MO. LOCAT~N WIDTH HEIGHT THK TYPE GLASS MATER FINISH ' REMARKS਍ഀ _ r~o, o~~~a-r~~ ►~o. w~o~~ o. Her. ~~~~~~a~ ~~s~ ~~~a~s ~ -਍ഀ -t Go<*PS~f.~ II~-m ~~~o~ s~~ - -l+wb ~,'IS`II'I IH4114...4LG1'I<l`~L ~1/W~bslbll~ls਍ഀ Z GbR/~!~ ~i'~~ "S''m~ ~5 ~ ~CUatf l~/ldiab ~,I~li-l~~਍ഀ ~N't'I'"~' 3 -o" G -ti" I"~4~ tea. G+t,+sst pFt'~~I».਍ഀ ~i,a.~+.~L~ ~ -o'~ - 2m MrN. ~k~~1=ssL~j~.਍ഀ o ,ap"h, 3`-a"਍ഀ L~}L'I~YrG M. ~4-t~ '4r~''G ~f°~t'~" 6 59 r/~•l`~ L~~਍ഀ ~ _ ~o O~.hIG6 ?y~<st਍ഀ a _ ~ yt-~et 1' G +f - I~,~s I P e P Z 'o ' Uta 1'I'4਍ഀ DOOR SCHEDULE GENERAL NOTES.਍ഀ 1. SEE FLOOR PLANS POR DOOR LOCATIONS AND SWINGS.਍ഀ 2. AlL EXTERIOR DOORS ARE TO HAVE JAMB EXTENDERS FOR 2 X 6 FRAME਍ഀ CONSTRUCTIOW, UNLESS NOTED OTkERWISE.਍ഀ 3. All EXTERIOR DOORS ARE TO HAVE WEATFFERSTRIPPING AND SILLS.਍ഀ 4. SEE WINDOW SCHEDULE FOR PATlO SWING AND SIDING DOOR UNITS.਍ഀ 5. ALL GLASS PANELS (EXTERIOR) SHALL BE INSULATED (5/8" AIRSPACE MINIMUM)਍ഀ GLASS SUITABLE FOR INSTALLATION ABOVE 8,000'(ALTITUDE)AHb TEMPERED AS਍ഀ REQUIRED.਍ഀ 6. POOR SYM80LS ON PLANS AND ELEVATIONS ARE NOTED AS 1O.਍ഀ ABBREVIATIONS਍ഀ S -SWING਍ഀ f?-POCKET਍ഀ OH-OVERHEAD਍ഀ ਍ഀ -਍ഀ ਍ഀ N਍ഀ 0਍ഀ 4 AU V਍ഀ {਍ഀ r਍ഀ ~ N 4'਍ഀ CQ਍ഀ ~ ~ _ _u________~.__ __~__~.m__ ~ ~I laxj~ 2 F~, Y~ KN~FF~਍ഀ ~ ~ t / ppal x ~ .~p~ ~s~sfc;~1~►a g,~ l~~r I t~ i i ~ u ~ n 1. a lA ~ V~ P~ M1t~ 2-D ~:o" ~~1~' , ~ n, 2-6 ~ caio~N L , ~~~E` ~l 2-~5 nv~~s ~2"~' ANA fioG~ ~A~ ~ar~~ w~u, (J਍ഀ . ~ ~ y ~ Purl. ~1 'fQ Igo ~ ~ s 2- ~ t~A~+ria~਍ഀ ~ 3 St,~6 P~~ PAN Ls਍ഀ ! i ~ , ' r ( ~iu!>,,T<or~ . ~ 2- #~S ;.err; ~ 1~~P N~~t E~i~~NG FR~M!NG , , ~GN Iva"'-o° r~..਍ഀ ~ ~ ~ ~3,. r Iao:.$'' ~ ~ ~ ~ ~ "`~J' ((v" i f~~ r ~ M~p04E hrw @-di7QM u~ pcA'~ s r,~ ftf'~h'GS k~J ~ _ ~਍ഀ ~ 07 j ~ f, , ~ h ,,,-1. E sN :j:-~਍ഀ ~ 1 -tea 16 ~ a r y ~ Up i (`t{{III {j'tJJ{~77~~~~''~~ I}I਍ഀ ! ~ ' ~ , r ~ Lr਍ഀ I i ~ ~ . ~ ~ ~ Wk 1 ~ ~ ' N ~ % i~ ! ~ >Ih~rµ ~rt~1~ ~ 3b a,~ # ~ ~ ,਍ഀ ! I figs ~ 1 I ~ ! % GI i ~ I i ~%I,~ILU ! f-- IUO~~a ~ TiE~i 1"~P ; ~਍ഀ "਍ഀ ' X11 ~ ' .਍ഀ ! ~ I਍ഀ „ ~ , E ~਍ഀ ? } ~ ~ ~n~ ~ o td . k ~1 ail-i~ j 1;~~~~~N~(17 ~~)lli'~lJ਍ഀ i4 J~1 ~ I 1 ~ !਍ഀ ~ ,!~1 3' #~5 I3~-~, off; ~ kt~~਍ഀ r- F ! ! ~ 3-~S o ~਍ഀ # ~,i ~~~'~n ~ it ~ $~{t~ZirJC> ~N~f~~tJ1~.0਍ഀ ~ Y-l N iJ ~N, ir4~਍ഀ o ,"r,~, 5Wr'~. ~ P ~~i- ~EF,h- 'Dr-~JewR~y ~ axe J ~ _ ~ P {਍ഀ ! , >1 a /.f;6 ~s~ 1 - ~ t਍ഀ J ! _ G 3 ~ ~ ~ ~i ~ tiR ~ rl € ~ , ~ ~ I l `EnyJ ~ -1 I ~ ~ ~rJG ("~~i~(ttlPrl਍ഀ ~ ` ~ ~r਍ഀ ~ r' j22,~5 ' ~ 96' ~i''~ ( 2~0਍ഀ 1਍ഀ ~ ~ 1~ vAF r,. I ~ ~ ,਍ഀ ~ ~ t ~ t IZ' ~ d( ~w_..਍ഀ ~ `~.~tl • I a ~t" r~. i ~ as ~ , ~ t਍ഀ ---t - - ~਍ഀ ! ~ -a _r _ ! ~ ~ TtPi Wry ~ i ~ ~਍ഀ b1~ ~ 2 4' ' ~ i, i ~਍ഀ e if ~ 1 1 N ~ I ti 4"~-11/¢ ~ ~਍ഀ ~ { ~ s~ {N~ck~~~ 5us6 w਍ഀ ~ I7 ' ~ ~ ~ ~i ~ ~ ; b" x fo ~1 "V,',਍ഀ r 1 e ~ P ~ i~.P.i_S F>AC~1 4 to ~਍ഀ 11 Gilt'`{ ~ ! ~਍ഀ b ~1 ~ ~ o~ 1 ~1 y _~v_._... r o i~-~~~ ! I D਍ഀ 1 ~A i਍ഀ o ~1 ~ ~ d _ 5~ ~ j ,...._._rv . .w...-.-਍ഀ IWI~਍ഀ i ~ ~ i y ~ l 4 f਍ഀ 1` f ~ ~ 7 1 ' E 4 '਍ഀ 1਍ഀ ~ ~ V ( !਍ഀ k. ~ ~ s w__ . ~ 1਍ഀ _ w~ ~ ~ r_਍ഀ !਍ഀ 4 ~F ; ~਍ഀ ~9 ' r Qa ~u r ~s,>s.~r>?; :~~ta~-o~7~;~-ht~~c F~rr1F'Fp ~ ~ ~ O਍ഀ ! 4-~~ u~~- ~x6~a~;~~~,%r;~~rr;~~o ~ f਍ഀ . I i ~ , ~ G਍ഀ 2 6~i ~~RG llN" P~, MGT--~ ~ r~ b ~ ~ / ~਍ഀ ~ ~਍ഀ N਍ഀ S I Toni ~;v~ q਍ഀ t~,,. . ~ ~਍ഀ ' ~ rt ! ~ T"- ~ r਍ഀ u਍ഀ l _ - - ~ 7 c r (:x~ ~N~~ N.Y~~trD਍ഀ ` ~ ~ ' ) . ! _ ~1 ...loo-8" 1'~ E-~t~i~NG drtDh'~~਍ഀ tuy.! 1~t!- ~ u Ib me ~F~~~~ro 6 lNrtO਍ഀ ( F2c15'nr~G r~Nn G~u'~4 ,_t_. ,rur"~~ ~a'~DE ! 1 _ _ ,v _ .n_~ _਍ഀ w aJ~i~: ~r;,(~uxl~ F _ 1 3 t~rtl~or~S lYPICJKI.~ ~ ~ ! ~'ot ~ °d '~7 ~1'ni li~} J!I(~j :~r'iNt ~'i~ i ~b i਍ഀ ' ~ ~ _ ' 1਍ഀ ixta~{ ; I ~ ! ~ ~਍ഀ ~ ~xlsn~G r~~ M~¢ S(਍ഀ ~ ~UrIDtrT1aN 7"n I P-~Mk~N,਍ഀ ਍ഀ . _ : 1 ~ =p ~ ; 1਍ഀ rn I਍ഀ v M I ~ ~਍ഀ 1 ~ Y'Ul~j °N (~tiA~DE,- 2`012'0 r i _ 1਍ഀ 5 ~~,LU t7~R-DtfiJ,k~, W 3 ~ ' ~ ~ 1 ~ 1 1਍ഀ ~ ;~rralus RT T~M~ h ~a~ , w~ 'r ,~~~>~?a7GTio~਍ഀ -t I਍ഀ ~ _ I ~਍ഀ ~ ! ~ ~ „ 1 ~ ~ ~ x ~.o x to਍ഀ ~ ~ ` I ~"2 o,~ ~ SE.~7t D਍ഀ J ~ ~f v 3~3਍ഀ S~ , ~ , I਍ഀ 13-0਍ഀ ve~.~~r਍ഀ ~਍ഀ iat5~: ~ ~xl`>T~NC?਍ഀ I.C;~ aN ~'W` ➢5- did 1਍ഀ ~iu਍ഀ C/"11'IAIM AT1/"1A1 MI A KI਍ഀ f• N tt? rit~਍ഀ ~਍ഀ th0਍ഀ `9 x ~਍ഀ n 0਍ഀ / x਍ഀ N ~ ~ STRUCTURAL SPECIFlCATit~NS ~਍ഀ x ~ _ 1~ I'oonilnlinpdrei{;rthnsrd uprm asscimed m,rxinnun unls he tr!n}; cftpacilynf?Si)U 91 Sitcath 4riors utui T arul (i pl}lvond with mmtmum span riling 4f dQ12(hu਍ഀ N ~ ~ ~ ~ ~ x 1~ ~ t 1~ ~l ~ ~ }xf .,nil BfjU,vafcn(flUhl pressure u(SS pct usr.; in prcv loos rcmrxlPls oCth°.s ocilcr ~uul g'uc with PLdpO Nail plpssoodR'ith IOd~G.•oc lu aq jgtsts, liufd ~ ~r ~ ~p -~Ii x ~ tt s arc In neat ulxm nuu t ,nuLsuirBed soil ur w u}t ~.ctetl cuo~dm;dc scrou opt,ott. Cuscr Jccks •.utn 2r +Reilwoad wttli'Z scrams pc਍ഀ ~ x y . _ i ~ } ` g 'J ~ ~ ~ I s~utur,~~i' tll~ +~~~n cdhslhcsoikcn~,u•c AiLmtlucjivolwisicport!a hcrnngpoint ur~rlu.t~.~ ~ ~L y ~ )IElthcnlb;rot(swtdt5.8"ply<torlcvil'nnnuunumspau mntr;~I0l2porbe(tcr.਍ഀ "_j _ i ;rut .ion r ~.tnd pen ~~,ctrr of ctruclurc sha,l ir•r~c t ..tl ~,~,tm foss p~otCCtitlfl nail pI}vcood n ilh f+d ut G nc d paacl edycs uiti u, dt urtcnnedigte਍ഀ Ca ~ 5~ x { ~ ( ~ ~ , (f Js o ho(~: n ~ t I n ~ug A t I~:nnulapui c- us and czdumas to he rr dc[Cd a!t i tcmbus coaitcl oliuviacash un,ihcrvis~urpl~n., .'.jShc~thal~cztcnor says with ''1~1vn:nodtulhnuninruru~panslinguf?S(Uor ~ ~ •਍ഀ I s ( € i ~ i . 3) !t u i ,Fare c ~ c etc m nl he made. s Ih I ~ rtlrrl unui and alt i n b Irr 'v.iii n i h 5 I rr; 6' o. t~ ail viudv ,਍ഀ mu i ~ t om icssnc strcn~ d l ~CU6 ris i~l d ~ r r tnnnm ~ ru t~rc•ssiv~ 12) I nc bads ttsc I fa c' ,ign ~ s cny•' ~u dpi n ~ni a let 25 .a}. inrcui uric used in d:.6sl. Ucsrf i based upon ~ltcol-fi0 psf snore ~ Q਍ഀ j ~ + i k ! ~0; ; ? HLll.f)I~'GC'O(~hRP,QItIP ti~ill`:TSIO1?R1l~.FOR(~lii)('QNl'RF:IE~,(A('f Fh~ur-50psfresidcnlial਍ഀ U ~y, ~ i I ~ r N ~ f ? i I'1'19. (ner;~c plarement ;o conform .vith "t'onslniclion RcquiremcnLs° ae- Deck-100 psf. ~ _ dcr,tx~d In A(I It :1+1 ar a~ac slabs ~ o gru'c mall bcpmairkd coi~drol ;scored ~ -~','in~! 90 mph (1 second t tst). (~xnrr;urc H,਍ഀ ' ~o~ [ 5f8 ~ 112, 4 ~ ~ or cut) n nca rr~~nxc cv~idr :oils mrport A-I erpnsal elves of concrete shall have -I.arthqurtke-Zone ('~IH~'.਍ഀ ~ r, { t ~ 12 ~ ~ .G. cl a .icr ('cmcrele urun s! aJ noI have t,y hnriumuu cohl joints unless t All constnx~lioto must comply wills die?Ilf)1 Intcrrauorrdl fluilding ('ode as au,h.~~~.zJ h•, ltr cm,mcer. Field n;o« linafc ull vcr!ical cold jr~n:6 ,v:Jt slriciur2l~ adoptrd bulbs ldwn of Vail Nuiidinl, Dcpurincn• and ;hc °Gcnentl Conditions of਍ഀ r - ' } ~ ~ rn ~hccr .isc conlitxtous cuCri~ w;i;er slop tt al; cohi joins the ('omrtq Ins (onstrucli rr . (Alri I1~~cunuN A?Ui) AI! eonsutiction roust be s• , J1 6etrt ~~.eg stet' rs r1~S f,b1 G,.rde X10_ N! scldal wiry. ±aiuic must conform to evmilclcd willun the lo!cranccs descnhcd in the"Rcsid<ntiul C~.rnstructiort i਍ഀ ~~a ~ ! ~ s z ~ i i.,, { Ati•;'s1Af55- kci~l:~tccnu~tlvlaiemcnlspd~leo~i(ormlu~MAK~U,1L0(~ ~ Pcrfomrancc(iuidelines' asprcparcdhvthr„A'AT1O~','i11 ASSO('iATI~NQF ~ r n^o਍ഀ ~ i ~ l i I i 1 i C 11'~!)nRD I r+ 1C I I(~!t vnt, i ,t~t pr<~p uc I h; CRS All rqt sph cs he ' }1O1t1' E3U11 D}:RS_ ~ ~ r~~ 11 r n t un r~_ I ~r h unc(er< tt, hurizoutr~ tt i tfon~cnuM to he cool n,~ous ar;mnd 14)1 uneu ncE welt ,iv lirllows- ~!J਍ഀ 6 ~ ~ ~ ~ i c - cn soil a; u _ i nctsccuons .tilinim t r r-ru(nrccmcm protcch yr ~P.xlcrior-2,iG ~u f G" oc ~ )਍ഀ concrctr pou-ect ~~u ain;t e,uth ~ ~ IntGiur ?x4 %e? 16" oe, u~i ass eotcd othcncisc - cte isponct ra.s 1>lgllb my utvt uulrttl~is¢clibcirtpwnc!'•»t$amt,onc~hungwjtr!਍ഀ r` j" ~t~~ 1 f ~ m i ~rX1~ rrncrUC spurs ' ti111~ 1O'n 5trm r (ic h mv,us rr qqt os r upr tls਍ഀ i ~ ~ , _ 1 • € i s Ap nuubct shall bt Uate~l~ir' ~ S45 ar bcQcr ,il' wolm:u,rred lumber shall6e r!,} All N,ntchtrnl incmheis me .Ir ~crr, in Ihctr find }nuiuzms priipcrsv braced ~utd • ll~ n I u' SKIS or hcilcr fell :~~r,nhcr width, i 8' of lirish >;radc nurst he st,ppo Icd', tl:uinr, rorslruction it ma~,~ be narssary'~t Ir;upor,;nlg shnrepur;iouS ~F i,਍ഀ j [ ~ ~ ~ ~ wolnraniicd!. Prc~cidesotid hbcking:ll H'-o° on un;s in all diaphr,tgtns. All of fhc strucln c wLilc other portions xec'uim; consu'ucla~ (i,~tutct [hc cnhiua~r s. colum.s'o he cr i.;^,uous h.ariny, x~ fnundaCoi - Cnh.nuts spuctpcd on p'rurs are i r unsuhaUun as required.਍ഀ ~ b ~ ~ r, umcrs, pro id ore k;rg s!ud for opcnmgs to b' ; irr` 7_ stn}; z'„ ds far ."';Gcttcral ('ootraclor is respoaaiblc ibr all °rn spcclliul <nunrcGory, a n,ac:਍ഀ r~' r i ~ K I 1 ~j ? ~ CAL ~ t~, x ~ 16I2 ; , ~W onuungs Deer 6'.(t° Cngincor for drt uls.rs rcyuuc~d fbe engineer is br ~~gtpmw ail strod~~iral o; hil;utt nmtc~i tk n•amr,tacuae and goal 1v anttn;l s=.tall conform k) d1Tl' Product a~~bslittaions਍ഀ - - ~ . ~ ! CMG 5'~~' x ; I h`l, L , .Stand 3 d PS Sf ~i, S1Rf;C[ GR•V CILI L f.-1~t.II JA i FaJ ~]l:ti4B[il< and :SjGenrrd Contractor is Incoordinate ail di iph~rtgm pendntinns li c rnim;~c}~5.਍ഀ Ca~S~~X}b~~ ~ !_M~fiNAfl'<('Sl'PCIFI('.1fK)°~~'S,AI{(~Iil$41)hS!(,Vr. Simple spanhcatus plumbing,sewers,elc.j(hnwghfloors,wells nui!s:uu~hn~nda;ionvrdlstruh ~ - shat{ he Cumhiol,inn Svmbu! 24F-V4 ~•v,th uo ramLcr. (:~nuinuoos or app~o}x~t ~ soh-cnnlraclocs General (bntr•rct~rr a respnr~ib;c for the means,਍ഀ G ~ ~ r eantileti~tred hearts shall he ('onabmation st r.?ml l4P-V.4 wi!h no cu:ficr n~thods. trdutiqucs, sequerc~s, prurahtre;, uv,rkm t~ ;nip, seasons su~,ednlmr:਍ഀ JJ n A<tl c;iv~rS shell rnu(bnu to the requirements hr wet cUndilinns otservitc ,rod oh~site s stet ascodaled u'~,th Ihts pmjec! The. G n ~ra; Cordr~clor is to ' ~ Sh.•c!wal s!ccl shat' ha ASI~i A,d6 or beLc undto~'>oils a;u1 `~olis shall Vx c ,w all dinxn9ioas rmd clcrmionn w~ilb Iha ,uchitecrtual dr'nrinfs ~utily਍ഀ ~ ~ ~ ~ (r ~ rw A?1 r nr LCt'.r. All slroc(ural steel is kt b~ dt a:Ied, labrictled, p8inlerf and engineer o[ all conflicts and nnussiens bc~tvern various elcmeuls of the .corking਍ഀ i ~ ; ~ ' ~ - ~ Y erected in accordance nigh 1'.SC ~"'~LI:L ClTNSTRU('"1'IQN'vl~A"+i,Al,, 20Ui druvings :mil Iiie r~tisling conditions prior to comntenc nr; w~i1h dtat ptr~io!: of the a tJ COD[- Uf Sl A.NI)ARD PIZ,tCTiCF. ;1ltwdding to k,c perRrruuJ hq a project General Conlrnctoris m inspect remodel projects and vcnfc prior use and਍ഀ ' (:d ~ ~ l I, ~ X ~ ~ CJ "~~i X it r, ~ 5...162 calif!edweldcrnnccnnlorm;oA!S(~:md•°Vtl',tiSI~RI~(`fURAL1'rl'LD(,'JG hrnperdispus;tlo(esistinp~inate;islslic.:~sheslns,etclr~crcquiredhvcodr (UI)! , .6itD, ,t11 clcc'ntdcs In he [f9-?OXX A!I Tniholt W,Jg: Anchors to ne do tl.t~,• of a!' csislittg Inddcn gnic!urn(p~.ans h~ascd ~tpxni plans by LI'JUAI,਍ഀ ~ ~ ~ i is a!icd according ro manu8raurc(s spinl'tcations rind details- CiipAR IIGS1[ S dalal 5.3-7f,-਍ഀ ~ - I ~ i - ~ 6~ (3(. s ,~.nd VCrsalarts (2.(1;-1 -trc ns nrar~t anl,u~:d by 3O1SI: ('AS('ADE~: i4) rAI ~,n,rlcrials oxposcd lu ce=.error imd or ntoist~,u~~ conditions si.t:' he trcmc;l `oi _ i'OR1'ORA"CIO; sec shtrp dt;cccings and manufaGurcrs standard dGaiLs .hll these amdiuuns (i c., chen•ical trt;dnnt 1 ahimng, palutint!, damprooling, t਍ഀ „f.~ x x~ i I ~ x ~ I I ,r ~ fiu,l ty 'dr~c, tai r ms nuisf he glued s+~ith PLd(~ and nailed wilt 2 rows of ~ncmnr,~res. fl tr,tine, etc.) a, rcr~nireJ hp code :111 lnnlerals to ian treated ('Or CirU਍ഀ ~ . 11 ~l ~'~ci 6op~ ~ ~ ~ b,~, ' ~ ; 1 f ct spin. ; ;uf oe- Vecvu' ton ';epcr'h.m f 17rR° niusl be hulled together sci{;] [~,iitance ac icgwred b1' code nws of SlR' t~ia tm(cr bnl , cp,~ccd r"ir, ~S' uc slaggcrcd.:1(cSal X hotting਍ഀ r ~ . _ x N ~ ~ d- rctµured ,rt 3'-(k ~ to al! d ttt tr'~{ns- NI-aUcrnatcs In be rcvicsrcd';utd approved਍ഀ m tn` m. ~ ! r ! - - I ~ I ~ ~ I ~~I° bet t cr.t;iuccr.਍ഀ !਍ഀ - ~ ~ , ~ ro \ ~਍ഀ w._.~.~਍ഀ ~,2~~ ~ , , \਍ഀ n t~ ~਍ഀ ~ J~ f ' i਍ഀ ~ ~ ( i 1 E -,f M z E਍ഀ ~ ~ N . i ry . - y ~ s ( ~ ! 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I I ' _ ~਍ഀ ~f ~ _ ~ , ~ ,਍ഀ 0 G'~ ~j. Go _i, Q਍ഀ ~ - - ~ _ _਍ഀ ~ -r-~ I਍ഀ I - ~ ~ ► ~਍ഀ ~ ~ 1 a -z .਍ഀ - - . ~਍ഀ ਍ഀ ~ ~ _ ~ ~ ~ o ~ ~਍ഀ p p.~ . _ - _ . , _ ~ w਍ഀ _ . 3਍ഀ a~਍ഀ ~਍ഀ . _ 1=~N_b INS. i਍ഀ _ p~►਍ഀ .਍ഀ ~ . ,਍ഀ t .਍ഀ _ _਍ഀ _ ~ _ . ,਍ഀ ~ _਍ഀ aT .਍ഀ ► t਍ഀ ਍ഀ } ~ ~~.~~'~N ~ ~ - ~਍ഀ ਍ഀ _਍ഀ ~Il~~pl-ac ?਍ഀ _ ~ r _ H~~~~+~ ~ SINN਍ഀ ~xl~~~. p~c.k ._,_v਍ഀ o ~਍ഀ ~ _ ~ a _਍ഀ ~਍ഀ ~ pl1'Idh~ ~~I t~ b਍ഀ o x਍ഀ G _ MAIN. FLOOR.. PLAN A2਍ഀ r਍ഀ 4~਍ഀ , .਍ഀ ਍ഀ ~਍ഀ INTE ' RSTATE HIGHWAY਍ഀ No, 7C \ ~਍ഀ O਍ഀ _--r-----਍ഀ ' ~਍ഀ \ ~ ~਍ഀ ਍ഀ o~਍ഀ / ~ CHA~ LINK FENCE਍ഀ N 87'33' _ oUNO PIN a~ ~ 05 W਍ഀ 3 5, 9 r'i L. , 4551਍ഀ p/~} 20' ~ v p1਍ഀ [J V V T UTILITY EASE N C MENT REE਍ഀ 1 , DRIV E 44 R. W਍ഀ L਍ഀ i rr N 87 33਍ഀ a, ~5 W 95.73 I=70 31 29 ~਍ഀ . ~aT 10਍ഀ r. ~~®45Y1f 1/ • / ~r..a55t39 ~ ~ rr/.਍ഀ D.4510 AC{~ES / r ~ / / rrrr rrr਍ഀ /rrr ~ //rrr t~„ , rrrr rrrr J i਍ഀ /rrr rrrr ,r ~ / rrr਍ഀ of r'" .OUTLINE OF rrrr /rrr਍ഀ rrrr UILDING rrr / rrrr rrrr ~ l਍ഀ rrrr rrr/ /rrrr਍ഀ rrr ~,r r r 'tl rrr rrr✓ /਍ഀ ~ r1r //1rJ / ~ \ ~ rr// ~ / ~ /਍ഀ r/// rr ` rJ /f //i ///f /਍ഀ ~r rrrrrrr 8702.2਍ഀ / ~ f \ r / / / /QOQR 511E ~ / r r t ) ~,,,"V਍ഀ i ~ ' t~ ~ DECK ~਍ഀ ~ ~ / C ~਍ഀ ~ ~਍ഀ ~ ~ ti ~ ~ ~ ~ r਍ഀ / ~ ~ ,਍ഀ ~ ~ . j਍ഀ . --1 ~ i .਍ഀ t.~਍ഀ f਍ഀ ' ~ ~ f i'਍ഀ SPLIT RAIL FENCE 2D~਍ഀ . FOUND PI do CAP l ~.5. ,LLIEG►~ TRACT r਍ഀ C \ / (DAMAGED) t਍ഀ I਍ഀ ~ ~ t਍ഀ 04 i 8 ~਍ഀ f~ i `dJ i EASE ENT /਍ഀ ~jO.. RNEROCK ' Z~ / / PLA N ~ I਍ഀ ~J਍ഀ / / ..ter਍ഀ e2sa~ ~ l ~ 'r~'~਍ഀ ਍ഀ . ~ . sEWER ~ ~ ~ 4` /਍ഀ j ~ MANwOLE ~ ~ ~਍ഀ r' ~ ~ ~ ~਍ഀ ~ ~ G / ~ , ~਍ഀ r਍ഀ ~ / CENTERLINE OF CREEK਍ഀ .r' f਍ഀ r਍ഀ ~ ~ I਍ഀ / 1 / /਍ഀ / 1਍ഀ / ~ / J਍ഀ ~r / ~ 1਍ഀ f਍ഀ / ~ / t਍ഀ ' I f 'ti,,਍ഀ / 1਍ഀ g2~~ r I਍ഀ i਍ഀ ~ ~ ~tQ਍ഀ ~ 1 gORE ~,E~" . EOM ~C 1਍ഀ ov~~ a°° ~ z਍ഀ ~ ~e X10 4'~਍ഀ pX. ~ G ~ AREA INU DATED WITw਍ഀ P~'~~ ~ WATER C NELS ~7਍ഀ 1਍ഀ $~~a਍ഀ t=਍ഀ i਍ഀ r਍ഀ Ot਍ഀ a2਍ഀ ~ 07 04਍ഀ ਍ഀ ..r'਍ഀ DRAWN BY- L.P.਍ഀ c਍ഀ CHECKED BY L.P.਍ഀ PROJEor NO,: 9681਍ഀ } ,਍ഀ DA ID 10-30-96਍ഀ Cllr e~,ez G" No,_ 6 c "t'f'਍ഀ sHECT r1F਍ഀ ..............».~..,._,~,.,M..~,.n.~਍ഀ y I਍ഀ I ~ U o਍ഀ i ~ ~਍ഀ ~ ~ z j਍ഀ c.a਍ഀ ~ jr 1 7 ~ ~ i "r{਍ഀ ~ ~ ~ ~਍ഀ '~j ~਍ഀ ~ i਍ഀ q ~~I.~~~ G~t~ ~ ~ ~਍ഀ ~਍ഀ ~ i ~ ~ ~ 3 ~ t਍ഀ ~ ~਍ഀ ~ ~ ~਍ഀ r ~ ~਍ഀ r਍ഀ r,਍ഀ y d ' ' ' ~ r. ` 9z਍ഀ 1 ~਍ഀ 1਍ഀ , t J / fr਍ഀ ' ~ f +t਍ഀ 1਍ഀ • f . k~਍ഀ ,1 . i਍ഀ M« ®di ;r~ , y , 'C t T'~਍ഀ e ,~,w , ~ 6਍ഀ i ~ ~ ,਍ഀ ~ ]a.Y~਍ഀ . ..M . ~ ~ rQ਍ഀ t਍ഀ ~਍ഀ ਍ഀ / ~ \ ' , r r ~ . F }਍ഀ f਍ഀ ~ R਍ഀ V~ " ~ f,਍ഀ f f . r~ii (t f ~ ~ 1 ~ " ~ .਍ഀ r਍ഀ ~o ~ + ~ ~ ~ ~ ! y '਍ഀ .,'..fix I.5'~" ~ ":~~G.'~"I.~.M ' ~ . ,਍ഀ "'a ~ ~ ~ I.E.• t'-~~L i ~ f਍ഀ r਍ഀ j . ~4 1਍ഀ ~ rr ~ ~ r , i~਍ഀ ~ ~ ~ • ~ ,਍ഀ a. , . ,..~.3.'.~਍ഀ 9਍ഀ ਍ഀ ~ . i਍ഀ t, ~਍ഀ ~ 0~' rr਍ഀ ਍ഀ ,਍ഀ I~ ~ • i਍ഀ ਍ഀ ~ G. •3 r i਍ഀ f"L~- ~ h ~ ~ ~ ~ ~ ~ , ~ E~oN: ~ Communi ~evalo meat iye attment ~ .਍ഀ A: ~ "~.1 ~ ~ ~ ~ Bu~lBing Saiety an lnspectlon Serviaes • y { ~ ~ ~਍ഀ w - 1311.ti ~I i . . t .Q'' ti਍ഀ . .•j Sectla~7 e਍ഀ + ~ • tnternattanal i3uifdtng~CodeRnternatlanal Restdentfaf e :G.:,,• ' Cade~l~atidttyatpermlt. Thatssuanaeorgra n a apermits a਍ഀ ~ ~ ~ ~ t be c.rstrued to be a heft for ~ar~an a ro of an violation at਍ഀ . . • an of t;t~ pravlstons at this code ara! a~+ntherardEnahae at ttra ju~sdlc;isn. Pcnnlts~presuming to give authorityta violate arcancef the o'~~d.,. .਍ഀ vistan~ ct this cads aratherardinances of the dsdi~lon shall natbe t~ pm ~਍ഀ ants a d ,valid. 7t;~~.~cwuance of a rmtt taased anconsinaaiion locum n , . ~ ~ , ~ t ~ ~ 1~ i ,r~,•ai , tie਍ഀ a , ° other dc~a ~}.,~,1 nok~prpven# the btnidittg offtalahfrnm requfting t . ~ ~ . :..correction ctrcrrors In the construction.ducumant$.and ether data, i'he F਍ഀ . . . . ° uiidln ofiiciai is~~lsa.autttodaed to revent oxu an ar ass ai a .਍ഀ • structure where:n vi f this code ar~at anyotherard~nancesaf,.,~ : ; . - ;ihis junsiitction.;਍ഀ ~r ~ ~ , . ,..;..N਍ഀ . P~~~ 1:NUett ~IN+i~wM~~riwrrriMrn਍ഀ l਍ഀ ....+sr.. ~ ~ 4`਍ഀ I਍ഀ V ~ym.}~.਍ഀ V਍ഀ {V I*i਍ഀ • ~ I Uy ti ~਍ഀ r . ~਍ഀ ' ~ U I N ( 1,,,.. a i..~,.....h... ~ 1਍ഀ U਍ഀ 1 . 1: ALL DIMENSIONS ARE TO FACE pF WOOD OR CONCRETE.਍ഀ 2r ALL EXTERIOR WALLS ARE 2 X ~ FRAME CONSTRUCTION, UNLESS NOTED ~ ~ cn਍ഀ ਍ഀ t _ ~ OTHERWISE. ~਍ഀ - s ALL INTERIOR WALLS ARE 2 ~ ~ FRAME CONSTRUCTION, UNLESS NOTED਍ഀ . ~ . i" . OTHERWISE ~ ~਍ഀ 4. ALL PLUMBING WALLS ARE ~ X ~ FRAME CONSTRUCTION, UNLESS NOTED ~਍ഀ • ~ r ~ . _ OTHERWISE. ~ ~ I਍ഀ 1 1 5. ALI,'FlNISH FLOC3R ELEVA~'IONS (F.F.Er} ARE TO FACE OF CONCFIETE SLAB OR PI,YUV00D ~਍ഀ 4VERIFY). .r~.. ~ q ~਍ഀ ~~t f . S, ALL INTERIOR WALLS TO HAVE 5/B° GYP. BOARp FINISH WALLS. WALLS AND ~ ~਍ഀ t _ ` ~ ! ,਍ഀ ` ~R.. i I I CEILING OF GARAGE TO NAVE 5/8"TYPE GYP. BOARp FOR 1 HOUR FIRE SEPAI~ATlON ~ m ~਍ഀ ' J 5 w ..r..... n TO RESIDENCE.਍ഀ w~ 3 7, ALL BATHROOMS ARE TO BE VENTEp TO THE EXTERIOR WITH A FAN AND DUCT ~਍ഀ - SYSTEIVI TO PROVIDE 5 AIR CHANGES PER HOUR (MINIMUM}. ~਍ഀ 8r PLUMBING AND ELECTRICAL TO BE INSTALLEp PER CODES !N FORCE AT TIME OF਍ഀ ~ t.s c CONSTRUCTION.਍ഀ ~ d _ ~ t ~ i . 9. FIELD VERIFY EXISTING CONCJITIONS PRIOR TO CONSTRUCTIONr NOTIFY ARCHITECT OF ANY ^s ~ ~਍ഀ # lu.... N~ .~a r..• y' , ~ ~ ° .I I I ~~.......v..v.~~. nr-r ..._.n... ~+-~-..r..«.m.. rn.rJ• ~q t .਍ഀ DISCREPANCIES. ~ O਍ഀ W - Ct 1 '''obi' i , d 10. PROVIDE FIBERGLASS ®ATT INSt1LATION AS FOLLOWS; ~ ~ .਍ഀ ~ Ar EXTERIOR WALLS R-19 {6"}਍ഀ ~ ' ~ ` ~ ' ~a, ' ~ Br FLOURS (TO TIDE EXTERIOR} R-30 {9"} ' ~f' r, w਍ഀ Cr ROOFSJCEILlNGS {TO THE EXTERIOR} R-38 { 12 } ~਍ഀ 11. VERIFY WITH OWNER ADDITIONAL~WALLS TO RECEIVE SOUNp ATTENUATION , r਍ഀ 1 ~ • ~ aa ~ BATTS, ~਍ഀ 12:VERIFY EXISTING ELECTRICAL SERVICE FOR NEW ADDITION BEFORE CONSTRUCTION਍ഀ ~ . , r~' S"1"ARTS. ~ ~ ~ ~ .਍ഀ _w____.. ~ .਍ഀ . ~ , y਍ഀ ' y`'~v਍ഀ ' , ~ ~ ~ ~ 'R. r .::,x r~~. - 1਍ഀ ~ ,਍ഀ a... 1, I~ IF ~ . ~ H , . , : a f,, 1'' i„ i , ~i਍ഀ _ ~ ~fi N -I- . t ~fin~ ~ i~਍ഀ 1 4 .~~I~tl~~ Y਍ഀ ~ p • t . ~ ' •U' a~' '਍ഀ .__L .਍ഀ F਍ഀ I.! .t... d: ( ~ F਍ഀ h "i. ~ ~ af..._ { . h 1 1 I' / ~ I' ti ~ ,..::1-. 7 0,. N1 ~਍ഀ ~~r , . ; ...r.਍ഀ j ~ IN• ,਍ഀ a ..~i~i<~; x.._..~.I~.~... .਍ഀ . . , ~ . fi J _ t . . a _.r.਍ഀ , i - .,I C਍ഀ I ~ s ~ ~ ~ ~ , ~ z਍ഀ t ~i-਍ഀ . _ ~ Y" Y਍ഀ a~_਍ഀ t 1~ ~a ~ .I . . g - _਍ഀ 'I. .j.. , .਍ഀ ' c@.r 1~ 1 I ~ . t.਍ഀ t : i' F I i਍ഀ t t .....~~..;J ~.r... f •4 ` I ~ it ! 4 : .਍ഀ t y~,. ~ .਍ഀ .~r; it '਍ഀ . ~ Kj _1.. ~ 5 -t i਍ഀ f,' .਍ഀ ~ L`਍ഀ t s , . , ~ t'~ ~਍ഀ . ~j'a j r਍ഀ t„! 1 \ ~ . • • ,.k c਍ഀ SS 1 ; ~I ' t 1 k ~ •਍ഀ . ~ t i਍ഀ ~ gg ,਍ഀ s ' ~ A 1਍ഀ 't ' ; r਍ഀ ! ~ ~ ~ ~ , - . - i,਍ഀ 4 s. 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