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HomeMy WebLinkAbout4080_r I 9%s I vENT lxnOL RAKE SRO. SH/tiJ�LE S METAL �r RAIL/6 I,�TTCNP +? i2,, y - Shl eS 3 x <; 'MET. L/AJJ5 SCLJNPER-TYP. +?%g r, EA. 5/L7E OF BALco[.JY +�`y ytY2u yf2r1 +2° i�Y, +/1211 183" r Cgs +/ -PLAsHIN6 ---- +f�" Yr2/�ACY +r;_4 WALL SASH W/ STONE S/LL. I T YPI G AL. II I i I� II LEST 51 CD� EL_ 7 \/A �1,J - ... OCK A�2. o� — — — — — — — � / SHIAJGLES - J-/ x 2 Oti! /act RAKE yll`u - W/ ip" BXIPOS URE I� JT DESIGN - - lO�.. TOC EN:TEf?/OR ./,Vg ULAT/OA.J - F/A1 /SH 8 YSTEM - ❑ BALCONIES YARD LUMBER DESIGN FD -2,200 PSI FLASHIAJG XnH '?/arl TYP/cArr THfrtJ-ovT DOUBLE HUNG Y.T. MARBLE TNREIHOLD REINF. REINFORCED WOOD OR WOOD, CERAMIC SPACED FD — 1,200 PBI C FY- 166 PSI GREAT BLU PRINTS. HOWEVER, BECAUSE OF THE IWOOSISILITY OF PROVIDING ANY PERSONAL ANDIOR "ON -THE -SITE" COMSULTAi G.. NOTE: P"EPT bHl/.JGLES SHEN^NsLES - f/xcS RAKE ry 3RrJ. OA -1 1 x6 t �— ` `Y W� CG" EXPOSURE - \ VZt wE6.8 - - - -�NRL-4� 12 x 12 x Coil hep BI?ACKET , Cl 12x!/2x ICv" t PR. oc + .BRACKET " - F CH +1 / +Is2j1 A'R/vACY' �-- —1— F OCK A�2. o� — — — — — — — � / 0 - / I yll`u SCHEDULE OF ABBREVIATIONS JT DESIGN - TOC FLOOR ❑ BALCONIES YARD LUMBER DESIGN FD -2,200 PSI FLASHIAJG /1=711::?0,L17- DOUBLE HUNG Y.T. MARBLE TNREIHOLD REINF. REINFORCED WOOD OR WOOD, CERAMIC SPACED FD — 1,200 PBI C FY- 166 PSI GREAT BLU PRINTS. HOWEVER, BECAUSE OF THE IWOOSISILITY OF PROVIDING ANY PERSONAL ANDIOR "ON -THE -SITE" COMSULTAi G.. NOTE: P"EPT bHl/.JGLES D x. EXTERIOR GRADE RYW00 0 Y. C. MEDICINE CABINET M. F. T. RESILIENT FLOOR TILE LOADS ASPHALT MISSION TILE BUILT-UP CARPET. TILE, SLATE - - FY - P91 CRITERIA E - 1,eoo,00D PSI E - 1,600,000 PSI ----------^-- 1 A:01 1it yy '� I +.R '1 .F. 1 IFri, BM DC. ■ TAM BIFOLD DOOR FET. GR. PLY. FLOOR DRAIN w. MLDO. M.LC. .MOULDING MOT IN CONTRACT. SLOG t. L. W. B. SLIDING STRUCTURAL LAMIMA/[D WOOD �EAY / / \ ORR-F.T. ORSTONE PRESSURE -3,000 F REOUIREMCMTS, AMY pAMAOU,IXCLUDINp BTPUCIDRALPAILUMESOUETOANYDEFICIEYCIEI,OYIBSION{,ORfRROMBINTN[0!{IO"ORBLUE"RINTE. H! N WITH YOUR LOCAL BUILDING INC., AND IS NOT TO BE COPIED OR REPRODUCED WITHOUT WflrtTENCES. 0.CASED OPENING f. 0. OLA{S TSO.' TOMOU[{OROOYE DEAD LOAD 15 26 19 15 26 7 MINIMUM SOIL BEARING MO ITUR[COYYFMDCDTNAi YOU COMIULTA LOCALARCHrtFCT OR lNGM![P OR YOVR CHOICE,A C C �—e-^CL T. CERAMIC TIL[ +211 \ SHEN^NsLES - f/xcS RAKE ry 3RrJ. OA -1 1 x6 t �— ` `Y W� CG" EXPOSURE - \ VZt wE6.8 - - - -�NRL-4� 12 x 12 x Coil hep BI?ACKET , Cl 12x!/2x ICv" t PR. oc + .BRACKET " - F CH +1 / +Is2j1 A'R/vACY' �-- —1— F OCK A�2. o� — — — — — — — � / / - / I yll`u SHEN^NsLES - f/xcS RAKE ry 3RrJ. OA -1 1 x6 t �— ` `Y W� CG" EXPOSURE - \ VZt wE6.8 - - - -�NRL-4� 12 x 12 x Coil hep BI?ACKET , Cl 12x!/2x ICv" t PR. oc + .BRACKET " - F CH +1 / +Is2j1 A'R/vACY' �-- 1 / iC.ix 7 a.G K 8E- 17JEC dldG pb�T- —1— F OCK A�2. 1 / iC.ix 7 a.G K 8E- 17JEC dldG pb�T- —1— F — — — — — — — � I - I SLAB I T CT. LAM. WD. BM. SCHEDULE OF ABBREVIATIONS DESIGN ROOFS FLOOR BALCONIES YARD LUMBER DESIGN FD -2,200 PSI CARE RND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THERE PLAN NOTE: "- /1=711::?0,L17- DOUBLE HUNG Y.T. MARBLE TNREIHOLD REINF. REINFORCED WOOD OR WOOD, CERAMIC SPACED FD — 1,200 PBI C FY- 166 PSI GREAT BLU PRINTS. HOWEVER, BECAUSE OF THE IWOOSISILITY OF PROVIDING ANY PERSONAL ANDIOR "ON -THE -SITE" COMSULTAi G.. NOTE: P"EPT bHl/.JGLES D x. EXTERIOR GRADE RYW00 0 Y. C. MEDICINE CABINET M. F. T. RESILIENT FLOOR TILE LOADS ASPHALT MISSION TILE BUILT-UP CARPET. TILE, SLATE - - FY - P91 CRITERIA E - 1,eoo,00D PSI E - 1,600,000 PSI ----------^-- © COPYRIGHT BY NOPE PLANNER!, yy '� I +.R '1 .F. 1 IFri, BM DC. �R /NSULATlOAJ SYSTEM - T Y� /0- 2 ON / x8 RAKE G,`/ E3cPosuRH —� +J�M 12 SHINGLES - /4$ �ar LI 2o3Co oovi ,, - 4CS4a rxo)9To4ro Yo K) E `- 7- Y/= LoO03 125 tn" (o I� Lu E n +?rt - --- -"--- - L� E D.iS GL. oR, 4036 (Ko) ,E I I 1 �--- �� ---- - __ -►------ -- ----------------- r4 S /,CD � EL_ Mad fy e SHEET NO, OF ON, ARIZONA 85741 3 �5` T CT. LAM. WD. BM. SCHEDULE OF ABBREVIATIONS DESIGN ROOFS FLOOR BALCONIES YARD LUMBER DESIGN FD -2,200 PSI CARE RND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THERE PLAN NOTE: "- DOUBLE HUNG Y.T. MARBLE TNREIHOLD REINF. REINFORCED WOOD OR WOOD, CERAMIC SPACED FD — 1,200 PBI C FY- 166 PSI GREAT BLU PRINTS. HOWEVER, BECAUSE OF THE IWOOSISILITY OF PROVIDING ANY PERSONAL ANDIOR "ON -THE -SITE" COMSULTAi G.. NOTE: P"EPT D x. EXTERIOR GRADE RYW00 0 Y. C. MEDICINE CABINET M. F. T. RESILIENT FLOOR TILE LOADS ASPHALT MISSION TILE BUILT-UP CARPET. TILE, SLATE DECK FY - P91 CRITERIA E - 1,eoo,00D PSI E - 1,600,000 PSI SUPERVISION, AND CONTROL OYER THE ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING COJi AND OTHER LOCAL SUILOINO ANO WlAiXER CONDITION{,XOME PLAMM[M,INC.,AUUYEB MO M[UOMSIBILITY FOP © COPYRIGHT BY NOPE PLANNER!, yy '� I +.R '1 .F. 1 IFri, BM DC. ■ TAM BIFOLD DOOR FET. GR. PLY. FLOOR DRAIN w. MLDO. M.LC. .MOULDING MOT IN CONTRACT. SLOG t. L. W. B. SLIDING STRUCTURAL LAMIMA/[D WOOD �EAY SHINGLES{ ORR-F.T. ORSTONE PRESSURE -3,000 F REOUIREMCMTS, AMY pAMAOU,IXCLUDINp BTPUCIDRALPAILUMESOUETOANYDEFICIEYCIEI,OYIBSION{,ORfRROMBINTN[0!{IO"ORBLUE"RINTE. H! N WITH YOUR LOCAL BUILDING INC., AND IS NOT TO BE COPIED OR REPRODUCED WITHOUT WflrtTENCES. 0.CASED OPENING f. 0. OLA{S TSO.' TOMOU[{OROOYE DEAD LOAD 15 26 19 15 26 7 MINIMUM SOIL BEARING MO ITUR[COYYFMDCDTNAi YOU COMIULTA LOCALARCHrtFCT OR lNGM![P OR YOVR CHOICE,A C C �—e-^CL T. CERAMIC TIL[ OL XFAOER O.C. OMCENTER LIVE LOAD IP1F) 60 G URRICAME, EARTMOUARI. SNOW [TC.I LAUR[COL OFFlCIAL{, PNOR TO (TART OF ACTUAL COM{TPUCTION. PEPMIS810N. 3275 WEST INA ROAD, SUITE 110, TUCS CLOSET MOR. NOSE BIBS P. L C. { S. ILABTIC LAMINATED COUNTER A SPUSH W. C. WATlM CLO{FT (PSF) 30 30 30 AO MO NOTE: SHOULD SOIL AMDIOR WEATHER CONDITIOAS (1E. D THAT A LOCAL ARCHITECT OR STRUCTURAL N.SLAUNDRY TRAY P. B. PULL SWITCH W. N. WATPR NEATER TOTAL LB 36 B6 D7 LOADS OTHER THAM INOWATED,ITISPECOMMEND- e. COLUMN LAVATORY LAVATORY R RADIUS/RANGE/RISER W. W. M.W WELDED WIRE REINFORCING MESH (pg F) L6 55 ENGINEER R CONSULTED COL CONCRETE LT LAVA REfG. REFRIGERATOR WD - WOOD C. 1.0.1. CUT STONE DOOR SILL LAV ....,. _:- DIA DIAMETER LIN Mad fy e SHEET NO, OF ON, ARIZONA 85741 3 �5` v i "Ix2: ou (xg / RAKE SRA. yzr '41 �,/ SHh/GLEs _ J" VEu7- 7,e,E�L'sR� SAIIII « mss' .SHIlJG LES METAL RA /L�6 i2a I i2 f �N +2 3 x Go�MET. LIFJS SCUPPER - TYP BALcoE lY ;Ie lNSUL.ATIOAJ SYSTEM - T YID IG ¢/T TOc a FLASH/r-/G F - H LL{ RAIL -'G �9 / \ *:NG +2„ �- l'48 pR. P OCK GH at +l ,I IQ o� i i ylY:" WALL �I SAShi LN/ 67-0NE S(LL - I TYPICAL I I I E" L SAT l cv 1,J ;Ie lNSUL.ATIOAJ SYSTEM - T YID IG ¢/T TOc a FLASH/r-/G F - H LL{ RAIL -'G �9 / \ *:NG +2„ T x.51-Ifl1sLES - /Kcg ,QAKB - xr, — � `� Ly� CoN EaCPO5U:7E WEBS /2 x ,BFrACKET IY" F CH +rY2 +1Y,jn. +/� CI I I III IiI III ! I +�,, I �_— �- l'48 pR. P OCK GH o� i i T x.51-Ifl1sLES - /Kcg ,QAKB - xr, — � `� Ly� CoN EaCPO5U:7E WEBS /2 x ,BFrACKET IY" F CH +rY2 +1Y,jn. +/� CI I I III IiI III ! I +�,, I �_— ! A: 7 ".0 R 9E LIT - 1 x 2 oN /X6 RAKE �t/BX POScJRE +/fE Jn � SHlIJC-�LBS �- l'48 pR. P OCK GH ! A: 7 ".0 R 9E LIT - 1 x 2 oN /X6 RAKE �t/BX POScJRE +/fE Jn � SHlIJC-�LBS , of E � 4 ��hln✓1�5 2a5Colx:FZ1 4��6 Gto) �R //�aTetrwLf 4(4ro lox) % � � � _ _ •P ,M -TYP. +r' �Oc� ,e5 ,E LITE i iynW - i u �- l'48 N , of E � 4 ��hln✓1�5 2a5Colx:FZ1 4��6 Gto) �R //�aTetrwLf 4(4ro lox) % � � � _ _ •P ,M -TYP. +r' �Oc� ,e5 ,E LITE i iynW - i u 1-17 4036 !(o) � N a „ i I ' I v +-1---------,a—i�------------fit >�1—------— _----- --- -----------�i R �GHT S/QI� EL.i� \/A-7 III SCHEDULE OF ABBREVIATIONS FLO R BALCONIE YARD LUMP`R T CT. LAM. WD. BM. DESIGN N NO. ///qOO DESI ROOFS FD T,TOO PSI NOTE: GREAT CARE AND EFFORT NAVE GONE INTO THE CM "fNCSE PLANA AND REINF. REINFORCED iN WOOD, DESIGN FD- t,204 PS: NOTE: i \� DOUBLE HUNG Y. L MARBLE THRESHOLD WOOD OR M CERAMIC SPACE F 165 PSI BLUEPRINTS. XOW[VEp, BECAUSE OF THE IMPOSSIBILITY OF PRO :e^ CONSULTATION. CODE MIS310 CARPET TILE, SLATE CRITERIA FYI DS PSi E 1,BOO,000 PSI WFEPVISIOX, AND CONTROL OVER THE ACTUAL CONSTRUCTION, - :fPOP6 �IRTYFOR �COPYPIONT BY NO PLANNERS, ,: ;�- E�".E��Aj jP!'J x .LY, EXTERIOR GRADE PLYWOOD Y.C. MEDICINE CABINET A. F. R[IILI[MT FLOOR TRE LOAD ASPHALT BUILT IIP C DECK C E-1,000,000 PSE REQUIREMENTS, AND OTHER LOCAL SVILOINO ANO WlATM(R CONC. f I�j^' F� F7 LF�i[' �', BM REAM G' N' iL00R DPAIM YLDO. MOULDING ILDO SLIDING -$ SHINGLES TILE OR R.F.T. OR STONE gyp L ® u€r Li R. U VVV Er. ® 1i • SF. D. BIFOLD DOOR ECT. -.1.I S. L. W. B. STPUCTURAL LAMINATED WOOD SEAM ANY STRUCTURAL F#ILUR[SDUETO AMYGRK. :Ha,OR.' SCRSLUEPMNTS. INC., AND I9 NOT TO BE COPIED OR ..1,; ,, I SHEET NO. OF C.O. GRED OPENING F. D. FLO M.I. C. MOT IM CONTRACT DEAD LOAD T6 T6 T MINIMUM BOIL BEARING PRE SURE — 3,04" PSF tiA O.C. ON CENTf.R T{O. lTRUCTU M. LAMI )P$F) Ia T3 1t ITOR[COMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR EH:. 'CHOICE,1- ..IeLOCALSWLDINO REPRODUCED WITHOUT WRITTEN "' CER. T. CERAMIC TIL[ GL NERD% (IE.HURRICANE, EAPTNOUARE, SNOW ETC.) CAUSE PERMISSION. S1ON. 4. R' ® 3275 WEST INA ROAD, SUITE 110E TUCSON, ARIZONA 85741 f NOtf BIBS F. L. C. A S. ILARIC LAMINATED COUNTER { SKARN W. C. WATER CLOSET LIVE LOAD GU GO 40 40 AD NOTE; SHOULD SOIL ANO/DP WEATNCR CONDITIONS C OFRICIALa, PPIOP TO START OF ACTUAL CONSTRUCTION. `w.. NNNNNNNNAN CL CLOSET NOR. W.N. WATER HEATER IPSF) 30 NDEO THAT ALOCAL MCMITECTOP STRUCTURAL ar LAUNDRY TRAY P.S. FULL$MICN 55 f -- N.I. LAUNDRY R RAOIUtIRANOE/P:5TA W. BY P M. WELDED WINE REINFORCING MESH 70UL 45 5S 4i tot COIUMN IP$F) D6 aT LOAO60TXEq THAN INDICATED, IT Ia RECOwM _; ENGINEER BE CONSULTED. SDRC CDNCREtE t.t, LINEN REFG. REFRIGERATOR WD WOOD CU11101111 DOOR Sal lRv IIY - r7 N 1-17 4036 !(o) � N a „ i I ' I v +-1---------,a—i�------------fit >�1—------— _----- --- -----------�i R �GHT S/QI� EL.i� \/A-7 III SCHEDULE OF ABBREVIATIONS FLO R BALCONIE YARD LUMP`R T CT. LAM. WD. BM. DESIGN N NO. ///qOO DESI ROOFS FD T,TOO PSI NOTE: GREAT CARE AND EFFORT NAVE GONE INTO THE CM "fNCSE PLANA AND REINF. REINFORCED iN WOOD, DESIGN FD- t,204 PS: NOTE: i \� DOUBLE HUNG Y. L MARBLE THRESHOLD WOOD OR M CERAMIC SPACE F 165 PSI BLUEPRINTS. XOW[VEp, BECAUSE OF THE IMPOSSIBILITY OF PRO :e^ CONSULTATION. CODE MIS310 CARPET TILE, SLATE CRITERIA FYI DS PSi E 1,BOO,000 PSI WFEPVISIOX, AND CONTROL OVER THE ACTUAL CONSTRUCTION, - :fPOP6 �IRTYFOR �COPYPIONT BY NO PLANNERS, ,: ;�- E�".E��Aj jP!'J x .LY, EXTERIOR GRADE PLYWOOD Y.C. MEDICINE CABINET A. F. R[IILI[MT FLOOR TRE LOAD ASPHALT BUILT IIP C DECK C E-1,000,000 PSE REQUIREMENTS, AND OTHER LOCAL SVILOINO ANO WlATM(R CONC. f I�j^' F� F7 LF�i[' �', BM REAM G' N' iL00R DPAIM YLDO. MOULDING ILDO SLIDING -$ SHINGLES TILE OR R.F.T. OR STONE gyp L ® u€r Li R. U VVV Er. ® 1i • SF. D. BIFOLD DOOR ECT. -.1.I S. L. W. B. STPUCTURAL LAMINATED WOOD SEAM ANY STRUCTURAL F#ILUR[SDUETO AMYGRK. :Ha,OR.' SCRSLUEPMNTS. INC., AND I9 NOT TO BE COPIED OR ..1,; ,, I SHEET NO. OF C.O. GRED OPENING F. D. FLO M.I. C. MOT IM CONTRACT DEAD LOAD T6 T6 T MINIMUM BOIL BEARING PRE SURE — 3,04" PSF tiA O.C. ON CENTf.R T{O. lTRUCTU M. LAMI )P$F) Ia T3 1t ITOR[COMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR EH:. 'CHOICE,1- ..IeLOCALSWLDINO REPRODUCED WITHOUT WRITTEN "' CER. T. CERAMIC TIL[ GL NERD% (IE.HURRICANE, EAPTNOUARE, SNOW ETC.) CAUSE PERMISSION. S1ON. 4. R' ® 3275 WEST INA ROAD, SUITE 110E TUCSON, ARIZONA 85741 f NOtf BIBS F. L. C. A S. ILARIC LAMINATED COUNTER { SKARN W. C. WATER CLOSET LIVE LOAD GU GO 40 40 AD NOTE; SHOULD SOIL ANO/DP WEATNCR CONDITIONS C OFRICIALa, PPIOP TO START OF ACTUAL CONSTRUCTION. `w.. NNNNNNNNAN CL CLOSET NOR. W.N. WATER HEATER IPSF) 30 NDEO THAT ALOCAL MCMITECTOP STRUCTURAL ar LAUNDRY TRAY P.S. FULL$MICN 55 f -- N.I. LAUNDRY R RAOIUtIRANOE/P:5TA W. BY P M. WELDED WINE REINFORCING MESH 70UL 45 5S 4i tot COIUMN IP$F) D6 aT LOAO60TXEq THAN INDICATED, IT Ia RECOwM _; ENGINEER BE CONSULTED. SDRC CDNCREtE t.t, LINEN REFG. REFRIGERATOR WD WOOD CU11101111 DOOR Sal lRv IIY - L , I RAKE a,ea. 12"- 2 LT, SSMT. I SASH w/ 57`12,/1/E sSl" I I TYP/CAL 1 � I I i I I II -+L ----- -- ------ — -- -- — ---4 _ v>C,elA I RAKE a,ea. 12"- 2 LT, SSMT. I SASH w/ 57`12,/1/E sSl" I I TYP/CAL 1 � I I i I I II -+L ----- -- ------ — -- -- — ---4 xTER/OR /hJSUG_.4T/ON SYSTEM -TYP 'LAS HlvG _ v>C,elA / I y21, _ a� � 9� � \ FLA SHIA-IG ,' S TOc - `L) 'G RAI L7 xTER/OR /hJSUG_.4T/ON SYSTEM -TYP 'LAS HlvG P SHlNwLBS n 0;-d / I<B RAKE xry /3RIC. 01-I / K8 �"/� %" EAlPOSURE 204p CXIZ> — � a ! 7r /0 X 1 Cv" fP12- OC + PR. OCK ,e3RgCKET r. V +/�N F CH +lye +ly?" .P CH ♦�� +17N. +1 �" i+f5. +I I x 7 aG R 9E- LIT C I I III I I II I I +2 It '�R/vAC1^ I it1 ♦-----III---i fI I I fI ` S L.4 AS r - 1I j--- - -+� �t--- - -- -----G+ I- -}- — -4- FR0A AJ . oEE L E !_ -. _ SCALE %ice _ /! O•� " SH/�LlGLES I ..I 1 : / I xc3 RAKE In ELAS H l NG - +r„ s H /NGLES y,� 1P5 461 la +nN -a I 203Co i�CK) I� / / 9� P SHlNwLBS n 0;-d / I<B RAKE xry /3RIC. 01-I / K8 �"/� %" EAlPOSURE 204p CXIZ> — � a ! 7r /0 X 1 Cv" fP12- OC + PR. OCK ,e3RgCKET r. V +/�N F CH +lye +ly?" .P CH ♦�� +17N. +1 �" i+f5. +I I x 7 aG R 9E- LIT C I I III I I II I I +2 It '�R/vAC1^ I it1 ♦-----III---i fI I I fI ` S L.4 AS r - 1I j--- - -+� �t--- - -- -----G+ I- -}- — -4- FR0A AJ . oEE L E !_ -. _ SCALE %ice _ /! O•� " SH/�LlGLES I ..I 1 : / I xc3 RAKE In ELAS H l NG - +r„ s H /NGLES y,� 1P5 461 la +nN -a I 203Co i�CK) Al,F I� / / Al,F I� :?L(= A Sot— . OR.. /-O" S. C[,.. cat N u L- N -� I 9036 (Ko) 11 I I I I i I I I N /� OS70 SCHEDULE OF ABBREVIATIONS DESIGN T CT. LAM. WD. BM. ROOFS FLOOR SALCONIE YARD LUMBER FD - 2,200 PSI DESIGN NO. DOUBLE HUNG Y. T. MARBLE THRESHOLD AEIMF. REINFORCED DESIGN FD - T,200 PSI NOTE: GREAT CARE AND EFFORT HAVE F THE CREATION OF THE DESIGN AND IOR 'ON -M° IT THESE PLAN! AND /!M EXTERIOR GRADE PLYWOOD Y. C. MEDICINE CASINET R. F. T. RESILIENT FLOOR TILE LOADS WOOD OR WOOD, CERAMIC SPACED Fr - 93 PSI Fv - 763 PSI tLUEPRIMR. HOWEVER, BECAUSE Of THE IYR6 "T OF PROVIDING ANY PERSONAL AMO/OA "ON-TNEi1Tf^ CONSULTATION. NOTE: 1� t' FLOOR GRAIN SLOG. MOULDING SLOG SLIDING MISSION CRITERIA 1 r M ASPHALT TILE BUILT-UP CARPET. TILE, SLATE DECK E - 1,800,000 PSI SUPERVISION, AND CONTROL OVER THE ACTUAL i JCTION. AND BECAUSE Of THE GREAT VARIANCE IN LOCAL BUILDING CODE xi COPYRIGHT BY NOPE PLANNERS - t 1' SY SEAM D GLASS M. 1. C. NOT IN CONTRACT {. L. W. S. STRUCTURAL LAMINATED WOOD SEAM E 1,3OD,000 PSI _ - R.PLY DEAD LOAD SHINGLES OR R.F.T. OR STONE REO UTAMAGES.INCUDIN STRUCTURAL UV, . YDEFICIENCIES.OMISSI�ONS. OR ERRORS NI THE DESIGN OR BLUEPRINTS. 1 �� `pad 1�L�� �` PLAN"' �RljA�� //yL� P{J! -- {i.0. fIFOLD DOOR F%T.O OF ANY DAMAGES. ftRGCTV L U ° INC., AND IS NOT TO BE COPIED OR ( E,�■H/!i� E.'C,' %^.bl Fy,l C. 0. CASED OPENING F. D. NEADER 0. L. ON CENTER T A 0. TONOUE E GROOVEPRIESI _ AALAaa v fff VVV YYY333 ki E+�/ Tj3 �• G most SISS P. L. L.{S. PLASTIC LAMINATED COUNTERAgLA{N W.C. WATER CLOSET LIVE LOAD IPSP) t6 23 1G t6 26 7 MINIMUM SOIL BEARING SURE -9,000 YOULOCAL_ 11 6 • SHEET NO. OF CES. T. CERAMIC TILE GL OfNtIT 12 [LDMPIUORETO STARTOf ACTUAL LOMDTRULTIL.:,'uREMOINEEAOFYOURCNOICE,ANDCNECNWITNTOURLOCAL tUILDIMO REPRODUOEO W'ITNOUT YENITTEN CL' CLOSET NOR. LAUNDRY TRAY P.E. PULL SWITCH W.M. WATER HEATER TOTAL - IPSP) UO 00 GO 40 40 00 NUR°ICANf. EARTNOUAKE, SNOW ETC.) CAUlF+WYN�'1�, '� LAVATORY A RADIUS/RANGE/RISER W.W R. M. WELOEDWINEREINFORCINGMEIN NOTE: LOADLDSOILANO/ORDI ATEDRTISRECOMMEI(W I'NATALOCALARCNITECTORfTRUCTUAAL. PERMISSION. G __.� .,p'' 3275 WEST INA ROAD, SUITE 110, TUCSON, ARIZONA 85741 COL COLUMN K {. - COMC CONCRETE 1. T. LINEN REFO. REFRIGERATOR wD W000 (PSF) 4S 63 4{ 66 DS 61 LOADS OTHER THAN INDICATED, IT ID AECOYYEMO/ y ENGINEER SE CONSULTED. C. E. D. S. CUT STONE DOOR SILL LAV - - DIA DIAMETER LIN .. - r— /x2 01.1 j x a RAKE BRO. I �/sx r2W= 2 L'T SMT I I SASH w��,' 6To,vE SILL I I � I -------- -------- ----a- L Q` 7- 5 C) L � \/A7-1 ,J i x 2 o/J / xB ?AKE SPzc 5H/AJGLES $J;O. Ohl lx 8 . In W� CO" EKPOS URE 1 _ 10� ExTBR/OR /NSiJLAT/OA..I " < 421!4° FlhJlSH SYSTEM xn 'TYP/csae- THReJ - ovT - - T y ¢!T TOc _ ?" FLASHIA.IG _II - 12 +2" r r�4 F H \ \ 11 L +2" r 112 \ +If4" 9�4C'D n I x _ OX -1 Ix g RAKE „ OAJ f x8 „amu li roll EACPOSclRE . +2y4" _� +2° ~-----'-- — — ---� ♦?R i +11911 / +I CLo-io b043 X45... /2x 12xColl c J2x /Qx cl ICo'r ♦ PJ2.oC O +tyn PR. OCK I -L I f BRACKET' +2" +a +/2N F cH +.F cH C.�0.V fC _ � J�. r c I r Or,x y R 8E LYT ,,, L. F7 +^- pRlvacrlL---I I I I I It, a- I - I'll, —1 1 _ I 11 � I I I I I i • 'r i i I I -+ .. SCALE /4W a /CQEr L EKTERlOR /NSUL.ATlON / x 2 O,t,/ /x�3 RAKE FINISH SYSTEM -TYP. BRa, oh/ ! ><� w� FLASH tti/� u 6 .I f7 1 /x2 01.1 j x a RAKE BRO. I �/sx r2W= 2 L'T SMT I I SASH w��,' 6To,vE SILL I I � I -------- -------- ----a- L Q` 7- 5 C) L � \/A7-1 ,J i x 2 o/J / xB ?AKE SPzc 5H/AJGLES $J;O. Ohl lx 8 . In W� CO" EKPOS URE 1 _ 10� ExTBR/OR /NSiJLAT/OA..I " < 421!4° FlhJlSH SYSTEM xn 'TYP/csae- THReJ - ovT - - T y ¢!T TOc _ ?" FLASHIA.IG _II - 12 +2" r r�4 F H \ \ 11 L +2" r 112 \ +If4" 9�4C'D n I x _ OX -1 Ix g RAKE „ OAJ f x8 „amu li roll EACPOSclRE . +2y4" _� +2° ~-----'-- — — ---� ♦?R i +11911 / +I CLo-io b043 X45... /2x 12xColl c J2x /Qx cl ICo'r ♦ PJ2.oC O +tyn PR. OCK I -L I f BRACKET' +2" +a +/2N F cH +.F cH C.�0.V fC _ � J�. r c I r Or,x y R 8E LYT ,,, L. F7 +^- pRlvacrlL---I I I I I It, a- I - I'll, —1 1 _ I 11 � I I I I I i • 'r i i I I -+ .. SCALE /4W a /CQEr L EKTERlOR /NSUL.ATlON / x 2 O,t,/ /x�3 RAKE FINISH SYSTEM -TYP. BRa, oh/ ! ><� w� FLASH tti/� u 6 12 S f11,VC-aLBS v I- � I �o �P5 Jas. I .trJ p b r� I. .I f7 n 1 I i I ` I I I F� r N T ROOFS oCHEDULE OF ABBREVIATIONS DESIGN WOOD OR EY :ERY 0. ft. DOUBLEHUNGGR M,C, YARKNE CABINET MEDICINE CABINET : REINS. R.F.T. REINFORCED MT FLOOR TILE LOADS ASPHALT MISSION ) BUILT -0P C EF 0, BIFOLO ODOR EXT. OR. PLT. EXTERIOR GRADE PLYWOOG SLOG. MOULDING aLDO SLIDING SLIDING SHINGLES TILE O C.D CE9 DOPENING E I NING F.D. OL FLOOR DRAIN GLASS N. L NOT IN CONTRACT S. L. W.F. 0 WOOD STRUCTURAL LAMINATED M EERY DEAD LOAD (PSF) 15 CER, T. OL CERAMIC TILE CLOSET MOR, HEADER O.CC P L. C.A S. ON CENTER PLASTIC LAMINATED COUNTER E SPLASH TEG. W C. TONGUE AGROOVE WATER CLOSET LIVE LOAD (PSF) SO 25 19 GO DO COL COLUMN N.F. NOtl FIFF PS, FULL SWITCH W. M. WATER rEATER TOTAL (PSF) Ae CONC C.E. D.{. CONCRETE CUT STONE DOOR SILL I. T. LAV LAUNDRYTRAY LAVATORY R REFG. RADIUS/RAHOE/RISER REFRIGERATOR W.W. R.W WD WELD ^ WIRE REINFORCING MES" WOOD 57 !D DIA DIAMETER LIN LINEN — ---I 12 S f11,VC-aLBS v I- � I �o �P5 Jas. I .trJ p b r� I. .I f7 -� o/ M / I Y +j1nYr la Y gJhlrwT5 203r:o t'ECiZ) tt>lcz /vada v 4G4ro !o><) LIT 4036 0<0) < e +-111 `�1 jI�,�I +'_'" I + •� ' +— I' I 4--4--- ------ REA��va7-©Iv L/ p )R BALCONIE VARC LUMBER ST CT. LASR. WD. BM. tel' DESIGN gl Y . DESIGN NO. CERAMIC FD — 1.2D0 PSI FB — 2,200 NOTE; GREAT CAPE AND EFFORT HAVE DOME INTO Yni CREATION Of THE DESIGN AND ENDINEENINU OF THESE PLANS AND SPACED JSI NOTE: -..a .rv«'x,,, TILE, SLATE FY - 05 PSI FY - ics 1 BLUEPRINTS. HOWEVER, BECAUSE OF THE IMPOSSIBILITY Uf PROVIDING ANY PERSONAL AND/OR "ON-THE41TE" CONSULTATION, DECK CRITERIA sl RVISI M AND CONTROL OVER THE ACTUAL COXRRUCTION, AND BECAUSE OF THE GREAT VARIANCE IM LOCAL BUILDING C00! `'I T1""R4 W^A '4-' OR STONE E - 1 50r+DDG PSI - E — 7,800 000 P SUPE 0 ©COPYR�ONT BY HOME PLANNERS -e. - +, PLANNER"" --: i ..� .. WERTMlN CONDITIONS, HOME INC.,fVYE M ` OLAL FU LDINO All f ORftPOMdIBILI Y R -+£ .. .�. ANY DAEMENTS.AND OTMERL T FOR INC.,. IS NOT TEl.. l'•R i. O C P O IED OR ', — DEFICIENCIES, OMISSIONS. ABLUEPRINTS... - r . RA FAILURES DUE TO ANY D St ONS ORE RORt IMTMEDNIDN R IN TRUCTV L L S O 5 AKIN PRE kE DO PSF A E N Luo DE.-- '.. 25 T - MINIMUM SOIL BE G SSL 3 O ANY OEM G a r cn .� HOPAL ARCHITECT OR lNDINlG OF YOUR CHOP[ AND CNECN WITH YOURL A REPRODUCED WITHOUT WRITTEN *3 • �� '�I CF '��5 1,FE/��Y, SHEET NO. OF <o so IT gCECS PRIOR DT START OF ACTULT ALOCAL .. LOCAL NCIM3`R"'gY•ti ,y _ � .T FT A E W C C US ..^ N. PERMISSION. . NE N A FACTUAL CON'TC'±" ,O T 1 HURRICANE EARTHQUAKE. S PRIOR START O y-: NOTE: SHOULD SOIL AND/OR WEATHER T ISA IDMS I E. NUR CA OFNCIALa, P 0 AMy q v ,R STRUCTURAL h t 4 R HITECT r, .'t 2 as eT LOAOd01XERTMANIMDICATED,IYISRc.:CYYEMDfOTMATAIOCALA C ®3 75 WEST INA ROADS SUITE 114E TUCSON, ARIZONA ii5741 �+ �• ENGINEER BE COMSUlTEO. mw..,. f7 n LIT 4036 0<0) < e +-111 `�1 jI�,�I +'_'" I + •� ' +— I' I 4--4--- ------ REA��va7-©Iv L/ p )R BALCONIE VARC LUMBER ST CT. LASR. WD. BM. tel' DESIGN gl Y . DESIGN NO. CERAMIC FD — 1.2D0 PSI FB — 2,200 NOTE; GREAT CAPE AND EFFORT HAVE DOME INTO Yni CREATION Of THE DESIGN AND ENDINEENINU OF THESE PLANS AND SPACED JSI NOTE: -..a .rv«'x,,, TILE, SLATE FY - 05 PSI FY - ics 1 BLUEPRINTS. HOWEVER, BECAUSE OF THE IMPOSSIBILITY Uf PROVIDING ANY PERSONAL AND/OR "ON-THE41TE" CONSULTATION, DECK CRITERIA sl RVISI M AND CONTROL OVER THE ACTUAL COXRRUCTION, AND BECAUSE OF THE GREAT VARIANCE IM LOCAL BUILDING C00! `'I T1""R4 W^A '4-' OR STONE E - 1 50r+DDG PSI - E — 7,800 000 P SUPE 0 ©COPYR�ONT BY HOME PLANNERS -e. - +, PLANNER"" --: i ..� .. WERTMlN CONDITIONS, HOME INC.,fVYE M ` OLAL FU LDINO All f ORftPOMdIBILI Y R -+£ .. .�. ANY DAEMENTS.AND OTMERL T FOR INC.,. IS NOT TEl.. l'•R i. O C P O IED OR ', — DEFICIENCIES, OMISSIONS. ABLUEPRINTS... - r . RA FAILURES DUE TO ANY D St ONS ORE RORt IMTMEDNIDN R IN TRUCTV L L S O 5 AKIN PRE kE DO PSF A E N Luo DE.-- '.. 25 T - MINIMUM SOIL BE G SSL 3 O ANY OEM G a r cn .� HOPAL ARCHITECT OR lNDINlG OF YOUR CHOP[ AND CNECN WITH YOURL A REPRODUCED WITHOUT WRITTEN *3 • �� '�I CF '��5 1,FE/��Y, SHEET NO. OF <o so IT gCECS PRIOR DT START OF ACTULT ALOCAL .. LOCAL NCIM3`R"'gY•ti ,y _ � .T FT A E W C C US ..^ N. PERMISSION. . NE N A FACTUAL CON'TC'±" ,O T 1 HURRICANE EARTHQUAKE. S PRIOR START O y-: NOTE: SHOULD SOIL AND/OR WEATHER T ISA IDMS I E. NUR CA OFNCIALa, P 0 AMy q v ,R STRUCTURAL h t 4 R HITECT r, .'t 2 as eT LOAOd01XERTMANIMDICATED,IYISRc.:CYYEMDfOTMATAIOCALA C ®3 75 WEST INA ROADS SUITE 114E TUCSON, ARIZONA ii5741 �+ �• ENGINEER BE COMSUlTEO. mw..,. r t I Ale — 1 6' E.X.P.— ec. I, CP 1H N I I" i_ r=��3 7-01R�Pc.p Ge 3 3r, oL—JIC����a ! — -- _ - - � I taco a I _b- > 1oK/ 1 i 1 r'--------------- L --------- -----CONI. sSaAB ------ i '1 i LocAL PRDSr LINs I I i I I r, 1 � I .I • 1 a a - I ' eASEMfirr r4ocR L—TJ_----- ._----- ------ -----1r — JJ . c�± 10N tIIGHr Sio ELEVATION Nd T� _ _ ' • ' M • - ' — ' - � ( tl L .. �l I�APW\PROVED ,YARMOUTH COMMITTEE ► _ OKHRD SHEET 21 &.�-._ 3..___: ._-w_'w --...Lyl.�_"!'SiSss%b'S'}SP.�'3RA ...._n....3ti+S.F✓.«_<1Yf�.: �._ �.::-.sST..s.....'L:-2^_^ _..`+n.—..... t::(SL.e�'Y..^!_'2TSitfEM".fa. 1 , O i 1 n . c .,_:' �.' 1., , r. ..T:.y-, arWmwtl.>++rrsaea�.waawsr.�.nsyw,_—,_..h�^m..r�•*+ef�ss�+,.wweras+.s®e�wuessru+sesr.._ . -4 �. -... b-•— 5 S .. 3 - - - S.E` O+1l6ST..�1`:C.iPAPM^^'1'K:.��.'AGC...MMx-^�A4'T'StVIP x..&0R394ASYca. Ti'.3PlY'° ♦ i • F e."^v�^'1!ww^•.--.-a„an-. T --,-s,...+.-. 's:.. .... .. .. .-�erws�.. .. v-.w:..�... <..x•,...:...n...+r,.w-,..,.- -,�:� ..•.; ... -.r,...,:.:-._ ,.... _ ..,.,�a.*a^3a..�.e.�..-...,,v,..,r+n.�.. ..-.w..+n .....+,.-v,.,.,.,.. - r' ww.-!•--:mm-a'...,.r..,,4.--._.v.-m-•.,.-...•..r. q-::.•.>x.we..,.� .. .:.s...o.v....-„,,n..,•,.: - a S. Double floor joists under all parallel partitions, — - 6. Use 2-2x12 headers over all exterior load ".9 •60ARD GENERAL NOTES t12 R, Dsd n ty A bearing openings - Unless otfierwise,noted. - - 1 7. Determine I. . Design live load;: rmi the exact cabinet size on the job j Roof ........................4? P.S.F.after the wolf finish has been applied, 12 I ,, v PP I ro COLLA TIE 3 o.C. .1 z R Ceiling ...:...................20 P.S.F. S. Exterior wall dimensions are to outside of ; 3 '{• SELF - SEAL 2 5 ASPHALT SHILt6LES w�- , - Living Area Floor ...,...........40 P,S.F, sheat!iing, Interior dimensians cb not include • 24 to � Jro b•c. , Sleeping Areo.Floor.:.......... 30 P.S.F. drywall. ; 15� /sSPHALT ROOrlMS Fl LT r • 2. Soil bearing -capacity is assvr:>,ec, to be %L 2500,P.5.F. r fLY'rv'G. ROOF SNFAT7I1rY$ t - i - , "x {O-1b"O.C. ' 3. All Concrete used is to develop a minimum Conform to all d mensions indicated in p,L o u 2 171 2 _. Il �" tanr3G ({ yr% Io' - 1�«” o.c.7 R4 F I- V5 P 9 t/>Sf;E a ON I compressive strength in 28 dcys as fellows: preference to pealed dimensions from ti,r , /1 . R -3o SAT? tuSucnTlot.t E1LR Footings and WclIs - 3004 P.S.I. blueprint, Basement Slob - 2500 P,S,I, 10. While every attempt {sos been made In ISe z x.I-av o.c �2-7 d PL. 2 ,.v - 14+ o.e. LF1G .TTS. Garage Floor cr,d Stoocs - 4000 P,S,1 � preparation of this plop to ovoid mistakes, -- — r � Using a minimum 5 ba, mix per cubic yard. the moker cannot guarantee ag-inst ht mon i Al 0bl.O CtJGw? ,�< � n ? t A� � /ta O.C.. 6(, " \ ,. .1 s ` _� w Z•_t'r4' I/2 fil.F -r r• _ e nRnJecl 4. All 2 x6 and larger framing lumber ons error, The contractor on the job mvst check' K . �YL�QLL 2.2.r 2,r � 9 9 sports 1 1 �A5ua i� a.' CE71.Nr, o*,Y 2-:x d' are based on the use of No. 2 Spruce -Pine- all dimensions and details and must be g 35/e"(f-c3) FAIT !NSUL. / r ` - II.'•II - torn7•� ' ! .., n Fir equal having d modulus of elasticity responsible for same. 1 •' . V.LVTS . Eriocc " W�VAPsK P! k�lE2 /•1 2'rrDW4Fr St�2OUKD g 1 6 R 19 4 uARof 1,3'0,000 and a Homo! duration design 11. Provide ground fault circuit protection for o ✓2 L7�'4�WA�t bA AbE pooR + _ bathroom o R value or (f-12007 with a moisture content qd exterior electrical outlets, • ' " �;i.rc ,fr,�.r•,, t„sup. � / A/kSPAct_ ��t w no, to exceed 19 percent. , { t LT- �- - 0 4” iG. PI'rCN TO jpCCR ' v _ CC F1 t ^.,.. L_,a„+• ir, - _._ -�-- �i iZ / I' � _._ _ r; Q'1 Cv_ <r G=1.vF-CENE NF CAP<. Lu — P"VGc- r �` to 1 � �w { j , FlsStlrnlC/ j SuiN' { h S C 5 o /2 - �, 6 D R i pmF t r" A3P$ALr. SHI,Ci,_•""=s--. 4118� //�� -- r'1' -. ••. . 0.^ 9/4' % f'. F'LY✓JC.`_,P FLOOr?INC� _ /. )=G O l�I J ,t { ig ASPHALT RJCr�a6 F 2 4 !b ; / / ? 1 A _ - 'Lrl -1:!r'+(�,"9 rkTT.1)VSL1LA7io9 lfLUEl� �' A'AILtT) TO .Jo/575 .,..,-+ - I - Sc n LC //¢". /:p Poorr' 5$cAru a5 r b. O., DRXW :..Ll. Ckb idN MDULD flU77`EtP Z -q -16 ULt f' ._.11._..11- __ _ _ �/ I% V WfTH_ JrV kov R R —_ -- _-— - -----— 1-_. 1_ --------� // ,\ B __.__i-�� to,4 FQl6ZE go. \ F3 32 waif C1*1 ✓ 32 ! —_ __-- \ � _ "D. C. i { ��I .-- '\ t•+�"1 r'J3,. l_!_:J C.P. _ . i , ! -Ib •3 Snrrlr i -� - VAPOR BARRtFR Or/ rUSNr,vt % \\ GORNC F e,0A:2r5 9 "VFNTS 8-a OC..ALL ExrIFlDR WALLS : I I i �. _ � 24 ! � I X24 ' i 1 c4• (ktF.1x -Yi' ptllJALt / i. J� �' ?37 : E cf' Sr AL i :.. It ,_. .. � - _ _ _ \ ,.� AS►/LQ LT TT NtU6LC4 .. - r tK`>i1C.- - ... - - L:---�' - — FLASN7IJG tfF. C. 1111N 1 r.• (+, - - L - -- CAP 9 � Q T'`a? 11,11 V1. Ar"T— 1 , x - ---- — / , F • 6 8D. — 0" Il>`'V $10INS ,{ ` t _ _ FLCC-LT, a7= z i It, FAP rF i . q.. — _ I C.P 0 F;=- ELL ' z :f Ll P. - I C. P i + - -C. P I r 6' MV 7DWG <r r C"P i_1.i yo 1.ACTAL 4L1aSS . " t�'i � )- S SID O� f -FW13w t -100R b- fixe �r 13R ICK - t GII Ovi/:ECS 00 It 7 / - �� (�- uOh1-(v 01:ROD1eLF - _ y?',B' Lti£v. 5'It rArb nrrAi rxt-lr- 314"PLYWD �T.i•�.� _- -'l IF p.G ,-.; I1� eLV1D O bA14.A T,, Jin n COrJC. NC.^ ., ..,} CONC./U F ro-Dc`x $ILL ,2•,. —._._..T.•rn7LntFT : I .. oI[ • „• 1. c.r r -C z.."to".1c o c 7 I , t 2 :GRAD. i. L— -.I, I 1 _I I ' ...� LOCAL TFROST* -L IgNERLO�w'. _ '" •,;:�� --yf'- , I21( V1 A1C {OR 80L7 -S , I I L"' —I ---L ,) . 1 -I ti=� _. ,.0.. oc. L.L------J L TIG+.IN 70 FC07/N!/ I I 1.-.—�. Cc10.1c uaci• - I - s --s'-- I ' ! , 4'.'.0#0 G?V.71SF 6 1t lT. f},Lyf r-gyLENE . f VAF.''-E76Q - �— _ _ _ �EnR �LEya-t•1�1t.! .}�[-:• •: .......+- 4- LEFT Q�. L a, . 241.X/ Tit. r /• � _ <: r s-i.a i..-fYL-i IFir^R Q.. �. ; ,-. 1 d - • !I _ _ .. ` - :.�J" GG:..E : /y'�= I'^�/� ;O SU?.ja Ds4. Ccvc;Fr.6 p T I�I,Jr_ r',.�".,v1L,c St«vE F'> It .Ti.=.� Tc.-�U or; w r r==hi It tf WALL rt T'1 ' lVA LL \Ji_.... f rJ l`t j /7/ } C h C •,: M"F - �.. .. .-. z3:-�- �:s.+e+*fv:'rv„e�. •-..�.�+�e,n+oav°^�°'��'�v 'T;ES. ?3^--ID,raW+.IT< r A ":2.r--o...£n"Y>^,.GR: s','.L^J1•!' _...;S.r.i-•ZLE.�* ,,.-. I� I �I1j.I SAT$ MAY I I. t Stt L H1 R6oyE 1 V} { ',ND.fr FL PDR LINa� -f I - •- i i Ll APPROVED r'3I /£9 YARMOUTH COMMITTEE hc'L5c'D 31_:/GIC. OKHRD j I# I ! TCriAL.- 5 40 C r V