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BP-593Ult 14UtN NU. 198-Mh AUtYHUUF MAS 1 EK hURM TUI' v; FOUNU, Fue: L.Ja�tc.oVT p>asCt�£�I M,u. jr, u,$1 E LEV )65.06 j CjPC.Adt+ ' MI,� 7`a1>uc Fiun�0 ��l ) GAL- EGEV, 98,50 SfvTl�ra.,>L � Tna V ET WTEI T�GL E EL.EV, ELEV. 93,%ii rgg.2� ELEV EL-Ev. gr9.-75 'r0'50 Ex1i LEACH �7Cla�i 1NL �'ETEn1TIO1f P001) F1r41 -�E{ G fz p Coe 1' 91.56 Zni 0 E C-T \•l ry L4 C (-:.T �Lfl1, LEV- ri£.`t Z. 9p-< 2.5 9S;z� MF)f' Z-1 411 39:;- 5 F PY(, 91 PE 1 I 4 D�A.ScL10 Pvc. Pipe- s H E 0 L4ti1E5 T-c, E A L)AT To ELEV 92. ter, A No 6 A Gi(- r- Ll,- L 0 W l T rt S P) rj O PtfJ c) G re - A OE L # Gol. & Of P GENT Atli GnUE CSA�Cot A PEAK T-&s-r OATS �-�-�-� PEP.K (riTE I5m1rt.ItAtCH PCe-IC 1400E DEeTH $O„ W�?TEi: ir�4.EE 62"wiTH t' FACTat?- l)E5i4u JAI-Ej, TAELF- 7ral' WRTEV- -rE5T &7 -VC Z- 2.'7-6 No. of �r coti 3 tiF)-1 Ly j t~1 A (TE iizw 33C3 aL-5. 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IOUA 1 �� ICLN SAriu E $ ,e�` ?*C?r�, r':4".CiI1NIH(7 --•�Y'` i P�tQi;S?- 4 r4t� <)'-, +51 z.t= f � � \E \ \-� I �- so G,zavEl. Is: x Grr�vE�� Gi ' `f'ttuEa ISILT W ( C-i ;-'r NtvsE tot I t EV ' t i r }}:ate' rtIN,T,oi^. (8q.10 \ EST PIT' 2b3 Trf` tf?"�Lii — �E; :� I _ _._. h 8 �i:`s� W r t jt3a+1 I Ya fi>+L _ ys ENGINEERS r�1S- �ttl l _ �'�� g �' `4 a =��& �� 3 T coN�,n,K .a 'LKI ►s (1i1, y p g, STATEMENT REQUIRED. TA `` ►___C._.. ,. �_L:_I.B: ,I�r�► ��Ev-- �.�_ f .._ OF HlE:AJ H APPROVAL k----•'--� 1r 1 t THE APPROVAL BY THIS OFFICE Ij-j S NOT GUARAtJTEE THE 4� Pvc � `r.��so6 EFFECTIVENESS OF ANY RcsE��t; PIvE =�'� Excau.3T'Iar{ LFAc►r To W ITat I T-ANa \� �, ►1C' INSTALLATIONU�Q AREA "� Wt cal-L&A) ��acn f I JAR TMOUTH BOARD OF HEALTH itA-'HvL-E. 6.M, SIE (ir-f4fp- A� / � I.ELTR_IC. TR.IQat�f p{i..1'cEf� i oo. DIETZGEN NO. 198-MF AGEPROQF MASTER FORM f /34' TE5T ..TtiZott r 12 2b` I fc4. Lt' , CCNtPtfTa: f 12 Lx,vNo � 4 Evc,E or C.ATCt-{ �- PAvE�t=r.�r 73' t<tr 0% = 3o, Lcx us `' SLa UC;a LqK� i1 1^1 A r RoA p CONSTRUCTIQ-1 OF THIS SEPTIC SYSTEP MUST BE COMPLETED WITH THREE (3) YEARS OF THE DATE OF APPROVAL 15< 7S # BOARD OF HEALTH P� RERED WHEN EXCAVATED Q I lctR c A-t�yT , W ELL �.LEar� This �yStem IS Not DeRECEI V E D De -,signed �1'15SYSTiEI' �' C) T For Garbage Grinder,/hirlpoolFNOV221� pES1GNEu �oR Or ®they` High Water Use Devices, GARBAGE DISP : r BOARD OF HEALTH a of � < ST>� ►� ¢ r� Ufa U (� CE SE W At'ak iSf'oSr�� PPPROV O A;vO vrLSHCf NRM£ t�Fr) �?1EtRA oP Lo T A7 DATE Lla _ t' LWN F. N R L7 C? E� E S l A D E S FA C P^I fI b P ig 1 y !Y �I l� rs �W1'LT Fit 6vTH P I do o, y''sT� \�a °. lJE �Tt} r r �tULs ►roc r-t t, �. 1�.}E.sTnof�,T Z. 017 H, N OT'E s i R C, , 'S T-i r-1 P SCALE: ) < < Z30 APPROVED BY DATE: Co"iT-A CT Pr r1--50'tj �.•tQn.slit�C i�ATiE�, 171'ti t�T 42-6AQ. )..-IESTP0f~..T DRAWN BY I�UL !� L-3t6 i DRAWING NUMBER .� � • S t5' i �� U Z W Z Z Q J CL W 2 O O N N Z 0 W 0 L C O C U C U Q N N U L r.. N 3 U U os t U L C) � 3 �r O CZ CN o �N 0 00 .� q L � � LL y •N •- •i .r o G U L '(J J � � � N r N U, w 6 U m_ cY') co ®VT 1 CT rIvIO., 24"M A nu 6-Z9V-- 6:1 36 - a yV/ s FIRE STO PPiNG REQUil E " -NT 'penetrations thru rated walls and floors shall bt ' R d with a material capable of preventing th -ga of flames and hot gasses when subject'" ie requirements of the Test Standard specific ° Fire Stops ASTM-E-814. N 01% 11 CILL An As Built Survey must be sub witted to the Building Dept. prior to calling for a foundation inspection or any farther construction- - �Y4MG .Mus-r b� JpUR gVil.Dt14G pRK`@ A�rJ4E of THIS w StMDIN o DEDaYt ° f Tom' TOWN OF DARTS jOUTH RECORD PLC A Copy Of This Endorsed Plan Bust Be Kept On Site Date Duri'MAR 2 Nggn F ILE CO t: MS ISGI Sul Jo p010eEgns uegm eessvb IoL 1 PUT caw:, , � ao r^r W4 OuPuetaid io dlger+ea al,6t�ft sjoo# pun slie�rj pe, 81 nayt s� o3gi; . , TM OF DIMMH dal a 2 6 1996 Baum DEPiRTK T 1 This plan, has been revieved and awepted as a rewrd copy of nark affrhhopaedtbe rn co'i�a84t M 5tb Edition. npteeer� plprand"/orrtineer is responsible for insuring final covpliance vith the above-venUmed code notrithdMang any errors or ovissions in the record plan. Any change in Omer, license contractor or engineer vast be reputed to this office media�f Any change in plan be sahvi ted to this office in a ti* .vanner 1 Signature TOWN OF DARTMOUTH BUILDING DEPARTMENT NOTICE PLANS MUST BE KEPT AT SITE DURING &OyLOT AHD ADDR ADDRESSMIT MUST BEERP CLEARLY T POSTED AT ENTRANCE SITE. 5q3 LOT LINE P L 0 T P L A N. NO SCALE " I\jo Ge \ ) _E * + r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UNEXCAVATED -- -Rear Low t3 PA+,6 e,loas ,� \ �- ►� 41"`_P RED CONCR ERRACE SLAB OT 1 0)' I W l^/6"x6" .W.R.M. OVER -- 1 4aGR FI SCORE AWN 01 PL I 58'-10" (iP N O T '-1 1/2"N 49'-10" O 1 v- r — Tit 7-7 ;r,r F•r e,PLG_,_ e. Not I de;n5 i�3Stallc � 0.� o will Qe.-Pdocc� NAA I -� Flocr d fJa ll S bra «Le d Poi ��}Ure 2U5+�Lf.A(� ZQ5iA0 P?� P�amBef �aC FUr,�ae'6, CD TL — 4'-6" 4 �• 0 it O' U O r ♦ cn ,• � CQ L _ ' o ,4 po _zo ,• X O T X N o• 4 I CV 00 I N I I to 00 I LV I I i I I I 9,-0" --- yr----- 1 , 1 PLANTING ABOVE I I -- — — — — — — — — — - — — — - - — — — — — — — — — — I- — — — — - - — — ♦ or ,, . O ,, . O . O ,• a �� • �If o• 12'-9„ 15'-2„ 20'-3"' '. ♦ N 2x10x14'-0" JOISTS 16" O.C. I 2x10x16'-O" JOISTS 16" O.C. ( r` • c5 4 r 30"x30"x16" POURED CONC I I PAD FOOTING (TYP) N • i FURN. F.D. it 1 I 3" DIA PIPE COLUMN (10 PLACES) I I g o • ' • ° • ' • ° ` o, I L—— J I I G�x6 WD POST ABOVE L — — J r U, � UNEX. •, r . • O _ P.S. O I P.S. O CD P.S. O P.S. 4" POURED CONC. SLAB - O I N OVER 4'1'a`E FILL • W.C. = 4" CONCRETE SLAB OVER I ,= '• rl STQAle • 4" L FILL r= 10'-11 112" . ' is" 8'-0" 4 ' 12" THICK POURED CONC PAD I I PROJECTS 6" ON ALL SIDES OF FIREPLACE FOUNDATION W L6 s S8x18.4* STEEL BEAM w " 8;xY ST EL BEARING PL - • 8x1$.4° ST EL BEAM 6° ' — — J At _ o I � I Iit — I cc:f CL N OP.S. L-— J L— J L I— — J r O •I C? O • ( ' - Ir 9'-4" 9'-3 3/4' 6'-9" I 11'- 3/4" 141" 18'-11 112' 12 X CV � r F c.? 4" CONCRETE SLAB OVER — O 4" €L FILL • �. J •Z O rl P.S. O f O S%D:C oL ^I At P.S. , !I Ln 0 T UNEX ° 1 c, 4" CONC. SLAB OVER o ,j 4" GRAVEL FILLc\j ,I r UNEXCAVATED X CD 30"x3ON16" POURED I • ° F 4' POURED CONCRETE SLAB . • O .. , •00 • 0 0 E ..I N (TYPICAL) CONC PAD FOOTING ��• '. WITH 6'x6' W.W.R.M. OVER 4" GRAVEL FILL- SLOPE 2' ' TO GARAGE DOOR P r _ 8"x8"xV4—SIEE4 BEARING PLATE '. • o o 0 I I S8x18.�# STEEL (BEAM --� . ' °• • ° °• • ' I it a I — --- •°• .. .• .O D . ♦ 4 •• L J L J • . Iff 91-0" 9,-2" 91-0" w 9'-0" 4'-11" 11'-2" 4'-11' 27'-2" �? • ; O A O• . • U tD • • O " TI O (V 1 P.S. � O P.S. T N ' • <n °: BASEMENT 4 0 4" CONCRETE SLAB OVER 4" GRUEL FILL o T X N I, • - - - 4 - - • - - - • 4 - 1 • G0 L-O4 N IF • • ,, • • ,• I �O I ) 1) .0 4'-6' 116'-10" 12'-0" 9,-0" 1Y1611 X 3Y II 1Y16" X 1Y4 II 'Y16" X 1Y II 1,2 II x 3, 11 F 0 U N D A T- 1 0 N P L A N BASE CASING STOP SHOE SCALE 1/4" = T-011 TRIM DETAIL.. 21'-0" 00 ti 0 N TOVIPA OF DARTMOUTH RECORD PLAN A Copy Of This Endorsed Plan Must Be Kept On Site During Construction Date _-.__� ff4z_ 9fa`._ JLHLL; t-ULL SCHEDULE OF ABBREVIATIONS DESIGN LOADS ROOF FLO R BALCONIES YARD LUMBER T T. LAM. WD. BM. DESIGN Psl Fb — s S PSI Fb — 1,200 Fv — Qj PSI FY — 1ES PSI CRITERIA E — 1,600,000 PSI E — 1.800,000 PSI MINIMUM IL BEARING PRESSU E — 3,000 PSF NOTE: GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLANT AND BLUEPRINTS. NOWEV[R, BECAUSE OF THE IM►OSSIBILITY OF PROVIDING ANY ►ERSONAL AND/OR "ON THE3ITE" CON!ULTATIO N, SUPERVISION, AND CONTROL OVER THE ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS. AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, HOME PLANNER!, INC., AlSUMEB NO'll MSIBILITV FOR ANY DAMAGES, INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES, OMISSIONS, OR ERRORS IN THE DEBIONORBLUE►R1NTS. I TISRECOMMEND ED THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE, AND CHECK WITH YOUR LOCAL BUILDING OFFICIAIB, PRIOR TO START OF ACTUAL CONSTRUCTION. NOTE: COPYRIGHT BY HOME PLANNERS INC., AND IS NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN,"�Il;;fi PERMISSION. II I, it I �.!, HOME P No"ERS, ' -� " I; i� II 3275 WEST INA ROAD SUITE 110 TUCSON ARIZONA 85741 �;�.- In �Iltl� t I' / F F DESIGN NO. (� WOOD OR ASPHALT SHINGLES MISSION TILE BUILT�JP WOOD, CARPET OR R.F.T. CERAMIC TILE, SLATE OR STONE SPACED DECK BM BEAM BF. D BIFOLD DOOR C. O. CASED OPENING CER. T CERAMIC TILE CL CLOSET COL COLUMN CONC CONCRETE C S D 9 CUT STONE DOOR SILL DIA DIAMETER D. N DOUBLE HUNG EXT GA. PLY EXTERIOR GRADE PLYWOOD F. 0 FLOOR DRAIN GL GLASS HDR. HEADER H. B HOSE BIBI L. T LAUNDRY TRAY LAV LAVATORY LIN LINEN M. T. MARBLE TNRElHOLD M. C. MEDICINE CABINET MLOG MOULDING N I. C MOT IN CONTRACT O.C. ON CENTER P L C & S PLASTIC LAMINATED COUNTER &SPLASH P S PULL SWITCH R RADIUS/RANGE/RISER REFG REFRIGERATOR REINf. REINFORCED R. F. T. RESILIENT FLOOR TILE lLDO SLIDINo ! L. W. ! STRUCTURAL LAMINATED WOOD BEAM TAG. TONGUE&GROOVE CLOSET(PSF) W. C. WATER HEATER W. H. WATER HEATER W. W. A. M. WELDED WIRE REINFORCING MESH WD WOOD DEAD LOAD (PSF) 1S is 1Y 1S 4S 7 SHEET NO. OF LIVE LOAD 30 30 30 40 •0 SO NOTE: !MOULD BOIL ANDrOR WEATHER COND1110NB II[ HURRICANE. EARTHOVAK[. SNOW ETC) CAUSE LOADS OTHER THAN INDICATED, IT IS RECOMMENDED THAT A LOCAL ARCHITECT OR lTRUCTURAL ENGINE ER BE CONSULTED. TOTAL P ( SF) 4S SS •B SS SS B7 r r .1toJ4-orI% - 8 r \IoTC� E�J1 'Ioof To be- DOW �__ �p it )( b " e. A f- Tk ; -5 T r &TF: Rfv1,7_,_ � i108 (S 4,v Q64 . L0 r J7ll6vr-r-I Lc) N POST 6x6 STUB POST 0 5'W" ASH DUMP -zo 16"x12" FLUE 0 T- _to T 1 [D T- TERRACE _1 1 /0" AN 81_9" 49'410" 11'-8 10'-6" ERRACE 5'-1" 91.0" PLANTIN AREA 2 CONCRE E STEPS— � � 2 CON STEPS �i2x12 HEADER �2x12 HEADER )2x12 EADER �2x12 EADER (S)2x12 HEADER 8'-0" SLDG GL DR 8'-0" SLDG GL DR 8'-0" SLDG GL' ' 0" SLDG GL DR I _ _ I D.W. -� BRKFST RM GATHERING RM �_� DINING RM I RESILIENT FLOOR TILE WALL IN 5'-11" 4'-0' 10'-1' 10Y2 4'-0" T-0" 5 1/8"x12" SLWB l0 6 to � : RANGCV)E T W%HOOD J `' o c, � Icy c� I � IJ WA ER2� m - I � I w SPACE PACE _ 6x6 WD POT _ KITCHEN Q ,,,• Q I )— — — — 5 1/8"x19 1/2" SLWB — — — — — — R.F.T. LAUNDRY Q' K- m om_--o — — --_ —— 3'-6-C.o. Ln M cD I- _ _ R.F.T. " 4'- 31_5" J w N 61.9" 12 _g '-4 1/2" 15.0" 2 d 61_6" 5 -0 _ 18'-5 1/2 p '_6•DR.- " BF.?. cd o o db RAILING 3'-0" BFD _ 4'-0" B o N N CD _ = DESK PANTRY N J CHINA BRM CL — — — w -C:1 . 5 SHELVES °� CL• -N oP 6x6 " - qp POST N I STEP �f VANITY i I I (2)2x10's `O PDR M I R T m I 5/8" DRYWALL ON GARAGE F o CEILING AND HOUSE WALL ONLY 6 S.LW 612" 0 3%"x10Y2" SLWB m — --_ 8 `D w N LU — — z — — .T. VU _ N CC CD p I- I- � C- U_ U S. t d\�1 LLo0 00 F F::' 9 F Y R , _ • IJ, I p N w ' F.. � F r GLASS (3)2x10'S u, LL1 U j a L1J `� CD OUTLET FOR ELECTRIC a, I I BATH 4'-0 DR $ U- GARAGE DOOR OPENER w I I w I 10 N CER FLR E GIRDER TRUSS - c 4'-0" 5'-5" _1 �- S�UDY ZD W.P. TRUSS BEARING I i 2-6 DR _IOVERED WALL " ) 19'-7" I [F 71_5" — - 7'-8 1/2" - — 2'-4 1 3'-1 1/2" 10'-11, 5Y2o 12 U, tIl 11 o WALK-IN r N m - - 7'-0GARAGE BATH � I'� CEILING ° CLOSET o _ (3)2x4's CER FLR IGP o `D T ILE I p Z LU M (3)2x12 s —_— —_ —_ FURR DOWN 1'-0" _ I N M.T. 2'-6" DR. - 4'_0" BF.D. CL. OST 5'-0" BF.D. (2)2x10's A c - 4 p 5' 112" 4'-0" T T 4'-11" 1'-10" 2'-6' 2'-6" 2'-6" 1'-10" 4'-11" I N I 13 -6 10Yz" 9'-0" 13'-3 1/2" N � N I I O T ll-- T T 28 0" PRE-ENG ERED ROOF TRUSSES _ (2)2x8's AT ZC O.C. OVER N BEDROOM o MASTER BEDROOM VOID 0 I 1 N N I C 5 5• 6�-10• 2'-10" I 6�_9• 4'-3• 2'-10" 2'-10" T-8" 5• 91-0" 21'-0" 16'-10" 12'-0" 30'-0" 28'-10" TRUSS BEARING WALL I ti 0 T- 01 o _ 0 I x 0 T In 8Y2" o 0 1 T- O _co T- 0 TOI` 1IJ OF Dth tf��► M RECORD PLAN A COPY Of This Endorsed Plan Must Be Kept On site Durin_g Co s uation D to �1AR 1996 FILE OR 58'-10" 4'-6" I 63'-4" F L 0 0 R P� A N FIRST FLOOR 2112 SO. FT. SCALE : 1/4 = 1,_0 H BUILDING VOLUME 50177 CU. FT. DESIGN NO. 2962 YARD LUMBER STRUCT. LAM. WD. SM. ROOFS FLOORS BALCONIES DESIGN Fb - 2,200 PSI NOTE: Fb YARD PSI NOTE: GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLANS AND WOOD, CERAMIC PSI FV - 100 PSI BLUEPRINTS. HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR "ON -THE BITE" CONSULTATION, L INC* SHEET NO.DESIGN WOOD OR ISSION ATE SPACED �� _ 95 OO PSI SUPERVISION, AND CONTROL OVER THE ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE r COPYRIGHT BY HOME PLANNERS, �JF ABBREVIATIONHOME PL_r__x 1 19 S M BU!LT-UP CARPET TILE, SL DECK CRITERIA E - 1,800,0 , SCHEDULE O ASPHALT f 1,800,000 PSI INC., AND IS NOT TO BE COPIED OR I` II REINF. REINFORCED TILE OR R.F.T. OR STONE REQUIREMENTS, AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, HOME PLANNERS, INC., ASSUMES N E RFSPON BLUE TY FOR M T MARBLE THRESHOLD A. F T RESILIENT FLOOR TILE LOADS SHINGLES REPRODUCED WITHOUT WRITTEN q I�I1II�II�I IIN�I L MEDICINE CABINET SLIDING ANY DAMAGES. STRUCTURAL FALOCAL ARCHIUE TOTECT ANY DEFICIENCIES. OMISSIONS, ERRORS IN THE DESIGN OR BLUEPRINTS. PERMISSION. II jIIIIIIIIIIIIIIIIIIII�I�I�II�IIII 3275 WEST INA ROAD, SUITE 110, TUCSON, ARIZONA 85741 ILYWOOD M. C. SLDGY5 19 15 25 7 MINIMUM SOIL BEARING PRESSURE - 3,000 PSF IIII MLDG. MOULDING S L W g, STRUCTURAL LAMINATED WOOD BEAM DEAD LOAD (PSF) 15 IT IS RECOMMENDED THAT YOU CONSULT ARCHITECT OR ENGINEER OF YOUR CHOICE, CHECK WITH YOUR LOCAL BUILDING N. I. C. NOT IN CONTRACT TAG. TONGUE a GROOVE 30 30 30 40 40 60 OFFICIALS, PRIOR TO START OF ACTUAL CONSTRUCTION. ON CENTER T C WATER CIO LIVE LOAD (PSF) NOTE: SHOULD TOIL THAN I WEATHER CONDITIONS OE. HURRICANE. E AL ARCHITECT SNOW ETC.) CAUSE 0. c 49 55 85 67 LOAD! OTHER THAN INDICATED, IT IS RECOMMENDED THAT A LOCAL ARCHITECT OR 9TRUCTURAL P. L. C AS PLASTIC LAMINATED COUNTER A SPLASH W H WATER HE.?FT TOTAL (PSF) 45 55 ENGINEER BE CONSULTED. p S PULL SWITCH W W R M. WELDED • "F •ENFORCING MESH R RADIUS/RANGE/RISER WD, WOOD _ REFG REFRIGERATOR FI 12 8 313"x FIX 36*x70" FIX % �EkL 5_%LAe� NI61 CERAMIC FLUES CONCRETE WASH CONCRETE CAP _j 11111111 111M*— SOLDIER COURSE 2X8 CCRNER ^BD 1" PDRTLAND'CEMENl IIIJUCCO. .011 +RIB METAL, LAT • STOE VENEERFLASHING . . 2j6 - -BRIG 31LJ_ U - - - 4y - - - - - - - - - -- I - - - - - - - - - 16"x30"x42" WD LOUVERED VENT ASPHALT SHINGLES 2x8 RAKE BOARD FLASHING SHINGLES PO SUCCO HI -RIB )IETAL LA H 8"x24N45" WD LOUVERED VENT SPLA 12 8 —7/ X0 2x8 RAKE BOARD METAL GUTTER METAL DRIP EDGE FIX FLASHING 2x8 2xlO I r-IAI I 3Y2"x3Y2"xY4" ANGLE IRON (Tyr) _�J JL - 'j I 1 11 LITES 11 JL - 2% FLAGSTONE L - - - IL--- METAL AREAWAY -J LI - - - - - - - - - - - - - - - - - - - - - - - L I - - - - - - - - L- - - - - - - - L . . . . . . . t I - - - - - - - - - - - - - - - - - I- - - - - - - - LEFT SHINGLES METAL DRIP EDGE L—METAL GUTTER 60ON60' 11 PORTLAND. EAENT. STUCCO 3E I' A SE ON HI -RIB VIETAL.LATH- co 4U T - - - - - - - - - - - - - E L E V A T 1 O N4'-8- 11 11 11 I � — JL = � I I L — — — J CERAMIC FLUES CONC WASH CONC CAP SOLDIER COURSE 16"x30"x45" WD LOUVERED VENT ASPHALT SHINGLES Q BRICK FLASHING - • FLASHING 2x8 RAKE BOARD 26*x36" WD LOUVERED VENT L X-0- -2 12 1 12 8 8 2X6 - - - T 42xA8 0 1 A M 'v' It BIJ SHINGLES X8_ 16'-D"x7I'-0' L-1 — — — — — — — — —T — — — — — — — — — — — — — — — — — — — —T L J F_r I — — — — — — — — — — — — — — — — — — — — — — — —I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - R I G H T E L E V A T 1 O N CD m m w tit BRICK C? GRADE ;--, L-Ohomll 20N24N54" WD LOUVERED VENT o 2x8 TRIM BD /--l" PORTLAND CEMENT STUCCO ON HI -RIB METAL LATH SHINGLES 10 lx8 FASCIA BOARD = METAL DRIP EDGE METAL GUTTER F_ CROWN MOLDING 1. ►�'� I �1�.1 A1�.1 Ill�al 11 11 �� .�� , • � ir�� © m�, li Ali . /lam rrr■■■rr■rrrr� rr� ■■u �'Irr■rrrrr■rrurr■■�nr■rr�■■H■■�■■rrH■��■■��H� I,� 1 '1 �I � ;'/� Ell 0 m CONC. STEP i I i I- - - - - - - - - - - - I L ri— — — — — — — — — — — — — — — — — — — — — L—T — — — — — — — — — — — LT — — — — — — — — — L— — — — I — — — -- — — — — — — — — — — — — — — I . . . . . . . . . . . . L . . . . . . . . . . j F R U N I E L E V A T 1 ON SCALE 1/4" = T-011 SHINGLES 3620,, 361 c SE C 'S� c\j GO Do FLASHING ; 1 0 SHINGLES rrLe corly TOWN OF DARTMOUTH RECORD PLAN A COPY Of This Endorsed Plan Must Be Kept On Site Wing Construction Date MAR_ 2 6 1996 METAL DRIP EDGE 1x8 FASCIA BOARD METAL GUTTER METAL DRIP EDGE 2*10-FRIE2E -BOARD - - - - - - - - - - - - - - - - - - - - - - - MEMO no a a 1 0 0 0-0 Omni on 0 No 0 Omni 0 MR a Ell on 0 ml IMES BRICK^ ROWLOCK - MEN FLASHING. OMNI 2 CONCRETE STEPS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - R E A R E L E V A T 1 0 N SCALE 1/4" = 11-0" SCHEDULE OF ABBREVIATIONS DESIGN LOADS ROOFS FLOORS BALCONIES DE SIGN CRITERIA YARD LUMBER STRUCT. LAM. WD. SM. NOTE: GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLANS AND I BLUEPRINTS. HOWEVER. BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR "ON -THE -SITE" CONSULTATION, SUPERVISION, AND CONTROL OVER THE ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE NG AND WEATHER CONDITIONS, HOME PLANNERS, INC., ASSUMES NO RESPONSIBILITY REQUIREMENTS. AND OTHER LOCAL BUILDING S ,,,, NF.,OSR INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES, omissioms, on ERRORS IN DESIGN OR BLUfl ANY DAMAGES, I IT IS RECOMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE, AND CHECKWITH YOUR L OCAL BUILDING OFFICIALS. PRIOR TO START Of A.'TUA, CONSTRUCTION. NOTE: C COPYRIGHT BY HOME PLANNERS, INC., AND IS NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. HOME PEL AAR NNERS, 111"NEC. oFt 3275 WEST INA ROAD, SUITE 110, TUCSON, ARIZONA 85741 DESIGN NO. 2962 SM BEAM OF, D. BIFOLD DOOR C. CASED OPENING C I CEOR T. CERAMIC TILE Lo SET CL CLOSET COL COLUMNH. CONC CONCRETE C S. D S CUT STONE DOOR SILL IA DIA DIAMETER H.DOUBLE HUNG fXT GR. PLY. EXTERIOR GRADE PLYWOOD Y. F, D. FLOOR DRAIN OL GLASS IHOR, HEADER HOSE BIBS L LAUNDRY TRAY T. LAY LAVATORY LIN LINEN T. MARBLE THRESHOLD M C. MEDICINE CABINET MLDG, MOULDING NOT IN CONTRACT W I. C. N O. C . ON CENTER PLASTIC LAMINATED COUNTER & P. C. A S. PLA SPLASH P. S. PULL SWITCH R RADIUS/RANGE/RISER REFG REFRIGERATOR A REINF. REINFORCED R. F. T RESILIENT FLOOR TILE BLDG SLIDING S. L. W. 8. STRUCTURAL LAMINATED WOOD BEAM T A G. TONGUE {GROOVE W. C. WATER CLOSET W. N. WATER HEATER R M. WELDED WIRE REINFORCING MESH 1W WD W WOOD WOOD OR ASPHALT SHINGLES MISSION TILE BUILT-UP WOOD, CARPET OR R.F.T. CERAMIC TILE, SLATE OR STONE SPACED DECK Fb — 1,200 PSI Fr — 95 PS E — 11,600,000 PS; Fb — 2.200 PSI Fv — 165 PSI E — 1.800,000 PSI I DEAD LOAD (PSF) 15 25 19 15 25 7 MINIMUM SOIL BEARING PRESSURE - 3,000 PSF SHEET NO. 3 OF LIVE LOAD (PSF) 30 30 30 40 40 80 NOTE: SHOULD SOIL AND'OR WEATHER COMBITIONS (It HURRICANE, EARTHOUAKE. SNOW ETC I CAUSE LOADS OTHER THAN INDICATED, IT IS PECOMWENDED THAT A LOCAL ARCHITECT OR STRUCTURAL ENGINEER BE CONSULTED TOTAL (PSF) 55 1 49 55 85 .. C� r T i In Ki v.� 2'-6" 2'-6" 2'-0" 2'-0" FURR DOWN OVER CABINETS Lj I Cl �_ U , N — PAN 4'-0" RY BFD DOOR TO FOYER BROOMCL 3'-0" BFD rDESK P.L.C.&S. 0 _ 00 � 0 4'-4 112" _ 1 1'-3"-1 _ 2'-6" _ 1 T-3" 1 2'-0" H 2'-0" 01 3'-3" _ 1 3'-4 112" 2'-6" T-O K I 2'-0" H D 4'-0" -1111 O it n. SECT ION B-4 SCALE : 3/8" = 11-011 3 0" -1 3 -O" -1- 2 -0" 1 101-0" I N T E SCALE : 3/8"=11-011 2'-0" _I_ 3'-9" METAL DRIP EDGE METAL GUTTER 1x8 SOFFIT CROWN MOLDING W2 BOARD D Ii TOl-'rl OF DARTMOUTH RECORD PLAR A COPY Of This Endorsed Plan Must Be Kept On Site During Construction Date �a9a______ 3'-0" _I_ 2'-0" _ I _ 2'-0" 1 2'-0" FURR DOWN OVER CABINETS ENTRY TO( RPACEF'G DINING RM PLASTIC LAMINATED COUNTER & SPLASH 2'-0" _ 3'-9" T-O" 2'-0' I 3'_0" 0 0 10 R E L E V A T I O N S SCHEDULE OF ABBREVIATIONS BM BEAM D. H. DOUBLE HUNG M. T. MARBLE THRESHOLD REINF. REINFORCED BF. D. B(FOLD DOOR EXT. GR. PL`i- EXTERIOR GRADE PLYWOOD M. C. MEDICINE CABINET R. F. T. RESILIENT FLOOR TILE C.O. CASED OPENING F. D. FLOOR DRAIN MLOG. MOULDING SLOG SLIDING CER. CL T. CERAMIC TILE CLOSET GL GLASS N. 1. C. NOT IN CONTRACT S. L. W. S. STRUCTURAL LAMINATED WOOD HDR. HEADER O. C. ON CENTER T A G. BEAM TONGUE A GROOVE COL COLUMN H. B. HOSE BIBB P. L. C. A S. PLASTIC LAMINATED COUNTER A SPLASH W. C. WATER CLOSET CO NC CONCRETE L T. LAUNDRY TRAY P. S. PULL SWITCH W. W WATER HEATER C. DI S. D. S. A CUT STONE DOOR SILL LAV LAVATORY R RADIUS/RANGE/RISER W. W. R. M. WELDED WIRE REINFORCING MESH DIAMETER LIN LINEN REFG. REFRIGERATOR WD WOOD DESIGN rnvvra FLOORS BALCONIES YARD LUMBER STRUCT. LAM. WD. BM. WOOD OR MISSION WOOD, CERAMIC DESIGN LOADS ASPHALT BUILT-UP CARPET TILE, SLATE SPACED Fb 1,yOQ PSI FD 2.200 PSI NOTE: GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLANS AND DESIGN NO. SHINGLES TILE DECK CRITERIA FV ! 95 PS Fr — 165 PSI OR R.F.T. OR STONE BLUEPRINTS. HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR "ON-TNESITE•' CONSULTATION, NOTE: DEAD LOAD E — 1,600,000 PSI E — 1,800,000 PSI (PSF) 15 25 �g �$ SUPERVISION, AND CONTROL OVER THE ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE �$ 7 MINIMUM SOIL BEARING PRESSURE — 3 CGO PSF REQUIREMENTS. AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, HOME PLANNERS, INC., ASSUMES NO RE P COPYRIGHT BY HOME PLANNERS �� LIVE LOAD s oNs1BaITr FOR ,i 2962 (PSF) 30 30 30 40 40 80 ANY DAMAGES, INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES. OMISSIONS, OR ERRORS IN THE DESIGN OR BLU INC., AND IS NOT TO BE COPIE I TOTAL (PSF) 45 55 NOTE: SHOUT I IT IS RECOMMENDED THAT EPRINTS. D OR a YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE. AND CHECK WITH YOUR L REPRODUCED III I 49 $$ 85 87 D SOIL AND-0K WEATHER CONDITIC •3 r E HURRICANE. EARTHQUAKE. SNOW ETC.) CAUSE LOCALBUILDING GOUGED WITHOUT WRI TTEN „III a IIIIIIII II HOMEPLANNERS, I SHEET NO. OF LOADS OTHER THAN INDICATED, IT IS RECOMMErDEO THAT A LOCAL ARCHITECT OR STRUCTURAL OFFICIALS, PRIOR TO START OF ACTUAL CONSTRUCTION. PERMISSION. II IRE ENGINEER BE CONSULTED. IIIIIIIIIII I�III�I II3275 WEST IN G �Ullilw, A ROAD, SUITE 110, TUCSON, ARIZONA 85741 4 C 36x 5 1/8'xl9 /aS.L.W.B. Z_ DRYWALL ----- / BRICK SURROUND METAL ME1 1x8 FA`. 2" CONT. ALUM 1x8 2x10 FF �i F, 1CP POURE. 0 I 00 12"x16" FLUE 2x4 STUD's AT 16" O.C. DRYWALL 0 I N 3Y2"x3Yz"x%" ANGLE N METAL DAMPER _T BRICK SURROUND EXTERIOR BRICK FIREBRICK (2) 3Yz"x3Y2"x&" STEEL ANGL 2'-0' = N 5"x8" ASH DUMP MARBLE HEARTH _ 2x1O't AT 16" O.C. w . I 4 GRADE 5Yz" CONC. SLAB REINF. W/ 8'-2 3/4' 8" 3'-4' 8" 8'-2 3/4' ' ° x4 AT 4" O.C. & #3 AT 10" O.0 ASH � 10" FOUNDATION WALL 21'-1 1/2" FIN DIM PIT A o' , 4 O_ZA FIREPLACE SECTION SCALE : 3/8' - T-O" ' LIGHT 1/4" PL GLASS MED. CABINET /- P.L.C.&S. S EC T I O N C-5 SCALE : 3/8'1 = 1'-011 LIGHT- 1/4" PL GLASS MED. CABINET P.L.C.&S. — L — T — LIGHT— I 1/4" PL. GLASS MED. CABINET =b ir) P.L.C.&S. �r I N 2'-6" 3'-0" 4'-0" 34 1/2" 34 1/2" 4'-0" 5'-6" FIN DIM O O 10 N T E SCALE : 3/8" = 1'-0" 0 U z 3 w 0 cr CC w I— Cp zo 21-11' 6'-4" 3'-8 1/2" _WE4ff----9T C€0- ON BATHE D 'NT D CONC FTG W/ '*5 REINF RODS I L Fm Ch ug" P V TOVII OF DAOTP®OUTM RECORD PVJI A Copy Of This Endorsed Plan Must Be Kept On Site Date Duri"Ah" rugo LIGHT 1/4" PL GLASS DOOR TO MASTER P.L.C.&S. BEDROOM S iz OR ELEVA-T IONS 0 I C'7 SCHEDULE OF ABBREVIATIONS HOOFS FLOORS BALCONIESDESIGN YARD LUMBER STR CT. LAM. WD. BM. DESIGN DESIGN NO. WOOD OR WOOD, CERAMIC Fb — 1,200 PSI Fb — 2,200 PSI BM BEAM D. N. DOUBLE HUNG M. T. MARBLE THRESHOLD REINF. REINFORCED MISSION SPACED NOTE: GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLANS AND ASPHALT BUILTJIP CARPET TILE, SLATE $F. D. BIFOLD DOOR EXT. GR. PLY. EXTERIOR GRADE PLYWOOD M. C. MEDICINE CABINET R. F. T. RESILIENT FLOOR TILE LOADS TILE DECK CRITERIA FY — 95 PSI FY iBS PSI BLUEPRINTS, HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR "ON -THE -SITE" CONSULTATION, NOTE: r..i',- C. O. CA OPENING F. 0. FLOOR DRAIN MLDG. MOULDING SLDG lLIDING SHINGLES OR R.F.T. OR STONE E - 1,600,000 PSI E - 1,800,000 PSI SUPERVISION, AND CONTROL OVER THE ACTUAL CON!TRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE 2 COPYRIGHT BY HOME PLANNERS i. 96 CER. T. CERAMIC TILE GL GLASS N. 1. C. NOT IN CONTRACT S. L. W. B. STRUCTURAL LAMINATED WOOD BEAM DEAD LOAD (PSF) 1S 2S 19 iS 2S 7 MINIMUM SOIL BEARING 000 PSF REQUIREMENTS, AND OTHER LOCAL BUILDING AND WEATHER CONDITION!, HOME PLANNERS, INC., ASSUMES NO RESPONSIBILITY FOR w- CL CLOSET NOR. HEADER O. C. ON CENTER T A O. TO GUE A G 00 E G PRESSURE .�, ANY DAMAGES, INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFICIENCIE3,OMISSIOHS OR ERRORS IN THE DESIGN OR BLUEPRINTS. INC., AHD I$ NOT TO BE COPIED OR �,, II SHEET NO. OF COL COLUYN M. B. HOSE BIBB P. L C. A S. PLASTIC LAMINATED COUNTER A SPLASH W. C. WATER CLOSET LIVE LOAD (PSF) 30 30 30 4O 40 00 IT 13 RECOMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOIC[ AND CHECK WITH YOUR LOCAL BUILDING REPRODUCED WITHOUT WRITTEN „hq fl �� HOME �� INC. COL CONCRETE L. T. LAUNDRY TRAY P. S. PULL SWITCH W. N. WATER HEATER NOTE: SHOULD SOIL AND/OR WEATHER CONDITIRNS (IF, HURRICANE, EARTHOUAKE, $NOW ETC.) CAUSE III C. 3. D. S. CUT !TONE DOOR SILL LAV LAVATORY R RADIUS/RANGE/RISER W W R M WELDED WIRE REINFORCING MESH TOTAL (PSF) 45 SS 49 SS SS S7 MMENDED THAT A LOCAL ARCHITECT OR STRUCTURAL OFFICIAL!, PRIOR TO START OF ACTUAL CONSTRUCTION. PERMISSION. 3275 WEST INA ROAD 5 LOADS OTHER THAN INDICATED, IT IS REC(� iillilR,i R , SUITE 110, TUCSON, ARIZONA 85741 DIA DIAMETER LIN LINEN REFG. REFRIGERATOR WD WOOD ENGINEER BE CONSULTED.