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HomeMy WebLinkAboutPLANSSYMBOL- LEGENIJ. GENERAL NOTES AREA CALCULATIOW _ -------�-`- I I. ALL WRK SHALL BE: IN ACCORDANCE WITH 3. ALL WOOD IN CONTACT WITH MASONRY, SHEET N 4 T14E STANDARD BUILDING CODE, 1985 CONCRETE OR STEEL SHALL BE PRESSURE rl�: r . ,ANTERIOR EDITION, LOCAL AMENDMENTS AND NFPA' TREATED. ELEVATION NO. BUILDING SECTION- — 101. NOTHING CONTAINED IN THIS SPECIFICATION OR SHOWN ON PLANS SHALL 4. GENERAL CONTRACTOR SHALL REPORT . ALL I kwcvlip HEFT "NO. BE SO CONSTRUED AS TO CONFLICT WITH IRREGULARITIES AND DISCREPANCIES TO -r-- CONC. BLOCK WALL { ANY LOCAL., MUNICIPAL OR STATE LAW OR ARCHITECT BEFORE PROCEEDING WITH WORK. $ E C T N O: IO.N i REGULATION. ALL SUCH LAWS OR REGU— i ��ALL _ _—.__,j LATIONS ARE HEREBY MADE PART OF THIS 5. CONTRACTOR SHALL GUARANTEE ALL WORK y IIC� NO. INSULATEDWALL ' � SPECIFICATION. THE REQUIREMENTS OF FOR ONE (1) YEAR AFTER DATE OF ?� THIS SECIFICATZON AND THE PLANS ARE ACCEPTANCE BY OWNER. ,f DETAIL NO. THE MINIMUM THAT WILL BE ACCEPTED. HEET NO. 1 CONTRACTOR BEING REQUIRED TO MEET 6• ALL WINDOW AND DOOR OPENING DIMENSIONS J BEARING WALL BUILDING AND FIRE DEPARTMENT REQUIRE- SHALL BE VERIFIED WITH WINDOWS AND MENTS AS APPROVED BY THE OWNER*. DOORS SUPPLIED. / r}-0OQR TYPE I 1 2. ALL WORK SHALL BE ALIGNED AND 7. ALL INTERIOR FINISHES SHALL { v BE RATED PARTITION WALL POSITIONED IN ACCORDANCE WITH PLAN CLASS "C" OR BETTER. DIMENSIONS WITH ALL SCALE DIMENSIONS ( TYPE BEING VERIFIED PRIOR TO USE. 8• ALL WALLS AND DOORS SHALL RECEIVE ONEiNiNDOW HEIGHT ELEVATION (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT. V W F Q z Z q N F N ZA z rc t, J 8 z a e a ' a a P STOCKORAFTING FORM RO. 101 54 ___.. '> fah` .i'tZAE�ila-ib PLAN /�1�1�L{: �>�ri�l0►-�`>,�IUn�rf�> »� �"%'Gfl-�CJ�TI�I� �`t' f�:.Ul��;�{1-•��? p!./?ti'-1 l�f�LUF'1JIN�' �F�r �' �-•IG'�t,�.h p>-5 ''55-, FOP? FL� f`l Al-llH(� PLA1J /�>?AiF? �> GT1Ct-IF � u r-L PLUMn, f'L,4W i GGTIZIG N�Tt%�/ ELc T pANE•L 1x Y?I i���rG!>F yi 1/I�IV✓ %<{it LvL '•� LI �.._._ ....t... r �..^ Ci' a _,-"t f y.., i -s ,:3-� ;f. .Q1.Q. _.J,,X,7'a `.'.� 1a ` `J � )^tI , I,.A/;;i 4 APv'z� d d V I .:.. :y Y ,;, .«.-.- 7 -�'. i ti C w IC-iL A'' I� lI i . a; _ _ '�.. _ A I oIp GA'RAQ ,� � p' t � -V to I161 DATE SCALE �1'1wil�,i DRAWN JOB SHEET ^� OF,P� SHEETS t v. O LEFT SIDE ELEVATION i 3 i RIGHT SIDE- ELEVATION ....-,.�..... — - ......-,.._,�..-...._.._..........:.._,.e..._...._.+�•........,�.......�. </, a N��t .•. it _...._:1.- 3 ROOF CONST. TYPE CEMENT flp t TILE ON 1490 FELT w7r Mormv To 43o FELT To !y8" EX f Typf_= Pt YWD. 50T6- Oe AG"I'E r4AJt 0 REVISIONS BY 4-I 7 -Y Z UO m 05 I U) x wlow 0 Cn r w z w C a °ow Ul 00� r U z �,/ _W W Q Z U wW0-I a ti ..st.MJMm mmtM: W I— cc az.Q� �U. � CV ,wCtw L0 it E M C7 , :D W W LL 4( ?�~Co zaCD =or~n ow ell p1 T � � e 'f � C ^1 } y i y ' DATE SCALE DRAWN �EC7 JOB lbit9 -'�7 SHEET 2� OF b e STOCKDRAFTING FORM NO. 101 84 I 1• 090 F6L"T' HOT MOPPED 07 4 -4 I#�0 FFL-'T 71�4'iA6Ctimc> -ra I1 5/S'I i17yf=r-- 1 y.w ems.. _Y...\r.w,,...—.+.✓v�V'.•✓_�. s ct�P--- MVP. f�t,O,�I A Y 14- 2'1" L ' Y j , 1 L,. ---- - 2 f to k10. 6-to JS . ---- K-f SMODT H '�T06Ct7 FIN $ — — ----- OFa Mst/-L, L-e- U/ I PL-Y je?Fi G?P, 0� (140 (-a t-IIANor- �kC1P 'd"X t 2' � ONE 1-T! i; Patel 2- fauy"-p11 i'T, vc), t ER piTTk+t -ID '1")r:z el -I \,;J/ M7-t-fL-17G 1»prD5-- w�T`y Ohl �JRg;�•t�=*�tF'� !✓!-PV16%,I yn 4) IAUO �- MAN OF, pxe�:- ANG14, r�7t�P�P EA -Tvu�����: NULAT 10?4 2' X f LAT H ... ..2 XJ \VD, EP-rUi -�.; 6-A- L'tNC� ti�i-I►d�t�LL "I ON C M1 LA'T 4A C)t4 ?a:: I� Q i °Y ' ON ', aA'U!, `.a UGC Stop i ItkCv ND.l-- 3�LV, VI , r=t A�ar�1NC7 WPW AR001, 0 MTL T R.0 ti Mai ,1 rl4 FLAT CaIR£ tlyJ t� (, f -- c�� i✓ Pam. G1r = ��' -- - -- — Y^�! Al ilhA ra i l i-1 ff REVISION$ 1 x0 ,am 4 m �♦^ V/ LU � Q a ''�^^ � V+ z I. W W IL ®' IL J w W O' G z 0 0 z W W Q z U Ww O J ._ 4 � ~ w cl) U W H U q0 0 (x M Z �. 00 zLL �w` ox C�Io�� �aaN T wow ccwm in M WwLLJ� 4 co � a zF, to } — mew a co a: M 3 M ATE CALE _--- -- )B HEFT SHEETS PLUMBING NOTES FOUNDATION NOTES l: nNDATION AND CONCRETE NOTES �. FOUNDATIONS , R DESIGNED ON THE.A UMPT .. + I. ARE SS IONOF A MINIMUM .SOIL BEARING VALUE OF 25OOP PER u D s S FT.. 1: INaaA_LArtON sNALL NF, zw ACCORDANCE utTTl TEAL AN STATE CODE Q IT. SHALL THE OWNERS R,.SPONSIFICI fY TO ASSURE THAT ACTUAL SOIL. BEARING RE,@nR MENrs.VALUE EQUALS CONDITIONS EXCEES, THIS MINIMUM AND IF. IT 1S LCSS, TO MAKE SUCH PROM SIONS:.AS THE :, ;,. ?' • • _ ACTUAL. CONDI710N4:hIAY REQOIRE. ALL WORK SHALL BE DONE 1N ACCORDANCEW T A P • PI f WITH ALL EkT I,IE ALL, MATERIALS N •F.nVEu BY AVFAOVRIAi¢ CODES- ., FOCAL.; STATE AHOF D BUILDING R'GU N ,'. .• :: ;. '..- . " . t. R s sHAN:C BE NEW n,n API D E ERAL B c LAIiO 5 h 2, CONTRACTOR SHAL,I VERIFY ALLDIMENSIONS BEFORE FABRICATION. 1. PLUMBIN,. CONTRACTOR TO PROVIDE ALL RF.OVIREP ILUMB.IVE PERMITS. � WELDED WIRE FABRIC IN SLABS SHALL CONFORM .0 ASTM A 385 73, AND HAVE SLAB FESTERS -. 1 .: C • ;'''^• SPACED AT 0 -0" 0,6.- " 4 ' n. E 1R taw h`iD FNsxAe.3. WATER n SANITARY TO BUILDING I ACCORD ,. ;;. COLUMNS, BEARS. AND WALLS OR ANY STRUCTURAL MEMBER ' PENETRATING - !.@ A , AND ANY X THE N A ....,. L €R Pf STRATI G 5LA8S ON PILL nn.,LL WITII LOCAL GOVERNING CODES. A1.L DOMESTIC, WATER PIPING S AI.L BE : :BE ISOLATED BYPREMOOLDED JOINT FILLER (I/24-THICK) COMPLYING WITH ASTM 3-1752, TYPE '.. ' •;' COPPER: ALL. SANITARY PIPING !HALL RE ]INHERES C;I. OR PVC. As CODE ,. •,: 5. SLABS SHALL BE: PLACED IN A °CHECK€RBOARD SEQUENCE"', EACH SEGMENT Of WHICH SHALL NOT - PERMITS. I" EXCEED A,MAX114UMAREA Of b25..SQUARE FEET., OR 30 LINEAR FEET IN ANY: ONE DIRECTION 5. THE PLUMBING CONTRACTOR SHALI„ GUARANTEE ALI, MATERIALS AND WORNMANSHIF DESIGN pATA' 1 ' FOR ORE. (1) YEAR AFTER THE DATE OF FINAL WORK AGCItTANCR, 1. CONCRETE SMALL 6E A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94.788 TO ACHifVE A 23 DA° 6. EXTEND SERVICE TO WATER METER AND PROVIDE SHUT DIE VALVE IN VALVE I. $INSULIN A5 ' `'S BEAMS, COLUMNS AIM FOOTINGS .,,. 3000 PSI Box OUTSIDE BUILDING. veto E•Y IN FIELD. ! SLABS ON GRADE .......... .............. . 2500 PSI - 7. PROVIDE AHD INSTALL PLUMBING FIxTURIt6' AN APPROVIED tY OW'lId11. .1. ALL CONCRETE 1409K SWILL CONFORM TO ACT 301-72(7S) AND ACI 518-77:.. 2, ALL CONCRETE WORK SHALL BE. DONE 1N ACCORDANCE WITH "SPECIFICATIONS FOR $TRUC7'JRAL . s: ALL EXCAVATION F IS CONTRACT. MIXTURES L As REQUIRED FOR THIS PHASE DP c@NsTRuca3YN CONCRETE FOR BUILDINGS" UNLESSNOTED OTHERWISE. 3,. NO.AOSHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE .ENGINEER. SHALL ee. PART OF rntG,ONTRACT.: '.'4. CONCRETE MASONRY. 28-OAY' COMPRESSIVE STRENGTH OF INDIVIDUAL UNITS (NET AREA) 1000 Pii..' .MASONRY. UNITS SHALL CONFORM' TO ASTM C90 - 75.. 9. DO NOT SCALE PER THE EXACT FTxrueEE,: PIPING, EQUIPMENT. ETC: �T GROUT FOR MASONRY CELLS 28--OA4 COMPRESSIVE $TRENOTH3OOQ'PSI. .I, 1.6. DESIGN LIVE LOADSi ! "7-! �"b c-y % I -,I , 67 _ l (p ^ I ✓�. -. r!'i -: fp'- ..J I 10. ALL YORE SNAIL, BE COORDINATED. WITH OTHER. TRADES 1TO AVOID INTERFEMMOF. , - ____. _.___ e ___-_.:_ _. _. ..... _-___._—_. --_ ....-__.. .._. - _. ... __.. i ^ - WITH THE PROGRESS CMSTRUCTTON. ; FLOOR, 40. PSf : -* `. ,. --. - - _.._ ___. _. _.Ar " ,... ROOF '30. PSF ` rY -i I I + 11, PATER PIPING TO RETYPE "M' COPPER WITH WROUGHT SOLDER FITTINGS. SOIL FEARING PRESSURE MO PSF. (VERIFY) � I��'��� 12. FURNISH AND INSTALL APPROVED AIR CHAMBERS DR SHOCK ABSORBERS Al EACH PLUMBING. FIXTURE. GROUP.- � 17. MINERS DISSIMILAR METALS ARE TO 11Q JOINED. APPROVED INSULATING UNION SIEAtiL BE USED. .. .„ •' 7 j , -_'--� _ ._._ __ _.-' 34. FURNISH AND INSTALL CONDENSATE DRAIN PIPING TO A POINT WITHIN 5 TT. `. tri��Yh� t -. __. - - - - - OF A/C UNIT AND ONE TO AN APPROVED DISCHARGE 'POINT. 15. CORRECTION OF ANY' DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHANCE. AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE, OF TIED - ' INSTALLATION WHICH MAY HAVE BEEN ❑:ANAC,R THEREBY. , I j-,, •_ I GLL'b�G, ��`�. l _.. , _ J I - - I 1 i ) i. I ANIT I I � I I ti� I - 4IriE?l`�F /-t/NI;' SIa oL i I : I I -- I + I k +1 !I , I T - ' � 7 1 l ,� . I — I I.-t•W. M. �/ � r9!L VISY�U�:'.,i �/��vi� I I � T (p 11 �jlA o-p L+ p 11 r a ! _ i r ,I ' j I I ; I i , I I 7• —� , I I I REVISIONS BY 1R Z xp 00) a m ca d x i�/ a W a Q LL ii) z W Z w maa J p0 W 0 O F- Z .J 4 p z Z w W Z O U W -� a U LL1. Ir pLI)a BaoM 3: Z U. d m 6 U Y- 'daN ,wpw LA M �02 1 W W IL < c0 LLJ X MOWY1 3 cq %. DATE SCALE p� µ DRAWN JOB SHEET OF SHEETS i W H a F Z J 8 az • a 0 0 ROOF CONST. TYPE GEMEI�T (� TI L� oN 2NQ FLOOR CONST. TYPE PL" WP. nOeiFL O!:)Pt ©t4 14" te—p FLAT WP. 'TRu56EG Psi L1LYf14"OR . eQoj\! 6JE.I;.:4'iwnv1 0wzl ..e,. c.nb.4=kk,-'G -, ROOF CONST. TYPEI _l ,..,__"�.. 'yam �'-^.'" �� �.4j'�r�'�''� .1�'���'%��''. -:,? .� %J..� Wv -- ....�- f• � eLo-;, 1410 FF-(� t-OT ► Cramp To f' o� U X' \ i �� ! #?o F�-T T(N-TA6Geb To ! �' T $M I (� . V \ `�8" EST -rypm FL-,(WD 5FfT'6. _ .... I 4 rF- i I Gclo f I JP li ' 9 � I i �Rl7t t FM• � ��: f r_^ 1 (f1k } / Gk 3 � 1 )BUILDING CROSS SECTION .ev.�.n.w.w.,+.++*..m..�nm-em-.,�...,�,,,.+•....W.»nn .-„ '... _ ..a.,.n..,,.......xa.+...�.,m i REVISIONS BY as N Va o w m � a K W t L rQ LL h w 2 w C 4 O W U, O 0 0 �. Z 0 z Z av W z W Q U W ® J �N (A U W t-- U �W Q cr Q •� A Q = O M :c ((3 J =W`LL. Ir C, r m'"a<N ,waw try n m 'a O0 ch Z,~ O 1 Q± WWLL >Fz° c(0 WVow W) M. 0 — DATE SCALE DRAWN ix4! — Fi7ca� SHEET Y OF e?i SHEETS n <f u 8 i" _ Vic, -- 0 u f z y � g 0 f MVMAFTIHO FORM Iq 101-M LEGEND OI DISCONNECT SWITCH WP� WEATHERPROOF DUPLEX RECEPTACLE GF1=: GROUND FAULT INTERRUPTED ® 220 V. (SPECIAL PURPOSE CONNECTION)' ® SMOKE DETECTOR PHONE - 40 ELECTRIC PANEL N FAN EQUIPMENT PLUG 'H1' SINGLE POLE SWITCH DUPLEX RECEPTACLE - H/}m THREE WAY SWITCH Q ,BELL CLG. MT, FIXTURE Cn CHIME I" WALL MT. FIXTURE - C_= 7 FLORESCENT LIGHT FIXTURE ® JUNCTION BOX O HIGH HAT FIXTURES Q T.V. CEILING FAR O THERMOSTAT RECEPTACLE - ONE POLE SWITCHED REVISIONS BY le V% . z VO Ln a m I W Z . . Q �. 440 z W W X QO. J 00 W W 0 Q J < 0 H U = W W ® Z U Vl H W H ao 0 qt !9 Q Z M 00 J =W.ZLL a �a2_.- mi°aa N Z.FP 0 W W IL-i 00 �!'a z o F-• W a CA a: V 3 r, DATE SCALE Aj1 I p� DRAWN E?i ` JOB g70�j SHEET �p OF > u SHEETS ELECTRIC NOTES 1, 111STALLATION SHALL BE IN ACCORDANCE WITH N.E.C., ALL LOCAL AND STATE CODE REQUIREMENTS. 2. ALL MATERIALS SHALL BE UL APPROVED. 3. ELECTRICAL CONTRACTOR SMALL PROVIDE ALL ELECTRICAL PERMITS. 4. -ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FOR USE OF ALL TRAQES AS REQUIRED FOR CONSTRUCTION. 5.Y ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS. EXACT LOCATION AND TYPE OF OUTLET FOR ALL ELECTRICAL FIXTURE, APPLIANCES AND EQUIPMENT. 6. ALL CONDUCTORS SHALL BE COPPER "THE MINIMUM SIZE SHALL BE f14 TW. CONDUCTORS #6 AND LARGER SHALL BE TRW. 7. ELECTRICAL CONTRACTOR TO COORDINATE TELEPHONE SERVICE. 8. ELECTRICAL CONTRACTOR TO RUN CONTROL WIRES FOR HVAC SYSTEM. 9. PROVIDE A TYPEWRITTEN DIRECTORY FOR PANEL. 10. ELECTRICAL CONTRACTOR SHALL ASSURE THAT ALL FEATURES OF SERVICE COMPLY WITH POWER COMPANY REQUIREMENTS. ALL EQUIPMENT NOT FURNISHED AND OR INSTALLED BY THE POWER COMPANY IS TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 11. FLUSH PANELS SHALL NOT PROTRUDE. THE DEPTH OF THE WALL SMALL BE CHECKED PRIOR TO ORDERING. 12. ALL CONDUIT SHALL BE GALVANIZED RIGID EXCEPT AS FOLLOWS: a. EMT MAY BE USED INDOORS, OUT OF SOIL AND'WHERE NOT SUBJECT TO PHYSICAL ABUSE. RONEX MAY BE USED WHERE ALLOWED. b. FLEXIBLE CONDUIT SHALL BE USED FOR EQUIPMENT CONNECTIONS NOT TO EXCEED 6 FEET. C. PVC MAY BE USED OUTDOORS AS ALLOWED BY CODE''. 13. PROVIDE ALL SWITCHES FOR HVAC EQUIPMENT. 14. ALL EQUIPMENT TO BE PROTECTED IN ACCORDANCE WITH NEC 230-98. PANEL SCHEDULE 1J<I f'111-rl • USE $VA TRIP WIRE do CONDUIT � LIGHTING 9.0 15A 2 #12 IN 1/2" RECEPTACLES G.F.T. 20A 2 #12 IN 1/2" WASHER 1.5 20A 2 #12 IN 1/2" DISPOSAL 0.8 20A 2 #12 IN 1/21' REFRIGERATOR 0.8 20A 2 #12 IN 1/2" SMALL APPL.- 3.0 20A 2 #12 IN 1/2" RANGE 8.5 50A-2P 3 # 6 IN 1" ( { WATER HEATER 4..5 3OA-2P 3 #10IN 1/2'° DRYER 5.2 30A-2P 3 #10 IN 1/2" c' POOL EQUIP. 1 HP 1.0 204 2 #1.2 IN 1/2" E j POOL LIGHTS 1.0 20A 2 #12 IN 1/2" ( SECURITY 1.0 20A 2 #12 IN 1/2" !! IRRIGATION 1/2 HP 1.3 20A 3 #10 IN 1/2" A/C #1 2.5 30A-2P 3 #10 IN 1/2" ( ! AHU & HEAT #1 5.0 40A-2P 3' *10 IN 1/2" f II A/C #2 3.0 30A-2P 3 #10 IN 1/2" AHU & HEAT #2 7.5 50A-2P 3 # 8 IN 3/4" [ SPARE 20A 2 #12 IN 1/2" C SPARE 20A 2 #12 IN 1/2" C FIRST 10 KW @ 100% - 10 KW BALANCE B 40% (27.6) 11.04 KW A/C HEAT W 65% (12.5). 8.125 KW TOTAL DEMAND 29.165 KW 27965 ; 240 s 121.52 AMPS SPARES AS REQUIRED LOAD TO BE VERIFIED WITH EQUIPMENT USED ELECTRIC RISER DIAGRAM_ O -- -04 GU. tzco h/v' t2 Ij ,�ilgotJup � G. W.P � i �IJt� 2 1/2 ° GoL112011 �12ca/2fv 5'-O� Fli?M e-Av'. �C>fe- v. 1 0 ?) I �LEL'f'FIG hiilS/iG•� i a w 0 W i . w G z z. F w a d 0 8 rc o z Y tt 0 STOCKDRAFTING FORM NO. 101-M 41 1 I YetrRE91p 1 ( � tg&ibbA , _.. � '�'� ?tK IOr N0, 5ctt�o r CARRIA6R 00� G d YA -4 a i .c " a o Nc-K�R P)_. Ear OPT OFTf0NAL. 2°x1'1� vVD PM--, N4Ts AU �vcn IN coNTAGT �YITy ;ONGR, or 014.U1 TO P� R T. STAIR DETAILS D_O.OR SCHEDULE TYPE FINISH - MARK SIZE _ � REMARKS I 1 o-otlKl� a�, wF,.l-;.1•�r - t�I�L. �1+41"t'tr c:I•+. C�,�I�,a�";fir ta�v�� �mvq= n $4, (�� 2'-4A„ G•'-o',. 13/�° H.G. __-_._._�__._.. H !° 3'-0"� �' 8"x 11%" ` - 14. ---- _ ---- -- ii - 2K ox '�" -- H,G. 12 . 'Ir 6 , 7 i . PIREMATED- GP. lvo �2pK 10' _3-ro-rA`V� WMGECA L (40n5 61ZWER). �2, STAIR DETAIL 1 =r�Y�tci�v 'WINDOW SCHEDULE MARK REFERENCE # SIZE FINISH TYPE REMARKS �i l� f�T �:Gj ✓i�4 tea"�i'_,: (o,�u Fs�' � i �£ l''� I + �v`^i,X`- �IWr t�i nEC ------ -Io�l- - -- 23 hlt 37 4 l 4'-%N4 fit^G° wPN 1, IV:T �ItFklu�sJr .JPW i 3dG�}. 53/�,c5c �I�l�;:«. 1�1w1c klfMsJi�'�ryr„w•�._...._._,.. J, 4 t.I-x w Pi lvg Ape,-'e , t�m 1. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM NET CLEAR OPENING OF FIVE AND SEVEN -TENTHS (5.1) SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT .DIMENSION SHALL BE TWENTY-FOUR (24) INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE TWENTY (20) INCHES. REVISIONS BY �l z 0 4 m oB 'E W 0: H •a 0 W W 2 Q n, Wo w z d 0 0 F. fU � W Z V fA J W® U LLJ U <® CC Ov aZ°`� W z ILZ = Q cc O 2 t- ii1 'B Q Q CV ui p W L[) Ic EE 10 M Z.H O m 1 U IL Cn W w a pp (a W = M- U 0 v) I-"Q0w c U) M DATE 5 _5 4> 7 DRAWN JOB ,70�5 SHEET 7 B' OF SHEEtS U i {'r"? {[ LEI v -1 AHU SUPPORT DTLl Na �AI.�E El F] 0 I n I r I'.\ 25G�r1 A OVEL.'V l L? I O 00 01 12 �5 Q- 12>t�a GF2 225GFM EA. .-a fo�� G!z- I��GF�1 r< , e AC EQUIPMENT HVAC NOTES � Iy. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS. TOUL.S ANU EQUIPMENT TO INSTALL A COMPLETE AND OPERATING A/C S1'SI'EM. a l 2. HVAC CONTRACTOR TO PROVIDE ALI, REQUIRED HVAC PERMITS. ,I. 3. THE, CONTRACTOR SMALL PROVIDH EQUIPMENT OP THE CAPACII'IES -'SCHKDULED ON THE PLAN. A/C - "TRANS"eTr> 730,Q C:c:)N, >. UNIT E5\'`✓I1 4. INSTALLATION SHALL BE 'IN ACCORDANCE WITH LOCAI. CODES. 030 F AI-ttJ 2Ci 000 g'{"UH 1000 C �^'I ` 0 E E!� ^� _ ^) / 5- 6 <W t-1 C/'lTE fl , A. ALL A/C DIIC'IWOHK SHALL HE FAERICATED FROM <JOHNS- MANVILLE J-M M1CR0-AIRY SD/MF FIBERGLASS DUCT BOARD OR APPROVED M AL AND " .INSTALLED PAR MANUFACTURER AND SMACNA RECOMMENDATIONS. c EALL AIR DEVICES BMI CONSTRUCTION, If �� MFG. Co, OREQUAL. EACH DIFFUSERAND REGISTER 13E , i,`.IQ / 71 7V ^ C F�� I law/+ G� f11 `i /V' T1I ! (r PROVIDEDWITH OPPOSED BLADE DAMPERS. 7. ALL EXHAUST DUCTWORK SHALL BE SHEET METAL, A. THE CONTRACTOR SHALL TEST AND BALANCE TO THE AIR QUANTITIES ON THE PLAN. 9. THE A/C CONTRACTOR SHALL PROVIDE ALL CONTACTORS, RELAYS AND THERMOSTATS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES. 10. CONTROL WIRING TO BE PROVIDED BY ELECTRICAL CONTRACTOR. _ 11. THE CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL - GUARANTEE. ALL WORKMANSHIP AND MATERIALS FOR ONE I11 YEAH ' FROM THE DATE OF .FINAL WORK ACCEPTANCE. ANY BREAKDOWN OCCURRING IN THE FIRST YEAR SHALL BE REPAIRED AT NO E%FENSE .y TO THE OWNER, THE COMPRESSORS SHALL HAVE A FIVE (S) YEAR GUARANTEE. .12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. ' z i ;u ryA ML-71 BY .z =O <y m� x W �a • a w W Z W d �. o0W > O. W In � J 0 w 2 G Z C� W r toJ Q cn v W III- <o owr Q ;O . J DW49U. w C3 r co to N - "7QIXm to Z1. Oa 1 V J U.a WJJ I- l = to Q.0.W O DATE SCALE I/4 _� U.,I.o P DRAWN P JOB SHEET OF P$MEE7B V W h l i N ` i Y W Y J U 0 8 i a t G SYMBOL LEGEND GENERAL NOTES 1. ALL WORK SHALT. BE IN ACCORDANCE WITH 3• ALL WWD IN Cof� ITACT I 111E STANDARD BUILDING CODE, 1985 WITH h1ASCXJRy, CONCRETE OR 31ZEL HEET N O . EDITION, LOCAL AMINDtIM'S AND NFPA SHALL BE PRESSURE TREATED. �B U I L D I N G SECTION NTERIOR ELEVATION NO. 101. NOTHING CONrAINED IN THIS SPECIFICATION OR SHOWN ON PLANS SHALL, 4 • GENERAL CONIW7TOR SHALL REPORT ALL, HEET No. CONC. BLOCK ALL BE SO CONSTRUED AS TO CONFLICT WITH IRREGULARITIES AND DISCREPANCIES TO W ANY LOCAL, MUNICIPAL OR STATE LAW OR AR0iITECr BEFORE PROCEEDING WITH WORK. ALL S E C T I O.N NO. REGULATION. ALL SUCH LAWS OR RFJGU- 4 LATIONS ARE HEREBY MADE PART OF THIS 5• CWIRAC" S114L GUARANTEE ALL WORK H E E T No. INSULATED WALL SPECIFICATION. THE REQUIREMENTS OF "OR ONE (1) YEAR AFTER DATE Of THIS SECIFICATION AND THE PLANS ARE ACCEPTANCE BY OWNER. � -DETAIL NO, THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIRED TO MEET 6• ALL. WINDOW AND DOOR OPENING DIMENSIONS �t HEET No. r ' BEARING WALL BUILDING AND FIRE DEPARTMENT REQUIRE- SHALL BE VERIFIED WITH WINDOWS AND MWrS AS APPROVED BY THE OWNER. DOORS SUPPLIED. ► 000R TYPE \_ J PARTITION WALL 2. ALL WORK SHALL BE ALIGNED AND 7. ALL INTERIOR FINISHES SHALL BE RATED AC' POSITIONED IN ACCORD NCE WITH PLAN CLASS OR BEI-TER. DIMENSIONS WITH ALL SCALE DIMENSIONS �- WINDOW TYPE BEING VERIFIED PRIOR TO USE. d. ALL. WALLS AND DOORS SHALL RECEIVE ONE c HEIGHT ELEVATION (1) PLUME COAT AND Two (2) FINISH rQATS OF PAINT. n -- _ - I o'•I � GI 5i1 �1 III � , ' _d o� , i_ I � � - - i t AREA CALCULATION 6F_6l fJIL F04 L�v'II(f. fti�1 (ir fir'✓c .5 P-. +4 i � I i I �- ATIOIj BEORM. #2 � I I I I 7 h t �\ - I KITCHEN GREAT RM o y i I I a II Iit c•I-71i II• Is,' SHEET INDEX r'•I f't"aC�� F•'LAu;'/'-L �>~r-it:> 'INrE��'uo•('�,-y: _ __. • C' I r�'' r PF=,.*.•q,.l`, I`Lr1{-1,�1✓,A!�L '�,��(I:1-.1:1 ,� �.r�.� _ __ _.. e'•a � �. �;.�.TI:>�-I .� PI.�I t�;�.L �.,-N; ��,,,I�:� L=1�,��•/N�r�; f'l a"} �F11riIH> L� AI l AI`...._ .----..- ----Y� i � _ �' `�E[alol--L,,'��:ou� FL C�'1 ALE--tf I..: �,^T� ;• I:. t�t r:�-�.N�;...r hl`��I�-�t71loF'• � t,�IF-Lvov,/ ':�.�J�v.-�1;-� e, & H' 5- .r 4B -- _...._ MASTER BEDRM ;`:��•---_— HALL 3 - e - I -BE D ,i# t�l #3 . j DINING RM_� HALL X%l •ill ly. II \ i '-.I I .--�.._._.�.- I I 1- 'r'1'.. \>' -"A-- .j-I _•J'� I a:a, I I� -f �� a i 'f- _--•- C, Pi �. l' u jI _ II r IR r-- I'I. I•' .1 } Y ,. \ .,�.,,_ x =��r'T Ij-a llil'.' r,rl 1.1. INA?� T fr. FOYER jl I, J i L — I 1.wrt F �r �i �I I' ,..T PERABSB; THERE OipLRE4�EN7S OF b' j u dTIONTCBTHErE 9 _ T -0. APP ul ` 1 . c Ar'-1 cl hI�;Y BE s'tLlIDITLONA" 6f I. � r✓L�r1 1a e�� ,N�.T' I "\�Te� L 5 i, I ._ _ a. T LVlAY g A E T) 7hLS P,30PERiY TH.a " RL C FOUNEJ e E i j ?} v II I 1 r'•' r n THi; COLNTY N PU IJC RECORI)S �~ I l: t I L�F— t- a NT u GARAGE DENS _`1 ij '. f� ii f -I - 7 t �y'� r ',� • I - / .p d• I µ �.� I I Ir I, �y I I. ,.-._ __ I I ,.t :.17�JF _ I j I I pre, TI CE \ C 1 \ tJ I C,CL i _�F APPROVAL I o I vNOT TO 8E 3�BEFORE FANAL TYPE Ix - 1. I _ y.'i l,:-G rJ.� .II __N L .-i l'\ tC` _ - - _. .__` -- , I h-•i I - 2 1 I ei Ll/�t,l. 0l1 -- `A � I !. i � "� ! °a \ 11 � � ' I WtLLhs lill9 \\ ll 5� I j y1l�r k �'' `wi•I:JI yL i bo N i rr"Ir OrrFN ONTY BUILDING DIVISION v l I I I .1 REVIEWED • _ --- - - 1 FOR COMPLIANCE p�110� q I [VIEWED BY ATE 7 ` - <I — y I I PLANS A D PERMIT _ - _ t L,n! c-F PF KEPT ON NC - --- - - - - - - �I� n ,II I II �L�II � II II I ' I IYY I I I I �I ' ,•�I -- f a ✓ % `✓ .✓ it \" Ir .,v7 "' rl_011 �I �y i 71 III I. .a __fir. _ ...._ _ 5 L2'1 MODEL ' B, I - - GROUND FLOOR PLAN SECONDFLOORPLAN SlU�XORAFTIW1'OgM 1,0. 10 W. REVISIONS By I I z U ' a Gi VolA4 x L _ " a a[,ai�ws�;; a I O a*, w ., .w i CLr LI r o v I t uNi -j r i I �i w .I in I U W U ao Li O ai < J =)W< C, 7 x cc T. m <04 w a W,ln MR:IcrF=m CM 1.- O 1 -, W w U. o.•(0 t Z U0 N ` JIM (n a. r Br M I ! n f t+" , h f: DATE SCALE I r IlA DRAWN JOB SHEET TY p OF SHEETS M REVISIONS I , LEFT SIDE ELEVATION _ RIGHT SIDE ELEVATION REAR ELEVATION ROOF CONST. TYPE GEMEh{T R[bF TI L-� C-H I 490 FELT Horn N%orpmp TO l #3o FF.1-T-rIN-TA6GED To Y0° �r TYPIa PLYWR 544TE6. r I a jr it .^ , �4' N / ,r MO aE L_ B_ _ ,FRONT ELEVATION er4 ,11,40 F PL ®1 2 U d m d x d w � Q 2 If� O LL /'► V� h x LLI w a Q p O J W 0 O W o 0 V J r s z m O W a U w 0 _x h a 4 WWI i< U o o) d a O a Q z= r� UO J =Wzu d CCO2x m Lwow �7Ir¢m L0 M FOB U I U LLJ w. Z h CD = O cA • j-�Ow (iJ d V t Q c ) GATE �..._. SCALE JOBT SHEET OF St1E[TS OCKORAr TIN4 FORM NO 101 54 REVISIONS I , P I II I I I I I II MODEL B I' �Y ROOF FRAMING PLAN 1 I ; W F—t-4 C fZOOr T! -G oN I W-30 FF--T Hot MOPPeo oN FFL-'r -rL) I i I M- P TA - I -AT ►-+ • �=-li II���JL. 0 I, I AN ,li, JTT,.�f • J' GA � .� 11.; ` .-_.. I T;JS: •1 r � 1 7 �' SMOOTH : r06�,) Flta 1 Or-: t'IE?ply Ll''tt or- °,�r;l I y)" C7ti'P - -- — 11 14N Pr�P FLAT ��r�. 1F.Jc� -% — 24lll � H 2- nr 'Yuy/� I F'T WC. >rQ-iER ,ATrft,* 'L,� TIE E>-1 w 'lri�0 AO MiL %.I!�-/ - F A aID� _ r =T `FFU-�ht FJFT', 1-'7 f-:r / f r41i117L, GR1P Ihi=,Ji.AT IJpJ—� '_ A � � � 1'IX�I � i�ux�� JG• F:i-..Gli'. I � j r--,:t)Rx� zrF1T Or1 iy TL I LAT I 21ia'a YG.�fJt�� teA- ' I . K-j; N:JIF,T,Or1 MrA, "ATH bt�l F/b" �LrvrD �I 1 T'6. F;-f eR- °X l71j JOOD I !{ C,ONT yALV, 4-T0I= (lp L.EGci7FZR- \ - a C•OUNTEitFL iIF17 nX�l J/D.�'„�. z :SAW, r/ITL, FHINCv _ _ Iq 1hF:-F'AR.GJtUi)mTL ........ _ JITL,Ll CLlP F-A TRUE T r,J F O•G Fes= MftNJF -JI v IFk�IJI,� t1< t I FLAB• �-SIN i-F it l):1�-1 � -+n I � �4•q ;�tjL, -".:1 1 Lf:(l .t{JN.c�E�- • t'�'CoN :. �EAM /� w . I T CON+ \y1 4. W5 coN-T �✓-Atn �; rive c�L-UM Cal.. :JINDOw- E:Ec-- ' I lip 1 I I L9 K A f-'$LV- SM- � I j aC , F'• tr\/,4 T;oN I I 1 „•: CON r. 1 I c+ 1FlL1v,_ 1 TYPICAL WALL SECTION 3B Y l+ \ 1:7 11-(- '•{� � -. � � ., ill 1 � �j 2 TYPICAL WALL SECTION H 0v i> a Z O M a J z ILL � ui q: r wow Lr) Z •I=— O U -j 1 C) WwLLaw ~ Z co N �Votn F-- x o w N o (!) a CV 3 DATE— SCALE DRAWN Si SHEET �— 01 S11F.F rB S 1 CF YI(r.. I Iry1i IV.. MO 1.154 REVISIONS 1 SV PLUMBING NOTES FOUNDATION NOTES . ' f,^NOA110N ACO CONCRETE NOTES 1, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MINIMUM SOIL BEARING VALUE Of 25000 PER ,. Insru.LAnnN suua, ec ;x eccoe uAacc: 'WIn, WCAL AND Si ATL CODE - I SQ. FT, IT SHALL BE THE OWNERS'RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING .VALUE EQUALS ON EXCEES THIS MINING AGO IF IT IS LESS, TO MAKE SUCH PROVISIONS AS THE xLQuuGNFN7E. • ACTUAL CONDITIONS MAY ACQUIRE. ALL WORK StALL OE DONC IN ACGOROANGE MIT" ALL PERTINR,1 I. ApA. NA]'LttAL$ SHALL Ill NEW AND Ar"lly D by APPtOPKiATE µIDES. I LOCAL, STATE AND FEDERAL BUILDING REGULATIONS. 2. CONTRACTOR SMALL VERIFY ALL DIMENSIONS BEFORE FABRICATION. T. PwMIItN6 QDNn,YCTYw+ iG P1Uv tog ALL RWmRED eLutm txC PEPJIi Te. S. WELDED WIRE FABRIC IRA SLABS SMALL CONFORM TO A51M A-1B5.7R, AND HAVE SLAB BOLSTERS SPACED AT 3'-0' O.C. A. FOAM>r AND INSTALL WATER ANU SANITARY TO THE BUILDINC IN ACCOPO 1 4. COLUMNS, BEAKS MID WALLS OR MY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SMALL WlTi, LIA:AL COYERNING GORES. al. DOM951IC WATEN PirlK6 SHALL BE BE ISOLATED BY FREl"LOED JOINT FILLER (1/2• THICKI COMPLYING WITH A518 8-175Z, TYPE I CwVrEV ALL SARITAEY PIPING SHALL BE H10914S5 CA. WA PVC AS CODE - 5, SLABS SMALL BE PLACED IN A 'CHECKERBOARD SEQUENCE . EACH SEGMENT OF WHICH SMALL NOT I EXCEED A MAXIMUM AREA Of 626 SQUARE FEET, OR 50 41NEAR FEET 1N ANY ONE DIRECTION, rEtMITs, 5. TIRE PLUMBTNG COMTSM:TCK 5HALL GUAAANTEL ALL HATFRIALS AND WUIKMANSHLP DESVm DATA I FOR ONE. it) YEµ AFT91 THE DATE O7 YiNA1, NOIRE ACCKPTANCS. I. CONCRETE SHALL BE A NIA DESIGNED IN ACCORDANCE WITH ASTM C-94-784 TO ACHIEVE A 2H•DA, I AS FOLLOWS: G. Ex IEWD SERVICE TO WATER HITEA AND PXUVIDE MUT Cry VALVK IN VALVE .STRENGTH BEAMS, COLUIWS MIT FOOTINGS ............. 5000 PSI BOA OD'.SIDE BUILDING, vER1yY IN PtALD. SLABS ON GRAD[ .......................... 2500 PSI I ALL CONCRETE WORK SMALL CONFORM TO ACT ROANCAFRO 318-71. 1. PKUVIDE AND INSTALL PLIINBI NG YinvElis As APPRQVED B1 OW0141) ECI ! $. ALL CONCRETE MARK SMALL BE GONE IN ACCORDANCE WITH 'SPECIFICATIONS FOR STRUCTURAL WITH -ALL CONCRETE FOR BUILDINGS' UNLESS NOTED OTHERWISE. E. EXCAVATION AND BAGKFILI, AS SEQUINED PON THIS PHASE OF cOMSTEUCxIa R. NO ADMIXTURES SHALL BE 1ENNNNITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. SMALL BE PAST or THIS coNTEIW:r. - i 4. CONCRETE MASONRY 28-DAY COMPRESSIVE STRENGTH OF INDIVIDUAL UNITS (NET AREA) 1000 PSI. MASONRY UNITS $MULL CONFORM TO ASIA C90 - 75. 9. K NUT }CALF VON THE EXACT FtXTUHES, PIYINC, KQUIMNT. ETC, GROUT FOR MASONRY CELLS 24-DAY COMPRESSIVE STRENGTH 3000 PSI, � 4. DESIGN LIVE LOADS; 10. N.L WWI: 51fALL WE COOEDINATED WITH OlOi Ll TIUDX3 TO AVOID IPSESYEREHCE FLOORS 40 PSF W1TN THE PEIRIt"s CONSixUCTI(NM. ROOF 30 PSF SOIL BEARING PRESSURE 2500 PSF (VERIFY) 11 WAIL1 PIPING TO BE IT? E -H" COPPER WITH WEWGHT SOLVES FITTINGS, IP. VUENISN AND INSTALL AP YRU Atli CNAHB942 06 SHOCK AB:UK6EN$ AT EACH PLUKPIH4 FIXIUEI CEOUP. 11. WHERE 'ul S51KILAX METALS AEE TO OK JOINED, APPROVKD 3NSGLATING O1M SMALL BE USEG. x 'r F 14, FVSNISN AND INSTALS CUNDENSASE VtAIN PIPING TO A POINT WITBIN 5 P"r- 01 b) 01 A/C UNIT AHD ONE TU AN APPNOYSD Ul SCMAEGE POINT. W X AVb 15. CORRECTION OF ANY ULYEGTS SHALL BE CMPLSTED WITHOUT ADDITIONAL CNAMLE AND SMALL INCLUDE RSFLhae..SNT OR NAPAIR UP ANY OTNSE PHASE OF THE INSTALIATTON WI MAY HAVE BEEN UAM L THIUL11 . I 'i Wk'">= 44p M �FiF'es Y #� A� � Lr tM a vs M4'N - y. +rT '46-RsY�'°h.FeywS- � W "ci I� II �!"' i9�/Af 4���IviT"` � r r `v' ^'t •'. - N mi 1 I' 1 � 4 W.M. 7 I AT, 41,a� 4Ny ulTt+lt� At i4 �3 ar 1Atiak r 61 0' vF hl fib, g, kicM r - '1N 1w.M.1'f j�EiV»�4a� °rpF,'EAb C tlIE��.Eyye'��9kpy�. ,Ai h'a:r N ,ate nC •?' ,✓4 u...ei'%' i $ r,"BIT L- ,� 'L' "ti ,Ent ur"4(p''.°'(�i iS"J-Vr e, SyiY2+i`�tC �i. ."'Si:`,'_d ^ },.• - in IT 1 - �i " °i'Ciy7,N'[I+Y «r:' dlW%',�� ,,� d .� ,w•a;.!dT , W O .k W X ` N i 0 V _SANITARY u ETVi DNAFI IhG 1UNM NO, Ip,"E. 41 tv Av� :: R HEMATIC N.I.S. I- IT I 2'IR- 4B I 1 11 It rI r 1 n(10 1 -10 it D 60 9 1 I i I I I I I I �I I 12'-A 12P NJ/ 2 * 4- —T-------- • � ]� - -- - gill,-- - «IdteGE°% r'ot� t44AC- I I kl, l•l. MI 2h'.r / �S.I, Go �i. I�/ D I r6 h'ir�1Jo 1 L1�-T�KF pVMIJ� GtF-4 MIL �1� : xr? CONt VK-,aLj 1 uy f' IF.� OF1 I 5 �Vtlof I "tpt`p FILL, _ I, L �•B�I�E tilk-"Ki_ti�� I �p I i s>lrt7 IJ/ $� i j aw -�i � R , , t. m II " I I I .. ; H. I I ' nA• I 1 , oI I L" /• I T 44 X aZ �':uYW E'd: E, Ar �I rL KL 4rrV: E� > W L. Nr- ram" Lu GO LLdCL Ff-y PIRRIIa': N!- 6 l r2 6,PO J��7y:� f r YA• , r- r n let �1v ia/ (�PJv /gyp ( - - TN' � I ^� �' p ' V15Gtl"VAFe-FeI r'I.O�B 51-2E 51. �n o N - �ipKF�i µ G1 �/ t� I. LoMpt� 12i c 6 • Z — I �"M'�tl;k� �1U. --_ � ,�`-t__ ------ - .I`--------�- w a w in — - * � cc c W 11 I I cF "f I W/ 10 1 zoo n. J co L LL► I I >~xEL w I I I Lu t— I a Mph W O { Ir in A.� �I-tPl ! ISy1'OW ZI'b9 51'aR �1 'iit �I•vEul .+r I � , I h�l- IOr , SCALES , I DRAWNG MODEL -'Bo FOUNDATION / PLUMBING PLAN I A� P .'.'� (gyp' i "C✓u.. , ��',*h/ rt,, SHEET , •, ..,. ....t �, , _' 1 rn u"'> r. S+v'Tne� .V°,t , yl% T"NYJ , "'TC� -.;A 'MCI' �''c8W.: , W.,U' it x ,. E-.•. e_ x .P,'� 'ri , i ... ,_ .. UL- L ,p • .,� i ,. ,r� L1` " {E4 iYW"F`'V � M I I REVISIONS I BY I 3t� 2ND FLOOR CONST. TYPE 3q� PLYvrD• suer=t ro1� oN 1411 PF�F--P FLAT WP. T'R066f:& 0rf ALYI ri' � OR AF PPj. EQ UI \! • 5EE sly w1rs . �R sc6 i _ I I I r' I" i41 I i I � 2 OI a4 rl ro o 411 I L I I i SECOND FLOOR FRAMING PLAN 3 P' F "-a Wal' op, AMR, ul , GjP r%I !o A21 � re To n�A NvF• �� P �. � P utUaaP. -r rr ONI o0r 1 w 4- lit .7 T] �1 0 ROOF CONST. TYPE cEMF=fq-r Fw n T I L 1. 01`4 (4,10 FeLT Fo-r Mo rp o TO I 4�30 FF1-T-rfN-7A6Gv-D To PxT TYPE PLYwR 6 4TE6. 5� .: ' 11 ' .i: I P ANC ' lr=h�'��`{.i•J1r11.. i ram. T :1ooc ,TT - arc _r__f- i —Y N`-5o FIXf;L7 pL'JrJ1 "� �L . F=L� •lAT t,�r.J ROOF CONST. TYPE 1490 FELT Hgr MorPV-LP TO 1430 r-04-T -rIN-TA6GeDTo __�.��.l+ia��'f-_--.__>��.__.--_�+.------_-_.__r: _._.._. .. /_.__.. __ ay'-_'7i7�Ii.�f�+l: �:r�� I, IJ�!' ��.•(l� R1Yi{M i� t 111p I BUILDING CROSS --SECTION `1 -I I, I I_ .I��5. f SLAB ON FILL r --, - ---- t CONST. TYPE �11 U�NGR • 5�A8 v/lo>do l0-10 WW M. OJER C4CXMR5GTB!U> C F t t- t-- .U?(rY16G2.�ILM lIr1DLFt 2 STAIR SECTION 5 B: Lm I It x U < I m cn < I x LU a � I OU. /'► F uj Z W 0 L a W G OM. � w � a x ; W U U <� p v Z O U. W cr, m '° d< r N ,waW n 'c ZE 10 U-) M ZO� i WW�Qvo aI-- cD W~CL UC(n F- o LU h M o DATE SCALE �/N "�✓I-I---- DRAWN J08— SHEET — OF 1?5 , SHEETS r ODEL 'B' LEGEND D DISCONNECT SWITCH W'p WEATHERPRWF "LEI RECEPTACLE GFI=0 GROUND FAULT INTERRUPTED 220 Y. (SPECIAL PUPOSE CONNECTION) ® SMOKE DETECTOR PHONE M._ELECTRIC PANEL kry FAN ' EQUIPMENT PLUG vF SIMUI POLE SWITCH DUPLEX RECEPTACLE V `' THREE WAY SWITCH O REEL (!> CLG. WT. FIXTURE CHINE F(:> WALL HT. FIXTURE C_ = 7 FLORESCENT LIGHT FIXTURE ® JUNCTION BOX O HIGH HAT FIXTURES -< T.Y. CEILING FAN O THERMOSTAT =.4�) RECEPTACLE - ONE POLE SWITCHED N,- - - - - -- - -'- - - -_. 41 `11 1 V i - I I I / R -- - -- 1 I ! D GROUND FLOOR PLAN SECOND FLOOR PLAN ELECTRIC PLAN ELECTRIC PLAN REVISIONS BY I i i i K V t m < cV K Lu u i F�� ' / R '$ BNB z W a < O LE, Q � J �. I- az O 4,1 I o_ Wuj 1- a cc cn U is cr prt M QzpM 0 J =J.2u. :Dw<_ = M + T •W0w Lf) R M Z.�O t U t71 Ei W 0..(o 1�LjJwz CG 0.W d (n<.V)3 M I� GATE �`..� • f,`t SCALE 1-I ---- DRAWN JOB ? 7a SHEET ^B f) , } OF SHE£TS O KDNAMT ROAM i 101 N e ELECTRIC NOTES 1. itISTALLATION SHALL BE IN ACCORDANCE WITH N.E.C., ALL LOCAL AND STATE CODE•KEQUIKEMENTS. 2. ALL MATERIALS SHALL BE UL APPROVED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ELECTRICAL PERMITS. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FOR USE OF ALL TRAIlES AS REQUIRED FOR CONSTRUCTION. S. ]ELECTRICAL CONTRACTOR SHALL VERIFY RSQUIRSMBNTS, EXACT LOCATION AND TYPE OF OUTLET FOR ALL ELECTRICAL FIXTURE. APPLIANCES AND EQUIPMENT. 6. ALL CONDUCTORS SHALL BE COPPER "THE MINIMUM SIZE SHALL BE f 14 TW. CONDUCTORS f6 AND LARGER SHALL Bf: THW. 7. ELECTRICAL CONTRACTOR TO COORDINATE TELEPHONE SERVICE. 6. ELECTRICAL CONTRACTOR TO RUN CONTROL WIRES FOR HVAC SYSTEM. 9. PROVIDE A TYPEWRITTEN DIRECTORY FOR PANEL. 10. ELECTRICAL CONTRACTOR SHALL ASSURE THAT ALL FEATURES OF SERVICE COMPLY WITH POWER COMPANY REQUIREMENTS. ALL EQUIPMENT NOT FURNISHED AND OR INSTALLED BY THE POWER COMPANY IS TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 11. FLUSH PANELS SHALL NOT PROTRUDE. THE DEPTH OF THE WALL SHALL BE CHECKED PRIOR TO ORDERING. 12. ALL CONDUIT SHALL BE GALVANIZED RIGID EXCEPT AS FOLLOWS: a. EMT MAY BE USED INDOORS, OUT OF SOIL AND WHERE NOT SUBJECT TO PHYSICAL ABUSE. RONEX MAY BE USED WHERE ALLOWED. b. FLEXIBLE CONDUIT SHALL BE USED FOR EQUIFMENT CONNECTIONS NOT TO EXCEED 6 FEET. c. PVC MAY BE USED OUTDOORS AS ALLOWED BY CODE. 13. PROVIDE ALL SWITCHES FOR HVAC EQUIPMENT. 14. ALL EQUIPMENT TO BE PROTECTED IN ACCORDANCE WITH NEC 230-98. PANEL SCHEDULE Pia PNP USE KVA TRIP WIRE k CONDUIT LIGHTING 9.0 15A 2 #12 IN 1/2" C RECEPTACLES G.F.I. 20A 2 #12 INII/2" C WASHER 1.5 20A 2 #12 IN 1/2" C DISPOSAL 0.8 20A 2 #12 IN 1/2" C REFRIGERATOR 0.8 20A 2 #12 IN 1/2" C SMALL APPL. 3.0 20A 2 #12 IN 1/2" C RANGE 8.5 50A-2P 3 # 6 IN 1" C WATER HEATER 4.6 3OA-2P 3 #10 IN 1/2" C DRYER 5.2 30A-2P 3 #10 IN 1/2" C POOL EQUIP. I HP 1.0 20A 2 #12 IN 1/2" C POOL LIGHTS 1.0 20A 2 $12 IN 1/2" C SECURITY 1.0 20A 2 #12 IN 1/2" C IRRIGATION 1/2 HP 1.3 20A 3 410 IN 1/2" C A/C *1 2.5 30A-2P 3 #10 IN 1/2" C AHU h HEAT #1 5.0 40A-2P 3 #10 IN 1/2" C A/C #2 3.0 30A-2P 3 #10 IN 1/2" C AHU h HEAT #2 7.5 5OA-2P 3 # 8 IN 3/4" C SPARE 20A 2 #12 IN 1/2" C SPAHE 20A 2 #12 IN 1/2" C FIRST 10 KW Q 100% 10 KW BALANCE B 40% (27.6) 11.04 KW A/C HEAT W 65% (12.5) 8.125 KW TOTAL DEMAND 29.165 KW 27965 1 240 = 121.52 AMPS SPARES AS REQUIRED LOAD TO BE VERIFIED WITH EQUIPMENT USED ELECTRIC RISER DIAGRAM #4 GLJ. to bRoUup 4 G LI P E�teul� 2 I/2' GoE1t��lt (rl.EGtKI� �1�dIC.1; U1� 1 -ryP,rj2 I 1 X 1t7��,`.�� ihi4 A _ � I -/�la r � 9%�F:-i�(D. �>:- 20 X ICA ND, fee F N' C/ RV.G F 6NiG> \ _ OPT OPTIONAL x6l vD. PM-`' PAC V WMf ALL \VGCp IN CO (J NTAGT WITH CONC R, OIL C M. 'TO SE R T. 1 STAIR DETAIL DOOR SCHEDULE MARK SIZE TYPE FINISH REMARKS (-:+fits -:4ri+i+r� tlr R (1 C n b -P'" 1 +" t llm r G.i K L y is l�-Et P J �4. F✓G{ . ti r'-wq+ pre,\vp�pF;051►Jh o�abJ t W1. � btove �'j� '?I�'�✓���It/�', GJ.G. 77M.�.1,!%�� �`I`! 2'-E;. E-I� I3�a�" tr.G• --------- _ (, / i r - �' < �• 3 �'b {� G I P I I'� -- Te H.G Y.i-10L1? E.I' FGLL" a It or 3 WINDOW SCHEDULE MARK REFERENCE t SIZE FINISH TYPE REMARKS If '� �J � i'+ i�iiY , � �/? R �<-X vM I (�: 6j 1 i'aLf'- fnl"� %�% M,:1"�G•'J L el J I G� � '1 n < 'L -n' I+1. , a4a-t J-•IYiLL I.V< !,. HUfc+�t .IDW nla� e ` w I f f �-'!''!, J tee. "im� I ALI EGRESS (m RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM NET CLEAR OPENING OF flVE ANTI �IV040THS (5.I) SQUARE FEET. TH[ MINIMUM NLI CLEAR OPENING HEIGHT DIMENSION SHAIL IA TWENTY-FOUR (24) INCHES. THL MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL HE TWENTY (20) INCHES. REVISIONS BY f 1 U t Q cn 4' low a cc fL O r f"4 U. 4:' a a a 0 .j w J uj Lt.� O x z h O W � A _a I'll r W �. 7 1 I cn } U w H (� 0 a Q z0 m =WZ� a ry. CC O = TT Q Q 04 Waw Lr) III-) c ) �-04 I Z-'1 CA t1.1Wu too CL Z (D N'¢�o�W n U) DATE ,. �:... SCALE �/ J'•Jr.l � I PRAWN `� {Ij .l0 B SHEET B 7 i IOF uF.E1S SRO AURA{TING tURM NO IOId. i .v r REVISIONS BY U +t , A7 (n X LU cc 0 i— Y LL W o J O 667 J WU. _j p. z G w ,.,.� 1 c 6.. z N W ui W H U iv, O �« �" azaM 3: v;l W Q cr. 11 go - 04 W a W [CJ Z. �- O :E J f V V. W W D) 00 ~z W ~ C.)W in +c:.- 3 O `► SCALE .0 DRAWN Pg +i JOB T3%O''.J I SHEET B Of SHEFTS f VMXORATTIN F"MM 101-M