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DRAWING #3953_AS BUILT_201 INTERNATIONAL DR
M.,.m.:a.wr.c•(vYv..s'*••.wars . ' ;: .> ,.. ... .. •.r v._. T.. '' '+�_.✓.a.+.ad.ismrse.v�waa _:.. . ,: �:-_ - ;: � ...,_ .- .. ie {. 1 n r. . , �,.:, ..- a `_ .ui.,u:s..:......— •..:.,:-,.._.,:,....ri..e......�...�c:c.a.,.r:.,...:..lu�:.e...,:.ra_,aa..;s....::a.a S"V' "�,i......�.,a.:r:.L-•-=,.%.i3-a..,..,.,a v J ,. ♦' 1: 1 a.__......r,:..._,..,rw...«.ai;l...ww, W.:.a•m:.:..atic. , --.,.avu..a�.......—si...._..:.uwu..i`�.'.w..•.�..x,.+u.u....+..•"w..,...::.L. 4 I GENERAL NOTES A. NOTES WHEREIN CONTRACTOR IS SPECIFIED ARE INTENDED TO APPLY ( 90 TO ALL CONTRACTORS SUPPLYING LABOR AND MATERIALS FOR THIS `J PROJECT AS THEY APPLY. I) r p. CONTRACTOR SHALL PERFORM ALL WORK DESCRIBED AND BE RESPONSIBLE FOR ITS CORRECTNESS. C. ALL CONTRACTORS, BEFORE UNDERTAKING THEIR WORK UNDER THIS M CONTPACT ARE ASSUMED TO HAVE VISITED THE SITE AND CONSIDERED ALL CONDITIONS WHICH MIGHT AFFECT THEIR WORK. NO CONSIDERATION j WILL BE GIVEN TO ANY CLAIM BASED ON LACK OF KNOWLEDGE OF EXISTING M CONDITIONS. \ ` D. CONTOACTOR SHALL LAYOUT WORK AND LOCATE ALL REFERENCE POINTS AND TAKE SUCH ACTION AS 15 NECESSARY TO PREVENT THEIR DESTRUCTION AND BF RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND MEASUREMENTS OF THE 0 s r Y' ( I, t7 . 1 • \ /`sem - •� . (' : ; �S ��� a� /�,f.� - �.� _ � - � •�. • 1 � f "� `��/�;\' S r r,� �. , `yy� , - i_P`/r/"y1_"+•�y ''' _--•I•� �� .., 1 1 I. I• -t r ' f ��a61^—�lf'�=-�•-•� �-.�� �-«_.yC [��� � /1 ^\ ' •: ' \v .r ti' r I •y . , I - _ mss`^ ['.'C?'_f„-L�w_.� / rte, ` Ef\E f "�y'tilj �1.i�i,�^'1., `I•j •4 � ' '* , �rt.`!�i •, 1 111.I�I �r "IMF('1 1r 1� -G"1 /��_ 7 ,/� � V �/ �y"f`4/t�f `k,.a %•. 5'- '-�1 4`!a� `l4c �+- r l 1 1 1'i ''. - �1;f I 1 r I� _ �• _�—. .I� :.• fil, . Ir. f :n� jj���}!': jT'.11^.1 jl r t( .- � ••rl ,\ �� 'f' r: C� -*V � ' • 't' i� .1 1r1 , I� ice�. rµ��!�+ 1 - r, •�h,r 1 (' - (' .y I�•I.I �r j f.''{ 1. 1: 1 !moi -i„a �'' 1�__— � - r 1'1+ IL '/ - ,J �I„ ..0 •, �J, r''"1. ..,,_J I;: ^: 5 .•i fl��l ��.Ilwr - 1 �. moi'^_ -e••. r, •It,TV. �.A �s.T! a•"��t•�C�? igpA .. •� r k - r ,; ,. '( � , .�- L . 5" �../ 1 n 'rl 1 ,' ' r 'i, �. �.,: E II , ., � �� �, �r<i: icl 'tr•S'a1✓tl��•iJ'ta E'Y f•. r � �., , ... ,,, .. Y � Je LI ,�.•✓- !r liir ': , r � JI' ( ,�I 11. !, 'In1 y t S W -r., ' l f / i ��; ..1 i'I ..� l 1 n 1„•:.1 II � '.. 'ilt. ii., l� i. %• { ,C. , rl i• `- in:'. � I 7� ti _ Ll t -ry... ,-•, ` _ - ^ 'r• - +� -� � S � •� _ rr \ I. ! TTI I ' "l�\ fai U. 12 ..1�."moi. :1:i :., ti1'.'J. J a: Q ca Vi�L � LJil• KTt� }p�(7�� 0 cr : r I ri .n i,•07 A �� , {, 1•h. � ,� '� �-_ - - +rr. Ir I � I It rl� t I / 1 a' - - __'+_•'r. 1 •I:a 'tiw ♦a .�l.'L9�YVSY O Q O! � •! �'� �. '^�.T ' '"'1 i 1 1, 1 V! 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'�_•�� J'•JJ•t}:�� '.1'}�i .`; A-i7T .)' .. /tJ�-I��. ,�L�, .1 1 ., 1V, 1` '' Z INDEX OF DRAWINGS a -y, ---_ -- --4 W SHTTITLE a LL Q KEY PLAN (n (A. 2 FOUNDATION PLAN Y � 3 FIRST FLOOR FRAMING PLAN 0 0 cr yl i .fir"" .. •.._-.. ice'• .�.__ =".nw '""w.•i o - I - �.+L.�,Q + v.-._ .. 4 ROOF FRAMING PLAN 0^ wIM 5 WALL SECTIONS = m r 6 DETAILS AND NOTES GQ LL 2 a 1 7 , EXTERIOR ELEVATIONS A , 1 � • I r , 8 FINISHES PLAN 9 SCHEDULES AND DFTAILS s 10 PLUMBING, H.VA.C.1 AND ELECTRICAL PLANS �j II PLUMBING,HV.A.C., AND ELECTRICAL SCHEDULES c x CL > r CL O U Q K 12 PLUMBING, HVA.C., AND ELECTRICAL DETAILS t 5 ( 1.- j 201 INTERNATIONAL DRIVE COVER THE OAKS BUILDING 5 12UnitCondo CiY T:I z ,•'; 1 Permit No. 3953 *,,• � It Y•, .I ;•, 13 Sheets 46F tt i 3 j;YYtfr„> X �_• y S { Y• ' ' k r ^i�• a; TITLE 1J :' Yat...e,�try,�••,�,TM ;^°1°'T"rn.^,;T••t"^Tn!1'1 r ;,M,!.r,r,.7„- 777,77", 77777777 .•. . r. a.l. .. :. ... ...,... �.' _.. .... , _ .. .�:. t: -r ., r r. 1... <.-:. .. .- .:...,. ... . ...... .:....: .:. �.�:.:. ..�. „ ... ... .-.. .. ..:,. . . -... ... ..: .__.:-.. •..,. .. ..:.. . r•.. fi.r.. _:. .1.'.... : . .. ..., .:. ..,.-_. !.... , . t -v. .... .:•. .,r .. ,',. .. .,. r. .... ., ..`._i. r7 . .TS.,t.i. ^s Te..A-aR777.7 +r •n,!r�1« +i :I air...- tn•v-:. .. .. ... .n. ., .r.. •_. ,• y,^..�„-.... -... r.,.. < .. A�a,"_., .w..• ..rA,.`�.2,..r 7777F '-1..r..}...r -,•r...... -•,-... ..,........rv.. . ,,.. 1. '�;.. lav �_. �n+ 7. m.. ., ..iz.;. v „T�- ;r.•.r Y'' r,+`..' %u•'?t..�.-••• rY. 1?lrv?wM.� rwl:•.. ! - - I BUILDING, GRADING, PAVING, UTILITIES, AND OTHER WORK EXECUTED UNDER THIS CONTRACT. (n A a E. CONTRACTOR, SHALL VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL W c OR DOING WORK WHICH IS DEPENDENT'FOR PROPER. SIZE OF INSTALLATION L_ w � UPON COORDINATION WITH BUILDING CONDITIONS AND SHALL BE RESP- f Z 0 ONSIBLE FOR THE CORRECTNESS OF SAME. NO CONSIDERATION WILL BE Q L GIVEN TO ANY CLAIM BASED ON DIFFERENCES BETWEEN THE ACTUAL DImENSIONS AND THOSE INDICATED ON THE DRAWINGS. ANY DISCREP- ANCIES BETWEEN THE DRAWING AND/OR SPECIFICATIONS AND THE O J 2 EXISTING CONDITIONS SHALL BE REFERED TO THE ARCHITECT FOR ♦n Q„ Q ADJJSTMENTS BEFORE ANY WOPK AFFECTED IS BEGUN, ,,v^^� v/ W F. THE CONTRACTOR AND ALL SUB -CONTRACTOR SHALL COOPERATE WITH Q CD ONE ANOTHEO WHILE DOING RELATED WORK„ TO FACILITATE THE PROGRESS (n Q )F THE WOPr,• EACH TRADE SHALL AFFORD ALL OTHER CONTRACTORS rVEPY RFASONAB,E OPPORTUNITY FOR THE INSTALLATION OF THEIRW. •!ATEoI:.tS. L) L) W G. CONTRACTOP SHALL COMPLY WIT•+ ALL LAWS AND ORDINANCES INCLVD- N Z Lj ING OfIE:RF'JCES TO FIRE PR!:TECIION. I,y.FD Z Oil r;♦1AJ Ld Z W H. CONT •iTOP PROVIDE •tl TEMPORARY RAMPS, LADDERS, SCAFFOLDS,Q L RU!i","� , SHOGIN(,, ETC. 01 mPLE STRENGTH AND RIGIDITY, AND W :• m1•i'AIN T--,rFLE'"ENTS P. 400LUTELY SAFE CONDITION AT ALL TIMES. L .. U Uj I- 1. CU'J'RACTOw C••.ALL MAKE APRANGEMENTS FOR, AND FURNISH AT HIS OWN '� N Q Fxvf'iSE ALI. TEmPORAR•Y UTILITIES, INCLUDING SANITARY FACILITIES. J J. CONTRACTOR SHnLL ERECT ALt. NECESSARY BARRICADES, ENCLOSURES, W U a SIGHS, ANC• OTHER. DEVICES To PROVIDE ADEQUATE PROTECTION OF -� W 2 Pf OVIMNFL AN:; PROPERTY THP'?UGHOUT CONSTRUCTION, AND SECURE ^ T•fF C ONS T P..' T l r)!J FROM P I 1 " RAGE AND VANDALISM. 0 = � 0 ' AL: Z ITE'" AN'' c.')NDITIONS WITHIN THESE DRAWINGS SIMILAR TO THC•>E 'C is w 0 :` S•+:•LL BE (:l1Nr IUrRFU AS IF !DOTED THEMSELVES AND THE •Ir.t! 5.+:! I APPLY, --:) Q M I, t7 . 1 • \ /`sem - •� . (' : ; �S ��� a� /�,f.� - �.� _ � - � •�. • 1 � f "� `��/�;\' S r r,� �. , `yy� , - i_P`/r/"y1_"+•�y ''' _--•I•� �� .., 1 1 I. I• -t r ' f ��a61^—�lf'�=-�•-•� �-.�� �-«_.yC [��� � /1 ^\ ' •: ' \v .r ti' r I •y . , I - _ mss`^ ['.'C?'_f„-L�w_.� / rte, ` Ef\E f "�y'tilj �1.i�i,�^'1., `I•j •4 � ' '* , �rt.`!�i •, 1 111.I�I �r "IMF('1 1r 1� -G"1 /��_ 7 ,/� � V �/ �y"f`4/t�f `k,.a %•. 5'- '-�1 4`!a� `l4c �+- r l 1 1 1'i ''. - �1;f I 1 r I� _ �• _�—. .I� :.• fil, . 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'�_•�� J'•JJ•t}:�� '.1'}�i .`; A-i7T .)' .. /tJ�-I��. ,�L�, .1 1 ., 1V, 1` '' Z INDEX OF DRAWINGS a -y, ---_ -- --4 W SHTTITLE a LL Q KEY PLAN (n (A. 2 FOUNDATION PLAN Y � 3 FIRST FLOOR FRAMING PLAN 0 0 cr yl i .fir"" .. •.._-.. ice'• .�.__ =".nw '""w.•i o - I - �.+L.�,Q + v.-._ .. 4 ROOF FRAMING PLAN 0^ wIM 5 WALL SECTIONS = m r 6 DETAILS AND NOTES GQ LL 2 a 1 7 , EXTERIOR ELEVATIONS A , 1 � • I r , 8 FINISHES PLAN 9 SCHEDULES AND DFTAILS s 10 PLUMBING, H.VA.C.1 AND ELECTRICAL PLANS �j II PLUMBING,HV.A.C., AND ELECTRICAL SCHEDULES c x CL > r CL O U Q K 12 PLUMBING, HVA.C., AND ELECTRICAL DETAILS t 5 ( 1.- j 201 INTERNATIONAL DRIVE COVER THE OAKS BUILDING 5 12UnitCondo CiY T:I z ,•'; 1 Permit No. 3953 *,,• � It Y•, .I ;•, 13 Sheets 46F tt i 3 j;YYtfr„> X �_• y S { Y• ' ' k r ^i�• a; TITLE 1J :' Yat...e,�try,�••,�,TM ;^°1°'T"rn.^,;T••t"^Tn!1'1 r ;,M,!.r,r,.7„- 777,77", 77777777 .•. . r. a.l. .. :. ... ...,... �.' _.. .... , _ .. .�:. t: -r ., r r. 1... <.-:. .. .- .:...,. ... . ...... .:....: .:. �.�:.:. ..�. „ ... ... .-.. .. ..:,. . . -... ... ..: .__.:-.. •..,. .. ..:.. . r•.. fi.r.. _:. .1.'.... : . .. ..., .:. ..,.-_. !.... , . t -v. .... .:•. .,r .. ,',. .. .,. r. .... ., ..`._i. r7 . .TS.,t.i. ^s Te..A-aR777.7 +r •n,!r�1« +i :I air...- tn•v-:. .. .. ... .n. ., .r.. •_. ,• y,^..�„-.... -... r.,.. < .. A�a,"_., .w..• ..rA,.`�.2,..r 7777F '-1..r..}...r -,•r...... -•,-... ..,........rv.. . ,,.. 1. '�;.. lav �_. �n+ 7. m.. ., ..iz.;. v „T�- ;r.•.r Y'' r,+`..' %u•'?t..�.-••• rY. 1?lrv?wM.� rwl:•.. ! - - I . . :- -I'll r.. r , , . !` { ,...x. c-;,, i _, <: : _:., „ . . , —.._ a, ... - . , , _ ,.. ,_ : , r.. ..; � . ,•c> .. ... .:.._ .. ..... _. .: -.. /, v< z.. x.....c .., .. .. u , t, .�dt" ..... e s ¢_7 /. , i. a:... _ ✓.. _. 4 _ ,_, 3 1�1,. ,11�« . 7 ,... ,2 ra4 ,. xa r _ _ -. - ([[� sSs Y• i __ - -. - a .. k ;i } - — . - ��t - 1: � � 71 �i ._(I r +I ;�( I-IARGUJARE NOT —,_ _ ES_ \ �,! •T& �' '� _1j�T ///„__1� A ALL LOCKSETS SHALL BE RUSHWiN SERIES L iz I (�'.1•:M FINI`'H u.:IIEI.I.lL� Fz�i� . �c 1 -� •. - i.: . #+ 3000"BEACON DESIGN" US-4FIN[SH TYPE AS N . [ r ��+ FL I: B11 '_,E WALL tiLi • _ REV!r R;'.:, -�li �_... j "- �--..i r , NOTED. .- i ` -'- ` ' '! A KEYTYPE ' l� U t-1 i� �t .I '•'1 _`i I ,1 , �� =-• # __�� `i _I -`f " El -H ' B) THUMBLATCH �.f 1-1 I. W, , 1;_ `i� CG: rl. - '. I •t, }.. IQ -� 1 r _ 7 C) LATCH BOLT BY KNOB , S' Iii i !11 L { - I� __- 0 C' l.' �: > C: 4' :i I. 5' ,1 1' I I I.� ' 'i' I I B EACH UNiT MILL BE KEYED DIFFERENTLY, WITH j' E � L_ , �I ' , ` ,_ 0)I - -i' A 8 G A MASTER KEY TO FIT ALL LOCKS FOR EACH J ;\ UI s 1.1 I - _r c}y- ... ' O O O UNI'. OF THE PROJECT. ) '• 11�\i _,t Y' y '•' 9� w,_ t 1 �. 11 t '" .� I q ,_q �� C HiNGES FOR ALL DOORS SHALL BE STANLEY F-179 j. /; - •1 U )• !'..: I' - { __ � \ J L• :1t•'2-3 L-/ STD WEIGHT STEEL W/STD BRASS FINISH, 315"BY315". 1 i ',1 I; \) ? .1 3 _ �; �fil V �. !il ' -i Ll _1 �? le-- .— / • WINDOW TYPES n >. ,�:: `;y ® (D I- I t q .•S. - D DOOR BUMPERS FOR iNTER10R DOORS SHALL BE 1 t%' 6 -IG IVES A060 F-10(DULL BRASS FINISH) [ 1, `,:-_' ; 4J b ll O _ -!,'-- -- ----i _ (n N a 4 i' f\ITc_. N't. 3 -0 tll� If�t E EXTERIOR DOOR THESHOLDS SHALL BE PEMKO A153 AV. W W O g -: I- Ir r 4) 0 61 I - F VINYL BUBBLE EDGED WEATHER STOP, SHALL BE � O ' �" il% 1 i •• RiGHTER 11583 u_ i; L " n `]]] � .-_%---'- ,... - - -- _ • qy Yl �' `1 �; / G PROVIDE EDGE STRIPS AS REQUIRED BE CHANGES �-! Q �4, J � _.. .. _. —, Y` �" /� /� iN FLOOR MATERIALS. O' J U i ;t. I •- ' �.::, fir...-, Z ti• tl :� it r / I lei• I ' • ��'/-- } H HAR.OWARE EQUIVALENT TO ABOVE MAY BE SUBSTITUTED m r,., i1 _ l '• ti 11 1•=„. - '.11 / /� AT THE DISCRETION OF THE OWNER. -_ r Q r 3 #i`' % -,.-_f jk -(; � -� _ _ O 11.11 - C13 t-„tlrt.Ie. „ ; 1l t 0 Q PAINT NOTES• W U F ;3I �' ��., i ;G -=' r =` �_ __fin : I.1 mo ,��� -c"` __ ., ` _ # . .:I � ti �` - 1 r A PAINT SHALL DE AS B7 EENJAMiN MOORS CO. Z s'�i I ,1 ) i y, _I , ' " Wpl{” L j lei -r /. I. - D ALL PAINTED SURFACES TO RECEIVE PRIME W Q ij I i i I j f i - - - - COAT AND ONE OR MORE FiNISH COATS TO LL W U ;;h NOTE: - - INSURE COMPLETE COVERAGE AND Hi DE. L 1 '�— I yyt ...-- _._- -- Z { \ { 1't• ll. � ' 1 C ALL SURFACES SHALL, DEFORE APPLICATION J .j,i. _ I - •' OF PAINT, EE SANDED, CLEANED, AND/OR f` T F rv. N ' OTHERWISE PREPARED TO REMOVE ALL DIRT, F— 1— , __. GREASE, OIL OR SCALE, AND SURFACE LEFT W U Q • .- 12` .� CLEAN, SMOOTH, DRY, AND iN PROPER CONDITION W x i �, _. \ _ � 11D uTO INSURE GOND AND THE REST QUALITY. L. 1�, _ FINISH GALVANIZED METAL SHALL EE MASHED O = 0It i 13' ` WITH VINEGAR WATER AND ALLQWED TO DIY , ��� C. _,_1,A . � -_� O O O ® COMPLETELY BEFORE PRIMING. W L .;1 __ _ O i / �_ 0 r � -� I ___ ';-� ?a •1 D ALL EXTERIOR WOODWORK IS TO 6E FINISHED Q M �1,, -\ ;� j ��' �, �- WITH CABOTS EX7ERi0R GRADE STAiN, COLOR 11 , I , •`� • •• �• /-- - c. ` _ TO BE SELECTED, APPLY AS PER MANUFACTURERS t D I. -1_ 1 C \ ., =l� ;� t _ - .'-j' �SPECIFiCATiONS. _ -��, - _ I [• : 1 +; . IZ= TFlnit`.� TY �lnT_:� 14l T 'r {' E H,'1[1: Ni_R - t , . rc _4�" i _ 1'" I E ALL INTERIOR MALLS TO DE PAINTED WiTH <ll ! l _,•_,_JREGAL WALL SATIN, UNLESS OTMERMiSE NOTEDf ' `j t __ �`I - t- - L ____.__i__7.i Fx' %�� OR COVERED. r i'� I�JW _ I , , , 1] L �` PL } ' 11 I x I 11 - F ALL INTERIOR WOODWORK TO BE PAINTED SHALL 6 q i ll L1 \3 +v) r 1 .. .11 `-- -f N I 2-E %--� / ;I am :,/ NAVE SA71N i E �u- MF RVO ENAMEL.^ ., . Z: ;i t1 llI _;... I i I q L �� _` �� EIJ . I r! 11 G ALL EXTERIOR METAL SURFACES TO RECEIVE ' . _.1 2- 1 111 1 111 I. i 'y' , J C I -1 le. -'j • ONE COAT 0 MOORS CLAD PRIMER AS PRiME a a �ti>'. _: Ll 1 i } �I Al kJ �� Ii 11 COAT AND F iSH COATS OF MOORS OIL BASE O 3, i I -1 ' - ((� ,N�; y • :' iVi. i .��TH BATff=i-% O �` HOUSE PAINT. LLQ O orAin 'J 4 Q Ili s F fi_ _. A� J _1 'i` Ij — \�J L4-13- -? ✓'Y u I A ® S t� I T J„ ! - H ALL INTERIOR WOODWORK TO 8E STAINED, SHALL (,i J f ��/� CA I N L LI -t -•i1 i ' \]• HAVE CABOTS INTERIOR GRADE STAIN. {l 2 6 Xra.. 3� a n e ® * a _---_--_---_ -- - • f %� �, 1 f tD ac Q SCA L_ I.--l',_I' " Z ~ 4. ` S 1 Z:}I; -r m m �7) W gs:' %: it N A t "r7 _�. -F;��d 9 o aW 1. it OQ i .� ' i� X% I I wG E Cl d tt O I �%1`<.%'XGI-2 �. P s CON�TRUCfIC'Ihl I(C•T�5 0 W z ,, - - - W U 6't� f : U '1 '' I-6n>cG--, 1,;= Lr 0 tk � `i 01. DRYWALL SOFFIT. 0 W � �?•' • 7_ XG•L1_ 14Y �4 �� 6I 0 l2� UPPER CABINETS. I 1 I ,fi) i tl K V t r 111 11 -t 'i« t •1 O H.4 RAISED BAR. sn Y ,, BACKSPLASH. .E. Q {' t' I , �1-✓I X(c' ,L`, I K !d i! ® N.T.S. t 5 COUNTER TOP. O 0 0 r S, , 6 DRAWERS. M �A{,,. 0 X II)!¢ �� LOWER CABINET. W m TOE SPACE:tt1 w Q .,k}, Y O d '11. - �� DOUBLE SiNK. LL- = D c �,,, �,fa.;: X10, RANGE W/OVERHEAD HOOD. i �t;o r r .; I ; DISHWASHER. 4S�'i , . �� LIGHT FIXTURE. i �i."' rI ii. r � „_ j (• BikJ3 3) MIRROR. 1 m fll#+ . - I c }�, ., 11 IV x(`145' SINK. 3 v v 'm I: VV I N D �,_%W l.l�l i_ L-1 U L L � J VANITY.% O U Q f. > N0. TYPE GLASS .'•':IZE SCHEDULES 8 , ^ ' . 11DETAILS F ` A �L. I i' 2 —,1 . i-, t j11 �� 1 �a s �. G F�:. " l �1i =� x _ ' , ,q - o �I. - 9 1{ s ,1, . �. I r ^ ^�^�*=*r•� .ms s -T -. , �; r ), t 1 7^^.r.' ', .. (, i r, 't : ° n'�"�' „ 'moi ti: }•1`{�ST•�Sy.'1 '(�i7I+ "y. -..:: J' It d. ,. 1. tr tY .. �: p ` i:1 f- i v• 1 ,' e .. : r .... ... , x i• Y 1.1. r .. .: a ..-.. ..... ..._.,.. '1*77 c .-. ...1 , ...r. .,u .r 1.. . .., .,,.. ,.. r .v _vvTr- ♦• 1.- { ,- ,. r, ,.' _,• v rrr i:N' ). n ,). 'I w. • •,r. A, r [. e ♦ .•� _ V„- -1.. J v. r•1_ Y_.. ♦..1. _:•-, , , [.i •. ..t. ♦ .. f .. ! ve , r• rv. 1 \ ♦ 1. 1 -,- ,•�� v .✓ ., t _ .+ - :.r, . ry .. .4:..+. .• .n ♦..._ . a}._:._/:-••e..s, �+.:-. .w„-�.. a,_.a„-"-,-.,....Jvr q, .. M .,. ,r_.w l: -n N.:.::.i, -.-.. ,..r -,_( r:•:.., .r l..:. ..Yr ,F.,.�:. •.,H, t+•... -„--..u,: m.^ -,rn. .: s..r .. Y -.-, W.n.-. ,•,.a.,.N�._ ,. _:-..,..aR n: e.,... ,..-:r-. v_:-., ,,r. '. A•Y+.n wN.. .1 11 - ,.:., _. ... -.,. „ _ , _ -. r .. - e. r ... .� ... , , ,. - 1 .r_ _ _,r, is _-. . , r..11 , v ..' .. .. :,. .. .. ... It ..... ':.'. + 1 11 , -.r .. �. L _.... 7 -.. :'1'. a .. ” ::. , .1.. p .. _: :... , '. :: .. , ". : 9 m a omI✓ HcPUGF. II -0 (r:Vrr;=L 14- L 9 13 7 2 -z4 5-4 2 XV,LV '1.0/ L-17 v✓� ,e 6� J 8r 0 L 22 IS 2 7 L 20,:, CN ETII� 7 '2 - F -m M M o C:Frm �,A G L-10 00771 2 IV 112Xb Id=0 CFM Ply I L aco cp/'� �Iift (& 12 7 t4 I?- 11ox L-21 Z/4; F-0 4 5/4r erm + A 18 02— Ido cF'm LiL-r 111 G I - H - 112 r t=L. -1255 z W "L..) 41"6 PLUMBING HEATING & AIR CONDITIONING ELECTRICAL IDtl-\RT A .- I PART FLOOR PLANBLDG SCALE: 316 =1-0" SEE SHT. I I FOR SCHEDULES & CONSTR. NOTES. 91c> F=q—) zi=!: r 77 '4 if PLUMBING NOTES A. COPPER WATER TUBING MUST BE SUPPORTED AT 61 INTERVALS, FOR PIPING 211 OR LARGER AT 10' INTERVALS. 8 ALL PLUMBING WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE SANITARY DEPT AND STATE FIRE MARSHALL'S RULES AND R=GULATIONS, AND THE STATE PLUMBING CODE LATEST EDITION, AND LOCAL ORDINANCES THAT APPLY, C PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL CONTRACTORS WHOSE WORK TOUCHES OR IS AFFECTED BY HIS WORK. D ALL WATER PIPING SHALL BE SUPPORTED RIGIDLY AND IN LINE FROM BLDG STRUCTURE WHERE APPLICABLE. E INTERVAL PIPING OF WATER LINES SHALL BE COPPER U) < OF TYPE AND SIZE REQ SPECIFICALLY FOR HOT WATER w2 LINES AND INSTALLED AS PER MANUFACTURERS W a: SPECIFICATIONS. z 0 F FLUSH CLEANOUTS ARE JOSAM OR EQUAL PURGE ALL OF = z LL THE WATER LINES BEFORE FINAL CONNECTIONS. 0. u < m < 0 C15 w OU W Z W' z HEATING -AIR CONDITIONING NOTES W z> A ALL HEATING, VENTILATING, AND AIR CONDITIONING U. W WORK SHALL CONFORM STRICTLY TO THE LATEST RULES LL L) AND REGULATIONS AND TO THE LOCAL ORDINANCES w 1. -1 P,;':' !�' THAT APPLY. z < ALL DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF ASHRAE STANDARD FOR LOW PRESSURE DUCTWORK. C H V A C SY EMS SHALL BE COMPLETE AND OPERATE IN A.C. s6c� AS TO ADEQUATELY HEAT AND AIR CONDITIONING BLDG ACCORDING TO ACCEPTED STANDARDS. O 3: z D ALL DUCTWORK SHALL BE SUSPENDED ACCORDING TO GOOD w 0 PRACTICE. ALL DUCTWORK IS INSULATED I" MINIMUM. Q. L0 E r CONTRACTORS SHALL TEST AND BALANCE SYSTEM. yf," F ALL A/C GRILLS AND DIFFUSERS SHALL BE TUTTLE AND i", A BAILEY OR EQUAL AND SIZED TO PROVIDE A NOISE LEVEL IN NC -25 RANGE. G ALL A/C GRILLS AND DIFFUSERS SHALL HAVE VOLUME DAMPERS. H ALL OUTSIDE A/C UNITS TO HAVE A SALT SPRAY PROTECTIVE COATING APPLIED. I THERMOSTATS TO HAVE MAX HTG MODE TEMP OF 75 DEGREES AND MIN COOLING MODE TEMP SETTING 70 DEGREES. a: WHERE 2 UNITS ARE FURNISHED IN ONE APT, EACH WILL 0: r. HAVE A SEPERATE THERMOSTAT. 0 0 LL W a. 0 w > z 1 w < Z 0 > L) W ELECTRICAL NOTES p w 4 t CL. A CONTRACTOR SHALL NEATLY MARK ALL CIRCUITS AT < PANELS. 0 8 ALL WIRES 110 OR LESS TO BE TW TYPE 18 OR -14 LARGER TO BE TW TYPE, CONDUCTORS SHALL RUN < Gr IN Y' CONDUIT UNLESS OTHERWISE NOTED. 0 0 C ALL MATERIAL SHALL BE NEW AND ALL WORK SHALL COMPLY WITH ALL FEDERAL STATE AND LOCAL LAWS 0 x THAT APPLY TO ELECTRICAL INSTALLATION. W (n 0 D ELECTRICAL CONTRACTOR SHALL COORDINATE THE m LOCATION OF CURRENT TRANSFORMER AND ELECTRIC0 F- ILL SERVICE WITH FLORIDA POWER 9 LIGHT CO. a: E PROVIDE ALL GROUND CONDUCTORS AS PER THE NATIONAL CODES. F VERIFY ALL ELECTRICAL REQUIREMENTS WITH ACTUAL EQUIPMENT AND OR APPLIANCES SELECTED TO BE USED. G ELECT CONTRACTOR SHALL PROVIDE FINAL CONNEC- a TIONS TO ALL EQUIP AS REQUIRED. In H ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL o s CL > ADJUSTMENTS OR FIXTURES AND REASONABLY INCI- DENTAL MATERIALS TO COMPLETE WORK INDICATED. LT INTERRUPTERS INSTALLED AS REQUIREb GROUND FAULT TYPICAL M.P. &E. T MAYBE PANEL TYPE BREAKED OR RECEPTICAL TYPE. FLOOR PLANS NO ALUMINUM WIRE MAYBE PERMITTED IN APT UNITS. K ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 10 ELECTRICAL FIXTURE MARK FIXTURE MOUNTING LAMP. O RUSH HAMI='N MDL. GAeie- FPN CEILJNdf 120 WATTS O2 ,4ACKE AS 4ZE15e.'P CW&VEGEIL.ING l0 200 P IIx• JI - CRAP i" G7= 20 12 O (2-v5d ,ie 'e cKf) ALaM. R LE F�1-t- 1 "X> W/�TTS 4O LIGHT GraA FT- CJ= OALIF7°371- 20- ZO WA L_L 60 WATTS `5Mt�I . F-3GlG-IG GEIWNG ei WATTS O6 F RE MGI-• P -42!I CEILING 3GCWA- T7 O7 FROGRESS rA0.. f=-7137 c 1= I L 1 Nfr BG WATTS OR�CCr�S 1 �1OL. P-737! C:EI L I I`Y.r ISI WATTS O9 FRCc'�2e55 M� • P-�'l� VAA.LL 36YWATt:5 10 PRCt�RES� Mpl . P-3 �7 WALL 75 W#4715 ® PRG RES` 8-7007 SOON (IGF -MAJOR pPrIGNAL) I I RAP1p LFF �AL.L�ST cS. ;a SAGE 20V/'T-t2 12 F+�GL�TRF MGL. P-7371 WALL. 19 WATTS 13 1?0a VAP LL L5r7VvA�TS 14 PRGZ'TRFcc MtDL.• P-37;1-1c� Cts!L�+:�• I.aOb`i'„i� ?o • %1 1200 1 • i HOUSE PANEL E L E C T R- (CAL PANEL slc�s,yler kti M 0 RE WATTS REMARKS NIS A IRE WATTS REMARKS I 2 l0 200 P IIx• 2 a 20 12 1435 uK•IGJMP AIR HAND E4 -EF -31 P�-410 3011 El-Ec. RrN�4E W/1`A1.1 L -t rtiT HeWp) 0 GCMt�iNATIGT,, 2 SPEED rJGN `/E1�JTEL? awx M KEEIgMOF B 5 I ?0 12 I moo L."a. 0 Cwz -_wmo• wATF-R SP.vER,E OAFTV, �a P1 I 7 1 2v 10 1200 LTo, I I7}C, J3 I ?o I� IcaoO f�6Pf. �- 7 No U. ® RF�RJ4 SOON (IGF -MAJOR pPrIGNAL) v SINK * II I ?0 12 I2�� V,I'MLKvw�Y LT.�. 1,2 1 10 1? 1?0a WVA%LkVW LT5, 13 I ti2 i2 i Zoo ee,=�< L-.5, 14 I ?o • %1 1200 1 L W 12547r W/4s,LVAN IZI=D PAN AS 1='ER ASSE=I em -Y 6ALVANI fic 1,02 75,:g f Ng0,-GT. r -Tris. VALVE ASSY MOETJ" Z2.2q SINGLE KNE OF SH01NE2 GHRGME MICR 4 RFQ•'D G?2NN A56�f. e� NG1`J-METTLIG sH�1V�R F?sN A4C4:�e�N6r TO S.PC• 602.7 UNIT PANEL Id ( EQUIPMENT SCHEDULE MARK I MANUFACTURER DESCRIPTION LOCATION UNIT -I MA!,N7 E_RKING AIR HAN17AR-EF-3I-AEA-4t 'co K =e R^i,,4M W/15ELF4-EAtJ1116r OvEN: ' J r AIJ� REMARK wITm euLT IN cwnC AND TIMER, ALL Z VALYL- 2%2 TON 1000 c�M INr'INITc HF -^T CGNTROIS. UNIT -2 W7<ATHERKING AIR HAND E4 -EF -31 P�-410 3011 El-Ec. RrN�4E W/1`A1.1 L -t rtiT HeWp) 0 GCMt�iNATIGT,, 2 SPEED rJGN `/E1�JTEL? awx M KEEIgMOF B 241' DISHWASHER LINGE7iz- 4 GYGLE.. 08 WASHER =7010 wATF-R SP.vER,E OAFTV, O P1 0 u3N•P WIC �IN� G�ADEt�II►Jc4 INSLJLATIDt�! LAVATGRY � ins ON Tum,# MAS (�►'+AL1(NcT IND1c�-r�o cN J=L-aN) 11 im No U. ® RF�RJ4 SOON (IGF -MAJOR pPrIGNAL) v SINK * 5Tmw-L STAINLESS STEF_rLrSTD. SELF RMMINe,:2 in WASHERF� 71'4}-141 1<04MO �OP-TIGt,L L_) i" AS�e;L� U W. 51NK4 ft*ta PFzAN G ON�y ONEIn FAINTED WA715qZ HE/I7ER-KENM0Rj_= MGIr EI-9GG QE 4 19^.�4 1 L W 12547r W/4s,LVAN IZI=D PAN AS 1='ER ASSE=I em -Y 6ALVANI e� vozE1j,c? l�?Aa1N. VALVE ASSY MOETJ" Z2.2q SINGLE KNE OF SH01NE2 GHRGME MICR 4 RFQ•'D G?2NN A56�f. e� NG1`J-METTLIG sH�1V�R F?sN A4C4:�e�N6r TO S.PC• 602.7 © co 6Ras� - :2BR/a-s HaSE blt-l3k5 / I PVC. PG• DRAIN R V•c nn HGYic-uP -- Milloil NOTA: FIXTURI=S C} ' E4j4,s.L C,�UN_I-ry MAY E!5E FFZ19 Vl GED AT THEE- EE- OPTION OP III11ZI THm C7��/ELOf EJZ. ad _ mill 0=111110 so, F3 M_ IEOMNnon� ■n■ nn ZONE= !M111111111110Innen= Id ( EQUIPMENT SCHEDULE MARK I MANUFACTURER DESCRIPTION LOCATION UNIT -I MA!,N7 E_RKING AIR HAN17AR-EF-3I-AEA-4t 'co K =e R^i,,4M W/15ELF4-EAtJ1116r OvEN: ' J r AIJ� GOMI7ENSER-cl=-730 wITm euLT IN cwnC AND TIMER, ALL Z VALYL- 2%2 TON 1000 c�M INr'INITc HF -^T CGNTROIS. UNIT -2 W7<ATHERKING AIR HAND E4 -EF -31 P�-410 3011 El-Ec. RrN�4E W/1`A1.1 L -t rtiT HeWp) CON DE? JSER -C F -724 GCMt�iNATIGT,, 2 SPEED rJGN `/E1�JTEL? awx PLSH KEEIgMOF B 241' DISHWASHER LINGE7iz- 4 GYGLE.. APPLIANCE SCHEDULE MARK PPLIANCE MFG 8 MDL DESCRIPTION Q RANGE KENM 'co K =e R^i,,4M W/15ELF4-EAtJ1116r OvEN: ' J r AIJ� Fef LM NN wITm euLT IN cwnC AND TIMER, ALL Z VALYL- 'tF,4i91 INr'INITc HF -^T CGNTROIS. 0 RAtg� KEN 3011 El-Ec. RrN�4E W/1`A1.1 L -t rtiT HeWp) 'k510 GCMt�iNATIGT,, 2 SPEED rJGN `/E1�JTEL? awx PLSH KEEIgMOF B 241' DISHWASHER LINGE7iz- 4 GYGLE.. 08 WASHER =7010 wATF-R SP.vER,E OAFTV, O P1 0 u3N•P WIC �IN� G�ADEt�II►Jc4 INSLJLATIDt�! LAVATGRY � T6j=j MANLIF MAR6LE W/FAj,4CE•T ON Tum,# MAS (�►'+AL1(NcT IND1c�-r�o cN J=L-aN) (n A66EMEN-Y AND RFl.'D DRAIN AS5MMELY• U. ® RF�RJ4 KENMO r� (IGF -MAJOR pPrIGNAL) v SINK * 5Tmw-L STAINLESS STEF_rLrSTD. SELF RMMINe,:2 Q WASHERF� 71'4}-141 1<04MO �OP-TIGt,L L_) i" AS�e;L� U W. 51NK4 ft*ta PFzAN G ON�y WA7M HTR FAINTED WA715qZ HE/I7ER-KENM0Rj_= MGIr EI-9GG QE 4 19^.�4 1 PLUMBING SCHEDULE MARK NAME IMANUFAIDESCIPTION O WFE TA Mccm-$! sKw.LF- r AIJ� Fef LM NN Sr- TEtyW V AS5'Y � 4 Z VALYL- Z MIXER W/R.LSH 50.4TTGN PIS 4 F21 -=-Q t., CRAIN A.SSEM cHRrME A5�SJY Fi'J? � %tv'SR :.ISE VA1.•yE A 6'Y. MOEN "F222�S' 61N6LEc KNOfb MINCER. awx a TOIL�Tf AMERIfsW 5l?N`ID,sRp"�2109.0•S�o � j 08 TOILET PeXEtA1N wATF-R SP.vER,E OAFTV, O W 0 VEJTICNAL FL-USFJ Y�hURe_,-Hv 33C1O63 LAVATGRY MANUK T6j=j MANLIF MAR6LE W/FAj,4CE•T © Tum,# MAS ASSa11,1 -L.Y MORJ*462J SINGLE IQ�L, (n A66EMEN-Y AND RFl.'D DRAIN AS5MMELY• U. Z KITCHEN S-Psm SGS SINK/AMERv1 AN 6TANDARD'60B633 X22! v SINK * 5Tmw-L STAINLESS STEF_rLrSTD. SELF RMMINe,:2 RAW-cr=T M fG1V1FART-MENT 4 HOLES tfrAUC-='T A s6N: McEIft43 i" AS�e;L� U W. 51NK4 ft*ta PFzAN G ON�y WA7M HTR FAINTED WA715qZ HE/I7ER-KENM0Rj_= MGIr EI-9GG QE 4 19^.�4 Li. L W 12547r W/4s,LVAN IZI=D PAN AS 1='ER ASSE=I em -Y 6ALVANI e� vozE1j,c? l�?Aa1N. VALVE ASSY MOETJ" Z2.2q SINGLE KNE OF SH01NE2 GHRGME MICR 4 RFQ•'D G?2NN A56�f. e� NG1`J-METTLIG sH�1V�R F?sN A4C4:�e�N6r TO S.PC• 602.7 © Wf. MA! -H INE Nctr 6Ras� - :2BR/a-s HaSE blt-l3k5 / I PVC. PG• DRAIN R V•c HGYic-uP IN ktr_-r�PV.G• e>O>< AssEME�;)LY. NOTA: FIXTURI=S C} ' E4j4,s.L C,�UN_I-ry MAY E!5E FFZ19 Vl GED AT THEE- EE- OPTION OP THm C7��/ELOf EJZ. a v: PLUMBING CONSTRUCTION NOTES ELECTRICAL CONSTRUCTION NOTES OPROVIDE FINAL CONNECTION OF ALL FIX AND O APARTMENT UNIT ELECTRICAL PANEL "L", 120/208 V4 RELATED ACCES. 10 3W 150A MLO. U LAY ALL PIPE ON SOLID EARTH ALIGNED W/REQ SLOPE. USUPPORT PIPE AS SHOWN AS REQ FROM STRUCTURE ABOVE. OTEST ALL PIPING TOR LEAKS ,BEFORE COVERING W/GRADE OR WALL INISHES. ONO MODIFYING OF STRUCTURE WILL BE PERMITTED FOR INSTALLATION OF FIX OR PIPES W/O APPROVAL FROM THE ARCHITECT. © PUQGE ALL LINES AS REQ TO INSURE DEBRIS REMOVAL BEFORE FIX'S ARE INSTALLED. OINSTALL ALL PIPE AS PER MANUFACTURERS RECOM- MENDATIONS. n PROVIDE WATERPROOF RECEPTOR AS REQ AND NOTED. OPROVIDE W.P. MEMBRAINE AROUND ALL CU PIPES WHEN IN CONTACT W/CONC STRUCTURE AS REQUIRED. 1O ALL PIPING TO BE CONCEALED WHERE APPLICABLE. I VERIFY ROUGH -IN DIMENSIONS FOR FIXTURES I •FURNISHED. C21) FOR.ADD PIPE INFO SEE RISER DIAGRAM THIS SHEET. 13 INSTALL NAILGUARDS WHEREVER PIPES ARE IN DANSEP. I4 SECURELY FASTEN ALL TOILET FLA•+GES '0 =ECr. 15 CITY WATER PRESSURE WILL BE ON ALL wATER LINES PRIOR TO INSTALLING GYPSUM BOARD. 16 SAFETY STRAP. 17 P.V.C. SLEEVE. I$ HOUSE VALVE SUITABLE FOR THIS TYPE INSTALLATION. I9 LEAD FLASHING AS SHOWN OVER V.T.R. 20 HOSE BIBB AS SHOWN ON GROUND FLOOR ONLY. 2I ROOFING TO SEAL V.T.R. V WATER LINES TO EACH UNIT. 23 VALVES TO EACH UNIT. 24 METAL BOX IN WALL WITH DOOR. 95SUPPLY WATER LINE (1-1/4"). SSAFE26 TY VALVE. 27 REFIEF LINE. 213 COLD WATER LINE. HOT WATER LINE. 30 SHUT OFF VALVE. 31 WATER HEATER. 321 DRAIN PAN. HVAC CONSTRUCTION NOTES O ALUMINUM FOIL FACED 1" THK. RIGID FIBERGLASS j DUCT J TCG AT ALL JOINTS W/ALUM DUCT TAPE, TYP AROUND. OSUPPORT DUCT IN LINE FROM STRUCTURE AS REQ. OMETAL COVER REQ FOR DIFFUSER CONNECTION. 0J THERMOSTAT LOCATED AS SHOWN ® ♦ V-0". LOUVERED DOOR SEE DOOR SCHEDULE. PCONDENSER UNIT MOUNTED ON ROOF. ® A/C SUPPORT STAND OF 2 BY 4 CONSTRUCTION. OPITCH PAN AND FLASHING. IO AIR HANDLER UNIT LOCATED IN EQUIP ROOM. RII CEILING FAN 12. % AREA VENTILATORS. 13 CONDENSER UNIT MOUNTED ON ROOF. 14 CONDENSATE LINE I5 AIR HANDLER UNIT IG AIR HANDLER SUPPORT STAND OF 1 BY 6 CONSTRUCTION. O , 2 X 4 PAN SUPPORT. •18 WATER HEATER. 0 LINE VOLTAGE CONDUITS. 1$ LOW VOLTAGE CONDUITS, 19 SUCTION LINE. 2O REFRIGERANT LINE WITH INSULATION. ZI VENT FLUE AND FLASHING ASSEMBLY. r ELECTRICAL OUTLETS 16" A.F.F. TYPICAL, 48" A.F.F. OVER COUNTER TOP AND BEHIND REFRIGEPATOR. OSWITCHES 48" A.F.F. . ® CEILING MOUNTED LIGHT FIXTURES, SEE SCHEDULE. (3ELEC. RECEPTICAL IN BATHS TO BE G.F.I. OWALL MOUNTED LIGHT FIXTURES MOUNT 6•-0" A.F.F. OMAIN DISCONNECT SWITCH 1000A 2P 100:'AF. 80 METERS. OFEEDERS TO PANEL TO APARTMENT PANELS TO BE 3-411/0 THW AND 1 --*6: IN 2' C. 10'TRANSFORMER BY F.P.L. II ELECTRICAL SERVICE. ` 12 3 X (3-500)MCM THW IN 3" C) I3 1-91/0; 3/4"C TO DRIVEN GRD ROD 3/1" 0 X 10'-0" I4 HOUSE METER CENTER W/BREAKERS AS NOTED. 15 3793 THW IN 1-1/4" C. 16 HOUSE PANEL 120/208 V 10 3W'100 A 1'-0. LEGEND - 6ZLING MOUNTECi LT FIXTURE i WALL MOUNTI=D LT FIXT'L REa .JuNcTIGN IBX - GUF'LEx REBt:� HQTACLE � -• DUf�LEX k�E-GF�'TACLE-SWITCH TOP H Alm •' DUI�I...EX (c'EG.EP'TAGLE- WEA-TH ER FIR('OF - RSG EI-TAGLE -240 V �J •• � �10KE DE'T�1-OR •• I=XHAUST FN ® TELEPHONE= F - Tt=L.E V 151 GN -SINGLE Ft-�I-a7 sWITcH - TWO WAY SW ITCH �' - pl SGGNN r swrEcFl --- - SWITgI LEG WIR>=- - " - - Gt Rte- f✓URIAL G�1� 6�Lp�v C- :17! - GARJ2aACE I?ISFy..�=�aL ' eSr I PLUMBING, HV.A.C. & ELECTRICAL SCHEDULES L O WFE V i _ Z U. Z Z O a U O awx a Z �, Q O W 0 U L' W w a Z u (n (/I U. Z Q Q W v LL C) � M i" Wc U W. a G ON�y Q LL 2 _ Li. U .W ulawm PLUMBING, HV.A.C. & ELECTRICAL SCHEDULES p� V i _ LL Z Z O awx Z W z O L) U w a U (n (/I Y Q Q 0 v O 0 � M W M 1X M _0 �-- Q LL a = PLUMBING, HV.A.C. & ELECTRICAL SCHEDULES - � . -.::. F! .r,. ,,':, .,. ,�:a,•. ., ,...:.- J.. i'. {i 1. ,,,ti ,,xy t wr r t -;l >{, 4: ,. S ,.`.ry d ..< n+': ,.,. sC r_,. - r. .i< .. �-=. .... ,..• ..:. ,._.. ....... ._( �. I'.. t , '-r' ¢ �, d`.Y i- a �,.: h ..G L: .1a.. � ..v-:_-, ,?,`M.. _..., a..--:.- :..:.. .. . ..... s `,'::, -. .. ,.: .rc-...,.., r.. 2 1 ,xZ'.7 Y'•v. 1. -,I:.�.e. iir t -Y. .'C`.`TW ... �.,, .}.i1 «. ..... . ... ..: ....... _. -;. ..-...... -S. ....,. } .. .. .::. ... .:�, '�.: r .... -, r ..:p .p.; s t.; - li i'k o_, •>. �_ e. -iv r.4- i (r:' > i- iz G; t � )t�j, it^ a `'o-;2 nYP'-a tfi.7, =�+:% 1 ,, .I„, ,,. r .-•.. ,.t .}.,.- ,. r, s;;r ,aY- ts.. z•3., ar.ii1 •r' .�1 a. .y 9 a: 14,, ar "�tid- a , {� i e :...:- i -..*.. q.f,. 1 '�..sY.l.�.w/,t�j,., i. ,., p�� -' ) j ✓ !^.'1•!'�'O.^^�;+, v': u„w+...>mrtlr,i+ri?.�.r..nw..,wi':1..e- .stu,i->.vw.-. •.via5w..x.a..aJ<'w..- �.tL `LSA}q,y+,u.:`- z� istrdviirsfY:ch:i;a:n.ucy'..` �r JV�:,t.T•3:,Y?,�.•r�ab Qs3�{�-'e�..-.r^f... tz'-i`:NlUavr._ "� 'e:.Lns.r:C:'ir�lYsaauilll,o, .....1.P'u.`ii'-ui-?"—uW�+ 1 �r ti , , 14, 111 , .... a ,..,; ,. .:..�.. .... r,.., .�: .. .,,.. .. [) ); f < b. ` r. �rnraV' - -. ^e•'-- +.-.-„.+-:-.-r =- .T__�'T—'_ f' Iti _ ._.- .• _fid'.. TER lsuPpCAL - l-yR 61ZZL DUL)= SIZE; FIXTUKE 1F1XTLIRl= _ I WATER GLoS� T' —� I % I LAVATORIES I �2 3.4 HOT WATER :TANK 112 1 WASHING` MACHIhJE - WASH INe- MACHINE 7 112 E!P-A-•TH `r•U13 112 SH, O`NCR . 1/2 FISH WASHY -- - I%2 ICITG}-lEN_SI�J}�� HOGE ` e516g 112 1 T,a=icN- 1.F=ix-r-IRE. SCHEDULE i T AP SIZES SIZE � 1F1XTLIRl= _ I WATER GLoS� T' —� I % I LAVATORIES I �2 I 14TG}-!�I SINK 11/2 DISHWASHER _ 2 WASH INe- MACHINE 7 SHOWc_RS TYPI:CAL. A C UNIT TYPICAL �,v III CONDENSATE 'DRAIN DETAIL PIPING BUNDLE _ �, ail N.T.S... N.T.S. i. r. IIT 19 17 I f — 3 i t � I I EQUIPMENT TYPICAL. H.VA.C. SYSTEM W/WATER HEATER I SUPPORT VENT DETAIL N.T. SL 1 ” N.T.S. N.T. S. RETURN AMDUCTED, SES .SFfEET..10. AIR H/�NGL 11-Irr A `—? Et.F�CTRIG Ale- GONC;e450R DISC' AT f�T Aim T UNIT go A&A > , GOAMP; f Ov A,F L1,6747 FtXTUIE-S— I �. PT APT UNIT7HW--- 1 4,./ a--*io 7-w: VIf - 04�F=.,; ALUMINIUM I=%L�- �cR RuN6 ovmR .. USE,- . 1 A/C LINE VOLTAGE C!_ARIFICATION DIAGRAM I N.T.S• I of VENT DETAIL RTS. � ---- 25 HOUSE _VALVE DETAIL -- `N.T. S. — — -*12 cONGRETB Lii!r-;HT 1 2 4 6 10 I r=a-f= SASE W�lc 1 >5 Gp 6A VEP"1 I - 3� [BAR Tim SP A80 T — GIJNII�I"I ANcI-ID1� aGt T5 00 00 013 C AS ILEI` N11+c5 R 5. I — SFEGIFIG�T{Of�I. Oo 0, Oo Oo ;10 OC311 Go 00,013 S ITE L IGHT DETA I L I1 12 IHI I L 5 _7 9 [111 14 \ IS 16 ELECTRICAL SERVICE RISER DIAGRAM KTS. - WATER HEATER DETAIL N.T,S. t c' To 9:f� I ,�- �t{6C7 _ -rta l' xrt l RSA 1 WATER RISER DIAGRAM RTS. j l • • I 1 i h II N lit ,, 11��'t t Zlhr ,.I�I\ NV I I I�JC� 1 I I d h � .Iu SEWER RISER DIAGRAM N.T, S. a NOTE FOR NOTES CHIS c.: HEET SEE SHEET ' cn W Cr �-- w o Q z z O Cf)CL w cn m Q Ujr f dS W o ui Zw Ir W z ;' LLLL W a W N az W W a 1- F- ':,. O . z ; o V z W cr a aro it CN:J Ki 4 �- �I 0 0c �} J U. _ z c O a.a cr W z W O > u JL U OW W �ys a. (n r Q It O O x W m O F- 3 ss , J `i t C,A { -k dL I') oCL 3 v ° r a m +5' O U Q PMBING, HUA.C. 8 l ELECTRICAL ' DETAILS I.i r R 12 • �ha 1 •T'01?R.T"<+L^"7'�,""kG^/(„"fcT iYllr -1 ,L� r•�i () f ;EC F - b.7[-� � - 11F J: - 1� 11[CONNECTION i a l 2 --� I a 3 4.- _DETAIL_B_ I. TO 2 �],�- i 1 SCALP !/8 = i- 0'TI 1�� i� , 1�4 1:___l_ ji . lr�-,I II f 1 i U rl ►� . I 1� I - I _ _ _-�J l� . ----.---�--� '__-. -� . }.7 -- - 'i' 17 I- ----- - - .._. 1 I!%--L.LL�� - .a. < i ' TYPICAL =FLOOR __PLAN CA SLE- IA y�V - I'00 f rR , CONCRETE AND MASONRY NOTES A CONC BLOCKS AND ALL OTHER MASONRY UNiTS SHALL • BE MODULAR iN DIMENSION AND SHALL INCLUDE SPECIAL SHAPES ANO SIZES TO COMPLETE TME WORK • AS SHOWN ON TME PLANS. WHERE USED AS THE FtNiSHED SURFACE UNITS SHALL BE FREE OF SUR- FACE DEFECTS. 8 HOLLOW CONC MASONRY UNITS SHALL•CONFORM TO "STANDARD SPECS FOR HOLLOW LOAD BEARING CONC MASONRY UNITS". ASTM C-90.10 EXCEPT ASTM, GRADES S-1 AND S -II WiLL NOT BE PERMITTED. I I C WORK OF OTHER TRADES SHAL1 8E BUILT INTO MASONRY WORK, INCLUDING ANCHORS, WALL PLUGS AND ACCESSORIES AS WORK PROGRE55E5. SPACE r AND ALIGN BUILT-IN PARTS ACCURATELY. EXERCISE CARE NOT TO DISPLACE OTHER MATERIALS FROM POSITION. D ALL REINF CONC WORK SHALL CONfURM TO THE J, AMERICANCONC INSTITUTE AND THE REINF STEEL 1-1 INSTITUTE LATEST EOiT1ON. 't,>r E, ALL CONC FOR SLABS, TIE BEAMS, PiLE CAPS, AND ;x� FiLLED CELLS SHALL HAVE A MINIMUM COMPRESSIVE , 'STRENGTH OF 3000 PSI AT 2B DAYS. . r, ? F CONTRACTOR, SHALL ADEQUATELY BRACE BRIDGE AND -'v" t - SUPPORT STRUCT DURING CONSTRUCTION. „ • 1,s , . r4 J „ [y , + - . i, t ,.r ' I", ti ( ti, I ` T F}'t P ,i - - - r it . i tat ' : - + " f.. i h_L' t ( I t , t 1 t t'a 2 yc r I 1 p - #. , 7 . tt.,VtF r`_� o' z7 `1,, ay 9p , - - tr'hYis`hr ra 1. t t 't. i Jr (, 'K +f J, r F.F 4 , 11 ) I r i� � i 4 h .. y11I S��aby �wl 1.'k`" ,F r �jt, / • e:. .... ... . _ .. .. ... z• . .c. : 1 .. l... .. r. .. , .. .., .. t .. .. .. , G„ 0..'.:. ... ... .ti .. a.. -. _': :........,.. . _. 1. ..... t .i. ,a ,..1 , , ,. ., o. .. ,,, '1... Sw'Y , .. .. ]' 1 . .. � y .. .::. i .. H.... .. .. ..: ,.... ,. ., :,-.. . J .. >_h�.. - _ 3. ... , ...1: .a .: .. _. :.. r ::-. ..' ... .Vi _. !_. .. .. .. ..:. .... la. i A r, . r \ .$ , „err x .. �:. ... .:. ,,, I .. .:J .- r u � .� J -w,.. ,..r: ..,. ..'t .e. -.._.. .4c .} t. . � ... ,. F . . � - : , . . , _ _ ;., _:.: 1. , , , d a .... .. .. 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'� 1 .-, ... _rv.. _.., \ �i....t:�..e a. ..,. ..r _ c.4 mr_ ., �!, nu �x_. ... _. ... ,♦.� o .,m ,_ ..-.. > . ., .. ,. _ .,.r[L. ...i' ,• e, ,. v ...it+-.. .. t.-._ .. _f,,. ,.. •`t { _ - d. _ ..,_ v 7 ,. _ \ .. - _. _ i .� .. , f.. _ _ .. J, .-, t r .. 4 J v ._.... .. ..'�. . . l.r v ., -w .. .. , .- , i .. � ... � . _ .. ... _ , .,✓ . L' ..., ,- -. �.. ...... [[ ..5 .. 'Y .,-•l\ ,J; .t ad. t.. .L .4., .i .. -, s •at,: a ice. r , x .. t. %. .,r ,#J: .Z _,+,.:. _ , r .... '1•"'. r � 1 __.: ra. U. ... .. "d. ,. ._ ...... .. .... C , r _ . .. , � _ .Lt' f.i .•ri , Jr n J .c . a,., mss. s-. 1 ,' d . r, ...r. - _ 6 � .. _... ,. .- , ,. v �. ,,,..... 4 .. } . V , -. w 1 . [. 3 '7..fi r. __ � , «. { t :, r., r _ , . , __ � �.: r �.. ,4 ¢ aKJ r� w t � ♦ x � r ,.: rYv t n'_-_ _ Fi 1. TS .. Y 4. G ,K. •�) ♦ u F ., d ._ _ : n ,h • ��•r .i ,. a '.. • .-, , .. , S .. ...,,.5 '_., aJ .. <. .n. ..,' \.. ,.. Fr ! f -J s+ 7 i 2 ._�. rt a _ as \ _ _. r t , , fix. 6 7 8 -T --I I ____�L__ � P, i 1 -- . � ' I, BUI L.D;NG Zt-BUILDING 3 No -•r -m - . . ALJ 11-b: NG No. s ��/i�l --To CL-^R111'Y Co`N�T1(=)t- � -.L t... ,.v.. n..n1 r.:yLS,cL?,,..,ufj....:�:T s 0 1 6 x 1. ' rli-�1 / `Jn7q'i� i FIi .'L.,E:lw , ,. .. 777 5 7)1l r ,.4s1 �,n�Yt�, 71 yJi 1 tr'I'f ' tt 4 - - !I-1 r-',L`,}j• l�l,` 1 t}[ `,`Af - i t�} / J) 1 .ot *1/, rte ,; p '' ! ,� f �r X14 i a �,:,jt tita ,; iJ������....����[���['��•/i�l i�T'�T -Tfi S� y�� /�y� ��1 ,io, tL r 1 r', .. y J -i 41, ��IvN�`+ l / t7 ' - 1 Itlw 51� ; 1 fr,1� i i T I 11 L.../. >,; tNr1 ` ._...__1_.___�I` } n+ a flisltt/1 - , ._ -1.______. t.a , t F 1 yr 1, . tS _._ ; t1 i -- {q " - -� - - , 11 - - 4-'�- t ,�' 1 1/ i , j"Py F\-,-----.Il �, , '; I iii' �1�; "! G1. "� ; ?, [, . I , j CONNECTION 'DETAIL B- 3 TO 4 z ,'f SCALE=V8'- I'-0' : U ,. < . 1.A .. w 1 ��I�1. ��, I II 1' I I d a s%z• �J1 : I f -1 r-- / `V 1./'sE�� ,. _ Q lir ` ILP t.^,����t' IfY �� v .11 '� Ngo) ..._ Sf-k�� UrJ I -7 N� � r, l I , co ' o, 1 g ��� n -_I --- �-� " W I �k Lj; � G' t. i ! II I. a - l --I-1• Z `` ' �� i�.. �+ I UNIT NJ - . GLL�• : �Vl 1� ;j,tt Iv -->�><-t-- - `7 � ., -- LOCATION SYMBOL coN 4' L :r i t' . SI 5 t rI i.1 _ _i _ _ _ I �� 11 - �p ; o i L O;, `1t t,' E F,r4, .0 `" ,'� !� J x'� , i11 C J :. . •, I TRUSS NOTES A WOOD TRUSSES SHALL BE FURNISHED BY A LICENSED FABRICATOR IN ACCORDANCE W/DESIGNS PREPARED BY A REGISTERED PROF ENGINEER. B , TRUSS DESIGN, SHOP DRAWINGS, AND FABRICATION SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE ARCHITECT. C DESIGN AND FABRICATION OF TRUSSES SHALL MEET NATIONAL DESIGN SPECS FOR STRESS GRADE LUMBER AND A.i.T.C. LATEST REVISIONS. SPECS FOR LIGHT METAL PLATE CONNECTORS SHALL BE BY THE TRUSS PLATE INSTITUTE LATEST REVISIONS. D CONTRACTOR SHALL ADEQUATELY BRACE TRUSSES DURING ERECTION, AND NO CONCENTRATED LOAD SHALL BE APPLIED UNTIL TRUSS ROOF SYSTEM IS COMPLETE. I y SR 4. F , 4.1 ' rl „ t ,", . s , (!i o pJ, i 2 y{)i' 0 ,� k> i- ua, J t :, :I �' LLc��'I. a it 3 1 t W J� F11 © Q W gg O1 4 .1t$. r jJ V ' ,t 4 IL ({ V W i. W• rft4 r P� Q F .y a): U '� �1 v Y , . - = Q y;>i. r Y; 1 la , l O., Mk( ''1J 1 - ttl J/ T. 0 x f , ;� . m t : l Ski r / ? (tX ss , A -. O '� d L / I _ 11 ' ' . - t v"1 ' zQ1JF t�Y D, 7�}} r , t 6 ¢r� ) ' it ''� - I 1 r'i(,1." Q 1� .1jj �,Jr . I ., Wf n t� 1 ,Il ,I p f l. i. t/ �y rt (, r p ' X i tr f o r 1, r ', 3 t l �l tb 4, b1, t r ,' f, Y 1, �� �t , " L L I [ ',�4 L ,'m h t+t��1347f'n.. a' t b 1" ) � E;t . a' rf r . TYPICAL FLOG- �P J '''''' I e. 1\ . PLAN s s Jr t.,_ , t, S'• , 1 r :r : �I��r'�'}1('n� l� , �.tir I t r f n11 J 1. 1 .q �� I {j , 1{,+:,,,, " - ;i,)iIII r 1�J( tit}s•n �ia`t1,lr ' 1� (.• tr' 3M3 1 I : 11 t1 4'i,�I (1 t' ` ir:: 4 1 }"i` / . 11 ! f ,Ica. - ' -`1 ra ,N't,J 1{1'ri .. gra , tl1{ ;h*trt 1�,( , 1�I. wti 1r. - - . • 1, 93'. jtt .;il 1 J y A 2� 9j� 'r (h�[Qr;yJf1111 1 It 'PYA /^ iq} ft T(1 r i,['~I i". tt r j � „ . ., . KILr, N ,f?';', i4t7 , R, _ (, , , t, !t ' a: tl _I r:,., 1 t '•.,, ,;:'; r -q v h r.* ,� { r _ t r,,, , if. r>•y+ it, , 341 L.a. 3 :./ , I,r '/ r ,_ .. -i. r _ . r. ..a. + i r. ... 2 . -, . ,. .. .. . ... a ......> F ., . .,, r% , ., r:. , •. . r. .. 1. .. �. .... _ _ .. .. .... .., .r. <.: '-. ... .. ._ _ 1 - .1 n ,.I. , ,. .. ,. .... _. ,. s ., ` - _ _... .. .. w. ... f. ,. ,, n _ .. _ t y' _ .:- 1 _ ... _ .} i.i ... .. .. y ,,.. ...: , .. , .. ... ..: ...-', ., :'. t ,,- :, ,.. :. r _., ,,.._,; ,.. .. r. ., I I" -r.:. .. , .. ,.. .. ...,.Js- .. __ .. , ..1. _. .I. .. ,. J-,,'- s 7 X 1 1 r , t i Y z �:. , I s 1" 'u Y 4 a f J. t �{ C' 4 1 R t �.. [ , •i t i �� • t � t � Y S f ah ry �. fr': -_ .1 Fr -n ur 3.Ir;.+a�s. ,- __. .,. _ .....,.. t ,__,. - .r a , c-•-�_._ t �. _. 3 . _ . f ,.; __ . ,. _ 9' "y ., ( _. , I r ' i .. � .L 1 I N .. F - b.7[-� � - 11F J: - 1� 11[CONNECTION i a l 2 --� I a 3 4.- _DETAIL_B_ I. TO 2 �],�- i 1 SCALP !/8 = i- 0'TI 1�� i� , 1�4 1:___l_ ji . lr�-,I II f 1 i U rl ►� . I 1� I - I _ _ _-�J l� . ----.---�--� '__-. -� . }.7 -- - 'i' 17 I- ----- - - .._. 1 I!%--L.LL�� - .a. < i ' TYPICAL =FLOOR __PLAN CA SLE- IA y�V - I'00 f rR , CONCRETE AND MASONRY NOTES A CONC BLOCKS AND ALL OTHER MASONRY UNiTS SHALL • BE MODULAR iN DIMENSION AND SHALL INCLUDE SPECIAL SHAPES ANO SIZES TO COMPLETE TME WORK • AS SHOWN ON TME PLANS. WHERE USED AS THE FtNiSHED SURFACE UNITS SHALL BE FREE OF SUR- FACE DEFECTS. 8 HOLLOW CONC MASONRY UNITS SHALL•CONFORM TO "STANDARD SPECS FOR HOLLOW LOAD BEARING CONC MASONRY UNITS". ASTM C-90.10 EXCEPT ASTM, GRADES S-1 AND S -II WiLL NOT BE PERMITTED. I I C WORK OF OTHER TRADES SHAL1 8E BUILT INTO MASONRY WORK, INCLUDING ANCHORS, WALL PLUGS AND ACCESSORIES AS WORK PROGRE55E5. SPACE r AND ALIGN BUILT-IN PARTS ACCURATELY. EXERCISE CARE NOT TO DISPLACE OTHER MATERIALS FROM POSITION. D ALL REINF CONC WORK SHALL CONfURM TO THE J, AMERICANCONC INSTITUTE AND THE REINF STEEL 1-1 INSTITUTE LATEST EOiT1ON. 't,>r E, ALL CONC FOR SLABS, TIE BEAMS, PiLE CAPS, AND ;x� FiLLED CELLS SHALL HAVE A MINIMUM COMPRESSIVE , 'STRENGTH OF 3000 PSI AT 2B DAYS. . r, ? F CONTRACTOR, SHALL ADEQUATELY BRACE BRIDGE AND -'v" t - SUPPORT STRUCT DURING CONSTRUCTION. „ • 1,s , . r4 J „ [y , + - . i, t ,.r ' I", ti ( ti, I ` T F}'t P ,i - - - r it . i tat ' : - + " f.. i h_L' t ( I t , t 1 t t'a 2 yc r I 1 p - #. , 7 . tt.,VtF r`_� o' z7 `1,, ay 9p , - - tr'hYis`hr ra 1. t t 't. i Jr (, 'K +f J, r F.F 4 , 11 ) I r i� � i 4 h .. y11I S��aby �wl 1.'k`" ,F r �jt, / • e:. .... ... . _ .. .. ... z• . .c. : 1 .. l... .. r. .. , .. .., .. t .. .. .. , G„ 0..'.:. ... ... .ti .. a.. -. _': :........,.. . _. 1. ..... t .i. ,a ,..1 , , ,. ., o. .. ,,, '1... Sw'Y , .. .. ]' 1 . .. � y .. .::. i .. H.... .. .. ..: ,.... ,. ., :,-.. . J .. >_h�.. - _ 3. ... , ...1: .a .: .. _. :.. r ::-. ..' ... .Vi _. !_. .. .. .. ..:. .... la. i A r, . r \ .$ , „err x .. �:. ... .:. ,,, I .. .:J .- r u � .� J -w,.. ,..r: ..,. ..'t .e. -.._.. .4c .} t. . � ... ,. F . . � - : , . . , _ _ ;., _:.: 1. , , , d a .... .. .. 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'� 1 .-, ... _rv.. _.., \ �i....t:�..e a. ..,. ..r _ c.4 mr_ ., �!, nu �x_. ... _. ... ,♦.� o .,m ,_ ..-.. > . ., .. ,. _ .,.r[L. ...i' ,• e, ,. v ...it+-.. .. t.-._ .. _f,,. ,.. •`t { _ - d. _ ..,_ v 7 ,. _ \ .. - _. _ i .� .. , f.. _ _ .. J, .-, t r .. 4 J v ._.... .. ..'�. . . l.r v ., -w .. .. , .- , i .. � ... � . _ .. ... _ , .,✓ . L' ..., ,- -. �.. ...... [[ ..5 .. 'Y .,-•l\ ,J; .t ad. t.. .L .4., .i .. -, s •at,: a ice. r , x .. t. %. .,r ,#J: .Z _,+,.:. _ , r .... '1•"'. r � 1 __.: ra. U. ... .. "d. ,. ._ ...... .. .... C , r _ . .. , � _ .Lt' f.i .•ri , Jr n J .c . a,., mss. s-. 1 ,' d . r, ...r. - _ 6 � .. _... ,. .- , ,. v �. ,,,..... 4 .. } . V , -. w 1 . [. 3 '7..fi r. __ � , «. { t :, r., r _ , . , __ � �.: r �.. ,4 ¢ aKJ r� w t � ♦ x � r ,.: rYv t n'_-_ _ Fi 1. TS .. Y 4. G ,K. •�) ♦ u F ., d ._ _ : n ,h • ��•r .i ,. a '.. • .-, , .. , S .. ...,,.5 '_., aJ .. <. .n. ..,' \.. ,.. Fr ! f -J s+ 7 i 2 ._�. rt a _ as \ _ _. r t , , fix. 6 7 8 -T --I I ____�L__ � P, i 1 -- . � ' I, BUI L.D;NG Zt-BUILDING 3 No -•r -m - . . ALJ 11-b: NG No. s ��/i�l --To CL-^R111'Y Co`N�T1(=)t- � -.L t... ,.v.. n..n1 r.:yLS,cL?,,..,ufj....:�:T s 0 1 6 x 1. ' rli-�1 / `Jn7q'i� i FIi .'L.,E:lw , ,. .. 777 5 7)1l r ,.4s1 �,n�Yt�, 71 yJi 1 tr'I'f ' tt 4 - - !I-1 r-',L`,}j• l�l,` 1 t}[ `,`Af - i t�} / J) 1 .ot *1/, rte ,; p '' ! ,� f �r X14 i a �,:,jt tita ,; iJ������....����[���['��•/i�l i�T'�T -Tfi S� y�� /�y� ��1 ,io, tL r 1 r', .. y J -i 41, ��IvN�`+ l / t7 ' - 1 Itlw 51� ; 1 fr,1� i i T I 11 L.../. >,; tNr1 ` ._...__1_.___�I` } n+ a flisltt/1 - , ._ -1.______. t.a , t F 1 yr 1, . tS _._ ; t1 i -- {q " - -� - - , 11 - - 4-'�- t ,�' 1 1/ i , j"Py F\-,-----.Il �, , '; I iii' �1�; "! G1. "� ; ?, [, . I , j CONNECTION 'DETAIL B- 3 TO 4 z ,'f SCALE=V8'- I'-0' : U ,. < . 1.A .. w 1 ��I�1. ��, I II 1' I I d a s%z• �J1 : I f -1 r-- / `V 1./'sE�� ,. _ Q lir ` ILP t.^,����t' IfY �� v .11 '� Ngo) ..._ Sf-k�� UrJ I -7 N� � r, l I , co ' o, 1 g ��� n -_I --- �-� " W I �k Lj; � G' t. i ! II I. a - l --I-1• Z `` ' �� i�.. �+ I UNIT NJ - . GLL�• : �Vl 1� ;j,tt Iv -->�><-t-- - `7 � ., -- LOCATION SYMBOL coN 4' L :r i t' . SI 5 t rI i.1 _ _i _ _ _ I �� 11 - �p ; o i L O;, `1t t,' E F,r4, .0 `" ,'� !� J x'� , i11 C J :. . •, I TRUSS NOTES A WOOD TRUSSES SHALL BE FURNISHED BY A LICENSED FABRICATOR IN ACCORDANCE W/DESIGNS PREPARED BY A REGISTERED PROF ENGINEER. B , TRUSS DESIGN, SHOP DRAWINGS, AND FABRICATION SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE ARCHITECT. C DESIGN AND FABRICATION OF TRUSSES SHALL MEET NATIONAL DESIGN SPECS FOR STRESS GRADE LUMBER AND A.i.T.C. LATEST REVISIONS. SPECS FOR LIGHT METAL PLATE CONNECTORS SHALL BE BY THE TRUSS PLATE INSTITUTE LATEST REVISIONS. D CONTRACTOR SHALL ADEQUATELY BRACE TRUSSES DURING ERECTION, AND NO CONCENTRATED LOAD SHALL BE APPLIED UNTIL TRUSS ROOF SYSTEM IS COMPLETE. I y SR 4. F , 4.1 ' rl „ t ,", . s , (!i o pJ, i 2 y{)i' 0 ,� k> i- ua, J t :, :I �' LLc��'I. a it 3 1 t W J� F11 © Q W gg O1 4 .1t$. r jJ V ' ,t 4 IL ({ V W i. W• rft4 r P� Q F .y a): U '� �1 v Y , . - = Q y;>i. r Y; 1 la , l O., Mk( ''1J 1 - ttl J/ T. 0 x f , ;� . m t : l Ski r / ? (tX ss , A -. O '� d L / I _ 11 ' ' . - t v"1 ' zQ1JF t�Y D, 7�}} r , t 6 ¢r� ) ' it ''� - I 1 r'i(,1." Q 1� .1jj �,Jr . I ., Wf n t� 1 ,Il ,I p f l. i. t/ �y rt (, r p ' X i tr f o r 1, r ', 3 t l �l tb 4, b1, t r ,' f, Y 1, �� �t , " L L I [ ',�4 L ,'m h t+t��1347f'n.. a' t b 1" ) � E;t . a' rf r . TYPICAL FLOG- �P J '''''' I e. 1\ . PLAN s s Jr t.,_ , t, S'• , 1 r :r : �I��r'�'}1('n� l� , �.tir I t r f n11 J 1. 1 .q �� I {j , 1{,+:,,,, " - ;i,)iIII r 1�J( tit}s•n �ia`t1,lr ' 1� (.• tr' 3M3 1 I : 11 t1 4'i,�I (1 t' ` ir:: 4 1 }"i` / . 11 ! f ,Ica. - ' -`1 ra ,N't,J 1{1'ri .. gra , tl1{ ;h*trt 1�,( , 1�I. wti 1r. - - . • 1, 93'. jtt .;il 1 J y A 2� 9j� 'r (h�[Qr;yJf1111 1 It 'PYA /^ iq} ft T(1 r i,['~I i". tt r j � „ . ., . KILr, N ,f?';', i4t7 , R, _ (, , , t, !t ' a: tl _I r:,., 1 t '•.,, ,;:'; r -q v h r.* ,� { r _ t r,,, , if. r>•y+ it, , 341 L.a. 3 :./ , I,r '/ r ,_ .. -i. r _ . r. ..a. + i r. ... 2 . -, . ,. .. .. . ... a ......> F ., . .,, r% , ., r:. , •. . r. .. 1. .. �. .... _ _ .. .. .... .., .r. <.: '-. ... .. ._ _ 1 - .1 n ,.I. , ,. .. ,. .... _. ,. s ., ` - _ _... .. .. w. ... f. ,. ,, n _ .. _ t y' _ .:- 1 _ ... _ .} i.i ... .. .. y ,,.. ...: , .. , .. ... ..: ...-', ., :'. t ,,- :, ,.. :. r _., ,,.._,; ,.. .. r. ., I I" -r.:. .. , .. ,.. .. ...,.Js- .. __ .. , ..1. _. .I. .. ,. J-,,'- s 0 0 u -- - —------- -- ISS'- 3%211 ' `E! �� I— — — — — — — — ;-- -- --- — — — — — - - -- _ i9 tij h.�- -� i� �I -- ,III I1 — —� I�'• 4��� p IIIII-', ��I1Ii �`-- ��. ;xz„311 -�I-1,- IIII I I F� I I � i � I I I O �L ' � � •_ 11 � I � _i � 101, CONNECT ION_ DETAIL(- u i, . 14 '`-- LL � J L_ -- •� L=--- —J - r — _n - i -� 10 - I 7 I . 1•p i d- 6 Io-� g I II 2� 112 211_ ��u - - FOUNDATION NPA RT FLOOR PLAN e LD G: I BLDG.3 SCALE 316°=I' -O” 0 P r fi CONNECTION DETAIL SCALE�3/I6°� I-0� CONSTRUCTION NOTES Ol THICKENED SLAB EDGE FOOTING 1'-6" DEEP X 1'-4" WIDE AT BOTTOM, TAPER BACK TO SLAB 4" W/3-05 BARS CONTINUOUS E M4 BAR CROSS AT 4'-0" O.C. OTHICKENED SLAB FOOTING 1'-6" DEEP X 1'-4" WIDE AT BOTTOM TAPER BACK TO SLAB 4!! EACH SIDE W/3-115 BARS CONTINUOUS C 44 BAR CROSS AT 4'-0` O.C. OTHICKENED SLAB EDGE FOOTING 8" DEEP X 8" WIDE AT BOTTOM TAPER BACK TO SLAB 4" W/1-115 BAR CONTINUOUS. O4" THICK CONC. SLAB W/6,.6 10/10 WWF OVER A 6 MILL VAPOR BARRIER ON CLEAN COMPACTED FILL TREATED FOR TERMITES. 0 4" THICK CONC. SALB W/6X6 10/10 WWF. G1'-4" WIDE X 10" DEEP CONC. FOOTING W/2-05 BARS CONT. C, CONC. BLOCK CELL FILLED W/CONC. & 1-45 0 BAR FROM FOOTING TO RACKED BEAM OR LINTEL COURSE AT TOP OF WALL. O8 8" CONC. BLOCK WALL 3'-6" HIGH W/LINTEL BLOCK TOP COURSE FILLED W/CONC. E 1-45 BAR. O9 16" HIGH X 8" WIDE CONC. CANTILEVERED BEAM SEE SECTION ON SHEET 7• 10 WOOD LANDING E STAIRS SEE SECTION ON SHEET 7. ,a inti is , cr•o 1 � P•t� Uti M1 r �7] P Fl ` LJ X . I f 4, a s . ry Iry a r { � L ! F k } I W QW Z 0 Z _ U- y t U J = *r Cf) (' w QCOI1 a r I W 0 W Z Z WZW I LL W a LL �. -� a ,L f W U ar W = i€ o z W 0 I` 7 Q Ki 4 w .t r ;I • �J a�3 i� � •jO- � -Cts �jl U 0 LLV Z u "'c I W, JILL 0 CL c; o OW �.r -J z >�I (.1% w o W E n. f' a I`'I U �I i a �4 O o O � W m� ' 2 m �• o c; oza 1 I o n 3 a x U Q d' I.• f � f FOUNDATION I` PLAN F f �I J g a , 1 2 �, �•�z. xx - r . r ris x. x 3) y Ci. J } r ,t3 r J e r ' r �n 1 _hxr ••�rr."tF^.lC�.k'.`etST7m. F!^drn u i, . 14 '`-- LL � J L_ -- •� L=--- —J - r — _n - i -� 10 - I 7 I . 1•p i d- 6 Io-� g I II 2� 112 211_ ��u - - FOUNDATION NPA RT FLOOR PLAN e LD G: I BLDG.3 SCALE 316°=I' -O” 0 P r fi CONNECTION DETAIL SCALE�3/I6°� I-0� CONSTRUCTION NOTES Ol THICKENED SLAB EDGE FOOTING 1'-6" DEEP X 1'-4" WIDE AT BOTTOM, TAPER BACK TO SLAB 4" W/3-05 BARS CONTINUOUS E M4 BAR CROSS AT 4'-0" O.C. OTHICKENED SLAB FOOTING 1'-6" DEEP X 1'-4" WIDE AT BOTTOM TAPER BACK TO SLAB 4!! EACH SIDE W/3-115 BARS CONTINUOUS C 44 BAR CROSS AT 4'-0` O.C. OTHICKENED SLAB EDGE FOOTING 8" DEEP X 8" WIDE AT BOTTOM TAPER BACK TO SLAB 4" W/1-115 BAR CONTINUOUS. O4" THICK CONC. SLAB W/6,.6 10/10 WWF OVER A 6 MILL VAPOR BARRIER ON CLEAN COMPACTED FILL TREATED FOR TERMITES. 0 4" THICK CONC. SALB W/6X6 10/10 WWF. G1'-4" WIDE X 10" DEEP CONC. FOOTING W/2-05 BARS CONT. C, CONC. BLOCK CELL FILLED W/CONC. & 1-45 0 BAR FROM FOOTING TO RACKED BEAM OR LINTEL COURSE AT TOP OF WALL. O8 8" CONC. BLOCK WALL 3'-6" HIGH W/LINTEL BLOCK TOP COURSE FILLED W/CONC. E 1-45 BAR. O9 16" HIGH X 8" WIDE CONC. CANTILEVERED BEAM SEE SECTION ON SHEET 7• 10 WOOD LANDING E STAIRS SEE SECTION ON SHEET 7. ,a inti is , cr•o 1 � P•t� Uti M1 r �7] P Fl ` LJ X . I f 4, a s . ry Iry a r { � L ! F k } I W QW Z 0 Z _ U- y t U J = *r Cf) (' w QCOI1 a r I W 0 W Z Z WZW I LL W a LL �. -� a ,L f W U ar W = i€ o z W 0 I` 7 Q Ki 4 w .t r ;I • �J a�3 i� � •jO- � -Cts �jl U 0 LLV Z u "'c I W, JILL 0 CL c; o OW �.r -J z >�I (.1% w o W E n. f' a I`'I U �I i a �4 O o O � W m� ' 2 m �• o c; oza 1 I o n 3 a x U Q d' I.• f � f FOUNDATION I` PLAN F f �I J g a , 1 2 �, �•�z. a -� `�' ria ,%i c ,,.i ''� � y-(-`_• �.... �.-. �z...t s. .�,., „R. t��. x. � ., .rt. �� . ..... „r .. .... � ��C fL: _ .. . e. i.'7i:a' � - a x ..... .. .. .. .. _ ✓• 1 u g`-ol CONNECTION DETAIL SC4E=3/16 _ 1-00 y AT N o � ix U tLd o� o f Q Z LL z tl U a -0 O J U•I a� a O (L no Q inn zW C� 0 ll i i t 10 0 2.�ol S'O 1c_ -:p FIRST FLOOR FRAMING PART FLOOR PLAN SCALE: 3160= I!-0it ev 271 I I �2 p BLDG: l & BLDG. 3 CONNECTION DETAIL SCALE:3/16 o I-0 CONSTRUCTION NOTES OI 12" DEEP PRE-ENGINEERED WOOD FLOOR TRUSSES SPACED 24" O.C. DESIGN FOR 3 BEARING POINTS 13'-3" O.C. O12" DEEP GIRDER FLOOR JOISTS TO CARRY LOAD FROM BALCONY. O3 PROVIDE WOOD X BRIDGING AS SHOWN. OPROVIDE WOOD FIRESTOP BETWEEN TRUSSES E JOISTS OVER TENNENT WALLS. 05 2 X 12 WOOD CANTILEVERED WOOD JOISTS 16" O.C. TRIM TOP OF JOIST TO CREATE SLOPE AT BALCONY -SEE SECTION SHT. 5. PROVIDE METAL JOIST SEAT CONNECTION TO ACCOMODATE LOADS UP E DOWN FROM CANTALEVERED JOIST. 0J 2 X 12 WOOD SUB FASCIA TRIMED.TO MATCH END OF JOISTS. 08 2 X 12 WOOD CORNER JACK. O9 DOUBLE 2 X 12 WOOD SUB FASCIA. 10 2 X 12 WOOD JOISTS CUT AS SHOWN. C) 3-2•X 12 CANTILEVERED BEAMS. r ) N o � ix U tLd o� o f Q Z LL z tl U a - O J U•I o. a O (L no Q zW 0 O >� U W FRAMING PLAN {n Z w (� z 1Q (n in U ll. W a LL U_ W J W U a W W 0 m 0 ~ w z W D~ 0 a vi M. a o � a o� 1 U o CZ C J O (L zW Z O >� U FRAMING PLAN € o w IL 1Q (n in U 0 O W m (T:. 0 m 0 a vi n S - O E 1 FIRST FLOOR FRAMING PLAN € �r E 3 t 717 .� !n�i�'t �.•'._1n< r , , ti t v ;. t T ;,-�'.'1�s.' , x +r tt.� rrv+/sn1=^11 7o.rr-sen .V A� f 4�i .�'. t i t`.. r :' ri �. t _� `�� a r 'a >'� r tit •', t t t , t �7 1 CONNECTION DETAIL SCALE -3/ 6`- I'-0— a. PRE-ENGINEERED ROOF TRUSSES SPACED 24" O.C. OP-2 1' ? 5'-0" CANTI-EVERED SECTION OF TRUSS. O2 r" OS WOOD FASCIA SEE DETAIL SHEET 6. 6 2 X 4 WOOD BLOCKING. IA "4 ry 2 X WOOD WEDGE BLOCKING SECTION 2 SHEET 5. \✓ 2 X 6 WOOD RAFTERS SECURED TO TRUSSES ONLY. ,I - UJI JOINT OVER ROOF THIS AREA v 5/8' TYPE -X DRYWALL EACH SIDE DBL. TRUSS. - 12 22'X36' ATTIC ACCESS. to n� O 1 U O w i, Q t (n Y a" is t"I � 5 X 0 x i W Ia N ' o s* W - W cr o >�i u— r x: t Q. Q s w co N Qco r t U o W U) xF , w a f z t � IL i 0 ROOF FRAMING N PART FLOOR PLAN SCALE: 316% 1 0" BLDG M BLDG.3 MA i CONNECTION DETAIL SCALE: 3161= I-0 j1 CONSTRUCTION NOTES 0 PRE-ENGINEERED ROOF TRUSSES SPACED 24" O.C. OP-2 1/2" CANTILEVERED SECTION OF TRUSS. ? 5'-0" CANTI-EVERED SECTION OF TRUSS. O2 r" OS WOOD FASCIA SEE DETAIL SHEET 6. 6 2 X 4 WOOD BLOCKING. ( 7) "4 ry 2 X WOOD WEDGE BLOCKING SECTION 2 SHEET 5. \✓ 2 X 6 WOOD RAFTERS SECURED TO TRUSSES ONLY. 10 0 1� UJI JOINT OVER ROOF THIS AREA 0 ROOF FRAMING N PART FLOOR PLAN SCALE: 316% 1 0" BLDG M BLDG.3 MA i CONNECTION DETAIL SCALE: 3161= I-0 j1 CONSTRUCTION NOTES 0 PRE-ENGINEERED ROOF TRUSSES SPACED 24" O.C. OP-2 1/2" CANTILEVERED SECTION OF TRUSS. ? 5'-0" CANTI-EVERED SECTION OF TRUSS. O2 X 4 WOOD RIDGE CATS. OS WOOD FASCIA SEE DETAIL SHEET 6. O6 2 X 4 WOOD BLOCKING. ( 7) WOOD FASCIA SEE SECTION 2 SHEET 5. 0 2 X WOOD WEDGE BLOCKING SECTION 2 SHEET 5. \✓ 2 X 6 WOOD RAFTERS SECURED TO TRUSSES ONLY. 10 0 L4X4XL/4 LEDGER. PROVIDE A WALL/ROOF EXPANSION UJI JOINT OVER ROOF THIS AREA v 5/8' TYPE -X DRYWALL EACH SIDE DBL. TRUSS. - 12 22'X36' ATTIC ACCESS. m W U a 1 � M _ o L) O0 fW.. A Y a _ 0 -o z k - UJI ct L0 '7 Q to I oil� O >� U O w Q t (n Y a" is O � X 0 x i W N ' o s* W - W cr o Z u— x V / Q. Q w co N Qco r U o W U) Z w a W z w � IL W LL U W z m W U a _ o L) O0 fW.. A a _ 0 -o z W J UJI ct L0 '7 Q to m OY 1, UL o L) Z A ROOF FRAMING PLAN W J O off. ct ZOJ z O >� U O w Q t (n Y a" is O � X 0 x a W X^^.. ' O a: f 4 r m w f 1, o L) A ROOF FRAMING PLAN w f 1, •-......w.+..:........ .. - ,.t v. ,. _'t �:. ;. .. ...' a :-':err. �:, , �s. :'..'. - .':._I. 1t :e° .� ati , aLol s 0 _ SCALE I — 3/4 — ; cr.. 5 • ' . A r. ,, , 1 a -=SEE=NOTES'::ON - . - - - t .•u, u...___i}_ tii -0 t e ff+ t 1 e -: l 1�. R} I p ._,_ - T Y :. ,. 1 ..:,..+..:s.:a.,...;..i:� ...._. ��.+. w REQUIRE® } t 7 N• FIRE ..f :.. ... . . ... ..... .... ... a... ., .... -. ,.... ..Y"+`!fn'?"!,. ,. ...„... a.00r1.nese....•.-...........,.w,�.-_..._ ��_ _ . ,-F_. •1' .. ,..- t, .t .. 0 1 I 4'� RATING 1 HR.—CEILING PER S.B.C., APPENDIX B. TABLE -7, PAGE 46 (5/8' TYPE -X ON EXPOSURE SIDE). 1 HR. -WALL PER UL, TEST R3501-47.48 (5/8' TYPE -X BOTH SIDES OF 2X4' STUDS) 1 HR.—FLR./ CLG. PER UL, TEST R9500-1 (5/8' PLYWOOD WITH 318' PARTICLE BOARD UNDERLAYMENT ON 24' O.C. WOOD TRUSSES, HAVING 5/8' TYPE -X GYP. BD. ON RESILIENT FURRING.) - .'.. �'d:f. -a• `+ t. '�!"'y� ,!lam �. r xrt� tk• J ':+.: lF �. `x'M.,1F°t� 44'i"^3!?I?F'.T*Tq"i1'',T#:?Y:..,... +,n.75i!"ti *'� .. ., .,. .._. .:. ,... .._ ,.,. •_".,.w..:::....,.,�.�1.-..t�. \ � , , • , .I. ,. . ' e .. .': .— :;.. ....: .. • '�:�:: _..�.: a .. v __._ 1:._. � .. q' •.`1 ..{. .. .'•.4.1..1_ !.. .,. .. . -.. 1 -4- 1. s` W Qz;; Z LL O J_ =rt. d Q C13W 0 � 2 L T t W Z �N W W Q U. U" 7 g# cW 6 W • OC � ff O O ' C ti. Z0. F, 46 e ``a ` r g: s O LL W j> .1 0 W (, W O ": W s 0. VI Q ° E is U `P IC p' ;5 E yA R i W 0] O e ' t— LL n � t ' a` WALL_ SECTIONS.' 7 �' • li 9Q _ cr.. \ - - - t .•u, u...___i}_ tii -0 t e ff+ t 1 e -: l 1�. R} I p ._,_ - . +�--.•='S�•,.., '.:....:b..i(.a:,.ii:,...�L.utu�; ..r .-,.,u,..,.:..d�aal r,. ..:,..+..:s.:a.,...;..i:� ...._. ��.+. w REQUIRE® AggrunLYS FIRE 1 I 4'� RATING 1 HR.—CEILING PER S.B.C., APPENDIX B. TABLE -7, PAGE 46 (5/8' TYPE -X ON EXPOSURE SIDE). 1 HR. -WALL PER UL, TEST R3501-47.48 (5/8' TYPE -X BOTH SIDES OF 2X4' STUDS) 1 HR.—FLR./ CLG. PER UL, TEST R9500-1 (5/8' PLYWOOD WITH 318' PARTICLE BOARD UNDERLAYMENT ON 24' O.C. WOOD TRUSSES, HAVING 5/8' TYPE -X GYP. BD. ON RESILIENT FURRING.) - .'.. �'d:f. -a• `+ t. '�!"'y� ,!lam �. r xrt� tk• J ':+.: lF �. `x'M.,1F°t� 44'i"^3!?I?F'.T*Tq"i1'',T#:?Y:..,... +,n.75i!"ti *'� .. ., .,. .._. .:. ,... .._ ,.,. •_".,.w..:::....,.,�.�1.-..t�. \ � , , • , .I. ,. . ' e .. .': .— :;.. ....: .. • '�:�:: _..�.: a .. v __._ 1:._. � .. q' •.`1 ..{. .. .'•.4.1..1_ !.. .,. .. . -.. 1 -4- 1. s` W Qz;; Z LL O J_ =rt. d Q C13W 0 � 2 L T t W Z �N W W Q U. U" 7 g# cW 6 W • OC � ff O O ' C ti. Z0. F, 46 e ``a ` r g: s O LL W j> .1 0 W (, W O ": W s 0. VI Q ° E is U `P IC p' ;5 E yA R i W 0] O e ' t— LL n � t ' a` WALL_ SECTIONS.' 7 �' • li 9Q ............. zz. 14 21 -CONSTRUCTION NOTES 10 CLASS A ASPHALT SHINGLES N 150 FELT OVER 1/2" COX PLYWOOD SHEATHING. 02 PRE-ENGINEERED WOOD TRUSSES SPACED 24" D.C. 5 3 HURRICANE METAL ANCHOR STRAP @ EACH TRUSS. I yak 4 METAL DRIP FLASHING. Nk 5 1 X 6 RED WOOD FASCIA. 6 1 X 8 RED WOOD FASCIA. 7 1 X WOOD TRIM TO FLUSH BOTTOM. 8 5/8" T-111 PLYWOOD SHEATHING. U) UJ Ir 9 SCREEN VENTS 12" X 6" - 4'-011 D.C. z 0 38 1 STUCCO ON WIRE LATH OVER 1/21' INSULATION BOARD. _j z LL (TRIMMED DOWN) BLOCKING. 11 2 X 12 12 1 X 6 T&G WOOD DECKING, iii cn w 13 2 X 10 WOOD SUB FASCIA CONTINUOUS. (n m 14 2 X 12 WOOD CANTILEVERED JOISTS. TRIM TO < 0 UNIT & SLOPE CANTILEVER SECTION FROM 10 1/2" TO 9 lh". 10 1/2" IN j 0 I(I1 I� �'—_ 14 z4 RED WOOD HAND RAIL SEE DETAIL 3 SHEET 6. ULL I I F_ w 106 ALUMINUM HAND RAIL. Z w —70 j —201 17 zp SLIDING GLASS DOOR SILL IN SEALANT. w W Z :8 1/2" ASPHALT EXPANSION JOINT MATERIAL. LZ W U. .3 8'k X 8" CONCRETE THICKENED SLAB EDGE W/1-45 BAR CONTINUOUS. 0 W 24I' \ z 21 COMPACTED CLEAN FILL TREATED FOR TERMITES. 077- _j 21 DOUBLE 2 X 4 WOOD TOP PLATE. 22 6" MINIMUM FIBERGLASS INSULATION. 3: 74- 5/8*'TYPE -X DRYWALL 13 Z 2 2-2 X 10 WOOD LINTEL. 0 SLIDING GLASS DOOR. 110 2§6 CARPET - SEE SCHEDULE. 2 X 4 WOOD SLEEPE41. r2 0 I 14 l23 36 4" THICK CONC. FLOOR SLAB V1/6X6 10/10 wW=. C2 9) 6 MILL VAPOR BARRIER. THICKENED SLAB EDGE FOOTING 1'-6" DEEP X 11-401 WIDE AT • BOTTOM TAPER BACK TO SLAB 4" W/3-45 BARS CONTINUOUS 04 BAR CROSS AT 4'-0" D.C. 31 METAL FLASHING AS REQUIRED. 7 382 WEDGED OVER HANG BLOCKING. 0 0 5/8' TYPE-X DRYWALL. LL. 2 X 4 WOOD STUDS 24" 0. C. z W 10 4" WOOD BASE. _j 3/4" PLYWOOD SUB FLOORING. nw a. 12" DEEP PRE-ENGINEERED WOOD FLOOR TRUSSES 24" D.C. 12 o r 57 SURE TREATED WOOD PLATE. SECURE BARRING z 2 X 4 PRESSURE W PARTITIONS W/3/8 0 BOLT S LEAD SHIELDS. JL 0 THICKENED SLAB FOOTING 1'-6" DEEP X 1'-4" WIDE AT BOTTOM LIJ C76 7 TAPbR TO SLAB 4" EACH SIDE W/3-05 BARS CONTINUOUS AND w I 16 04 BARS 4'*-011 D.C. CROSS. PROVIDE METAL JOIST SEAT CONNECTION TO ACCOMODATE LOADS UP 71) AND DOWN.� g, SSTUCCO ON WIRE LATH OVER 2 X 4 STUD FRAMING TO CREATE LOW 0 it WALL RAILING. 0 0 w 2 METAL FLASHING W1 STRING TYPE FRONT LIP TO HOLD DOWN TIGHT V6 D AGAINST TEG DECKING. 0, x W co 0 X2 8" CONC. BLOCK LOW WALL RAILING W/LINTEL BLOCK TOP COURSE L & 1-05 0 REINF. IN CONC. FILLED CELL AT ENDS. d a: 44 CONC. FOOT FOR LOW WALL RAILING - SEE FOUNDATION PLAN. 45 2X 4 WOOC STUDS 16" D.C. AT ALL EXTERIOR WALLS. 1/2" GYP. DRYWALL. 01 T- 4 7 BEARING FOR LINTEL OVER DOORS WINDOWS, AND SLIDING GLASS DR. J. ------ J2 STUDS FRAMING UNDER WINDCWS 24" D.C. c 0 DOUBLE STUDS It - DOORS. OF WINDOWS &. DOORS TRIPLE STUDS OF SLIDING GLASS 06 Ix _Z! Ic CL (50 2 X 4 RED WOOD CAP CONTINUOUS. 51 2 X 6 RED WOOD SIDE-) NOTE ROUNDED CORNEkS. DETAILSi& NOTES 6) a 5 'o - 1-ti 7 15 KT 7 F I 8 I Fb T11 _ _ _ _ '—_ Jv _ 1 1 I �Q I 1 , 0 r I — � IPI : ;�: iy I. -- • _ - - ;- _.— . - -- '- -- r•,•,.,,,,,._: r-�-...t:._.... I 1.-..L.. + I"'•_ __ __-_ r_ I- -- _ -- _ - - - __ ._— _ a,. rN_— ! C E' t. ' � • T._.L 1 . i _� � I ..1 - 1 � � ( n 1 I i v g DO ; a �2: SIDE ELEV. FRONT ELEV. CONSTRUCTION NOTES CONT. cow o 4 r _ Z W f, "_ 52 1/4" WOOD THRU BOLTS 24" O.C. W/5/8" 0 DOWEL PLUG @ ENDS. '^ Z}; O sV 53 PRESSURE TREATED 1 X 2 W000 CONTINUOUS BLOCKING. � `Z 54 3/8 0 WOOD SCREWS X 4 LONGLL . t� 55 1 X 2 WOOD CONTINUOUS BLOCKING. .�74t it g 2-2 X 4 WOOD LINTEL OVER WINDOW 6 ENTRY DOOR. n '. _. %i J _�• - - 57 2 X 4 STUD. _ 0 58 2 1/2" WIDE TRIM. 0 I X 2 WOOD DOOR FRAM. Tb - Ft V INTERIOR BI -FOLD DOOR. Q M t 5 t I• I —_ I 1 I I I SEALANT CASING BEAD. AROUND ALL DOORS AND WINDOWS. _ 1 111.. I 62 a��� �' . I ~—; �' -' r I r � �._� • r -• - �� I' r - ' '�--jI —'� .! �� � ,( 1 j—� ,1 — I (Q� Yirt�nx�q�er, ,-+ryr>; i' I'C. -_ ' _ --_jfII - �. '-nI1,1 .__,Il _ �I I — ,' i�l- I1 { ._.—_-r'� .— 'I = --_-I-._- -- ---- =1+ ----. - -- i --'� `—I ---_ -�-i —T lit ; ►1 � I' I �_�I �I _ -I -- 11 DEGREES. BEAD. 1 X 4 WOOD FURRING STRIP W/TRIMEO EDGE AT 67.5 WOOD STOP 1/2" X 1 1/4". - STUCCO CORNER ' /r 1 1/4" X 1 1,14" DOOR FRAME. . 4 �L lrI METAL BI -FOLD TRACK. '^ : II I EXTERIOR BI -FOLD DOOR. SCALE s =1-0 REAR ELEV. i I l O I I II II j ' I I II II �! 69 ALUMINUM THRESHOLD W/VINYL WEATHERSTRIP PEMCO 4 = O_j 1 � • 1 X 4 1/2• DOOR FRAMING.- + �� I �j 71 HOLOW CORE DOOR. ii l 7 y 1 I I •I 'I .I Y /�q� __ U _ L it it _ ---d. _. _ ' 1 LLL✓✓✓111 I _..I 1 X 4 OAK SADDLE. 0 4i , � 72 , Q. W THIN SEAT TILE OVER BATH FLOOR. ' 1. C, SEALANT FLASHING UNDER DOOR E BOTTOM OF WALL. W Z }; 1 X 2 WOOD BLOCK STRIP. W f ! J''' ��•—` I ; I� I I. �t ' (I — 1 \ t` •„�- J 76 ALUMINUM WINDOW FRAME. 3 I O 2 X 4 SUB SILL. V c9 7 cii � l 1 X WOOD SILL. Y Qt 7 8 o P J --' / - -' ' I I I� 1�,�L (l \ 79 1 1/4” X 4" WOOD DOOR FRAME. 'r _ 80 1 X 2 WOOD STOP. II i I 0 x,r ` I I i, --•- {Y, 81 SOLID CORE WOOD DOOR. co ' !1 1/ X 5 OAK THRESHOLD TRIMED AS SHOWN. ,!__'' I i .� ---t-' i i�l •I.:_�". +'_ _._ .6 I _. -� ---------. 1 .. �, 82 4++ ++ � m T `iV y iT,�} Y V Still.. 09 •, Y, r. ll� SIDE ELEV._ 3:'�___ � © �I o %� 4 _ J / •. ; i 136 n.— -� I NOTE EXTERIOR �I �L I ;► ! FOR NOTES THIS SHEET SEE SHEET 8 ELEVATIONS ----------=--� 7 SECTION THRU PENTHOUSE 2 SECT ION THRU STA I R-�- _�• 7 cICAL 7la7"I_n P ( aci r.i P,.a , :'yf '' �{ rG :Y %2 I'S •:( :i .R°` e 1 4 f rtill > h y( z r '". is '_.:. d... 'a s. z 1. q h . ... __ _ -. .' _. _ .__. _... _t _._.. _ .._ _..-_•_-_: .__.. ... _.G - 1 ^� ...). .'�y ... ... .. -. _. ... ...... .. ... 3 .a.., YR .L,... • • •.. ..... C. A ti. a a • .. ... ...... _ ... _... .. I.. � ._.-,.. ,. Sl r.:.. ... ..I♦ 's. -•r> .. .. �.. ... ... .... ;. -•_ ..s : r -.. :... a -, _ �... ...� t•,,.' .. ... ...... • .., , <. ., r n .I..K v rv.,.•_ '11 _,.i ... a .. Y.,_..- 4. ... ... v... 'l.. _ -.. <r }n.. ...... .. ..4.5. .,ti• Y.. .G•+-. L 1. lw. .+..•vl. )... _... .. .. 0. _..r ... ♦. .. ..r� }".. : ::... 3N• _.... .-: J4._ .. ... S _.•1. V.. ... .. ..., 4_..- .._ .:.. .. ...... i .l 4r 10F j3 •' 1 ' ._. .;I .. _ _ _ _ '—_ Jv _ 1 1 I �Q I 1 , 0 r I — � IPI : ;�: iy I. -- • _ - - ;- _.— . - -- '- -- r•,•,.,,,,,._: r-�-...t:._.... I 1.-..L.. + I"'•_ __ __-_ r_ I- -- _ -- _ - - - __ ._— _ a,. rN_— ! C E' t. ' � • T._.L 1 . i _� � I ..1 - 1 � � ( n 1 I i v g DO ; a �2: SIDE ELEV. FRONT ELEV. CONSTRUCTION NOTES CONT. cow o 4 r _ Z W f, "_ 52 1/4" WOOD THRU BOLTS 24" O.C. W/5/8" 0 DOWEL PLUG @ ENDS. '^ Z}; O sV 53 PRESSURE TREATED 1 X 2 W000 CONTINUOUS BLOCKING. � `Z 54 3/8 0 WOOD SCREWS X 4 LONGLL . t� 55 1 X 2 WOOD CONTINUOUS BLOCKING. .�74t it g 2-2 X 4 WOOD LINTEL OVER WINDOW 6 ENTRY DOOR. n '. _. %i J _�• - - 57 2 X 4 STUD. _ 0 58 2 1/2" WIDE TRIM. 0 I X 2 WOOD DOOR FRAM. Tb - Ft V INTERIOR BI -FOLD DOOR. Q M t 5 t I• I —_ I 1 I I I SEALANT CASING BEAD. AROUND ALL DOORS AND WINDOWS. _ 1 111.. I 62 a��� �' . I ~—; �' -' r I r � �._� • r -• - �� I' r - ' '�--jI —'� .! �� � ,( 1 j—� ,1 — I (Q� Yirt�nx�q�er, ,-+ryr>; i' I'C. -_ ' _ --_jfII - �. '-nI1,1 .__,Il _ �I I — ,' i�l- I1 { ._.—_-r'� .— 'I = --_-I-._- -- ---- =1+ ----. - -- i --'� `—I ---_ -�-i —T lit ; ►1 � I' I �_�I �I _ -I -- 11 DEGREES. BEAD. 1 X 4 WOOD FURRING STRIP W/TRIMEO EDGE AT 67.5 WOOD STOP 1/2" X 1 1/4". - STUCCO CORNER ' /r 1 1/4" X 1 1,14" DOOR FRAME. . 4 �L lrI METAL BI -FOLD TRACK. '^ : II I EXTERIOR BI -FOLD DOOR. SCALE s =1-0 REAR ELEV. i I l O I I II II j ' I I II II �! 69 ALUMINUM THRESHOLD W/VINYL WEATHERSTRIP PEMCO 4 = O_j 1 � • 1 X 4 1/2• DOOR FRAMING.- + �� I �j 71 HOLOW CORE DOOR. ii l 7 y 1 I I •I 'I .I Y /�q� __ U _ L it it _ ---d. _. _ ' 1 LLL✓✓✓111 I _..I 1 X 4 OAK SADDLE. 0 4i , � 72 , Q. W THIN SEAT TILE OVER BATH FLOOR. ' 1. C, SEALANT FLASHING UNDER DOOR E BOTTOM OF WALL. W Z }; 1 X 2 WOOD BLOCK STRIP. W f ! J''' ��•—` I ; I� I I. �t ' (I — 1 \ t` •„�- J 76 ALUMINUM WINDOW FRAME. 3 I O 2 X 4 SUB SILL. V c9 7 cii � l 1 X WOOD SILL. Y Qt 7 8 o P J --' / - -' ' I I I� 1�,�L (l \ 79 1 1/4” X 4" WOOD DOOR FRAME. 'r _ 80 1 X 2 WOOD STOP. II i I 0 x,r ` I I i, --•- {Y, 81 SOLID CORE WOOD DOOR. co ' !1 1/ X 5 OAK THRESHOLD TRIMED AS SHOWN. ,!__'' I i .� ---t-' i i�l •I.:_�". +'_ _._ .6 I _. -� ---------. 1 .. �, 82 4++ ++ � m T `iV y iT,�} Y V Still.. 09 •, Y, r. ll� SIDE ELEV._ 3:'�___ � © �I o %� 4 _ J / •. ; i 136 n.— -� I NOTE EXTERIOR �I �L I ;► ! FOR NOTES THIS SHEET SEE SHEET 8 ELEVATIONS ----------=--� 7 SECTION THRU PENTHOUSE 2 SECT ION THRU STA I R-�- _�• 7 cICAL 7la7"I_n P ( aci r.i P,.a , :'yf '' �{ rG :Y %2 I'S •:( :i .R°` lyi 1 ^� ...). .'�y ... ... .. -. _. ... ...... .. ... 3 .a.., YR .L,... • • •.. ..... C. A ti. a a • .. ... ...... _ ... _... .. I.. � ._.-,.. ,. Sl r.:.. ... ..I♦ 's. -•r> .. .. �.. ... ... .... ;. -•_ ..s : r -.. :... a -, _ �... ...� t•,,.' .. ... ...... • .., , <. ., r n .I..K v rv.,.•_ '11 _,.i ... a .. Y.,_..- 4. ... ... v... 'l.. _ -.. <r }n.. ...... .. ..4.5. .,ti• Y.. .G•+-. L 1. lw. .+..•vl. )... _... .. .. 0. _..r ... ♦. .. ..r� }".. : ::... 3N• _.... .-: J4._ .. ... S _.•1. V.. ... .. ..., 4_..- .._ .:.. .. ...... i .l 4r 10F 1 ._. .;I .. .. ... - j i .. I. _ _ _ _ '—_ Jv _ 1 1 I �Q I 1 , 0 r I — � IPI : ;�: iy I. -- • _ - - ;- _.— . - -- '- -- r•,•,.,,,,,._: r-�-...t:._.... I 1.-..L.. + I"'•_ __ __-_ r_ I- -- _ -- _ - - - __ ._— _ a,. rN_— ! C E' t. ' � • T._.L 1 . i _� � I ..1 - 1 � � ( n 1 I i v g DO ; a �2: SIDE ELEV. FRONT ELEV. CONSTRUCTION NOTES CONT. cow o 4 r _ Z W f, "_ 52 1/4" WOOD THRU BOLTS 24" O.C. W/5/8" 0 DOWEL PLUG @ ENDS. '^ Z}; O sV 53 PRESSURE TREATED 1 X 2 W000 CONTINUOUS BLOCKING. � `Z 54 3/8 0 WOOD SCREWS X 4 LONGLL . t� 55 1 X 2 WOOD CONTINUOUS BLOCKING. .�74t it g 2-2 X 4 WOOD LINTEL OVER WINDOW 6 ENTRY DOOR. n '. _. %i J _�• - - 57 2 X 4 STUD. _ 0 58 2 1/2" WIDE TRIM. 0 I X 2 WOOD DOOR FRAM. Tb - Ft V INTERIOR BI -FOLD DOOR. Q M t 5 t I• I —_ I 1 I I I SEALANT CASING BEAD. AROUND ALL DOORS AND WINDOWS. _ 1 111.. I 62 a��� �' . I ~—; �' -' r I r � �._� • r -• - �� I' r - ' '�--jI —'� .! �� � ,( 1 j—� ,1 — I (Q� Yirt�nx�q�er, ,-+ryr>; i' I'C. -_ ' _ --_jfII - �. '-nI1,1 .__,Il _ �I I — ,' i�l- I1 { ._.—_-r'� .— 'I = --_-I-._- -- ---- =1+ ----. - -- i --'� `—I ---_ -�-i —T lit ; ►1 � I' I �_�I �I _ -I -- 11 DEGREES. BEAD. 1 X 4 WOOD FURRING STRIP W/TRIMEO EDGE AT 67.5 WOOD STOP 1/2" X 1 1/4". - STUCCO CORNER ' /r 1 1/4" X 1 1,14" DOOR FRAME. . 4 �L lrI METAL BI -FOLD TRACK. '^ : II I EXTERIOR BI -FOLD DOOR. SCALE s =1-0 REAR ELEV. i I l O I I II II j ' I I II II �! 69 ALUMINUM THRESHOLD W/VINYL WEATHERSTRIP PEMCO 4 = O_j 1 � • 1 X 4 1/2• DOOR FRAMING.- + �� I �j 71 HOLOW CORE DOOR. ii l 7 y 1 I I •I 'I .I Y /�q� __ U _ L it it _ ---d. _. _ ' 1 LLL✓✓✓111 I _..I 1 X 4 OAK SADDLE. 0 4i , � 72 , Q. W THIN SEAT TILE OVER BATH FLOOR. ' 1. C, SEALANT FLASHING UNDER DOOR E BOTTOM OF WALL. W Z }; 1 X 2 WOOD BLOCK STRIP. W f ! J''' ��•—` I ; I� I I. �t ' (I — 1 \ t` •„�- J 76 ALUMINUM WINDOW FRAME. 3 I O 2 X 4 SUB SILL. V c9 7 cii � l 1 X WOOD SILL. Y Qt 7 8 o P J --' / - -' ' I I I� 1�,�L (l \ 79 1 1/4” X 4" WOOD DOOR FRAME. 'r _ 80 1 X 2 WOOD STOP. II i I 0 x,r ` I I i, --•- {Y, 81 SOLID CORE WOOD DOOR. co ' !1 1/ X 5 OAK THRESHOLD TRIMED AS SHOWN. ,!__'' I i .� ---t-' i i�l •I.:_�". +'_ _._ .6 I _. -� ---------. 1 .. �, 82 4++ ++ � m T `iV y iT,�} Y V Still.. 09 •, Y, r. ll� SIDE ELEV._ 3:'�___ � © �I o %� 4 _ J / •. ; i 136 n.— -� I NOTE EXTERIOR �I �L I ;► ! FOR NOTES THIS SHEET SEE SHEET 8 ELEVATIONS ----------=--� 7 SECTION THRU PENTHOUSE 2 SECT ION THRU STA I R-�- _�• 7 cICAL 7la7"I_n P aci r.i P,.a , :'yf '' �{ rG :Y %2 I'S •:( :i .R°` I I a � CONNECTION DETAIL SCALE: 3/16 =1-0 f�7 u If Lo PART FLOOR PLAN SCALE 3/161xl�0q UNIT SQUARE FOOTAGE 1,050 0 . I e�N 7L BLDG. 2 r. ji a � CONNECTION DETAIL SCALE: 3/16 =1-0 f�7 u If Lo PART FLOOR PLAN SCALE 3/161xl�0q UNIT SQUARE FOOTAGE 1,050 0 . I e�N 7L BLDG. 2 • CONSTRUCTION NOTES MANSARD ROOF. (D 2 WOOD STUD PARAPET WALL WISTUCCO OVER. 3 CONDENSER PENTHOUSE. OASPHALT SHINGLES OVER 15/LB FELT. 81' CONC. BLOCK STAIR CENTER SUPPORT TO BE 1'-0" WIDE% AT TOP. uj Ix ALUMINUM WINDOW - SEE SCHEDULE cr 0 WOOD ENTRY DOOR. -j U. SLOPING FASCIA SEE SECTION 2 SHEET 5. HAND RAIL SEE DETAILS THIS SHEET. .011 10 ;a I% 811 CONC. BLOCK LOW WALL. m 11 DOUBLE FASCIA SEE DETAIL SHEET 6. 0 12 Cal L) SLIDING GLASS DOOR. UJ 0 WOOD FRAMED STUCCOED LOW WALL. NOTE LINES IN STUCCO 6" O. C. z j 8 FINISH 2ND FLOOR ELEVATION. z W . z 15 FINISH IST FLOOR ELEVATION. w u 16 P.V.C. FLOOR DRAIN W/SCREEN. F - z 17 2 X 4 WOOD STUDS 24" D.C. ATTACHED TO TRUSS W/PLYWOOD PLATE. 18 STUCCO ON WIRE LATH OVER INSULATION BOARD. 7, 3: 19 F- 2 X 4 WOOD BLOCKING BETWEEN JOISTS TO SECURE PLYWOOD. 0 0 Z 20 P.V.C. DRAIN PIPE END. w ug yitr 21 METAL CAP FLASHING. WOOD STUB STUD SCABBED TO EACH TRUSS. fEi ( WATER PROOFING MEMBRANE - 5 PLY MOPPED FELTS W/FINE GROUND 5 GRAVEL OVER. (9 1/2" COX PLYWOOD SHEATHING. (9 2 X 6 WOOD JOIST. 26 1 112" 0 P.V.C. DRAIN PIPE. 27 METAL FLAHSING. WOOD HANDRAIL. 28 (n 29 ALUMINUM HANDRAIL. - 0 11, -i ,30 1 X 6 T&G WOOD DECKING. LL 31 DOUBLE FASCIA SIMILAR TO ROOF SYSTEM. 32 DOUBLE 2 X 8 JOIST. 33 2 X 8 WOOD JOIST. 0 a. w 34 0 CANTILEVERED 8 X 16 CONC. BEAM W/2-116 TOP AND 2-04 z La :,tn '111 BOTTOM. #3 STIRRUPS 8"*O.C. Z 0 1/2" PLYWOOD SOFFIT. 36 CONC. RACKED BEAM W/2-#4 BARS. w (L 289 8" CONC. BLOCK W/HORIZ. JT. REINFORCED 1611 0 D7 C. ALUMINUM PICKET BETWEEN TWEEN STAIR G BOTTOM OF CANT. 39 2 X WOOD TREADS. 40 0 PROVIDE METAL SEAT CONNECTION TO STRINGERS. Ix aiy 318" EXPANSION FAST!NERS. 0 x uj m 42 2 X 12 STRINGER BOLTED TO BLOCK COL. 3:m co O 43 8 X 8 THICKENED SLAB EDGE W/1-115 BAR CONTINUOUS. a: WIDE X 10" DEEP CONC. FOOTING W/2-95 BARS CONTINUOUS. r. 10 8 41 FINISHES PLAN • CONSTRUCTION NOTES MANSARD ROOF. (D 2 WOOD STUD PARAPET WALL WISTUCCO OVER. 3 CONDENSER PENTHOUSE. OASPHALT SHINGLES OVER 15/LB FELT. 81' CONC. BLOCK STAIR CENTER SUPPORT TO BE 1'-0" WIDE% AT TOP. uj Ix ALUMINUM WINDOW - SEE SCHEDULE cr 0 WOOD ENTRY DOOR. -j U. SLOPING FASCIA SEE SECTION 2 SHEET 5. HAND RAIL SEE DETAILS THIS SHEET. .011 10 ;a I% 811 CONC. BLOCK LOW WALL. m 11 DOUBLE FASCIA SEE DETAIL SHEET 6. 0 12 Cal L) SLIDING GLASS DOOR. UJ 0 WOOD FRAMED STUCCOED LOW WALL. NOTE LINES IN STUCCO 6" O. C. z j 8 FINISH 2ND FLOOR ELEVATION. z W . z 15 FINISH IST FLOOR ELEVATION. w u 16 P.V.C. FLOOR DRAIN W/SCREEN. F - z 17 2 X 4 WOOD STUDS 24" D.C. ATTACHED TO TRUSS W/PLYWOOD PLATE. 18 STUCCO ON WIRE LATH OVER INSULATION BOARD. 7, 3: 19 F- 2 X 4 WOOD BLOCKING BETWEEN JOISTS TO SECURE PLYWOOD. 0 0 Z 20 P.V.C. DRAIN PIPE END. w ug yitr 21 METAL CAP FLASHING. WOOD STUB STUD SCABBED TO EACH TRUSS. fEi ( WATER PROOFING MEMBRANE - 5 PLY MOPPED FELTS W/FINE GROUND 5 GRAVEL OVER. (9 1/2" COX PLYWOOD SHEATHING. (9 2 X 6 WOOD JOIST. 26 1 112" 0 P.V.C. DRAIN PIPE. 27 METAL FLAHSING. WOOD HANDRAIL. 28 (n 29 ALUMINUM HANDRAIL. - 0 11, -i ,30 1 X 6 T&G WOOD DECKING. LL 31 DOUBLE FASCIA SIMILAR TO ROOF SYSTEM. 32 DOUBLE 2 X 8 JOIST. 33 2 X 8 WOOD JOIST. 0 a. w 34 0 CANTILEVERED 8 X 16 CONC. BEAM W/2-116 TOP AND 2-04 z La :,tn '111 BOTTOM. #3 STIRRUPS 8"*O.C. Z 0 1/2" PLYWOOD SOFFIT. 36 CONC. RACKED BEAM W/2-#4 BARS. w (L 289 8" CONC. BLOCK W/HORIZ. JT. REINFORCED 1611 0 D7 C. ALUMINUM PICKET BETWEEN TWEEN STAIR G BOTTOM OF CANT. 39 2 X WOOD TREADS. 40 0 PROVIDE METAL SEAT CONNECTION TO STRINGERS. Ix aiy 318" EXPANSION FAST!NERS. 0 x uj m 42 2 X 12 STRINGER BOLTED TO BLOCK COL. 3:m co O 43 8 X 8 THICKENED SLAB EDGE W/1-115 BAR CONTINUOUS. a: WIDE X 10" DEEP CONC. FOOTING W/2-95 BARS CONTINUOUS. 10 8 41 FINISHES PLAN 777777777777777777777777777777 8 777777777777777777777777777777