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Home My WebLink About2601 E. Airport Blvd 20786 Plans Pine Ridge ClubOffice Memorandum - - - x CITY OF SANFORD Ft flRID To K. Hovnanian Companies of Fla., inc. Date: 6/20/84 From : Fire Prevention Officer of Sanford Fire Dept. Subject: Pine Ridge Club Development/5000 Series Condominium 1. Smoke detector in each unit. 2. Stairs must conform to NFPA 101, 5-2.2.1.2 3. Handrail must conform to NFPA 101, 5-2.2.3.4 4. Bedroom windows must conform to NFPA 101, 22-2,2.1B Mi hael C. Hoening Acting Fire Preven MCH/ch Officer K. )t() V 1-4 A Per", -t + J- I �) v�Q `� 3D0«0o Rc I 10', 0 �, 1; ,�;. Yti. lr� + , Mid � + �` � 30124 L f , - L u- V ILL - P V7R � 1 W a— - 4 � i � VTR('T`li►►GA4) , 1 s ( 1 I W }- : r I i I I p sf. LAM � L jI M T V& Z ;r UTLL 1 T L N a 1 w KJTCW E N .3 Com S. ynr4- V + Vr` PO LAY. :E P 3 KITC H E 1J P i f�2 P'Z r'I P 2 L 4' w/�o+) GV.Al'N we iI - UTILITY P2 PI P2 r`t • � 1� 3 P3 3 P 3 a ac U s +c r r_ L I ING RIZOOMn't DIAGR A mM TO MITE 1,Etvt R 11 tj r LLI 0 ._/ G Z 161 li i 23-o -�7-4 4S-'4 3-1-4 `Lo"-O _- r /• .I ,, 1/ ,. 11 Ir i r' , , .l / i• ' t' ,.0 �' g��`Cy, �1��1�J�—��p. ..�, Ft,' -a-L1, _ 7-© 8 g �'-'2 5,G; �4. <�� - g= ," �, • 8 r�-8 -r ? 8 > 2 3-to < V _ 'uj U Co Adlbk • _� -- — J { � � r - -- --- � _sue _ � n. j ( U (n w td _ r� , � k - 1 , r 7t A E }" REI►JF. MNC20NKr" I 2 t�EE TYPICAL DETW l_ I-, i _ • a u C H 1 "i S N E E 1 d -° 5300 5300 5300 r 4 ♦ �9 C o i �..�; � �� ®� -� { �'- N NOTE ALL UNITS COMPLY WITH - THE FLA. MODEL ENERGY CODE UNDER SECTION 9 c0 t t0 `9 t , g% -7' 8` ,3 4I �,- 4 -4 . - c1,, 8'-'4 d 4 8 47 �� -- c3- 4 �3 4 I. 8- LL -- P - _ —._ ---- - — Co _—A ,_ --- - — ------ _ — r - - - - r • W C i 3 • }o , s 8 l _ 4 C ON C. �j I_ A 5 \v/ Ca x G 4 1 o/ I o \V -1V. r•") � \ OVER VPOR �ARK)�R )VEKCONPL\C-rErFILLi r`�-rF_MPC FOUNDATION NOTES: , � r BEEN DESIGNED FOR A MINIMUM SOIL BEARING � I , .�CpN�-t. o�EN1NG 1. FOOTINGS HAVE,� G� 7 Tu C 1 5 t1 2 CAPACITY OF 2500 PSI i \ .ON�T, �lT, — -�o a� a�acsc�J ,tl 5300 300 5300 5300 l ( o? I ,$ 2. ALL FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO MINIMUM 95% DENSITY. G.C. SHALL FURNISH SOIL ANALY- i �. ( N - 44 5 4 f 3- 4 2 �i ` G� T 8 2'3 r %� 13 1 c� I SIS REPORTS AS REQUIRED. �3 �.'� O13 _ 3. PROVIDE SOIL POISONING BELOW CONC. AS PER F.H,A. 8° f` 80 4 `.' rU F -C-- RE U I REMENTS . a 4. ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL FINISHED: ALL � n V1.1r EXTERIOR SLABS THRU BLDG. SHALL RECEIVE A LIGHT BROOM _� �,� �/ �;Ww r,I \ �G ✓✓/ W U O- A 7,�,��: t C�3 -�• - — - - - -- w CC Z CC 1p 5, OWNER SHALL OBTAIN A SUBSURFACE SOIL INVESTIGATION FOR I BUILDING SITES AND VERIFY THE SOIL BEARING I� co I i Z ( r ALL OF THE BUILD _ c , - E i 1 v �' w TY PRIOR TO CONSTRUGTIpN. I C I ''... Q I �J _ _) t - , ,•, /j ¢ ®� Z�' CAPACITY , F � 4-o W►VF_ IDES! , _A i Ir[ L 1. C E i_1_ VO i R W1 f I cc I j I ; l _ r A /� /� �( /� //ww -'-!1 1 PEAROC.K CONC. i , • . P f LI WHERE hNaWN CAN DRAWINGS i i , I L11. _ �, , " , rr ,r L .0 / - - 4-IN -'L C3-1 3' -C 9- Z. 7-U C1-g �'C� i -_4 5 V ERT. -Q o, e. MAX. - _ } _ r , _<� U l r4 7-4 F3 c3 _�I�8 '1 3-� ; - a ___ ,. - - - _.._,_ Q 1-.O O / 7 e 13 -� 3 I L _ _ ---- --- T-a --T l} - —_ - -T r J 8 FOUNDATION FLAN w/NO®KEV POWE L iN F TC33 - -- - --t - ,-�� scale., 1/ j' �� n' T� ? -_ __ . i - a li i Typ. BLOCK COLUMN FINFO CIN �-- scale: 3/4-� 1•s 0.. y i a,�lew, CORi , - �} 14 _ 1 _ t , s TG1�17E 17E-\vE=_2 To '217E. SE_\VE2 PLUMBING PLAN scaler 1/8"3 V- O' FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS L X W X D A _CONT. 2=6" 1' 6" 3 5 •• 8 CONT. 1'-4.. 1,-6" 3-95 ... - CONT. 2'-0" 1'-0 3 # 5 -�— CONT. 1'- 8" 1,-6"3-* 5CONT. ID 1'-8" 1'-6"` 3* 57-4" 2=0" 1-64 3* 5G4:0" 1 _0" 1,-0" 2 * 5 H 13=4 1-0` 8' 2 * 4 • ' t, _ x r, 11-4 • — t - i z I N W 5300 s f t-� Ci W • + v a 5300 i s l N � LL i N 02-0 AM ——f—'--- —.. -- — — SECOND. FLOOR PLAN scale: 1f8`= T- 01 1 I 2-2 iE 5-0 IIr-4 l0-8 Uj V.•m N '® N f t!#iM I IIIII El I ! 5300 � f . NOTE: �,EE SNT,AUG I 114" t oR ScnLE FLOOR PLb.lt 5 300 m oiJ F1 ' mUO 7N C, I�JLL %u Z TYF- u, E,e N [TY, Ci 2 ,�, 5'�� ►� �" FIRST FLOOR PLAN . _�-� scat 711,_::M - --------- -3 companies . _. ■ J L. L VZR 3 V T R L 3 VTR (TYP1cAl) (TYPIGAL) I � �1 W C pISP• LAV, T u F% W�M I wk v1w �c UTIL►TY LAv. 6p,T H I IS ITC14 1 'j COMb• W4-v-jCOM®, W tV n s HWk. W C LAY. Ko. sK 1 u e TGHE►� — w/ N+ f5 &T H L AV. VV U71L ITY a P- � F) PLUMBING RISER DIAGRAM WA -TER HAM MLR TE: - A2Ae5Toq _' ,CIA IO �P1 ,r,J E SQUARE FOOTAGES LISTED FAREBASED ON AN INTERIOR UNIT WALLS AND Q, CLUDING EXTERIOR NTER OF ALL PARTY WALLS. 1 D v° ►' If NOTE: ALL UNITS t THE FLA. MODEL Et UNDER SECTION 9 WATER RISER TYPICAL IBLOCK 13 COLUMN REINF scale: Wo 1% 0' FOUNDATION NOTES: 1. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 1500 PSI. 2. ALL FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO 11NIMUM 95 —DENSITY. G.C. SHALL FURNISH SOIL ANALY- SIS REPORTS AS REQUIRED. 3. PROVIDE SOIL POISONING BELOW CONC. AS PER F,H.A. REQUIREMENTS. 4. ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL FINISHED. ALL EXTERIOR SLABS THRU BLDG. SHALL RECEIVE A LIGHT BROOM FINISH. 5. OWNER SHALL OBTAIN A SUBSURFACE SUIL INVESTIGATION FOR ALL OF THE BUILDING SITES AND VERIFY THE SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. 6 II - 4N.•,"`.�.°' "tag: -. ,�,�:�.._ 5600 1� i F- � J� - I I I i l TO SITE SEWER �LTa �►E\Ya12 TO I 9 E W E R TO SITE SE WE.R PLUMBING PLAN WITH I scale: 1 1" - 0- CODE '3-7-4" 3 4-a$ 23r-Qt� '>-1 4 4r7_'4 e 1 3-� 1 �1 a -2 8 7 �_2,. 4' -- -- -- - pp , w,. 15 1! \ - -- 8 I - �' 8' �_� 4 r "� g `� Z "Co -0 8 2ff -(v'� a e %r 4 -8 8 - TV - - -- - -- - - — °-M r- T - r-- I N 4� — — — .14 _ v I (o ----J---- --—- A \E i — _ - — — — — Co 'F L- f �4 ' e j o N B c0 5600 00 5300 � I I 5300 5 3� cJ L� O N �T, .1 O I KIT j , • 8 ico— � o 0 4f, ' -� 8-4' 48-4 — — — �- 'r;:'YI Po I -I . •a I O I O W,W M r CONST. OPEN�►+ - lO W�PR6CA'ST LIr�TEI /� i OVER VAPOR Ep4.RR1EP�+COMPACTEp FILL pe,pVETO �E f5L0CKeL ,� `t o' 0 5600 .� 5300 5300 4,8; ., 0 5.. 0 0 � � Co'o - -' N 4-6 4-5 -• d -O WIDE DBl_ LAYER I I Q m �� °4 _� I I : I E 2'�' O F M L H I N SpL C► �i -' - I I �I /A -A I. N 5 EXT. �E ARI iJ G WALLS p` — OD -41 II - I00 F E � I � � 0 I - — — -- — -I r-- — — — CL — F I N 0 I i Z�s N i 0 eWit t , R x #r ua t*04 w 0 Z J k' Z Q x. n- 2 , i m V n JOcc'; ; w muo; w w � W JO u" 0 > WEE O z (f) _.. ®�Z' . t� f= ®Lo f v ---- --- u " p -2" -2 F 3-G 8 �. 47=4 % 8 8''8 a F I,-BI-0 4` S' I t 4 8at �° to 8 4 5' 4' 1 4 - 0-44 1 4 °, - 0 - •4 1 4' "- FOUNDATION PLAN s, 'scale: 1/8".`1'- 07 Com panies _7 r Z:. ... - _,. 30124 a s 1 1 r 11 . I " / d 1^ e 1 � 81 e 1 I %-2 a' 8 5-O 1I-4 I2-i!3 I1-4' S-® 8 -2 3-Ca 8-O 8 3'(� 9-2' r,� 5-4 IO-IO` I! 10 G>-� ---r-- -` - - - -N f i N • �f� � � 1 Ems TIC :Q y f `r r X O =AIP -} 5300 5300 a 5300 5600fi 1 „ 4 1 i 41l 4, 1 41r 5 •�=.411, x Ti : •O a t s 'O • : •� 2 { ow i11 IMP,N _ E�AsT F7a-TT �N5ULA,71OW Iu5ULAT1aJ ' Z. Q .r 5300 5300 N 5300 5600 /1\ 13, I,> N ♦ 1 I ' Aw 1'4 r •Nr �1 a i p • fp, b t avwtx� x _< •• t t p3 y s' c t . of 4 L noQ� �+a t g �} I It � Ir n d w la �7/ Q 11 11 1It 1 1• ^, ,� � .`-. 'ems �'`� ,K�a i n I 1 1 I __. 1 "--- u 1 1 r 1 r' 1® 1 I! 411 i'tIJ • tr C! O 81 9 L 3-�D 4! 4� �j-�D �/ 12u 8M 101 CP 8 l I -4 -O v -- `--�._� . 3-<0 4-0 4-0 3 (D I 9-2 8 X ' oj1 ' 4" r a!C ' 411 e34 2 �- D'-4 8 -Cl D I 8 4 -,4 8 13- R PLAN q �y 1 11 1 1� low ( 11 • u 1 I 1 1 4 d I " 1 u .r ,, 1 • 1 11 N i 'r P � la 1 r - -- 11-- �; 5-0 �a-T 3-� e-o 3-�, �•�" 5-0 1I-412��® ��-*� -o c8-2 -� e-o 3-� �- 8-; g-4 10-10" II-10 �►-e V f t _ - k yf t j , _ •�� U `I t` - Q • I ` HP t � RaIW. C:04 Gr III fill [fit 1 ►c. ❑ ❑ - �- 11 . r it a - --- -- _ 5300 5300 5300 5600 A 4 1=8" r" 1 1 N iOT 1E ."4GTU.1,�►L LOCATION OF 5ATT MATT i GTRICbL-CL�OSiLT i a 1tlL•T/aN 1 IN9uLa.Tion1 B_MTERMMEV-DY FF§ L f: 5300 5300 5300 56001� r - � tom✓ • h�IC o G� N6? T ; -fit" ' I Co N�T�'c®� �HTiS ��I5 q � N -��---II �t�"= V�•M ��'�1.i9 1 �� s}• I{ r°✓C.�'`l�lE+ 4 U f��itJl2- f�IJ�o 14' y I' e-XP. il..G�G12 pL>.N`'G+ t Fl:,[�I� V .J O cc pry El W coQ0 l uj LL 1 4i l_J I H Z ��o :o _I I i D = W .. Z VERIrY 1Z6.Q to ao r � d N--�4�♦-�w ja 1 •ac �K(liR i •� Lo - -- / II V .I u 1 .Ir 11 1 I• !� ! N ! r' ! 1 t I i� l a '' 1 M 1 • - 1. - 1 f 1 I i l l 411 l0 8 -Z" 3'� 4=0 4'-t� '�'� •'%-2 j-0 ii'- 1T..::8 11-4 °t Q 8 .9-, f ,+��: „--- 3-� 3•�0 ' 1• , t , r r ' _:.-+ _..-ems.._.._ _,,.,,. - ,t*... N - N �.. , 'liar _ r _ _ f �-� _ r — - o e + l � no fA`:.. is ti trt s:r - x , �z� 3 ' r . J - .. s..,. .., :. ,... r .a:. •. _. �.. .. .; .. .... ,.. .. n. ,.4 ✓s ,w. .-. s '•:u`i a.7 axE r,_. x'�... z .. ... .. ..:. ..:- : _ � -.i. .. . ..., .. ,+� .: ., '... :. ..ax .. .: .. .,. ..... .,.......� r...✓aw.a4,. ..._, _..«,....`�,s`-.._,a'-ws3 �d1 .t��i�',�•1.�°a�;u»� =�t�G•. "�„t _. .___ —_. ... ' s _ 0 r g STRUCTURAL SPECIFICATIONS FILLED BLOCK CELL COLUMNS: A. Cleanouts shall be provided in the bottom tier of the section being poured and shall be at least (3" x 4") by cutting a part of inside face shell. All fins and other foreign matter from = -- grou't space shall be removed by acceptable procedures. The t clean out shall be sealed after inspection by the Owner's rep--- resentative, prior to grouting. - - - -� B. Excess mortar shall not extrude or project into the grout space in excess of 3/8 inch. C. Vertical cells to be grouted shall have vertical alignment suf- ficient to maintain clear unobstructed continuous vertical cells N measuring not less than 2" x 3". - D. All reinforcing steel shall be inspected in place before grouting. - s E. Where the miniumum clear opening of an unobstructed vertical grout case is two (2") inches or less in both horizontal and vertical 1 0 direction, sand -cement (mortar) grout shall be used. When the _.. grout space is greater than two(2") inches, structural concreteUTF with 3/8" inch top size aggregate shall be used. KA F. Grout shall be suitable for pouring or dumping without segregation of the constituents and shall be mixed thoroughly, having a slump _ of 9" inches plus/or minus...,one inch„ Slump tests shall be per- N formed in accordance with ASTM C-143. Grout shall be 3000# psi strength pearock pump mix. G. Grouting shall be done in a continuous pour, with a maximum total pour of twelve (12) fee,;. It shall be consolidated between lifts - - Q by puddling, rodding or mechanical vibrations during placing and 1 - -- - _ - _ � Et�1T_L(�� fPAi�TIT(Ot�_ reconsolidated 12 to 18" into the preceeding lift after excess 0[3 t0rT.00N_c7 I _4-HtLl". r3E 1fR shall be exercised during pouring to insure all cells continuously =_ moisture has been absorbed but before plasticity is lost. Care and completely filled. � I I H. Wet down masonry walls.and let surface dry before attempting groute "`1 - operations. I �A I. When placing grout in core with reinforcing bar, vibrate and shake I II I 14,2 1 II I bar to permit grout to completely fill the void. �,. IG� II �' + �,�. J. Cells containing reinforcement shall be solidly filled with grout ----- and pouring of grout shall be stopped one and one-half inches below the top of a masonry course, except at the top of the wall, so as to form a key with the next pour. I �� ► i K r Measures of precaution shall be taken during grout placement to 01 prevent_ segregation of the mix and grout splatter on reinforcement and on exterior faces of masonry units. Grout splatter shall be o G - cleaned from exterior faces of masonry units immediately and not allowed to harden on the face surfaces of masonry units. - ,r �( ell REINFORCING: _ - - - _ _ - 111 --� A. Reinforcing Bars: ASTM A615, Grade 60.pi PP.PFAi I f , I IIINYIN MORTAR AND CONCRETE BLOCK MATERIALS: - - --- --- - - - - - ' � - 4 � _ --- - -- B. Lime: ASTM C 207, Type S special finishing hydrated lime, non- I� \ �� [ >'--T Q1 air entrained. KITCHENZZ — �. - C. Aggregate For Mortar: Sand, ASTM C 144 or ASTM C 404, Size No. 2,except for joints 1/4, and less (if any) use aggregate graded with 100% passing tiie No. 16 sieve. D. Concrete Block: ASTM C90-75 Grade N. 8"x 8"x 16" (Type 14) , ,�jATT T — � N T � WALK-IN 8"x 8"x 8" (Type 150 and 165) , 4"x 8"x 16" (Type I INCoUI.�'TIoN IG-�'1�-ti2LJ I� CLO 209), 12"x 8"x 16"(Type 306), 8"x 4"x 16"(Type 350) -Blocks shall be min. 1000 psi at 28 days. REINFORCED PRECAST CONCRETE "U" SECTION, W11iii LINTELS AND — a PERIMETER BEAMS. 2 �I� I 11 41 )?--- A. Shall be designed by an approved certified engineer. e2I� III ��I-III �II e� B. The maximum safe load (less the weight of the lintel) shall be illlGM stenciled on each lintel. C. Lintels 7'-6" or longer shall be filled with 3000 psi concreteNt and shall be temporarily braced at the center until the concrete j has cured. — BEDROOM pIJ LIVING Q --_- BALCONY. , III � - - U P I -- ------ - 2� � `III —=-- ----- FLOOR PLAN 5100 UNIT scale% 1/4 .1% 0 li I 0 Z 0 W' .J U M 1 -I C CAN �L-11 1 - c� fi1� ►I 2'- IOU 411,61;111 1 ♦ � r� � � T qil � v" -Et��L[�[✓_ pAIRTIT+O o (� O fZ7[ot�1= �- _ ' I R-ER, !- _ I ---- _ WA- ALK -T-r Ir�koULP�'(lo►J _ --- I �I- of _ f ^A� co-�" j _ � to I i e�? IT H a BREA 1 T`1. 0� - RA-i 1�1 W_J I �� i� I T i- _�8, - - BAJA E24 !Hfl� LV�` ® - �- HALL 2 � I N IN G, � XN�*�i1--11 N Gam► -'" 1. � '� t�" �' I`� � I CL OrO�Y g I �I 0 Y 2 o Z w a w = a o L-) o j -1-1 Z j j ® z ® Q V LL a- Z. 0; Q W 0 W s 0 Q U w O UUi Zi u. �_j - Q Urn cc I ll.. i I BEDROOM. - - -A LIVING - - - -� U Ga►- L NDIN� �I0 ,c Aee 0 A Q = w = N IC?h!L > o BALCONY _ = 1 2 I I g ! �I I �I 4 FLOOR PLAN 5300,UNIT. -c 1'- 0" scale: 1/4 (\ ovnanian" Oomo.nb, 5000 SERIES LDGS }z s� I 9 m . _j 0 W m®o o W )' CCZC W Woo Z(nwLL a ®Na W 0 h Ln_ I I - r I , z 1 U _-A a NOTE: DRYWALL ENCLOSURES AT CEILINGS PROTECTING SLAB PENETRATIONS SHALL CONFORM TO ASTM-C-36 AND TEST NO. UL4024-5. 1 12452C-;?f> ovr;►2Ni1N►l zz ,t 2-0 2 4, d I, 8 II A �, i I -- �I-8d 1�ad �I-oil eJ 21-0 111 I Cv A, I _ � t EM'TVRF- F_AI�L[T_LC-N=OR PCDRTI-QN: _ (� 1 _ r q _� I FQRRGNA-S� wA L.-KP'�_-FIRERATEP` 4 !oil-,---- -- ,�I �1 �_� L-p1 2z --, I 11VI I II- R U I ' li _L-- ?_2 I OPT. I _ _ _ _ �� II►t `' --- �,O �_2i1 BREAKFAST KITCHEN s I �t✓�1 �_"� �O1 -WALK- IN LOYfa �[GLIi -- I II 'UTt I }fj 1'�+•-v� i - i I 2 1 x2* VRYWAILL. �� 50FFIT AraovE I 1 IZ ININQ _ 5L4"WXQ,Le'H = w ,ATLi- a I Pia. ? TNF{U \ A= (o HALL; I=4 I @cs-r,F1..o LY 11 81 = ( i1 �iLr�1 L I N . 5 51-1 E L V F- L/ L -C L O _ � 0 -4 2'_ 6 4'J �. 4' 4 ` 1621 8 i' C11 0 W LIVING DEN BEDROOM 2 BEDRo OM 1 aNl' coNO . _- --- _ _ -N It 11, 70— --- 2 CL - � rl A - 13 LCONY u ..R I u I al 011 -2-1ArI ,C11 FLOOR PLAN �- 0 IN 'L NIT Scale: 1/4`. 1 0. .5u%j em ��u�firN a 0 m 1 � N C a o � i a o � o Q W � imimmi z0 z� z 49 ` 0 L) (n I U Q �Um w 0 LL1 Iw U~ Cr- Q_ w I R 0 7 �� I�� Illly�m�l�� mn = I ��nu�m�uiuu, �� 1� �� I� ri irm moli Ing �m i�� li��- rll��l I'I � ■� . --Iry I m I - - - - - - - - - - - - - � I� _ I ��'lil� I�IIII� ��i�u��aw��, Nis E &M NINE 11HIM1111IM! MINE I 11MINIF I oUl Ill IF 117NIFIFN PIP a-v I- poniMM111 CONT TOK TO VEKIFY S W/F WHir-wEWPC)T:5LPG, L�FT S E C-.r-LC)-,=rL'rl'5TC)ISEL'OC6,'rP-r>, I 10-lip lb-T, ■■I■1MIAMI J■I�!��II�I��!III ![i' I■I■�■��li!��11��'�'III;!�U��IM1[I r �, flzilr-et:-) -07�� 0-rH/' U cc- o e;, A, w v> �Ty P) w i QE-- L-4040::��- NSIDE FRONTS. (REARS -S.tMILA- E-�. DON, fa 13LDQ, 68 BLDG, 500- 6 1w EXTER fovnr1.o_R ELLEVAT 1-0- N--,.S comian_ _. N dompanies 1_ r= ri rl ? 30124 P1.YWoor9 3Qe FELT .. 9. The drywall s.ub-contractor shall install and tape all sheetrock draft 4FEW%#ItvG L. The concrete sub contractor shall make all secondary concrete pours stops et trusses above the second floor ceiling As shown on drawings. m - s--s14i4 'iLF-S for.porches no later than one week after first floor slab is poured, �ErC'� unless otherwise agreed upon by the project supervisor. 10. The drywall'sub-contractor•shall seal the joint -between the second a F. pE.TisJL "THIS �I�� ,.� floor slab and the exterior concrete block wall with approved sealant:"-`- 2 NtfL ALUN. DRIP pit. The concrete subcontractor shall check all form elevations by in- 1''1i gLoCK'NG P,T ' strument prior to setting screeds. Sufficient screeds shall be used as specified. P -= . in insure level -slabs and screed pipes will be used where required 4:5LA�f� A I �6 FASCIA to assure level and smooth finishes. 11.. The plumbing sub contractor shell if tt 4and• install all plumbing fig F� L � *HI IZ CIS- R tunes and trim as' shown on the" drawings, The plumbing sub -contractor o UN ONF, L.4" wD. 'TRUSS —� -ALUM. FASCIA shall make all plumbing connections for garbage disposals and washing F�L-r taM r><'� _ 3. The masonry sub -contractor shall provide hoisting equipment for set- H r, 1,TUCCo ON PAPER `� mop PW ' COY�R g others. The disposals and washing machines will be furnished by W KEG MET. Idb,T'H. I vU G� tin concrete block on the second floor stab The masonry sub -con The Owner -Contractor will select all plumbing fixtures. All tractor shall coordinate this with the project supervisor. trim shall be SAYCO, SPACE AGE,. or APPROVED EQUAL The plumbing sub- c , contractor shall connect all dishwashers as shown on drawings. • �`---� 4>ltAL AMT 1. The masonry sub -contractor shall leave construction openings in the concrete block party walls on the second floor as shown on the dra- 12. The plumbing subcontractor shall drill holes through the 2nd floor G DE�%IL wings. The masonry sub -contractor shall block -in the construction precast slab for all plumbing vent and drains, and one hole each for �T` !��g' TµK, openings when authorized by the project supervisor. electrical service air conditioning lines, dryer vents and bath vents �\46.LJ, The plumbing sub -contractor shall coordinate the drilling with the ME -M XT, ,7T UGC © O N pAP6 FG i3AG K� (7 5. The carpentry sub -contractor shall properly level and align the floor project supervisor and the precast slab sub -contractor's engineer. �� - t,,l�,C-� IL slabs as required,'by the project manager. G T, IL T2��4• - 13. The air conditioning sub -contractor shall furnish and install air I,FJo �/ C i f h t nt Verif t e and A G U H. to 1 r14N. A?ECG �OFFI T`. e4LAh►T � I f•l�l►� .)PE YV=- AN GY� GOiJ(. o� �I►J , C �' = I FIN. dJ ' 'T �o�2r21 Ell �1_ 4� (TYe..) I SECTION at END WALL 2 TYPICAL SECTION �scsjso th "� T. O" • -TRu15 BR6� 7Ru 5/ 8" T 14 K 2uv• F� �jTU CC 0 ON PD�PER - - KEG MET, L®TH. GASI%IG BEAD Cof..tG, TIEr' �F�M' STUCCO Rie►1 4iF_D �jTU CCO VeRT. �IAN®@ WINDowS TYP. STUCCO DETAIL at GABLE END Scale 3 -- 1-C �Gi�l� �l1GG� The carpentry sub -contractor shall furnish a crane to set wood true handelers and condensing an is or eac agar me y yp ass. This work shall be coordinated with th® project supervisor. size of equipment with project supervisor. j The carpentry sub -contractor shall furnish all required accessories for setting, bracing and anchoring the wood trusses. The wood true- 14. The appliance subcontractor shall furnish and install the following sea will be 'provided.by the Owner -Contractor. appliances as shown on drawings, unless otherwise noted: _ r `TYPICAL GAME DET a. Dishwasher e. Washing Machine o o 7. The carpentry sub -contractor shall furnish electrical equipment enclo• b. Refrigerator f. Disposal with Pigtail (installed by ' eCa Gs, 3 +s. r� (r cures as. shown • on the drawings: c. Range with Pigtail others) 0. The trim carpentry sub -contractor shall provide a platform and enclo- d• Dryer with Pigtail g. Range Hood (installed by electrical sure at each apartment to support the A/C air handeler above the wa- ter -heater. r 15. The plumbing sub -contractor shall furnish and install glass lined, 900E � energy mizer, 30 gallon electric w$tor heaters, RUDD or APPROVED SU® FASCIA EQUAL with drain pAps and over flow -drains, See plans for.water \\\� FA.SCt A e..>NALL SE -- VE¢Y. Wl+�.ua 2At►J water loCatlons. GuT're.QS AR.E, � INDICATE.© ON e -TE. XT. �iTUCCO ON rA-PSvk 16. The precast stair sub -contractor shall submit engineer approved shop IL &&CKP_t7 MOLT. L.-AT" , drawings to the Building Department and the Owner-�ontzactor for14 � �2a,w IN G s - . FXT. FL-lew0nD approval before fabricating stairs. ( Q 0 I'� CA►�3�1.lG F3E ADS 17. The precast concrete slab sub -contractor shall submit engineer appro�- W X ved shop drawings to the Building Department and the Owner-Contractox 0 K- GAL•V. FL.�.Su1NG for approval before fabricating slabs. They precast concrete sub- con. Z J _.. tractor's shop drawings shall include all slab anchor details and Z secondary concrete poor details required for slabs. Q ' r ALUM• DRIP / . FP {-��;�t�j1LL%C-v CL ALUM FASCIA 9 i COVEK ALUM. hL`�V�IOOt�. 18 • The concrete sub -contractor shall verify that the soil treatment has Q CLIP— �i Hr= ��'�IN� been completed prior to pouring concrete slabs. The sub-contract-r IA.& Wb FASGA-- - paI,wQATEM STUCCO shall notify the project supervisor immediately if the soil �r'"--fluent � P 4MaoT H iTa CC a �L ra' r< -- 4,LUM SOPOPIT � %i��®�i�� is not completed. R _.. ., . U . ... AB L V �- W FA CIA DETAIL TYPICAL FL HIND DETAIL AT SHORT . G E TYPICAL S •�IaM Ld 3 . r. 07 — Q = (. U ® W Q� D'5 Elm -- — - FIl31=RGLASS eiNINGLF_c2 GUTTER. - G U TZ>= R - ., _-ALUM . F 4,. SG t A. GO V k-R \ �:�.�� . Oil �I oil WI Oil Nil ILI �.1 mill; INS VIP U. CC Mimi '�,'POW �I f3Ef2�aLA5S SH I N CA LAES ON NEY I'L.`(WOOO SNEA` AING 1 J - _ - s �e H _ a I o N W at 47 I I -I J z�cAs-r Ll QIVL, 5 DETAIL AT STAIR LANDING R_ Id(5600-AJN,ITSONLY)� to ce�e� 1 IV If*-* o� � ul Q scale: `. T = 0" �� I� �. �C.G'( q/�v r:O R- ib�s.I,,�NG� . �_ w �No'tZ W m wow �t,cx i a.�c I r4 11® Z 0 �L&-j LJ � T22L*� All 1 �i1 EtD M TAL TK;ZU5S Ar-IF AT EA. -(t2U'l 1 �l ULK. m-AM OLEO / �f8 T.YP>r x PIZYWAt I t 2' OrzYKV& L1- I - oN PT P�'rz�zl uU �,,slvE I P1 �Cot•lo, �Loc-IG_ J'yfzlr--- `)(1 0"ALL p 1 0000000000000 ►Jcrrl seE 13ReC_&,-_sT _ c4*0vq�OP6 SNOp . TEXTl3FI As4cPosZ Of?TAILS 2 s 1/2`' (SEE r-IWISH eA. sl r. 5 I r•I�ULId'j1o►J Cr• S`rEE L STU P5 - @ 2'-& o-c. II o° P cz "c. . sLAt?7 Fdrz e 'I�,c�1.lG. Mf>�s►1 vtl/�ix�o lo/to vVvvM. (1`; p) SLAD • 3-� S SECTION TNRU SECTION THRU_ CONC. BLOCK METAL STUD - - 1 PARTY WALL, 2 PARTY WA L L FM- DESIGN- ' (WP-45, h ' RTD,TRDtiS -i ��TYP{s 3C-DRT`i�Xl�CC � l>GT.�fTUDS LV Z-O 0C I /'Z DRYWALL WOO D 4451E J REGA9T CO W G • 'SLAB 1 c�� 1-I- P94Y oN_.-r.EAruRE., II vi DRYWALL "WET.5TUP' P& 2-60.C- i TYPICAL _PARTIT.[O_N_ DETAIL __ ►- �1r�INc� acaia� � �fi "• 1'• 0" NOTE ALL PLYWOOD BEING USED AT ROOF AND VERTICAL SHEATHING, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE P.MERICAN PLYWOOD ASSOCIATION_STANDARDS. SIZES SHALL BE IN ACCORDANCE WITH LOCAL' CODES. pi?e- *Pl Ca, Af rR Wo. TRUSSEs oa) 21- e,-s' o.G. yEeTRuSS MFtZS ,jK<>r _-pwe5, AO�/EO WGbI� • ' � � I M I lip. t2 'r0 I��NI � PARTIAL SECTION at ENTRY i i ENG�INt?E21=ram I- - p2Lc,AST c�l.,lc. _ LAM o I IJG S LA b � � �Et Ivl� DWCaS g'x81 � 1�Z6CAST C'O►JG r-r u KIT E_ L. sI C-1 . LAID = I8� PL r TeyTul2� STucGo SECTION AT STAIR scal®, ti2-2 V. o" ' 1 12 F.RF--F1fb ENC-1 W&EK OPP_ROVAP 4 / Woof TRU�ssGS (E2-0 o.ic Wj MHTA1. HURR1CAN1 GNICRORS / EACH ENIdaF TwuSs wi&TB."L � all/ `� /� SRACINGs AS F11l.C�UIf�B®. f I _fit=Twc_1a .. i f-rz ss_� r=- _ rz . _ �s r c�'► -- - -- I as - r<= - kA LJ i��NI�C-1 _T1 00 C� < MtJKl2.'1( — Q WSUL. U m TRUSS bRARINa W I .I Al2 L a-r�a2`J. TYr. x IrL Gzr. a ►�. - 2 x4 SUS- r ,sGl�. a IL C_'owc., ftUK. PIl.l..� W/CC*J' STUCCO • — - �►,1GffJEE12f�G p1ef�C,e,ST L-1Q 91 I (L.L...t� ALUM ove42 'ope..JlQcjs- r-ILL W ;� w T�xr sTucco INf¢F..O Ix �P,sc,1 n. v�l/pr�E�l�IiSN Q 3 I ALUM G�1� ' I - L-I � L d ►N/ God I PR>$ F1N I SHED �,LU M 5o�%�IT ' I Srx�� I �I X GI -Ass _ I YVitJtX�W I I S� p" -- 8j1 S� UCco ARCf-1 V4I TH h��+IL,� 2 1 I �7PL`(WOOD 5N &-r141W* fr �� L. !✓12 PAPER 154GK&D METAL LA►TN w)Tex-ruRao S-rvcco. 1,9 ISO LGo 1JY L I u l 1�1G l200M - ALUM, K A. I L f N Or 4 /2 I vN t�2lIJCa _ �'-2" I-ft2>rAr�S C•''lo'/4" �. = IIII/ � Z O - �taPE !z �a.2Y 4�'�'-J tJca >✓I I.115LI 2 ^�� 1,. All LLJ F- r •. v 00000o0000000046 (n ' fPRM-CAST SLAB - _ • - S-�� ,<8 cx�,IG PA.K. r-ILLEr� "ll,_ I 1�f21 cAsT cc�.lc, • t- 1 I • S LAib -. J �S'P I Q I �al.IDIF..IG AL FE WALL_ C;lj t�o12 r. T.. puW12f W_ CJe6ic:o4 LOAD ; I. LL tic• M11,J : Pi•-� PReCAST coNC, _ cn GTAI R M�C�f f2 To _� •IL.IN� 6-o SU>3►v11T row-11t�lt e eo V [ . sFlop �?�wi tJcis � �`� •..� O oc �� Ap1�7•/AL. W tQ r - I I�GGI� ® w .j SEE NLJCq •00RAWIWC--5 F�OR COWT caF w'W � O I , d- _ ¢AMP W�►LI� Z :� 4U u- qI_p _Lft:V& Z �iLOPe.I: MAN. a 0`_� a' �N LAP N 41i �1JG SLAtu W XGo 10 -1�0 ww M �I1J I � ft•, �LOPG !o x ,j - - K ` a 4,i r-TC1 lr WALL MYO"U � 0 /11e 3 _.SECTION THRU LIVING ROOM 4ocEid _ N AT ENTRY TM ►� to ,. f6vn, l _n - \i Coft anieos' - n ROOM FINISH SCHEDULE CEILING ROOM FLOOR BASE WALLS REMARKS FIRST FLOOR 2ND FLOOR MAT. FINISH MAT. FINISH MAT. FINISH LIVING RM . CARPET W D. D.\V PAINT CONC, TE cTURE AYON D'w PAINT CARPET WP. -_PAV I PAINT CONC. 5PRAY OW TEXTURE pw TEXT;- PAI NT -- "-"-- DINING - _ KITICHEN`- VINYL VINYL D,IV PAINT CONC. -PRAY ow D,� TEXT-- Pal NIT VINYL VINYL- VINYL VINYL -I p.1V' D.�V }TEXTURE- I PAINT PAINT CONc. CONC, TEXTUaF SPRAY 0 u 5PRQYON "T "TEXTURE D,VV - D.W TEXT. PAINT TLXT PAINT, -- ---------- -- - ---- BREAKFAST - BATHS BEDRM IDEN CAhPET WD, D,1V I PAINT CONC. ----- - - SPRI�YON TEXTURE - - - -- �.W ---- -- -- TE�cT, PAINT - -- - - CLOSET ----- CAKFET ---- CARPET W D, ----- W D. P.IV P.IV PAINT PAI NT cONC. S?RAYOo _7EX'TU2E p W pW TF-AT PAINT TEXT. PAINT - - ---- LINEN CONC. 5PRAYON TEXTURE HALL CARPET YV D. D \V PAINT CONC, PAINTED TEXTURE P. INTEXT. FAINT UTILITY VINYL VINYL P.IV FAINT CONC. P61NTCD pW TEXT, - - - -- LAUNDRY VI1JYL VINYL D \V NT cows. 5PRA)J)W ExTURl= D,W TEXT. PAINT --"-- A/C-HWH-__.- - CONC. LONG• TEXT. PA I u T I�IONB D.IVT LPAIN PQlbIiED TE XTU RE p yY DROP CLG 5. SHALL t5E0RAN6E PEEL W(PQIWT FINI5W. PKYWALL CONTR.TOVERIFY ARE4h TO PEE DRDPPED, DOOR SCHEDULE MARK TYPE LOCATION SIZE MATERIAL DOOR FRAME? THRESH BUTTS LOCK REMARKS C) u- I L, i-r* 2 Ivi W DO D i4t, �M I I p12 ��`I' - GK5-T0Pr'13C:QN.ST. MMTEtL CaL&NIz.MaSTLRrKnYLV U1� /'i' ►L -_ - 2 META. ---- 4 v � Lj_rI LIYy �� w-� 21K !a� - — � G �A''►�fIeG�M 2� x <n x g ',�.G�C V�DD 1 pf2 �R I�/ , V ; 1I� 'ram ONE � 2 N/ 00' -HI tea �. la G ��DI2G�M 2',c/ ex ;`� 8 f�-3°XlosI'- doh yi fir, 1\Ae7T�L GAD �� Ol r >�L-/0 � �JODD /JGtvG limit'/ i i ------ � � .: M 1 � -►\i M r F� fe�l Iz F•'�• i �__ � I V G L.O2�'r ►I I2J _-E _. `UT1 LITY 50 x C08 i �26X�X 13�8 -42? � �N I G %s�•" 'i� M#��;� D C�L.�� I FIxEo METAL \v/ WD, FULL FLUSH H,C MS_T,51FOL12 MET,BIFOLD SLIDING GLA55 DOOR W/ EM5055ED LOU VEf� WD. 1W.1NG VZ LOVVt K FULL LOUVER PARK gRoNZE ALUM, PANELS 5WINO FKNME,4'/4"TI-Mf-<G5 DOOR TYPES I H.M,FR4ME W/ W I IJ S O W ICJ OT E S I FIXED\VI REGLA'A- HORIZ. UUWG,WIWp W/ BRONZE ALUM. FRAME L It�I�OV�I GLAZING SHALL 15E DOUI5LE STRENGTH- I I WCLUDE HARDWARE f INSECT 5GREEI.1 ® ® 3i WINDOW TYPES PRE CAST C 0 N C PLA'3T1 C. COvE LENg - FLUOR-LIC-3NT F I XTURE UPPER CAb. .0 I 20 COVE LIGHT DETAIL K71-777 scale. 3/4-,1•- 0" I FUI{KE1, Vww DUCT SPA-r. CLOSURE PAN.61,i L T. COVE OE <1 - 4 MICA BACKSPLASH DRYWALL_ + C NT R. TOP R I- IF D. \V � I N K IL KITCHEN 5100 scale,; 31g'• l'- 0' / LT. COVE ` OPEN DRY\VINL..L / Cv KIT,I"%HEN 5300 1.� scalli's 31re 1'0 00 LT. COVE LIT. COVE o/7. CLOSURE PANEL d' i- -�- DRY�V�,LL I � i �\ 4-O i PASSTHRu DRY\VOLL / \9 1 'O -1 — / ,O Q 2 ,o 00 PLASTIC LAMINATE TOP � E DGE ON r _ 3�4��pLYWOOD -7-d KITICHEN 5500 D scalwl; 3/g`e 1'• 0- 10 ?(-LT. COVE 01 fA SINK - DRYWALL ' RANGE ISO 4 KITCHEN 5100 scat a 34-. 1'. 0- 7 KITCHEN 5300 scale: t 1• _ O' ° LT. COVE ° HOOD J DRYIVALL\ r51 NK RANGE I \ r \ �O�• KITCHEN 5500 scale: 3/jr; 1'. 0' Fa // LT. COVE CLOSURE PANEL. L-T, CODE _L _N OPE /PA55 TURU/ -\9 DRYWALL N _ aKITCHEN - 5100 scale: 3/g'e 1'- 0" CLOSURE PANEL i Cr Q u� z o W Cx = .c U U O 4 MICA 5AC145FL46H - ---- / DRYWALL_. ' `� - �\\\ t CNTIZ.TOP 'O �\ REF. D�IV Ln Q \. \\ , KITCHEN scale 34's 1'. 0' r Z J z� 5300 Q LT, CO VE )o o'07 LT. COVE /pi�Y►VAL'A 4'M I CA DACKSPLA514 w __ _ U U ♦ CNTR.TOP — pRY\VOLL/ W 0I.—I RE F, - i a DW --- ®Uto 1 \ Q I KITCHEN 5500 ' 1(, -scale: 3ev 1'. 0- I _cCoS:U.RE' PAFI_kL / I-T. _C ovs.' /o i 9 -T R F_ F. DW \ � • DRYW&LL ON I x2 1 x 2 DT, FURFtI NG P -T. WOOD PT. FURRING LINTEL ITRIR9e 24" O-C PRECAST CONC. 5H I M LINTEL cORLIER BEAD PT,ND,SHIM. =- - '/2 DRYWaLL 12. KITCHEN 5600A l� KITCHEN 5600A �- KITCHEN 5600A cn I/2� PT. \Vf7, SHIM � _ _ � � t SEALAI�IT X --- (i sc�alec 3/g'e 1'•, 0" scale>< 3�* 1'- 0' ;�� scale: 31r, 1•_ ®` I I - ALUM. SLIDI4JG SEALANT ALL ., ,., V J 6 cc 6LA55 lV I N DOw SEALANT 4 4ROUND DOOR -- I • w co U 0 i _LTo C O V F_ --�- _ - -- 5-O P V- I T �� \ W5, I/2 DRYIVALL METAL STUP5 -- 2- SHELF DETAIL P-IaSST+�Rv) - scales. 1 /2"e 1'- 0" -w4LL. PANTr�y LINTEL 45 REQ D. STUCCO ' 13CONC.5LOCK 15COL1C.DL0CK -- • / /\ e77 U C CO 1/2 FOIL BACK E V 15TUCCO - PRECAST.CONC. 0.- HEAD o �c L T. Ll� -- - HOOD �RYWALL 51 N K- / RANGELL_ \ I 5TUCCO RETURN — ` bLUM.SLIDIN6 GL. -- I .. � a+� u ® J 1 i I� WwLJL HOLLOW METAL �` Companies Cr - Z in BE`(ON D DOOR+ FRAME w w DOOR+ FRAME HEAD HEAD -* - L M.R, DRY\VAL L ALUM,5LIDIWG r GLAsS \VIwPcw I L16WT SILL \V/SCRE_r_N SMOOTH 5TUGCO - SMOOTH STUCCO Q. \MIRROR �r 51 LL RETURN ' I RETURN BEYOND — = •� }- j Y NIGH RACK (- SEALANT DOOR -- - + FILLRECE55 ALUM.SLIDIIJG T5C)AP O \v/GnC>uT GL.DODRtFRAME TRACK DIrMH 4 MICA BACK5PL4541 PRECAST I t'l.LUM-TNRt5HOLD j - AS RE UI RED - FILL FtECESi�i. q:, CNTR.TOP CONIC.51L.L.. /2 FOIL SACKED \V/\VEW14EK5TRIP 4 W61MUTASRET, r' DRYIVALL ON I x 2 INTERLOCK PT. FURRIhJG b&,BF-OF DOOR STUCCO 3/4" 314�-�. OQ BA.IFZ \ co S I L L THRESHOLD SF_T S1 LL ALUM,TRACK 1 \ \ SII-5 Tt.. I`t -QQ -- 7 b QWINDOW DETAILS scale: 1 `: T - 0 " 9 Z METAL STUDS --- ®� N. M.K.DRY\VALL x 0 ` CFRAMI C TI L E (!' EKAi�fi(Z-TtL � 8„ 4-'CoNC, CAP �- n 0 'SEALANT-- 8 PLQCKCD (10 Td TUB Q IVLI,.TER,PROOF F'.e N EXTERIOR DOOR__._DETALLS SLIDING GLASS DOOR DETAIL GALL SuowE�s --P11n1. M1 N. M I i BA H f7 BATH W/TUB �� BATH W/TUB W. z: scale, 1'r2 ••� 1'- 0` scale: 1 2 * 1 - 0 W/ SHOWER Iw _BATH W/SHWR. I� TUB SHELF DETAIL s.c811151 -. `t1 scale, a 1•_ ,�� scale: 3/8 • � 0_ _S 1 0 sca te: 3�`e 1'- 0® " - -- -- - - - - --- - - -- - - -- _ sc t_e• 1 l2 _e 1 ILJ SEALANT E N EALo1"►T a _0 \9 r �a YW&L L \ \ L I Gq7 - i. '. M I RROR \ 1 ROD � CER,TI ' 4"M LC,k,5&C K5RAi N LE 4 _CAITR. TOP \ TU8 `A-IR GONDITIONING EQUIP:: RUUD 1-1/2 "TON AIR CO'NDtTIONINC EQUIP.: RUUD l-1/2 TON.°t } 1 Ai r Handler UHQA 1005 UAS o Ai, r Handler UHQA 1005 � AS Coil RCPB-A018 , Coil RCPB-A018., Condenser UPCA O1$ `BS Condenser - - UPCA 018 BS B.T.U. Cooling 18700 � ccB.T.U. Cooling 18700 SEER 8.0 SEER 8.0 C C.O.P. 2.8 C.O.P. 2.8 EQUIPMENT SPECIFIED SHALL, BE. USED OR AN APPROVED EQUAL EQUIPMENT SPECIFIED SHALL BE USED OR AN APPROVED EQUAL V) o N r rh ul - i 1' o r ® I x Y 4 w W Ri I I � �r✓' � Q O U O � LooR �-� 12 i - I % NQ�YoI� PNt, Z a - I J 53n0 X " 51000+11a' \ _ 7rsr, W M- W 0 hHU• ox co „JI �� LL, i 00 it UO d - �; I 0; \ y W �+ r PI vEHt �, - -- I I CD ! = s - ---- - - - • P _ uu Air_ — - ° P 2 w -� �- - z - - - - H -t a 0 �u L L N Al I� W;�-�-� 0- ° PC, u r�l. - I --- -- ( t; xH I-�G� o� - F i _PU L t. GN A w N, P� G - ' �\ , ; , J I�tJI,KNt� IIG U I- ...J Q - _ I N p i i W • -— w ! o lWrAf_ o ° -� 0 �.j. / c ' Z� � 5300 W � z ---- - - - _ GF' 5100 j _ / 60 T�ET HT ' J. LEGEND (Jim DUPLE�C RGCEPTACLF- w —10 W ��-4 ?V ® 220 VOLT RECEPTACLE. G ry _ ®� J u'' �O .00 LIVNT FIXTURE C�►Q- - d W cc X.Z cc VVA,LL MOUNTED LIGHT F I X.'+ u WLL:j0 u. t5 J �, Z EXNAU5T FA-W Z 0 W 4 W 0 U) T Ii T I P E CEN R ', O 0. S ; 51NGLE POLO SWITCH \ LO fG�1 ELECTR+C PdtJEt I. J UN C-f I0?� 50 X E S FOPx �,EGi=PTAGL� -� I N F1RERATED P- ,rZT-Y-Y� &LL -a S14 AL!__--3 i- _LI S_T_�P_�_�{..P- E. _A-M_�.?_I N-5TA+L. LEP- ptSCONtJEGT �jWITGN ' iN..IS.N- APPt2QVEP__M_AN1aER FO.Ff_TH1-/aPF'LIGLi`f�10_4 • TV -T`/ .JAGK N4-_i ASK--T0._f?aA_C<K_IN-cTAL.LQ�T.t_Q1�i�-S44—"L P�F.-A.LL 0\NF-LP (VovmTlul 1_2, Al_LQ:(Yt.&(2a'CAEaL_E <_It�LTC4�.4 1':�? _'k .[�I E?R AT_i t�C.G_.:.F [ t t�N l�L=tLuQQ/�A �® TELEPHONE OUTLET ELECT.& ME H. ��®®Il.Airs � �"p'-L grin, I�5TA`L"t-�'41N4►�APPRQVA PMANt�1�R, mpanies CA L� L P LU h- C•3 tN G. P I N F_-r V. A'�'_I EC ::L R a �N 1�_4,_L, P1, © SMDK E DETECTOR SC i .M_E-rQ va-ul% 0" 5100UNIT S - � ovl t :-_IYIALe[ �_ ELECT.& MECH. FLOOR PLANS � ® EXIT _ 1 GWT f ��► _ �»,,@s ,ia~:,•- oM 5300 UNIT © FIRE ALARM PULL 5TA.1_ . r o _ 7 © FI.RE ALARM pELt -, 2 1 ! cD cD _ ® 44;-k4) , - -� -=REF UW H -COVE-7 LT- aKA 0 I � r 4,4-h 5600 r .i i ! i 1 W 1y r ( Um W 1.; OL QP. 7: IL Pi to Q APO I Office- Memorandum _ _ i To K. Hovnanian Companies of Fla., Inc. CITY OF SANFORD, FLOK'J.D From : Fi.re Prevention Officer of Sanford Fire Dept. Subject: Pine Ridge Club Development/Three Story Bldg. Date: 6/20/84 I. Stairs must conform to NFPA 101, 5-2.2.1.2 2. Recommend that exit doors swing in. 3. Hand rails must conform to NFPA 101, 5-2.2.3.4 4. Bedroom windows to meet NFPA 101, 22-2.`zz' 5. Submit plans for manual fire alarm systemlin accordance with NFPA 101, 18-3.4.2.1 6. Exit hallways to be lighted in accordance with NFPA 101 section 5-8. 7. Emergency lights to be provided in accordance with 5-9. NFPA 101, section MCH/ch Mic ael C. Hoening Acting Fire Preven�io Officer a STORY BUILDINGS) 3� s �yi�iy,��- u3dF AS� sQa• ��<a4 � � P"��.Y:�`i,a�s sa, e tt.�Cco ,..<i'.... >a::ss+d`..dfvo,S i'' • ,ot:•<...c.a . ,•... -;:�iv�av �,.cYo..i�k4C�tiuidf�.�abi>.u'iH.usss.f..i{%:s>i,.4,cL..«<M:o';s�$i�kSL.M.i3/.fY:arh�drtY�s�+'�Wr.CRo,4f�.d�Eit?�-lfr.,,. .,y. h:cf . t. ,ct ).<'.:>..,s i...c.i'sm:h<Gii�EGka3Y�&fi�.<��MR«• ub" 1%,anuo'm (;omap VI Q W Z% I 0 ® L LL F U Q Um w� w oj— ®Q z� ®ucn X Q� w INDEX OF DRAWINGS J / 4 SHT. NO. SHEET TITLE 1. COVER SHEET 1 s 2, BLDG. Z 1/8" SC FOUNDATION PLAN _ 3, BLDG. Z 1/8" SC BUILDING FLOOR PLAN X �' 4, BLDG. Y 1/8" SC FOUNDATION PLAN 3 , BLDG. Y 1/8' SC BUILDING FLOOR PLAN TYPICAL 1/4" SC FLOOR PLANS 7. EXTERIOR ELEI/ATIONS BLDG. Z 8. EXTERIOR ELEVATIONS BLDG. 9. TYPICAL WALL SECTIONS W 10. TYPICAL WALL SECTIONS W N 11. TYPICAL INTERIOR ELEVATIONS, DOOR, FINISH & s ~ WINDOW SCHEDULES, DOOR & WINDOW DETAILS a, 12. TYPICAL 1/4" SC MECHANICAL FLOOR PLANS 13. TYPICAL 1/4 SC ELECTRICAL FLOOR PLANS 14. ELECTRICAL PANEL SCHEDULES, RISER DIAGRAMS & MISCELLANEOUS DETAILS Gi4st ra �`e'T 1� . 0 V m 0 cc SANFORD FIRE DEPARTMENT W W U O -ANFrO 1303 FRENCH AVENUE W U. CC 1 RD, ORI 3277a ZJ CC ✓J_ >d� f FFr' 'df 6L. } G i •Ads d i�N9� uz�� • . > Ln t O = O n O U • rl z 13 a CONC. 9)L4.b 1, 2LA t !\13 410 T) `CONC. BLOCK --PARTY WAIL. IM ` DETAIL OF CONST JOINT 0 PARTY WALL 1n 70 SITE. SEWER TQ ,S 1_TE -e — — I _ 11 TO SITE 52.WER :1 ING PL R. scat®: 1/8"v i% o- 1 — 1, 1� 8 I O`I 1 13 `-. Co,l " s • 41 I ,I n Q i t 8 12, `-Co`1 1 it i ,, E ,, , ! Q �� d �2 . -+ 1� I tt 1 ^V 1 19 N' 8 -7- 4 7� 7-LF • I a t-�I I 8- � G0NST.-JT, I+z 1 .( I 1, I. u I u I u r i - _ 8 8=0 7- 4 :. 7 4 i A4 6-0 I �,0 uNLT - I - - , „ f u r u r I I 8-o Z 4 '_.c>} 7 4a R@INF. . I'v1 A 5 0 N R"'C 5EE TC (PICAL DE7,4&L This 514EET • I. = I � AnI• I 4 G0_N"C. 5LA5-__\U ap CQ yc Co" -4"10.1 L O W. W. M E 5HiI 0VEh+-VAPQR_-5AKRlE:IZ- t ,' 1 u „ 8-O 1-4 -7 ` 4" 71 41 8'- O —_. � � I I W OTI • d� �.. 8 a 8 G .� I", `O � `1ul IP, / 8 (� � g G ... : .— . . • ��11 I I I I li�j . . „!I it . , .. nli I_► -CON5T. JT� _T2 I _ _�lLTT 2.al� - 2 _�.�: L_ L�.3- w _ _(2-I'+..�F1 4 S1 �.I_O_ _�1. iY aml-4 / /\ \ I \ j'� J ICL _ I , 4 I . / ... l t1- l I 11 -8 .. 23 4 -� _- A--� 4�8 .r ?-b ,d� �o-:;13! 4`=�.. _ �- 8 -- ..x-5°!..,.._2.. 2� - -�_ 2-3 u q I -ll w;f 1 11 L _.._ __ . i. l3rCcr. I I 1=Q_GK Pe�_t T"C WALL �+ Lv--� 1, o -' UNLT�220.__ 2 13 I� I 3 -� I .9C:DI /l I 1 =o Lo 2 1' _2.Q, � f ( _ \ ('4 / V I / ♦ . I - a s an a'1 pq_ M I— — a — c� CF = 1 -6 1 u 4-8 1 u 7�8 L ", 4-8 I a d�-Z I f'1 �3 +d V' - _ 1— p & ' 11 23 I PI 2?r (1 Z i L! _. 1. %_& of u,.< I 2-3 I 1'-. 4-2. ..1 .. 11 4�8:.- I {I 4--5; 1( _ 1 ll, 2-8 fl 12 , 1, (1 • d. Q J ..a a1 4 lh Q 1, 4 8_ Iy 1 1, ,1 - t t1 ✓— ( 81 O 8 I 13- v I (' .`^' 1 _ 11 ' C: .1! •1� �'n :. TI 7 Cp' __ ___ - _-r..._._.... .. ;. NOTE ALL. UNIT, MOD THE Aq . IyLI TL_ IIAInco.-CrT-.ihRl . NOTE:' THE SOUARE;FOOTAGES LISTED ARE BASED ON AN INTERIOR UNIT. INCLUDING EXTERIOR` T4ALLS AND CENTER OF FALL PARTY WALLS. 77, 7-7 Co n ht© GINOCCHIO ANOSPINA • ARCHITECTS/PLANNERS Inc. Y: L:D ,F � , ,. �Lj LJU y `n 4 N , l: _ � 2 1 • , , r - _- _- O ,. d- s k Q , , V . r _ Co n htFoe GINOCCH ANII SPINA ARCHTIrCTS P ANN RS nc A 1 Rt hta fi s r �dpY 9� 9UOD .v�,. .. _ �-:-. a - _ ... _i,_r �__�..:sv1�•a_5�:,1�_'ajdt 30124 FOOT IVG SCHEDULE _ SIZE REINFORCING REMARKS = MARK L x W x D SW LW E W O CONT.CONT MONOLIT►IIC FTG.. o • I Co �l, NOT USED u �o�CONT' = I AV _ 4f-0 1.0" 4 015 w -- � A5E E DETAIL I_ I FOUNDATION NOTES: I. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2500 PSI. 2. ALL FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED TO MINIMUM 95% DENSITY. G.C. SHALL FURNISH SOIL ANALY- SIS REPORTS AS REQUIRED. 3. PROVIDE SOIL POISONING BELOW CONC. AS PER F.H.A. REQUIREMENTS.. It. ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL FINISHED. ALL EXTERIOR SLABS THRU BLDG. SHALL RECEIVE A LIGHT BROOM FINISH. 5• ALL FINISH FLOOR ELEVATIONS SHALL BE MIN. 16.5 N.G.V.D. 6. OWNER SHALL OBTAIN A SUBSURFACE SOIL INVESTIGATION FOR ALL OF THE BUILDING SITES AND VERIFY THE SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. Q PT WALL K WAY 8'CONC, SLABS 11 ` j col C. 5 L.AB w/ .a x (•P 0 10/10 WIWl m to _.It=o _ L ,:® "' 1 _SECTION THRU FT.G._CG._),_, V bloT�. PROV 1 DE 2 AXTRA FILLHD RPINF-CoNG._C&LL1% Efts � _ ► WWAL �- to = LDC.BTTL�M�. tt�ca It�Gar tI�®c�- o F 4 " b'�T, Pt� ><bT SUM.i liA V W0 >y DRAW IQ it9� 15GLaM5 i►� WOK WA �{8 -'�� lSOTQ • I I ++ 5: Q y-o ac, MAIL. rcmr ;mi m raiumm cm C. W/mao+cl® Dow" thur-T64 t 13L a■-1,L rlAy- `e"m Aeova. iY&.L 5jAR j- Mr .L®MC. C"V OLd�.1r tOtilrM N t TYftCA1.,.1L0CK _OOLUMbL_R EINFORCING notes 3/Cs. 0 y CONC, 5LOCK PAs.KTY WAIL. CcN r5T, JT F TCG, a 3.#5 2 DETAIL OF CONST JOINT _@ -_PARTY WALL J / w TO SITE GiEWF_(L PLUMBING PLAN �V�\�{ ��y® •ice.®� e— s - O _ `� - - - �4�0 - iv 1 , to 27=0" O � O --------- ----- -- — --- �vo -";-- - - ----- ,� •firm ---� - ---i -----� -- - r j (L :p Ln I .► - - 11 N -UNIT 220, - I 4 CONC, S L.AB WITH I t}' Co"xfp,*IO/Io W,W•MEG,H (j - -� OVER VAPOR 6ARR1 ER I - 0 _o Q I 1/2 � `o V v ,n U r WI J rTI -+ -- — — — — — — -- -_ o� i 4" Z- 4' 8 O 8 -4 B I 00 UNIT 22.0 • I � 1 A 06 DF •, II 12 1 "• 2j8 ,- 1 4-8 I 11 7-8 , ,.—_ 4-8 , , 3-<0 M 3-8 2• 4 �% . 411 2 b,- 1 O' I3 - Ov" „ 8 r - F ' Y m N 1 �i W Q ffC. LI,1 -2 Z W :c LLj �. c ca o W Z CL ZL 0 CL 0 U Q U W2 W In , — 0 � J Q �. U~ 0- � Q W ll` „ S ' 46WIDE V5I..LAYF-R OF WIRE MESH INSLp;6 a° Ai-.t- EATF-RIOR BEARING WALLS. I REINF, MASOt4RY �B �- =�Q SEE TYPICAL DETAIL I � J Z �4 UNIT-11.0 UNIT 110- w UNIT 2M �- ®I THIS sHra&T Q _ ( ' z co 0 C GON C,T, JT. CO I = O �- — - — — --- _------- — - -- -- ----- _ z OP-O 8-� 8-� --- '�-o -- - 10 1 O o _8-4 - '7-4 Z-� 7-4 :� - -- - — -- I I „I --- 0 W H I W W'T Y R I �co � 4 -1 _ IIT�1Q �J� UNLTa110 - VWT__220'. n l cn (0 Lo I •= lull 6 4C0N0,SL.AI3 wI W U) U O a - -- — — -! o Cc _ CC u J W(/)_o 3 � - 8 .23 �-I I 4 -e --► g--I 4-s 3 -tl 2-a -8 2.3 4 d 2-3 -e� 2-3 5-� 42 e- , �-� Z x N-Z (L0 Q s0 ' W L UN17 22Op. = 1Qa.4 5.F a o 13-Gv 12-2 12-2 1✓--� $ I =Co 2�=I0 16 — ��OcK t�4eTY waL_Lr -L) W I IT110_A_ = ZG,,4 5. F S-7" I lu-1i) o NOTE I' AI.L't1N I TS _COMPLY WITH _- _-FOl1 N DATION_ P_L _hl ` THE I`1:.1. MODEL ENERGY CODE e.,,o gy_.: p._ ' } O: UNDER SECTION 9 _ oMQanslim �Ih L Li LEI ie WP-ll?ll- 30124 A L HIR 4 (0 - J - -Z--CoNC,Ll TaL 11111 ++, I 1 12 uj 100 .0 41-0 \9 v--J T Ul -171T -PRECk6T Xomc,.jLiNTEI- Cl) V-4`J —MO-0E—O-VEK144A16 0 -C) TKtRD --.-F.L-O--QR- WALKWAY PLAN wm*l lAre t. 00, z i ri 5, �0-0 - N D- FL 0- R - P L, A N CID CD LLJ :E o LAj LLJ 0 z -j z LL UW 0 F- z U F- 0 z 0 z W —J Od 0 (p 0 cc Lk., E LEC. EQ-U I P. CAE,. VJ CC Uop6` ui (n (-) 0: a w w -i 2 EEi LL W 0 Z W, ;io Q. x (n z LU O FIRST FLOORR 'PLAN IC" scale-, f- o', IL t wlyt�,v 1W.1 10-m %\X* "oot r_)pa-rvj,4,L_L_ 17 -NOTE: DRYWALL ENCLOSURES AT CEILINGS PROTECTING SLAB.PENETRATIONS SHALL CONFORM TO, ASTM-C--,36-'AND:TEST NO. UL4024-5. 8 W CE ri. I (L E 14ELF - C L_ 6 co, DROPPED L o cep 7 VT7 4 L 0 La a 7 C OSET _Q_ I- F KITCHEN CLOSIT �NK RAW s-:, 4A 2_0 6 4!' A_ A 121 G' DINING KITCHEN v 0 o rr >> T BATH 2 H 00 A2 (D L4 <1 154 p Avl7 _5 T I T, I- L ffV 7 w N � WINDOW :)ep"T Iz END T R 'Y C 'y PAm 1 9 Ir2 H E"L v 0 I Cb--TI4EP9,6,L CLG.r6)59P, FL.OWL< LIVING Rodm M I Is 8 1 4_0 <Pit cp T w. Zt BALCONI' Sc FLLE.W 4 ZhI all BEDROOM-' . It 1 11 I rL - G TYPICAL FLOOR PLAN', .. -UNIT 110A scale. 1/40, g 1' - 0" I I o C 9ROPPE-V CL6, 0 -7, Alr-� Cm Im, Lu H 4AIJNDRY -Z C0 It U) C N7 H E Q K N L C_ L.G. OF-P. FLOG R C)N LL( I -4 Is BEDROOM 2 LIVING ROOM MASTER BEDROOM 6" 1 4-' 6' _f 4,; z- 10-0 6L EfL ECT0fL'( j 0 _AUvE_ AT $RP QQL,( It z _4 0, Z, _j ii LL, Z, -7 1z 0 _T w®� o BALCONY Zr— E-4 + RAII L J _3V it 4 ' � Q a TYPICAL FLOOR PLAN, UNIT 22,OA C, w 04 scale: 1/4-m 1% 0" KJOT-F-11 CILER157TOR'-( AT z0- u P-ORTCOWS Re q'0*9 4 XhL.; 5. I� < ALL-4cp 0" 4w cEri.1ILE 14ELF DRD? PE 0 (71 L1.3 S'T C REF- 7 0*1Fjt/ tLOSETI INK rz z 14000 II nr, 76 -0 - 6_ -(!� ��L ',- - — --(70 1 1 0 .'' — e>' q- I DINING Pw 6) 11 PAMTWf c:tk 00 04", L to 0. i4 to 0, LG. WINDow (5) END UNIT 7 O 19KOFFE-D CL6- �14ALL -7-011 Z_ < Y /Co L Lo r vO (Doi v -_qC NT H E P K N L L.G. 3E.P. FLOOR R ONLY( Ly 3 TT V_ BEDROOM *2 I iLIVING. ROOM MAS'ItR BEDROOM 6'_ 4711 4 I I 4 IL ml 6LEIZESTOfLy w is_ U V I- A7 �Srd W_ W -Loo< KI 0Ly Y11 W 7 L I, A\ /A\ is lost jZ 12 k ro - 0. w o BALCONY _j 5C 7-F- F-4 + RAIL IC) 'Z 4 - r.�5 j ALTERNATE 0 �TYPIC Nf '` - ate lah T 22,0' u C AL.. FLOOR PLAN, Iva om pan scale: _1/4�*S' A iy ri F 'y r it \t A N 72589 a I I/ FRONT ELEVA_TI_ REAR ELEVATION SIMILAR —T EXTURED STU'GGO :o $LD6, s MOo'1 N �Tucco J MOOTH / Qp tjTUGGD k- W a 0 00 Vf 'a o_ _N W I Y c Q ..4 `il r �I G d � a kc ci W A W O Z J ZLL J - CL W UM LLJ 0 F- J = a U Vd� I PM sFL -- -- A if moo- Z NOTE f2 j1..ti?'►:7' ' LjEr- V F-TA I L- 5Tu'Cc o D E.51 G kl QT RAC1.II SW D OF 3 STORY 5L.Pw5, `, LEFTEN. ELEVATION TNL DESIGN WILL VARY,AT AD-IACENT SUIL.DIWG5 Ai-G T END ELEVATION W TN ® COLITIZAGTO R 5HALL US& T%MIPLAT95P TO I N6V ML ,sedlet 1/e"f 1'• Q" d TRUIIL M&DIUS RNA SWAXP4, C LEA;k LI w &,S SC819t Mrs T. W cr. BE-fWI-I-N SM007H TIE XTVIZAD 4T(EGGC, cc P,yyDb gL Db. $LDb. x N 3.� 6-0 N 6MOOTN VtOCCo -_-1 W O O ll,{ T Tuti�� S-rtx� o E XTume-v 6Tucc o .0 W W ' S At OOT N �!T UGG O --1 — S M OO't H. �j T t)c c 0 U. in CC --1 Z (n M W U. Z A.LTERQ&-r E 5TUCCO. 2E74IL45 a.oNN ujf. = cn 1 , ci G Ul - 'Companies ; A; F s, � F 441 Y R t _ .10 P a ' a LEFT EN® ELEVATION scale: 1/8-. 1 0 -)Tt�C_CO DESIGN AT EACH E-WU OF 35TC'fLti BLUC:15. -THE [7E 651GW wiY_L VARY AT d.DJAC L'NT F301LVJ CI"?? -r;aE G0PJT RAc-rog µA.LL UGE TF-MPL&.1E5 70 1NSvP A T RVE RADI U5 L-UU 5NAftf�, C -EAR L+N c_�, V,EiWEEiJ S MOOTN i 'rF_ATVILE.D e7TVCC 0 i !I d t tt • Lr i s4 u �N WIN � a • 1 D LPG. \ 1 MOOT .j'rV lV1 lu W Co - cc, O FrU I W b j f LASW W G _.--_. _ Ll iWA 7 Z .�ViP, F.�JcLC�...aJRE SMOOTH 1b cco O RIGHT EN® ELEVATION sca le: 1/8". 1 "- -o- w cc cc �Io 4 W W Gr400TN co 4 q TE x-TUBER STU:CGO Y TEXTURED STUCGC • 3M G1G H �aTUCCO SN300TW STUGCO =' W m V T In o C7 w -a W LL. Cr. WoZ CC ®., h LT G�Nbyr �TUGCo DETt-\I LS �y�. W° ,, �nNa a' C L A'5_�7 A FIBEEILCYI.NaS SHINGLES oN -0=4 FF-LT 5/g` XTERIotZ PLYWOOD �_HE.ta?N (KCa� !� �M. P�5►ia N G 11LUA& VA5C I.A GCI�YE.(�=52V-1= (C i eEr Q-aa-rP-12--4 LVN% . 2 -0 �DFFIT- ,ECOW DkMY POUA Ca SLAB AtNckDtLS 3 CoNT a KopE WEEP5 2-a3x8KIK,Noc 40OT FbLOGK W / 1 * 7 CON T, EA,,FILLEDW( CONC, TFXTUKE9 STUCCO ONS GONG,$LOcK ROPE: WEEP5 24-O Q G 2-powS b x I Co KW OGK. OVT E5LOCK VV/ 1 47 GONT, EACH PILL&17 W LONG+ 2�d I%i=4MII�� 4uaaICAus TIE'y E-AcA a�57-- _G1_P•S s ;A, °' F.1 L3Ei1GLA55 CFI INGLES , ALUM, FLA5a•IINv - 12 -- $d0 FELL ¢ . x6 WIALUM, COVP.w —f3%t - 511 'ExT. PLYWOOV P&MF, oLU/n, so;G1r - ! \ F4CQt2Slc+ I%D='fttu5565 -FIXED ALUM, WINDOW Q W1TINIeD GLASS 2x6&1tv0c. o - O H(N(r IZ - I -) (N5 V L A?! o ry 12 E516 TYPE x D-ILY W n L L # QX'1 5TUOr- Sa►(0 O.G ____ —I {Y2 ApPRovev .�otrvT ' 5ER 5 5H1NGLE'i 211 y tZ bANCrkLI& -ACM .5OW FE�-t-c I NSOLATION �plsT ��FitUSS tNoR ,-- 1._i r-�)/8 l=XT, PLYWp,�µEA7NIN _ 12- 0- CLERESTORY ETAI L -- - - _ - ._--- �• I idble, 1/2"'s 1'- O" I: ts' T_`rPe. x" aL U >�. aril — I C,yWALL D[�AFT5TOP A .� 15STWE 6tQ TIZUSSI:s 111x4 P,i• P�LocKItJG �2 i2 i S✓P�L UpENIN(�5 &S ZE-q. I i t 3�/z �— a�z � I"x Cn FASCIA Y�� WOOD TRUSS � WEIAL DLIP ZDbE —_ P LUfn COVER I I1J ALVM.CASC111 Gov!✓R T-�P"E X- I j--DR.ywtLLL. DRAFT570F Q `� 6ETu1EEN"r2Usses APPROVED METAL -- { � Il�t1= rT TG�� ` 7P._t�5s AH G Ho vs @ g- u c c o P T O p x u i SEAL OPENINGS A5 REQ �M1� �� , c`ACId -T2US5 PREFAB.EIJG APPROVED �Hevr L'-�WC��, �, i T' E>cTURE,D tiTUCC o WooD 7AU�SES@ 2-0 oG _ II M T.lA C o¢S�EA•END LQNGEAlLT2. _ TEXTURED STUCCO j TEXiuR�D �iiUCGO W/ E N N 615Tom9 FwLasw I UG � t � '� Ohl PAPER BAG1GEi7 � '/2� Erc , PLYWOOD d -- EACH RV55, i L&-TH OV&tZ III; METAL LA71I oY�R T i I 2-LAKEIZ;+ j gz.'r_x-r.PLYwoov ,0# FELT i 12 / 2) 8 X6 x ICo KNOCK 5/8 TYPE'x DRYWALL PKC)VIDE FRAMIh1G OUT BLOCK W I 1 1 _ _' . 3'�2 rAPPRovE12 METAL 1 @J2 C7,C@GAP�LI_�ND Cow-r. EA, FILLS P iLLTe,5_ T�P(CDL ss NCNarzs I _ -rRU A � R-1�7INSULA7►oN C -• Vd'COWL. i (�1� INSULATID)J \: A COATI / . , . r ) • * 'j' (� /� R A K E DETAIL R 1 J I N SU L T 3 �2 i Y R I �./ !�i L - I' -� ZA1O-W/ALUM.CoVEK- _ 'S 3" v . O° l scaW f -- --- ca f�' SMOOTH STUCCO 5 T PE X DRY W/�LL. r !, JaLt1M.CsUTTER �� 7 PE X DR`� WALL i � (8 4� 5/8^TYPE x DRY WALL f �jL � � Q _S/B 7 YPe X �Y.►V4.t.t. R u - a � A5T TEL - .� ... I � ,1 4 N \ V D. � L o C K 1 N Cx ]✓ N G, P R EG �. I N ' �� M I 'O � ••• 2-6x ICo KNOCK ou'f I3LocK ZX OVER /ALLOPEUIW(rS I � GON C. W 0 Nil* -f COt.1T, EAG� FILLED _ FILL W1 GONG,t �7 _ __.� i�lvo r Z � w/ C O N G, PERFORATED II I !. �• _ L ` ALOM.yOFF)'T -- Q _I y,rALnNrALL neou�+D 'L`—`4"'� l�l.�-��' a- = 2 FOIL f3AGKED DRYWALL EJECTION, THRU I \. �jM0OTH GiTUGI✓O "` f FJ'LIDIN6 GiA55DOOlZ 1 }Lj Of+L I X2 PT,FURRING .' i , I W�6BAL4NT oI..L- �I /2 1�R(WALL O1� 1'�F'c�LL.F�AGKEi? �R•-33 ALUNf+ W 1NC70� -- - r6—'-*'\RARTY WALL { D2Yu,ALL a� ►xZ i gQOV►lD POD ft I P.T, FURILINGC 24 UG Qv_ scaler 1/2 .1 - - t E. T�C./1 d I v��V �G✓ 1�� — APP[�.ovED SEALAI�ITQ.lOIN T I i I . SEGOIJDA2Y POUR I I (� PRECAST CONG• SLAB -' U i Co PRECAST LAB _ �'FRECA5T 5LAPs��,, Q ENCr. DRpWIN(75 TO b�5uBM1T7BV I I GONG.-[flPF1A1 (�} PpSHGAST 5LA P,� `� - - FOR /�PPRoVAL, 3RD. FL. I y tzt 5 �,. To 2� 1 , _5 M OOT 11 57UGc O �i I r 1 G� �NP �` ----------- CC G G W - ®. _ Q 7'Y PIC L\ L- I I- I I .. -SPRAY TEEXTUrLaD CLGI ; +. j ENGINEERED PRECAS-r SPRAY 7EXTUAED CLG, , I w Ei� P(LECAST '�LA� � 1 LIN-rEL OVER aLL OPENINGS 5/6-TYPE`x pWNpL � __�-- / � ! :` �+' W FILL wlcoNc. I '1 I , ' ; I � ' */YIOOT 1-1 4�^L►DINCr ALUM 3�i�,FL, G1L7. �L I DI l.I G GLArS BOOR 1 • Ile DtLYWALL ON '/2 FOIL ��GK1rDCR-3) e i pRYWALLON 1,<2 WlNvow p.L FVaTL 1NG0 2gOC Q '� i tx1ISCALAu� ALL f 51:E D1VG,% '/2 FOIL BACKED DFZ\-(.UJ.LL 9,T.FOR�1►I6(o2Q p.G DiJ 1 X'L PT, FURRIWCr�2yOG I '� Q,SIAUNf7 DoUtt. I ,L L15.Y�t7s (� i I b2�f WA L. L• ALUM, SGRE:E 0 { h" i � -.FRAME � I ! PREGAS"f CONC,5ILL � 7?C>CI.A,GL --APp2ov�p.AjEALANT� 40 MT � (p PgEc.CA5'*' CoN G, SLAB t SEGONr1A2Y P'C3V2. I , 2NL7.FL00R. E14G.DMAWIN 65 'TO 13E SUBMtr-rEp Pt, i PL1,OYIDE WA TE25TOf' �'PRECA�T SLAB �3FtvFLbOr2 (�} Eo2.n,pPR©UAL 2Nn,�L, ► Y (pPREcAST SLAPS � 0►1.�PweL.L 4��WIp� SIMtLA>� �r Go PPIN C+ ._ _ o P E '2. ON L o o R - Vo�E O O O O _.1 _- _ � � OOOO G - J ROVE CT`{ w SMOOTH 4lucco SPRAY TEXTUgraP CLG. ' �UJINDOW PANELS 4 PrzEcaSj�>,e.f3 • r- w .4 P RE CA b-T 51- h al, x \ I iORAGE -A PT, "' i F'L. C,L6r. H SMOOTH STOCco t „ • i � ! M 3 �Ib' M E-TD. L 5-T V D 5 i !/2 DRYWALL C nW '/2"FOIL f5AC KED(R-3) P,T,FURRINC�Ca2a0c DRYW®LL On! 5� TYPE X DfLY\1(4,LL y 5 TUCCo On PA P& u 6AC k F-D - ��: I I x2 P,T,lUR2ING I odor I i �Yi ` METAL I-ATH 31.Oav- W J Q cQ `�' I} y� A L K wA YL+� 51a k1uT5 V m p • �ih :; 0.aG �I wcn Qo U. 4:g • ' I P�1�lEi2 p'G1'OLQ Ufi�� b 2'- 4 _ � V) '� � II 4 COIac.StAB lv g 0 N I (p XGv M1Q�Ib W.W.M ( 4 COkJC:, LA.E5 Vl' I: 1lfiQ� 4 Co N G. S LA b I �� G xcc 0►o/to W,W.t+n I.�II ISi, FL(50R p-z L� Q' \� i '' 2✓ it I �Ot)13LE Mt H _ ROPE WEEPS Gp_4 Ci oG =� II2AILIL.' MAi�, - I d S T� P o �$ v0oPLI- mesH I I (STD FL � I F. — , -- -- — vApoe eauj_� • i V,& pwL_ L5A R RI F_rt � ,,.. 2 ��j II 4 GONG, SLAB w/ 3#� tr 5 2 G x� A to/Ia W.w. M { ; 3� ,, � 1' toy+ �2-_�3 -6� g'•- � � �, -I ®-- - T SECTION THRU SECTION THRU StUTION THRU 0 tt. p � z T ._.. I C Y � 3 PARTY WALL 4 iV LL. STORAGE CLOSET ,� RAM,/ FRONT WALL if ,. �j ALE00 r ' scalgx 1/2yI� "1•., p Q i/2-of Os s 4. I NCB L. C-Jry "`- Fl`/a.-1ci'14'61 ALUM, GUTTER fLX10 w/ALUM. C.OYE R PEKFORATE p AL U M..J SC)FFir. p�iocx-- BEYOnJD A.LuM.DokVNSPoor 6E-Ya"- -- . 5tA00714 GTUCCO FAGS OF 5LOCIC BEYOND mmum N 112589 Fes, I �'2- P. R�FIN. A1.Ut�, FLAS�i Il�lb Ile _ F��r r 11 - - ---- ---I-- I - m # 1s O o" 2-6r2lC L A S.S "A '-)c1B1=K.GLASf �l-t►NCiLE�j C�ht 3 C) S/,n"E.XTfElZ10W, PLYWOOD 0 2 *4 I3�8 RAMP POW" MAX. 2 THE 4 T A. I` !Z C t5 wr R ACTO IL. S K .& L L D P--T . IL Stale 1/2"-1-.0" &LL AI,ICHCRS QND Ct9t QEJ CTIDN9�p aLTMtEFrA ___.. Fbf,&Ml 5LafbASP, 5TD. M5 AND WAL.L15. 11 KP—TIAL Hb.WP1ZLJLIN.ICa `..+H,4L.L 50E I JCLIiDMV J13 .C`A+(z.. l+�!i.S MP L `Y. �UJ5fyi1T 1sAt_G, SNUf ..t?iYCr.�s, ;% _ ..: PREP T � 1NTEL. �.cHlrauIE WKTEL ND- _51Z� WID1N 1►pE�N roP .. ST�E1.. BOTTOM �TC�L —�;rar:�u � -- 7Phctr� AWMk(T~GM s.. WING �.Ntltor �12E t�e► QT YEly v 10"g 12-" 74 *-70 4I12 4, *40G I_. +' 9G ss 4 1L7x 12,E � _ '7f 3-'�?� ¢ 10 =}�l�rQ/C � 4'4-0 IZ qc, bb..7 I O X 12 ?- 7� 3- #� 7,0 Ak 3 4 10 � o/c 4- V 2 ,, At'P Yc d w�iei�A,Vc alC110g5 A7- ER. T21JSS. a}IVL, I i -14 5LOGICIW Pi-00C 2=L�YEIZ.S -. 5-leftY9EX--7.10NA L L- 2 X4 PT. E, LID CKIN(, - to iZGIh,JF,al- OCK COL . UNVER ALL LiNTELS d"PRECAST SLAB $X$XiS+o KNOCK 1T BLOCK W11 11 EMT. t-A._.k FILLEV fl comG. (91CALeueA, FLIDO R.) V2 FOIL BAG KE.D — 0P-Y%X1LALL oN x2 PT,FuKRMG I_P-REXA,5T SLD.® _ 1I 1 \ _ ! H 0 s_qa i e 1 U. - CATNE..DZAL CLG, :§ ui A L L. a 2'/Zk 194 ALOX), 4ANP P-AI L w q _ 5F-CURI:TO WALL A.z Z tL - 1 Q.. c pG E 01= 5TA, I K 00611,* _ a FALL RAIL DETAIL .. C� eI 1/ 2-- T- p+ r in Q %w v m 2 14 r' V QC w - OOT E; ALL ALUM. RAI LS - 1 XZ ALUM. C ' 10 HavF- mF-P. BRONZE COLOR -� I PI GKETS �+ fo O.0 I � ' _ t•- U - w 1 x 2 'ALUM. C - N J `n-T P O-5 T i N w s 5 ALUM. AIL 4DETAIL. N et .1 /2"' m 1.". 4" ' RAILING SUAL!_ F-5E DESIGNED TO M EET M I We SO L' PLF, POR I Z . LCSAD REQUt REMEhlT� � V m � d ° AS PER COPE i -1�2:AV411 0 29 v0 i•1 Cr �� W wI LL E W Q ® zwz w l.—, M SAW O z w � xw w 1. N -I V+ 2 h 1, Zi r t-. ;c 1. l Q I,. -► fl CEILING�voo+�Trtuss� 1N - , t&2nd�Fl.CEILING. 3rd.� L. L� E� :..._. BASE' -REMARKS .� i..A;. n :<- ,' FINISH TERIAL EI HT FINISH, , MATERIAL HEIGHT _ ;<• �� M TERIA ._. i�tN Ste. F'I IS MA H G S . i3EO12DCOM CARPET \NOOO OR —fWALI CAI N1" NG 8 . I„ A�nrT YwALL - s> a r -T Ex r ' I CIV1 ,9 12UOM ', CA42I�E1" woo QRYWo6,LL Pw NT: `; :... N�.' >F 8 MAI _ 1' ZYWALL 8- 1 LCGr- {s}T, �% UNIT 22C� `� �, - - >✓ w t�I2 w L paaY-okI QNG 8 _ I r xT, r�12 WALL' , t chG� PTI udel ur�tr a y ` OI IJ 1 WCa i0ZOOM GQ 14 P T OOt� `( ALr PAI ITT PA1►.1t: Y.' . - KtTt-11N vlr•�(L. vl NYL t�RYWALL IpIN7 coNc. t ►NT r�t�z�{viAU. 8- I _ M-3 urGL�KZF E YVOOI p12 PAI W l T Co c b �/�/ K' IN GONG 6- ,FULL.H�rT,CT. pROVNq TuT;NS U>Vr? to hi �/I,N`(l.\iiwYL 1qY 4,),L A Tac � 1AINr^, 5hI2oY CA 8 - L" T�xT4 MI,GA sptr,�s�I �pYwAL A�G W/ i� V i EJYL V I �Y 1..; t�12�(WALL t=AI N( N� r�,IN7COUti eR COPT T. OIQ ALL IoA I NT spur-oNC.c�cuoselel MsT cuo, CARPS ' Wooc) YwUNIT ID922C>� CARpE1 WOO► t�RYWALL i�Q(N'fI IIta LL CAl2pE WOOD OQ WALL PAI K f CAI tJ - `(' T �( _r�F2 WALL:it►GE tJ L W INT sP2sxf•p►J..." CLj1JG ��• I g 1X ; cxzYwALL 81, 1'u I 1-4LiJ'j G�05. vi ►:IYL_ v1 �( e�Y ALL 1�A ,_ - 1 r . PANTtFI.�j, UMIT 22tJROt1Y VINYL VINYL QR`(WALL PAINT aA N� PRIWALL P NT DR WALL 'i•p, _ . . 3 BA'T 15 UIJh" NUAI 22g4 V I FJYL V IiaYL DrLYW&LL PdJ►JT TI~XTlPt_ �D2YwalL %3h TEXT PT pRYwaL► "�-O FULL IJGT, C.T•AROuND "fUl�.. !� t 1IJEsIJ UN1-t I IOAci CARPET Woov DIZY WQ LL. pAI I..►T Tax-T. PTA c6mc 8=�" TEXT,vT my gL IN z 2 KITS #SNIT 11 A , C i ® W. Ir ► 0 : p —STIG L:AMINAT- t✓INlau AT ALL F t ? 1XhOs�t SURt"AC1✓5 ON K11GNN ANO o ", 13Q�4-It2C�OM VANIYI�S -_ I L i nn, R• 12R.Ywb LA- + - kc )r- ti / MIRRoR , GE tz�M IC "� -TILE 4 MICA SPLQSti COUNY@R-CD 'tig".bAF P e 46Q. i P Ot µ N — 55 H#2ONIT220SIMILAR 5 BATH"UNIT 11 QAATN NIT__10 scale: Vsoo T. ©" , e~. f .. 0° r 1%L•U OI2E sGEN7 W D, !3L O cK1 NC> M � I X�L1 t2� �R. OfZYWAL y� .�. i 4VENT XG R&WIRO) s t t, * i , w(PLAST1G LAM wIS! I TO M,&jr_0 y 1i M ► IZ,1240 2 % } I G (CErZAM IG CAt31►J E-j S _ ¢"MICA Sj�LASI-I 4" MICASPLh&IA i' - gaLF SuPPVLT �icouw-TEf2 Tof' ` bltpr. bo,P. _ GOUI ITEKZ TOP O A,S 2�qul ReD �`� q z C'.O�/E LIGI-lTl NG a 7 4, MI GA SI�LAs1 I � CC L JTER _110 Cn 1 KITCHEN ° UNIT•" 110 A iiiB�ll�t ��(,7 1R 1�• oy COS/ e L I CU 1-1 T I ►.161 1ICAC,OUNTE1'R TOP) j 1 J \ OW \ C.UvE: LGNTINC, PA�j TFIRU D1L`( W A LL —�v �OC)o " -- (0 4' MICJ\ SPL-ASH r COUNTI Iz Toe y wA�►- � E F a �_ w t✓L, � ___�' rcYe) F t�APKaE c� Gag, I 1 .,ALTERNATE KITCHM ° UNIT 220 ALTERNATE 4 KITCHEN ° UNIT 220 sca ie: 3Ar a 1'0 p' 0 , ►�12 Ta �� 2� 81� �I�fi,'r D00-R SCHEDULE AT I AL TH SH. RATINGS :BUTTS LOCKS \ MARKS' . MARK . STYLE LOCATION . TYPES1� RE. IDQQR, F A I swI1.IG_. s�[v>:z,A�,e A 2 )(,(06 X 1 /4. MTL., CLAfl H.M, 4A-_UM G LAeeL, . 1!/2 Kt✓Y Q swlrJG , ENVY C 30 X Cow X 13/4 MTI- CLAD 1-I.M, ALUM. G LAE:)EL, I II2 PAIR Kai _Yi U-L:;-l�'P.RQYEp' _C-L:O'SiEC+�: O P5(-p�OL0 LAL,"of:w`( AG �i iv >✓ 1&L ��7wl - . � Mr- T� SWING �A-(N A /L4xe_8x 13/.5 Nr_ltMD WOOD _ 1 PAI O 9jl-FOL D ORESSI"Ca F� CLO5ET Pt4.2ro AC aA13/6 METAL METAL ® SL..GL. LIVI tJG ROoM 90C08 AL k C)L• ALJM . a �I .FOLt� LIWP-W -'GLosET >3 2°,Y. c, 1 Mt-ajAL -TR L _ M F �-- '' \u/rRAC-4 gW I ►.(Ca 1ZpOM /a 2 �° Co x I '-� 8 F1 C.-a WOD.R WOOt� - ' 1 P% 12 t� 14 _ O 131-�oLC� �►�.C. .W H GL� i✓ $G�Cob Al b MI✓ -[AL E51-FOLI7 C.LO.5F-T `.��.'CoP'� I3/� ME;—r .I- hdF-TAL. MFPz W1-TR.AGC II 13(--Fvuc.) r .A u N D_1Z..Y_ . _... ----- . ,3 °x lea x j J_lETA l Mro TA.L rat F1� w/ T�AGK t2 5.1�t1N6z 13AT A 2 x68x 13/8" N.C..WODD WOOD ( PAIR PR.I V. W ( N G .0 L c L. C. is ,T . - ,5_ P R 4 0 X 0 M F. T a L M k C� L.. _.: �!► � rZ _ -- w / T IZ a c.w_ F W -� Q {3. V0 . . I.., wM W x .0 Ld F _J. 3 00 N ,�. _N i / j (�._ N NO : ONLY l K4 KI-jC." NS O 1 r" i 3 R D, FLOUf�, I s w.A-T V r v ea a F a r! _ 4.- o ��._..� CovE LIGHT �ETAi L _- 2-Co - m;N_„„ u AT ALL 5E+ow�as sca a Louvf✓12` 13 7° 8 OATH UNIT 22QA&220 TYP`.LA�JNDRY CLOS.Ut- ATUNIT' 220A/110A "i.. o _2.20__._. - scahs� 3 r$'`.1 p,� scale= • 1 0 e1-A5TG cc>vE !'AIIEL - �.. - UNITS_220&110A LENS - w t✓ L I c, I, -A .lG Gvv E L I ca N T I N c, l`LUQ1i.is56NT WI►..It�OW SNh.LL PEE - sr ,, � _ koLL(50N oR APPRoVF-D F_QUA: ` W/6KoNZE ALUM. N f:: AM E. G L.AZ I NCa S4 IALt_ (n - P�E �oUr�L� Sfi2F►•.IUT�•1 -g �� FTXEp BRvNZ.>_ ALUM , Q: 1NGLLlfOE NA120W�RE W�TIAI7�D lNSEGT• 5C-REEI,: CZ Lb4S H - 1 c 17FATn OY %111KIMid) v F 1 XTUti. ALL .SFi LoUY1:�2 0 IA1?�!f LE. 5L►OIWCi GLA55 cr�o¢ 1-aU�/E11e� J ® �y l,lpl?►2 C D E . .. ! A 5 2 2 L W ,3 [� �I TYPICAL WINDOW :v D CQ O-R. 'T Y P U UNIT .0 � •2.�Q , 14 • �. , - , 1 « / V_ ' 1 N C7�1-I �t2 C�LoGK. 13L0 N G W !' opEN / 4;I�G1-t1�1 -- PAsS TN12u PAS THKU r u AS ,s D�Ywa LL 'r 4 iC7oQ TWGGD -- SrIJ CC,O QTU-Lt 6 fZFQTD r Z' f A 1,42 FIT, 4' Mlr_n S.esH N/CITE MICACOuwTER TOo. E A, "(. StRIF'5 �L?IZIZ1oG ST • A COU 1QTE:R -Pt- COv L IO H T D E TA I L i 1 cc�rJG.. L 1►�,(EL . coNG.LII,tTeL •. s(I Irrn /2" �o1L t�AGIo �-- scale 3/4 = • Sfir,«aLL oN lx2 H' .: �'Lu.:O%R WALL p I � `/ bW \ "'Nil / •' II '1W'P1 WrD Sou Mnw hT FU4212I►.lG `? / RANGE ±� RA \vL.i C,P12 TIL; I.1 E✓ "P� , , hf&Jj.WT A I- L fl�I FIN OAcaC. ` 1-iG2 11 , L�tif Al. {��,1 S ALA►.t( 4t llM. Sly. ��1�. t / PANTRY W1 `.DR1rWe.L.� REF, aaJ.�iHLVi�� _11 _210A UNIT R ------,._TYPICAL 2 OR 3 STORY BLDG. R114'.-,T -P L E A 5 ME L) EF r-OLv WA SUPPLY AUX. D P y W1'fLIF' To vVTSID AIC CLOSET DETAIL YIA W,-L -* .-da R Es -To a �r -WALKWAY Yjf � -WATER -RISER x7. 1 ti E,W." PAID C-r� P,) i AHV coup. DILAIN �T,40.) E,w N PAID / ,L1�[U CoN D. DRAIN �T`4 P6 'v TERMIMATE@ bUT51 pE Co A.F,G 21� to-14e.a veNT PI . Z BATH 'CLOSET! ,KITCHEN 4' Fa►� �.1 010 „ I 8xco Y,tw 62)(A I.W 010 GFM CFM 7 j AlQ i1A!►DLEQ telb\� I i r. [ > < Sx 18 00 lC1Xkr VHD D" I iiKa" VH4 1GM 75 F l T Grtl L LF- 20o c PJ+'► LIVING ROOM BEDROOM r • LTYPICAL FLOOR. PLAN °UNIT 110A scale: 1/4~: 1' • 0 "' i I E_wm TEMP RFELIEF �P) CON DE.1JSATE. TEMP. F,ELI�F MISC. RISER DIAGRAM NT5 WALKWAY TY P I CAL = FLC SCOW 1/4"s T. 0" J L _ ' V TIL �T-�p ; 2 r� i p Is P, TUQ AIM LAUNDRY LAY' I Lve, W `rG1-l�N 0IsP. wI m t i � sx DI w 1_AUNpl2Y_ LAv. ' we KI TGI•�I�t`J I 3 COMW 4 V 3cc, m5.wty I BATH DISP, 7-3 D-, V 5 K cp 1 l' u E>• KITCHEN J Wf M BATH LAUtiI D12`r LAv wc� PLUMBING - RISER�IIAG A _ _ __.—i �L�. PLIJhr1131NGI PI;NJ: T.'1'ING� i%12W1�1-1� KTs ��.� eP-: MI;-rAL. AID iN4�rAlLf-�:O ALTERNATE TYPICAL FLOOR PLMUMNIJ 2 12COlet 1/4"v T.0" i t�2xf� \ 11 3 a0 G FM �l Lj U'SP.GLG, 220A A/C EQUIPMENT FOR UNITS 110A & 220A AIR CONDITIONING EQUIP.: RUUD 1-1/2 TOM Air Handler UHQA 1005 4AS Coll RCP8-AOI8 Condenser UPCA 018 d,dS O.T.U. Coolln9 - 18700 SEER 8.0 C.O.P. t.8 EQUIPMENT SPECIFIED SHALL BE USED OR AN APPROVED EQUAL w ,y I - a m I N z y W a uj z 0 Z WBE ' Y O Lap Van -c 2 { \' C®�1'tpit1 o ME N 72589 4 s 0 mwnrvw,y�,�� LEGEND OUPLE'A Rr✓Cf-PTACLEL 220 VOLT RECEPTACLL { LIGHT >= IXTUR.E VV,&LL MOUNATt~p LIGHT 1=1.KTUP�& EAHA U`5T Fe.W ' FLUOkLE PCEWT 'YT-RIP 51WGLE. PO4.t-- SWITCH ELECTRIC Pb.WEL DiSCO}. -SECT 6WITGW HT\/ JACK TF-LE PNoWa CUTLET Q SM-OKE DETECTOP, EXii LI VNT FIRE ALARM PULL STATION F.I RE ALl.RM BELL n 44" 44" ---.. BATH I I � r • KITCHEN 0 A GfI a i AI - t 2P xn Qi� i ,. a 4 4' _ H TYPICAL FLOCK PLAN , UNIT 11 scale: 1/4". 1•- n- t' GLC�, 2 FLQo W& _!WAY____ 3 rd--,,,,FLQ--, _0 ui* N a ... �r 44 - 44 t DIN! r bi P _ Al TV f +44 Cf I ATTI KITCHEN i'i 5-QUIPMEr--- ENCLOUSUR-E I D'w 1 A 2 R I ►-9 A R,f 5 E R. V IL E, END" 44" - - 3 vF1- C, i KJI -: Imo, 1E Fib ZZWZM - �+,� EWC: DkOPPE-P G L -i-C7 Apr-- I � r-f�UIh 1 CLv H00NTED w - F X TURF L TOP FLDOFZ- I _ I _� � O ►J L � I I ELaw�.. TY TY i - I i I MASTER BEDROOM <? ya idE .1 LU �-Jc�l I CAJ ej:>-4 �CJ�Z e-6, - C—*" _PA7W fJ-'UIZ.P CA-4�1 , poo,t j FLOOR PLAN UNIT 2 2 0 A � 0 s» m n �cc ac W 4 � z ac VI � ILL W Z OJ z u-, .J IZ cn ,i Q Um WAsk W _Q. is UAn � IXW, Q3 f— Z .w z I u v 4 i� u UJ Cn coo 6m uJ to V a W W -ji ® EE -1 O wCnz ZCwZ LL a® a W M w � � y fz � t' j L J L A J L 3,VT Y . I V3e TYKCAJ.) 1XI 4% c W wc L4y IV/ N4 14 L IV K-ITCWEN V C) woy L At six A t P3 pl W/m Lo bTf VA vvc ka -ro 5i-rp- _r 7E. �F -rc, c;) 5 CIO Kle; 611 wl PLUMBING. PLAN FOOTING MARK, SIZE REINFORCING REMARKS IL X_�X D A CON ,4 l- 6 3 #-.5 B CONT. -1 A-' 3#5 f-o" ONT _3*5 *5 E CONT. 1'-8" 1'-4" 345 J NT l'- 0" 2* 5 • _CH) tCOINT 10* 8t -2* 4 • N -rF4,e; eat 4' 4 -5-1- 4" to & 4-1 (�E5 - 4�5 -7 4 to II ,6' OZ - U J�V Q. _T�41plu LAe�, IF z (n - LL W -I,- _j Z KI -,I __! - 72 ck I. Z z In - - - I - Z F 11 el a 4Q - E!A 1 -4 : k F f Idl f f f I I I I I I I I W -.1u1 4 1- 2 = 11,1111411111111111111$1111111 till[ ILIlt I IcD ltpL4& ze A 4 z A z LIt LLw z I \1 (B I/ 40 �,,F_STYPICAL VETWL L FWc!=) rl _ikller SWEET 4 10 k4 53 T 00 NOTE: ALL UNITS COMPLY WITHL _T 1 5300 5300 THE FLA. MODEL ENERGY CODE UNDER. SECTION 9 Ll 8 NOTE: .0 -7-6 THE SQUARE FQOTAPES LISTED 7,6 a 1'e, L 41' aL 4" 5L 4!' L el 4" 4" 174' BL4 I - - 4" 7-8 1 9 r 1 1. ARE BASED ON AN INTERIOR UNIT ,INCLUDING 9XTERIOR WALLS. AND X CENTER OF ALL PARTY WALLS,, 1111111111 1 Lull Imly; 11111111''I.A, LLFH MI. It TO THE BEST OF MY•KNOWL EDGE, THESE o 3 co PLANS AND SPECIFICATIONS COMPLY WITH (:2;XG _C> /10 \\4. W. I_ONS - -IT r THE APPLICABLE MINIMUM 5UILDING SILL -TF_ M P 0 1?-N rt Y CnVER VAPOR DAKRIF-9 OVER C0MFL\CTEV P CODES. FOUNDATION NOTES: opewt-le, t, \N1 'HAVE BEARING Liw-m-i- A50vE. 70 MLOC FOOTINGS BEEN DESIGNED FOR A MINIMUM SOIL _10 �300 5300 — CAPACITY -OF 2500 PSI. 5-300. 5300 00 2". ALL - FOOTINGS SHALL BEAR ON CLEAN SAND FILL COMPACTED M IMUM. 95 DENSITY. TO IN G.C. SHALL FURNISH SOIL ANALY- L 4- 1-411 PROVIDE SOIL POISONING BELOW CONC. AS PER F. H.A. I I ! I I o" 4 4 SIS REPORTS AS REQUIRED. 8 ""J +b it REQUI 'FINISHED. ALL _j 0 M 4. ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL REMENTS. T CID jw mu,q RECEIVE A LIGHT BR M EXTERIOR SLABS THRU BLDG.' SHALL RE I o/ owlivi m _Vt! p 1 (16. L P FINISH L 1p _j 0 L o .5 RWGS, FOR FIN-ISH LAJ 0 FLOOR ELEVATIONS;.{ A SEE, SITE -ENGINEERING D I rl cc hili. 46 w Lu 0 IT co J14 zto 1114 4XLY 6� OWNER SHALL OBTAIN A SUBSURFACE SOIL.INVESTIGATION FOR vi W U. ALL, OF THE BUILDING SITES AND VERIFY THE 501� BEARING E 7 PRIO . . . . . . . . . . . . . . . . :*CAPACIT TO CONSTRUCTION. w I 17F- p t/ (L o i _5_L,lL4l.YF-9 0 F_ D `TYPICAL Fz5)rr V'Ll, F - 6) 0 WITZ m_ 1E.15 H - I to e.-I L. At$ ��,l C. 5- F,16. r 10 ujVif E,< _61a:&rtlN(7 Ai Fl L L CELL VO ip W/ PtAROCK: comc. A 7yFpicAL _LL -WHERE �1140WN (3114,111179AWK(5s, Al iff OLA 61 it 46 T 7 It 4:p I& is 0 ,� r"%LAN a - � J�) let F iT 1 1111 C9 to j 'A FOUND, r it j It I 'ATI Izi 0 4 T L ,fbw "'11'r a 4) .W/1400KEP DO EC 114 FTCX, .4 Dr&Afv4 Ar. DC 7 T 40 4 r5i 0- Zt: L5 Is 0 )-o COLUMN. RERIFORCING! lieti lo c all ,,3/4:1 30124 _ L L 3 vTa 3 VTR ( TYPiCA-L) (TYPICAL) p I sP• t_ AV. YV / M D1w UTILITY e K,ITCNEN '3 COM D• tl4- v lb ComC>, W t V Dw SK L AY, TG H E IJ W/M UTILITY r p_.1 Z PLUMBING RISER ®IAGRA WATER HAMMV_K A1�tic3ToQ -0 AP-(. �IQ tp 3� D - I a o N u N 1- 1-00-�� -- Q W ��F L Ep�®o uNrr 'i, I 1 1 �a c� _. H I,0. t � I WATER RISER UOIT 1 ,4 600?e:2Q ta ITR CE\VEt2 ' TO 51TE SEWER TO5ITESEWE.R TO 51TE SEWER NOTE, ALL UNITS COMPLY WITH `r�� OF MY ECII�WI.-EGLj�, 'rE MODEL ENERGY CODE THE FLA. e oHFIY 4i-�PLUMBING PLA i UNDER SECTION n4i A"6Af3LE t'Iid►HuR r5u,u�! GUI . scale: 11TS 11% 0, 1 �j-7-4 45' �4- '3-7-4" 34'a Ui u �L pal _ �' �,-� 8-t9 ® 0 4 22=10 'co ® '7-, , E °� 2 i-f 8 O 8 2-f0-2 _ q -® Co=B �- i 8- 2-ID °1-2 7-4 .-2' 4-8 2' t3 O I-O W ---- -- - J J1 4u,J sILI I �.�.. •Iv w/ N - - - - i Zp - - - - - - - - , _ i Q Lh 40 { YE LLL= --¢ - -- - 6— 4I 0 i I ;N _ __ - - -�- — - - - - - - �► , � ,nl ' CTYp I✓a �IL.1-�1� GALL.) � I .. � I � � I rCo 'Co "T O! I 4 I 4-8 4 TYPlAL �. _ � I g 5300 300 ©�- � -� `� $ �o 4 �OLUMN I cow-7T• J01 NT 5 5300 5600, 1 z -oil 45 FOOTING SCHEDULE MART( SI.ZE REINFORCING REMARKS. L X ® A .CON , 1'-1p" 1-6., 3 #,5 .._. B CONT.. 1- 1'- 6- 30 5 C CON ;, 2' 0 " _ 1'-0" 3 # 5 _ I 1'- CONT. 1'- 8" 1'-4" 3* 5- G CONT 1_61' 1'-0" 205 .. N CONT 1-0• 8: 2* �4 • •:1 o ii I 8-4 .- o �---� - -- - - -- - - - - � Q L& 7-g gI-uu g-4U a�� ?gu 1-8u -� a,4 -� g-o r� g.�o� a z -_ - — —- 0 3-o a a COtJhT, .1T. a Ir ••('�`,+�C 21�Q'( r .4,C0 C.T)LAaw/�xr4p 10/10W.W.M CoN,5T 0PItN tiG� L- OVEF4 VAPOK 6ARRIEK+COMPACTED FILL I w(�R6 CAST LIWTEL rp 4PyC-)vF_ TO Ft)6 BLOCKIE D I" 13 5300 5300 . I 5300 _ -. 5600A pELETt: I 4 -®19 � A o _ I ' -a! / pJfDE DBL LAYER 1 !0 n m I y tA A ap - mI I 7iv of MIL to i" sLo. ( _� m U p t=XT. bEAR�N G WALLS I .4J - -f --� a (n J U. —O- - I CoAil 2 /d_ I I E -- W W 0 FOUNDATION NOTIIS : lull- 1 . FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL BEARING _ F _ - _ �' WIo�G i�iP� i`T-I� - I Q a' C7 Q CAPACITY OF 2500 PSI. N — N — _N .- �i HALL BEAR ON CLEAN SAND FILL COMPACTED— — — 2. ALL FOOTINGS S_ I • i H TO MINIMUM 95% DENSITY. G.C. SHALL FURNISH SOIL ANALY- } _ — — SIS REPORTS AS REQUIRED. � __.__ _______',_- _ 4coNc.�LA� 3. PROVIDE SOIL POISONING BELOW .CONC. AS PER F.H.A. 3 _ REQUIREMENTS . ' ,r1 G (TYPICAL) J J �� 1 F-e,L 4. ALL INTERIOR SLABS SHALL BE SMOOTH TROWEL FINISHED. ALL I ,, „ ,, "' I " ' ' -''� �`� ' ,� �'.�I g-o-8--- 7-0 - 4 �-2 2-io 8 8-o e 2-l0 �'•4-o e 8-� 8-8 �-8 T-o d'-2 2 1a 8 8 U 2-b _-2 i-a 6-2-13 1�2 EXTERIOR SLABS THRU BLDG. SHALL RECEIVE A LIGHT BROOM Nr f,411 L FINISH. ,q �' l=4" _ i LP' ;� 23'-0" 14� Or' �=a- 1 4=O'r 45� 4� f 4=0� �''-4' 14 � O• 4�,81r 5. SEE SITE ENGINEERING DRWGS. FOR FINISH FLOOR ELEVATIONS' , r u h t o n r. n r in c n ,' c r• n 7 1 i � � v G G T T C A T T (1 Al F!l D ---- ------ E5 30 -- E3 L. ®G 1.4 p A h+-i `Ir u+! o. L. L. � m El IVZtl m W%j �o 2. "Y. J.- Ott F LO L A, 11 Y. tit, ��e. 4 10-10 -10 4-8 546, T 10 0 'Ili It I Mil T I 4- p5LE,:�-rw v "COLUMN LOCATION" No-rd m I -I 4il, 11 r�. A 5300 5300 C4 5300 5600 A 4 1,rAL 5, 45 14� • 4 1 - X�v 3- NOTE& 44-4-,,--+- , AXITUAL Loc-AT t Oka- OF 5 ATT ISATT IMSULAMOM TO BE, LE-"Y FP§ L 5300 5300 5300 J d it11 G1 4-' 6 4.6 .94, e, 1 4" 5,'CD I 4r i-011 _j 0 cl J 6 cr. wmuoi W tsuuaJuu111uIA JUAIMMA AAJUAUK: ■ a w _j 0 z gnu w W• z U) z CL 0 0 LU 0 Ln rx Sam dw 14 i /EI .DRYWAL.L ._ lRT. &)TnD 5 Lp 2 -0 O C u _ �t2 PRYwALL 1w_000 SA5£ FRILGA9T cOWc- 15LA15 Dxv6 S. pRo►Y oN -r�x-ruRrr. DRY WAL L. -4MET, STUDS & 2.0 04, SEC"LTI CS _ T F M U, TYPICAL _PARTITtO_N DETAIL _ O AL �O- s"• T- 0" 4 WALL ,__ C L Ass 'A' ON 1eY PLYW000 GL85S sNEn.'TNI Na i .t2 D RY MCA L L. ON C X ( fU► Rl Nca E-:A.SI0E P'Co►•1�, P Lnc,►L�— t.1�T�'. ccx.r>r►�ToRs suap owcq's roR - sly A.1'aC14012- DEW LS q.!' c x-- lr, sLAV NOTE ALL PLYWOOD BEING USED AT ROOF AND VERTICAL SHEATHING, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION STANDARDS. SIZES SHALL BE IN ACCORDANCE WITH LOCAL' CODES. i r2 6; PARTIAL SECTION at ENTRY 1 - Id 560 T. LY scale: h "• T- 0" a�Ir% r_O1z• Ap�f2ov�D WG�o � �N� way �1.c>c.►c► a>c, evla- rAPb *W4 Apt. Wo JRUeSES CA T- a' o. c, �- G yEETR�'S MFIZS �JiN1 1 ItJ GI- ljNczP v�YC, G_I.f�r7v I 4�.G2a✓ lr�YI�S�5j8-��lP�z4- _�► A`I�'�' �Mb M TAL. T):;ZIJSS ANc IG� AT EA. -(12Uss I �(Q1,C- i l AW-lam. CQ)TTE R t-tul�l2.'!t ►�- I NsUt... =bb _ r>2/wa�� Ywn�L IOY2 (. Ga0'ir' A1_-T - - __� --+ e3"8"�I (o' Caw- KI c.owr 1 ©vo Iz al lxol CON. LI N EL F1 7 coN-r, SU r.�11.1 3 �`X1 Ok-rWAI.L SECTION THRUL • - EA. SI1�' 1►JsULd7lorJ �'" 71 �to • ` a _ fITT1111111111111, V�Mr- ly -- A— Q �C-2N C,TOFFI HE: 2 '' AssTrr nt I r _ O O C, Q Rg1N 1s, caw c, _1 =L � J �q L rtal. O Ca p2ttl ` �r z a SECTION AY WINGWALL `d 1 `® &BALCONY SLAB. > E)LO 4 10 PAMoRA I L j z� a I _ ENc�1N��2Eo ' GI✓G MPp'4 OWCAS ao ,I -- ---- - i - --� - -__ IF �itJi S�-1 SrUcco 8'x8" pr2�CAS'jG - LJtJ(EL DESIG 0 W/STAIR _j TrxTUt2� sNcCo @ I r- �Q• G. �/ L'(ERNA71✓� SECTIONN AT STAIR scale, 1I2-s 1% 0 ` _ _SECTI N Scaler I/To f.I >�eCAs-r 4� log DETAIL AT STAIR LANDING sealer I -. I% 0'®APB s-rk-L)c,. INl=0it-r10W PRE-FAB F-M5114EEK AFFROVAP woop -rlrusslrs a 2=6 o,c wj METAL. HURRICXW1 4+1C OKS eAC;H 9mv nF Tu( _SS W4A.TA AL 19FCA.GINCa e.S AiLqurr-a®. F--IUl2�2�N� 'TI�� Chi Ibr2AR►Na zx4 SUS- 1=ASGIA, ALUM E�-(`(I✓42 1 )(6v r-AsGI A yl//p f2E�IPl1 �aNE� ALUM PRIG F1ti I'SNE� ALUM 5oj=�1i 57 U CCO A KC14 V4I TH ME-rAL FKLM1WG.00VL1L W1 PL1sw00P JK96,-rW1N* Er PAPER BAGKLP METAL -LATH W)TP_X-rUR.l.D STUCCO, U) zwx ZJ 0 Z L' 'd .J a. 0 UM WI = U- Fa I Q3 w 4 4'/2 * 2 O w i U) J -d fa FS -5 va :!a e V_jo° F W M Qp 0 uj _jU. cc .RQQ, ']'iE 1 N rl hIG DfR WIr- J Ffoa coNT Or W W 5 o C)�l31 — 2 � 12'` 3D ST�11 R IN �L�AB DETAIL_-DEPt�ES�ION FUK 15TA1 6CALF- Z_ = - \ Companies : _ • 4 *SE E .DETAIL WFO _ _. - F s r50ve. CT, awGS. EKWA-146 THIRD FLOOR WALKWAY PLAN W. F 0 ! 2' i �i 0 I i i i 4 I I i I N Q N i c} -o t �- t T _ �`�I —-----14-'_C71_ 7=8 f ?=2° �ro"3/ }- r.>'=►! 5-II � �o� 3 d -T-2_ 7-' 8 � � I I 1 II 1 11 1 11 1 1 l• 2 i- -8_ t I _o N I UNIT 220 CCU Alf ' Crz `�I l UNIT 220 5,510.1 SECOND OFFPLAN- scale: lArz- 1'• 0- 1 10 „ 1 l 1 It tl II 1 I� I I II I / 11 , 10-0 -7-8 �- `i-2 Cn-3 5- 11" 7��tl ID-o �- � � ?- 2 �' 2'/ II I r — _ _ It - . 1 -- _- a UNIT 110A e 1 UNIT110A - "� UNIT 220 [ o� L tt 1 /I II V -01 2 -© 'z(-® S 4-o I - - W I - i rYt_ �ii�oV Bm A,6oVE77 LA II I G.pRopppo C `-�7 -o WALKW— L N _ }/ WOo S7 � "— F. F - NI rim II , Cali M ar�o ST -' — - III — f -- 0. f u� - - - DINING I KITCHEN C` = ELEC. EQUIP. CAB,' > c cl ATI-#. KITCHEN �Yl BAT - AT CLOD wI� T I j _i C Al 0 W A L K W Y j W `-' v j i — ►—= -- _ E5E AI" ► A50VE- .O SEA IOP D1<c-5., I UNIT 110A — r J - x = a - 1 7- 2= —4— 't-8 14L 1011 1 I77 2 _ 1 BEDROOM UNIT 110A I � LIVING ROOM UNIT 220 4 LIVING ROOM, p = BEDROOM BEDROOM a PATIO. TY wIWF2OW _- 2 1 . u -T-2 Co - a t, cn- I 152,-a, h_ J I,yf d m z � J �N 0 I I t--"-, z° 0 Z. ('). W -J c� 0 f� -= LL. W w N H F ��pp • 0 0 0 ,(D w w Nz ou. ar X0; h 67 W CLA5 A FIBfiRGLA163 SHINI°LES 0?4 3 0 tI FELT 5/S' EXTERIOIL RLgWoOD SHE4TNIMG, ?dL1M GRIP J1LUA&V,ASC I.A U PaMPO IZAT ElZ A LV N% . �0�1;1T �E-GomoAio-f pa02_� K(,I'F. v EU F5 a d'-O 0, C RGJWS 8"/c 'X I 0 ;<NOCI(- OUT SLOG< VV/I 7 CONT. cA, P'ILLt_-r; WfGONC , -f E.XTURE0 STUCCO 01A6 GONC.eLOGK ROPE WEE/5 (24-0 o C� 22oW5 a"x8" I(r," <NOCK- Oul 3L•-OG< W/ 107 COAT r-ACII FILLED W1CONC, 12A4 i3L[5Ct<IN G qua2ICAUETip-Ay F-Wo 6157 C L-A, 5 N, mu - r�LOM, FLA5wNv F16ERGLASS �iNlIdGLES __ --.-. I $O FE L 1" rQP SURFAGs.L:EVEl�_Va,R1E� F-RoM i I x (o W ` ALUM, C OVI:IL r —13 /L CSLEYL :T0 _M&T.G_H_. To P TO 4" 5/8 ExT, FL1(woo® �� a PfoAF, alum. SOVPIr I bF4� pr�E.GA.6T�i i 1�2 „ t F4A5•l•II►JG Ci �' _ i � � PRECAST SLAF� t` c12 it' % -1 DEGAS'►' SLAM C-ni'lChTOpPING % ..a--- - l2 3R6,�' (a KPT� SCn� O O C)O �0T. (a APT, SLAPb FIXEp ALUM. WINUow t \ W-0-00 TRU 551~5 C O O O O O =�} W�rINreD GLAss # Grr�D�P:T2U55 `- N j ,•T '`DAG,G 4" $ALG, SLI�a 4 PREG1a5T `ILAPa pjOT, 4 6ALG, SLAG - a --• 4IE1= STRUG'(. I)W(,.5. FOR.TIEBEAM •'0 FLASHIIJ -� 2 Y,6 1 (o O �2 r C 1 , bill / WING SECT'ION AT WWALL 516 I?RY`+NALL. -- ' R-I-) I N5ULAn1 TIO-r 12 �. X9 5T0 ASS 1(P O C 2 /�pPkOyl3D �01''vT - LA 5 S Ao I4 INSULATI0N b`_�JJ� � » -- BALGGUY _SL�AE 10 ®.E.T"A,.L�L AT BALCONY� F► �"�� nSS �N1NGL _r�tlS s hxc 14 C) `TW I S T >— I scale iRz `= 1 • 0 scale: "� 1'• 0 �3(D W F1=�_T ExT. PLYw!).')HEATH�NI A 5 CLERESTORY TAIL � --- - -.` � E e� l- >= D E i A. I L E5C>t,-T-;F, Tilq y blSs 4 s �'" �4 If `� / A. L 0 Nl. DRI P �E_rwrza+J TRUSSI-S 1 X4 P,7,. HLOCKtIIJ6 I • 12 12. SEAL �`�FENIt�(,s.AS I�EC�, � . ^ -- �'�� 11� ErD&E I x (o F CIA w I �� B?A L D L I t? A t W oo D TRUSS `�- ALUM. COVE-R ALVM .GAS{ 1 a COVE LIU BETLA)F E►.J T2VSSES SEAL. c�PENiNC�s AS RfcQ, 4PPROVE.D f�ETAL ►1- LJCfi _-ZOSS A)J C HO ¢15 (. PREFAB. ENG, QPPROYE D — - - - sk-IC�i' t7WC �,. �jT�'G G O ETC r c`ACH TtzU55 , WOOD Tr�Us5es@ G-O OG I T'EXTV2E,D 4TUCC Q WImT aNCNoKS ?EA• END GLE2ESTosy C -LZF E4Gw "RVSS, ESYOAIC, TEXTURED Awi Is ) -�I STUCCO :C 1 ON Pl�oE2 BAGGED - I' T XT UR.0 D STU 1O / I oN P�pt;R. �.GK M -T L. II2 L W Q [i >✓ �'f}--I ! E ac`�F' C7 L F E x 7 .: - `'T W O C7 D j 31 I I l-� "�(�`fWc�.L L -- ^ , -^ �` 1 �2 APPROVED METAL PESIGIN� 3I�� - +2 k W/I I C-ON7, EA I - Ppov112E pl;e41�11NG - I �I(lE0 W/Cony@ (2"o,C@Gn.P�LE�ND e EACH, -T205S - R-1� INSOLAft61� -TMU55 (TYPICLL R-19 W901LA-TICIO - - �� ' r R I DN5ULAT10►J ' Y L. A TA t. . ---- l' X' �• < 1 I, �i21 _w 1 1 1 2 I, I 'vlt,�evaLL_ - CL(�.LINEAT �C�I� - . � SMOOTH ,Turco . FZ V�/ALL- I ,. ,r1'P. TIC I /_Lt_�, I OVEK yU1Nv01ni�, s, a n I u N CI `�L7 „ �+�,aR'(`IALL PERM 1 - _11oA UNITS ALUM;GUTTER `) 1 °"''CO�JC KQoc, l<-OUT I a X,5X !v CO C I N e-K Lr A-::Pei'-r <NaCI<-OUT I'XCv NI ALUIvt, 1#7l T I'' MII`J�IOU�.r,�1 I#7coK1-r 1EA, _ _ GOYE� f✓A1`.,i AT WALK WAY 3 cc FII.t�P �lICOIJG. _ 3LOCK FILLEp k/CaNC,_ j I N ?AS7 COIJC. L I NTr t_ CON C. �IU,ED W�gNC, t'-eyomp i WETcaNc• uNrEL- c cow - PE-RFOILATED I „ riLL5P W/oNC I#7 _I FIL.LJ�7 WCONC 4 1-0'7 ALum.yoFFIT 1 �� 5,/5M,R, DRYWALL - 3 i 141 FOIL 5AGKED DIZ_YWnI_L Gli E SL101Nty GLA55 V007- \; SMOOTH iUGCO , ` �-�LALON r a L L a¢OUNI, ET 1 y Du I X1 P7, FURRING %� 'j�% _ p ( I��.✓L --3 24 O G 1 A I ! ALL `J I WI6EAL4N.T !�L-L �' l/2 DRYWALL O!1 - 1 I I AfLOVUD DOo R P.T. FU2AING(• 21oC q 5c4ilei 1/2"it 1% 0� T � _ 1 ` NTE2Mt DlATF_ bIPROVED.9IDILANTt,�JO111 T 1 _t40RIZ. RAIL, 'pp I PRECA'S-r GONG. SLAi� V I Id I -�4t 0,T0.PPING f EISCOMONIL{ POUR ENCT•DRAWINGSTo FF,SuSMI-TTBV FOP, APPo ftvnL• 13RD,i/AHIE4 FL. � t� PRECAST 15LA P,F.,t I SLOPE It -- y -- - _ snow r 45FRAY TExTVRED CLG+ i SPRAY TEXTUI•i.ED CLG• ----- A P QE C AST 'S L p, �7W ICAI.) �i Nil✓ �L.cc�NY F�Il,llvc ' ' _ K��SIGPIN `ra ME5>=T MIN �ppLp% M W I �jMOOT H 11 S�'L�CC U SLIDII.IGGLAss tooa 1/2 DRYWALL ON - '/Z FOIL 13ACICIv D I?RYWL.LL - I I UIISCALAUr ALL P.T. FUau 10C,.,"240C OW I X 2 PT, F V R RI 1J1j (2� 2 4 O C, I a2wN D 000tL —AFPILovE.D LjF_9LANT(9 JOINT (p PBF_CA'S'T- CON C. 5LA® -EIII, G.DRAW IN Go TO 13E 60BM1-1-tE,D Faa AP P110VhL 2MD. FL, �jPRAY TEXTURInrJ CLG• 4 CON C. S LA b G"x �11 0t10/10 OVBLE MESH 0 3 SECTION THRU FRONT WALL I5-r, FL. 1 � ALUM.SGR&Fs:l+l I � FRL�ME 1 I SLOPE '(i' 1 a 1 �-'�PaE ca5'i' mil. ATE I SMooTN STOcGo — I I I ' i I 44 , t 2° 4 4 COF1C. '5ECo"VA.2Y i'C')07_ CD PRECAST -3L0,B -rypl GAL 41COWC.5L.AB 2 T$ SC211101 1/2`Y 1'. 0" II I I'L r0I L uxcrED � 9 -3) DZYWALL OW f 1/2'' MTL. OP, P,-r G PRECAST�LA13 00 Y %t FOIL bAG�ClrDCR 3) DRYWALLOW GILL"CL, Ott V. T FURRIN6.12 ZLO"o. C A W N1. 5►./ 1 � (� o � i SMODTH STVGGO - WINDOW VANEi- 5 F'RECA57 fONC,SILL YKpYIVF- WATESZ,iTOP-- c'JJP WeLL t 4 WICIL -- ON F ,_00R _. k'ONE 'NF-EPS SMOp-TW 4-fuCC0----- �OUJINDOW PANEL5 J i -1/2"FOIL PRYW A LL Old I,/21 MTL • OR P,T -FURKIN16(22I-0'O,G A, ' FELL Jofm*r W/ GROUT R-50UNt3 RESI S'[Ai.IG/ I� Cj / 60 >PREGAEpT 5 L AS I L- ___4Z/4 It �7YPICAL� �I - a 5LIPiN& A LVM W1NTJOW I' SEE 1)w6. II i i 1 to C � � � m C' j ot d H p 4. O in nr r g 2 Cl r^ w I x 4 Q ji � uj CJ A i I )_ I- -10 I1AT W 1 (rRO O T ?IJ _4 1 �6R SOUIJD R�SI S'CAIs1G E ` --' /g PRELA-,T e.,LA6 C - \ 000 000000000:D C. m u C I- P IL T `f A ��T(PIC�•L.� 41 mil.=Gss.�f - - --- t®` �L�.� ', �S/III M-fl.• �TJC�— � --- WALKWAY STG APT Nrr- L- tAT I• --I �xG� F �� I 1� - Lt Co►JC.SL Ali I Z�I o•G.�s'�G-ICED __ ' .Az H, iGy0-Top N T - ° I • 4s° -� — G VA o e 13AR Y , eilL ' • ' Vie PotL 5ARIit La L jT 1�4 3 5 I It 4-1_ , u SEC ' I T T ' UN HN K PA mLL.. STORAGE r� ca e� �7"• 0'c�l+� 1l"� 1._ �. SC. A. LE: '/2 1'-n•. V) Q zw z 0 J L" -<i 61 .. 0 U) .' U W U LLJ m 0 < (L xIf W z 0 u ui W S V9 N :.Q0 cc \ 3i CC •.J ZIP p LL c Z 0 �. � (n Office Memorandum. CITY OF SANFORD, FLORIDA�� To K. Hovnanian Companies of Fla., Inc. Date: 6/21/84 From : Fire Prevention Officer of Sanford Fire Dept. Subject: Pine Ridge Club Development/Club House 1. Exit doors must be equipped with panic hardware or comply with NFPA 101, 5-2.1.2.1.1, exception #2. Mi6�ae1 C. Hoening Acting Fire Prevents Officer MCH/ch n m I ® ■ �.�1� �F`-- �= k1=�.�'� � l.�t� �=. Cyr i� - M/�"(• � If`J {��J-i M��. r�l f`..I J�.�F-� H.•� � If IMrf.47,K,FlO �,,ju tD\\/ PIT va.zl r� LQtJ/�f VINI?LA5$ F:lr Nl�r�---- �.>✓+-�•-ri�� DTI - �� rjf, GT• ��: � _vJl�. _d-c��'f �--�.LL �v�.J�„f, TILE' F4TiL-E L-' , ( Ff1, �Yt� .J(. Ltif �_ I• - `^�F�K � ��•r(..fT ,Y�� G IZ� 7 TN k _e `_ IJ - c:,�t. -M -- w1C(il->Lf - — - DINT ��:,�. f,..>~.F'i/'��_!' , (� �uIIJCJ Lk 6 '�� Co�� I �i4r 16x--- 2� c coy c I W i 2e6 %>,G. `�!D�,- Gov v t: t,c.'U J tiUC) :ti'r✓ \�1t7• ll�� r< f r'I�. f PI K!✓'( f'flI i! �ti� Gl1'+E�- �.�Ir k 1 WkJ 2r r�, t I%C,I { 1=ttlV�[�C (o �-•�i.. ICE! I �� J � P� 4� � � `' /-�L . � � I l., . /},L-, e`U'f.�f" �F.�1 f '. � f I--�Ffi�. 11-1 I.-i r JI ,I,Ii`J y - Lt O J � Pr�hJ� FLU�t-t L� U`��.►-z !'t.l)-.:FI _FClLt� !^c7U�l�a NU( E. /�'L'L I►�rrt ✓[_.IUD P4tzt r(I� I Jam: -Ic- Mt�a.t, �itJ� . &C' UF2r-- '::�:1Lf=i 413 N 14&11J �t rr. "L- LA r J L FILL CELL V0112 W% PEAROCK GONC. WHEPR9 � "OWN ON VR1XW1NG5 l i FIX = P .t- LEGEND , 0 DUPLE -A RGCEP-rA CLI'L t8 220 VOLT KECEPrA,CLL -0- LIGWT FIXTURE WALLL MOUNTfED.L►GHT RiKTUfNL ExNAUST Fe.W ' f.....� FLUOPIESCF-W-r 117P AF S 514GLL POLM 3WITC-w ELECTRIC F&WF-L l! DISCONNECT r5W1TGW Td ►V JACK II TILE pwomm OU-rLaT II I �II,•I noC} EiN OKE-,-®ETECT R R M E 7� 1 T L I G N T T. , % . A3C. W/HOOKED DOWEL IN FTC Pr DE,&M ADOVE TYP. BLOCK COLUMN REINFORCING scale: 3/4`e 1% 0" _u 6-EtAL � wr 6• s 1��11i1�1 UwPE.RGKouwD �'"" E1. aC, !aF R—V I C Js ' VF-RlFy.Locw 1ON GUrJ�1fKi_.l�i'�IC%�1 • Q t/ 1"A?-RYWALL 2-o"oG • % v 1VLAJ'5 -tee E i-E FT. BLO" 1 N G C)w6 , E�,CrL�r_rf OF F' AM4' EXHAUST F44I TO 5-F--12UCT1-17 -DO-VV, 1 'r0 44''.--&--5QVF- FIN. PI.00Fi- _ i-EXHA US-f E V -N-1 ¢.V ROOF- 4 ►�% 13,-C -J'[ HRU Wb.1LL A\.C--.Vh' I H OUf, FI RE 9A7E.D W/ I -Lb,YE 5/8'/TYP1;. X DIzY`lJAl�l. owPaOTN SIDES OF .<jTUr75, N�"f'�: 'f�-I�'o �It.DINC� C�MPL`�� t%l.�.MQ��I•• { r� r ,If All FLOOR PLAN cal'ej )f 1 4J Q � Z . m FOUNDATION NOTES 1. ALL FOOTINGS SHALL BEAR ON CLEAN FILL COMPACTED TO 95% DENSITY AND VERIFIED BY A TESTING LAB. 2. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2500 PSI. G.C. SHALL VERIFY SOIL ANALYSIS AS FURNISHED BY OWNER. 3. PROVIDE SOIL POISONI14G BELOW SLAB PER MINIMUM FHA REQUIREMENTS. r` 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PREVAILING CODES. 5. PROVIDE A WATERSTOP RECESS AT ALL EXTERIOR WALLS AS DETAILED AND 3/4"' RECESS AT ALL SWING AND SLIDING GLASS DOORS. 6. SEE SITE ENGINEERING DRAWINGS FOR FINISH FLOOR ELEVATIONS, BUILDI"Tr; LOCATION AND ORIENTATION, AND AL CONCRETE WALKS, CURBS, ETC. r 5-o'Xa'-o'xa" CONC. SLA. E!p -00 ROOF OvF-2.HJo'N G a ra. z 4+ � Q W O z z J 10 (n V W ,W m -Q IL :U W Q V �k A- 77,0, 7d f-19 �I v SANFORD FIRE DEPARTMENT rS. 1303 FRENCH AVENUE SA11FO D�F OR 6A \32771 W L CDC T/r✓4 A/LE r ly Q Cl t � Co 0 �i Tl )„ t� oo71 71 MIR Ll ' .,�� • , , ' I V IG-Gil / � �F-'`�I � • ` 11L--------333 - I • 11 , R I G_H. T----S I-D-E__.. E L EVAT I.O N , O FRONT ELEVATION Z LU _ � V f� scale.. 1/4'. ' scale,, p n WAS --- - -�-- --- _---_ ----- -- -- F 1 R E R G L A S S IS7 U t t J G L_ E J. 1 - -- - - ----- -- ` lJ Oil z C1 - T`(pWA LL -� Q ---�Lj1:J --- 4'-�112oI �q! M; FM . i , i • 1 � � _ . - - -- _ . - I FEE• G'�F✓7 Wit-•! G. p� �,:� '��I Wit`{-F �&Sur" V6" GRILL �'iUGGF� �a�# It h I ,L E I= T. S I D_E__E L_E VATIO_IV a I REAR VATI OIL �: ' _.— e} / Q SCeI i "' c � (� m fzz (I i NY T PLY OOP r _ - _"_� . N TR Q:,IaI ,_E:QT.�HORD I� INSE11. d, .�� Id�I.M.... Ll ." !�2 F'�-'i�+�t�, __ - 5r`igT{�K. $TUGG� O N -• � �" • GLR_-'- F11ETlkL _LA'i1-I i N G 5F_ A® E�LANT-t�'.fr��.n�. 5/8 TEXT, e7wCGO ow• , , -Ut-• ..fit-F P=.PT.a-L kATN , S K &ocKEDO_FFJT_D. SCALE. 1/2 FULL �IZF_ TY iCAL: FASCIA =TAI L, 7 -- eR 3" 1,• &J, -K A� JF YPICA GABLE DETAIL Z scale, 3 "� 1'• ga`l iZ 7 may, 8�x1<o coNc °�I" iN L. N - ---- 13LOC.K ' ILlr:b vY 2 CONIC_ I *. �+/[�• I6w— g —M dG 67 TF-x-r. s-r(?GGd "ENG►NEER�P GIRC-GCAS GON w { I �•i��.it-�f i 1��.A�'S � '�'1 �• '7k'.,l�sa - .. � -, °.� U.N. �l..T ICON T C 1-141" 10. , r t (' 'L ' �✓fUGI..I '' C�l t- - 2 C7��+.1-1-- .. ' _ •,L c � ' . � GLI C1fIG G L,�� _ 6.4W WQJWIG 1E. G Ntttp, f° ✓ - -� G�' F,A. -fRU ,• I i FIh1lhNl c U�J f4G 1 I �ti L <Val. spa � � �� . ,'- a . (K- .Q1�UM LAB II 1 aUJt�i y �t2►L r�h,CKt� O.W.Ot� ,,..c� . "f�t1G 2 _ I �� .L pa�GK prr{SNp,LI� .UJ:I IX2 � _ • • _ IFUs�KZI I ; =--P,'f tiU�,t�liJGj ►� � 2��4Gry _ , AGates f/2`•131-COJO. MOCK. ' i CC C • i � C I C c - AL -UM • ur�iJ�1Ca t a , -1 E J i PJZ.-rWACI� I �r E U I G _y�, _ I t`•! �R't7:� ^, � , � ! G 1..1;rf.� k.:�r`'i'G„� . c� � ' II ti II � E'1. 4A, Olt • - --- - ---- ---- —� _. � -- o � - � 2 =�c� Tod -�--- - -) • , � � Sri W-J r=a;,�.1` Ic�t -1 l • - � ' . ( jj''''''''''� i�•�.,�r= . I 1E I I~ I - _ 11 2�5 �, j • G�E��'I'r1✓rG CI.,A.taf-'.�ALsJR:F14.L. E�+-L�ayJfj COMFACTP• C?.70 Ml c. 1 I �JNL7 I Nral `( (-tY_ P1G Lj ,► 7 A (f) >• r WALL SE CTION_" _ CT'ION_: :It, Co I _ ....� it i L� IVAI T� SCTON at T A if !_. _I SECTI a D� = ON. GABLE L o 2- sca e o � ET " 1 � a1 0 'scal ,1 Yk Now" <, , - _ : : ,_ 30124 ' STRUCTURAL SPECIFICATIONS FILLED BLOCK CELL COLUMNS: A. Cleanouts shall be provided in the bottom tier of the section being poured and shall be at least (3" x 4") by cutting a part of inside face shell. All fins and other foreign matter from grout space.shall be removed by acceptable procedures. The clean out shall be sealed after inspection by the Owner's rep- resentative, prior to grouting. B. Excess mortar shall not extrude or project into the grout space in excess of 3/8 inch. C. Vertical cells to be grouted shall have vertical alignment suf- ficient to maintain clear unobstructed continuous vertical cells measuring not less than 2" x 3". D. All reinforcing steel shall be inspected in place before grouting. E. Where the miniumum clear opening of an unobstructed vertical grout case is two (2") inches or less in both horizontal and vertical direction, sand -cement (mortar) grout shall be used. When the grout space is greater than two(2") inches, structural concrete with 3/8" inch top size aggregate shall be used. F. Grout shall be suitable for pouring or dumping without segregation of the constituents and shall be mixed thoroughly, having a slump of 6" inches plus/or minus one inch. Slump -tests shall be per- formed in accordance with ASTM C-143. Grout 4hall be 3000# psi strength'. peacock pump mix. G. Grouting shall be done in a continuous pour, with a maximum total pour of twelve (12) feet. It shall be consolidated between lifts by puddling, rodding or mechanical vibrations during placing and reconsolidated 12" to r8" into the preceeding lift after excess moisture has been absorbed but before plasticity is lost. Care shall be exercised during pouring to insure all cells continuously and completely filled. H. Wet down masonry walls and let surface dry before attempting grouted operations. I. When placing grout in core with reinforcing bar, vibrate and shako bar to permit grout to completely fill the void. J. Cells containing reinforcement shall be solidly filled with grout and pouring of grout shall be stopped one ,and one-half inches below the top of a masonry course, except at the'top of the wall, so as to form a key with the next pour. K. Measures of precaution shall be taken during grout placement to prevent segregation of the mix and grout splatter on reinforcement and on exterior faces of masonry units. Grout splatter shall be cleaned from exterior faces of masonry units immediately and not allowed to harden on the face surfaces of masonry units. A. Reinforcing Bars: ASTM A615, Grade 60. MORTAR AND CONCRETE BLOCK MATERIALIS: B. Lime: ASTM C 207, Type S special finishing hydrated lime, non - air entrained. C. Aggregate For Mortar: Sand, ASTM C 144 or ASTM C 404, Size No. 2,except for joints 1/.4; and less (if any) use aggregate graded with 100% passing tiie No. 16 sieve.. D. Concrete Block: ASTM C90-75 Grade N. 8"x 8"x 16" (Type 14), 811x 8"x 8" (Type 150 and 165) , 4"x 8"x 16" (Type 209) , 12"x 8"x 16" (Type 306) , 811x 4"x 16" (Type 350). Blocks shall be min. 1000 psi at 28 days. REINFORCED PRECAST CONCRETE "U" SECTION, WINDOW LINTELS AAD PERIMETER BEAMS. A. Shall be designed by an approved certified engineer. B. The maximum safe load (less the weight of the lintel) shall be stenciled on each lintel. C. Lintels 7'-6" or longer shall be filled with 3000 psi concrete and shall be temporarily braced at the center until the concrete has cured. I R:ECRE AT 104 CbLi .- R [: R _:-- _ _ -�R,R I "[Qt l : 6'EM_ _C-S-9p W 0 TE 5 A - Z PVC CON17UIT W/ 1-1/'O F, t= V iO NEtlUTIZAL. 1 j -42 N1 61-4 LMG, T4-1W C U �VI iZ S�,TC FPL. TCZAW5 . E3 _I_r/4" :PVC C-ON PUIT 1�5LLE)=VE TQ L4\V F., FQP, NMOLDr-L17 CA aL E- CiA C�&F11 1 I_F3L-�_C�NIp; C• 1/i'-r-0 .4PUIT �Vl� t 12 WIRE. _L!E�NLF_R'5 Si1_5LE _P1 M P MOTOR _V 17K_ ULD__E_W- C.._�I�_� 9=1 cr -rDit-%A1 nInr*r% r%I A 0%r% A Ka TYPE- SQD-NQO SERVICE, 3 �1 4 W VOLTAGE' 120-240V MOUNTINGI FLUSH POLES, 30 EM. NorTRIP CON- WIRE .A. DEM. POLE DUIT V.A. •.MM PANEL --=_ USE CIRCUIT BREAKERS RATED 10,000 A,l-C CKT CKT MAIN BUSS 225 AMPS cm FULL MAINS' 200A MCB LOCATIONS cc REMARKS N0. N0. REMARKS WIRE CON- TRIP NO DEM. DUIT POLE DEM.` V.A. V.A. 2 REFRIGERATOR 12 1/2 0-1 1000 3 4 o HRU WALL A/C UNIT 12 1/2 20-2 500 6 7,0P POOL PUMP 5 6 } i.r a 7 8-9AN6;>= �CN..{, G.� I/z 140 BZoo -- 9 10 II 12 L I GHTS 600 20-1 1/2 12 LiGHTS 13 1 14 16 LIGHT; BAR RECEPTACLES 1000 1 1 RECEPTACLES 15 800 " 17 18 20 - 22 RECEPTACLES EWC PADDLE FAN 1000 SPARE 19 1000 .` _ y_ �~ 21 1000 2324 ! i GHTS SPARE 25 26 SPARE 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 7000 TOTAL VA = 3%-700 IL = 3q,700 ; 2 30 = 172, (o AMPS �IWK- I' NV c U�. 3f1 � IN Q LAy � I LAV VC L A-V 4'1 \ ,vG ©ia GU � 11 { 21I v -rn �-•- ��1 rrv�leY-fc� r�tall�t - Ur � 2• Ec1��l/ ,au.� F1.�o�c. c�+¢QIr�-� w� -. �,�►Ji��Y F��Pir,jC� i�FY"�;�.l� * THRU PHOTO StdITCH n '' 'Ci91i9 12 760 W� zJ 0' W {— U W ; UJ AWL T a F-- ELECTRICAL SPECIFICATIONS MumU X.W 1. Serv(3 i_ce: 120/240, 10, 3W < ; inst l.laticn: a. Conform to 11,1],.C, and all local ordinanoes having jurisdiction, Obtain permits and insnections. b. t".11 :siring installed in ccnduit, c. in finished areas, all conduit concealed-, d. All 110vices and equipment in fir_iched areas flush. , �. P_-cv_c;el ,where and. as required by the tel mhone company' complete raceway a -id outlet s;,�stem fo,r toyephonec. !1_terial: (manufacturers and catalog nu,7,ber to inclicate quality; approved equals Q ` are a:;ce )table) , 72 a. fill materials shall be new and shall bear .Un_3er:rritersl end union labels where such labelling" applies. b. Conductors: in:: insulated copper, 60G:►. ,'."► � .',:dG mi ni � � � P. > > mum size excluding �- - Q` control wiring. � , t c. Con-?dt: Rigid ;;Lueel) 1-!T or FIX as required allowed by codes for a,r._a �t� of installation, -u cl. Pane lboards: As scheduled. Provide tyreuri t �-n circuit directory. '-,.i3re D Gencrd y� �l ' :;lectric� Pacific r �, equal. c, . c. ;''i ring D:vices: GT. ecificction r ra:ie. G�iitchc : "T" rated tom 1 e� ,,; et ty f) 15 ar p r:inirlum Lztpler, re r. , _cl ,. c - ce! t'� e� 3 ,;i-re ?:.",�C. Founding t;^,e. irim plates smoo th ivory. < - 3 erra or a-r_.nro-,,- _2 equal, f. L U _ ghting: Provide and install-OmPletely wi-_ -� and lammed fixtures as sho�.n on dra�.�ng:,, - C. Outlet Foxes: Galvanized sta.::p�d steel. Fla:t_. or cast alloy in dc,�c 1 OCa� oP.S• 4. Coordination: Coordinate W x CJ �, kL1 all relat, d pha:3es of -•tri cal work idth other- trail,, utility companies and e�juipmcnt ur.:.Iiers to V) effect proper installation end rc, loonci bility. . a. Obtain rougi:-in information br; ore start-C b. ,•rift' 1�''.PiC system. Adjust -'---.-tricd systeri i.o s�.tit 1?"A;, s�;ste:,, in �ie- '.'rri .1. c, Cv load regtti cements of : - _ -�1 0 �_ 1_._1 aD7l_1.Iccs, motorsy electrical eauJi)mert Adjust t e- ectrlcal sy-1c71 1 suit e-juipr cr.� installer '7U- •^_n IV1 Guarantee `ct+. /. C: d1 �ali�rl."._ nQ worlcma. J1._r% for a l e 1 �'�•_'.; � - n�r_od of cn (-) ,f.ar ( c" I P :�t: of acceptanc.,, j Ix C3 F ,Cr t ., IL I? ' x. Q 1k _C O a' CL "J Fw O C.) 2 o C - - - - . -_ - I . . I � I . . I " 1. . _ � I � . I I . . �l .. I I � . � . I � � . . I I . I � � I I . - . I . . I . 11 : I I I I � � I . I I . � I I � � I I � . � . . . . I I . . . I . . . : , I . . I I .- . . . I I I . . 4 . I I I . �, : . I I . : , I, - �' I I I � I . . � . I . � I . I . . � I I � . I . 1. I � I . . I �- � . I . I � � I I . . I . I � � I I I . I . I . I . I I � I I I I . . ., � . .. . . � I . . . I I I . I � . I I I � . � I . I � . I � . . . . I . . . I . I I I . I I � . I I � - I � 11 I I - - __ mumav" I I . . . I I . - I --- ---------- 1-1-ml-p- � � . I . . . � , , � _! �.. I . I I I I . - I . � I � . . - � I . I 1. I � - . I � . g I I . . I .. . � . I � . * .� � - - � . I � I . I . . � . . - � I I I . . . .1 I I I . . . - I � . I I I � I . . DIVISION 4 MASONRY. I - . I I I - . I DIVISION 5 STRUCTURAL 8i MISC. METALS . I � I "j, - I I DIVISION 2 SITE WORK ,, - . . DIVISION 3 CONCRETE. � I I 11 I �_. . DIVISION I GENERAL CONDITIONS . I 1. I I . ,. I - . - I I . 1. I . . I I 1. .1c � ----W- I . . . I I I.. , I I I � I . I I ca I . I - . . I . . . I I . I � .. - . I . _. % - I I I . I . . . � . . � I - � I � . . I AT 28 DAY PLANT M.IX. PUMP 4,.-I, MATERIA SA S,TONESET NON-STA.[NING,.WATER-, . . � . I I I I 1.1. GENERAL CONDITIONS: STANDARD FORM OF A.1 .A. ARTICLES 2_1 EXCAVATION, GRADING & FILL BY G.C. AND SUB-CONFRACTOR AS � 1 3.1 N . � ' ' . 5..l EEL: CONFORM ALL WORK '-,j I A I I . � . - . IT -QUALITY 11 T MAGNOLIA mASONS. . .. I . I I I . I'>- . . 1 TO 14 INCLUSIVE SHALL APPLY. I ITHIN. . � TESTS -.ACH . ACH 50 YARDS. ALL CONCREFE 15IONS 3;LIME-HYDRATED ASTM C-207 Lt 5T . CONFORM To A.I.S.C. CODE. ca . � I .. i F I - - I I � PAINFING: SHOP COAT ALL. STRUCTURAL STEEL. WI Hi RU'-) I �- , . . 1.2 CONTRA TY INSURANCE: FULL COVERAGE BY G.C. SHALL BE EQUAL -TO F.H.A. MINIMUM 4 . 2 . -_ ' I _� TH T ST .2 ENT., 3 PARTS SAND, NOT OV.E . I I . N T T ND UNDER ALL. NEW CONCRETE SLABS. S U.BM I T USED ON . . . .1 . . I . OLEUM 0769 RED PRIMER. TOUCH-U'P IN FIELD A �, R L Q U I R E-0 . I . I . . I H TED LIME. MIX AS REQUIRED. DO NOT RETEMPER. . I � . �' . E. FILE WITH OWNER. ONE (1) YEAR RENEWAL MAINTENANCE CONTRACT. � D ASTM C-33; GRAVEL ASTm I � I . I . I � /CR 5.3 MISC. K'FALS�� PROVIDE AND INSTALL ALL ITEM-) A S R L Q U I R i [) I � . -1 . . - I I T 1 4. 3 LAYUP: VERIFY COURSING PRIOR TO STARI-NG WO , . ___ --- . I . . 1.3 OWNER'S LIABILITY INSURANCE: BY THE OWNER MINIMUM 2 . 3 COMPACTION: REMOVE TOP EIGHTEEN (1811) INCHES OF SOIL OILS I I BAG JOINTS., LAY UNITS WITH FULL BED OF M SrRAPS, BOL-fS, ANGLES, ETC. � . TOM T 1 C-33; WATER -FREE OF ORGANIC. MATERIALS, I I I . � � IE -PLACING, REINFORCING, FORMS, AND BRACING . 51. 4 ADVANCE METAL OR EQUAL "LOCK SEArl, oi- I .. � . I. . 4 IR DENSITY. BACK FILL AND COMPACT UNDER ALL INTERIOR SLABS -� I T � I T SIZE REQUIRLD. I � V) . . . SION: TOOLS AND,EQUIPMENT OF MECHANICS AN[ I TESTS. STA.C.I.(LATES D HORIZONTAL JOI-NTS,POIN SOLID BOTH __ ' . . = . � EDI,TIONS) RECOMMENDATIONS. I S, 1 I ES 5 . 5 PROVIDE AND INSTALL ALUMINUM AND VINYI . . C:) I I T 2 . 4 RATE CONTRACT TO COVER ALL GRASS, I I . I RMED . BILLET STEEL ASTM . T., THER TRADES. - .. �� 1. T T ERI-FY SWING DIRLCrIOH. ) z;; I . f I � I AS : 3. 2 T . . - .. . 5.6 STEEL STUDS: 1-5/8", 2-1/2", 3-5/8-1 C-rALVANIZ.ED SCRI-W I >. . � 1--5 1 - � I � . . I : . . I . . STUDS WITH TOP AND BOTTOM,TRACK. TYP I CAL, PART I F I ON I rl(, L" i.6 ADJOINING,PROPERTIES: G.C. AN I U .1. . .. . . C= . . 11 I _/8" METAL STUDS, 25 CAUGE, 2 '-O" O/C I rli- A 2 - 5 SPRINKLER SYSTEM:' TO BE SEP . I K I . SHALL BE 3-') j I � 1 -��.3 FO � . . I 1, .- 1.7 -PUBLIC UTILITIES.: ELECTRICAL AND WATER . 2.6 GE..'. SEE, SITE ENGINEERS PLANS FOR PAVING, (4 1 . � STALL-ED AS P�R MANUFAC-rup,ERIS SPEC.-I+ICAr.t.ot,is. . 1. I 1. . . I A . . . . ' I I . I - � � . I I OPS SHALL.BE BY GENERAL CONTRACTOR; .. .dRAbING'AND SURFA IN . . , PROVIDE CLEAN'OU I .. I . . � . I , I I . � � � � . I I � ' ALL -SET AND I � 1 1.8 LINES & LEVELS* SURVEY BY OWNER. G.-C. SH 2. 7 UNDER SLAB VAPORIBARRIER: B ,, ET . I I I I I I .1 � I i .4 . . I I I . . . . I � . AIN ALL LINES AND LEVELS NECESSARY FOR CONSTRUCTION.' � O TE SLABS ON GRADE,,LAPPED 12" AND SEALED r'� . . I . MAINT .. I . . ' . � . I I � . . � . I � I . 1.9 L PROVIDE AND MAINTAIN. . I UEEN Lj MIL POLYETHY- !l I I � . I . ' . I , �3- 5 PROVIDE.CONSTRUCTION AND EXPANSION JOINTS AS I . � .. � . . -� I � . I I I I I � I . I 1 ., l'O CLEANING AND C:L.EAN_*UP: BY G.C. AND SUB -CONTRACTORS. - �LENE. I , I I I I I I . . I : . I - I I � .21 ; I . I . � . � r G.C. AND 2.8 ION: SHALL BE PROVIDED BY f- - . I . L . I I . I . I - I .. I I � _,� � . � ;3.6. FINISH: STEEL TROWEL ALL INTERIOR � . I . . . I I I 11 .1 I - I I � . . . I . - . . . � . I I I S FOR OWNER. I OWNER 'AND VERIFIED BY G.C. SEE SITE ENGINEERING FOR �l 1. � I . � . � - WOOD FLOAT -FINISH EXTERIOR SLABS. I � . . I I . . I I � I . I I I . . '. .1 . �. - . 1.12 GUE � .1 - ; . . I . I . t � �FINISH FIRST FLQOR ELEVATIONS AND.EXISTING GRADES. - . I . I I . I . I I . I I . . . . . . . . I . - . . SE COVERED. 2.9 SITE LIGHTING: SIT . . . . � . 1. . . . 1� � � : � 11 . : -SHALL BE REPLAC 2.10 UTILITIES: S'EE-SITE ENGINEERING PLANS FOR SITE . . I � � . I . I I . I I . . . .1 . I � . . .. . � �. . I I � 12, . I . I - . I � . I . , . . '' I .1 4 1 1 . UTILITIES. . I ., . � . I I I . I I . I I . 11 . . 1�1 I.. I � . 1. _> I .. I 1 D NCH(1/4") PER TEN(10') _: . - I . . . . I I I I . � . � I I I I I . . � . c;3 0 . I I . I � . I I . � I .1 I . .1 = L" - I I I . � I I I I I I . � I . .zr :.c ; I . 11 V.) : . - � I . I . - � . I . . -.4 "i 1 1.15 CHANGES AND EXTRAS: SHALL NOT BE PERMITTED WITHOUT PRIOR , I . I I . . I . = = , k- * - EAP . . . I . . . . 1. I I I I . . . I . . 'I, . C3 . , . . C-;) t . � 11 . . I ' . . . . . S: ARE THE PROPERTY OF THE . . I . . . . I I . I I I . . I I � I I I . � . . I � . . . .1 � � . I . 11, . � . IR REUSE IN ANY UN - - � I I I I.-, � . . � I I . � I I I � . �. . . .. I . I I T y ,THE FULL EXTENT � I I � . . . I � I � � . I I . I . . . . . I � I . . I . I . I . . I I I p �. I I . . I . . . I I I I . � . I . . I I . � � I I . . . I . . I . . I I I I . I . 11 . � I . - I . I I I I . . . � I I I . I .11 I . I . I I � I . I �� I . I I � . . . . '. . . I . - . I . . I I I I . .1 � I I . I . . - . . , TEEL,'METAL BLDG, ELECTRICAL EQUIP. RM. � . . . . � . . I � � . . . � . . . . � � . I . . I . '��_� I . - I . I I . - . I I I I . . T I I � I � . I 1 1.18 AS BUILTS & MAINT. MANUALS: PROVIDE FOR ALL ELECTRICAL, . . . I . . . . . I , . � . I � . I PLUMBING, AIR CONDITIONING, SITE UTILITY WORK AND ALL - . . I I I . . . I I I � . I . . I . . I - � . . . I . . . I . I I . EQUIPMENT. . I . . I . . 1. I I � I -1 � . � . . . I .1 . -1 . I . � . I . . � . . I I I I. I . . I I . I . . � , . . � . . . � . I I � . I I . . I . . � . . . I I . I . . I . . . I I � . I . � . , � . I . I I I � I I . I I I . . - . I I . I � I . I I . . . � I . , I I I � . . I . . I . - I . I I � 19t <. . � - . � I . . I . .. . I I I . I I . I . I I . : 0 . . � . . . . . , - . . � . . I I � .1 I I I . I I � . . z I . . . . - . cr , . . . � I � . I . . I I � . I- � I � . I . wim U) 0 * , � � . I . . I I . . I . I I . I � 1. _j . __ __ I I I . I I . - . . . . I . � . . � I � I ____ . - . . . � � I � .. � . . 1. I . . I M i, 11- � I ' . . . I . . .. - . FINISHES . � . � I DIVISION 10 SPECIALTIES � . 10 w I , : DIVISION 6 CARPENTRY . DIVISIOW 7 .MOISTURE PROTECTION . DIVISION 8 ,.DOORS ,WINDOWS, &. GLASS . DIVISION 19. . �'. � . . � I I . � . . . . . . I _j .1 .1 . � I I Z. , - . � . ------ - _____ -_ -_ I . I _ I , - --- - . . I , Fo . � I � . I � , . "....', . - . .. � . . . � � � . . . � I . � . � I . � I � I . . I - . ,�...I_ . � . ; I I . . . � .1 . I I I I . I . � . . I - � I . . � � - . . . . � . � t_ - , - � � I . � . . I I � � . � I . I I - � I I . - I I I � I � . . I I H & PLASTER: - FURNISH ALL LABOR,. I � � . � a z , , , I . . � � 7.1 ' VA.P.OR BARRI'ER:, �EE DR 1 � 8.1 tfflDWARL LL ALL HARDWARE REQUIREMENTS ,. �.l LAT .. . . . . . - � 1. . I I I Z, . < - . . � � �_ - I I I I . I � I . I I � . . 6.1 .- .ROUGH CARPENT'RY .6 - PROV I DE: AND.1.115TALL ALL WOOD BLOCKING, , � ", , 6. SH �GA,' GALV I RON OF S I ZE I � _ ' . I I � I RED, ,TO* COMPLE'TE ALL LATH AND PLASTER . I . . I. � I �'. - I . I., . I , .1, I - , , LL BE �6 ANIZED � _j�_ U .. I I I � I � _w , '. i - .1 . 7 2' PLASHING: IS A I I .1 - . I .Fo NEW.CUNSFR. CTION OWNE ISH HARD I * . I . I . I __ I _�, - I I . . I . I . 1. . P 'WORK. EXTERIOR � . _j - . . I - . I I . I 11 . . I � , I _�_, d � ' G, R 0 U N D 5 -' , WO 0 Q �F*U RR, I N G AND ,' A L L _' H -_ '_ i L ' ' � � '_ I � ; ; - _b - _o - . . T . 11 I . � . i � I . . . . . I . . � . I I . . . . . I , I I 11 -NAf LER5�, PLYWOOD - � Rov . , ko _� �. ' -, I - I 11 I . I I I I �. . ." , . . , � I , , , I - IQ r. : i I RED,:: BUILD IN OR CU I N I I . . I I I � I . 11 . ,� �'. , , ,� . -, I � �- 'I ". �;��,��;"�, , , . -1 � 11 I I I I WARE:. : I I . . I I � I I . I - I ! i , ,, , - '' 1, _, � , . , I I ..'' - I I � I ,,, � - I I I 11: I A : I 11 , � 1. I l-'s"'HAPE . I N EQUI - I : � I . � I I � . , I I . � T . ALt MATERIAL SHALL COMPLY TO ASTm REQUIRE- � . , .1, - �.l , I.. - �. ��' " , . _ �. � I . I . � ", . .... . '� � �, � . ; I _,� .1 . 11 � �i - F I N'I SH COA I CL .1 I . I . . I .: ":,-�-,;,� , . �, , � '� _ , � . I I I I . 1 !,. � - _-, , . ' - VENTSIIIPROVID�D , 4 I I .1 I I i I � I :1- ".-i, I HARD 'E 'k � 1 14 A� :`� '.. A ,, . , , . .�.� I I �: WAR �, ' �' , , , �. � . I . . . . 1 � _k, 11, � - .41. .:'-, ,� 1, ;. _:, REQU� ., . INDOWS ., � I I ' ' ,� ��' � �'_ I"— - . � .1 I � I : I . � I . . � W : . I I I . I , �: � �', �' � ., I �._ I . I .� , 'K LATH OR EQUAL . 1. . d � , � I ROOgtNG CON- ! . I .. . I . I ,. 1, - '.1 �1, � I � . I . I � I :, � . --- __ I ,.. . . �, `b P'LUMU I NG . CONTRACTOR �� - INSTAL . . - � . I I W . - , I ` STUDS�z 2 (ORES$ R TREATED WHE , I v; - - 1� , " ! WOOP I I , . ,' "'; : , , � U' E' i 1 .8.2 - � MENTS. USE STUCCO RIGHT .1 � I .1 - 'FL,ASHING AS- I RED"' - LEAD, rLASHI-NG AT W$ SHALL BE BY.ROLLYSON ALUMINUM - I I - . ON FRAMING & i �;,Q'� 2 ' 4 F � FINISH AND,:, I . ..MATERI,AL , -�LYP R � ,� Y� . LED,BY PU ROVED'EQU , . I . : . � .1 . " , -1 , , � I I � i r I � . � � � I ,� I 11 I � . I I . I I �. .1 I %;l l_ . . � .1 . I I I � 1. I 1. I _111 I -. '. I ". � I . � . . I . . .1 LAP WITH ROOFiN.GlAT CORNERS. . . � . I . I . .. I � . I � 1 � I , REQUIRED). I - I I - . - , � 1� . . I � . I . , ... I . . I . I . I � . . ::; �: � I- . I . . - I : CTOR, PROVIDE AND IN,STAI_L PITCH PANS AS REQUIRE'D, ; � �_ - . p . . I 11 I . I.' i . . , I I . � I p , 1� 'I', * rRA I � �, , QUAL- . . . � 0 1 . I ,. _. I 1. I �l . . 1. 1, CER , SHAL I . . I . . I . ; . I , , , I 11 D I . � - APPR,OVED ,E . � I I- I . ., � 1, . . I . ' , 1, � -': ' - � _... . I � . I I I I I . D AM I C - T ILE,: - BE 'rUOup OR, . i I . . . I I I'll :: � � . 11 , 'I - , W Q O 1% "ATE S'. �� 2 ", L LY P. - TREATED., WHERE. ,� �'� ", ��::' *_ ': I . I I � I I I . , .,2 1 ,; . L � �, `�A TILE . I .0 � � . I I . . .� - I I . -11 . I I .i � .1. 11 I., 11 I I , I I .1 I ' . . . I � I . I . I I I .11. . u- x- ., - I . f - . �� . 1. � I _� - .1 , 11 I I I . - V ED SHA � : .SHALL I I - I '. I I � -b- , -R� , -TALLATI.ON i . � � .� . ., ! :-],: ' - . I -1 I I . 1. i I ..,-, -VANIZED IRON.i.- � I I I �l -1 I .-G- i, , -, I I I 11 . - I .. . . I I I � � � , '- ' L� .PL ., . (PRES.5'URE� . '' 'G . � I . ,� . . . � - I F E'D,E RA . - , - I . i: i I �1:1 24 .L. SPEttFiCATI914 . � . � . � � -1 11, 11. � �: A 1 GAL I . � LAS� I � I.. .. I ,� * I I . �MATE R I AL AND.INS � . . � , I � � � " � �.. I � � � , , � . " c , I � - , TERIAL$' .US I _ . 1. � I i I . ' ' 1. - 1: . . � . I . . I . . u� � - I . , I - : REQV I RED,) I - - , I � , I I L L�,,' ��, - 1 OE�DOUBLE STRENGT ASS � . TO BE�.S.EtECTE'D� . � OWN8 . � � -, , " �� ", , . � � � . :, � 1. , 1, H.'' -;GL . � � � � I I . I I I �'. H , I _pi. � - '�.,: � I I - . _ - I � I ',ROOFING.*� ROOM S_YSTEM�AND,A'LL MA _ . SHALL. I ; :., ., � I I I � I . . . � . . I I �,�, ", - �1_ . I I.. , I I . , , � ", z - " wl � , _ .. � . � I �, .- I . I I .: . - �'.1 � �1* .� I I I I , , ,�, - - .. - SHALL CONFORM TO,'AOP I --AB . .1 I . � I . . . -� W , � I . I � :� ,, _� � �' � � ',_ I FOR A 20-YR. � - : . , I.,_1 . � I . L, C . 11 I . . � I . 1. I . i 11 I , : , . ,�. � . , , : , . 4 . - -L I ,I ., � - - I � I � � . I . 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I I I I � 12. 1 NSTALLATION.OFALL MANUFACTURED. I"TEMS, SHAL L BE 11 4'' " , , � - ., I :, . I '.. I � tW; �� - .' ` , U - - 115.3 , PROD.UCT,5 : ' ALL ,MATERIA S ; ., . � - , . I , -::!�� ' , i I I - : 1, . -, I I . : '. i �. � . I - I I . � � 15�. �A T F - I-R-ES: A L �:� � I CAN. STAN . . L I I , � - I , , ; , , �� " -_ I T I I - I - I t_ I 1 I I . � I ; � I � " I I I . .. . . . , . . , , � . I . I e� .1 �o � � I', I �� I I � � . _j � I L . �, 1. I � . I I . . � , _., , DA":� M 5 L 13E BRIGHT , , , ,� . . . . . I . �� 1, . � ! � � i. � I --X - -�.,J-, I 5 T 11 W I R I I_ " . ". � 1:1 � -� h, I . ., . � � � I I .. . . I . , . I . URERS" I � :1 ;� , 5 U 6 M IT,., F, J, , - . � I COMPLY WITHJ�EEE, NEMA, AND U'L. I I I . I I I- . I . I . . I ,-%* I . . . I I . 111. , �,:,�,�; " `,,, , . I . I �l . . I . . � . - , , ` � - 1� I , � I . � I � ,.� �,,:,` - , T R, �AL , . ;.. I I . 4 - I " I I I . . I . , 1. - T URE - ' I � , I .1 ( .): . I I . . 0 , , I A 3, 1. � I . 1. . I . I . I . . . - . ,. ,�, I � I . ..� t� . : � - I ; . 11, I 111: I .1 �, �w -, I : � 1 , I �''l . ; � �' 1,-� �:i ,! ", " : � I . . 1. I . . I . *. '' I I I .. . � I I �. I .. � t � , . . � . I I . .1. . 1, . I . � � 1; I W'hi'LL ��BE-,`F�1)'Rol SHED, BY: OWNER':AND AN- � " ' ! 'l 6 4 : F I XTUI - � r URN I..SH 'AND INSTALL ,LIGHT I . I . . I . - � , `� �l I � � . . . I - . , - ,� Fj XT,URE, . : ", I � I � I RES .. , I I I 0 11 . I � - I . � _ . I _qHROM, :. , , � -, � , " 1 '5 . I - . I . A . � I � I I I I ��,'! I � I . , , ;_ , L I . , � I , . , _!, I '' :-,4 :1 � I 1� . I � t__ . . � � . t �. � 1. 11 I __ - , , P, . i ,. I I - 1. , 'i , . I � . "I. . . I . . - Y - � P LVMB I NG,-, _CTOR.' r "I. �::� �.. I � ON DRAWINGS , , FIXTURES WILL BE SELECTED BY OWNER. , . ALL WORK SHALL -COMPLY WITH THE COUNTY ENERGY - . . I 0 , . 11 - I � I'_ "", - _ � , � - � . � . . I I , �l j , . - I . I I STAL�ED 6 -,, 'CONTRA , 1 �3- 1 1 . � I I I I .11 I � ' I i . . I I . I . � - � I � I I I _j , . I I � � . I I 'AL: �` FURNI,5H;' A. D I i ' :. COPPER. � EFFICIENCY CODE. . � 1; . � li . I I 15.4A.- P LUM I IN INS TALL. .WATER AND 16.5 - WIRING . ALL WIRING SHALLIBE I . I I fir :),�, 11 . I � . . , : . I . � . co I I . 'N ACCORDANC . . � � SANITARY TO'.BUILDING I E w/LOCAL GOVERNING � LECTk I CAL-, i I I �_ I . : I - . 16.6 SWIMMING POOL: CONTRACTOR SHALL PROVIDE E � % I I i I I . I . ,� I . . � . I .1. CODES-. ALL� -_�...RLPING SHALL BE COPPER. . L EQUIPMENT ROOM. I . t+. ALLED AT FIE I G.HT5 -', I I " ,Q z Z� , I .1 - . I . . � I . ALL SANlr C.I. OR P.V.C., I COMPLETION. ' * .1. , . 0 :j�._, , I .: I � � I . � i 16.7 TESTS: ENTIRE SYSTEM SHALL BE TESTED AFTER AS -CALLED FOR IN THE STATE ACCES'SIBILITY CODE,S AND ' J . . 1� � - . I �lo ( ., 0 1. � it, _� � I � I I -, . �',:. ., , ..� --I ! ERMITS. SEE PLANS'�oR DETAILS. 1 16.8 SHAIL BE 120 LE.' G.C. is 11 u I . I I 1.11 . . t SITE ENGI- ! I . 11 � � . � I I 15.5A U S CT . . - w . - -1 - � � - - � ;_" � I . I INSURETHAT ALL FEATURES OF SERVICE COMPLY 5. SHES, EXCEPT CERAMIC TILE AT BA-rFis, . Z cc ,�. . I � ,.:. . � I I I . E I -THE OWNER. 0 i 14 - I . REQUIREM � , ba..." T-ORTHE POOL. STALLEDBY THE POWER COMPANY is ,TO BE FURNISHED'AND � . I �() w Z " . -. , � - . -�"..,. cc � - , , I � � � \. I I T I * , � , < __111 , ` . . I . . I . 1. I T I . 11A 11,11 ; 1 116.9 T RVIICE: I I . ,'�..ip- �z I O', I '" I T E FOR USE OF ALL TRADES AS REQUIRED FOR I � ; . ''. , '' DIVISION - 13 SPECIAL CONSTRUCTION . DIVISION 14 CONVEYING SYSTEMS . 1. ': . ... I I I 16. IO.. TELEPHONE SERVICE: RACTOR To COORDINATE ).- � . - . . I . I C.3 1 . 4 U-1 1. . - SHALL BE PERFORMED BY A PoOL T C:) 13.1 SWIMMING POOL: THE WORK . 16.11 MATERIALS: SHALL I= ,� N THIS TYPE OF POOL CONS-IRUC- � BE COPPER. THE MINIMUM SIZE SHALL BE 412 TW. CON- . I M. . -r I ON. D A TYPEWRITTEN DIRECTORY FOR EACH PANEL 1. . I . - I . 1 13.2 THE POOL CONIRACTOR SHALL FURNISH AND PAY FOR ALL RE-- . UIT SHALL BE A(, AL- I _. N I . . L� � CD 14* OBTAIN NECESSARY PERMITS FROM THE TOWN, COUNTY, AND THE � I (o .. FLORIDA STATE BOARD OF HEALTH. . I r- , I . 13.3 THE OWNER Will MAKE FINAL SELEC-1-10N OF ALL POO-L EQUIP- � 0 . -, MEN I . . I � Iq . 6 � co 1.3.4 THE L)RAWII\I(,S ARE PROVIDED 'TO ESTABLISH THE DESIGN OF u: C;) � � I �_ � - THE POOL. � "i 11 , 11 - . I I I I I I I "I * � , W 1 4w @ I I I I I I , I , i, ; ; , I I I . , li"'�, I � LW."o r I I I I "I I I � .1 N. : , , , A I I I of I I I , I I - UF �__-�_ * OL I r mm I t I. 4 i.9 ;i 13.5 -FHE POOL CONTRACTOR SHALL PROVIDE AND INSTALL ALL RE- , -.11-1 i� � �) I . I � , C? " � I QOIRED EQUIPMENT, PLUMBING AND PIPING REQUIRED FOR _IHL . . i f I -) . I I 1, I POOL, ALL ELECTRICAL CONNECTIONS FOR POOL EQUIPMENT, I - I � - ,. I . j . - �, , � . � - -- ___j_ ,,,,Uw,"a;��=��u,*�-4�AMW,*ku,Aa"zw,xavw�&��4-2�i-,--��,�-e�w",.,.-,--,--�,� -�.1"__ ,�I ir- - I . � ______ -----.-------. ---------- � I CF P ANI I C r I I F AND CAS I NG FOR POOL. 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P I "� I-� I RE EVENT cJt�.li2z - -q" ---- I % c�Nl.`(-Ncrr ROIJGN 3� �PEIJING�1 OF �EGGf1 BATH 12 / '\Z/ 3- t-'\\ �� 0 � �NLi UP ITLcbR NVi I i _1 3�_Qd\ 2 KITCHEN -- 1 - vU (A"I- N FOYER _ 4,11 0 BEDROOM jal, I 1Q. -� 4 I N� rt� M.-rt OWde CL Na—� z fto <7 L 1 44 _J -- :_ --- N C�ETi&.I 1. 1/% i �aR�,ONSTRUcm vrJ -% , i per..f✓�}'fRJG� LL I i 7 8 d all 4'I `�I- q4 - Col— III H cl r SECOND FLOOR scale: 1/4-. 1% FIRST FLOOR 0 _j W®®rx ®1. ®mJL. ccw0 wm 0 Z O w u- LL=V)Z WZ a 1- O UNIT TH-325 A SQUARE FOOTAGES A/C SPACE = 1394 THIS NON A/C . = 1 54 S PRINT HAS ` L �. BEEN ADE-�'RO A TOTAL S. F = 1548 maw. y Comte . Y �.6r (rA C l �l ll r` f' W !- + A. n o ru n, n ' r a t i t 7 0 • b j m __ E00Nt FL OR I _N t 6� ROOF OVF-" AN G 8 8 _N i a1 ! 4 ! o ROOF OVEi W&MG _..1 I V -- N iCH ol. I N 10 t t ICH o - I -1 x 4 VAP c�L l N I Ott 8-4(.UNITTH-215E/A 'SQUARE FOOTAGES ABC SPACE = 953 FIRST FLOOR. .NON ABC = 11 TOTAL SY = 964 THIS PRINT HAS Dmn2 BEEN AQE.'.F'RO AAML } Cnnvri�rt �i GINOCCHIO AND SPINA ARCHITECTS/PLANNERS Inc. All Rinhts Reserved c c h z 0 h y W cc a f W ^b W 6\1 _Cj ]: ac V A w Z 0. Z J Q J a. 0 U w Um W� F"' J z I IL H � X d3 W a 'j Lo I0j t- o N 0� R Z 00 H CA H t im t� t1JA00 (� J W.J ®m-jU. IxW00 UJ :3 0 _o Z Ll. Q Z �- CD a [15 o 6 i1 - - - - ,., — a — - - ■ i e ■ •_ a■■ �■ gee _ e�■ ■e� �e■ _... .._ _ i �e _ ■ I. _i I. 9021111H■H ®�I�;dfil -,� _, _ �1�1� i�IY1�Hl■IS�® _ ■ I ■ = != ■■■�� ®>• _iiIMMM ■ __ ■� _{ Ir.. ,____ _ Ya _ _ _ _ _1 _1 _ _ _ _I - -I. s� I ■■ �!■.�■■,_� Ins LI = � �_,� _i, :. ■�i■ ■■... I_ ®n �Ila®■■e _ e�■ ■sr ■el.l� r�er nHe ■■■i ■■■ �■e ■■■_■i1= y■--- - ■ief I■ �_ ��1■OILl�lLllt3rl�li_! - - - - — - IOP■ -se-4 44 SUNNI I I ■e■ ■■■ ie■ eee ■ z 6E2L 4 r , • �WNS�R�UT � fO °C 4 R LA K ,., k.,; ;.. _,. � �usF'-� ,r� k •, ' ; .. . FINIyH i`' F�.a�R • t 'k yy, T�i _ r do. 44{ LSFIT �` � (RAb 3/,�. �,o�/E: �I N �N E'er L.GYy1�� f�-�C•o% � r Ci• w , �SUL SV imi AD Y, � ,j a Copyright© GINOCCHIO AND SPINA • ARCHITECTS/PLANNERS Inc. All Rights ReserAd , '_ 12 / T�F=, �VIeI kz A., f-nzz,:P vEav -TPP_LjI:ae0D NU4\ In t5� S N-e A Ir 4) _T 550: ��11_ :n;-pe r-I W_ Li �j I_r15 le,,'t �j I f,-Ze, 10, C, f 4 lie M W I_r}-C70 _T ,7 12 I C-11A IT I!kL7 -F j,F- MJNOC)m CDPZel,aLL —4 , r-?L- 'I E� g ixz P-r. { ju NCI ;FI I � C., I CD L J L- JZ�� IZ.N D FL,670g r-t= Lj Fz 100 00 a&00 -n ��84� M E-= &- It -4-rr Ft� Ll t:71 _T �I o E5, Mi" V4/ 14 ea- rc -Tim 15 %,1 &'-r �K� 1 -A _MV 4 7TTP5 V I I _7" F=9 L_L_ SECTION TYPICAL WALL 2 SECTION FRONT ENTRY r scale.. 1/2 - 9 1' - 0 Alternate: (In lieu of type "X" drywall under roof,shedthing at party wall) Install four foot wide cont. strip of 5/8" firetreated plywood roof sheathing along each Go side of party wall for roof construction. N ................... . .... FILL. -t'ot�G�Ul� ... - �^P� �Y,Et� � _ � �E e �� of ►alh C (j7 all W WrL "161- -A e g u E5 Y-11 d:iiii R r_,;) I = 7 F;7L-T" 7� tun S F_-1 N NE, v iL � r2 0000.0 00 00. 0 0 000 00 00 00 00 000 00 00 �� 0 Q No 00 00 0 ............ - ;M'IW/� _ K5A DETAIL TYPICAL _n r__ e5�-_A �'��GABLE END scale: 11/2-: T- 0" II 7 I PZF-p IJ r;25 4-P t::::> ,-,/ of NOTE: IF PRECAST BEAM IS USED, IT" SHALL BE DESIGNEDBY A CERTIFIED -2 - ENGINEER TO CARRY A MIN LOAD OF' A_ 2POUNDS PER LIN. FT. i�Ljmi�ju�'A PIZA- Z% 100 � 'ME Z � f-4 L.:-r I _n 15 n M&- M /,--�SECTION REAR ENTRY scales _-,'12-17.8T--0-._ (UNITS-TH —325&TH-350) 1, (i) � 1111LUM �J C7 e,52 L J -T c 1160 IkLum F 7 T Ljt�_- I-j Fet;,L.CPI W, -T F41 M y'x,; L.,&,Yeuwt Ej,41-ryf-r-o"x" 7 LL_ V41 ==W U C:�� LJKC-�IZPIIII W eoiaj �;,; c I �1 x I A-T 51W_ _77 SWALD ETA I L_L ECTION-PARTY- LkSX4Nr -7 0 A - Ad I Z X11 F; IV MAGERM r-4rl( r r L Ck:Pt4�Q _=1 UNIT TH 2WE/A )J)!)Jkj U I .1 r�GN X4 2 r eLM*T5K- 95 L + I PILLED N1Cx2Nr_ 0 10-7 /&ILLJM (o)-e-x 1-p k:;) e'eb'm N C�IN F-r F-IIIII I X NE2 -rFW �A SECTION PARTY WALL 6SECTION PARTY WALL E�, --)AT Pir > 0 -7 1IQ �Y�Lcz;)IWCA FrELT V-7)AT STEPPED ROOF K 7 L A:""r_,) 'ZjEt=- - , I I i 75 sCalei: 1/2"'10" F-T I ;' 1 16_� -, I -er--,54A 'A4,L-�z5:) , I --!Z 7 r .5AM ra�u -r L-T aa:, 0-0 _r 11 Q ) N Z_ P", ') ' - -7: r ') e> C�kjc_, 1!- 4 7t- DETAIL SHORT GABLE END T•scale- 11/2 T- 0^ ALUM. PVA-ME:- 5-L. 'Lum z F2- A-,PF'-;Fzc-;,ve5CD �Ll,&-L Ar-JtD " 00 f:Z)L%.e VQ �,� �\YN4� r- 1:_-D.C� L. U �,A -n E5 E-3 L, U 41 � U e2 r-jN b-,,LL)tij T r-Algac- I 'All FIF;ze.F=i�_j k-L-U M CZ47) FT �0r-IN 4., Lim VP 6:�20e� - DETAIL TYP. OVERHANG 7 scale, -1/2 *,a V. 0 Alternate: (In lieu of type 4X" drywall unddr roof sheathing at party wall) Install four foot wide cont. strip of 5/8" firetreated plywood roof sheathing along each de of party wall for roof construction. , co t. /A. I z, 5-:?p SECTION TYP PARTY WALL SECTION REAR E14TRY 1117 scale: .�2 `e o"' LA L 4::10 7) ocafe, 92,,v o,, (UNIT TH CP 0 4v I rkj 11 r-ZX4 4*21�kALe L,&,-(P-FZ Z I- ez� 4)I,Q,IeVe.I1__r_r1Pe "'All L,,&,yL-a 0HC,;V_;2- I A.-f fe i e- d _J; 7q I'1 I- R E r- A ---- 7 GONC, SLAG -TYF:9 ��A4A ,SECTION STORKAGI RM-UNIT TH 215 E/A .- sicale, 1/2 -s 1% 0" W sc CJ1 W NI 14 Tf) 0< z LIJ z W 0 Z _j LL Ad Ah _j CL 0 :E L) F_ U Ca U W 0 F_ J zEL W, ,c. co NG �L..c�K I X2 �'r G'J r2FZ4 tJ� ,,N�J M /1-4 = — W • t rtzc�,1�3T - � RY'r`1�� C� �--f F2AGTot2 1 x 2 P'f �J Fz f:Cl rJr . DETAIL TYPICAL WINDOW 1 , Lleo� \\V GL D 15-rY�.�v M � 1 i,,J , v L -ra �crr`1'c�M I 2 ND mil.-GY7F� �f2E�Ga-F"T \� X\v "` ZuRlar►Gn�—c5-ry ' IK):!-:,uL. rzffZ) -Tin 4ttl_ lt) W/ M>A�r,c . I/2 M Jizi V.1 A"t- L_ �L° M. R• ��V`IAt.L. 4 I��L � ��'8" MTL- �'Ur --� Iz-II It.1�t3U1,�.-r"IoN --25 LJN ITS __--�-►I � I�Iio.�. �I•--fF�'f}-I I rl cn - V�J� 4-I��ER fi.�3 � _ _ 12r�.ePtJl►�r:c� � ALUM OFF=1�i ViC7 �fRIM I xc� No-r>=zlt1,( HEAD HEAD --M'11- 'iN FZ�54-10 hlr� "f121M �-i-----� �t U cco >�r�1 Pp•P� I X CP VJ I� - i 'f):;?.lM ut,6'c Mn- LA.Tti I,,ZII ,YV•J,� ; I�L�IOI�(V�I U,� IX�- tiles✓ �L��KG�1 '� :/L"� R�(tilf'�..1� �I�GGI� _ •- 1-,� _j J A M-B K-III Lit, u1T'- AIL-�►� G+�il`.L- �' ® { a Grr Jcco o I l PAS-FZ �' S-TU � (S I ll o, G,©- IJ M ICJ � > %! II I�F�-`-('ALL n � ►y1'fL S� LJ • � K �� .� DOORS ��_�� - �" scatet t'/2 "•Y• ( UNITS TH35o & TH 325- - , _R i �e� I -i"�P1E x" � M-rL �ru � � I2Yv�� L-•�- �--� . �4 _ 41' " ' ` M�IU'�fi•oI!lRLR R 2 x 4 -1-r� p IQA►1. �� x" lo. DETAIL (S7 8/-71 Zx 12 wu may, ,. � PJt12IN�� F2 I ! i 2)ccv VJv - rU�/1 E q. DETAIL STRINGER - ) - � � ' -AT MLL'� 1 I Zoo �1 FZIP - �/ f - - _-- a.7-r�L L 0-0 _ ' _ L 1 - I • -t�l� or 2xlo vJC: UNAVU I- 2Xt� r-r. Ho / iI K, Ire W/'f81,p r\-Ta Z_ z _ --- . - -� - / _ . DETAIL GUARDRAIL bETAIL STAIR CONNECTION �ECTIoN THRU STAIR scale: 1'"� 1'- 0" r� TO SLAB TYPICAL a�11 2 K \A-rL STucs ('I ✓ /- c:) L I OPENING IN PRECAST SLABS DIMENSIONS WITH PRECAST MFGR I ' I r I ;. x.�,t.�l_ ' �.NUINC� • ray__ SECTION _T.HRU STAIRS- UNIT TH-350 JVD%H OPE'NING IN PRECAST SLABS) C�IVVI i �I_Foil> t=4=t=>Fme,VIZAIFY DIMENSIONS WITH PRECAST NFO i 1 '4z I�rs.►c� 21 gll 4i1 -roP I L_ I/2." prrrva� - ..-- - — - - -- - �v11? VIA' I-LYV D (R�tJT� 2x3 / 2 2 >X cv X I pT L PKZ � LI I I�+NDI _ c�LAF�tb Jo QO 00 00 000 00 00 'n^U- 1 �j ( �1 t� E{ �, 00 000 0 6 0 00 I"'I�MIrJ�► W%� �/b' Z 2x �o wd f I � �r � / TC21 M r --_— _ �✓ ' I � iJ I 2XC� V�C� 2X 2 C, Co I - I !I 2_ItlX12 w -rt21 NGn rd'r2_;a; THIS PRINT HAS • BEEN MADE FROM AV ° m - UNIT TH 325A an oin �N _TH.R U STAIRS --------- ® Com�nr�e r ...,.: .t.,n r.tntnrrwn Antn caINA . ARrNITFrTC/PI ANNFRC Inr All Rirthtc RPCPrvpd 71� n z 0 I� a 3 U W a W � = a o ca o Li IT m W0U0 ® n_jL" /pW w W w=w0 o U. CL�0Q F- O F • C•. U W 0 Lt) o T It N o CD e,a \ "'NERdA,L �CJ SPEQ1FIGATION3 STRUCTURAL FILLED BLOCK CELL COLUMNS: 1. The=Concrete Sub -Contractor shall make all secondary concrete pours f�)r A. Cleanouts shall be provided in the bottom tier of the section porches when required by the Project Supervisor, being poured and shall be at least (3" x 4") by cutting a part of inside face shell. All fins and other foreign matter from 2. The concrete sub -contractor shall check all form elevations try grout space shall be removed by acceptable procedures. The instrument prior to setting screeds. Sufficient screeds shall be u3ed clean out shall be sealed after inspection by the Owner's rep - in insure level slabs and screed pipes will be used where required to resentative, prior to grouting. - assure level and smooth finishes. B. Excess mortar shall not extrude or project into the space 3. The concrete sub -contractor shall verify that the soil treatment has -grout in excess of 3/8 inch. been completed prior to pouring concrete slabs. The sub -contractor shall notify the project supervisor immediately if the soil treatment is C. Vertical cells to be grouted shall have vertical alignment suf- - not completed. ficient to maintain clear unobstructed continuous vertical cells measuring not less than 2" x 3". 4. The masonry sub -contractor shall provide hoisting equipment.for setting conerets block on the second floor slab. The masonry sub -contractor D. All reinforcing steel shall be inspected in place before grouting. shall coordinate this with the project supervisor. E. where the miniumum clear opening of an unobstructed vertical grout ' 5. The ,masonry sub -contractor shall have construction openings in the case 'is two (2") inches or less in both horizontal and vertical z` concrete block -party walls on the first and second floor as shown on the direction, sand -cement (mortar) grout shall be used. When the drawings. The masonry sub -contractor shall block -in the construction grout space is p greater than two(2 ).inches, structural concrete. openings when authorized by the Project Supervisor, with 3/8" inch top size aggregate shall be used. 6. The precast eoncrete'slab-sub-contractor shall submit engineer approved F. Grout shall be suitable for pouring or dumping without segregation '- shop drawings to the.Building Department and the Owner -Contractor for of the constituents and shall be mixed thoroughly, having a slump I' approval before fabricating , slabs. The precast concrete of 8" inches plus/or minus one inch. Slump tests shall be per - sub -contractor's shop drawings shall include all slab anchor details and formed in accordance with ASTM C-143. Grout shall be 3000# psi { secondary concrete pour details required for slabs. strength pearock pump mix. Co PRerc.�2rT �t..�l�a 7. The precast sub -contractor shall properly level and align the floor G. Grouting shall be done in a continuous pour, with a maximum total slabs as required by the Project Manager. pour of twelve (4) feet. It shall be consolidated between lifts OQ ooO��QO o=000-C �� I by puddling, rodding or mechanical vibrations during placing and 8. The carpentry sub -contractor shall furnish a crane to set wood trusses, reconsolidated 12" to 18" into the preceeding lift after excess This work shall be coordinated with the project supervisor. The moisture has been absorbed but before plasticity is lost. Care carpentry sub contractor shall furnish all required accessories for shall be exercised during pouring to insure all cells continuously p setting, bracing and anchoring the wood trusses. The wood trusses will and completely filled. i :I a N 2 0 H z W 3 w w c I I be provided by the owner -Contractor. (� Q walls and let surface dr14y lux H. list down masonry Y before attempting grout@d (x2 hf +�UQ�'at_ ---� / 9. The _TRIM sub -contractor shall provide a platform and enclosure at operations. W � IF'G 14 c�.c i / each apartment to support the A/C air handler above the water heater. - I. When placing Z J I / p g grout in core with reinforcing bar, vibrate and shake I �. _1,0. The drywall sub -contractor shall instdll and tape all sheetrockas £ire -walls. bar to permit grout to completely fill the void. Z x 2xc.�-ram AIL. �t �. A Am J. Cells containing reinforcement shall be solidly filled with rout 11. fte c erg R� Corr-rR.��-rcrz. shall seal the joint between the second floor and pouring n g - P g of grout shall be stopped one and one-half inches below slab and the exterior concrete block wall with approved sealant as the top of a masonry course, except at the top of the wall, so as specified. to form a key with the next pour. I I - 'LIVI I 12. The plumbing subcontractor shall furnish and install all plumbing K. Measures of precaution shall be taken during grout placement to a 2x2Wv T_' fixtures and..trim as shown on the drawings. The plumbing sub -contractor prevent segregation of the mix and grout sp latter platter on reinforcement e7. shall., make 'all plumbing connection for garbage ,disposals and washing and on exterior faces -of masonry units. Grout splatter shall be � ;.; -ju \ machines. The disposals and washing machines will a furnished by cleaned from exterior faces of masonry units immediately and notothers. The Owner -Contractor will select all plumbing fixtures. A11 allowed to harden on the face surfaces of masonry units. trim «Slhal`1 be SAYCO, SPACE AGE, or APPROVED EQUAL. The plumbing y ! L..�P�NC.•LIi /G �R�rWALL c�� Ii. subcontractor shall connect all dishwashers as shown on drawings. -ZX12 WC 157RINQah, N REINFORCING: (n U 13. The plumbing sub-contracor shall drill holes through the 2nd fl,-!r .. precast slab for all plumbing vent and drains, and one hole each i)r A. Reinforcing Bars: ASTM A615, Grade 60. U m -_ - - __ electrical service air conditioning lines, dryer vents and bath vent.-4, MORTAR AND CONCRETE BLOCK MATERIALS: WI The plumbing. sub, -contractor shall coordinate the drilling wife project supervisor and the precast slab sub -contractor's engineer. A. Mortar: Type M or Type S, ASTM C-91 and Federal Specification . SS-C-1960/1. = 8- pay ! n /� ®�+ �1 r� 14. Ttie plu"robing sub -contractor hall furnish and install glass lined, ener it" V �. E ELEVATION OF STAIRS .-UNIT TH-215E/A mize'r, 30 gallon .electric water heaters, RUDD or APPROVED EQUAL with � B. Lime: ASTM C 207, Type S special finishing drain pans and over .flow-drai�.n§., See plans for water heater locations. png hydrated lime, non- 0: W air entrained. 2 I _ 15. The appliance sub -contractor shall furnish and install the following appliance as shown on drawings, unless other noted. ALL APPLIANCES C. Aggregate For Mortar: Sand, ASTM C 144 or ASTM. C 404, Size No. 2 LISTED ARE OPTIONAL. ,except for joints 1/4h and less (if any) use aggregate graded --M with 100% passing tAhe No. 16 sieve. a.` Dishwasher b. Rifrigerator D. Concrete Block: ASTM C90-75 Grade N. 8"x 8"x 16" (Type 14) , c. Range with Pigtail 8"x 8"x 8"(Type 150 and 165), 4"x 8"x 16"(Type 209), 12"x 8"x 16"(T e 16" (Type Dryer with Pigtail yp �06) 8 x 4 x 16 (Type e. Washing Machine 350). Blocks shall be min. 10.00 psi at 28 days. r f. Disposal with Pigtail (installed by others). REINFORCED PRECAST CONCRETE "U" SECTION WINDOW LINTELS AND { Q, ' L g. .Range Hood (installed by electrical sub -contractor). PERIMETER BEAMS. � ' 16. re air conditioning, sub -contractor shall furnish and install air W ndler and condensing units for each apartment. Verify type and size A. Shall be designed by an approved certified engineer. ' i p ,� I ,I of equipment with project supervisor. -, ID-o x-c - w B. The maximum safe load (less the weight of the lintel) shall be �OvuG,t-1cT �e�ee�No 'a. 17. All carpeting shall be optional. stenciled on each lintel. y -� C. Lintels 7'-6" or longer shall be filled with 3000 psi concrete and shall be temporarily braced at the center until the concrete 0,4 q it :i has cured." ~ �° t�►�V�1_� � _ lr24�1.1C�1-{ OPN'C� P! srzT'i'rlpN I � I F1NIN t a-oEGo^►� �. ��o�z�o- .i' �oECaNC� - r,.rrs-R►-� �rue� "��-r �t..�+,e� �L�.a� :� � x - ----=- 00 0000000 00 Jo 0o oG'o 0o 00 oU Fc' Pz:�SAti4Y Polar INI1E5 �--I Tv 00 $ I2-rrz�e, a Gt.3Z'�Ea = �I- T! L TL►N J ( L�II�1C�i C 1 cl%4 M_ + i _ ,emu W ®� 0 € C'. 01= �u co'- 4" --- -- 2xcP V.1p�21P ALUM CLIP m W O _J vR5l,�f�,�� _ I' ] ��i Ili �b� r> "x� �- 2X21vLLu�sr 2 U .z�r1-'�-r IX2 I�?T Imu1212Gn I . X1 V�rJ'�M ; �L 1�� llJ�-� 4-Z ® W LL 2 N 1p LU Nl Ix4 No -� 3 r hlP �Ti21tt�'FZ XG ' IGIM T2 t/i ! 2x F- O j DETAIL OF C�A�LE AND =�t irrzwcaaR _ N�oo NG � " M -n- �1 �INISN _ . I ,, �5y�, MT_ �c� � I! q.''o.G, scale 1�2.=1•- 0• (CONY. TH-215E/A) X f-T �u� ® ��oG THIS PRAT WAS S'�� { „_ - sxt�IN6d r 4X4 ?-( �J r��_.onl , FjLooR IMP "i�„�/ % QiP.L�/� -- - _ • - - - -- - �AJD'-�L �T ,N ' ,M �EEH J�DE� �Ra �bP c� C-o-JMN JIJo TO PJF ANIICI_4 2 �Lo"" • Ii • I-o� ©'' 1_ �`.�`� COL. DETAIL t2�S THRU STAIRS UNIT TH - 215E /A SECTION THRU STAIRS - _ DETAI L WD. COL. ANCHOR a scale: rh `® 1'0 ®" BCale, 92 1'. 0(UNIT TH-215E/A) scale /z -1 -0 (UNIT TH-215E/A) ian � _ ^ L'Gfflp8l1les H r——————------I i— ` KITCHEN i2 KITCHEf� KITCHEN ,._ I '© UNIT TH 215 E./A I�' UNIT 215 E/A Io UNIT 215 E/A --- LT, COVE -- +- F. LT. C O V E 1 3_ Hoop K E F. RF.G6556D nvoR. u 6NT '--OROPPILp C�-cs, � QW -- i i \ AANait �. .. I'C:IN UNIT TH 225.. r I r CD Y�Fs ---i* -+— I-T, COVE C E t 4 - T I r = 0 - + I T U 0> I _ 1 _ BATH . UNITS TH 215 E /A io SATH 215E/A iI POWDER RM. POWDI ' Iv TH325,30 '® 350,325 '" UNIT TH215E j4 UNIT T 41 I , A/C DU � T DRYWQLt-/ GN EAsG DI E TILE DRYWALL. M I Ft K 0 R FINISH SCHEDULE N�-►-� o �►N I��►� ��►�,�� a�T�.�N -ram 161.L U N"Tda U N LI1 o'tl-�I � V�115 N ow C7 ROOM FLOOR BASE WALLS CEILING REMARKS. MAT. FINISH MAT. FINISH FOYER CAAPruT WOoD DM7 PAINT CONC, TEAT,PAi►tT LIVING/PINING C®RPET woof DW PT, CONC. TIEXT.PAIWT 5.I36 Pt-001L PANS FOR A.R.CAS ITA o2oP CI Cam. LNOINQMS,NOTS 4;1 e4LOA, K I T C WE W VINYL VINYL. D w PT. CC,4G TRXT, PAINT POWDER KM. VINYL VINYL ®W PT. COMIC, Ti=XT,?Ad WT KI-TGHtEN 215EIA, ,NYL VINYL ow 1'-r 17N ?r.XT F96JO LUMlNLlote Ct-& g4TN5 VINYL VINYL DW PT. D,W TEXTIPAIuT CLILAM►G'TtLts(-2TUr6+ 5HOWE2 5138D ROOMS CARPET WOOD DW PT. D•'N TEXT-PAJOT yT O R A b E. �► I coat , w oo D P.W. PT. Go rJG, T RXT, PAIWT yTORAG@ #Z CAF�FKT WOOp DW PT Dw TEAY.PAIaT CLOGjET•eV' CARPET WOOD Dw PT DW TI6XT,PAJNT LI IQ S1�! CARPIAT WOOD pW PT ®w TEXT. PAIur --- - - _ _ LkONDRY 9:t I CONC.- VINYL DW PT oNG TEXTIPAIMT LAUNDRY *2 VINYL VINYL DW PT Dltil ZE)MMINT A/C Fr E W N CONC, DW FIE DW TLKT,PAINT --_-- HA.Lt- CARPET WOOD DW PT DW TE4T•PAIuT ST&IRe? CARPET Pw PT r2w TEXi.PAWT STAtR. RAIL.4 SFLAL.ER _ SGREEN PORGN CONGI '9T'uI0(-O PT pµ! TiEXr,FA►NT LINEN 21� {�. c41.9 I'll'--'r wev D P W F-wH 215E/A coWG IOW P7 rV, -TeXTFAI0 1:;;,9VP' OL. To L�.jwcI F2f 215E%A. vIN-r,, V1WYL PT bV-1 T '1 PAIFJ'f PROP GL-� TO -7-v'IAr!fw NoT� I. DRoPP�t� pIN1t1G RAM GL �o t-� {�,6-vim �NtGv'i1-� DVJ 1�,� 11-N I%I►�1 I' DOOR SCHEDULE UNIT NO. MATERIAL . MARK TYPE LOCATION SIZE THRESH BUTTS LOCK REMARKS 32 3so 21 DOOR FRAME to 4 1 A E NTR ® 0 • 3 x Go x 13/4 N,M W P. LUM• 117r_P[i KEY W DEAP lbOl.. _, Y -- -w 10sr-c-T tcca mN W 1>. 2 5 LI V I N V ® ® D�x�gx AL GL. 4. 0M. 15YMFGR. ATTH225`UNITS Z 0 4 C PowpEp.*vc"o • • • 24n 68 x 13/8 N.G WV WD I PR, Pill Y. g O r3ED ROOMS • • • 2`x�e>` 1"Wa H.C.wv bvD I Pa. PRlV. -- . MTL. ' , ,►v/-raAcrc LL _ 6 7 p C.LOe;ET • PR1_b 4?s MZL. o G � T6A68 MTL. ►^I/T K I 8 D �' RA � 2 • , 9 D WALK IN CLOg, 6 C- E w H • 3° x 8 MTL. _ w/Tia,�c� -- 10 E � — 11 12 L. I�IfJ ® 2° n 46 E1TL W/-11�GIG 12 13 E A� G-.E.I�I H • 2 �x G'� Ci[ITL, 1�/'f12iaG iC. Q 14 I-x!J1U� t--IO - U cb 15 G �rc�rl E' ® 2 (a SG wI� \v 1 P K �r W J 3lx6 g Fig�RGLAsS ALUM. MFbR.rjF,�FJh./l' �"" -•�. 17 I- .f�[�CQIirY • ® 2� x Ox 1"114 15C WD WD I FIR L,&,z- 2. Z 4 18 a LI V I NGA �° X G8 �.L./C-IL �.LLlM P (MFC�2 w I T °rte AL GL A LUM, BY MFGi?, w tN EL'T gcn 1W 19 Q DINING ® 5 � 20 D L I N EN 4 GLIB • • 24x �08 MTL._ W/TRAC K -21 -- - p— LNUavrz.Y2`x�a MTL, W TRAG K 22 G A(G-EWN ® 2®Y. arr 11 NC, WD WD I PR ` I 23 5? L.I ►J • 3° ,c 24 D GLT a ;,,4 2, a , il-r L �� lnt1-T'� w°`. =--- - 3=0'C.:o" D-0 -j 2- A/c DUGTSPO,CE, [41-325 OHL%-f i I DRYWAL.t_ Mtrzr2orr. T ' f1} _ ALA T P�WD�►_..a _ eio ors a �y - - ad uj .Q V ui ui U) U,! \ O O OA- W WINDOW ELEVATIONS NTS 0 M�aT F .. LJI�EK4 W scale-1/4"�= 1-0'" �r►z �M�IENcYc-+Fz y . Id .. � o FIXED BATH I GLA1i, 'o UNITS TI 1350, 32.5 j POWDER RM. ► POWDER RM. � BAT H 1'7 BATH , r� 1�, ,0 UNIT THz2 ,TH 325, 350 TH 325,3.5® —UNIT TH 225 INTERIOR scab 3/8" r 5CRE.E.W SLIDt►JG GLA55 �o o .� V ia10 DOOR TYPES �c© Mos n__.._c_t_. r. _ nlsln rn uln nsln nnulw nnn„ITr n'Tn lnl ♦u..,r nn, _- - ,n'.-s. n. - . � --- j 1 � -� w®Oo Qm JL I� .� 0 It% Z :Or PA►.,1E.L SLIDI►JG GLA55 FLUSH '/'I LOUVER FULL. LOUVER w m 0 Rol FOLD P5Ir--0L.P Z 0 w LL a=Na . . 0 OB U (b) �J W. Z 3 x0 I FIXED I •T E M PR CsLaI FIXED - +- I 1 ail i�;�R I I I I I I I i J�L e VTR I SANITARY RISER DIAGRAM_ . pUN� M�r,4 ;u L,4.-rlo N SECOND FLOOR MECHANICAL:,. PLAIN TH350 scale: 1 /4 =1'-0' TYP AHU SUPPORT DETAIL 8l:A�LE 3i*4*/-1,r8• 120/240, 10, 3W O Ofl2�._ PANEL TH-36O (125 AMP) 20 CIRC,FLUSH,MLO NLLGlLG G F. zzs C2� CIRCUIT DESCRIPTION CIRCUIT BKR WIRE WATTS REMARKS O O NO P TRIP coo -C25. t.25 1-2 RANGE 2P 40 8 8200 'S O o O O 3-4 WATER HEATER 2P 20 12 3000 3oN (42,000) T25 i25 ---- - A.I.G O O 5 DISHWASHER 1P 20 12 1200 A _ TOO 100 _ 6 DISPOSAL ---- - 1P 20 12 600 - -- -- C D- [:7:-8 DRYER 2P 30 10 5000 9 WASHING MACHINE 1P 20 12 1500 RISER DIAGRAM 10 — APPL. CIRC. 1P 20 12 1500 RISER NOTES - 11 APPL. CIRC. 1P 20 12 1500 ,A. Conduit lateral per Utility Company requirements. ----- - — 2 ton H. `3/0 cu ground wire. [12-13 A/C - HEAT 5 kw. 2P 30 6 5300 `C. Z-1/4" PVC Conduit w/2-2-4-6 THW_cu wire. D. 1-1/4" PVC Conduit w/3-3-4-8 THW cu wire. -16 LIGHTS & RECEPT. 3-1P 15 14 4182 ;1394 @3W�nJ' E. #8cu bond wire to water pipe 7- F. 2-3"-Conduit w/2-$500 & 1-#350 MCM THW cu wire. 17 REFRIGERATOR 1P 20 12 720 C;. FP&L "CT" termination enclosure. TOTAL WATTS: 35702 SERKIGECALCULATIONS Ranee 9 @ 8200 73800 Water:�Heater 9 @ 3009 2700g A/C - HEAT LOAD @ 100$ 8300 Dishwasher 9 @ 1290 10809 1ST 10000 @ 100% = 10000 Disposal. 9 @ 600 5409 Dryer> 9 @ 5900 45090 REM 17210 @ 40% = 6:�61 Washing Machine 9 @. 1500 13500 25261 230 VOLTS Appl ;Circuit 18 @ 1500 27000 �.0y 8AMPS General Lighting: TH-215 953 @ 3 watts ea. 2 @ 2859 5718 TH135G. 1394 @ 3 watts ea. 6 @ 8364 50184 - TH-325 1394 @ 1 watts ea. 1 @ 4182 4182 A/C i 'Heat (.non -concurrent) - ,6 TH-350 & l _= TH-325 7 @ 8300 58190 Tit-215E 2 @ 5300 10600 Total W4t.s 33128 Demand Factor X.43 To,tal;Watts 142452 Voltage y 230 Amps 619.4 �. IROLS LEGENDi DUPLEX RECEPTACLE 110 V RECEPTACLE 220 V I U LIGHT FIXTURE EXHAUST FAN (CEILING MTD) / 1 EXHAUST FAN (WALL MTD) FLUORESCENT, STRIP 1\ SINGLE POLE SWITCH 3 WAY SWITCH ELECTRICAL PANEL DISCONNECT SWITCH TV OUTLET �; I- PHONE OUTLET 0 m SMOKE DETECTOR LIGHT FIXTURE WITH PULL CHI — G 'f I I _ - i EQUIPMENT i TON (RUUD Oft EQUAL) UAC5 030 JAS Al R rW4"WLGR uEAt 14�® ®Ma HEAT STRIP ID KW SEER �[QPYL�FACrTOP•Y iN'iT�11BD -c,�acu��., aRaaKxaS SECOND FLOOR q- UNb62c�Ro�JN� �l�o FIRST FLOOR 'HIS .PRINT I �E AD F ELECTRICAL PLAN TH350 scale: 1 /4 6 1'-0' 1116*2 '\Ou m z O fn W cc Q Z 3 o W v w Q x W xQ �- � 0 Wx Z ZU. J Q J I 0 U) U Um W� 0 UW 0 Ld Copyright© GINOCCHIO AND SPINA • ARCHITECTS/PLANNERS Inc. All Rights Reserve i Opt k p� rF h 1 T / „ `,. y3�� r I ALL.c�"( �•�1i�Ll�I _ ... I ___'uVT(?�tA�• 4�4+R IIrS14 Ep 2" F1mST FLOOR FLOOR 4 4 R ' J y - � i 4 ,w i MECHAN ICAO. PLAID TIJ-3 5A �- scale 1/4"=1-0 a ►J 120/240, 10, 3W PANEL TH - 325A(125 AMP) 20' CIRC,FLUSH,MLO CIRCUIT UIT BKR DESCRIPTIONTI• WIRE WATTS REMARKS, NO POL R2P J-2 RANGE 9 40 88200 3-4 WATER HEATER DISHWASHER 2P 20 12 3000 5 20 12 1200 6 DISPOSAL -- __--'_---_- �1P iP 2P 20 30 12 10 600 5000 7-8 DRYER 9 WASHING MACHINE APPL. CIRC. iP 20 24 12 1500 10 IP 12 1500 11 APPL. CIRC. iP 20 i2 1500 12-13 2 ton A/C - HEAT 5 kw. 2P 30 6 5800 4-16 LIGHTS & RECEPT. 3-1P 15 14 4182 1394 @3W/o, 17 REFRIGERATOR ,,1P 20 12 720 RELr P7 TOTAL WATTS: 35702 A/C - HEAT LOAD @ 100% - 8300 1ST 10000 @ 100% - 10000 REM 17 210 @ 4 0 % - Q%1 25z61 i 230 VOLTS 10y.8Amps I WP 171,5,t• i - T I RANC+E w/uoo D 0 )6'A,FC% FA.w E L - R F, _ UMPER6,90vuv" I ELEC-5iCmILV%Gr. 6&& f1TLZ4Cx-D\V&$- , V:DA TV&W6;:ORM" FIRST FLOOR ELECTRICAL PLAN TH 325A scale 1/4" 1-0" f3 _._i jo -0 f5 I r�-tJ MC�UtJ'fExD 1 f OR a A/C EQUIPMENT 2 TON (RUUD OR EQUAL) CONDENSER UACB 024 JAS AIR HANDLER UEAB 1005 BDS HEAT STRIP 5 KW SEER '8 rD J A - 0 RA � /rE H06 0 R El DUCT L Eyri EX - FAN HOUNTeD HIC7H ON WALL NOTE a/c 'Puc' Te'VFy MAY b� Cptd`aTRUG.iEt? O..F *101 P FI E"s@.RdLA i'� D, R ROUND MILTAL ALLOY F� LA w -0t- -:, �'•.t- e.,i_ �T-,f' �. -'rE:. ,. '. :'Y a_i �- a. f :' .. .. - '� .�.3 r_f... �. , .. 1 ^e�r t # !, f a �y� as a r r fi F{ .. � f PANEL TH - 215E/A -(100 Xf) 120/240, 10, 3W 20 CIRC,FLUSH,MLO CIRCUIT DESCRIPTION CIRCUITR WARE wAT REMARKS NOR�P 1-2 RANGE 2P 40 8 8200 3-4 WATER HEATER 2P 20 12 30.00 5 DISHWASHER 1P 20 12 1200 6 DISPOSAL 1P 20 12 600 7-8 DRYER 2P 30 10 5000 9 WASHING MACHINE 1P 20 12 1500 10 APPL. CIRC. iP 20 12 1500 11 APPL. CIRC. 1P 20 12 1500 12-13 A/C - HEAT 5 kw. 2P 30 6 5300 14-16 LIGHTS & RECEPT. 3-1P 15 14 2859 953 @34 L17 REFRIGERATOR 1P 20 12 720 -- — , Cnnvrinht tb TOTAL WATTS: 31379 A/C - HEAT LOAD @ 1001 5300 1ST 10000 @ 100% s 10000 REM 16079 @ 40% 6431.6 21777.r 230 VnLTS r 11J�U0 �m J� w 0101'. V� W ® MYj ZOWLLF CL�r tt F' z N ,A £s t- O a: �a �a { T n A r f,. 1� sal+ mNnrrkin ANrl QPMA Anrurrsr-mjoi A1►l1Ucac! 1— Alt 13.-L— Y Ilium L�l� id OH I,d, Go re 6MOotri �T VC, GG ►3 I 2 Vs5 I� ZC4 W�NV�� C- �tvc-co �vvl � •EL9V 4ggggg . r ■ ■ ■ no ■■■ ■■ ■■■ ■■ _ rc ■ ■■ ■■ _ ® = ■ son ' ■■ ■■■ ■■■ ' of ■�■ ■■ ■� _ !_I ■■■ ■■■ ■■■ ci ■■■ ■■■ ■■■ _ = ■■■ ■■■ ■■■) E ■■ ■■ ■� _ ■■■■ ■■I • I ■■ ■ MEN ■:IL Sol ■■ ■■■ I ! _ ■■■ ■■■ ■■■ _I ■■ ■■■MEMNON ■■■ , ■■■ ■■■ ■■■ _ ®■■ sii ii ■Ai IN, ■■oils" ■EI € € ■■■ ■■■ • � �, _� �► ��i'I® .��► w ■ �®vim ! ' 01�� ® �s ®7® oiv� .��il� ■ - �� ■■ ■■ ■■■ ■■ ■■ ■■■ ■ ! ■ ■■ ■■■ ■■■ ■■ OMENS ■soon ■■ ■ '+ - I■■ ■■■ ■■■ ■ ■■■ ■■■ ■■■ ■■■ �! o!� ■®■ ■■■ MINE ■ ■■■ ■EMI onion ■ ■� r G SO �2 aF 57,yaI,Ic> JXFT END ELEVATION Sai�•:1�8s�1�®o G�G � � E'er � ooTrl 21'•uG c.o I ALT SL.. GL DRS t - -IT]- — -I'-- I BET IsT FL / I RIGHT END.ELEVATION Sa819:1/8'-1-0" t 18�'8i, 3b�- p,� '33'-4 ' 3 h g'' 12' -67 III o8''-1 I'- 4'! i I '-o'' I Z' -o I ; i II ! Iq • • , i rA I7 co i bo 'tH-,215EA- — — I — — �+ - H N N -I - (- I I I I, �—_ I I - __I - a' 17'-4 1 — --- s in t - T - —I - J I I - m ►� t I% I - O 4 � I � ( I I� I�- � v�-,I I4, - I • iI fi_ I : I r I I r I�N I a- _-'-0 H 350 TH�35o ® TH�32 5A H 35o tH 350 r�TH-35 ITHIS PANT HAS."A TH21WA. H 35o THO 'k BEES MADE Ott- L_- 7 - - r- _ • L_ _ l — T _J 1 `% a I I I , N I = I -� .t�j� l Gat. "'FF4u�1 ��'1'• ► !'I.1 •I • N L • , I Ir All 3-�1-REVERSED 413 114-4I• ' KV \ BUILDING 0 * ,, i II ' �i.irosi®irrri.ir®�1 14 f,[q na n ' 1 n FOUNDATION PLAN Companies r.,., ;.,hf0) nimnrrwn ANn SPINA ARCHITFr.TS/Pl ANNFRS Inr All Riahts Reserved 4J F- • Q G , ,r m . N O _N W Y a 6 � o Z IW © � o Ui N LLW: a � ® z O Z J L- J (1) U Q W L U ILL r Q: (n W 3 zo Won �.a > Z .w O 40 401 O. W W S N h �_ �-- ®'0M 0 -a W ® CO J ILL x Uj 0 w=o Z0WILL, CL =NQ Z 3 f- O c� W d o LO r 0 x146 W � W 6 N � _ o I r :. l n 3bI_4" r I SECOND FLOOR PLAN $08140/8'-1-0, 0 THIS',PRIN �s . BEEN_ MADEQh A Zo Lo REVERSED BUILDING 'FIRST FLOOR PLAN Companleas r.,. ";„h+n f:INnrrHln ANn SPINA ARrHITFCTS/PI ANNFRS Inr. All Riehts Reserved � o W� z 0 Zw d J a. AdMIL �Q. W� U0 w m �.- U H Q� � N z Q J a CC LLg O-j O� LL a co i s r W W S N _N S H M W cc V WCUO omJU.. oC w o d Wcic �—o ?_NZ Z wz N =3 �- O H 0 A �� j Q t ►P� _ _ �,? elElgz F. _L_ n r rl I I . , e n v r' r, G_ t . l ..-, f- G , .-. , t -re; ..-, L J i 0 /J. . O + tj' °) A Crlii-,t fiur.q VeVT8 S.' Def? POOL EOUIPM-CINT I HAI10RA(L P, " M11.L_F-K 106G2t r W f Gc_ AP1Gilol� ��, IP0 avia 4113 � 2 C 5 -,U% I::t Ire^i.�1°(1fj4,110,Fe IL) swM✓I 0i✓/ il 4r-�� , 2 LADDERS 'i.;:, 3 ST'."P P1111_tt-K l0tt0I 4- VIP 40�11 4 S 4s� 3 L l G r+ T,, U N t E:. R W;_; T E r--: Doo f i l y 3 /V 1 kr-' l i F 11,.1-1 T 1 FAA PA E C R AT C 12 "X 12 G, C. pG(-)I. EQ# Ifs GUTTEA FITTIN(,S 2-"X4-"tl Ad 240 9 RETIJKN� AN. i,--" _ Nl I3, P O ,D.L^ G L .- is i G T r 1 30 FT j LE1\1GTH 6o F-F i PERIMETER IPJ L= T 0 sFT FfOIFFICE E OF FLORIDA ALTH & REHAB. SERVICES G OPERATIONS SERVICES ICENSURE & CERTIF1CATI0N PUBLIC HEALTH ENGINEERING SERVICES d0 0 air000ls inc, F>f.FJM(r T F-P, .FT, AR EA �v�- 5n,. F T. too t 10'-0" i K 3 E 5 4 1 1 4 5 L. F r'`TO HEATEF TO HEATER 8 NOTE: PH FEEDERS AND CHEMICAL TANK NOT SHOWN FOR CLARITY. TO HEATER E-RETURN LINE W/THROTTLE VALVE - L-FROM-HEATER 5-FLOW METER 4-THERMOMETERS 5-FLOW METER _ L-FROM HEATER 3-SPA RECIRC.PUMP ------ I E-RETURN LINE W/VALVE 1 i K-SUCTION LINE- - 8-POOL RECIRC.PUMP I -FRESH WATER FILL W/AIR GAP - 1-WATER LEVEL CONTROL - 7-THERAPY PUMP ° r-- 9-CHECK VALVES THERAPY RETURN LINE -- 7-THERAPY PUMP ,THERAPY SUCTION LINE n. J,, { B-SCUM GUTTER 9 12-OVER FLOW !�' __ � �'f �i9 r � { I { — _ q-MAIN DRAIN C 3 WAY VALVES C J A 12 B PLAN VIEW. SCALE: 3/4'= 1'-0'' 5-FLOW METERS 12-OVER FLOW B-SKIMMER LINE A -MAIN DRAIN K-SUCTION LINE TO TANK DRAIN N TO HEATER i H-VACUUM TO FILTERS- 6-VACUUM PUMP D-VACUUM LINES — 9-CHECK VALVE G-PUMP TO WASTE - *UAL CARTRIDG G-PUMP TO WASTE W/THROTTLE VALVE \ J-FILTER TANK DRAINS ISOMETRIC V I VY VALVES AND PIPE SIZES POOL A - MAIN DRAIN _(1 11 _ LC p B - SCUM GUTTER 61 11 A D - VACUUM L INE 2 , If SERMIES E L ....... E - RETURN LINE FILTER FOR POOL G - PUMP TO WASTE 5'12ao GALLONS IN 6 HOURS H - VACUUM TO FILTER i+t1� if IN1 GPM @.375 GALLONS PER SQ. FT. ELEMENT I - FRESH WATER FILL " LA hoc, TX STA-RITE CARTRIDGE ELEMENTS TOTAL qoo SQ. FT. J -, FILTER TANK DRAIN H.P. STA-RITE E"l°5X2'9(. RECIRC. PUMP, 3 PH, 23o VOLTS HEATER STUB OUTS -- " V457 GPM @ 60 T.D.H. RECIRC SUCTION Ll 3I H.P. STA- RITE ?2U9F)L VACUUM PUMP WITH 5" HAIR LINT STRAINER THERAPY SUCTION i 2`/2- If FLOWMETER BLUE WHITE CF 30 '250 P, (:;,v TO �2qO GPM THERAPY RETURN CL2 FEEDER BY RIQ• U\12, # M A -Prn PH FEEDER BY # GPD, )S' GALLON TANK ollovIS110"NAL �--) 2," VACUUM GAUGE 0" TO 30" LOFFICE FILTER FOR SPA 3'S(p GALLONS IN 30 MINUTES 11-- GPM @ .375 GALLONS PER SQ. FT. ELEMENT I00 TX.STA-RITE CARTRIDGE ELEMENTS TOTAL SQ. FT. H.P. STA-RITE E.l,e X2:` CI RECIRC. PUMP, _ l PH, 23o VOLTS 1tZ GPM @60T.D.H. _ 21 ' FLOWMETER BLUE WHITE CF 30 25-U P , 6o TO 2q0 GPM CL2 FEEDER BY FkD # 10A V-Ptj PH FEEDER BY1, W�;�t;, # ��'� , _ GPD 2," VACUUM GAUGE 0" TO 30" H.P. STA-RITE fug SG L THERAPY PUMP SINGLE PH 230 VOLTS _ GPM @ 60 T.D.H.7�4��1 SPA „ 9 Ll r 5 r j' .YR � , > • , A,. r • • SJ T C1}{I � �, T, _ -'. _. is �.:.�. '-_ :_, '. _ � �„ .. ,, :.:. •' _ o-. "-F' _ - r - . `�-- _ - Cj t '(Yt t t - ^� it f r R30 9 - r r! :, !' VACUUM U V I' L l lV )!r v C ---� _ �a GONQUI1 Tt! .0 ti INLET ;U#PPL.I' LADDER DETA ILw t f F t FIXTURE L OCA'r l C)N T iM R i t �� •_ _. R E r A 'e,1 �" r1� ; p� s � A't � ,(() _� S O L;f 1 `` R E S Der \1 � 18 I ! I !` � LAC WA`( , . ! /�N�NOfZCl h ✓ i/. C)C>L � Ti) 3 �oN�j P I Ut9 17 ifl ltCfslZ r}1':r'JG 1/i1f7`1'1 I, Cif/PJF�? TO Fut�lJJS ! �k�...f1 �./F i k JPr !' T(I FILTER , GPATE CE��1tJ �.i SZo��1tF]� (° P � ?� � - , LQ(J')rroN. f PLAN+/S //v OR/.1&. Of37%1/,L` ep s./✓./� , EXIIAIT, AIVy' i r* l�PN O'El JJ .�dulPvr- J� F O t--Z p ! lV G.- A d LlST ,tP,R �?i �•3G1/L POWk �fv�7/v 'OO 5/z 13Y QI)V(5/Ot`,1 Or-IV 6a✓jjHOAi�v�:, AT �> i 1ts`tC t�jri f1; MAloL, F!LT LCiirattrjf�:. AND 7a L1r-Hr rR}tA�3'J:�T�+ r-t 1 f'� A C -i' 0 F.', HP, L L- H A �� !; 0 L P r r, t✓� I I T H I~ G b vim._ FlZ(�(`/t lJi�ff�lrati ®F H f1L'rH PR(C�R r4 �TT .:F e U,�,_,Tlt,,,'rto'N, 3. 0Wle/ � fic7 ( N,,ll �� Wi7 TEveix? /� P/P G �itJ q _ OGi `d IU/ _' [3, P Agf.A. 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NO ANIMALS IN POOLARE'A OR o,v PooL V LrC . NO FOOD (IA )AMAS 1AV P00k 0/1 0>`/ POOL o" CiC 4 . t`I��W r Fa } U S! ti s H o w rz 43E� O R F_ r_- /v T E A I1\1G IOO oL � �� AT p4 l lV Cr L 0A 0 P E FZ S o '\/ S . a?fs+', , _ ?', P 0 G AT/ Ohl OF N F A 12 E S T F r L E f FI O N r, > _ :< � - ' � - - � ' • i ,,� � 7. 1F (VrI/i •r S V/It'rirAI?JG /a T O 13E ALL 0 k,� � D vv�r rrr=��/; �� cr,�..i � �'►.,o� � r��; �._bet-r��,��.; L I/r/Iv AND vrvo-� VArL=f� LIGNTINC- VS SUS W THAT Act - - pp r >va vl- hz t�Or�l-. /rvc Luc�lr✓� T(J r�-rTO M Al it r 6 � 4a��:�ie 1 F( R 5E T l%VIT O T ALA E. ! IVir !prx ti� 4 t-1/O14 PE, l-lAr'�./t/i DEP7,q Al klrrit.l �✓ A WITH GoL 7 R �0/VT,!-� 11 / lNr �31�ckG /� uN01 S_NALL c L e jn- Tes — l3oTrf ofv -rho, /!vsl4)1 /)A/0 OF 7 +Uk/3/!V(; u c, 'OF 7rr t�004. /9T l{'i''' M. SLOPt_: I IZEA/� A O�{E FAvv \-lA_L.. J Alvr, -vlslo IN5`,,I)'C AN 5 Cr > Aay.� 8, T t ;.th-! Wit` t 1r�f/,, s r v !� FJ r I D r 1! r H (�' A r "r f Ys ` c r. i FOB r F'/) r YP': . POtaL sNa Ll I3L (off ° F. C 403 `C,) �J%/G T/,✓1>�Rill NAl � +/ k: CP �t-DECK S'TA,rE OF FLORIDA t 0, EACP1 pool �/A✓r.`t. } t��►;/f F/i'�a j' /�11� !"a� f j-'/�ft1r Af T A �r'is'jL�t DEPT. OF HEk' ?< REHAB. SERVICE MAF?r3 /!. Po0L5 07 h'.�vI,Vr /JlaPEA VivI&-r 130t+/L Stlf�/L Ir'll!fL %E1&V j 0 vt r�/ /NeLuD "i) IN 7 HE- AvLE5 • (+'-r�.lts C�l�. ��tiati �e 1�� Jl t-� � At PlC. hf Cl t Hf1/?fir t I N /30>' A �lArt R T' fse+e% i/1/ PG'L DF (A.� 13.. PR, o tjlb� VAC +f urn 4; /:'i Alk, cl`J W_ a 3 t /'� , CENTRAL 0' +'.OI�3 SERVICES : OFFICE OF L' ,Lf 4 & CERTIFICATION SLOP= BREAK r/AtiC li�t;� _ Cos'/7- rd.STta'/<r i/1,4)at/iltiC.:.FItC)r4rAs r,lir`/lid, MIC,HEH`'r,.,�,._;•icEI�11dCSERVICE$ i ;i4:i NO'i CU`✓£RirO U 10 ) MARP� C 1-10lIt-AL G`a✓1/T.�t / -A PER COA1T!_-"Avl�` srraucruri�' vE IG. PLACE CONTRA5TIA(- r/LE o/v EOG•E Of 5TGP5 . aftR E i rF l� DECK SHALL SLQP� 3" IN` /0/ AWAY F%o�i PooL Ta (7i{Fi5`:.94 -� 1. MINIMUM DECk WiU"CF{ -FfRLL 3E 4✓ GoJV>r'oCl OF 11 I! 11 1( IMPERviov> N1A7rA,r",L w,T// 5LIP RE, .5%7.=�,?fr FrIvrSH.. WAlk�n/Jt}"% To ` �' ;1irllfllr Y FAG141TlES %O L?E O/ MhT h'pfll S ANFJ u r✓,,,�l4YAT rti PO{�L L /(T, To 311L3 WA r • rill 0 air 20. 1 HJ5 Po<TL-StIRLL .f3E 13VrLT PLR -r"E5e JlffROVEF) pAwrs, APcwxov,;L r.'Y 7HFNCrINF...EI� rS.R,Et1/jQ/; P/lpfiA 7-0 lrifi 5t/l6 /ANY GNHNGt S - t_ W. Conroy Street . I �.. ' - ' , �.,�r� �,•� `� �p/> ',. „ '1 � J��.:. �, , -;A,Pz ter1: Orlando, •d � (305) 843-1161 r (DECK BYO-FttE RS) t \: C, �� FZor i a :F. (fillhl�i'C�i �✓ ! 1' 7 -t t Cf APPROVED BY DRAWN BY .' 1' ! 1 i Cl� C r . SCALE: 1 , -77-t DATE: 23. wH81v ripe EV(rij,(,-.Ed: is c,)g4i, Poa�, rilml. 11vsPF-CTi4'J'! 7-Hkk POOL SY,.•TEM 5- 13,E FUA/�T!t�t�t1!1{ Aa ✓ rlhrl1F1_t ;r y , �j n I N rJ.f+ 1 /�{ /l /�O JD/!• j ¢ ("4 /j J 1 P ✓i /� _ aJGs 5/T P.i ? f t ) ( (,tJ v`� ` R:f,C V 5 NG NUMBER _ , TAIL 1. s` 1 it e r I4. , - : Office Memorandum CITY OF SANFORD, FLORIDA To K. Hovnanian Companies of Fla., Inc. Date:6/20/84 From :Fire Prevention Officer of Sanford Fire Dept. Subject: Pine Ridge Club Development/TH-6 & TH-7 1. Smoke detector in each unit. 2. Stairs must conform to NFPA 101, 5-2.2.1.2 3. Handrail must conform to NFPA 101, 5-2.2.3.4 4. Bedroom windows must conform to NFPA 1015, 22-2.2.1B Michael C. Hoening Acting Fire Preven 'on Officer MCH/ch r. I G C.t71�!'T' A 3 k 1� • 1 4 5`.._'_ I r} • F }_ 4' WNWA L=Zd-hz E;LDG, TH 7 1- � ,.-.-_mot.______.- _...-_-�---.-�- --- - ----- -- ------ ----- %...—..►at.�.c.e.-t� 7 �.._�•► _.. - � 21_ �� 8 -d' '' �'� `:,'. O SEE„ DE'T�.IL TN15 vl-IE�T �j�(1^� x•<�i Ic�-la Wt�1F - 2'-8" HIP FRIGpt*C Ii I I' IIi i:II> �.I,I a,L0r=, LINO ROOF P L• w C L-4- C1 - - PoTIIJe� I`-L F. 'TII�IGM l:1iJl�t�WG -JC-1 �_a' �{ e IT'S - '� Val I vE N I ►�Jro+ � - �- 3 o D.v � DETAIL2 DETAIL 3 E AIL !�� f - ' ,(` \ -_ . � I - -- r- 4r �01'� . G�►`1N I ( I � �--G I�2 ° = P-�" l _ I u I U , p I U � 1 � � 1 I � -•-I N-. .. ,'.q � �1•', d 1 �I ' M N � • .' i-4 Ip-'F 2.0 4 4-8 2-4 ZOO IGo-4 _ Io_4 — 0 2 4 4-�_ Z 4 io LO-4 10.4 Zo 2-4 4-� 2 4 2 Ico! 4 l-4 r <>•'• `` WA�(,'�-i' Per-r�ra � �4 I � m I Q: 0 ZW-x Z o ZU d a. F_ < Um w d Q' W GENERAL NOTES I ;TYPICALREINP PLAN AT WIDENED FOOTING<& I1/4 1, 11 1. All units comply with the Florida Model Energy I FOUNDATION�NOTES ! j 1 Code under Section 9. k ( I s ALL FOOTINGS SHALL BEAR ON CLEAN FILL COMPACTED TO 95% DENSITY AND i i 2 I PA�IOrc'L1� 2. Refer to 1/4" ,scale floor Z I VERIFIED- BY I'A TESTING LAB. plans for square ftgs. ` 2. 'FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM SOIL .BEARING CAPACITY OF 2500 - +- - _ - fi - -- - -+ 1 _ _ _- T _ 3. To 'the best of my knowledge i I �- G1 T I Ir �Y- PSI.. G-.C. SHALL VERIFY SOIL ANALYSIS AS FURNISHED BY OWNER. s ! these plans and specifi- I cations comply with appli- cable min. bldg. codes.3. CONCRETE SHALL BE 3000 PSI. J. a 7 r j ,4.. PROVIDE _A( VVATEK `.STOP W( ROPE WEEP S._ AT ALL EXTERIOR WALLS AS DETAILED AND 3/4" RECESS AT ALL SW LNG AND SLIDING GLASS DOORS(UNL-arm oTI-d�FZNrij cHoNO N) I �9 PROVIDE SOIL. POISONING BELOW SLAB PER MINIMUM FHA REQUIREMENTS. �" I_, d 4 ' �+ �' _ N 1 / r 3' 3�4 C ►' ' `-6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PREVAILING CODES. 'r— -- — _ - �'�I- 411 ,1 I 11 - - 1, - F -1 „ � -® _? - I _ 8„ INDEX -OF O FDRAWING b - . 7. SEE SITE ENGINEERING DRAWINGS FOR FINISH FLOOR ELEVATIONS. I I I IP I - r -111 d1 SHEET NO. TITLE OWNER SHALL OBTAIN A SUBSURFACE SOIL INVESTIGATION FOR ALL OF THE' Cover sheet, foundation plan & details r BUILDING SITES AND VERIFY THE SOIL BEARING CAPACITY PRIOR TO °I v J :dl o J h I �o �, - `CONSTRUCTION., � _Q � � � � "' -' I (; I , _ - �J, d' 2. "� - � - L� i I (� I e I� p I 1/8 scale first & second floor building commission no. 84018 I � �� _ _ floor Tans & specifications. 1 �rH ;2� 41 TH- Tay-z2 `Aw ��-ZZs, 1'i2 ,, p p 3. _ . ,. I vl/Coxco �o-IVINwF � � � >�}•.o" .r i 1/4 scale floor plans - Unit TH 225 ,..J, ,< K 41a" aNvA.P®Fz �v.RR,s=p� _ K I ►) U Exterior elevations. W p fl Q, 1 4 -,v _ _ }�' I r7 4 0�' -� I 5. Sections and details 0 m J U. •. IN . Ca td1 • _ �WOfj I 'y : �®�-ii•1..�. ' I -- I_ _ r-=- I 0 I G 6 w Z O Q e0 Sections and details V) cc �^ �r- 71, Interior elevations, door & window _ � Z mac. v11�1Y HANd s .yamf�q - schedules. G c a 8. Electrical & Mechanical floor plans. SANFORD FIRE DEPARTMENT( (. 0 I �f P . Elec = �➢ k I 130 3 FRENCH AV N U E - t— -A 1, il,,F- ia,�] SANF RD F iD ,32771 I I�t.J�N �Hi' �L G.UMN T"YPFILL CELL C .• o - I 1 uall*: 1~.,Y- p' t r' :eta ` FOUNDATION PLAN - t � � I scale: t /8" e Picov / O%4+��:�.n�s ±�► _ 5-10 3-ei I'i 3-b' S-.2 5-Ib �jl. II-7 a" Q '" T!r M.o•' 1• I A H ,tutor / co '' ' N 1= �12 �1✓ ., . •,, 9 s ` _ - z AY Q AND,SPINA ARCHITECTS/PLANNERSInc Ris eeOCC} -. _ .. .. :, ,.._ :•: .,.., ,.. .. .:. -. ,::- ,:... .. ., .. 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F�- U Iz Fz I NG-t _ �� I � � Iro I I o. �. ��•� N i N rx VU I I---1 C:::) U 1, I � T XI -(.�2� I II IN>�°-•T�_•-�r�'F=-'-r��-r,�l� I � Ii�Y o�Y�u,a-�.�� N--�, FINI<�:)I--I ZND rLoorz�\ I I_ �— � �IN(�H No Pr,Lj,2 Alternate: (In lieu of type "X" drywail under <11roof sheathing at party wall) Install four foot wide cont. strip of 5/8" 4; 1I©II firetreated plywood roof sheathing along each it- side of party wall for roof construction. c�� -�� I--1�-11�►INr�. - 1�2��IN A.l_UM- �Ft-= 11x, _ �8" I��Yy�I��L. \ �- - •-' _ �_ �� 5 �t� Mom- I-,LET-i h 0 00YJV;J�U u0 U0 01� d _-- INT�I��II�'r�- - �Eti�of Sian ��'�' }} �� M�k `� u � � IMP I'o.c• T-rr�l�,�.L_ �I� ��--M - �_ I.. 2 f2G-ilk II�JL V-2- C) wit, L %Z° ILF �K� l�R`(' LLr PIfJ 1JM CAN II/211 F-r.VIP �U�F�ING-7 �—Jr---RIND �`121 2-cam I - ' �'"1' t �c-ro — �; � � I -- _ - _ _ - -- � �.NTF�Y c�-cm ice. i� T. W 0. �Ll f�'211�1G�► �JI-•-IA. 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Nriz- \\Xj i 4.O WII�rc �IN�1L� NG -rYFt- "X' Jae-. �F2`(WLaI L� ��7'INI�� JtZYWALL.TO 0�� G��i 'f NG f�Lc - OP A-T E,nG'rI �N� IIIINc-i Rr "cat l0 6LK c�F - Go, � Lac � �� X -�--- i � � I' O I i a • G . � ��g a `"rr' � � �� E 1 Ly 7 l X" D�`fWALt_ 2x4 2r co - NG� , I ION PARTY L � �M-w � �� 2 L�� i�'' -r-YP� � ° M ��T -r•�r - pA®®/�GE R - DETAIL SHORT GABLE END scale: 11/2~■ 1'- 0" �o # F:= Wit--1 l �UUM FLUM ; GLII=2 IXCv U F--!T 7 _DETAIL TYP® OVERHANG Z T H 215 A u g SECTION PARTY WALL i0 SECTION PARTY WALL i AT STEPPE® ROOF s AT ROOF UNITS 225 scale: 1/2".,.1 % 0" wp hL'f 4- LT� VJ/A• PI�Fz-®\/i✓C;� c a.LV ' ,�L -r�2 �- �t_.'�{ I�1P-r-��P� r=1Nc-� �� - _ r - % '_ I � ��'n_:;�I�N ��.M f-�.a••Nc-��R L_ ��,�•., -T i I- M�NU��TU12=�Y vINILX P �� Nor'-P �. �✓/ I I c� �? A �P�v�� -4ua L a.Nco�{ �.n II /�. ,� LUM Z Dolt-1? -I i co ; �M f-i �N CDA--rle-1-D -� I �� crOt�r» i— -©I-J l;�- � 7�'r' -71� ��tti►' Ij� � Il�l�r�L- a� - IJ fyl ro _ . ,.- _ ALTERNATE r J = Q DETAIL TYPICAL =� A M1 1177 CwIr% i I NOTE: IF PRECAST BEAM IS USED, IT- 1 I �� SHALL BE DESIGNED BY A CERTIFIED i ENGINEER TO CARRY A MIN LOAD OF 1200 POUNDS PER LIN. FT. I �/2rrf� ,I rrr r PAN �c�TINc, SECTION REAR ENTRY_ scale 'i2 "=1'- ®" (UNIT I H 325 ) E `,•-i -rYP � � r lcsr� IXGo ,!' Lam/ 'I"f� �•A oU�fi..��pKcw= Is -TI�-7'IM �. 'V\O ,I,, D 'i �- G�FPiT LUM vJ fJ��c 1 X 12 Inl� h,/ ANlsi?j2 ©�_' K-5112- DETAIL P CA�jT +' - -%2" L::>N ©H r C r1J iz1al --I 1XCQ Utf;, FF�IA I x %JD-rh;,IM D R YWALL r Ixlo N� r�iM < - r-i��7coN-TINIJo!JZ i��iJKp�� FcL-1 �"'-t1E ah�j I I F-IJ r-ZFZING-I ALUM. FzA.Mr �L. I j I �� TAIL EAT. WALL ►l TAIL TYP. EAM AT Fz TIO AT ENTRY- UNIT T 21 /A ' WAT R T P sole=_1.1/2z t•- o" -ENTRIES at t t/2~� scatet _1/2~� �'. o,- I PR GAIT V- 1 LW a 0) U) x d CJ W z x .r 0 lam Z .J LL Q ' 0- 0 U U W m 0 J ZIL U h !ry cc Q �. U •— WOUO ®m jLL �W0 d. WDH0 Z=HZ. 4 Z N. W H O 0 �� ,• � III I; -� 1 lill SECTIONT A -U IT T scaler 1/2 `• 1% 0" Copyrights GINOCCH10 AND SPINA - ARCHITECTS/PLANNERS Inc. All Rights Reserved CO to it c� x r 5 j �n C�R`(n1,�••L.L. LNG4 I X2'rU I PJ Tc !o� WIrJrt::;�'✓J G tl. JU�_IED - G fr-zIF-a. i,! "_ c, DETAIL TYPICAL i <'•i✓F--- 1 %Z 1' = -,!=) I K -ri ::7�7Uc�-5 XQ /� G...�N r✓OU L-� FAR HEAD h 4x4 !AJC.:) '-IF_:EN_L ' IIc:::)IAx I'-Loj1l-. - r`�IP.'r� G I -J t r =cam M rc Z, !)ANCHORAGE DETAIL NEWEL POST 2° ;2Ir.,qIrD —Zly MA It\ Ut_ �E GL1 r_ZE 0 _rr�l r\i /<ar;0 5�5% I,A-rt _ —_:�rur -- Icoiica.G . F�_F=IT ,41�t�J-1�r _Q C '� __---t�XT1. -t►-arz�5l--ac�..c� ��t✓ JR fG-i.G) fJrJ JP�M� J c T2 I is f IX4 %1 �'J r✓J�_c�K'G-'I � , �i� ��r�, fL � !��I� \ �-i U -- �r _? G K t-- V -rL !1_t,,- -4 -- V// II CIF �`i"/�l�!�L �t'j �/I `i . —:;I-r U GQti-JGrZ_ z1DETAILS IS"LIDINGGLASS-__ TT 1LS COON ZO-3"TRUCTION _ T FRONT ENT_RY 14) scaler f/2 •-4 T- 0' { UNITS TH 225 & •TH J IML �ru � �1- 4 era r i�G7 M12 ICE (IL �,AQ i G?«p T�✓� AIL '>Xa �`i 8 ry1 2X 12 VJc �or`Ic. ! , I �' j I-+j'.I� D 1 L - Lx c, Jr�- -DETAIL STRINGER C I �I�G R�c;>T � Jam• =1�✓ ;III �J�I '' Aw`�14 kA Ailt- _- " U G�1 2X I ® n --- -- -- -- _ -� I -- -- — -- - - 0 0 --iXC"o �Jo-r�?Ik/1 y.V/\Its f.. � M Tr21 'I / I W/�'/81� 4' I i _ TI I TIL STAIR CONNECTION� TI THRU TI T scale: 1' �' `T_ �. l ! L �� • �; • . �' � scale• 1/2• 1 W qq p i ! m , z 0 W All iI i 61 z w N ,ROUGH OPENING IN PRECAST SLABS) VERIFY DIMENSIONS VITH PRECAST MFGR 4 -r� �-rur.�- L M _f 3 p -- p T�� ;/z D' w FRAMINGt � _�PP — 0' 00�000 0 0 0 0 C C L _ �J!� 00( FI �Zxlv�lc�o-rrc,ri-- % ' F _�o X. � Co II Gam, G. I ., ! •- � , • � T�'�-�� j c' 4 II �1 � � - fi__ � j 2 T�� r•• u �I.3 L ' Gam.. ..� Aoft ! W z 2 x 12 �Jo (!). U �IN� �- w r TF�M U M ... _ mom - em u 4- . . . ......... . .. .. _ - TI T lJ STAIRS IT T • scale: 1t.2-c T- 0, --- - - - ---- �` a .%�� _ f I_4 tl14 �i UGH OPENING IN PRECAST SLABS) I E�tIFY DIMENSIONS WITH PRECAST MFGR Lu - ---- - - ' F rL A"t�o�h✓1 i f Er fI 1 f �'_.. I I- ((71 ` 4{ - - rt X.A o),100000 a�rrr�w �. j --- 0 00 00 4 E. �J rJ 00 000 0 0 oo c r- - r —� fd 'j y U O 2X'L �Jt� '/ f� /, i W O U O j 1 m U. W O p, - —% Z o� W5�0 Z w 1'/gl N �'_ �� n — N PIP M O -- - i 00 � O / i z 00 .T' I_ . T STAIRS _ UNIT T' W — ___ - VT '7 Companies " U scale: 1/2"� T7 0M CopyrightC�7 GIN000HIO AND SPINA • ARCHITECi-S/PLANNERS Inc. All Rights Reserved i a , 5' i n r. • _ • a i FINISH SCHEDULE >, U NITS U N l..c�� a-(�=�i LU _ a WALLS CEILING ROOM FLOOR BASE REMARKS MAT. FINISH ,MAT. FINISH FOYER CA1,p,1=T WQO© PW PAINT CONC, T x7PAINT LIVINCsA>ININ6 CARPET Y�100p ACT+PtIIyT i `lE£ F!-OOR P4Q.A1'eORARE.A� WlTa4 ®W PT. C OD�1C. TE pV- PPE-0 K I T C H E N VINYL. VINYL. ; P PT I� � TexTi PAIN-i — - POWDER KM. j VINYL VINYL, T —W _ PT__.__ �CD�1C, iFXT PAta�°r, BWTNS i VIWYL V(WYL. '; PW PT. D,VJ c�x7lva,�,� ! G�.tzAn'�+c `riLE�Tuf3+ 5E+ow�� _ -: i -- r�XT•Pa1NT CEP ROUM� CARPET WoOp ! Del p �D W � 00 G R O N G. w oo p l7iW I Taxr• PA WIT Gil AG• PT c�N� --- --- RA•N \ ----?QI�AGE AF�P�i W0017 TEK .PA — — -- — PT ®u�/ T i f C LO 15 ET CAPiPET WOOPJ I DY+/ PI' I f71N F-X T. PA-1 hi T I1 LIIys OaD i DW PT ' PW LkUNpRY 1 couc. VINYL 1 ow FAT GONG TEMT FAIAtT �} `I A/c Ff E W N Ovi PT; w HAAL CAPRPET WOOD DW P't` �W TEXT,MAT �Ta►(�,� I CARPET ` lit ', DW PT ! 12w TEXT-PA114T `��A�� rcp � �.S w�.� �iE a�.E2 'U) — _ } z W 1 3' LT. C O �/ a-- -- - --� ,} Tdw `rCP.,� pRYWA1_L>— i v 56 ►a p fi' a,00Fr P'4' �I __ T -� ki J !1. rx --- N _. ,0 � J l�. j -7 �/ _� �CA� oc MINDOW ELEVATIONS cf LW scale-1/4"- 1-0- F =Mi'j E=G r A/C V 0 CT CH LASE i7'PZ1y IALL U H FIXED � _� FtXE.A I I I CsLW5 ! . --_—• rr. Z P�LJELSL17IKJG Gr 4,5 LusH V'z I-ouv�.� PULL LauVEg W =gip Pal C'a31=OL-p Z p W LZ E Z mIRRoP W N , it U - "Z1. SYMBOLS LECEfV \ \ "`F 1 (see Panel) DUPLEX RECEPTACLE (Schedule):. ' ° tc.aG.M'tlsIL 6 v F pat + 110 V RECEPTACLE 220 V '. .. S'g -�krlttgZ� L'IGHT jFIXTURE 2 I w e \ EXHAUST FAN (CEILING MTD) = TU I D- EXHAUST FAN (WALL MTD) 4� AS RE G wG W N) ' FLUORESCENT STRIP q lya 2 I 1 SINGLE POLE SWITCH ` MT_�, 5T U P- =-PaRT.tT.tQN A A LAX. e {-- 3 WAY SWITCH NAT_E=R 0 - ELECTRICAL PANEL t. u Imo-' DISCONNECT SWITCH CH M , P - p�,O. TV. OUTLET I t1 m j z 0 ' r a0 a S 1 - - 1 PHONE OUTLET, 1-1/4 PVC Cond. �df 2-1i4, -' 1#6, TFIW G1 iQ( :.. z W TOTAL WATTS 32Q21� W � t #4 Ctl Ground Wire - � = a I SMOKE DETECTOR 2-1/2" Conduit Stub for Utility Co•. Use. r � o Y8 CU Ground Wire to 6f4tzAQ0 9'0V**Zk. A/C -' HEAT LOAD @ 100% 5300 LIGHT FIXTURE WITH PULL CHAIN YPc. 1ST 10000 @ 100% _ 10000 8 0 165 = . { REM Et 6 88 40 3'1 �� A l 2 3 U VOLTS sue; ti U Sa - P T OR DE TAIL - E ,. ti 11�„ LAC. R L 4 95. _LAV. - UNIT, TH'22 1 ' r l v�/ G (� Q r 3.. W Z 0 Z U- S ® ANI'ARY---.R_I�7 �± -E-R---D..1AG.RA. AlC E UIPMENT _ BJ � I 2 TON (RUUD OR EQUAL) J yy CONDENSER UACB 024 JAS i • AIR .HANDLER UEAB 1005 BIDS HEAT STRIP � 5 KW. SEER 8.0 r G12GlJ IT' hI��K�12�3 � I i U Q /G conl�EN�GR �. /�, w I '--�J _ _ — — — . R � 15G i� J ' U P U F- r Y W-P j ry I J { o x to CV '�` -��. 150 GFNI J I V N �� r' r 0) ' co c D 4 t:XN C:)9C; ? T�-I i�tJ /' � "16 F' �:'" . ' T r 5 c t~ M I w/ � c.�P tit.] Fes'©� i I , � � � Q WASN, dJ :2 Y — _r - - ► _ E'XH, HOoO V U, O c < I f r - 1 U O \ i R&N 6G NOVO w/� Y - 1.J E W G , P r 4 v '� pm,Jtr . W O p GI't ZOG Z i >: 3 l �16 iv F ,t- O TO IAN.,eiE.w eR SECOND FLOOR - FIRST . FLOOR Py , ` AAIrUAKI'IrAI ®I AAl Tu07 F.. L TH - 225 (100 AMP) _ 120/240, 1;�, 3w 20 CIRC,FLUSH,MLO ciRcuiT Ci�cufT �R • No • ®�Sc�i�Tio� P WIRE wAT REMARKS TRIP I. 1-2 RANGE 2P 40 8: 8200 _ 3-4 WATER HEATER 2P 20 12 3000 5 DISHWASHER 1P 20 12 1200 6 DISPOSAL 1P 20 12 600 7-8 DRYER.. 2P 30 10 50.00 9 WASHING MACHINE 1? 20 12 1500 10 APPL. CIRC. 1P 20 12 1500 11' - APPL. CIRC. ": 1P 20 12 1500 12-13• A/C r HEAT 2 ton 5 kw. 2P 30 6 5300 14-1 6 LIGHTS & RECEPT. 3 1P 15 14 3S•01 1167 @3W/ 17 REFRIGERATQR lP 20 12 72.Cj:. UHDRG¢OuNp rt--METER . w LLE.G rsEl2V tG r-- t��3 E.x:-d � I 5 Et: l I t✓ ENG, Div G S tito�lN � G pi eD v -Fd st 'T2 AN5 Pp 7-MSM 41 JAt� I. r SEON _ FLO.O •._t. FIRST FLOOR co 0 CQ LEC__i ICAL PLAN TM 251r jr, scale, 1/4 1• ®"' �, a o \ k C'oMpat 8 i Copyright© GINOCCHI0 AND SPINA • ARCHITECTS/PLANNERS Inc. All Rights Reserved ,t� r y, t 77777= t rl —UCTV WYE CROSS 12x 12 CROSS UNDERGROUND CABLE TV BEND FITTINGS 19+95 STA 20+00 LT 23 10 ®END 45 ® GL I28. 0 GROUND LEVEL ELEVATION PLUG 12 PLUG LT 23 STA 20+10, LT 23 (FEET - MSL ) F-- --+ +�+--—t-�-�-- —�— --+-� (SIZE, TYPE, STA 19-80 2 RO -..i EXISTING ELEVATION STATIONING, OFFSET) LT 23 12x 10 T 12x 10 RED STA 20+15 • 130.0 FINISHED ELEVATION FEET -MSL X I20.5 TEE RED b BO STA 19t90, LT 23 STA 20+05, LT 23 LT 20 (FEET -MSL ) CONCRETE MONUMENT (PERMANENT REFERENCE MONUMENT' SEWER WATER SEWEN WATER CONCRETE MONUMENT � —� SAN 8 VCP 7 — — I WM 6 CI P --T LATERALS/SERVICES SAN S VCP WM 6 C/P (PERMANET REFERENCE MONUMENT NAIL 4 CAP , IRON PIPE ON 8C O � (SINGLE /DOUBLE) METER LOCATIONS, (' ON a C IRON PIPE , NAIL B CAP INVERTS (AS REQD) SAND CEMENT RIP - RAP 1 b 1 NV 12.5 METERS61, METERS - '° SAND CEMENT RIP -RAP SWALE OR INVERTMH M4NHQLE Aft (NUAR, TYPE, LOCATION, OFFSET) MH 1, STD, ,STA 10+30, LT 3 SWALE OR INVERT SHORELINE "" "" --" UTILITY CROSSING (SOLID L 1 NE OVER BROKEN LINE) CL R 2.0 ' SHORELINE LIGHT POLE ��— INLETS CURBS 2 DETAIL No.2 -SECTION No. (TYPE, NUMBER, j LOCATION) INL 1, P1 /NL 2, P2 ET DETAIL SECTION N®• 6 SHEET N0. TELEPHONE POLE �} STA 10+50 STA 10f90 8 SHE 40zo POWER POLE 0 CATCH BASINS CR1 , E VPI 98.2 (TYPE, NUMBER STA.) STA 10+40 99 5Ti4 IOt60 MISC. POLE 0 STD C bi G MIAMI FLUSH 5T® C� G M1AM1 FLUSH �ENF IER LE LINE 98 i• 10 ROOT ZONE CURSBI NG , ..Ai° NTAGE 151 _--ASPH HEADER TYPES N HEADER GRADE (�fm TREES 12 8 TRUNK 6 a 4 _ �_ _ ( ) 97 se TRUNK DIAMETER (INCHES) ) I ROOT ZONE (FEET) ` DIA. MEDIAN -� v Ca4K PI -� FILM CITRUS STD. CURB MEDIAN STD CURB -MH- (INLET 96 M R (MA NUMBER) SHRUB OR HEDGE [] RES RESIDENCE LS LIFT STATION MISC. STRUCTURES RESIDENCE LIFT STATIONF- ' B n o (FEET) (DESCRIPTION) W W 95 MARSH a - . / \o- FENCE/GATE u W CHAIN LINK) GATE {y�,, •O O 94 EDGE OF WOODED AREA Lu EMBANKMENT W 93 0% 94.2 XX ®: '.'n • .. ; , . �:: (TOP) ) E) 77 ` ERIAL CONCRETE •.�.•..,e'•..•. •.:0-.�:•o...• ( 92 (LENGTH) , (TYPE, SIZE, CEN TERLI E ASPHALT r� (INVERTELEVATION. FEET)(DIRECTI ) ELEVATIOAS 95 == = CONTOUR L INES — g+� e �I STATION TYPICAL r- -� (ELEV - MSL) PROFILE CLAY/ DIRT J STATION + 80 10 + 0 + 40 + + ll AASHO AMERICAN ASSOC OF STATE HIGHWAY OFFICIALS C $ G CURB AND GUTTER E EAST GA GAUGE ;M MIDDLE ORDINATE DISTANCE PRESS PRESSURE T TANGENT LENGTH OF CURVE AASHTO AMERICAN ASSOC/STATE HWY OFFICIALS F, TRANSPORTATION OFFICIALS CAP CORRUGATED ALUMINUM PIPE EA EACH GAL GALLON MATL MATERIAL PRM PERMANENT REFERENCE MONUMENT TB TOP OF BANK ABC ASPHALT BASE COURSE CB CATCH BASIN ECC ECCENTRIC GALV GALVANIZED MAX MAXIMUM PROP PROPOSED TBM TEMPORARY BENCH MARK ABD ABANDONED CBC CONCRETE BOX CULVERT ED EXTERNAL DISTANCE GIP GALVANIZED IRON PIPE MB MEDIAN BARRIER PROJ PROJECT TC TANGENT TO CURVE AC ACRE- CC CENTER TO CENTER EL ELEVATION GM GAS MAIN MECH MECHANICAL PRVC POINT OF REVERSE VERTICAL CURVATURE TCP TERRA COTTA PIPE ACP ASBESTOS CEMENT PIPE CEM CEMENT E/L EASEMENT LINE GPM GALLONS PER MINUTE MFR MANUFACTURE PSIG POINTS PER SQUARE INCH (GAUGE) TEL TELEPHONE ADJ ADJUST CFS CUBIC FEET PER SECOND ELEC ELECTRIC GR GRADE OR GUARDRAIL MGD MILLION GALLONS PER DAY PT POINT OF TANGENCY TEMP TEMPERTURE ALT ALTERNATE CI CAST IRON ELLIP ELLIPTICAL GRTG GRATING MH MANHOLE PVC POLYVINYL CHLORIDE THK THICKNESS ALUM ALUMINUM CIP CAST IRON PIPE EMBK EMBANKMENT GSP GALVANIZED STEEL PIPE' MI MILE TN TON APPROX APPROXIMATE CIPL CAST IN PLACE ENC ENCASEMENT GV GATE VALVE - MIN MINIMUM TWP TOWNSHIP ARV AIR RELEASE VALVE CL CLASS ENGR ENGINEER MISC MISCELLANEOUS Q PEAK DISCHARGE (FLOW RATE) TYP TYPICAL ARVV AIR RELEASE VACUUM VALVE C/L CENTER LINE EOP EDGE OF PAVEMENT MJ MECHANICAL JOINT (r) ASPH CONC ASPHALTIC CONCRETE CLR CLEARANCE EOS END OF SURVEY MON MONUMENT ASSEM ASSEMBLY CM CONCRETE MONUMENT EQ EQUAL OR EQUATION HB HOSE BIBB MP MILE POST 4ozo ASTM AMERICAN SOCIETY FOR TESTING MATERIALS CMP CORRUGATED METAL PIPE ESMT EASEMENT HDWL HEAD WALL R- RANGES UD UNDERDRAIN CMPA CORRUGATED METAL PIPE ARCH EST ESTIMATE HIJDRL HAND RAIL RCP REINFORCED CONCRETE PIPE USC $ GS U.S. COASTAL & GEODETIC SURVEY CND CONDUIT EN END WALL HOR HORIZONTAL RCPA REINFORCED CONCRETE PIPE ARCH ;NOW NATIONAL GEODETIC SURVEY) CO CLEAN OUT EXCAN EXCAVATION HP HORSEPOWER N NORTH RD ROAD llSGS U.S. GEOLOGICAL SURVEY COL COLUMN EXIST EXISTING HT' HEIGHT N F, C NAIL AND CAP RED REDUCER UTC UNDERGROUND TELEPHONE CABLE BC BOTTLE CAP CONC CONCRETE EXP EXPANSION HWL HIGHWATER LEVEL NE NORTHEAST BBL BARREL CONN CONNECTION EXT EXTENSION NO NUMBER REID REINFORCED BCCMP BITUMINOUS COATED CORREGATED METAL PIPE CULVERT COTTT CONSTRUCT NOM NOMINAL REQD REQUIRED v BCPA BITUMINOUS COATED PIPE ARCH CULVERT CONT CONTINUOUS NTS NOT TO SCALE RT RIGHT BCPCMP BITUMINOUS COATED AND PAVED CORREGATED METAL PIPE CULVERT CONTR CONTRACTOR I EXTERNAL ANGLE (DELTA) NW NORTHWEST R/W RIGHT-OF-WAY VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE BCPPA BITUMINOUS COATED AND PAVED PIPE ARCH CULVERT COR CORNER F FILL ID INSIDE DIAMETER VER`I' VERTICAL BEG BEGIN CP CONCRETE PIPE FAB FABRICATE' IN INCH BIT BITUMINOUS CPLG COUPLING FDN FOUNDATION INL INLET VPC VERTICAL POINT OF CURVE BK BACK S SOUTH VPI VERTICAL POINT OF INTERSECTION CTG COATING FDOT FLORIDA STATE DEPARTMENT INST INSTALL OC ON CENTER SCH SCHEDULE VPT VERTICAL POINT OF TANGENCY BL BASE LINE CTR CENTER OF TRANSPORATION INT INTERIOR OD OUTSIDE DIAMETER SE SOUTHEAST BLDG BUILDING CTV CABLE TELEVISION FF FINISHED FLOOR IP IRON PIPE OE OR EQUAL SECT SECTION BLK BLOCK CULV CULVERT INV INVERT OPNG OPENING BM BENCHMARK FG FINISHED GRADE SG SUB -GRADE BO BLOW -OFF BENCHMARK CY CUBIC YARD FH FIRE HYDRANT OPP OPPOSITE SGL SINGLE W WEST BOC BACK OF CURB FIN FINISH OVFL OVERFLOW W/ WITH• BOT BOTTOM SHTG SHEETING FIT FITTING OVHD OVERHE.D- SL SLOPE WM WATERMAIN JB JUNCTION BOX SPCG SPACING W/o WITHOUT BP BORROW PIT D DEGREE OF CURVATURE JCT JUNCTION SPEC SPECIFICATION WWF WELDED WIRE FABRIC BRG BEARING DA DRAINAGE AREA SF SQUARE FOOT WT WEIGHT BSP BLACK STEEL PIPE DBL DOUBLE FLG FLANGE PAVT PAVEMENT SQ SQUARE BTFLYV BUTTERFLY VALVE DI DROP INLET FL FLOW LINE PC POINT -OF CURVATURE SS SANITARY SEWER BW BARBED WIRE DIA DIAMETER FM FORCEMAIN L LENGTH OF CURVE PCC POINT OF COMPOUND CURVATURE SST STAINLESS STEEL PEP POLYETHYLENE PIPE DIP DUCTILE IRON PIPE FOC FACE OF CONCRETE LAT LATERAL STA STATION X CO-ORDINATE DISTANCE (EAST -WEST) PI POINT OF INTERSECTION DMH DROP MANHOLE FT FEET OR FOOT LB POUND STD STANDARD X-SEC CROSS-SECTION DR DRAIN LBR LIMEROCK BEARING RATIO P/L PROPERTY LINE 5TL STEEL XING CROSSING DWG DRAWING LF LINEAR FEET POB POINT OF BEGINNING STR STRAIGHT, STRUCTURE DWY DRIVEWAY LGTH LENGTH POC POINT OF CURVE STS STORM SEWER LT LEFT POJ PUSH ON JOINT SUP SUPPORT LWL LOW WATER LEVEL PP POWER POLE SW SOUTHWEST, SIDEWALK Y CO-ORDINATE DISTANCE (NORTH -SOUTH) PRC POINT OF REVERSE CURVATURE SYM SYMETRICAL ky J er LQ 15015'14"' ------------- R.1027.89" LAKE MARY zz N 00 1506 A 22'022'01" -Now LIP N 1FUR A§ �8 LEGAL ff"'ISCRIPTIO'k Li -kill If R.--- 707.22 That part of the Northwest 1/4 of Section 2, Township 20 South, PT STA Road, Range 30 East, East of Airport Boulevard, West of Lake Mary 2 3 0, 1 50, 50, 30, 276.08' 195' 2 ri less: the North 660.60 feet of the West 623.97 feet thereof and less: the North 666.60 feet of t jog he East 327.36 feet and less: that 6- .1 part of the North 666.60 feet for right of way of State Roa--U-46A EXISTING (L g East of Onora-Grapeville Ave- 17 ship 20 South, Range 30 East, lying and also less: that part of the Northwest 1/4 of Section 2, Town- 0 50 100 W f Lake Mar Road less the North 666.60 nue and North and West o y EXISTING PAVEMENT Its feet;,.also less: Beginning from the Southwest corner of said North- _2h 0 It GRAPHIC SCALE -FEET 6 t 1/4 run along the West line ' of said Northwest 1/4, a distance tin of 989.78 feet; thence run East 103.02 feet to the Easterly right R= 155. of way line of Onora-Grapevi l l e Avenues and a Point of Beginning; Also described as follows: co k47.79"BLDG. NO. 27 thence run S. 79- 07- 59" E., 423.79 feet to the Northerly right EJLDG 230 17 0' 195, 230, of way line of Lake Mary Road, thence run S. 42' 58' 33" W., along A part of the Northwest 1/4 of Section 2, Township 20 South, NP C) 6 Ct) said Northerly right of way line, 400 feet to the intersection Range 30 East, Seminole County, Florida, described as follows: PT 911RU-niT of the East right of way line of Onora-Grapeville Avenue; thence < 0 90 z run Northwesterly along a curve concave Easterly, having a radius Commence at the Northwest corner of said Northwest 1/i thence of 1869.86 feet, a central angle of 12' 15' 24", an arc distance S. 00' 00' 00" E., along the West line thereof also being the UJ Q 842 45 0 of 400 feet, a chord bearing of N. 33' 19' 27" Will, to the Point centerline of Airport Boulevard, 666.60 feet; thence N. 90' 00' UJ ki 1 45`50 MPH of Beginning. Subject to Easement for Southern Bell Telephone and 00"E., 40.00 feet to the East right of way line of Airport (i I -J 00 Telegraph Companh, recorded i n Official Records Book 174, pages Boulevard and for the POINT OF BEGINNING; thence S. 000 001 00" STRIPING ACCORDING TO cm 222 and 223, of records of Seminole County, Florida. E., al ong said Easterly right of wayl ine, 904.98 feet to a C) Z STANDARD INDEX 17346 B 0 e Northerly, havi ng a radius a 3 4' point of curvature of a curve concave LU A 304.19' 0 561 21"; thence run F. D.O.T. 0 1 of 1869.86 feet and a central angle of 14 SEMINOLE COUNTY TRAFFIC ENGINEERING T- 41.43 DIVISION z NIDE ASPHALT Ta 153.M 487.54 feet along the arc of said curve to the end thereof; thence UJ C0 4/81 91- N1G RECAP S. 790 07' 59" E., 423.79 feet to a point on the Westerly right A 6 PATH (UP) Sil CONC. 51DEWAIWTV 20 PA"IL of way line of Lake Mary Road; thence the following five (5 ) > N 0 courses and distances along said Westerly right of way line; n? CAL S RIPING AT ENTRANCES FOR C14 FIEOUIRE11 - 1.5 Mff 849 thence N. 420 58' 33" E., 670.61 feet; thence N. 38' 12' 39" E., UJ C4 242.43 feet to a point of curvature of a curve concave Northwest- 16. U) AVAILABLE erly, havi ng a radius of 707.22 feet and a central angl e of22' LA E MA Y ROAD AND AIRPORT BLVD 0 0) un 40% 22' 01"; thence run276.08 feet along the arc of said curve to a NORMNOX 20)--829' LQ W CL I 1111IMM.- Q: 00 poirt of compound curvature of a curve having a radius of 1027.89 feet and a central angl e of 15' 15' 14"; thence run 273.65 feet z 0 H CAP C12 Y 10) -- 17 0 along the arc of said curve to the end thereof; thence N. 00' 15' 0 TOR AVAIL - 94 6 06" E., 268.58 feet; thence N. 89' 52' 20" W., leaving said West- 01. erly right of way line, 327.36 feet; thence N N. 00* 10 '37" W., N 00'10 37 W 626.04 626.04 feet to a point on the Southerly right of way line o State -A Road ii thence S. 86' 28" 53" W., dlong'the Southerly line t99u U" UU thereof, 340.58 feet; thence S. 00' 10' 37" E., 604.38 feet; thence 1 0 52- 20" W., 583.97 feet to the POINT OF BEGINNING. IIJ Ks ii N. 89 L U. : 11 -19, EMERGENCY A LO 04 RbAHINAY Tj Containing 38.391 acres more or less. 0. 0 0 CIO LLE-7-- - z //0 J 00 ��11 LIRI 0. Z3 33m--5 cc 01 !A�. > 01111 IDG* 0 C0 0 Cr ca C30 3 z 23 - LL _V 119 4T 55" LL wl: 65. 50"1 0 ca Go 7P. ni .9 A- %13W lop Vo W, 200 0 43 3D. 0 R A=1 0 11111111 0 (L. 00 16,) /1 ft\51. 9.1 \N I 04 U6 0 0 (D NAM VI% UJ. 0 BLDG' NO. 3 % t FC.M. 00+15 11 all I I T LP 74-40 01 ol UJ -fib T z STA. `8 )1. > SOOO 604.381, If �U SIMR AIR Will, 10'37" EA r ol BLDG. NO. 22v 31.41 `® U IBM 57 P.C.51A 91+0532 01 F STA.Y%, PC. 51A. 8 3f34. fo- 9 1\ 01 NOD 00 0 A- Blast ZO" %-p ' R i 50. 008 t 1 12 t L FO T 4111' PT STA 51'+ 15.18 001- it 7. PT STA GI +33.75 BLDG. NO 5 /4 to e 0) 0 14 \1� S oil Cli % CIO 00 RZ 150 0 no, MI, W 55.9 I P.TSTA. 9 If 11. 34R= ISOM-PC STA.11451.00 C#) 0 A = 1530 A= 19 5130 A-34 33 IG" A=70 *5303 T- S9 13 62* 00 A GO. 481 0 A=58 01 A= 310 Z8' V' z A-51.33. T= 3 1.20' T=11A] 00 Tz 39 .00 A 65.41 P I STA Ilf 33.5081 PC STA 80150.99 T 00 33 9Z PT 514.77 6. Ill, 51 T`Zf X81 4 WIDE ASPHALT PATH 08 A WIDE ASNALT PATH (TYF 0 tag z Pill C4 0) 0 _rS WIDE -CONCRETE If E! Ion IE 0) -...1 - - A 37" Z8J1 MOM+ 64.84 co SIDEWALK (TYP) 0 R 65.00 crl SIDEWALK (7) rn .z Tip. SMU M I IT A 42.51 LisI t4o. 10 T 17-05 BLDG. NO. 9 BLDG. NO. 3 BLDG'., NO. 2 STOP- BAR IN ET 51A. 1111 P C. 51A. 95 f 1715 P.R.G. SIA. T-S +-JA 61 V 1.620 4 IT V A,: 541142"43" LO STOP STIR T- 69. B, fiz 15. go, 19 ROP) PC STA 10 + 11. PC k. 74 + 19 _F Li A-14.9b' A 11. 61' rill T, '59A & & -17 If I I N H I I I I - I T-- ill *>, _H I & L� \W \11, � 0, 00*010"� VE 76 R - 30. DO S 00" 0 Of 17 8 .4 4 6.08 1 k-4-41YIP. 71 Do- 4S-.W A 47.11 13 prr 5TA-T T 30.01 P" . ........... .......... ......... .. 091i"IFFIR PRO (T) A' 99.91 TA rt: I A A PT STA. 10 +19. 43 11. 3Z' STOP BAR IM, UJ I U-T.H 81 R IF _-9-06,5001007 904.9 A C __ e .1 UU U ISTA-2 _U NIM WIN LA AIRPORT• U 14,56 21 AMA 8 6 9 118 Z1 V) 4 A8 7 , ' 1 , s N �I u. Lf) L� t ELEC. LINE TO CONTROL PANEL METER OUTLINE OF CONCRETE SLAB TOP OF PUMP STATION ELEC. CONDUIT TO WET WELL AUDIBLE ALARM INCOMING ELEC. SERVICE , BY POWER CO. w EMERGENCY DISCONNECT CONTROL PANEL 2- 4" x 4" REINF. CONC. POST I" HOSE BIBB W/ BACKFLOW PREVENTER OR/ HOSE BIBB VACUUM BREAKER (SA) SEE NOTE No. 4 I" WATER LINE INCOMING ELEC. SERVICE BY POWER CO.-- FLYGT LIQUID LEVEL CONTROL OR APPROVED EQUAL �-- ALARM LIGHT H 8 o I Its.. i ,o U 71 _ 77. D• i. P a Q `b I 4 o I I s, 4 �• I. SLOPE 4 oJ _ a P P: I - 7 W 0 1 1 o b 0- PLUG VALVE Y W t4. -- --- aj I OUTLINE OF W METER BOX a W OUTLINE OF ACCESS OPENING - m CABLE HOLDER ® PLUG VALVE G EMERGENCY BY-PASS CONNECTION F L3" D.I.P FLOOR DRAIN VALVE VAULT PLAN ALTERNATE BOX NO SCALE CONSTRUTION PUMPING STATIONS DIMENSIONS ELEV AT CONST. DIM A 7" MIN DIM B 6'-0" MIN DIM C 9it DIM D I - I to DIM E 2-0If DIM F 2- 6 DIM G 10 DIM H 4- 0 DIM J 19-0 DIM K I1-4 If DIM L I` - 2`f DIM M 11 -2If DIM N 1`-4 DIM P 5'-0 DIM Q If - 4" DIM R I-4 DIM S 9- 0 ELEV T Z 11 ELEV U 31.00 ELEV V 33.50 ELEV W 35.pp ELEV X 31u.DD E L -V Y 44.60 Ot tau LM 's > 2 W �u Or J Q CiC 0 , LI AIIIII ED U. `L uj --Fw-,.. ' LLJ V FLYGT MODEL "C" ALUM. COVER (30"x 48") W/ LOCK OR APPROVED EQUAL — CONCRETE METER BOX 4" D.I. VFNT W/ BUGSCREEN FLYGT MOD, L " " ALUM. NIPPLE a VALVE W/ _� EMERGENCY GENERATOR COVER (30 x48) W/ LOCK PRESSURE GAUGE RECEPTACLE OR APPROVED EQUAL 12PLUG VALVE (60 PS.I.) ELEV. Y AUDIBLE ALARM - ) o ALARM LIGHT M U. op -_' d a.. ELEC. y 8 x 8 x 16 CONC, BLK. EMERGENCY BY-PASS = GENERAL NOTES: { {. d CON�DU�// I I I ( co ' . CONNECTION L#4-6 - O.C. E.W. t z 1 . PUMPS TO BE MODEL MODEL C�3126i"n DISCHARGE WITH IMPELLER NO. ,432, DELIVERING 475 uPM I D ly : D.LP _� Q AT 38 TDH, MOTORS TO BE 1750 RPM, �jQH: P., 3 PHASE, o I11 ti. a a 3/8 G.S. rn F-- CONTROL PANEL 230 V. LIFTING ( I li - W 2. BOTH CHECK VALVE TOPS TO BE TAPPED 1'4" AND EQUIPPED WITH e. CHAIN �' ° = 2-#4 BARS C] SEE NOTE STAINLESS STEEL STOP COCKS AND 4 1/2" PRESSURE GAUGE ON MORTAR ,� BOTH VALUES. (0-60 P.S.I. ) _ O 3. THE CONTROL PANEL SHALL BE FURNISHED BY THE PUMP SUPPLIERS. :� ®: d 6 b -� 4. PROVIDE POTABLE WATER HOSE BIB AT LIFT STATION WITH VACUUM POWER I I a. — Z w EMERGENCY BREAKERS. CABLE 1 3 DIP FLOOR DRAIN `� DISCONNECT 5. MOUNT PANEL ON POLE, MINIMUM 2 ABOVE GROUND IN CLOSE tl Q PROXIMITY TO LIFT STATION PROVIDE 230 V.; 3 PHASE ELECTRICAL 2" DIA. HEAVY WALL POURED CONCRETE FLOOR 5 SERVICE W/METER. -11 GALV. STEEL PIPE CHECK VALVE LEVER &SPRING IW_ 6. PROVIDE PLUG FOR STAND-BY GENERATOR, AND MANUAL INTERLOCK SLIDE RAIL I B SEE NOTE No. 2 ON CONTROL PANEL. r ' a COATING -SEE NOTE No. 9 7. CONTROL PANEL AND PUMP EQUIPMENT SHALL MEET MANUFACTURER'S .' o :e'.''.4 D.I./ PVC. W DUPLEX CONVENIENCE SPECIFICATION.. +� o I I AUDIBLE ALARM _ ELtV. X ADAPTOR 0 OUTLET W/ 8. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR �.. MIN. 18 L.F. DIP i �' `i.:... LAG PUMP ON ELEV. W COVER SIDE VIEW 9. ENAMEL PAINT. R. C. P. WET WELL AND VALVE BOX SHALL BE COATED WITH KOPPERS, ALARM LIGHT . ... . o.' 4. e . HEAVY ON THE I jVS I DEMAND ;ON THE -OUTSIDE. �{ METER Box �� ° a ..'a.'- 10. CONTROL PANELS�tAh NAZI SECURITYhOCK. LEAD PUMP ON ELEV — ELEC. CONDUIT TO z e a '• 11. CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY AND ALL INFLUENT LINE WATER WET WELL :.'�' SHALL MAKE ALL NECESSARY ARRANGEMENTS TO°SECURE TIGHT SLEEVE, WALL SEAL JCT BOX a' OR MORTAR A '' W/ GAS POWER SERVICE TO LIFT STATION. d..:4 BOTH PUMPS OFF ELEV. U TIGHT SEAL ;o- a.'. a.,• o t INCOMING ELEC. CONDUIT 12. A PRESSURE SWITCH SHALL BE FINISHED AND INSTALLED sa C = ALSO ALTERNATE ON THE DISCHARGE PIPING TO STOP PUMP OPERATION -U-' ' - :: LEAD LAG SEQUENCE 4" GALV. UPON HIGH DISCHARGE PRESSURE, SWITCH SHALL MEET I' - 6" :;:.. STEEL POST THE REQUIREMENTS OF THE CITY OF .SANFORD UTILITY 60 0 „ 2 MORTAR :_". CONCRETE ENCASEMENT CLASS I DEPARTMENT. ELEV. T 4 �— DISCHARGE ELBOW ', ` ° �i=►; — BACK VIEW c =co cic °oq�eoo t000adew o0 3/4 0 x II" ANCHOR BOLTS TO EXTEND 7" INTO BASE #6-12" 0. C. E.W. 4K GRAVEL z 0 Q IS j SOIL•" �"'�'� PLUG NT.S. AREA FOR 450 W YE N.T.S WATERMAIN THRUST BLOCK AREAS IN S0. FT. (A x B ) PIPE SIZE (IN.) 900 BEND 450 BEND 22 I/20 BEND 11 1/4 ® BEND TEE 8 PLUG 4 1.35 0.75 0.40 0.20 /.00 6 3.00 1.65 0.85 0.45 2.15 8 5.35 2.90 1.50 0.75 3.80 l0 8.35 4.55 2.30 1.15 5.90 12 12.00 6.50 3.35 1.70 8.50 14 16.35 8.85 4.50 2.30 11.60 NOTE: AREAS BASED ON SOIL BEARING OF 2000 P.S.F. 8 DESIGN PRESSURE OF 150 P.S.I. �16E � fll�G. Efl6E �E T�NLN HK o� ROOM SECTION A9 UTILITY TRENCH N.T.S. IN RM 'W I MAIN FORCEMAIN THRUST BLOCK AREAS IN S0.-FT. (A x B) PIPE. SIZE(I111) 900 BEND 450 BEND 221/20 BEND 111140 BEND TEE 8 PLUG 4 090 0.50 0.30 0. l 0 0.60 6 2.00 /. l 0 0.55 0.30 1.40 8 3.60 1.90 /.OD 0.50 2.50 l0 5.50 3.00 1.50 0.80 3.90 12 8.00 4.30 2.20 /. l 0 5.65 NOTE: AREAS BASED ON SOIL BEARING OF 2000 P.S.F. 8 DESIGN PRESSURE OF 100 P.S.I. NOTES: I. THRUST BLOCK AREAS SHALL BE POURED AGAINST UN- DISTURBED SOIL. 2. BLOCKS TO EXTEND FULL LENGTH OF FITTINGS, JOINTS SHALL NOT BE COVERED 3. SIDE OF BLOCKS SHALL BE FORMED. WOOD FORMS SHALL BE PRESSURE 'TREATED WITH PRESERVATIVE. 4. BLOCKS FOR ALL BENDS SHALL BE SIMILAR TO BLOCK FOR 900 BEND. RISE AND SPREAD OF BLOCKS NOT TO EXCEED 450ANGLE. 5. ALL PLUGS (STOPPERS) SHALL BE PROTECTED FROM CONCRETE WITH 3 MIL. POLYETHYLENE. 6. SEE STANDARD SPECIFICATIONS 02620 "SANITARY SEWER FORCEMAINS" AND 02700 "WATERMAIN SYSTEMS" F �� 4rsPUR BASE "-�LJ--' DROP MANHOLE CONNECTION " cUGGED END s£wER MAIN MORTAR OR CONCRETE ' NTS J OF LATERAL- .CHANNEL NO SERVICE MORTAR ".;,• . ' "� .,. CONNECTION PERMITTED PLAN HALF PIPE FLOW 18"OR :; Q CHANNEL [241 NTS. S p •'. '<.�;� STUB OUTZE W/PLUG NOTES I. FLAT SLAB MANHOLE TOP MAY BE USED WITH J APPROVAL. LL. - '• �' f, 2. PROVIDE DROP INLET FOR ALL INFLUENT LINES WITH INVERT 2'OR MORE ABOVE MANHOLE INVERT. ,FINISHED GRADE AT R/W PAVEMENT SURFACE3. DROP INLET PIPE 8 FITTINGS TO BE SAME SIZE I "MAX. AS INFLUENT SEWER. END OF CHANNEL Ir W FOR TERMINAL M.H. , i 4. DROP INLET CONNECTION 8 MANHOLE TO HAVE 2 INTEGRAL POURED BASE SLAB. 3 5. PRE-CUT HALF PIPES MAY BE USED FOR MANHOLE 3 \ CHANNELS IN FLOW -THROUGH MANHOLES. h k CLAY PIPE 6. MANHOLES GREATER THAN 5' DIAMETER SHALL BE Iq N.T.S. PLAN STRUCTURALLY AS TYPE 'J" STRUCTURE BOTTOM LM o O N.T.S. SHOWN ON PAVING 8 DRAINAGE DETAIL SHEET. MANHOLE CONNECTIONS PRECAST CONCRETE MANHOLE 7 SEE STANDARD „SPECIFICATION 02610, "SANITARY N.T.S. N.T.S. SEWER GRAVITI' LL THRUST BLOCKING N.T.S. U. PROFILE ui NT.S. r� (D STANDARD SHALLOW CONNECTION N.T.S. A S RE b BACK OF CURB 00. CONCRETE COLLAR C.I. COVER Rlw I OR E.O.P. IL l8"X 18'x 6" 3" PUMPER NOZZLE -70 FACE STREET e 20SE OPPOSED NOZZLES VALVE " 4 BARS BOX TIE RODS l0 900 co g CONT COMPACTED VALVE B VALVE BACKFILL Imwfr BOX - SEE DETAIL lkli0 z Maly FINAL '/� Z FINAL / - UNDISTURBED THRUST BLOCK LIFT LIFT BacKF/LL BACKFILc I _ SOIL ----� WATER MAIN (NOTE 3) i 7 = �' : >:. • • •. BEDDING �•. (NOTE 3) CONCRETE SUPPORT THRUST 8 CU. FT OF CRUSHED (CLASS 1) O INITIAL UNDISTURBED BLOCK STONE OR GRAVEL o IL LIFT i N2 CONCRETE ` BACKFILL m CLASS �_'' a (NOTE \ VALVE 8 BOX ►":. y v: N.T.S. TYPICAL HYDRANT DETAIL a g \ ..... ® a ; o N.T.S. MAion TERIAL I DING CONCRETE Occ CLASS �. .".' (NOTE 1) e :. ► • .'�•. U- UNDISTURBED „ \I ® U) 4 4 SOIL 1 4 1 1 4 M/N.J (MIN T (MIN.) '(MIN.) LL. CLASS A CONC. ARCH CLASS A CONC. CRADLE z" GATE PLUG I, (° Id VALVE Cl METER CONC. U 1c10 wC% c,Ilpl)My\ i � . ( - I _ �i -,lII -� , \I_-�s_, `4F/-_- 1_I . Lu I i - I .,-"I� I I_;4'�., �l-I�II,�I -�_I.I1� - , :I�I �.I I, -�1,I1_L �L--_,_,[1I-�I 1,I ',-1, I' :I�'��11 O: ��l1.--L L�"4 I�, ,. � A , .4 �.�:-:� �I� ,1j, ��; I L .L :. ci,'I,1_I7�. 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R\ , R 8 D f?: 8 - C CORNER - • ':' AS CURB 8 .GUTTER � CONSTRUCTION AS CURB a GUTTER •f +, % A 8 C E P G S q �,�. Tn . Good " Sn 1. . Tn . G.nd. 5 Ga a. T, . Gwd. , kq �� ; ` , ,; `.:. � - - o : _ , 1. INLET TOPS Q GRATES TO CONFORM WITH R . R P' P . N . P� . Pi Pi R . P. P P (SEE NOTE 2.) a, '� fO _. {Q } , , �; :,' , _ _c _ u9� 1� ) .. n-- "- ..a ps. Lsm PROP CURB 8 s R. AS SHOWN ON PLANS o� v _ ,. `D F/N/SHED GRADES F 1 WA K A o 0 0 4 _I _�yl ispa : yr _ _uor' _ _ y:: ial _ -° _ _1 _ .Lr s » _ Ru g.si na zdn _aii" - 04. GUTTER CONST f s l0 VARIES 5 SIDEWALK RP 3 -6 V /� ® 5 DE L ND n z - -a' .:z'.: -.y3 _ice_ _tom ._ -_.1 _x .- - .n)af - .9�z_ ae as 9.0 aa) naz _xlu _ � ,, _ - z• 1 _ . -°'` -° -n Lai } _ au- vs . an . w _" mo . ` b r1 - 5 0 L "" • , : •,` ROADWAY 0 D D 0 D _sue _u _ _ e, -uq_ _.mrr ra _1 .a¢-_ 9.c�- nss_ la_ .n xn - . ..ax p � 6 - P , 4 sw . - - - -- - - L - asa ffi _ .us Ida -LLIi _ .... _ss. _sn SLO E l2" l P --._ • \ a� DROP :r. ®DDDDd D -- -s a sir m _ _ _ _ -_ -ZD _ _. >) 9A- - _Ill. _%H 1)M . K _1 L - -ns3 \ ► ` B1 MAXIMUM ,. , C I 6 rt '•.::• ..r :: .. .. r , :-.: - _ �� , _saga; _ _i'�`_ Rx_ Lm_ `u_ . wl_ _n� - n, _L. r , cuRe :.►• ..• •. - 2. FOR INLETS ON A CURVE DETERMINE o - - -- - - --- -- - - -- °�' u - - - '� co r , S T R M D - - - - - - -- - -- / x - - - -- 2EP.JL , 11 `THE RADIUS FROM THE DRAWINGS AND, ® ❑ � -- / a ... FILLET EACH i ❑ a- _� -L],- ..z � �! _ -�_ -t8�- � � __. _Ll3 _ -- �• :.. :. �: .... � �- . ,. � - .., ,. ,... ,.. :.:.. ,.. . : ,D ❑ D ❑ D ❑ ❑ ❑ :- " -v' - -ti_ _En - - -- �° u - -- 2- n 4_ a_ _ ._nnl - b... WHERE NECESSARY MODIFY THE /N _tea lr _zz�. '; n as9 nxt _ _)m_ _LxE sea ems« , > , '•. CORNER a' • LET L = _ ._ - ud Jte _ _ _.nnl _ �sr _La, _n.a -. a4s - ° _ m s- au_ lsa.- 1L - daLL 4 _ ❑DOD C' D O D D i 1 - _. _ - =�. V 4 _ J - a�i. 992._ tZi _-. ,.r . _LLt _�SII - \ ` I FLOW LINE DETAILS ACCORDINGLY. BEND STEEL y P, s -- _un �o� -'• _ -nsC ass_ is - -L)a- _u> ys �a �Y. v (SEE NOTE 2. ) p �o , - °' . _�;; - .�. ."' " y. .I of GUTTER D ° ° ° p Z a Lax! _sam, .Eat- vn _ ��- col_ _asz_ -*EtL _ssu + H �.nl" _ '. �ar� _Isms. �sxt tau . - 9xr Ix_ =z� _1 _ _:zs.- _uzd _wx =ns / r I r _ �/ , . . ,.... , . , , ,, ., „ , ;. „ :. , 11 ,<_ WEN NECESSARY. a.»._ L.R __yr a.a «s.- A �C SEC TION.AA o O� :.. ,M , , ti; ;3-0, 10-0-:TYPE l82 -3-0 ,...3-0. - ® , -' - - -- - ' - - - - - - - --- - -- 3 4 „ M -- ---- --- �'B' N.rs. # + to o J ` ,-` 6'-0"TYPE384 ALL STEEL TO NAVE' L I/ IN/MUM ' V) VALLEY GUTTER CURB 8 GUTTER PLAN `� L , COVER UNLESS OTHERWISE SHOWN, - N.rs. i SECT ION -B -B 4. ALL THROAT OPENINGS SHALL BE NO LESS W PLAN o -- ------ Nrs # = FILLET N.T.S THAN 6-INCHES. ea.ai.d a o" ca.... 2 8 10 RISER 3 -6 u , 5. SEE STANDARD SPECIFICATION 02410 STORM I ; , I' 10" I' 2" CURB CUT RAMP :I I: : � Nrs /2 SEWER STRUCTURES. MANHOLE COVER v J9 I 1' "% I 3/4 "R• MANHOLE RISER N. T.S. i � ,j .�I_ -- -� _.. 1I I:.i _.I _\ , - ___ __.,-___, al T 1 /. TYPE 2 8 4 _..--- .._.. _ NL E T R t V AI l TH OAT �� 1 I '' •' B11 SYMMETRICAL ABOUT j { I b 31/4"R. ' i I 3' o" l2 �2,.R PLAN PLAN PLAN PLAN gyp' A ® _J ,:,..� ' r. .. •; N.T.S. N.TS. 2- 6ALL N.TS N.T.S. 60- ,p0 6 - � . ! i%;' I SECTION A A 3/4"R io : - AROUND A DI .COVER/FRAME (i) �% > ' .i D-I�: _ --,l,I Iz,il . !I- O. ,1 I,.I . ,I ii.-I+I � �lj4I,Il�I1, _,., 1II I L,I1I��I��,�. _�� 1�. ,�:I z_,/I I. ' II, " I� � L/,I,I,r!I / I.:�:I�I ',II� --I: Ii L I � �,:L.�IL ,�'*�,I1I, '�,��I, .�14, "-I�,-t,'; � - i/,, ,� Nrs 2 A > .�1 N o �. �/ 4'-0' l'-611 _ c�.,�..a slos.s•T>.�l.p«�i«<ad 61 1' 6r' 1'•10" I'-2" � 'L.'.' . . ". -' -.A.. - - - .*(�o-�". . i__-1Ik _La_x. -I1 _#'/ - -'(tE_.i0 1 4a S-.f T1.1 �eII� - ND-_j.4D0I. I1 AI�N ,I_�R.. - D�11 1�IIL � -i S.I PE- I0C AIICI�.- 4 AI "10I.T44 NI �Id - O:��] -. ,116 8 I 0- - --i. ! I 1'%__Z�4_-_.j;I -I I -L_ L..- , I- I . ,�T itIq-�. "l-- -uH-11 rf- N�.A1 IS �4,, � . t�, _ ILZ,-� cl1i 0�.� : .,.I /- [I 1! .1 /-II �LI*_-WI,1I -�, r � -I I . .L� � z-,%I�I .AL 1.I I "-"L 'N I-' ,I I T._L. 1 N-I" II .T- L _\-_)LS- �I �IN' .. LI -. U \�I.I. -I I , NL-.- , ,I_�,1-I- \', lI v, Inl�:.,:I l.l'-,NI,_I _.4� IN"III , I�l _0 ',wI %lI. - \_- I;\II II ��I-\I� I, .. .\I. I &�j�:1I4I .I : _�"-.1,-I !. �I"-""LI,I:LI ,II.I : L1,-:11 :- ...I- � .IJ�I1.- .- 1.� 1I . � L,-I II�11 . 1 I1�I I II1 .-�']. IikIO�L- .I 'j. I jI 'LI � �II -1.;l,I I , Io- 1I� I ,1 . 1� 1I�1�,� I ',L-I�% -L I- I I ' I I , .- .1N Ir,LII '-:1I-.11, , ._1 ..' L 1: �.� �� I ��IIII,f,.r,L _ I/L I- � - 1 1_f�:'42r :1_1� 1o�I1� .-/I�-. I1" - I � L/� � � .I I �I � .'.1l / ' I l�"I II 1--. 1�':I- sw '1'%':.'. QD .e' • . �I * mil. N �' ® 1 ® m =0 �" w., wMf6a6-M1.4aV .1 ; • .+ , : !...... - :: •,' #4 HOOPS INLET -- ---_- 2' R. ::.' a ► ► • . r ® ALL6AROUl1� �� ` s / NORMAL GUT TER /'- 6" o � 00 TGP YlE'd- mNaE HPE _ : '•,3"p 7 1/2" 3/4 R. o•'.. r. .1, �• ' -4 _ �' /� 12 O.C.--- , ,1 , 1, `I 1 11 _ w1 �c9. �,� + / �� O ELEVATION Q �. $', :... ... . 3 6 OR4 0 3 6 �Fc' I _ 4 . e„ ;4 �q /2"O.C. DIA. RISER k -=� m , `° m ,�. • - : b -- - C[ V l RISER - / 6 O ► rf '`� e .. \ \ ERT. , Q � #4 �q /2" O.C. c I � :.� .. s. " - - CL O n � W I Iilllllll - - _ _ - * " 6" CONCRETE -`r a:, ' :.;. V (, I 1 o n HEADER CURB FLUSH CURB ,NgBfAItE' CURB i �o 4'47 12 D.C." - I ..:', 5.1 N.rs Nrs Nr.s. ® 3 6"OR 4'DIA. 3'-6" Bry OR 8 BRICK CONCRETE H I�11 III III(�I''I III ' ob a.d. _ SECTNON B 8 ® IO'-0"TY 31=0" e ti ,I PE I82 A; , 6'-O" TYPE 3 8 4 / 1- 911 POT I suPPOR r S 5';A CONCRETE I-e�- - 3' w--- 6' I'- Io" I'-2" � 6" #5/fil /2" 6' 7' OR 81 DIA. 1, 8„ 6'- p" � ' I ,\ 1� fI 7I W I. -T- __ E -_- 1 1 611 ..'.. . ,,.�., :. ._. :- -. .A.714`I.17-i'-- .;II ., 3.1,jI661.I".� ,\\�I_. - \.." I -L ,, I '.:,7-'-a. 71.. .IA..7.I-/ - '',�I...;q '."-.: ,_I�T�- .. __�.,..- ..I�.� 4: �-.- :I:��-,5.;-I�. ,; " 6„ /� 'A SUPPORT POST Po.d Por Pa f i R.. b Ba K48eC lhf lid. Ac. for W 4.N E.d SaOml_� 2"R. .1 „R D.C. E. W -- PI A-E-.1L� _�.iII Ii __- 0E .-. .jIi -- ,,--:-_ I_ . I .. --,iik\.b ,,, !: 0 1rImL_. I -\II _w-_l"I p:.,� .. _.l.. 7. ..,�I.�.l1�_.1l�,,1:�Ir II ll �-. t:. . : ., .._...1. �f.. . _1'., . . _.�.-.. . . .I ..... .. .'.. .I. -y. . .� , .. 5 .... .\ ....1. . ... r .�, .0.... .\S. .- I� : ��\Y .1.. 1L..Vi . 1 1':.. k. i -1-,-.j . �' 1 ."_..mi - ��lL .'1 li. . ,1.0,. -.1. ..O1]..�IM-IL. P.,ii.A.C._ T..E.�,�. .�.. .CI. B..... , OA. .. I I�Ct,.. ..KA... -ft,., -I 1-"-.aI..�Li,&A,-l'l".i1-.ftL..-.Ok64II - . TD 0.-'...-I.-.-, A."..... ....1,. �,� �-.��l., .4-..I.5' . . :1i0, ..i '.,1-.... ,L .... , .. .,*7-.Ih...: '.'1- .�,..:L. �-..... -,1.. ,... m.4. ,;.� - .ii'id.-- ..C.1.w, :- ., . .,.�I.-. '-.�, :/)�'k/ - - .�� ,N"I ! ,N :1-� 1. , .*I.: ....-..�.:�._ .. 1.,..7.- 1 17 IA , _,�� 7/I .o�. ..v:7.. :. �.. : ..*ll .o-- ,.w �_ -II-:. . ..t �. I.wP.l.*.[Ie-.-__1.4:. I I-T..-I- :. [r. . . "� �.'/ .r�y._... ..T-..�$.. -..... .M�.-�_... E..___..._A, ._ .. ,I � , Crv.. C+wnRp , ll 4' - 0" 6 ll c,«, SECTION "' 3"R 3/4' R. 2 R. -\ � 3' 0" T 6 - N - c " 44 (d I2" l - YP �s / E ' ,� s .. ;... • b � • . �" J' R. 1 3/4"R. b O Z O.C. M 9'- D" TYPE 3 MITERED END SECTION DETAIL 1 0 4 HOOPS0 a ION - ;. ®" aN_ VERT. _ 1 rr 4i SECT A A 'o 12 O.C. p * to . N.T.S. 3' 6' � . : _ / 0 4'a� s" _ 4 r7a 9" PLAN N.TS. o ^ / - - :I ; . k O.C. • ? k D.C. E.W. �'; . _ . '; N.rS. ? it SECTION C C / / HOR/Z. '% Q 13/4 S-I ASPHALTIC I II o CONC. SURFACE COURSE T 2' 0" ® ® -- VALLEY GUTTER STANDARD CURB n n n u I, n u e "t NTS ALTERNATE A ALTERNATE B ALTERNATE A ALTERNATE B �� Nrs 6"x /6" CURB m , N r. s. TYPE n J rr TYPE rrP a #� #6 BARS 9'+ 18" �o To �o Io ''. I AIRPORT BI�LIMEROCI� BASE 951 AASHTO T-IBD WHEN USED ON HIGH SIDE OF ROADWAYS NTS. �, DOULEVARD CURB GUTTER DETAILS m m 6 BARS (rrP) # - 71/2" THE CROSS SLOPE OF THE GUTTER SHALL _ NOTES '< S BARS r� 9' '- ♦ TOP AND FLOOR SLAB TABLE - m 911 6,1 cc 11 MATCH THE, CROSS SLOPE OF THE ADJACENT N.T.S. TYPE 'J" / 2, 0.,- \ I. ANY INLET, MANHOLE OR JUNCTION BOX t I Q 3" O 10 STABIULED SUBGRADE PAVEMENT AND THE THICKNESS OF THE LIP ALLOWABLE FILL `i o 15 FBV SHALL BE 6-INCHES UNLESS OTHERWISE ALT ACT."8" REINFORCING l MAY BE USED IN CONJUNCTION WITH ANY m ti m SLAB OVER TOP SLAG y/ , a- 111 TOP 8 FLOOR SLAB$ ► INLET THROAT OR MANHOLE TOP. FOR a o 1 cp .4%. 6 BARS r'I..'• •�: I. D. OX W10T THX, MIN.MAX $� • SHOWN ON THE PLAN. r EXAMPLE, AN INLET WITH A TYPE J BOX 20 m 6 BARS I • . ' . ....' < 3'-6' 9' 2' 29' 6 ra 6' CTRS. B.W / AND A TYPE 2 THROAT WOULD BE CALLED #6 BARS (z ! " I I a ..I:" s'-o" e" 2' 25' 6 rd 6" CTRS. Bw. / AN INLET TYPE J-2 ON THE DRAWINGS. # 4 BARS 1'l4" 5-1 ASPHALTIC 5'-011 l0" 2' 27' #7 (M 6" CTRS BW " a e 4 BARS ro) 8" # 2 8 2. CORNER FILLETS ARE REQUIRED ONLY WHEN 8"O.C. B.W ("LAKE MARY CONC. SURFACE COURSE 6'-011 a" 2' 20' 6 (b 6" CTRS. e.w USED WITH CIRCULAR INLET THROATS - I ' l / 11 4U I'-5" ' p (TYPES 1, 2,3 8 4) OR WITH RECTANGULAR I j 011LII�iEROGK BASE 7'oRe' e'-o" Io" 2' ?3' 7 r+ 6" CTRS. B.w PLAN INLET THROATS (TYPES 5 8 6) SET SKEW e # / 4 -0 DIA. #7 BARS `� ROAD 15% AA5HTD T-I80 TOP TYP -T 3. ALL STEEL AR 6 BARS # ( E% J B S SHALL HAVE I1/4 MINIMUM 6 BARS 9 " c 30 BACK of CURB N.T.S. COVER UNLESS OTHERWISE SHOWN AND 10 5TASIL17FO SUBGRADE 15 FBV SHALL BE HOOKED WHERE INDICATED. 2'S7D CURB 8 GUTTER 4� 0" 6- 0"OR 7'-0" DIAMETER 4. HORIZONTAL STEEL IN RECTANGULAR SLAB REINFORCING SECTION A -A REINFORCING �] �,,,,,�,\,,, F TYPE 7-T STRUCTURES SHALL BE LAPPED A MINIMUMS. / '' >f TO FIT OUTSIDE DIMENSIONS OF NiNTS. ; TYPE J1 ASPHALTIC I - -• .:, TYPE 7-NT OF 24 BAR DIAMETERS AT CORNERS. ✓UNCTION BOX OR MANHOLE CONCRETE SURFACE COURSE 12 ; "''"�;;-_';'.:::`, 12" FOR 14x23"THRt/ 19i 30" N 5. MANHOLE TOP TYPE 8 IS AN ECCENTRIC CONE OVERLAP %" //�" //"` 24" FOR 24'x38"AND LARGER w OF PRECAST CONCRETE (ASTM C478.AS CURB /NL.ET TYPES 12 3 '4 ` (95 % MAXMUM AASHTO - O MODIFIED) OR CONCRETE WITH REINFORCEMENT . ®N-SITE 6 SOIL CEMENT BASE j T lBO) DENSITY :N WIRE MESH (0.126 SO IN/L.F. m EQUAL TO WALLS, OR BRICK CONSTRUCTION. N.TS. . . , . _ . . e ;. , . ;.:: eorH wars) WALL I I 21 O,1 ►� 6. WHERE WALL THICKNESS DECREASES /N N -:: ►.. THICKNESS t l/2 - t--9 6rd 6 ? Q 12 COh1PACTED SUBGRADE - - . _ o:. - a. �8 (SEE PLAN) 0•C, E.W. N � RISERS, ALIGN VERTICAL INSIDE FACE. f - , . . A 7. SEE STANDARD SPECIFICATION 02410, OPTIONAL KEY I, ►_ O .. . � 6" MIN. • 6"MIN. FILTER FABRIC (IF SHOWN , I 1 STORM SEWER STRUCTURES . JOINT ^ �e IN DRAWINGS OR REQUIRED PIPE WALL ` UNDISTURBED < BY ENGINEER) SOIL TOP (TYPE 7-T B 7-NT) a a o ap _P CONCR NTS JACKET N.T.S. 'b INLET ? INLET TOP TYPE 6 ml2 2 STRUCTURE TOPS a BOTTOMS SYMMETRICAL AeouT � 03 0 _ �, I I 3,. STRAPPING N.T S. # Z O U. PAVEMENT DETAILS t 5 5' O.C. FILLET EACH �w; BACK CORNER i 10112, u v\ 2' O' I' 6` - At COMPACTED SAND FILTER FABRIC WRAPPED 41@S O.C. /2 B 7J:j I/211 N.• IN.T.S, FILTER AGGREGATE CgRRUGArEO POLYETHYLENE PIPE,(ADS) 1 I I �� ' . 6 UNLESS OTHERWISE SHOWN. I'1 - ~ e} / 1111 I;I - I O aoW UNDERDRAIN DETAIL ".-'.=. -:. i . y.' .:.:" "'::"..';': A/ I -N I , QUA .c---..---v N.TS. PREFORMED PLASTIC ` p - - - - Al_ , GASKET JOINT MATERIAL FILTER FABRIC _ _ _ �t !!11 1 I I - :'� I -.. SEE DETAIL �o j INLET I I , ; -,� -� L-_--4 ry 61CTRS. e�.do " FILTER FABRIC JACKET I I I A*r+►B 1 I --- --- - CORNER FILL T I P/L 5' H 4R(aZ8" CTRS. _ Nrs 3,1 _� � (3/4" CHAMF R t(J r - `- SIDEWALK U u „ 5'- 0" 3' 611 x4 DIAGONAL BARS VERT. r 6 611 3 l0' SINGLE SIDEWALK GASKET MATERIAL I 6„ Iq I5'-20' DOWLE [ SECTION :bE1 I , �.. , B,. V 9" /'-Z//2 V /'-2//, lD'- S11 - - . 1 s''"i , , 1T 6"I 3' 6" 16" n I/2" EXP. JT DROP CURB m ro B BOX SLAB OR FILLET 1 x I h SECTION B-B • I I 1 I PLAN -TYPE 5 P4US PIPE WALL " Co r Q 2 PRIMER , N ' ►t. TRANSITION Q NrS 5' N I NTS. SECTION B - B c Q � SIDEWALK 3K : N I k N.T.S. " I-� JOINT DETAIL 1 $ E s CROP CURB :� 1 4 1 ` • , '• •4? //4" 2 //4" I ry A V Q _- 0 r` s I/2"ExP JT hI cuRe ". TO BE PAID FOR L IMLTS OF THROAT I1 ELL I PTI CAL CONCRETE TO BE PAID FOR CpVER ac „ A I DROP CURB I iJ IN% STEEL GRATING S CONSTRUCTION AS CURB 8 GUTTER Z„ 0 Tp 0• {� a+ AS CURB 8 GUTTER �'�i 16' SINGLE B SECTION A -A N.T.S. } �,-II � I� I.7II �-. �-I II-�-I �.I - . I , . iI III -. - II 'I1I�� I'. . 11.l .L, � L-I 'I 11� -I, ..711 FL. OF GUTTER h I' • 9 I L 6 x 3 I/2 x 3/8 24 DOUBLE N.TS PLAN PLAN 1 1 1�4I� ., ,,4 ,TI,II.II-; I , 1I I illi1 1r_II -I. PLAN co � I 10Is c0 - I .� fl,-I 1. .,II:II .I \I I1� I - I1 I "I I- - II II,I. .I �I I I_-II1I �% II�, 1 �I" � LI � �-.I�.I I mN-. I,�L 0-:, I :L ,JI��I "1I 1.�II1.**. �;7�1IILT ::l. 11 � 1-I1,:I .�-1I S- . --.I** 1I 'I. I L n�.. 1 .I. I ILII, I� , III, I 1... I .ILI _�.:111.. 1 - i-.I 4I_I0�� -. 7. I I -I I I.1 . �.I -.. L _-II- . -_I-_I -_�II -_ _-._- _.2I".I �LI:��.o ,' . I -_. I __74i, -__4114__(I0il1l')-__ .( I f)I I .: . Nrs • .- i. :. .'ice l'� a.._.-� l, .l ♦ 1 /3/4" 3/41, N 5 3/4" 3 3/4" • • ' . . - p PL 1/4 �_ 1,Ip Iy 1 9 0 DRIVEWAY APPROACH 2/V, V r_2 //,? .A ( 1/8 >. N.T.S. mNHUH I 1_ 11 o 1 ANCHOR 3 0" 8 0 2'-6" 3'-O" L 4 x 3x 3/8 ci ti ry n1 O O O OO 0 O 0Moo.N W 2 'OL ? CL SECTION THRU STEEL COVER , /'-6" B„ B,r SECTION A -A N.TS. , N.T S 0 2 //B" Z //B" °' J 5' MONOLITHIC SLAB (W/2) + 2' Y NOTES _I SURFACE JOINT �►4 gil2"E.W 411 3'- ll " EXIST. CONC. 2 �_ EXIST. ASPH. GRATE N \ IF I. INLET TOPS 8 GRATES TO CONFORM Q ,? SURFACE OD N Q ►- I SECTION SECTION WITH FINISHED SHED GRADES OF SIDEWALK 112 , 6x 6 6/S W WF m CONC. SURFACE f Ij I1 'AND ROADWAY. \ .e '• -.. . . , ♦ .Q .. ,. ; I J'"� IT//",i" _ YPE'TC,®a TYPE H 2. FOR INLET ON A CURVE, DETERMINE _ ;--------------------- ".I : . ® `:,i" , �+ T E 60° �IuAIi,NIufAIIn ltumIi10 AI1TI�,uAIq'IiL,1. '.I�i) L I1IIII IilI�.-ILlII�1<Ii—;1 1lWZIII1 ,IL,: ! - BAR 3/l6 x 2 `� _ _ THE RADIUS FROM THE DRAWINGS, AND IOo @ _ _ � (6' ,;, MODIFY DETAILS AND BEND' STEEL AS w ` NON SKID FLOOR PLATE I , ',111 � I I I I - I I :I �." ,I.; : � . .1 L: I � II ,1IIu1:l1i%0uIiLL'�-mIIQlLI�� N CAST IRON GRATING NECESSARY, -)------- -- _ . r-------__=__�__-- -� . r EXISTING ANCHOR DETAIL THICKNESS i °i _ I � REPLACEMENT (T) SCHEDULE 3. ALL STEEL TO HAVE l I I /4 MNIMUM, NTS. v __-====----=--=-=�=-�j v 1' 6' 1 611 BASE MATERIAL COVER UNLESS OTHERWISE SHOWN. C Q - I � 3/4" PICKHOLES 1 I `ti 2 NOTES DIMENSIONS, MAXIMUM PIPE DIAMETERS (D MAX.) 9 GRATE WEIGHTS (+>) L - - - - - - - - - - _ - - - -_ - _ I . CONCRETE REPLACE- i i I. CHAMFER (3/4") ALL EXPOSED CORNERS 4. CORNER FILLETS REQUIRED ONLY WHEN ---=------- -------- �! MENT PAVEMENT Ih INLET GRATING ANO EDGE5. USED WITH CIRCULAR INLET BOTTOMS TRENCH WIDTH (W) UNDISTURBED INLET U V D MAX. W X D MAX. Y Z C.l. +F STL. OR RECTANGULAR BOTTOMS SET SKEW, \ PLAN 1, . 2. USE DITCH MODIFICATION FOR NON -TRAFFIC C 3'-4" 2'-0" /B" 4'-5" 3'-I" 24" 2'-4" 3'-0" 235 /oo ;, 2'-0" (MIN. ) SOIL v AREAS WHERE DEBRIS IS EXPECTED D 5'-5" 4'- I " 24" 4'-5" 3'- /" 36" 4'-5" 3'-O" - !eo 5. THROAT OPENING TO BE A MINIMUM.OF N.TS. (,� ; (DITCHES, MEDIANS, ETC.). E 4'-4" 3'-O" 24" 5'-/O" 4'-6" 42" 3' 4" 4'-3" 465 2/5 6-INCHS "J 1 PDLLlITiON - 3 USE OF CAST IRON GRATINGS IS LIMITED TO H 9'-O" 6'-7" 660ar-04'-4" 3'-0" 30" 3'-4" 6'-6" 725 3/3 6. SEE STANDARD SPECIFICATION 02410' ELEVATION /DIMENSION UTILITY PIPE PARKING AND GRASSED AREAS ONLY. NOTES: TYPE 'O' INLET TO BEUSEO ONLY WHEN OPEN!NGS ARE REQUIRED IN "STORM SEWER STRUCTURES" WIDE SIDE OF INLET. CAST IRON GRATE NOT PERMIrTEO. 3/l6 CO NTRD L r, 4 ISSTORMASEWER STRUCTURES' N O24I0 MAXIMUM DIAMETER !4 BASED ON CONCRETE P/FLF 3 16 2 8 DEVICE A B C D E NC SURFA ASPHALTIC CONC. SURFACE SECTION COVER DETA I L DROP INL E TS CURB INLET TYPE B 6 g3.55 1253 39.g2 3615 511 ' N.T.S. 2 93.90 13 00 3992 - 6 ROADWAY OPEN CUT , 4 *. `'- y , N.T.S. 3 � 2 50 12.50 3TH 6 s 1 �' . , i 6 HIGH CHAIN LINK FENCE WITI'l NO(+AINAL INCOMING STS. �` SEE SITE LAYOUT 2 O.D. SCHEDULE 40 STEEL LINE P05TS RNO ' PL N FOR ROAD WIDTH sts 11'12 GA NG 2" ME5 I GE STEEL WIRE FABRIC HAVI H , IF A4PLICABLE) SIZE, ALL STEEL MATERIALS SHALL BE GAL017f a. TOP OF DITCH CAP STS STS I2 12 GRR55 AND . POLLUTION CONTROL SCREEN F MULCH e , SIDE SLOPES AND BOTTOM . �� SURFACE COURSE �� r-- - .. PGD13 TC NAYE W�1R Z% 2°l0 (/_ :. x ",,SIT IN OUT510E WOLL, -�� BA5E PRO R MGATES FDR �� BTM OF BITCH .. . PLAN UNDERDRAINS. SUBGRADE I �I - - a 3 r • /,r, ELEV•A - BOTTOM OF OVERFLOW 10' 1 NOTCH (5EE PLAN VIEW) ELEVR_ 4 ELEU C, ON -SITE ROAD DETAIL .. CONC. FOOTING,, p1.. 2a5I N.T.S. b o e•o 0 ..* - _1 - J + DRAINAGE DITCH' DETAIL' . ` r = N.T.S. , PLAN SECTION 10, INCOMING PIPE INVERT ELEV D�), 5ECT10 I (IF APPLICABLE TyP} x r - ,. . -„ ,,. POLLUTION CONTROL DEVICES POLLUTION CONTROL SCREEN �- ) - . N.T.S. - N.T.S.' -I�� ,. K tAI� ,: �, r.. ... , _ .), r. ::, _ .. .. .�. i�' ,:ate" , s, - ` .I:;, - - I • Y t-