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HomeMy WebLinkAboutSavanna Club (Phase II -Bldgs. 1-8) 43016-43023n REVENTION BUF PLAN NUMBER #1466 OWNER:____.--waterwood Homes LOCATION:.____._ Savanna Club _Building #1 Clubhouse TYPE OF OCCUPANCY: _ Assembly TYPE OF CONSTRUCTION:._ SIZE OF BUILDING: 3,181sq. ft. NUMBER OF FLOORS: REQUIREMENTS: TO COUNTY BUILDING OFFICIAL 1. All buildings containing service equipment, hazardous operations or processes and. EAU storage facilities shall comply w thsection 8-3.2.3 of NFPA 101 for one hour,_fire_ resistance rating and selfclosinq or. smoke activated fire :.doors. 2. All buildi_nas nortahle fire minimum ramiired nne 2A-1ORC Pu> ry 4 75 Sys ems according to NFPA 496. All buildings: Attic access required 1708.7 S.B.C.C, any area over 24 inches high CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS \ 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY:._�— .a Nz: ,. _ n A T C z _ CONTRACTOR: ARCHITECT: - OWNER:_ Ud LOCATION: DATE RECEIVED - PHONE NUMBER: PHONE NUMBER: 3-11-87 TYPE OF OCCUPANCY: _._-_ --TYPE OF CONSTRUCTION: — SIZE OF BUILDING:_ _—_NUMBER OF FLOORS:_—__—___.___ REQUIREMENTS: -------_--_-- - - - -_- _ measured at the roof peak______ 7_ Notice to building official,: Do the covered walks comply with section 505.2 l of S.B C.C. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: sjG nTunE -----DATE.___ BUILDING PLANS REVIEW NON-RESIDENTIAL USE Project Name: Ct� OUS-e— 0A J(() Type of use as defined by Zoning Ordinance. CteSsr� USE-Fo a.) Parking: Ratio Jc e S Number Required �0 Number Provided 90 Handicapped Required_ Handicapped Provided `t Offstreet Loading Area? Y:____ N: U.) Landscape: c . ) Signs: Approval Disapproval_` Indicated Not Indicated Note: Separate Permit Required a.) Setbacks: Approval Disapproval Base Building Line Compliance Y: N: Building Spacing Formula Used Y: J N: e.) Driveway Compliance - Refer Ordinance 87-0 Approval Disapproval Note: Driveway Permit Required 1b f.) Site Plan Compliance g.) Road Impact Fee n.) Comments:• Date In: Reviewer: SciE PLAQ PLAN RXVISN NAM OF PROJECTS 5AVAUN a (fLu s3 — ONNERS WA L-ew000 40kt&-s CONTRACTOR: P-.PAPA 2, F6R5CL4ve OCCUPANCY CLASSIFICATION: .. TYPE OF CONSTRUCTION: I yam, � - �-(•c HEIGHT AND AREA: CJ� 'aIBI _o f3t.DGi•-"L 1 (fu0F�oC50se C�GCRG6�lor� o D[% OCCUPANCY REQUIREMENTS PER CHAPTER IV: CONSTRUCTION REQUIREMENTS (A) FIRE PROTECTION: (B) EGRESS REQUIREMENTSi t'K OTHER RSQUIREMZNTS: (A) ELEVATORS: u(A (B) SPRINKLERS i STANDPIPES: tI/A- (C) COMBUSTIBLE MATERIALS - INTERIOR:c'k (D) ROOF COVERINGS:*"(- {E) LIGHT - VENTILATION - SANITATION:04 (F) HANDICAP REQUIREMENTS: 014- 5( c- r'z..6Q PLC NAIC OF PROJECTS 54V&Qu <d CLu 16 4VE as W WiT--'Z- W d00 L- OPgc-S CONTRACTORS p,,zA(.o (2. FC-R!scq ke OCCUPANCY CLASSIFICATION: r, TYPE OF CONSTRUCTIONS y V HEIGHT AND : i3LDc1. 2 CPo(2TC- (✓oc-L(c-ir-&- OCCUPANCY IMOUIREMENTS PER CHAPTER IV: 1 FIRE PR6TECTIONs E OTHER ()UIR NriSS (A) ELEVATORS: *Sim (0) SPRINKLERS 6 STANDPIPES: A (C) COMBUSTIBLE MATERIALS .- INTERIOR: I/N (D) ROOF COVERINGS: Cq- JE) LIGHT d VENTILATION - :SANITATION: tW- (F) HANDICAP REQUIREMENTS: O-L -3/�>/87 �PLAN REV sAms OF PROJECTS SAVAU" Ps CL0 43 OWNERS UJd'IL-E'WOOD t4oMG i CONTRACTORt K ON/a6D CL. FER: N �E OCCUPANCY CLASSIFICATION;s �. TYPE? OF CONSTRUCTIONs HEIGHT AND AREA: OCCUPANCY REQUIREMENTS PER CHAPTER IV: CONSTRUCTION RE()UIREMENTS: (A) FIRE PR&PECTION: (8) EGRESS REOUIREMEW-rSs OTHER OUIR PITS: (A) ELEVATORS: �')(P (R) SPRINKLERS 6, STANDPIPES: 'fA (C) COMBUSTIBLE MATERIALS — INTERIOR: 4E) LIGHT — VENTILATION — SANITATION:c4•— (Fa HANDICAP REQUIREMENTS: 0V- 5Cj& PLAQ PLAN REVI' NAME OF PROJECT: `5t.V&QQ A C, LO g — NER: W®V-�-ew000 L o46-s CONTRACTOR: p,0,sLo RL FC-RsC,4 Ve OCCUPANCY CLASSIFICATION: C -^n i. ow TYPE OF CONSTRUCTION: HEIGHT AND AREA: OCCUPANCY RECUIRFxatrzS PER CHAPTER IV: 4 r lz-4-,ycp- CONSTRUCTION REQUIREMENTS: OTHER RZOUIREMENTSs s COMBUSTIBLE(S) SPRINKLERS G STANDPIPES: • ROOF COVERINGS: (ilk, VENTILATION (F) HANDICAP REOUIR;EMENTS: ;�1(, MAKE OF PROJECTs �54V&QQ A. CiL-u F3 OWNER: W471--eauoora LtDAAG-ss, COHTRAC:TOR s p.0 At.p `3t-dc,.-4-S (6Lu� L(mc�j PLC) OCCUPANCY CLASSIFICATION: �. lea o ; MaRf 1 TYPE OF CONSTRUCTION: HEIGHT AND AREA: 1 'Z`_o" ql G'vf tt OCCUPANCY REQUIRE.MENTS PER CIRAPTER IV: r• a CONSTRUCTION REOUIR,EMENTSs (A) PIPE PR CTION& (II) EGRESS REOUIREmEuTse t)k OTHER RZOUIREMENTSt (A) ELEVATORS: O %Il (5) SPRINKLERS & STANDPIPES: 014 (C) COMBUSTIBLE KATERIALS — INTERIOR: 04 (D) ROOF COVERINGSs M�-- JE) LIGHT — VENTILATION — SANITATION: � (F) HANDICAP REQUIRE MENTS - 01' 3/,9/,6 7 P'I.AN R8 HAM OF PROJECT: SsVeuw a CL-0 1 OWNER: WA-IT--ewoo® ores CONTRACTOR& pooA,b R,FERscNsr� E",k. . -.&- 6 ( () 04L-CT�) OCCUPANCY CLASSIFICATION: f. fA- TYPE OF CONSTRUCTION: HEIGHT AND AREA: OCCUPANCY REQUIREMENTS PER CHAPTER IV: CONSTRUCTION REQUIREMENTS: PRdTZCTIONs&tc (B) EGRESS RZOUIREMEMTSI- OTHER RZQUIRZMENTSt (A) ELEVATORS: N/% (8) SPRINKLERS 6 STA19DPIPESZ (C) COMBUSTIBLE MATERIALS ® IN'TERIOR: 6-4- (D) ROOF COVERINGS: k {E) LIGHT - VENTILATION - SANITATION: 4c- (F) HANDICAP REQUIREMENTS: &14- 0 3/9/4S-7 `S t c- r> t_ A" PLAN RBVIE HAM OF PROJECT: SAU®wu a C L 0 F-5 OWNERt 40Aes CONTRACTOR: p,,,,_D R, f-CRsC+-t kG OCCUPANCY CLASSIFICATION: ., 0 Al- S�I-cw TYPE OF CONSTRUCTIONS HEIGHT AND : \ e C2oo 4 OCCUPANCY REOUIREMENTS PER CHAPTER IVs yi /, CONSTRUCTION REQUIREMENTS: (A) FIRE PR CTION: (8) EGRESS REQUIREMENTS:' t9-4k OTHER RZQUIREMENTSt (A) ELEVATORSt O(A- (8) SPRINKLERS 6 STANDPIPES:"ti4 (C) COMBUSTIBLE MATERIALS — INTERIOR: trst (D) ROOF COVERINGS: Ca— {E) LIGHT — VENTILATION — SANITATION: till (F) HANDICAP REOUIREMENTS: 0juL 3/9/8 7 S( c— PL6-3 .PLANRZV;LE NAME OF PROJECT: 5av®oti a C: Lu r:5 OWNER: W A wooc�- L4 �nac—S CONTRACTOR s pZ o A,® (Z. FEizSc d kE OCCUPANCY CLASSIFICATIONS �. TYPE OF CONSTRUCTION: f yr� �� 2Le - /6'0" / 318t 4 CONSTRUCTION REQUIREMENTS: — ..Q-ale (A) FIRE PROTECTION: OTHER REQUIRE NTSs (A) ELEVATORS: n( (A- (E) SPRINKLFRS i STANDPIPES' nDia (C) COMBUSTIBLE MATERIALS -- INTERIOR: 6'L (D) ROOF COVERINGS' o-t- $E) LIGHT — VENTILATION — SANITATION: Ozu (F) ssANDICAP REQUIREMENTS: � I J\At'd �t. dro "� 3/-?/In7 L k x r. I p f.„ 4. n A ' �.I •4 4 St ,� e'A ' 'Y s'*u '.f d A S -d Qjw fox as 3, rrc Ire* I storage 4 r h , office \,9 rI I .I.dIXIOt•U K I H I , � A =OI — J; �I I 5 I I I conversation pit 2�/.l YII,LO � i21 GI ,l�l III r i, A)- 1Y 41,lY211 L L2'I/e h�'. I•a'r2, !�i4 ) i—;receiving dock JZ__17r AWV� A i =y' accounting - N 7,y2 . �.�' 1 �� 6, _ receiving- -- - `----� Y �y� © i kitchen' a( I W - I ® lV l i I )it .4 Oji 01 O11 4'' Dll I l r � SI P� Fa17 AP.F�GLAGt; CbY OfliEYh) IH�lfAU.EO Ah FPR- MAHuF. �JFFlf�. _ I �w ti �F 7'T, p M1h vikm a tl�^. 4 it r s r �'j recreation room bldg. I 1�4Gd 'GI•GI I II G�t.AP�I— ! i I I I I match line .a Structural Notes -. -. --- x 1. A minimum soil bearing pressure of 2500 p.s.f. Is required. Contractor to verify and notify Architect If unusual conditions are found prior to proceeding with mnstruction.Minimum compaction on slab fill to ' - be 92f compaction (min.). 2. All reinforcing steel shall be new billet steel, conforming to ASTM A ' 615, Grade 60. D. Unless otherwise noted all detailing, fabrication, and placing of reinforcing steel shall conform to the manual of standard practice for detailing reinforced concrete structures. •4. Lap all bars splices 30 bar diameters (12" min.) unless otherwise noted. 5. All concrete shall develop a minimum of 3000 p.s.i. compressive strength in 28 days except slab on fill may be 2500 p.s.i. in Z8 . • ' ,.. days. 6. Wire mesh reinforcing shall lap one full mesh plus 2" and be securely Ired at each side and end. Minimum cover for reinforcing steel unless otherwise noted shall be: `' A. Concrete depos(ted against the ground..........3" B. Walls exposed to the weather or in contact with the ground ................................ 2" C. Walls not exposed to the weather nor in contact with ground............................3/4" ' D. Beams (over main reinforcing)..................2" E. Slab on grade .................................. 3/4" .. - F. Columns ........................................ 2" .. 8. All structural steel shall be ASTM A36. Submit shop drawings for "- Architect's approval prior to proceeding with the work. 9. All detailing and fabrication and erection shall conform to the specifications set forth in the AISC Manual latest addition. 10. All shop connections to be either welded or ASTM A325 bolt 3/4" unless otherwise noted. ' 11• Shop mat all steel work one mat; retouch after placing.. - 12. All vert i5 are frcm foundation to roof tie beam (bend 18" into' cN fie I cells with conc. typ. - I UNEroI= — -- — ---- --- jtGGl-f/cE3Jl�i --------------- - f: ti I I I p Drte cochere II I I• GENERAL NOTES: 1.General Contractor to verify all conditions before construction starts. 2. All work to be done in conformance with SFSC and all local - codes and ordinances. 3. Pre -fabricated wood truss manufacturer to submit complete Set of shop drawings for Architect's approval, prior to pro- ceeding with work, 4. Where wood comes in*contact with masonry, wood is to be pressure treated or to be separated by one layer of #15 asphalt saturated felt. 5. All concrete stoops and exterior porches to slope 1/8" per foot away from building. 6. A/C Contractor to submit shop drawings prior to proceeding with work for duct sizes, layout, etc. Asphalt shingles to be Lic. # ss-s-0015, 34 class "C" or better. 8. All skylight to be self flashing. BOLTED CONNECTIONS- �N All bolted connections to be min. 1/2" cadium plated thru- bolted where possible. 1/2" Phillips "Red Heads" at all plate to concrete connections, unless otherwise noted. Lag bolts only to be used in shear connections with min. 4'!'threaded penetration past steel plate. No uplift bolted conditions are allowed unless specifically ` detailed. - Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall NOT be hammer driven.. ■ rut tcctura AI 9300 Southwest 87 Avenue. Miam; Florida. 33176. 3051274-2702. 2. Charles Sieg, Offices $Mft NumM. ,. ..., 7777 77 , + A. e, , Is it x is w it if- �� , I, h' Ix "'' It ..N:._ .t: A re. a is .i 'N , +✓. vi£ e is .o + > q , 11 is R si Is Al r i i Q A �.{ ,i 4sisill t 4 yaT V ,1 S� 1f `` / ` • / � its t hi, a jI IjI l A is tl lit t • a �i f y ' Is f �d♦hZ tr' ��� J2yk Is M1i tY st e+ �n ♦ + � G ry to Y� 1� ✓it HS £ !yI Y . Y S S +ti 1 M1 N be ?w P l ' k 1y� J „f is 2s } •, t. if A ' ® ele_ vation- {'II © elevation .'� GlHll`i fIMbEKLWG —_ =0 — OPEri —� I i I� \k " I r n �'Erl PMN FIH. rL4 FALL. r"ITI F,a H I H 6 61`fr� — z- Ix Iz P.h Fay IA L1 roJ Yam. Aix-- flr�EeLlrl�l�lP� CL --------EAv,v rl'fL.. Fi.AhHIr16Cr�ro) 2 Ix 12 2'4 GELY k GAhU�h (fYP) ''�cP ✓G �,.r2I ti15, F2 j' p; —I f�riCT'YP�irhsz - -'fit-rJ.:.�IX1LA i i . Lv I \ •I )N L rArchitecturalOffices_ Q 9300 Southwest 87 Averue. Miami, Florida. 33176. 3051274- "02. iarleS, Siege 4 AMP v14k f Si l S t 1� h STY 4 b �^ M " f � M lkM Rpm } Y S� ke { 4 J47 y u 4 b 1 T$ h tR} � ayi e^V P3� k P � Gb 1` a t � iy 6 �c n� SF 1. ry - L 5" l�nL t� Evil K , � . 1 3' N ^ y Y M1zsgN {" Ab ^�i�3 a}7iA1� F'S yef x R k =Q g f 3 � w ! I 4 iu§ i A k 4 k ,?fir ji[" RS C °Y is ✓ p w,� S• �d ':.. y. - ®�''� "�P'�.� t'� r'e � _ ' a�. t s a1k .'n � -. � 94a3it#� ��'� k+ t � E� �5 $�s � 9H t 1 3 .� c �} k P K �`R M b" �� k s 1� �I���l�. x�� ���a Rzp471F"SLR�1 tar _ u'"aik`s_ � .... � . . R Y � .ery W � �iT 4k » � c $ � x � 7 � � :'.- i ��y � �` is r it �?y '`4 '%S,` �qe 16 � � �„ r- , a �+ � `$en ry ij � �� `� e S a c � .� �," $ � �,' f � tk � V }{ r,,., �, �� :�, _�- .�. ,�t m �� �. �.'.�, S"" in ' �• ::3. •a" � f �t � + x� 164^q : to , _�� _� �. ui ��r x � ` w� ' is � .r x +, _ " < � � ��. jF. i .� � b �` \ _. � k"4+ b �. *Fi9 4 c � S �� e v _ n � £ #.. ` F T y+sr 4� .. ?� _ .. _..A �y i .�} mil" Y BF:: 1 4Npyy b �_ •. xu rS� .�. Y+1 � .' C y1 P fib) 4µ `Tt.�M R • r,�' �t Ask �.N- 4 �. _ ) .��F' d � ��n�ni Ci ^.y .+p-� �t � i ��� 4 s Y" ,i ; . � � � ,r x h tip': '.-"a t �` r � � ;; � nse� 9� "%R! 4 :F u_:.i. K i5l'. a., Yi � .M1�. vy r..' aiffi'FI`tl.. .,e i. S64 v �4`y:,, i .� � 's ."Lrv,'„ _4 LIA. �-y�e �. _ .. , i<• ,�. .^e' aiy L � Y. i��- 9e n'�'{= ,a �� �� ��t2IA-27.,2,� .. . All i. u� :. Luc• �r-� _�_ n ■� I"� i �rc ti i ry i a� y+. �r h r � aY r i 4 r:;d-ne° office I I i, Od —42 i FI-Uri. F�¢oA�� iE � A � i I �a X u Q \3 l�l <� L `(1 ,?AI-ju receiving dock a C-'W AtVvF— JA u !D accounting N AI I it � --V P �7ft 8�1r 7�2 %•(1 V; 9JN � I receiving ; 7 kitchen AN IT —J ��I, k1011 DIOI ' �OII recreation room bldg. I _ A i r� is conversation % pit B Ak ii P FAO FA�BPLAGE [ei( afliylh) IrtS(AI,l.+:0 4h F1;R- MAHUF. �PP(h. —I �w �I Z-fw dl` R) i i \ match ` Me Structura l Notes . , .. ;. ,..-, 1. A minimum soil bearing pressure of 2500 p.s. f. Is required. Contractor to verify and notify Architect If unusual conditions are found prior to proceeding with constructioo.Minimum compaction on slab fill to be 92% compaction (min.). 2. All reinforcing steel shall be new billet steel, conforming to AST11 615, Grade 60. 3. Unless otherwise noted all detailing, fabrication, and placing of reinforcing steel shall conform to the manual of standard practice for detailing reinforced concrete structures. 4. Lap all bars splices 30 bar diameters (12" min.) unless otherwise noted. 5. All concrete shall develop am inimumof 3000 p.s.i. compressive strength in 28 days except slab on fill may be 2500 p.s.i. in 28 days. 6. Wire mesh reinforcing shall lap one full mesh plus 2" and be securely wired at each side and and. 7. Minimum cover for reinforcing steel unless otherwise noted shall be: A. Concrete deposited against the ground .......... 31' rB. Walls exposed to the weather or in contactwith the ground ................................ 2"C. Walls not exposed to the weathernor incontact withground............................3/4" 0. Beams (over main reinforcing).................. 2" E. Slab on grade .................................. 3/4"F. Columns ........................................ 2"l structural steelshall be ASTM A36. Submit shop drawings forchitect's approval prior to proceeding with the work. l detailing and fabrication and erection shall conform to theecifications set forth In the AISC Manual latest addition. l shop connections to be either welded or ASTM A325 bolts, 3/4" unless otherwise noted. 11. Shop coat all steel work one coat; retouch after placing. 12. All vert 15 are fr m foundation to roof tie beam (bend 18" Into •` each) fill cells with conc. typ. rchui tectal f _- 0 Southwest 87 Avenue. Miami, Flonaa. 33176. 3051274-2702. Offices Ja T 6. 5. G 3. 2. I. Rensiorn. $Met Numtw. £" r " :V M n l al fl' �. y NN E . 4"i dlirlk Eryr t v vll � r p tL M 9i '� Ivf «J`I•fd �r 4 x , ; � xv , a4• y.< v w 1� n� F 3 g a� ., un�v._L` y... " .1 , P l PO �yA��/�■�lI# 71w, I. MEL « _ ,<8vr,�.�:5d. �Charlp.( i® 1■■■■■ I M� MR ELI yff �71 MEHL. Emp We A PIPW I Ill _N _ll"_ S7, TMnlpt!,�V t �� A �2 �3: f f , - 11 , " , . ­­ - -1l",f,f';�. 1, 1,", W, J,� JV IV V A 4 + V 4 Wool, Jew,'" fo," f "R i , ­,- -" ., l , f, V L2 _V1 "k, Fil. 1 7� ti 'NSA -it' It W OtIn �III, vit* f VI 'j"m— 'r X "i . ... .. l I f; V­ ll'� V:f K Ail' 114 RZ, ..... . ... . .. -Af te", 7N iO lV T �V A QI' tVt�A"lie ap- IftftIlI17 LAW Ilk, INVIONEW �'IEMN �Mm IMMMMMISM Amn� 2: son LW 'A --------------- g� 2 ftfitIV , I It AA a 1 # f . s3 :E y: ^rn rv➢ ji- m i I II I i y yy �.+-1 i I I I i I I I •.7 �� fu+ure L L _ _ _ _I. -I I J, LJ tennis povliiion a x, future Tennis cour+S _ occe L �,., it W'ft�7 vvA K t t :,aA . ..... 5Y ,. } Y site pia n tennis cour+s shuffleboardrt; y ».aa v�'�; � � N . .•ti a S,. _ = €ma`s .._ ■■ik q r • "w. f• �Ir � � � F,1s n •sun �i � —14-, 4 INN >+i i �'i'hirs� S a bi tGY i 1€ � e f r �a• 4�fill, Q $$ " e� IPx Iw't��.m 1 P:, f� 16 1® TheSO,r i AL hotectural 9300 Southwest 87 Avenue. Miami, Florida. 33176. 305/274-2702. Partnership i. 5, 4. s IC�IL (1 2.21 �1 1 Rem ton . Is Date 3 8 3 Job Number.' �G Sheet Number D 1 E I GJOI•C�ll I ------- -- 11 II --�� - ------ i --- 12 - -- - - i i �� 8 I I--- fi �I Ll I I I i I II it A I II I II I I II i II I I I II I I I II � it I II I I { �I II I A I I I � Orl VIhRU�.Eri VAP42 big IEQ- I I � - v `{11'-�`— I OII �I - - bldg. 1 -} 4-- I II I i I I t I II � IIY!jI I I ' II I I I I ii II. I j i I I I I I II I i I I � II II I I II II I ' I I II II I i II I I - - _— _-_ — _ —---- —____— --'_-------------- j-----------------------I� � II I I ,. 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I'ESTIBUL.., C ;: 1 DRYWALL WOOD t WOOD ' WOOD — CERAMIC TILE I —^ ... _ C ��t-C TILE Dai ;C: ,_;CJD CERRMIO TILE C...,CR. IF DRYr" i. WOOD WOOD 4� AS _ , � SAUNA _, '-TCP. P G 6LohET G�r�G. I M-rU/ALL, -- — ---- v�---- r��;'_,. DOOR SCHEDULE 5 fl REIMARKS MARK TYRE ROOIM NiVAE N. C. S.C. WIDTH �I EIGHT THICK DOER I �- �r,AT L. THRESH j REtv1ARKS y ��- ,_ ,- I�I 1 FL ..-x^r. • 2-3 0" 6 8' 1 3/4" MTL. ALUM. Card Rm, Arts /Cr:Rec. Rtn, Recievin ---- 2 Louv_ `lens & Womens Toilet Vest. 3'-0" 6'-8' 1 3/4" MTL..,,f r 3 Gu..L et 3' -0" 6' -8' 1 3 4 _,._.,., Accounting • 2'-8" 6'-8' 1 3/8" WOOD _ 5 FLCS?'! Kitchen • 2'-8" 6'-6' 1 3/8" WOOD *DOUBLE ACTING - -- 6 PROJIDED B Y S A U N A M A N U F A C T U R E R 7 BI Iv ;Closet 2'-0" 6'-8' WOOD *FULL LOUVERED _--.rT`- _�_._ SI:,_:..:. I ec. ,> i _ 7,,_arcr QC r ,. r 8 12 0" 6 B' — GLASED W TINT...) - GL. & ALUM ALli?•t. L.:: - 3rt5 2 - G Cr Room . -- I LASS X.>t r • L �'✓,.� ? I :' _ .;-t r �r/� • n%!2—�- �. ----- - --sP - 2-3 !o'P� 6t�..�Dr1 AL.I�r'I. h1OPEF WOOL? FUu, LV Ffp "" H 6ICI%r+�t-+ .--- — f3 0 5 o I -- -I;, r I, — IJ s k, v. a,• •.{k ' Fk y hn +s. r 5y - is _ _`„ � >5• cx k. k µ , X J *t 'ix M14¢ t X — :}1N %.+-•�-'.�.�'. Lf ',*ky r s _ -. v V �� y.....�n..... �n+w �.-^wR'44e••^ � Nh!w-4v' t •, p .. _ ; 41 7ri '• =y iqL. � � � t R a 5 5=' I'F n+P •P�S '� l 4 4 ` .4. 4-' - 3"* �' _ ?;r fir-. �. r � -i ?.N•_,: .� , "-7 4 - v ' $ {6 •y •k .d, k '¢'% p 4`k 1„ A M• n' iF Charles k' 4 yp } J t S 4 , 3 5 , x „ r n 77 y 4s 5 5 ; d S' q y F 51, M C`C' OOOO' _.. f .. i...... w1;Tl 3. L • . - uA' t 7 1, V v PARTIAL FLOOR PLAN ti Y,i r,"p, ' a )°'� Sub ° '`', a�•, "�a, i5 �CR'A j :: ^ice � $.�5'+9@ �s�•'xX` � ! } t � 3uVTR PLUMBING LEGEND L LAVATORY F.U. FIXTURE UNITS W.C. WATER CLOSET, R.V.D. RELIEF DISCHARGE SK. SINK C.D. -CONDENSATE DRAIN W.H. WATER HEATER SOIL OR WASTE LINE C.O. CLEANOUT — — — — — VENT LINE V VENT , Via' -- — INDIRECT DRAIN V.T.R. VENT-THRU-ROOF,,,:: — ' COLD WATER LINE W WASTE — •• — HOT WATER LINE C.W. COLD WATER CD — CONDENSATE DRAIN H.W. HOT WATER — RVD — RELIEF VALVE DISCHARGE LINE F.C.O. FLUSH CLEANOUT �— HOSE BIB W/BACK- H.B. HOSE BIB W/BACK- FLOW PREVENTER FLOW PREVENTER —— GATE VALVE — -- - — HOT WATER RETURN - - WATER RECOVERY LINE (FIXTURE CONNECTION SCHEDULE STEM C.W. CONN H.W. CONN TRAP SIZE F.U. COUNT REMARKS LAVATORY V" }" 1}" 1 SHOWER }" }" 2" 2 KITCHEN SINK }" }" 1}" 2 HOSE BIB _ 3/4" --- --- - VACUUM BKR. 6 VALVE IN THE VERTICAL DISHWASHER --- }"- 11" 2 FLOOR DRAIN --- --- 3or4" 3 PROVIDE TRAP SEALER URINAL 3/4" --- 2" 4 WALL MOUNTED WATER CLOSET (FLUSH VALVE) 1" --- 3" 8 DRINKING FOUNTAIN 3/81' --- IV' } SEE PLANS FOR LOCATIONS PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE - ALL FIXTURES TO•BE AMERICAN STANDARD, AND WHITE IN COLOR P-1 WATER CLOSET (FOR THE HANDICAPPED): 9 .O1 "ELONGATED CADET" - SIPHON JET - 1}" TOP SPUD SEAT: HEAVY DUTY SOLID PLASTIC OPEN FRONT SEAT, LESS COVER, WITH STAINLESS STEEL CHECK HINGE SLOAN ROYAL 115 FLUSH VALVE 481310-100 BOLT CAPS P-2 WATER CLOSET (REGULAR) 2221.01 "MADERA" - SIPHON JET - 11" TOP SPUD SEAT: HEAVY DUTY SOLID PLASTIC OPEN FRONT SEAT, tESS .COVER, WITH STAINLESS STEEL CHECK HINGE. SLOAN ROYAL 110 FLUSH VALVE 481310-100 BOLT CAPS P-3 LAVATORY: 0 90. 111 "RONDALYN 19" ROUND" VITREOUS CHINA SELF RIM111NG LAVATORY 2103.588 HERITAGE. FITTING WITH AQUASEAL VALVES - AERATOR - PERFORATED GRID DRAIN - CHROME HANDLES }" x 12" C.P. SUPPLY PIPES WITH STOPS 14" C.P. TUBE P-TRAP - 17 GA. P-4 URINAL: .• -' Z-5-6-0.015 "TRIMBROOK" WALL HUNG -SIPHON JET URINAL SLOAN ROYAL 186-11 FLUSH VALVE. P-5 SERVICE SINK: 7740.020 "FLORWELLII FLOOR MOUNTED SERVICE SINK 7721.038-3" DRAIN 7745.011 VINYL -COATED RIM GUARD 8344.1.11 HERITAGE SERVICE SINK FAUCET WITH VACUUM PREAKEFi- P-6 KITCHEN SINK: JUST MODEL DL-2137-6-GR DOUBLE BOWL STAINLESS STEEL SINK, SIZE: 21.37.7 4 HOLE, 4200.077 "AQUARIAN 1111 SWING SPOUT FAUCET - SWIVEL AERATOR - CERAMIC DISC CARTRIDGE }11 SINK SUPPLIES W/STOPS 1}11 S.F. TUBE P- TRAP-17 GAGE. 4503.017 SOAP DISPENSER, DISPOSER FURNISHED BY OTHER AND INSTALLED BY PLUMBING CONTRACTOR. P-7 FLOOR DRAIN: - t ZURN MODEL ZN415-WITH NO HUB FITTING, i '� P-8 ELECTRIC WATER COOLER: HALSY TAYLOR WC-7A-1 WALL HUNG ALL STAINLESS STEEL. • ,w S' f PLUMBING NOTES 1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES, 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL AIR CONDITIONING. CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS FOR ?'`w; OF UNITS AND DRAINS. ,�•, a _LOCATION 4. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF - MATERIALS AND EQUIPMENT. S. COORDINATE WORK WITH OTHER TRADES. 6. .SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 7. FURNISH AND INSTALL BATHROOM FIXTURES AS SPECIFIED B. PLUMBING CONTRACTROR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 5. EACH BATHROOM GROUP SHALL BE PROVIDED WITH AIR CHAMBERS AS PER SOUTH FLORIDA BUILDING CODE. 10. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DI -ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 12. PIPING I. A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE COPPER BELOW GROUND AND TYPE )'M" COPPER ABOVE GROUND. B. SANITARY WASTE AND VENT 4" AND SMALLER SHALLBE PVC SOIL PIPE. I C. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND ( FITTINGS. Y lye n. t If 2111, �. �LQ 7 T'wr i Y i �o,z ca�:Tlu 5 -- DWG• P- NOTE: FURNISH 6 INSTALL 5LB ABC TYPE FIRE EXTINGUISHER WITH CABINET. IYA PORTE COCHERE NOTE:FURNISH & INSTALL HEAT TRAP C.W. d H-W. SERVICE RUN ABOVE CLG. SEE FLOOR PLAN FOR PI ROUTING T a P RELIEF VALVE ,. 3/4' WATER HEATER i WATER HEATER PIPING DETAIL I r A4nieciuralr 9300 Southwest 87 Avenue. Miami, Florida. 33176. 305/274-2702. Sheet Number Off Ices �' 311V S{l;UN. a 1r . y...t �ro 9x - 4 it e "fK L yE��°-.✓' A„�` 1. .k, �$i3.r.Y •'1..3r�A+ a f' kS6 a s3.1 ,a C .$. s•kb vn YA .. k.. .Jd �z FURNI SHEI & 1 N5 A11-11- EK ' ORAI vo /LI(�� s qq l t T t { ,r r IecL A. 9300 Southwest Miami, Florida 33176. 9 YW MM A Nal RECREATION ROOM tt v e n s $afR't •( 1 F 6' iL C.d'i T:a` �a y 4 3,t1� v x. y, i ,fv 1 � ` w � P �couTlN�aTlo� ��,�r �vti tt�"y,4,� � 4'e _ tt 117ol Ir I ICY M � y �. T z y pF Ij 2 �g �` `a w k` �, w� ✓ e S } 4 Nur OpooLaGouT2dVToE S FoL P a y I } T I t < I I 1 . — I 111 STORAGE L WOMEN Vic aIIFD u, fLG e4i- 0 r— LG . .4" ::AP- OFF r-afL Furuee 1,oP4eLtloo 0V ELL - er A001tecV ua A.I.A. 9300 Southwest 87 Avenue. Miami, Flor da. 33176. 305i274-2702. Sheet Numuel. I' ;s 'R^✓•.?.� n. ,� - � .�.,. :._ �.s.+ .h.' -, ., » ,1 .; ,:"ut s x .+, it pe2.,. 4x t4 a x.,' ; �� r .� :ski,. rfi5". » r" ta... `*";0 yf�':�,� ;€.., t i , ti �`4{ .:. , ;Y :.'. ,; re° , aar" yy >,; �I .#Jz. �5&,"�,fa�6t''9°# n. ,t4'„ � `' , ,3 � ky � r, 2} . .,` `}� ., °as€Y;g✓' a ?€` � f u i y d' .I . �.ra s. e. ax. ,� a :s'�Y:. ..� ri'.1."a.. #..,. r. Kii� k r< = •:.rt. I, A� .7 ' BOLT CONDENSING UNIT TO SUPPORTS TO WITHSTAND 150 M.P.H. HURRICANE FORCE WINDS REFRIGERANT LINES ISOMODE PADS FINISHED GRADE 4' CONCRETE PAD �'• ' PVC CONDUIT "CONDENSING UNIT DETAIL 'N.T.S. WOOD TRUSSES FIN. CE ILINGJ ' REFR ri ANU 3/4" CD -, TRAP BY PLUMBER 1 SOMODE FILTERSECTION PADS 2 x 4 MOOD SUPPORTS 74" CD BY PLUMBER FIN. i.JI y` 4NG PAD vcREF LI ES . — UNIT NUMBER AHU-1 AHU-2 MANUFACTURER RH MODEL NOMINAL TONS. 2 5 C.F.M. 1000 2000 ENERGY EFFICIENCY RATIO 8.65 8.45 z EVAPORATOR FAN-F.L.A. 2.2 3.4 VOLTAGE 208-1-60, 208-1-60 0 CABINET VERTICAL VERTICAL WEIGHT LBS. 86 140 G� MATCHING CONDENSING UNIT CU-1 CU-2 Z ELECTRIC HEATER (INSIDE OF UNIT) KW 6 7.5 BTUH 2O478 25597 STAGE ) 1 VOLTAGE 208-1-60 208-1-60 UNIT NUMBER CU-1 CU-2 MiANUFA'CTURER RHEEM RHEEM �. Ni O D E L RAFD-024JAS RAFD060HAS zNOMINAL TONS, 2 5 COMPRESSOR-F.L.A. 11.8 28.8 CONDENSER FAN F.L.A. 0.9 2.0 r�q v VOLTAGE 208-1-60 208-1-60 Z WEIGHT LBS. 127 256 U) REFRIGERANT LINE SIZE LIQUID 1/4" 3/8" SUCTION 3/4" 1 1/8" AREA SERVED .ate BLDG_ 11 BLDG_ /4 BLDG. 13 BLDG_ 18 q QUANTITY 2 4 ' REFRIGERATED LINES SHALL BE TYPE "L" SEAMLESS COPPER TUBING INSULATE SUCTION LINE WITH AIR CONDITIONING NOTES I - A/C CONTRACTOR SHALL: A) VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION OF DUCT- WORK AND INSTALLATION OF EQUIPMENT. B) COORDINATE WORK WITH OTHER TRADES. y C) DO ALL WORK IN ACCORDANCE WITH STATE AND I' LOCAL CODES. 0) DO ALL WORK IN ACCORDANCE WITH LATEST ASHRAE GUIDE AND SMACNA STANDARDS. E) PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. F) ADJUST AND BALANCE DIFFUSERS :IN ACCORDANCE WITH QUANTIITIIIES S~ ON PLANS_ G) SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 2 - GUARANTEES: A) ALL NEW EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR AFTER DATE OF y ACCEPTANCE. ALL COMPRESSORS SHALL CARRY STANDARD FACTORY 5 YEAR GUARANTEE. l 8)- PROVIDE 90 DAY FREE SERVICE 3 - A/C DUCTWORK: SHALL BE CONSTRUCTED OF 1" THICK STANDARD DUTY FIBERGLASS BOARD FLAMEPROOF REINFORCED ALUMINUM FACED COVER IN ACCORDANCE WITH N.F.P.A. NO. 90A AS MANUFACTURED BY OWENS- CORNING. DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING WITH MANUFACTURER'S INSTRUCTIONS. INSTALL AIR VOLUME EXTRACTORS AT EACH DUCT TAP. 4 - VENTILATION DUCTWORK: SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL. '3 A 4 FPy .; t* :e'FR txsta €r FAN SCHEDULE FAN NO. QUAN C.F.M SP HP RPM VOLTS DRIVE MFR. MODEL" SERVICE LOCATION MAX. SONES ACCESSORIES EF-1 1 109 1/8 1/8 1/0 1/8 1 1/8 1/8 --- --- --- --- 1 -- --- 1200 120 1150 120 1200 120 1 440 120 1200 120 1050 120 DIRECT DIRECT DIRECT DIRECT DIRECT IDIRECTI CARNES CARNES CARNES CARNES CARNES CARNES VCDB-10 VCDB-20 VCDB-10 VCDB-45 VCOB-10 VCDB-45 BLDG 1 TOILET EXH BLDG 3 RM EXH BLDG 4 RM EXH BLDG 6 TOILET EXH BLDG 8 TOILET EXH CEILING 2.7 A A A A B A EF-2 1 1 216 109 1 965 109 445 CEILING CEILING CEILING CEILING CEILING 3.9 2.7 7.4 2.7 5.2 EF-3 EF-4 EF-5 EF-6 1 2 2 1 BLDG 8 RM EXH B - ROOF CAP , n A { k � x �. ..ert 8P "kC3 Ib 7O } FLORIOq ENOINEERINO SERVICES } FMI NORTMI TIRLMOMONES(208168!1-02ti Offices 3 2 I Remsions. GENERAL REVISION 10-2-87 Issue Date. 12 I I9 Job Number C600f N,imM. I � ares Joaor Arch't -2 A.I.A. 9300 Southwest 87 Avenue. Miami, Florida 33176. 305/274 2702. ARTS & CRAFTS uC. A ^TA ^§< .WAL -► rl�xaJ 1 IN A7`(l(- Y — - - - - GtGrl� 3 BCD &T ANU AHU 1 1 °�c; •to PAP 43° 3"X�k iT iP) 6AW, 5T.-cL ANGLE :�UPP02TS (AFL w��oeo LoNyiRt.�TtoK� �iL7ti2 � 411 Xx4'x 4-° 24" ?iw F� AIR HANDLING MOUNTING DETAIL BUILDING 8 3 G0005 M 4 w i6x 14� 1 3- 15x15 CD-4w— Ga5 CFM ,. i6x i WALL CAF' ' pocra rsrc i ec ura •�cgar es " A.I.A. 9300 Southwest 87 Avenue, Miami, Florida. 33176. 3051274-2702. cu- 2 Gu- 2 4" CONC. PAD FLORIOR ENGINEAIINO SERVICES i 2. 1. Revisions. GENERAL. REVISION 1 o-2-87 I Issue Date. Ja N.W. 100 TN. STRECT - — NORTH MIAMI GeACH.FL. 33102 .'ob Number. TELCPHO NCI 0001 853-0212 - Sheet Number WIF t .r MANUF TYPE CKT PANEL 30 4w MAIN MOUNT. RATING MANUF TYPE CKT. PANEt 4w MAIN MOUNT RATING ANEL MAIN MOUNT RATING MANUF/TYPE CKT 30 4w 30 A I20/208V 200A SURF 225A ITE CDP7 42 $ 120/2081 200 42 C 120/208V 201A SURF 225A ITE CDP7 42 BKR BKR. SURF 225A ITE CDP7 BKR KT. POLE CKT. POLE CKT. POLE N0. BKR. WIRE SERVING WATTS N0. BKR. WIRE SERVING WATTS N0. BKR. WIRE SERVING WATTS 1 * 1-20 12 LIGHTS 1200 1 1-20 l 1- 12 LIGHTS 1200 2 -, 1-20 12 LIGHTS 1200 2 1-20 L 2 12 LIGHTS 1200 3 *- 1-20 12 LIGHTS 1200 3 1-20 1 G 3 12 LIGHTS 1200 14 * 1-20 12 LIGHTS 1200 1-20 12 LIGHTS 1- 12 LIGHTS 1200 5 * 1-20 12 LIGHTS 1200 5 1-20 5 1- 12 LIGHTS 1200 1-20 12 LIGHTS 1200 1-20 "`°° '' 20 1 712 LIGHTS 1200 7 * 1-20 12 LIGHTS 1200 7 1-20 12 PADDLE FAN 20 7 1- '-12 LIGHTS 1200 1-20 12 LIGHTS 1200 1-20 1 1080 1-2 12 RECEPTACLES 1080 9 1-20 12 LIGHTS 16 0 9 1-20 1080 9 1-20 1 P A 1 80 0 1-20 12 LIGHTS 1200 10 1-20 12 RECEPTACLE 1080 10 1-20 12 MEOW 720 <j P Al 24 2-40 SA 5 2-40 60o0 2-50 2-40 2-40 2-30 i'. R ia!, ' v 8000 6400 00 GHTS $ 1-2 2-40 8 WATERNEATER TO AMPS PER -PHASE -36o- p R 42-pVC THRU TIME SWI1 ti PANELi 30 4w 120/2.08V MAIN I MOUNT 11RATING MANUF TYPE CK G IOOA BKR, I SURF 225A ITE CDP7 42 CKT. POLE NO.: "'. WIRE SERVING WATTS 1 1 T- .1-1200 RECEPT.I Am * 20 lWO 1 12 1 REST RM. LTS 21 SPACE 22 SPACE 23 ACE _.. 27 * DOD LIGHTS h: 25 t-2 11ERGENCY LI f--- 2 `f "'SPACE 27 SPACE Zb ---- SPACE TOTAL WATTS TO AMPS PER PHASE 43160 FEEDER 4#3/0 & I ,2"PVC THRU '[,!ME SWITCF,� 720 PANEL P CKT. NO. 30 4W MAIN 120/208V LUGS POLE BKR. WIRE MOUNT ' SURF SERVING xL>, WA. 1 * 2-20 12 PARKING LIGHTS 2 130 2 * 2-20 12 PARKING LIGHTS 2000 3 * 1-20 12 LAKOSCAPE LIGHTS 1200 * 1-20 12 $CAPE LIGHTS 1200 5 1-20 12 RD LIGHTS 1200 * 1-20 12 600 7 = 1-20 12 PO' E> S 1200 2-30 10 POOL,' 3000 9 1-20 12 L 1000 10 1-20 12 720 11 ---- --A 720 12 ---- -- E 720 T07AL 1 3 60 WAT TO AMPS PER 14,360 60 = 0 AMPS FEEDETS R 4 3 1 " 11 1-20 12. _ 720 12 1-20 1 L 13 1-20 17 1-2 1 . LTS 15 - AC 1 2-50 6 ROT 17 8000 1 -4 8 6400 19 2-40 6400 20 2-40 8 ACcm, v =~ 2 --- -- SPACE 720 22' "___ -- SPACE 23 - - SPACE 720 2 PACE 720 25 -- SPACE 777 2 SPACE SPACE 2 --- -- AC �9 ---- -- 0 ---- -- I SPACE 720 T TOTAL WATTS TO AMPS PER P GOO_360__160 AMPS FEEDER *THRU TIME SWITCH. s x r XII 1 �4w 208V N MOUNT RATING MANUF/TYPE CKT AA BKR. SURF 225A ITE CDP7 30 IRE SERVING WATTS LIGHTS 1200 TENNIS COURT LIGHTS M T NNIS COURT LIGHTS ENNIS COURT LIGHTS NNIS COURT LIGHTS TENNIS COURT LIGHTS 000 SPACE 0 cvnrr »n ,mac e.6 r, €s'" za �-7 s .x ate. a ". -1 11 THRU TIME SW17C 3,r " g,.iw � °' � b n i s' •R <zf � v ���� d 'e R w � ';t k„ Inv '� # 3�V� iy ; td a"c •we", .. .v., .�. €34' 1.uw e 5'4..a- :�-. PS VOLTS PHASE WIRES MAIN FACT I FVX R KS �4 DP 800 120/208, 3 1 4 LUGS WALL ITE VB6. 3 SWITCH SERVING WIRE & COND. AMPS POLE RATING FUSE 3 200 200 PANEL "A" 4#3/0 & 1#6 2"PVC 153 � 2 3 200 200 PANEL B .4#3/0 & 1#6 2 PVC 119 rx A 3 3 200 200 PANEL "C" 4#310 & 1 #6 2"PVC 160 E 4 3 100 100 PANEL " #1 & 1#8,1-1/2"PVC 73 ' 3 200 200 PAN u 4#3/0 & 1#6 2"PVC 154 �;s3 21.11, 6 3 100 100 PANEL "P"=4#41/4"PVC y0a7: ?, t TOTAL CONNECTED LOAD c ,16,t7,18, N t � 141 ,i- 118 1ME SW . PVC i.:' €. FO 'CKT 4.. 3l0 A 413 1�" I LONG x TIME 51•FI TCM FOR rONTACTOR COIL. 8 POLE LIGHTING CONTACTOR FOR CKTS Al.2.3.4.5. 6.7.31., 413/0:6 106 -241, PVC ITM ©TES: I THE ELECTRICAL CONTRACTOR SHALL CONNECT 8 . POOL DE-CK POLE LTS. ON CKT. P. EXACT LOCATI OF POLE LTS. TO BE DETERMINED IN FIELD. T- << w "' -fF `"' 2. THE EIE.CTR(CAL CONTRACTOR SHALL CONN POOL LT-S. AS DIRECTED IN FIELD. _ ,3. THE ELECTRICAL:: CONTRACTOR SHALL CONNECT P PUMP(S) AS REQUIRED. ;4. THE WORD "CONNECT" MEANS PROVIDE ALL RN '• NECESSARY ELECTRICAL WORK FROM THE PANEL TO �" �.Tk1E Devoe€. I TiNE Sii; ,.x . -w t .7 �l-FOR.CKT. 824. 4i319 stl6 A Z.a, ICAL RISER DIAGRAM-: FT P�05 �r P'AWt-L "T" fUSL A)P, BLDG# SITE PLAN WALE 1'=30'-O' 3 e a54 2 a 4 , s19 3'r d 2-k )RAGE LBIg ?-)5 PARTIAL FLOOR PLAN SCALE 1 4"=1'-0" WOMEN t-- -- III�-$12 'OOIG V12_ -B17 61 E31 KITCHEN II 13(D5 BLDG. No.l 1 r, }j--------- I ------- - - 1311 Charles S1'eger a I 7. 6 s _ 4. 300i a FLOFIIOR ENCINEERINO 5EVt RCES Rewsioos cvERAL REVISION ID-2-87 11FMiIssue Date 34 N.W. 198 TH. QTREQT I Z 9 NORTH MIAMI QQACH. FL, ]]'I8Q TQLHPHONQI(]O5/A63YOQ1Q Job Number. Im ■ Sheet Numbe,. Archl'tectulval Off 9300 Southwest 87 Avenue. Miami, Florida. 33176. 305;274-2702 Im ■ Sheet Numbe,. Archl'tectulval Off 9300 Southwest 87 Avenue. Miami, Florida. 33176. 305;274-2702 2 A t7A- *"'1 4 g" V x -", I., Mrx TV x;-� LV 5? AT, A?c All A-3o A, �All 'a, "67 PARTIAL OOR PLAN iZZ-'! SCALE 1,4"=V-0" 41 A; Al J aA A A q� SheetM 4ow Charles Sieger Architectural Offires im� • I �zr�°'�'i.ni.. 1 a �� ��-� v � ,�4 •I I G� �O �2 GI Y W � {�� � A _ � x � �- } -f.- � t W =I - �� " *fie. '. $ � � � i� i' s� i' � { � 3n. IAr �9 .�. 1 BUILDING 8 � � r�' lj Lai � , 4. �h'�. G4 CI a ttt' C4 �� � STORAGE 6 Q. ,s Cto�t�� ci D D C� c �� � r. '. � F 1 t }: S' f.... t 1{ �: WOMEN f. C� j I ' �— � � Y y 1 � �. t �' a �� ��� r ,: � dF'�� x " �; _ c�6 C� C� �� 7 C� ,- ... �y C2O R 2 �O �3Q� C/ 1 - � ,5rj �3 e� C/� 2 ��e x� ,,' - ` � ,� �` � �p �� A i �': FUTURE KITCHEN � k ® � Ttl' n '� Y _ r - � , �� e S 't 3 ki fj F � ... '4 1 ti : a _ �+ 3- 1 9 �. � ��# l YV yY j .,S y d � � t 4J 1 'W � �FH� �. � I `� '�� f k ! � �4. t i � $ 5k y � �r �`Ai9r�%�` 8, "�lR § i�Y �. .A'¢f � r ` ��. � ksa a �� � Ya. � � ®��h (1 i��c � ���E�� :a � � ��-®��� s ral x � tr � �� � _ .�: FIORIOfl ENGINEERING SERVICES i ]4 N.W. �0! TH. BTF EHT NOgTH m1AMl !lnCH. FI. J]lEZ TELEPHONl�1]OSl l6]-a2t2 Issue Date. Job N�mbcr Sheet Number. �..�� M., ff�111, Ff�,'�!;� -V_ zf� r- 'Iger�, z, F, Ff M,� —:F IF WAII M, �kk A V, j, 1 F, 7, W*f­ we IN - "' a kk ok: 'wumvt X -5 -lzI v o sl�- -ok IL 4, i�l "o, IF IF" k; Ilk o of AT 0 o"', _M�g_ I` �:l"'IPF W ZVO( W4 P .. . ..... -X5444':Ilvll� E0,101r,", , lo� W, r- kk "' k IF l 4 A ."ifww IF 1#4 AT" M­­,�­ tF,", 9ok& T "Ij f, UP, k k, ,�;f FFW k� ;4 "S 74, f "k, "P, '14 L, o f1k, Jo f, '78 7, k", f,,f' z 41 -lookoll R11 17"k, ;I1 .-A ....... L 2, kkk W I x Y� ko�­ 7�,, F ru.,­ I V, _4 "I MR IW7 k 1-1- --- I �1, "ll", 1,11, ­5f". lo", k "o, I F'P�� �I, lfko­�"14 Volk v AA­ i� Alle- -k l- - kk� or lokkFZ fk- lk lk o� VX11,VA Ff 'k_Vo1­ F I,l� A"' w f-, OF A, o ,_,�V, To, ­ � 111_�, 5i"'54"� V` of z 1NO vsk­�,4 N to", kj w I ja R:; yw W, .. . ... of, Sd t IF Ag ­11 J oo 'of— il A, F, g NO%'fl- IF W� Vf- �7 -f­`kF �­ Afl, " , :,I A . ..... .. . 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IIIIIitIIIiIIIIitIIIIIIIIttIIitIIIItIitIittItIitItIIIIIIIItIItIF;T IIItIititititititA4 tI4,4 IItItItttt"K a R�r IOki t 0 :`y t g k. z r} A tl .f' dye ZS t - a t' , t' t a F s A Y"x C F v 4 Y � t• i f aJy Y t :ry; 1 1 l ? x c r s � a< ti�4'TKY t t i .d" .F 2 5 y�r S ] 3 s r �y _y , ., s'8.> j •44 ym. �.. ... ..a- h.,.,Nw.�.i��3i v,-....nx.,....>^..a.4. �...- Ym [. x... n. .n ..�..Y. ..... .n>,. 't yi,.fv .�, ... �. i s.n.:. 3Y ,i :=wX' Y : e' , R eE 'xy` tt.<4 \.:te ? 1v».:<: 1 .>5 ;IY<<4, x< �' ,r.: ,1Y` -.nw t f^".. S h:; n tt'>,..: Pn1V4 iG n.. n. e , .. a. ... cv,w. / r.+. .t r. ... fi, -... a. .. _. .., Sn ♦'ii.. r " .,+ ��II q..n .4. >a. e: x ,..n {I .- t n. 4.. ry ... F C +,d ,.., s } Rrv.. :a.. x n ,t. ... .r: .. ...-.n . v _.. .'v , ..,:: .". .. �4 -. Y.e,w. s-... . Td 4. ,4.. >v : i:n ..S v.,.. , .. ! , i -.'+Salt : / +...... .. , .. ., ,.. r� .i ,:.., .... 1._-.} 3i. n' .. ..... ,. :. ..`C . ' ..., :.. 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'✓' t j :na t. ,� 6 � §.:: d 5,. } T •. .ii >` >, .."<`1c r .t 4y_Iv< i. . � ,.: .s �. 1 _.. �t :+*,@k i K,e 1 � f ry ry i .. 3i iCyry A4 a- ",�i\ ;i 'iW}rc £swai :" it: 4'1. � -na fiif p..: f of✓.�< CsY y �l{ __ r ..ti -ry _-> , •".a^. ;., >e ...-:-. � q ..:'m ,.r #. .. �. s �.c"'3*'` .. -. ._.. .x x , ."., -n to i. _ -i-. m. 9a.n". '< a .-n .. k .:.. , v ie✓ f>. j,<_�r, ,,. > . ... .... , a ..::.."�.- ,. �: ...+. ,.a�5' • , 5:.� .s.,-.. -a._ .r ..:. , .L.e". \ -ei„., .. .s. .¢ .1 .... .f_c.,.xs. "Y cl {.. T,11_ - k a. Notes f �� ���.v. t to A minimum soil bearing pressure of 2500 p. s. f is i 7ed. '0, Or to • • f _ --_-�,y 5�i ,*z' _ '�r� r'�a'�m t �v�r��'.� ,v, `'-'� ,�.l�ts :._ �•sY- �`�<''>�€',;� t`�''o'n�,,.iw, = a� ��,a�±��, aA u� - ���,' "r. .5 , e'nr. s 3 `.v '^ ya-�t:.>"•:a r`3 :px' . r y S4't` �"' - P`�Nf, f ks r oR- to proceeding • • • slab IV- �: sus ,. -� 4 "k�•' • •.�r a. >K _.-e}+�*'+ h zx: .:'c ss. t ',,.�.. '„:::?' §(+ :.;-'". ,,,.L, x,� ,k_x,. 4- <. ¢ �, •e3'x?i f : n .:_x„r., `�".' *`. All reinforcing! a _ •conforming a ,Yz-c s"c s'>i:', *4 s r , <H... `,c.x+=... 4^ a.;d X :-rk�.g : r, a -.v:` t E_� 3i'+' ,, ` -� s ..,:a.>a� �,>��'. a3:x�w m� ,:;'I ,�.,,is£;�-,n._„�+rvzEs:,s, se'-"nt ..;���:".. �c..h�. «si xIz'.''�2'._�f'it,,''ks�- ."-w"�,7 °w .,r- ., a":�k'�a3, ,<_ .r�"r ^. ,, ;'�4 .a,.x?*a� =r , ,. _ .. _• Shop coat all steel work or `12. All vert #5 are fvom founde each) fill cells with cone. GENERAL NOTES:' 1.General starts. Contra O"_VE 2. All work to be done in codes and ordinances. 3. Pre -fabricated wood trL set of shop drawings fo.r l ceeding with work, 4. Where wood comes in con pressure treated or to be saturated felt. 5. All concrete stoops and foot away from building. 6. A/C Contractor to submi ith work for duct sizes, Asphalt shingles to be better. q8. All skylight to be self a BOLTED All CONNECTIONS bolted connections to bolted where possible. 1/2 plate to concrete connectii Lag bolts only to be used 4"'threaded penetration pa: No uplift bolted condition; detailed. Lag bolted conditions shal. the fr internal thread diametf '71b -0 44 40, I i � WA&DM, MA, I DIV, IV -W D,:I"f D', rn if AIR, A-1 10, jwt -W &T.,k �R�� E�D,,, � Nt 'e ll�n 1�7 11 ou'r f D DO -D, D 6 i8v �i D"I DID . . . . . . . . . . . . . . . I 7, "Ell .... . -Dt t", I D" ZID, DD, t 47 �,DD I'D 'te 15 All 'NO D� wi PD! Dzx�,,, I -.9999 v omm IF -D:,D It Vt- D,, A OAM �D` W", AXII Iv D.,D, I — , a", 15 D I .�* ""NIJ - — I'D I WIT. D, F i F r 4 t AZf "w 'itR 4 A g•s ,,b�'NY Oe 04 W, x� Yu, %P �'a a rt� q v GG J k� Y fi a :'z F q. q.R 4s? e.7 F f; Y T� c.. vT fr eb r#'esY' ..... . .. ... .. Z 1v -Al ..... .. iN . .. .... Ay� "k,4 Mf w J� `�W C v lv� '20W RA 7MM 1.m 4,1_11 �Mwrz­,­�,',� Zw- `M, 4, I �,T % A­tf � 77 AR _M w DMM Na 91 _k RPM% 0" 0,0 gii r­_ Ki, ga v� "DAM AL pro - s N V't-2 _40, , tl� �A 2, 4 CZ, q, `Kvl"O,�­V_'�Wflt _Vffi M,k F,:'ARMA �x_ no M; 11 t ry t t h Y 4 p < _ s . F'G 1 afYV� S i �kf , Iq A_, 1 .5 r + —:'R e.�..... .. x h 7�1 70 . » + __ A n Mi mi Flo da .�3�, _ -0 Z 2 Southwest 8 ve ue. a 5, .» x < A. 9300 ... d' ,.. ,. ... ,. ... s , r "._ 4 e <.. ii , », • .x � rr ♦ , a.�i .., z .,...... c_ ... .... ..,1 i e .+... 1 .. .. ..:. T` ba _M" • h -_ ILL SI I IF 4 '(5, of framing _ plan 4 it �i UA i L (V v c a— E —I match line II � 2k� i 3 H a o_, Crr) C =14D I �•- 12 ems- il'vo t�M C;'b; Imo) �. r 7uIU 3 r A�xbRF., x % i Q,xB Rh 3 X 1 4x,P R4• Wff', J✓wl(�k-2' 1 C s 3 I match line I 1. Revisions. 1/4 ._.Sheet NunOH. ar es S 'e peI r A hmtec ces ri, i . •.. 9300 Southwest 87 Avenue. Miami, Florida. 33176. • )5I274-2702. 1 • ♦ Vim] .. 91 1 C �z r a a#aa s} ter„ M {x �L , i !1s � n �I3 I.x AxBRh WD. 2 � i CY_ ! t t w: YX 1 iC �-S .2 xn� 3 i • ,� ,� wvpi v r iii elevation ions 4 n y�, a 1p I fl 11 I � I 1 I 7-1 11 �u log, GiN. FI.G(Z x2 L 2oU -6oNwr4 J Charles Si'egQr re ec ur A 00 Souttw st h, .ivr -e. Miami, Florida. 33176. 30 74 270L. ,I r Offices -.. a � r 3 iV5 ADelevations `,'IW . elevations - -- i x � GE•1�K f�'i� .h. section - elevationc. 3 �Vi� � � k £2 �'" SFb-`4.� ? x'S 4�� 7' FR J � �E'4ti.��T�3✓ir • 4v N •4+ >� ` '�!)+ Yu 7i` a i} . WX.. <.l`�4€.' ■ — .��u:h� 9 '� A r'"le Sieger"O A,,,Of**%h*tectufo�*ca Uttic;tfb zs: r.v;-:iue.Miami,Flondu 5.305r274-2; elevation W =M —Nii .... m-!� elevation r. WATT, A R k I k ............... It41 t�7, C, in , 4�1 Sheet Number FL MWOmbinim w ` y S �'Rnv Fg ��i., m•. 31�Y. Y S �NZ � , v'��'d�.34. ya � 4 �•WW${ F c a . • j,5 vxy' .i"� E F k �a^-` aF i� I iii � � Y '"iF YS"�^"°p� �,k ,�� r!mi r'f, A n a Y B` a 3a A ��-w`� �"tom ,#fir_'' � '/. iR• ♦ lr� � ♦ a ter. r,, ♦ r u 4�u ems' Fl +f � �➢" .k�"e4 v xF .fi= ��:r�'sw f � d 3' i 3Fr* detail A -- C �I x • O e.h mm� CA•"t✓✓f,l Fl �� ,� �.,s✓O ,. �` � JD,N' z� 3 2. 7 '4:""'� Tp "k 0, M'-' IF" MV 7, .. . . ... ...... 1-77, 'mr,, IT A Ilk, W I'll T'S t� , VDI'L Aw" Milrkl' i W. im I Mr. W;: WO, Ne­ All, fv�i 1- MA" -16,11a A, IV AM, llx Az -v: —;77 71, 0 TMI&VT3"; iN A il . . . . . . . . . . . . . . . . . YP s"ll fnamuwi 14, V � fforlx`iqw` ft"ll"I",� "I'M Maw-i, AMMA A W-A WMAC V411 T, 44 '-T'T It -T -T, A �t - MT It F� "AAR -lm #a&' Alt TP "'N a WT� :I A"t�� �'4k' :NP I T T 1, �1,4 �k­ T'- T-�' m -'7 1"T `5 14 rp W� T� M'a tf 'IT N V5 I tv jo V, 0 IF fr �v 'a ITT jv*' AW J �"�4 I T T-" IMI T4 �-Rj IT 31 4 I