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LEGEND 2 WAY vALvE CHECK VALVE 3 WAY VALVE TILE - (TYP.) •3 • 10 EA WAY (BEE TYPICAL WALL SECTION) SWIMOUT DETAIL IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. II' SLOPE (TYP.) MAX. AIR BLOWER 18" 5p (2) 8" MAIN DRAINS W/ ANTI VORTEX COVERS /N MINIMUM 3' APART. IN -LINE CHLORINATOR (2) 8" SPA DRAINS W/ ANTI VORTEX COVERS MINIMUM 3' APART. PIPING SCHEMATIC 11• SLOPE LONGITUDINAL POOL SECTION N.T.S. (TYP.) MAX- TO SERVICE PANE WP GFI 10' TO 20' FROM WATER 48" MN. POOL DECK JUNCT. BOX SPST TOGGLE SWITCH WP MANUAL STARTER SWITCH TC 12v TRANS. 3- 12 IN 1/2 COND. PUMP MOTOR NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 ,I I" NON - CORROSIVE IN POOL AREA GROUND COND. ALL BOXES, RAILS, LIGHT, I -SAM 4 1- 15WATT HAL. LIGHT MOTOR, ECT. W/ 0 8 WIRE CUTOOFF WATER ELECTRICAL DIAGRAM PRESSURE GAUGE AND AIR RELIEF VALVE FILTER ��5' g \'4� N.T.S. 2 -"3 CONT. COPING TILE 7 WATER LINE APPROVED FINISH 6" MIN. PUMP W/ HAIR 4 LINT STRAINER 6 " MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END DECK BY OTHERS 2" COVER (CENTER) *3 a 10 "O.C. EA WAY BOTT. CENTERED 0 3 g 10 "O.C. EA WAY STEELTEX FORM, KRAFTBOARD OR EQUIV. TYPICAL WALL SECTION (FOR DEPTHS TO 6' -0 ") N.T.S. HYDROSTATIC VALVE 1 1/2" ANTI - vORTEX GRATE TO BE FASTENED WITH SCREWS 3/4" ROCK BED ( MN. 3 YDS. ROCK TO STABILIZE SOIL.) WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. WELL POINT DETAIL N.T.S. 12" 12" CAP TILE ON STEPS "3 10 "o.c. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S. 1. 12" MAX. RISER HEIGHT MUST BE UNIFORM 2. ±2" FROM UNIFORM HEIGHT 3. 240 SF IN. MIN AREA OF FIRST STEP 2 "X 3e SPILLWAY OR WALL 2" BELOW BEAM POOL COPING 2' WAT R LEVEL- S" WALL W / o/c EACI-4 WAY OR W/ 2MAT5 OE 12" O/C EACH WAY. -L SEE TYPICAL WALL SECTION Cr F DETAILS 2 -8" AUX. POOL DRAINS W/ ANTI - VORTEX GRATES SECURED W/ SCREWS. AUX. POOL_ DETAIL. POOL EQUIPMENT 31' -1" NOTE: THIS IS FLOOD ZONE X UPLIFT CALCULATIONSARE ESTIMATED • • FLOOD CREST ELv, FOR AREA = TOP OF POOL ELY. _ BOTTOM OF POOL ELv. HYDRAULIC HEAD - ALLOWANCE HYDROSTATIC VALVE= NET HYDRAULIC HEAD • • • V w 3 UJ 1153' USE MIN.6" THICK CONCRETE FLOOR SLAB 102.46' N.E. 101st STREET HYDRAULIC UPLIF=T COMPUTATIONS NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. AUX. BEAM 4 COPING TILE 0 cn SITE 5.50' MSL 10.80' MSL 5.80' MSL -030' -2.30' 1 ' - 0" 14" HIGH BENCH ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD N.T.S. RESIDENCE M.E. 11.10' SCALE: 1" = 20' 31-5" 2 1/2" TO PUMP POOL FigOlilli iEt 1 S: seul.Ct "c)51NG/ SE=LF-LOCKING GATEs FiEQUIRED FNCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST RE.'-.:PLACE WITH A 4' FENCE ON OWNER'S PROPERTY 7 t i )0.rai�'jCo 1 . REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS ANA DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF HORNER CONSULTING ENGINEERS AND 18 NOT TO ISE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HORNER CONSULTING ENGINEERS. HARRIER NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED 4 APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION F.B.C. LATEST EDITION. SPECIAL PROVISIONS:( 1. ALL SWIMMING POOLS, SPAS AND HOT TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANSI- NSPI -5 -95) 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROUJNING 4 INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)" ALARM NOTE: ALL WALLS THROUGH WHICH A DOOR PROVIDES ACCESS TO THE POOL SHALL BE EQUIPPED WITH .4N ALARM AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. 30 SECONDS AFTER TI-4E DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD WITHIN THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARLY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54" ABOVE THE THRESHOLD OF THE THE DOOR LEGAL DESCRIPTION LOT: 22 4 i K: 35 SUBDIVISION: AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 PLAT BOOK:10 PG: 10 PUBLIC RECORD OF: DADE COUNTY, FL PATE 12/23/03 4' -0" MIN. PREFAB. LIGHT NICHE 15 VOLT LIGHT NICHE DETAILOR LESS. REVISION REMOVE HEAT PUMP 3/4" PVC COND. 1 #8 SOLID COPPER BOND WIRE TO TERMINATE ON POOL DECK APPROVED ERWIN W/P J.B. 0 JASON W. RICE, PE. LICENSE • 58142 Jo* M. CARROLL J. PE. LICENSE • 41610 z W z 1— J U) 0 U w z 0 co co L[) m W LL W J Q 0 1-- LL z Iw 0 Ln N L!) 0 coo 1' N r O z lL. O O• N r LLfl 0 z W z Z a. 0 j) U 5 S -F3 m • re) ELECTA)CAL NOTES 1) ELECTRICAL. OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED (SEPARATE) AS INDEPENDANT CIRCUITS F ROMT}IOSE IN THE HABITABLE AREAS. • 2) NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 3) ArC COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATO 'L 4) MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 5) IT IS REQUIRED THAT YOU CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY Wini FEDERAL EMERGENCY MANAGEMENT AGENCY REOOIREh1-NTS. K11G4 UI 0 R Ba >x ROOF UCHT. SWITCH lCC. : NOTE: SUOKE DETECTOR SHALL BC HA (110 VOLT TYPE) 10 A NON-SWTlCH&9l1 KITCHEN OR BATH ?OCu UCHTING CIRCUIT. WITH RATTLAf BACK -UP ANO SHALL NOT BE CONNECTED ONTO THE LOAD SIDE or GROUND r.uLt Ci; CUrl INIEFRUPTLR. All S\JOKC -DETECTORS WITHIN EACH- UH( sHiLL BE . D.TERCOnNECTt SMOKE DETECTOR CONNECTION DETAIL NT$ SINGLE POLE SWITCH T.V. OUTLET TELEPHONE OUTLET MOTOR JUNCTION BOX 4 X )1 PRINTED ON NO. Ilk _! CIL6RPIl1NT SWITCH 0 THREE WAY SWITCH DUPLEX OUTLET (GROUNDING) SINGLE OUTLET (GROUNDING) SPECIAL PURPOSE _ FLUORESCENT STRIP LEGEND SuOKC DETECTOR UNE SIDE OT SMicH INCANDESCENT LT'G. WALL BRACKET TYPE FLOOR OUTLET INCANDESCENT LT'G. CEILING MT 'D TYPE POLE LIGHT LIGHTING PANEL 11 METER 120 V. P1(.SE CONDUCTOR NOTE: NO OTHER UNDERGROUND UTILITIES WERE LOCATED BUT MAY BE PRESENT.- DIG WITH CAUTION.- CALL UTILITY.LOCATION CENTER BEFORE YOU DIG. INDICATED ON PLANS INDICATED ON PLANS TYPE: Oli L. SERVICE: VOLTAGE: 120 /240) I p, ?' V MOUNTING: AMPS POLES TOTAL CON - V.A. DUIT �0 o 12A'o 1 �0 2 45o 1 /2 20 20 1 C.- !/I. &17 eNmp • 0550 SERVICE SIZE = D.- NEUTRAL LOAD WIRE REMARKS VtIkFI E 1 3 At /& AH U 10 u.i1 9 11 12 • IG. 13 12 JAG° .Vc 15 12 h M L)L APP 17 14 1 . :‘1 =Igo t E L E C T R I C A L L O A D 1�0 LIGIITINC, SMALL APPLIANCES 3,000W @100X= 35X= RANGE x 0.7 = DRYER x 0.7 = OTHER 115 V APPLIANCES TOTAL NEUTRAL WATTS = rt,NNoo-ilDN P1') PANEL CKT. N° 5 7 / 19 21 AMPS 1 6 I. 11 ok 23 25 27 29 31 33 35 37 39 41 A.- GENERAL LIGHTING LOAD: 17% t--0 SF @ 3 W /SF = 13.- SMALL APPLIANCES CIRCUITS x 1500 = I1 11 11 11 3,000 WATTS 2 4_ " I b400 DDo 2 Z� I �j WATTS = CKT. REMARKS N° 2 1 1 1 1 1 1 1 1 1 .1 30 32 34 36 6 � / Gt1 8 10 1210Q.1-- 2 VIAb l'i e I2 1 /2 14 pV)fri D*Rek . It V2 MOD 16 01M I, erI.. 12 12 I �j " o 18 / • i.1 r• IA 1/2 l� I 20 1 22 24 26 28 38 40 42 C A L C U L A T 1 0 N FIXED APPLIANCES: RANGE: I4,_v_g_o • REFRIGERATOR: 1 DISHWASHER: j ' l WASHER: 1 1 0,9 DRYER: Q COMPACTOR: � WATER HEATER ; ,aa. -4A(1 tL I I CONNECTED LOAD LESS A/C = 10,000 W @ 100 X = 10,000 WATTS 2/o0Q$W @ 40 X = tO2A9 A/C (OR HEATING) @ 100 X = _ 10,90 DEMAND LOAD = 0 •O WATTS = I AND WASHER: 'goo, IN I 1 f � I I rv6. ,f a. WATTS 'Op WATTS AMPS WATTS MAIN BUS: 1Oa • NEUTRAL: 1 NNr* • MAINS: LOCATION: G)1 H. FEEDER: I i r /�.. PrL• I."� e).1 FED FROM, 1.1� j� 1✓- MuIg 411 V 2. 11 11 11 11 11 1 1 3 =3= =3333== -41 11== -3- 3.2333 - - -=3- .33332333= = = = == ==713 WATTS AMPS WIRE CON- OTAL DUIT V.A. to D00 119 000 12 I/2 ,, o I moo 01G 150 Igo ANl• e . w . t FANeI.',✓/NAItJ • To o' GjD.fJUN��NG� G nu 60.6ev ev Vii'• Po1-1 v - 0/411 ,r. hju0 -ou'(• ELECTRICAL RISER DIAGRAM N.T.S G POLES 1 3o 5o 1 20 L 2�0 � 8)EDROOM G ~ow NOTE: 114 r- - ruJ (> r criy i k H r * , r TERRACE 4I) 11 mi l_ _ - • • AO A Tr C� ,.�,.......,....: 4141 1 0— FOYER 1i ENTRY '3 V is -,4 ELECTRICAL FLOOR PLAN r —.1 i A.A. 11 SC: 1/411 19 l � t ...; I{1 , , MIN...: ■ r - Et:EC- — PANEL a 1 #r ti -e NOS E I ELEC. METER REVISIONS h. to I 0 1 to 3 ?,)) 8 ,..1 I 0 = 0 1 aQw O w .J N V g K z u. s g is. a 10 Q� . V 0) . Oa I 0 0 `i 'A ,.. ,i Woos W . two c4 es w o� LL 0ON LU 0 owo LIJ ( w 1- C o DateAUG 30 Scale 1/411 Drawn ,Pr Job 9510 Sheet of 9 Steels BY REVI$IONS ' BY , . . E.G. & ASSOCIATES, INC. 030006576 CONSUL,TiD_ G CIVILj$TRICTURAL, ENGINEERS 336 SAt. .62nd ' Avenue, NNW, . FL 33144 "Phone 267 Ian ` 262 -3958 { E T OateAUG . 3(05 scale 114 . Drawn R. P Job 9510 Sheet . 5 Of 9 sheets (. 10 PsP w/o E OCP GO't RG.) q ~ : OO25a (K) (IV /),.K= . .0, 1: 1.05, 1/: 111 MP11 q s 21.32 F $F . FRE$$URE = q ( cz Cp -6Gp : 2 - .9)- ( -.25) PRcSSURE : 39.3 FSF NET UF'L IFT = 39.3 -10 = 29.3 1 B-I01 a 12 "6 . w VV .4-4 5 1 $ IN B-102_ O A I iD�1G . � t� .1/ / 2 Tar .. r fip, / 111 A 2 22 f 1Idwe # »o SPF.ATWING NArLED TO TQ.,39 t 2x4 e! OCiQ4 ,, d NAILS:* 4 O.G. 1 x 4 P.T. NAILER S -4UR.D TO $ t.ID CONC. r Ado • 14' OC. (TYPJ •a C:4LY. MTL 6T a' x 3' CONC. PA K?. 8M. U.1/ X- .RACING TO HAIL ED TO 2x4 3L OC INCs c1,1/ 4 r.d NA!t.6 c; = -A. ,NP a 3' - OC. .IAX :d.ONG GA1.« FV (e A. t�t�ss AT 2 4'' .' /G ) NAIL �TTCM _411 Xri $ GkcRD TO P.T. NAILER /i•x4 -'J 01-%A06 * 24' OTC. z3' x 12' CONC. T/@ U/4 - • 9 standard - ':gable end detail DESIGN CRITERIA r r . r r r 1` ■ 0 r r I 1 2 - ?6d rWtt.9 TO OUTLOGKER Ti,^U TIRL.SS 2X4 F3LOCK■NCs 2 ed NAIL TO R,RRiNG STRi P. x 4' LEDGER NA!LEc. to T'a ee. 1 WiCUT NAILS s 3' O.C. not to 9 Colc{ 11oaf Ve-OrvNL 1-f lw sp 9r /2 K.ff `5 1-1F\ + w/ - I' J F J A 1`1 1 c li- r' M-' red fri 11, 2' KO .3 x -eRA cING • 4 AT OvE Rt-4AN s: F'RE55. 21.32(1.32 X.a +.9) I;3 FSF NET UPLIFT: o1.3 -10 a 51.3 U SF LATERAL BOTTOM CHORD BRACING --a mme.AT �PA 1x3 R,:RRING STR,P CR 10 GA MTL. CNA*INEL 8'- 0u LONG MIN. 2 x 4" WO BRACES LAPPED OVER A MIN, OF TWO TRUSSES G ENDS It NAILED TO, TRUSSES W/ A MIN. OF 34 $a NAILS VEA. TRUSS. BRACE SHALL BE INSTALLED A MA OF $l- 0" 0. C: (TYP. ) 12 - 1 vi ll • - - RUSS - 2 NUF. ) TCH:4 *k-- ROOF FRAMING PLAN SC: 01 24 X 34 PAINTED ON NO. 1000H CUEMPRINT • REVISJONS BY 1 ` '40 4 { O,r, , - . ■ • ASSOCIATES, / �UMC. E80006 6 ; C UC LT#Gr" IVIL/STRT b ^ ERS 326: ' 62nd °AveAue1 Miami - -,FL: -3146 Phone- 267:-9680 26;,-39.54"$ E r/m/ (7/2//,, oateAUC 30h)5 scale 1/411 - . Drawn f. R Job 9510 Sheet 4 Of 9 Sheets ( e--- F � •_< F 2 1 Vi i i A6 1 X I , 1 • {'�D V/ �� (D !l Q.r 4U Cp 1' j°4 CONCRETE:. 4k - QHC f Foi FouNOATIQNSI - SLABS ON pRAQ SI4ACt. , REAL 2 S ▪ I. =,COMPR tic in) STR Tlt Ar 28 DAYS,;- f ANO A ter CO ► . RO14TER CELLS.:: SLABS ,GRADE- ANO TI :BE,Ai1$ *Alt. L REAL , - 3Ooo4R,SI. MIN. COMPRESSIVE .STRENGTH AT 28 OAYSj;r'QNLE$ OTNEREWISE NOTED'. REINFORCEMENT: ;ACS' REIN . STEEL TO 8E" A,S.T.i.1. 615. CRAOE 60. W000 :�` ALt. LUMBER .SHALL HAVE, A MINIMUM FIBER BENDING S OF 1,000 P.S,i, ` ALL LUMBER ,IN CONTACT WITH CONC. SHALL BE PRESSURE TREATED ANO HAVC'A MIN. FIBER BENDING STRENGTH OF 1,200 STEP l STEEL; CONOECTIONS SHALL BE DADE COUNTY APPROV 0 AS PER S 1' 8 MINIMUM - COVER ON NON- PRESTRESSED STEEL;CASTAGAINST Sc PER 1r1. EXPOSED TO EARTH 4 3't EXPOSED TO EARTIJ OR WEATHER, #g BARS OR SMALLER d 1--1 Z'; #6 _ BARS OR LARGER ©2 "; NOT, EXPOSED TO WEATHER OR° Gt OUN0' CONTACT,(SLAQS, WALLS. OR JOIST)/j11 BARS 012 SMALLER 0.3/4. (BEAMS, GIRDERS, OR COLUMNS) ® 1-1/2'. • MIN; HORZ. CLEAR DIST ANCE BETWEEN BARS IN A LAYER: BEAM$: -; t MAX. OF ONE, EiAR DIA. OR 1' WAT...St MAX. OF ONE. , AR DIA. OR 1" MIft..VERT,. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: 1" 'p • MAX. RE8AR SPACING (CLEAR DISTANCE) WAILS St SLABS: MIN. 0 4. T1MES THE WALL OR SLAB THICKNESS, OR 18 ". MIN, - .SPLICE TENSION L P LENGTH IS 12" SPLICES -FOR .p BEAM REINFORCEME T,SNALL RE A" MIN. -.OF 36 BAR: OI • 18 - WHICHEVI , IS GREATER. SPLICES I014 COLUMN REINFORCEMENT . SHALL OE 30" MINIMUM. "A$-001311 ' A.L. CONCi MASONRY UNITS: SHALL HAVE A MINIMUM COMP5.STENGT1 - 1 OE errT' 1.200 P.S.I. ANO' SHALL COMPLY' W flI CNAPTt:ff 21 OE ALL MORTAR fO B €: (PE; OR BETTE • r .. 24 X 3• P11{NTE° ON NO. 100044 GUM P/1041' FOUNDATION SCHEDULE: -1." C4 FI G• G I � '/61x ( � f1 , (o /! � �f 1 H 411 -t /V . e' 6 H 11t roL-f r;-tylet>1 0Ag41.". ev 1j reP Ht4-. WF 8 01 1C-Wier' *1-0' '6•- 0 1N1c4t j Perpl 1- 40 WF- [6, 1Q1 1(, fa4it jtfi-j 124 COLUMN SCHEDULE T.C. 121 typical bar. placing diagram y 6 •' TRUCfl RAL. QP eTEEL C C a- � . - TIC GGL- I-1 t-1 )f -ii' V IE' - jIa L- 4-40 n 12 11 p.�. . -kndnrecd, 1 .:LL 16' fa 11410 tt V A T Jr p 1 -11t'!• (-rr) ._I. �� � ,�Jr l,Ul�l�l '��� (, V 'j. . %� (e_■ 8 + CIA'16 ),IH1• ' il f 4.* 6. W- 6 ' o e . . c3 I 2 1 NQ ./QdG. I 114I Y 4.. 12 x 2 d 1 LuMCI . V' - c J }�q)y 4 02. b ���l - -� ` � . ._.-- ^'�..._�,___"`.,�`'� - -.._ -J /`- Gjj��i G >1illr 1I't' o a1evu 0 ( BOTTOM STEEL 11 111 EXth.NO COL. STL. TO T•P OI' tl11 eM. ReINFCRCING 1 Tie CCL 41`1 RE NFC CENG__ _._ x_ 11.1 111111 r i 4 T. c, It sti. coif d to is a. A 'CGtC,T:s . t3' • ; 4;1' ExP. BOLT (4) RE4 0. ' a• .( a• x 'b • in. C a CAP 9Tt.. PLATE Sty` • kI4. 40 Ay 61 ease • cop Fd ATg 3• •X 4T es/P.ect,T (4) REGk O. • ca'CCNC. eii. U.1.12)-• 4 gGd �1�: a / • 1r • '' itiil uina Elltt111111 , t.1111 111. 1111:11111M1111111111111111111:. u-I x k . J , �:. 1 1 0 1111111111111 UI11111I11111111111111 11i1i)II1111111r111111 � -0l • II 1 1•.lr • TC r 1111!!f �IUlttilllli'_ 1 �� F i l r" 1 °I I - 1I II 1 --- F2 1 1 TC 1 F 11 r- 1 11 21-1111_ 1 L - I 0 11 2 1 0 (1 FOUNDATION PLAN IAN SC: 141( • • • MAXIM OVFE -HA 5 Gi De. of , Lim i E-1 Mum •s. "cu n,i ;l X UM= '" :e Kv PINT; 2: -10 (EEMI a 1 1. w ! 1331EiC1Ntla NM SCALE 1• SPACING : 21• D.C. TP1 711 OESICM AL STRESS INCREASE • 11x OVERHANG D -- TA 11-5 2411 Tn 2�C i, • 0' APPROVED DADE TRUSS CD INC oTTi: . to 2X3 ,24! ace BIER 1-ldT1 � MINIMUM GRADE= pF LuPIBER TOP T:IIURD:2 *4 No.2ND 19 SP rinT CIlfJPtD:2 #4 No.2ND 19 SP WEDS :2 *'1 N0.3 19 SP GALVA1 J t7FD I II= HA*FUER aY aLtz TYF) 2ls- AND cA MF =. % 2X4 PLAa- A -a 72 1 16,1, Z "O \'F-' t t'? t<D . S, PN D e.") IE 2 5, sa, cur LnP.DINC (PSF) Ti1P LIVE 30 111; 15 11OTDU in - TO L 1165 2t/LANE) oV R(T ) 12 PLATES ARE MUTEK 1120- 250,216 MANUFACTURED FROM ASTM A 146 SAD A GALVANIZED STEE1(EICEPT AS SUOVN) PtAIE MUST BE INSTALLED ON BOTH FACES OF JOINTS SYMMETRICALLY(EICEPT AS SHOVH)DfESISN CONFORMS MIDI MDS DESIGN SPECS AND ESBC TP1-4I THIS DESIGN 15 FOR TRUSS FABRICATION Dt0_Y.FOR KAMAEEN! AND - TEMPORARY BRACINS(IOTICHIS ALVAYS REDD)CONSULT BLDS ARCHITECT OR E`RGIYEER - COUGR 715 F3E.A,v1 (7(1% 2X4 I l; Dot- TEP T( i3EAk/1 1/22 GS 0 41-0 O.G E (LW JCANE CUPS (t3Y c?I- VZ.S) t2 °TD - 1 NOTI= : E5 7t S 1 TFLAP A1C 1 oT2 SENT \ L - T - oP ceNOgv �'fZOC� %� b"BY.`PRo.TFCT= LNG, ._or?. A l DeTAI►. NI. t t E- � �cCo PL. hz. 2:( PL .dl . ..�. .2x4 Col T, PLAT L_EDCJER 1- 1URRICAI -IE G1-IP oNi r.)- 141.1CC, txCo #'L. 2x3 , ',' 4 111°. ' A I I g ei 14 DES. BY, : l=.1= • cuECZEn BY : S J, 7 DATE t 9?t0/90 CAROM: .111010. t.^ REVISIONS BY , - Dale AUG. 30/95 Scale 1 4 Drawn RR Job 9510 Sheet 3 0f 9 Sheets 24 X 31I PRINTED ON NO. 1000H CIEAAPRnNT • 4 1 e ECOND MEANS SGApE WINDGli.e EGRES$ IUINDOW A8 SE,G1 MEANS OF ESCAPE TO NAVE AN OIITSIC,E WIND< 111 OR DOGR OP RAMES FR611 T 4E INSIDE WITI -SCUT TI` f 113E Gf TOOL AND P} VJ2ING 4 CLEAR OPENING G NOT LESS TI-IAN 20 I. IN WIDTH . 24 IN. IN NEIGNT AND 3 9QFT. IN AREA RIGHT ELEVATION 1 1 sc. /n�� PVC ;{r{ 6i .. •/ ■■•+-e.w.+. • 101 4 4 ll x ' :rt r ) G�MO�T� f *k: • - .._ _�._.r._T� - _� •" - ., - *__ Zwo■:� — --- Ci • .11; .3.Mn�z r . ; q_ 3i+a. ..•w...�•► _ REAR ELEVATION sc: i/au wowP rI . H .1 1 ! 12 L Ff�l 1 • FRONT ELEVATION Pou • S �v G�' a - ,.r -^ ter` � ___ `"?'11,1 �P 1 LEFT ELEVATION - SC: I X4 SC . I /4v1 o�K�IM (TYr ) 1 GENERAL NOTES: GARAGE NOTES : and for housing provided with a location on the 14 X 36 M PTE° ON NO. 1000N CLLAAPAUNt • P _ r GLASS DETAIL 1. the Contractor shall verify all dimensions, elevations and angles and all other existing conditions prior to commencing any work. Contractor to also verify and approve all information on drawings. Acceptance of these plans constitutes approval. Please notify Engineer by certified mail of any conflicts or discrepancies, if any. 2. The .Contractor shall furnish and be solely responsible for all temporary bracing and shoring required to maintain plurnbness end stability of all structural elements during construction. 3. The Contractor shall obtain from all subcontractors the the final approved site and location of all openings to be provided, for respective trades. He shall be responsible for location and details. 4. All concrete for foundations & slabs on grade shall reach 2500 p.si. compressive strength at 28 days,' and oil columns, grouted cells, slabs above grade and tie beams shall reach 3000 p.s.i. compressive strength minimum at 28 days unless otherwise noted. 5. Contractor /owner shall be responsible for verifying required grade & finished floor- elevations with repect to Dade County Flood criteria, existing crown of road elevations, Federal flood criteria or any other governing body. 6. Owner and Contractor shall notify Engineer in .writing, by certified mail upon commencement project. 1. Provide 120 Sy.In. of vent for each car at floor level. /motor vehicle w /top of vent 51 7 (Max) 16' x 16' louvered cement block with screen. 2. Provide 2 x 6 P.T. wood jamb attached to wall w/ 1/2' bolts a 24 (fasteners) shall not be spaced more 6 from top and bottom. 3. Garage finished floor elevation to be 71 below that of lowest floor living areas. 4. Enclosed space used for storing motor vehicles of the enclosure reading : Ganger ! do not operate Carbonmonoxide emission such signs shall be plainly less than 1/2 inch. CK SC: 3".1 combustion engines in general shall be permanent sign in a readily visible inside face of any one door to outside engines with door closed. is lethal. worded w/ letters not 5. Provide one hour fire resistive partition to under side of roof deck thru eaves & overhangs. CEILING: 1'1x 3° furring 16 one layer 5/8 "type X gypsumboard, 5 d cement or ringshanked nail 6''o.c paper tape embedded in cementitious compound over joints exposed nail heads covered w /compound and pro- duct approved insul. of fiberglass or mineral wool bats or blown in fiberglass mineral wool or cellulosic insul. having a min. insulting value of R -11. WALL: 2 x 4 wood studs 16 on center w/ 5 /8 X gypsumboard applied vertically or horizontally nailed w /6d cooler nails 7' on center w /end joints on nailing members. *W el') ') •., 9 -- xP h • tl I1' At-I- �• . ' ratiFiD• � c; f . -DNS (1) - Ye.T. �°- p t-- 2 Al-. GNAN01. C?-1A1 -1 , 4 KILL • -?'v 2 h K.f, IUD IF11Ut.. /2 W /P) G 'fr. WS( L1_ IPANIA v at-) i?1.. w' ' fUP7P1I1. Ti ' & 16 laic., Id �9f',GG� V/ 9 61A. W I 2 /2..4 MAX. I.1, Pi v ►J TALLY o. ( II rf) (P 34IS}f ( TYPE EGRESS) 111111111111 1 1 13-108 lIffIIL UTILITY _NE .L�## #### zefe., ~or r • =1•1•/ 1:1111111113 .. _ _,. _.. N111111 111111111111111111111111111111111111 11 41111 — 'v 1 1 KITCHEN 10 -4 le FAMILY ROOM 1 n�1 At' ( •' B - 102 34 SP (TYP EGRE TERRACE 1 ARCH 10 8 fi mmrznn�� \' DINING -ROOM I'L 1 ARCFfi\v,i FOYER 11 v14' 11 o 4 o GCA BLOCK 23 SF1 1 11 23 SH I12 o lI —32 SH FLOOR PLAN i co l SC: 1 11 11 N 1 7 t .1 REVISIONS 0 J v Z a J (1) 0 lD �-� n < u)) ` ° 0 L! 0?m 0 0) o t_o (.0 to co C J W • �?Ui 0z o ozaz w O Ma REVISIOINS , BY "1 -I2 -fit? tai'. DateAUG, 30/95 Scale . .-— Drawn R.P. Job 9510 , Sheet Of 9 Sheets' I I I M I , A � ri M i4 GYe 6 -1 c; o 1.169 - fAl-1P • t_ 14 X 3• 1.140411.0 ON NO. 1000N CICAAPAWT • SEPTICTAt AINFIE D I. S.E.KIC TANK 4 __GAL. (MINI ORAINFEILD Q. FT. (MINI INvERT.(4 o,tAINFlELI? TO.BE NOT MAN /, 8 SEA LEVEL DATUM (NOVO INSTALL 42" INCHES OF SAND UNDER IHE BOTTOM OF DRAINFIELD lo LEGAL DESCRIPTION: i pf / oval-- 10 M - J o >� �rf� r,a kM,IC ' ,1 ( . I IGH NEW WOOD FENCE-- 101 STREET , i ft- i (L��'t GI% DING GD UIJ�`1. Ld eic W z SITE PLAN sC s I =IGII RIS INSULATION REQ. TR1.J89E8 E3Y OTNE P:ZS ' GYP. I3C). I' x 3' WO. PURR. STRIPS 1' x . 4' P.T. WO. FIRE3TOP , 1/ 6YIK'. ep, oN 11 x 2' 1.1.0. FURR. GTRIP3 s VI" OTC. : O INSULATION 4'114K. CONC. SL413 x x WILM ON 6 MIL. POLYTNYL vAPOR 13Ar*IIR 11.p. RASE tan. C:oMPACr FILL TO t % PROCTOR MAX. DENSITY 1 '2' ExPAN81oN JOIN? REQ. I LIF r T ;< Jr ( )C✓U i'AN�t : f t 2 si2FALL E 13 SAFcTY E P, jv i v 11 1 i �` r 1 / N a0 wall section SOIL STATEMENT: ON -SITE vISUAL INSPECTION REVEALED SAND 4 ROCK WITkI A MAXIMUM SAFE ASSUMEABLE BEARING CAPACITY CF 2000 P.S.F. IF OTHER CONDITIONS' ARe ENCOUNTERED, PLEASE CEASE WORK AT ONCE AND NOTIFY THE ENGINEER, IN WRITING �/�, NAI LE.b TO TRUSS @ Cv AG. 1H OUP HOU T U0 /& NAILS COV_ DD l / �o ' :? LT T.o. uI/ aKb H ULAK 5urlp /ca c sHee f flolt Hot Morrep cwt:$ It / M N� 1� C Mo� • g� YelDVID '(rie pDI,!.JININ(t wpol2 t i i /rAW DVS a • TA 20 NuGN ) W /i-f ( I.� riV `1 -! 1 NM.* 0 'u- f, - I,Il x 4 1 HIt -T1 ‘ VOP r r' /IG. n. thC 26 GA MIL. SAVE t'RIP . :3 1! 1 1 1 NOTE; PROvIIE I4OIRIZOJTAL JOINT IQEI 1'QRCEMENT 15ETWEEN EVERY OTNER COURSE WAIN. • m88 TYPE. REIN:. TO EXTEND INTO TIP COLUMN MIN. 4'. r .. 16 °x Ic'C I 11 x � lI '� � STUCCO 4 wing LATH UJ/ 3, rt%Il O rF I Lt-I/ 4 22 G 6 O.G : ROOF VENT t ING cT SCREEN e. x I2' CONC. TIE t3M. LW (41 - 4 • 48' 0.C. NOTE'. FIRST (4)-P co IQ•JER i TO BE 12' 01 . ' STUCCO TIE COLUMN $TL..I3EYONI, II I x 4 I (M 4 11 4 ram ( MAX, LirA6. *j. I 4 AI L. c I- t�t�l� -orq i ICI$ o II 1,1 61 It P.A11..0-461W1-1 X 5 r A-0 (3 r r DADE COW ' , i I f R E 1D 1IUrMENr w/ (2J•�'5 Core sE L DC4. PERMIT t/ ON -SITE WATE.fi. MAIN EX ir G∎ON 2-- • WOOD FENCE TYPICAL DETAIL sa i�z This safety alert symbol Is used to attract your A attention! PERSONALSAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION Identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES it is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the proje ! Architect' sorEngineer 'sdesignspecification for handling, installing and bracing wood trusses tot a particular roof or floor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, buitding contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, NIB -91' from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. I ® WARNING: Do na b- tion begins or lift ot bund d trusses anding by until the installa bands. A WARNING: Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A GANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal Injury or death or damage to structures. ® WARNING: A WARNING describes a condition where faiture to follow ISICUCt1OS coulij result In severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 - 5900 personnel inthe wood truss industry, but must, due tothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing shoutd be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. J DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on trusses which are Tying fiat is extremely dangerous and should be strictly prohibited. Tag tine WARNING: Do not attach cables, chains or hooks to the web members. 60° or less M Toe in Tag Une ' WARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed - loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Sirongback/ Spreader8ar Yi to Y. truss length 0. mom mar Spreader Bar Toe In Approximately Approximately ~- -'� 'A truss length truss '/: truss lengg th Truss spans Less than 30'. Spreader Bar Approximately Y210 Yi truss Ien.th Less than or equal to 60' ground *takes _44 CAUTION: Ground bracing required for ail instati'ations., GROUNDBRACING: BUILDING EXTERIOR Less than or equal to 60' Tag Une Tag Une France 2 Tag Une At or above mid- height Strongback/ Spreader8ar Greater than 60' Tag Line CAUTION: Temporary bracing shown in this summary sheet Is adequate for the Installation of trusses with similar configurations. Consuft a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing In accordance with TPI's Recommended Design Specification for Tem ors GROUND Trusses, DSB -89, and in some cases determine that a wider spacing is possible. p ry Bracing of Metal Plate Connected Wood BRACING:BUILDING INTERIOR Typical vertical attachment Ft.. End Wdl r e Strut ( Ground Brace I Verticals (GBV) V Typical borizordal tie member with multiple stake* (HT) 10' *4 of braced oup of truasee ! SPAN MINIMUM PITCH .. DIFFERENCE TOP CHORD `: LATERAL BRACE SPACING(LBS) ` TOP CHORD- DIAGONAL BRACE' SPACING (Das) c' [# trusses) SP /DF SPF /HF IUpto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer . Top chorda that are laterally braced can buckle together and cause collapse if there is nodiago- net bracing. Diagonal bracing should be nailed i to the underside d the top chord when putlins r are attached to the topside ot the top chord. DF - Douglas Fir -Larch HF - Hem -Fu Continuous Top Chord Lateral Brace —� Required Continuous Top Chord Lateral Brace —� Required 12 4 or greater SPAN Up to 32' Over 32' - 48' Over 48' - 60' TOP CHORD LATERAL BRACE SPACING(LBS) 8 6' MINIMUM PITCH, 4/12 4/12 4/12 5 TOP CHORD DIAGONAL BRACE SPACING (D8S) i (# trucres] SP/DF*' SPF/HF 20 15 10 7 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 5 SP - Southern Pine SPF - Spruce - Pine -Fir PITCHED TRUSS Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puriins ate attached to the topside of the lop chord. SCISSORS TRUSS WEB MEMBER PLANE 12 -- 1 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A A W ARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings. - • '-- Permanent 1 continuous lateral bracing as specified by the truss engineering. 0 • Frame 4 MINIMUM SPAN PITCH Up to 32' 4/12 Over 32' - 48' 4/12 Over 48' - 60' 4/12 Over 60' BOTTOM CHORD LATERAL BRACE SPACING(LBS),- 1s' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) (# trusses) SP /OF SPF /HF 20 15 to 7 6 4 See a registered protesslonal engineer OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. I BOTTOM CHORD PLANE I Cross bracing repeated at each end of the building and at 20' Intervals. GENERAL NOTES CODE REQUIREMENTS - Private swimming pool and spas it comply with chapter 424.s Florida Building Code. Mechanical Requtrements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built to place shall conform to the Flortda Building Code, Plumbing. (42423). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entertng into the construction of swimming pools (Spas) or porttons thereof shall be of a type complying wtth the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1992 "Standard for above ground / on ground residential pools* and NSPI -5," Standard for residential swimming pools* publtshed by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certlficatton: All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing Facility and comply with ANS /ASME AI12.198M, "Suction Fittings for Use to Swimming Pools, Spas, Hot Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa if the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a stngle suctton inlet, or multiple suction inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" grate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Ptptng 3. Other Approved Devices or Means Suction inlet Per Pump: A minimum of two suctton inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planes* i.e., on the bottom and one on the vertical wall, or one each on two separate vertical wails. These suctton inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fltting(s) Shall be located in an accessible position at least 6 inches and not greater than 12 inches below the minimum operating water level or as an attachment to the sktmmer(s). Valve - Valves shall be made of materials that are approved in the Florida {3uilding code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - 411 pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or atr pressure test of not less than 35 psi for 15 minutes. Per manufacture recommendattons, no air test shall be approved for PVC pipe and fittings. Sec. 4242.12.1 Pressure tests. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and tnstallatton requirements to accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and gas supply requirements for water heaters Sec. 4242.14.1. It must contain a thermostatic or high- pressure control switch so the pool water does not exceed 104 degrees F. Sec. 4242.14.4 water heating equipment shall be installed with Flanges or union connections adJacent to the heater. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas Sec. 242.15 Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residenttal Pools shall comply with section 4242.11.1 through 4242.113 Ladders and Steps - All pools shall be provided with a ladder or steps to the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs or underwater benches / swim outs in the deep end. Filters - The enttre design of matched components shall have sufftctent capacity to provide a complete turnover of pool water to 12 hours or less. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific a pltcation. Sec. 4242.132 points and connections, FBC plumbing Sec. 605.21, purple primer required On PVC piping. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fractton thereof. Hydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device shall be installed. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.TM. 615 grade 40. Soil Statement - Based upon rational analysts, the soil in this area has a 1500 psf sage 'oeartng capacity after excavation and compaction. Should any muck, marl, or other organ1G soils be discovered on excavation. They should be removed to their entirety. This pool requires 1500 psf bearing capacity. Pool Staking - This design engineer assumes no responsibility for pool construction to easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shall verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. Mtn. clearance dimensions shall be held as required by the loca regulatory agency. In general, hold a distance of 10 feet from overhead electric lines to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect extsting structures From failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the safety of existing structures. Backftll - The contractor shall backf111 the pool shell with cautton. The plumbing shall not be disturbed. Backfill Shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90% of the soils maximum density. A professional engineer will develop soil placement. Warning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be elimtnate¢l cd6 *KsFi4 tttas.(cotook:141tesitSloettirst7itesserastalTeesairieter utidst consult a pool contractor or pool repair contractor experienced Jr eliminating uplift pressures. FBC -2001 Sec 4242.9 water supply, local) ord. "2853 -95, backflow required on water service. Diving - No diving board and no diving is allowed on any pool less than 8'0" deep and specifically designed for diving. This pool 1s not designed For diving unless specifically stated on the site plan. Horner Plans - This plan remains the property of Horner Consulting Engineers, Inc. It is not transferable From one contractor to another with out written permission of Horner Consulting Engineers, Inc. 1 THIS SAFETY VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPPMENT OCCUR 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WiTH A COVER THAT COMPLIES WiTH ANSI/AN A112.1923M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 6. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THEI I/2" VENT LINE LENGTH MUST NOT EXCEED 30' N TOTAL LENGTH UNDERGROUND. 8. vENT OPENING MUST BE COVERED WiTH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND e$ACTERIA. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE POOL 12" MAX. cl1 11/2" VENT LINE SAFETY VACUUM RELEASE SYSTEM (SVRe) BRACE BHEATI -NGs TO CONC. SLAB I)/ 2 "X4'X4'LONG WOOD AT 24" G.G. ATTACHED TO SLAB W/ Ot•E 1/2" DIA WEDGE ANCHOR GRAD POOL EXCAVATIO1 C POOL WALL 2"X4" BRAG AT 24" O.G. EXISTING ROOF ^ w EXISTING COLUMN 2" SUCTION MAiN DRAIN —2' SUCTION MAIN DRAIN FLOOR N.T$. CONNECT BRACES W13 12d COMMON NAILS SHEATHING 3/4" X 4' X B' PLYWOOD a \_ 2 "X4" WD PLATE --- IF EXCAVATION IS WITHIN V OF FOOTER FOR COVERED PATIO COLUMN, PROVIDE ROOF SHORING AS SHOWN TO REDUCE LOAD ON COLUMN SNEATNINC AND SI- 4O1RIN DETAIL NOTE : • SHEATHNG WILL Be REQUIRED BETWEEN THE EXISTING SCREENED PORCH AND PROPOSED POOL. SHEATHING SHALL REMAN UNTIL THE CONCRETE ATTAINS NTIAL STRE?JGTH AND THE AREA IS BACKPILLED. • ABOVE REQUIREMENTS ARE MINIMUM AND ACTUAL BHEETNG DESIGN SHOULD BE DETErd11NED N THE FIELD IN ACCORDANCE WITH sr■E CONDITIONS. • A TEMPORARY GUTTER IS RECOMMENDED UNTIL AREA IS BACKFILLED. NTS IF ANY UNDEFd1NING OF EXISTING SLAB OCCURS PRIOR TO PLACEMENT OF SHEATHING, FLASH EMBANKMENT WITH SHOTCRETE. (IF NEEDED) A 1 11 REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, le THE PROPERTY OF HORNER CONSULTING ENGINEERS AND 16 NOT TO BE USED IN WHOLE OR iN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HQR'ER CONSULTING ENGINEERS. ENGINEERS NOTE: ENGINEER STRONGLY RECOMMENDS CONTRACTOR BUILpa FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT. HCE I8 NOT RESPONSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO COMPLY WITH THIS RECOMMENDATION. 14' 8' SPA RAISED BEAM DETAIL DATE RESIDENTIAL SWIMMING POOL SAFETY ACT COMPLIANCE THE (aa i a+e) ❑ CONTRACTOR Cl HOME OU.NER AGREES TO COMPLY WITH TFEt FLORIDA STATUTE OF THE RESIDENTIAL SWIMMING POOL SAFETY ACT 516, BY PROVIDING THE FOLLOWING (CHECK ALL THAT APPLY) ❑ A BARRIER WHICH ENCLOSES THE POOL AND PROVIDES ISOLATION FROM THE HOME THAt MEETS ALL CF THE FOLLOWING CONDITIONS: I. IS AT LEAST 40" HIGH, AND 2. 16 NOT PASSABLE OR CLIMBABLE BY SMALL CHILDREN, AND S. 6 LOCATED AROUND THE PERIMETER OF THE POOL, BUT PLACED .4 SUFFICIENT DISTANCE FROM THE WATER'S EDGE TO PREVENT A CHILD OR FRAIL, ELDERLY PERSON FROM FALLING INTO THE POOL IF THEY DO GET PAST THE BARKER AND 4. 16 NOT SITUATED CLOSE TO PERMANENT STR)CTURES OR EQUIP- MENT THAT COULD BE USED TO CLIMB OVER THE BARRIER ❑ AN APPROVED (AST1 -91) POOL SAFETY COVER. ❑ AUDIB EXIT ALARMS (112N2 SS DECIBELS AT OFT) INSTALLED ON ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM TI-B HOME TO THE POOL. ❑ SELF-CLOSING AND SELF - LATCHING DEVICES, WITH A RELEASE MECHANISM PLACED NO LOITER TWIN 54 INCHES ABOVE THE FLOOR WALLED ON ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME 0 3 a 6" O.G. EACH WAY REQUIRED N.T.S. NOTE: LAYOUT OF POOL AND HOUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR HORNER 15 NOT RESPONSIBLE FOR ANY DISCREPANCIES DUE TO ANY ILLEGIBLE DIMENSIONS OR ANY UTILITIES NOT SHOWN ON SURVEY. REVISION 12" B APPROVED DECK JASON U.J. RICE, PE. LICENSE • 58142 JOHN M. CARROLL JR. PE. LICENSE • 41610 1 EV U Z V! W Z_ Z W Z v) 0 0 Lu 0 cO 4 co Lt ) m —J w IL w 0 J LL w J 0 to LC) 0 co vO N 0' Z LL O 4 N u 0 0' Z w 0 0 0 NNW 111111•1•10.1 !Mai& 1•I i h! l 1-IlJP1 GRADE DF L11t41BER TOP ( %11(1RD::2 #q No.2•D 19 SP PLATES ARE H11E1; H2O -258, I U - AS E 1(( B)) BO CTIORD : 2 * � do .2ND 19 SP PLATE MUST BE INSTALLED ONBO BOTH FACES OF D JOINTSSYHHETRI CA(LY(EICEPT ASSH0101 DESIGN CONFORMS YIN XDS DESIGN SPECS AND SSB C WEDS :2 #q No.3 19 SP I111S DESIGN IS FOR TRUSS FABRICATION 011LY.FOR PERMANENT AND TEMPORARY BRACING(Y}} }CH. IS A!JAYS REITD)CONSULT BLDB ARCHITECT DR E1P1-91 N • -- - — - 'r GIYEER FO Z TOP G l - (OfzDS, Fonom c 5, W cal AIJD_. f'LAT.. SLZ f7 ON { PkAIN - 11 7 -43- ) CoN9 TVE MAIN TOSS ENGINeER1NG vStGN LOAUIN: (PSF) TOP LIVE: 3O TOP DEAD: 15 90TTOY : 10 TOTAL : 55 A ND BgARIN6 A 1 � E,s{ SCALE yy:1• SP AC 1 N:: 24• O.C. TP 1 7B DESIGN AL LD11AB LE STRESS INCREASE 33x MEM - Tot p�Sk V MST N "ML. te., • 2x�} Gor1TI1.1UoCJS 13I KE62LJ11<1=D AT, Gil-0 AND AT Jott�t w/ 2 - loci NAILS AT FACIA S�!✓ EN( NEERINv PaTAR..5 FOR MAIN TKUSS MAIN TRU5s PESIC6M x4. 1 ' "' 2x4 NTILEVER 4 5x6..5-r--1.... IF j(wi-1 IT1._cABLE) Ar / 1 1 c4 p FALSE t50 &1 GE-10F DETAIL_ "T SAN KD -. 6. o" oL OY1'J 1.,1461-1 -4 APPAO' U OR DALE TAUS OA TE: , 9 u. Id 2X No. 3 SPKp' ( FALSE C.4-101217 IoM 1993 i YES. BT. : CHECKED BY : S.A,J , DATE : 9/ t0/g0 DAAAIN: JOB NO. 11LNIIIIJM GI2(AUL OF LUMEEF( T[11' EFIIIRI):2ii No.2Np 19 SP 601 CHOU ):2 #4 1I0.2ND 19 SP FEEE3 :2 #4 No.3 19 BP 3 x4 LOAOIMC (PSF) TOP LIVE ; 30 10P 0160 ; 15 QD110Y : 10 TOTAL ; 55 SCALE 1' SPACINC ; 21' 0,C, TPI 73 DESIGN AL LONAO LE STRESS INCREASE 33% ELATES ARE MIIEK M20-25A 216 MANUFACTURED FROM A5T1 A 116 6RD A 6ALVANIIEO STEEl``EUCEP1 AS S11CUN FLAIE MUST BE INSTALLED I)1 BOTH FACES Cf JOINTS SYMNETAICAIlfIEICEPT AS SHOW41DESIE4 CO4FCR43 M NDS DESIE4 5PEC3 AN0 5SBC 1HIS DESIGN IS FOR IRUSS FABAICAIIOH 01R.Y.FOR PERMANENT AND•IEMPORARY BRACIHOIYHICH 13 ALUM REQOICOHS* i B1J3 ARCHITECT CR MICA, FriGN VAFES (TYPICAL 4x4 3x5 VALLEY DEFAIL5 I2. •2 3x4 SPL,. � r1L - mug, 5)-1'1METRICA AWL) o} W N z > � 2u3 2xz.- 0I_QPI Mb DVS e Use 1 "•20G. galvd. metal strap nailed W /2 - 10D nails at ea. member, each face or 2'hur=icane clips, one on ea. Face of truss. (by bldr.) (v" N t76E NAILED 10 ' 'U COMMON • 1.2- ICvd NA1L5 . _I TRUSSS Y uoR) Rip a iG y; 2.1t 4!1 M A 1_' TPPR0VU DATE: ' Kc L�Yout AR = -7 - 9 4 - t- -3L- QA "JF TRUSS HECKEO BY SJ 061E S /10 /c ;0 ORAUINC J03 NU, I = = =« «A.C.E.S Version Customer : V -G Project #: 11436 Span : 56 -4 Seat cut : 0 -3 -8 FORCES - GRAVITY LOADS 1 -2= 2508 2 -3= 4295 3 -4= 5473 4 -5= 5474 5 -6= 378 6- 7 = -2079 7- 8 = -3293 8- 9 = -3293 9- 10 = -5161 10 -11= -6655 11 -12= -8050 12- 13 = -8050 13- 14 = -8961 14- 15 = -9855 PROVIDE FOR PROVIDE FOR PROVIDE FOR PROVIDE FOR PLATE OFFSETS 2-0 5 -0 5 -0 15 -16= 9391 16 -17= 9389 17 -18= 8619 18 -19= 7148 19 -20= 6400 20 -21= 4964 21 -22= 2000 22- 23 = -364 23- 24 = -2681 24 -25= -4131 25- 26 = -2390 26- 1 = -2391 223 LBS UPLIFT AT JOINT 1 (13.98) 1444 LBS UPLIFT AT JOINT 15 (0.63) 2216 LBS UPLIFT AT JOINT 24 (0.52) 135 LBS HORIZ. REACTION AT JOINT 1 (X= LEFTY= TOP):[j21 =5,3], 4x6 3 4 5 6 4x6 4x6 2 1 6x8 SPL. 17 -8 22 -6 -6 38 -5 -3 5 -0 10-013-417-10-13 { � 28 -2 33 -9 -10 43-046-451-4 s -0 5 -0 3 4 -6 -13 1 5 -7- 105 -7 -10 L. HL TO PH : 29 -8 -5 LEFT HEIGHT:0 -6 -1 LOADING (PSF) L D TOP OTT 3 0 10 2 -26= 93 2- 25 = -1718 3 -25= 397 3- 24 = -1187 4- 24 = -240 5- 24 = -4560 5 -23= 3014 6- 23 = -2253 6 -22= 2601 7- 22 = -1438 » 7 -21= 1295 8 -21= 1576 9- 21 = -1992 9 -20= 1039 10- 20 = -1581 10 -19= 849 11- 19 = -972 11 -18= 1049 12 -18= -240 13- 18 = -918 13 -17= 222 14- 17 = -760 14 -16= 110 10-013-4,17-10-13 28 -2 33 -9 -10 41 -0 46 -451 -4 56 -4 h -0 3-4 2- 6 -13 1 5 -7- 10 -7 -10 2 h -0 h -0 2 -0 4 -7 -10 4- 7- 102 -03 -4 5x7 SPL. 5x7 SPL. 1 4x6 4x8 5x7 SPL. 4x6 22 26 4x6 25 4x8 4x6 4x6 3x6 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.39 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING [ 000518 ] - ^ - T__«« -DADS- TRUSS -»» - =_ f Wed Dec 27 08:35:33 1995 Truss ID : S05 Family # : special Quantity 3 To Pitch : 2. /12 - - - - - -- - - - -- ----- - - - - -- REACTIONS - SIZE 1 = -16 15 = -2287 24 = -4261 6x8 8 4x6 7 r 9 21 SP 8.00 8.00 5.04 8x10 19 4x6 5x7 SPL. 5x7 SPL. 4x6 10 1112 4x6 - _� - 13 4x6 - _ 1TWO-4x8 15 4x6 4x6 18 17 4x8 4x6 16 3x6 i l I § 56-4 4 -6 -13 - s 0 -0 INTERNAL RISE:4 -7 -12 R. HL TO PI{ :29 -8 -5 SPAN:56 -4 RISE:9 -10 -11 RIGHT HEIGHT:0 -6 -1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 14 -15 =0.927 TOP CHORD:2 *6 No.1D BOTT 15 -16 =0.593 BOT CHORD:2 *6 DSS LL.DEFL. @18 =0.64 < L/360 WEBS :2 *4 No SPACING : 24 NO. OF MEMBER CHORD: 21 -22; 22 -23; 23 -24; 24 -25; 25 -26; 26 -1 TO BE 2 *6 No.1D 19 A3 2 -25; 5 -24; 9 -21; 10 -20 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2 *4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREAS tc Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web coon. to n TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEAN PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM7ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SS C T 1 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLECICCRC211gC1 NGINEER = = =« «A.C.E.S Version Customer : V -G Project #: 11436 Span at cut : 0-3-8 1 -2= 2170 2 -3= 3932 3 -4= 5453 4 -5= 1445 5 -6= -1331 6 -7= -2793 7 -8= -2793 8- 9 = -4665 9- 10 = -6163 10- 11 = -7565 11- 12 = -7565 12 -13= -8486 13- 14 = -9412 1 LOADING L (PSF) D BOTT 3 0 10 FORCES - GRAVITY 14 -15= 8969 15 -16= 8967 16 -17= 8162 17 -18= 6678 18 -19= 5927 19 -20= 4486 20 -21= 1280 21- 22 = -1390 22- 23 = -5245 23 -24= -3782 24 -25= -2067 25 -1= -2068 )= »== = =____ [ 000519 ] = = == Truss ID • cn5r spe Family 7/ . Quant : 1 Top Pitch : 4 Bot pitch : 2./12 LOADS ___________________ _ 2-25= 94 REACTIONS - SIZE -- _________ 7 -20= 1260 1 = -78 8.00 2 -24= -1691 8- 20 = -1996 14 = -2205 8.00 3 -24= 402 8 -19= 1042 23 = -4280 5.04 3- 23 = -1483 9- 19 = -1586 4- 23 = -3620 9 -18= 852 4 -22= 4295 10- 18 = -977 5- 22 = -2548 10 -17= 1055 5 -21= 2938 11- 17 = -240 6- 21 = -1638 12- 17 = -928 6 -20= 1560 12 -16= 228 13- 16 = -794 13 -15= 110 PROVIDE FOR 277 LBS UPLIFT AT JOINT 1 (3.55) PROVIDE FOR 1410 LBS UPLIFT AT JOINT 14 (0.64) PROVIDE FOR 2197 LBS UPLIFT AT JOINT 23 (0.51) PROVIDE FOR 135 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP :[j 3 ,2],[j20= 5,3],[j22 =5 2] 2 -0 5 -0 10 -0 14- 417 -10 -13 28 -2 33 -9 -10 -0 - 0 • -4 3 -6 -13 5 -7- 105 -7 -10 2 -6- 3 4 -7 -10 4- 7- 102 -03 -4 4x6 436 4x6 2 L. HL TO PH : 29 -8 -5 LEFT HEIGHT:0 -6 -1 REPETITIVE STRESSES USED 5x7 SPL. 3 SPL. 5x7 SPL. 5x7 SPL. 4x8 4x6 4 5 4x6 6 1 21 3x6 4x8 25 4x6 4x6 22 4x6 5x7 SPL. 6x8 7 20 8x10 4x6 8 1411 4x6 - -- 12 4x6 i. • 1 TWO - 5x10 14 19 18 4x6 4x6 Wed <DeccA27 08:37 : 131 99 5 41 -0 46 -4 51 -4 56 -4 2 -0 -0 -.0 4x6 4x6 9 17 16 4x8 4x6 6x8 SPL. 17 -8 5 -0 10 -0 14- 417-10-13 13 28 -2 33-9-10 43-0 46 - 451-4 56-4 38-5-3 -0 - 0 -4 3 -6 -13 5 -7- 105 -7 -10 INTERNAL RISE:4 -7 -12 SPAN:56 -4 RISE:9-10-11 - 6 - 1 -0 WEBS :2 *4 No SPACING • 24 NO. OF MEMBER • • • • H Harr 15 3x6 - 0 MAX STRESSES TOP 3 -4 =0.971 MINIMUM GRADE OF LUMBER TOP CHORD :2 *6 No.2ND LLL.DEFL. @170897 < L/360 BOT CHORD:2 *6 No.1 STR.INC.: LUMB = 1.33 PLATE = 1.33 NOTE: PROVIDE FOR 0.45 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING CHORD: 20 -21; 21 -22; 22 -23; 23 -24; 24 -25; 25 -1 TO BE 2 *6 No.2ND 19 SP WEB: 4 -22 TO BE 2°4 No.2ND 19 SP WEB 2-24; 4-22; 5-21; BOVE PROVIDE 2 *4 CONTINUOUS B BRACING I AT B BOTTOM a CHORD NOT N EXCEEDING W 4' A 0.C. OVER DROPPED BOTTOM CHORD AREAS .Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to .�.; c. Note:Use 1x4 or 2x3 Cont TRUSS CHECKED FOR 110 5g M.P.H 21 WIND, WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL, 0.00 MILES FROM OCEANLINE(A (A PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVAN R. HL TO PH :29 -0-5 RIGHT HEIGHT:0 -6 -1 PLATE MUST BE INSTALLED ON EACH FACE OF JOINT S YMM Y ETRICAL GALVANIZED STEEL(EXCEPT AS SHOWN) P 9 5 . . IRIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY CBRACI CONFORMS W DESIGN F NG(WHICH I SALWAYSREQD)CONSULTBLDG � ITECT OR ENGINEER = « «A.C.E Customer : Project #: Span Seat cut : - = «« - DADS - TRUSS - » »== Wed Dec 27 08:38:40 1995 Family # : special 0 -3 -8 To Pitch : 4./12 Bo t pitch : 2./12 1 -2= 1972 2 -3= 3620 3 -4= 5259 4 -5= 2386 5- 6 = -670 6- 7 = -2352 7- 8 = -2352 8- 9 = -4226 9 -10= -5729 10- 11 = -7138 11 -12= -7138 12- 13 = -8067 13 -14= -9021 PROVIDE FOR PROVIDE FOR PROVIDE FOR PROVIDE FOR PLATE OFFSETS 2-0 1 6-0 6 -0 4x6 1 L. HL TO P1<:29-8--5 LEFT HEIGHT:0 -6 -1 LOADING (PSF) TOP 30 15 BOTT 0 10 V - Version 7.P [ 000520 ) = = == 11436 56 -4 Truss ID SO5B Quantity : 2 FORCES - GRAVITY 14 -15= 8597 15 -16= 8595 16 -17= 7759 17 -18= 6264 18 -19= 5510 19 -20= 4065 20 -21= 644 21- 22 = -2296 22- 23 = -5058 23- 24 = -3975 24- 25 = -1970 25 -1= -1882 4x6 2 25 3x6 LOADS REACTIONS - SIZE 2 -25= 139 7 -20= 981 1 = -169 8.00 2- 24 = -1499 8- 20 = -1999 14 = -2133 8.00 3 -24= 762 8 -19= 1045 23 = -4261 5.04 3- 23 = -1175 9- 19 = -1590 4- 23 = -3516 9 -18= 855 4 -22= 3593 10 -18= -981 5 -22= -2724 10 -17= 1061 5 -21= 3235 11- 17 = -240 6- 21 = -1814 12- 17 = -936 6 -20= 1794 12 -16= 234 13- 16 = -825 13 -15= 109 329 LBS UPLIFT AT JOINT 1 (1.95) 1376 LBS UPLIFT AT JOINT 14 (0.64) 2179 LBS UPLIFT AT JOINT 23 (0.51) 135 LBS HORIZ. REACTION AT JOINT 1 (X= LEFT ,Y= TOP):[j20= 5,3],[j21 =4,3], X 12 -0 15-4, 22 -6 -6 1 33 -9 -10 41 -0 46-451-4 6 -0 3- 42 -6 -13 5 2 -6 -13 s -0 4 -7 -10 4-7-102-03-4 5x7 SPL. 5x7 SPL. 5x7 SPL. 5x7 SPL. 24 4x6 4x6 4x6 3 4 4x6 1 23 22 4x6 4x6 5x7 SPL. 4x6 6 21 5x7 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.40 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 6x8 7 20 8x10 4x6 4x6 8 4x6 9 _ 141 4x6 12 4x6 1 TW0 -5x10 14 r =� 19 4x6 18 17 16 4x6 4 x 8 4x6 6x8 SPL. 1 17 -8 22 -6 -6 38 -5 -3 5 -0 10 -0 { 15- 417 -1 0 -13 28 -2 33 -9 -10 43 1 L 56 -4 5 -0 h -0 5 -4 2 - -13 { 5 - 7- 10 -7 -10 4 -6 -13 5 -0 5 -0 INTERNAL RISE:4 -7 -12 R. HL TO PH :29 -8 -5 SPAN:56 -4 RISE:9 -10 -11 RIGHT HEIGHT:0 -6 -1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 13 -14 =0.877 TOP CHORD:2 *6 No.1D 19 SP BOTT 14 -15 =0.859 BOT CHORD:2 *6 No.1D 19 P LL.DEFL. @17 =0.72 < L/360 WEBS :2 *4 No.3 SPACING : 24 NO. OF MEMBER 21 -22; 22 -23; 23 -24; 24 -25; 25 -1 TO BE 2 15 3x6 56 -4 -0 { 1 2 - 1 0 CHORD: 7 -8; 8 -9; 9 -10; 10 -11; 11 -12; 12 -13; 13 -14; 20 -21; NEB: 4 -22 TO BE 2*4 No.2ND 19 SP WEB 5 -21; 8 -20; 9 -19 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREAS Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. c. TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEA PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SH O W N) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,T 91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT B P 609ENGINEER ti = == ««A.C.E.S Version 7 » > Customer : V -G [ 000521 ] = == Project #: 11436 Truss ID : SO4 Span : 56 -4 Quantity : 3 Seat cut : FORCES - 1 -2= 1972 2 -3= 3620 3 -4= 5259 4 -5= 2386 5- 6 = -670 6- 7 = -2352 7 -8= -2352 8 -9= -4226 9- 10 = -5729 10 -11= -7138 11- 12 = -7138 12- 13 = -8067 13- 14 = -9021 PROVIDE FOR PROVIDE FOR PROVIDE FOR PROVIDE FOR PLATE OFFSETS == «« -DADE- TRUSS - »» = == Wed Dec 27 08:39:55 1995 Family # : special To Pitch : 4./12 0 -3 -8 Bo t pitch : 2./12 =================================================================== GRAVITY LOADS REACTIONS - SIZE 14 -15= 8597 15 -16= 8595 16 -17= 7759 17 -18= 6264 18 -19= 5510 19 -20= 4065 20 -21= 644 21- 22 = -2296 22- 23 = -5058 23- 24 = -3975 24- 25 = -1970 25 -1= -1882 329 LBS UPLIFT AT JOINT 1 (1.95) 1376 LBS UPLIFT AT JOINT 14 (0.64) 2179 LBS UPLIFT AT JOINT 23 (0.51) 135 LBS HORIZ. REACTION AT JOINT 1 (X= LEFT ,Y= TOP):[j20= 5,3],[j21 =4,3], 2-0 1 6 -0 1 12 -0 15 -4 I 22 -6 -6 13 3 -9 -10 41 -0 46-451-4 5 J._ 6 -4 6 -0 6 -0 3- 42 -6 -13 5 -7- 105 -7-10 2 4 -7 -10 4-7-102-03-4 LOADING (PSF) TOP 15 L D BOTT 30 10 25 24 3x6 4x6 L. HL TO PH :29 -8 -5 LEFT HEIGHT:0 -6 -1 2 -25= 139 2- 24 = -1499 3 -24= 762 3- 23 = -1175 4- 23 = -3516 4 -22= 3593 5 -22= -2724 5 -21= 3235 6- 21 = -1814 6 -20= 1794 5x7 SPL. 5x7 SPL. 7 -20= 981 8- 20 = -1999 8 -19= 1045 9- 19 = -1590 9 -18= 855 10- 18 = -981 10 -17= 1061 11- 17 = -240 12- 17 = -936 12 -16= 234 13- 16 = -825 13 -15= 109 5x7 SPL. 4x6 4x6 4x46 5 4x6 3 4x6 2 1 20 23 22 4x6 5x7 8x10 4x6 4x6 6 S'I'R . INC .: LUMB = 1 . 3 3 PLATE = 1 . 3 3 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.40 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 1 = -169 8.00 14 = -2133 8.00 23 = -4261 5.04 5x7 SPL. 5x7 SPL. 6x8 4x6 7 4x6 8 4x6 - = = =_9 11114x6 12 4x6 1TW4 ax10 _� 14 19 4x6 4x6 4x8 4x6 6x8 SPL. SPACING : 24.0 NO. OF MEMBERS 15 3x6 11 -2 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 13 -14 =0.877 TOP CHORD:2 *6 No.1D 19 BOTT 14 -15 =0.859 BOT CHORD:2 *6 No.1D LL.DEFL. @17 =0.72 < L/360 WEBS :2 *4 No. 1 2- 1 22 -6 -6 38 -5 -3 - 5 -0 10 -0 5- 417 -10 -13 28 -2 33 -9 -10 43-046-451-4 1 56 -4 5 -0 S -0 5 -4 2 15 - 7- 10 -7 -10 A -6 -13 5 -0 ha -0 INTERNAL RISE :4 -7 -12 R. HL TO PH :29 -8 -5 SPAN:56 -4 RISE:9 -1O -11 RIGHT HEIGHT:0 -6 -1 Wr narrc CHORD: 7 -8; 8 -9; 9 -10; 10 -11; 11 -12; 12 -13; 13 -14; 20 -21; 21 -22; 22 -23; 23 -24; 24 -25; 25 -1 TO BE 2 WEB: 4 -22 TO BE 2`4 No.2ND 19 SP WEB 5 -21; 8 -20; 9 -19 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2'x4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREAS Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to c . TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. 0,10 PSF DL,0.00 MILES FROM OCEANLINE(A PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LL ,�QQS PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPEA /0 ,6I J1�' THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG l-.' T OR ENGINEER -== « «A.C.E.S Version 7. f"» [ 000522 ] - -- Customer : V -G Project #: 11436 Truss ID : S03 Span : 56 -4 Quantity : 1 Seat cut : 0 -3 -8 1 -2= 1972 14 -15= 8597 2 -3= 3620 15 -16= 8595 3 -4= 5259 16 -17= 7759 4 -5= 2386 17 -18= 6264 5- 6 = -670 18 -19= 5510 6- 7 = -2352 19 -20= 4065 7 -8= -2352 20 -21= 644 8 -9= -4226 21- 22 = -2296 9- 10 = -5729 22- 23 = -5058 10- 11 = -7138 23- 24 = -3975 11 -12= -7138 24 -25= -1970 12 -13= -8067 25- 1 = -1882 13 -14= -9021 PROVIDE FOR 329 LBS UPLIFT AT JOINT 1 (1.95) PROVIDE FOR 1376 LBS UPLIFT AT JOINT 14 (0.64) PROVIDE FOR 2179 LBS UPLIFT AT JOINT 23 (0.51) PROVIDE FOR 135 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT ,Y= TOP):[j20= 5,3],[j21 =4,3], 2-0 1 6 -0 1 12 -0 15 -4 22-6-6 13 3 -9 -10 41 -0 46-451-4 56 -4 6 -0 6 -0 3- 42 -6 -13 5 - 7 - 105 7 10 2 -6 -13 5 -0 5-0 4 -7 -10 4- 7- 102 -03 -4 4x6 1 LOADING (PSF) L D TOP 3 0 10 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 = -169 8.00 14 = -2133 8.00 23 = -4261 5.04 4x6 2 25 24 3x6 4x6 L. HL TO PH : 29 -8 -5 LEFT HEIGHT:0 -6 -1 2 -25= 139 2- 24 = -1499 3 -24= 762 3- 23 = -1175 4- 23 = -3516 4 -22= 3593 5- 22 = -2724 5 -21= 3235 6- 21 = -1814 6 -20= 1794 5x7 SPL. 4x6 4x6 4x6 5 3 1 23 22 4x6 4x6 5x7 SPL. 7 -20= 981 8- 20 = -1999 8 -19= 1045 9- 19 = -1590 9 -18= 855 10- 18 = -981 10 -17= 1061 11 -17= -240 12- 17 = -936 12 -16= 234 13- 16 = -825 13 -15= 109 5x7 SPL. 5x7 SPL. 5x7 SPL. 4x6 6 21 5x7 6x8 7 20 8x10 MAX STRESSES TOP 13 -14 =0.877 BOTT 14 -15 =0.859 LL.DEFL. @17 =0.72 < L/360 4x6 4x6 8 4x6 _ 15 14111 4x6 - _ 12 — = =«« -DADE- TRUSS - » » = == Wed Dec 27 08:41:05 1995 Family # : special To Pitch : 4./12 Bo t pitch : 2./12 19 4x6 18 4x6 17 16 15 4x8 4x6 3x6 6x8 SPL. 22 -6 -6 38 -5 -3 5-0 10-0 [ X5- 417 -1 1 0 l -13 28 -2 33 -9 -10 43-046-451 11 y� 5 - 5 - 5 -4 2 -13 1 5 -7- 105 -7 -10 4 -6 -13 5 -0 SPACING : 24.0 NO. OF MEMBERS 4x6 1TWO-5x10 14 10 -5 MINIMUM GRADE OF LUMBER TOP CHORD:2 *6 No.1D 19 BOT CHORD:2 *6 No.1D WEBS :2 *4 No.3 56 -4 - 1 2 - INTERNAL RISE:4 -7 -12 R. HL TO PH :29 -8 -5 SPAN:56 -4 RISE:9 -10 -11 RIGHT HEIGHT:0 -6 - 1 M• • STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.40 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING CHORD: 7 -8; 8 -9; 9 -10; 10 -11; 11 -12; 12 -13; 13 -14; 20 -21; 21 -22; 22 -23; 23 -24; 24 -25; 25 -1 TO BE 2'°`6 N6 WEB: 4 -22 TO BE 2*4 No.2N0 19 SP WEB 5 -21; 8 -2C; 9 -19 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2^4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREAS Wi Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narro c. TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEANLINE(AS PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) �,�y PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPE S 1 �+ THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING('WHICH IS ALWAYS REQD)CONSULT BLDG let.T1TEtT OR ENGINEER = = =« <A.C.E.S Version Customer : V -G Project #: 11436 Span : 56 -4 Seat cut : 0 -3 -8 ==================================== FORCES - GRAVITY LOADS 1 -2= -663 13- 14 = -1526 2 -24= 98 7 -19= 810 2 -3= 895 14 -15= -1528 2- 23 = -1472 8- 19 = -943 3 -4= 2681 15 -16= 699 3 -23= 372 8 -18= 248 4 -5= 696 16 -17= 2846 3- 22 = -1716 9 -18= -246 5- 6 = -1260 17 -18= 3077 4- 22 = -2601 9- 17 = -142 6 - - 2083 18 -19= 2853 4 -21= 2482 10 -17= 300 7 -8= -2083 19 -20= 1211 5 -21= -1860 10- 16 = -975 8 -9= -2967 20- 21 = -570 5 -20= 2070 11 -16= 1670 9- 10 = -3199 21- 22 = -2578 6- 20 = -1124 11 -15= -4113 10 -11= -2385 22- 23 = -861 6 -19= 878 12 -15= -1006 11 -12= 2623 23 -24= 631 12 -14= 88 12 -13= 1592 24 -1= 632 PROVIDE FOR 555 LBS UPLIFT AT JOINT 1 (0.93) PROVIDE FOR 1938 LBS UPLIFT AT JOINT 15 (0.76) PROVIDE FOR 1623 LBS UPLIFT AT JOINT 22 (0.50) PROVIDE FOR 203 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP) :[j11= 4,2],[j15= 4,3],[j19 =5,3], 2-0 5 -0 10 -0 -0 -0 4x6 4x6 2 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 24 3x6 { 5 -0 I 10 -0 5 -0 S -0 L. HL TO PE:29 -8 -5 LEFT HEIGHT:0 -6 -1 P - >>> [ 000507 ] = == == «« -DADE- TRUSS -» »___ Wed Dec 27 08:28:07 1995 Family # : special Top Pitch : 4./12 Bot pitch : 2./12 ============================================ REACTIONS - SIZE 1 = -598 8.00 — 15 = -2547 8.00 22 = -3234 5.04 Truss ID : SO2 Quantity : 4 1 15- 4 -10 -13 ( 28 -2 13 3 -9 -10 41- 0 { 46 -4 5 -4 2 -6 -13 5 -7 -10 5 -7 -10 2 =6 -13 4 -7 -10 4 -7 -10 5 -4 3 4x6 5x7 SPL. 5x7 SPL. 4x6 4x6 4 23 1 22 21 4x6 4x6 5x7 SPL. 6x8 4x6 4x6 7 4x6 20 4x6 19 8x10 18 4x6 4x6 4x6 17 16 5x7 SPL. SPACING : 24.0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NO. OF MEMBERS rIEB 2 -23; 3 -22; 8 -19; 11 -15 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2'"4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREAS Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 - Bd nails,or T - brace of same size and grade as web Conn, to TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SY11ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DES THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT 51 -4 -0 5x? SPL. 5x7 SPL. 56 -4 -0 _9 9 10 5x10 11 4x6 12 4x6 1I 4x6 4x6 1514 3x6 5x7 7 -7 1 22 -6 -6 38 -5 -3 115-417-10-13 J 28 -2 33 -9 -10 h-6-1i 49 -0 51- 4 -4 5 -4 2 -13 15 - 7- 10 -7 -101 4 -6 -1 2 5 -0 INTERNAL RISE:4 -7 -12 R. HL TO PH :29 -8 -5 SPAN:56 -4 RISE:9 -10 -11 RIGHT HEIGHT:0 -6 -1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 3 -4 =0.649 TOP CHORD:2 *6 No.2ND 19 SP BOTT 17 -18 =0.475 BOT CHORD:2 *6 No.2ND LL.DEFL. @18 =0.16 < L/360 WEBS :2 *4 No.3 1< DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION 1 BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING f OE d .+ ING TILE - crYP) SWIMOUT DETAIL IS" *3 • 10 "0.C. EA WAY (SEE TYPICAL WALL SECTION) N.T.S. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. II' SLOPE (TYP.) MAX. 34' 5 - 6 " 21' 6' IS" WATER LINE - 1 :1 MAXIMUM SLOPE MAIN DRAIN in • H SLOPE LONGITUDINAL POOL. SECTION N.T.S. (TYP.) TO SERVICE PANE WP GF 110' t0 20' FROM WATER 48" MIN. POOL DECK JUNCT. BOX SPST TOGGLE SWITCH WP MANUAL STARTER SWITCH TC 12v TRANS. 3- 12 IN 1/2 COND. I" NON - CORROSIVE COND. I -SAM 4 1- 15WATT HAL. LIGHT uJ/ WATER CUT LOW DEVICE ELECTRICAL. D f AGRAM PUMP MOTOR NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ 0 8 WIRE 2 -"3 CONT. COPING TILE \ UJATER LINE MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH 6 MIN. HYDROSTATIC VALVE 1 1/2" � 3/4" ROCK BED ( MIN. 3 YDS. ROCK TO STABILIZE SOIL.) WELL POINT THREADED PVC PIPE DECK BY OTHERS *3 * 10 "0.C. EA WAY "3 g 10 "0.C. EA WAY BOTT. CENTERED 2" COVER (CENTER) STEELTEX FORM, KRAFTBOARD OR EQUIV. TYPICAL WALL SECTION (FOR DEPTHS TO 6' -0 ") N•T.S. ANT I - vORTE X GRATE TO BE FASTENED WITH SCREWS REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. UJELL POINT DETAIL N.T.S. 12" 12" 3 -6 { CAP TILE ON STEPS *3 10 "0.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S. 1.12" MAX. RISER HEIGHT MUST BE UNIFORM 2. ±2" FROM UNIFORM HEIGHT 3. 240 SF IN. MIN AREA OP FIRST STEP z 2 LEGEND 2 WAY vAL VE CHECK VALVE 3 WAY VALVE AIR BLOWER IN -LINE CHLORINATOR (2) 8" MAIN DRAINS W/ ANTI VORTEX COVERS MINIMUM 3' APART. G (2) 8" SPA DRAINS W/ • ANTI VORTEX COVERS MINIMUM 3' APART. PIPING SCHEMATIC PRESSURE GAUGE AND AIR RELIEF VALVE FILTER �p5,c1, \ / N.T.S. PUMP W/ HAIR 4 LINT STRAINER 2 "X 36" SPILLWAY OR WALL 2" BEL OUJ BEAM POOL COPING 2 " 12 1, WAT =R LEVEL 9" WALL W /"3 e O/C EACH WAY OR W/ 2 MATS OF *3 e 12" O/C EACH WAY. -� SEE TYPICAL WALL --- SECTION ~0f2 DETAILS 2 -8" AUX. POOL DRAINS W/ ANTI - VORTEX GRATES SECURED W/ SCREWS. AUX. POOL DETAIL POOL EQUIPMEN' 31' -1" NOTE: THIS IS FLOOD ZONE X UPLIFT CALCULATIONS NOT REQUIRED • • • w 11.53' FLOOD CREST ELV. FOR AREA TOP OF POOL ELY. BOTTOM OF POOL ELV. HYDRAULIC HEAD ALLOWANCE HYDROST4TIC VALVE -2.0' NET HYDRAULIC HEAD 102.46' N.E. 1015t STREET HYDRAULIC UPLIFT COMPUTATIONS USE MIN.6" THICK CONCRETE FLOOR SLAB NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL EUBMIT A REVISION TO THESE DRAWINGS SHOUING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT C ;ONFIGURATIONS IF DIFFERENT FROM THE5:: DRAWINGS. 1 1.. 0 11 AUX. BEAM 4 COPING TILE 14" HIGH BENCH N.T.S. MSL MSL MSL ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD RESIDENCE 11.10' SCALE: 1" = 20' 31' -5" 7- 2 1/2" TO PUMP BARRIER NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED 4 APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION F.B.G. LATEST EDITION. SPECIAL PROVISIONS:( 1. ALL SWIMMING POOLS, SPAS AND NOT TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANSI- NSPI -5 -95) 2. EACH SAFETY WARNING SIGN SHALL WADI AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWNING 4 INCLUDE THE FOLLOWING STATEMENT: "THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)" ALARM NOTE: ALL WALLS THROUGH WHICH A DOOR PROVIDES ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN 15 BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT vOLUME TO BE HEARD WITHIN THE DWELLING, THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARLY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54" ABOVE THE THRESHOLD OF THE THE DOOR )crtgA_ T•1 pool. oriouinateirs: .L ;,INS( i G=iy��Cv {PjC) (A`Y'ES RriccUIREo FENCr, 4' HIGH (MIN.) AND NON-CLIMBABLE Ir; NIGHBORS ne.MOVE FENCE WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY PREFAB. LIGHT NICHE 15 VOLT LIGHT NICHE DETAILOR LESS. REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF HORNER CONSULTING ENGINEERS AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HOMER CONSULTING ENGINEERS. DATE 12/23 /03 REVISION REMOVE HEAT PUMP APPROVED ERWIN 0 JL C W_ R10E142 ti JOHN M. CA 4.L JR. PE. LICENSE 41610 WIMP LEGAL. 0ESCRf PT f ON W/P J.B. 3/4" PVC COND. 1 #8 SOLID COPPER BONO WIRE TO TERMINATE ON POOL DECK LOT: 22 4 MK: 35 SUBDIVISION: AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 PLAT BOOK:10 PG: 10 PUBLIC RECORD OF DADE COUNTY, FL �e Se l i2 z ce W W Z_ W z Z 0 Ce W z 0 CO 00 Ll, W LJ_ uJ cc UJ 0 a LJJ z lz UJ O Lf) L!') Lf) I4 V; e J o b 0 1,1 cl 0 z� O co 1O LO zz Q LL O N. Ln O z W z 0 == ««A.C.E.S Version 7.''' »> [ 000508 ]_____ -== «« -DADE- TRUSS- » » = =_ Customer : V -G Wed Dec 27 08:28:11 1995 Project #: 11436 Truss ID : SO1 Family # : special Span : 56 -4 Quantity : 1 To Pitch 4./12 Seat cut : 0 -3 -8 Bo t pitch : 2./12 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= -635 13 -14= -1088 2 -24= 98 7 -19= 835 1 = -593 8.00 2 -3= 924 14 -15= -1090 2- 23 = -1474 8- 19 = -985 15 = -2449 8.00 3 -4= 2711 15 -16= 1005 3 -23= 372 8 -18= 280 22 = -3259 5.04 4 -5= 705 16 -17= 3009 3- 22 = -1717 9- 18 = -300 13 = -79 8.00 5 -6= -1277 17 -18= 3200 4 -22= -2625 9- 17 = -102 6 -7= -2121 19 -19= 2928 4 -21= 2509 10 -17= 249 7- 8 = -2121 19 -20= 1228 5 -21= -1880 10- 16 = -903 8- 9 = -3045 20 -21= -679 5 -20= 2098 11 -16= 1563 9 -10= -3328 21- 22 = -2607 6- 20 = -1140 11 -15= -3928 10 -11= -2596 22- 23 = -889 6 -19= 900 12- 15 = -993 11 -12= 2155 23 -24= 605 12 -14= 64 12 -13= 1135 24 -1= 605 PROVIDE FOR 516 LBS UPLIFT AT JOINT 1 (0.87) PROVIDE FOR 1354 LBS UPLIFT AT JOINT 15 (0.55) PROVIDE FOR 1735 LBS UPLIFT AT JOINT 22 (0.53) PROVIDE FOR 80 LBS UPLIFT AT JOINT 13 (1.02) PROVIDE FOR 135 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFTY= TOP):[j19 =5,3], { 2-0 1 -0 5 54 2?6 {5$710 41-0/46_4 2613 -4 4 -7 -10 4 -7 -10 5 -4 4x6 4x6 24 23 3x6 4x6 1 5 -0 {{ 1 � 0 -0 s -0 5 -0 L. HL TO PH:29 -8 - 5 LEFT HEIGHT :0 - 6 - 1 5x7 SPL. 5x7 SPL. 4x6 4x6 4x6 6 4x6 4 5 3 5x7 SPL. 20 4x6 6x8 7 19 8x10 4x6 8 18 5- 417 -10 -13 -6 28 - 2 33 -9 -1 0 8 -5 - 2-6-13 { 5 -7- 10 - 7 - 10 { INTERNAL RISE:4 -7 -12 51-4 56-4 5 -0 5 -0 5x7 SPL. 5x7 SPL. 4x6 10 411 4x6 x8 — 12 4x6 ' —���� 13 u 4x6 17 4x6 4 x6 4 15 14 3x6 5x7 SPL. 4x6 43 -0 49 -0 51 -456 -4 4 -6 -1 2-4 b -0 R. HL TO PH :29 -8 -5 SPAN:56 -4 RISE:9 -10 -11 RIGHT HEIGHT:0 -6 - 1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBE. L D TOP TOP 30 15 BOTT 17 18 =0.492 BOT CHORD:2 *6 NO. .2.! a �.' A � ; . . ' . .A„ BOTT 0 10 LL.DEFL. @18=0 . 1 6 < L/360 WEBS : 2 *4 No 04.: t , y " ''w; - -- STR.INC.: LUMB = 1 . 33 PLATE = 1.33 SPACING : 24 " +' 1. ' gi O / REPETITIVE STRESSES USED NO. OF MEMBER if= 4 . �� ,, l � 1 it 1 WEB 2 -23; 3 -22; 8 -19; 11 -15 BRACED at 1/2 POINTS AS SHOWN ABOVE A PROVIDE 24 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0,C. OVER DROPPED BOTTOM CHORD AREAS Air:4T AP P Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web coon. to �� � �c. • � �� as TRUSS CHECKED FOR 110 M.P.H WIND,W'ALL HGT. 8 FT,BLOG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEAN��ti �;, 4. PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) \ M, Vag PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPE TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ��ARCHITEiT f}�AF1GINEER 2 DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBP ;AT ON: ,�7d BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING ___««A. C. E. S Version 7» »> [ 000509 ] __ == = =«« -DADE- TRUSS - »»___ Customer : V - ( } Wed Dec 27 08:28:16 1995 Project #: 11436 Truss ID : T01 Family # : 103 Span : 17 -9 Quantity : 3 Top Pitch : 4./12 1- 2 = -1856 2- 3 = -1396 3- 4 = -1396 4- 5 = -1856 PROVIDE FOR 706 LBS UPLIFT AT JOINT 1 (0.60) PROVIDE FOR 706 LBS UPLIFT AT JOINT 5 (0.60) PROVIDE FOR 11 LBS HORIZ. REACTION AT JOINT 1 2 -0 { 4 -6 -1 4 -6 -1 LOADING (PSF) TOP 30 15 BOTT 0 10 FORCES - GRAVITY LOADS REACTIONS - SIZE 5 -6= 1728 2- 6 = -433 1 = -1180 3.50 6 -1= 1728 3 -6= 490 5= -1180 3.50 4- 6 = -433 L. HL TO P}H : 9 -4 -4 LEFT HEIGHT:0 -6 -1 8 -10 -8 4 -4 -7 4x4 8 -10 -8 8 -10 -8 6 3x9 3 13 -2 -15 4 -4 -7 3x6 SPL. SPAN:17 -9 RISE:3 -5 -9 { 17 -9 8 -10 -8 MAX STRESSES MINIMUM GRADE TOP 4 -5 =0.410 TOP CH0RD:2 *4 BOTT 6 -1 =0.665 BOT CH0RD:2 *4 LL.DEFL. @6 =0.07 < L/360 WEBS :2 *4 1RUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEA PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)C0 17 -9 { 2 -0 4 -6 -1 { OF LUMBER No.2ND 19 SP No.2ND 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 { 5x5 -- -_ - -__ 5 R. HL TO PH :9-4-4 RIGHT HEIGHT:0 -6 -1 O €C 2 6 X995 ER = = =««A. C. E. S Version >> [ 000510 J - - - --f- = =«« - DADE- TRUSS- » » = = - - Customer : V -G f 1 Wed Dec 27 08:28:19 199 Project #: 11436 Truss ID : T02 ' Family # : 103 Span : 17 -9 Quantity : 1 Top Pitch : 4./12 -------------------------------------------------------------------------------- FORCES - GRAVITY LOADS REACTIONS - SIZE 1- 2 = -1856 5 -6= 1728 2- 6 = -433 1= -1180 3.50 2 -3= -1396 6 -1= 1728 3 -6= 490 5 = -960 3.50 3- 4 = -1396 4- 6 = -433 4 -5= -1856 PROVIDE FOR 706 LBS UPLIFT AT JOINT 1 (0.60) PROVIDE FOR 446 LBS UPLIFT AT JOINT 5 (0.46) PROVIDE FOR 11 LBS HORIZ. REACTION AT JOINT 1 1 2 -0 { 4 -6 -1 4 -6 -1 L. HL TO PE:9 -4 -4 LEFT HEIGHT:0 -6 -1 LOADING (PSF) TOP 15 L D BOTT 30 10 8 -10 -8 8 -10 -8 SPAN:17 -9 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 8 -10 -8 4 -4 -7 4x4 3x9 3 6 13 -2 -15 4 -4 -7 3x6 SPL. RISE:3 -5 -9 TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OC PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH f 1HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQ 17 -9 4 -6 -1 17 -9 8 -10 -8 R. HL TO PH :9-4-4 RIGHT HEIGHT:0 -6 -i MAX STRESSES MINIMUM GRADE OF LUMBER TOP 4 -5 =0.410 TOP CHORD:2 *4 No.2ND 19 SP BOTT 6 -1 =0.665 BOT CHORD:2 *4 No.2ND 19 SP LL.DEFL. @6 =0.07 < L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 DE02 6 A91 • +.. { n 000511 ]____ « « -DADE- TRUSS -» » = == =__ «t A.C.E.S Version 7. »> k ) Wed D 27 08 1995 Protr 11436 Truss ID : S07 Family # : 121 Saj # 36-0 Quant : 4 To Pitch : 4./12 Span Seat cut 0 -3 -8 Bo pitch : 2./12 - ___________________ ---- - - - - -- FORCES - GRAVITY LOADS REACTIONS - SIZE 8- 10 = -356 1= -2184 3.50 9 = -2184 3.50 1- 2 = -9561 2- 3 = -9164 3- 4 = -7891 4 -5= -6000 5 -6= -6000 6- 7 = -7891 7- 8 = -9164 8- 9 = -9561 PROVIDE FOR PROVIDE FOR PROVIDE FOR PLATE OFFSETS 2 I 4 -8 -11 ( 4 -5 -2 I 4 -5 T l40-4x8 1 L. HL TO PH:18 -11 - 11 LEFT HEIGHT :0 - 6 - 1 LOADING (PSF) BOTT 3 0 10 9 -10= 9141 2 -14= -356 10 -11= 8309 3 -14= 611 11 -12= 7084 3 -13= -792 12 -13= 7084 4 -13= 834 13 -14= 8309 4 -12= -1378 14 - 1= 9141 5 -12= 3397 6 -12= -1378 6 -11= 834 7 -11= -792 7 -10= 611 1194 LBS UPLIFT AT JOINT 1 (0.55) 1194 LBS UPLIFT AT JOINT 9 (0.55) 21 LBS HORIZ. REACTION AT JOINT 1 (X= LEFT,Y= TOP):[j12 = -0 4 -8 -11 9 -1 -12 13- 6- 1418 - 0 -2 t 4-5-2 5x7 SPL. 3x4 2x4 3 2 14 3x4 18 -3 13 3x4 6 -2 -6 11 -7 6 -2 -6 5 -4 -10 3x4 4 6x8 SPL. ( 22 -5- 2,26 - 10 - 431 -3 -5 4 -5 -2 4 -5 -2 4-5-2 5x7 5 6x8 SPL. 18 -0 { 24 -5 6 -5 6 -5 INTERNAL RISE:2 -11 - 7 SPAN:36 -0 RISE:6 -6 -1 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.733 TOP CHORD:2 * 6 BOTT 14 -1 =0.586 BOT CHORD:2 * 6 LL.DEFL. @12 =0.76 < L/360 WEBS :2 *4 5x7 SPL. 10 3x4 SPACING • 24.0 in. NO. OF MEMBERS = STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.68 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING WEB: 5 -12 TO BE 2''4 No.2N0 19 SP PROVIDE 2'4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREA TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CMG. C,10 PSF DL,0.00 MILES FROt PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH N THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)C 36 -0 2 -0 4 -8 -11 3x4 6 3x4 - - -_-= -- 7 2 x4 — __� - - -- 8 T WO 2 —ry- 11 8x8 3x4 29 -9 -10 36 -0 5 -4 -10 { 6 -2 -6 R. HL" TO PE :18 -11 -11 RIGHT HEIGHT:0 - 6 - 1 OF LUMBER No.1D 19 SP DSS 19 SP No.3 19 SP DEC 2 6 1995 [ 000512 ]- - - - --" :== «« -DADE- TRUSS - » » == _=« « A.C.E.S Version 7..� »> Wed Dec 27 08:28:28 1995 Pr : 11436 Truss ID : S06 Family : 4 2 Seat 121 0-3-8 1 Span an #: 36 -0 Quantity : 3 T o p pitch : 2./12 S __________________________ ---- _______ FORCES - GRAVITY LOADS REACTIONS - SIZE 3.50 1-2= -9561 9 -10= 9141 2- 14 = -356 8- 10 = -356 1 = -2184 3.50 2- 3 = -9164 10 -11= 8309 3 -14= 611 3- 4 = -7891 11 -12= 7084 3- 13 = -792 4- 5 = -6000 12 -13= 7084 4 -13= 834 5- 6 = -6000 13 -14= 8309 4- 12 = -1378 6 -7= -7891 14 -1= 9141 6-12=-1378 1= 3397 7 -8= -9164 6-11= 34 8-9=-9561 7 -11= -792 7 -10= 611 PROVIDE FOR 1172 LBS UPLIFT AT JOINT 1 (0.54) PROVIDE FOR 1172 LBS UPLIFT AT JOINT 9 (0.54) PROVIDE FOR 21 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT,Y= TOP):[312 =4,3], 2 -0 4 -8 -11 9 -1 -12 13 -6- 1418 -0 22 -5 -2 26 -10- 431 -3 -5 36 -0 2-0 4 -8 -11 4 -5 - 2 4 -5 - 2 4 -5 -2 4 -5 -2 4 -5 - 2 4 -5 -2 4 -8 -11 5x7 SPL. 5x7 3x4 5 3x4 3x4 4 - -_ 6 3x4 2x4 3 _ 2x4 - -" -____= 8 2 _ _ _ r , — _ _ = ' r - -- T W O - 4 x 8 TWO-4x8 1 14 3x4 13 3x4 12 8x8 11 3x4 6x8 SPL. 6x8 SPL. 11 -10 11 -7 18 -0 24 -5 29 -9 -10 36 -0 5 -4 -10 6 -5 6 -5 5 -4 -10 6 -2 - 6 R. HL TO PH :18 -11 - 11 RIGHT HEIGHT :0 - 6 -1 6 -2 - 6 6 -2 - 6 L. HL TO PH :18 -11 - 11 LEFT HEIGHT :0 - 6 -1 LOADING (PSF) INIMUM GRADE OF LUMBER MAX MAP STRESSES TOP CHORD:2 *6 No.1D 19 SP L TOP 1 -2 =0.586 BOT CHORD:2*6 DSS3199SPP P TOP 30 15 LL.D 14-1=0.586 L.@ 0.7 BOTT 0 10 LL.DEFL. @12 =0.76 < L/360 WEBS SPACING : 24.0 in. r NO. OF MEMBERS = 1...1: - , . INTERNAL RISE :2 -11 - 7 SPAN :36 -0 RISE :6 -6 -1 5x7 SPL. 10 3x4 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.68 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING WEB: 5 -12 TO BE 2'�4 No.2ND 19 SP PROVIDE 2't4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' 0.C. OVER DROPPED BOTTOM CHORD AREAS W TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM 0 PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) THISEDESIGNBISIFORATRUSSOFABRICATION ONLY.FOR SYMMETRICALLY(EXCEPT IOSNAOLWAYSWITH T REQD)CONS 1, { OEO 61995 = = =««A. C. E. S Version 7. »> [ 000513 ] = = == .- ^ i = =«« -DADE- TRUSS -»» = =_ Customer : V -G ( 1 Wed Dec 27 08:28:33 1995 Project #: 11436 Truss ID : S08 Family # : 121 Span : 36 -0 Quantity : 6 Top Pitch : 4./12 Seat cut : 0 -3 -8 Bot pitch : 2./12 1- 2 = -4305 2- 3 = -3816 3- 4 = -2295 4 -5= -299 5 -6= -299 6 -7= 3983 7 -8= 2186 8 -9= 1600 PROVIDE FOR PROVIDE FOR PROVIDE FOR PLATE OFFSETS , LOADING (PSF) TOP 30 15 BOTT 0 10 FORCES - GRAVITY LOADS REACTIONS - SIZE 8- 10 = -607 1 = -1251 3.50 11 = -2913 4.05 9- 10 = -1534 2 -14= -481 10- 11 = -2953 3 -14= 808 11 -12= -1914 3- 13 = -873 12 -13= 1661 4 -13= 903 13 -14= 3002 4- 12 = -1441 14 -1= 4116 5- 12 = -209 6 - 12= 2310 6- 11 = -3166 7 -11= -965 7 -10= 1029 597 LBS UPLIFT AT JOINT 1 (0.48) 2178 LBS UPLIFT AT JOINT 11 (0.75) 130 LBS HORIZ. REACTION AT JOINT 1 (X= LEFT ,Y = TOP) :[j11= 3,1.5],[j12 =4,3], -0, 4 -8 -11 I 9-1-12 , 13 - -14 18 -0 1 22-5-2 4 -8 -11 4 -5 -2 4 -5 -2 4 -5 -2 4 -5 -2 L. HL TO PH :18 -11 -11 LEFT HEIGHT :0 -6 -1 5x7 SPL. 4 11 -10 { 6 -2 -6 ` 11 -7 , 18 -0 6 -2 -6 5 -4 -10 6 -5 SPAN MAX STRES TOP 6 -7 BOTT 10 -1 LL.DEFL.@ =0.749 1=0.664 9 =0.31 < STR.INC.: LUMB = 1.33 PLATE = 1.33 5x7 SPL. 5x7 24 -5 6 -5 INTERNAL RISE:2 -11 -7 :36 -0 RISE :6 -6 -1 26 -10 -4 31 -3 -5 4 -5 -2 4 -5 -2 5x7 SPL. 5x7 SPL. 11 -11 36 -0 4 -8 -11 29-9-10 36 -0 5 -4 -10 6 -2 -6 R. HL TO PE :18 -11 -11 RIGHT HEIGHT:0 -6 -1 MINIMUM GRADE OF LUMBER TOP CHORD:2 *6 No.2ND 19 SP BOT CHORD:2 *6 No.2ND 19 SP L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 i REPETITIVE STRESSES USED NO. OF MEMBERS = WEB 6 -12; 6 -11 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2' CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' O.C. OVER DROPPED BOTTOM CHORD AREAS Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to c. TRUSS CHECKED FOR 110 M.P.H WIND,WALL HOT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CON { Dtc 2 6 A995 - = =««A. C.E. S Version 7 . »> [ 000514 ] ____- t --= = « « -DADE- TRUSS- »» == Customer : V -G �� Wed Dec 27 08:28:37 1995 Project #: 11436 Truss ID : T03 Family # : 101 Span • 10 -0 Quantity : 1 Top Pitch : 4./12 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= -742 3 -4= 692 2 -4= 97 1 = -534 3.50 2- 3 = -742 4 -1= 692 3 = -534 3.50 PROVIDE FOR 248 LBS UPLIFT AT JOINT 1 (0.46) PROVIDE FOR 248 LBS UPLIFT AT JOINT 3 (0.46) PROVIDE FOR 6 LBS HORIZ. REACTION AT JOINT 1 5 -0 5 -0 5x5 1 LOADING L (PSF) BOTT 3 0 10 5 -0 5 -0 MAX STRESSES TOP 1 -2 =0.423 BOTT 3 -4 =0.231 LL.DEFL. @4 =0.0 { 4x4 2 4 1.5x4 { L. HL TO PH:5 -3 -4 LEFT HEIGHT:0 -6 -1 SPAN :10 - 0 RISE :2 -2 - 1 10 -0 5 -0 10 -0 5 -0 R. HL TO PH :5-3-4 RIGHT HEIGHT :0 - 6 - 1 MINIMUM GRADE OF LUMBER TOP CH0RD:2 * 4 No.2ND 19 SP BOT CH0RD:2 * 4 No.2ND 19 SP < L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEANLI PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DE THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSL { 5x5 3 ac 2 6.1995 = == ««DRAWING »» Customer : V -G Project #: 11436 Span : 10 -0 NOTES: 1 -Gable studs spac 2 -Brace vertical s 3 - Continuous beari 4 - Provide 1X4 plat { L. HL TO PH:5 -3 -4 LEFT HEIGHT:0 -6 -1 SPAN :10 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 5 -0 5 -0 5 -0 5 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED - _ = =«« -DADE- TRUSS -» » = == ) Wed Dec 27 08 1995 Truss ID : TO3A Family # : 101 Quantity : 1 Top Pitch : 4./12 _______________________ _______________________________ ed at 24 inches o.c. tuds in accordance with standard gable end detail ng provided along entire bottom chord es at each end of gable stud unless otherwise noted { 10 -0 5 -0 4x4 2 4 10 -0 5 -0 { R. HL TO PH :5 -3 -4 RISE:2 -2 -1 RIGHT HEIGHT:0 -6 -1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2ND 19 SP BOT CHORD:2 *4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 1RUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEANLINE(ASCE7 -88). PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI -91 1HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER oC261995 = ««DRAWING»» [ 000516 Customer : V -G Project #: 11436 Truss ID : V08 Span : 8 -0 Quantity : 1 NOTES: S1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance wit 3 - Continuous bearing provided along enti 4 - Provide 1X4 plates at each end of gabl 4 -0 4 -0 1 L. HL TO PH : 4 -2 -10 LEFT HEIGHT :0 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 TRUSS CHECKED FOR 110 M.P.H WIND, PLATES ARE MITEK M20- 258,216 MANU PLATE MUST BE INSTALLED ON EACH F THIS DESIGN IS FOR TRUSS FABRICAT 3x4 ��" 04 -- - - -- 3x4 4 -0 4 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 4x4 2 4 Wed Fam Top h standard re bottom c e stud unle 8 -0 4 -0 8 -0 4 -0 « - DADE- TRUSS -» »___ Dec 27 :41 1995 ily # itch : 4./12 gable end detail fiord ss othefwise noted R. HL TO PH :4 -2 -10 SPAN8-0 RISE :1 -4 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD :2 *4 No.2ND 19 SP BOT CHORD:2 *4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.0O MILES FROM OCEANLINE(ASCE7 -88). FACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI -91 ION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER DEC 2 61995 = ««DRAWING »» - [ 000517 ) Customer : V -G -- -•1 = =«« -DADS- TRUSS -»» = =_ Project #: 11436 Truss ID VO4 1 FaaileC #27 ;08018:44 1995 Span 4-0 y p 0 Quantity _ _ 1 ES NOT: ( -Gable studs spaced at 24 inches o.c. - Continuous - Provide 1X4 plates at each end of gable 2 -0 2 -0 L. HL TO PE : 2 -1 -5 LEFT HEIGHT:O -0 LOADING (PSF) TOP 30 15 BOTT 0 10 2 -0 2 -0 R. HL TO PE :2 -1 -5 SPAN :4 -0 RISE :0-8 RIGHT HEIGHT :0-0 MAX STRESSES 4x4 2 4 Top Pitch : 4./12 standard gable end detail stud unless otherwise noted 4 -0 2 -0 bottom c ord 4 -0 2 -0 MINIMUM GRADE OF LUMBER TOP CHORD :2 *4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WOBSCHORD :2 *4 No.2ND 19 SP :2 *4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED co 2 6 195 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 M.P.H WIND,WALL HGT. 8 FT,BLDG. CATG. I,EXP. CATG. C,10 PSF DL,0.00 MILES FROM OCEANLINE(ASCE7 -88). PLATES ARE MITEK M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYh AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER A B B R E V I A T I O N S STY. • STORY S. I.P. • SET 1 /2'PIPE WI` H CAP N'LB3192 CONC. • CONCRETE C. B, S. • CONCRETE BLOCK STRUCTURE SWK. • SIDEWALK P.R.I. = PERMANENT REFERENCE MONUMENT RES. • RESIDENCE P.C,P. . PERMANENT CONTROL POINT W. M. • WATER METER A/C • AIR CONDITIONER UNIT W. V. • WATER VALVE C.B. • CATCH BASIN C. = CENTER LINE N6D. = NAIL 6 DISC U. P. • UTILITY POLE F. H, = FIRE HYDRANT F. I.P. . FOUND I RON P I PE G. F. E = GARAGE FLOOR ELEVATION U. E. = UTILITY EASEMENT M. F. E. = MAIN FLOOR ELEVATION C. L. F. = CHAIN LINK FENCE L. F. E. • LOWEST FLOOR ELEVATION SWK. • SIDEWALK 0/E • OVERHEAD ELECTRIC LINE L. P. = LIGHTPDLE CV LOCATION MAP SCALE: 1" = 200' > 40' 40' 10 11 12 13 14 50 15 50' 16 17 t02 NOTE: NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYOR'S SEAL 18 E. - 401S 35 19 20 21 ST. 50' 2 22 50' 3 30 30 w LEGAL DESCRIPTION: Lots 22 6 23, Block 35 of "AMENDED PLAT OF MIAMI SHORES SECTION NO.1 ", according to the Plat thereof, as recorded in Plat Book 10, at Page 70 of the Public Records of Dade County, Florida. PROPERTY ADDRESS: 2xx NE. 1 0 1 s t S t r e e t , M i a m i Shores, F l o r i d a , 33138 SURVEYOR'S NOTES 1. - TYPE OF SURVEY: AS -BUILT 2.- LEGAL DESCRIPTION AS PROVIDED BY OWNER. 3.- ALL DISTANCES AND BEARINGS /ANGLES SHOWN HEREON MATCH RECORD DISTANCES AND BEARINGS /ANGLES UNLESS OTHERWISE NOTED. 4. - PROPERTY AREA: 11, 655 SQUARE FEET MORE OR LESS. 5.- THIS PROPERTY IS LOCATED IN FLOOD ZONE X, BASE FLOOD ELEVATION: ( N /A), AS SHOWN ON F. E. M. A. MAP COMMUNITY N° : 120652, PANEL N° 0093, SUFF I X J, LAST REVISED ON MARCH 2, 1994. 6.- UNDERGROUND FOOT INGS,FOUNDAT IONS, UTILITIES OR SEPTIC TANKS WHERE NOT LOCATED BY THIS SURVEY. 7.- THUSLY INDICATES ELEVATIONS BASED ON NATIONAL GEODETIC VERT I CAL DATUM OF 1929, ( N. 8. V. D. ). AS DERIVED FROM BENCHMARK N° -397, ELEVAT ION: 9. 80' , LOCATOR INDEX: 3100, AS SHOWN ON METRO DADE BENCHMARK BOOK DATED JANUARY 1994. J. F. LOPEZ & ASSOCIATES, INC. CONSULTING LAND SURVEYORS AND PLANNERS CERTIFICATE: LB -N °3192 STATE OF FLORIDA 555 EAST 25th STREET, H I ALEAH, FL. 33013 Ph: (305) 836 - 1822 Fax: (30S) 835 - 0754 836-0937 I HEREBY CERTIFY: THAT THE ATTACHED "WAIVER. OF P'_AT' IS A TRUE AND CORRECT REPRESENTATION OF AN ACTUAL SURVEY MADE UNDER MY DIRECTION, AND MEETS THE MINIMUN TECHNICAL STANDARDS SET FORTH BY THE FLORICA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61- G17 -6, OF FLORIDA ADVINISTPATIVE CODE, PURSUANT TO SECTION 472. 027, FLORIDA STATUTES. FURTHER CERTIFY: THAT THIS SKETCH OF WAIVER OF PLAT IS AN ACCURATE REPRESENTATION OF SUCH SURVEY. AND IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGE!'. NT. JOSE FAOP+EZ CERTIFICATE N'3066 STATE OF FLORIDA FOR THE FIRM F. I. P. 1/2" NO ID �- F. I. P. 3/4" NO ID. SKETCH OF SURVEY sCALE : 1 " = 2 o ' 0. 1' CLEAR 0. 1' • 19 5' GONG: ShK 15' ALLEY 77. 61' 4 1.1. 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E4 Syi€iV rEfBr ' WI! kt(. coo * 8E£)11detti . 13ttjt, iR t ttftL;;t ?t if f 1 1VL01 t , i y $45�.?ESL .- t+LCEPT G �. j y t.V3 Gs)?IA t i. 6"Tat ,u.,' 4 RVI. 1ti'd1tr. Ftit 3113 (e #,) ;iet -?It5 .. s 00),,okst t' ?31 ifiCt: S .. wq1 $ 1 - 7041 -tli93 1:6 /, :11- I . t cn`3 t " ` iffy t t o. A B B R E V I A T I O N S STY. • STORY S. I.P. • SET 1 /2PIPE WITH CAP N'LB3192 CONC. • CONCRETE C.B. S. = CONCRETE BLOCK STRUCTURE SWK. • SIDEWALK P. P. M. • PERMANENT REFERENCE MONUMENT RES. • RESIDENCE P.C.P. • PERMANENT CONTROL POINT M.M. • WATER METER A/C • AIR CONDITIONER UNIT W.V. • WATER VALVE C. B. • CATCH BASIN C • CENTER LINE N6D. • NAIL 6 DISC U. P. • UTILITY POLE F.H. • FIRE HYDRANT F.I.P.• FOUND IRON PIPE G.F.E • GARAGE FLOOR ELEVATION U.E. • UTILITY EASEMENT M. F. E. = MAIN FLOOR ELEVATION C.L.F. • CHAIN LINK FENCE L.F.E. • LOWEST FLOOR ELEVATION SWK. • SIDEWALK 0/E • OVERHEAD ELECTRIC LINE L. P. • LIGHTPOLE -I coKC, AREA c C.1 w LOCATION MAP SCALE: 1" = 200' A0' 1 ..c' 10 11 12 13 1 b 4 NC NOTE: NOT VALID UNLESS SEALED ;11TH THE SIGNING SURVEYOR'S SEAL 50' 8 7 6 9 15 16 17 18 50' 5 19 4 20 3 50' 2 1 50' '22, 21 23 - 1 01s 30 w L 30' w SURVEYOR'S NOTES 1.- TYPE OF SURVEY: AS -BUILT 2.- LEGAL DESCRIPTION AS PROVIDED BY OWNER. 3.- ALL DISTANCES AND BEARINGS /ANGLES SHOWN HEREON MATCH RECORD DISTANCES AND BEARINGS /ANGLES UNLESS OTHERWISE NOTED. 4. - PROPERTY AREA: 11,655 SQUARE FEET MORE OR LESS. 5.- THIS PROPERTY IS LOCATED IN FLOOD ZONE X, BASE FLOOD ELEVATION: (N /A), AS SHOWN ON F. E. M. A. MAP COMMUNITY N°: 120652, PANEL N° 0093, SUFFIX J. LAST REVISED ON MARCH 2, 1994. 6.- UNDERGROUND FOOTINGS, FOUNDATIONS, UTILITIES OR SEPTIC ANKS WHERE NOT LOCATED BY THIS SURVEY. 7. o pO THUSLY INDICATES ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, (N. G. V. D. ) , AS DERIVED FROM BENCHMARK N° -397, ELEVATION: 9.80', LOCATOR INDEX:3100,AS SHOWN ON METRO DADE BENCHMARK BOOK DATED JANUARY 1994. J. F. LOPEZ & ASSOCIATES, INC. CONSULTING LAND SURVEYORS AND PLANNERS CERTIFICATE: LB - N ° 3192 STATE OF FLORIDA 555 EAST 25th STREET, H I ALEAH, FL— 33013 Ph:(305) 836 -1822 836 -0937 I HEREBY C E R T I F Y : THAT THE ATTACHED "WAIVER OF PLAT' I S A TRUE AND CORRECT REPRESENTATION OF AN ACTUAL SURVEY MADE UNDER MY DIRECTION, AND MEETS THE MINIMUN TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61- G17 -6, OF FLORIDA ADMINISTRATIVE CODE, PURSUANT 70 SECTION 472. 027, FLORIDA STATUTES. I FURTHER CERTI THAT THIS SKETCH OF WAIVER OF PLAT IS AN ACCURATE REPRESENTATION OF SUCH SURVEY, AND IT IS TRUE AND CORRECT TO T E BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. Fax:(305) 835 -0754 JOSE F. LO • Z CERTIFICATE N'3086 STATE OF FLORIDA FOR THE FIRM 1 LEGAL DESCRIPTION: Lots 22 6 23, Block 35 of "AMENDED PLAT OF MIAMI SHORES SECTION NO. 1" according to the Plat thereof, as recorded in Plat Book 10,at Page 70 of the Public Records of Dade County, Florida. PROPERTY ADDRESS: 287 NE. 101st Street, Miami Shores, Florida, 33138 4 u. P. F. I. P. i /2" 15'ALLEY NO ID. �r9� C[E/)R F. I. P.3/4" NO ID. CLEAR 0 .5 Ln M SKETCH OF SURVEY SCALE:1'=20 ' /. --1 r f' 0.1' O � c' 6 , C7' .6 ' 32 5 Lri � Q '2 '1 FEU!c C 26, / re, I % NEB. 0 w F- CC w U 25 fq x'.85 8,4 ✓•. \ 26,6 C yFl1 G' f ✓' �Cf1 10'ASPHALT PAVEMENT w.� -.� 102. 46' 20, 6O' 2 / p:.c:s /GE,UCE /1-° 26'7 //2.5 ,:-. 7' //.70 N 1 'i2 •7 77. 53' 5' coNCr.S , , 102. 57'' i . ,- .E - 7 - /✓AIL & c4P 19.5' ASPHALT PAVEMENT I: 101st • / co i/FAF� ap / kt 26,63 �r ST. 2s. U 0 C LO F. I. P. 1/2" NO I D. tJ m NO T E L Mar 25,99 15:24 No .015 P.01 Mar 0321bW Miami Shores PLANS V<AIMINATION SHEV JOB SITE ; t'dr%) ' DATE; OF EIVILW: j •••■••••■••••,*...wirwer CODE SECTION ( (' ) V 0 tfr A fe// a r 141 Fay . 1.1i 0. i ke Alm 4P$i 1 4,449,14 6 S'(a) 6)(1C oismitftwor tfor*04' FA) rA:e r 't 16 T:14,1 (1;) tt tt.4AeAs 10(0 I • r 'AGE LOCATION VillaQu e) 1:a 5 /1 f hg1,41 ,3/-z 4. .511-rp ) • 30[i /L* UI .A. .11 4.0 •••••■■••4 C On lim S dAs re tt- 0106 10 x00 gdee“ 111 N/r\ 1- et.,t l'er 5114.4 71v 161.)NiN 4440,r, !/ 4 ,:, c era ,t' /4 e,444. eotoieot ( iN111'N 1,■,/^ $ tfP 0.4.,14-cAg.t.C. / 6 IF'r 6 " HL 0 A- ‘. ■,, e al Y . !;c4, L 2 0 & / Pr "'Yemen Cle r Sie neer fil d 1. REVISIONS BY Date , 1, lei Scale A* +u .)N Drawn 135 . Job 01107 Sheet I Of 1 Sheets 4, N �r tli 11111111111 1111 AC 0 II BATH 11 FAMILY' ROOM 34 SH LIN B-10 O BEDROOM 10 1 0 11 J ric 11111111111111111 34 SH (TYPE EGRESS) KITCHEN �ID FL 1 _1 IC Io Go. / A LIN 11 10 '0I 10 RE F__ 11 • gh 6 va il ' ARCH a • BEDROOM I II 10 1 0 11 8 - 102 ( 9_) ro 111111_ :1111111111111011 P S (TYP TERRACE O CL A = t 10 - 8 -10 2 I • 6" III - „111 e40i 6 n \\ rrh 111111 n _ � U - �, DINING -ROOM q' y{ 12 - < < 4 r L.,-!'M FOYER o° 1 I PORCH =° 4 " QS 1 - III 1. g TI mI (SUNKEN) LIVING -ROOM - Au 12I i1 o i fIN.FL.ELEV M .6.L. +1 1.14 (AT tiurlicerl iktvi C� ;‘IL. V!)L)/4 I1\%Pec4loN *MP PIDa. 1)jtlH A MAXIM -IVIA SAr A60(\-k_Ae)I 1 3>✓AP)lNC 1 CA- Lt o 2000 19. .1 I F oTH coN ntT loNy A�� � cou0 - - CIEP)aP . 1Ntr_.Pi . IN UJ2.1 - ri JCS. I 1 - ( 4 11 01 INNS D • e/ /urouri me.e..mezew.r. Arzer I oomatF I/ 1 1F(W##$P4.4 p�I 4 11 • )1c iZ (SEE GARAGE NOTES) i hlrOj GARAGE I�I,�II r11 M 1111151° I111111111111111111111nir11111N111111111111111I1 !41111 23 23 11 4 4 GLASS.BLOCK Oi�IIil_1 :1111 ARCI-T- UTILITY SH • M. BATH 11 • 1111I111E11 in 1 ` 23 4 II SH 2 -� 11 I o / OOP LIN. 2-J 21 e amhap v p00g..'; 1111:1 k , 1 - • MASTER BEDROOM 11 Nt W (') 7 t< W ooD -c t-, ''4T {P• qL Mb,02. W11? StP�►p • . FLOOR PLAN 1■4,.L -. 1- It•I�. ( 2 (o t� -� EXTEN t ON t/LA,J T I; I, MASTER BEDRO lc Ex 1 rI,iIJTeV- tt l& II SC: I14 1O ? of *. WD. eASE BD. COMPACT FILL TO 95% PROCTOR MAX. DENSITY EXPANSION JOINT REQ. 1 1 1 6141 1 #4,\ ° s • 1ZI LNS‘..S■ FORTH ELEVATIO\ sc: Un" ELECTRICAL NOTE. XI 91" I 14 4f LEGrP‘10A1� 6,17 .vme. GArAcily r-OK Aoo'1... loan. VAGiNT Mft'',4I4 wf - - / I N 'hi fa l j&•f tee-e--fr. 10 NrcW e.XTI✓N1aA MAhTa✓�� p t;D 01--t . FOUNDATION \OT ES : WF. --1(0 -- ,-_.10> ) I C'o't GONG FT • U 1' x 4' P.T. WD. F I RE STOP 12 w/44 Yee;r• \`J ` X x W/ 2.4 11Lr . I45IN gr.oue_P G�I.L v -e alt ti coi`c-• vTT.wf 1# Cx.N j. TRUSSES R -19 INSULATION 1/2' GYP. BD. ON I' x 3' W. FURR STRIPS a 16' O.C. GYP. OD. ON I' x 2' UJD. FUR STRIF'S ID 16' O.C. INSULATION REQ. .- 4' TI-K CONC. SLAB W/ 6'x6'x'1aLUU.MON 6 MIL. POLYET14YLENE VAPOR BARRIER 1 1 u 17 .1 .fl kti -u 4 I •w iz j.,T£$u i t1A typ. wall section 12 tititfit 16' wilt (2)- STL. RODS MIN. &0I BENT a CORNERS FOR CO•TINUITY 26 MTL. SAVE GRIP 1' x 2' U)D. BKCs L' (wxiSYa I" x 4' W . FASCIA 1ST. ' x 12' P.T. W. FACIA, ve -xT• p�-r• 1vAl CEO To J0161 CO Vi/6106419 U1112 uo /�otrEL - ( HO Crw /i- 22' e-�' - c'" >200 p I Nei (;)GU N 'L�Q� -a' x 12' CONC. TIr 1,I)/ (4)- 4 . "3¢ 43' O.c. NOTE: lot (4) - TO ISE IR 12' 0.C. Iv CORNER3 1 k2 5Tucco TIE COLUMN 6TL. BEYOND d o ll I- AP(M1N.) roil) ALL Y -T 7)e(rlF. F11•1 CxfADl= 16' x 10' CONC. UJF W/ (2) - CONT. •Calsu 3 4'. 1' - 120-1L-1.- E to,c T Mtv•s o It ;t ro Ex'tsr. rooTlNcl. LiN . � L GENERAL NOTES: 1 1 AL t .y \ \` EAST ELEVATION. so. ua+ 1. The Contractor shall verify all dimensions, elevations and angles and all other existing conditions prior to commencing any work. Contractor to also verify and approve all information on drawings. Acceptance of these plans constitutes approval. Please notify Engineer by certified mail of any conflicts or discrepancies, if any. 2. The Contractor shall furnish and be solely responsible for all temporary bracing and shoring required to maintain plumbness and stability of all structural elements during construction. 3. The Contractor shall obtain from all subcontractors the the final approved site and location of all openings to be provided for respective trades. He shall be responsible for location and details. 4. All concrete for foundations & slabs on grade shall reach 2500 p.si. compressive strength at 28 days, and all columns, grouted cells, slabs above grade and tie beams shall reach 3000 p.s.i. compressive strength minimum at 28 days unless otherwise noted. 5, Contractor /owner shall be responsible for verifying required grade & finished floor elevations with repect to Dade County Flood criteria, existing crown of road elevations, Federal flood criteria or any other governing body. 6. Owner and Contractor shall notify Engineer in writing, by certified mail upon commencement project. 7. The Owner shall be solely responsible for investigation in reference to whether structure can be built on site. Payment of these drawings constitutes acceptance & agreernent with the following statement: No party shall initiate any kind of litigation against Emilio Castro & /OR E.C. & Associates, Inc. ' I' iAT 0 M IA•M I 40t0! i> Tlal �1 ° rL-Ai I oDK. 1 -io A d 2ITlp fJ I, - K ft) 10' -4 44 } 1\1&. I ©I 4 T SITE PLA \ �� I ll ao ' 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • ilirhi::! 6 'va BATH BEDROOM KITCHEN ' I1-,} II � 2 1 *11. 4 O II tl &; !I 7 . i i I 7 IN• L .ELV ;M, .1.. f ll.Ict (AT 6 1Nlc .1 L LVUU4 BEDROOM ��I,! t ! o i► ARCH DINING -ROOM (SUNKEN) LIVING -ROOM FOYER IC1I 111111IIIUI111111Ur111� i►1.11 :1 UTI LITY A RC I-T"N 1/2 2 SH NM of W.9414,41.40~~40:04,41WMAXI4PW414/1,0011~~4/41/0/./41/44WAII MASTER -N - W ('Z) x� d t ut02Q-6 1.1 -F t 91 / +T r. �1. 6y,ldln �-e T�IP�H�i WNT ' 5re-tr • . ( y II :IIthi F' "xq a ll i �It:Nlllllic` 1 l t�rli11111M111lllrrllllli11111111111 IIIA II 11�lIIIIII S H GENERAL NOTES: ELECTRICAL NOTE. ( I '' TI W c , cr ag► � t�►vic- Has At2e6VAT GArAct ri rag Aonti 11,e049. vAcAN1• A -21 W 1 VA 1f' , - 414 1 /2 f02 r✓N 4LL 1-16,$ 10 - He Nr W MATT P7 l tvv, et.-t • 1. The Contractor shall verify all dimensions, elevations and angles and all other existing conditions prior to commencing any work. Contractor to also verify and approve all information on drawings. Acceptance of these plans constitutes approval. Please notify Engineer by certified mail of any conflicts or discrepancies, if any. 2. The Contractor shall furnish and be solely responsible for all temporary bracing and shoring required to maintain plumbness and stability of all structural elements during construction. .3. The Contractor shall obtain from all subcontractors the the final approved site and location of all openings to be 'provided for .respective trades. He shall be .responsible for location and details. !4. All concrete' for foundations & slabs on grade shall reach 2500 p.si. compressive strength at 28 days, and all columns, grouted cells, slabs above grade and tie beams shall reach .3000 p.s.i. compressive strength minimum at 28 days unless otherwise noted. . 5. Contractor /owner :hall be rsponsible for verifying required grade & finished floor elevations with repect to Oade County Flood criteria, existing Irown of read elevations, rederai flood criteria or any 'ater_ governing body. 6. Owner and Contracto( shall natr`fy Engineer in writing, by certified mail upon com nencement project. 7. The Owner . shall be solely responsible for _investi l otion in reference to whether st ucture can be ;built on sFt Payment of these drawl gs constitutes. acceptance agtee n I vith the following state ent: No party shall initia any kind of = litigation against Emilio Castro ` & /OR E.C. & Assoki Inc. V) N N 345H (TYPE EGRESS) 24 X s! PRINTED ON NO. 1000H CLEARPRINT • IC Iall I 34 S (TYP EGRESS) 1W-toe e 4" 4 0 1 1 4 a if 4, 0 4 2 23 SH 23 �III �! o II FLOOR PLAN SC:1 4 t / 6 014 W 1Tz ME oN 5/0 • I' L N P to/ 61 77 v r l• . Gt'ekcia IGAL 6/- 007,c (2 X Cv t1 coo .t p g, woov f-I S ror 't=-l9 lNSuL- • /b t 5( 1 �`�'• l o�L7. t d '� u /2 f x 2.11)e l r.-r. W • r1N ,fL , \ . �i �C(� Illy h t` ce<1G.. /e,xd " �rY+ W/I-t c40•T. 1- �--� -- Gec; aN5P IN GLAZING. j5E4S,p VINYL u.EAhJER 6rRIFFING PERIMETER • tEAt1MT 9AG( 51EPRING sill detail J � —_ 1 1,I90 °0I O2,ST N&,IoIT PERIMETER SEALANT AND COCK 2EDDM3 side view window jamb detail WG 9 .4RTER L.G. L..a 5CREu.3. a _3' O: E rsc�res�z�K wEAraER31NIP' PERIMETER BEALl..\T AT-ID 34 :<9E?c,T:a plan View window jamb detail 11=-7:7 r toki '! M e,N p i=1 .r t-Ai 0 *- IG 1 1.1?. io,r 70 l 142 Dail �oniT�o -- 7 4 1 4 ,) • si 7'x4' LO 6 ARTER 6T;l93. PLA\ :TruLiLL I Q2 U.O. L-4,5 'CF55113 4 ^4' 5 =_E : GIFIC -4,11 l. REVISIONS .' \ a A\-‹!cu.N% • tT. 1- 4 Date _ r �q Scale A* .i.oti Drawn! Job 110 Sheet Of ` Sheets BY r 2:0"i\UV 1:E0 (oorkoW P0.0ek, r‘yrva KO. MAPT • 40 IN MG To 061 PANEL. - Psf. A, WIG 1 ErPtic-TUW 511110-0 ., --- - eite1 c:)ollikirst5 lo ge--ipirt. 1 ------ _ 1 - _ --- -- i ssierdrirt4 covetzazo 11224 , )• (11®1 Lt o k- t Falrirti -4 ED i■__ 6 vvt vcaliviri. Q0 Foorir14 lo 14 We2.4iie zucamcc LrAiTi Ni.aro oat. Cryft) 6 / 1 1 VEK toki-'elt a4 v o + %ae, 1.4 A1.4. 6 4111 eA7 Mi-leice(U% )1r4 p r:1 p-1E04) pr ::16/2.oplamil6T t .T W k4a4 #41 ;e top wrr VIP • I @ Te.1 se-1' to' / 614'lb I 20 a 3 O ecor era- tab.17.6 1 - 1 I 2 - ci) • arii. riart-5 CD .tHoil... prIlleTE leCP oFourrtv41H4 zc par: urnrim'aiPtio . _..1.,cer1 1-41rio lci6o0 1;s12- . •,r;cor2. t P-411 51-1,14. r -- 4,bFlir1r -- t - 45F 1 ,F. • - - 4 .1-v-c4.-112..y caU/4.4TY 4t1-1 :r.- leo° mI ,i2elrircigce H;41 »f 141TH 4000- if FE" j c1 elP HoPrzot FiariFooKetle tfAcela p I oh v&- Prqtt4D 4 Mb PE CoLat^ti 44 ttriPte1 eco-i-rY •i c. =soot) MI 1 1 toprri4 SI-in1.. 'WI' A tlirlelUel or I tt1.01 14.Parrrapp.ce. It-IF(1201t-t4 1. u.. HiTHeur wiaa ki •Py Flbi C . LIGffNSGri me To sueotT A. Wilt-1 bit.1 w1.4,e7o p-rru5nt T11 i1/4r The situ 'INS SEVN 0e5W-VeD Nip RION 014100 Cot4C41WNS ktE 51molvto nfte of 0egt , 170012. SHALL 12051 +30.41 4. P5F o f-12ratt14 caR...iktmoyake& rie4 6Paiir4 IrITO eY4E2T. VA).- ma/1Pa 1404a1161 Vtetr÷t> _ 045T. el-al 1 11 Loctcll0t4 Opetr-6)(4e 1 :xwElz ' car a irtto bent-t/couit-11 GeaX .(- 0461 TIE caurri [ _ _ t atuori I r. TriEt4 revririG __ • I - -10 4 e - dt 1r14 Peorlda _ 1 2* 5 itkiY42 , ..erd,"lrit0 -Rolm _ . . kgti,R*I , Fittvek.' :3W eLori cro ...•••■■••• 64creriTEOKE I i EVISION6: CLINT: 8CALE: DATE: SHEET TITLE: PROJECT No: SNEET No: co AS 81-10a1 2/2oicer I 1 FQ D WP AP R Ea 4)7 O P aECINCAL SYMBOL LEWD t1Y 01. „ DE98RIPTION FLUORESCENT F1XIURE FLUORESCENT FIXTURE. BARE S•TRiP WALE. IAQUN (ED LUMINAIRE. VERIFY HEIGHT N nElO. CEILING MOUNTED LUMINAIRE JJNITI1ON dOX DENOTES IJCHT F1XTUME TYPE. SEE SCHEDULE. SiNOLE -POLE T000LE SWiTC4. +48"; SWITCH *a' THREE -WAY TOGGLE SWITCH, +48 INCAND. DIMMER 8MATO14, 126V, +4A' AFF (800W UIN. UNLESS OTHERWISE NO1Eo ON FLOOR PLANS) DIMMERS SNAi..I. RAVE ADEQUATE RATING TO SERVE UGHTINO 1 D. INC1sN0.3 -WAY DIN SWITCH, 2'3V +4M air (wow MIN. UNLESS OTHERWISE NOTED ON FLOW PLANS) OII.U SMALL NAVE ADEQUATE RATiNO TO SERVE UGET94O LOAD. CiEllJNG FAN VARIAN SPEED OONTRC. SWITCH,20A,125V.3W +48' 9 DUPLEX RECEPTACLE OUTLM, 15A,125V ( +1e' OR OTHERWISE NOTED) Val MOTES GF1 1WE OUTLET. 15A,12t3V +1 d' AFF SINGLE I CEPTAd.E OUTLET, 20A,115V,3W OF11ER OUTLET TO MATCH EQUIP. PLUG. 30A,120/240V. 3W IP -4 Ma4IONE WALL MOUNTED OUILEY +111' MO'Im 9ZE AS INDICATED MOTOR STARTER OR CONTROLLER • DIS40NNECT SMT(14s 3 OF POLES: 30 RA11NO4 20 SIZES F - FUS1 SIZE AS PER EQiJIPMENT MANUFACTURER GENERAL PANELBOARO CONDUIT RUN CONCEALED MI WALL. OR C JUNO TICKS DENOTE CONDUCTORS► LONG TICKS - NEUTRAL; SHOT TiCK -PHASE CONDUCTOt ; G- EQUIPMENT GROUND DEI401E3 ° PENDANT' DENOTES 'WEATHERPROOF' EQUIPiMENT DEt1OTES 'WOVE FlN15N FLOOR' DENOTES "EMPTY CONDUIT' COMBINATION CEILING FAN / UCHT FIXTURE SEA JRITY F1.000 UGHT MOUNTED ON ROOF DYE AS DIRECTED BY OMR ARCH. COOED NOTE SEE COOED NOTE SCHEDULE, NOTE M ti • WOO 4EhratoR OW. 11101 1266 WITH DA AY' HACK -UP,. C ONNCCT To • BAIF{ROOIJ UG1T1N0 UNSIITi E C RCUIT.(U --). INIIRCO1 NE01' ALL DE(EOTORS Fc.R COMMON OPERATiON MEN ANY DEVICE IS ACTIVATED. B#iiJ,E0 J. O * rat Mow MtO. FIXTURE T!l t:1ntET 111'A?F. PROVIDE 1/2''011)UIT/CA8LE TO HATCH E?',STING t STAUAflON. w .15oA METER 1 10000 AIL' 2' RCaC FROM POWER COMPANY TRANtER PAD 4 CONDUCTOR TO 0 FOOT 5ECTiON OF FOUNDATION 13TEEL AND TO CUJP. ELECTRICAL RISER (15N511AL-t LECTRItikt. Narita 0 . 1. U I NI1#.Ll S I X'E: SIiA1.L 12 1VG • "r 1IT1.'nt E)MCf^PT IO OF ' '1 f:• LIGHT AP'D RECEPTACLE C IRO/ ITS WHICH ARE /14 TIN, T1M4. 2. CONDUCTORS, 1M12'AND SI{ALi. DE: TM, TIMM, MIN.. 3. ALL CONDUCT RS SHALL : ' 8 COPPER. 4 . C O W D U I T :IN F I N i SP4EO : AR SHALT~ ' DE CONOT.AL ED . 5. OONQUtT IN UNF INISHED. MEM SHALL, 8E EXPOSED. 6. FUSES SHALL. BE DUAL. EI.ENENT, : T I ME' DELAY 1 YPE. 7. . INSTALL NYLON PULL STRINGS z WALT. El•I'TY YONDUITS rOR FUTURE USE. 8. ALL DATER I ALS SHAM:. DE: 10.1. ; APPROVED. 9. VJORIG ANSH I P SHALL BE TO HEST', COMER I AL I''RACT ICE . 10. INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL, STATE ANY NATIONAL OOOES 11. ALL LIGHT FIXTURES TO' BE SE1.1CTE0 BY I NT'r R I OR DESK 11RCHi TE15t' ANT) I NSTALLED BY CONTRACTOR 12. RECESSED L I GILT F I XTt,1R 13/41 t OR ' 1Y SHALL f '' CCI�i' L ETELY ENCLOSED AND VAPOR SUI FOR WET LOCATIONS.: 13. ALL LUU I NA I RES SHALL- BE` PROPERLY SUPPORTED I N • ACS' W I T11 11E CE I L I N0 SYSTW IIANUFACT JRER, RECCOMENDAT 1 ONS AND LOCAL COOE REQU I REIJENTS. 14. RISER ME 01 AGRMI11AT I C l t''0V DQ ilt4T SI EVE:AY kW REQUIRED FOR •TILE INSTALLATI r . • 15. i l l I S DRAWING 15 A Quiet _The' P N�7ALLAi ION CF' ELECIR I CAL' SERRV ICE. 111E . ELECTRICAL CONTRACTOR .I 8EPOi4I8LE +Q PROVioe,A FUNCTIONING SYSTEM,.• 16. A/C EC +JI1ZNT WIRIN0r. ER; AND FUSS SIXES ARE RA,5E0 ON A/C EQUIPIENT SPEC I F I ED ON CONTRACT' I NGS. CONTRACTOR I S RESPOI+1S I BLE FOR PRO/ I i1 I NG ALL W I R I NQ OHEAKEkAND FUSE STIES IN ACCORDANCE; W I TH A/C EQUIPANT NAIAERATE RECNIRE1►ENTS IF DIFFERENT FRO/ - :THAT: SPECIFI ON ORAWINGSj -AS WELL AWRY. CWANGMBEING!AFFECTED. CHANGE. CONTRACTOR SHAL kW( ABOVE GENT I C ED CHANGES AT NO EXTRA COST. • 11. CONTRACTOR SI1ALL CQ '1lMAT> 'At,L,NIS-WOf WIT`N b' itt: 1� 1tt b l ' TO 1'URN I SH AND INSTALL: Ali. CQNTROt , W I R I NO AND RACEIMA'I'S r AM PCNIER . • CONTROL CIRCUITS WIRING M1 }RACEVIAYS AS- SI'ONN TKAII1). CONDITIONING'. DRAWIF41 OR:SPECIFICATI IF AIR,CQIUITIQNIN6.PRAd INDS'REFER`• MANUFACTURER'S-WIRING q A �{� - HE GQN i RACT SIIAL :TER I oRK'EY W I TN 3J1f ' IdANUFACTURER ALL REQUIR IS » l NCLUOE ALL RELATED WIN HIS CONTRACT, 18. ALL CoHD1>C' COS SHALL f1 f f tW CO JOU la, A' CI10IN I ice: . PROIPERLY SIZED 1iUS =BE INSTALLED .AS- PER H E.C. • 2 " ,its 95. 19. ALL ROUGH -I N D I IUENS I DNS ARE TO CENTER LINE OF DtV 1 CE UN . , I.ESS 1 tr NOTED 4s,_ 20. ALL DEVICES $140#1 ARE NE!W. 21. ALL CEO. FAN Mt PENDANT I tt)` I:tt. SHALL it VE OUTLET" 86E6 Oit fit. '' IIi71 D'. '1 81 N INCS 8: 1. :ALL IAVAT f REaPTACt.'E$ : T1 8E;11Q0N 2" A.F.F.r 2. .. ALL-NEW EXISt114 LAVATOi11Y REC P .S TO BE GFI PkITELIED •. COOEDI NAT t ...LOCATION OF AiR Oat) iTIONtri; I WW1 .011IT DISCONNECT . SWITCH WITH A/C. CONTRACTOR�`•TO KEEP ,:`REQUIRED :CLEARANCE 4's • ALL DUPLEX :RECEPTACLES IN EXTER I Oq • /Rt � 1'O 8E OF I PROT)rGTED . _ . . . ., 5►:: .ALL ItC4X41 -IN 011/ENSIONS ARC TO CENTIR LONE OF DEVtCC UNLESS.OT1#ER lSk;• NOTED. .. . NOUBE CONCRETE FOUNDATION 0 5 FOUNDATION RET5AR MIN. 20 PT. LONGS El l50 RAMP. ELECT. MAIN PANEL WIMPOI pv it. w! 20,040 84, gvN IN E} �5{s KIAL • 10111-2 PVC. *1 Opk) IP e►n. N.T.S. 1 r 4TW CU IN 374' IN COND. TO ONE 5/8' X10' LONG STEEL RO FOR CAP3LE: M'TELEPI -•10NE CfROUND 412ca1rl oar - FJI. m Le Fr. 5 �l0 20 1 10 �o �0 12000 60� � woo Bra I �o� Gib UIte im 160 16 Ib 6 12 12 14 • � i� nn ammursounumm mom 111J111111 1111161111111111111111M \1 AGUZZ• 15 0A1.0+- ' ' L.' 17 23 Pis4q6L. 1 ?› 27 29 31 TOTAL POLES AM V.A. 5000 2 D r .20 20 20 2,0 1 � 111111111111111111111111121E1M1 MEI 616 G lfc AMPS POLES TOTAL CON - V.A. DUIT WIRE - REMARKS MI U CKT. N CKT. N° 20 22 24 26 REMARKS 6 rd Di 8 r • 10 19tw o,t, 12 1,U1 He 14 16 I.�, L 18 1A et4 L T CON- DUIT 1 /2 2 z ifl r TYPE: ORU U A U • SERVICE: VOLTAGE: 120/24c; I MOUNTING: L1.11t2E/ROMEX AMPS UJATT6 VOLTO 1 12 20 50.0 120 •12 20 300. 120 "12 20 300 120. X14 }5 400. 120 12 a o 500 12. 0 12 20 500 120 PANEL ELECTRIC PANEL G ESGRIPT ION G:t/WP PECEP GfVWP F C EPT. CIFIALIF R1:GEPT. LIGHTING c P RF;CT. 4F1/WP WM. 6PAGE 6PACE 6PACE ELECTRICAL LOA A. GENERAL LIGHTING LOAD: _4 SF @ 3 W /SF • D.- SMALL APPLIANCES CIRCUITS x. 1500 C.- FIXED APPLIANCES: RANGE: •REFRIGERATOU: DISHWASHER: WASHER: DRYER: CONNECTED LOAD LESS A/C O 10,000 WATTS 1 A/C (OR HEATING) @ 100 % * [ppDQ DEMAND LOAD la :51113 >_ � 00 WATTS SERVICE SIZE _ 1 ►/(/ AMPS D.- NEUTRAL LOAD LIGHTING, SMALL APPLIANCES • 3,000 W @ 100 % B no W @ 35 1 'RANGE x 0.7 = DRYER x 0.7 = 10,000 W @ 100 % 2$ '4@ 40x- act • 3 - 1 D 1 CKT 4 6 8 Iw 12 C A L C U L A T I O N 14 •{ "ACE 16 6P/AGE 18 WAGE COMPACTOR: WATER HEATER DISPOSAL: 60 AMPS DE SCF2IPTION WAGE 6PACE CPAC i'AcE MAIN BUS: I Oa a N 1 • NEUTRAL: 1 1 ,OI'I i • MAINS: LOCATION: GJHQW14 vcUS tL41t AMPS WIX .1 is .:1 38c WATTS p Dv WATTS 1, 11 IL 11 11 5.00 _0 D ,, O g0=a.a uomRew- t:=a atuv.seaa•mniti a=m=sam= =2= t uta n 3100 WATTS AND WASHER: 3,000 WATTS 3 t0$ 11 11 1 1 1 11 10 e AMPS 11 ttC) WATTS OTHER 115 V APPLIANCES = -4 000 TOTAL NEUTRAL WATTS * ' ' 22,a WATTS . c$•. AMPS • • ___ door scene mark dimensian material type frame wood thrs'hd YES wht'r strip t(e remarks 44L10 Ge4 wd. ht, thick 2,° I% �3 /a u-Foon , 1 2 2.2 6b 1 00 n iL-u ill 2' .. -- W o'tttV 3 � P 144 II-0a9 -nUOI W 'P . - -- i II 4 2" 4 $ Ire Avon +1.1.1011 ?Ll1H 1,140o' hoop , - - u 1 II it 5 2 4 _ I'r'e. 4.10'C2 6 2° 4a Wb I,1,100!' • 2I- Pow Roams - - l.ou✓ 9. 7 1° T. to b i Vv Ivit, U.i aA2 Iao #9 ' 01- x017 0 I- fo 1 ,{7 111DD t2 141,00 - .. .. i ,I 8 9 G 8 I t, !a,100 44 I, , J✓l,l101 1I.,1.1'H 141 D012 . !rtJO01 1 ( Ti )' tee 1 IGH d / • %{ '-11), 41... reer160 va,o. 1 10 2-cf Ga 1 3 I.AJ>'v -ciI 11 (0 1 IW' 9 LIt *N !U") .- -. I' I 1,t3 , e6.t. elf Gt.Ht1.GiAD 12 _ 1° p0 ( J Op. r- - oYt iA 0 - _ - f 'f {Ae e woe , • 14 i 34 men) ON ►N. 'Dogs QxtJAMiWT • CHAPTER 36 SECURITY AND FORCED FiNTRY PREVENTION BURGLARY SECURITY 1. All locks on exterior doors shall be capable of resisting a force: or 3 Ib. applied in any movable direction and in accordance with resistance standards set forth in Mecro Code 8 C. 2. All single exterior swing doors shall have alock to be key operated from exterior with a rain. of 6000 possible key changes or locking auxiliary single dead bolt with hardened bolt inserts. 3. The active leaf of pairs of exterior swing doors shall have same ocks as required for singIe exterior swing doors. The inactive leaf of these pairs of doors shall have multiple point locks with 5/8" min. throw bolts with inserts. Sliding glass doors shall be provided with sliding door de or - a bolt or pin not removable or operable from exterior, jamb, head, sill or at meeting mullions. These doors shal reinforced in the strike and lock area to maintain bolt st effectiveness, if necessary, and such doors shall hive no removable from outside which would facilitate ready entry outside. 5. Not applicable. 6. Hinges on exterior out swinging doors 7. Jambs of all exterior offset type i simt ar fabrication, co prevent defeating t and the integrity of locks and Latches. 8. Single swingingexterior doors, if wood s Tess than - 1 318" thick. 9. Glass and exterior doors shall comply with Standards Institute's - Standard 297.:1. 10. Vision panels in exterior doors other than glazing within 40" of the inside locking activating device of loose and swinging doors. shall comply with American National Standards Institute's - Standard 297.1. 11. Sliding ,glass doors and windows shall be in EeT J so that no panel can be 1t from Ole tra position and so as co comply with the Archi Assoc. Standards for Forced Entry Resiistanc 12_ Not, applicable. 13. Not applicable. 14. Front main entrance doors vision panels. 15.. Doors and windows by Yale No. 5657, awning window shall have note- removable pins. in-swing doors be rabbetced, or of he purpose of the strike hall be solid core the American National stalled and constructed cks when in the locked tectural Aluminum Mfgs. e, AAEA 1303.3 shall be prcovided with a door scope or Ogron Producccs : ( equal) sliding door No . 5704, horiizoncaL rolling No. 5713. ad bolts at the Lbe rength screws from of not area finish schedule window schedule mark dimension °' width height uni ts. type sill remarks floor . walls ceiling base wns'ct trim remarks REVISIONS Q 0 W to L.L. W CO CC t.... co � u7 Li � < r.. U0o LL.J O W O � V: Q x w W Nfr-- DateAU G. 3035 Scale Drawn R . P Job 9510 Sheet 9 Of 9 Sheets REVISIONS • UNIT NO. BY TOTAL CAPACITY BTU /HR 4 2 SENS CAPACITY BTU /HR r 1 "159 CFM • SUP ?LY I400 CFId 0 /AIR - HEATER KW 10 ESP -IN WG. 0.30 TE}. ?. AIR ENT. COIL Da /Via 80/76 -C.U. FLA VOLTAGE 1 -60 -240 MANUFACTURER Mt et? 11 COIL MODEL _. , , AHU MODEL D1GL -6088 c.u. MODEL . RN*d42!A SEER I (.D LIQUID /SUCTION SIZE -IN •" 3 /f OateAU ( 30/95 Scale 1 /4 II Drawn R . R Job 9510 Sheet Of .`. sheets. ( SPLIT SYSTEM SCHEDULE • UNIT NO. TOTAL CAPACITY BTU /HR 4 2 SENS CAPACITY BTU /HR r 1 "159 CFM • SUP ?LY I400 CFId 0 /AIR - HEATER KW 10 ESP -IN WG. 0.30 TE}. ?. AIR ENT. COIL Da /Via 80/76 -C.U. FLA VOLTAGE 1 -60 -240 MANUFACTURER Mt et? 11 COIL MODEL _. , , AHU MODEL D1GL -6088 c.u. MODEL . RN*d42!A SEER I (.D LIQUID /SUCTION SIZE -IN •" 3 /f II V A C N O T E S 1. The contractor shall furnish all labor, materials and equipment shown or indicated for a complete II.V.A.C. system in accordance with these draw- ings, and the latest edition of the following publications: a. N.F.P.A. pamphlets 90a and 91; b. A.N.S.I. 8 -9.1 Mechanical Refrigeration; c. S.M.A.C.N.A.; d. A.S.H.R.A.E. 2. All air conditioning ductwork shall be code galvanized sheet metal or 1" fiberglass. 3. 111 exhaust ductwork shall be code galvanized sheet metal. 4. Provide 1" PVC condensate drain for all air conditioning units, and drain to outside as shown on the plan. 5. All air devices and diffusers (registers and grilles) shall be all alumi- num construction with aluminum exposed surface. All air devices shall be as shown on schedule or plan. 6. Provide opposed blade dampers, turning vanes and extractors at diffusers and registers. 7. Thermostats shall be one -step cooling /one -step heating, with system "Heat- Auto -Cool - Off" and Fan "On -Auto" selector switches. Use Honeywell or an approved equal. 8. All refrigerant piping shall be copper. Insulate all suction lines with "Armflex" or an approved equal. 9. The contractor shall be responsible for balancing the H.V.A.C. system and for printing instructions for the owner's operation of the system; also stating Items covered by his guarantee. The contractor shall provide a liquid line dryer and sightylass for all systems. The contractor shall provide matched system components as specified or an approved equal for operation at the specified electrical requirements. Electric strip heaters shall be unit - mounted, complete with fuses, hi- temp cutouts (auto and manual), relays, etc., and with sizes as noted. The inside of all visible linear diffusers shall be painted flat black. Provide return air filters on all air conditioning equipment. Fire dampers are required on all primary air conditioning systems. CONDENSING ' UNIT H.V. A .C. GENERAL NOTES 18. Roof -top air conditioning mounting shall be equal to korfund elasto- grip V" minimum thickness. COUCFETE BASE C.U. MOUNTING DETAIL nts � 1 t floret.. //4 A I+ctI F G r A �Ea 144 Ge Ig144 44 4 s( WeL,rr.D rn Coptr gH 4iL /5 I14 4."J 46-temS f3A.S moll N,EVAr1a1 SEAL JOINT WITH DUCT irk 211 X 3• IMNTIO ON NO. 1000/ CtWIPAIN1 • .Provide fire dampers in all ducts passing thru fire division walls, penetrations & floor penetrations. Fire damper installations shall comply with the local codes. Roof -top units shall be properly anchored to the roof structure. METAL ROUND FITTING QUADRANT OPERATOR • TO BE OUTSIOE INSULATIOt I PROVIDE INSULATION GUARD WHERE NECESSARY . AIR_FLY PROVIDE I FIBER- GLASS INSULATION SEALED TO NECK & PERIMETER OF DIFFUSER PERFORATED DIFfVSER / �' AIR FLOW POWER 8 COIITpDt. CONNECTIONS INSULATED FLEX. DUCT 1,1AV)' 1'UI W - 11* . VLATIaN a eo n v A- �� M ,1)G•11DN t/INi SEAL DUCT � S EALER TAP E roof FLUIBLE DUCTOONNECTION DETAIL nts. SUPPLY DUCT FIN. CEILING STUDS PARTITION I PVC DRAIN W/ • P. TRAP - FILTER NON SKID NEOPRENE ACOUSTICAL 18%L.ATcR PAD STEEL BUPf'ORTS FIN. MOH A/C CLOSET INSTALLATION N.TS. tP. LIN d (; %q /// coo veAIN ( le �I%A DI✓ • 9x& WP AV 110 61-1 10)c io AW N2 g G'0 GPM Ox W D IlorPM 1 A 10)e 2W Av IGo GPM W ``)AD *Q h O 0 S L Pote Vet "t 1112'i r. y lo xfa 2ht '> 30 �F r1 A/C FLOOR PLAN sc: 1/(111 I....O.T'AIC, .. HP' TER SOHes)tir ' .4Nil , ;831CNACION, ' ..," 1,y.41 ;:,'..;-''.-- , , ,-.*, ' Y ' ' 4:44tisVIA/y44: ■icod. i'o'. : .,.., sPi)ct )Pp IL4 at , 4.svdirre.,: LowEa • E11.4t - ' :41. sfie', _ roto„-q.; •iyAn • ' , 4.594 'Ai A■ .kit",k tutc 'tgig;',C2 ' «1 ';‘ 1,‘.. , . ( ANN - ' ' :, - • 4 . 4/.01. - ..--.- , • ' Re istAsx 3 * 11; two 4r40 N e4.444.. . . . • . • L. . . . • • . . . . . • - . , . , • fc- ,.• • _ • sy. • • - , 1 4 0 riKBAL 1.1 PROVIDE ( 11,)RNISH ANO INSTALL ALL NECESSARY MATERIALS AND LABOR FOR. A COui�TELY OPERATIONAL PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND , HEREIN SPECIFIED. INSTALL, IN ACCORDANCE WIT} 4 THE sounf FLoRICA eukoiNG CODE ANO LOCAL ORDINANCES. 1. SCOPE OP WORK : PROVIDE THE FOLLOWING COMPLETE SYSTEMS A. SANITARY COLLECTION. 0. DOMESTIC HOT MO . COLD WATER. C. AIR CONDITIONING CONDENSATE. 1.3 PAY FOR ALL FEES. INSPECTIONS ANO CONNECTION CHARGES REUIRED. 1.4 VERIFY AT Joe sat ALL SPACE CONDITIONS, DIMENSIONS WITH PIPE, FIXTURES. AND EQUIPMENT SIZES PRIOR TO FABRICATION OR INSTALLATION. COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER APPROVAL BEFORE PROCEEDING WITiri THE PURCHASE OR INSTALLATION OF EQUIPMENT AND MATERIALS. • 1 1.6 GUARANTEE ALL WORK FREE OF DEFECT'S 114 MATERIALS AND WORKMANSHIP OR A PERIOD OF ONE YCA FROM DATE OF ACCEPTANCE. .o MAT E,R LAI 2.1 PROVIDE SHUT—OFF VALVES FOR EACH FIXTURE ANO AIR CHAMBERS WHERE SHOWN AND WHE.RE REQUIRED FOR PROPER PERFORMANCE OF THE SYSTEM. 2.2 PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND FASTENERS Or SIMILAR METALS OR ISOLATL‘ THEM FROM PIPING ANO SLABS TO PREVENT CORROSION. PLUMBING NOTES, w it 411111111111111111111111111. 24 X 3111 PANTED ON NO. 1000N CLIAAPRINT • 10 ANI-Irpdal rtm. 1d1 t4 • 1 SANITARY N.T.S. COLD & HOT WATER RISER N.r.s. j ••■■•••■■••• • • ......r...••■■--7.1• • : : , • :: $ , .; ,..., ;1"A "..?"'.....„..--"..Trjr;:,..: -H.e,,...;T:iii,i,.......;4.-v1s,:'... .' ''' ' '•,?'-'... -...-. .4 .. • .., ...• , 41 . ' - - ' ..‘. --- ---..'- - c ' „ -.., - W To k ..,. ......, : ::..,,.....,y1.,i..: NOt rmt aki irjet Aio t ,; 04 004.40' s ..,:. ' . I-0. r0.4,01, ... 7 :;, 004-1 ea Ot 0. ' •!:rr• "f: • ..r" L EOTRIO WATER HEA1Eil.. • • . -....- • • ' • a■- •■••• - rt" TO 6AH. we. 3/4 dot wATLk ' suPpt,Y uri LINE p 0 ASJAE. FREft.IRE TEMkRet.IRE Rug/ VAL%$ • • 1 1 1 RELIEF TO foe AA TQ DRAIN 04/17SIDE: Of, ot.pc. •••■••••■••••■•••■-■- • • c••■■■■••.e...- opOs. t-Pkt „,, 1 OPEN C■40. .••■••■••••■••• • ktv;i1 FitAN 1 41,/,#.0,./Ze., ./WLIAIZI.119 Afar," .9.(4W•Affdr Ant 11111■1 "". LJ • 11 ■••••••••••■•••M••••• ' 0•10•00•1•7111P '. V4 w-' v'el4e efILL 6. IANlie- 6.1•t4r. . T e6tx 0/CAISK, ..•■••• PLUMBING PLAN SC: I/4 REVISION 1:y w • (i) z Ct. < 0 cr cr a_. Stale 1/4 Orawn R.p Job 9510 Sheet s • BY oateAUG 30j95 of 9 • Sheets