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846 NE 97 St (11)- 1 4 - 3 F N viii - E f S.7 0 .� THE" BOTTO G 1QP.35FEU(10.1ni. ! Et/ (1829= Q.- r m Y L O L SUE 31 HF J � ERECTi N$ _ BE R EI - E.RA (, - - � ER 4 �. I 1 EII 0 iI S T E O A ST � PR F 3�IQN f. N s ER E t�E E r� � . E T T ..T I THE C O�ll ARCH! EC R6 AINEO 8Y E ONTRACTOf /73. 0 4 0 ,.. O H $ AALL TI;I�S;#E3 $PACEI?24} O C UNLESS OT ERWI O SPECIFIED H t E TRUSSES i SEFMC NOT RE Iit ENf. I� �► � 9 LABELING O TRUSSES. E !) 9 PEI;lEDE ; ELGIN �R t�,A'�fV $� I TRiJSS If 14 THIS F�$PONS.I3ILITY OP - did BUILDER TO UTI ENGINEERED DR WHEN ERECTING THIS TRUSSES. 6 -8-0 ROOF TRUSS LAYOUT 3116" = 1 -O» 19 -2-0 16-6-0 .T 6 -8-0 I2: �mri CANT CORNER SET SPAC !NG - ,A (■ I 1- T A 1 N R CONNECTIONS- RU G UPLIFT COtiNE N� T4 TRUSSES p �Rp� TI j$$E$ is THS RE$PQNSIBILITY OF TIM ENGINEER, NOT FABRICATOR. N OT f Gt.C. NO FAB C 00 ARCHITECT OR THE ICI H COI ORALTERTRUSSE$ BEFORB NOTIFYING AN0i40 APPROVAL IN WRITTINO 9Y BEST TRUSS CO. -4-0 1 0 0 M N L J ■• FE CONS: ❑ APPF 1 c � 'Ni t u_rtiA. BEARING HEIGHT SCHEDULE ALL MILLS 57!UkNi ;Ail rftS LAYOUT APE TO BE LC CAPit 10 IT1UII1111 r Cl APPROVED AC ■ _ . D ❑ REJECTED BY DAY AF _ WI . uc �►v.l� CRi I LIMA. h . L NE ESSA V R T ALL C � , EPAIR$ 0 TRUSSES MUST SE REPORTED TO BEST TRUSS CO. WITNiN as H P HOURS Q DISCOVERY. TRUSS LAYOUT IS A PLACEMENT PLAN ONO 8 . -0 ,. • 1 1 APPROVED TRUSS ANCHOR BY BUILDER HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP= 2x4 MIN. r DRAWINGS GOMEZ -PINA, P.E. ENGINEER „LIVED L APPROVED AS NOTED ❑ REJECTED • • • • ) • AND RE i$►QN OF THI $HOP DRANNO 6y PAOFE L E Ci► f IN C MPL Y � -., - � �SIONA, N N,Ef3l� O U(NGE OF POUCV NQt 5 METIO GALE CQt,(TV BwLEWG ANO 16NIN¢ OF,PARTMENT EXCEPT FO F3 ALL DVI DWG CO PONENi T FA RJCAT O ST TR 9 t 0 A . M S 9 E 8V 8E US CO REFER NQ E . i T RCN 1 C ENG E E. �R N ►� f0 OM ETB C R E it0 OF f M R A C PL 0 fi LA N 0 THE 1N OR ATIO N PROy10E0 IN THIS SHOP ORAwj 4'MTN ALL OTHER TRADES, Si RUCTURAL SEAMS, WALLS ANO FOUNDATION Ef OUIREMENTS OP THE PG.C. 12 3.0 TRUSS END DETAIL ROOF TRUSSES TOP CHORD LIVE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) LUMBER STRESS INCREASE: PLATE STRESS INCREASE: EXPOSURE CATEGORY BUILDING CATEGORY WIND DESIGN VELOCITY IMPORTANCE FACTOR WIND LOAD DURATION FACTOR HANGER MANUF. ASCE 7 -98 TRUSS LOADING CONDITIONS 30.0 ! TOP CHORD LIVE: 15.0 TOP CHORD DEAD: 10.0 1 BOTTOM CHORD DEAD: 55.0 TOTAL LOAD (PSF) 1.33 LUMBER STRESS INCREASE: 1.33 PLATE STRESS INCREASE: HANGER LIST HANGER I.O. c1, s P p..114 Z(+ - / P- L,) I I t— SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS FOR NUMBER OF PLIES AND NAILING /BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET —BACK FOR HIPS, ETC SHEATHING UNDER ALL VALLEY SETS BY BLDR. AT'TN(N , _ UI LD ALL DIMENSIONS , N OVERHANGS, PITCH, ETC. TO 8E CHECKED $EFORe ORDERING TRUSSEf rr is YOUR RESPONSt lIWW V TO CHECK OUR TRUSS gAN FLOOR TRUSSES TRUSS I.D. Hi (n 0 *0 rrz- U 2_," 3 „ ; M cN 0 cv "a°- m E i.- lU I U Z a - h I1J g rc 0 N/A N/A N/A N/A N/A N/A C II 148 MPH 1.00 33 I!! IMPORTANT NOTE !I! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO: FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN SPACED 24" O.C. ACCORDANCE WITH F.B.C. CODE ALL UPLIFT CONNECTION TO TRUSSES UNLESS OTHERWISE SPECIFIED AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH. OR GENERAL CONTRACTOR. 0 1— z w 3 0 O T C z 1- 1 w w 0 O a Z 0 w cc 6 W 1 21 $ I- � 3 g!g) 511 tax4-6 2 ! I l I J2 J4 J6 iG J -iG ( , •, 14 a1 1 1 ' • 1 1 • 1 - - 1 4 - 3 F N viii - E f S.7 0 .� THE" BOTTO G 1QP.35FEU(10.1ni. ! Et/ (1829= Q.- r m Y L O L SUE 31 HF J � ERECTi N$ _ BE R EI - E.RA (, - - � ER 4 �. I 1 EII 0 iI S T E O A ST � PR F 3�IQN f. N s ER E t�E E r� � . E T T ..T I THE C O�ll ARCH! EC R6 AINEO 8Y E ONTRACTOf /73. 0 4 0 ,.. O H $ AALL TI;I�S;#E3 $PACEI?24} O C UNLESS OT ERWI O SPECIFIED H t E TRUSSES i SEFMC NOT RE Iit ENf. I� �► � 9 LABELING O TRUSSES. E !) 9 PEI;lEDE ; ELGIN �R t�,A'�fV $� I TRiJSS If 14 THIS F�$PONS.I3ILITY OP - did BUILDER TO UTI ENGINEERED DR WHEN ERECTING THIS TRUSSES. 6 -8-0 ROOF TRUSS LAYOUT 3116" = 1 -O» 19 -2-0 16-6-0 .T 6 -8-0 I2: �mri CANT CORNER SET SPAC !NG - ,A (■ I 1- T A 1 N R CONNECTIONS- RU G UPLIFT COtiNE N� T4 TRUSSES p �Rp� TI j$$E$ is THS RE$PQNSIBILITY OF TIM ENGINEER, NOT FABRICATOR. N OT f Gt.C. NO FAB C 00 ARCHITECT OR THE ICI H COI ORALTERTRUSSE$ BEFORB NOTIFYING AN0i40 APPROVAL IN WRITTINO 9Y BEST TRUSS CO. -4-0 1 0 0 M N L J ■• FE CONS: ❑ APPF 1 c � 'Ni t u_rtiA. BEARING HEIGHT SCHEDULE ALL MILLS 57!UkNi ;Ail rftS LAYOUT APE TO BE LC CAPit 10 IT1UII1111 r Cl APPROVED AC ■ _ . D ❑ REJECTED BY DAY AF _ WI . uc �►v.l� CRi I LIMA. h . L NE ESSA V R T ALL C � , EPAIR$ 0 TRUSSES MUST SE REPORTED TO BEST TRUSS CO. WITNiN as H P HOURS Q DISCOVERY. TRUSS LAYOUT IS A PLACEMENT PLAN ONO 8 . -0 ,. • 1 1 APPROVED TRUSS ANCHOR BY BUILDER HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP= 2x4 MIN. r DRAWINGS GOMEZ -PINA, P.E. ENGINEER „LIVED L APPROVED AS NOTED ❑ REJECTED • • • • ) • AND RE i$►QN OF THI $HOP DRANNO 6y PAOFE L E Ci► f IN C MPL Y � -., - � �SIONA, N N,Ef3l� O U(NGE OF POUCV NQt 5 METIO GALE CQt,(TV BwLEWG ANO 16NIN¢ OF,PARTMENT EXCEPT FO F3 ALL DVI DWG CO PONENi T FA RJCAT O ST TR 9 t 0 A . M S 9 E 8V 8E US CO REFER NQ E . i T RCN 1 C ENG E E. �R N ►� f0 OM ETB C R E it0 OF f M R A C PL 0 fi LA N 0 THE 1N OR ATIO N PROy10E0 IN THIS SHOP ORAwj 4'MTN ALL OTHER TRADES, Si RUCTURAL SEAMS, WALLS ANO FOUNDATION Ef OUIREMENTS OP THE PG.C. 12 3.0 TRUSS END DETAIL ROOF TRUSSES TOP CHORD LIVE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) LUMBER STRESS INCREASE: PLATE STRESS INCREASE: EXPOSURE CATEGORY BUILDING CATEGORY WIND DESIGN VELOCITY IMPORTANCE FACTOR WIND LOAD DURATION FACTOR HANGER MANUF. ASCE 7 -98 TRUSS LOADING CONDITIONS 30.0 ! TOP CHORD LIVE: 15.0 TOP CHORD DEAD: 10.0 1 BOTTOM CHORD DEAD: 55.0 TOTAL LOAD (PSF) 1.33 LUMBER STRESS INCREASE: 1.33 PLATE STRESS INCREASE: HANGER LIST HANGER I.O. c1, s P p..114 Z(+ - / P- L,) I I t— SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS FOR NUMBER OF PLIES AND NAILING /BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET —BACK FOR HIPS, ETC SHEATHING UNDER ALL VALLEY SETS BY BLDR. AT'TN(N , _ UI LD ALL DIMENSIONS , N OVERHANGS, PITCH, ETC. TO 8E CHECKED $EFORe ORDERING TRUSSEf rr is YOUR RESPONSt lIWW V TO CHECK OUR TRUSS gAN FLOOR TRUSSES TRUSS I.D. Hi (n 0 *0 rrz- U 2_," 3 „ ; M cN 0 cv "a°- m E i.- lU I U Z a - h I1J g rc 0 N/A N/A N/A N/A N/A N/A C II 148 MPH 1.00 33 I!! IMPORTANT NOTE !I! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO: FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN SPACED 24" O.C. ACCORDANCE WITH F.B.C. CODE ALL UPLIFT CONNECTION TO TRUSSES UNLESS OTHERWISE SPECIFIED AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH. OR GENERAL CONTRACTOR. 0 1— z w 3 0 O T C z 1- 1 w w 0 O a Z 0 w cc 6 W 1 21 $ I- � 3 g!g) 511 tax4-6 2 . , , „ . • , , , -0_ 7:47 ; . • .0 • rr 11/4 0 (.) 1 4) 0 , I C J L E. R, 0 oty\ _BATh o" Co'- i" x i" le••••••••••• Staiel•••37.M.1,11,01,121,.....V.-wr 4 4 •••••••.• ••••-••• • I 7 ) 1 X , 13) , .-c)" - t v 2. x ?..4o crfrt t T ___. _. , i 'f i__ to - 6 11 .1 , , -. I r(•1 oo V , c /v1 o 911 D1NINC/ 2YA 0 4 x 24 .1z CiAk?.AG 10' - ll r L Tt _i 0 V■I r-:. .1.,•••••1:••••• ••• r'zur, •r•-• u ur • E E -HEAT./ -NE/T/ Li\ • T01A PIP z tZ .CONDIT INI:=3 1_ LINT Ot\I KENDALL i\PPLIANCE.3 13 S10 3W 7s (.3T - M4Ml t- :a3 REEM R,Ari\ A 04-3 JA 1 2.1 , 7:0 NLtiAI 4- - To . 12,4n ? O K :LEN _..L TAHFORT4 • 846 N 97 :3 T, MIAMI MIXMI FL. F-' I-+ 1.J r•F- 754 20 I . /4 occ 4 35 (FAI REVISIONS i L(� 24 X 36 REAR E LEVATTO _SCALEI-y4 84 se tt )Log - St,- 34 37" PRINTED ON NO. 1000H CLEARPRINT 37' � 1 WIN DI._.SDU L 24- SITE PLA . 1 : V 2 0 ' �4 =$L- 33 8' C.M.U. TIE DO11:N SEE PLAN I FTIIT N aa■ aaa aaa �■ ■ MIS sass 0 1 `5 IN CONIC. FILLED CELLS PROVIDE DOWELS AT FOOTING I OR THICKENED SLAB 4 EXTEND TOP OF BAR 8 INTO CONC. TIE BEAi'i ABOVE WITH 6' HOOK TIE DOWN DETAIL SCALE: 314' = 1• -0' coo. C',/ :' 2.41 1,' i Lp. 1'x4' .P.T. WOOD -SUCK W/ 1 /4'x1 3 44 • TAPCON SCREWS 4' O.G. FROt THE ENDS 15' O.0 MAX. ELSEWHERE EMBEDED IN CAULKING IMPACT RESISTING GLAZING OR STORM SHUTTER REQUIRED. NET LOT AREA 7U,00 ) Ex1 TIM NoU aEAREA = 3401.8.2.2.2 Whtr;re the e fisting building and the addition are not s arat by a fire rat d wall and the area of the additi is 25 percent of the area of the existing ukrng, the ex t g building and the addition all bel�t\de to co with all requirements oft code for building of area equal to the combined area for the addition and existing building. V 3. 1. 2. 4_ 5_ 6. 12. 13_ GENERAL NOTES: 1.- CONTRACTOR SHALL PROVIDE MIAMHDADE PRODUCT CONTROL APPROVAL INSTALLATION. 2.— VERIFY MASONRY OPENING .SIZES WITH MANUFACTURER PRIOR INS 3_— ALL .EXTERIOR FIXED GLASS TO COMPLY WITH SECTION 3508.2 PE THE 1; 4-A0 T3Y • /\VO 2 S % 1 : x 1 � 2 C' Vita.. ---- Y 1"rC r(R) p_21:112:6 URGLARY, SECURITY AND FOiRCED ENTRY IN COMPLIANCE WITW THE CODE OF METROPOLITAN DADE COUNTY, AND TWE SOUTH FLORIDA BUILDING CODE CHAPTER 36. ALL LOCKS N EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300' APPLIED N ANY MOVABLE DIRECTION AND tN ACCORDANCE WITI -i RESISTANCE STANDARDS SET FORTH 1N ARTICLE 3602.1 OF THE SOUTH FLA. BUILDING CODE. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OF LOCKING COMBINATIONS. IF KEY IN THE KNOB LOCK 15 USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WiTH HARDENED BOLTS OR 'INSERTS. SWINGING EXTERIOR DOORS 51 -1ALL COMPLY WiTH 36032 ANp E3E SECURED WITH A LATCH AND SINGLE DEAD BOLT WITW I' MINIMUM THROW AND IF MADE OF WOOD SHALL BE SOLID CORE OF NOT LESS T1-IAN 1 -M8• THICK HINGES ow EXTERIOR OUTSWING DOORS SHALL WAVE NON - EXPOSED SCREWS. FRONT MAN ENTRANCE DOORS SHALL 13E PROVIDED WITH A SCOPE OR ViSION PANELS. ALL EXIT DOORS 5HALL BE OPERABLE FROM TWE iN51DE WITHOUT THE USE OF KEY OR ANY SPECIAL EFFORT. 1 • '1'1 - fE ACTIVE LEAF OF .4 PAiR OF SWINGING DOORS TO SE THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE SWINGING DOORS OR BE PROVIDED WITW A MULTIPLE POINT LOCKS WITH 5/8• MINIMUM THROW - BOLTS WITH INSERTS AND A CYLINDER LOCK± TWE INACTIVE LEAF SHALL BE PROvIDED WITH MULTIPLE -POINT LOCK WITI -I 5/9' MINIMUM THROW - BOLT WITW INSERTS. St tD1NG - GILA55 'DOO SHALL COMPLY WITH AAMA 13033 -1912 AND ANSI A- 134.2 -1912 AND iF N EXTERIOR WALES SHALL HAVE DEAD BOLTS OR A BOLT OR PiN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR AT THE JAMB, HEAD, SILL OR AT THE MEETING MULLIONS AND SHALL BE REINFORCED N TWE STRIKE AND LOCK AREA TO MAINTAIN BOLT STRENGTH WITH NO SCREWS REMOVABLE FROM THE OUTSIDE. 9. JAt1 AND ALL EXTERIOR OFF SET TYPE N SWINGING DOORS SHALL BE RABBETED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 1 0. SINGLE SWINGNG . EXTERIOR DOORS AND SWING DOORS CONNECTIN LIVING AREAS WITH GARAGE AREAS SHALL SE A MINii'1UM 1 -3/4' THICK SOLID CORE AND SHALL BE SECURED WITI - A LATCH AND SINGLE DEAD BOLT WITW ONE NCH MINIMUM THROW OR A COMBINATION OF DEAD 'LATCH AND DEAD BOLT SETS WITW LATCH TI - IROW A MINIMUM OF 1/3' DAN HAVING A ONE iMCW MINIMUM THROW. ' WINDOWS SHALL BE LOCKED •WITH DEVICES ON THE INSIDE CAPABLE OF -' WITHSTANDING A FORCE OF 150• APPLIED IN AN OPERABLE DIRECTION UNLES5 OPENING 15 PROTECTED BY INTRUSION SECURITY DEVICES AS SET FORTH I- iEREI*L WINDOWS SHALL BE CONSTRUCTED TWAT WHEN FIXED OR LOCKED THEY CAN NOT BE REMOVED FROM THE FRAMES FROM OUTSIDE UNLESS THE OPENING iS PROTECTED 0Y INTRUSION SECURITY DEVICES .45 SET FORTH HEREIN. ALUMINUM WiNDOWS SHALL COMPLY WiTH THE FOLLOWING 1NSTiTUTB SPECIFICATIONS AAMA 1302.3-1912 AND ANSI .4-134.1 -1912. 14. E.vERY CLO5 T BOOR LATH Stt&LL8E SUcts-r -AT CHILDREN CAN oPENT# -{c pc FRO'N tNSIDE'T -ice CLbSET. 'EVRY' 13 q (P.00M 1) SFVILL BS CPSi 1Nt, F Rolm Tt iE ou - istm DOI % Auto EM RG' t4C`( WHH0.1 1 -QC-14. TYPE .A 6 / al t SWF I 822 l 4 .. 5R t T <2.5 % 0- 141- 27 5 'F = TYPE 8 F Rt. NCH' 5� S�? 2 7PS V DoT : IS przn,per D© NOT TO COlvrt,(1 wIT Ut- t 1, - 2--?!'-�. 1/- 22 'Il._ -sr- . Ex V71 k 1 -A VE p : 41 - 4 SS 3-24- 2& Q $' ' ■ 51- 3 2 -24 6.W c Date XI, LU f:4 co 0 0 tar BY 7, 4t405 Scale 45 NCritc, Drawn Job 04414 Sheet Ofd Sheets, J. REVISIONS BY l �� rt r.t. 141./ 1 E x , Date el- " —2003 Scale AS sto D Drawn "T, 5_ Job 03 tz, 14 Sheet A-2 Of 3 Sheets ( Z1 X 30 _EAST ELE AwLID _ =57i. - 7;5. aM1- -- ----�. KALL PRINTED ON NO. 1000H CtEARPRINTb I/1y ES t- EL E V/"ATION It Let 11 _5CAL L; IC �t� -c5ta4 tow L T�I:EI - fv0' INTO 5-)(1 .A ; 71 a t • a ?c ! ': Lbv totem._ 0 7e-FoXy _fCIE. TAI -_EKI _STGICO.NLECT i OK___DETA 1 L _ _,g e_C c,.0 OVIR .W,_ 415 va "i". _C RIN.,r7K E T .__D E TA it 6 33 14.4F-20 fi 1 . P f)l Z X 4 1• a te R1GV,X 1 r a)24 . FJX' S 1 Cc y 2,6 ( 2 TOF' TRACK TO THE UNDERSIDE OF CEILING 1 FASTENED WITH 1# 1 cp 24" O.C. If BOARD 2 371/12S 0 1(0" O.G. NALL 13AS)= AND FLOOR FINISH 8 ,CRAWL / 7 vsvitfre, 1.45 c L W7, co 4 cRE ( - '(F'I 9 J "P C o,G _FL0 Tz Sots -',S. vt'›f vFANIT 1 12 JOIST (TIT) . _PLAN N 111 11HINN11111M1N11111N01111W1 �� 11 .111110M 111MUIM 11011 CEILING 2 x 4 W D, BOTTOM TRACK ANCHOR TO GONG, SLAB NtCONC NAlLS0 I G" O.G. }A LL BASE AND FLOOR FINISH FF - E. 110TE : PRoV1OE TERM ITE IR ' .1E14T CERTIFIED PRIOR TO CONCg21; r i SLAPS POOR. • FILL COMPACTION NOTE: FILL UNDER SLABS SHALL BE COMPACTED UNDER NE SUPERVISION OF A SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY FOR ALL LAYERS. FIELD DENSITY TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM D1557, METHODS OF TEST FOR MOISTURE DENSITY RELATIONS OF SOILS AGGREGATE MIXTURES USING 10 -1B. RAMMER AND 18" DROP. SOIL STATEMENT: UPON VISUAL INSPECTION THE SOIL CONDITIONS ON THE SITE APPEAR ADEQUATE TO SUPPORT A DESIGN LOAD OF 2000 PSF, SHOULD OTHER CONDITIONS BE ENCOUNTERED THE ARCHITECT SHALL BE NOTIFIED. THE COMPOSITION OF THE SOIL 1S OF CLEAN, INORGANIC, SANDY MATERIAL CAPABLE OF PROVIDING A SAFE SOILS BEARING CAPACITY AS INDICA TED ABOVE IN FILL COMPACTION NOTE. 1 : BEFoRE s TARTtt tG corlsTRuCT1oNt No .KS PRovm COMQACrATIoN ZEST REPORT_ PREFAIS WOOD ROOF TRUSS SEE MANUF. DWG'S. 6' BATT. R -19 INSULATION 1X3 WD FURR @16' O/C W/. 1/2' DRYWALL 8'x12' CDNC.TI PROV. 2 it 5 AT EACH CORN 4R12' ac AT BALANCE P48' CIZ4WL 5P4ce R- . #150 TIE IN CONC. FI AT ENDS D OVER 3' -0' BUT N 6' -0' (HOLD FIRM WITH' BARS P _ D E NO C o1 R 3 3/4 t{ - 000 CONC. FTG. SEE FOUNDATION PLAN #5 DOWEL t 2 4 CEMENT RDDF TILES ON 90# SLATE ASPH. HOT MOPPED OVER 30# BASE SHEET FELT TIN CAPPET. i 5/8' EXT. GRADE PLYWOOD SHEATHING NAILED W/. 8d NAILS @4' O /C. AT EDGES & INTERN. SUPPORTS METAL ANCHOR STRAP (EA. TRUSS> HETA-cr CONNECTOR ( SkM1'Sn 1: ). TYPICAL tIL'T.A-2c kl =TABLE ATTACHED 1'1 BM. W/4 # 5 CDNT. 60' BENT BARS RS AND - ft 3 TIES, URNERS AND O.C. X } P.T. WORD FURRING STRIPS P 16' O.C. 4.2 RIGID INSULATION. & 1/2' DRYWALL 1'x4' P.T. FIRE STOP. OD BASE BOARD 1OWN BAR LED CELL OPEN'GS. IT EXCEED Y @ WALL 1SITIDNERS 0'F L7 ovv2 l'x4' P.T. FIRE STOP. S• LICE 40' MIN \ fj \/Z. 1 /���/ 3' CLR 45 DOWEL FOOTINGS v PRECAST SLABS ON FILL ALL 01'I IERS SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES. Co6O's - pf T PIA" Ex ist', 26 GA. GALV. METAL LAVE DRI p OVER 1X2 P.T. NAILED W/. 1 1/4'L. RING - SHANKEND NAILS @ 4' D.C. 2'x4' P.T. CONT. WOOD FASCIA. 4' CUNT. SCREENED VENT. 1/2' PLYWOOD SOFFIT (E.G) W. WIRE - LATH. ( NAILED> & STUCCO 5/E` STUCCO FINISH 8' TH. CONC. BLK. WALL rl°VER^( 2 m coo E (gov(D I th 0,1NALL Hop -17— REtHF• tit 5 G/st)t= 1R&)SSTYtis$ FINISH FLOOR FINISH GRADE TYP CAL WALL SECTION STRUCTURAL NO '1 ES GENERAL: ALL WORKS SHALL COMPLY WITI THE 2001 FLORIDA BUILDING CODE. THE AMERICAN CONCRETE INSTITUTE ACI- 318 -95 AND ALL OTHER APPLICABLE CODES AND REGULATIONS. SHOP DRAW1NGS1 MANUFACTURERS OF THE FOLLOWING STRUCTUAI. COMPONENTS: REINFORCING STEEL, STRUCTURAL STEEL, PREFAB. WOOD TRUSSES OR PRECAST CONCRETE SHALL BE REQUIRED TO SUMBIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION. ALL SHOP DRAWINGS SHALL CONFORM WITH THE DESIGN LOADS AND CRITERIA SHOWN ON THE PLANS. SHOP DRAWINGS SHALL SHOW ALL BRACINGS AS PER DESIGN DRAWINGS. DETAILS AND SECTIONS IN SHOP DRAWINGS MUST SHOW ALL CONNECTIONS AND SHOWN ON THE DESIGN DRAWINGS. RE1 4FORCED CONCRETE: ALL- CONCRETE SI 'ALL DEVELOP THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTH (UNLESS OTHERWISE NOTED ON PLANS): 3000 PSI 5000 PSI 2500 PSI 3000 PSI 'REINFORCING STEEL ALL REINFORCING SHALL BE CLEAN, DEFORMED BARS OF NEW BILLET STEEL CONFORMING WITH ASTM. A.615 GRADE 60.11• • ED WIRE FABRIC SIIALL COMPLY WITH ASTM. A.18S. ALL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVERAGES: , - FOOTINGS 1 IN. SLABS POURED ON GROUNG I - I/2 IN. BEAMS AND COLUMNS I -1/2 IN. F.G.E. STRUCTUAI. STEEL ALL S1'RUCTUAL STEEL SHALL BE NEW CONFORMING WITH ASTM. A.36 OR AS NOTED BELOW: STEEL COLUMNS ASTM. A.500 STEEL BOLTS ASTM. A.325 STRUCTUAL LUMBER' SHALL BE CLEARLY LABELED APPROVED SPECIES WITH A MINIMUM STRENGTH OF Fb = 1200 PSI, NO LESS THAN No 2 GRADE OF DOUGLAS FIR. SOIL; - SOIL IS: MI TT TAN LOOSE SAND ESTIMATED SOIL BEARING CAPACITY OF 2000 PSF IS BASED ON VISUAL INSPECTION, SHOULD OTHER MATERIALS OR CONDITIONS BE ENCOUNTERED, STOP WORK AND NOTIFY ENGINEER FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL. NOTE A LETTER OR CERTIFICATION WILL BE PROVIDED BY ENGINEER AFTER EXCAVATION, ATTESTING TO THE ACTUAL SOIL CONDITIONS. FILL: FILL MUST HE COMPACTED TO 95% MODIFIED PROCTOR DENSITY AS PER ASTM D -1557 IN LIFTS NOT EXCEEDING 12" IN DEPTH. Ahlkcl2Y A►.1D MORTAR : . MASONRY TOCOMPLY WAS7r1•C-9D•QORTLAND CEMENT & MOt tARTO COMPLY' AST.M•C - O /fl'PE.s. yROUT 'To coW FLY W /,A5`I'M• - 474 1 01 0 REVISIONS BY imii i 1 III eu. 1 I I � I Date GI -7 _2 Scale A5 1,t0 Drawn -f. s, Job v3 _ /4 Sheet P\ - 3 Of , Sheets _ 4 U�,�E�s3 I� C 3Z4' 2-9-r4 9 53 1JL• 2�G Product Q escrlpt)o n I na n FRStP1PrS neSLope (m s) Code Header Joist Up!fi PerpendkUar P�raEPl (11) to Wan Toward Away from rat Plate_ Thm qtr . 4 2 (1) Load appled Away from Strap. (zj toad applied Toward Strap. (nAtlpwable Load for VPlllt, l_1 & L2 sha!I not be Combined. T he connector shall be evb]ected to Load h one direction on1. (3)•1M1nkntrn tOr1C d strength Sbat be 25D9 psi an dmirdrtlum strap e mbedment shalt be 4'. (OM aterlat Strap - 14 novae and floltomPlata - 20 name. UL = /4 "9cr; 24 R 2 -74 1 vc, — 1 453 i l) R= 31 € H' Product Code 17/16 T1& 9/16 DIA. Description GENERAL NOTES L H5U_1(1t] I (3lydat H. e • 01;3( (1) Matertat: 7 (taupe (311 6') ASTM A35. (2) M 314' to require 3' wood penetration and minlrnumwood vertical width of 5-1/T. (3) Bolts ASTM A307 Grade A. M) Main member minln jp wi Clth 4 - 117. e1. ntot filuG STEEL SHALL CON "ORM TO AS TN AS53, STRUCTURAL GRADE 33) U.O.N- AN D A MINIHUM GALVANIZED COATING Or G -60 r AST E NE R S ARE COMMON V)RE NAILS UNLESS DTMERVISE NOTED ALLDVABLE UeLIf1 LOADS HAVE BEEN 1 NCREASCD BA A SHORT TERM DURA ION FACTOR Or 33X fort vIND LOAD COND1T10N. NO ru REP INCPCASC ALCOVED. ALLOVA C DDVN LOADS ARC NOT INCREASED BY SHORT TERM DURATION FACTOR ALLOVADL LOADS ARC BASED ON THE NATIONAL DESIGN SPCCIr (CATIONS f oa v000 [bNS1 RUCT/PN 1991 ED1TIp4 t 1990 ERRATA. FOR - SOUTHERN YEL I')NE (6- o.55 OR KT' TCR) t TEST PERFORM IN ACCORDANCE V ASTM 01761 FOR Orr1cr USc r } :-_:tll (.:::ilia;,; ::Intl TVA kv11! )1r.ktle, In tiir'G fe /11 1(II 2QOt--. A 'tin r0 .01_072 Q. Qc Ot4FTED STEEL r'RODUCTs cD 703 ROGERS DRIVE MONTGOMefiX" MN 56069 DATA _ •.e. DRAvING NUMBER' _ZLc- .y____ SHtCT NIJMRCR• • • REVISIONS BY UNIT NUMBER AREA SERVED NEW 4Hc/•2 AREA SERVED LOCATION 4 D / ' ' ' 0 TOTAL SUPPLY AIR CFM X00 OUTSIDE AIR CFM CE /L/N EXTERNAL STATIC PRESS. I-10 1 VL1 w',. U Yt,.am ♦l._L..it FL P.E. No 14710 (CIVIL) • W ccv�� ha AVE. SUITE 344 • FAN MOTOR a '/4- /2-0 ELEC. CHAR. V /0 /'"- 20B1Z / 6 /Q /OO coal% cot COOL. COIL CAP. BTU /I-R Tti lir BTU /NR / O OO ENT. AIR TEMP. ° F DB / ° F WB 80/6 MODEL NUMBER ELECTRICAL Cl -kAR. v /O /• nhird i MAI LIF AC TURER 1 Z/16674 MODEL NUMBER MODEL NUMBER 2Bf1/1 - /4 WEIGHT LBS. / 2 0 REMARKS' REF. PIPING RS /RL 3/4 / ' /4L AK) COOLED CONDENSING UNIT UNIT NUMBER HVAC DESIGN REQ'ULLREES: WIW CCJ- 2. LOCATION DUCT SMOKE DETECTOR 5Ee . 22 -PZAN AMBIENT TEMP. ° F 9 REFRIGERANT R 22 COMP. /COND. FAN Date 3, 7, ..E, Scale AS H , Drawn •i L.2: Job' 1. Sheet AC Of 1 Sheets ' A/C EQUIPMENT SCHEDULE NVA UNIT NUMBER AREA SERVED NEW 4Hc/•2 AREA SERVED LOCATION 4 D / ' ' ' 0 TOTAL SUPPLY AIR CFM X00 OUTSIDE AIR CFM CE /L/N EXTERNAL STATIC PRESS. I-10 O. 3 FAN MOTOR HP /FLA '/4- /2-0 ELEC. CHAR. V /0 /'"- 20B1Z / 6 /Q /OO coal% cot COOL. COIL CAP. BTU /I-R TOTAL SENS, HEAT BTU /NR / O OO ENT. AIR TEMP. ° F DB / ° F WB 80/6 MODEL NUMBER ELECTRICAL Cl -kAR. v /O /• nhird UNIT MANUFACTURER MAI LIF AC TURER 1 Z/16674 MODEL NUMBER MODEL NUMBER 2Bf1/1 - /4 WEIGHT LBS. / 2 0 REMARKS' REF. PIPING RS /RL 3/4 / ' /4L AK) COOLED CONDENSING UNIT UNIT NUMBER HVAC DESIGN REQ'ULLREES: WIW CCJ- 2. LOCATION DUCT SMOKE DETECTOR 5Ee . 22 -PZAN AMBIENT TEMP. ° F 9 REFRIGERANT R 22 COMP. /COND. FAN FLA 9.o / 0.9 ELEC. CHAR. V /0/ ti 208/Z30/// ,2 /?EE/ 1 MANUFACTURER MODEL NUMBER 1 ' A ma- 0/8 WEIGHT _ LBS. REMARKS SEER /NOTES /2, 4 �NIIV h1 UNIT MTD. ELEC. HEAT CAP. 5,0 KW. STEPS OF ELEC. NEAT NO. ELEC. CHAR, V /G/ ti Z30// /GO MODEL NUMBER — UNIT NuMSER ‘E/ NECK SIZE AREA SERVED M REMARKS LOCATION cc /e.-/N Cr T / Td DUTY SUPPLY /EX1 -. C: . O FAN TYPE 1 CE /L/N ce/Zii/G- e9/Z w,fCG geTU2N 5 O F DRIvE BELT /DIRECT D/TL6GT FAN SPEED RPM 1200 AIR OUANTITY • CFM • )'0 TOTAL STATIC PRESS.O .e, 29 O . { OPENING REQUIRED IN. FAN rv1OTOR ►- G s w ar s ELECTRICAL Cl -kAR. v /O /• / /5/ / /G° MAI LIF AC TURER Legg/+/ COOK I REFER PATTERN 2. ALL ALUMINUM BLADE FOR MODEL NUMBER 66 vvE IGHT LOS. 2 5 REr<^A2KS SONES /. j HVAC DESIGN REQ'ULLREES: YES NO 1 • - DUCT SMOKE DETECTOR FIRE DAMPER(S) V SMOKE DAYEPER(S . FLU RATED ENCLOSURE ✓ FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FE2E STOPPING 1/ SMOKE CONTROL v AIR DISTRIBUTION SCHEDULE SYMBOL NECK SIZE MFGQ. MODEL NUMBER REMARKS © pi/i 56,.. pzrc. pi/in T / Td ce ei5e7L. SC -R. /e5 250 $/'iQ O '4 ce/Zii/G- e9/Z w,fCG geTU2N 5 O F R/A GR. 0 O . I t NOTES: • TO PLAN FOR OUANTITY, LOCATION AIR THROW AND SIZES. AIR DISTRIBUTION DEVICES S1 -MALL BE OF EXTRUDED CONSTRUCTION, FURNISH WITH OPPOSED DANIPEQ5 AND CONCEALED MOUNTING FRAME ACOUSTICAL OR PLASTER CEILING INSTALLATION I REFER PATTERN 2. ALL ALUMINUM BLADE FOR A.C. GENERAL NOTES! I TuE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT. PERMITS. FEES INSPECTIONS, TESTS. INSURANCE. ETC. REQUIRED FOR THE COMPLETION OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND/ OR LISTED BELOW. .VENTILATION DUCTWORK SHALL BE GALVANIZED STEEL WITH GAUGES. DUCT CONSTRUCTION, BRACING AND SUSPENSION IN ACCORDANCE WITH THE RECONMENDATIONS SET FORTH IN THE LATEST EDITION OF THE A S RA E. GUIDE AND S1'1 CNA. STANDARDS. DUCT SIZES SHOUN ARE 'INSIDE' DIMENSIONS. VERIFY EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION F LEXIBLE DUCT SHALL BE STEEL HELIX WIRE ON 1/8' CENTERS, ENCAPSULATED IN A CONTINUOUS SOFT VINYL FILM, JOINED BY MOLECUL:�R WELDING TO FORM AN AIR TIGHT INNER CORE, THE CORE IS TO BE INSULATED WITH FIBERGLASS INSULATION (R -6), AND SHEATHED IN A REINFORCED, ALUMINUM METALIZED POLYESTER VAPOR BARRIER JACKET PROvIDE SPIN COLLAR WITH DAMPER AND EXTR WHERE FLEXIBLE DUCT IS CONNECTED TO RECTANGULAR DUCTWORK. DAMPER ACTUATOR SHALL BE EXTENDED OUTSIDE INSULATION. 4 AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1 -sir (R.6 MIN.) FIBERGLASS UL. 181 LISTED, CLASS I AIR DUCT. DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNL STANDARDS (R -r, TOE' LEVEL. R -42 IN OTHER LEVELS) 5 TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR HEATING, /COOLING WITH STAGES AS REQUIRED. 6 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE {111TH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. "I MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTING STRUCTURE BEFORE INSTALLATION OF EQUIPMENTS AND DUCTWORK_ SHOULD ANY DISCREPANCIES BE FOUND CONTACT CUlTECT/ENGINEER_ 9 vIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEARD. 9 GUARANTEES: A ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A 5 YEARS PRODUCT GUARANTEE FRO''' DATE OF START -UP B CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANS• - :F FREE FROM DEFECTS FOR A PERIOD QF NOT LESS THAN A I YEr R FROM DATE OF ACCEPTANCE. 10 T A ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG. LOW SIDE TO t50 PSIG. AFTER TESTING. EVACUATE SYSTEM TO 28% MERCURY GAUGE PRESSURE WITH VACUUM PUMP. HOLD FOR 25 ■GURS w1TH PUMP OFF. BREAK VACUUM WITH REFRIGERANT. B. BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITHIN 5. USING AA -B.C. PROCEDURES AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTION. REFRIGERATION SUCTION PIPING SHALL BE INSULATED WITH 3/4' IN- COAFLEX. ARMAFLEX INSULATION MAY ONLY BE USED IN NON - PLENUM AREAS FINISHED WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL A PER MANUFACTURER'S INSTRUCTION. I2 ALL REFRIGERANT PIPING SHALL BE TYPE 'K' HARD COPPER. TOGETHER WIT L1 WROUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER OR 'SILFOS'. ALL CONDENSATE DRAIN PIPING TO BE SCHEDULE 40 TYPE II NIGH IMPACT PVC WITH SLIP JOINT FITTING OF THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER � . 0 10.0, t- 4 tc' ro cot 15 =ALLer - 1500 ! 22 1l:Wy t G t 4 1- "r 844 Ks. 97 5T 750 SITE PLAN L II T' 20' t t - -N. E. 97L 1 a f I 0: i ATTIC SPACE FLEXIBLE CONNECTION ELECTRICAL HEATER REFRIGERANT SUCTION AND LIOUID LINES NEOPRENE PADS — \ THRU BOLT UNIT TO STEEL ANGLE f•RAVE STAND THR'OUC4 % /BRA(ID / ISOLATION/ • S/A DUCT 2. PROVIDE MIN. 4' CLEARANCE AROUND AHU. AHU MOUNTING DETAIL N.T.S. CONDENSING UNIT 2-1/P STAINLESS STEEL GABLES AROUND CASE STRAP & BOLT UNIT TO SLAB STRAP TO WITHSTAND {•, . HURRICANE FORCE tL WINDS. FULL SIZE - S/A PLENUM R/A PATH. a : N ! N DATA NET .LOT AREA = 75'0S )15d X15"ttG 1- 101.15EAR_fi = FRORMCD AVD7 -1b AA = - 0T„ L2 TOTAL VIBRATION ISOLATORS S/A DUCT FOR FREE STANDING l CONTINUOUSLY WELDED ?4'MW s STEEL ANGLE FLOOR SUPPORT FRAME REINFORCED AT 4 CORNERS at SECURE. TO FLOOR SLAB THRU ANCHOR BOLTS. (24" HIGH MIN.) FLOAT SWITCH WIRED IN SERIES WITH T'STAT CIRCUIT TO SHUT OFF UNIT IN CASE OF AN OV_RFILL TO DRAIN PAN 1. INSULATE DRAIN PAN WITH 1/2' THICK FIBERGLASS BLANKET WITH VAPOR BARRIER OR SHEET FOAMED PLASTIC INSULATION WITH APPROVED FIRE RATING ON OUTSIDE SURFACE ONLY. AUXILIARY DRAIN PAN (GALVANIZED SHEET 18 CA.) PROVIDE FLOAT SWITCH WIRED TO STOP UNIT UPON OVERFLOW DETECTION. • • f 1; • • 1' • a • • •� • • • • A • • • - a • • • a a ' - - 4 • • • • i i FILTER FRAME WITH FILTER CONDENSATE DRAIN TRAP FOR CONTINUATION SEE PLUMBING DRAWINGS. CONDENSING UNIT MOUNTING DETAIL N.T.S. 25 WFT. I S22.. ;/FT. 2,27e, 59/FT. FAN SCHEDULE CEILING 12 MIN. DIST. REOUIRED FROM BOTTOM OF DRAIN PAN TO TOP OF PERFORATED CAP CONCRETE PAD z is ! 3 8 ARM MI amo mm 2 11111uu,■iva111111 • ON MN IM r 0 1 1116 0 . 6geo 1 2-9, b-00-7"4. • 111 4 "t up 77?) t0,4a,c CAP 1 a /& x e (014,e-/Z GnaL //x'67 mesism aalaain H»YI T t 1- (0`r 2 , 0 ' Roo 1` - CL LD. -24 1 4 /© "c • NEW MO -2 Pip x 8 4-QQcfN C LO (it) TC - F€xn) / monamminni; - 14 ILA Roth t1� f Gl51`J;� ��i6 R r ' 3- • {!Y 4 .. awimmemoommisa * R. — ~ w1tlU..n11•r w..1•0111•1 Illl� '` 11 Vm s ce. 11I it 28 FLOOR PLAN Dt'I.-1t r_ ce p 2 -24- 2t -z, W /44 1 2 A OD ) flO ., X.- .45+Ste 1 i?EF. LAVES _UP 7_ ,t4 777C ry CO Nc . P,4 %i - NEW co- 2 /s,: CU- I oJ\} t�l 24 X 36 PRINTED ON NO. 100044 CLEARPRINT • REVISIONS BY 1 . L=7 .. ,,.,e C t ITC 'xnA 1 1 I I • • Date Cf.. 7 -20 Scale AS 4 r Drawn 1 3_ Job '..14 Sheet E -1 Of i Sheets ( 120/40 v, 3 WIRE, I -PI -{ASE 3 TNW, Cu IN ! 1/2' G 24 X 36 PRINTED ON NO. 100014 CLEARPRINT • TYPE: SIEMENS LOAD CENTER VOLTAGE: 120/240,1P H ,3W MAINS: AIC RATINGS: L r3{� iydr� ** * ( N) WIRE AND SERVING LOAD 1 POLE COND SIZE (VA) TRIP - - - - - 1- - -- - - - EXISTIN l _ #(� -ill X 7500! 2 60 - - (C U_-_I)_ _ _3# . LO %22,35 2 5 + -- — 30 7 - . --I- - _ 2 2. 4__344a - % 2* 14--yZJ i _ _N N 01sp tir.4gi• _ 24_12 - ' ;2N J2 Appt_. 2 L t 2- lail45oo R c-r s, 1 i f 4- - L4z I - F ' S PARE- s _ iF'AR�S 150 AMP Mc •4 Cu GROUND IN 1/2' Pvc TO 5/8' X 10' C_ L ROD (LOOPED) TO FOUNDATION STL. (MIN.20 L.F.) exis nc &1ectr1ca3 riser 24 14- -- 1/-z ° -4A_-4 -� - 9 31 4 AFC' TYPE CIRCUIT BREAKER LOAD INCLUDED IN 3 WATTS PER SQ.FT. GFI TYPE CIRCUIT BREAKER INDICATES NEW CIRCUIT BREAKER TOTAL LOAD EXCLUDING A /G: LOAD CAL CULAT I ON 1st 10,000W c 100% = 10,000w - NEXT: 27, 49 W t 40% JO., 9 2 A/C LOAD e 100%'0 = 13 00 0 W,4TTS C 1G W. STRIP l- 1Tr:2. ` 9 KW FAN MOTOR)),_ TOTAL: .. 33,cf g WATTS 33993124o = i4,1_7A1" FS PROVIDE 150 AMP SERVICE (Ex15TG) - 1=EEDER: 3 4 1.. TI-1W CV • ; '. IN CONDUIT 3 •I TNIIJ, Cu IN 1 1/2' C TO CWP n .1 TNW, Cu IN 1 I/2' C 5/8" X 10' GROUND ROD DRIVEN 8' DEEP S. 150 AMP EP. 33 PANEL A (EXISTING) PHASE CIRC. CIRC. No. A B No. 3 - -i 2 4.5 Ne10 °l: r- r 6 2 9 30� 13 - -t - -- 15 r i - 16 17 I �-- 19 - 0, 21 - -- • - 22_ 23 • - 24 25 a - 26 - 30 2 _ I F 301 34 36� 1 -4 32 1 / 5.32s.Fx3yyi- POLE LOAD WIRE AND TRIP (VA) COND SIZE o -" •4_80o__ tz -Yzt/ 12 _ I IjOD 2#12 1 ___ - 15 Y 2 ` L2_ -- 1 /2 2 -#14..- 18 _ 2 14 - %2r LOOU 24P - 5�t� - V,78 i+f 5 27 r - - -� 28 j/ L ♦— 1 ENCLOSURE: NEMA MODIFICATION: - LOCATION: FAMILY ROOM FED FROM: METER EXISTING 1 OVilN1 £Y%TE.R tl R - SERVING RG F1z! o_R W,' - g2, L I +("r1t4 ,/P-cl'i_ N Ht FT- 0731 - (AH U -2) (Cu . -a 3500 ' `1 p - lz -- i 5 P/ItZ PA`RC 37 WATTS „ELEC711110AL NOT4S FONT 2ACTQR SHALL FURNISH ALL LABOR. MATERIALS.-ANID MATERIALS.—AN EQUIPMENT FOR A ELECTRICAL INSTALLATION N ACCRRDANC .WITH THESE DRAWINGS. 2.-- COMPLY WT} THE N.E.C. AND E 2or I FLORIDA RLQG. ' CODE. •3 �'R4VlbE' EMPLTY CONDUITS AS REWIRED FOR , TR.EPHONE S YSTi*M. 4. OBTAIN ALL PERMIT$ FOR WORK UNDER *1'141$ CONTRACT'. 5,-- PROV1 E TIE y1 QRA Y :POWER AND .LIGHT •QUTLETS'FQR ; SE BY OTHr R TRADES • 6.— '1 ALL REQUIRED CONNECTIONS €'OR OTHER TRAgE$, 7:= C OORDINATE ALL OUTLET LOCATIONS WITH : U11,.OING AR HI.TECTURAL EEATUR 8.— . CONTRACTOR SHALL 'VISIT THE SITE AND FAMILIARIZE 1 54SEL ' WITH ALL EXISTING CoNI?1TIoNS. 9.— ALL CABLE $HALL BE COPPER. 10.— TNDOOi CONDUIT SHALL BE EMT, 11.— CIJTDDQR UNpERG OUNb CONDUJTS SHALL 13E SCHEDULE 40 IaVC uNtER PAVED AREAS INCHES_ IT SHALL BE ENCASED IN CONCRETE. MINIMUM COYER SHALL BE 1$ 12.— ALL mOUWT1NG HARDWARE SHALL BE BY CONTRACTOR. 1 -- ALL .ELECT. OUTLETS AND TELEPHONE OUTLETS TO HE If" A.F,F, UNLES OTHERWISE NOTED. . 14.— ANY CHANGES THAT CONTRACTOR WILL" MAKE HE OR SH.E :MUST NOTIrY THE OWNER AND Thl1~ EN AT ONCE SO THE NECESSARY MEASURES WILL EE TAKEN Pf1bR INSTALLATION 15- ALL PcCCiPTAC_LESillB1;DI?OoMAREA To pa; COMPLY W /.A VAK R 70N 1_ DATA -- NET . LOS / V ot1 = 75 )15.00 EX t S"t t 1G 4OU 5 = Ft O;OssP AcDmo A ? Az- 8,6,2 ' 5Q/FT. I 822 .; /FT. 4�4s Fi. 2, 2 Z' 6) 59"FT. B E 1 ooh 2 -24 15 °- 2-" T bb fl c) 3 ALA + i /41/°- fctxti 28 1 1 -aNOt FLOOR PLAN o ff 2 -24- • 21 _ 4 21 _ AO )70 454, SWIti NEMA3R- 7Sc _RE -co- Z ' t ' 3 T , c o - ( COLD WATER SUPPLY GATE VALVE 50 GLS.ELI=CTRIC WATER HEATER FOR 3 BEDROOMS 4 40 GLS. FOR 2 BEDROOMS WITH 5 -YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON - CONCURRENT ENERGY EFFICIENT INSULATION MEETING ASHRAE 9oA -19E30 MINIMUM INSULATION R -16 ELECT 1a AT 1 ,- -4EATE R DETACL N.t.. f='LUM INCA FIXTURE SGT- #EDULE SYMBOL FIXTURE TYPE CRAP C.W. H.W. DESCRIPTION FIXTURES SLOPE SIZE UNITS n WATER CLOSET 3" t- - 4. vg PEt� FT. 0 LAVATORY 1 1/2' 1, l V4' PER FT. BATH TUB X 11 L 2' 1/ W / ANTI -SCALD VALVES 2. 114' PER FT. • SI -TOWER • 1 i}' " W 1 ANTI -SCALD VALVES 2, 1/4' PER FT. KITCHEN SINK 1 vi 1 7 2 ' w/ GARBAGE D19PO5AL 2 1/4' PER FT. DISHWASHER - 1'2* DISCHARGE INTQ GARBAGE 114' Pt✓R FT. DISPOSAL UNIT . WASHING WASHING MACHI. 2' 1/2. 1'2' 4 I/4' PER FT. PLUMdINCz GENERAL NOTES 1_ ALL WORK AND MATERIAL SHALL BE N ACCORDANCE WITH THE . - FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 3_ THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL vlsrr THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK , 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. ,. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 1. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. S. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE_ t I. PKoYtDE Ar4TE- SCAE.t VALVE. A7 374' RELIEF LINT= OUTSIDE OF BUILDING SPILL ro' ABovE FIN151 - 1ED GROUND ASM1= PRESSURE d TEMPERATURE RELIEF VALVE „ ._\ z x tsT` 4fo l I /45 W \4q t1 FLOOR_ PLAN _SCALE : t /1.�= j f -o tf E r, :f _ Fx 1st. 4 1 1 Et, v E i7 EX (51: GO"! o REVISIONS Date ct • —2009, 24 X 36 PRINTED ON NO. 1000H CIEARPRINT • Z . 2 �i v � 1 ' W D r O F z 0 g 0 a 8 W . O 0 l.tJ z LLt 0 CD 0 0 5 0 co W � 0 o ( f) O cc Q.. Scale As c.. Job 03-014 j Drawn -I-, s .. Job 03-14 Sheet Of % Bets BY REVISIONS BY FIXTURE TYPE TRA SIZE G.W. N.W. DESCRIPTION _ ________ FIXTURES UNITS SLOPE WATER CLOSET 3" 1 /2" - ^ -- 4 1 /Sy PE", . I rt ^ I .. , ., .. w.te GIVITK "ltd LAVATORY 11/2" 1 /2' VIA : FANFO RI -1 .} I 1!4' PER FT. BATH TUB 11 � 1 , 2 • 1� 2 • W / ANTI -SCALD VALVES 2- 1/4' PER FT. (___::, SHOWER 2' 1 /2' t'2' W / ANTI -SCALD vALYES 2. 1/4' PER FT. KITCHEN SINK Dal 7 -15 -2003 Scate AS 1.4c Drawn i S Job 03 014 Sheet P _ -1 Of 1 Sheets, PLUM" iSING FIXTURE SC1- 4EDULE SYMBOL FIXTURE TYPE TRA SIZE G.W. N.W. DESCRIPTION _ ________ FIXTURES UNITS SLOPE WATER CLOSET 3" 1 /2" - ^ -- 4 1 /Sy PE", 0 LAVATORY 11/2" 1 /2' 1/2' I 1!4' PER FT. BATH TUB 11 � 1 , 2 • 1� 2 • W / ANTI -SCALD VALVES 2- 1/4' PER FT. (___::, SHOWER 2' 1 /2' t'2' W / ANTI -SCALD vALYES 2. 1/4' PER FT. KITCHEN SINK 11/ 1/2' 1/2' w/ GARBAGE DISPOSAL 2 1/4' PER FT. X� � DISHWASHER • _ 1/ DISCHARGE INTO GARBAGE DISPOSAL UNIT. 2 1/4" PER FT. 4 1/4' PER FT. 1 U WASHING MACHI. 2" 1 � " 1,2 . , .,.. ..... •,,.. ,..,._ ...,41 COLD WATER SUPPLY 3/4" GATE vALvE 50 GLS.ELECTRIC WATER HEATER FOR 3 BEDROOMS Q 40 GLS. FOR 2 BEDROOMS WITH 5 -YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON - CONCURRENT ENERGY EFFICIENT INSULATION MEETING AN 90A - 1980 MINIMUM INSULATION DRAIN VALVE z-3/4" HOT WATER SUPPLY 3/4" RELIEF LINE OUTSIDE OF BUILDING SPILL e ABOvE FINISHED GROUND ASME PRESSURE d TEMPERATURE RELIEF VALVE ELECTRIC U4TE H- -HEATS DETAIL AIL N.T.S. PLUMBING GENERAL NOTES 1. ALL WORK AND MATERIAL SHALL BE N ACCORDANCE WITH THE FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SNOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 1. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR TI-4E PURPOSE, OF TYPE AND MAKE GALLED FOR , OR APPROVED EQUAL S. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL SE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. tI. PRc:NtoE AgTt -SCALD VALVE Al S!-1O 1E� 70NI DATA - NET . 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