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812 Ocean Blvd 13-3591 House Plans 2014 INDEX OF SHEETS W a `u9 0. O O O O ALL STRUCTURAL COMPONENTS SHALL RE HOUSE rn m m 4798 New Broad Street;Sua 3330 He 0 j > ED MEET DESIGN CRITERIA SET FORTH INEAo uj w w w wFLORIDA BUILDING CODE, CHAPTER 16. Orlando,FL 32814 B _ MAP SHOWING SURVEY OF ALL DOORS, WINDOWS,AND GLAZING FOUND 3.5" IRON - -- 321.251.8096 A010 COVERSHEET I SITE PLAN • FRAMING SHALL BE ABLE TO WITHSTAND plpE NO CAP www.eliteuniversal.net A101 ARCHITECTURAL FLOOR PLAN&DETAILS • WIND PRESSURE FOR COMPONENTS AND T calf °F r 7 LOT 1, PARK TERR CE, AS RECORDED IN PLAT BOOK 15, PAGE 60 OF THE CURRENT AAZB00,09 Ei.UnWe3 A102 ARCHITECTURAL ROOF PLAN • CLADDING PER FBC CODE, CHAPTER 16. UB LIC RECORDS OF DUVAL COUNTY, FLORIDA. mCaDY0All ZW9 EIAs Wheoel,Inc. 812 OCEAN BLVD. A131 ARCHITECTURAL REFLECTED CEILING PLAN • a1 RightsRasxre0. A132 LEVEL 2 ARCHITECTURAL REFLECTED CEILING PLAN • SEE S AND LOCATIONTURALS.DRAWINGS FOR ATLANTIC BEACH, FL 32233 A191 LEVEL 1 FLOOR FINISHPLAN • SIZES AND LOCATIONS. I o CONsuLTANr Al 92 LEVEL 2 FLOOR FINISH PLAN • DESIGN LOADS: LOT 3 Q � A200 ELEVATIONS W ELEVATIONSrn I A300 BUILDING SECTIONS • IMPORTANCE FACTOR: 1.15 rim • N O A301 BUILDING SECTIONS N LOT 2 '' CONTRACTOR A310 WALL SECTIONS : EXPOSURE: C SET , RON m OWNER ARCHITECT/ ENGINEER OF RECORD CO IRON ) LB3672 A520 DOOR SCHEDULE/PARTITION TYPES IRON - PIPE' CA o r A521 WINDOW DETAILS AND SCHEDULE • INTERNAL PRESSURE COEF. 18 N$4'37'S�"E 16 10 J, I' N84°27�� E 17�.� I a v: Z DAVIDREED ELITE UNIVERSAL, INC. TO BE DETERMINED F-1 FOUNDATION WALL PLAN • BUILDING CATEGORY., TYPE II I$ I DAVID REED ANDREW SECHLER N.SAM AHMAD ADRIAN WOODS g' WOOD FENCE 0.5' F-2 FOUNDATION SLAB REINFORCEMENT PLAN • FOUND 1/2" IRON I z Q 1p ZO 40 812 OCEAN BLVD. 4798 NEW BROAD STREET,SUITE'330' 5850 MASTERS BOULEVARD F-3 FOUNDATION SECTIONS AND DETAILS • HEIGHT. 35' plpE No CAP ATLANTIC BEACH,FLORIDA 32233 ORLANDO,FLORIDA 32814 ORLANDO,FL 32819 D 137 S-1 UPPER FLOOR/LOWER ROOF FRAMING PLAN • N I I co SCALE: 1" = 20' (407)903-5765 (321)251-8096 (407)353 FENCE G S-2 THIRD FLOOR FRAMING PLAN/SECOND LEVEL ROOF FRAMING PLAN • I � TO LINE Q, I � N Z O S-3 PENTHOUSE&PORTE COCHERE HEADER AND ROOF BEAM PLAN • NOTES: S-4 PENTHOUSE&PORTE COCHERE HEADER AND ROOF BEAM PLAN • (ASCE 7-98)Am c LANDSCAPE ARCHITECT STRUCTURAL ENGINEER OF RECORD S-5 DETAILS • COMPONENT&CLADDING 5.0' WALL/ r THIS IS A BOUNDARY SURVEY. A/C PAD 1.9 D T BEARINGS BASED ON THE EAST RIGHT OF WAY • DESIGN WIND PRESSURES �' ❑ C_r COLUMN I _,", �I I ' ' LINE OF EAST COAST DRIVE AS BEING N05' B S-6 DETAILS 2 - CONCRETE WAS 1 � v I-SCAPES LLC FRANK C. FROMHERZ II EXPOSURE c 2 DI u, z IR-1 IRRIGATION PLAN • IMPORTANCE FACTOR 1.15 rT'� o G� I _r, -o C ` 37'00"W FROM THE SOUTHWEST CORNER OF BRAD WEBSTER ALLAN IOSUE FRANK C.FROMHERZ 11,P.E. IS-1 LANDSCAPE PLAN • ENCLOSED BUILDING 28.2 7 I I D -k �m LOT 1 TO THE NORTHWEST CORNER OF LOT 7, 13465 PRINCESS KELLY DR. 201 EVANS ROAD, SUITE 101 ➢ STORY BE ICK a1' �* NEW ORLEANS,LOUISIANA 70123 HEDULE • BASIc WIND , /� z ONE I P m r AS PER PLAT. JACKSONVILLE,FL 32225 M001 MECHANICAL LEGEN SYMBOLS &FIXTURE SC • EFFECTIV SPEED"V" ( , RESIDENC L�•� o vAi n NO BUILDING RESTRICTION LINES PER PLAT. (904)445-8380 (504)733 8686M002 MECHANICAL HOOD NOTES.SCHEDULE • WIND 120 MPH '---, I`7 NO. 812 la Ilm r �' p Q IRONS HAVE BEEN SET 10' WEST OF THE WEST M101 MECHANICAL PLAN O COCONCRETE �'- .n m LINE OF OCEAN BOULEVARD AS ORIGINALLY SET M501 MECHANICAL DETAILS • ZONE _(SF) +MAX. -MAX Cv o DRIVE � c 6.t' _y4 I vp I Z BY THE RECORDED PLAT. E001 ELECTRICAL SYMBOLS ABBREV.&SCHEDULE 1 10 14.9 -23.7 C g 11'� �70 EASEMENT/RESTRICTION LINE AS PER PLAT. • C7 s 0.3 20.1' c 20.6' i*,, 2 d C I o0 E002 ELECTRICAL SPECIFICATIONE101 ELECTRICAL PS • 1 20 13.6 -23.0 �� 213 4' COVER 364 STEPS Ic IW s� Y • 1 50 11.9 -22.2 RO n E102 POWER PLAN • 1 100 10.5 -21.5 -A J .4 3.9 I G i�l`E E201 ELI -R DIAGRAMS&PANEL SCHEDULES 2 10 14.9 -41.3 p � '� BRICK n 2 20 13.6 -38.0 U) to �, PATIO I THE PROPERTY SHOWN HEREON APPEARS PO 0 PLUMBING LEGEND,SYMBOLS-&FIXTURE SCHEDULE2 50 11.9 -33.6 D-� 1.3 I I 1TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE � • 2 100 10.5 -30.3 -� � P102 PLUMBING WATER AND GAS ,-; � �1"-' 168 I�' 6 I THE 500 YEAR FLOOD PLAIN) AS P201 PLUMBINGRISERS • 3 14.9 -61.0 I CODE SUMMARY • 3 20 11.9 -57.1 I DETERMINED FROM THE FLOOD INSURANCE 3 50 10.5 -51.8 (� BRICK x- -x I RATE MAP COMMUNITY PANEL No. 120075 Existing Building Code-2010 3 100 13.0 -47.9 �i� `o I I 0001 D, REVISED APRIL 17, 1989 FOR THE 4 25.9 -28.1 C 0 12 CITY OF ATLANTIC BEACH, DUVAL COUNTY, Building Code: Florida Building Code 2010 'f� I 11 Mechanical Code: Florida Mechanical Code 2010 AI NED 4 20 24.7 -25.9 IM 0.0 FLORIDA. Plumbing: Florida Plumbing Code 2010 !!!"AAAIllrrr 4 50 23.2 -25.4 Electrical Code: National Electrical Code 2008 4 100 22.0 -24.2 FOUND 1/2" IRON 4 500 19.3 -21.5 PIPE CAP L81048 41 Fire Code: 2010 Edition, Florida Fire Prevention Code 2010 5 10 25.9 -34.7 3 0 p m with Florida Amendments CHAtN LINK FENCE`S%_-x-x-�+ 5 20 24.7 -32.4 \ 1 � 5 50 23.2 -29.3 3'0� 7 5 Life Safety Code: NFPA 101, 2009 Edition 5 100 22.0 -26.9 4' WOOD FENCE e g 4 !WE169 11' IRON - IRON ) PRo,ecr with Florida Amendments 5 500 19.3 -21.5 FOUND 1-1/4" IRON S$4'24'23" xiw 8 Uniform Fire Code 2009,with Florida Amendments (PIPE NO CA Accessibility Code: Florida Building Code 2010, CH, 11 I THIS SURVEY WAS MADE FOR THE BENEFIT OF � Energy Code: Florida Building Code 2010, CH, 13 DAVID E. REED; FIRST COAST TITLE SERVICES, INC.; .� I AND WESTCOR LAND TITLE INSURANCE COMPANY. CODE SUMMARY, SHEET INDEX SCALE: NOT TO SCALE 26 INDEX OF SHEETS SCALE: NOT TO SCALE 19 COMPONENTS&CLADDING SCALE: NOT TO SCALE 17 EXISTING SITE SURVEY W M c� CV M I o o LL M O W m = LOT 2 \ Q Q U o LOT 3 - z L.It�� W a I _ , t 00 "E 168.10' IRON - IRON1 /2" U � � m 9� FOUND 1 /2" IRON ( N84°37 56 ) SET 1 /2 IRON `" �� Q � � ¢ PIPE NO CAP � ' ' �� _ _ PIPE, CAP LB3672 O W z 0,2 _ _ _ _ _ _ 6 WOOD FENCE _ _ =�4Z_ / C�IJ O_ J MOM Me \ 100'=0"EL - - �-TOL 7 3 s -- _ -- WATERS TFNTI NAREA V A �- 1 sw �swALE - > ECT OA TA r -- O 2-T STON - P O✓ ` 6T0�&TON 1TsTON / AM AHUAY / a 1 g --- o� / �, i � 0 BUILDING TYPE: 0102-SINGLE FAMILY CLASS II - O-� v13 8 <�' �0 o O SPRINKLERED: NO j_- of=29f m EXISTING ZONING: R(RESIDENTIAL PROPERTY) OCCUPANCY CLASSIFICATION: 1 \ ' a - I � T 127x{ � .' :� s � . + � - � jl - � �� RESIDENTIAL 4 " z Bl' _ II - �� I < v� BUILDING HEIGHT: 35'0"711 YEAR BUILT: N.A. r i I - m O BUILDING DEPTARTMENT. D Z BEACH � z l CITY OF ATLANTIC C t rn p N Z w 800 SEMINOLE ROAD �- 1'9 z rM ATLANTIC BEACH,FLORIDA 32233 r �►- 100-0 0 (904)247-5800Of I (904)247-5826 1 mgriffin@coab.us. �- Q 5 e �wNFLOORSLAB I .i ( 2. gs.. a�o� W a i ��- v ITI LEGAL DESCRIPTION: EE" v I PORCH �_�' I GE 60 OF THE �I C/OPAnosuB I � � .b1or-r EL I �I -� (� C m C LOT 1 PARK TERRACE AS RECORDED IN PLAT BOOK 15 PA .p n m O O W CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. H�(iN FID c I GARAGE I s I_.. ❑ �j0 I k I �' S. r c s a SLOPE SLAB LOW END SLOPE SLAB .1 _. _ m r �a^ j)I 5% 1 101'4"EL 1k"PER FT. --'.�i '_:_. ��i r -/ � I a -I I ,/� -' AREA SUMMARY ui X W O > D J Lu� a w f - O �0 O � I, - II � �� LOT AREA: 17,676 SF U ag 4I ,: � I � CD � I � � EXISTING FLOOR AREA RATIO: EXISTING BUILDING AREA: 2,221 SF ZONING: Cf) ✓�, I EXISTING F.A.R.: 12 ZONED: R-1 _ O s �I a� a� _��7 7 POiCH /\, IV I t0 �D $tor-r EL. F.A.R.: .60 MAX III I $oORSLAB i FLOOR AREA RATIO: I.S.R.: .50 MIN.PERVIOUS �De ftI i PROPOSED BUILDING AREA: 10,288 SF 24m 90 O II -% �L� �� ✓ �� -� 0c) PROPOSED f O PROPOSED F.A.R.: .58 SETBACKS: _V �' p O D� O II �I � �l BIt=2"46f FRONT- 20'-0" v 7st �� j� LEVEL 1 TOTAL=5,005 SF - SIDES- T-6" 9;" GROSS SQUARE FOOTAGE HOUSE-3,464 SF REAR-20'-0" SEAL 2 t 1 y � GROSS SQUARE FOOTAGE GARAGE=1,558 SF ' (MINUS 500 SF CREDIT= 1,058 SF GARAGE) f ------ i GROSS SQUARE FOOTAGE PORCHES=483 SF POOL PORCH =483 SF �; I I I n G � i _ i ' '� �` LEVEL 2 TOTAL=4,799 SF �' ''�, ' Nk GROSS SQUARE FOOTAGE HOUSE=4,484 SF r U GROSS SQUARE FOOTAGE PORCHES=315 SF - Andreww�echler,PA' c�- G fl AR0016658(FL) a �I )(POOL PORCH=315 SF) LEVEL 3 TOTAL= 484 SF - - g � REVISIONS: GROSS SQUARE FOOTAGE HOUSE-484 SF # DATE DESCRIPTION Y � Q 05122113 SUBMIT o V POOL / /' , I IMPERVIOUS SURFACE RATIO: r -- pg' EQUIP. ,� I EXISTING I.S.R.: .21 IMPERVIOUS - -� - -AL POOL� - 1 2 LOW END �\ e - 1 N BY. FS a _ PROPOSED LS.R.• 46 IMPERVIOUS - � � ' - FORMER ar=om mr=v DRAW A q NA" PROPOSED TOTAL LOT COVERAGE=8,140 SIF }(� 3.0 100'x"EL O.O ,3 R1CiA 't,4'r Cb ., y,a't ., w, - '0 . 3.0 „ ; - CHECKED BY AFS g I. m GROSS SQUARE FOOTAGE HOUSE AND GARAGE=5,022 SF 4 b g q g g �' $ - FOUND 1/2 IRON = DATE: MAY 22,2013 I O• _ _ g - GROSS SQUARE FOOTAGE OF MAIN LEVEL PORCHES 927 CHAIN LINK FENCE w _ o PIPE, CAP LB1048 I GROSS SQUARE FOOTAGE OF PERVIOUS PAVER AREAS 2,340 SIF FOUND 1 -1 /4" IRON 4 WOOD FENCE SHEET. (FRONT DRIVE=1,200 SF, REAR DRIVE= 1,140 SF) Y - L (� 1 _ 50%CREDIT FOR PERVIOUS PAVERS=2,340/2=1,170 SF I PIPE NO CAP ;, , CRAP IIC SCALE ( S84'24 23 W 169.11 IRON - IRON ) GROSS SQUARE FOOTAGE POOL DECK=946 SIF ° 10.6' 21.2 GROSS SQUARE FOOTAGE OF AIC&POOL EQUIPMENT SLABS: 75 SIF7 ... .. . A r s i� ( IN FEET 010 za 1 (f x- €� 1 inch approx. 10.6 ft. m Elite Universal Job No. SCALE: 3/32"=1'-0" 06 PROJECT SUMMARY SCALE: NOT TO SCALE 05 SITE AERIAL LOCATION MAP SCALE: NOT TO SCALE 01 06009 SITE PLAN A NV®i18AL ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street,Suite 330 1� ~ z z z z INDEX O F SHEETSLL STRUCTURAL COMPONENTS SHALL Orlando,FL 32 Con p T D 0 W MEET DESIGN CRITERIA SET FORTH!N �_ MAP W �j R IVEY 0 814 321.251.8096 www.eliteuniversal.net o UJ o LU > FLORIDA BUILDING CODE,CHAPTER 16. - AAxe00,a7e Ill UnM ALL DOORS, WINDOWS,AND GLAZING FOUND 3.5" IRON --� AS RECORDED IN PLAT BOOK 15, PAGE 60 OF THE CURRENT OCopyAAll YW9 EmIrouml+m Inc. BEACH - All RI his ReeeNed. • PIPE NO CAP �.�•-- A010 COVERSHEET/SITE PLAN FRAMING SHALL BE ABLE TO WITHSTAND LAT� LOT 1, PARK TERR C , • WIND PRESSURE FOR COMPONENTS AND N UBLIC RECORDS OF DUVAL COUNTY, FLORIDA. A101 ARCHITECTURAL FLOOR PLAN&DETAILS • CLADDING PER FBC CODE, CHAPTER 16. consuLTArrr Al 02 ARCHITECTURAL ROOF PLAN • 812 OCEAN BLVD. A131 ARCHITECTURAL REFLECTED CEILING PLAN SEE S AND LECTU ON DRAWINGS FOR A132 LEVEL 2 ARCHITECTURAL REFLECTED CEILING PLAN • SIZES AND LOCATIONS. 1 I ANTIC BEACH, FL 32233 Al 91 LEVEL 1 FLOOR FINISHPLAN LOT 3 0 1 ATL A 2 LEV L 2 FLOOR FINISH PLAN DESIGN LOADS: i I O A200 ELEVATIONS `� • IMPORTANCE FACTOR: 1.15 n' LOT 2 m l SET 1/2" RON o A300 BUILDING SECTIONS • C j PIPE CA L83672 y o A301 BUILDING SECTIONS • EXPOSURE: 10' IRON - IRON ) _ -<; CONTRACTOR A310 WALL SECTIONS • m ( N84-37'5.6"E 6 >> 1 7 g 33 I 7m0 R ARCHITECT/ ENGINEER OF RECORD C A520 DOOR SCHEDULE I PARTITION TYPES INTERNAL PRESSURE COEF. 18 r a v OWNER ' 1$� N8��27 � � � 40 A521 WINDOW DETAILS AND SCHEDULE 1 FENCE ' m n Q 10 20 BUILDING CATEGORY., _ TYPE II g WOOD o.5' ED ELITE UNIVERSAL, INC. TO BE DETERMINED • FOUND 1/2" IRON I 7- DAVID RE Z >o DA ADRIAN WOODS F-1 FOUNDATION WALL PLAN • 35' plpE NO CAP � o m 7=j QJ SCALE: 1" = 20' ANDREW SECHLER N.SAM AHMAD F-2 FOUNDATION SLAB REINFORCEMENT PLAN HEIGHT.' N DAVID REED 5850 MASTERS BOULEVARD • O 812 OCEAN BLVD. 4798 NEW BROAD STREET,SUITE'330' ORLANDO,FL 32819 F-3 FOUNDATION SECTIONS AND DETAILS • FENCE o " N NOTES: ATLANTIC BEACH,FLORIDA 32233 ORLANDO,FLORIDA 32814 S-1 UPPER FLOOR I LOWER ROOF FRAMING PLAN TO LINE C (321)251-8096 (407)353 6137 • (407j 903-5765 S-2 THIRD FLOOR FRAMING PLAN/SECOND LEVEL ROOF FRAMING PLAN • THIS ISA BOUNDARY SURVEY. S-3 PENTHOUSE 8,PORTE COCHERE HEADER AND ROOF BEAM PLAN (ASCE 7-98)A NP• 5 d WALL/ t 9 m > r BEARINGS BASED ON THE EAST RIGHT OF WAY S-4 PENTHOUSE&PORTE COCHERE HEADER AND ROOF BEAM PLAN • p A/C PAD 0 COLUMN I C �T 1 • COMPONENT&CLADDING 4.r' �*1 t 1 (NEER OF RECORD S-5 DETAILS • DESIGN WIND PRESSURES 351 4 pl CONCRETE WALK t J o Z LINE " EAST COAST DRIVE S BEING NO LANDSCAPE ARCHITECT STRUCTURAL ENG S 6 DETAILS 2 EXPOSURE C _ G� I o r c C LOT 1 W FROM THE SOUTHWEST CORNER OF _ Q 1 T LOT 1 TO THE NORTHWEST CORNER OF LOT 7, MHERZII PLAN • IMPORTANCE FACTOR 1.15 1 ' ► 28.2' rig-fit' YI BRICK �' r AS PER PLAT. I-SCAPES, LLC FRANK C. FRO IR-1 IRRIGATION • ENCLOSED BUILDING ?j ONE STOR at' FRANK C.FROMHERZ II,P.E. IS-1 LANDSCAPE PLANO BUILDING RESTRICTION LINES PER PLAT. BRAD WEBSTER ALLAN IOSUE 201 EVANS ROAD, SUITE 101 BASIC WIND o RESIDENCE �I -� LOT i I Q Im"r7 Cl�I � IRONS HAVE BEEN SET 10' WEST OF THE WEST $ 13485 PRINCESS KELLY DR. NEW ORLEANS,LOUISIANA 70123 • EFFECTIVE U I 812 '', "� z LINE OF OCEAN BOULEVARD AS ORIGINALLY SET JACKSONVILLE,FL 32225 M001 MECHANICAL LEGEND SYMBOLS &FIXTURE SCHEDULE • WIND SPEED"1/" $ NO• v (504)733-8686 & • AREA 120 MPH \ CONCRETE p ' BY THE RECORDED PLAT. (904)445-8380 C \ N DRIVE i N _-8't - -2 4 7p z M101 MECHANICAL PLAN • ZONE (SF) +MAX. -MAX. � 1t.2-�i r � EASEMENT/RESTRICTION LINE AS PER PLAT. s ll M501 MECHANICAL DETAILS �� _ r � • 1 10 14.9 -23.7 20 n10 U� � 0.3 20.1 __�o_ 20_g " �C � L`� E001 ELECTRICAL SYMBOLS ABBREV.&SCHEDULE 1 20 13.6 -23.0 \ 25,4' 0.8 COVERED Q STEPS v • 1 50 11.9 -22.2 =O o STOOP 3s' E002 ELECTRICAL SPECIFICATIONS IN 1 100 10.5 -21.5 -1 v •4 E101 • •�.� 2.P 3.9 • E102 POWER PLAN • 2 10 14.9 -41.3 o Y I,o PAITIO THE PROPERTY SHOWN HEREON APPEARS sI�D T P 2 20 13"6 -38.0 (f) - wO, '-TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE If • 2 50 11.9 -33.6 .� 1•3 THE 500 YEAR FLOOD PLAIN) AS L8. IF POOO. • 2 100 10.5 -30.3 N 18B a I DETERMINED FROM THE FLOOD INSURANCE $ P101 PLUMBING SANITARY • I P102 PLUMBING WATER AND GA5 3 10 14.9 -61.0 G � ''• -�- P201 PLUMBIN RISERS • �� BRICK RATE MAP COMMUNITY PANEL No. 120075 • • 3 20 11.9 -57.1 -* 3 50 10.5 -51.8 a N 0001 D, REVISED APRIL 17 1989 FOR Y 3 100 13.0 -47.9 4t� °' I 1•2 CITY OF ATLANTIC BEACH, DUVAL COUNTY, CODESUMMARY o cNi+ o 4 10 25.9 -28.1 - u? FLORIDA. Existing Building Code-2010 4 20 24.7 -26.9 0.0 14 Building Code: Florida Building Code 2010 4 50 23.2 -25.4 FOUND 1/2" IRON 11 Mechanical Code: Florida Mechanical Code 2010 06 SICAMAD 4 100 22.0 -24.2 PIPE, CAP LB1oaa �g Plumbing: Florida Plumbing Code 2010 4 500 19,3 -21.5 3.0' �� 5 10 25.9 -34.7 � CHAIN LINK FENCE +\ 1 Electrical Code: National Electrical Code 2008 -x_- 1 Fire Code: 2010 Edition, Florida Fire Prevention Code 2010 5 20 24.7 -32.4 3.0• g.7 +\ .« PROJECT a Amendments g with Florid 5 50 23.2 -29.3 W 169.11' t S 4 2 0 IRON - IRON ) 1 4• WOOD FENCE ( 584'24'23' 3 5 100 22.0 -26.9 1 4 IRON Life Safety Code: NFPA 101, 2009 Edition 5 500 19.3 -21.5 FOUND 1- / - IpIPE NO CAP THIS SURVEY WAS MADE FOR THE BENEFIT OF 11 with Florida Amendments 8 Uniform Fire Code 2009,with Florida Amendments 1 DAVID E. REED; FIRST COAST TITLE SERVICES, IN .; Accessibility Code: Florida Building Code 2010, CH, 11 ' AND WESTCOR LAND TITLE INSURANCE COMPANY. SCALE: 1"=20'-0" 04 Energy Code: Florida Building Code 2010, CH, 13 W SCALE: NOT TO SCALE 19 COMPONENTS&CLADDING SCALE: NOT TO SCALE 17 EXISTING SITE SURVEY N M SCALE:NOT TO SCALE 26 INDEX OF SHEETS J p o LL = CODE SUMMARY, SHEET INDEX m = I oww QQ N m LOT 2 LOT �t. � Q o z ( N84°37'56"E 168.10' IRON - IRON ) SET 1 /2IRON ND 1 2" IRON PIPE, CAP LB3672 O FOU / ° 6' WOOD FENCE l-I ,+ �' y -� -- l PIPE NO CAP _ _ - '� �E - - - C ? waR RETENTION AREA, - - \�- `EL PROJECT DATA , 1 w A AHII#2 _�- I PORCH _ u,_ 101-T EL. � ( 2 TUII &TON _ �� `' ��i moi` ''�I \ � �� -1 BUILDING TYPE: 0102-SINGLE FAMILY CLASS II kad ' y� m b i GEN AOR .._ UIP w \ \, �' i �I-,�- --- - i � � ii, v Ai, o O SPRINKLERED: NO _-- --- -- �- --- �- _� rri _ 5 \� Jam_- TING ZONING: R(RESIDENTIAL PROPERTY) 38 EXISTING I t J .. �- �� D O OCCUPANCY CLASSIFICATION: -< RESIDENTIAL 0 r.r D N '-0- < BUILDING v HEIGHT: 35 YEAR BUILT: Tt : III , . xl :,. <O BUILDING DEPTARTMENT. Srri D �� CITY OF ATLANTIC BEACH - ". �t 800 SEMINOLE ROAD TT � -5800 � I �I'.9 z N m ATLANTIC BEACH,FLORIDA 32233 F i. ��-�-JI�I �I (904)247-5826 m riffin coab.us. s' W a �I D C (904)24 I 9 @ 100'-°'EL. z -0 r as.E LV �_- 2.� _ T I \- I I s i I e / IMIN FLooR s AB o m 101,4r EL I� I LEGAL DESCRIPTION: �$ se y- OI o Z OK 15 PAGE 60 OF THE a; 4 U 5 I PORCH• I 0I c LOT 1, PARK TERRACE,AS RECORDED IN PLAT BO b t -- i • ,I' EL SII I ml `Oi U� C m ` L PATIosAe __ _-_-_ 1 '1 E D CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. 4 //'�� _ -, 9 V / I HIGH ENOx': I f 1 1UI ,E 5 I,IIY u � ��IUJI C� I -I 0 -P I -I I I � - .r. I � ; i fE i J 9 ° �hw END (,SL? PE SLAB �I I AREA SUMMARY O C SLOPE aPERFu O 56 W � 18I 0 o i Q I �I v LOT AREA: 17,676 SF V O n - _ �� - _ I _ Oz AJ I u EXISTING FLOOR AREA RATIO: i $ �� O I '� �- �,, � �� I' I A EXISTING BUILDING AREA: 2,221 SF ZONING: fTl e � II I tt •4 ® ® �� I EXISTING F.A.R.: •12 ZONED. R-1 -n � ea I � E, � � PORCH 1 (_0 I � F.A.R.:.60 MAX -' ,�� $,Br--r e. J' III FLOOR AREA RATIO: I.S.R.: .50 MIN.PERVIOUS • 7oote -�L�L�- MAIN FLOOR SLAB ORI -� LO 1 s $� �� L �T d �101�E` °' � j C CD PROPOSED BUILDING AREA: 10,288 SF 20 SETBA - ' TSI X09 t PROPOSED F.A.R.: 58 CD FRONT�KZA,-On SEAL 2 LEVEL 1 TOTAL_ 6" � � I �� F3�t246st I �° SIDES- T- �� y � ti I r D OM rnI I GROSS QUARE FOOTAGE HOUSE=3,464 SF _ REAR-005 SF 20'-0" �g Ell r� � GROSS SQUARE FOOT AG E GARAGE 1,558 SF 8 SF GARAGE)(MINUS 500 SF CREDIT=1,05 _- ; GROSS SQUARE FOOTAGE PORCHES SF E I � - _ / � -- _ � i ! I f (POOL PORCH =483 SF) E r a ^ ( -I _ F - t LEVEL 2 TOTAL-4,799 S \ - rn lV Andrew�echler,PA. i7 ` `� ' GRUSE OSS SQUARE FOOTAGE HO -4,484 SF ARoolss5s IF I GROSS SQUARE FOOTAGE PORCHES=315 SF PORCH=315 SF � I �- POO , w , REVISIONS: i LEVEL 3 TOTAL= 484 SF # r e _ DATE DESCRIPTION n, GROSS SQUARE FOOTAGE HOUSE=484 SF 05!22113 SUBMIT. I \ \ I - I I E E � /l 1: :R . A IMPERVIOUS SURFACE RATIO: ' C� 13h,5, Pool EQUIP. I 121 IMPERVIOUS i� s�+"�/ --- - V j I EXISTING I.S.R.: �y DRAWN BY: AFS • O - 1.2 PROPOSED LS.R.: .46 IMPERVIOUS , ' . _, __ __ _- -- -- POOL SLAB _� y 1 ?x - �- LOW END -� � '' T COVERAGE=8,140 SF 's rns.. CHECKED AFS 3 i N_ 101 00'RMERl S`N SFO V 0 PROPOSED TOTAL ALL A1 ?11 ' ♦��• 100'x"EL o= - qtr 3 t 4 k GARAGE 5 022 SF DATE: MAY 22,2(113 E FOOTAGE HOUSE AND GA , - SQUARE m SQ , 3.Q I I 3 0 �• m o b s BFOUND 1 /2" IRON GROSS / GROSS SQUARE FOOTAGE OF MAIN LEVEL PORCHES=927 II 5 b a g e a CHAIN LINK FENCE PIPE, CAP LB1048 I GROSS SQUARE FOOTAGE OF PERVIOUS PAVER AREAS 2,340 SF - 0 SF REAR DRIVE= 1,140 SF) 3 SHEET • I FRONT DRIVE- 1,20 4' WOOD FENCE - 50%CREDIT FOR PERVIOUS PAVERS=2,34012=1,170 SF 1-1 4" IRON ^,' „ I`j'' "- Fj GRAPHIC �'CALE GROSS SQUARE FOOTAGE POOL DECK=946 SF FOUND / SFS J - PIPE NO CAP ( S84 24'23"W 169.11' IRON - IRON ) 2, Z GROSS SQUARE FOOTAGE OF AIC&POOL EQUIPMENT SLABS: 75 SF a r 010 f iI I 1 inch approx.rox.FEET ) 10.6 ftAP EliteUniO08000BaIJobNo. 4; I PP SCALE: NOT TO SCALE ea a SCALE:3132"=1'-0" 06 PROJECT SUMMARY SCALE: NOT TO SCALE 05 SITE AERIAL LOCATION M SITE PLAN ARCHITECTURE-ENGINEERIs N RS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 L v I J www.eliteuniversal.net AAM1476 CA2M 0 Copplphl E09 Elite Unh+"ed,Inc. 1 Ali Ri hte Reeenied. ND 1 203/A301 IRON 03/A30101/A301 CONSULTANT ( N84037 ' 56 " E 168 . 10 ' IRON — IRON J _ q q SET 1 2 IRON - 0 ,—) NO CAP 6 WOOD FENCEi � 0 !— '1 PPE , CAP LB3672 O �/ \ � 14'-0" — 105'-0" 6'-0" 6'-10" 26'-2" 36'-0" 36'-0" I T-5" T-5" 21'-8" 4'4" 1/2" 11'-9 1/2" 16'-9" 6'-10" 8'-1" 8'-7" 1" T-5" 1 _ 5-TON 5 TON 1.5-TON — a 2 TON 5 TON —_AMM �#tf#4 —7�Hti#S 0 0 , - GENERATOR P I \ 75KVA ih hi t11R HTR tV = PEW `\ _ OEMI _ IN PLMG. " Ln , „ , " M F_ UP 23 /2 BATH 3-0 5-4 10-0 s� 8'-2" 5'-91/2" = 77EM \\ M _ I BAR — ;,, r cD ------------- s:. I I F IT T-0" K I �_ 1 2 R \ MAS ER -- - --- - T I B q B �1 1 „ 8'-6" 9' 6'-0" - - �' BEVERAGE BEVERAGE 1 _—_--- REFR FRZR _ /i• I 29'-0" 20'-l" EI 20'-2 15-5" 1 . 950 16'-11" GAME _ 1 ROOM _ / — g p N +W 00 M ii 0 I PROJECT S s m DEEP BUILT INS I Q a _ fp: 0 2. 1 8� z ° c� I I U _ � I - � m - 0 N o I- - 3� T-0" 117 6'-4" -- --- -Z'-10" T-0" z OFFICE - - \- I W c�i _ LO 1 1 D p CV _ 4-CAR N � I l � r I _ 0 � M F I O 4 LO GARAGE i i _ - - - — W m 4Z 0 I I J. ,� C7 �r—� I —P C z w = SUMMER II J 1] Ll �G rn _ -a - T-6„ 5,_0„ 3'-8" 21-0" 17'-4" _ m KITCHEN I - LLI U.C. I I -1 � A REF - - 1 I \ ch e I I CV :<: o M ;:: I CV � w `— Z I I I � J S 181-211 I 1 � 0 r �FaROUND� a T-0" o 1 00 T COV'D COC E I Z o o N 0o I ' �i DINING �� c FOYER — M _-_ c I 00 �� a : e —0 —� 1 00 e 22'-2" 10'-5" `---- T N SHALLOW I ' J -6" ® I z J 9,_6,1 11 1-0" 9, 1.� -1611 -26 \ v 4'-3'I 4'-1" 1 6'-0" �� I -36" -1 N UL :.:.:.:.:.... _ It 04 � GUEST I - I �I ROOM co CVv'� 5 rf, QO , = s l L? I 1 3,_0„ 31_ „ I sEILL a 17'-2" :.6'-3"J 11'-7" id CV N I 1 - e ------------------------ ,.: 9 \ i B J y / SHEET NOTES. -60 - ih ii \ \ rewSechter,13tom" �` /\ \� AR0016658(FL),' FINAL EXTERIOR WALL DIMENSION LAYOUT BY STRUCTURAL WR HM POOL \ ENGINEER. CONTRACTOR TO COORDINATE WITH ARCHITECT 8� � � v "` \� j REVISIONS: PLANS DURING CONSTRUCTION FOR INTERIOR WALL LAYOUT. EQUIP. \, -- + % # DATE DESCRIPTION 05122113 SUBMIT 9'-4„ 201-7° 6'-2" I DRAWN BY: AFS :R 3 30'-0" 36'-0" 36'-0" I CHECKED BY. AFS 102'-0' I O DATE: MAY 22,2013 s O 1/A301 SHEET: 03/A301 FOUND 1 2 " IRON A — — — — — — 0 o — — — a — / / • a9 CHAIN CNK FENCE ninr- � n n i � � � � Q 101 Elite Universal Job No. LEVEL 1 PLAN SCALE: 3116"=1'-0" 01 1 08009 IO 9 9 I 4798 New Broad Street;Sue 330 1\184037 � 56 E 168 . 10 ' IRON IRON I Orlando,FL 32814 321.251.8096 I 99 1 2 IRON O N � q „ www.e eunlversa.net AA26001476 I CA27623 FOUND / ; 9 9 01/A301 SET 1 2 11RON mcoo»a;M EliiteUn"mal.Inc, � 031A301 �� D FENCE PIPE N 0 CAP 6 W 0 0 �� - �� _ PIPE , CA PI B 3 6 ConsDLnwr 14'-0" 6'-10" 26'-2" 102'-0" 6'-0" 30'-0" 16-11" 21'-l" 35'-0" -- -- _ --- '-0'~ —2'-10" 9'-2" �1 - CD'=3 112" - g�5 112 -- -- - - " o - c r � I e O O "' CPORCH OVE'RED O O I c c D 2 R M C VERED r D 2 R 4 4 10 B LCONY O O O 0 �,. — --- 72- ------- ---- - : r - - 1 :04 ' 1 /.IT-O" MRANDR12-6 15-7 -0' I I ATE1 105 4 i -- w 1 I SUITE 7 BEDROOMC.c� #8 EDc {— _ — — —4 ...36'-0" 8'-613'-6" e 15'-11" 12'-8" - O - MASTER LIVING 04 � _ a gs -- a � ...:..:. Q - SALON/ CaD - Ctl � o FAMILY ROOM .. _ .J- � I PROJECT L ") HALL. ----------- gill -- ti �t 8 C " 04 LO m �' T VERED ____ CO]DRYASHPORCH:: N I w M C/) N o c' J - — INSII LAUNDRY �� rT'L ZD g BEDROOM - O m J " ,I ,. w \� #7 ( V-10" 8'-0" 6-2 8'-0 -0 5'-0"11 <: 10'-10" I = w m = LU - v7 V I COVERED 60 Qo F- �I 1@ - PORCH \ _ I L z �b \ _ M co 0. 4 61-0 °' - T !` O O -------------- _ V- PLAY M = 1 J _-- , AREA BEDROOM I� c M M C) T-0" 13'-11" 6'-9 1/2" - 6'-3 1/2" _ _ g " ------------- 18'-4" i cp t __ - -- o - :.:...:... cri ::: .........: - ------------ GTE ---------------- 00 00 8 � - II x 81 V-3" 10'-7"N CN �I Z g ' ' J 9 W $ C /\/\JJ `Y y CD C„ I ,.,_, � •• � � BED#OOM _ I J LL ' N 5'-3" o J g BEDROOM N di 0 - 0 s 2w ----- 00 A s r O O co gk ell , ao G 1 '.:._, REAL SHEET NOTES: 1 T-2" 6'-3" �; 11'-7" a_ o FINAL EXTERIOR WALL DIMENSION LAYOUT BY STRUCTURAL ENGINEER. CONTRACTOR TO COORDINATE WITH ARCHITECT& _ PLANS DURING CONSTRUCTION FOR INTERIOR WALL LAYOUT. O COV RED z pp ®� PORCH I ` ARD016658(FL) ,- O O REVISIONS: # DATE DESCRIPTION 05172113 SUBMIT 8'-6" 7'-;,1/2" 8'-9 1/2" 6'-5" 16'-11" 13--l" 36#-0" 36'-0" 5'-3" 1O2'-0" I DRAWN BY: AFS 3 . 0 3 . 0 01/A301 >> DATE: MAY 22,2013 CHECKED Y: AFS 03/A301 FOUND 1 /2 1ROf � L--0 o o— o- 0 a ❑—...—�0 6 ❑ a\� ff ❑ � ❑ ❑ o ❑ o -0 ❑ ❑ ❑ o ❑ o o ❑ ❑ o ❑ o ❑ ❑—mo- CHAIN LINK FENCE O U N D 1 - 1 4" IRON N 4' WOOD F�E N C E _x_._x_x_x_x_._x_x_x_x_x_x_x_x_—x_x_x_x_._._x_x_x_._x � PIPE , CAP 1-13104 SHEET: E / +� — -- -- -- -- -- -- -- -- -- -- -- / O 102 I nT / Elite Universal Job No. SCALE: 3/16"=1'-0" 01 08009 LEVEL 2 FLOOR PLAN i i 9 9 I 47981New Broad�NEERING Street;Suite 330 N84037 � 56 E 168 . 10 ' IRON IRON Orlando,FL 32814 321.251.8096 1 2 " IRON �� 5 --- 9 M26 14761 CV7623 7 www.eliteuniversal.net SET 1 /2 I I R 0 N ®�=�h,�E* . NI Ri hfa ReeerveE. N 0 CAP 6 ' WOOD FENCE � i° � � ;� PIPE , CAP B3672 SULTAN o � I 01/A301 ° I ; e I P I ROJECr u m II omn m> �„ M cn m cf) U) N o CNIJ 0 w J U- cm � cc)m = ouQiw 0z j Q o 9'-9" 141-8" 11'-7" I 0-1 w z g - --- i p - - - - - - - - - o 00 BUILT-IN MILLWORK o o C 0 M M --= = ------------- <: ' rl � k I PASO - g AREA z 25 sg I e o PENTHOUSE N —J CL s LU of PATIO 6'-11" 6'-3" >LU O AREA 3,-0„ °' I J O 20 � J LL a } 3 � I u C'' B TH 9 SHEET NOTES: i E� FINAL EXTERIOR WALL DIMENSION LAYOUT BY STRUCTURAL - ENGINEER. CONTRACTOR TO COORDINATE WITH ARCHITECT& � PLANS DURING CONSTRUCTION FOR INTERIOR WALL LAYOUT. g Andrew Seftr,PA AR0016658(FL). m REVISIONS: .`_ # DATE DESCRIPTION g 36'-0" 36'-0" 05/22113 SUBMIT n 8_ 3 . 0 01/A301 DRAWN BY: AFS � A CHECKED BY: AFS _ )) DATE: MAY 22,2013 FOUND 1 /2 IRON � CHAIN _INK FENCE PIPE CAP �B1048 SHEET: 1 - 1 /4IRON 4WOOD FENCE � � $ 103a'9 Elite Universal Job No. LEVEL 3 PLAN SCALE: 3116"=1'-0" 01 osoos I i I I ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniversal.net M28001471 I CA27M 0 CCW, ht 2009.UnIm3w,Inc NI Righto Raaw0d. CONSULTANT N N O U N m I � F- 10 LOT 2 " LOT 3 I � I FOUND 1 /2 IRON ( N84°37'56"E 168.10' IRON — IRON ) SET 1 /2" IRON � 9 p PIPE NO CAP 6' WOOD FENCE N , 4 ° / E- 6"PVCFEATEwITH �' L� � I � � � �- ,� PE, CAP LB3672 �O t 4"WIDE GATE TRASH-ENC 10 off\0"EL. 100 1" ,� _.100'=4 \ -— _ - `� - 100'=s° - -,_^, ORE-- i — ---- \ W p9-ORS -- =- — , y a / WATER RETENTION AREA 0.3e _._100 10. O WALE S .J",99-4 EL. �, 101,=�. _ r^` - �: - i -- 5,-O-W I D m _ - , \ — . SIDEWA� U$3 AHUg4 AHU#5 \ \' ;❑ �:. , A-H ❑ , T& H / 0->5Y TON \ _\_,.,. �- _ ---- - / - �� ❑ PORCH / a / GA -- -- ` --— / 101,-T.,EL. , - L $ > , METER GEN JEQUTPi _ " —CLU o O FOR FUTURE iRBL w Dti u s 3 to v �I I� � � ❑ $ Y e� D m ELECTRIC- -- - _ g � PANEL �� m n r r- m � 8 Q 6"PVC FENCE WITH 1 .9 ROLLING GATE too'a"EL. I I z Z 0 PROTECT r > a C 4r� � �Q- I I I MAIN I�LOORSLAB I , 101.-9"EL. o -- ]� 1 2. 1 m D D U I Q e E V / I --- PORCH Z O o I 101'-T EL I T C O C (J) �z GARAGE HIGH E D - r I - — TTI D I r r* I Q GARAGE c �� ❑❑ r W M SLOPE SLAB LOW END 1,558 S.F. 'SLOPE SLAB --- m ,J� 101'x"EL. `114•PER FT. I - - I I M s ' n N 5% FOOTPRINT �� - - \� 1 �1 M �l M p C7 J - 1 -ala COVERED �_ I �� ❑� I O p > PATIO �❑ \❑ Q mcn m I � > O W - a �� - l - 483 S.F. — O Z U 0 r �� Z O �'4 DRIVEWAY I,x�I ® Z V ¢ O m IPERVIOUS I VERS • \ I ❑ 1 W o Z qq 930 S.F._ I 6"DOWNSPOUT MAIN sem. �� I 0 M a� $t o I o� CONNECTED TO LEVEL PORCH ■ I- --� _ '0 I CSS l � - UNDERGROUND .0+101-7"EL. _v � 3 3,464 S.F. MAIN FLOOR SLAB , . / 00 � DRI SWAY/ W, rr��YY�� e� DRAINAGE SYSTEM T FOOTPRINT q+1or s"EL. DRIVEW - I Uv ❑ - 1 I- / PORCHCOVERED ERVI S —0 100 PROJECT DATA �. > 1 - I _ G SHALLOW 444 S.F. 1,200 S,% r I a !TI �❑� 00 I BUILDING TYPE: 0102-SINGLE FAMILY CLASS II -� -6° ❑ � SPRINKLERED: NO Dom I"T"I I EXISTING ZONING: R(RESIDENTIAL PROPERTY) f �, ' , _I W 0. -26" OCCUPANCY CLASSIFICATION: .L ELECTRIC, c 6" NSPO RESIDENTIAL METER .v C NRGROU 36 - ❑� I BUILDING HEIGHT: 35'-0" UINDEDRAT AGE SYS - � �❑ �1� I YEAR BUILT: N.A. u - / ❑�` BUILDING DEPTARTMENT: �V� I CITY OF ATLANTIC BEACH0.fULJ Z _ -01 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 U.1 Y (904)247-5800 J i x Q -' POOL (904)247-5826 1 mgr0n@coab.us. I' - 1,536 S.F. �I ❑. 1 I �..�..� a \ LEGAL DESCRIPTION: LOT 1, PARK TERRACE,AS RECORDED IN PLAT BOOK 15, PAGE 60 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Uj, \. I i AREA SUMMARY Q A ` I1 ❑ j / _ ae HrRD' �� .� ❑ LOT AREA: 17,676 SF V - POOL 4$-, ❑� EQurP. EVEL. � ❑, � I , OWNSPOUTS"' ❑ / v -6011 II - �_ — — \ r'' EXISTING FLOOR AREA RATIO: Q l� 7 j EXISTING BUILDING AREA. 2,221 SF �x WATER - ! / \ % ❑� I' EXISTING F.A.R.: .12 ZONING: a A .:� 1 _ --- - _ POOL SLAB METER �, - - ZONED: R-1 Q ,LOW END. 's � ❑ ., -a SWALE 1.2 ❑ I ,2 F.A.R.: .60 MAX RANSFORMER �, 101'=00" 101`=00' 6 "X a 0 UNDERGROUND FLOOR AREA RATIO. ExFILTRATIONAREA I.S.R.: .50 MIN.PERVIOUS � � � PROPOSED BUILDING AREA. 10,288 SF � � l PROPOSED F.A.R.: .58 . 3o - - __._ 1 ---� 0 - �._' �.�. �_ '--'�� 100'=0"EL. : . a SETBACKS: p p ry LEVEL 1 TOTAL=5,005 SF FRONT- T-6" O N O II II II ji SIDES- 7'-6" n P Y W n T 6"PVC FENCE WITH T $ $ g » GROSS SQUARE FOOTAGE HOUSE=3,464 SF REAR-20'-0" O• m zn o $ 8 $ 8 4"WIDE GATE g FOUND 1 /2 IRON GROSS SQUARE FOOTAGE GARAGE= 1,558 SF CHAIN LINK FENCE 4P MINUS 500 SF CREDIT= 1,058 SF GARAGE) SEAL PIPE, CAP LB1048 I ( ; FOUND 1 -1 /4" IRON 4' WOOD FENCE i GROSS SQUARE FOOTAGE PORCHES=483 SF PIPE N 0 CAP (Pool PORCH=483 SF) 8 _ / ❑ % ❑ I S84"24'23"W 169.11 ' IRON — IRON ) I GROSSLEVEL QUAREOTAL=4,799 SF ,7) � I ( I GROSS SQUARE FOOTAGE HOUSE=4,484 SF �a I I GROSS SQUARE FOOTAGE PORCHES=315 SF 1 �, . (POOL PORCH=315 SF) e I ARD01 658(FL)A �y I LEVEL 3 TOTAL= 484 SF GROSS SQUARE OO AGE HOUSE=484 SF REVISIONS: a # DATE DESCRIPTION IMPERVIOUS SURFACE 05127113 SUBMIT EXISTING I.S.R.: .21 IMPERVIOUS PROPOSED I.S.R.: .46 IMPERVIOUS iPROPOSED TOTAL LOT COVERAGE=8,140 SF DRAWN BY: AFS �s I u GROSS SQUARE FOOTAGE HOUSE AND GARAGE=5,022 CHECKED BY: AFS GROSS SQUARE FOOTAGE OF MAIN LEVEL PORCHES=927 GROSS SQUARE FOOTAGE OF PERVIOUS PAVER AREAS=2,340 SF DATE: MAY 22,2013 (FRONT DRIVE=1,200 SF, REAR DRIVE= 1,140 SF) *"50%CREDIT FOR PERVIOUS PAVERS=2,340 2=1,170 F SHEET: GROSS SQUARE FOOTAGE POOL DECK=946 SF GROSS SQUARE FOOTAGE OF A/C&POOL EQUIPMENT SLABS: 75 SF -� 014 ®g a� Elite Universal Job No. SCALE: 1/8"=1'-0" 01 Daoo9 LANDSCAPE SITE PLAN I NNE ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 HURRICANE STRAP & TIE-DOWN NOTES Orlando,FL 32814 321.251.8098 www.eliteuniversal.net AAAM1476 I CA2POn ROOF STRAPS: MTS12 STRAP TIES, TYPICAL I 14-10d x 1 1/2"NAILS (2)MTS 12 STRAP TIES AT GIRDER TRUSSES I 14-10d x 1 1/2"NAILS ®coc>rXI zoo.Rb ryed ae,InG NI w nrs Ree"nad SULTANT WALL TIE-DOWN: SIMPSON SP5, SP6 SP5&SP6 EACH STUD. MTS30 AT CONNECTION OF WALL&FLOOR JOIST SYSTEM 1 22 10d NAILS - - - - WALL-SLAB TIE-DOWN.' 1/2"x 8"CONCRETE WEDGE ANCHORS, 24"O.C. 1 1/2"WASHERS PORCH ROOF STRAPS: MTS12 STRAP TIES, TYPICAL 1 14-10d x 1 1/2"NAILS ROOF VENTILATION CALCULATION STRUCTURAL NOTES: FRAMING [3. LING AREA=1,695 SQ.FT. FRAMING LUMBER 2x LUMBER, SOLID TIMBERS/POSTS:DOUG FIRi1ARCH#2 OR BETTER. ENT AREA REQUIRED 1 S.F. VENT PER 300 S.F. CEILING AREA(W/CONTINUOUS SOFFIT VENT? STUDS 1,695 S.F. CEILING AREA/300=5.6 S.F. TOTAL VENT AREA REQUIRED HEM FIR STUD GRADE NUMBER OF VENTS DOOR&WINDOW HEADERS RIDGE VENTS: 5.6 S.F.REQUIRED AREA/0.6 S.F.NET FREE AREA 2—2x10 UNLESS NOTED OTHERWISE. PER VENT=10 VENTS RV 1 STUD BEARING W/ADDITIONAL KING STUD. g BLOCKING 2x SOLID OVER BEARING WALLS&BEAMS. SOLID AT JOIST MID-SPANS. NAILING/FASTENERS FLOOR, WALL & ROOF FRAMING SPECIFICATIONS: ALL NAILING&CONNECTIONS SHALL CONFORM TO THE FBC AND AITC.NAILS&BOLTS USED TO CONNECT PRESSURE-TREATED WOOD 1. FLOOR JOISTS TO BE HEM FIR#2 OR BETTER WITH SOLD RIM JOIST&BLOCKING AT BEARING SHALL BE HDG GALVANIZED OR STAINLESS STEEL.LEDGER BOARDS WALLS&BEAMS. IF TRUSS JOIST FLOOR SYSTEM IS USED,REFER TO SHOP DRAWINGS BY SHALL BEA TTACHED DIRECTLY TO THE RIM JOIST AND SHEATHING TRUSS JOIST MANUFACTURER FOR EXACT LAYOUT&ADDITIONAL DETAILS. WITH INDICATED SCREWS OR LAGS LOCATED 2"FROM TOP OR BOTTOM PER DWGS.LAG SCREWS SHALL MEET THE REQUIREMENTS $$ 2. THIS SYMBOL( )INDICATES A MINIMUM OF(2)2 X 4 TRIM STUDS UNLESS NOTED OTHERWISE OF ANSI/ASME STANDARD B18.2.1&SHALL BE INSTALLED PER THE AS PER ENGINEER" USE LARGER POSTS WHERE NOTED.INSTALL KING STUDS PER CODE. NDS CODE.EACH LAG SCREW SHALL BE INSTALLED WITH A WASHER. 3. PROVIDE SOLID BLOCKING UNDER FULL AREA OF ALL POSTS CONTINUOUS TO THE HOLES FOR LAG SCREWS SHALL BE PRE-DRILLED. FOUNDATION OR STEEL BEAMS BELOW. _ e FRAMING ANCHORS 4. ALL HEADERS ARE TO BE(3)2 X 8's UNLESS NOTED OTHERWISE. PROVIDE A MINIMUM OF SIMPSON OR EQUAL INSTALLED PER SPEC. (2)2 X 6 POSTS UNDER EACH WOOD FRAME HEADER&BEAM UNLESS NOTED OTHERWISE. _ GLULAM MEMBERS(Fb=2400 psi). 5. ALL FRAMING LUMBER SHALL BE HEM FIR#2 OR BETTER. 2 X 6 STUDS AND PLATES SHALL DOUG FIR/LARCH OR EQUAL,ARCH. GRADE. BE HEM FIR"STUD GRADE"OR BETTER. ROOF TRUSS 6. ALL MULTIPLE MICROLAMS&BEAMS ARE TO BE GLUED&NAILED TOGETHER PERRaEcr MANUFACTURER TO VERIFY&COORDINATE 1RUSS LAYOUTS, A MANUFACTURER'S SPECIFICATIONS. DETAILS&DIMENSIONS WITH BUILDER/OWNER/ENGINEER. 7. ALL METAL CONNECTORS ARE TO BE SIMPSON"STRONG-TIE"OR EQUAL&SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. MANUFACTURED FLOOR JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH'THE MANUFACTURERS g 8. TRUSS LAYOUT SHOWN IS TO BE VERIFIED BY TRUSS MANUFACTURER. REFER TO SHOP INSTRUCTIONS&APPRV'D DWGS. / m DRAWING BY TRUSS MANUFACTURER FOR EXACT LAYOUT&ADDITIONAL DETAILS. =� COLUMNS PRESENTATIONS OF TRUSS SHAPES ONLY. INTERIOR ch 3'/2"DIA.ADJUSTABLE STEEL SCHED.40. ch WEB MEMBERS ARE TO BE DESIGNED BY TRUSS MANUFACTURER&APPROVED BY N 9. TRUSS PROFILES ARE SCHEMATIC RE e OWNER OR DESIGNER � STEEL N B SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL 0 U_ LU m CONSTRUCTION(AISC). WIDE FLANGE SHAPES("W"SECTIONS) J g SHALL CONFORM TO ASTM A992. CHANNELS,ANGLES, PLATES, "S", w = M"&"HP"SHAPES SHALL CONFORM TO ASTM A36. PIPE COLUMNS LU Z C� WALL SHEATHING SCHEDULE SHALL CONFORM TO ASTM A53-B. STEEL TOSTEEL CONNECTION _ C) W W BOLTS SHALL BE ASTM A307. FILLET WELDS SIZE 3/16"E70XX ROD. V ¢ vom �$ U114 FASTENER EDGE SPACING EDGE SPACING U Q � N � INSULATION TO MEET INTERNATIONAL ENERGY CONSERVATION CODES. w p Z ilb8d COMMON 6"o.c. 6"o.c. VENTING d - GAUGE STAPLES 6"o.c. 6"o.c. ROOF SHOULD BE 1 FT2 FOR EVERY 150FT2 OF ROOF AREA, 1 FT2 PEREVERY 300FT2 IF EVE VENTS ARE USED. A. ""W"OR"S"SCREW 4"o.c. 12"o.c. 1.STAPLES TO BE 2"LONG AND TO HAVE A CROWN WIDTH OF 7/16" ®A PR -ENGIN RED M O TRU$S 24"O.C g FRAMING NOTES SCALE: 114"=1'-0" 03 TVeNE 4:12 4:12 PITCH PITCH GIRDER TRUSS L.L — W 1 O o Ix - 0 Z y i i e9 8., 0LjL Ur 501 z DRO BEAM P R ENG. u //7:r s 2x6l VERFRA FAU DORM �Q 0 y y X W RIDGE , RIDGE LL §� A x rn 4:12 Z "t '2x6 0VERFRAME< PITCH PITCH 2x6 OVERFRAME 4:12 1'-0 z Ua FAUX DORMER 'FAUX DORMER 6 � Z Z a a RIDGE Y Q _. _ EAI. PR NGINE RED TR SS m m @ 24'0.C. a h a X 0 0 I x LL x t . y �a 2x6 VER �6o GIRDER TRUSS Andrew Sechler fA FA U DORM i ARW16658(FL) . ^` f, ` -- Z REVISIONS: Z — — — — DRO BEAM Pr ENG. � 04L [� � � # DATE DESCRIPTION 4:12 / 05122113 SUBMIT ea a PITCH PITCH PR -ENGIN RED M O TRU S 24"O.C _ ■ _ DRAWN BY: AFS CHECKED BY: AFS DATE: MAY71,2013 Lj A �8 SHEET: 106 Elite Universal Job No. a� SCALE: 114"=1'-0" 01 08009 MAIN LEVEL PORTE COCHERE FRAMING PLAN SCALE: 114"=1'-0" 02 THIRD FLOOR ROOF FRAMING PLAN U vvUUL) I L_ IVU � C_ ARCHITECTURE-ENGINEERING-INTERN)RS 4798 New Broad Street;Suite 330 U I II L_ IV �J Ohl — - - — - - - - — Orlando,FL 32814 • — — — — — 32 8098 www.eliteuniiteuniversal.vet AA26001476 I CA2M3 ®Copyright 2009 ENO Uni sW.Inc. All Rights Reamed. SULTANT I i I i — AH #1 AHU42 2-TON 5-TON - Air ENE OR - EK1'P I vvv 1 75KVA = `� _ `v v ELECT. ,\/ �14 \ 3 MP --, L4E1ER I R C�'i1.S t�IRTHIR gramm P 6J \ \ \ RFOR F ROUGH-12 PUNG. , V :-: t r; / ------ i ". FORFUTJtRE1 j --- � 1 1 14 _ i: \ 500 AMP 120/240V - -f ---- -- --- z, I :::•r4:+';r:::::i / �- _-I �-- �' I 1P :. 105 -- - - _ -- - IV V 4 1 XAIV I ;. - - IT - - I T ��--_ 11 I - ----------- _I 11 - -T I� IT - - 71---- - - I - I t-F- .1• s: 1 II ............::.:.:.:.:.:.:.:................................... ,' / I I i' I 5►" 1 I i-- I I I� �,- = - =� i'>,. 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I I FAL 220 VOLT CURET `T' Rptl106TAT AHU#3 AHU#4 AHU#5 I J p DISP06AL O ElECIRC METER 5-TON 5-TON 1.5-TON _�—g — — — MALL SIN7CH —®NSTANT TATER HFJITER— 11tiEE-WAY SEICH C� EIDCRec PANEL a 4 FOUR-MAY 01900MIE1.� � ARdrew S65Mer,PA ARO016658(FL) t $� DINNER SMTCiI � SEQIWIYSY57H1 KEYPAD LKi1T FaI11 (+ no sum 0 T - # DATE DESCRIPTION SUWACE MOIRtIED MCAIDEMM09IT i REVISIONS: s 3 . 0 WALL LVM1ED CCIl1P.FLUOR LIGHT FDfRR1E 3 . SQ2IRITY/FLOOD 11W15(�N01MM) 05127Jt3 SUBMIT RE=INCANDESCENT LIGHT FDM)RE -� RECESSED MIJII�E9CL71T LIGHT FDfTURE-VAPOR PtK10F A�oYATK:GARAGE DOOR �n I I � I f-1 1 �� I n a ` L QEIER w/Sw70m LKiR s Q RE'MM TALL rI SM LIGHT MIRE CE1lIC FAN ��FOtRME DRAWN BY: AFS 0 STEP LIGHT gg SS FLUq�Ii LIGHT FDITM a- WALL I�ItD LKi{T malURE v e O E)OIMlST FAN DATE:KEMAY•22,2DS3 EXHAUST FM1/LICHT COMATKIt LANDSCAPE FLOOR LKiR ADAISTAG E D0M1J6FIT $� Q •� SIAIFACE HOLMIED.ANtCTION BOK a A =� SHEET: COW l� FLL,DRE9CDtT LIGHT FCLRlAE A H ®0 131 a Elite Universal Job No. SCALE: 3116"=1'-0" 01 oeoos LEVEL 1 REFLECTED CEILING AND LIGHTING PLAN r ARCNtTECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniveml.net AA ELECTRICAL KEY M14761 0 12009 EIIW i'Irr All Rights Reeened. -& OUTLET FOR WAGE DOOR OPE WPM CONVOE]!CE OUTLET iE7t NS DUPLEX CUM OUTLET C♦MME$ UITANT DUPLEX ARC FAULT OUTLJ:T 4 PUSH ff=S711111CH DUPLEX OUTLET ABOVE COIRITER SMOTE DElEC1OR I w 11111EJ1'DIERPRWf DUPLEX OUTLET am DETECTOR-WALL MOUNTED &Da DE 07M OUTLET © 71 LINE 6ROU110 FAULT WERRU'TFR DUPLEX OURET HA F-SIMTOED DIRLD(OUTLET Wim,, IELEPH101E ® DUPLEX OUTLET N FLOOR r_ � ) 22D VOLT CURET Y 1FERNOSTAT a DEPOSAL g ELECM METER c� WALL SACH ® INSTANT WATER HEATER $3 THM-WAY SM 0 ELECIILIC PALET. $4 FOUR-MAY SO= � DI900NWIff SUM T $v DMMER SMMTSECURIIYSYSIDI IEVAD MAQ SURFACE MOUNTED WA OE WU LIGHT FWU E ® SPEAKER�� {a} � 22D MM IIOIMIFD COMP.FLUOR. FDRIUIRE ® RECESSED MICAIOESCENT UGIT FDI URE �C SEWIdTI'/FLOOD LIMITS www ® AUTM71C GARAGE DOOR REMMED fICAND SCEl f LIGHT FDf111RE-VAPOR PROOF C-0 OPE1ETt N/5711ITM LIGHT ® RECESSED WALL WASHER DONT F1 MIRE Ap PENDW FIXTURE CLILMW FAN — -- - - -- - - — STEP LIGHT O O LLQ' FLUORESCENT LOT FIXIU E 0 DRAW FAN MALL MOUN7ED LIGHT FDRRAE - EXl1AUST FmAr.IT COoIATION LANDSCAPE FLOOR MIT // \\ } ® ADJUSTABLE DOMMJl1R J JUNCTION BOX — — — — — — _ / \ A SURFACE MOUNTED O O I — — COVE LICHiMiC FLLIORESCEIIT LIGHT FlXIURE O O 1 I I1 � -------- - w - \ D 2 R D R --- dbw I ----�-------I-��---------—---�---IL—I—//�—��\�,\\G\\1 �/ / /\'/1I /I I —— � 1I/\/A \\ � VA--'--��--4//---\—'�_/\---/\\_,�—--/-1�<I—�:I—I—�:IIII—::IL.iI I--.1I:�—r.—:.0/�0::`,:',�•�II II III II---—.7II�—1/—IIII 0�rIL—II 1` ---_--�--_i------=_r_--_y--_1JIIIII`_�I�1I_—�—I—_---_-J�,._>-_•---/../t—I/I,.\,_—T,/-,_�IfLT I—1II I— IIL III IIII I rI-IIIII I IIIu II 1I IIIIIL III�IIIIII I I II III �YIII�IIIIIAIII I II11 I1,1II'�IIIIFII I II I IIIL/ /— f1IIIXIICIIII I/IIII II O IIII III II I II'III I I ' ` _II _/- :_://:/ _/ _: '-t_ _ _� _ - �•T'"/:': ./.4:1iv,:.:/I:t.:♦ —:—-�v ,.I I �I - :� - \ ROJECT All 44 T-7 I T /r / I L ' 1I1 11 l 1 1I I III 1/1II II 1 1 1 I�I 11 II OOO I rO=n AHU#2I I I I (jk, ZJ A R 00L7_Qw�Q �JL 1U6L6,J ELI ch Uj 5.8WJ _ (F IQ{z e}.M NCLW U m 0 AHU"#1 cl cq M WASH __ DRY wI I AHU#3 f Ilk _ _ = rxm O O O _---__ --FF - - i -1 — - - - - - - QREF_AtA --------— W Ilk p Uj W FF cu -------------- ...::...:.:.:::. : 22 cN Iza r 51 O Andrew > / REVISIONS: / DATE DESCRIPTION 05213 SUBMIT r DRAWN BY: AFS _ AFS DTE: MAY22,2013 O SHEET: 132 Elite Universal Job No. SCALE: 3/16 = 0 08009O O O \E AI. LEVEL 3 REFLECTED CEILING AND LIGHTING PLAN SCALE: 3/16"=1'-0" 02 LEVEL 2 REFLECTED CEILING AND LIGHTING PLAN a wum"VetwL .. , • .. ,., 5-TON, 5-TON 1...'5_T01ARCHITECTURE r-ENGINEERING-INTERIORS AM#3 AMt# - Hd#s 4798 New Broad Street;Suite I 330 AHU#1 AHU#2 Orlando,FL 32814 , 2_TON 5_TON - 321.251.8096 www.eliteuniversal.net AA280874781 CA27823 0 Copyriphl 2008 EIOe Un"eael,Inc. GENERATOR QUIP v , �i , • All R'hffi Re""rvaO. 75KVA 0 2O suLTANr _ A-FIOT 18 _ GAS mom O O , c ' E c o c :. PROVIDE ROUGH-IN PLMG. _ � F- UP 3 Q _ � c O c.; ... .,: 717 --- --- D FOR FUTURE 1/2 BATH ! 4 G I ! -- I Q 44 no I I ------------ c c -- -- D21 Ipu _ EE ! <:: - :, - . - ! j o0 ❑ C� I I ! ! _ - o00 20 K - F-6 � I 6 -_ ! Doo ❑ O � < o o ---- O rn D ----' ----- ---' ----- :!--- 1 1 D D - „ O nc ---}-- -------- a -- 7 El - '!!! Q - ..........-- - ----- -----------------'' F 6 .. F U.0 :rr ! cu 1 REF _ . �-- — :., ..I 1' F3 ! a --- ----------------- ----------------- - ---------------- w 1 ---- ---- F 6 (�. Q . a 11\7714O --- r QElf .'. F.S. - a� f - - Z I Q - N :,. F10LU rn cn 65 N l EE D CUSTOM W N - - LE - O c - MARB / I - ci _ J PATTERN �' LL W m - -. > vm 0 _ .. a o + , N co - DOM m ti U ,,I s 1 g / - Q OD O I C N � �/�•,'� .,A h�, "a� : - as .:. I: ! ! _ 7 .. F1 I .1 Cn s W 3 I LL s ..: I W J g g� RANNN NSTA-HOT I , GAS SIR NA P00411 -EQUO. RANSFORMER W- STANDARD WALL FINISHES FLOOR FINISH SCHEDULE O STANDARD FLOOR FINISHES --' WALL FINISH SCHEDULE ❑ It I" TAG DESCRIPTION MANUF. MODEL LOCATION REMARK TAG DESCRIPTION MANUF. MODEL LOCATION REMARK 112'LAMINATED PLYWOOD CUSTOM PAINT/STAIN GRADE DINING ROOM WITH WOOD MOULDING AND TRIM WOOD LUMBER WOOD PLANK BEDROOMS,CLOSETS STAIN WENGE,MAHOGANY ON FELT UNDERLAYMENT& E�Z I W-1 WOOD PANELING WOOD PLYWOOD. PRIME AND LIVING ROOM 36"HIGH WAINSCOTE FINISH COAT PAINT KITCHEN AREAS,MOP SINK F-1 FLOORING LIQUIDATORS 5114"TOUNGE AND GROOVE SALON/GUEST HOUSE ACRYLIC SATIN SEALER Emil PLASTIC TRAVERTINE TILE DALTILE HONED FINISH,PITTED. LIVINGIDINING WATERPROOF ACRYLIC SEALER Andrew SeeNer,-PA A 1/2"GYPSUM BOARD DRYWALL USG TYPICAL WALL FINISH KITCHEN BACKSPL. FINER ORANGE PEEL F-2 FLOORM RANDOM COURSED ASHLAR KITCHEN. LEVEL 1 (2 COATS) BUFF FINISH AR0016658(FE) W 2 WITH 5114"WOOD BASEBOARD ORANGE PEEL FINISH BARBACK PRIME PAINT WALLS TRAVERTINE TILE DALTILE TUMBLED STONE FINISH,PITTED. OUTDOOR LIVING WATERPROOF ACRYLIC SEALER F 3 FLOORING RANDOM COURSED ASHLAR &PATIO (2 COATS) BUFF FINISH NATURAL STONE TILE DATILE GIALLO ORNAMENTAL,MARBLE KITCHEN BACKSPL. BUTT JOINTS,BLACK GROUT. REvlsloNs: v W 3 OR PORCELAIN WITH VEINS BATHROOM NATURAL STONE TILE KEYSGRANITE BLACK GALAXY,OR OFFICE 1/16"JOINTS,BLACK GROUT. # DATE DESCRIPTION F 4 THINSET TILE GRANITE ABSOLUTE BLACK GROUT SEALER 05122113 SUBMIT FLOAT FINISH CONCRETE TBD CLEAR ACRYLIC SEALER GARAGE SMOOTH FLOAT FINISH F 5 WATERPROOF SEALER OR EPDXY PAINT CLEAR WATERPROOF SEALER 3� a F 6 3cm GRANITE COUNTERTOP KEYSGRANITE GIALLO ORNAMENTAL COUNTER TOPS POLISHED STRIATED EASED EDGE DRAWN BY. AFS TRAVERTINE TILE DALTILE CLEAR ACRYLIC SEALER MASTER BATH TUMBLED STONE FINISH,PITTED. F 7 12"X12° DATE: MAY 4,2013 BATHROOMS WATERPROOF ACRYLIC SEALER CHECKED BY: AFS F 8 PORCELAIN TILE DALTILE PIETRE VECCHIE SERIES SHOWERS WATERPROOF ACRYLIC SEALER 2"x2" PV02 PV02 'CHAMPAGNE' 3� PLASTIC/PVC EXTRUDED HARDIE PLANK PERFORATED PVC DECK PENTHOUSE PATIO ATTACH ABOVE SINGLE PLY ROOF MEMBRANE SHEET: F-g 4"DECK PLANK SYSTEM a HARDIEPLANK DECK PLANKS BALCONIES ATTACH TO FLOOR BEAMS F10 HARDIE PLANK CEMENTITIOUS PLANKING s 4"CEMENTITIOUS PLANKS 191 a Elite Universal Job No. SCALE: 3116"=1'-0" 01 06009 LEVEL 1 FLOOR FINISH PLAN O O ARCHITECTURE -ENGINEERING ISI 4798 New Broad Street;Suite 330 Odando,FL 32814 321.251.8096 www.eliteuniversal.net OO — — — — — — — — ___ __ _ — _ M200014761 CA27623 '— - — — ®Copyright 2009 Site Univeroel Inc al w nlR Rein ved. Q Q 1 1 1 CREMA:EUROPA MARBLE, F10 - PAONAZZO MARBLE,',STATUARY CLASSIC MARBLE, NsuLrANr - D 23 R STATUARY WHITE MARBLE,CALACATA ANTICA MARBLE. 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LEVEL 1 /2 COATS) BUFF FINISH Z WITH 5114RWOOD BASEBOARD ORANGE PEEL FINISH BARBACK PRIME PAINT WALLS drewSochler,PA.W A$oatse58(FL)TRAVERTINE TILE DALTILE TUMBLED STONE FINISH'PITTED. OUTDOOR LIVING WATERPROOF ACRYLIC SEALER RANDOM COURSED ASHLAR FLOORING K PATIO I2 COATS) BUFF FINISHNATORAL STONE TILE DATILE GIALLO ORNAMENTAL,MARBLE KITCHEN BACKSPL. BUTT JOINTS BLACK GROUT. OR PORCELAIN WITH VEINS BATHROOM n m} JOINTS BLACK GROUT. NATURAL STONE TILE KEYSGRANITE BLACK GALAXY OR OFFICE 1116 REVISIONS. THINSET TILE GRANITE ABSOLUTE BLACK GROUT SEALER # DATE DESCRIPTION 05172113 SUBMITFLOAT FINISH CONCRETE TBD CLEAR ACRYLIC SEALER GARAGE SMOOTH FLOAT FINISH WATERPROOF SEALER OR EPDXY PAINT CLEAR WATERPROOF SEALER 3CRGRANITE COUNTERTOP KEYSGRANITE GIALLO ORNAMENTAL COUNTER TOPS POLISHED STRIATED EASED EDGE TRAVERTINE TILE DALTILE CLEAR ACRYLIC SEALER MASTER BATH TUMBLED STONE FINISH,PITTED. DRAWN BY. AFS 12nx12n BATHROOMS WATERPROOF ACRYLIC SEALER PORCELAIN TILE DALTILE PIETRE VECCHIE SERIES SHOWERS WATERPROOF ACRYLIC SEALER CHECKED BY. AFS 2Rx2n PV02 PV02 =CHAMPAGNE DATE: MAY22,2013 HARDIE PLANK PERFORATED PVC DECKPLASTICIPVC EXTRUDED PENTHOUSE PATIO ATTACH ABOVE SINGLE PLY ROOF MEMBRANE X4R DECK PLANK SYSTEM SHEET: RDIEPLANK DECK PLANKS BALCONIES ATTACH TO FLOOR BEAMSHAHARDIE PLANK CEMENTITIOUS PLANKING 4RCEMENTITIOUS PLANKS A L(O aemy192 O L — -. -- - , FINISH LEGEND lite Universal Job No. SCALE: 3/16"=1'-0” 01 08009 ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Odando,FL 32814 321.251.8096 www.eliteuniversal.net AA26001478 I CA27623 ®Copoght 2008 Elite Universal,Inc. All Ri Ns Reserved. CONSULTANT EXTERIOR WINDOWS CROWN MOULD CROWN MOULD -- ---- PARTICLEBOARD PARTICLEBOARD i I 42"WOOD GUARDRAIL � o CABINET BOXES, r WITH 34"-36"HANDRAIL . � CABINET BOXES. � PLASTIC LAMINATE PLASTIC LAMINATE C WN LDDOORS CABINET DOORS N WOOD STAIRS CO OPEN PA ICLEB RD -- C NET B ES. _ a, ' I 1:1 SOLID WOOD TRIM 9 PLA C LAM TE G cf) — iM C NET D RS „ in � co j � 'I 1-3 STAINED AND URETHANE FIN. ' ; GLA D CE IC �I ____- — ----- � 1,_3„ TASK LIGHTING = --- , TIL ACKS SH Til PLASTIC LAMIN E PLASTIC LAMINATE o ------- SOLID- --- - 51-10" =_ -- - r , _-- - SOLID WOOD SHELFS, rr PLASTIC LAMINATE COUNTERTOPS COUNTERTOPS _ AND VERTICAL SUPPORTS _ - _ . - _ co COLIhLTl kRmp-S Ln -. 2'-1" _ 2'-1" in OPEN STAINED AND URETHANE FIN. r - M IIIc .__.. -......... ..� 0 O O O O «l �pzo OPEN OPEN OPEN OPEN Q o OO Im OO Via'; 1 OD O C _ _ ------ _ STANDARD CABINET BOXES. s o WOOD DOORS.WITH STAINED o OPEN " AND URETHANE FIN. r -- - � - -- -- � - ---- ------------ ! OPEN e KITCHEN ELEVATIONS - LEVEL 2 GUEST HOUSE SCALE: 318"=1'-0" 24 LIVING ROOM ENTERTAINMENT CENTER SCALE: 3l8"=1'-0" 04 TRANSLUCENT PANELS. STANDARD CABINET BOXES. ON ,ACRYLIC PANELS, WOOD DOORS.WITH STAINED --- - BACKLIGHT 3cm SOLI SURFACE COUNTER.OWNER SELECT. AND URETHANE FIN. b� MARBLE BASE KICK, EASED EDGE,OR OWNER SELECT IS TURAL STONE TILE CROWN MOULD POLI HED.BUTED SEAMS AND EPDXY GROUT. SILVER MIRRORS � aRoaEcr WITH FRAMESQ s MARBLE LAB ALL. ih CALACA TA,OR PAONAZZO I J�A � E LASS7 IG GSHOWER' Eum I URFACE COON 3c S fV_ ,I O-Of2NAME[V ARBLE B WALL. o b i i 1 i i' io co �° W cc n OWNER ' C . . :• � � A A-.A R PAONAZZO o j C C N � EASED E :R OWNER SEL - � � , CV - o WOOD.P NEL ALL, 0 J q oo BEAD B RD, R BOARD INTERIOR BAR SCALE: 3/8"=1'-0" 03 � 11 AND BA SSP INT LiJ m % zo Z U a i _ � // - 3cm SOLID SURFACE COUNTER. _ � U m � UDWOODP0�5 I � � � � � 3cm SOLID SURFACE COUNTER. NATURAL STONE TILE WALL,WITH �� UBATUBA,OR OWNER SELECT. ` " I ��` 1 - - I � , o . � � !, - UBATUBA,OR OWNER SELECT. ACCENT TRIM. (3)COATS WATERPROOF U Q O U EASED EDGE,OR OWNER SELECT y ST D URETHANE FI o o b EASED EDGE,OR OWNER SELECT COATING,SATIN/FLAT FINISH Q CV F- - // i .- STEA D CABINET BOE �i NATURAL STONE TILE WALL,WITH 3-10 W WO O RS_WITFi STAN-E u L / ACCENT TRIM. (3)COATS WATERPROOF m URETHANE FI _ 9 _ - - 64 1 COATING,SATIN/FLAT FINISH I 9 LATACRETE WATERPROOF COATING ALL SIDES OF SHOWER BATHROOM ELEVATIONS - LEVEL 1 MASTER "= ' " SCALE: 318 -1 -0 22 MARBLE:SLAB WALL. MARBLE TILE WALL WOOD VALENCE,STAINED. WOOD VALENCE,STAINED. CALACATTA,OR PAONAZZO y - CROWN MOULD 7F--] NATURAL STONE TILE WALL,WITH TE EFED GLASS ' i CROWN MOULD ACCENT TRIM.01 SHO E DOOE ; ; WOOD CABINETS. TEAK,CYPRESS,OR COATING,SATIN FLAT FINISH WATERPROOF WENGE. STAINLESS STEEL CABINETS, O PANEL WALL / a GLASS MIRROR,SILVER, B D BOARD,OR}30ARFS MEDICAL GRADE,ACID DIPPED STAINLESS. ," NDB TON. / 4"CON( RETE CURB. 3cm SOLID SURFACE COUNTER. _ �/� e !. 0 ; LATACF TE WATERPROOF V J a OR SMOKE,OWNER SELEC SEMI- LOSS PAINT e COA IN ALL IDES OF SHO �R DRYWALL FINISH. UBATUBA,OR OWNER SELECT. � EASED EDGE,OR OWNER SELECT Z MARBLE SLAB WALL. T/W LL CONNECTIO SATIN PAINT. 3cm SOLID SURFACE COUNTER. CACACATTA,ORPAONAZZO/ GIALLO ORNAMENTAL,,ORO NER SELECT. i / o o ORANGE PEEL FINISH, o 9 EASED EDGE,OR OWNER S ECT "CON CURB. / a, MF LATAC TE WATERPROOF] � � CD WOOD PANEL'WALL, NEW60 Q CO ING ALL SI SOF OWED BEAD BOARD,OR BOARD _ - o / _ AN BATTON. SEMI-GLOSS AINT q GRILL _ co ifl cc 4 - D SEAT/WACQPVNECTION, _ O (� - - j / o m % 00 [ O O LU El Ujli E o o f o % - i j' o 0 5 "0 S BOAR o w - - _ ABI BO 6. �;� i / / i i+3. / iV3 WM61E iv I z i `"' a. - 5 _W CSD DO S.W ST r i L ILLA - _ o 11 9 PORCELAIN,OR GLAZED TILE LATACRETE WATERPROOF AT GRILLE AREA COATING ALL SIDES OF SHOWER BATHROOM ELEVATIONS - LEVEL 2 MASTER SCALE: 3l8"=1'-0" 10 SUMMER KITCHEN SCALE: 318"=1'-0" 02 3cm SOLID SURFACE COUNTER. SEAL 5'-0" 5'-0" UBATUBA,OR OWNER SELECT. j 1 EASED EDGE,OR OWNER SELECT } q 5'-10„ 4,�e, 4,_8„ 2'-32' 4,_3„ 4,_6„ 4'-3" 2'-11" 58 OTANA, CABIN t OX1S. CROWN ULD -10' -10 0m) All ,AndrewSechler, ANE FI i ! � � 3cm SOLI SURFACE COUNTER. AR0016658(FL) i 9 I E-1 � , Ll UBATUBA,OR OWNER SELECT. - I _ EASED E E OR OWNER SELECT -- ----- S DOOR FRONTS, -- GLA DOOR NTS, �! � � � � CLEARACID CHED C4 OR ACID ETCHED SOLID WOOD SUPPORTS. REVISIONS: 4 SOLID WOOD S F&SU RTS. y STAINED ND URETHANE FIN. SOLID WOOD POSTS. n DATE DESCRIPTION a S INED A URETHANE FIN. j 1 STANDAR CABINET BOXES. 6"STAINLESS STEEL OR CAR m MARBLE-O BAC SH.ECT. 3cm SOLID SURFACE COUNTER. STAINED AND URETHANE FIN. 1orov13 suenalT TASK I TING - cr) "" °°o°° OIL RUBBED IRON DOOR PULLS. WOOD DOORS.WITH STAINED UBATUBA,OR OWNER SELECT. s EASED EDGE,OR OWNER SELECT . GLASS DOOR FRONTS, 1'-3" 1'-3" P I HED _ A URE E FIN. STAND DOORS. STAINED AND AN - cm MA E BAC LASH. CLEAR OR CID ETCHED- WOO 5 r_ - TASK LIGHTING' 1 � / - ^° `t SOLID WOOD POSTS. AND URETHANE FIN. A', ATA, WNE LECT. 3cm SOLID SURFACE COUNTER. a T K LIGHTINVj _ - V �, V STAINED AND URETHANE FIN. STANDARD CABINET BOXES. OR OWN DRAWN BY: AFS --� - - i - WOOD DOORS.WITH STAINED UBATUBA, ER SELECT. _ - - EASED EDGE,OR OWNER SELECT AND URETHANE FIN. 2' 1" 2' 1"' N DRAWERS CHECKED BY AFS CLOS _ I SIELF .•.. .,... .. m ERS — __ ,-_ ''' — �-- ��-_ �--� -�--- ---- � u--_ --�-�, ----_ -�-� O O � ,`O .--_ .—z- �-.,� � - �; _, .. •'. — -- N : , . _ DATE: OCTOBER 1,2013 r j - _ - - 5 "BASEB ARD o SOLID o _ - --- - - _ 00D P TS. o o o SHEET: ch IN-- 618 - r� - c� —� STAIN ANDTHAN IN. co -- A k � 193 KITCHEN ELEVATIONS Erteunl08009versal dobNo. SCALE: 3l8"=1'-0" 01 o600s i ARCHITECTURE-ENGINEERNG-INTERIORS 4798 New Broad Street;Suite 330 Odando,FL 32814 321.251.8096 www.eliteuniversal.net AAN W147"I CA27M STANDING SEAM METAL ROOF. ®Cowignt 2008 Bile U"Nel"d,Inc 1 FIRESTONE UC-6,UC-7. I Al fthisReswad. 4"ALUMINUM GUTTER&DOWNSPOUT CONSULTANT 12 2 TOP OF THIRD LEVEL ROOF BEARING CEDAR SHAKE SHINGLES,OR CONCRETE COMPOSITE SHAKE STYLE - 4"x4"CYPRESS BEAM OUTLOOK L j STANDING SEAM METAL ROOF. 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I , , L� VINSULATED DOUBLE PANE LOW-E GLASS s ENG.BY TRUSS MANF'R wMs16 _ STAIRS 9 0.00 HURRICANE TE DOWN I -------, - _.....- - -_ I TOP OF SECOND FLOOR DECKING am . .. .:... . .. TOP OF MAIN FLOOR WALLS --- i S •- __ E a it ( .. - . y I , e , -._ - Ll e 0 !i! - ew Sechler,PA IJ T" I E El .. AAlr �—I •!\R0016658•(FL):.,_ I � t 00 - - , I g� 1,-3„ / ': GREAT I N REVISIONS: 1� I' ROOM o 00 a DATE DESCRIFrION o ' � I 2-1 KITCHEN 1 �� i o j . � 05122H3 SUBMIT HALL W -------------- - - L r o �t� i --- LI L V_ DRAWN BY.• AFS • TOP OF MAIN FLOOR SLAB .. .. ... . ,... :. - ..._. -. .:..' ., .,.- , .. . , CHECKED BY: AFS DATE: MAY 22,2013 1cm SOLID SURFACE SPLASH TO MATCH COUNTER. 3cm SOLID SURFACE COUNTER. GIALLO ORNAMENTAL,UBATUBA, I +� ►'.. I SHEET: OR OWNER'S SELECT. ( , w WOOD STAINED CABINETS. H OWNER SELECT FINISH ♦ 10/A300 $� SOLID WOOD PANELS 301 Elite Universal Job No. NOT USED SCALE: 1/4"=1'-0" 21 SECTION LOOKING EAST SCALE: 1/4"=1'-011 01 eoos ARCHITECTURE-ENGINEERING-INTERIORS I -------------- A - SLOPE TO 4"DECK DRAIN. ROLL-ON WATERPROOF 4798 New Broad Street;Suite 330 Orlando,FL 32814 MEMBRANE BELOW 400OPSI TOPPING SLAB AND - ---- FINISH MATERIAL. 321.251.8096 www.eliteuniversal.net M2WO147a I CA27M ,(/ ®Copyright MIS site urmr el,Im. 1 Al MOM Rees"d ---— • CONSULTANT 14 STANDING SEAM METAL ROOF ON 401b ROOFING PAPER. FIRESTONE UC-6,UC7 ----- VINYL VINYL RAILING SYSTEM,METAL STRUCTURE PREMANUFACTURED WOOD WINDOWS FULLY {`{ OR STEEL ROOF TRUSSES FLASHED/FLANGED I 6"POURED CONCRETE BUMBPER WALL, COMPOSITION LAP SIDING __ __ ALL 4 SIDES WITH CONTINUOUS ALUMINIUM FLASHING SCHEDULED STEEL COLUMN& 6"HARDIE-PLANK OR SIMILAR PEEL AND STICK MEMBRANE LASHING 4 SIDE P ° ' • �`� BEAM. REFER TO STRUCTURAL 1x EXT.TRIM AT WINDOWS, ' F ALL S,TY COMPOSITON LAP SIDING HARDIE-PLANK DWG'S FOR DETAILS DOORS,AND CORNERS ------------ DESIGN - - l OR SIMILAR. 6"EXPOSURE. CLADDING SYSTEM R-30 BAT ROOF Ii DESIGN AND DETAILS BY STRUCTURAL ENGINEER INSULATION 1"INSULATED DOUBLE PANE ! LOW-E GLASS �—F -- VINYL WINDOWS - - VI B - ALUMINUM FLASHING WITH I { I PEEL&STICK MEMBRANE FLASHING 4-SIDES R-30 BAT ROOF INSULATION 4"ALUMINUM COMPOSITON LAP SIDING T&G WOOD ROOF. No.6 PINE, GUTTER &DOWNSPOUT 6"HARDIE-PLANK OR SIMILAR OR CYPRESS WOOD CEILING. 1x EXT.TRIM AT WINDOWS, - 1x WOOD TRIM,&1x WOOD DOORS,AND CORNERS a - COLUMN WRAPS -- 1 COMPOSITON LAP SIDING HARDIE-PLANK OR SIMILAR 6"EXPOSURE. CLADDING 4"x4"CYPRESS ARCHITECTURAL DESIGN AND DETAILS BY STRUCTURAL ALUMINIUM FLASHING AROUND ALL WINDOWS AND DOORS. ALL SIDESBEAM OUTLOOKS. BOLT THRU TO ENGINEER. 2"RIGID FOAM INSUL. ALUMINIUM FLASHING AROUND ALL ROOFNVALL JOINTS,TYPICAL ! 1"INSULATED DOUBLE PANE WALL STRUCTURE WITH " BOLTS LOW-E GLASS 4"RIGID FOAM INSUL. STANDING SEAM METAL ROOF VINYL WINDOWS ON 401b ROOFING PAPER. TYVEK BUILDING PAPER - g FIRESTONE UC-6, UC7 SLOPE TO EDGES. ° ROLL-ON WATERPROOF ! PREMANUFACTURED WOOD OR STEEL ROOF MEMBRANE BELOW 26/A301 T&G WOOD ROOF. No.6 PINE, TRUSSES. DESIGN BY TRUSS MANUFTR4000PSI TOPPING SLAB'S EMG. AND FINISH MATERIAL. �� OR CYPRESS WOOD CEILING. SCHEDULED CONCRETE STEMWALL. REFER TO STRUCTURAL DRAWINGS s FOR DETAILS. Emil VISQUEEN VAPOR 1 ' ---- -- BARRIER,TYPICAL SCHEDULED STEEL COLUMN& I s� BEAM. REFER TO STRUCTURAL SCHEDULED CONCRETE FOOTER R-30 BAT ROOF DWG'S FOR DETAILSREFER TO STRUCTURAL DRAWINGS :• co i 8 h _a i i TION INSULA FOR DETAILS. 1x WOOD TRIM, &1x WOOD CdLUMN L2LWRAPS ° WALL SECTION SCALE: 1/2"=1'-0" 03 y d S << / .• i If 7 4 1x WOOD TRIM,&1x WOOD P�Ecr s77COLUMN WRAPS ----1x WOOD TRIM A WWOOD COLL IVIN WRAPS ( SCHEDULED BAR JOIST,DECK,AND TSS4"x6"x.25"STEEL BEAM R-30 BAT ROOF TSS4"x4"x.25"STEEL COLUMN INSULATION SCHEDULED STEE COLUMN& ( I CONC.SLAB. REFER TO STRUCT. ; ---BEAM....REFER-T S RUCTURAL T&G WOOD ROOF. No.6 PINE, ( 4"ALUMINUM DRAWINGS FOR DETAILS W M 8� DWG' OR DETAILS cn OR CYPRESS WOOD CEILING. T&G WOOD ROOF. No.6 PINE, 1x WOOD TRIM, GUTTER &DOWNSPOUT - OR CYPRESS WOOD CEILING. &1x WOOD COLUMN N x WOOD TRIM, I F WRAPS p M _ --- - - --- 4"x4•"CYPRESS ARCHITECTURAL - _____ ________-_ " &1 WOOD COLUMN I ' — - --- C3 > U BEAM OUTLOOKS. BOLT THRU TO COMPOSITION LAP SIDING 6"HARDIE-PLANK 12"BAR JOIST SYSTEM @ 32"O.C., — O W —I _ WRAPS ( I WALL STRUCTURE WITH%" BOLTS. �', LL5/ \ OR SIMILAR 1x EXT.TRIM AT WINDOWS, 1 1/2"CORRUGATED METAL DECK, - - LU m Z - I DOORS,AND CORNERS. CLADDING SYSTEM 3",3000PSI CONCRETE.,FLOAT FIN. Q Q DESIGN AND DETAILS BY STRUCT. ENGINEER ' OR CYPRESS WOOD CEILING. -- 0 - I T&G WOOD ROOF. No.6 PINE, Q O m - / VENTED VINYL SOFFIT, 0 N it -- WHITE Uj oo Q 4 1"INSULATED DOUBLE PANE Y"LAMIT'D STAIN GRADE PLYWOOD J 1 1x WOOD TRIM, I CV LOW-E GLASS CEILING BEAMS, MITERED EDGES. F— $9 - SOLID WOOD HANDRAIL. I &1x WOOD COLUMN VINYL WINDOWS ALT:CEDAR TIMBERS SCHEDULED STEEL COLUMN& Q CAP OR CYPRESS WRAPS I BEAM. REFER TO STRUCTURAL DWG'S FOR DETAILS ALUMINUM FLASHING WITH - -- -----� ----- � 10"x10" 3/ "BASEPLATE. I � PEEL&STICK MEMBRANE IN FOOTER PAD. SET IN OPSI GROUT. FLASHING 4-SIDES 6/A301 g� (8)�"BOLTS/ST ILS EMBED I p - -- - --- WALL SECTION-PORCH SCALE: 1/2 =1-0 09 COMPOSITON LAP SIDING �� 6"HARDIE-PLANK OR SIMILAR 1"x6"P.T.WOOD P K FLOORING, I I -- 1x EXT.TRIM AT WINDOWS, OR F NG,&STA N 6 OPEN DOORS,AND CORNERS 2"x12"LEDGER B WITH - 4"x4"P.T.WD POST COMPOSITON LAP SIDING E HARDIE-PLANK OR SIMILAR STANDING SEAM METAL ROOF Y2-x6"CONCRETPANSION -- � BOLTS,24"O.C.,TfF CAL ° !` 6"EXPOSURE ON 401b ROOFING PAPER. FIRESTONE UC-6, UC7 B SIMP.HU210 OPEN _ 2"RIGID FOAM INSUL. HANGERS PREMANUFACTURED WOOD - --- - SCHEDULED CONCRETE STEMWALL.M 'REFER TO STRUCTURAL DRAWINGS OR STEEL ROOF TRUSSES FOR DETAILS. R-30 BAT ROOF ` _ __ %r TYVEK BUILDING PAPER INSULATION WOOD TRIM,&1x WOO D s 7 _ Z I - FASCIA&BEAM WRAPS ?. _ Try a 2"x10"P.T.WOOD BEAMS,16"O.C. L t, `1 - �, 5 4. 401b FELT PAPER TOP OF BEAMS r V-6' 1'-0 Emil VISQUEEN VAPOR o - ' 12"x12"x8"CONC. '' F _ 16"BAR JOIST SYSTEM BARRIER TYPICAL - @ 1 � PAD WITH ABU44 - 1 1/2"CORRUGATED METAL DECK, POST BASE 10"x10"x3/8"BASEPLATE. o _ 3" 3000PSI CONCRETE. 2'-4" (6)� BOLTS/STUDRAILS EMBED �' • ;..:� SCHEDULED CONC.WALL& - e SCHEDULED CONC.STEMWALL IN FOOTER PAD. SET IN 600oPSl GROUT. FOOTER. REFER TO STRUCTURAL e 2 WALL&FOOTER. REFER TO SCHEDULED STEEL COLUMN& DRAWINGS FOR DETAILS. T&G WOOD ROOF. No.6 DETAILS. DRAWINGS FOR DETAILS. STEEL COLUMN& ' STRUCTURAL DRAWINGS FOR FOOTER. REFER TO STRUCTURAL FOOEERL REFER TO STRUCTURAL 1,-8o j _ OR CYPRESS WOOD CEILING. " DRAWINGS FOR DETAILS. U TSS4"x6"x.25"STEEL BEAM SECTION AT ENTRY PORTE COCHERE SCALE: 1/2"=1'-0" 22 WALL SECTION-PORCH SCALE: 1/2"=1'-0" 09 -- TSS4"x4"x.25"STEEL COLUMN �s 4"RIGID FOAM INSULATION APPROX.4"THICK,NEW 3000PSI FIBERMESH 3000PSI CONCRETE INFILL. T Y 1x WOOD TRIM, �a REINFORCED CONCRETE SLAB,FLOAT FINISH DOWEL TO SLAB WITH#5REBAR,2 PER SIDE 2"RIGID FOAM INSULATION &1x WOOD COLUMN WRAPS sFaL CONCRETE WALL SYSTEM. REFER TO F 2"PAVERS AT POOLDECK. SET IN STRUCTURAL DRAWINGS FOR WALL 4 SYSTEM,AND WALL CLADDING DETAILS 2"LEVELING SAND,AND SANDY �! FSUBSOIL. 90%COMPACTION WOOD WARDROBE CLOSET o 0 1 g . ALUMINIUM FLASHING AROUND ALL ROOF/WALL JOINTS _ Andrew SeChhf,PA. W - ° a ^ 12x35 STL BEAM WITH B„ ---- -- - ---- , AR0016658(Ft) a o ° WELDED PLATE T b 4 a PEST CONTROL TR TMENTJ ° a -"W SE OF BEAM • ' WELD, EA SIDE -- �� PEST CONTROL TREATMENT \ ' a / IN SOIL,ASR REQUIRED. ° 16 APPROX.4"THICK NEW REVISIONS: a 10'x10'x3/8"BASEPLATE. "` 8 I IN SOIL,AS REQUIRED. PEST CONTROL TREATMENT Emil VISQUEEN VAPOR ! 3000PS1 FIBERMESH ° a / (4) "BOLTS/STUDRAILS # DATE DESCRIPTION d I 1 <- ( IN SOIL,AS REQUIRED. BARRIER TYPICAL REINFORCED CONCRETE_St AB, _ e 6mll VISQUEEN VAPOR d"< 4 I _ 05=13 SUBMIT ° SET IN 6000PSI GROUT FLOAT FINISH a N BARRIER,TYPICAL a 1 2 EMBED IN FOOTER PAD • #5 REBAR,AS PER o ° °° BARRIER, OR M ° I I . ° °° ° ° I #5 REBAR,AS PER I . a < . 8" STRUCTURAL DRAWINGS $„ STRUCTURAL DRAWINGS _ SCHEDULED CONCRETE STEMWALL. ° SCHEDULED CONCRETE STEMWALLDRAWN BY: AFS REFER TO STRUCTURAL DRAWINGS FOR DETAILS. n REFER TO STRUCTURAL DRAWINGS • FOR DETAILS. J CHECKED BY: AFS a SCHEDULED STEEL COLUMN&FOOTER. ° 2'-4" - 2"PAVERS AT POOLDECK. SET IN REFER TO STRUCTURAL DRAWINGS FOR DETAILS. a ; ° ° ° ih DATE: MAY 22,2013 _ ° a: • 12"BAR JOIST SYSTEM @ 32"O.C., Emil VISQUEEN VAPOR iv 2"LEVELING SAND,AND SANDY 1 1/2"CORRUGATED METAL DECK, BARRIER,TYPICAL SUBSOIL. 90%COMPACTION 0 T`�— . - a 4 ° ° SCHEDULED STEEL COLUMN&FOOTER. 3" SHEET: REFER TO STRUCTURAL DRAWINGS FOR DETAILS. ° ° .Q SCHEDULED STEEL'COLUMN&FOOTER. REFER TO STRUCT. DWG'S FOR DETAILS. .. o SCHEDULED STEEL COLUMN&FOOTER. SCHEDULED STEEL COLUMN& 3 1,_8" REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 7-101" FOOTER. REFER TO STRUCTURAL SCHEDULED STEEL COLUMN&FOOTER. DRAWINGS FOR DETAILS. REFER TO STRUCT. DWG'S FOR DETAILS. 2'_0" 310 FOOTER DETAILS SCALE: 1/2"=1'-0" 16 WALL SECTION SCALE: 1/2"=1'-0" 06 WALL SECTION AT SALON PORCH SCALE: 1/2"=1'-0" 01 Elite Universal Job No. i 4798 New Broad Street;Suite 330 Odando,FL 32814 321.251.8096 www.eliteuniversal.net AAM14761 cAr/szs O Copyright 2009 Eft Unh-1,Inc NI hts Pemwd. u o> o b m 0 4 b o q o m m CONSULTANT Bo m fio c0 E9 _ _ II i W W LJ - ___. - 0 --- 00 L=J IJ P I LA LL-----11 ------------------ B011 6'-0" 91-0" ' o © © 0 0 0 0 o O o t o 0 2'_0, 2,-0, 4,_0. 2'-4" 2,f 3'-0" 5,_0. 61_0^ 6'-0" a 2'-0" 2'-0" 2'-6" 2'-6" 2-0" 2-0" 3,-0„ 3,-0„ 2'-8" 2'8" 3'-0" 3._0. 5'-0' 2'-6" 2'-0" 3'-0" " r 2 2.0 - - - F - - 1 7 -------- Ll R R 4 4 4 4 4 4 m -- m m m m m m p w w ' _ m FD - ' 4 R EFEl Ll ElV) zoL L R __ g DOOR ELEVATIONS SCALE: 1/4"=1'-0" 03 g (ASCE 7-98)A 10 DRYWALL,ORANGE PEEL FIN. TABLE R301.2(4) TAPE AND MUD ALL JOINTS GARAGE DOOR PRESSURES DESIGN WIND a 2'-0" 2'-0" 2'-0" 2'-0" EXPOSURE B 3 5/8"METAL STUDS,16"O.C. IMPORTANCE FACTOR 1.00 6'-0" A ENCLOSED BUILDING 2-0 2-0" 2'-0" 2 0 2 STUDS AT HEADER —i r 1 1/7'DRYWALL,ORANGE PEEL FIN. E�t0.1CCT �— TAPE AND MUD ALL JOINTS BASIC WIND 1 SPEED"1/" DI DJ �_ g El El L, 3 5I8"20ga METAL STUDS,16"O.C. 110 MPH 9 +MAX -MAX 2 STUDS AT HEADER / WIDTH HEIGHT ® IM 9 8 19.1 21.6 r ��\ W El El �Em L -, D D 6p � SEEINTERORO DESIGN _ i 10 10 18.3 20.2 � � � - DRAWINGS FOR SPECS 16 10 17.4 -19.8 s� u D D D wcy) cn C14 3"DOOR TRIM DESIGN LOADS: I❑ J SEE INTERIOR DESIGN IMPORTANCE FACTOR: 1.00 El DRAWINGS FOR SPECS SCHEDULED POCKET DOOR 0 OJ LL- SEE e SEE DOOR SCHEDULE FOR SPECS. m EXPOSURE: B 18 0' L 12 0 W = �a r Z 0 W W INTERNAL PRESSURE COEF. .18 j U 00 1=f Gg HEAD DETAIL POCKET HEAD DETAIL U Q O U 04 BUILDING CATEGORY: TYPE 4 Ee Hh W o Z HEIGHT. 22.8' O 1/2"DRYWALL,ORANGE PEEL FIN. Q TAPE AND MUD ALL JOINTS J 1 1!2"x1 1/2"METAL STUDS Q GARAGE DOOR ELEVATION SCALE: 114"=1'-0" 22 DOOR ELEVATIONS SCALE: 114"=1'-0" 26 TAPE AND MUD ALL JOINTS 1!T DRYWALL,ORANGE PEEL I AT JAMB 35/6"20ga METAL STUDS,16"O.C. 2 STUDS AT HEADER DOOR SCHEDULE TAG DESCRIPTION MANUFACTURER STYLE FIRE RATING PRIVACY THRESHOLD HARDWARE LOCATION DOOR & HARDWARE NOTES DOOR LOCK JAMB HANDLE n SOLID CORE WD. EXTERIOR ENTRY DEADBOLT Y WOOD LEVER,LATCH SET GLASS LITE) GROUP#1 FRONT ENTRY DOOR 1. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE SERIES AL GRADE OR OA R 8'-�" -0" M IDELIGHT g MULL D MP 2-PANEL W/TRANSOM STAIN GRADE f AND l'-6"X s'-0=TRANSOME ABV. &SIDELITES WEATHERSTRIPING BETTER.LOCKS NEED TO BE REKEYABLE. L O 6'-8"x—2'-B"SWING SOLID CORE WD. COLONIAL MANUF. Y WOOD GRAB,PASSAGE GROUP#2 PLAY RM./BED 3 2. ALL DOORS AND HARDWARE TO COMPLY WITH N.F.P.A.101 2-PANEL 1/2 GLASS WEATHERSTRIPING DEADBOLT HANDLE CONCRETE HDR.BEAM.REF.STRUCTURAL i - — 3. PAINT ALL WOOD DOORS AND FRAMES. ; SOLID CORE WD. COLONIAL Y WOOD LEVER HANDLE GROUP#3 POOL BATH/MASTER BEDROOM 2"RIGID C 8'-0"x 2'-B"SWING WEATHERSTRIPING DEADBOLT # O 2-PANEL 112 GLASS INSULATION • - s O SOLID CORE WD. COLONIAL DEADBOLT y GRAB,PASSAGE GROUP#2 4. H.C.DESIGNATES HOLLOW CORE. = D 6'-8"x 3'-0"SWING WEATHERSTRIPING WOOD HANDLE GUEST LIVING ROOM HARDIE PLANK,OR _ —2-PANEL 1/2 GLASS -_ SHAKE SHINGLE SIDING -- - -- a O METAL COLONIAL _ DEADBOLT Y WOOD GRAB,PASSAGE GROUP#2 GARAGE 5. 3 PANEL DOORS ARE SOLID CORE WOOD DOORS 4 E 8'-0"x 3'-0"SWING 2-PANEL 1/2 GLASS WEATHERSTRIPING - HANDLE 4 3"DOOR TRIM 3"DOOR TRIM x O PR 6'-B"x 7.6"SWING FRENCH PAIR EXTERIOR ENTRY N Y WOOD LEVER HANDLE GROUP#1 MASTER BEDROOM d SEE INTERIOR DESIGN SEE INTERIOR DESIGN s 2-PANEL 1!2 GLASS FRENCH _ 4 a. 4 a DRAWINGS FOR SPECS DRAWINGS FOR SPECS �� J PATIO DOOR COLONIAL GRAB,PASSAGE GROUP#2 4 SCHEDULED POCKET DOOR J e OG 6'-B"x 6'-0"PATIO SLIDER (2)LITE WEATHERSTRIPING N N WOOD HANDLE BEDROOM 8 a SEE DOOR SCHEDULE FOR SPECS. FRENCH PAIR EXTERIOR ENTRY HARDWARE GROUP#1 4"RIGID INSULATION - O PR 6'-8"x 3'-0"SWING N Y WOOD LEVER HANDLE GROUP#1 SALON/FAMILY ROOM y, LIJ a i 2-PANEL 1/2 GLASS FRENCH 1 EA LATCHSETILEVER HANDLE 4 a PATIO DOOR COLONIAL GRAB,PASSAGE GROUP#2 4 4 a OI 8'-0"x 6'-0"PATIO SLIDER 2 LITE WEATHERSTRIPING N N WOOD HANDLE GAME ROOM/KITCHEN 1 EA LOCKSET 4 w/r-6"X 9-0"TRANsoME ABv. O- JAMB DETAIL POCKET JAMB DETAIL s -- ---- - 1 EA DEADBOLT W/KEY AND INT.THUMB TURN PATIO DOOR COLONIAL GRAB,PASSAGE GROUP#2 a SCHEDULED SOLID WOOD DOOR 7 J 8'-0"x 9'-0"PATIO SLIDER 3 LITE WEATHERSTRIPING N N WOOD HANDLE DINING ROOM WEATHERSTRIPING Ix HARoIE PLANK SEE DOOR SCHEDULE FOR SPECS. ` 9 PATIO DOOR COLONIAL GRAB,PASSAGE GROUP#2 SATIN STAINLESS STEEL HINGES COMPOSITE WOOD �/ ' O OK 8'-0'x 17-0"PATIO SLIDER WEATHERSTRIPING N N WOOD HANDLE GAME ROOM TRIM AT DOORS o 4 W/1'-6"X 9-0"TRANSOME ABV. (4)LITE 4 CARPET @ PADDING,SEE O 8'-0"x 16'-0"PATIO SLIDER PATIO DOOR COLONIAL N N WOOD GRAB,PASSAGE GROUP#2 GREAT ROOM HARDWARE GROUP#2 INTERIOR DESIGN SCHEDULE FOR SPECS. 1/2"DRYWALL,ORANGE PEEL FIN. W/1'- "X 9'-0"TRANSOME ABV, (4)LITE WEATHERSTRIPING HANDLE _ O MASONITE HOLLOW CORE ALL HARDWARE BY DOOR MANE. TAPE AND MUD ALL JOINTS O 6'-8"x 2'-0"SWING 5-PANEL 5-PANEL N N WOOD LEVER HANDLE GROUP#3 LVL 2 MASTER WATER CLOSET EPDM WATERPROOF -- _-- _-- -- GRAB PASSAGE HANDLE TAPE,ALL SIDES 3 5/8"20ga METAL STUDS,16"O.C. Q It MASONITE HOLLOW CORE WEATHERSTRIPING WOOD TRIM 2 STUDS AT HEADER O s ON PR 6'-8"x 7-0"SWING _ 5-PANEL 5-PANEL N N WOOD LEVER HANDLE -- GROUP#3 MASTER BEDROOM SEE IDEN. e MASONITE HOLLOW CORE FLASHING/FLANGERLL 1/2"DRYWALL S O W-0"x 2'-0"SWING 6-PANEL 5-PANEL TYPIN N WOOD LEVER HANDLE GROUP#3 POWDER ROOM HARDWARE GROUP#3 SIDES OF ALL C ENIN @ MASONITE HOLLOW CORE LEVER HANDLES SIDES OF ALL OPENINGS r(D 8'-0"x 7-0"POCKET N N WOOD GRAB,PASSAGE GROUP#5 LVL 1 MASTER WATER CLOSET 3"DOOR TRIM 5-PANEL 5-PANEL SATIN STAINLESS STEEL HINGESIPR B'-0"x 7-0"SWING N N WOOD LEVER HANDL€ GROUP#4 ENTRY CLOSET SEE INTERIOR DESIGN MASONITE HOLLOW CORE PRIVACY LOCKSET 5-PANEL 5-PANELEAGLE"ASCENT" DRAWINGS FOR SPEC'S MASONITE HOLLOW CORE 8'-0"x 7 4"POCKET — 5-PANEL 5-PANEL — N N WOOD GRAB,PASSAGE GROUP#5 PANTRY HARDWARE GROUP#4 PATIO SIDING DOORS `°� MASONITE HOLLOW CORE N N WOOD LEVER HANDLE GROUP#3 LVL 3 BATH LEVER HANDLES = / �n S 6'-B"x 2'-6"SWING PANEL -PANEL O g 5 ------ -- - -- - - SATIN STAINLESS STEEL HINGES MASONITE HOLLOW CORE MARBLE THRESHOLD O 6'-8"x 2'-6"POCKET N N WOOD GRAB,PASSAGE GROUP#5 LVL 2 BATH!PWDR!W.I.C. DOOR HEAD DETAIL SEAL 5-PANEL 5-PANEL MASONITE HOLLOW CORE HARDWARE GROUP#5 INTERIOR DESIGN SCHEDULE FOR SPECS. O W-0"x 2'-6"POCKET N N WOOD GRAB,PASSAGE GROUP#5 ENTRY BATH/W.I.C./POOL BATH 5-PANEL 5-PANEL _ -- POCKET GRAB PORCELIN OR STONE TILE s MASONITE HOLLOW CORE INTERIOR DESIGN SCHEDULE FOR SPECS. 5 O PR 8'0"x 7�i"SWING 5-PANEL 5-PANEL N WOOD LEVER HANDLE GROUP#3 MASTER BEDROOM PASSAGE LEVER SCHEDULED POCKET DOOR SATIN STAINLESS STEEL HINGES SEE DOOR SCHEDULE FOR SPECS. MASONITE HOLLOW CORE O 6'-8"x 2'-B"SWING N N WOOD LEVER HANDLE GROUP#3 LVL 2 BATH �n 5-PANEL 5-PANEL y e - - --- -- R613.6.1 ANCHORING REQUIREMENTS. WINDOW AND DOOR 92' MASONITE HOLLOW CORE a O 6'-8"x 2'-B"POCKET 5-PANEL 5-PANEL N N WOOD GRAB,PASSAGE GROUP#s MASTER BEDROOM/LVL 2 BATH ASSEMBLY ANCHORING SYSTEMS SHALL BE TESTED TO ACHIEVE THE �, - s" -- PATIO SIDING DOORS O 6'-8"x 3'-0"SWING MASONITE HOLLOW CORE N N WOOD LEVER HANDLE GROUP#3 LVL 2 BEDROOMS DESIGN PRESSURE SPECIFIED.SUBSTITUTE ANCHORING SYSTEMS EAGLE"ASCENT' 5-PANEL 5-PANEL SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS EXISTING CONCRETE AIIdfCY�$BCh16T nA $a O 8'-0"x 3'-0 SWING MASONITE HOLLOW CORE N N WOOD LEVER HANDLE GROUP#3 LVL 1 BEDROOMS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE.WHEN FLOOR SLAB DOOR THRESHOLD DETAIL DOOR HEAD DETAIL R0016658(FL)' 5-PANEL - 5-PANEL PROVIDED,THE MANUFACTURER'S PUBLISHED INSTALLATION EPDM TAPE W OR OAK HARDWOOD AA PR 8'-0"x X-O"SWING MASONITE SOLID CORE 11 HOUR RATED N WOOD LEVER HANDLE GROUP#3 GARAGE METAL FLASHING AT SILL FLOOR(NEW) 1/2"DRYWALL,ORANGE PEEL FIN. 6 O 5-PANEL 5-PANEL _ INSTRUCTIONS FOR AS TESTED OR SUBSTITUTE ANCHORING TAPE AND MUD ALL JOINTS REVISIONS: MASONITE WOOD LOUVERED SYSTEMS CAN BE USED.IN NO CASE SHALL THE ANCHORAGE 3 5/a"x1 1/2"METAL STUDS O PR 6'-8"x 7-0"BIFOLD N N WOOD KNOB HANDLE NONE UPSTAIRS CLOSET # DATE DESCRIPTION LOUVERED srAw GRADE EXCEED THE SPACING FOR THE TESTED RATED PERFORMANCE. j/ STUDS nrJAMB MASONITE WOOD LOUVERED O PR 6'-8"x T-O"BIFOLD N N WOOD KNOB HANDLE NONE UPSTAIRS UTILITY i g LOUVERED STAIN GRADE R606.13 MASONRY OPENING TOLERANCES. MASONRY ROUGH -- - _- 050213 SUBMIT DD PR 8'-0"x X-0"BI FOLD MASONITE WOOD LOUVERED EXISTING CONCRETE LOUVERED STAIN GRADE N N WOOD KNOB HANDLE NONE GARAGE OPENINGS MAY VARY IN THE CROSS SECTION DIMENSION OR _ __ __ POOLDECK O CLOPLAY OVERHEAD DOOR ELEVATION DIMENSION SPECIFIED ON THE APPROVED PLANS FROM 4p V. g EE 8'-0"x 18'-0"OVERHEAD ALUMINUM INSULATED ALUMINUM N N ALUM NONE NONE GARAGE > v dp p p •�p, e ^ �' '� _—_ _ _ _- _ -1/4 INCHES(6.4 MM)TO+1/2 INCHES(12.7 MM).FOR EXTERIOR v. p SCHEDULED INSULATED METAL DOOR - 8 MASONITE HOLLOW CORE FF 6'-B"x 8'-0'BIPASS N N WOOD KNOB HANDLE NONE LVL 2 BEDROOM CLOSET WINDOW AND DOOR INSTALLATION PROVISIONS SEE SECTIONS p , SEE DOOR SCHEDULE FOR SPECS. 7 O 5-PANEL/(4)DOORS 5-PANEL p > ' -- R613.7 AND R613.8. DRAWN BY: AFS MASONITE HOLLOW CORE p, p v • WEATHERSTRIPING O B'-0"x 8'-0"BIPASS N N WOOD KNOB HANDLE NONE LVL 1 BEDROOM v 5-PANEL 1(4)DOORS 2-PANEL �w � � r p ALUMINUM THRESHOLD — ---._ - - PATIO DOOR COLONIAL GRAB,PASSAGE GROUP#2 ►' A7 EXTERIOR DOOR CONDITION p � p �. .. \ CHECKED BY: AFS HH 6'-6'x 17-0"PATIO SLIDER (4)LITE WEATHERSTRIPING N N WOOD HANDLE PENTHOUSE p. r p r p p ►, p p p ► //,� .e• :, .y �• /� DATE: MAY 22,2013 4"CONCRETE SLAB p 'ops p •Opp p � �� r p SHEET: gj C RTRIM A SLOPE " SEE INTERIOR DESIGN G � DRAWINGS FOR SPECS 520 DOOR THRESHOLD DETAIL ° D SCHEDULED SOLID WOOD DOOR D D SEE DOOR SCHEDULE FOR SPECS. DOOR SCHEDULE Elite Universal Job No. SCALE: NOT TO SCALE 26 EXTERIOR DOOR DETAILS NOT TO SCALE 06 DOOR THRESHOLD DETAIL DOOR JAMB DETAIL 01 08009 i i l 8.4. 6 T-4" 4" 4" ARCHITECTURE-ENGINEERING-INTERIORS 2'$" 2'$" 2'$" 2'-0" 8" 2'-0" B" 2'-0' 4798 New Broad Street;Suite 330 q y CONCRETE STRUCT.BY STRUCT.ENGINEER Orlando,ni 32814 m v 32L270ICA 6 ,• www.eliteuniversal.net TRIM ° ° q q ,<-� 2"RIGID INSULATION AAzegoi+TBICA2Te23 L "al ° ddd O Copyright 20W E71Be Uni�elael,Int ro _ ` CO 1/2"DRYWALL Al w h1x Reserved. 4 q CEMENTITIOUS TRIM 4i HARDIE-PLANK q q ° 4 1"x WOOD FURRING STRIPS CONSULTANT Y E — 4 ° 4 � d v i w - Y Y > I I t•:'' 1 o> 'v q w c, Tri o, rn Q, Pn t.. 4 °4 q 4 _ > io m 4q - q 4 w 4 q q ''3 CONCRETE HDR.BY N 4 STRUCTURAL ENGINEER 4 'q q q 4 q 4 :z fV N ~ .q 4 4 314"THERMAX FOIL FACED q 4 RIGID INSULATION 4 4"RIGID INSULATION q a q Q a O O O O O O O Q q ° 4 112"MIN.CAULK q. 2 LAYERS OF q WITH BACKER ROD q ° q Q PEEL&STICK MEMBRANE q 4 14 4 3"FACE,3"RETURN . , q E FLASHING/FLANGE .4 q ° Q q q 1"x WOOD FURRING STRIPS 4 ALL 4 SIDES,TYP. q 4 ° ,4 4 q q 4 4 -- 17-0" q q 4 4 1/2"DRYWALL q { T-0" 3'-0" 3'0" 3'-0 ORANGE PEEL FINISH — BACKER ROD&SEALANT E SHIM AS REO'D 0 O 05-4- z — e�E PEEL&STICK MEMBRANE a 2'-4^ z,-0., 2$" 4'&" 3"FACE.3"RETURN:2 LAYERS 2 3 16' ODOR OPENING WE)TH a� 5 g 'qa a o O vz uwT WIDTH m - - MIN. Z ROUGH OPENING w w m v - � 1"INSULATED z � ... - LOW-E GLASS 3e HARDIE PLANK TRIM FLASHING/FLANGE ALL BACKER ROD En `r `r STCLADDINNGL DESIGN BY ENGINEER 4 SIDES,TYPICAL AND SEALANT I � ED I g 4 b § 4 WINDOW HEA DETAIL `� e' °�'° ALE: "=1'-0" 10 WINDOW JAMB DETAIL SCALE: "=1'- " E 0 D SC 3 3 0 04 �s O O 0 i 314' 45118' PROJECT 5!8"INSULATED LOW-E GLASS A Z a� 3'-0" tq a w I rs BACKER ROD6. INTERIOR X-C' 3'-0" T-0" 'o g BACKER ROD w AND SEALANT WOOD SILL ® AND SEALANT LU cv) iv -LAS NG/FLANGE ALL 41 SIDES,TYPICAL r Q M vry 1'x WOOD FURRING STRIPS O > U J v v = z U ° qv r � � QQ R 4 4 CEMENTITIOUSTRIM I 4 4 4 4 z W W F- r f` _ II WOOD TRIM SEE INTERIOR C0 4 DESIGN DW GS FOR SPECS U V m _ ��, I ° a, Q O U w Q CN f— a o 4 q q ° a' W QO z N 4 1 1/2"DRYWALL J s ADHESIVE FOR FOAM I q ORANGE PEEL FINISH H 4 (VERTICAL RP✓LETS) 4 Q q q ° 4 2"RIGID INSULATION 4a Q SIDING&CLADDING DESIGN BY STRUCT. q b ENGINEER q 4' q 4 q 4 4 a h CONCRETE WALL BY STRUCT.ENG- q 4a J EY LLJ WINDOW ELEVATIONS SCALE: 1/4"=V-0" 20 WINDOW SILL DETAIL SCALE: 3"=1'-0" 08 DOOR JAMB DETAIL SCALE: 3"=1'-0" 02 W 06 R WINDOW SCHEDULE O TAG QUANTITY DESCRIPTION MANUFACTURER STYLE FIRE RATING GLASS HARDWARE LOCATION WINDOW TYPE JAMB eO 6 1'-8'x 4'A"FIXED VINYL 1'INSULATED LOW-E 1 PAINTED LVL 2 MASTER I STAIRWELL 1 p 1 1!-8'x 5'-0"FIXED VINYL 1"INSULATED LOW-E 1 PAINTED GUEST ENTRANCE 9 11 Uj 3 3 T-0'x 5'4'FIXED VINYL 1"INSULATED LOW-E 1 PAINTED LVL 1 MASTER BEDROOM g 3'-0'x5'-0'SINGLEHUNG W/ _ s 4 2 Y-0'x 1'-6"TRANSOME ABV. VINYL 1"INSULATED LOW-E 1— PAINTED LVL 1 MASTER BED 5 1 6'-0'x 4'4"(2)LITE VINYL 1"INSULATED LOW-E 1 PAINTED WET BAR DOUBLE SINGLE HUNG __ O 1 (3)7-8'x 5'd"SINGLE HUNG-MULLED 1"INSULATED LOW-E 7 PAINTED OFFICE W1(3)2'-8'x 1'-6'TRANSOME ABV. VINYL € T-D"x 5'4"SINGLE HUNG Z_ 7 6 WI7-0'x 1'-6'TRANSOME ABV. VINYL 1"INSULATED LOW-E 1 PAINTED LVL 1 GUEST BEDROOM 8O 1 (4)Y-0'x 1'-6'MULLED TRANSOME VINYL 1"INSULATED LOW-E 1 PAINTED GREAT ROOM a o BO 8 2'4'x 2'4"FIXED VINYL 1"INSULATED LOW-E - 1 PAINTED PENTHOUSE I LVL 2 BATH 10 1 5'-0'x 3'-4"(2)LITE VINYL V INSULATED LOW-E 1 PAINTED GUEST KITCHEN _ DOUBLE N2G)LE HUNG _ T-O*x 2'-B"FIXED WINDOW s 11 1 (2)LITE VINYL V INSULATED LOW-E 1 PAINTED GUESTBATH �.,_."_�•�� Ste' 11 6 7-8'x 5'4"SINGLE HUNG VINYL 1'INSULATED LOW-E 1 PAINTED LVL 2 GUEST BEDROOMS I PLAY AREA i- e 13 7 T-0"x 5'4"SINGLE HUNG VINYL 1"INSULATED LOW-E 1 PAINTED LVL 2 BEDROOMS AND MASTER — 1 4'-B'x 44"(2)LITE VINYL 1"INSULATED LOW-E 1 PAINTED LVL 2 BEDROOM 5 DOUBLE SINGLE HUNG C-D'x 4'4'(2)LITE -----— - B 1 2 VINYL 1"INSULATED LOW-E - 1 PAINTED GUEST LIVING I SALON tj(' DOUBLE SINGLE HUNG ® 6'-0"x 64"(2)LITE - -` 16 4 T INSULATED LOW-E 1 PAINTED SALON/BEDROOM 3 � O DOUBLE SINGLE HUNG_ - VINYL 'g§ ((3t 3'-0'x 5'-4"MULLED . , Q 1 S.H./FIX.IS.H. VINYL P INSULATED LOW-E - 1 PAINTED BEDROOM 4 f8W Bf,•A AR0016658 fFU 18 3 Y-0'DIAMETER FIXED VINYL T INSULATED LOW-E 1 PAINTED LVL 1 PWDR 1 LVL 2 BATH I STAIRWELL <8> 1 3'-0'x 5'A'SINGLE HUNG VINYL 1'INSULATED LOW-E 1 PAINTED GARAGE REVISIONS: ae _ gggy 1 6'-0"x 2'-8'(2)LITE DBL SINGLE HUNG ® WI(2)X-O"x 1'$'TRANSOME ABV. VINYL 1'INSULATED LOW-E - 1 PAINTED GAME ROOM q DAZE DESCRIPTION 2 _- —_ _._- _ _---. - 05122/13 SUBMIT s �5DRAWN BY: AFS CHECKED BY: AFS DATE: MAY 22,2013 SHEET: GLASS TYPES: e� A 8 GLASS TYPE 1: 1'INSULATED LOW-E GLASS-ENERGY STAR RATED A s �a 14 521 V lINDOW SCHEDULE SCALE: NOT TO SCALE 21 PARTITION TYPES SCALE: NOT TO SCALE 01 Elite Universal Job No. -__-- ' 61-611 261-211 36' 351 811 11-611 811 V-61i ll-611 81 8" 81 81t 811 iT— 811 -p-- - ---- ---- - --- --- . ... F -- - - -- - -- -- --- - - - --- - 4111 11-611 11-611 11-611 11-6" Lu V-6 En 101-811 91-111 31 51 11-611 1 - ' ' | | ---- -- -- ---- -- - - --- L------ - --- ------- -- L- --- - - --- -- - -- r4 L- ----- ---- 21 41 —\F — — — — — — —— — — —— — — — — 1 4'-7" 14'-7" 51 1 101-811 C14 61-4's 61-411 59 21-6" 371-811 21 21-611 ui 811 c) 0 Lo 51�g^ | ' 44'-11" f I w r- 5'-81" 1 1 11-61 11-6" 0 co 811' 1 co A 111-511 0 IT L 11-611 11-6st 71-61' Lo 11-411 1, 111 Ll 0 V-611 z V-61' 11-6" 11-6'- ------\ I I I LL. — — —— —— — — —— — — —— —--V —— —— —— —— ———— — T-- -7 361-411 H131-411 V-6" 11-611 11-611 811 | � 8^ 34'-�^ ' | / / | ' ' 7"n1l 8" — 81 3�8" ' 811 LLJ C) 21-611 Lj —— — ———- --— ———— L—— ——— ———————————— —— — - FOUNDATION AND _-'-_-'_ -.--_-' 811 811 ' 3�� F- 1 0 q* ' � 1 OF 3 SHEETS r - VARIES - MATCH ICF WALL PER FRAMING PLAN NOTE: CLEAR DIMENSION TO TOP STEEL IN FOUNDATION WALL IS SHOWN TO ILLUSTRATE MINIMUM ICF WALL PER FRAMING PLAN ICF WALL WIDTH VARIES - MATCH ICF WALL PER FRAMING PLAN FORMED WALL PANEL LEDGE ICF WALL WIDTH DIMENSION ONLY; SEE DETAILS 7/F-3 &8/F-3 FOR PLACEMENT OF PRIMARY MOMENT BARS IN WALL. SLOPE FROM DROP AS REQ. I SLAB REINF. PER PLAN; SLAB REINF. PER PLAN; (SEE ARCH. DWG-S.) INSTALL IN (2) LAYERS, TYP. SLAB REINF. PER PLAN; FORMED WALL INSTALL IN (2) LAYERS, TYP. SLAB REINF. PER PLAN; I ( INSTALL IN (2) LAYERS,TYP. I I 1" DROP I PANEL LEDGE I INSTALL IN (2) LAYERS, TYP- ry I ( 5" 5" 5„ 1., z 1" 5" O 1" CLEAR MINIMUM �_ I.. 1 ' CLEAR 12' CLEAR r 12 CLEAR 1. zo w 12" CLEAR SEE DETAIL A/F-3 Z (4) CONT. 4 CONT. STANDARD HOOK CLEAR ') I' (4) CONT. (4) CONT. U ( ) CLEAR #5's #5's #5's #5's ON SLAB REINF. z (. .I Al' CLEAR GRADE i" ��• •�� 12" CLEAR 12" CLEAR 12" CLEAR Lu 1Z CLEAR '� �� Lu (2) CONT. #5's TYP.ALL SECTIONS;BOTTOM (2) CONT. #5's (2) CONT. #5's (2) CONT. #5's BARS ARE MIRROR-IMAGE 41 4' 4' (2) ROWS OF � 12" CLEAR, TYPICAL UPPER LIMIT 4 (2) ROWS OF OF 18" x 3IT A REBAR DETAIL — (2) ROWS OF #5's @ 7" O.C. #5's @ 7" O.C. Ca #3's @ 10" O.C. MAX. OPENING F_g SCALE: 7"=1'-0" #5's @ 7" O.C. #3's @ 10" O.C. MAX. BOTH FACES, TYPICAL #3's @ 10" O.C. MAX. #3's @ 10" O.C. MAX. il" CLEAR, TYPICAL o BEYOND, TYP. BOTH FACES, TYPICAL 12" CLEAR, TYPICAL BOTH FACES, TYPICAL 2 v BOTH FACES, TYPICAL LL p' (SEE PLAN) 2-6 12" CLEAR, a (4) CONT. #5's TYPICAL (4) CONT. #5's NOTE: STEP FOOTING d T. #5's (4) CONT. #5's DOWN AS REQUIRED TO ITS (4) CONMAINTAIN FULL 4'-0" (2) ROWS OF w O.C. FOUNDATION WALL N d LAYERS 15# BLDG. FELT, Q BOND BREAKER; (2) #5s @ 7 HEIGHT, TYPICAL. TYPICAL ALL SECTIONS ii" CLEAR 1121 4�H ' CLEAR 12" CLEAR 12" CLEAR z a z 12" 3" CLEAR 12" 3" CLEAR 12" 3" CLEAR 12" 3" CLEAR/2% N c (3) CONT. #5's 36" (4) CONT. #5's 36" (4) CONT. #5's o 0 30" (3) CONT. #5's 24 #5 s @ 10 O.C. #5's @ 10" O.C. #5's @ 10" O.C. #5's @ 10" O.C. —� g � J TYPICAL INTERIOR FOUNDATION TYPICAL INTERIOR FOUNDATION TYPICAL INTERIOR FOUNDATION —co Z TYPICAL EXTERIOR FOUNDATION WALL w/ICF WALL ABOVE WALL w/DROP IN SLAB N Z ch v O WALL w/ICF WALL ABOVE WALL SUPPORTING SLAB ONLY FOUNDATION SECTION 3 FOUNDATION SECTION K�4� FOUNDATION SECTION _ 0 Lox H 1 FOUNDATION SECTION FOU SCALE: 1"= 1'-0" F_3 SCALE: 1"=V-0" w M F_3 SCALE: 1"= V-0" F_3 SCALE: 1"= 1-0 F-3fj O z W W Z LL d VARIES - MATCH ICF WALL PER FRAMING PLAN O O 00 Z ICF WALL WIDTH • Q U) W FORMED WALL PANEL LEDGE U LL ~ ch SLOPE AS REQ. 11" CLEAR a � � o P AS REQ. SLAB REINF. PER PLAN; (SEE ARCH. DWG-S.) SLOPE FROM DRO Q 2 Lo (SEE ARCH. DWG-S.) I INSTALL IN (2) LAYERS, TYP. VERIFY SLAB REINF. PER TOP OF FOUNDATION WALL PLAN; INSTALL IN Q v � W TOP OF SLAB ELEV. _ (2) LAYERS,TYP. Q Ix Ix W a 1" - a) O _ I 5 (2) ROWS OF (2) #5's 5 12" CLEAR #3 STIRRUPS @ 23" O.C. N VARIES T c:)> d ❑ LL. w/ SLOPE VARIS; 2„ TYPICAL MAXIMUM SPACING, TYP. W 111 - 4" 1- CLEAR (2) CONT. #5's z 1'-8" VARIES TCHAMFER 4" N o 12' CLEAR 1' W/ SLOPE _ cn (4) CONT. GRADE (4) CONT. #5's 4" NOTE: #3 SKIN REINF. < to #5's � AND VERTICAL WALL U a STEEL OMITTED FOR N CLARITY. M 11 CLEARo 1"' CLEAR (2) CONT. #5`s 2'-6" THIS AREA THIS AREA 2'-6" � (2) CONT. #5's #3's @ 10" O.C. MAX. 4' OPEN OPEN 4' BOTH FACES TYPICAL 2 ROWS OF (2) ROWS OF #5's @ 7" O.C. (2) ROWS OF (2) #5's y #5's @ 7" O.C. w/ STD. HOOK ENDS #3's @ 10" O.C. MAX. 111' CLEAR,TYPICAL 12"CLEAR, TYPICAL FF BOTH FACES, TYPICAL 2 (4) CONT. #5's (4) CONT. #5's NOTE: STEP FOOTING NOTE: STEP FOOTING DOWN AS REQUIRED TO DOWN AS REQUIRED TO '� BOTTOM OF FOUNDATION WALL/TOP OF FOOTING MAINTAIN FULL 4'-0" 12 CLEAR M MAINTAIN FULL 4'-0" FOUNDATION WALL FOUNDATION WALL HEIGHT, TYPICAL. 1 _61' VARIES; OPENINGS < 10'-6" APART 1'-6" J N 1 CLEAR10 HEIGHT, TYPICAL. ill' CLEAR � M 2.. REINFORCEMENT DETAIL W F-3 NOT TO SCALE � W J 3" CLEAR 12" 3" CLEAR 12" t^ M W 12" CLEAR N O 12" CLEAR Z = Z y (4) CONT. #5's 3011 (3) CONT. #5's TOP OF FOUNDATION WALL O V Q 36" v#5's @ 10" O.C. 06#5's @ 10" O.C. 0 W Q= — U W TYPICAL INTERIOR FOUNDATION TYPICAL EXTERIOR FOUNDATION N SLAB WALL w/ICF WALL ABOVE (2) ROWS OF (2) #5'sLJ m P I 1" CLEAR #3 STIRRUPS @ 23" O.C. N Q Q O WALL wJ DRO 12 C 6 (2) CONT. #5's MAXIMUM SPACING, TYP. 12" CLEAR Z W Q 5 FOUNDATION SECTION FOUNDATION SECTION TYPICAL N U F-3 SCALE: 1 1-0 F-3 SCALE: 1"= V-0" CHAMFER 4" 0 m — a co Z 4„ (2) ROWS OF (2) #5's Z Q NOTE: #3 SKIN REINF. AND VERTICAL WALL O Q STEEL OMITTED FOR CLARITY. THIS AREA 2'-6" 2'-6" THIS AREA OPEN OPEN (2) ROWS OF (2) #5's w/ STD. HOOK ENDS 45° 450 BOTTOM OF FOUNDATION WALL/TOP OF FOOTING 12" CLEAR V-6" VARIES; 10'-6" MINIMUM 11-611 z NO. REINFORCEMENT DETAIL w M F- 38 F-3 NOT TO SCALE a 3 OF 3 SHEETS 1 ICF WALLS ABOVE SHOWN 1 FOR REFERENCE,TYPICAL. F-3 F-3 1 0 F_3 - - - - Z � ---- JL---- �-- — —, -- — --- #4's @ 10"O.C. Z FLEX. REINF. --- ME. — --- ---- — ---- ] 1 1 1 0 ------ --------- — II 1 F-3 I I t a #3's @ 12"O.C. #4's @ 10"O.C. #4's @ 10"O.C. #4's @ 10"O.C. TEMP.&SHRINK. #4's @ 10"O.C. LL FLEX. REINF. FLEX. REINF. FLEX.REINF. 1�1 FLEX.REINF. N rpnff7-r------WV—r—T-- r3 H F-3 I I Q #3's 12 O.C. #3's @ 12"O.C. 1 1 #3's @ 12"O.C. #3's @ 12"O.C. @W. zin TEMP.&SHRINK. TEMP.&SHRINK. TEMP.&SHRINK. I I TEMP.&SHRINK. � � #4's @ 10"O.C. a4 d 1 5 FLEX. REINF. 1 1 3 i t 1 F-3 I I �-3 I I N d 1 #3's @ 12"O.C. TEMP.&SHRINK. — — L ------ — --------- ------- — ----------- --------- a z 1 II It 11 1 1 1 #4s 1 1 ' 10"O.C. I I #4's @ 10"O.c. M L------ #4's @ 10"O.C. @ — _________ _ __----- #4's @ 10"O.C. t 1 . . 1 I t 1 FLEX. REINF. FLEXREINFFLEX. REINF. FLEX. REINF. H II ~ 6 1 I 1 1 #3's @ 12"O C 1131 #3's @ 12"O.C. o 0 #4's @ 10"O.C. #3's @ 12"O.C. #3's @ 12 O.C. H TEMP. &SHRINK. ~ F-3 FLEX. REINF. 1 TEMP.&SHRINK. '"i TEMP.&SHRINK. 1 1 TEMP.&SHRINK. '--) —■ co j cn a0 II 11 11 N zM � 0 I1 #3's @ 12"O.C. 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TEMP.&SHRINK. 1 1 TEMP.&SHRINK. #3's @ 12"O.C. 1 1 Z = w TEMP. &SHRINK. _ 1 1 TEMP.&SHRINK. 1 1 a LL. 1 t �...� w 1 1 1131 o z II H " 1 — — — — — — _ — ---- —J �---- —== ------ -------- — --------- -------=t-- — ---- V' L------ — --------------_..Z—= ------ ------- -- — --- -- +--_------------ ------ a a r 1 II U 1 — 1 8 " I " 11 #,r @ lo"O.C. 1 cr #4's @ 10 O.C. #4 s @ 10 O C i F_3 FLEX. REINF. 6 1 FLEX.REINF. 1 1 FLEX. REINF. 1 �-3 1 1 i1 1 1 #3's @ 12' O.C. F-3 H TEMP.&SHRINK. TEMP&SHRINK. #3's @ 12"O.C. 1 1 1 TEMP.&SHRINK. 1 J� 1 SIMILAR-PROVIDE SLOPE AS REQUIRED;SLOPE _ " E t FOOTING AS REQUIRED TO 1 I I Z 1 MAINTAIN 48"WALL HEIGHT. 1 M F-3 J L--------- � N _ --- ---------T:--I:::::— ------ fff"liffifill ------ — — -------- — ---_—_— -- i!m II w � M #4's @ 10"O.C. 1 I FLEX@ 10"O.C. W ,W^ J FLEX.REINF. 1 I () V ' Q �L i t F-3 O 0 W SCOED F-3 1 #3's @ 12"O.C. 1 1 #3's @ 12"O.C. Z = w Z SIMILAR-PROVIDE SLOPE 1 TEMP.&SHRINK. H TEMP.&SHRINK. Q U AS REQUIRED; SLOPE 1,O W FOOTING AS REQUIRED TO I � 1 Z MAINTAIN 48"WALL HEIGHT. 1 1 1 I II L-------- -----J L--------- ------ :5 uj Q m NOTE:ARROW HEADS INDICATE LONGITUDINAL w DIRECTION OF REINFORCEMENT,TYPICAL REBAR t- 1I I 1 O 00 #4's @ 10 O.C. 'S 10"O.C. Z Q �---� 1 FLEX. REINF. 1 1 FLEX.REINF. t Q 1 H I■ p t- 1 Z Q #3s @ 12"O.C. 1 1 #3's @ 12"O.C. 1 H TEMP. &SHRINK. 1 I TEMP.&SHRINK. O II 1 II 1 II 1 NOTE:SEE ARCHITECTURAL SLAB PLAN FOR ALL DROP/SLOPE/RECESS CONDITIONS. 1 FOUNDATION SLAB REINFORCEMENT PLAN z NO. U M F- 2 O W n- 2 OF 3 SHEETS HSS 4x4xY44" HSS 4x4xY4" COLUMN DOUBLEl015f AT DECK EDGE COLUMN TWO SLOPE SLAB r2 2 22 r2 2 1/4'/Fr. T S-5 S-5 _5 SEATS 3 ------ H1 HI H1 n' I u__ 0) cn 3'-V' x u! 0 X IF U) 7 ROUGH OPENING PRE-ENGINEERED MONO TRUSS @ 9 m rn 3-0 X fn C13 3"CONC.SLAB w/64-W&&W3.5 x V-011 11 11 1 x tq 13- 'w MIDSLAB OVER 1.0026 METAL DECK OVER @ 24"O.C. fn - ------- to zHSS 4x4xY4" COLUMN x IT PRE-ENGINEERED MONO TRUSS U) 16K2 BAR JOIST @ 32"O.C.. -------- 17'-8"W1 6x4 64"11 r__ w8X10 '-8"W16x4O FLUSH BEAM 16 FLUSHqi� W8x10 SLOPE SUB of STAIR ROUGH OPENING Lu 1/4-/FF. 91- HSS 4x4XY16 19'-61" 6'-6" 5'-V' 2 STEEL COLUMN q L L 4 Lu BEAM SPLICE w (j 1 3 W8x21 SEE 6/S-5 0 m cn x IN 6x I (�S-5 CO) X =0 u- 0 Ln Ll 22 �0 1;i l 0 9 ----------- m S 4x4xY4" j X: 5 w COLUMN cf) > cn 0 BID U. S-5 , x X lc� LO c� w c" c"i > A, r--i ! i 9 49' SIM— co) 0 60 3"CONC.SLAB w/6x6-W3.5xW3.5 WWF a MIDSLAB OVER L---- x \w 1.0026 METAL DECK OVER 16K2 BAR JOIST @ 32"O.C.. w Ln 0 X 0 _j x X M 1w < Ln :5 c%j < cv) V) Im ____J (0) �22 r2 2 U) CO W U) 0 @ HSS 4X4X5/16 i 0) tD �-5 ��-5 STEEL COLUMN z 04 c*4 x 00 ch o w = �::o C14 &2-" u- co > 6' 12'-2" 3: 0 rl 3 < C) ui CD �-5 7 HSS 4x4xY4" 28' H1 HI w COLUMN c) >- C'i I 4d ca _j F 22� r CO x . .... BEAM SPLICE Luc) z w -------- SEE 6/S-5 0 PROVIDE L4x4xY4 WELD PLATES ON BOTH CID w SLOPE SLM 0 EDGES AT TOP OF WALL SEE 1/S-6 1/4-/Fr.7 > XCO i 0 co W ui z C'J WIN Ill 0 o w 3"CONC. SLAB w/6x6-W3.5xW3.5 WWF @ MIDSLAB OVER c) 0 cl 10 1 BEAM WIDTH WIDER I HAN 4 9 0 LO 0 an _j)c bo 1 i _j 1.0C26 METAL DECK OVER 12K1 BAR JOIST @ 32"O.C.. V CMU WIDTH. CHECK OPTIONS < < j w CD w _j P HSS 8x6x3/8" z 00) W Li i'_ IL JIL —104 W OG 1P 0 z Z LL if Z o 0 C-4 W12x26 W12x16 W12x16 9 x a C)l Lq z C:) 00 4_4 0 x x Lu 00 z S-$ V-11 Ll 1 4 w ILL HSS 4x4xY4" HSS 4x4X5/16 H 111 1 1 UMN OPP.HAND I r 22 IT-84" C) 16-6 t COL -2& STEEL COLUMN bo w 0 I ji ' ; -- -- I �-5 > * I y d C) 00 )NC. SLAB w/6x6-W3.5xW3.5 WWF @ MIDSLAB OVER in . . 0 Lu cf) 0 w % O.C.. 1.0026 METAL DECK OVER 12K1 BAR @ 32 :5 IX Z U) @ 0. S-5 Sim zi; < 0 z 19 x 7 S6 HSS 6x4xY4" cp ui NN. _j HS X4 HSS 6x4xY4" z cl) 0 < 0 F, .4 W16x77 ! = c '_ LL W > 11'-2" 14'-0" L4N < 'I r ca U- ------ HSS 3.5x3.5xY4" COLUMN HSS 3.5x3.5xY4" COLUMN 04 POINT LOAD FROM z c:) y x COLUMN ABOVE 9 S. / 3c: CUTBACK TRUSS. C'i co C14 zo 0 22 0 La W (n w8x18 > (0 La En COMMON TRUSS- k 0 04 7411 �111 co x y T w ----------- Cf= 'T x c) Ln GIRDER TRUSS. CD Im = i, ED Z' o < < OD X F co W OD x 00 z 9 0 q iv 0 N r2 2 PRE-ENGINEERED MONO TRUSS S-5 @ 24"O.C. H7= iii tj � _LLL, L, 10 HI _LLL SEM/ EAM SPLICE � yi T-0.1 SEE 6/S-5 CL 9 4 r2 2 HSS 4x4xY,6 S-5 STEEL CO MN S-5 < LLJ ir-g,, LL V) LL. W8x13 m La 0 C) OPEN WEB JOIST NOTES c� co i 1. OPEN WEB JOISTS SHALL HAVE 2 " SEATS FOR USE ON STEEL SUPPORT PLATES ON 4-__ 0: m 2" (0 1�)4 U STRUCTURAL CONCRETE WALLS. MINIMUM SEAT LENGTH SHALL BE 4". UJ U_ W6x16 C3 COLUMN LJ Lj 2. PROVIDE DIAGONAL BRIDGING UTILIZING BRACING ELEMENTS COMPRISED OF Llxlxy8 LO STAIR ROUGH L(0 OPENING cr) ct) C) m ANGLES ATTACHED AT THEIR CROSSING POINTS. PROVIDE ROWS OF BRIDGING AS w x < FOLLOWS: U) C14 Lj in a. FOR JOISTS UP TO 16' IN LENGTH, PROVIDE ONE ROW OF BRIDGING AT THE SPAN C1 N C6 0 X m MIDPOINT. 00 xo '4 b. FOR JOISTS OVER 16'THROUGH 24' IN LENGTH, PROVIDE TWO ROWS OF u w CO BRIDGING AT THE THIRD POINTS OF THE SPAN. > C'i ui x CD 0 LL: lit 0 c. FOR JOISTS OVER 24' THROUGH 32' IN LENGTH, PROVIDE THREE ROWS OF U) m co _j < u LU W6x16 4 LU BRIDGING AT THE QUARTER POINTS OF THE SPAN. 3.5x2.5X3/16 g --4 . 1 m LA_ Z IT Z (0 > T COLUMNS =00 "i HSS 4x4XY4 c*4 3. ANCHOR JOIST SEATS TO SUPPORTS WITH A MINIMUM OF TWO Y8" FILLET WELDS ONE 16 Ln W6x2O x LLJ INCH LONG. S-5 COLUMN, Lj HSS 3.5x2.5X3/16 i 0 in 7'-2- FLUSH w/WALL 0- 4. JOISTS ARE DESIGNED USING ASD PROCEDURES. FLOOR JOISTS ARE NOT SUBJECT TO 71 CONCENTRATED OR NET UPLIFT LOADS. ................. ---- ------- H3 W6x16 COLUMN - , ED 35OC250-43 C.F.S. @ 16"O.C. N SECOND FLOOR/LOWER ROOF FRAMING PLAN W6x12 1/4"= V-0" 6-10" 4'-6.. 5'-9 ��_ji 51. HSS 4X4X3/16.. 2 HSS 3x2xY4" 0 NO. KNEE BRACES z w 3 cy) S - 1 0 "It 1z, ----------- S K-5 5 S_5 1 OF 4 SHEETS HSS 4x4xY4" COLUMN HSS 4x4xY4" COLUMN HSS 3x3)0/16" HSS 4x4XY, ------ 16 HSS 4x4xY4" ----------------- -- 4 COLUMN HSS 4x4xY4 cn MN X ; COLUMN X 'I (D 1 0 COLUMN cw) 1 X= x 'i x v c') HSS 4x4)0/16" HSS 4x2X%6" H x COLUMN cf) HSS 4x4x3/8" co T 777�- ------ \_ I _ ____ - .1 - HSS 4x2X:YI6 DROPPED BEAM GIRDER TRUSS co 77r' COMMON TRUSS PRE-ENGINEERED MONO TRUSS x 1 GssP_: - c O.C. PRE- uj HSS 4x4xY4" 17- @ 24 ENGINEERED MONO (5 COLUMN co TRUSS @ 24"O.C. H1 H1 Lu In �Q GIRDER KUOO j, j _T1 GIRD L > <-.-j HSS 4X4X3/16" GIR6E:R.TR4ss COLUMN I TIT xFy X cn CFS 0 HSS 4X2X:yl6 i 3:1 ME PRE-ENGINEERED TRUSS Lu' @ 24- C. @ 24"O.C. Q) cn a L- ------- HSS 4x4xY4" COLUMN CFSOVERFR41WE * 0 Z @ 24"O.C. -ATTIC ACCES's- c') i UJI W/Pu4L 6rm co _p co LADDER-F'ER MANUF co LU u) Q it SPI&IFICATONS d I! LIJ co co Z) PR uj JPS &ENGINEERED TRUSS z 1 mx 4:14 . .......... - ----- IX @ 24"O.C. x 0 6 ti m cn N w R' d _T_ RIDGE W L C) w J" RIDGE 11 c) z Xu: w Go j HSS 4x4xY4" -W C6 co z COL z 0 m llx� COLUMN co cn < m a- RIDGE I 1 .1 1 RIDGE UJ I- ui N w z c) LLI M L0 0 0 H w CFS OVERFRAME w ----------- t i i 0 LLJ < Z Z u- w co x z C:) co HI Lu 7771 ' 7jil co L c" z - ---------- GIRDER TRUSS co u) W I uj cn 0 IMP in 10 w w 0- W 0- a- HSS 4x4xY4" O COLUMN 0 ---------------------- 0 LE W Lu < r1i 0 Lu 0 GIRDER TRUSS < w IL z b co) z w Z C*4 HSS 3x 1611 0 z ce N x z x LY a _—TIT CFS OVERFRAME -- 12 a LL "O.C. co a_ PRE-ENGINEERED MONO TRUSS @ 24 X 5] W-10" ui S 16-11" I X Y @ 24"O.C. S 5x5)3/i6" Ir z 0 I N I \ -_ _✓ I HSS 4X4XV16 COLUMN C14 0 Gil TRUSS cr GIRDER GIRDER TRUSS Hi H I ',jr W12x45 co MONO TRUSS 7 MONO TRUJc X3.5xY4" HSS 3.5 COLUMN PRE-ENGINEERED MONO TRUSS c HSS 3.5x3.5xY4" COLUMN @ 24"O.C. 13 LINE OF CMU WALL AT 7 PERIMETER OF PATIO ABOVE LINE OF CMU WALL AT PERIMETER OF PATIO ABOVE CL rr 4 A., 0 Z } Z '� @)w < ==:4 1. 1 16— r-- Im > ix 'I LL o w 00 1-1 :5 0 z 9 uo- FnI.- 0 0 W . < o w 3: w LA_ z x M c) 6— W, w a Ln cf) V) 3: �e U- 0 0 0 w 1@0 x 0 0 cm In Z< o 1%00 Go Z In W 04 %Do) W < r---)! "no IDX C*4 < I'L L M LL w 11714 Z w > _j W 0 x < 0 < o u� !W- co S a in W , cm i--- 0 P- < co - La LLJ w 0 C14 (1) --iiiiiiii—iiii—fill-P.z V) cb 'coj w- w OUZO 01 x (.) < 0 cf.) 0 0 a- z Io Cal > V) m LL- I— Ld w 0 :5 LLJ M te L 'A < W_ CZJ 0 co _j _j W :5 U) La U) 6— co > wi 14 0 W L (j w 7: m ir z (L 2" 0 0 7 U) _j 2LI > LLI N H/SS 4X 6" V) 0 j HSS 4 X4X3/16 COLUMN x LINE OF CMU WALL AT LINE OF CMU WALL AT PERIMETER OF PATIO ABOVE\ PERIMETER OF PA770 ABOVE c* 2� CFS GIRDER TRUSS OVERFRA ID co 12 @ -0.6,7 QJyy co X F- x K�l�7 COMMON TRUSS%,1 < < _A1 (n GIRDER TRUSS HI HI Rf PRE-ENGINEERED MONO TRUSS x @ 24"O.C. LL_ X HSS 4X4X%6 U) V) COLUMN HSS 4X4x3/8" THIRD FLOOR FRAMING PLAN/SECOND LEVEL ROOF FRAMING PLAN 1"=50' ��- 2 HSS 4X4)0/16 COLUMN d NO. z w 2 S - 2 0 w (L 2 OF _4 SHEETS 1z 114 1 1 - L -7 V\/\/ FTEI 1W GENERAL NOTES _-- 1. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL 20. THE PERFORMANCE OF THE BUILDING FOUNDATIONS DEPENDS ON PROPER DRAINAGE. CONTRACTOR SHALL MAINTAIN SITE DRAINAGE DURING BUILDING CODE (IBC),2009 EDITION. CONSTRUCTION AND SHALL NOT POUR FOUNDATIONS WITH WATER STANDING IN - - - - 2. ALL STRUCTURES HAVE BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES THE TRENCHES. ALL ROOF DRAINAGE SHALL BE TIED INTO THE UNDERGROUND �7 i FOR 200 MPH(THREE SECOND GUST)EXPOSURE CATEGORY C,AS SPECIFIED BY STORM DRAINAGE SYSTEM. GRADE SOIL AFTER CONSTRUCTION SUCH THAT THE OWNER. ROOF TRUSSES SHALL BE DESIGNED BY THE FABRICATOR FOR A DRAINAGE IS AWAY FROM THE BUILDINGS AND TOWARD THE VARIOUS DRAINAGE MINIMUM 170 MPH WIND PRESSURE. ROOF TRUSS DATA SHALL BE SEALED BY A INLETS. AIR CONDITIONING CONDENSATE SHALL NOT BE DRAINED TO THE r° j FLORIDA TRUSS DESIGN ENGINEER AND SUBMITTED FOR APPROVAL. GROUND SURFACE. r 3. DESIGN LIVE LOADS ARE AS FOLLOWS: 21. HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR A CONCENTRATED LOAD OF 200 LBS.AT ANY POINT ALONG ITS TOP EDGE AND SHALL COMPLY WITH ALL z ROOF 20 PSF APPLICABLE REQUIREMENTS OF THE IRC. RESIDENTIAL FLOOR 40 PSF I p ___ ____ __ ___._ _._._._ _. --- BALCONIES 100 PSF - u� 4. FOUNDATION IS DESIGNED FOR SPREAD FOOTINGS ON EXISTING MATERIALS. CONCRETE FOR FOUNDATIONS ALLOWABLE SOIL BEARING PRESSURE ASSUMED TO BE 2,000 PSF. 1. ALL CONCRETE FOR STRUCTURE FOUNDATIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318, LATEST EDITION,AND SHALL HAVE 28-DAY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL DIMENSIONS AND COMPRESSIVE STRENGTH OF 3,000 PSI. CONCRETE FOR ICF WALLS SHALL a FIT-UP OF ALL STRUCTURES, INCLUDING VERIFYING ALL EXISTING CONDITIONS COMPLY WITH THE REQUIREMENTS OF THE ICF SUPPLIER. _ ._.._ ... __ .____ ._ _ _.._..-.__ _ _.___ _�_ __ ____ ____. _.__._ _____ _.___.__ _. _ ___ _ �_. _.___ ____ a AND DIMENSIONS BEFORE COMMENCING WORK. + ; r -_ - -� -�- -� - l 1 ' 2. ALL CONCRETE SHALL BE NORMAL WEIGHT(APPROXIMATELY 150 LBS.PER CUBIC - 6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES FT.). ' r a BEFORE COMMENCING ANY WORK. ANY INTERFERENCE SHALL BE BROUGHT TO 0 THE ATTENTION OF THE ENGINEER. 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A-615 GRADE 60. ! 0 W N 7. METHODS, PROCEDURES,AND SEQUENCES OF CONSTRUCTION ARE THE 5. WELDED WIRE FABRIC(WWF)SHALL BE IN ACCORDANCE WITH ASTM A-185. `,VIRE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL TAKE ALL SHALL CONFORM TO ASTM A82. LAP ALL FABRIC ONE AND ONE-HALF SPACES ! NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE PLUS 2 INCHES. w STRUCTURE AND THE CONSTRUCTION SITE AT ALL STAGES OF CONSTRUCTION. r o 5. REINFORCING OR WWF ON GRADE SHALL BE CHAIRED WITH 3000 PSI CONCRETE a 8. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL,AND PLUMBING BRIQUETTES SPACED TO ADEQUATELY SUPPORT THE REINFORCING,BUT NOT ' a DRAWINGS FOR SLEEVES,CURBS, INSERTS,ETC. NOT SHOWN ON STRUCTURAL GREATER THAN X-0"O.C. EACH WAY. I d OR FOUNDATION DRAWINGS. 6. CONCRETE COVER PROTECTION FOR REINFORCING SHALL COMPLY WITH THE c w 9. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY REQUIREMENTS OF ACI 318. o n CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE THAT ALL 7. PLACE.006 INCH VISQUEEN MEMBRANE VAPOR BARRIER BENEATH ALL I 1 '~ INFORMATION SHOWN HEREON IS CORRECT,AND HE DELEGATES TO HIMSELF FOUNDATION CONCRETE POURED AGAINST EARTH. LAP 12"TO ACCOMMODATE ANY JOB EXPENSE, REAL OR IMPLIED, DUE TO ANY ERRORS THAT MAY OCCUR CONCRETE POURING DIRECTION. HEREON. ANY ERROR OR OMISSION DISCOVERED BY ANY CONTRACTOR, r ,I ERECTOR, FABRICATOR,OR MATERIAL SUPPLIER SHALL BE BROUGHT TO THE 8. CONTRACTOR SHALL PREPARE REINFORCEMENT PLACEMENT DRAWINGS IN ATTENTION OF THE ENGINEER PRIOR TO FABRICATION, PURCHASE,ERECTION, ACCORDANCE WITH ACI 315 AND SUBMIT THEM FOR ENGINEER'S REVIEW. CONSTRUCTION, OR INSTALLATION OF THE AFFECTED ELEMENT. REVIEWED DRAWINGS SHALL BE AVAILABLE AT THE JOB SITE PRIOR TO PLACING M CONCRETE. A _ __ ____.__ _ -__-. ._-__.- -- __-- E 10. ALL CONSTRUCTION AND ERECTION PROCEDURES SHALL CONFORM TO OSHA ?r N STANDARDS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 9. CONTRACTOR SHALL PROPOSE A MIX DESIGN AND SHALL SUBMIT LAB DATA THAT ch o COMPLIANCE WITH OSHA STANDARDS AND JOBSITE SAFETY. DEMONSTRATES THAT THE PROPOSED MIX MEETS THESE SPECIFICATIONS. ` ti N u; CONTRACTOR SHALL HAVE THE OPTION OF ADDING AIR ENTRAINMENT AND _._ _._ ____ ------- - _ 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION OTHER ADMIXTURES TO IMPROVE THE WORKABILITY OF THE CONCRETE DURING PROCEDURES INCLUDING LAGGING, SHORING,AND PROTECTION OF ADJACENT THE POUR. CONTRACTOR SHALL NOT ADD WATER AT THE JOBSITE TO IMPROVE PROPERTIES, STRUCTURES,STREETS AND UTILITIES IN ACCORDANCE WITH THE WORKABILITY,AND DOING SO SHALL BE GROUNDS FOR REJECTING THE ` 00 J REQUIREMENTS OF NATIONAL,STATE,AND LOCAL REGULATORY AGENCIES. CONCRETE. 00 - Z N z 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF 10. AFTER COMPLETING THE SURFACE FINISH ON A CONCRETE POUR,THE POUR u' W ti w L O ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE SHALL BE COVERED WITH PLASTIC AND KEPT DAMP FOR A MINIMUM OF 72 J ^ x BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER AND SHALL BE HOURS. CURING COMPOUND MAY BE USED IN LIEU OF WET CURING. SUBMIT I _ p = IZ RESOLVED BEFORE PROCEEDING WITH ANY AFFECTED WORK. MATERIAL DATA TO ENGINEER FOR APPROVAL PRIOR TO USE,AND APPLY IN O L U V STRICT CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. w 0 13. ANY REFERENCE TO CODES OR SPECIFICATIONS WHERE A DATE OF ISSUE IS NOT K SPECIFICALLY GIVEN SHALL BE INTERPRETED AS REFERRING TO THE LATEST __...._ __� ..___.-_ _____ ___._._. _.._ ___ __- ____ ____ __ _. ___ _-____ __. ___._- _...__ w Z a EDITION,REVISION, ISSUE,AND AMENDMENT OF THE SAME IN EFFECT AT THE FOUNDATIONS ON GRADE -' - I DATE OF CONTRACT EXECUTION. z o cp 0 1. CONTRACTOR SHALL EXCAVATE SITE TO REQUIRED DEPTH FOR PLACEMENT OF OD Z 14. PROCEEDING WITH INSTALLATION WILL BE CONSTRUED AS EVIDENCE OF SPREAD FOOTING FOUNDATION. COMPACT EXISTING GRANULAR SOIL TO A w W co a MINIMUM 90%OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D698. w ACCEPTANCE OF CONDITIONS UNDER WHICH THE WORK WAS DONE. I ! o ~ M o F 2. STEM WALLS SHALL BE POURED SEPARATELY FROM THE SPREAD FOOTINGS. a 15. MATERIALS INSTALLED ON SURFACES WHICH WERE IMPROPERLY PREPARED OR \ d' STEM WALLS ARE DESIGNED WITH OPENINGS SUCH THAT THE COMPLETED NOT CORRECTED PRIOR TO INSTALLATION SHALL BE REMOVED ANDSTRUCTURE MAY BE JACKED AN ADDITIONAL FOUR FEET HIGHER AT A FUTURE J` Y Lo v REINSTALLED ON CORRECTED SURFACES AT NO ADDITIONAL COST TO THE = Q OWNER. W TIME. CONTACT THE ENGINEER PRIOR TO INITIATING SUCH JACKING SO THAT a APPROPRIATE DETAILS FOR SUBSEQUENT SUPPORT CAN BE PROVIDED. Z w U) O z 16. THE STRUCTURAL INTEGRITY OF ANY BUILDING RELIES ON THE FULL 3. AT THE CONCLUSION OF STEM WALL CONSTRUCTION, REFILL FOUNDATION AREA Z INTERACTION OF ALL ITS COMPONENT PARTS,WITH NO PROVISIONS MADE FOR WITH EXCAVATED FILL AS GROUND FLOOR SLAB IS DESIGNED TO BE POURED ON = w C Q D' CONDITIONS AND/OR SEQUENCES OF CONSTRUCTION. CONTRACTOR SHALL _ __. _. _ _ FILL WITH VAPOR BARRIER. _ W PROVIDE ADEQUATE BRACING FOR INCOMPLETE WORK AND SHALL BE - - -- - - - W RESPONSIBLE FOR THE RIGID BRACING OF ALL WALLS, FORMWORK,SHORING, 4. NO CONDUIT OR PIPING LARGER THAN 1"OD SHALL BE RUN IN STRUCTURAL __ . _ ___ _____ __ _ __ _ _ ___ _ _.- _ o Z AND FALSEWORK REQUIRED DURING CONSTRUCTION. CONCRETE MEMBERS WITHOUT THE ENGINEER'S WRITTEN APPROVAL. 04 17. BEARING WALL STUDS DERIVE THEIR LOAD CARRYING CAPACITY WHEN 5. SLAB DEPRESSIONS ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL SHEATHED AND NAILED ON AT LEAST ONE SIDE. FLOOR FRAMING SUPPORTED BY STUD WALLS SHALL NOT BE LOADED BY BUILDING MATERIALS OR ANY OTHER EXAMINE THE ARCHITECTURAL DRAWINGS FOR REQUIRED SLAB RECESSES. IFA I I � to PRE-ENGINEERED MONO a Q CONFLICT BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS IS - ---- , DEAD LOADS UNLESS APPROVED BY THE ENGINEER. SUSPECTED,THE ISSUE SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF TRUSS 18. FRAMING LAYOUTS ARE PROVIDED TO REPRESENT THE DESIGN INTENT. THE ARCHITECT AND THE ENGINEER FOR RESOLUTION PRIOR TO INITIATING _ __.-_ _____„- _,. _ _ �-o� @ 24"O.C. - J�� ___--_ CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR CONSTRUCTION IN THE AFFECTED AREA. CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR INSTALLING A SLAB RECESS THAT IS = MATERIAL QUANTITIES AND ANY AND ALL UNSPECIFIED COMPONENTS REQUIRED u' �Q '�-- N N \ {� SHOWN INCONSISTENTLY IN THE DRAWINGS. 4.12 - 2 ! J � FOR CONSTRUCTION n a ; a:iz ` PITCFI _.___. _._ mm 6. 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DECK SEE PLAN a d SEE PLAN TOP VIEW SIDE VIEW TOP VIEW SIDE VIEW z ° 4„ M IV -° 6y2„ TOP OF 6Y2" CONCRETE WALL d d ° L2x2x1/4" CONT. N TOP OF 8 CONCRETE WALL W/Y4"x3" NELSON M � ° L4x4XY/4"X12' STUDS @ 9" O.C. „ TF Forming Systems,Ina n TF Forming Systems,Inc. � a 4-1/2 ConcreteConcrete 800-360-4634 0 0 800-3604634 LONG W/ (3) TF�� r`ISYSTEMS g Cf) d d °- 1/4"x3" NELSON FORMING www.TFSystem.com TF FORMING www.TFSystem.com SYSTEMS STUDS AT ThermoForm 'd JOIST SEAT .° ThermoForm Date: 10/3/2013 Date: 10/3!2013 1 _� z d e z M U O ° m ° 3'-0" J LUtiw � (51 W �t " ul Z a d BAR JOIST ° _ 0 L0 0 V 3'-0" a SEE PLAN z W X u 3 4.5" CONCRETE TF WALL SECTION 4 6.5" CONCRETE TF WALL SECTION W z LL L a A- d ° J- 6 NO SCALE S - 6 NO SCALE z o o Z ad V) LU T W I— ch LL M a F 12, 12' as � �..� NOTE: EXTERIOR ICF WALLS ARE SHOWN IN Y p t � DETAILS 3, 4, AND 5. INTERIOR ICF WALLS Q O W a a SHALL HAVE 6" OR 8" OF CONCRETE WITH 2%" w zz INSULATION ON EACH SIDE. Qac O I- „ � w �'�' iltC) Z 12 2 8%" WALL REINFORCEMENT: v 6Y2" WALL REINFORCEMENT: N A. VERTICAL: #4 @ 12" O.C. EACH SID VERTICAL: #4 @ 12 O.C. EACH SID SIL=7� DE- HORIZ.: #3 @ 10" O.C. EACH SIDE ° HORIZ.: #3 @ 10 O.C. EACH SIDE rn • w to A 4" J W 12x30 v ' ' d 4 Poly Thickness N Q d [A' 2-1/2" d Z" - 1Poly Thickness /2"v FIRST FLOOR FIRST FLOORTOP OF SLAB TOP OFSLABW12x26 d . d ° d °,d d4 ° v W12x16 --- -- NOTE: SEE DWG F-3 FOR CONTINUATION NOTE: SEE DWG F-3 FOR CONTINUATION OF WALL REINFORCING AND SLAB OF WALL REINFORCING AND SLAB REINFORCING CONNECTION DETAIL. REINFORCING CONNECTION DETAIL. --- — ° L5x5x'/ix7.5" (12) 3/4" ASTM 325 BOLTS (TYP) ----------------------- -- N EACH SIDE ---- N 6.5" x 4.5" CONCRETE WALL SECTION • M � 8.511x 4.5 CONCRETE WALL SECTION 2 7 BEAM TO BEAM CONNECTION DETAIL 8-,/2" Exterior Poly Interior Poly Concrete LLJ S _ 6 1-1/2"-1'-0" S - 6 1-1/2"-1'-0" S _ 6 1-1/2"-1'-0" ,5" � � � L.` Wall Width M N � W Li.✓f TOP VIEW SIDE VIEW O W #3 1 " HORIZ. #3 CORNER BAR AT EACH Z ` , #3 @ 10 HORIZ. @° 0 HORIZONTAL BAR IN WALL. #3 CORNER BAR AT EACH (� `Q Q REINFORCEMENT #3 CORNER BAR AT EACH REINFORCEMENT LAP CORNER BARS WITH HORIZONTAL BAR IN CROSS -J f28„ (NP) HORIZONTAL BAR IN WALL. WALL REINFORCING 25" IN #3 @ 10 HORIZ. WALL. LAP CORNER BARS REINFORCEMENT ` V W LAP CORNER BARS WITH t28" 4- A EACH DIRECTION. WITH WALL REINFORCING V ° _ WALL REINFORCING 25" IN W Q Q p m A. EACH DIRECTION. t28" (TYP) 25" IN EACH DIRECTION. . dOd d a v d ° d ° d d „ TF Forming Systems,Inc. W a ° d d d v d d ° d ° ° ^' d _ ; d' FORMING g-1/2 Concrete www.TFSystem.com ` v f m v d d d °q d° 4 'v .° ° e.. _ TF((ISYSTEMS r d v ' Md a d d °.d d ° d a ThermoForm Date: 10/3/2013 00 Z 1Y2" RADIUS (TYP) ° 6Y2" CONCRETE ICF ° d I--' 8Y2" CONCRETE ICF WALL Y1Y2" RADIUS (TYP) ; d 43/" CONCRETE ICF WALL ° EXTERIOR WALL ° 5 8.5" CONCRETE TF WALL SECTION da 1Y2" RADIUS (TYP) ° ° #3 @ 10" HORIZ. NO SCALE 6 CONCRETE ICF WALL #3 @ 10" HORIZ. v d „ o .d REINFORCEMENT REINFORCEMENT d:. A O ° 8" CONCRETE ICF WALL 4 #3 @ 10" HORIZ. d d a REINFORCEMENT ° 1ST FLOOR - 8Y2"x6"2" WALL CORNER 2ND FLOOR - 4 " WALL CORNER e d IST FLOOR - 8" CROSS WALL SAME SIZE CORNERS SIMILAR INTERSECTING 6 EXTERIOR WALL d . da d. d z NO. 6 CONCRETE TF WALL INTERSECTION DETAILS 0) S - 6 S�- 6 NO SCALE a 1* 4 OF 4 SHEETS GENERAL SPECIFICATIONS 1.1 CABINET REFRIGERANT PIPING: MECHANICAL GENERAL NOTES A. CONSTRUCTION: SINGLE WALL. COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 1/2" FR/ARMAFLEX. INSTALLATION '*UN B. EXTERIOR CASING: GALVANIZED STEEL WITH BAKED-ENAMEL PAINT FINISH WITH LIFTING LUGS AND AENGINEERING-INTERIORS SCOPE OF WORK . SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 479988 New Broad Street;suite 330 KNOCKOUTS FOR ELECTRICAL AND PIPING CONNECTIONS 1. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK Orlando,FL 32814 " 321.251.8096 AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4 DIAMETER PVC PIPE www.eliteuniversal.net FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS INTERIOR CASING: GALVANIZED STEEL. AA260014761CA27623 CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR C. BASE RAILS: GALVANIZED-STEEL RAILS FOR MOUNTING ON ROOF CURB. SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS aCopyright 2013 Ekte U�versel,Inc. CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL,PLUMBING AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE D. SERVICE DOORS: HINGED ACCESS DOORS WITH NEOPRENE GASKETS. WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER A/C AlR hls Rese ved. AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR E. INTERNAL INSULATION: FIBROUS-GLASS DUCT LINING COMPLYING WITH ASTM C 1071, TYPE II. EQUIPMENT MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING CONSULTANT DISTRIBUTION AND DUCTWORK. 1. THICKNESS: 1 INCH (25 MM). UNITS AND AHU UNITS. 2. ALL SUPPLY AND RETURN DUCTWORK SHALL BE MINIMUM R-6 RIGID FIBERGLASS DUCT BOARD. 2. INSULATION ADHESIVE: COMPLY WITH ASTM C 916, TYPE I. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CLEANING, TESTING AND ADJUSTING: 3. MECHANICAL FASTENERS: GALVANIZED STEEL, SUITABLE FOR ADHESIVE ATTACHMENT, MECHANICAL PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING CORRUGATED ALUMINUM. COMPLY WITH UL 181.PROVIDE 1"THICK CONTINUOUS FLEXIBLE THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND ATTACHMENT, OR WELDING ATTACHMENT TO CASING WITHOUT DAMAGING LINER AND WITHOUT CAUSING AIR SECURELY ATTACHED TO WALL AT 8'-0" INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. ALL EXHAUST DUCTWORK SHALL BE PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, LEAKAGE WHEN APPLIED AS RECOMMENDED BY MANUFACTURER. UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS F. CONDENSATE DRAIN PANS: FORMED SECTIONS OF STAINLESS-STEEL SHEET DESIGNED FOR SELF-DRAINAGE. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS PERMITTED. PROVIDE JOINTS SHALL BE SECURELY TAPED WITH 3"WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING FABRICATE PANS WITH SLOPES TO PRECLUDE BUILDUP OF MICROBIAL SLIME. SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM EQUAL. AUTHORITIES. G. ROOF CURB: FULL-PERIMETER CURB OF SHEET METAL, MINIMUM 14 INCHES HIGH, WITH WOOD NAILER, BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. NEOPRENE SEALING STRIP, AND WELDED Z-BAR FLASHING. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 603 OF NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. 1.2 SUPPLY-AIR FAN THE FLORIDA RESIDENTIAL BUILDING CODE MECHANICAL 2010. EQUIPMENT SHALL BE SUPPORTED FROM A. FAN: FORWARD-CURVED CENTRIFUGAL; STATICALLY AND DYNAMICALLY BALANCED, GALVANIZED STEEL, PIPE HANGERS AND SUPPORTS: TESTING: MOUNTED ON SOLID-STEEL SHAFT WITH SELF-ALIGNING, PERMANENTLY LUBRICATED BALL BEARINGS. PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNEL #260 CLEVIS TYPE, 5'-0" ON CENTER, SECURELY STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE AVIBRATION-FREE RIGID INSTALLATION. „ ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS B. MOTOR: TOTALLY ENCLOSED-SPEED MOTOR. ATTACHED TO BUILDING CONSTRUCTION. SPACE AT MIN. 5'-0" INTERVALS. 4. EXHAUST FANS AND PLUMBING VENTS SHALL BE LOCATED A MINIUMUM OF 10 FEET FROM AIR INTAKES. THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF C. DRIVE: BELT DRIVE WITH MATCHING FAN PULLEY AND ADJUSTABLE MOTOR SHEAVES AND BELT ASSEMBLY 3 WITH MINIMUM 1.4 SERVICE FACTOR. PIPE SUPPORT: THE g OVERLOAD.EER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR D. MOUNTING: FAN WHEEL, MOTOR, AND DRIVES SHALL BE MOUNTED IN FAN CASING WITH SPRING ISOLATORS. ATTACH LINES SECURELY ALONG PAD/FLOOR/EQUIPMENT/STRUCTURE TO PREVENT MOVEMENT. SUPPORT a 5. PROVIDE DUCT MOUNTED FIRESTATS IN THE RETURN AIR DUCTWORK WIRED TO SHUT DOWN THE 1.3 REFRIGERATION SYSTEM IN A MANNER THAT LINES DO NOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO SUPPLY FAN. A. FABRICATE AND LABEL REFRIGERATION SYSTEM TO COMPLY WITH ASHRAE 15, "SAFETY CODE FOR FILTERS, CONTROLS, ETC. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE OWNER MECHANICAL REFRIGERATION." 6. MANUFACTURERS NAMES AND MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR ON THE AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. SCHEDULES ARE FOR THE PURPOSE OF ESTABLISHING A QUALITY OF MANUFACTURER OR A SPECIFIC COMPRESSORS: RECIPROCATING OR SCROLL COMPRESSORS WITH INTEGRAL VIBRATION ISOLATORS, INTERNAL SUPPORT AT MIN. 8'-0" INTERVALS FOR VERTICAL PIPES, 5'-0" FOR SUSPENDED HORIZONTAL PIPING. DESIGN CONFIGURATION. EQUAL PRODUCTS,AS APPROVED BY THE ARCHITECT/ENGINEER WILL BE THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: OVERCURRENT AND OVERTEMPERATURE PROTECTION, INTERNAL PRESSURE RELIEF. � ACCEPTABLE FROM OTHER MANUFACTURERS. EXHAUST FANS: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. B. SEER AND COP: 13 SEER AND 11.8 COP VALUES AS DEFINED BY ASHRAE/IESNA 90.1, "ENERGY EFFICIENT $$ 7. DUCTWORK LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH ARCHITECTURAL, PLUMBING, 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS." FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. 9 s ELECTRICAL AND SYSTEMS TRADES TO FIT THE SPACES PROVIDED, DUCTWORK CROSS SECTIONAL 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. LEED Credit EA 4 awards a single point if all HVAC&R equipment has HCFC-free refrigerant. R-407C and AREAS MAY NOT BE REDUCED. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. R-41 OA are HCFC-free refrigerants. SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE TYPE HANGER WITH SPRING MOUNTED 5. DRIVE TYPES, SIZES AND SPEED RANGE. C. REFRIGERANT: R-22 . VIBRATION ISOLATORS. 8. IN GENERAL PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. D. REFRIGERATION SYSTEM SPECIALTIES: CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM ALL EXHAUST FANS SHALL COME WITH INTEGRAL BACKDRAFT DAMPER. SUBSTITUTED EQUIPMENT. ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR EXPANSION VALVE WITH REPLACEABLE THERMOSTATIC ELEMENT. a4. REFRIGERANT DRYER. COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF CAPS A DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. 5. HIGH-PRESSURE SWITCH. MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. �g 9. DUCTWORK INSULATION SHALL BE 1-1/2"FOIL FACED FIBERGLASS DUCT WRAP. 6. LOW-PRESSURE SWITCH. MAINTENANCE MANUALS 7. THERMOSTAT FOR COIL FREEZE-UP PROTECTION DURING LOW AMBIENT TEMPERATURE OPERATION OR 10. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. COORDINATE DIFFUSTER AND AIR DISTRIBUTION EQUIPMENT: 1 LOSS OF AIR. REGISTER LOCATIONS WITH ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL REFLECTED CEILING PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE 8. BRASS SERVICE VALVES INSTALLED IN DISCHARGE AND LIQUID LINES. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS PLANS. OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY 9. OPERATING CHARGE OF REFRIGERANT. INDEXED DATA INTO INDIVIDUAL, HEAVY-DUTY, 2-INCH, 3-RING VINYL COVERED BINDERS WITH POCKET AS SCHEDULED ON THE DESIGN DRAWINGS. s 11, TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE E. REFRIGERANT COILS: EVAPORATOR AND CONDENSER COILS SHALL BE DESIGNED, TESTED, FABRICATED, AND BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG.2-5 OF THE SMACNA MANUAL, OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE RATED ACCORDING TO ARI 410 AND ASHRAE 33. COILS SHALL BE LEAK TESTED UNDER WATER WITH AIR AT 315 GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN k PSIG OR PER ASHRAE RECOMMENDATION. DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION 14 TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: 1.1. 12, DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK,DIFFUSERS, 1. CAPACITY REDUCTION: CIRCUIT COILS FOR FACE CONTROL. SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. PROJECT a� REGISTERS, GRILLES,AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY - OPERATING AND MAINTENANCE INSTRUCTIONS 2. TUBES: COPPER. FINSALUMINUM THE CEILING OR CEILING SUSPENSION SYSTEM. - SPARE PARTS LIST : DUCTWORK: COPIES OF WARRANTIES 3. FIN AND TUBE JOINT. MECHANICAL BOND. 4. SUCTION AND DISTRIBUTOR: SEAMLESS COPPER TUBE WITH BRAZED JOINTS. 13. ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. - WIRING DIAGRAMS 5. COATING: PHENOLIC EPDXY CORROSION-PROTECTION COATING ON BOTH COILS. MATERIALS: ALL DIMENSIONS ARE INSIDE NET FREE AREA. 3/4nFIBERGLASS DUCTWORK LINED WITH - INSPECTION REPORTS AND APPROVALS 6. SOURCE QUALITY CONTROL: TEST TO 450 PSIG, AND TO 300 PSIG UNDERWATER. ANTI MICROBIAL INSULATION EQUAL TO SUPERDUCT 14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE,TIGHT TO BOTTOM OF - SHOP DRAWINGS AND PRODUCT DATA F. CONDENSER FAN: PROPELLER TYPE, DIRECTLY DRIVEN BY MOTOR. y STRUCTURE.COORDINATE DUCT ELEVATION WITH RAIN LEADERS,WATER PIPING,SANITARY DRAINS G. SAFETY CONTROLS: SEAL ALL JOINTS WITH GLASS FAB AND MASTIC. LLJ M s AND MAJOR ELECTRICAL CONDUITS. TRAINING SERVICES 1. COMPRESSOR MOTOR AND OUTSIDE-COIL FAN MOTOR LOW AMBIENT LOCKOUT. W N 2. OVERCURRENT PROTECTION FOR COMPRESSOR MOTOR AND OUTSIDE-COIL FAN MOTORS. EXHAUST DUCTS SHALL BE GALVANIZED METAL. o J F 15. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT 1.2 FILTERS Q o ? �- EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. COMPLY WITH NFPA 90A. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND = w m = q MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT tY z U �$ TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON STARTUP AND SHUTDOWN H. CLEANABLE FILTERS: 2-INCH- (50-MM-) THICK, CLEANABLE METAL MESH. FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE = o w 00 w 16. VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. CONNECTION TO EQUIPMENT PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE Retain paragraph above or below. DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS. U ¢ O v 5 SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT I. DISPOSABLE PANEL FILTERS: 2-INCH- (50-MM-) THICK FACTORY-FABRICATED FLAT-PANEL-TYPE < o N z 1 AND PROCEDURES. REVIEW WITH THE OWNERS PERSONNEL, THE DATA CONTAINED IN THE OPERATING DISPOSABLE AIR FILTERS WITH HOLDING FRAMES. ' ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR W z SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER PROVIDE AT LEAST 7-DAYS PRIOR S TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE m NOTICE TO ARCHITECT/ENGINEER. MEDIA: INTERLACED GLASS FIBERS SPRAYED WITH NONFLAMMABLE ADHESIVE. ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. 17. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE ROOFTOP UNIT.SLOPE CONDENSATE 3. FRAME: GALVANIZED STEEL. 1a LINES 1/8"PER FOOT.CONDENSATE LINES SHALL BE PVC SCH.40.ALL CONDENSATE DRAIN PIPING ON HANGERS AND SUPPORTS W 1.2 CONTROLS ROOF SHALL BE PROPERLY SUPPORTED. SEE"CONDENSATE PIPE SUPPORT ON ROOF"DETAIL. VIBRATION ISOLATION: A. FACTORY-WIRE CONNECTION FOR CONTROLS POWER SUPPLY. PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND B. CONTROL DEVICES, INCLUDING SENSORS, TRANSMITTERS, RELAYS, SWITCHES, THERMOSTATS, HUMIDISTATS, ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON 18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE"FLORIDA 2010 RESIDENTIAL SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. DETECTORS, OPERATORS, ACTUATORS, AND VALVES, SHALL BE MANUFACTURER'S STANDARD ITEMS TO MECHANICAL CODE. INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. ACCOMPLISH INDICATED CONTROL FUNCTIONS. 6 PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, C. UNIT CONTROLS: SOLID-STATE CONTROL BOARD AND COMPONENTS WITH FIELD-ADJUSTABLE CONTROL PROVIDE FLEXIBLE CONNECTOR AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING 19. GUARANTEE: FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER,ALL EQUIPMENT, PIPING AND DUCTWORK. PARAMETERS. EQUIPMENT CONSISTING OF HVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT D. SUPPLY-FAN CONTROL: UNITS SHALL BE ELECTRICALLY INTERLOCKED WITH CORRESPONDING EXHAUST FANS, CONNECTIONS TO THE EQUIPM NT. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT TO OPERATE CONTINUOUSLY WHEN EXHAUST FANS ARE RUNNING. TIME CLOCK SHALL SWITCH OPERATION 20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL RUSTING. FINISH COLOR AS SELECTED BY OWNER. FROM OCCUPIED TO UNOCCUPIED. NIGHT SETBACK THERMOSTAT SHALL CYCLE FAN DURING UNOCCUPIED AIR FILTERS: ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE PERIODS TO MAINTAIN SPACE TEMPERATURE. 3 OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. 1. TIMER: SEVEN-DAY ELECTRONIC CLOCK. J FILTERS SHALL BE 1" FIBERGLASS MEDIA THOW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING 21. FLEXIBLE AND RIGID ROUND DUCT TAKE-OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER WARRANTY/�UARANTEE: ELECTRICALLY INTERLOCK KITCHEN HOOD FIRE-EXTINGUISHING SYSTEM TO DE-ENERGIZE REPLACEMENT-AIR UNIT MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS Q 8 WHEN FIRE-EXTINGUISHING SYSTEM DISCHARGES. AFTER OWNER'S FINAL ACCEPTANCE. FARR 30 30 OR EQUAL. NECK.FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M-KA OR EQUAL,AND BE UL LISTED AND COMPLY " " / W Cn Retain first paragraph and subparagraphs below if retaining Refrigeration System Article. Z z s WITH NFPA STANDARD N0.90A. THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS E. REFRIGERATION SYSTEM CONTROLS: �E AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. 1. WALL-MOUNTING, RELATIVE-HUMIDITY SENSOR ENERGIZES DEHUMIDIFIER OPERATION WHEN RELATIVE HEAT P P N TAL W � O 8 22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54"ABOVE FINISHED HUMIDITY IS MORE THAN 60 PERCENT. (' I- FLOOR TO THE TOP,EXCEPT FOR HANDICAP ACCESSIBLE UNITS TO BE NO MORE THAN 48"ABOVE PROVIDE CONCRETE PADS FOR GRADE MOUNTED CONDENSING UNITS. PADS SHALL BE A MINIMUM OF 3DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED I' FINISHED FLOOR AND UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED W 4" THICK 3 000 PSI CONCRETE AND SHALL BE 4 LARGER ON EACH SIDE THAN THE FOOTPRINT OF J PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE PIPING: V THE CONDENSING UNIT. VERT UNIT DIMENSIONS WITH APPROVED SHOP DRAWINGS PRIOR TO Q Y THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE.FINAL SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS V ~ ILL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE CONDENSATE DRAINS: FABRICATION OF PADS. 13 REPRESENTATIVE IN THE FIELD. ORIGINAL DEFECT OR REPAIRS THERETO. CONDENSATE PIPE TO BE TYPE L OR PVC. ROUTE TO DRYWELL OR AS INDICATED ON PLANS. UNITS Q z W 3 TONS AND SMALLER MAY DRAIN TO GRADE, ELSE COORDINATE WITH PLUMBER TO PROVIDE HUB m 23. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY.BALANCE EQUIPMENT: DRAIN(S) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P-TRAP AT UNIT DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS OR REFERV Cn SIZED FOR 2" GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED W TO SPECIFICATIONS THIS SHEET. 1.1 QUALITY ASSURANCE " e HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2 ARMAFLEX (OR EQUAL) INSULATION A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, RATED FOR PLENUM APPLICATION. CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT 24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR sVIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. INTENDED USE. DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4" PIPE SIZE. P 25. DRYER VENTS WITH A TOTAL DEVELOPED LENGTH WHICH EXCEEDS TWENTY-FIVE(25'-0")OR MORE UNITS SHALL BE DESIGNED TO OPERATE WITH HCFC-FREE REFRIGERANTS. SHALL HAVE A U.L.LISTED DRYER BOOSTER FAN EXCEPT WHERE DRYERS(AS SLECTED BY THE OWNER) 1.2 WARRANTY HAVE A MANUFACTURER'S LISTING(PUBLISEHD)ALLOWING VENT RUNS IN EXCESS OF TWENTY-FIVE(25) A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPLACE EQUIVALENT FEET. COMPONENTS LISTED BELOW THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY a PERIOD. �� ...• 1" 26. CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT.AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED 1• WARRANTY PERIOD FOR COMPRESSORS: MANUFACTURER'S STANDARD, BUT NOT LESS THAN FIVE (5) AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL(AABC)OR NATIONAL ENVIRONMENTAL YEARS FROM DATE OF SUBSTANTIAL COMPLETION. g= BALANCING BUREAU(NEBB).THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER - s PRIOR TO THE FINAL INSPECTION.(OR REFER TO SPECIFICATIONS THIS SHEET) 2. WARRANTY PERIOD FOR HEAT EXCHANGERS: MANUFACTURER'S STANDARD, BUT NOT LESS THAN FIVE (5) •� YEARS FROM DATE OF SUBSTANTIAL COMPLETION. �i�, '•y ad 27. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT PART 2 - PRODUCTS v 2.1 MANUFACTURERS CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS,SMALL WATER LINES ETC. a A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, 05/22!13 PROVIDE PRODUCTS BY ONE OF THE # DATE sb UT ioN a� 28. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL FOLLOWING: INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DISCREPANCIES 1. MON, INC. NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO BIDS WILL BE CONSIDERED 2. ADDISON PRODUCTS COMPANY. CORRECT BY THE CONTRACTOR IN HIS BID TO THE SATISFACTION OF THE ARCHITECT AND AS THE 3. DES CHAMPS LABORATORIES, INCORPORATED. ARCHITECT DIRECTS. 4. LCSYSTEMS. 5. REZNOR-THOMAS & BETTS CORPORATION; MECHANICAL PRODUCTS DIVISION. DRAWN BY: 29. ERRORS OR OMISSIONS:WHEN THE INTENT OF ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS 6 NOT CLEAR,OR IS CAPABLE OF MORE THAN ONE INTERPRETATION,SUCH MATTERS WILL BE BROUGHT BY: DATE:CHECKED D Yz2,2ot3 TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS,AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING.OTHERWISE, NO THESE PLANS HAVE BEEN DESIGNED EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER SHEET: 5 WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS IN ACCORDANCE WITH THE 2010 g AND SPECIFICATIONS. M FLORIDA BUILDING MECHANICAL CODE. 3 001 Elite Universal Job No. 08009 AIR DEVICE SCHEDULE FAN SCHEDULE SYM MANUF./CAT.NO. TYPE NECK FRAME REMARKS FINISH TAG EF-1 SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE A TITUS-TDC(FULL FACE) CD 0-105 CFM =6"RND OR 6"x6" 12 x 12 FLANGE SERVICE EXHAUST INDOOR UNIT COOLING OUTDOOR UNIT EQUAL TO ARCHITECTURE-ENGINEERING-INTERIORS AIR QUANTITY CFM 88 FAN ELECTRIC HEATER CAPACITY CONDENSER FANS 4798 New Broad Street;Suite 330 110-145 CFM=6"RND OR 6"x6" 12 x 18 ( ) COMPRESSOR(S) Orlando,FL 32814 EXT.STATIC PRESS. IN.H2O 0.25 AREA NOMINAL Orlando, 1.8096 150-200 CFM=8"RND OR 8"x8" MARK E.S.P. CONTROL LAY IN, FAN TYPE CENTRIFUGAL SERVED TONS CFM O/A HP V/0 FLA KW WEIGHT TC SC BAK.WHT. (IN.) STAGES V/0 MCA MOCP FLA(EA.) RLA(EA.) LRA(EA.) WEIGHT SEER www.eliteuniversal.net j (LBS.) (MBH) (MBH) QTY. V/0 QTY. V/0 MCA MOCP AA260014761 CA27623 (LBS.) [EER] MFG. MODEL NOTES a Copyright 2013 Elite Universal,Inc. 05-350 CFM= 10"RND OR 10"x10" ALUMINUM ENAMEL DRIVE - DIRECT All Rights Reserved. AHU 1/ACCU 1 2.0 800 0.7 1/3 230/1 2.8 4.8 1 240/1 29 30 130 24.6 18.6 1 230/1 0.74 1 230/1 8,9 4TWB3024 355-575 CFM=12"RND OR 12"x12" SONES 1 g 48.5 12 20 195 13.75 TRANE CONSULTANT AHU 2/ACCU 2 5.0 2000 - 0.5 1 230/1 7.6 4.8 1 240/1 35 35 180 56.5 44.9 1 240/1 0.7 1 230/1 26.3 134 34 60 GAM5BOA24 (1)(2)(3) MOTOR WATTS 4g 4TWB3060 I B TITUS 250 SD 18 x 6(MAX.300 CFM) 20 x 8 LAY IN, OBD BAK.WHT. FAN SPEED RPM r 285 13.0 TRANE 1 2 3 ENAMEL 910 AHU 3/ACCU 3 5.0 2000 0.5 1 230/1 7.6 4.8 1 240/1 35 35 180 56.5 44.9 1 240/1 0.7 1 230/1 26,3 134 34 GAM5BOC60 ( )( )( ) C TITUS-50F RAG 18 x 12(MAX.810 CFM) 20 X 14 LAY IN,OBD POWER V/0 120/1 4TWB3060 I BAK.WHT. 60 285 13.0 TRANE GAM5BOC60 (1)(2)(3) 22 x 22(MAX. 1280 CFM) 24 X 24 ENAMEL LOCATION _ AHU-4/ACCU-4 - 5.0 2000 0.5 1 230/1 7.6 4.8 1 240/1 35 35 180 56.5 44.9 1 240/1 0.7 1 230/1 26.3 134 34 60 CEILING 285 13.0 TRANE 4TWB3060 11 x 11 (MAX.640 CFM) 12 X 12 MANUFACTURER AHU-5/ACCU-5 - 1.5 600 0.7 1/3 230/1 2.8 4.8 1 240/1 29 30 130 18.9 14.2 1I 230/1 0.74 GAM5BOC60 (1)(2)(3) D TITUS-50F EG - 22 x 22(MAX. 1280 CFM) 24 X 24 LAY IN,OBD BAK.WHT. GREENHECK 1 230/1 6.4 40.0 9 15 190 14.0 TRANE 4TWB3018 ENAMEL DEL - SPA-'110 GAM5BOA18 (1)(2)(3) DEVICE TYPE LEGEND: NOTES # 1,2 CD = CEILING DIFFUSER SD = SIDE WALL DIFFUSER 1. WITH PLUG-IN DISCONNECT. NOTES, (1) PROVIDE SMOKE DETECTOR IN SUPPLY DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. RAG = RETURN AIR GRILLE B EG = EXHAUST GRILLE REFER TO CONTROL SYSTEM NOTES FOR CONTROL COMPONENTS REQUIREMENTS, 2 PROVIDE CONTROL BY MANUAL LIGHT SWITCH WITH 5 MINUTE DELAY. FAN (2) PROVIDE INTALLATIONS WITH FACTORY DIGITAL PROGRAMMABLE THERMOSTAT,SINGLE POINT ELECTRICAL CONNECTION. SHALL RUN 5 MINUTES AFTER LIGHT IS OFF. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF SWITCH. (3) PROVIDE 5 MINUTE ANTI CYCLE TIMER TYPICAL SEQUENCE OF OPERATION 6 ' NOTES:BATHROOMS ARE EQUIPPED WITH OPERABLE WINDOWS. THE A/C UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT.ON A CALL FOR COOLING,THE THERMOSTAT SHALL ENERGIZE THE COMPRESSORS TO MAINTAIN SET POINT.ON A CALL FOR HEATING,THE THERMOSTAT SHALL ENERGIZE THE HEAT PUMP MODE OR ELECTRIC HEAT IN STAGES TO MAINTAIN S COMPRESSOR( ) ,aa ,ate„ a, :.,:w ,aWrF , O ET POINT aaaa•x"a".", ,.xr,."w.".•w .xaxx. 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" t IF a i K,,axaxu is I r: 1. is 3 .. n... .tevmaxmvww,a.& a€,.v i"a" ►Yi; ' ,,.w.... w 1tt E xa :ktn., -a ,aw, •� } 3� k 4 alrc::!!i arserssess:." €E.,.e`8 _. 8"`0 lt.i g \ 7 ,; 0 ip ql 's s a n €° pit"ltP € '8 g i4as ^Ee a;,, k b 'a' .. i4 F ► €.a. d,ie "n.'.'� k¢kp Icay gg E gg QHU-4 yy iklle.,r3(8 e'IIE j ' e # rxax .. xaxaxaxr.»- at ...... ..... __ ..._...._ ... _..._...... .._...__ � s - 8"0 I", ion V P �{ CC a E € 7 aha aaaEavaFaa'�;. 8"0 Et - 3 ` @@ E � O E: _ 10 � u y E a �� I x 'E a� -�a,xac • �t I�• gJC.„ 24 i9 � `Y • ',:! �;H €,EY �•E 41 'Y "`IDa 4" EXH UP €a ` 1; � " a` N > 5 cfm ' LL_ = a (TYI P 2) a � w MECHANICAL KEY PLAN NOTES: O `` A ' 18 ' 1Ey � a ,aaa 12x18 E T U ROOF JSEII 'ilk ' E,k O n I [ (n V e 7t ; ;�^ € _ .dEEBdE kaa' Esaesekee A p €m a €41 � � � � ' � � °�E►t �, a�,,; 2 � 5 cfm (�� tea, 06 ' k t ► 8"� � t Q1 CEILING MOUNTED EXHAUST FAN. INSTALL PER MANUFACTURER g § C► `p ,l ai:,. t?` 8: F K :.:.....aaa .....:,::E9Na _ _ '� k: rasa':.. '.'; t.. ;.R .r,a,w>•,wxre,.mv.a.a. �ea,,,"m,o-v, -wa .,rxa„orr,x a,w.,a,a.m,.r.« : € s �a.5 E@[SlEtl.i:;..,. rn -.�i? E t t RECOMMENDATIONS. PROVIDE WITH VIBRATION ISOLATORANDrxr.l•E �'il l a �• k a 7��' s x,aw l:sx'. a,l ..4i! ,w.w.,..xa,aa e. ^,?; S �I, ...: 1 a il �;.�} ,E�I�.;': ., a':.l..a.,.Fh�` .... :' •�r., E ^ W � �� .,.r+:,,a,,, c ��33 1'�� ': 'EtY ''.., BACKDRAFT DAMPER. EXHAUST DUCT THRU ROOF/WALL AND 1 ° ".. TERMINATED_... kpa„ a,...1W1TH_,A._.ROOF �� .LOUVER. _ a ax ,° 9g _...... 5 `J i° A _..... •� �' t:nur ' -1 f' 1 8 •C a, .e :; C -ss z. , ......_. Ckr• j f gF E 5 # .tE ' 1a:tEE11-M �a ,ass,•,a 8naas�� 4 sw ^ °x � ,,� °k� � � INSTALL NEW AIR HANDLING UNIT PER MANUFACTURER'S � E EE k l' l4" TOILET EXHAUST tea" RECOMMENDATIONS. WALL MOUNTED, DUCTED RETURN. PROVIDEft A.a' 8 4"� !TERMINATED WITH A 11 NECESSARY FRAME WORK/SUPPORTS AND FLEXIBLE DUCT =, � � "�� WALL LOUVER. CONNECTORS. REFRIGERANT LINES - ROUTE FROM AHU TO EI2x12 € aE€ 5 I � I,AdkA l li�EF EXTERIOR THRU WALL WITH PVC PIPE SLEEVE. WHEN <........ „r,a.x.ae E#te.mss a I REFRIGERANT LINE RUN EXCEEDS 50 EQUIVALENT FEET, SIZE „ REFRIGERANTLINES PER C.U. MANUFACTURER'S I pEaaaaaa:rE iaYax, Y,kalSita'EnsY -,.rEiiti.. 24x24 6 0 185 cfm �E -9 P` RECOMMENDATIONS FOR SPECIFIC LENGTH INVOLVED. ALSO € I t I ,E I 1- PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. h3aiIF t l 0 ¢$ ��fill, CONDENSING UNITS ARE ON THE GROUND LEVEL WITH x ' "E", �, +� n I,E I 8n� i,Y gp� ► `E `�� SEAL I CONCRETE PADS. CONDENSATE LINES TO BE ROUTED FROM _ ( AHU WITH TRAP TO EXTERIOR THROUGH WALL AND DOWN TOS i c$ `• � J$ Eli6 , o-t, L 11i�. ` � .• !' to 4 a€€ •' i �a 8 LANDSCAPING. SEE DETAIL ON M501. COORDINATE WI'm t $a� Fp,' € € �t LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. £ € € • �' ►j I � $l3 Erq.. E " .. i , F, i €ie • • `� pE A ^�E` t G '3( • y, 9 7� • " O REFRIGERANT AND CONDENSATE DRAIN UP, OFFSET AND DOWN '[ 0' m [ TA • A 12x18 g TO BELOW SLAB. ► 0 ( - iC •• l: ` I 235 cfm lr Qs ► .• f �. ' j" tit •?dk"> „=^ae a @ : 1 :' F 3 ip 4" DRYER VENT RISE UP OFFSET AND UP TO ROOF AND E e:. ` Y ' � � ,� � � �E � � TERMINATED WITH A ROOF JACK. PROVIDE CLEAN OUT AT BASE OF DRYER RISER. E^ nbI §E E' # DATE DESCRIPTION " MAI , l Eti Js EkEs81t a YaI31E9i.d E a 14' Y O AIR-COOLED CONDENSING UNIT ON 4" THICK CONCRETE PAD. , E, _ _ �x w ,ra.aa:,a.� ." 'F i": i ^..,,,.a !$ e xa�'� I e ��II € 2113 SUBMIT 7 x " :?i18aT�ro,a.aa. y..yy s " saFea�.-ckn Rertase ,a".,as6 ESF -E s, ,waas x k� PIP INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROVIDEdrtt'•E, t ERE k ;° leR Y WITH HURRICANE TIE DOWNS PER FBC-MECHANICAL. ' °..•:;':a 1 ''` r,:l 1 l ,.,,,a a. w.::,.... iEiTi$w91388fr•s ,,.w. ,a„,..x w„ ,w.".,a,. ,x w...,..,, ..,., ,,,,.aa... .,�^,.^,.w,".,w,..,,w„a,,,.,, ,,,.,.w.w E ak�;' t a g a I © 14-0 SA DUCT UP THRU FLOOR. inv DRAWN BY: a�w 9 ,w„ „ ................ CHECKED BY: raa,,a g ,„ , °„a« - ` ,. "<• a � ,,.,,a,a.aa ,..,..,aaa. :aa,waa:�a .. ,.,:- -.,., __ aa:--. .. ,.._..... :. DATE: MAY 22 2013 SHEET: M PLUMBING- LEVEL 1 FLOOR PLAN 101 SCALE: 3/16"=1'-0" 01 Elite Universal Job No. osoos - i NNE ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniversal.net AAM1476 I CA27623 0 Copyright 2013 Efte Universal,Inc. AM Rights Reserved. CONSULTANT ......... .... ................ ...... ... ,,,,o...,,_,,,. ....... ———— —--- -— — .,.M:,-- -------------- --------------- -------- - . ....... ....... ....... ............... .... ........ ....... .................................. ..... ....... ...... ...... —————-- ........ ...... LEE] ............ .... NNE:,"... ....... .......... [13 ip ...... .... it At� x-1 ill REFRIGI il"i,T AN COI`I DE 4S1 REFRIGERANT AND CO3 is NDENSATE DRAIN DOWN TO BELOW SLAB. it i DRAIN lip, N 4 10, 101 W�' LA J� f lZ .. ........ I.................................... l. -. 11, Elsa W.IlM �Ilfp g o MQ ... INS m IN aae ........... x ............1 E11-1- ........... 'Q IF- < aaaaga. it, l R > .............................. 14"0 (TYP-2) C I 2XI 11 lip cfm 1208 12 p M 14*0 C 180 cf rnTi 13 cil Oil ow 6m nrz 8"0 12X18 no 30 cfm 22x14 it I'll a arc, C14 M4 16 <N0, CM....................N-0 011 `-2424 C 1000 — m� 14f m 8"0 PX2 1000 isev i-t C PROJECT .......... cfm 400 1112 1 It NORIE` 101, 12x1 8 no A i 575 cfm 575 cfm Rill 12 1 A ............ 12 m if! UP 4*0 DRYER VENT---,� 10"o C 4`0 EXH tit, ill 1208 It X 4 UP THRU ROOF THRU ROOF c Tie l:�,, 130 cfm 6*0 4 1'R 2204 N 0 Bit LU Cn 13 S .............. ....... C4 SayL 77- -L] t U) C%4 1 2x co ................. 0*0 OL3 x24 -sfrn............ —j x i HE it U- <N90 C I I! I fEt3gip. 12 12 1 ,jg11111 ............. t� M 3f qip�::: 8" ME .......... fm 1 2ti 8"0XH UP m0M —117 !=2 LU LU A <�>% Hilla Y3a�Illi °? ®�, 4 ad''F a I .€l: ... (!i,; '�? 4*0 E Q rn E. U Z ............... ...... It LU 00 12x18 8`0 F- 8"0 1 ;z 0 [ 0-21 pIlf, l,-91 I � ol A ........... 8" 130 cfm 12 1 I'll' 1208 <N05 cfm +b 0 4"0 DRYER VENTapa, C�4 Mnli ik 12"0 ................... 8"0 UP THRU ROOF lit q it IWO 10"0 =11z M!" �xl 81t,,E 12 s J5A <N40 cfm 13l NAI 6*0 12 ON ROOF MECHANICAL KEY PLAN NOTES: (D cflm -4 j . ....... 4"0 DRYER VENT x 121 5 0 I,- WINE', 4"0 TOILET ON E� 'ith MINE! v CEILING MOUNTED EXHAUST FAN. INSTALL PER MANUFACTURER'S it 6'90 t I ROOF EXH 50 RECOMMENDATIONS. PROVIDE WITH VIBRATION ISOLATORS AND 2Q24 BACKDRAFT DAMPER. EXHAUST DUCT THRU ROOF WALL AND . ............. .... E <N45 cfm Lg - 0 TERMINATED WITH A ROOF JACK/BRICKVENT. 6" .......... ............ INSTALL NEW AIR HANDLING UNIT PER MANUFACTURER'S 4"0 it RECOMMENDATIONS. CEILING MOUNTED, HORIZONTAL SUPPLY is AND DUCTED RETURN. PROVIDE NECESSARY FRAME LL- ........... ...... ........... C114 WORK/SUPPORTS AND FLEXIBLE DUCT CONNECTORS. 0 2datl� nm,- ij lg COORDINATE ACCESS AS REQUIRED WITH ARCHITECT. \V 50 cfm m —j 24x24 5" 424 REFRIGERANT LINES ROUTE FROM AHU TO EXTERIOR THRU C Uj <�>260 cfm WALL WITH PVC PIPE SLEEVE. WHEN REFRIGERANT LINE RUN 05 cfm Ig EXCEEDS 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER y LLJ Jilt C.U. MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC it LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS A RECOMMENDED BY MANUFACTURER. CONDENSING UNITS ARE ON ........ 'D THE GROUND LEVEL WITH CONCRETE PADS. CONDENSATE LINES u m r TO BE ROUTED FROM AHU WITH TRAP TO EXTERIOR THROUGH �S Ap; i,l 7I WALL AND DOWN TO LANDSCAPING. SEE DETAIL ON M501. 5 y, xazrxm,a,xsmas lit: z, COORDINATE WITH LANDSCAPING PLANS AND ARCHITECTURAL �' i ° ,� 3a7 Iji DETAILS. H 4 -M SEA -Cfm . 8 REFRIGERANT AND CONDENSATE DRAIN UP, OFFSET AND DOWNtea = <N60L im, TO BELOW SLAB. A, IR lit • •f No. 14"0 SA DUCT DOWN THRU FLOOR. r 111dymaf 111 1% ..........................Alill 111 11 0 It J Et nVRM? dl: # DATE DESCRIPTION rl 05122/13 SUBMIT ... ....... .............. ............. ————————-- . ...........<a DRAWN BY: NAA 3 CHECKED BY: MV DATE: MAY 22,2013 SHEET: m I T aA 60 ag B 01 gq a la j� �T IN 1�2' x (8 102 Elite Universal Job No. PLUMBING - LEVEL 2 FLOOR PLAN SCALE: 3/16"=1'-0'- 01 08009 i 1 i ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniversal.net AA26001476 I CA27623 ®Copynght 2013 EGte Umversel,Inc. All Rights Reserved. CONSULTANT ... .a ......................... ... x ...was .,.� ...................x ie ~m.,.�� ,x, . .... ..,. , ..,... ., �..� .��.a .,� „, .., �.,... .Po, ..,,.., P,..P.r, ., ...x,.,, ,.,,,,� -,�,, ,,,,., ....�...c, 5 .....,x �,,� ,,�,.,, �.., ��. ..�., x<...,...w. ...�k F.�.. mAE,.n....k. ...�. � ,, , . , xa,xre Hx ,x,,, ,,,. ,. ,x,x,,, ..... . . �..,�_...�. ,..� ,µms.. .,..x.. . .:.�.:..5..�.:. .x. ....x.x,x,xex ......... .. ¢¢ S t€.,. Lqm 3EI?.EE k . ;rt.8.,i"11,Rttil II¢¢, S€S€SI, .,III �E rEip, f e.e..aw,,,..,,, , € � affafaP it�rttll E � '�.�o� fit`i .....................n .. - u..e._e. ,x>x.xrx x e ercm.xxexex,xux.e,xexaamxex,xsrex exa rsftf , .x,x.., .,a,x,.,.,, 3. .r, ....,> & . =411 fa` 'el€EI; ,,...a. ....n.s.,: .. ma.uxsusa x,n. ,.aa,umvu: ,aa„.,,..... eam,e,ane. .eer e.cuseu.x.c.xea a. 4it ° eRa, h1a., age ,� .� ,mom+ ,,, <,�x,� .x. , �., xn, .�.�. It € ¢e. . ey ,g- ati. 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ROOF H �¢°¢ e y„ w 4 0 DRYER VENT ,aa it ON ROOF ej iii; ........ ...a ,a.a,. ., .,,.a. .,,,.. ...... x.- � i' 4"0 DRYER SIT ,...,: mm. �,� cop .,., ,..., ,. ,,,,, �a I µkkE. 13t y i ON ROOF ,p e Ia€ m ii �/� W M v J N LL_ LUt'Y1.....EkW K§S&€&s S SSE 1!'' �... Q LU m r °x s �� .�mx.., xr '� taa�r ¢ E a!a. .E+,i+ ZZ Q , ,,.•gym, „,xti.,�, -gym. ,��.,� ,...,,.x� yra. ...,.............. ea€a€a It o Lu LU q& a V ¢ O fa° . ¢ !I j5 . E m_V LU 00 Z d' �. I E.,,,,,.,,,.,, ,,,,,,,,,,,,,,,x,-. ...... 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RECOMMENDATONS. PROVIDE WITH VIBRATION ISOLATORS AND8PBACKDRAFT DAMPER. EXHAUST DUCT THRU ROOF AND 3 Il 'n ... $ 1 i. 'yi?r� � � � ��? � da ��I 3 a °„ ,.31 3 I; . �.e. a i a .. BcE� __ TERMINATED WITH A ROOF JACK. I I a ' ' ' � � � � � � �, x,31 ,m� x,ee�e1 ,:,.,1 ae � a 1 4e0 Eli ON a ,, ,� O 1 INSTALL NEW AIR HANDLING UNIT PER MANUFACTURERS I ROOF ` w .,ecxsxsmxsx ..•,.:s, k� i RECOMMENDATIONS. WALL MOUNTED FRONT RETURN. PROVIDE I NECESSARY FRAME WORK/SUPPORTS AND FLEXIBLE DUCT rp 4"0 TOILET ON d. x CONNECTORS. COORDINATE LOUVERED DOOR RETURN WITH o 1 12"0ROOF EXH a� j: ARCHITECT. REFRIGERANT LINES — ROUTE FROM AHU TO 12x18 v EXTERIOR THRU WALL WITH PVC PIPE SLEEVE. WHEN 0275 cfm Q REFRIGERANT LINE RUN EXCEEDS 50 EQUIVALENT FEET, SIZE 'e s REFRIGERANT LINES PER C.U. MANUFACTURER'S MM� Q J RECOMMENDATIONS FOR SPECIFIC LENGTH INVOLVED. ALSOI PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. � i i as M CONDENSING UNITS ARE ON THE GROUND LEVEL WITHr� CONCRETE PADS. CONDENSATE LINES TO BE ROUTED FROM 'W 1 I AHU WITH TRAP TO EXTERIOR THROUGH WALL AND DOWN TO I flflfl l CCCa ' n LANDSCAPING. SEE DETAIL ON M501. COORDINATE WITHMgtI LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. ', #' �¢Iq. III° W is F EFS I€E 2x 12 '» �' g' alae xxee i E4 t aEirn fPt9bf dae 8 w3 0 cfm SEAL € a SS: A. .... A I •• v 1 4. R. �. , • �I an,'�a,. _ • ` � d '(k6r`�e g 'k'a 92 � �' • 0- 1 r Iatalal 1€f!i MI € it Id1l11t €lsa 38€ 1a11 a1P1S €a€¢II 1I¢S, -M€� o • STA • - �t .,.. ., ammm ,,.R i • „ -9S xsasaee ,nacEt. e.us.. .cE.tsa. ,. .e*s ese::.:. cox, :,.x,., m.,x. ,..:. :,... ..ax, xa,... ,,,, x,.:..,, on. ,..�... n, ,,..,..,..,. .,....... ., „ .. -.xm�. +.,,.,« ,..tea2 I •• • to x ' Q ............. sy �! �(Q DESCRIPTION n 05122/13 SUBMIT �a gDRAWN BY: NAA a g CHECKED BY: MV DATE: MAY 22,2013 ILIJK SHEET: Ra Ma� �G 3 103 Elite Universal Job No. PLUMBING -LEVEL 3 FLOOR PLAN SCALE: 3/16"=1'-0” 01 08009 i MOUNT CAP LEVEL BIRD SCREEN CAULKING BEAD OR GASKET FULL TYPICAL HVAC LEGEND EXTERIOR WALL SYMBOL DESCRIPTION PERIMETER OF CURB BY HVAC. UNISTRUT PIPE CLAMP, USE FOR ARCHITECTURE-ENGINEERING-INTERIORS " OUTDOOR PIPING(TYP.) 4798 New Broad Street;Suite 330 ANCHOR WI CADMIUM TREATED WOOD NAILER Orlando,FL 32814 PLATED SCREWS 12" `` SEAL PENETRATION AND FLASH NEW DUCTWORK 321.251.8096 12"PREFABRICATED CURB BY HVAC UNISTRUT 1 1/4"x1 1l4" www.eliteuniversal.net O.C. 3 PER MANUFACTURER'S AA26001476CA27623 t INSTALLED BY GENERAL CONTRACTOR RECOMMENDATIONS. DRAWBAND ON OUTSIDE OF CHANNEL SUPPORT(TYP.) aCwynght 2013 Elite Universal,Inc. FLASHING BY ROOFER0 ,� —ROOF INSULATION AROUND JACKET ,.•"'° ,' All R'hts Reserved. �, 7 a r SEAL INSULATION JOINTS AND BREAKS IN VAPOR 12"MIN.A.F.R. SUPPORT ANGLES AS"° "l�` REQUIRED BY GENERAL �� `" FLEXIBLE DUCT coNsuuaNT 9 ! °°,,° BARRIER WITH GLASS FABRIC AND MASTIC(NO TAPE DRAWBAND ON FLEXIBLE °'�' ALLOWED) CONTRACTOR °" 2-PIECE WALT_CAP DUCT(INNER SLEEVE) REFRIGERANT PIPING 8 11/2"EXTERNAL 1 INSULATION AND JACKET DUCTWORK UP THRU PLAN INSULATION " 2 SUMP � M"` •�,�,;,, nn„” SEAL WATERTIGHT3: ( MAIN DUCT m \ / I FLEXIBLE DUCT DUCTWORK TRANSITION ROOF EXHAUST CAP DETAIL �' ,, ' °r \ / '��E1 ,2 .s, F q EQUIP.SUPPORT LEG. MANUAL AIR VOLUME CONTROL DAMPER ��F \ / ��° ° BOLT TO ROOF AS SCALE:NTS Ilip� \ / I REQUIRED(TYP.) REF: SUPPLY AIR DEVICE it 01 x 3 / \ NOTES: RETURN AIR DEVICE ROOF CAP �� °' / \ I 1. SUPPORTS SHALL BE INSTALLED A MAXIMUM 8'-0"O.C. / \ AND AT EACH CHANGE OF DIRECTION OF PIPING. ,, l'll ry ' � ; 'NEXHAUST AIR DEVICE f / \ REFRIGERANT PIPING SUPPORT DETAIL Q WALL MOUNTED THERMOSTAT BUTTERFLY DAMPER WITH " LOCKING QUADRANT OPERATOR SCALE:NTS me �� 7-7-7-7-77777 r �7�y 12 REF: TS TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. WALL CAP. MODEL"DRYERHOOD"AS MANUFACTURED BY ALCOA OR ��'' r�' ,��'`' `E��s' °"^" WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND ffi EQUIVALENT. OMIT SCREEN FOR DRYER VENT. INCLUDE BIRD SHEETMETAL DUCT(APPLY SEALER TO BOTH SHEETMETAL SD DUCT SMOKE DETECTOR 1 o SCREEN FOR FRESH AIR INTAKE AND BATHROOM EXHAUST. BELLMOUTH FITTING AND INSIDE OF FLEX PRIOR TO ASSEMBLY) DUCT TO OUTSIDE OVERLAP FULL DISTANCE OF NECK INSULATION AS SPECIFIED 8"0 EXHAUST FAN TYPICAL WALL JACK DETAIL SIZE EQUAL TO UNIT CABINET O 300 CFM DEVICE TYPE"A"-300 CFM-8">a NECK SIZE 5 SCALEATS FLEX DUCT CONNECTION DIMENSIONS REF: - REFRIGERATION PIPING a SCALEATS 8REF: °E' .n m � CONDENSATE PIPING g FLOAT SWITCH SECONDARY DRAIN LINES FD/SD/AD 0— FIRE DAMPER,SMOKE DAMPER WITH ACCESS DOOR 4� LIGHT BOX MAX.20°TRANSITION 0.25 D(4"MIN.PER SMACNA) TO DISABLE AHU SHOULD RECTANGULAR DUCT DRAIN LINE ACCUMULATE WATER. 1� AIR HANDLING UNIT 12"EXTENSION PIPE WITH LAUNDRY ROOM a o d CONDENSATE DRAIN PAN THREADED CAP AT END WALLS a N �`'�— WELDED AT SEAMS(TYP) VENT CLEANOUT WITH SLIP-FIT CONICAL FITTING WITH (NOT SCREW)CAP WITH DRILLED 24" 1 1/2"X1 212"X1/8"STEEL ANGLE a VOLUME DAMPER AIR INTAKE GRILLE LOCKING TYPE VOLUME HOLE TERMINATE VENT CLEANOUT (TYPICAL) PROJECT g DAMPER. AT LEAST V ABOVE FLOAT SWITCH a CEILING MOUNTED EXHAUST FAN DETAIL I DRAINING HEIGHT, IN SECONDARY �3"X3"X114"STEEL PLATE FLEX DUCT OR ROUND SHEET METAL $° SCALE:NTS DUCT. FLEX DUCT MAX.8'-0"LONG, 2REF: 4"GALVANIZED DRYER DUCT. "E.«« USE CLAMP TO ATTACH FLEX DUCTS 4 AND SEAL.SUPPORT DUCT EVERY i 2"STUB INTO DRYER BOX FOUR FEET FROM STRUCTURE /3'X3"X1/4"RIDGE RUBBER OR EQUIVALENT ---� FOR FLEX HOSE o — (TYPICAL UNDER ALL FEET) CONNECTION FROM DRYER w N wCn =a BRANCH DUCT DETAILS M r� 7 F STRUCTURAL BAR JOIST 6 SCALEATS 2" PRIME COAT AND PAINT ALL STEEL O o ] U_ F` REF: — I AFTER FABRICATION IL m °E, 4 TOP OF BOX = LU Z U MOUNTED = o w w -— 50"A.F.F. V Q O m 4'-0"MAXIMUM STEEL ANGLE UNIT STAND DETAIL Q 000 CV _j ? HANGER STRAPS I I SCALE:NTS woo METAL STRAP REF: MAXIMUM SAG 112"PER FOOT 1-1/2"MINIMUM PREMANUFACTURED TRAP EWL m oAT LEAST 3"DEEP,WITH PREFABRICATED RECESSED Q OF SUPPORT SPACING. NOTES: CLEANOUT IS ACCEPTABLE DRYER VENT BOX MODEL 425 BY 9 1. MAXIMUM SPACING kCONDENSATE DRAIN TRAM° DETAIL o APPROVED EQUAL. INC. � BETWEEN HANGER LOCATIONS $� SHALL BE 8-0' PER PAIR. z SCALE:NTS 0 0 FLEXIBLE DUCT REF: I° 2. STRAPS SHALL BE MINIMUM 1 a 1/2"x 22 GAGE GALVANIZED V) SPRING AND NEOPRENE STEEL. iv 'aS VIBRATION ISOLATOR (TYPICAL) RETURN DUCT UPWARD EXHAUST DIRECTION m F 3. REFER TO SMACNA FOR NOTES: a ADDITIONAL ALL THREAD ROD M 1. DUCT SHOULD EXTEND STRAIGHT FOR CONNECTION TO RECESSED DRYER VENT BOX DETAIL REQUIREMENTS. SEVERAL INCHES FROM A CONNECTION STRUCTURE ABOVE SCALEATS .9 a BEFORE BENDING. 14REF: WN PER SCREWS WIRE10 AHANGER UGE EL(TYPICAL) o�AIL MANUTIE OFACTURE'S or 06 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT } 1"MIN OR CAUSE OUT OF ROUND SHAPE. REQUIREMENTS 0 FLEXIBLE DUCT Z 15 FLEX DUCT SUPPORT CONNECTION (TYPICALUj ) g DUCT HANGER DETAIL 8"MINIMUM HEIGHT 9 SCALEATS SCALE:NTS7 STRUCTURAL PAD TO BEAT REF: PROVIDE DUCT SMOKE W C) 8 3REF: oma., " FINISHED ROOF ELEVATION u oE.A. 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COORDINATE EXACT MECHANICAL EQUIPMENT OVERCURRENT AND —6 •EM—1 2 H2-24 EM-2 FEEDER SIZES WITH MECHANICAL DRAWINGS HVAC CONTRACTOR s l EE@k j %D EM-69:71 EM-1 •SD H2-2 �t G-6 G-6 O AND HVAC EQUIPMENT ON SITE PRIOR TO ROUGH—IN. H2-41 H2-39 H2-24 H2-24 ii;a,11;i1,;ii;I,I 11I1I1I SEE, ... pillI H2-37 w i H2-37 � a, li ,ff,ii1 t €�C•fit k kE AFP a 0.sa t e i d21j;3 £ "FYkexe.e- ..'E`i FFe lEF i'. ''T°,E: , 8 p E €EP, h H2— .,.,.,, 22 .,...,,,a.,,...a , . ..,.,.4.# ,Ea C G-1 8 .>k ,.7}. .,,; 2 C ,,.,::ahn x ,.,:,..,, C „ E a m @ 5 N sxmnE4rc..r.,vsxa ; _ _ :.. IE ' y 111.3 3 — F t H2 35 H2 35 i 1 a •;etltkt tl k.,rte: _ �I11�141lli�il�1, ills`UI1111.11m= e �1g 1Ii 1i „ , 11 39 ........ .._...... H2 E. �� —E,� ,,.... i , EM 1 M s ,, H2 33 D H2 33 E : EM-65:6 n I1ll ,,, —33 -� , — 1 � 2 E M H —33 E j 'f — H2-37 2-37 ! 1 MIIIIIIIIIIIIIIIJ t o k R 5 Wa rr. e� Fk — — — a.11 ia�3i� tll _ - >,>rrx>a9 , Z PROJECT li EM-10S H2- 37 H2 37 H2 37 —1 — — Ea mask, i 1 1 —2 M E. — — — �2 —14 E EM 1 145 a 6 — 33 G-14 EM-1 °° H2-17 ° [ EB i a:a ,a.maaaaa ,aaaa�a,a x,.,„,,,°,.>� ,.�1ir ,,,,,::x,,. y ,a. .. [.g.� �. �,,....�, ' �( � EM-8 p $ . , x , €E� E HI € *Ek. .. 9-. E. _9 I lIIII 1111 p. I iF 5,. e ,. 3 E I ,. Ili€kllaty8ia.rlac:.u SD � ;� "E EES E EM-73:75 ''.. HU- �>�.,��-,., z - � .<a,rr,.a s..aaaira'A'9Za1a1aa eksk�keFe€kskaFeFei., Fxiee ,.aE:a .rrm„ .' {gyp � H2-31t 3 :m, s. . G-14 H2-25 '� 2-25 aR 1 aE H2-31 — 1 �I li H2 3 tiEEtE # a H2' 'r �} 2 ; a 16 itx .aa�rra 2fi” a i P�,NL ! P a e EM-16 A a, 12.34 G-16 rr..x G 2 1 �a �. � W •w e i€Isa' a' i (Y� 9 E411fiiEii jl ., 'I;: ^ .e ` (I ` IF .... H2-3 1Elifk, ... �/� M �la dt H2-23 a I' -- v J CV G-1! G�; ''°,3EE E fi H2-25 ...F .,.,..,,.rr. ,.,,, a E H2 15 , H2-27 H2-271IIa4BE. 9 = o M '1 �i 16 jai, E1E„E ; OSD „, a 8M-1 ;11 _ '� b: I z 14 G-14 Ir G-16 G-16 �. _ � 1?1 EM-6 3 = z U E EC. G 14 �� I � a 3• 8 C l; ................,x,x,,:,,:, ,.,...... ,.,.,,:... ,...,.,... �._ .. . . .,r.� ,t,,,,. _ .” ,,,,.... 1 Lkf: H2 27 = w w 5 i') Anxxea 'Fta.erva ` 33 e,,,.. -,:e.YE mmmrm:ms ',E i Xk aC „,.,.ti s!i• �.',. i$':".&� a :,. i! i �: .,� F __, .... E. t� /yam j' t 6...: t ., a � n,,:,,:,..•x �v>.,v,:e,:,. ° ,M, arf:E'4+'P Y ,kxi',.i.....ainx.F N i3id'ii9'ii'1 is3a>v:i:iaiii N,r.i .:.eti'i FH'P:kkkP:kN itiii i.i:�.F'i: F n,,,t 'zPe. tF Fif IFV r::-.x ! e,:;a'nsrsrFlfW.'�ParNak9YiY . ,"Y ....e.,.... �„/ •.. _ � II .;j�g. rl IEt it � 0 U i E h Ii e , Ej 111a EMUS,., H®1 0 z a s H2 5 F Q z fiS Ei 7 LLJ f ft eletti H 29 H2-2 9 W t.t'fill i1lllii� iii i I Z tf i E.. YtE i I!s�3Pt'.i��a �t iit3,3rJie tr[2ksePe aeEO sed Erez€ltkkzEk:r:E@ ��k�4e.: 1 al s. S ° '.. tRS s Q a G-22 � ' a �. 13 H2-27 H2- 11 1 t '�,g aE;e8ae9333t3eaiaE _., .., a - 1F IaEeE, a a —27 4 �a 2-15 q ypy K £ eEili1i1i111i1 Ya S" a. E E k? EPPitSi676RER i3t•! : ,� i ' F E Efi i ^a �i iii.,ts1s sflklC f 3aEiriliiN�llliir��!I �'�11��1ii€� �� Aaaa, is I E H2 e , k>,C i3 £f Pvvevs:amnaxnm� t '. 4i'E E as i ��aa H2-27 NE i i f"111111 EM . '` a r.x"ti,��a�� fi� 2-29 SDa� I. I�r � 1 1111x1 111 1i�Ii' le a. 'Rift. E s H2 7 riaiUN� I EM-1 I i i k ,fi¢ OSD SDO I I it Earp — B «RMIR i�I31 k ; LLJ 43 I a9 i1` H2-1 1 4+' .3 8 ray F Y�A' ,R:. H2zx=,e,,,v, i Ir 3, It —4 i H2 1 it as rr,rrx,, H2,t �III ; EM 43 � f H2-1 I pp F .... 8 Yo f: a4 E.7a � k ifi iI EM 10 LL H —7 EM-10 _ e EM-43 � I 1 g 4� Y � J Li Ii :! y ng¢ay I SEE vommm�o mrre � O B�: i 9�° FU fiaBkfikfiH E � k ssnsc,ae,. "c,n," E tEkT E P :. � La Y� j EM-43 1-12-4111 V e a afi° is di t i f f w as a E F a e l x't4 7 � �� r ��•�1 'r 1 �� (� l: ��at � Ram �a1, _anirrm,a I�aEEE,a u, E s ° a Uj REHM e kk v� A 3: &° ........ .. ... E as f r N •:'9' B j as„i Ei 13e1E E Ea141iEi3i1a1 31l111i1H asa .s,„it 1a C......... ,, ,„>,>a>m m,.,>,,>.�._,T,,,a.a,�,.,�:,ahm.�°,�>„rrmm,> ,rr�,�a>a,�mm>,�._m�- .>.,...,.>...,...,.,.,.>.>.> .a..,,:a.,,.,...,, a�.caxaaa�.�,x:,..”,��>..rr�>�>.a..Ra�a��,ax.� ,�-�:�m.�>a,.a.a ,.,,,,,,, «,,,:,,:.,:. <:..,:,:.: :..x....: ,,,,,..,,. ,,,,<,,,�,,.w ,�,,,,,, .. ,,• r So D ' • j . � • /N F65 95 VA— `L RIPTION 05122/13 SUBMIT g SECOND FLOOR ELECTRICAL PLAN SCALE: 3/16"= 1'-0” DRAWN BY: e� CHECKED BY: DATE: MAY 22,2013 �s SHEET: �E 8� Ay E102 3s Elite Universal Job No. 08009 ARCHITECTURE-ENGINEERIN,-iJSILRS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniversal.net AA260014761 CA27623 ©Copynght 2013 Eke Universal,Inc. All Ri to Reeervatl. CONSULTANT 8 G k a .¢e¢r¢r¢.rar s,«......... r,.. .. k ve:awsa,r rv:enav ,vr,°:we.'n«„, ,.-•.e•e¢•¢e¢emw aa, ; ••.•,.•. ....:.. „:nr.°,:,.:° .....«a•s raa°.,«,.e¢em�a,rxaxwwsw .: v....v,,,,:¢e¢rce¢e¢rs. ,: .. ....... ¢.¢ecsaz¢wa o 3: a ?!!Elia i.3a�3�3 1fl�21393111 iiilv4!7e JiE 1!�[ll ae�ailliumi f€�aE�€teve�?S.n 7k ! 11SI,c,`EEet a.¢ .............. .. ..... ............ w¢.¢.¢ f E n .a.m¢ ¢r<,«,w,,,, .".,.ora ,..,r,.¢. ,.a>.a..a„ ,>,>,,.v.s.v X38 aE#+' .xy,.-,wr, vavawwme,e,mrc , r,r,�e:,,:,,nv,v • G s8 yr ,...,s:. ..n.a>r,.a.>„„v IE � ,�,r..,,.�:,a.. , ,.,_. „."x,ra.¢,. ..,,,,..�•" t Vii:. sr , �a,? p a¢ fis,. s A .�...¢...¢ „,w....... ,.,.,,a.. ka wwwwdyG' x ,,,a.,,., ,,,,,,,a, ,,,,,a.,, „a,a, d . a e aE g d" Eew.taaaa ..a i3a¢ad'A5 :€�aa' ll r « t. tt e .>E• � wx¢xve ,IE .E E eke 0 3 ': €, •}� t E" � � f ,.. ,v , v<,.¢,.. ,r,v¢, ...<„¢v¢r, r v,vaysrwwnrmv,rre-ev .vr,.as..av s,v ...avavar>,,,v,v v , xa..,va F � :t�88. �tl I E ' a � '• a«.wa,a ,,,„, aaanaa.. ,,.,a,a.,o x...¢a¢wa¢� ,.�«a,a¢,.......'„a«aw¢�«aaa¢,¢wa,,.�aa�'a...a."."....,...�«�,.,.,<«ax a¢a.�rA s• : lwa M ry¢ s,.,. « waaa.axaee IGENERAL NOTES �a. F y e t E f v � � x t! far ” .,., , ,",",.aa� �„.« __��,,4,.°�„¢.w¢.¢r¢„�¢� .rw¢r¢rr. � � ' A n,ti. e, :s..s-¢.¢.¢.¢..¢.¢.¢...,.¢.,.¢».�v ro..ve-:s-s.e.e,:¢,.,¢r„vava,a w,aw¢,:,a .................. ....;,,.,. ....¢"s.¢ � aaa.,a,.a.,'. __.-_,x" N.rV':. 5 ,..,.w:,. ,,,.., T..x:...w�w wax°x..��,wa„ .,�. ;.a.,, ..,,.a. ,.�_x,°a. aaaa.aaa. xx�:�..aa. �a,,,a.x: aaa,a"a �,aF�F a 8 n..t r, wan. :.a,a,z,a '.:x:,:,ax a a ¢, x ..aaaar,aaa ,„,.a,.aa a,a,a.a, ,...,.,., axax°a,,, ,.,tn'.w:e.:. .,...,.a., .,w,..,�.n. .,...,aaazas:,w.axc,w. ,.exw.. .... ....:..www.a �a.:c:a,aaswsaxaaaeaaa�aaaaaaa.a,a ,alra,wa. n::;...."...:,...:,.as.:,...a:.,:,-xc,..,.wm,. ................. ,., "........".".".,.. 5 f E! .[ Y°.a?'" EI .raaasmscsarerx^...a....... ... esxsxa e..x.a¢r:.....¢ .a'wcsxemawsxa :I ! PGGG ..,xxarorreax,_.¢,-_...,. v............a x¢,a.zw¢e,.aa¢. ,u''�t' i % tnn'r,c..o. ,monx,'. unrrnvna .wuvwaaa n...,.aa ,moa°.va ....,,..¢ ava,a,,.,. wrv.°,.aesc�8�a ....°,.." ea.a..e°.."..°w aA.Y w . t 1. COORDINATE WITH ARCHITECTURAL DRAWINGS AND FIELD a ! a a i aE G: 1. CONDITIONS FOREXACT FINAL ELECTRICAL DEVICE LOCATIONS. E I. e. —w,�,�,a ��,------ a.,aaaaa,� .aaaaa.a,a .. u 1• is �i ¢v.¢x¢ mw,.'.s_x x m. :¢e¢mv¢r¢em¢:++er..»...,.+sm^tt --"^^^•"•v-wrux,mv¢m s�.,".. a� �&�e g � ��E. � 2. ALL LIGHTING FIXTURES SHALL BE SELECTED BY OWNER OR k;l ARCHITECT AND SHALL BE FURNISHED AND INSTALLED BY g I aeELL 1 ar � COORDINATEROUGH—IN. MOUNTING HEIGHTS, LOCATIONS c .e"................ro .....rww.... askAND REQUIREMENTS PRIOR TO.e ! I g 3. COORDINATE EXACT MECHANICAL EQUIPMENT OVERCURRENT AND DER SIZES WITH MECHANICAL DRAWINGS HVAC CONTRACTOR e: I FEE , AND HVAC EQUIPMENT ON SITE PRIOR TO ROUGH—IN. a R .yE. t E@ aae I Mf a+aa,w ,v.v � ;•,..xuxa n,nm:,,,:,:, ,.,.,.z.',..,,"x,...es,awararwamwwwwm�.._.::w.az.— awx,s. -.u..m......a. ,,,:x.:n:.z ,...n,a:,: - 3 G� n a y e s E 3 ¢..a..'... .,aa,a.,.. .........¢ ......... ,a.a..a..,. .....,a:�. ,ww:a¢,, .,,,.,,,. ..,.,¢.¢a --...as— ,.¢a¢a¢a¢ a¢.¢a¢a¢. .¢,..¢aaa gx i i PROJECT i e� €+} � 8888''. i� I• 0a t �, I (�. 3 4 a "L , .u"x:'.:.n... ...a...a`:¢.' w..+..,...°....-..... a,a"a.axN ..a.ara.aa ..:.:.:.. :.:,..a.a �-a..aaae.e,e --,wawa a:...a.a„. ..>...e..a a„"aaa:,a ...,,....:° ¢.aaaaa .vsv,vaaa.a. .aan. .,.,..a.,:, v¢vwnu.mener-,�°�•s,sa.�v-¢,.u< °.. e,a.•,m>v,n-:rs,;,a wa,a:.s.na,xa vv sq E v.v r....v.v¢..°v,v„, ,..:.. > ,> Se ,,,,,,,:....r,¢......................._. „,,,,,'.,:.,� ..,aa,... ..,. .,a°,°.,. .,,........................................................ ecoos .. .,.,, ... .. . .. I 6 8'� y a8ta i' # ilei � 331' e r e W M l oll o °asic V J 04 ci M w LU M Z *�. 13 s cEE.. k Vit. t tat "ah>a z V a I a .G” s r "E E aaa aee _ xta oaf.„¢ .,,,,,r„ ^....,».,. _...._ � LU m 1 Z 0 E - t E a U ,_.a�«,xaxa.�.x�w.wx,wxawa.a.�.a _ a ..... ,,a �i Al e it _ U� Q ONa.¢a,.aa aan ,•an , _ U�— ... . ...s..>a . ... L`36dE 4 L ti.!�C • li' y W 0 .. ,,,, ,v.- ............................... sa ,> M , ..aro¢ ....., ,>,, , , a g H2 6 H2-14 H2-14 °a waaxnwwa wa . wwwp �..a.a m a H2-1 'Em H —16 H2-1 0 FH2-12 H2-12 'aa• ' �. H ill : oo H2— f. i t I H2—� � ' H —12 . Q a�di 7a I �- I J H2 { ........... . H2-12 � tE 9 LU p ' U 3 1 1 t5 H2-6 H¢—8 J a H2-6 2-8 Ll.l aww H2-6 H2-160j9 q 2-8 �litI� .. U f # E a°caa°.°cg w-e�.eoras� 4 83333 ¢ rt H2"RA8 8� � „r 7sa 3111 41 t€ a. 1,5 ,,,,, H2i.,:¢ .w¢.¢.¢...:,... H2 8 ” ® @ � EI-883 °��>, � "`i, s s i H E• Ilf 3 jfi _ �Jl I EM-43 tl, °' !� `��litti�/�� l y�yyy EE i 0 �m....,°a°.,... ,.,, >, ,,.•°.°, .,n..w.a°,,.,a>a '91i3.U�!a�t'I�€skfe. :€��a�6� ac.. �gg8 „ ;p� r. ¢., .¢xw¢n.x �.�A4:61 ��€F � �` � r �� r«,.� r et.,r °ae� � ♦ w � � .,n ........... ...nw.....¢... � g � " • IN 1 da 8� ! { I • x.x...a.a.a.M< __.n. , . a„ >¢ ¢Iitttn«,,.,,n,. ,w,. nrwn,.F,tnwtc,Hc.vae Eer*.aa:.c., ea:.aaGlay.eva.a:. �••a N r,r ¢ ,.¢.¢.¢.¢¢.ar¢„ / 'fL 609 s� n. ,n..¢, ................. Ry REVISIONS: as # DATE DESCRIPTION THIRD FLOOR ELECTRICAL PLAN 05(22113 SUBMIT Ss SCALE: 3/16"= 1'-0” DRAWN BY: 4y �g CHECKED BY: DATE: MAY 22,2013 2 k SHEET: s �a e' 3g E103 Elite Universal Job No. 08009 I i NI ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniversal.net AA26001476 I CA27623 ®Copynght 2013EGl9 Univen;al,Inc. All Ri t9 ReserveC. CONSULTANT ELECTRICAL SPECIFICATIONS ��To PSE rr sspE nc FoR �o rea r�UIREMSM.) RISER REFERENCE NOTES GEN ELECTRICAL SERVICE LOAD SUMMARY ❑1 W.P. METER CAN 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE ❑2 UTILITY COMPANY PAD MOUNTED TRANSFORMER WITH CONCRETE HOUSEKEEPING PAD FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRICAL CODE, NFPA 101, ALL LOCAL CONSTRUCTED PER UTILITY COMPANY. FIELD VERIFY THE EXACT LOCATION PRIOR TO BIDDING. CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND LOCAL TELEPHONE AND SECONDARY VOLTAGE IS 120/240V 30, 4W. TELEVISION COMPANY STANDARDS. 8,432 SQUARE FT. X 3W = 25,296 VA LIGHTING/RECEPTACLE LOAD 2. ALL WIRE SHALL BE COPPER TYPE "THHN" FOR SIZES UP TO #8 AWG AND TYPE 1500 X 4 = 6000 VA SMALL APPLIANCE ❑3 GROUNDING INSTALLATIONS SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL "THWN" FOR #6 AWG AND LARGER (UNLESS OTHERWISE NOTED), MINIMUM WIRE 1500 X 4 = 6000 VA LAUNDRY CODE. FOR A GROUNDED SYSTEM AT A SEPARATE BUILDING OR STRUCTURE, INSTALL PER SIZE SHALL BE #14 AWG. LOAD CENTER & SERVICE FEEDERS MAY BE ALUMINUM. 5000 X 2 = 10000 VA WATER HEATER NEC 250.32 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING 1400 X 3 = 4200 VA REFRIGERATOR ® 120/240V 30, 4W NEMA 3R, 22KAIC 400AMP MAIN DISTIBUTION PANEL, BOND PER N.E.C. CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 1030 X 2 = 2060 VA DISHWASHER OF THE N.E.C. ❑ 5 CUSTOMER SHALL SUPPLY PULL STRING AND #6 GROUND WIRE PER UTILITY COMPANY 690 X 2 = 1380 VA DISPOSAL 4. WHERE CONDUIT IS USED, ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL 8000 X 1 = 8000 VA ELECTRIC OVENS REQUIREMENTS. BE CONCEALED AND SHALL BE TYPE E.M.T. WITH SET SCREW STEEL CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, 9600 X 3 (66% TABLE 220-55) = 19008 VA RANGES/COOKTOPS 6 120/240V 10, 3W NEMA 1, 22KAIC 200 AMP SOLID NEUTRAL AUTOMATIC TRANSFER SWITCH. 1 SHALL BE SCHEDULE 40 P.V.C. ALL CONDUIT SHALL BE CONCEALED. THE USE 1630 X 2 = 3260 VA MICROWAVE ❑ REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. 1800 X 1 = 1800 VA CENTRAL VAC OF METAL CLAD CABLE (MC) AND NON—METALLIC SHEATHED CABLE (NM) IS PERMITTED ON THIS PROJECT WHERE ACCEPTED BY THE AUTHORITY HAVING 340 X 1 = 340 VA MINI REFRIGERATOR ❑7 45KW GENERATOR, WITH INTEGRAL 120/240V 10, 3W NEMA3R 22KAIC, 200 AMP ENCLOSED JURISDICTION. THE METAL CLAD CABLE AND NON—METALLIC SHEATHED CABLE 400 X 2 = 800 VA RANGE HOOD CIRCUIT BREAKER. NATURAL GAS DRIVEN GENERATOR. SHALL BE PROVIDED AND INSTALLED PER ALL STATE, LOCAL, AND INTERNATIONAL 540 X 1 = 540 VA WINE COOLER CODES, AS WELL AS PER THE MANUFACTURER'S RECOMMENDATIONS. ALL WIRING �g 8 CONTRACTOR SHALL COORDINATE EXACT ELEVATOR LOADS REQUIREMENTS AND PHASING PRIOR AND CONDUIT SHALL BE CONCEALED. _ TO CONSTRUCTION COMMENCING. IF ELEVATOR(S) ARE TO BE INSTALLED, CONNECT TO PANEL V00 0 2 1 HP (2) — 6400 VA JACUZZI TUB 10,,0000 0 10 HP 10000 VA WELL PUMP "MDP" WITH PANELBOARD MATCHING CIRCUIT BREAKERS. 5. FINAL LOCATIONS OF RECEPTACLES, TELEVISION OUTLETS CONTROL CIRCUITS, e HP = COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES ARE DIVOT ONE O 10 HP = 14000 VA POOL EQUIPMENT PANEL AND HEATER PART OF THIS DRAWING AND ITS DONE BY OTHERS. COORDINAE WITH OWNER'S INTERIOR ARCHITECT 5000 X2 (65% TABLE 220-54) = 6500 VA ELECTRIC CLOTHES DRYERS 6. DRAWINGS ARE DIAGRAMMATIC — CONTRACTOR SHALL REFER TO ARCHITECTURAL LANDSCAPE LIGHTING = 6,000 DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. WIRE AND CONDUIT SCHEDULE.87 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL �tl SUB TOTAL = 131,584 VA LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK COPPER CONDUCTORS (U.O.N.) NECESSARY FOR THE COMPLETE EXECUTION OF THE WORK AS SHOWN ON THE SYMBOL DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED 1000100% _ 10,000 VA PER/PHASE NEUTRAL COPPER GROUND CONDUIT TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY REMAINDER 040% 48,634 VA THE DESIGN INTENT OF THE WORK AND COMPLY WITH ALL APPLICABLE CODES AND a LARGER OF HEAT/A/C = 75,000 VA HOUSE LOAD = 206,584 VA � REGULATIONS. (2) 42PARALLEL SETS 2PARALLGL SETS 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF MAIN PANELS, LOCATIONS a OF SUB—PANELS, LOAD CENTERS, CIRCUITING AND OTHER WORK. PRIOR FIELD TOTAL = 133,634 VA 240 V. 30 AMPS = 321 AMPS // VERIFICATION OF ALL DIMENSIONS ARE REQUIRED. RISERS ARE SHOWN PROJ \ --- --- X3/0 AWG CU 1" DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING. E T RA 9, THIS DRAWING ONLY COVERS THE MAIN SERVICE, SUB—PANELS, AUTOMATIC PROVIDE MAIN AT 400 AMPS 0 240 V, 30 4W ELECTRICAL SERVICE TRANSFER SWITCH, AND GENERATOR SIZING. ALL INTERIOR PANELS SCHEUDLES, C,_/ BELDEN CABLE ___ (12) #12 CU (2) 1 FOR START CIRCUIT CIRCUIT BREAKERS AND HOME RUNS FOR HOUSE/CABANA ARE DONE BY OTHERS. BACKUP GENERATOR 0 45KW FOR 200 AMP EMERGENCY PANEL (OPTIONAL 10. ANY PENETRATIONS MADE THROUGH A BARRIER WALL FIRE RATED ASSEMBLY SHALL CALCULATIONS—DWELLINGS (ARTICLE 220, PART III)) �: #3/0 AWG CU #3/0 AWG CU #6 AWG CU 2" BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NEPA. U,J M NOTE: ALL HIGH—LEG CONDUCTORS MUST BE PROPERLY IDENTIFIED. UTILIZE ORANGE 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH EQUIPMENT PROVIDED AND W N IDENTIFICATION, OR SOME OTHER EFFECTIVE MEANS PER NEC 110.15 AND 230.56. THE " �+ FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS M � MAIN DISTRIBUTION PANELBOARDS CONTAINING A 4—WIRE, DELTA—CONNECTED SYSTEM �� 2 AWG CU 2 AWG CU 6 AWG CU 1-1/2 WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO = —� C, WHERE THE MIDPOINT OF ONE PHASE WINDING IS GROUNDED (HIGH—LEG SYSTEM), MUST CONSTRUCTION. J w LU m BE LEGIBLY AND PERMANENTLY FIELD—MARKED WITH THE FOLLOWING: "CAUTION: B PHASELU 12. CONTRACTOR SHALL COORDINATE THE ELECTRICAL, TELEPHONE, AND TELEVISION = z U �$ HAS 240V TO GROUND PER NEC 408.3(F). ¢ Q SERVICE ENTRANCE WITH THE LOCAL UTILITY PRIOR TO BIDDING. _ N01E: IT IS RECOMMENDED TO UTILIZE 240V 30 HVAC EQUIPMENT. CONTRACTOR SHALL o w w U Qom PROVIDE ADDITIVE ALTERNATE PRICING TO FURNISH AND INSTALL 240V 30 HVAC EQUIPMENT Q o 0 1� IN LIEU OF PRESENTLY SCHEDULED EQUIPMENT. Uj 00ZQ OD J a 80 8g 5� g� g� • INTERIOR MAN HOUSE PANELS' 8 Z ❑ LANDSCAPE POOL Q j J 4 PANEL $� LIGHTING EQUIPMENT � 400 AMP PANEL PANEL PANEL PANEL PANEL 100 AMP 100 AMP Ka © Y •Hi• •H2. .O. M.C.B. 'EM' EM M.C.B. M.C.B. , s 120/240V SECT. 1 SECT. 2 200 AMP 200 AMP 200 AMP 120/240V 120/240V 1 N M.L.O. M.L.O. M.L.O. 200 2 < Z 30, 4W 4 200 AMP 200 AMP 120/240V 120/240V 120/240V 1�, 3W 1�, 3W W.P. / Q O 0 200A/2P 200A/2P M.L.O. M.L.O. 1�, 3W 10, 3W 10, 3W E ❑2 5-1/2" MAX 200A/2P 200A/2P E 120/240V 120/240V 4' MIN 100A/2P 100A/2P 10, 3W 10, 3W GENERATOR U J J HEATER U) G N 3 4 131-8 j s x SCHEDULE 40 ❑3 BOND 4 4 4 5 5 P PVC CONDUIT G1-10 J J . ., 2» s Q A k A 4 P gr ::'::;:-• :: :: — GENERATOR,.. :h 1 1 MIN BATTERY V NO BOND 2 LTJ � 2 4 LLI Pa 9.9 n p #6 AWG IN 3/4" CONDUIT TO T.T.B. ••'• "" j AND SECURITY PANEL. e " BUILDING •"••` � � 9Si 1A (1) #3/0 CU GROUND IN 1 STEEL ge CONDUIT TO 5/8'x30' CU CLAD •: F w R GROUND THREE POINT GROUND FIELD, 2 • METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BLDG STEEL. 2 9 SER DIAGRAM ELECTRICAL RI REVISIONS: # DATE DESCRIPTION METALLIC CONCRETE 05122113 SUBMIT x8 WATER PIPE - ENCASED NTS ELECTRODE DRAWN BY: 'K CHECKED BY: �g a� DATE: MAY 22,2013 c?s SHEET: E201 a� Elite Universal Job No. 08009 ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22KAIC RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22KAIC www,eliteuniversai.net PANEL "EM" PANEL "EM" AA2800h1,3 A27w SECT. 1 SECT. 2 ©Copyright 2013 EFte Universal,Inc. All RI Is ResenreG. SERVICE 120/240V, 10, 3W MOUNTING SURFACE TYPE SQ. D OR EQUAL SERVICE 120/24OV, 10, 3W MOUNTING SURFACE TYPE SQ. D OR EQUAL CKT EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT. BKR. BRANCH CIRCUIT CONSULTANT NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND COND NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE I TR 0 NEUT GND COND 1 SMOKE DETECTORS 1 20 12 12 12 1/2- A 2 BEDROOM LIGHTING 1 20 12 12 12 1/2- 43 STAIRWELL LIGHTING 1 20 12 12 12 1/2' A 44 CU-1 2 20 12 -- 12 1/2- 3 2"3 BEDROOM LIGHTING 1 20 12 12 12 1/2- B 4 BEDROOM CEILING FANS 1 20 12 12 12 1/2- 45 STAIRWELL LIGHTING 1 20 12 12 12 1/2- B 46 ---- -- -- 12 I 5 BEDROOM RECEPTACLES 1 20 12 12 12 1/2" A 6 1 BEDROOM CEILING FANS 1 20 12 12 12 1/2" 47 SPACE A 48 CU-2 2 60 6 -- 6 1" 7 BATHROOM LIGHTING RECEPS 1 20 12 12 12 1/2- B 8 IBEDROOM RECEPTACLES 1 20 12 1 12 12 1/2" 49 SPACE 8 50 ---- -- -- 6 9 SMOKE DETECTORS 1 20 12 12 12 1/2- A 10 BEDROOM CEILING FANS 1 20 12 12 12 1/2- 51 SPACE A 52 CU-3 2 60 6 -- 6 1" 11 KITCHEN LIGHTING 1 20 12 12 12 1/2' B 12 RINNAI WATER HEATER 1 20 12 12 12 1/2' 53 SPACE B 54 ---- -- -- 6 13 KITCHEN LIGHTING 1 20 12 12 12 1/2 A 14 REFRIGERATOR 1 20 12 12 12 1/2" 55 SPACE A 56 CU-4 2 60 6 -- 6 1" 15 ISPACE B 16 BEDROOM CEILING FANS 1 20 12 12 12 1/2" 57 SPACE B 58 ---- __ __ 6 j 17 BEVERAGE COOLER 1 20 12 12 12 1/2- A 18 1 RINNAI WATER HEATER 1 20 12 12 12 1/2- 59 SPACE A 60 CU-5 2 15 12 -- 12 1" I 19 BEVERAGE COOLER 1 20 12 12 12 1/2- B 20 SPACE 61 SPACE B 62 ---- -- -- 12 I 21 REFRIGERATOR 1 20 12 12 12 1/2- A 22 SPACE 63 SPACE A 64 SPACE 23 FREEZER 1 20 12 12 12 1/2- B 24 SPACE 65 AHU-1 2 30 10 -- 10 3/4- B 66 SPACE 25 DISHWASHER 1 20 12 12 12 1/2- A 26 SPACE 67 ---- -- -- 10 A 68 SPACE 27 DISPOSAL 1 20 12 12 12 1 2" B 28 ISPACE 69 AHU-2 2 35 8 -- 8 1" B 70 SPACE 29 KITCHEN RECEPTACLES 1 20 12 12 12 1/2- A 30 SPACE 71 ---- -- -- 8 A 72 SPACE 1 31 KITCHEN RECEPTACLES 1 20 12 12 12 1/2" B 32 SPACE 73 AHU-3 2 35 8 -- 8 1" B 74 SPACE 33 KITCHEN RECEPTACLES 1 20 12 12 12 1/2" A 34 SPACE 75 ---- -- -- 8 A 76 SPACE 35 COOKTOP 2 50 6 6 6 1" B 36 SPACE 77 AHU-4 2 35 8 -- 8 1" B 78 SPACE I 37 ---- -- -- 6 A 38 SPACE 79 ---- -- -- 8 A 80 SPACE e 39 DOUBLE OVENS 2 50 6 6 6 1" B 40 SPACE 81 AHU-5 2 30 10 -- 10 3/4- B 82 SPACE 41 — 6 A 42 SPACE 83 ---- -- -- 10 A 84 SPACE REMARKS:` — ALL RESIDENTIAL UNIT ELECTRICAL PANELS SHALL HAVE — PROVIDE GROUND BUS & NEUTRAL BUS REMARKS; ALL RESIDENTIAL UNIT ELECTRICAL PANELS SHALL HAVE — PROVIDE GROUND BUS & NEUTRAL BUS LOCKABLE DOOR. — PROVIDE TYPE WRITTEN DIRECTORY LOCKABLE DOOR. — PROVIDE TYPE WRITTEN DIRECTORY — CONTRACTOR SHALL COORDINATE EXACT CIRCUIT BREAKER — PROVIDE ARC FAULT BRANCH CIRCUIT BREAKERS FOR ALL — CONTRACTOR SHALL COORDINATE EXACT CIRCUIT BREAKER SIZE AND BRANCH CIRCUIT SIZES BEDROOM CIRCUITS PER NEC 210.12 SIZE AND BRANCH CIRCUIT SIZES — PROVIDE ARC FAULT BRANCH CIRCUIT BREAKERS FOR ALL BEDROOM CIRCUITS PER NEC 210.12 — PROVIDE TAMPER—RESISTANT RECEPTACLES PER NEC 406.12. — CU & AHU ARE NON—COINCIDENTAL LOADS — PROVIDE TAMPER—RESISTANT RECEPTACLES PER NEC 406.12. — CU'S & AHU'S ARE NON—COINCIDENTAL LOADS — REFER TO UNIT LOAD CALCULATIONS FOR PANEL KW—LOAD — REFER TO UNIT LOAD CALCULATIONS FOR PANEL KW—LOAD g INFORMATION. 42 CIRCUITS INFORMATION. 42 CIRCUITS 1� x RATING200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22MC RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22KAIC PROJECT PANEL •H1• PANEL •H2• y SERVICE 120/240V, 10, 3W MOUNTING SURFACE TYPE SQ. D OR EQUAL SERVICE 120/240V, 10, 3W MOUNTING SURFACE TYPE SQ. D OR EQUAL CKT EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT. BKR. BRANCH CIRCUIT NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND COND NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE7 TR 0 NEUT GND COND 1 FAMILY ROOM LIGHTING 1 20 12 12 12 1/2 A 2 EXTERIOR LIGHTING 1 20 12 12 12 1 2" 1 BEDROOM RECEPTACLES 1 20 12 12 12 1/2- A 2 COVERED PORCH RECEPS AND LIGHTING 1 20 12 12 12 1 2" 3 FAMILY ROOM RECEPTACLES 1 20 12 12 12 1/2- B 4 EXTERIOR LIGHTING 1 20 12 12 12 1 2" 3 BEDROOM LIGHTING 1 20 12 12 12 1/2- B 4 COVERED PORCH RECEPS AND LIGHTING 1 20 12 12 12 1 2" LLJ 5 BATHROOM LIGHTING RECEPS 1 20 12 12 12 1/2" A 6 PORCH LIGHTING 1 20 12 12 12 1/2n 5 BEDROOM LIGHTING 1 20 12 12 12 1/2- A 6 PATIO AREA RECEPS AND LIGHTING 1 20 12 12 12 1 2" N 7 BEDROOM LIGHTING 1 20 12 12 12 1/2- B 8 PORCH CEILING FANS 1 20 12 12 12 1/2" 7 BEDROOM RECEPTACLES 1 20 12 12 12 1/2' B 8 PATIO AREA RECEPS AND LIGHTING 1 20 12 12 12 1 2" N $� 0 J �9 9 BEDROOM RECEPTACLES 1 20 12 12 12 1 2" A 10 PORCH RECEPTACLES 1 20 12 12 12 1 2" 9 BATHROOM RECEPS AND LIGHTING 1 20 12 12 12 1 2" A 10 BATHROOM RECEPS AND LIGHTING 1 20 12 12 12 1 2" 11 LIVING ROOM LIGHTING 1 20 12 12 12 1/2" B 12 PORCH RECEPTACLES 1 20 12 12 12 1 2" 11 BATHROOM RECEPS AND LIGHTING 1 20 12 12 12 1/219 B 12 PENTHOUSE LIGHTING 1 20 12 12 12 1 2" w m 13 LIVING ROOM RECEPTACLES 1 20 12 12 12 1 2" A 14 POOL LIGHTING RECEPS 1 20 12 12 12 1 2" 13 BEDROOM LIGHTING 1 20 12 12 12 1 2" A 14 PENTHOUSE LIGHTING 1 20 12 12 12 1 2" _ w 3f 15 DINING ROOM LIGHTING 1 20 12 12 12 1 2" B 16 SPACE 1 20 12 12 12 1 2" 15 BEDROOM RECEPTACLES 1 20 12 12 12 1 2" B 16 PENTHOUSE RECEPTACLES 1 20 12 12 12 1 2" = o w w 17 GAME ROOM LIGHTING 1 20 12 12 12 1 2" A 18 SPACE 1 20 12 12 12 1 2" 17 LAUNDRY RECEPS AND LIGHTING 1 20 12 12 12 1/2- A 18 BACK BAR RECEPTACLES 1 20 12 12 12 1 2" V o p v 19 GAME ROOM LIGHTING 1 20 12 12 12 1 2" B 20 SPACE 1 20 12 12 12 1 2" 19 WASHER DRYER COMBO 2 30 10 10 10 3/4- B 20 BACK BAR RECEPTACLES 1 20 12 12 12 1 2" Q N 21 GAME ROOM LIGHTING 1 20 12 12 12 1 2" A 22 SPACE 1 20 12 12 12 1 2" 21 ---- -- -- 10 A 22 BATHROOM CLOSET RECEPTACLES W 0 z 23 GAME ROOM RECEPTACLES 1 20 12 12 12 1/2- B 24 SPACE 1 20 12 12 12 1 2" 23 COVERED PORCH CEILING FANS 1 20 12 12 12 1/2' 8 24 BATHROOM LIGHTING m 25 SPACE 1 20 12 12 12 1 2" A 26 SPACE 1 20 12 12 12 1/2" 25 COVERED PORCH RECEPTACLES 1 20 12 12 12 1/2" A 26 SPACE Q 27 SPACE 1 20 12 12 12 1 2" B 28 SPACE 1 20 12 12 12 1/2" 27 PLAY AREA LIGHTING 1 20 12 12 12 1/2' B 28 SPACE 29 SPACE 1 20 12 12 12 1/20 A 30 SPACE 1 20 12 12 12 1 2" 29 PLAY AREA RECEPTACLES 1 20 12 12 12 1/2- A 30 SPACE 31 SPACE 1 20 12 12 12 1/2" B 32 SPACE 1 20 12 12 12 1 2" 31 PLAY AREA RECEPTACLES 1 20 12 12 12 1/2- B 32 SPACE 8 33 SPACE 1 20 12 12 12 1/2n A 34 SPACE 1 20 12 12 12 1/2- 33 HALL RECEPS AND LIGHTING 1 20 12 12 12 1 2" A 34 SPACE 35 SPACE 1 20 12 12 12 1/2' B 36 SPACE 1 20 12 12 12 1 2" 35 FAMILY ROOM CEILING FANS 1 20 12 12 12 1/2' B 36 SPACE 37 SPACE 1 20 12 12 12 1/2" A 38 SPACE 1 20 12 12 12 1 2" 37 FAMILY ROOM LIGHTING 1 20 12 12 12 1 2" A 38 SPACE s 39 SPACE 1 20 12 12 12 1/2" B 40 SPACE 1 20 12 12 12 1 2" 39 FAMILY ROOM RECEPTACLES 1 20 12 12 12 1/2- B 40 SPACE � 41 SPACE 1 20 12 12 12 1/2" A 42 SPACE 41 FAMILY ROOM RECEPTACLES 1 20 112 12 12 1/2" A 42 SPACE U) 5 S` — ALL RESIDENTIAL UNIT ELECTRICAL PANELS SHALL HAVE — PROVIDE GROUND BUS & NEUTRAL BUS REMARKS:` — ALL RESIDENTIAL UNIT ELECTRICAL PANELS SHALL HAVE — PROVIDE GROUND BUS & NEUTRAL BUS Lij � LOCKABLE DOOR. J — PROVIDE TYPE WRITTEN DIRECTORY LOCKABLE DOOR. — PROVIDE TYPE WRITTEN DIRECTORY 1] — CONTRACTOR SHALL COORDINATE EXACT CIRCUIT BREAKER — PROVIDE ARC FAULT BRANCH CIRCUIT BREAKERS FOR ALL — CONTRACTOR SHALL COORDINATE EXACT CIRCUff BREAKER — PROVIDE ARC FAULT BRANCH CIRCUIT BREAKERS FOR ALL SIZE AND BRANCH CIRCUIT SIZES SIZE AND BRANCH CIRCUIT SIZES 1 — PROVIDE TAMPER—RESISTANT RECEPTACLES PER NEC 406.12. BEDROOM CIRCUITS PER NEC 210.12 BEDROOM CIRCUITS PER NEC 210.12 W — CU & AHU ARE NON—COINCIDENTAL LOADS — PROVIDE TAMPER—RESISTANT RECEPTACLES PER NEC 406.12. — CU & AHU ARE NON—COINCIDENTAL LOADS = — REFER TO UNIT LOAD CALCULATIONS FOR PANEL KW—LOAD — REFER TO UNIT LOAD CALCULATIONS FOR PANEL KW—LOAD g.1 INFORMATION. 42 CIRCUITS INFORMATION. 42 CIRCUITS cn og W z s / a IEL J g Q RATING 200 AMP M.L.O. LUG LOCATION TOP A.I.C. 22KAIC PANEL •G• C) SERVICE 120 240V, 10, 3W MOUNTING SURFACE TYPE SQ. D OR EQUAL CKT EQUIPMENT CKT. BKR. BRANCH CIRCUIT CKT. EQUIPMENT CKT. BKR. BRANCH CIRCUIT V i a NO SERVED POLE TR 0 NEUT GND COND 0 NO. SERVED POLE TR 0 NEUT GND COND LLJ J 1 EXTERIOR GARAGE LIGHTING RECEPS 1 20 12 12 12 1/2- A 2 COVERED BALCONY RECEPS AND LTG 1 20 12 12 12 1 2" s 3 GARAGE LIGHTING 1 20 12 12 12 1/2- B 4 SPACE W 5 GARAGE LIGHTING 1 20 12 12 12 1 2" A 6 BEDROOM RECEPTACLES 1 20 12 12 12 1 2" 7 GARAGE RECEPTACLES 1 20 12 12 1 12 1/2' B 8 IBATHROOM RECEPS AND LIGHTING 1 20 12 12 1 12 1 2" 9 GARAGE RECEPTACLES 1 20 12 12 12 1/2- A 10 BATHROOM RECEPS AND LIGHTING 1 20 12 12 12 1 2" 11 WASHER DRYER 2 30 10 10 10 3/4- B 12 SPACE 9� 13 ---- -- -- 10 A 14 BEDROOM RECEPTACLES 1 20 12 12 12 1 2" c1.Q' •''• 15 BATHROOM LIGHTING RECEPS 1 20 12 12 12 1/2" B 16 KITCHEN LIVING LIGHTING 1 20 12 12 12 1 2" Z ••• 17 GARAGE RECEPTACLES 1 20 12 12 12 1/2" A 18 LIVING RECEPTACLES 1 20 12 12 12 1/2" 09 A� s 19 SPACE B 20 SPACE S 1 21 SPACE A 22 KITCHEN RECEPTACLES 1 20 12 12 12 1/2" M ATF`H • Q' g 23 SPACE B 24 U.C. KITCHEN LIGHTING 1 20 12 12 12 1/2- • ' 25 SPACE A 26 DISHWASHER 1 20 12 1 12 12 1 1 2„ 27 SPACE B 28 DISPOSAL 1 20 12 12 12 1/2" PANEL DIRECTORY # : x� IAL 29 SPACE A 30 SPACE # DATE N 31 SPACE B 32 WASHER DRYER COMBO 2 30 10 10 10 3 4" 0522113 SUBMIT 33 SPACE A 34 ---- __ __ 10 a 35 1 SPACE B 36 RANGE2 50 6 6 1 6 1" I� 37 SPACE A 38 ---- -- -- 6 EM-1 EM-2 39 SPACE B 40 MICROWAVE 1 20 12 12 12 1/2" 41 SPACE A 42 SPACE DRAWN BY: REMARKS:' — ALL RESIDENTIAL UNIT ELECTRICAL PANELS SHALL HAVE — PROVIDE GROUND BUS & NEUTRAL BUS H1 H2 CHECKED BY: LOCKABLE DOOR. — PROVIDE TYPE WRITTEN DIRECTORY DATE: MAY 22,2013 CONTRACTOR SHALL COORDINATE EXACT CIRCUIT BREAKER — PROVIDE ARC FAULT BRANCH CIRCUIT BREAKERS FOR ALL SIZE AND BRANCH CIRCUIT SIZES BEDROOM CIRCUITS PER NEC 210.12 d — PROVIDE TAMPER—RESISTANT RECEPTACLES PER NEC 406.12. — CU & AHU ARE NON—COINCIDENTAL LOADS G1 SHEET: — REFER TO UNIT LOAD CALCULATIONS FOR PANEL KW—LOAD 5 INFORMATION. . 42 CIRCUITS ag E202 Elite Universal Job No. 08009 SPECIFICATION ABBREVIATIONS GENERAL LEGEND GENERAL NOTES ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 A AMPERES ID INSIDE DIAMETER Orlando,FL 32814 ACS AUTOMATIC CONTROL SYSTEM IN INCH OR INCHES D PIPE SECTION-SUPPLY -- sT-- STORM SEWER (BELOW GRADE) 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY 321.251.8096 FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING wwM260te76ICA2sal.net PART 1 GENERAL PART 2 PRODUCTS AD ACCESS DOOR INSUL INSULATION AUTHORITIES. AAzsooinTs I cA2�s23 PIPE SECTION-RETURN ST STORM SEWER (ABOVE GRADE) ®Copydghi 2013 Elite Univerwl,Inc. All R'his Reserved. 1.1 SECTION INCLUDES 2.1 PIPE HANGERS AND SUPPORTS AFF ABOVE FINISHED FLOOR IPS IRON PIPE SIZE APPROX APPROXIMATELYEO STORM EMERGENCY OVERFLOW PIPING 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CONSULTANT A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION A. MANUFACTURERS: INV INVERT ELEVATION DIRECTION OF FLOW IN PIPE CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AP ACCESS PANEL --GR-- GREASE SEWER BELOW GRADE 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL KW KILOWATT ( ) AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND REQUIREMENTS. 1. B-LINE. ARCH ARCHITECTURAL PITCH PIPE DOWN IN DIRECTION OF ARROW FIXTURES ACTUALLY INSTALLED ON THE SITE. 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING AUTO AUTOMATIC L LENGTH GR GREASE SEWER (ABOVE GRADE) EQUIVALENT PRODUCTS. AUX AUXILIARY LB/HR POUNDS PER HOUR 3. PROVIDE CLEAN OUT AT THE BASE OF ALL DRAINAGE STACKS, 1.2 SCOPE A) MICHIGAN HANGER. BHP BRAKE HORSEPOWER LBS POUNDS PIPE UP --AW -- ACID WASTE (BELOW GRADE) CONDENSATE, SANITARY, AND STORM LEADERS. PROVIDE MINIMUM 24" AFF B) PHD. BLDG BUILDING LIN FT LINEAR FEET AW ACID WASTE (ABOVE GRADE) FULLY ACCESSIBLE. A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, PIPE DOWN EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS BTU BRITISH THERMAL UNIT MAX MAXIMUM A O --AV ACID VENT 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE BTUH BRITISH THERMAL UNITS PER HOUR MBH THOUSANDS, BTUH -- VTR LOCATIONS. SUPERVISION, OPERATION, METHODS AND LABOR FOR THE 2.2 HOT WATER WATER PIPING INSULATIONPIPE ANCHOR BWV BACK WATER VALVE MC MECHANICAL CONTRACTOR --SCW-- SOFT COLD WATER FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL A. MANUFACTURERS: 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE PLUMBING INSTALLATION. CCP CENTRAL CONTROL PANEL MIN MINIMUM = G PIPE GUIDE VENT LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 1. OWENS-CORNING CD CONDENSATE DRAIN NC NORMALLY CLOSED B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND 2. JOHNS-MANVILLE CLG CEIIJNG EJ --G - GAS LINE (BELOW GRADE) 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO 3. KNAUF NIC NOT IN CONTRACT �- EXPANSION JOINT CO CLEAN-OUT NO NORMALLY OPEN G GAS LINE (ABOVE GRADE) INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. B. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS 'K' VALUE .024 ® 75 DEGREES F. COMB COMBINATION NO. NUMBER FLEXIBLE PIPE CONNECTOR LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT COMPR COMPRESSOR POINT OF CONNECTION NEW ARCHITECT OF ANY DISCREPANCIES. BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR C. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN & BONDED NTS NOT TO SCALE TO EXISTING TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. COND CONDENSATE OR CONDENSER --I®� BALL VALVE SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE OD OUTSIDE DIAMETER 8. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, D. INSULATION THICKNESS 1-1/2" CONT CONTINUATION OV OUTLET VELOCITY �_ 0 POINT OF REMOVAL FOR DEMOLITION OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY-FABRICATED. FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED CMU CONCRETE MASONRY UNIT �- CHECK VALVE, HORIZONTAL SWING P PRESSURE INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND 2.3 PIPING: SANITARY SEWER PIPING, ABOVE GRADE CU FI CUBIC FEET PC PLUMBING CONTRACTOR AT DELTA T (TEMPERATURE DIFFERENCE) STANDARD P.D.I. WH-201. s` INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. A. CAST IRON: CISPI 301, SERVICE WEIGHT, NO HUB. CU IN CUBIC INCHES GATE VALVE a PD PRESSURE DROP C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH 1. FITTINGS: CISPI 301 CAST IRON DWV. CW COLD WATER CITY „ti, 9. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS (CITY) PSI POUNDS PER SQUARE INCH -�N BUTTERFLY VALVE SECTION DESIGNATION AS SPECIFIED. MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS 2. JOINTS: CISPI 301 STAINLESS STEEL CLAMPS, MINIMUM 24 GA. WITH 8 D DRAIN LINE PSIA PSI ABSOLUTE A AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT NEOPRENE GASKET. HUSKEY SERIES 4000 OR CLAMP-ALL ONLY. GLOBE VALVE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND EL ELEVATION M-I M-2 SHEET WHERE SECTION APPEARS PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT PSIG PSI GAUGE SHEET WHERE SECTION CUT WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE ELEC ELECTRIC PRESS PRESSURE A INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT 2.4 PIPING: SANITARY SEWER PIPING, ABOVE AND BELOW GRADE EQ EQUAL BALANCING VALVE SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO PVC POLYVINYL CHLORIDE BC HB HOSE BIBB 11. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO ADDITIONAL COST INCURRED. A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. EXST EXISTING R RISE ��- BALANCING COCK PIANS AS POSSIBLE WITH NO CHANGES IN SIZING. 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. EXP EXPANSION RD ROOF DRAIN FD ® FLOOR DRAIN D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE EO EMERGENCY OVERFLOW PIPING REQ'D REQUIRED STRAINER, Y-TYPE AND BLOWOFF VALVE HD O HUB DRAIN 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS INSTALLED IN ACCORDANCE WITH ASTM D2855. ESEW EMERGENCY SHOWER/EYEWASH SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY 'F DEGREES FAHRENHEIT RM ROOM RV PRESSURE RELIEF VALVE (WATER) HEREIN SPECIFIED OR OTHERWISE. OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTORTD ® TRENCH DRAIN SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE 2.5 PIPING: WATER PIPING, ABOVE GRADE ECO EXTERIOR CLEANOUT RPM REVOLUTIONS PER MINUTE 13. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL I WITH MANUFACTURERS RECOMMENDATIONS. , , FC FLEXIBLE CONNECTION RELIEF VALVE PRV PRESSURE REDUCING VALVE --q-- COMPRESSED AIR (BELOW GRADE) NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN f A. COPPER PIPING: ASTM B88 TYPE L HARD DRAWN. SAN SANITARY FCO FLOOR CLEANOUT THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT UNLESS k E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP 1. FITTINGS: ASME 16.18 CAST BRONZE OR ASME 816.22 WROUGHT FD FLOOR DRAIN SMH STORM MANHOLE MAV A COMPRESSED AIR (ABOVE GRADE) PHYSICALLY IMPOSSIBLE (IE: USE OF SANITARY TEE IN A HORIZONTAL CON- DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE COPPER OR BRONZE. FG FINISHED GRADE SPEC SPECIFICATION MANUAL AIR VENT NECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL SCW SOFT COLD WATER --HOR -- HEATING OIL RETURN (BELOW GRADE) USE OF PROJECT g ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT 2• JOINTS: ASTM B32 SOLDER, ASTM 95-5 TA MINIMUM, FLUX ASTM B813. FIN FL FINISHED FLOOR CONNECTION).RT-RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 8828. ST STORM SOLENOID VALVE HOR HEATING OIL RETURN (ABOVE GRADE) THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH FLA FULL LOAD AMPERES OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE FOB FLAT ON BOTTOM TD TRENCH DRAIN --HOS -- HEATING OIL SUPPLY BELOW GRADE) 14. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL e WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL PART 3 INSTALLATION TDH TOTAL DYNAMIC HEAD VALVE OS & Y ( OF THE NATIONAL SANITATION FOUNDATION. FOT FLAT ON TOP REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S 6 COST TO THE PROJECT. FPM FEET PER MINUTE TEMP TEMPERATURE [ CAPPED LINE HOS HEATING OIL SUPPLY (ABOVE GRADE) 15. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES INSTRUCTIONS. FPS FEET PER SECOND TYP TYPICAL WITH LESS THAN 8" MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE 10' EACH SIDE ch F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES B. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER GA GAUGE V VENT LINE -SAN SANITARY SEWER (ABOVE GRADE) FLOOR CLEANOUT ( W OF WATER MAIN OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE co PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL JOINTING DISSIMILAR METALS. " � c14 1 GAL GALLONS VLV VALVE - 0 CLEANOUT 8 MINIMUM CLEARANCE. cY, ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT --SAN - SANITARY SEWER (BELOW GRADE) o CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. GPH GALLONS PER HOUR VTR VENT THRU ROOF 16. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN Q o > g ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING GO GAS OUTLET - DOMESTIC COLD WATER EXTERIOR CLEANOUT CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH = Lu w z U g SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). D. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT GPM GALLONS PER MINUTE W WIDTH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. INTERFERE WITH USE OF SPACE. H HEIGHT W/ WITH BP- BOOSTED PRESSURE DOMESTIC COLD WATER �) HORIZONTAL CLEANOUT ¢ Q 6 17. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON- G. EXAMINATION OF BIDDING DOCUMENTS: HB HOSE BIBB > v m W/O WITHOUT U ¢ p E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. H2O WATER DOMESTIC HOT WATER ITEMS TO BE REMOVED (DEMOLITION) ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING Q N 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS HD HEAD WC WATER COLUMN W T o CAREFULLY AND NOT LATER THAN TEN 10 DAYS PRIOR TO THE TYPES. PROVIDE RATED ACCESS PANELS FOR RATED PENETRATIONS. ( ) F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WCO WALL CLEANOUT e DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO HORIZ HORIZONTAL -- -- DOMESTIC HOT WATER RETURN CWN COLD NANO WATER 18. MASTER METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON CIVIL THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. WG WATER GAUGE DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" Q AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY HP HORSEPOWER WP WORKING PRESSURE --CD-- CONDENSATE DRAIN (BELOW GRADE) CWF COLD FILTERED WATER FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CON- G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND HW HOT WATER INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN TRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. (INC. CLEAN- ACCESS TO VALVES AND FITTINGS s . SHOCK ABSORBER ADDENDUM BY THE ENGINEER. ONLY A WRITTEN HR HOUR CD CONDENSATE DRAIN (ABOVE GRADE) OUTS, INCREASES, BACKWATER VALVES, SHUT OFF VALVES, ETC.) �w INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT HZ FREQUENCY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON I ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH 19. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE METHOD. APPROPRIATE ARCHITECTURAL SECTION. FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. a H. SUBSTITUTIONS I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE 20. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING BUILDING TO ENSURE PROPER SLOPE AND COVER. FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 1. REPRE N PROVIDED BELOW, EACH BIDDER J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING Z W REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND \ 21. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW 0 �-- EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER O K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING LINE' F- z 2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND Q $� EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT AND/OR EQUIPMENT. 22. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR INTAKES. otf BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST OF ZINC RICH PRIMER TO WELDING. / W g TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. 23, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION L. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. DISSIMILAR METALS. (� � Z LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE z OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR z m W S EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS, AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING 24. CONTRACTOR SHALL ROUGH-IN ALL WASTES AND SUPPLIES TO SPECIAL m Ur I CUTS, PERFORMANCE AND TEST DATA OR INFORMATION OF DRAINAGE SYSTEM. EQUIPMENT ACCORDING TO MANUFACTURERS SHOP DRAWINGS AND MAKE Q J I a NECESSARY FOR A COMPLETE EVALUATION. FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM M. RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN BREAKERS WHERE REQUIRED BY CODE. 3. IF THE ENGINEER APPROVES ANY PROPOSED POSITION TO CENTER OF NEW CEILING TILE. z �e SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN K. TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND Q ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. WITH THE MANUFACTURERS RECOMMENDATIONS. UTILIZE COUPLING EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL I- 9 MANUFACTURERS PRE-SET TORQUE WRENCH. PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. <C L1J 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO 0. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE 26. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC W THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS WATER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE U PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. 27. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO RE- W ° 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL WH-201. ACCEPTABLE MANUFACTURERS ZURN, JOSAM, SIOUX FRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF z $� FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BECHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, FOR 12-32 EQUIPMENT INSTALLED. Q s� INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL > i a� FUS PDI-B, 33-60 FUS PDI-C, 61-113 FUS PDI-D. MN BIDDER. 28. PROVIDE 1/2" H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO DISH- WASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT 6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED INSTALLED. AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS SEAL WILL BE DENIED BY THE ENGINEER. 29. WHERE PIPING PASSES THROUGH FOUNDATION WALLS, PENETRATION SHALL BE % LINK-SEAL MODULAR MECHANICAL SEAL OR APPROVED EQUAL. *• •..� >>i v g 1.3 REGULATORY REQUIREMENTS • �'` : '9©O% 30. DISHWASHER CONNECTION TO KITCHEN SINK, PROVIDE RAISED LOOP IN DISHWASHER NO s A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT DISCHARGE PIPING PRIOR TO SINK TAILPIECE OR DISPOSAL CONNECTION a ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND LOOP SHALL EXTEND AS HIGH AS POSSIBLE TO THE UNDERSIDE OF ad • REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. COUNTER TO PREVENT BACKWASH FROM SINK. CONNECT DRAIN TO DISPOSER = 5 5 t + a' OR BAFFLED TAILPIECE AS REQUIRED BY CODE. ; �� • • B. CONFORM TO 2004 FLORIDA BUILDING CODE. C. CONFORM TO 2004 FLORIDA FIRE PREVENTION CODE. 31. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL �� Its:: \ ` ` y D. Z NATIONAL ELECTRIC CODE 2005 EDITION. CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES ►jvff jt ESCRIPTION �e WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL 05122113 SUBMIT OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL 1.4 CUTTING AND PATCHING ENGINEER. �a g A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING 32. PROVIDE 1" INSULATION FOR ALL EXPOSED PIPING IN PARKING ELEMENTS. GARAGE, CORRIDORS, OR WHERE EVER EXPOSED TO THE EXTERIOR. SEE DRAWN BY: NAA B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM SPECIFICATIONS FOR INSULATION SELECTION. CUTTING AND PATCHING WHICH EFFECT: CHECKED BY: MV L 1. STRUCTURAL INTEGRITY OF ELEMENT. DATE: MAY 22,2013 2. INTEGRITY OF WEATHER. 3• EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. 4. VISUAL QUALITIES OF SIGHT. SHEET: 5. WORK OF OWNER OR SEPERATE CONTRACTOR. 3� POOO Elite Universal Job No. 08009 ARCHITECTURE•ENGINEERING•INTERIORS 4798 New Broad Street;Suite 330 Orlando,FL 32814 321.251.8096 www.eliteuniversal.net BRONZE CLEANOUT W6001476 I CA27623 ®Copynght 2013 Enke Universal,Inc. PLUG WICOUNTERSUNK All Rights Reserved. HEAD FINISHED GRADE CONSULTANT SCHEDULE 40 STEEL 9g .� e6PIPE SLEEVE , �� CONCRETE FLOOR OR RATED �, ,�y ,�� .� � �� , ,� MASONRY WALL OR RATED LOOSE CERAMIC u INSTANTANEOUS GAS WATER HEATER SCHEDULE FRAME WALL . FIBER PACKING 16"SQUARE CONCRETE PAD PROPANE GAS VOLTAGE HOT WATER SIZE (IN.). WEIGHT TROWEL SMOOTH AND EDGE MARK INPUT CAPACITY RANGE TEMP. RANGE ( ) (LBS). MANUFACTURER MODEL NUMBER ACCESSORIES 1I8"C.I.BEND 6 t » PROVIDE WITH MOUNTING BRACKETS. 3 HEATERS REQUIRED. 3 FL E GWH-1 199,000 BTUH 120 0.6 TO 9.4 GPM 98'F — 1407 14"W x 25"H x 10 D 46 RINNAI RU98eAND 1 HEATER REQUIRED (FOR 2ND FLOOR) C.I.WASTE LINE LENGTH TO SUIT 3M CAULK CP 25lUL LISTED OR PUTTY 303 J 8 PIPE WASTE LINE 1l8"BEND IF CLEANOUT OCCURS AT END OF LINE G9 H PLUMBING FIXTURE / EQUIPMENT SCHEDULE FLOOR CLEANOUT DETAIL 7,Ts 01 WALL & FLOOR FIRESTOP SYSTEM I NTS 02 .� COLD HOT MANUFACTURER MARK FIXTURE VENT DESCRIPTION °..I.. WPROVIDE ONE PIECE SPUN ALUMINUM WASTE TRAP WATER WATER MODEL — ' WC-1 WATER CLOSET 3" INTEG 2" 1/2" — AMERICAN STANDARD REGULAR MOUNTING HEIGHT FLOUR MOUNTED MAY EXTEND AS BASE WITH,GRADULATED STEPPED PVC WASTE OR VENT TANK TYPE ELONGATED BOOT,AND ADJUSTABLE STAINLESS STEEL 2383.010 SIPHON ACTION JETTED BOWL 1.6 GPF, 10" ROUGH—IN, VITREOUS CHINA, CLEANOUT CLAMPS. SET BASE IN BED OF MASTIC. CADET 3 WITH FLUSH BOWL TANK COVER, TRIP LEVER AND BOLT CAPS. CLOSED FRONT SEAT PLUG RIGHTS SYSTEM WITH SEAT COVER. FOR WALL CONST. REFER TO ARCHITECT'S DRAWING FOR MINIMUM 12" L-1 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" AMERICAN STANDARD REGULAR OVAL COUNTERTOP, SELF RIMMING, 21" X 17", 4" CENTERS VITREOUS CHINA, REF.ARCH.DWGS. I COUNTERSUNK APPLICATION OF VENT PIPE BOOT ABOVE ROOF g� 0419.444SG FRONT OVERFLOW WITH SCOTCH GUARD PROTECTOR, AMERICAN STANDARD COLONY SCREW INSTALLATION WITH ROOFING MATERIAL. o CADET SOFT TWO HANDLE CENTERSET FAUCET MODEL 2275.500, METAL LEVER HANDLES, DRAIN, e CLEANOUT TEE p ge � ROOF INSULATION ..................... „p,m ,,,, , r. G �� m W BT-1 BATHTUB 2» 2» 1-1/2» 1/2 1/2» AMERICAN STANDARD 5 FOOT BATHING POOL, 60» X 32”, RIGHT HAND DRAIN OUTLET, i. ROOF DECK 2461.002 SYMMONS TEMPTROL S-96-2-231—L—X PRESSURE—BALANCING MIXING I z CAMBRIDGE VALVE WITH COMBINATION INTEGRAL DIVERTER, VOLUME CONTROL, i POLISHED S.S. PROVIDE SLEEVE IF ANCHOR PIPE TO ROOF g AMERICAST ADJUSTABLE STOP SCREW, SUPER SHOWER HEAD ARM AND FLANGE, °per „yt ,,,.., $ i. , .,,.uE, �.. ACCESS COVER REQUIRED BY TYPE DECK OR JOISTS WITH PROJECT SINGLE BLADE LEVERHANDLE, INTEGRAL SERVICE STOPS, P—TRAP. I � OF ROOF DECK. U-BOLT AROUND PIPE ' 7 AND ANGLE IRON SH-1 SHOWER 2" 2" 1-1/2" 1/2" 1/2" SYMMONS PRESSURE—BALANCING COMMERCIAL SERIES MIXING VALVE WITH LEVER �k ,. ti ww� _ MINIMUM I2"BELOW ROOF �,g WELDED OR SCREWED II sg C-96-300—B30—VX HANDLE, INTEGRAL SERVICE STOP'S AND ADJUSTABLE STOP SCREW TO ..,...,. TO DECK OR JOIST. TEMPTROL SHOWER LIMIT HANDLE TURN. WALL/HAND SHOWER WITH FLEXIBLE HOSE, IN—UNE VACUUM a SYSTEM WITH HAND BREAKER, WALL CONNECTION AND FLANGE. 30" SLIDE BAR, 2.5 GPM, PROVIDE WASTE LINE 118"BEND AND END 5k,___,�HUBLESS PIPE CONNECTORS SPRAY. OATELY 2213 PVC DRAIN WITH STAINLESS STEEL STRAINER FOR TILE FLOORS. LENGTH TO SUIT / OF LINE CLEANOUT ON CAST IRON PIPE. W Cn SH-1 SHOWER 1/2" 1/2" SYMMONS PRESSURE—BALANCING COMMERCIAL SERIES MIXING VALVE WITH LEVER WYE FITTING WASTE LINE, IF APPLICABLE REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VENT THRU ROOF MINIMUM TEN FEET � M F C-96-300-830—VX HANDLE, INTEGRAL SERVICE STOPS AND ADJUSTABLE STOP SCREW TO HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE,AND ONE LIMIT HANDLE TURN. PROVIDE WITH RAIN SHOWER HEAD. FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1"FIBERGLASS INSULATION WITH ALL-SERVICE JACKET 0 0 > U_ LU S-1 SINK 2" 1 1/2" 1-1/2" 1/2" 1/2" ELKAY DOUBLE COMPARTMENT SINK, 6" DEEP BOWLS, 1 HOLE, #18 GAUGE, TYPE 304 NICKEL FLOW COUNTER ON VENT PFLASHING WITH ROOFINE INSIDE BUILDING G CONTRACTOR.THIN SIX FEET VENT THRU ROOF LOCATION. VERIFY FLASHING AND �. _ Q Q j 2 COMP. LRAD3322 BEARING STAINLESS STEEL, SELF RIMMING. FAUCET: CHICAGO #2300—CP, SINGLE METAL , kf > v m LEVER HANDLE W SIDE SPRAY. PROVIDE ANGLE STOPS SUPPLIES & ESCUTCHEONS. U gCV STAINLESS STEEL CUP STRAINER WITH REMOVABLE BASKET TAILPIECE P_TRAP CONTINUOUS DRAIN FITTING. GARBAGE DISPOSAL: INSINKERATOR BADGER 5XP, & WALL CLEANOUT DETAIL NTS 03 VENT THRU ROOF DETAIL NTS 04 m 00 Q GALVANIZED STEEL, 3/4 H.P., 120V-1 PH, QUIET DURADRIVE INDUCTION MOTOR. I— 6 FLOW s S-1 SINK 2" 1 1/2" 1-1/2" 1/2" 1/2" ELKAY 18 GAUGE SELF—RIMMING (18-8) STAINLESS STEEL, 25" X 22" X 10» DP, 3 HOLE AQUASTAT FOR DLR252210 WITH RIGHT AND LEFT HOLES CAPPED. SINGLE HOLE FAUCET SHALL BE CHICAGO FAUCET CONTROL OF PUMP LUSTERTONE2300—CP SINGLE CONTROL DECK MOUNTED FAUCET WITH 10" INTEGRAL SPOUT, 2.2 GPM, C-CLAMP PIPE HANGER E12 AERATOR. PROVIDE TAILPIECE:, P—TRAYS, SUPPLIES, STOPS AND EXCUTCHEONS, BASKET FOR TOP ANGLE BALL VALVE STRAINER. FOOD WASTE DISPOSER SHALL BE BADGER 5XP, 3/4 HP BY INSINKERATOR. s6 1 LT-1 LAUNDRY TUB SINK 1 1/2" 1 1/2" 2" 1/2" 1/2" FIAT FLOOR MOUNTED SERV—A—SINK WITH WHITE BAKED ENAMEL ANGLE LEGS THAT SLIP INTO FL-1 MOLDED SOCKETS FOR RIGID FRICTION—FIT. A-1 DECK PLATE TYPE FAUCET. REDUCING TEE (OR TEST PLUG �V SERV—A—SINK STOPS AND ESCUTCHEONS. FOR INSERTION OF GAUGE) 318"0 ALL THREAD ROD R 9 _ IN—LINE CIRCULATING s PUMP SEE SPECIFICATION o PLUMBING SPECIALTIES SCHEDULE ADJUSTABLE SWIVEL PIPE HANGER RING DIAL TYPE PRESSURE Q gGAUGE (0-100 PSIG) z FIXTURE WASTE VENT C.W. H.W. MANUFACTURER NO. FIXTURE TYPE CONN. TRAP CONN. CONN. CONN. / MODEL # DESCRIPTION Ur Q a �- Cn Z W J Jg IMB-1 ICE MAKER BOX — — — 1/2" — OATEY 38490 FIRE RATED RECESSED WALL MOUNTED WITH 9 TURN BRASS BALL VALVE WITH I a FIREMASTER WATER HAMMER ARRESTOR. PROVIDE ADJUSTABLE MOUNTING BRACKETS. GAUGE COCK UNION m ID W a CHECK VALVE m WB-1 WASHER BOX 2" 2" 2" 1/2" 1/2" OATEY 38478 FIRE RATED RECESSED WALL MOUNTED WITH 2" DRAIN OUTLET, 1/4" TURN BRASSJ4 —J W Q FIREMASTER BALL VALVES W/WATER HAMMER ARRESTORS, PROVIDE ADJUSTABLE MOUNTING BRACKETS. BAR JOIST BALL VALVE �— _ g _ U WCO-1 WALL CLEAN—OUT SIZE/ JOSAM WITH ROUND COVER PLATE AND SET SCREW. FOR CONTINUATION AND 58890-20 C/)— — — DWG. SIZE, SEE FLOOR PLAN �8 gS ECO-1 EXTERIOR CLEAN—OUT SIZE/ — — — — JOS 2—WAY FITTING SET IN 18" X 18" X 6" DP. REINFORCED CONCRETE BOX. DWG. 58494 PIPE HANGER DETAIL NTS 05 HOT WATER RECIRCULATING PUMP NTS 06 FCO-1 FLOOR CLEAN—OUT SIZE/ — — — — JOSAM WITH COUNTERSUNK PLUG AND CARPET MARKER WHERE APPLICABLE. DWG. 56064-14 EXHAUST OUTLET. DEDICATED UINT FOR RECIRCULATION. FD-1 FLOOR DRAIN SEE PLAN — — 1/2" — ZURN DURA—COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE 9� STANDARD ROUND ZN415B MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B' SEAL POLISHED NICKEL BRONZE STRAINER. PROVIDE 1/2- COLD WATER TRAP PRIMER e CONNECTION a AAV—11 AIR ADMITTANCE VALVE — 1-1/2" — — — STUDOR AUTOMATIC AIR ADMITTANCE VALVE WITH VENTED ACCESS PANEL. LOCATE FULLY -y v` TEC—VENT ACCESSIBLE. _ GWH_1 GWH_1 GWH-1 r s SA SHOCK ABSORBER — — — — — SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA-1: SIZE "A" AIR RELIEF VALVE S Na 650 SERIES WHA-2: SIZE B REFER TO RISER DIAGRAMS FOR ARRESTOR LOCATIONS. 0 ;.� L) TEMPERATURE AND PRESSURE a TPV-1 TRAP PRIMER VALVE — — — 1/2" — PRECISION PLUMBING CORROSION RESISTAN BRASS TRAP PRIMER, 1/2" COLD WATER INLET AUTOMATICALLY RELIEF VALVE AS REQUIRED i REVIS s PRODUCTS OPERATED BY PRESSURE DROP OF 10 PSIG. BY LOCAL CODE (TYP) `& _ _ _ # DATE DESCRIPTION <� PR-500 PRESSURE VALVE ASSEMBLY q » TO REMAIN AT FACTORY 05/22/13 SUBMIT GAS PIPING VB-1 VALVE BOX — — — — — ACUDOR 12 X 12 WALL MOUNTED, FLUSH, NON—RATED ACCESS DOOR. COORDINATE ALL VALVE t t I DEFAULT SETTING. OF-5000 BOX LOCATIONS WITH ARCHITECT PROIR TO INSTALLATION. HOT WATER SUPPLY----q-> I » e r 3/4 o 3/4- COLD - 3/4- °I WATER SUPPLY I _ �———— - - — — t — —1 _ ► I _ — DRAWN BY: NAA g HOT WATER RETURN I t G I I G J CHECKED BY: MV a — -- - - -- DATE: MAY 22,2013 DRAIN VALVEI. _� .l- �►^ —F-- TERMINATE OVER AREA DRAIN, RECIRC. PUMP TYPICAL. 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S � € 6' 92 13 g w _ ` REFERENCE NOTES EE > o� x � € o -- r ,,.�,. ..F � r h € � `s °t�� ___ .,x,a,�a�p, f�°r°,,., ° k� .. I �LLI•�� $ I,. o Q1 1/2" CW, 1/2” HW DN TO FIXTURE. I E a � Z ,,.maven h$a,¢�i 5; sa991 raetdkse, if�Pi:�°, �E�a' Bkf m,.�.,.ma.. ax ,a ..-.. �o l O2 SAN DN THRU FLOOR AND VENT UP. nil 2 `' 1/2" CW DN TO FIXTURE. v 0 / I ,; 1" CW �i ® CW, HW RISER. PROVIDE WITH ISOLATION , 3/4" HW z VALVE AND COORDINATE ACCESS ON m 's WALL WITH ARCHITECT 1 a +.di T ay. aaeae-a, la" t (,�„� y C �^G i I �, �,ercr, S.iE n �; w8 i rT— y �Vry^� i - ! �a' " I 3 VTR , THRtf" R $! It" All 1 # �.. —J .Re•ii .. 3 O ... ,pi' a x 4 l3 is E ,Nt aaaaa4 $ `l' c SEAL �x.x,x,x,x,�xN, ... -:.. t � x:� .. mx.x,., ,,..,,,,, m.x.x, — � ll i ` � �..• •��//' 1 �� f a t f • • i 8 a _ No, Q �as i 6 f • T *. � i k' g of Ah .. is as d' a::=mill!Ee. fi a r� 3' . `Gi§.71, .fie-�€._idE...' `�:"" �' .. ...:. :..:. .x:..:x, ,.„a.a.a,........, ,,....,, ,,.,a, ,.,° ,a:x ,... ,....., e...,.,,.ter t ,,,,,a„aa,f,t ..,., �' � �� S 0 xr... ftr »m , ,.qev >v • -m.,w,.. °a, °a°,°.. a.aax, ,,x:. ..,,x,.,: x„ .. .. x ,,., .x.x.x ,.ma x.x., .xaxaxa. � xa�«a,�.��cx�a, r x,P :.,.. .af:a: , .,.,:,,,, ,. a-.�m� as-a.r wa,w .aa��.a t,,,,, x.x ,r..,., ., ..a.. .,amt x .. ...°x.x .....x ., ��aa€a za9n,�Y $ A a ._. w is t nr,9a�e.�exer...zr.zin ,��, sx :a,..., . ,, ,qtr„ �,� .<r_ .:� .�� ...,rt.�, � s�'(FL�w .ate.,>» ... -x>«x u>� ,...,a.r.:,. .ata ,ii aar., , d eU • -- ..ani,..,a. „,, r ,x., e,.,.,.,, m,x,,.,. ,m«ax.rt<rt�t: , ..�.�, ,,,�.a,am� ,,,,,,p,. r,, ,,�.,,.,.,• .,,....,.a � /S IONS: g� WC IPTION s g 0 1 SUBMIT >5 �5 DRAWN BY: NAA a� CHECKED BY: MV a� DATE: MAY 22,2013 SHEET: Pag _z ax 103 PLUMBING LEVEL 3 FLOOR PLAN Elite Universal Job No. - SCALE: 3/16"=1'-0" 01 08009 ' ARCHITECTURE-ENGINEERING-INTERIORS 4798 New Broad Street;Suite 330 3" VTR Orlando,FL 32814 321.251.8096 I www.eliteuniversal.net AA26001476 I CA27623 0 Copynght 2013 Elite Uriverwl,Inc. All Rights Reserved. 's Wc-1 " CONSULTANT 3" 1L-1 3/4" CW BT—1 Lr 1/2- HW 2nd FLR WC-1 1/2- CW 1/2- HW 1/2- CW WB-1 lL-1 l " 3/4" CW 3" VTR 3 1/2- CW 1/2„ CW l.l 3/4" HW 1/2" HW 1/2a CW 1 CW 1 2nd FL /I WC 1 3/4" HW ` L-1 — JSH 1 e ` ' 114 3/4" HWRSH 2�� SH_1 I r 3" gW —1 1 1 3" 3" 2nd FLR . , 2nd FLR l FD-1 WC--1 I 3rd FLR H 3" 2 3" 1�1 3" in CW m Wc_1 1" HW WB-1 1 st FLR 0 1 st FLR /001" 4 1 st FLR 1/2- CW �J WB-1 4" M 3 3» Wc— p WB-1 _ FD_1 1/2" HW1 a 1/2" CW- 1 W 1 st FLR 3/4" CW 1st FLR 3/4 HW 0 1st FLR <> 2nd FLR< 1st FLR ' B_1 3/4" CW 1.1 me 1=1 1st FLR W 3/4" HW WC-1 4" „ AV " LJ_L �� r r a 1/2 CW A a FD 1 4 4 1/2" CW 1/2" HW k C 1/2- HW 1/2n CW 1/2 ` 1 I PROJECT HW SH-1 8v 4a st FLR 3/8" g 4a 2nd FLR BT-1 J s IMB-1 J 4" SANITARY SEWER BELOW GRADE S 1=1 FOR CONTINUATION SEE CIVIL DRAWINGS. a 4» D/W in CW 3/4" CW f WCO 1" HW WC-1 1/2- HW M W 2nd FLR c, 1st FLR 1 1/2" CW C/) N WC-11 1 1/4" HW o M — 3" VTR 3» w m LU HWH-1 l 2nd FLR RINNAI — TANKLESS WATER HEATER BT-1 U j v m 3a 2nd FLR F��. » 4" RU98e (REU—KB3237WD—US) 'Q o O 0 tV JLC 2 ,1-1_ W � Qz a01 1st FLR _ 2" CW I m 31d FLR ` WC-1 3/4" HW WC_1 3rd FLR l 2nd FLR 1 st FLR« WC-1 3a 2nd FLR 3" WC 1 1/2" CW 1 1/2- HW c>2nd FLR 9 1 1/2' CW 3 4 1 1/4- HW 3/4- CW 2nd FLR 3" 1/2" HWIc 2 CW m 1 st FLR 9� 4» WC_1L—] 1 1 1/2- HW WC-1 J 1st FLR a 3 < �:�2nd FLR 3/4" HW 3" / WC 1 �1i-1 s o 1/2 CW a 1 st FLRSHUT—OFF VALVE AND WATER 1/2- HW gLr^k 1st FLRMETER IN CAST IRON ACCESS 2" CW 3/4" CW l z U) BT-1 BOX FLUSH WITH PAVEMENT. 1» Cyy 1 1/2„ Hyy 3/4" HW 1Or- 3/4a HW J•_1 W 3/4" HWR 3/8" U) IMB-1000 J - ' ' 2" POTABLE CW SUPPLY BELOW a +� GRADE, FOR CONTINUATION SEE 1/2" CW Type of Appliance Condensing,Tankless Temperature controlled,continuous flow; Controller MC-91-2US(included) a gas not water systt�rrrlEnergy r qualmeii Deluxe controller MC l0oV•1U$(pptionai) CIVIL DRAWINGS. c—, 1/2- HW Bathroom controller:BC-10QV-1 US(optional) V—1 e RinnBi model number REU-KB3237WD-US MCC-91-2US(optional;for Rydronlc and comercial applications)' Oporaition l Installation Forced combustion,outdooronlyController'Cable, Non-polarized two-core cable,minimum 22 AWG 1 1/2' CW MinimurrJMaximum bas Rate(Input): 15,2D0-199000 8TUk1 Safety Devices + Flame failure-Flame Rod . Remaining flame(Orli) 1 1/4- HW TT 1 st FLR Electrical Appttance; AC 120 Volts-60 Hz Soiling protection . Thermal fuse / a Temperature Controller: DC 13lts Vo + Combustion fan rpm check + Automatic frost protection 1 1/2' CW f' Electrical Consumption Normal 83 w Standby 2 w. Anti"frost prcleetion: 1,58 w • Over current-glass fuse r 1 1/2' HW z Ignttien system Direct electronic ignition Clearances front Combustible-s « TOP f heater-12 inches • Back of heater-0 inches . Front{Panel}-24 Inches • Bottom ofheater-12 inches 3/4' HWR, s= Not Water Capacity Minimum flow.raft:0.28 QPM' + Front(Exhaust 24 inches + Sides of heater'-8 inches Minimum activation flow rate 04 GPM )_ .� Maximum flow rate:9 8 GPM Clearances froth Non-combustibles . Top of heater,2 inches . Back of heater-p inches 3/4" CW A Temperature 981-130°'F(factory default) Maximum temperature is selectable at 24 inches required for serviceability + Front(Panel)-0 inches + Bottom of heater-2 inches • Front(Exhaust)-24:inches + Sides of heater-l/fl inch g 1zo°Far at 140°F ea°-las°F available with the MCC-91-2 tit.:, 3/4 HW SEAL x controller for commercial and hyd ronic applications Nein.I Max. Gas Supply Pressure Natural Gas'. min 5'WC- Max 10.5"W C. " , A = 120°F(factory default or 140°P Propane Gas: min 8"W.G. max 13.5"WC, 1/2- CW e• Temperature(without remote) } Manifold Gas Pressure(inches W.C.) Natural Gas: high fire 3.0" W.C. low fire 0.48" W C. � / » � eev •••[�/� 0. Approved One Types Natural or Propane(ensure unit matchesgasfype) t 1 1 4 CW j$ Propane Gas: high fire 3.5" W,C, low fire 0.50" W.C. „t 1/2", HW • \ 01 Energy factor(EP) Natural Gas:0.95 Propane:0,95 1" HW 3/4" HWR WC_1 :• •: �Q NDx Complies with South Coast AU Quality Management District 14 ngt l or r ♦ • • Service Connections Gas supply 3r4 inch MNPT 20 ppm NOx emission levels WEATHER PROOF PIPING THRU • so CHotold water inial $14 inch MN Pt Limited Haat exchanger:12 ears"for residential,10 ears for residential and space neaten aril 5 ar,"'for WALL. PROVIDE PIPE SLEEVES. ` = # 5 outlet 3f4tnchMNPT YY 9. Ye � Warranty commerclat All other{{tarts.5 years',Labor,1 year, � �_. � '� • * � • Isolation&Pressure Relief Valves Included. Heavy duty forged brass Webstone Isolator valves EXP E2,certified ('3 years if used as a circulating water heater within circulation loop,.when the water heater is in II�t �t�1 v7 ,�@ • to NSFIANSI 81-8 for potable water series with a circulation system'and all Circulatl water flows through the water heater,and where an /I ~O • -` — p '� g �wyEXTERIOR WALL � • � S Water Flow"Control Water flow sensor,electronic water control and by-Pass control squastat/thermostat,tinter,or an on-demand recirculation system is not incorporated.) i Refer to the manual for complete warranty information, •• • u M111mum/Maximulm Walter Supply Pressure Is-150 PSI t80 PSI or above is recommended for maximum flow)' i _ + 7ootzaQ CW 70.5lb(32 kg)m 4(1Q,1) 0. (575) -d .rt61 3/ » HW . e # CRIPTI ONd / 1aD ) 8) 0 HWR3/4 c 0512ti13SUBMIT $D BT-1 E Ca!1+ t < e 5 7 D Y F T .t -..m �.«.-H- h A, ' i 4 3' so r I u. A'. 4 D _Y.I'-r-. °-� -r '- -sa--C -si M C' Dim lmtws(MM) DIM Inane(mm) (3)— — --3- ... s A(GAS) Y 6(40,2). E 2 2(56.3) _HWH 1 3 D _ } d -(--'rt -� {-�-.•'C�. r vT- li f A.LG44D). 2.Q tS0:.23 P 2,3 t5@31: DRAWN BY. NAA a - a ( A(+ 7F) 6t<t.z, sQ„2T2i RINNAI — TANKLESS WATER HEATER 2.0 RU98e (REU—KB3237WD—US) DATE: MAY zz,zots ;_8`a-x ^' t r r AteON10ENSATE 0.5122,4) �! 20160). CHECKED BY: MV a 7 D w .:; .a. S i i OUTLET?. Sg ._rig - >t'�. $ __._.� ._� r' y. I. 5.R r7@?. O.0 B @On2�.2) UTi{179:) x:2013 fttnnal Corporation2tiueBe gp delta T Temperature false l°F 7i 1 67(222) A J o p s�lu3@sll �a s(as 1 ° y� '� Rinner COrpnrmian .1031nternatmn4o Drive PaacAtree City,GA3044�Toll-Fres 1-@Q0.621_@tA9^Fax:674-,929=166@.•vFww.nrrrw.ue SHEET: a �,,•k « �A P 3a 201 Elite Universal Job No. PLUMBING -SANITARY AN A RISERS SCALE: 3/16"=1'-0" 01 1 08009 3,4 n Is" Is if I'/2 .., 0 3/4u lu I/s° uD„ I, a 1 2 _ - 3 "s a 1/211 ` LEGENDWATERiNG SCHEDULE 11' g/4 a 3�4 n I/ u ID. DESCRIPTION SPECIFICATION USE ZONE PGR START MINUTES DAYSALK. G.P.M. PREC. RT. W-MARKS 1__-2 ❑ El „ 11 n F] ElIps 3/411 �. ` i 11I/ 04 i�s s I,s u I ® WATER SOURCE 3�4BALL VALVE 1” PVC W/Valve B3/411 Irrigation Meter 2 High I A 4am,bam 25 M,W� 1380 054 6 A9 1422 ib4 "pps/Week is >aIf 11 ft � NN BACKFLOW DEVICE Watts 009-QT-.15 3 If9 15.13 lis" i Sw Its MAINLINE 1" PR-160 PVC Medium 4 6 1659 " III I I �IC; / o SLEEVING 2" Schedule 40 PVC 11 5 6 " 11.14 11 " Q CONTROLLER Hunter IC-800PL ® I,Z RAIN SENSOR Hunter Mini-Clik PROGRAM MONTHLY ADJUSTMENTS 1 i "Ell Q SOLENOID VALVE Hunter ICV-IOIGJan 34q° Feb 409° Mar 649° Apr 819° l ( HOSE 5155 Matco 3/4" Brass May 989° Jun 100% Jul 989'° Aug 939° I 1 0 Sep '169° Oct 599° Nov 389° Dec 309° SPRINKLER Liar AVERAGE DAILY CONSUMPTIVE USE (0" rainfall) IoSwal 1 I.D. MANUFACTURER SPECIFICATION P.S.I. G.P.M. 12.19 gallons . Z � I �A FIXED SPRAYS 4 Hunter 1nst06/CS-515 30 b5 ( I I u I 3 8 Hunter inst06/SS-530 30 13 ,41 0 Hunter instl2/CS-515 30 ;65 i ', I I Ips 1 \ E) Hunter instl2/55-530 30 13 NOTES I I I O Hunter instO618Q 30 24 Hunter inst06/SA 30 b5 Irrigation Contractor shall be responsible for I , I I i211 e Hunter inst06/8H 30 .48 all applicable fees and permits. 0 Hunter instl2/8Q 30 24 0 Hunter instl2/8A 30 .65 Irrigation Contractor shall comply with all state and local ®® 0 Hunter instl2/8H 30 .48 ® ® ® O Hunter inst06/12Q 30 b3 codes and shall clarify any discrepancies on the plan I i I O Hunter inst06/12A 30 84 prior to bidding. 3,4 u C Hunter inst06/12H 30 131 I I I (� 0 • Hunter inst06/12F 30 2.65 I'/ �1J All Pipe and Wire under paving shall be placed to s � 0 Hunter instl2/120 30 b3 0 Hunter tnstl2/12A 30 84 Schedule 40 P.Y.C. Sleeves for the full pavement 3, ioSwa I 3 0 Hunter tnstl2/12H 30 131 coverage length and shall be at least 24" below grade. ��F i4 I I ® Hunter instl2/12F 30 2.65 1 I I 13 I o O Hunter 1nst06/150 30 .93 Mainlines shall be buried to provide a minimum cover of 18", I II I s,4" 13® O Hunter inst06/15A 30 124 while all Lateral lines shall have a minimum of 12". is „ , 11 e Hunter tnst06/15H 30 186 '/211 #0 �y 4 i I f I I n Q 0 Hunter lnst]2/15Q 30 .93 The Contractor should take care to reroute piping • s s 1 0 O Hunter instl2 15A 30 124 3,, • I, " �i ° M 'O 0 Hunter instl2/15H 30 186 as necessary to avoid plant or tree roots. I ' LLJ I,s u ROTORS All Piping downstream of Solenoid Valve to be PR-160 P.Y.C. 3 11 I Hunter (1,4 CIO I-20-ADV-1.5 40 1.4 All Control Wiring to be 16/1 U.P. direct burial. 3/4' 4 O Hunter (lis cir) I-20-ADV-3.0 40 2.7 MatnLine, Valves, etc. may be shown out of position for Q� graphic clarity. Drawing is diagrammatic only. 3/a" I I \ \ n l SIJ All Sprinklers shall be site adjusted to prevent water overthrow onto building surfaces, roadways, and walkways. I \ All Sprinklers shall be a minimum of 18" from any building. I / BioSwale) Shrub body sprinklers may be substituted for Hi-Pops 10 411 against buildtng(s) at owners discretion. — — — " — 3,4u ]/, If1, 5 V 3 11 (;ontractorshall Xerify wl#i owners representative all _controller programming, including monthly adjustments, prior to final inspection. PER SJRWMD LAWN AND LANDSCAPE IRRIGATION RULE: Irrigation of new landscape is allowed at any time of day on any day for the initial 30 days and every other day for the next 30 days for a total of one 60-day period, provided V that the irrigation is limited to the minimum amount necessary for establishment. l Install Backflow Preventer in an inconspicuous location such as shrubbery. SCANNED $� This Plan was prepared by a Certified irrigation Designer and meets the standards of the Irrigation Association, F.B.G. plumbing F� volume appendix F, and 313.228 F.S. �l S A COMMERCIAL CONTROLLER- SEE MANUAL FOR WALL MOUNTING © INSTRUCTIONS,ALL WIRING TO BE a® @>o INSTALLED AS PER LOCAL CODES. O KWIC JUNCTION BOX • CONDUIT FOR CONTROL AND ; Drawn COMMON UF.DIRECT aUR1AL L> WIRES TO REMOTE CONTROL VALVES.EXTEND CONDUIT 6' I< Date • -OUT FROM BASE OF:WALL I Scal . FROM CONDUIT POWER 120 VOLT WIRE f f0 ♦ ■ SOURCE. � 131 TYPICAL WALL MOUNT CONTROLLER • NOT TO SCALE PVC OR GALV.90 8'MIN REDUCED PRESSURE ASSEMBLY 8"MIN. • DURABLE WEATHER RESISTANT PVC OR GALV.90 PLASTIC VALVE BOX WITH ■ NOTE: INSTALL SPRINKLER ♦ • EXTENSIONS IF NECESSARY. / /� AT FINISHED GRADE • • FINISH GRADE NOINSTALL VALVE BOX 1/24 AT MINSTALL R FINISHED GRADE / ■ AS REQUIRED)GALVANIZED ION A50VE FINISH GRADE IN -- HI-POP SPRAYSPRUKLER NOR�IH WALL APPROVED BACKFILL (AS REQUIRED) TURF AND 2' N SHt�IJB AREAS. < I/2'PNC OR BARBED 3M-DBY WIRE CONNECTORS MALE ELL RAN SENSOR GALV.NIPPLES AND EXPANSION COILS, ROTARY SPRINKLER NOTE:CONTRACTOR MAY Sheet 10 WRAPS AROUND 1/2"PIPE INSTALL PIPE TO SIDE OR BOTTOM INLETIR-1 FINISH GRADE I I I I I ELECTRIC SOLENOID CONTROL VALVE 3/4'PVC STREET ELL I/2'REX PIPE Of o ° e:. . - LATERAL PIPING 3/4'FLEX PIPE ONE LEAD WIRES t0 ��` °•.. : e e CONTROLLER INSTALL PER Q. ::p p: 0 ,e ., e O:o.e :. a,D, o 18"MINMV MANUFACTURERS ' " • . TO SPRINKLERS. — LATERAL PIPE NOTE. RECOMMENDATIONS, " " c e 4'PEA GRAVEL BASE LATERAL TEE INSTALL SENSOR WHERE IT 1$EXPOSED (INSULATE AS REQUIRED) W/FILTER LINING. LATERAL TEE P�. 113��b TO DIRECT SUNLIGHT t RAINFALL LATERAL PIPE NI BUT NOT IN PATH OF SPRINKLER MAINLINE ISOLATION VALVE • 'b,� b� PVC OR GALV.W MAINLINE Q: �r UJ UJI +- U� Q TYPICAL RAIN SENSOR REDUCED PRESSURE ASSEMBLY TYPICAL SOLENOID VALVE TYPICAL POP UP ROTARY SPRINKLER TYPICAL HI-POP SPRAY SPRINKLER NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE O LARl SCMINED m c 0 a� -1 v PLANT KJ=-Y _ TREES/PALMS Size Quantitu ID Common Name Botanical Name Specs Spacing 8' C.T. 2 PS Sylvester Palm Phoenix sylvestris specimen As shown 4" Cal 2 QV Live Oak Quercus virginiana 12' ht. min. As Shown RLP Relocated Palm Tree See Sheet TR-I � IB QV PA n =IZ, n :0===b CP==B-- 8 4 SHRUBS OVERFLOW POPOFF 3 Gal I LJ Ligustrum Hedge Ligustrum Japonicum 20" x 24" 3' O.G. TO ST OVEPOPOFF TO STREET � � o wa � 3 Gal 4 PM Podocarpus Pododcarpus Macrophylla 24" x 36" As shown TO SJ. ET — — — \ „� 3 Gal 8 SB Spartina Spartina bakerii 20" x 24" 3' O.C. SOD BF BSJ 3 Gal 11 AS Pineapple Guava Acca sellowiana 18" x 24" 3' O.C. RLP / • / 8 10 3 Gal 23 BJ Munly Grass Muhlenbergia capillaris 18" x 24" 3' O.C. 3 SOD 1 ❑ ❑ �P 3 Gal 31 DT Flax L119 pianella tasmanica 'Varlegata' 1$" x 16" 2' O.G. SB J HA 3 Gal 32 PA Plumbago Plumbago auriculata 18" x 18" 3' O.C. 3 3 Gal 6 HR Hibiscus Hibiscus rosa-sinensis 24" x 24" 3' O.C. LJ RLP RLP 2S / 4 10 3 Gal 11 IB Burford Holly Ilex cornuta "burfordii" 18" x 18" 3' O.C. i I 8 i3i�Sw le DI 5 1 .� . 0 v I � / 3 GROUNDCOVERS � I I / /� DI I Gal 25 AG Agapanthus Agapanthaceae 8" x 12" 18" O.C. OVE�LOW SW L ioSwal / 5 LOW SWALE SOD I 1 Gal 61 BSJ Creeping Jumper Juniperus 'blue shore' 8" x 8" 12" O.C. ct TOWARDS ST T l�Ow7DS STREET i Gal 31 BF Yellow Bulbine Bulbine frutescens 8" x 8" 12" O.G. Cq ..EBSJ.. / "buttercup" II II �� !� 1 Gal 21 HA Da 11l Hemeroca l lis butter 12 O.G. I 12 ( � 1 I y y cup 8 x 8 / I SOD Mulch . '...� ;: U 5B 4!o5wal� St. Augustine 'Floratam' - all disturbed lawn areas Shredded Hardwood Mulch O PA.. & MC BSJ 16 _ I I 1 AS al X x x x I I I 8 1 PM _ AG I I 8 I I ^ l . PM x `�✓ O 4 111313x ' I Required Landscaping BSJ 12 RLP x I (1) 4" ca I. tree/2500 sq. ft. 2 PM x I Lot size = 11016 sq. ft. DI 11,161 / 2,500 = 1 required trees O LOUSWALE ioSl 5 1351I AS x TOW4S TREET I tree required,in front yard F 16 AG 4 DI x RD_ OVE1�L0 W E 1 3 8 1313 G Provided Landscaping TOWARDS TREET55 I g (2) 4" cal. 12' ht. Live Oaks (front yard) 5 I I (15) Palm trees to be relocated on site. Cluster of 3 Palm trees = I shade tree. I1 I 5 clusters of Palm trees provided. I / OVERFLOW SWALE HR TOWARDS STREET I LJ DT 1 I 11 I I DI SOD SOD PM PM BSJ I I \ 12 RLP 5B V 2 Fa 14 3 / OVERFLOW POPOFF TO STREET _ _ _ HR x x x 6 B1oSwa l \ �-- 10 / HR DI \ \\ x x DI11511 - • BF O 4 I - - 1 - 8 � 00 00 LJ \ ✓ RLP \ RLP E' ASLSB Qv g 22 1 I I 1 PA B 1 2 1 6 10 1 O IS" 3:1 SLOPE] T- TOP OF BANK 6" 510-SWALE KEY - - - - - � ' � BOTTOM ID Common Name Botanical Name Size Drawn ,j, 1 Lavendar Lanadula angustifolia As Available - 4" pots/I gal/3jgal. Date 3 2 GaIlba•ry Ilex glabra °J-13-13 4 5 3 3 3 Milkweed Ascipias tuberosa BIO SWALE Scale ,11_lo, 4 5 5 5 6 4 Switchgrass Panicum virgatum 5 Narrowleaved Sunflower Helianthus angustifolius Project131104 11 5 5 8 6 Lemongrass Cymbopogon citrates SCALE: NOT TO SCALE 21 1 I I 1 Fackahatchee Grass Tripsacum dactyloides Il 8 8 8 Rosemary Rosemarinus officinalis " Il I 9 Sandswamp White Top Rhynchosopra latifolia " 2 2 8 4 10 Aster Asteraceae " II Muhly Grass Muhlenbergia capillaris � G), " 3 O g 9 4 4 3 3 3 \ t_ - - — — — NORTH as ,� TYPICAL BIO SWALE PLANTING Sheet LS-1 SCALE: NOT TO SCALE Of t PLANTiNG NOTES c I. The landscape contractor if responsible for verifying the project site and all of the quantities indicated on these plans before ° bidding this job. a� 2. Plant materials should be Florida Grade "I or better that has been nursery grown. Refer to Florida Grades and Standards handbook 0 0 3. All plants shall be in good health, vigorous, evenly branched and thickly foliated when in leaf. All plants shall be free of disease, insects (including eggs and larvae), as well as have a healthy developed root system. They should also be free of physical damage or adverse conditions that would prevent thriving growth. 4. All plants will be container grown or 545 indicated in the plant list. w � 05.5. Plants shall conform to the specifications on the plant list. FORM SAUCER WITH 3" CONTINUOUS RIM o o° cd 3" MULCH 6. There will be no substitute of plant materials unless authorized by the Landscape Architect in writing. If proof is submitted that any °3 " plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with the o° - I -'''llllllllllllllllllll I1Q""" """"11pIII Iiilllllllllllll''I I-I corresponding adjustment of contract price. - i . Plant material locations and bed outlines shall be staked or flagged on site by the contractor and shall be adjusted if required to SPECIFIED PLANTING I I I-I - = -I fit actual as-built conditions on site and approved by the owner or owners representative. MIX. WATER & TAMP - TO REMOVE AIR - I=III=II=II(_= 8. All proposed tree planting locations shall be staked or flagged before installation by the landscape contractor and approved by POCKETS I I„ I I=II I=III=III=III= the owner or owners representative. 'IIMi I==I1=1 I 1-1 I EXISTING 9. The contractor shall excavate plant pits, according to the drawings, unless otherwise directed. =1 I I=1 I I=) TREE TO BE PRESERVED SHRUB PLANTING 10. All container grown rootballs shall be carefully scoured before setting in plant pits. i1. All backfill around plant materials shall be worked firmly, tamped and watered in under and around the rootball to fill all voids. SCALE: NOT TO SCALE 12. Landscape contractor shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, / BARRICADE TO obstruction on the site, or prior to work done by any other party, which the contractor feels precludes establishing proper drainage `LJ U) FOLLOW TREE shall be brought to the attention of the Landscape Architect for correction or relief of said responsibility.` ( -_DRIPLINE 13. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. v •-J DO NOT STORE I N MATERIALS IN 14. After all plant material in a bed area has been installed and approved, the areas between plants shall be raked to an even grade to C) C) # 5 REBAR conform to remulchin finish grades. All planting beds and plant saucers shall then be uniform) covered with a minimum three inch lager n 1 THIS AREA I p g g p g p y y \.V POST (TYP.) NOTE of specified mulch UNDISTURBED 6' MIN. EXISTING 4' SAFETY 15. All planting bed areas with acceptable topsoil shall be top dressed with 509. organic 6-6-6 commercial fertilizer at a rate of nine GRADE 8' MAX ORANGE STAKE TO FIRST BRANCHES pounds per 1000 square feet and tilled to a minimum depth of three inches. o 0 BETWEEN POSTS COPOLYMER AS NECESSARY FOR / ^ D BARRIER FIRM SUPPORT 16. Plant material backfill mixture shall be thoroughly mixed in the following preparations- 509. existing clean topsoil 50% soil mix. ' FENCING W/ p p p k x X kN .x 1/3 eat, 1/3 topsoil, 1/3 composted cow manure n \ N WIRE TIES WIRE SHALL NOT TOUCHw rYl +' `% ' y,�� 'x Y OR RUB ADJACENT 11. The landscape contractor is responsible for all fine grading preparation for planting. i I I k �4� t �<{' TO POST Z � ' TRUNKS OR BRANCHES xXy x t� 3/ 2" X 2" HARDWOOD STAKES 18, Rough grades will be established bg the owners general contractor at approximateig 3 inches below curbs sidewalks hardsca ,e DRIVEN FIRMLY A MINIMUM OF amenities, mowing strips and abutments. N 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 19. Contractor shall coordinate construction of planting areas with installation of irrigation system or hose bibs, whichever is specified. C) N 2 STRAND 12 GAUGE GALV. 20. Were seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at C) WIRE TWISTED AND ENCASED the rate of application specified. `L/ ) IN RUBBER HOSE 6 - 9" n l 3 MULCH FROM TOP OF STAKE 21. Sod areas shall be specified sod. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be 0 C NOTE. AN AREA WITHIN THE DRIPLINE OF THE TREE OR TREES AT LEAST ONE, FOOT 2 WIRE SUPPORT5_.SHALQ)_ L BE healthy, free of insect, in naturally flourishing_conduons. l ry, brown, and unfresh sod will be rejected. 0 IN DIAMETER FOR EACH INCH OF TRUNK DIAMETER SHALL Bt PRESERVED IN ITS FORM SAUCER WITH _J NATURAL STATE OR COVERED WITH PERVIOUS LANDSCAPE MATERIAL; PROVIDED, 3" CONTINUOUS RIM �1SED ON MAIN- STRUCTURAL BRANCHES 22. Sod shall be laid end-to-end and side-to-side in a staggered line to form a uniform layer. All uneven edges shall be squarely HOWEVER, THAT THE MINIMUM AREA PRESERVED SHALL BE AT LEAST ONE HUNDRED ''llllllllll IIIII Illii�" "'��iiillillllllll IIIII' trimmed to allow close and firm fitting if each piece. FIFTY SQUARE FEET FOR SHADE TREES AND AT LEAST TWENTY FIVE SQUARE FEET I-III- -, FOR ALL OTHER TREES. SUCH AREA SHALL BE MAINTAINED AT ITS ORIGINAL GRADE -LIIT I-I I;Illi 23. After sodding is completed the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded WITH NO TRENCHING OR CUTTING OF ANY ROOTS AND THERE SHALL BE NO STORAGE I = I =I ( _ areas shall then be top dressed with a commercial fertilizer as directed herein at eh rate of 12 pounds per1000 square feet of area OF FILL, COMPACTION OF SOIL OR ANY CONCRETE, PAINT, CHEMICALS, OR OTHER SPECIFIED PLANTING MIX _ I I-III- in an evenly broad case pattern. FOREIGN SUBSTANCE IN OR ON THE SOIL. WATER & TAMP TO -I I = I I I=III=_ I - TREE PROTECTION BARRICADE REMOVE AIR POCKETS I I= I I I = I I=I I- -_ 2�4. The landscape contractor is responsible for fully maintaining all plant material on site during and before planting, until the work is -I ( III III-III I I accepted by the landscape designer and/or owner. =1 1 1=1 11__1 25. All plants shall be guaranteed b the landscape contractor to be heap plants and in flourishin condition for ninet (90) da s from SCALE: Ivor To SCALE final inspection anacceptance. All trees shall be guarantee an additionl one-year from final inspection and acceptance. y 2 X BALL DIA. 26. The Landscape Architect, owner, or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. SINGLE-TRUNK TREE STAKING 21. In general, the work shall proceed as rapidly as the sits becomes available. Keep all areas of work clean, neat, and orderly at all %/-BRACE SET PALM TREE PLUMP IN PLANTING PIT. times. BRACE SCALE: NOT TO SCALE 28. There will be special care to all existing trees to be retained on site to avoid construction damage. PRUNE AND TIE FRONDS WITH HEMP TWINE. p g STAKEi REMOVE ANY BROKEN OR DAMAGED ^ O r BRANCHES. 29. if an automatic irrigation system is to be provided in lieu of hose bibs as shown on the plan, s shop drawing of the layout and hose �J J OC) bibs must be submitted to the governmental agency, for review and approval, prior to the insta I labor. W 120. TWO LAYERS OF BURLAP TO PROTECT T nn 00 TRUNK AS SPECIFIED. NOTE.- 30. Irrigation system shall be fully automatic, providing 1009. coverage to all planting areas, with all pop up heads in lawn area. L_L_ PLAN TWO GALV. STEEL BANDS To SECURE STAKE TO FIRST BRANCHES 31. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or LO LO N.T.S. BATTENS AS SPECIFIED. AS NECESSARY FOR impacts. Shrub risers shall be minimum 25' from EOP and all heads minimum 1' from building. U NOTE. FOUR 2" x 6" x 12" P.T. WOOD BATTENS AS FIRM SUPPORT SPECIFIED. 32. A double check backflow prevention (or approved equal)t equal to a DCA-1001 to be mounted in a rectangular valve box (12' x U 1. SEE PLANS AND WIRE SHALL NOT TOUCH 10"0) on the service side of the meter and immediately adjacent to the water meter. I Q REMAIN ON TR SPECS. FOR PALMS OR RUB ADJACENT WITH BOOTS TO TRUNK. SPECIFIED. CUT TO FIT WOOD BATTENS AND 2" X 2" HARDWOOD STAKES 3 2" x 4" x P.T. WOOD BRACES AS TRUNKS OR BRANCHES 33. After the landscape plan is approved by the governmentats-agency any subsequent dianges must be resubmitted for review and T STAKES. DRILL OR NAIL TO STAKES AND approval. 2. FINAL TREE BATTENS. DO NOT NAIL BATTENS TO TRUNK. DRIVEN FIRMLY A MINIMUM 0 STAKINGDETAILS 18" INTO THE SUBGRADE PLACEMENT TO BE 34. Shade trees shall be planted minimum of 4' from EOP and 15' from ONE. APPROVED BY PRIOR TO BACKFILLING LANDSCAPE REMOVE BURLAP FROM UPPER 1/3 ARCHITECT. of ROOTBALL. 2 STRAND 12 GAUGE GALV. 3. CONTRACTOR 3' MULCH LAYER WIRE TWISTED AND ENCASED SHALL ASSUREIN RUBBER HOSE 6 - 9" RELOCATION OF ALL 3" MULCH = TEMPORARY SOIL BERM TO HOLD FROM TOP OF STAKE PLANTING PITS PRIOR M W WATER. 2 WIRE SUPPORTS SHALL BE TO INSTALLATION. �., FORM SAUCER WITH w 2"x4" x 3' LONG P.T. WOOD ANCHOR 3" CONTINUOUS RIM USED ON MAIN STRUCTURAL Drawn ,j, M STAKES AS SPECIFIED. BRANCHES ='''llllllllllllllllllll III""" """"°III illi))) IIIII' - Date 12" MIN. FINISH GRADE. -I I I-I I I= _I I ;I I I Scale • n �; • ___ Proj SPECIFIED PLANTING MIX -�I I (- • WATER & TAMP TOIII- =IiI -ITl-ill-I I1=III=III _._-= CLEAN COARSE SAND BACKFILL REMOVE AIR POCKETS I� iIII�I III=111 I IiI=III=III I1 ;;!l AS SPECIFIED III- 1I -1 I I=II -Ii�I I I J-71 UNDISTURBER SUBGRADE. =1 I I-1 I I-1 � • . • SET ROOTBALL ON . 2 X BALL DIA. • • UNDISTURBED SUBGRADE. • TYP. PALM TREE PLANTING MULTI-TRUNK TREE STAKING SCALE: NOT TO SCALE SCALE: NOT TO SCALE ' t�l� Sheet �o LS_2 Of TWO 4 C 0 N4) LL C I LLJI TREE KED' Palm Tree to be removed Palm Tree to be kept (barricaded) ( 1 Palm Tree to be relocated 1 1 New location of relocated Palm Tree CA O V;Q o � a • a"• 1502 PALM — — — o �3sf ----------------------------- „ PALM - 12 0 ( 3" GEJS5rR EQUIP • - �'AL ��❑ ••. • 1 \ 7755KKVV ❑ O L1 ❑ / ._.-. w.. 1' • m O to =1 �] �O�=2 � rn =121St O ' I / D IB�p 113» 1►�» » I ALM /' m J f A M / D Q7 DQ iLM o O '� II r � U z I m F- ! II ( 3„ I ) < ALM ❑ OPAL I D •, III a I o D a L p \ I ,.I a, \ T p=4�sfl 246�sf1 50t=(09 1 „9 PALM FF] t II 15" ( 112» ..i C (j ' PALM AL 2( 1 PALM I ❑O l • . T4=12 8 `.:. Bot=11f 12» Drawn Aj1 1 " I I \ \ ALM Date 9-13- `L-OPALM \ Scale „ \� Project 12 13110 1 " POOL 2521 PAL Ze ,'. PAL '� �-- • M 15 „ 5 \ *16 �❑ PALM ( ,l0 PAL 'ALM PALM \ \ i NORTH PALM ti Sheet TR I _ I - Of 0M