Loading...
HomeMy WebLinkAboutDRAWING #3710_AS BUILT_201 INTERNATIONAL DRGENERAL NOTES NOTES WHEREIN CONTRACTOR IS SPECIFIED ARE INTENDED TO APPLY A. NOTES LABOR AND MATERIALS FOR THIS TO ALL CONTRACTORS SUP PROJECT AS THEY APPLY. g, CONTRACTOR SHALL CORRECTNESS.RFORM ALL WORK DESCRIBED AND BE RESPONSIBLE FOR ITS EIR WORK UNDER THIS SITE AND CONSIDERED C. ALL CONTRACTORS, BEFORE UNDERTAKING TH CONTRACT ARE ASSUMED TO HAVE VISITED THEATION ALL CONDITIONS TWHICH MIGHT O ANY CLAIM AFFBASECTONHLACKTEIRWOFKKNOWOLEDGESOFEEXISTING WILL BE CONDITIONS. POINTS D. CONTRACTOR SMALL LAYOUT WORK AND LOCATE ALL REFERENCE ENT THEIR DESTRUCTION AND TAKE SUCH CACTIO C OFORSALL LINES, ELEVATIS NECESSARY TO IONS, AND AND MEASUREMENTS AND BERESPONSIBLE HER WORK OF THE BUILDING, GRADING, PAVING, UTILITIES, EXECUTED UNDER THIS CONTRACT. kLL E. CONTRACTOR SHALL VERRK WHICH IFY DEPENDENTNFORNBEFORE PROPERSIZEORDERING OF INSTALLATION OR DOING UPON COOFORNTHEOCORRECTNESSBUILDING SAME. NO CONSDIDERATIONSHALL EWILL BE GIVEN ANY DISCREP- QNSIB TO ANY CLAIM BASED ON DIFFERENCES BETWEEN THE ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. ANCIES BETWEEN THE DRAWING AND/OR SPECIFICATIONS AND THE THE EXISTING CONDITIONS A' SHALL WORKEAFFECTED IREFEED S BEGUNRCHI7ECT FOR ADJUSTME BEFORE THE CON TO FACILITATE THE PROGRESS F TRACTOR AND ALL SUB -CONTRACTOR SHALL COOPERATE WITH ONE ANQ,THER WHILE DOING RELATED WORK, OF THE WORK. EACH TRADE SHALL AFFORD ALL OTHER CONTRACTORS EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR MATERIALS. AND ORDINANCES INCLUD- G, CONTRACTOR SMALL COMPLY WITH ALL LAWS ING REFERENCES TO FIRE PROTECTION. LADDERS, SCAFFOLDS, AMPS, TEMP RAND H. CONTRACTOR SHALL PROVIDE ALL E RUNWAYS, SHORING, ETCOF AMPLE MPLE STRENGTH AND RIGIDITY, MAINTAIN THE ELEMENTS IN ABSOLUTELY SAFE CONDITION AT ALL TIMES. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SANITARY FACILITIES. NG AND FURNISH AT HIS OWN EXPENSE ALL TEMPORARY UTILITIES, INCLUD i -ENCLOSURE J CONTRACTOR SHALL ERECT ALL NECESSARY BARRICADES' S, ND SECURE SIGNS, AND OTHER DEVICES TO PROVIDE ADEQUATEPERPROTECTION OF THESONNEL CONSTRUCDTIONOFROMYPILFERAGEAND UOVANDALISM. K. ALL ITEMS AND CONDITIONS WITHIN THESE DRAWINGS SIMILAR TO THOSE NOTED SHALL BE CONSIDERED AS IF NOTED THEMSELVES AND THE NOTE SHALL APPLY. A SET OF BLUE - CONTRACTOR SHALL KEEP ON SITE, AND MAINTAIN, PRINTS ON WHICH ALL DIVIATIONSFROM OF CORRECTSHOWN ED SEPIASTO A WILL BE RECORDED, AND PRESENT „ RAWINGS. OWNc2 AT PRO.;cCT ACCEPTANCE AS "AS -BUILT D w KEY {PLAN 14.T.S. INDEX OF DRAWINGS TITLE 117FOUNDA7TI07N-FLOOR ER ECTIONS 2 ROOF FRAMING PLAN & DETAILS 3 ELEVATIONS 4 SCHEDULES, DETAILS, AND NOTES 5 PLUMBII,AG, H.V.A.C., AND ELECTRICAL PLANS g SCHEDULES AND NOTES s - - eq LLl W v. . o N ® ® M Z mi GENERAL NOTES NOTES WHEREIN CONTRACTOR IS SPECIFIED ARE INTENDED TO APPLY A. NOTES LABOR AND MATERIALS FOR THIS TO ALL CONTRACTORS SUP PROJECT AS THEY APPLY. g, CONTRACTOR SHALL CORRECTNESS.RFORM ALL WORK DESCRIBED AND BE RESPONSIBLE FOR ITS EIR WORK UNDER THIS SITE AND CONSIDERED C. ALL CONTRACTORS, BEFORE UNDERTAKING TH CONTRACT ARE ASSUMED TO HAVE VISITED THEATION ALL CONDITIONS TWHICH MIGHT O ANY CLAIM AFFBASECTONHLACKTEIRWOFKKNOWOLEDGESOFEEXISTING WILL BE CONDITIONS. POINTS D. CONTRACTOR SMALL LAYOUT WORK AND LOCATE ALL REFERENCE ENT THEIR DESTRUCTION AND TAKE SUCH CACTIO C OFORSALL LINES, ELEVATIS NECESSARY TO IONS, AND AND MEASUREMENTS AND BERESPONSIBLE HER WORK OF THE BUILDING, GRADING, PAVING, UTILITIES, EXECUTED UNDER THIS CONTRACT. kLL E. CONTRACTOR SHALL VERRK WHICH IFY DEPENDENTNFORNBEFORE PROPERSIZEORDERING OF INSTALLATION OR DOING UPON COOFORNTHEOCORRECTNESSBUILDING SAME. NO CONSDIDERATIONSHALL EWILL BE GIVEN ANY DISCREP- QNSIB TO ANY CLAIM BASED ON DIFFERENCES BETWEEN THE ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. ANCIES BETWEEN THE DRAWING AND/OR SPECIFICATIONS AND THE THE EXISTING CONDITIONS A' SHALL WORKEAFFECTED IREFEED S BEGUNRCHI7ECT FOR ADJUSTME BEFORE THE CON TO FACILITATE THE PROGRESS F TRACTOR AND ALL SUB -CONTRACTOR SHALL COOPERATE WITH ONE ANQ,THER WHILE DOING RELATED WORK, OF THE WORK. EACH TRADE SHALL AFFORD ALL OTHER CONTRACTORS EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR MATERIALS. AND ORDINANCES INCLUD- G, CONTRACTOR SMALL COMPLY WITH ALL LAWS ING REFERENCES TO FIRE PROTECTION. LADDERS, SCAFFOLDS, AMPS, TEMP RAND H. CONTRACTOR SHALL PROVIDE ALL E RUNWAYS, SHORING, ETCOF AMPLE MPLE STRENGTH AND RIGIDITY, MAINTAIN THE ELEMENTS IN ABSOLUTELY SAFE CONDITION AT ALL TIMES. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SANITARY FACILITIES. NG AND FURNISH AT HIS OWN EXPENSE ALL TEMPORARY UTILITIES, INCLUD i -ENCLOSURE J CONTRACTOR SHALL ERECT ALL NECESSARY BARRICADES' S, ND SECURE SIGNS, AND OTHER DEVICES TO PROVIDE ADEQUATEPERPROTECTION OF THESONNEL CONSTRUCDTIONOFROMYPILFERAGEAND UOVANDALISM. K. ALL ITEMS AND CONDITIONS WITHIN THESE DRAWINGS SIMILAR TO THOSE NOTED SHALL BE CONSIDERED AS IF NOTED THEMSELVES AND THE NOTE SHALL APPLY. A SET OF BLUE - CONTRACTOR SHALL KEEP ON SITE, AND MAINTAIN, PRINTS ON WHICH ALL DIVIATIONSFROM OF CORRECTSHOWN ED SEPIASTO A WILL BE RECORDED, AND PRESENT „ RAWINGS. OWNc2 AT PRO.;cCT ACCEPTANCE AS "AS -BUILT D w KEY {PLAN 14.T.S. INDEX OF DRAWINGS TITLE 117FOUNDA7TI07N-FLOOR ER ECTIONS 2 ROOF FRAMING PLAN & DETAILS 3 ELEVATIONS 4 SCHEDULES, DETAILS, AND NOTES 5 PLUMBII,AG, H.V.A.C., AND ELECTRICAL PLANS g SCHEDULES AND NOTES s - - eq —1 C V O O Y a m v Q COVER SHEET LLl W EE o N ® ® M Z mi zz _� p < o no=�Q (coL 0 0 O J ca Op a 0 O •Q i` O (n o ,t( LLI z> W s a Z a. U•I p J UJ z LLI :. W � 4 w U. W LL q� ■Y Y� z uj M Q -a cn Q W �. o2m a z W rT77' LL LL1 CC Ocr = w M 1 •1 —1 C V O O Y a m v Q COVER SHEET Z o N ® ® M N N mi zz _� p < o no=�Q 0 0 O J ca Op a 0 O LL J z U r w O Q z> W s a Z a. p J UJ 2 U W W � 4 w aN� U q� ■Y Y� 0<a ¢ O M C� WOn X W �. o2m a z . O a rT77' LL —1 C V O O Y a m v Q COVER SHEET Al. tptu _M` 330 6-6 1-4 &-6 5 4 D2 4 - 7 Lo 41 1p OD vl� 4 LJ (16 1 11 TYPIC *q 15-0 AL I2 �2-7 AN" 19 34 12 51 • 34 I 6� ri, r 35 32 1714' - 32 13 W to 19 LL < Z -1 I z 35 32 31 37 0 0 -1 < CL m 17 13 -cc) 33 W < 0 -� �l :6]10 o W w ui L5J W ILD Z z ui /8 4 2Cz u: @5 1 51 D -a I 34 LujL_ w LL z L 13 C-) 4 0 z 32 G 0 I 5.7" N It =00 T 0?_ 3 A D., 14 SECTION SCALE 1'=1-0 5-6 4 co co (.3 OD SECTIONS SCALE 3/4=1-0 It 4NI z 0 < < 0 LL D FOUNDATION -FLOOR. 11 PLAN SCALE 1/4= 1-o0il Nk ,FOR NOTES, SEE SHEET 2 11 1 f"`r) Y „al ": y f .• z ._ \ I b rt. J r, 2.,.t:" tl. \� _ � I `. l.. N4 4 \1 ";_. ..'. F y ,.i 1 st lr"1.... r s >' rl n4c :.>. �c r '1' STrJ t�t�r i.>nt:z: y _,n ,X• .1„\`� '; tr y�r�� fl �.r,.fyK•vl 2 1 �t sy .t err r. 1rt�75 � s Yry�LiA�f�y�9 yyl 'j� �k�.J1�'.. � r_i � r �J� F14!`^�^.-•;4 i�� _ . u , :.0 i''`+?..: n+�i�r' '}.4luii�'S`w`+`.,'zJ.i .s s'r �,:%as � o 7 �,. v y'i r•�k",��6aiL 7_•.h _ t . _._ r`. 1 1 I 0 AI i ;>.. e I'lk' 1 4u-...,t..z_<"• sr .c. :+3 .Y`y . CONSTRUCTION NOTES 1'-4"X1!-0" THICKENED EDGE CONCRETE FOOTING W/ 2-15 BARS ��.... CONTINUOUS AND 13 BARS ACROSS AT 3'-O" ON CENTER. 20 P -4"X1' -O" THICKENED SLAB CONC. FOOTING W/ 2-15 BARS CONTINUOUS AND 13 BARS ACROSS AT 3'-0" ON CENTER. (� 811XS" THICKENED EDGE CONCRETE WITH 1-15 BAR CONTINUOUS. THICKENED SIAB, AS SHOWN. 5 3' -0"X3' -0"X1'-0" CONC. FOOTING W/ 3-15 BARS EACH WAY. 6 4" THICK CONC. SLAB W/STEEL TROWELED FiNISH, HAVING 6X6 10/10 W.M.F., AND OVER A 6 MILL VAPOR BARRIER. 7O 4" THICK CONC. SLAB WiTH LIGHT BROOM FiNISH, HAVING•6X6 10/10 N.W.F. 8O 8" CONCRETE BLOCK WALL W/HORiZ. REINFORCING AT 16" O.C. CONCRETE NOTES A ALL REINFORCED CONC. WORK VILL CONFORM TO THE AMERICAN i CONCRETE INSTITUTE AND THE REINFORCING STEEL INSTITUTE, LATEST EDITION. B CONC. DESIGN BASED ON SOIL BEARING PRESSURE OF 2000 P.S.F. C ALL FOOTINGS TO REST ON UNDESTURBED OR PROPERLY COMPACTED SOIL AS NOTED BELOW. p PROVIDE CLEAN, TREATED FILL, FREE OF DEBRIS AND COMPACTED IN 6" LAYERS TO 98% DENSITY. E ALL CONCRETE FOR SLABS, TiE BEAMS, AND FOOTERS SHALL HAVE A MiYIMUM COMPRESSIVE STRENGTH OF 3000 P.S.t. 13 26 Dar -S. CONTRACTOR SHALL ADEDUATELY BRACE, BRIDGE, AND SUPPORT STRUCTURE DURING CONSTRUCTION. ALL REf)UfRED UNDERSLAB WORK SHALL BE COMPLETE, TESTED A•ID I 0 AI i ;>.. e I'lk' 1 4u-...,t..z_<"• sr .c. :+3 .Y`y . CONSTRUCTION NOTES 1'-4"X1!-0" THICKENED EDGE CONCRETE FOOTING W/ 2-15 BARS ��.... CONTINUOUS AND 13 BARS ACROSS AT 3'-O" ON CENTER. 20 P -4"X1' -O" THICKENED SLAB CONC. FOOTING W/ 2-15 BARS CONTINUOUS AND 13 BARS ACROSS AT 3'-0" ON CENTER. (� 811XS" THICKENED EDGE CONCRETE WITH 1-15 BAR CONTINUOUS. THICKENED SIAB, AS SHOWN. 5 3' -0"X3' -0"X1'-0" CONC. FOOTING W/ 3-15 BARS EACH WAY. 6 4" THICK CONC. SLAB W/STEEL TROWELED FiNISH, HAVING 6X6 10/10 W.M.F., AND OVER A 6 MILL VAPOR BARRIER. 7O 4" THICK CONC. SLAB WiTH LIGHT BROOM FiNISH, HAVING•6X6 10/10 N.W.F. 8O 8" CONCRETE BLOCK WALL W/HORiZ. REINFORCING AT 16" O.C. CONCRETE NOTES A ALL REINFORCED CONC. WORK VILL CONFORM TO THE AMERICAN i CONCRETE INSTITUTE AND THE REINFORCING STEEL INSTITUTE, LATEST EDITION. B CONC. DESIGN BASED ON SOIL BEARING PRESSURE OF 2000 P.S.F. C ALL FOOTINGS TO REST ON UNDESTURBED OR PROPERLY COMPACTED SOIL AS NOTED BELOW. p PROVIDE CLEAN, TREATED FILL, FREE OF DEBRIS AND COMPACTED IN 6" LAYERS TO 98% DENSITY. E ALL CONCRETE FOR SLABS, TiE BEAMS, AND FOOTERS SHALL HAVE A MiYIMUM COMPRESSIVE STRENGTH OF 3000 P.S.t. 13 26 Dar -S. CONTRACTOR SHALL ADEDUATELY BRACE, BRIDGE, AND SUPPORT STRUCTURE DURING CONSTRUCTION. ALL REf)UfRED UNDERSLAB WORK SHALL BE COMPLETE, TESTED A•ID f` L' } f' VERT., AND FILLED CELLS W/ 1-15 BAR, FOOTING TO BEAM, APPROVED PRiOR TO PLACING CONCRETE. WiTH ROUGH STUCCO FINISH. W O9 8"X16" CONCRETE BEAM CONTINUOUS AROUND WITH 4-15 BARS O CONTINUOUS AND 13 BAR TIES AT 4'-0" O.C. M g S O N R Y NOTES Q Z LL 10 2"X4" WOOD FRAME WALLS W/PRESSURE TREATED SILL PLATE, A CONCRETE BLOCKS AND ALL OTHER MASONRY UNITS SHALL BE U Q = NAiL FASTENED TOGETHER, AND SHOT FASTENED TO CONCRETE SLAB. MODULARIN DIMENSION AND SHALL INCLUDE SPECIAL SHAPES O J Q AND SIZES 70 COMPLETE THE WORK AS SHOWN ON THE PLANS. BE n' w m S11 TAPED AND FINISHED 1/2" GYP. BD. ON PRESSURE TREATED WOOD WHERE USED AS THE FINISHED SURFACE, UNiTS SHALL FURRING STRIPS. FREE OF SURFACE DEFECTS. r� V / Q � O (12 TAPED AND FINISHED 1/2" GYP. BD. ON 2"X4" WOOD FRAMING. B HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO THE � O � GYP. BD: ON 2"X4" STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING EXCEPT ASTM I U 03 TAPEDAND FINISHED MOISTURE -PROOF 1/2" CONCRETE MASONRY UNiTS, ASTM -90.70 W WOOD FRAMING. GRADES 5-1 AND 5-11 WILL NOT BE PERMITTED. I Lu W 14 APPROVED WATERPROOF SHOWER STALL PAN, PROPERLY SEALED. C WORK OF OTHER TRADES SHALL BE BUILT INTO MASONRY AND WOOD Z Z WORK, INCLUDING ANCHOR4, WALL PLUGS, AND ACCESSORIES AS WORK j 15 PAINTED WOOD SHELVES PERMENANTLY FASTENED. PROGRESSES. SPACE AND ALINE BUILT-IN PARTS ACCURATELY. FROM POSITION. Z Q EXERCISE CARE NOT TO DISPLACE OTHER MATERIALS LW U 16 0 36" HIGH BASE CABINET, LAMINATED PLASTIC EXTERIOR, AND LL_ W ~ PAINTED INTERIOR, HAVING SHELVES AND DOORS. Z 17 BUiLT-iN SHOWER SEAT, FINISHED AS SHOWER STALL. WOOD NOTES < _ 18 FOR ADDITIONAL FINISHES INFORMATION SEE SHEET 4. A WOOD TRUSSES SHALL BE FURNISHED BY A LICENSED FABRICATOR IN ACCORDANCE WITH DESIGNS PREPARED BY A -REGISTERED w LJ X 19 PRE-ENGINEERED WOOD ROOF TRUSSES AT 2'-0" O.C., C AS SHOWN, 6" PROFESSIONAL ENGINEER. 0 HAVING HURRICANE ANCHORS AT EACH BEARING POiNT, AND A FIBERGLASS INSULATION FASTENED BETWEEN. B TRUSS DESIGN, SHOP DRAWINGS, AND FABRICATION SHALL BE 0 = Z SUBJECT TO INSPECTION AND APPROVAL BY THE ARCHITECT. V 20 PRE-ENGINEERED WOOD JACK TRUSSES AT 2'-0" ON CENTER, AND AS uiO SHOWN, HAVING HURRICANE ANCHORS. C DESIGN AND FABRICATION OF TRUSSES SHALL MEET NATIONAL Q DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND AITC 21 CONVENTIONAL 2"X4" N000 FRAMING AS SHOWN. LATEST REVISIONS. SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTORS SHALL BE BY THE TRUSS PLATE INSTITUTE _ 22 CONVENTIONAL 211X6" WOOD FRAMING AS SHOWN. LATEST REVISIONS. 1/2" C.D.X. PLYWOOD ROOF SHEATHING, NAIL FASTENED TO TRUSSES. D CONTRACTOR SHALL ADEOUATE'LY BRACE TRUSSES DURING ERECTION, AND NO CONCENTRATED LOAD SHALL BE APPLIED UNTIL TRUSS A24 CUPOLA NOT SHOWN FOR CLARITY. ROOF SYSTEM IS COMPLETE. 2 — 2"X10" SPIKED IN STAGGER PATTERN AT 8" O.C., AS BEAM.NavaE ALL STRUCTURAL WOOD WORK SHALL CONFORM TO THE CODE OF O 26 CLEVELAND CO. 13A GALV. BEAM HANGER FOR 2 - 2"X10" AS BEAM. STANDARD PRACTICE FOR WOOD FRAME BUILDINGS, AND TO THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION 27 2 - 2"X10", SPIKED, AS LINTEL ACROSS. OF STRUCTURAL WOOD FOR WOOD FRAME BUILDINGS BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND THE 28 BOUdLE 2"X4" PLATE ON BEARING PORTION OF FRAME WALL. AMERICAN SOCIETY FOR TESTING MATERIALS, LATEST EDITION. F ALL WOOD FRAMING. IN CONTACT WITH MASONRY OR EXPOSED TO Ht 29 6" CLAP BOARD SIDING ON WOOD FURRING. �✓ o OISTURE SMALL BE PRESSURE TREATED. N 30 HALF ROUND, DESIGNER, WOOD LOUVER PLACED AS SHOWN, 'SEAL r, ALL WOOD FRAMING SHALL BE CONSTRUCTED TRUE, INLINE, AND N AROUND. SUITABLE FOR USE INTENDED. ® Z O 31 2"X4" WOOD BLOCKING, USE AS REQUIRED. H ALL OPENINGS iN WOOD FRAMING REQUIRED FOR EQUIPMENT OR - ❑ SPECIAL USE, SHALL BE VERIFIED AS TO SIZE AND LOCATION a �• 32 FiNiSH GRADE 1"X6", NAIL FASTENED, CONTINUOUS AS SHOWN. WITH CONTRACTORS WHOSE WORK DIRECTS. a: O O -i 33 FINISH GRADE 1"X4", NAiL FASTENED, CONTINUOUS AS SHOWN. r J ALL WOOD FRAMING SHALL BE ANCHOR ATTACHED AS REQUIRED TO © a LL PLACE FOR USE INTENDED. p.t O 34 CLASS -A FIBERGLASS SHAKE SHINGLES, COLOR AS SELECTED. Q z F 35 PAINTED ALUMINUM DRIP EDGE CONTINUOUS ALONG. Z w 0 w > PAINTED ALUMINUM FLASHING CONTINUOUS ACROSS. az4JOF FRAMING O II 37 SMALL WOOD MOLDING, USE AS REQUIRED.. PLAN SCALE -1/4=1'-0 L L; _2 t��� (� > w N METAL LOUVER EFFECT SHUTTERS, FASTENED TO PRESSURE TREATED w a. WOOD BLOCKING WITH THREADED FASTENERS. �t; 1' ': "' ''j 44 ❑ FOR NOTES, SEE THIS SHEET 39 PRE -CAST CONCRETE POTS, SHAPE SiMiLAR TO AS SHOWN. ` Q ze o t cc 0 40 PAINTED CHAIN, LINKS 1/4"0 X 1-1/4" X 2", AS SHOWN. j O x CC o t� 1LU `41 LOUVERED WOOD CUPOLA, AS SHOWN. ` M' J vm m 42 THROUGH VALL AiR CONDITIONER, SEE MFR. DATA FOR SiZE. f� m O 43 LIGHT FIXTURES, SEE SCHEDULE ON SHEET 6. JJL+DI:dy L!C'.'u<a_[.•.P, 44 2"X4"S AS SHOWN, AND VERTICAL AT CORNERS. ILi"J 7 45 PAINT—GRIP GALV. METAL FLASHING, SHOP CONSTRUCTED TO FIT AND COVER, AS SHOWN, FASTEN AT TOP. • ,46 WOOD LOUVER PANELS, PLACED WiTH THREADED FASTENERS. i N C 47 2"X2" WOOD BLOCKING AROUND AS SHOWN. D 0 3 48 < IT WIND VAIN AS SELECTED, PLACED AS SHOWN. o s 'r O U Q 49 211X6"5 AS SiLL, AS SHOWN. ROOF 50 2"X4" WOOD FASCIA CONTINUOUS AROUND. F R A M IN G PLAN 51 WiND VAIN AS SELECTED, PLACED AS SHOWN. AND NOTES . 77777 777, 77, JI ,-'. • 5,.: �.:.�.:. 1.._. :__., Jt .n. .l .n ;11-\.... ¢'�. ..r '.. .. .. ..: ..... ....4 .- .i.p. .-. a...'.,1 4- .1.. .' , ... _ .. ., ,. 1. • ... .. ..... - . ... ... ', .. -. r.,.'... . . ._ ... �. :. Y { V c N 306 �., ZN 0 M 0 U F Q ELEVATIONS 0 UU . CC M 0aJ o O LLJ I— 1 a. W o Yir Q U J z H Z Q LU W p J a W �> a � z (n a- m i Q 0 V w w ui � w_ V . � c00 W W '� (f) Z z w W ` x 0 C� a LLI oe =co W W , Z LL U W : z W z a J O _ z 0 '0 i •O afta V c N 306 �., ZN 0 M 0 U F Q ELEVATIONS 0 UU . CC M 0aJ o O LL Yir Q U J z H Z Q LU W 0 0 W �> a � z � J W U W' V w w a w_ Y � c00 lu W Er U x 0 LLI oe =co m ° L(� 306 c a 0 U Q Ir ELEVATIONS - -• - — - - - - - - - NOTES EWER► CODE -niNATRLICTION NOTES �����HALL VERIFY THE p:)SSIBLE EXISTANCE OF U, A CONTRACTOR SINGOR PROVI DING SPECIAL MATERIALS 61 AS PART ENTS FOR U CONCRETE' LIN 'ACROSS OPENING., REQUIREM! NOT SHOWN, AND COMPLY AS REQUIRED TEL IRED. AND/OR.DEVICES OF HIS. F.USE AS REQU I 'SCH RING AND BLOCKING, U FINISHES w/OWNER FINIS ED S AND f PRESSURE TREATED WOOD FUR VERIFY ALL COLOR RACTOR SHALL VER RING OR INSTALLING a CION, APPROVAL P REMARKS TAPED AND FINISHED. RECEIVE APP ALL CEI L N 2" AND jFI BASE'� .... . W GYP PRIOR TO ORDERING FLOOR ARK] ROOM MAT ERIA I LS . IN PROJECT. -TO VIEW IN THE ED R I OR AND INTERIOR WOODWORK EXPOS 40 ROUGH; FINISHED STUCCO. PLYWOOD, C EXTE INCLUDING ALL ALL BUILDING, EXPOSED WOOD THE STAND - FINISH GRADE WOOD; DOOR FRAME. FINISHED NO WOOD DOORS SHALL CONFORM To THEARCHITECTURAL 0 HARD PLASTIC5 A IFICATIO S PUBLISHED By cj go N C) DES ANrj' SPEC WOOD TRIM. ARDS GR4 FINISH GRADE TITUIE, LATEST AEDITION. Cie WOOD INS tu 3t to of 0 ku NOTED, u, jOoR SEE DOOR SCHEDULE. UNLESS OTHERWISE co FOR_�_ WORK IS By CONTRACTOR U UA lil- ALL at 1,�, .�; I- AS SHOWN. D ITEMS Z ROSS, FASTEN 3 PLACES _j `­ . 1 0 ABLY INCIDENTAL z REASON z be (L ALUM. THRESHOLD,AC FURNISH ALL RK. Z :z 11 >. < .tk UA >. CL CONTRACTOR SHALL TO COMPLETE WO ui 0 Y MENTIONED SPECI FICALLY t NOT OF BLUE - CONCRETE FLOOR SLAB. MAINTAIN A SET KEEP ON SITE AND CONTRACTOR SHALL IN CONSTRUCTION uj IN IGREAT ROOM WOOD HEADER ACROSS OPENING. F ALL DIVIATIONS FROM AS -SHOW PROJECT w I I I 1 0 TED FASTENED PRESENT SET TO OWNER AT 0 0 lie 0 PRINTS ON WHICH S .1 1 , , A - IT TOILET DOW, AS SELEC AND PRESEN MINUM WIN WILL BE RECORDED, < di LL SINGLEUHUNG ANODIZED ALU NCE AS AS -BUILT DRAWINGS. is -10 ACCEPTANCE 3 PASSAGE O -------- PAINTED SHELVES 3 PLACES EACH SIDE lie 0 4 STORAGE CONCRETE SILL SHAPE CAST -IN PLACE AS SHOWN* 0 < 0 1 rL LLI 10 m !AREA, s (n 5 SAUNA ADHESIVE SET AS SHOWN HARDWARE NOTE. MARBLE SILL ACROSS U) SCHLAGE 0 6 2� SHOWER IN -ACTIVE LEAF < H SCHEDULE. :HLAGE E51PD# FINISHES AS SHOWN IN FINIS RS ACTIVE LEAF, SIC AND PLY. L) DRES SL AREA ENTRY DOD T BRASS ROSE, 0 .4 ALL WITH PLY. INSIDE KNOB AND CAS E1931 ASS GRIP HANDLE. KNOB AND ROUND w. CAST BR. 405 WITH PLY 05 uj w ii, SCHLAGE F80PD AND F INTERIOR DOOR5 BRASS, LIJ HED BRASS. POLISHED. POLLS ROSE ALL FBB 1930 4X4 WROUGHT z ill PAIR POLISHED- z DOORS, w WROUGHT BRASS, EXTERIOR •PAIR BB 661, 4X4 W POLISHED > & BOTTOM, INTERIOR DOORS, I IVES 145BB-3 TOP ORS IN -ACTIVE LEAF, ENTRY 00 yb.FLUSH BOLTS TED FINISH. z u BRAS LCN 324 DOOR CLOSER WITH PAIN t POLISHED BRASS. LL- w 141 CHE ULE. LEAF, m 1184BV BUMPER, DOOR 's ACTIVE RIOR DOORS PEMCO. 1157A WITH RASS. z EX POLISHED B MCo. 01700, A INTERIOR DOORS, PE FEATURE r FRAME: HARDWARE DOOR MARKSIZE )TES. ISH NOTES F.1 IN w W '0 Ill _j Ill P_ 0 'go Y BEN.IAMINF MOORE Co- Ir 0 < Cie►go PAINT SHALL BE AS B z _j Ill do a A W PRIME COAT CL > > go 40 o w TO INSURE W -K o- gs az ACES Td RECEIVE 0 0 40 0 a ALL PAINTED SURF ;r` �f 0 go 1A x _j ONE OR MORE FINISH COATS 0 0 cc AND n U. 0 ul 1A a CC :UEJ O. w 39 a CIE IL w uu 0 0 Ill (D COMPLETE COVERAGE AND HIDE, APPLICATION OF Lo I- ac _j BEFORE CaL. 0 SHALL SURFACES AND/OR OTHERWISE IT" 0 x in 39 C ALI. CLEANED, I ASE, SANDED, OIL -7 PA14T BE S0 GREASE, E AL1. uIRT 9 a i,q PREPARED TO REM"' ClillEAN, SMOOTH, Frxj-3/q A 1* 0 2 -3'X6' - a OR SCALE, AND SURFACE LEFT .10 ELEVATION5.N.T.s. CONDITION TO INSURE 1'X6' -8"X1 -3/B" B, 1-f AND IN PROPER CO TYj­ FINISH GALV. DP .Y THE BEST r)uALI GAR WATEq 0 0 BOND WASHED WITH v I N E B ol LLJ 3: 21,4111 8"XI-3/8" METAL SHALL. BE RV COMPLETELY BEFORE D 2111 1o1IX6 i VXI�3/1� B AND ALLOWED TO ie 4 PRIMING. 0 2 ! 8"X6 I 811XI-3/8" B 0 1-1 1 1, I'm I mb n, IS TO BE FINISHED RK ACCESSORY ;; 4 8 , GRASBAR.'. X�48." I AS SHOWN 5 6206� ' , BOBRICK: 14_ TOILET I'PER.WATERCLOSET TISSUE DIS BOBRICK B-288 7 T E -�-262 1 PER RESTROOM 5 OBR DISPENSER,' PER LAVATORY 165 • MIRROR BOBRICK 4 DETAILS N.T.S. T ER WATERCLOS COAT 5-2216 s BRICK 1'P ER 0 41 lq 577,l �r7 I IMF S�Vt�l '5 q !Tj 11 31, r I jK7 Z;X� mm_1777177�7 y... Minna mill IRI I I 3TI'M f - N 11,7771"77FIRRI., �R,157 N --w M.7; 77 1", Rip FORUM, REM= x. 1y µK1 �A V�P V,� RK ACCESSORY ;; 4 8 , GRASBAR.'. X�48." I AS SHOWN 5 6206� ' , BOBRICK: 14_ TOILET I'PER.WATERCLOSET TISSUE DIS BOBRICK B-288 7 T E -�-262 1 PER RESTROOM 5 OBR DISPENSER,' PER LAVATORY 165 • MIRROR BOBRICK 4 DETAILS N.T.S. T ER WATERCLOS COAT 5-2216 s BRICK 1'P ER 0 41 lq 577,l �r7 I IMF S�Vt�l '5 q !Tj 11 31, r I jK7 Z;X� mm_1777177�7 y... Minna mill IRI I I 3TI'M f - N 11,7771"77FIRRI., �R,157 N --w M.7; 77 1", Rip FORUM, REM= r . J I O 4" - — - TO PUELIC �_. ---- C.O. SEVIER - --- - �:'.� MAIN N. I --•— - ----�--•-•-•--- - i. r PLUMBING-H.V.A.C. r �. PLAN SCALE A'= I-0 N FOR NOTES, SEE SHEET 6' l •f, P` 1:117271 .ti x, _< •:: 3/4 CW HB. I ,' CQ J I SHOWER l (� 3.1 LAV URINAL Z; METER TO WATER MAIN. �I V.T R. \l .I 3A CW I3i4 CW WATER CLOSET \>�4" -RISER DIAGRAM N.T.S. OTHER DIAGRAM SIMILAR i i /,>P-14 -13 P-15 P-1 6 P-2 Pool DECK 6 SITE LIGHTS O7 P. PUMP`S V. PIiMP. . __—, LIGHTS, O t. I O - O ! P-9 t O I WP J METEREEE- I � �10� - P-1 i O I P-17 P5 0 I P-16 •r P-10 3 � JID _ O \ C4 ,. t I ELECTRICAL PLAN SCALE 1/4 I0 9 PIP 3 i�'G' i E! b1 'E' f l' tl l..�G•1 `.b •1' L"J�C>Jl�F it y•n .1 W' TIMEr�roto v� .;� i•,,, CLOCK BLUILMNOu + r -1•n 4 125 AMP O ' METER PANEL 12 � II TO FP&L SERVICE RISER DIAGRAM N.T. S. W ; W o I Q Z Z U Q a i U) -QJ w co U) a a � , w uiU wD (� Z w W Ll- Z U LL w z UJ U a ' 1:1 _ w O = Z Lr U Q M Z N m M N � (7 ® _■Z z p J Cc —ate s CC p �q O co 0 a u 0 �y p J {�1 U Q Z'- cc W zZ 02 2 0 a CL Z 2 �. U > w Q a w< O U En a L Y O O cc 4 ` M I ` x V W O m m �o DC LL CL C f' O .Q _ Y O U Q � PLUMBING H.V.A.C. AND ELECTRICAL PLANS 1: -- �-- P — 5 { u, 7 . !j l / ' ':T .. \ ,,, ._ .: ! L x �. F , _ is \ 1 _. � :.:. _. i .:. ,,,, , :.: n 1. .r:�i I• ._ :..^T.. : y n. � V Y .l [ [ _ �.. .' .. ... L ... t r .,• 1. a Cr .. 1 -. :,. . ,. .. T .. .. ,. .. , ... .. .. ,. _r ... _ } _ V _i !. 4 Y . Y. H _ ,.. r >. ^, r_, ... ,r . ,t ,.x 1. �. .-f. <.v... ..... v. ,ia-. .... .M. .. .... Y. .. .�• .. h .,. .. :.2, .S i.. ..s� e s:Y "Y.` II� +[ .x,n r .F.. #-a•r, Y M _P. 1.-•i _sa., a: '->.].,f,. nt ,ka. +t. ,u Yx S. 5: .. .sV•.1: gid. v .,H,' ,. , ,o4... .A -r.. t r -Y. , Y _J r -.. .. al ... t. .. v. .. ...,.. ,{ t ^x.• > s.-. .., r. -r> 3-. ... r. .P. F. \... -i -. Y , .. b.. 4'q .. .. Y ., ,.. u S r.-', 2 _. .r -.'ie S. .a .. ,- , .... . ,i.. ..r. .:A• .-u .. r- L. •.- .5. .d.. k:. » ,.YA. ".t: >v >`. !i&. t � . fi T x ... ..,. l .- .. ,, ,. .. .. r i' ,. , .,. x,.. .. ..' L r,. _ i. �` F ). q__ i 'w' , t •'"�'_ ..! „4 .jp. , rl'. .t aS .�. .». .. ... , ..... . ✓. „_ .. r._ .. ->s .Sl +, .. ',.. , � �. it •C J r_ _n . , . -, ... n(�. ., ,.a f ..lu. a.. , s .C, \ , .%.r i. Into-. .1, .iS.. v,.. s.. ..).. '�'.'„ _.l , -L Y+_. a ,r, c. i,. ..x . , i f .. � �... ... ... h .4h rM _ a .. 7 - .#" .. / . _ r"` .>.. .-•- \ z, s. - - _ v .. 'H` h .n P }H .4 3 c..n :: 4 '7 i -.}..3.' 3li 3, ✓'. C • : .. _ s., .. _ .+ _ ,-.... •. .w" .. r .. . r .a'tl ,.. ,s. .. ..#. , a•'Ns�.- � r �'. F .� ,a .. .,. z. c > . � cdb ... r .. ,. .. , 1 ... . d, .. h' .c « ts•• ., .. .. .! +, t r , . .. ,. .,.. 'tk- .. '� ... f [ �r x 5.. b %vl. t.. � ' .w T,-. 7r :3W . rt 6t� . 3 » u.�, .x . ,, .. h .rt r - . ,. .. a. k a ..... _, t7 .., t, .. <.. - -,.o . .. . , ,. . Y. _ y... � v , •..e , J A e v :. •, \-\ u ). ,.u,. ,t> M. ,. .., .. t.. ., 1T c_.. .,,,.Y,, }.. •» ..: .. ,�.., .. ., e �-3+. o f x4 faro v : ., • JL u ,J. .. r .�. _ v. 4 _ .-, ,: s rP - .. R- .. ..+ 7, dT1 is F n� r. �'•. N ,.,�f. w S s �, u1., :..Us�3:lAui' .. _o a •, .. f t r ^ .. �., t �+ . s ,. i , .. .} 14 i, � ., .r.. a .- ....,1., a : h .r -, .v. .,:.n, .D .... .. n. Y Y. f 7 - Y r _... , .. a. xa $. .. .. ,. Y. , /. ? .,....,.,... ..... ..,Y .?' .x :.. _.... .. .M. S .. .. � �r �.. ,e.,.... ,� � t� f, 9'�' '•4. 4. {�. .� ! r+2__� i.ar n. .. .. 5 • : . '�- .. h X.d . I .. ., t. s , h - ..-F� r'1•... v. .. L :J t. - -.lr . e , - � N !k -{'Z i i Ir- .: :,. C � r !>i .r i a .. • .x ..' Y. i +. 7�« � k-... `•i '.� ..W.. k-. , . , .. - ., -..-, ... , r^u. .-,? r � • j �'` r. ,. s rs .>< r+.t" . x- � - .T �.,- , ' ., <e ..r.. 3 ,�. - . ti L a' .... - ..�f-- _ .-- v 4 , . , , „ r. , �1, ed.. . u. .. . {r•.s, .L., iP.-k. Y,,,� .S . . 't„rt U„ . 'i .1 .. . 4.. .. G.4.: rt :S `}eY'f Y a r a., ,1 ,M, v.. ' F .4r. $ -�. x r t >. .0 t ,(� i/ «,�+ .�..� ,r1�`...y a+. .rli, • �sr �.� ,, ,rs . , r . ,... r« , .• ,�. "4r - .. j a . <. ... r +.�. +r r, ii,, L._ 's.r ,,�. 3� '.r i r>- .,. ..-x z� } .. h. £, e�... Y... .'�., .G,. v'4.. ,. S. 2,r. .r$ , ., .. w ., , :i..i' i•, :� ..__. . a ✓ .. �., [. • 3.#�!,� "-1 :+. - .: -K � '-f=^ .,.»r . x 'r � S >,..., r ,.n<. r .'v- f ...,. -'?_ ,. [� I at y `N` -:'t�•.. . y Wti. ..t:Y: k :`1'�J. `�. .H.. .t. t �1 , . �. ..._.: - ..M ..... _ .�%. .. , f1 .Y' h.. tYv1"• � t• � " . ,.. .1, .,. .. r .. �'•P. T' _ �.... J tte�rr f t. i}C ! .... :iK^.- ';Y^ ..4 rivuv' YLf .:. ,. F_ .,r , _ ,.,.,•. `r . < n, :, � ' .. s. ,.. ,.. .. r...,, s _. ..,, $ ,a., .. .. ,. a� � vrr .. � •t ..,:,. .,.,� �'^:r ^!. rRT; .. � .ye�. r, _% _.v..;- u. t.rv�.t,�..• --- - -.- _: -: �.0 <.. - .'Z<.or}z"i .,,e',C r r� �. '#•'[•, Y x � H .,.: ,.,: 7f•,..,... .•...;. � ..a .. �ti, �„ . m 2 - :a, f..Kr . _.'r^I. Y" 4 syy1' �u ''w.aara-a • v I ELECTRICAL NOTES r� w r ,rti� �j CONSTRUCTION NOTES PLUMBING NOTES IR A A WORK SHALL CONFORM TO THE RULES AND REG- 1'jA�A ALL.MATER[ALS SHALL BE NEW AND ALL -WORK SHALL COMPLY WITH 1 CONNECT TO CITY SEWER MAIN AS REQUIRED. ALL PLUMBING 0 L ,S L ALL MATERAL STATE AND LOCAL LAWS THAT APPLY TO ELECTRICAL ULATIONSOF THE STATE SANITARY DEPARTMENT, AND STATE r.°t INSTALLATION. _ 2 CONNECT TO PROJECT WATER MAIN AS'REQUIRED. FIRE MARSHALLS RULES AND REGULATIONS THAT APPLY. i. 8 ALL'FIXTURES AND EQUIPMENT SHALL HAVE SHUT OFF VALVES Bt CONTRACTOR SHALL NEATLY MARK ALL CIRCUITS AT PANELS, AND �� CLEAN-OUT WITH THREADED CAP AT. GRADE, WHERE SHOWN. AT OR `'NEAR FIXTURE UI MENTEOUISHALL MENT, AND THERE SHALL BE PROVIDE FINAL CONNECTIONS TO ALL EQUIPMENT AS REOUIREO. O HOUSE VALVE IN CONCRETE BOX WITH LID AT GRADE WHERE 'SHOWN. A SHUT OFF VALVE LOCATED IN SUCH A MANNOR AS TO CON- Cl ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH VENIENTLY SHUTOFF WATER SERVICE AT ENTRY TO ALL t EL, - O ALL PIPING SHALL BE PRESSURE TESTED FOR LEAKS, PRIOR TO UNITS; SHUTOFF 15 NOT TO INTERFERE WITH NATER SUPPLY ` THE.,WORK OF ALL OTHER TRADES. COVERING. TO ANY OTHER FIXTURE OR UNIT. pp CONTRACTOR SHALL COORDINATE THE LOCATION OF ELECTRICAL �6,1 PURGE ALL LINES OF DEBRIS, PRIOR TO PLACING FIXTURES. Y SERVICE AND METER WITH FLORIDA POWER AND LIGHT CO. v C : PLUMBING CONTRACTOR SHALL COORDINATE,HIS WORK WITH , THE WORK OF ALL OTHER TRADES.E ALL WIRES — 010 OR LESS TO BE TW TYPE; 08 OR LARGER TO PIPING AS SPECIFIED, FIELD PLACED AS SHOWN. , BE THW TYPE, CONDUCTORS SHALL RUN IN CONDUIT. COPPER PRESSURE RELIEF LINE TO EXTERIOR AS SHOWN. _ D ALL WASTE PIPING SHALL BE SCHED. 40.PIPE AND FITTINGS. 4"� _ 878 4•'"'� � E ALL HOSE BIBBS ARE KEYED HANDLE TYPE. PROVIDE CHECK F NO ALUMINUM WIRE SHALL BE PERMITTED IN UNITS. 9 SEE RISER DIAGRAM THIS SHEET. VALVE AT ALL HOSE BIBBS.' G PROVIDE GROUND CONDUCTORS AS PER THE NATIONAL ELECTRICAL Q 10 SQUARE—D 125 AMP MAIN CKT. BKR. PANEL LOCATED WHERE SHOWN. c ALL CLEANOUTS TO BE JOSAM OR EnUAL. PURGE ALL LINES CODE. U) 0 PRIOR TO FINAL CONNECTIONS BEII(G MADE. LLQ ct C[ 11 3-/1 THW IN its" CONDUIT TO F.P.6L. SERVICE. W OO r CLEANOUTS SHALL NOT BE MORE THAN 50' APART IN 4" LINESQ Z IL 12 1-16 IN 11' CONDUIT, TO 5/8"0X8" LG. DRIVEN GROUND ROD. AND NOT MORE THAN 100' APART FOR LARGER LINES. CLEAN- V Q _ OUTS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION. C) 13 TIME CLOCK FOR EXTERIOR LIGHTING CIRCUIT. A CLEANOUT SHALL BE INSTALLED AT OR NEAR THE FOOT OF O J Q. EACH VERTICAL WASTE OR SOIL STACK. Qr_ m 14 RECEPTICALS AND SWITCHES SHALL BE EOUAL TO LEVITION CO. H CLEANOUTS ON CONCEALED PIPING SHALL BE EXTENDED THROUGH WQO 1S ALL WIRING, AS SHOWN, SHALL BE IN CONDUIT. AND TERMINATE FLUSH WITH FINISH WALL OR FLOOR. U 16 9 LB. CAPACITY ABC FIRE EXTINGUISHER WITH SEMI -RECESSED 2110 J ALL INTERIOR WATER LINES ARE TYPE "L" COPPER, ALL EX- O w U RSG CARSON METAL CABINET WITH BREAK -A -WAY PLASTIC PANEL, TERIOR NATER LINES ARE TYPE "K" HARD COPPER, w Ld MOUNTED 32" TO BOTTOM. K ALL WATER PIPING SHALL BE SIZED TO PROVIDE FOR LINE Z O a Z z PRESSURE DROP. (� W L PROVIDE PRESSURE REDUCER VALVE WHEN WATER PRESSURE IS L1., z Q GREATER THAN NORMAL. LL W U r. COPPER WATER TUBING MUST BE SUPPORTED AT 6' INTERVALS. Ll- z FOR PIPING 2" OR LARGER, AT 10' INTERVALS. W< Q 7) W I- N HANGERS AND ANCHORS SHALL BE SECURELY ATTACHED AND BE Q METAL OR SUFFICIENT STRENGTH TO MAINTAIN PIPING IN U R AND PREVENT RATTLING W = rL .t l{ f. LIGHT FIXTURE SCHEDULE MARK ALLINGMENT WITH 57RUCTU E LAMP- MOUNTING 1 PROGRESS P-6666 W/P-8 HOUSING 0/ RECESSED P SHOWERS TO BE EQUIPPED WITH FLOW CONTROL DEVICES WHICHO . SURFACE - 2 cr LIMIT TOTAL FLOW TO MAX. OF 3.0 G.P.M. PER HEAD. WIR. O = z > 18672 WITH 4"0 DUCT AND WATT � U RECESSED a 0 FIXTURES SHALL COMPLY WITH SECTION 901.1 OF STANDARDLV POOL. PUMP SURFACE 4 O M; WALL BUILDING CODE. 1 � Q ro M PROGRESS - TC -5638 2-40W WALL ---= TC -5453 WITH BRASS POLE FTG. 6 4 - rL .t l{ f. LIGHT FIXTURE SCHEDULE MARK DESCRIPTION LAMP- MOUNTING 1 PROGRESS P-6666 W/P-8 HOUSING 0/ RECESSED . SURFACE - 2 PROGRESS P-3516-30 WALL WIR. 'WATT W3 CKT. PDL. 18672 WITH 4"0 DUCT AND WATT 3 NUTONE - 1841AL CAP' `( RECESSED 10 3120 POOL. PUMP SURFACE 4 PROGRESS' -`TC -5653 i -60W WALL 1 2 SURFACE 5 PROGRESS - TC -5638 2-40W WALL ---= TC -5453 WITH BRASS POLE FTG. 6 4 - 6 PROGRESS P-5303-31 - 7' 3-60W POLE $ TC -5403-31 WITHPOLE FTG. G 30. 30" 7 PROGRESS P-5303-31'- 8' 1-10OW POLE 20 12 3120 SURFACE 8, PROGRESS P-5648 (GARAGE) I-10OW WALL D 125A, 120/208V, 10, 3W I 125A MAIN CKT. BKR. PANEL FLUSH MOUNTED NQO; 20 SPACES:ELECTRICAL CKT. PDL'. A>fAP WIR. 'WATT = DESCRIPTION CKT. PDL. AMRWIR: WATT DESCRIPTION 10 3120 POOL. PUMP 2 2 20 12 11#35VACUUM 1 2 30 3 - -- -- ---= ---- 4 - -- -- -=-- ----- $ 2- 30. 30" 4500 W;HTR. JACKSON CO. 6 2 20 12 3120 A/C, GE. AFE 12D3 7 - -- -- ---- ----- 8 - -- -- ---- ----- g , 2. 40 8 6670: SAUNA -1 10 2 40 9. 6670 SAUNA -2 Al- ----- 12 - _-: _--- ----- 13' '.1 20- 10 1 720 POOL DECK LIGHTS : 14: 1 20 ': 10 600 RECEPT. AT FILTER IS 1 20 - "10 720 SITE LIGHTS: 16 1 20 12 1260 BLDG. RECEPT. 17 . 1 20 12 760 BLDG." LIGHTS -1 1e 1 2012-` 855 BLDG. LIGHTS -2 19 2 0 21 22 23 24 25 26 27 2e 29 30 31 32 33 34 35 36 3T as 40 41 42 , HN.A.C. NOTES ' A ALL H.V.A.C. WORK SHALL CONFORM STRICTLY TO THE LATEST t EDITIONS OF THE RULES AND REGULATIONS GOVERNING, AND THE [? FIRE MARSHALLS RULES AND REGULATIONS AND LOCAL ORDINANCES sompm .1 THAT APPLY. • . B H.V.A.C. SYSTEM SMALL BE COMPLETE AND OPERATE IN SUCH A MANNOR AS TO ADEOUATELY HEAT AND AIR CONDITION THE BUILD- ING ACCORDING. TO ACCEPTED STANDARDS. C CONTRACTOR SHALL TEST AND BALANCE ALL SYSTEMS. �1 D AIR CONDITIONING CONTRACTOR SMALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES.Z ion {� ,tet� r f! z z O ¢ ♦ F_ o t — acro O1 ® J F" ir T7 Q ¢ t t l j ,.. L•I LJ IJ L::�L./ W � ® 0 .¢ z LLI VY+Lu ¢ _. ;,gee .rri7 � � �ns "/1�� " 'jl nLI•rcp) 1,� U Vykl(��' Eti�:l",tiaG'IL.Y✓'+3 4J11ij 1:+'a i♦/�1�pV Q Y [n .._ Ys O m Ox ¢ JLi�in O RIT9 m CC vu'o C:a LpyLI O L�m � Q O r cc LL 1 - x a .; e I % N c v v ° CL 3 N o v Q D: SCHEDULES AND NOTES r Vrl _ .. , r ... , ,. r, ,.. .f C •. irnK ,«. , ,., r it ,-.: ._ t1A ( f. ,. .. ,.,• 1. l.v .. -:�i, r , �. rr r. I Y Y . ..i ..fir{.. -n .,.1 -...., 1.- i .>y .n. _ .r r, _, A ..•. .... .., :.).. v. i4.., ...r.4 ., ..n .,, V, ♦,. W .. ♦af,_ }_.. 4`- ... i. - ., .,.r r. i. a. .. v .. a _.. ,... e. „ ... , ..., _2.. ,. .. • ., .. ... :.r.. -1. res ,, .. _:. .,.- .-,. 5 ..,. • ..