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1765 Beach Ave i RVEY OF BaUNDARY ,SU WING MAP SHO ILOTS 33 AND 34 AS SHOWN ON MAP OF NORTH A7LAN77C BEACH UNIT 11, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED FOR: SETH & BRAND! PA YNE, I Y' i .k�.Z� E 6y9ga � A-17 a N w COASTAL CONSTRUC77ON CONTROL UNE COASTAL CONSTRUCTION EROSION CONTROL LINE GENERAL PERMIT LINE OF DUVAL COUNTY FLORIDA O/R 12975 PG. 1781 P.B. 35, P6'S 59-59B LOT 35 l CONC. BLOCK FOUNDA17ON /1769 (F.F.E-20.68) 20.6' - t N. 2185931.937 `O N89'58'08'"ji,' 7.00 354'+ lO o0 E. 53070821 '� - tV 2M82 PPE OWN PPr,3, ( _ ,70' LKH BRICK PAYERS •, COV. 425' BRICK c.w 13.6' O 9 m x m W 2 STORY STUCCO O g BASEMENT GARAGE � o � 0..` Mr` n F.FCb cr. GARAGE 15.06' u A 0 $ Y y N W C F.F. 2ND FLOOR 32.78' O �` Ab C� 44 a /1765 it 35.3' 1-4 nL£& BBO WOOD STEPS R 34. ' 29.8' # P x �"► 2 181.91 PAD TILE 4' WOW ("P) 1�•► Cy WD. POOL 1` nLE COVERED COV. SUMMER KITCHEN JAC. N. 2185832.006 CONC. � CONCRETE PAVERS I 100'+/- E. 530715.000 345+ - _ 73.69 mol 9'5.9109 209.SET 88' x BENCHMARK ur AV coma 6.3' w�C } N 2069l'AWN PPE IV OWN PFE ELEV.-11.73 �G �O¢ U �p d0 7G,E, �c EASEMENT FOR 1 a; 2 STY BRA INGRESS AND T,1 z, o EGRESS PER ORV 529, PAGE 120. LOT 32 r ►v � N � t�v I V I I I � I REMISED: FINAL WO,f 09-952, 9-29-09 I # REVISED. PIUNGS� WO. 06-1130, 8-1-08 I U REVISED: FOUNDATION, W.O. 08-1106, FS 1131 PG. 9, 7-29-08 o / COMMENTS LINE, �0SOUTHERLY PROPERTY LINE, W.O. 08-1018, 7-11-08 REVISED IREVISED. RELOCATE VEGATA770N NE. r REVISED: DEP SURVEY W.O. 07-1990, FB 1115 PG 41, 8-8-07 REVISED TO SHOW NORTH ARROWu04-19007-927, 4-11-07 06 ' # 7HE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD ' INSURANCE RATE MAP_L— FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DA7E0 4-17-89— AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONS7ITUTE A CERnFICA7I0N OF SAME TRI—STATE LAND oSURVEYORSp INC. 731-7235 8411 BA YMEADOWS WAY SUI TF #2, J LEGEND C 2006: 7RI–STATF LAND SURVEYORS, INC. . comc. "m BEARINGS BASED ON C.C.C.L. LINE AS SHOWN. CAP f 4144) NOT SURVEY DOES NOT REFLECT OR DETERMINE OWNEkS1ll>'. 145 ,� � NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL. RAISED SEAL AND NOTES• G NM Con.(FOlMD) OF A FLORIDA LICENSED SURVEYOR ANO MAPPER. ®apse cur THIS SURVEY BASED UPON DESCRIP77ON AS FURNISHED, AND WITHOUT oryTO UNBEARI GS BASED ON TE COASTAL RIDA DEPCONSTRUCHON ARTMENT OF BRL BUXMC E+�"RES�RW UNE BENEFIT OF A TITLE BINDER/ABSTRACT OF TITLE AND/OR DEED RESEARCH. ESM7h� NATURAL RESOURCES FAR DUVAL COUNTY, AS RECORDED � - 1,–�, LARRY G. EDDY P.L 4144 NO. 581 IN "MAP BOOK C, PAGE 72-72H, & D.R. BOOK 7379, WED AREA SCALE: PAGE 1769-1782. Alt A14 G10Ap lI MM W FlELO WORK DATE: 4-13-06 3. NORTHINGS AND EAS77NGS BASED ON NAD 83. o ca�1F EG RVEY A MAPPER, 2.) ELEVATIONS BASED ON NAW 88. '' (R) RAMAL DWANCE I ) SIGNATURE DATE: 4-14-06 STA – FL 21 ORDER – I A-18 ;�� f j Y i { 1 i(!� 'S 4 t pt fi S (t { (@� 1 j� i +/It 1� { �� 11 . � �( . } � ) � \ \\ \/ Z ^{ Jill \ \ � \ { � � { . . � . i \ � � NL z �z p . U! } O LU G vc Qom' i O \ f�,. U3 -T- W x Vl > a c r. p -U0, c a z Q Isl n W ' rcWFpQ s+.G ir, mu; aa z � � E � 0 ON zoQW Q J c N n � cQ � cLL Q v. < W IM aaQGw zt=Sy, r� c � � W � � LU � a U- 0 L W � OOZa � W0 '! ( � Z Q z o 1 a Q Y3rJ' V U Q W Ova G LI �1 O ? p 4' NC c G � W * � C F G LL W LL cr = l '[ w - v 9r. 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CORES .atiG:rOFtS - 5 1 If PTL I 1:1:�: SIDE t'h ?00%, S7u� 2- zX& OR 2x4 carr. wooer VOL ATE 7c;� • 5o�c� o�+ g•� *' :tom TDf Or= MO. ';.ATE i � STANDARD BUILDING,COOT:(1994 EQrT1UN),ACI,A7'IC,NDC,A�VPA,A�'A(I.A7'ES'1' $tDRS O!� tNCs� \� T. U � A � EDITIONS) - �� � I I ► . + � + ! ! u. a , I .i. LiVE LOADS. ROOF LIVE LOAD'1'pP CHORD ------------30 PSF gYle+!'t'"r 0z;.=_R 57;,^. FLOOR LIVE LOAD ------40 PSF as I! 3, WiNi)LOADS,(1 tO Ml`il 7ANi":) , � 5 FOR P a►.;:.Ls.w.:. BASIC VELOCITY PRESSURE ------- ----25 I'SF 4, MATERIALS. s t.� ►6• ! ��` i CR'r41=SnDs---- All ;; l \.0 CONCRETE(NORiA1YEiG11T-2a HAYS), I + i + I SLATS ON GRADE AND FOOTINGS---3000 PSI � '�,,� � � • � � � � � � ►x -■QGKittG \ REINFORCING,ASTM,AGIS,GR69(l,Al'30 DAIt DIA111E'!'EItS) f f 1 WELDED WIRE FAt3RIG,AS"I'At,Alas(LAP G' A11NIMU1*1 ONr7i�,;� ►,_._.� . UEno HOLLOWCMU ,AsrI+1,C-90,'I'Y PE:I I � MASONRY MORTER,ASTM,C270,'I'YI'E:11%1' ENO .PF�LUh3ER,WOOD GONS7RUCIIUN IN ACCORDANCE 1Ii11 C1At1Ft i i OFr1tE STAVDARD BUILDING CUi)E. ` N''M T:i s''4S 3' CIC V 1 • UDS,SPRUCE- rINE- FIR,MC 13,NO.2 01.11ER MULTIPLE S'1'UI)S, . SOUTHERN YELLOW-PINE,MC 19. NU.2 / Lil to+Olr�ltliDt�C�, 1 + ' I �71t�E11;OQ'>PL/C � PLYWOOD, 5/1" APA C-D 24% TNT. 1 ITII EXTERIOR GLUE (COX) Ott ENGINEER I �.�.�ADr ��� � . � ��S�Dr:�F i APPROVED EQlT1YALEN't' FUlt ROOF SIiEA'1'111NC AND IS/32" APA PANELS FOR - - - 3 - .-LIZ.E10�"J 37U7S Ek-.�+ ��� By-My CTWER _97 UD. SM OF OAL L OF�'s9 T:'P1Cr'+L TE 1VALLSIIEAT111P1G USE APA PANELS FOR 1VAl.l.SIIEA'T'1NG. USE:APA S7'Uitn- 1 -FLOOR%"T do G PANELS GLUED AND NAILED. NAILS, 11U ( fi" ON CENTERS OF Sl1rPUlt'1'ED EDGES (!N THE SEAMS) AND 04 H" ON 1.,.•GL '-lam•-,.�_■?� =Tr4I._ �1� 1N 1 ., RJOR•�...ARIWS =X I._R10 WAL,..5 t� r�r.r�r.r. ■ ._.� _.r-� INTERMEDIATE SUPPORTS(1N 'I'11E; FTEI.I)) FUIt ROOF SItEA7'ItiNt;, FOR WAI.I, Q SiiEATIIING,REDUCE NAIL SPACING TO 4"c/c AROUND OPENINGS. ye FRAMING ANCIIORS, ' NOTED ON PIANS DY'SI111PSON'OR APPROVED EQUAL. USE'Z' COATED Olt STAINLESS STEEL CONNECTORS. TRUSSES, ROOF TRUSS FABRICATION SHALL OF APPROVED BY ICIIO. FOUNDATION ANALYSIS PROVIDE SI101' DRAWINGS SIGNED AND SEALED BY AN ENGINEER 11O1.DiNG 1. Sec Nadeem G. Zebout�i re A 2 1998. CURRENT REGISTRATION IN THE STATE OF FLORIDA. A MINIMUM METAL 1. P. E. report dated April � PLATE SIZE IS 15 SQUARE INCITES AND DESIGNED IN ACCORDANCE WITH TIIE DESIGN SPECIFICATIONS FOR L1GnT METAL. PLATE CONNECTED WOOD ROOFTRUSSES. USE NIT612"AT THE ENDS OF EACHTRUSS AND USE; 2-'A3.9,' @ 2. See Atlantic Geotechnical and Environmental Services report JACK TRUSSES. dated May . , 1998. ALLOWABLE SOIL HEARING PRESSURE ---•2000 PSF 1 IOlt IT IS THE CON'T'RACTORS FULL RESPUySI1TILi'fY 'l'U INSURE'TIIAT Tl1E SOILS Allowable Soil Bearing Pressure: 29000 PSF CAN SAFELY SUPPORT THE SUPERIMPOSED LOADS TtY oB*rAiNING THE � ASSUMED ALLOWABLE SOiL BEARING CAPACITY. T111S CAN BE DONE BY Existing Footings. $„ X 20"= 1.67 Sq. Ft. HIRING AN INDEPENDENT SOIL TESTING LABORATORY TO PERFORM SOiL POCK-I N4 BORINGS AND MAKE RECOMMENDATIONS FOR SITE PREI'ARA'r1UN AND cS�C����'`t� . _ / Allowable Loads per Lineal Foot REQUIRED IN DENSITY TRS'TTNC. � S. TEMPORARY BRACING, �_ _ 2,000 PSF X 1.67 = 3340 PLF A � — � � ,��`. CONTRACTOR SHALL BE RESPONSIBLE:FOR ALL TEMPORARY BRACING'r11A'r Existing Loads on IS REQUIRED DURING RENOVATION AND CONSTRU01ON REPAIRS 1'0 KEEP �G''� Q�,,j g Footings = 11000PLF EXISTING STRUCTURE SAFE AND PLUMB UNTIL,TiIE ENTIRE S'TRUC'TURE IS IN PLACE.BRACING SHOWN ON DRAiVINGS IS FOR TIIE COMPLETED STRUC FORE; ONLY, Third Floor Additional Loads: �r Floor Live and Dead Load 40 PSF X 8 Ft• = 320 PLF . .a • � .______ ,- Wall Loads � .� A0112 GGoj 9Ft. X 20 PSF 180 PLH I(,,,. __ Roof Loads pT' 22 Ft. X 50 PSF= 1,100 PLF Partition Loads= 100 PLF 1,780 PLF Pius Existing 1 000 PLF = 2 780 PLF � ”— which is less than 3,340 PLF allowable ~ Z - T% ot 7% 44 r Olt *r 150 FV S LO POO V 50. 1 w igoo� 1 p ,A.V*4 Its GENERAL NOTES AND SPECIFICATIONS p M i Material shall be C-D exterior grade of sizes indicated on the Drawings. SI W K Fiall �ig ,C,arueairy: Provide and install all shapes and sizes indicated on the Drawings. —` --�- - Casing,base,door and window interior trim shall be fuiger jointed white pine or equal for painting. ..__k Remove grass and other deterious matter within the construction area prior to ' accomplishing the work. Exterior Wood Trim: Exterior Fascia, window and door trine shall beP ressure treated. Sofrt material shall be Southern Yellow Pine, D or better, V-Joint, 'Tongue and Groove. i Demolish and remove as indicated on the Drawings within the construction Install with stainless steel nails. activity. Remove the roofing and roof decking, leaving the 4 X 6 beams in tact. This must be accomplished for the addition of Level 4. StAlr#3; Carriages shall be Clear Fir 2 X 12 with 2 X 12 oak treads. siPigs Concrete drive and basketball court shall be 4" thick concrete slab with 6" X 6" IVood 5hii', I . Wood shingles shall be cedar sawn 1$" minim q� g � minimum length and shall be W. w. m. over.006 visqueen. Finish shall be light broom. Provide brick accent strips and installed with bronze or stainless steel nails. patterns as iiWicated on the Drawings. Buikfi, t�jUsHisfi s: Provide fiberglass batt insulation between studs in walls and in attic .Eandsca iag: Plant removal and relocation, tree removal And relocation and all landscaping space above ceilings. Provide%" styrofoam insulation between I X 2 furring strips on and irrigation design and installation shall be accomplished under a separate contract with exterior concrete block walls. the Owner and shah nSI be a part of this contract. Com,bin trvo_rk: Provide an allowance of$25,000.00 for cabinetwork and tops for the following Swimming Pool: The swimming pool and associated equipment shall be under separate locations. contract with the Owner and shall no be a part of this contract. Co-ordination is expected 1. Laundry Room cabinets and shelves with the various Sub-Contractors. 2. Garage 3 cabinets 3. Kitchen and Pantry cabinets Ese ''fig; Provide and allowance of 53,000.00 for new wood fencing and repair of the existing 4. Fireplace shelving fencing as required for pool and site enclosure. 5. Bath I and 2 lavatory cabinets 6. Bedroom 1,2 and 3 and Playroom desks and shelving Wood Walks and DecksAll wood indicated shall be pressure treated. Provide an alternate 7. Study desks, cabinets and shelving price for Alaskan Cedar decking only. S. Master Bath lavatory cabinets CONCRETE 9. Guest Bath lavatory cabinets MOISTURE PROTECTION Cast In Place Concrete: All concrete shall be 3,000 P.S.I. All forming shall be true, plumb and level and of sizes indicated on the Drawings. 1_1ft i ROAD &anlL.RolLf Membrane: Membrane under the metal roofing shall be W. R. Grace 40 mill, "Ice and Water Shield" membrane. Metal roofing shall be 24 gage Galvalume RY metal roofing with clear acrylic coating. Style shall be standing seam pans, 12 inches wide with one inch standing seam with concealed fasteners. The preferred Roofing Contractor Block Masonry: Standard units,standard weight concrete block. Provide galvanized wall shall be Jax Weather Shield. reinforcing (a) 16" o. c. vertically, Membrane WaterAroofing: Exterior decks shall be hot mopped asphalt felts on plywood METALS substrate under concrete base at the Master Deck and Guest Deck. Ferrous Connectors: Anchor bolts and other ferrous connectors and fasteners shall be hot Caulking and Seals ts: Cauking and Sealants shall be butyl or silicone and shall match the dipped galvanized, surfaces sealed. CARPENTRY DOORS, WINDOWS AND GLASS Roush CarMnlrv; Rough framing material shall be hem-fir, No.2 Southern Yellow Pine or Wood Q22 : Wood doors shall be of the sizes and types indicated on the Drawings and shall equal. A11 wood in contact with masonry or concrete shall be pressure treated. Wood for be ready for painting. deck framing shall be pressure treated. Special entra„aice D1Lgr : Provide and allowance of$1,500.00 for the door and decorative vlAeswnric. CidAivht% ArP in thf,rived vlatt tertinn nr epic Cnprifiratinn. Wood-Windgv_Il 1Master Bath: 4— 18"towel bars double M, P. H. Rated): Windows shall be Andersen, wood and vinyl clad, 1 — paper holder double hung with coastal hardware package. Provide clear insulating glass. p p 2-- medicine cabinets with louver wood doors - Wood Sling Glass Doors (110 M. P, H. Rated): Sliding glass Doors shall be Andersen, 2 —soap dishes at shower di wood and vinyl clad, "Narrowline" type with tempered clear insulating glass and coastal 2—glass and tooth brush holders hardware package. Spiral S, 'i• • Provide an allowance ' t ��#2•_ ot55,825.00 including shipping cost fora 6'-0" Fixed Glass shall be clear insulating glass, tempered on the North and East diameter spiral stair by Boston Design Corp., 100 Magazine street Boston Mass 02119, Fixed Glass: • Elevations, 110 M. P. 11, rated. Nelixstair 1112'-0" floor to floor with hardwood treads and rail with metal pickets not to exceed clear opening width of 4 inches. The stag shall meet all requirements of the Standard Curage Doors: Garage, Doors shall be wood panel type as indicated on the drawings with building Code and come prefinished. Color to be selected by (lie Architect and Owner. clear glass upper panels. ClosetShelving: Closet plaid c ore equal vinyl I q y ad wire shelving units. Hardware: Provide an allowance of$2,500.00 for finish hardware. EQIJIPMENT FINISHES Auplianees; Provide and allowance of$8,000.00 for the following Appliances to be selected Drywall: Drywall shall be. %:" Gypsum Wall Board taped and finislied. Provide knock down by the Owner. finish on all ceilings. Co with the Architect and submit sample fSub Zero refrigerator or approval. ge Ran Tile Work: Provide an allowance of$8.00 per square foot installed for all Bath Rooms file Dishwasher and base. Provide and allowance of$10.00 per square foot of Decks, Entry and foyer the Disposal installed. Range Hood Washer Wood Flooring: Provide and install V2" thick glue down tongue and groove, red oak Dryer standard plank flooring to be sanded and sealed with three applications of Polyurethane finish. Prepare all surfaces as required for the proper application of the material. Wall Covering: Provide an allowance of$20.00 per roll for wall covering on file walls of the following areas. Wall covering to be selected by the Owner. Bath 1 Bath 2 Master Bath Master Toilet Guest Bath Painting and Finishing:-Wood Shingles , Cabot's bleaching oil and silver gray stain mixed 1 to 1 proportions. Two applications are required. Exterior Wood Trim, Fascias and Soffits, Benjamin Moore wood primer and 2 coats of Impervo high gloss mildew resistant enamel. Interior Drywall, Benjamin Moore primer sealer and 2 coats of latex Regal wall satin paint. Interior Wood trim and Base, Benjamin Moore Alkyd enamel underbody and 2 coats of Impervo enamel. A1l paint colors shall be selected by the Architect and Owner. SPECIALITIES Toilet AccessorimCeramic: Bath 19 2 and Guest Bath: 2— 18" towel bars 1 -- paper holder i — medicine cabinet with louver wood door 1 — tub soap dish 1 --glass and tooth brush holder AP � R GECI G E BULL ARCHITECT � 1a%_'rV.JD1CK / GIULIANO RESIDENCE `� ' c� SUITE 3, 363 ATLANTIC BOULEVARD 1765 BEACH AVENUE ATLANTIC BEACH, FLORIDA 32233 ATLANTIC BEACH, FLORIDA � � TEL. (944) 246-4469 FAX. ( 04) 247-2816 • Y co coo �1� Gy1w i � . FIs *III 1 � Too 0Lo Ila Fil CIS '"" •• VANI Nro �u)j • � �" 40 � low Tq ZAt two � , — CIO Ewa (\'E T\ 411b Pro 41NICIEW.OL. p04coK. ' dOr or o or t # 1,14i ' t Lo �� �`�, , • rte. �. ...� . ...�.. moi'+- --- --- - '."_ `_� I i , I ,:p IT I 4 04P Ab -04 i w � � — %I*- 1 • - � ,� Ivo. IZ �' � Qu C � w >✓` T}tt EMCLofEaD DLsl4N IWv ass.wlaar4 µtsT ASL >t64u1A>r+aW4fi 1i�,�'1MR`I'ti1 W.�M►!^fRR K-o-if,}�I,ol>!!pA,�r�WrbTRATwt.CieV't. ! LOW TItL waw %#Amv-II =c RESIST—, fY�M04 •I Irt"L.0 o"14" v •;4 wr>!f�RGT�sN 4 �►I+sE�CICAAI ISATo.in� sTANt>wtas/ W V �• �.••/ ,R1CJ.ti 1oG#CTY as GVI1..KM9PWVAX1*4, 1-ii(.3✓LY f"O) *U,*M%*4 ftJWiM Uli ftK ANO O'NC&sTascTurt��" les ^ 11 lit -Aft rrs"O" IP 'fW worts WAVO �Sftwk&Tcv w$Tw.^ MrNmrrrt 0-I r�'i/�C.IL11• THE caMsr,a+wrs ^*IV car►M%oq %W4.MA"1""T" AAA T.�VOL>trwweI'iev bATO TOIL V"44 ANv sri�c►RlcsTu»a�► >~+ -Aezort>>I►"" W" SEC4 04 v. I#49elC i Nu►I%DMAi, *MMV& V.O IA#OwjtI ao4 004"gir t Go. CfV16 Wwzs8.004 I *64*Abi M414�+ LOA" POOL OUIUV .I A140 OV41M VT AAWa *-*I&wff%o'p►a+A! Tomwu-w v&as^s�s+uATw worm A P*W"Al F� 30 40 ` 9"tc wimV �.0 � UO 1i .9ll WoVIL. 6mvjy . t r 120 1 r 411 4,11 Mail 4'.1 • I ji U elkEgo. T- a , PLU BM �! I _ I N -� NOTESNow ~! __ 1. Comply with all codes and ordinances. ENO '2. Remove all existing fixtures complete. — _ 3. All fixtures indicated are Kohler unless otherwise noted. � 4. AN fixtures indicated are white in color. lipf FIXTURES of �i laundry: Sink— Bannon K-6716 with K-8905 faucet set. C� Provide a recessed connection box with [tot and cold water supply and a waste 1pIY , l 2 connection. o Garage Closet: Existing dual water heaters, one gas and one electric. Verify operational -c. condition. Re-use if possible to serve Level 2 and Level 3 fixtures. I Kitchen: Kitchen Sink- Brookfield K-5942 with Coralais K-15172/K15180 lever faucet with Spray nozzle. 69) Bath i & 2 & Guest Bath : Tubs— Dynametric K-515 and K-516 with Alterna K-6900 bath and shower 0 F Trim (black inserts). — - Lavatories Pennington K-2195 with Alterna K-6950 trim (black inserts). Toilets—Wellworth K-3520EB complete with seat. Master Bath: Shower Fittings (2 sets required)-- K-6900 without tub spout (black inserts). Lavatories— Ladena K-2215 with Alterna K-6952 trim (black inserts). y Toilet— San Raphael K-3397 E B. i � �o► CL tZ Water Heater: (4`h Level operation) Rheem or equal, 52 gal. highboy, double element. � i Ljfv. ,. 7t, z AL �:o Loo 0 0 ;Z f:v L, t*ft4 S V i�v L W 0 '00, . b 64, 14 170 4PA.G 11Z 10 e, W# og -- - u VA -..:....ice.�"_'-'_ _..� � � I�u hlra��l�, 1Cor'I�d,�1�1 .�t �► ' ! C� � -7u�N ra ur phi i ► ► ► -p= c� ', � V� ' �' G C i • rev�.� GC�f� �b •4� �' 3 .3 Ieel lei 0 10 A r I �- i u� ,,, ! Jd G R , CN .. 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H 904*`10 ..JAN►Nf 1 L L Wive H!e*H 1414 H tit W1 oil od `,� I',Z• d 07 all 144 4 o p • Ott a , bits woo d L. u v u Liv 5uuo MA%46 009 1 eofi #Aft all i G � �� , 16 !o Co . 511 11/911 vptp gyp•. - i'q cry 41 40 de_us0rw1`%0III`1 oo op 400 V4 67 0 loco P 61W U"o K44,W11r, v4 a 0 0/ eiLeA*5 5 ruLOLP pou w0*0 MA4,JU , Va D D tp � 5i •u W,, rut' 3 I - o ,$ 1 '' D o 0 u tom. Loje LL �. 1 . O �o• Z B �t �► t ti.a V W u t,►l/ uu. • o ' aoi 1.ou�t - rZo O.L.L. L.J... Ems w G► • ooP�1 � - EO iN �' .tet i oall Co -6 Woo 0 oc v L.,a u%J 6;... ro L40 ;:�u ule Lol";6. eve 5u Lj.0 U-0 Fffs- Z 4- _4 - o " bit t 1 611 w ao a LOWY FW rift, u L01,0 FF,u W.0 X � EC 15 1998 4 2. 0 I ! s!** all �, • i Woo W LO(ANPL r u uLke - ax 1 ' u AhaX I .00) . Bl all W00tv P.-OX 15ft 10 ::Fa &r*# 3 Z • ' (o. ! t4 coo 0 F1#4*-N U0 a � 540 __V-1 to 1 60 It W 0 0 V PA*,ft f4 $ •v'• 0'► 6 • ` I 01' cvo (*Igo Va vt vo o � u u LA.0 Sol g)JI _f t , S6 1� 9#0 &JvQ 8 - ru A - Q't o ' u C2� 5 w tot "oe 40 8 A o a 1'.o11 to u �t oo �W u, roV u,, 0 up 00 ;p I G L4p*; ,� bi I d Yq o v tv L a tyru i.�. u t.�.► 4 -ta 1► �► d rL4� r Ute. 44 (0111 6w� ellL 1k1 00 0 FAN h1 SOLO 4r4 o - 1 •NU �Lv C� u� all COT"W I3 I C3 60 1 0 11/41i r oj1 HA-MV f ooh ru Live 4 q v u W1,10 t .v - � vow �,� ���,�, t�l,t• -- ,� MZ )U� c f 7_ W1 I �► - , r � Wee'" , lti 0 OR' T.. Y., E s zo 40 all ti > M . w d xo � a � •� V M d m AIR 'CONDITIONINNOTES W L APPLICABLE CODES AND ORDINANCES. . 1. COMPLY WITH Alm , z. CO-ORDINAT AIL WORK WITH OTHER TRADE- ' '13. PROTIDE A CERTIFIED.EP RGY,ANALVSIS AS REQUIRED.BY THE FLORIDA " ENERGY CODE AND ALL I)CAL JURISDICTIONS t 4.' ALL NEW DUCTWORK SMALL OF FIBERGLASS DUCTI)OARD. S. REPAIR/ REWORK/'PATCH / REPAIR ALI, EXISTING DUCTWORK AND INSULATE AS REQUIRED.,, 6, Al' REGISTERS SHAM BE SRUSIIED.ALUMINUM. ,7. : PROVIDE NEW tHERMOSTATS AS REQUIRED FOR NEW EQUIPMENT. 3 s . REPLACE EXISTING TO MATCH NEW. bE 1 8. r%LL WORK SNAIL BE PERFORMED BHV A QUALIFIED AIR CONDITIONING � 5 ���� �► t R k� B cowpAcrow - Ilk �, - 9. THE AIR-CONDITIONING CONTRACTOR SMALL BE RESPONSIBLE FOR THE Q "` DESIGN AND PROPER OPERATION OF THE SYSTEM. �•W t7 ILov i d A N aw 5 �' I 414rt kfv�A M gokor r t pv+� p �r►�' ou�s► �� G©� ��550 u" � W T � I OAHU I � I 0 404 o ww leiw 2q 41, 411 �5 ot+ gill oil i I ' - •.fir �+ ENOQ I v. d r2 so W � I ,I � I (� 1 I 1 I �� � � 1 � I I 1 (� � 11 � Ip . d� �- D . Or & Oo !� • � (* ,violI fG •4i I D 3- �_ 2,4 j 1 61 f HM OA 1• — ••y film E-� T ac 7f '. mawGo � ENO IL MAI 0 cob &A LIU i } 1 a 15 ,998 �° _ •. 3 s W" sor, W Q law � P i y'r, G I3 Z o 60 of i x � V A � H © r Fow� 5 Loo t so toll 1 j •tiZ . it SJR' 1-- F .+. .t Nei �.. emn E e! M - ------ _ __- _- __ ..______.- -- Gb R�sGG► c� Lo C1519 98 IA G Or vow X. ... _ .._ ._�. __ _._ -- ��.��► ria i ;. P'04% I gW 1100 �o 14 11 df eoo .I • r . QQ • 4J 4oloo 411 sam ELECTRICAL NOTES 1. Comply with aapplicable corka d ordinances. ►' It lamp all fixtures. 3. ('"rdinate Electrical wpr{c with all assecialed trades and sub-cantrartn►s. N d. 'i'he owner in pewwWr and instaN a music system ander a separate contract. Co. � M ordinate Ike installation of this work as required. it �5. Wrifr existing Panels' for capacity. Provide new or upgrade a%regvired. � �1 I �- M FIXTURES 0 _.._.,I ,•� ,•a ,ti -Progress 117212-60 swrface fluorescent with 4-40 watt tamps N- Porcelain socket with 1-100 wait lamp .t �i■ml qg U- Progress P6-7 t;with P6666-31 trim and 1-75 wall R-30 lamp(130 volt) D- Ptogress P7-*1'G with P66+66-31 trim and 1-75 watt K-30 lamp(130 vol() G p FX-tL%isting h►catiou aad rhfure to remain ' Fil)-Existing location/new finture type F Some as h(damp location) � C 1 1998�c E- Progress bracket light M74-31 wit!►2U v►a4t yellow bug ligt►4 � Gas � — G-Progress P7-1'G with P6677 trim eyehall and S0 watt 14-20 lamp(130 volt) .� 11-Same as D except trim to W P666S-21 reflector cone SAW I 1- Pregress P7-TG with P6664-30 shower light trim and 1-1410 watt lamp .� J-Progress P7WS-30(36")and*P7009-30(48")under shelf florescent ligl►l The pool light is by the Pool Sub-Contractor and is 21.50 watt masimam. Ceiling fan is fluster or equal,52"in diamcler. Provide an allowaace of SI.50.00 each for selection by the Owner. Smoke Detector shall be white. Nath Exhaust-Nutone QT-80 or Equal V � Pei and Chime-Nutone lighted PQ with recessed Chime � Convenience outlets marked"E"indicate existing to retrain%ith new cover plates.I � All outlets and switches shall be white with smooth white co%er plates. f II Q I I — a ,go i ww AMAPAx On w A � N I� Foo L E G T PL j G A% L -� L g V � L I- 114, 11 o>> ' � Y t� N °I • � zZ I fido C_ MMLt*... sVIP oil OK d, 14 ..A to 04 • - ..y •• •• TWO .� Pik a �, Q � W c aENO 40 � EnoEwW pp t . y � • I IAN01 ' Jce 151998 CWL 04-1 = z, - C� �Zt DINS Owl � � � LFII• �� ',CE►��" S t q•�, 0!► • ,r. ,! r • �!. �� �,t ; $�,. D !,�'Aso $: ©" �►x,15,, �• Qq 2� io v Ali f� w L 5o w Coo I Cso L - Lo So '4 S L S �► E� `O a � V ODso Qg Aki Ils- bad= IF _ - - --- b -- of GS low 7w LLI- M2 1� 611 •E"•• ..I .] teL� C151998 Iq I Mw if-to 411 1 k1 d W d , OvZIP A� ['00 �. GTiz1Gp• L - L,,, eo 400