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Beach Avenue 1983 RECEIVED City of Atlar►tic each pulWint and zoning fl"Xvrld SCOTT I".ESIDENCE 1983 BEACH AVENUE ATLAN'T'IC BEACH, FLORIDA GEORGE BULL JR., ARCHITECT., SUITE 3 363 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32233 Tel: 904.246-4469 FAX: 904-247-2816 APP R0VED CITY Of ATLANTIC BEACH BUILDING OFFICE JAN 1 9 ZCu 1 $l4l.4�g Stucco shall be"Tabby"finish surface over scratch/brown coat on galvanized metal GENERAL NOTES ' AND SPECIFICATIONS lath on waterproof membrane. Provide sample for Owner/Architect approval. SITEWORK PPa ntins:and OWshina: 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 i t c1lariam Remove all grass and other deterious matter within the construction area prior to Moore wood primer and 2 coats of Safety White high gloss mildew resist. enamel, accomplishing the work, 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 oflmpervo Sik ' •n • Concrete drive and walks shall be 4" thick concrete slab with 6" X 6" w. w, m, over .006 enamel. All paint colors shall be selected by the Architect and Owner. visqueen. Finish shall be light broom. SPECIALITIES kwdsc:}p,ing: Landscaping and irrigation design and installation shall be accomplished under a Toilet Acc Q auric• separate contract with the Owner and shall_qgl be a part of this contract. T • � 1~g31,_ er_ _. Bath 1,2,3 and 4: 2-24" towel bars 'n • The swimming pool shall be under a separate contract with the Owner and shall not. 1 - paper holder be a part of this contract. 1 - medicine cabinet with louver wood door 1 -tub soap dish Fc-ndn2: Provide and allowance of$4,000.00 for new wood fencing, CONCRETE Master Bath: 2-24 " towel bars 1 -paper holder .Cut In Pl Cacrete: All concrete shall be 3,000 P.S.I. All forming shall be true, plumb and kwel I --medicine cabinets with louver wood doors g and of sizes indicated on the Drawings, 2- soap dishes at shower METALS QIQ,W Shelving: Closet Maid or equal vinyl clad wire shelving units. Ferrolg . , t e rs•Anchor bolts and other ferrous connectors and fasteners shall be hot dipped EQUIPMENT galvanized. CARPENTRY O� Agces: Provide and allowance of 56,000.00 for the following appliances to be selected by the Refrigerator R • Rough framing material shall be hem-fir, No.2 Southern Yellow Pine or equal. Cook Top All wood in contact with masonry or concrete shall be pressure treated. Wood for deck shall be Dishwasher pressure treated. Truss joist shall be by Truss ,foist MacMillan. Roof trusses shall be pre-engineered Disposal for 110 M.P.H. wind loading. Range Hood (hens (2) fLxffo24_Nheathina: Material shall be C-D exterior grade of sizes indicated on the Drawings. Washer and Dryer are existing EIRMCarlagnia:_Provide and install all shapes and sizes indicated on the Drawings. Casing, base, 'i J;llaf& DgRrs: move existing fireplace doors and replace with new stainless steel doors and glass. door and window interior trim shall be finger jointed white pine or equal for painting. Finger joint material will ul be allowed. Etevatgrr: The elevator shall be by Waupaca Elevator Company and provided and installed by North Florida Elevator Company. Contact bob Oaks Q 346-0307, Interior hoistway size is approximately filklior Wo2d_TdM: Exterior window and door trim shall be pressure treated. Soffit/sheathing 4'-0"wide X 5'4" deep for a Custom Lift Type cab. Interior of cab shall be Heritage Series with material at roof overhang shall be Southern Yellow Pine, D or better, V-Joint, Tongue and Groove, unfinished floor to receive stone by others. All lift equipment and controllers shall be located in the Install all with stainless steel nails, attic space of the third floor root Co-ordinate with all other trades as required for the proper operation of the system. Interior SWr:_Carriages shall be Architectural Grade Laminated Beams,3" X 12" with 2 X 12 oak treads. Wood%U2ks: Wood shingles shall be cedar sawn, 15" minimum length and shall be installed with stainless steel nails. Buildinsr Inslllg 'vn: Provide fiberglass batt insulation between studs in walls and in attic spacr above ceilings. Provide 1-1/2" styrofoam insulation between 2 X 2 furring strips on exterior concrete block walls if and as required PLUMBING FIXTURES CghhXtwoEJU_Provide an allowance of 530,000.00 for cabinetwork and tops for the following locations. Notes 1. Kitchen and Wet Bars (2) 1. Comply with all applicable codes and ordinances. 2. Bath 1,2,3 and 4 lavatory cabinets 2. Remove all existing fixtures complete. 3. Master Bath lavatory and towel cabinets 3. All fixtures are white in color. 4. Master Bedroom entertainment center 4. All fixtures specified are Kohler, MOISTURE PROTECTION Fixtures Bath 1 and 2: Lavatories-Pennington K-2195 with Alterna brushed chrome K-6950 trim M fin M Membrane under the metal roofing shall be W. R. Grace 40 gt mill, "Ice and Water Shield" membrane. Metal roofing shall be 24 gage Galvalume metal roofing (black inserts). with clear acrylic coating. Style shall be standing seam pans, 12 inches wide with one inch standing seam with concealed fasteners. The roofing contractor shall use protective covering on footwear to Toilets- Wellworth K-3520EB complete with seat. assure a blemish free surface. Shower Fittings-Alterna brushed chrome K-6900(black inserts). Membr&Ve • Exterior deck membrane waterproofing shall be Vulldm urethane traffic deck system as supplied by Coastal Construction Products over plywood substrate. Wet Bars (2): Sink- Lyric K-3289(15" X 13")stainless steel with K-15275B Coralais series polished chrome faucet. a Cauking and Sealants shall be butyl or silicone and shall match the surfaces sealed Outside Shower: Triton K-6910 polished chrome. (replace trim) DOORS, WINDOWS AND GLASS Bath 3: Lavatory-- Ladena K-2215 with Alterna brushed chrome K-6940 trim Wood Dgors: Wood doors shall be of the sizes and types indicated on the Drawings and shall be (black inserts). ready for painting. Toilet-Wellworth K-3520EB complete with seat. ag&cild e9tr1Wf&Door(11 • Provide and allowance of$1,500.00 for the door and decorative glasswork. Tub- Dynametric K-515(516)with Alterna brushed chrome K-6900 trim (black inserts). Wo2d_3Y1Gd2W3 (110 N, P.,H,,,8Ated): Windows shall be Andersen, wood and vinyl clad, double hung with coastal hardware package. Provide clear insulating impact resistant glass. Bath 4: Lavatories (2)- Ladena K-2215 with Aherne brushed chrome K-6940 trim (black inserts). 0 : Sliding glass Doors shall be Andersen,wood and vinyl clad, "Narrowline"type with tempered clear insulating impact resistant glass and coastal Toilet- San Raphael complete with seat. hardware package. Pull&shall be brushed chrome. Shower Fittings--Alterna brushed chrome K-6900 trim (black inserts). F►aS, d.Om (110 M,,, P. H,_„-Ratedl: Fixed Glass shall be clear insulating impact resistant glass. - Master Bath: Lavatories (2)- Ladena.K-2215 with Alterna brushed chrome K-6940 trim Garage Door&: Garage Doors shall be wood panel type as indicated on the drawings with clear glass (black inserts). upper panels. (I 10 M. P. H. Rated) Toilet-San Raphael complete with seat. Hardware: Provide an allowance of$3,000.00 for finish hardware. Tub- Custom fiberglass with Alterna brushed chrome K-7980 trim (black inserts). FINISHES Shower Fittings (2 sets)- Alterna brushed chrome K-6900 (black inserts).- DEMO: nserts).DEMO: Drywall shall be '/," Gypsum Wall Board taped and finished. Provide smooth finish on all ceilings. Co-oridnate with the Architect and submit sample for approval. Kitchen: Sink- Brookfield K-5942 with Coralais K-15172K liver faucet with spray nozzle. lilt Work: Provide an allowance of$8.00 per square foot installed for all Bath Room wall tile- Laundry: Provide recessed washer/dryer connection. ne Flogrigg: Provide an allowance of$10.00 per square foot for material, installation, sealing and ning of the limest9m flooring to be selected by the Owner. The material and installation shall be z a Italiana located in Neptune Beach. 40 2m PnUSCOTT RESIDENCE GEORGE. BULL,, ARCHITECT SUITE 3, 363 ATLANTIC BOULEVARD., 19$3 Beach Avenue ATLANTIC BEACH, FLORIDA'. ' 32233 . Atlantic Beach, Florida TEL; (944) 246-4469 FAX: (944) 247-2816 ,.. c .�., ..� � .let -1416+ �,b lot`- ai, 24 . oil �°!-v'f I 3 Co' ��'t �" 2W.. o� 0o p IT,t A y I ION P) _L u _ _ i�D�_ •t'v��. r 1 l �Xf I Q Iaa u.•�d,, off ' �" QuI Rsv rot, Twp ijr- Ago ( CERTIFICATION The,enclosed Design and Drawings meet all. requirements set forth in Chapter 16-B-33, . .; T-+ Florida Administrative Code. > The main wind-force resisting system has been designed in accordance with Section 6, American National Standards/American Socety of Civil Engineering 7-88 (current edition), "Minimum Design Loads for Buildings and Other Structures", to withstand M the wind loads �assoeiated with a minimum basic wind speed of 110 miles per hour, as v The components and cladding have been selected and their use incorporated into.the '-� :'Design p tion 6, American National M f� • nth Sec ' Desi and S ecificahons yn accordance . Standards/American Society of Civil Engineering 7 88 (current edition), "Minimum ++ Desi u goads for Bt�uildin sand Other Structures" to withstand the wind lo'ds g -assn t with a minimum. basic Wind speed of ItO miles per,hour. • S George gulllf., Architect 4 Florida Registration No, 000 568 . teaell M EZ. i+Vf/1w �') �'A wIt M µ� oil 40 NEW Via AVIC AV 1:7 110614 u ' r I T- ' r &MIA 14 ptr• - �.. 10 40+ ft 19. t 14 d 10 20 ` =- c� a� 00 av40 - IND . Ztv all 0.0 ,� o1, 4 017111111 ...� .. __._ .�. ..�41-- _ ° all ►E/ter .•�' torr- 4-,,' x ( I LIP ' vi O F7 M { ^jA\ .. � rt�� �..' w; 0 �j - AIN • ooltu 1_4 --r.-I- P L (410) � , ca Ar • I oil ell W. - eoK do 101P. P#-?foto 4MNEA /ALL Pf40 Go ° � � ► M Z . 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' f � � ' � •f ,' `.tom.• ,"i�%,,, �""� �, � N 2X-1 .IUtST Ono. r`1 . 1 22 I I-4- fill 11I I ILL { + t ► 2 X6 occomo. Tai r _ T Y P I C A L P L A N --`! , ►� , 1� t �, f ► S C. A L E 1 / 4 " 1 -' 0 " 7x8 DECK 10 OCEAN Mr IXPPED Kds E �. 8Q11S i VOSHERs . 2X [READS 2X1 STR1�JGa 2X5 JOIST 20X RAMP i f. ` SLOPE U , � �' IWO 14 �. ' ?� '. . „ � -�µ _ 5►I� u �, PRVILE p 4x4 SUPPORT NOTES._ f ;n POST ALL LUMBER TO BE. PRESSURE' TREATED T-D TYp° I ALL.CONNECTIONS 10 BE _ --«, HOY 'Dff EQ'GAL3�AM IED OR,STMI-Ess SIM '► L� .. "1 ► TYPICAL, SECTION '- s c >+ L E . 1 / 4 ` � I ° - o ' 4X4 WAX. SUPPORT t�TrP�s '-�hCH. STORM PROFILE 2X 12 MAX. S70, S7R1ARS (MAXWUM CXPECTED RECESSION) 7- T MAX.MAX,SO 2"' TN�K XDECXING M1AXMIM ` NOTE;- PLACE STEPS ON PEACH. SIDE, FROM VECETATIOII rO LEVEL, Of MANDAUM IREAOf RECiSS10N SUPPOIq POST %OIL NOY OUR114C A SEVERE STORM. 6E EN�A_5EO IM CSN(RCIC. op =•_ _ i - e 4 �C t n-i ry 00 H6 - N w ! t �,;° � � i r,.,, _• .» .{i .r+� � _ .tom ,� � + .a. � vM° n,r" 'f w,� S �k,�.y� 2 1 ? en IVAK Ip DEMOLITION NOTES The following notes refer to the basic requirements for demolition of materials, ' Finishes and stems. + Site. 1. Remove the existing driveway slabs and walks. 0 2, Remove the existing trees,shrubs,overhead electric and telephone (A 3 g X 1 40t1 wiring required for the access of a cram' for thepool construction L 3: ]Remove the EAst Deck complete 3� ? l M Z 4. Remove all grass and existing landscaping. ; Q First Floor: A. Remove all floor covering,, � 2: Remove the bath and storage rooms Complete. � 3. ,Remove the fireplace lining. 4. .Rrmove all light fixtures. 5. 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Y..... yam`] z. . __ .. • r tai IT Q - - , r • Q 4C W hi h: \ -„ -� Gz` �"_-...__y._ �• --- --____ � i fro Q►�._ � � � ig � � fir/• C�% � E"'” rte► �1 U -� -- ( P �ff 3 11 4 IL ir r� J ..:, -fN .. - i 1. ... ... ,. .. � .. - :•.' ,.. _ y 940 w 1, t .STANDARD. BUILUINp,CODE(199'')►ED1"1'IUN),ACI,�A'1'1C,N04,AW1'A,APA (LA'1'E51' :. EDITIONS) 1 , F0041�If 2. LIVE.LOADS, jute �- p4�.: I ,LUN( ROOF LIVE LOAD TOP CIIOI40 »- -- 30 PSE _- -- FLOOR LIVE I.QAp 40 PSF v � 1 d �900�90%GI~7X41 3 • ��I 'I WIND LOADS,(Ito MP11 ZONE) `..., BASIC VELOCITY PRESSURE ------------ 25 CSP 4. MATERIALS.: 1 CONCRETE(NORMAL WFIGII•C-24 DAYS), SLAB ON GRADE AND FOOTINGS---3000 PSI } REINFORCING,AS M,A615,C1160(LAC 30 BAIL DIAMETERS) t , WELDED WIRE FABRIC,ASTM,A18S(LAP G' MINIMUM ON SIDES) HOLLOW CMU,ASTM;t;90,'1'VPE 11 MASONRY MORTER,ASTAY,C270,TYPE 'n1' T w �. LUM HER,WOOD CONST ']ON IN ACCORDANCE;WITH CAAPI-Elt I l OF11IV. V I.IG y 1 f. �1�.�. 1 � [� c � STANDARD.BUILDING CODE. "rr�ra► pl. STUDS,SPRUCE PINE- FIR,MC 13,NO.2 Q111 tit MULTIPLE S-iUDS, I �G� • .�' wry �""`� _ . SOUTIiERN YELLOW-CINE,MC 19, No 7t `. 46 21' 'gyp G l C� • �/ ( '� .. �,.» " APA C-U 24% INT.'WITI1 EXTERIOR.GLUE (CDX)' OR FNGINFFII APPROVED EQUIVALENT Pon ROOF S1IEATIIING AND IS/J2' ACA PANEIS TOlt --� ' . _ - _ TING A1UltbWALI511rAT111NC USE APA PANELS FOR WALL SIIEAF = FLOOR/4"T do G PANELS GLUED AND NAILED. VIA)lzNAILS; 90 (ip b" ON CENTERS ON SUPPORTED EDGES (IN 1111E SEAMS) AND rg) s" ON ! --- - --_-• - ____ . _ .r r' X41 �' INTERMEDIATE SUPPORTS (INTim, trmui) iruh imor SIIEA"1'IIINC, bolt WAIL 1EATIIING,REDUCE NAIL„SPACING. TO 4"r/a AlIOUNI)OPENING'S. � I/zll (sw V5u ��f FRAMING ANCuoRs, v�u NOTED ON PLANS BY'SI N', EQUAL. USE W COA•1.ED Olt STAINLE33 STEEL CONNECTORS..5I SUN•OR APPROVED f I(o TRUSSES.. ROpF 'TRUSS FABRICATION SIIALL BE APPROVED ,BY. I010. PROVIDE SIIOP DRAWINGS SIGNED AND SEALED BY;AN`I NGINEER HOLDING gURRENT REGISTRATIDN. 1N `TIIE STATE OF.FLORIDA, A MINIMUM �IF.TAI. ) �� PLATE SIZE IS 15 SQUARE INCIIES AND DESIGNED IN ACCORDANCE:WI111 THE DESIGNSPECIFICATIONS FOR. LIGIIT METAL...-PLATE: CONNEGGGER WOOD • ROOF TFtUSSE3, 'USE MT612 AT 7'IIE ENDS OF EACH TRUSS AND U5E.2- A3S t�,1n JACKor ALLOWABLE SOIL BEARING PRESSURE -- 2000 PSV IT IS THE CONTRACTORS FULL RESPONSIBILITY TO INSURE'ILIIA•T.•TIIF SUITS- Q t CAN' SAFELY SUPPORT TIIE SUPERIMPOSED LOADS BY -OBTAINING TIIE +- ASSUMEp.ALLOWABLE SOIL" BEARING CAPACITY. 'TIIIS CAN 119 DUNE BY IIIRING-AN INDEPENDENT SOIL'TESTING LABORATORY To PERFORM SOIL BORINGS AND MAKE RECOMMENDATIONS. FOR SITE PREPARATION AND REQUIRED IN DENSITY TESTING. 5. TEMPORARY BRACING, CONTRACTOR SIIALL BE RESPONSIBLE FOR ALL TEMPORARY IIRACING THAT IS REQUIRED.DURING RENOVATION AND CONS'TRUCT'ION REPAIRS '1.O KEEP ENLISTING STRUCTURE SAVE AND PLUMB UNTIL THE ENTIRE STRUCPURr 1S IN PLACE.BRACING SHOWN ON DRAWINGS IS FOR TIIE COMPLETED S'T'RUCTURE ONLY. j e 5- r�6l l a --j4 G Buz 50,051 U veto — �T•� N 1 . c TH It; 06 U0 • h • _ qi p� ATL' 1).�QI��• - _ �7 �` �� { •`�' -*, `i _ J • l - , 1 _ - 1,01J. pita rum L p, 2A(. i�� �����. mac... �� ---- -- -�• � � . i lo . . M OJ ..� U op �¢ _. ex 1Y4. � a ell dw m L.Aqvi 0000 e2 e - � � /y fL/ . •~,.\``+\ �` ... - 'j f4�u mac. - .�_......_... ..._.....-._._.-_. __...._ ,._ -..,_.... ,... '. .. �- ! � - � � '/�.� it • __ - �.~ - �� - �'I I�j . _ Vit ;.:. } �� Gdip s .. r ei� - FL - , - l,. .y �.. tF � �� `ter. � �. i�' �•— L: T • � . . t .s W � � > �►rj N c E� AIR CONDITIONING NOTES 1. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, " 2. CO-ORDINATE ALL WORK WITH OTHER TRADES. 3. PROVIDE A CERTIFIED ENERGY ANALYSIS AS REQUIRED BY THE FLORIDA ENERGY CODE AND ALL LOCAL JURISDICTIONS �o N 4. ALL NEW.DUCTWORK SHALL BE FIBERGLASS DUCTBOARD, 5, REPAIR/REWORK/PATCH /REPAIR ALL EXISTING DUCTWORK AND (..r INSULATE AS REQUIRED. . O* , ►t t K I G. ALL REGISTERS SHALL BE BRUSHED ALUMINUM. 7. PROVIDE NEW THERMOSTATS AS REQUIRED FOR NEW EQUIPMENT. moo REPLACE EXISTING TO MATCH NEW. .,M 8. ALL WORK SHALL BE PERFORMED BHY A QUALIFIED ACR CONDI'T'IONING r - -•- SUB CONTRACTOR. 9, THE AIR CONDITIONING CONTRACTOR SHALL BE RESPONSIBLE FOR THE n. .. , a DESIGN AND PROPER OPERATION OF THE SYSTEM. ° w 10. THE AIR,CONDITIONING SYSTEMS SHALL BE SPLIT SYSTEM HEAT PUMPS EQUAL TO CARRIER OR TRANE..THE UNITS SHALL BE COASTAL QUALITY f WITH A 5-YEAR COMPRESSOR WANRRANTY.- SUBMIT SHOP DRAWINGS AND • r BROCHURES FOR APPROVAL BY THE ARCHITECT. it ot .. - —c- all a {l a9 i �p � .r�6 Agi '•tia •• 1 a Lit con 00 rl _: ..�. '" "' _ - .. � --•dpi a ctpow 2 :1 i3 fj _. • � 9• tom•, � ,1� � r 00o a � f C:-.b ON L, ti's N � Er Pool egmw` ch .r r � - _. ____..._.__---�._____._..._�__.___-_�..._�._....______..-_ . � ... .. . .........•----�....._ _-- --__-_� AHS •• co r . ... ...-- r -1 U �on ca a H w ELECTRICAL NOTES AND FIXTRUES �•� � � U v\ moo Notes: �-A US`s 0 � �'� � � �_ w �N W N 1. Comp with all applicable codes and ordinances. Comply AP 2. Lamp all fixtures 3. All outlets shall be smooth white plastic and switches shall be smooth ] t�I white plastic, decor type, togP�e. V . w Fixtures. A. Progress P7 TG recessed housingwith P6666-31 .trim and 1-75' -:___._ :watt R-30 lamp. r B.- Under cabinet halogen.strip light, 3'-0" long. . C. Progress P7-TG, recessed housing with P6668-21 trim and 1 .75 watt R-30 lamp. D* Progress P7-TG, recessed housing with P6664-30 trim and 1-75 watt A-19 lamp. __ '�•c�iM . E* Progress bracket mounted fixture', P5674-31. with 1-40 watt i yellow bug lamp. _ ell F. Flu - , . - r equal. 4-40 watt fluorescentcool white ramps tore by Lithonia or � G. Porcelain socket with 1-100.watt A-19 lamp. vj K Progress P5205-31 exterior walkway light with 60 watt A-19 � Exhaust Fans; Nutone QT-80 PB Nutone PB 18L �► �'' ( / ► Chimes (3 required)—_Nut one LB 14 Built-in Ceiling Fans:; Selected and furnish d by the Owner for installation by the Electrical Contractor. N qp e o L. L-V> Q . L W �50 F?-� df Q A - - , y " 4 .�. ilk • � r , � ` � �� � �i M � cam. film VI i /Crf, p 0 ' 7T Kj 3 T , Isle - q , j,r� , • • • • M N '� ', GCs» �/4�•� / �� M V :N moo _ V) _ 1. V, 41LI �."77 _ Pt all • ail 1 i a: 1 rr •� C� Hca �. z 2► 4 d - Ia 00 T— :47- FOIA ,, i . HVI _.. t 11Midi _ 7. pooY k4V. r pw4; 11-t+ , k.f r �lik4 O`!G�EpCG P•Q F P Pti°`'�Go� rerNy.xnw.+ 'iNw+,.pcvn .rr.\-yaw,.m.xy.... .. V �r{•fir - : .. ."A• !r.- wwn4 M,.y'+awepxa•,,,y.`xu "'-r.y,, - RT *{ T N .. .. The I- sed .Desi anrd Drsw ` m a� uiivxuedts�set fArth in Mule 62 i+'1oi da as OWN Administrative dude. h R vrCe t�sl9ti�1 , � �.�'� esig�e61,' � . Tei �►;���d=� �,�► has�a � in;accordance�t� Sewn. ! sa aar 2 3, Darin 7.88 eurre American"Nation st�indardsAtrierieaa� iet of Civil ` eclitaon NLnimuim Desi .ods for Buildin0 and 011ie ' S Strwtures� , to tend' the'wlnd )ttiads.associated v►�itbi�ixnt��u•_bate rn►d speed a►t la m per hour, .. , • a ti r u" ' ueod into th i o The calm cents amd cladding hope beenleed orid t el. se rpe�rat e _......_ �. c a d aon in sec ►ra ce th v Arineritan Nations Diesign l� Seca o0 O\ , t,. f y . imeriCib Sncie o Civil _.. . .._.__. _�..: .. tan szxls��► • eer�g T-A� �t:�rr��, �d� nti �n ._ , ' . N Des4a Loads gypnr Buitdiugs and 04 er 1trnctures tO*i d .__ o �," Wlhi speed, p U .��d 1l111F � � :UC i r - oCi.. With S 011611111:0M boli •. , ,:�, � , �-. ., F P.I.A*4:) I F I%S ,.. _._ •,.t' $ : ' :" ., .fr� ,;;' (' 1" q1rChitcCt 4 < .r i � N461 OWW ;, V ..� %NIT vie ' -' H � Y .' r2 . fo It ' K, -- t --- "�� .,�-� ,; � N�► 3 }� car� ���1c�t�t � � 4, wt*X*E f. 3 I j� tt� t 4 13 t I t 11 4 1p It Iz i t4 f 'IS t . , oft I 4, � Q w a r� i - _- �p 41 oll ' ./ r, r//f r,,• J >! /� r�/ ,' I / � / / I / f % f /rr f /r �� / ✓ / AA ,"r /. r ,� � ) fir TI T. , "/ - ,/� _/ ,�f` '/f>f ./r J /r ,' / /r� r /�J .r /� / / ;�i� �/ s/ ///r f� / ��/ r� / %l•/��/•� f ./r� //�i / � r'���'rrf /' •. �//lr // rf f �._ � .\/ � �. N/ r f4 �3 , lr rptyx til w } k - 1 r _ ho LI T F A N S 9 «-► The.enclosed Dra*iia s meet all re uirements set forth in Rule en. 62B-33.007(3)(6) and 62&33.047(3)(m) for pools» The-submitted 00 swim to g poo! will not increase the risk to the'aclJacentstructure during cons srm events. Y•. , .Arctect So da !� stratiun`hl'o. 04445 Gs �, ; , • r• J .. 4 ell C- 1 f IN 19 IN] �' ' • -� I F3,.a. ij Y J 00 I r f toe � W `* rPh 1 r I��./ a.r✓ 7"'f •'J��� ) i { 1'f A ""�'l T'9� ��L."I+M C,.n(�r/t d X�' A'7.. _,....._.._._..__. I I q.A Z,77 - /N — �\ d f 1. /'r.• f � ) !�1 f1�V t��� � � 7 � '�dr .�. 74 .y�� t- ;" 9 ♦ i �i �i ,.._ `:�� i t� t�� �.i � �, zt.:;. "i �., _..... i 111 . . , � ] (" �; Tt � f .. ------- — ._..._ .. -- .. . _.__.__.... I dell15 j I { s I ! f { ifta 'f it APO WW U dm _.... _ _._. - .__---- _._. .___. ._.._.w...•_- _._- 1+;ZI I4,4+ 14,44, 144"0 xNew IfT, t 1 t �FIT lo 1 ( IW 44 vf4 - ,.. • y. 1 y � I _ I :a 4. c p B E A C H D U N E W A L K a 'V R c 1,:. { ] , �. .., :� -- STEPS AS REOMRCD� ■„ - _.._ . � 2X8 SUPPORT 4X4 SUPFbRT I►/ BEAMS P05T IrIi.1 S nit 2)t8 JOISt `y LO 9 ! Q S 1 { T 1111 i { , axa ,Io1sr �4 f . f .._ ..._._._._. 2 K otcldrLc Y "f TYPICAL PLAM t .. S C A L E 1 /. 4 " .. i 0 " 2X8 DECK 10 OCEAN HOT pIPPCQ MY NXTS 2X TREADS J 1F� +.:` r/yIy' / H 'Cy,r +jr�f .I� W / ?X 1 Z STRWC-3 2Xb JOIST 2QX �TMIP �+ {; r ''. + r / !"�?� rf r` y'x ' ! F .h SLOPE auNrr "" 51h%1�a � PROFILE To, r� ;� : 3 - � UtT w Gc�N►.t. �••s; d posts NOTES: ALL Lu+�ea=R To VE � PRESSURE .TREATED i t 7#4 .TYP, . ALI CQNMECTTORS, TQ BE, ORr :EH NU L`i SYAM, D '` `,,l` ► T Y P I C A L 5 E C• T 1 C N OR s1+aN�r±ss sY1�. �f dI l 1 I S C A L E 1 / 4 a I. ' — 0 4x1 WAX, SUPIKL9t POSTS 2}f 10 Um. SUPPORT E3f/U4,S i \.BWH STORM PROFILE 2X 12 1LA�t ,S1A1R.STRINGERS IQ'_p (MAXWUM CXPCCTEO RECESSION) 2X12 MAX. JOISTS. ..._ :_ t TWX rano.. OECKWG LAA MJM � NOTE: PLACE S�TCPS Off 8Fi'+GH 'SIDE FROM YLGETATIOU f0 LEVEL. OF MAXIMum BFXH RECCSSION SUPPORT POST SWIL NOT OURIR2C A SEVUtE SYORU- BE ENCASED IN CONCREIC. 1 r - c ►� _ ' �E L All Iv �'Fvl 40 OP v ,tAW �. ..`_�•S`G:"'Y:r"'X ="_'+" =—.. :. 00 Now* J . 1 .. ., fi � ,,.,..w t„p + M� � �� +,.� .r � I�,l� � 4r. � + �4"°� �� 4 ! r � � ry @^.... ite(}} � .�•.t;. �a r� ,�y.. ` • �I f '�_•" it ......- ,Y �.... .__.... •^...-. ._....... _.(-. "... ..r,- ...... .r,. m..M..-ry.......,.r.n+-w......,..,..,. ...'....dw.....-.+w � � .tl.. ."... ........ ... ...-n-_.......... ..; . .,... _ ih'i {1 ' ] •1 e a 'I •S 4