Loading...
Sylvan Drive 109 & 111 & 113 . , , A h 1 DRAWING INDEX SYLVAN DRIVE Sheet I Site Plan Sheet IA Tree Removal Plan Sheet 2 Slab Layout Plan Roof Framing Plan Sheet 3 Unit Floor Plans'. + Sheet 4 Finish Schedule IV Door Schedule LOTS 721 & 723, SECTION NO, 3, � Ur. . -- - - Sheet 5 Exterior Elevations SYLVAN & STURDIVANT Sheet 6 Exterior Elevation Notts f ATLANTIC BEACH, FLORIDA Design Pressures For openings Sheet 7 Foundation Plan Second Floor Framing Plan Sheet 8 Wall Sections Openings Detail Sheet 9 Air Conditioning Plan & Notes GEORGE BULL- JR. -� ARCHITECT Sheet Io Electrical Plans r 8 REET, SUITE 206 Electrical Fixtures 3o SOUTH rRn sx Sheet SI Specifications JACKSONVILLE $EACH, FLORIDA 32250 Sheet s2 Specifications a TEL: (904) 246-4469 FAX: 904) 247-2816 EMAIL: bullt6ol@aol.com .com . City of Atlantic Beach � � Planntnp and Zoning DEpaM1sA Thk dpprovel verMes compilimes*ft applleabk *oninp, aubdiviaion and .other focal tend development regulatiortt, but does Not constitute or a ianca cNim�s i SuuNdinq Code sndsN o her applilcabk 11 .1 approval Florida i � Coca at s BO TOWNHOMU V38 , musi'tutverl d P aignstu�ra per tt�d�uoltAttar�e E C E V E' D no Beech Buildi t F ATL.ANTIG BF r F"RMAY t1�fl �11N1fi.l Q ddd BuNd>np P rm�q, tt'�s js�tancs d70 N �ra»d srQ 03 �,�•`�,� �' :.,, ' �s i a t� • 0 w • 1 ce r • - • h r+r r _ - , Alf of • , s , , ellw 99 1 - 1 1r ll ' CA V 7NRARr . r� 4 ,� k-------- �: 1O,o97 quRrc reit Pro�rty Arc , ! • t --- ----- t 3,1: 1 Sq uare' Fcct brivcwAys: ` l,l 2l Squire 1:"cct 2 0Square q,�j retios: 'c�'t ,o �' � � � • .4,7188 quttrc Fet , - _ t��l m r oto cr�a�c. 'A Arl -� - Cross Air Conditioned Area: 5,119 Sq..rt. O tach Unit: 1752 Square Feet Cross ' i ' t� Air conditioned Area 3 Bedrooms f *Tr - it 5 1 Cir CarAgc --► Cor Open riprking _ T nICY or, d `w , a ,..•.N,v..r r•..-wX«n►l,aa.w a.w . --^`' . + . c ,, ' +'~"'.' ,.� '.er•.H..-,'!+M T.�.F..r. .,y "" w•,►...� %,Pr• �r !7'":i.+v- ..,,..,.rf ,p,., "'-•A•.. �•' W vw.,+ "'w..w+ti .ir,rr-.,r,t. . . ,«r+,.,•r'•w'`r .. � .. r,. /Rhq� :. . ) .. �� ,r-,RSR• ".^..* �•. i -z -� �e, ) . rl r , _. ,.. - , , - n j 1f l-4 • _ ° r 7 � U .4 �r4 . 90 C ON�REI URI VF W FUUNp l A 112 IRON PIPE. FOUNU (NO CAP) FENCE 1/2" IROi4 PIPE (,,) ON LINE 5a. as (NO CAP) • q� (8 4) (9.5) 6' WODU F NCE (9-J) X X (7.9 FENCE CLEAR 0.1' 417" PALM 1 22" OAK 1OAK (8.15) aK 1 ti 1 N • 11" CHINABERRY (8.3) "� kA 14, Fl . ' C% • � 10OAK 9 o U —� V (� . 1 PINE (e•1) VA c A r ) 1 U" I NE 8 9.1 i , , / ( �. 0" PINE ) i; PINE (9.0 17" PALM FENCE r rr 18" PINE / G (8.7) " r 2-S Taff Y ) (8.9 " PINE (9.7) � w 12 P�.1 M FRAME . q -�--- 0 1 PINE g.6) 1 " PINS \ 3 °� 10" PINE - - RESIDENCE 0" PINE _ 5" CEDAi-, 1 . . ( .3) 14,. N a 15" PINE !✓ 9 4 •� 2D PINE�� / ( ) M ,x(8.1) �� (8.3)8" NA13ERRY � " PINE 0 18 LM �y (8.9) � � � � 22 P 4E � " 40>Wx / 20 P LM 17 PAB V/ &149" INE (g � �'0 - it 17 PINE ® " 0 P E r' ,• ti., ...� " P NE _19" PINE " " �I► l 9 (9.1 j 18 PALM " 6 PINE � �� r 0 15' PINE 0�., - " FC E (g0) UND 8 7 (1 ,2400 (10.0) + Q� 8.5 016" l g g �• (9.7� " �S�s, 1/2" IRON PIPE FOUN - PINE. ( ) " ( ) 9.3 20 PALM 112" IR PIPE` (9-J) 1� 0,0)" " � 20 PALM 24" PINE i8" PALM ® (ND CAP) . ® 16 PINE . 19 , PALM � 19" PALM___ __• _ (9.7 ( J) (NO CAP 24r R.r,P. n :.. �._ ... -t FDUND 5�: (r . Ad. (50 PLAT) - �- - �R• _ 71. 9 7 1/2 IRON PIPE 8 t y (NO CAP) CONC. DRIVEWAY FH (7L INV W. .0.5 GFA TE..(7 04) r -- �-- SIL 0T- 6-2 ( � INV. E..(J. 72) • TURDI t F ]//^^\,� VEN,uE / ' A 1, • • ••. r r A"" Lo L *As IV, / fiz . • �'r .'ter 1 ry (50 ) j�l • � _ , Ira .�....._. awl 40o - ' µC,�v b,..� �U 5► �� rr .,. . 000 _ <.✓ OW• f L Gdp tea . N N n do Coo 4 tai'0 it = • fiu 00 T r, 0 y IBJ ood TV�S c ' , 01 , , r y jolt - 30 .1I/ I - Uplift Connector Soh jdu' lt' r r RootArti:4t46� H'� \. . . uard fret r � , " WOOD FLOOR AND ROOF' " I USS S � � . .. �e�r1,A��tr1,IY1tt��:��l►W �. _ .. aJ n Design Criteria: 120 MPII, Lxposiure Catt ory C; Wind Horde Debris 'Lone q.� X 3t11btJjq.ft: 12�r�lbs. • X146 i IZ4 10 lb [it•,�� r,/lia 04. • , • .,. . . deep, -� inches on centers ,.. . �• E�th truce�+3�ltl�. avera�e \ . � ype, 24 inches e 2 u . im �,�hlT513 rig-104 naU- ltyoc�tbr. spacing; s� for 60 b Js��� live lnadin -4 4 p 1�• 9 g. So �• r Trust In Kiri o�fi n� f na! apish trlculatio a tat stab Roof Trusses ;hall be Standard Ty.e, 4 in. /12 in. pitch, 24 inches on centersStul to Low Jok 01142 , spacing, desisned for 30 lbsJsq. ft. live loading and 30 l�sJsq. ft. wind uplift. 41111W11t,a. R•?�1.33 R.w 567 lbs. . xe 5impip4 5�b wlfi— to d ns►la�13S lbs. . mow. f e rues Cawp�ny shaU supply to the CQe�tirdctor, CerW ed 5W t2 Sul it U00(j 022C 1JUSIts_ a2o bs.x socbx� n centrrs•1F lbs. Engincer6g Urawtngs, indicatin j all loading and wind uplift Ura Simy ad b!S'I4lt rr14G"�•16d Wali tb .1 along with the required truss strrps to meet this criteria.- his ;�. •r+ Won f athi and stdin 1 •� ;. Install prig to applic�►t►o a �bt �n� 4 Information shall be submitted to the Atlantis lLcAch buitdtn Ue artwent alit ur es. Furnish the required 'sets t the Building Department and - l� p � # 4 $ it p _ two sets to the Architect far x royal ri r to the fabri aticin f he tru a".�_ f " 1onX y�laru for hxat►oct Q o t 9 Np p. 'm I *itb$ TH uchor Wit to slab - � •�.� �' �' r�•r 21Lj Uig� p#i►1 1ii3�1► �• ivi &&drod, t+stal4 tl.t dim yan 2�lilMA tl�kt � . U / f x r • foe i�►stall�;tiva dutc � � f . ` 00 SHEAR L (.`��LGULA'I'IUlwS �. ,liuildlug Length: 49.33 feet qO' 4 4%i Buildi d o0 Ug �►i tli: 23. feet . . . `} a f3 Low cn mum all .. 41� t. 2�.UQ fe e t �• - e: U 1 bsJs ft. w , ug t , - � Design Pressure: 3 q. �"`► I�� �. r 49.33 ft. X 28,ft. 30 lbsJsq. eft.=-X1,437 lbs. - rote! Load on will ol 1/2 of total load transferred to shear wall -= 29,718 lbs. r A .. ,, ... Length Walls: fe , . �. . 43.aU t(�oth Stories) ugth p!Sheer 1Y e _ . lbe, divided b 43 feet 482 lbsilin. ft. required Florida Buildlug Code, l able 2310.28 r , U ' / `v with nails a 4 lu h u r a �! • fi 13 G� �+ N h d sA�l? L- Ulle 31de. u 0-1) - oIL. Yan�l butb_sid,� �Lt,�Qlbs./_li ft. ID 00 ill Ile" 111111 -' � ! C t' �� Vii; .r. fi v-� 5 ► Fu p atSe .4 00 d5) 0 r L A� IoL� DaVI �1 GvtiJ �;G�� AWN .27o I A 00 -�_PIS J, to - - 4FIN .. o w I� 1 IF v ..,,. x .... . � ..-.. r , ! w y Y r .__... =; r. s _ " - 1 _ • r yr_- .rteczp ,. /� I , r ```'' /0? H • •.• _ �. u _ . r ._...... Lo �/k f 1 n CA [-4 r r cowl Lt Wfto. Ifla MOP , -• oo ' SY WOO 46T 90 — o 1 Ike MOO IF I LOD � � . s of 44 I . 1 J r I r r`Y 0 �/ • i 1 40poilIND Op 1 i aGp No .. �,_ R MOO O •. ` C^ r rrr o4r� EM2163 EM151G 0•b26'X 3.5" Q.75"X 2•26' 0 - - WOO — PE p 11�"� 100 io p d4 lel, 1:J4 1E too • ' d p 0-4 r • Q fir f 2 . ' f 3• o - t 8 00 rJ iWoo� L uazo MEO � 1 1 . 044 elu ' . 0 Tm t � ef 9 y U f. �{ a .+ • .yet ..... { / a. ..r t� oNtFlo VOJ - < Fl- woo ` � c►%IY . LL I I f g I I I I r I 1 a a a a VA 00.A4Pz .. a a T �► � 1 it ' I rl� &*4 i-AO I 0�) 4 Lj a a , - e r y �rAcip, Olin dpft40 Al IN mim fm 11041 i Bid I IN ME FsWI'Ecl� LFs _ ti _ R . 0 , h ' t , FLORIDA BUILDING DE, 2001 ' PRESSURES R ■■pp,, OPENINGS O (per7,1 ROOF COVERING,—ASPHAVIri SHINGLES DOORS,ri Is IDOW8tion aDtFIXED i dew and dear units � 1. 1 RQOF SLOPE 4:12 . Mae a , and associated r hardware, r r, specified 1 the installation WWAtw irodw 100 r� rA 9u1 IrArwuc�.t �,r° C �' e Curers , cry ac ellen ar are, shall be as spec ie n manufacturer'. nt ftashin valla $ directions for the 120 AIM (3 second gusts)# Exposure Category "C", M►0 Y c / a � 1. Asphalt shingles, underlayme , y and dap edges, and • g ) ►�rak .c�s a,i �,�, • . a� rw. �, _..� Wind Borne Debris Zone as defined in the Florida building Coder like ww c� u their Installation, shall be in accordance with the Florida Building Code, �►�1w aa.a, �..,� �} � Contractor shall submit to the Atlantic Beach Building Department all SAWk,,, M 11. Secdoni 1507.3 li t these + : 2 ` Asphalt shingles shall be fastened to solidlyheatthed decks. applicable manufacturer's in[arniation and test data to support r ASTM D, 226 T t or ASTM D 4869, ruiremeuts. r 3. Underlayment shall conform to , Type 2. See Dtsign FtessuM For Openings Chart. —+ Type I. Underlsymeat application shall be a minimum of one layer of - WALL ©PEN , r felt and applied as follows: Starting at the eave, the undtratlymeat shall � "Ov �K"TK4 �E IEUV. .QWNW— 6"Jaw W . . kmEakY � applied shingle fashion parallel to the eave, and lapped aiinimuw UYElt11E�U GARAGE DOUR ,, � t s gas � be pp gl , p 1. hletatl overhead garage door shall be ais mauutactured by Overhead s ►+ isd 3 of 2 Inches and fastened sufficiently to remain In placer c sr H.r s �.a, a 1 51.E. 4. 'The asphalt shingle; shall have self-sell strips or be interlucklug and Door Cowpsoy or equal and shall meet all of the requirements and D 8n k_ 1 ,.,, gl • , E VnW Go." S S 7 7 W -61.4 i--1 p structural design pressures for materials and installation in the 120 comply.with ASTM D 22'3 or ASTM D.3462. p ,„ F Fiwrd w�. / e 3 : 51, •51.6 r� S. As Balt shingles shall be secured to tbo roof sheathing in accordai,c,e MYII (3 second gusts), Exposure Category G Wind Borne Debris 0 FitW C" . s +.7 J s $4., X1.6 e� p . 15.1 fir with the wanutacturersc reeonsmendationaand test data for 120-h1Pf1 (3 Loos as defined in the Florida bwlding Dade. The Contratctor shall H Fla1r�C3�s 1 ,.6 , s ,� 7t.1 51.• . � 1 Ga aoclr 1 J i 8 I iQ� second gusts WInd-Horne Debris Zone as defined In the Florida submit to the Atlantic I3eacb Building Departwent all applicable ,A Clw oulr a JS a 1 MA • ,o ahl..war 1 3.33 s 51? >o.0 inforimsdon and test data to support these requirements. 2 P030a an Dui 1 ]J7 J 6.51 57.1 Building Code. Fasteners shall be galvanized or stainless steel, minimum of 12 gauge and shall penetrate through.the roof sheathing. 2. Sea Design Pressures far Openings Chart, The Contractor shall submit to the Atlantic Beach Building Uepartment f turer'x Information a d test data as required to FRONT ENTRY AND PEDESTRIAN GAlt��1GE DOOR all applicable menu a 1. These doors shall be custom made and shall meet all of the meet these requirements. • structural deli pressures far materials and . , requirements and st u design p • 6.• Valley linings shall be installed in accordance with the manufacturers Installation instructions before applying the asphalt shingles. For open installation in the 120 INIF11 (3 second gusts), Exposure Category "C', p Wind Borne Debris Zone as defined In the Florida Building Code, valleys, lined with metal, the lining shall be minimum 0.024 aluminum, The Contractor shall submit to the Atlantic beach c-a 16 inches wide minimum. For closed valleys, covered with shingles, the Building Department all applicable information and test data to lining shall. be one ply of smooth roll roofing, mini niuus at 36 inches support these requirements.wide and complying with ASTM 1970 , tq 1. Dripedge shall be aluminum .and'shall be prQvided at roof edges and 2. See Design Pressures for Openings Chart. overlapped a minimum of 2.inchesr Drip edges shall extend V Inch minimum below the sheathing and back on the roof a minimum of 2 � nchee. Drip edea shill be palled not wore than 12 inches on centers. ',K.1' wn.nn w E�g,1 is W r.M• 1/s7 _ SytNUI Uttre Tq.IRL'1cx11+r1•wl� Gc��n'?�d Z'JC�.SLt•��t�Mi1 k+lrft./lWcM1�,LLC {f14:a, ' — , — --- vas i ► • p ' , n x AWN .l!ill `�li� dll, A , ON OWN" j Vr^ r' , �. U -e H ' �� � 1 , S l••..A s &o4 I I I [it LLU I - it 11 1 a e^ , r •4 " , 77 /0 91 l C 411 40 fJ LIA ,.. oll 00, • t- • .._..... ._.. _ .. ..._. .._ -..__.._._. if 111110 it [fit l 40 ^ 40 �o All 141 411 1_j714 Opt e .:.. -lilt Q �T .. . OWA► W/ All 5 yy irk Q ���Ot►� 1111.11 Lill if pf I 11111T rtul •..�..�� .•.....- • ,.......�...... ..,-,»«.-� ��.....,..-�...� .�...r.. ......r.�.. -.-.-.�,..�...�.. 4 . iA_� -r:' -...�■ :.,tet .. ..,..... ..�+� -�.+ :-...-"- ---�-�^ � •- � � • '� r , t� • N Lo ooke 1/4 kl'w I a ..i,, 'kit" ` f • w • rt , , . a { {� mo Ta r� �f Wj- woo- fb o 'F044 AL* Z :w : ry mw '� d• v .G, r 1 ra ,t l� �� c� .a� lv N 0 2 ats►1.�.• po 1G" i -h. It's Woof - IA 404 1 V No%ot4 m 0-4 s r , r • Neu 41+ ow, (0 V . .. e a ' I , 1 O LAP 4rA, �94 Ilu 'o . '•�� w oil loq • J / • .4' . . 411.0 ,I! _ ell c. e� �I � AM CONDITIONING NOT ES ;Z4 �C+r L COSULY WITH ALL AMICABLE CODES AND UIWLYANCLS. IVJ , • 1. CO-ORDINATE ALL WORK WITH O"rHER'TRADES. r t ,I. PROVIDE A CEKUYIED ENERGY ANALYSIS AS REQ VI .6 BY THE FLORIDA c ENERGY CODE AND ALL LOCAL JURISDICTIONS. THIS ENERGY'ANALYSIS �• � UAI.I• NS . � S IIE TIIE RESYO y IIrILrrY OF TUE Atli CONDITIONING Co�rrl�ACTOR � - av C!rY OF ATLANTIC B S A PAIL r D SHALL HE SUBhlI I TU THE . . BEACH A _ OF THE fERMFf AI'ULICATION. ..� rLo . \ 4. ALL DUCTWORK SHALL BE FIBERGLASS DUCTSOARD. ogs, � ALL REGISTERS 3t[ALL 8E d'Vfil"TI. PAINTED ALUhi1NUhL G . 6. PROVIDE THERt�1OSTA'r A5 REQUIRED FOR THE PROPER OPERA' ON O vowE��r. 1. AILL WORK SUALL BE PERFORMED BUY A QUALIi�IED AIR CONDMO • : - " ING H � cur'rRACTuIa. It, THE Alit CONDITIONING COI'+I�TRAc.'rOR$HALL BE RESPONSIBLE FOR THE � DESIGN AND PROPER OPERATION OF THE SYSTEM. r.�1 9. THE AIR CONDITIONING SYSTEM SUALL BE SPLIT SYSTEM HEA•r PUMP • . �. _ E CA O T . M � QvAL•Io. RIs�ER II� IuNE. •rrlE uNI•I8 SHALL BE COASTAL QUALrrY � �; r '� WITH A 5-YEAR COMPRESSOR WANRHAN'TY. SU IIO D _.._ , . Bh11'r Silo? DRAWINGS AN _ .�.. IV BROCHURES FOR APPROVAL BY"rLIE OWNEt�i/ARCHITECr. �" a ' MUS 411.1 f-4 t:�' I tk"A i\14 u AN, _ . 4 !. 'I . . ',� .. _ _ ..-.r... .. . � :x......• .�'Gr� J-_� r.J` c7"` ����✓�'�T~`;,.,./ � ..,f#r��."' `�'_ '.t"��r-. _.�..*-. .«",�-.i'V: '� .".3.rY. � *.c "_- � b v 777 , -- �i v y ti A r , . 1 • _ G 1 a� 1 _ '� ttit r ryry l r4. /I l 113 + r J%�O e All Ir 1 a P a : .. t tit) ., p �°� '� �. ---------•� .�. '� _--__.....,;• --fir �� �..� ELEC fistCAL N(Yf MAND FIXTURES W, . I 1. Coanply with ad appllcable coda and ordinrncts. 00, U 2. SUPOY,InstaU and bane ad MIUS-0. 3. All outlets shall be smooth white pLastk. Switches shall be smooth white plastic, f 1 0, dvcQr type, to&& �"' r� 4. the Electrical Contractor shall be responsible for sidra8 all circuits, wirw& panels, ' do __. service and all other tltctrical r uirtmeats for and shall co-ordinate his work with All ris�ciattd trades during construction of p 1 � r the ro +tc r' - - •. �. Electrical service shall be underwDun •�- ---M. .�::_ -- 6. SubiAit shop drawings for all tlaturts sptcificd and a pratl borrd schedule • - Indic,ttia all circuitio ands ares for future use. � tS p �' ..... A— Fiojtress Y87-A"r, rettsscd housing with Y8082.28 tries and 1-100 watt far 38 lamp. eloo - c housl tt !'8043-21A "Alutk"rte lave cone tries d - 13—Frvartss Y87-A'r rt esse�l a rr' a 1tc ' ' oct an _ rr �" r'` 1-75 act Far 38 lamp. FrvBrtss Y87-AT rtetsstd housing with Y8072WL-28 shower trim send 1-73 watt %I/ , Far 381aaatp. -� r 11 A TEI. • .� ��� ' $ U Fro;ress 1i 7222-44 surface tiuortsctut with 4-F34T12 lamps -.7- 1IIIIII � � I -ITIIIT II I1TII.I� VDrtel iork,ct with 1-lc� watt A-19 lamp. -- i� F- Wins Li4,ht fl:ture, Ftad�snt typt, l30 watt, Frovldt aq alkrwaatce of x100-W tAch. 4q�� <� - SD—Smoke dt(toors shall be whi' plastic. Lo A. ;�o L E�w (5� or go--I All" Lr ust Fins. Nut ode� {1 one Q .. - a � xu •r-da Yll--Nutoue Yui l IL a t lriu Lli1 built las Huth. Chi u s— tone 4 Ceiling mans--•ra be stltckd: Frovide structural ceili a8 outltt for facet. f 49 . _..:� .... � r.� �� �'^`-..�'"` ta- ,�` �-'C"''�� .TSG' *:� c� w Tr- .r-_ *_- ,—r, t'cy" 'rt �'�'`�'_,-��'.--r••r.'.� �'� 00 77 � 1 t h r i ��t It � �-��.:� •, .� t �.► f s • r _ _ two �•` i. , y a GENERAL r rU31 M S • r r r r 101143 SIT MOR ltii�"1'AL U9�fr r`iFyvt.0 agib A.U.J rtsraati a rr,.)rj the Sita eros Ao iu cowlAte iactudiag jJO rwt Nfis4tljla'tokj Htfall.s Provide all ruiscellancous sh apes Add sues incluaiag shelf Au'llts, atiystem;, l trees aai,srktd 14tls a reel ribbons sit,ill LV re;ai�s reel. A!!others s;aa►ll recatdiai bolls,nets. waalaers. And any other eoiaazttilaag dcvitcs r egAttd.uaJ iAdicattcal ora the +a r ;Teal. UarricAdt tile:*SptCial trtes if iddICALed oz1 the DrA4i &L Clear AAA 3rub nand llrasriaags.All metal uplift wind Connectors indleAttd are by Sia Va wa.haat dFyy'rcd r'taaaoVa base top 2'-Vrcct of eAlldas s<sasl AS ctwl:tis etj to a tLaow't all Antes.1"is Add other ,tartvAniac+fd. a3latlle:r subjctt to dCtt;;rnorAt Qar. �'ARl'EN'fitY , E><u;va,te to the eraJtj and sh.iPts isad;cAtcd 03 the Drrt-rib jtL ("a;stpAtt the tsi4t1041$sell to 93, UsuslirjCj piQCJar, lt4z, W A3 rCcfjUircd t"a all Rqpyb LLrjdgtCU All d u:tnsion lumber s6AII be South trra Ytl:uw Yisar, ifc�at-lir of erlu:tl, tltvat ,s�za LdkAtcd toad pro'ri 10 cltAU fill for:under slab And fsaAl gra diaat. F ll yta:itr SiAb Constsuctloa Gr&dtr 1200 Y•S.L or bttttr. Luaanber ib cont stt to itk mulary shaa be aaad r:�smU04S Slt"' be CQVJPACtttil hJ 3 Eich layers ttA 33 ".: aus.difYtd 2jr-ittur. Co:.w?Actuaas prtssure trtaorttd. k1ywv,,,il shall uatet all or the requistiAtuts IaftheAucricaia klywrmod tcsls care r'seg3Lixetd. Subaaait report tax(3wrttet Asad Arclait+ttt Asadxi dos for the applications indk-Att°d on the Dr,srrin6L All aA liaag or couuctlio;s Shall LO As provided las the Structural.Notts and SPtcitcatioas or As i:1d Att4 ase the UraWi:a;3",at, Tea eis�Yrottct„a Yro°rid+ -rtrrai;sd0r`uAdtf stats And ptrLueter tItAtsac at per Ill CWe rcgaureust:at&AniV 0 A TCrusite U011,l. Yigi b C4j •two r1 Prexvide and install Ad shspcs And slats iacl;itated Od the Ur;a rungs. C4110g.Hasa Asad Deme interior tricaa Shall be finger jolutecd +lrhitt punt Gr cc;uatl,'$4Adrd, � l kquf I 0, ss • piping a 3iic Aad ready for parciatauSgw r `'� ire . Ir tint • Yroyicia CiiJ, i aan aril other aaetes:alrits i:ada'"tat>»al on isi lA.at Y'r vr�3e t!! rrtiiztts.ts ree�laxixcsl aasd iaaxlitatrxl fur haat prv;,l:r v�erat:Plarr of s,lt syslea�as, . • Fsitriyr jxW'[riraar: Eatterior' Yiudoa►Aad dwr triaua $bAl Leprc.saaure tre«ttO .rad elf the veal'. • All wrAlk and drive,rays shall ht 4 ixachrs thick coact etc orith 1;4ht tarts) j ria!A`s. shspes and:netts indicated on the Drairings, fanst;atll with silliness steel dAli s. t6ie�caasuctla dr$wc.raay$bel!hasw+efibtraaitsv rca:aaforeiag Aatd vlyastere aaderlayaaataaL Bela .1r:rwrua 1y �*l ling;WvJ sidin shall be&S Trach thick'r-1•11 Fide, with r arm _.�''j..�_ _,,_ 3 ,ar ewuv cs a1 t $is thee oil , ctaterar. ibt sldiv,g fortaas s structural shc&r rw4d And shAll foo installed or itis staiia!"s steel 1 t-ajic.. +; U1 Jrr►tx,tio+a: lay the 0-,vaalrr/Dersl2ptr. nAUS as ptr the xtnittairal sp,tcirac.atioaa3, 111ALDINQ F Y-arul all co:actite to the shaprtas Arid SiAcJ indicated 04 1119 VrAifb.t;st. Yrarv;dt LVad f a au!At a: Provide W19 inch insulatioa At all exterior wood fritued rwA U. Provide All f+3xa4s. woad batt iaesWL&doh at all Hath wall:. Iteilsfort az 54111; Provide All rei!forcing steel indicated Qn the Drawings.•Tie and init.AJ Cci4iaae 12111 tiwaat Provide K-30 ribergla3s bAtt insulation between trmucs. " As required by all structural,notes and requirtments and As required by All codes. : Irstr All concrete shall be JA0 P.9.L and shall be of the sixti and shApts iadicatcv on 164 Dra►winga. All exposed concrete$!naill be finished sznDotlJ<or with the Piniah indicated Provide Salvsnittd atlttai lath secured to the structural sheathing As regsu1rt4 over'Tyvek and deal!be r"dy for any additional finishes indicated in other Scctions of the4c or scgacrl moisture inflltratioaat and two coasts of Stucco. The first Coat 10 be A scratch and Specifksation& brown coat and the finish coat to be intcgr•Al dastonseric color. The systtxn sha,U ba las Accordsance With the 1''IoridA Building Code And related mautufatcturtes recoi nnaendatioaas for 1241.E P.IL Cattgorf "C'.Wind Bernie Debris"Lone. Provide styrofosaas b4nding.6 inches gide and 1.1/2 acbts thick Thea fltid shall have ae wormy finish and the baaudin,% V„12jk A rj; Concrete bock units shall be standard wtlgaht axed shall be of the sites shall be smooth salad finish. Calors to be s,deettd by the Owner/AreshitecL indicated on the Drawings.provide galvanUed cuuonry wall rciafartIng at 16 ixae:$tI as Centers vertically within the waft. Sea Structur al!Yates for type of mortar. r All was shall be true.pluawb And lcvcL Remove All trcess mortar so As to render the wall � si nooth and ready for the application of anattriAl$Aanel work regaired by other trades. ff A i. C'AE3tNE"fs�lNu DRYNVAL!s Catbi!jt row PrUvide An Aluo.vaasate of$6,04 for Kitchen auad HAth CAbiasatts And tops, JjarAULDrywAll shall be Itypsuia wallboard and shAU be 1/2!.aches thick st will rd type. ( instslltiL Archittct/Owwxatr$lull stltct cabinet style, top material,hardwAre color Axid All dry vA sb li be taped sand finished And saendtd swootb ready for tie ApptkAtion of { finish. paint. Frovwde PVC cornu beads and a►ccenories as required for the proper application of the system. .C,estarllation sh U be in accordance with the uAnufacta frees sta.ada sd MI`►"j'U[JE FRQfF-C11ON rccoaasweaadat;ous. A_aEuhetlt Comas !tion S6iaselcs: Shingles shall be Ella or equal_Architstctural Grade. Color to be selecttd by the O•wutr/Architect. See th6 structsral and iustaalUtion re+l°aireutents on Drawing Sheat 6. Six nails per shingle are rtquirtiL Wall 51dUtELtt. Dur4s-uck or tqu d insttlied ias AccordYatce with naawufa►cturcr's initructloa s. QVIkigg j9d, n • Caulking and stAlaants shall be butyl or silkone Azad shall match the surfaces staled. l?irt caulk all piping Aad outer ptnetrattloits as required by dpi: kAUc �tt,� .��s!rx+r� ti�at: 'The s~ctting bed shs►Il be either ana:astic or ceuas:at b o . f codes. Egg cAWk ths inflEM629 of b a k d r rtcommeasdtd by the nunufscturcr for the proptr.app1;CA ass of the Ceramic tile.Grout all 1btAt ig . Use special nod-tsp4ndirag XAI&ats wound door and window inst"Atio" joints. WIP!DOM AND, S 'cr a 'lice: Provide An Allowraxace of$5.00 per squua foot instAll+ed.for•ceramic till tobe stlexted by the Asrchitect/Owntr. Submit saw ples for stkctiun. Wood ta�tria MAsoaaitt,4 raised panne!$,paiatt garsdew �. RLC�KING; •. Whale Pias,fang,tr jointed stilts,rnib And louvers IouYCr$.punt quality. Cir,Ret Lloolidv, Provide an Allowance of$29.0015+yd,installed inctudin' y,,td and labor. F%(rinC2 WW r&ns_SjdL1jjSu Masonite 4 rA4cd pant!$oarr,equal exterior grAdc, I-3/4 `rile n .C' Provide an Allowance of$5.04 per squA910 foot installed for quarry We or inches thick with tempered insulAting glass siddite pands.Assembly shall be riled 120 similar the flooring.Provide rtsilicnt undtrlaysneut prior to the installation of the tik. - MP11 (3 second gusts),Erpososrt Cattgory"C", Wind Borne Debris Zonae. Grout ail joists. Tile flooring shaU be selected by the Owner/Ardilitck. (:�gg�G&rsniscd steel.eight patnd white prefluisewith electric operator. hd l I+Alid"TlNCL IffA1NLNU AND VICVISII(N(,d Provide lifetime Warranty. Doors shall be rated for 120 MPH, Esposure Category III Wind Borne Debris 7.otae. E11td2r)MwdSidi st &DJArnin Moore wood pri Mer and 2 coats of Haajamia Moore `.� E r in i Hun Wind w Fi. • exterior latex,aaaildew rtsisttat,house Paint "Mr. WiiAS"rd"nese supplied by Architectural Windows sad Cabinerts or tquatl, b.a ltd on Faaeerior WM Trim, Fasei,%a1x. &lits tc;_: 13eajsasniit bjoore vvotad priaaer And 2 coats of white Alttmioum frames with impact glAn,compkte with insect screens,hArdwrare and gg litojamia Moore safety white blgb gloss mildt.r resistant enamel. Wood entrance door to. "Imallns Units shall be for 120 MPH,Exposure Category"C', Wind Horne Debris - be s color to be selected by the Owner/Architect. `Lone. Doors,Windows and Fixed GWs shall be of the sinal indicaoeted on the Drarwinp. [nttri4r D tka jatwin Moore primer sealtr auad 2 coats of latex Kew Wail 5Atim Mi rs: MWers for the Baths shall be y."polishedto glass And shAll be rr in top is of the backsplasla to 7'-0"above the finished floor and shall be full width of the counter top. rattriot Wed,Frim, fpr"U 4asi angel Hgsy.-I 1kar<ja min Mesas Alkyd enawctel uxader&ody and 2 coAU of Benjamin.Moore Ira per ro Enamel. ,,; 4: Ai11,�kidog all J jUg2nsibilitys The Fainting ContrActvr shall be responsible for sanding �j. All2wa g4cr, prnvidt stud AUQWAnca of$1,0W roe finish hardwart. lastacl Gon shall a tat .► : --,.—.. ..3t� and preparing All surfaces including puttyiaug ald nAd holes and caulking all joints prior to -�.A�•i t D as part pf the allowance and shAll be installed by the Finished Carpentry Contractor. the application otprimtrs and pliant. ' "f �% I r AU colors shall be selected by the U watt/Architect; a _ T u bmit saama fvr se3ectxact s. , ,•,� F A.. Crwrj, I Crif DME ]b `11 ME -N VFA SOUTH • � r � ter �... r ,r '� t N U S ORGE BV E S*wyrL'VA DRI G LLI Ats A R tTJ9 SOU T I I IIID ►�I E I' � 106 r L rf3 0/2 1 • (,fir x/221 E('11 0l f jjp 9 ,4ALrfAflj 2 �t r fl r • �• 1� �� , � � a VILL Al LiVTf IC BEACH, _YLUMA � . (504) 2e -.316 A, r T'EliIr Ac"I a3rds: MRUCITIML MYUS AND SPECIFICATIONS hinter Bath & Batu 2 2-uric<Swtia rate Wilru&USS ti «:rs iJ "J. VALif, I-Ll t1'atb 2 I. Car1t�: i' is ids itA&Jb, Cvdr,ACI,4�►'t[f',�y'YY�I,APA (1.,�6cst ��ittau �s) 1 -- jaer Iixatr, Ctrs tie 2. Lire:Easels: lw,3 g Tavrt111us,cerayu 2—2.1 ia�clt 1(ceifLive L.)ad 'rop G110rJ-------40 Ysl'' ' �;'1A�r�"(3'��ir'�7�� l�rurfic"e au�d ixtst:t$I 'riayl Csattd '�riatsaelwirag by C1�,ct f�tAi:l or e�lual. -. ,;CC 1l1`a,w1w&s for Ail quacucidts tud 14utry r3. 3. '�'Yis�a1 Lc:,F.ls: (lwd rll�'I1),Es .�,sare C xir�ury "4`',w"�iwd t:ar� l3w�rrys��sue � • , ll�sit �t�c`city 1{rtasa:e-•-----------.3E11`'S1t � E.(giyai i`i -413 k3F �+r f1 r�tr s cac 'a: YrvriF.ts an acllo�rarsce ut , ) per I.iriug UEtit furplCliantrs t{a s:lctttd f. i"rGteritls: L rise C�a:.ae:rlArchitttt CGucrctt: (N,mesal Weight--26 Day') t�ttPr gerator MAW ov PAde Lad fWtiogs-----3':1511 PSI AeLfsutlog,AS 1'hl,A615,GR60(Lsp 40 bar diARICters) • 1x �:�tr' l'iLtr i"�Stsb 51s.b letei�tc�rti�g . . . 1yisWu�tst -' If 03u.1 CAI U: ASThI,CW,'ryPt f1 _ pee 1Iu�d ` ALL.. ouy Mus i4r,Aafhf,0210,Type Al Yap-dire fur it se-cushy Slst+cit s ,,iif. LuwLtr: Wvid cora1(1'uct1QJ in atcordauce "iW the Ir101AA Iiu,ildiag Code L'�t....... �...�.. Studs: Spruce-fiuc,k r,u1C13, No.2 �� i • . X)or fadctrItywvd: S/4", A,CU-241,' eiG itL trtrriur Iue(Cl, 1. C,�cy With all apict�e ccdcd a �duadtuacca. AIpruv d �uivaktt for rt shcAthing. Yruvide'/i iacb Stctirlwjr at Setuul ktjor s 2.All tiaturts ire White in color. glued and UAjtel W the fl"r tru.:sts. _ 3.t'�l taitstr�s sy�cciCtxl acre&�aialcr. � , s •l.All prpiug ths,41 be kVC+ id,sias: 80 1,4 6 luchts on ctuters of supporttd edges(izt the&CAUJ)and a S.All WA wAtrr piplogl sEitj W Wulate.cl." iuchts on ttuttss at iatena'ciliate supports.. ppv ( us the C►alr1)for root,Moor And wall sheathle&Reduce the spacing to 4 inches on centers arvuud ad optaia&L &iasttjjAtb & Alst§ • Lavatories—Yenatuagtou K-21"with Ahern, brushed chrome Frarnlog Anchors: Simpson oar approved ecluatt,cine coated. • K-5�S0 triaxr. Woo Trusses: Ftevide Shop Drawings,signed and ttaW by a Mork; Toilets-Wcllworth N3520E13 towpkte with stat , ProfessionAl Eatginetr. 120 MPH,(3 Second Gusts)Es posure Category "C",Wind Borne Debris Lana Shower Fittings—Alternat brushed chrome K--690 , • Allowabler Sink—Brookrkcld K-5942 with Coralis K 1S172K lever faucet Soil Bening p esaarc - 2 00 PSS With nozzle spray. S. 'rewporAry►BrAclog: Tice:Contractor shall be respunsiGle for all to wporAry bracing I r • Provide rtcrsstd Washer/Dryer connection Wx. that is rtquirtd for the near construction, Warr LICS(tr: Khetax 32 gmllwax,dauUt clement highboy with prctsut a relict a valve and dr�nin paa. I i 4 i i r I, I ; Val I • VAN a11�11{AIl�tr/e��JAr r 'Y i Ij -ASYLDRIVEIS riAUGEO � , SILL, JR. ARCIIJI[Ii -EC." A. r 11.11 JA(UlKSON VIED: MAC LOT 3 121 722p SECTION NO, 31 SALTAM ��, �'L���� :�:��.��. (9, 0 ) 241-2316