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Seminole Road 2377 - 2379 ELECTRICAL L DUPLEX OUTLET 220 VOLT OUTLET Z@220v 2ov 220V FLOOR OUTLETI A. H 1 o �' 1 DUPLEX CFI IZPLAN' AREA GFI IFI GF DUPLEX WTRPROOF =P L R 9c A Y 040" AFF OUTLET @ MANTEL SURFACE — QM PD WALL SWITCH $ CEILING FAN SWITCH DIMMER SWITCH D 220 20V 3 WAY SWITCH C7 3 LOWER OUTLET SWITCH Oir WALL BRACKET LIGHT F-Zqp LHALL HALL DISPOSAL SWITCH DISP LA � RECESSED DOWN LIGHT (& w S I -0 RECESSED DOWN LIGHT W/ LENS AAIN (2),P G UNDER COUNTER LOW VOLTAGE SURFACE MTD @ CLNG TELEPHONE OUTLET CABLE TV OUTLET bTV LANDS APE LANDSCAPE � LIG TING LIGHTING WALL SCONCE )01 DIRECTIONAL DOWN LIGHT O Q ® 'RA(i 11 ARA CEILING FAN W/ LIGHT ORCH Q GARDEN PORC PENDANT LIGHT GARAGE DOOR OPENER GD GD o GI FLUORESCENT LIGHT 2X4 EXHAUST FAN SMOKE DETECTOR O GW GW G P GW OVER MIRROR LIGHT V f IN POST LIGHT Fm ELECTRICAL PANEL t REMOTE REMOTE ire s r��- SPPS a Fr Spam,A[<I er S�p/4�p REMOTE REMOTE pefal' ............ v ............ ra Sir .f\k1er 5-js ems, Syse be u,� 1( i�6� -13 7 2es�� �A1 SPP j=�� r, s -t-� �e p�sIe �` r~ �� ►��. r e U C f i' rC S�rjc.P; v 1-/Fm �a@w@ =r_.,• •. .... o .. 3p 0 . 1 J ��� �/ �. P PT -�_.... TOWNHOUSE 1. V � 7 R d sp Y�,1� P ,1�1� Es O 1'1' NHOl.Js EA.►� 5S' �Ps f�IeA f J � W WC mss, � '�Trn�sr^ I2� � � !�^ 1 GtG!_�I'"" .3 C��ot�`t�('t�'s'.s'��✓� `�,��`'��r ,�j��'.�. $pej"r- +e5+/0r6k1n 6 d area 562 - c o n d i tl O n le d areagsf - conditione 517sf — Lyara � e area 517 gsf -- garage area - - OCLC Fly,.., t�rc�e^+-r 9 V//VA(V les 0ujc C;-{-7 Wa'+(r 5 c�PPI%y r FIRST FLOOR PLAN lI �'UPPUY SPf4tNI<�CfZ DETAtt— FIRE SPRINKLER SERVICE' N,7-1 S. 1 R,t ?x0tf%ff;Q% of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 JAMES W D UPREE ARCHITECT VAN CLEVE., TOWNHOUSES Q 4' 8 Jacksonville, FIv. 32241-3787 Fax (90.1) 262-2166 AR-00110382 904--247-70720 sec, tea. 0,(. ,j�' 1 N A T L A N T I C 8 E A C H Dr%Ao w �► f 3 ELECTRICAL LEGEND DUPLEX OUTLET =0 220 VOLT OUTLET �220v 060 0 0 FLOOR OUTLET © Q Q Q Q Cj DUPLEX GFI r 2 B 2 DUPLEX WTRPROOF GFI KITC N I K CHEN GP @40" AFF L----" OUTLET @ MANTEL SURFACE --�- Qi M WALL SWITCH - �d� "I rA CEILING FAN SWITCH BD GFI ° ° GFI w M 2 710 DIMMER SWITCH D V > 2 3 WAY SWITCHI DW W I 3 w LOWER OUTLET SWITCH L WALL BRACKET LIGHT I (�vP DISPOSAL SWITCH 0 e0r ':F11Vf 1=r (r5�y �"�s�' ` � DISP 1 3 RECESSED DOWN LIGHT- RECESSED IGHT RECESSED DOWN LIGHT W/ LENS PMIR UNDER COUNTER LOW VOLTAGE ® a o SURFACE MTD @ CLNG n . w TELEPHONE OUTLEToll CABLE TV OUTLET <TV WALL SCONCE D9(/1bNGDIS G DIRECTIONAL DOWN LIGHT II r "3rv(. Rvvr/ CEILING FAN W/ LIGHT rat. P(00/- PENDANT LIGHT O GARAGE DOOR OPENER GD FLUORESCENT LIGHT 2X4 LIVING LIVING EXHAUST FAN SMOKE DETECTOR Q OVER MIRROR LIGHT TV KI TV n � IN POST LIGHT ® \ OM r" OLi Li � "3 WEST TOWNHOUSE EAST TOWNHOUSE / i`� 1092g sf -cored .tia ed area 1092 g sf -- conditione . area s SECOND FLOOR PLAN Filte Fp. PLM FIRE SPRINKLER SERVICE of N.E. FLORIDA JAMES W D UPR.E'E ARCHITECTP.O. Box 23787 (904) 262-2066 . VAN CLEVE TOWNHOUSES Q /„�,� g ' Jacksonville, FL 32241-3787 Fax (90-1) 262-2166 AR-00 f >D�3B,2 944-247-- 707,2 I N A T L A N T I C 8 Q A C H r%#j,. 2m, o f ar 2-3 7-23 V) SIMPSON LUS24 2x SYP#2 OR BETTER co ,,.j w 01010 FASTEN BLOCKING & EA. OUTRIGGIER TYP. OUTRIGGER @ 24" c/c w11101 12 OUTRIGGER w/ 8d @ 8" c/C (n 4\" TOP 8c BOT, TYP, < u co N PREFABRICATED WOOD ROOF SHEATHING :g: � N "H10 HURRICANE TIE TRUSSES @ 24" c/c j m o ® END OF EACH TRUSS �� m a °�' U W -j < TYPICAL. LEAVE 1 8 GAP �- U TRUSS BEARING w f � 0 SEE ARCHITECTURAL 0 z 0 2x4 SYP #2 � a_ z zx sTuas DBL 2x TOP PLATE OUTRIGGER @24" c/c w 016" c/c TYP. - DBL 2x TOP PLATE TJI JOIST PLYWOOD BLOCKING0-1 � W WALL SHEATHING W U) " CD C-00 `n ROOF SECTION- `�py�r r � TJI RAFTER _ N N S6 , t . NOT TO SCALE CONT, BLOCKING 2x4 SYP#2 OR BETTER 24 (c/c U) 5m., 2x WALL FRAMING PLYWOOD BLOCKING w/ "SIMPSON" 'H2,5' HURRICANE ROOF BEAM STRAP, TYP, � � '•��,� '; SIMPSON LSSU410 w/ A34 @ EA, TJI TYP. OUTRIGGER), DETAIL 3 •�,� owes.•.•O CONT. WEDGE BLOCKING NOT TO SCALE ( 12 MAX, OVERHANG ) S6 ROOF SECTION WOUTRIGGER 2 (2)\" M BOILTS 6X6 POST V V THRU 6x6 & 1 2x12 24 MAX. OVERHANG S6 0 F' NOT TO SCALE ( COUNTERSINK UN ERSINK BOLT DECK BEAM °O HEADS & NUTS TYP, o 2 MIN. STAGGAR Q � FASTEN BLOCKING & BOLTS OUTRIGGER w/ 8d @ 8" c/c TOP & BOT. TYP. POSTDETALCCONT.. RIMI BOAR .D NN7 NOTCH @OUTRIGGER NOT TO SCALE S6 cf) 20 SY 2 ROOF SHEATHING C� O P # _ OUTRIGGER @24 c/c WOOD BEAM SEE PLAN CD = �-- U TJI @ 24" c/c W Q 0 TJI RAFTER PREFABRICATED WOOD w ROOF TRUSS @ 24" c/c w/ MIN. 18" HEEL. o � PLYWOOD BLOCKING PLYWOOD BLOCKING w/ WALL SHEATHING 1 /8" GAP @ TOP FLANGE 0 < Q w PROVIDE FULL DEPTH SIMPSON MTs12 BLOCKING @ CONNECTION @ EA. TJI TYP. SIMPSON MTS12 @ EA, c� 2x STUD WALL w/ TJI & EA, TRUSS TYP. z DBL„ TOP PLATE TYP, SOLID WEDGE BLOCKING CT) CONT, WEDGE BLOCKING UNDER EA, TJI TYP. 2x STUD WALL w/ a DBL. TOP PLATE TYP, "SIMPSON " 'CC66' w 5"N N /C2) 8 ROOF SECTION BOLTS IN POST & EA. BEAM U' Wz 4 . . R0 � S — c5NOT TO SCALE 24" MAX. OVERHANG ) 56w m NOT TO SCALE S6 -D X— BRACING NOT SHOWN FOR CLARITY WOOD POSTCAP- 6 SHEET NOT TO SCALE S6 NOTE: TIE RODS INTENTIONALLY NOT SHOWN IN DETAILS FOR CLARITY. �AISC , ROOF DETAILS r rn r- 2x4 SPRUCE OR BETTER BLOCKING GABLE END VERT. BRACING 0 cn CENTERED BENEATH SHEATHING JOINT. '°� " 0 PER TRUSS DESIGN (TYP.) ROOFING OVER FELT ON .� Lu Q ATTACH BLOCKING w/ (3) 16d TOENAILED7/6" OSB ROOF PANEL o OR (2) 15d ENDNAILED EACH END. Lc') 12" SHEATHING (TYP.) Q N > >> - Z IN w m d SIMPSON HGA 10 INSIDE @ 4 - 0 C/C MAX.) GABLE END TRUSS (TYP. ) 2x4 SPRUCE OR BETTER 24 LENGTH CENTERED ON G. � o .. 8'-0" LATERAL BRACE (RAT RUN) FASTENED w/ (6) 16d F' x � < o ww a NAILSOR (8) 9d NAILS TO 2x4 CHORD BELOW (TYP.) Q o m N 0- Lu J F-- Z B CONT. GALV. METAL Df � I FLASHING (TYP.) Q WOOD TRUSSES (TYP.) w � N N 00 � N 00 2 16d NAILS P.T. FASCIA & u- lig 2x4x8'-0" LATERAL c DRIP (TYP. z J ;,,,�, `c . BRACE RAT RUN S5 a- ...� :'...; 2X4X8'-- 0" LATERAL .. , „ It � „ 2x4 KNEE BRACE @ 4 –0 c/c MAX. ,, BRACE (RAT- RUN) @ 2 OR x 8 THICK SPAC ' °. - `=y ��� ING W/ (3) 12d NAILS EACH END -� 4 -- 0 c/c ON BLOCKING. WASHER 8c NUT INTO TRUSS VERT. MEMBERS, �a NOTE: �� .. ���,, >. 171 rj TIE ROD ASSWEB MEMBERS. Y ALL NAILS TO BE 1 /2" GYP, BOARD s 2 COMMON NAILS MIN. ON STUD WALL CONT. TO FOUNDATION GABLE TIE - DOWNA GABLE END WALL SECTION NOT TO SCALE S5 NOT TO SCALE S5 °O a i d- w INDIVIDUAL SHEATHING Q 0 ATTACHED TO THREE GABLE TRUSS TRUSSES MIN. GABLE E (5) 16d NAILS. TYPICAL. ND NAILING " oc MAX. @ PANEL 7/16 SHEATHING SHIM 8d @ 6" c/c. TYPICAL. 8d NAILS @ 6 W o EDGES @ BLOCKING (TYP.) 2x4x8'-0" LATERAL (2) 16d NAILS EACH TRUSS. TYPICAL. C� BRACE ( RAT RUN O a Sd NAILS @ 6 oc @ ALL PANEL EDGES 16d NAILS @ 8 c/c. TYPICAL. EXCEPT OF GABLE 4" oc MAX. _ r 8d NAILS @ 2x4 SPRUCE OR BETTER 24 16d NAILS @ 8 c/c. ALTERNATE O TRUSS (TYP. ) (CABLE END FRAMING ONLY) LENGTH CENTERED ON CONT. TOENAIL AND ENDNAIL. TYPICAL. LATERAL BRACE (RAT RUN) � m FASTENED W/ (6) 16d NAILS �J 8d NAILS @ 12" oc ON 1 OR (8) 8d NAILS TO 2x4 —j C� CHORD BELOW (TYP. ) �---� I— INTERIOR OF PANELS S5 _ CENTERLINE RIDGE "A35" FRAMING ANCHOR @ 20" c/c � Q (INTERMEDIATE) ,�, EXCEPT ON GABLE e w TRUSS (TYP. ) 7 16 OSB WALL SHEATHING. � 2x4 SPRUCE- PINE- FIR OR BETTER / z BLOCKING (FLAT OF VERTICAL) SEE SHEET W-1 FOR FASTENING � � FOR END TWO (2) TRUSS SPACES Q a U-) T RIDGE @ 4'- 0" oc MAX. (TYP, ) - NA R RSP4 STUD PLATE T8cB @ NOTE. c� EVERY OTHER STUD, TYPICAL. ALL NAILS TO BE o NOTES: COMMON NAILS MIN. z z 1 . ALL NAILS TO BE 20 CONT. o COMMON NAILS MIN . U 12" MAX. ENLARGED CABLE ENDDETAI� SHEET NOT TO SCALE S 5 ROOF SHEATHING ATTA HMENT PLAN- B N S5GABLE ROOFDETALS NOT TO SCALE , r .�� 1 �- 319 err► I r�� � a cn co N cn 00 (2) 2x12 w/ 2" PLYWOOD w/ SIMPSON MSTA36 TOP & BOTTOM . WIND ENGINEERING GENERAL NOTES & DESIGN CRITERIA J wC1 C:, 'n Sd NAILS STAGGARD @ 12" BEND OVER DBL TOP PLATE @TOP & cn 1 . CODES: Standard Building Code 1997 Edition ACI, ATTIC, NDS, AWPA & APA ( latest editions ) In � � co g ( ), ' � c/c TOP & BOTTOM TYP. EXTEND TO FLOOR BELOW @ BOTTOM . 2. LIVE LOADS: � Q 0 ROOF LIVE LOAD — TOP CHORD . . . . . . . . . . . . . . . . . . . 20 PSF ® m Q0 (2) 2x CONT. WOOD PLATE ATTIC LIVE LOAD - BOT CHORD . . . . . . . . . . , . N/A ~ c °' 0 FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF I®" X w J x W ' ~ a 3. WIND LOADS: ( 110 MPH ZONE ) Z 0 o 2x CRIPPLE N a- STUDS TYP. REQ'D, TRUSS CONNECTORS 4. MATERIALS; W NOT SHOWN FOR CLARITY, CONCRETE: NORMAL WEIGHT, MIN. 2500 PSI @ 28 DAYS w/ FIBERMESH REINFORCEMENT a FIBERMESH: 1 /2 MONOFILAMENTL.j , DOSAGE: 3/4 LB PER CUBIC YARD N C) NUT & WEDGE WASHER TYP. REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER SOIL CONDITIONS, & ly- SIMPSON MSTA24 N 00 DIFFERENTIAL SETTLEMENT, IS THIE FULL RESPONSIBILITY OF THE CONTRACTOR. W N LO °° En N J @ HEADERS TYP. CONCRETE BLOCK: ASTM C90, TYPE II, f'im = 1500 PSI MASONRY MORTAR: ASTM C270, TYPE "S" j w n REINFORCMENT: ASTM A615, GRADE 60 LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE SBC, '� ' '� ;•' � � j SIMPSON CS16 ACROSS T = , .. .• 4� ►�,+ , HEADER & BENT OVER SUDS: SPRUCE, PINE FUR, MC19, N0. 2 •• •. � ALL OTHERS: SOUTHERN YELLOW PINE, M C19, N0. 2 WT • ' 4� TOP PLATE. EXTERIOR SHEAR WALL SHEATHING: ALL EXTERIOR WALLS ARE SHEAR WALLS. ' r 112 1)0 THREADED 7/15 THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PANELS. ROD SYSTEM USE 3/4" THICK "APA" APPROVED T&G GLUED STRUD-I-FLOOR. EXTERIOR SHEATHING FASTENING: LAT ENING OPEN G 2x FLAT PLATE TYP, FOR WALL, FLOOR & ROOF:. FASTEN 7/16 THICK SHEATHING 8d @ 6 THREE (3) KING STUDS ON CENTERS OF SUPPORTED EDGES ( IN THE SEAMS ) AND @ 12" STUD WALL ON INTERMEDIATE SUPPORTS ( IN THE FIELD ). REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND ALONG DOUBLE CAP PLATE. o SILL PLATE TWO (2) JACK STUDS (TYP. ) FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSON" OR ENGINEER APPROVED EQUAL. o0 THREADED RODS: ASTM A-307, a WASHERS: ASTM F 436, TOP OF SECOND FLOOR NUTS: ASTM A 563, GRADE "A" HEX. EPDXY: SIMPSON STRONG-TIE CO., PRODUCT: "SET" ADHESIVE. � Q SEE SHEET S2 FOR EMBED 12 , SEE DETAIL A/S- 4 SIMPSON RSP4 STUD TIE. TOP & BOTT. TYP. cn W _ c N N N "t N N N (DSECOND FLOOR DBL Q Z � OPENING DETAIL 1 CMU U-BLOCK FULLY SECTION b w SLIDING DOORS A GROUTED w/ 1 -#5 CONT. 2x8 JOISTS @ 16 c/c w/ ., NOT TO SCALE SLIDING DOOR T DECK S4 LI s4 »,� ,� DBL 2x8 BEAMS, ATTACH w/ C� _ ( LI DI S ONTO ) NOT TO SCALE P.T. 2x8 LEDGER w/ \ x 6 I-- C� SIMPSON LUS28 EA. END TYP. � AB w/ 3" HK @ 16" c/c LTJ W YP 2 POST w [" P.T. T&G FLOOR CMU HEADER BLOCK FULLY 2x8 JOISTS @ 16 c/c w/ 4x4 P.T, S # FSHEATHING NAILED GROUTED w/ 1 —#5 CONT. 2x8 JOISTS @> 16 c/c w/ DBL 2x8 BEAMS. ATTACH w/ SIMPSON ABU44 BASE w/ . >> DBL 2x8 BEAMS. ATTACH w SIMPSON 8 EA. END TYP. _ "N .� & GLUEDP.T. 2x8 LEDGER w/ \ N x 6 / LUS28 2 \ BOLTS & 12 16d NAILS. z AB w/ 3" HK @ 16" c/c SIMPSON LUS28 EA. END TYP. EXTEND BOLTS THRU BEAM. GRADE GRADE Q P.T. T&G FLOOR ��- P.T . T&G FLOOR SHEATHING NAILED \ N x 6 ANCHOR Q J SHEATHING NAILED & GLUED BOLT w/ 3" HK. • & GLUED z CD 8 CMU WALL C3-) 6 MIL VAPOR GRADE 4JANz _ - QD w/ 1 --#5 VERT < a BARRIER 8 x 16 CMU PIER — — — cn w 1-#5 VERT FULLY iII I1 FULLY GROUTED / # 3--#5 CONT. SEE PLAN � 4" CONC SLAB GROUTED EA. CELL TYP. 2,_Q„ z �Isz w/ REINF. o o CMU STEMWALIL - Q W r w/ 1 -#5 VERT a FULLY GROUTED 4 CMU WALL ON FOOTING W DECK SEE PLAN 3-#5 CONT, EA. WAY i l l l l i S 4 NOT TO SCALE 2 --0 2 #5 SHEET 2'-6" SQ. MIN. 2 CMU STEMWALL ON FOOTING WZ DECK CMU PIER & FOOTI N G 3 FrG� ENERAL NOTLS & DES GN CR TER A S4 NOT TO SCALE NOT TO SCALE S4 23 ) -231q � rrjnotE �d rn 1f t 1t 2 N OR x 1 /8 � a Lu 0 � (2) 2x CONT. WOOD PLATE THICK WASHER & NUT ~ (} N I to Q U 000 N i Q N 2x STUB WOOD STUDS @ 16"ocWALLLd � � 0 STUDS j cn U LLJLd x O � ] i WAIL STUDS w PLATE HEIGHT N z Q SIZE SPECIES SPACING X11 z 112 0 COUPLER HEADER SEE SCHED. DBL. 2x SYP #2 CONNECTOR REQ'D EA. TRUSS 8' & UNBER 2 x 4 SPF #2 16" c/c Of TOP PLATEz N UP TO 9 2 x 6 SPF #2 16,i c/c LS cN, Cd co 112"� THREADED ROD UP To 10 2 x 6 SPF #2 16" c/c � � �; UP TO 12' 2 x 6 SPF #2 16" c/c ' 112 N TIE ROD SYSTEM ' 5' UP tvl/AL UP TO 1 2 x 6 SYP #2 16 c/c f� R 2x SPE2 � � a STUD WALL L W/ 2 OR „ U P TO 16' 2 x 8 SPF #2 16 c/c �- STUDS 0P NG x 1 /8 WASHER & @ 16 c/c UP TO 18' 2 x 8 SYP #2 12" c/c WOOD PLATE N U T. TYP. . - UP TO 20' 2 x 8 SYP #2 12" c/c •�•`'�� -' NOTES: SPE #2 — SPRUCE—PINE--FUR #2 ; TOP OF FLOOR THIRD FLOOR SYP #2 = SOUTHERN YELLOW PINE #2 JACK STUDS, SEE MULTIPLE KING STUDS SEE SHEET S2 Z"N COUPLER HEADER SCHEDULE SEE HEADER SCHEDULE FOR EMBED 2x SYP #2 SILL PLATE o i coo CD DBL. 2x SYP #2 2" � OR " WASHER i TYPHEADER A TOP PLATE NUT. @ PLATE (TYP. ) HEADER SCHEDULE NOT TO SCALE 53 "Ill) COUPLER 2x SPF #2 2 TYP. TRUSS TO TOP STUDS UPPER FLOOR MIDDLE FLOOR PLATE ANCHORS � SECOND FLOOR OF THREE STO Y OF THREE STO Y OMITTED FOR CLARITY @ 16" c/c (# OF JACKS) (# OF JACKS r OPENING SPAN w o HEADER SEE IN FEET (# OF KINGS) SCHEDULE a 2x SYP #2 SILL PLATE z P. T. 2x8 SYP 2 2" rj OR x 8" WASHER 0 # [-- TOP PLATE & NUT. @ PLATE (TYP. ) 0'- 0" TO 4-'- 0" (2) 2x4 (2) 2x4 Q (2 KINGS) (1 JACK) (1 JACK) � m SEE SHEET S2 W� SLIDE ROD THRU �- P HEADER, USE NUT FIRST FLOOR 4'- 0" TO C- 0" (2) 2x6 (2) 2x8 z (2 KINGS) (1 JACK) (1 JACK) 8c PLATE WASHERTWO STORY TIE ROD IN (COUNTERSINK AS QLd REQUIRED) z -EXTERIOR WALL DETAIL. C6 - 0 TO 8• - 0 (2) 2x8 (2) 2x10 Q 53 (3 KINGS) (2 JACKS) (2JACKS) � (7)THREADED ROD NOT TO SCALE Q � ASSEMBLY CONT. Q N TO FOUNDATION u� 8'- 0" TO 9 '-- 0" (2) 2x10 (2) 2x12 o (3 KINGS) (2 JACKS) (2 JACKS) z LLJ HEADER SEE o ��q\\j SCHEDULE � 9'- 0" TO 1l0'--- 0" (2) 2x12 SEE PLAN 3 KINGS 2 JACKS) SHEET TYPICAL OFFSET W� NDDW ( TWO STORY r13 53HEADERDETAILS NOT TO SCALE 37713792b( _rn a cD N cn N co 1 /2 N THREADED ROD 1 /2 THREADED ROD 5 � 0 STUD WALL STUD WALL Q N N w Moo" z Wm � (<y con f, ff w � �¢ o SILL P 2 � OR x 1 /8 SILL PLATE 2" N OR x 1 8" w ' ~ `` a / QZ THICK WASHER 8c NUT THICK WASHER 8c NUT No CUT DBL 2x10 CONT, CUT DBL 2x10 CONT. z Lu TOP & BOT, TYP. & BOT. TYP. TOP PREFABRICATED WOOD CUT DBL 2x10 BLOCKING CUT DBL 2x10 BLOCKING PREFABRICATED WOOD ED TOP & BOT. TYP, FLOOR TRUSSES FLOOR TRUSSES TYP. mN TOP BOT. TYP. `� N °° _ 7- N , J —zz. EIA '00, Q � N � N �, 2 N OR x 1 /8 �, 2ff OR x 1 8" o P. T. 2x8 CONT. PLATE N q,: : P. T. 2x8 CONT. PLATE / C, S.,,.,, -- THICK WASHER & NUT THICK WASHER 8c NUT : . DBL STD. BOND BEAM: DBL STD. BOND BEAM DRILL 5/8 HOLE, CLEAN , 8c _ DRILL 5/8"N HOLE, CLEAN , „� w/ 17 CONT w/ FILL w EPDXY & 112 � / 1 —#7CONTw/ ,• ��� / / CORNER BARS TO MATCH FILL w/ EPDXY � 1 /2 THREADED ROD CORNER BARS TO MATCH ••P�'� _:= THREADED ROD TIE ROD EXTERIOR 2ND FLOOR- TIE. ROD (51' E 2 NOT TO SCALE 9) S2 N NOT TO SCALE CD WHERE TIE ROD SPACING > 61 -- 0" 1 uj oe CD 00 i w Q 1 /2 OCOUPLER a WALL OPENING w c a STUD WALL 112"0 THREADED ROD z C _ BUTT JOINT f-- w w w m SILL PLATE 2 /" ROUND OR SQUARE x 1 8" �-- 6 6„� THICK WASHER & NUT 127 MI . MINS. w I J _— I I — 1 Q � 00 U 2” ROUND OR SQUARE x 1 /8" Q THICK WASHER & NUT m PREFABRICATED < a WOOD FLOOR TRUSSES Q "' cry z z LL, m P. T. 2x8 CONT PLATE u u u 1 a oe � EQUAL ON CMU BOND BEAM _ EQUAL Q SHEEI DRILL 5/8 HOLE,HOLE, CLEAN, & FILL w/ EPDXY & 1 /2 THREADED ROD w/ 2" N OR X "' THICK WASHER 8NUT TYPICAL. TYPICALTE ROD ELEVATION- TIE ROD ANCHORAGE 8c CMU REINF .(' 13 NOT TO SCALE S2 S 2 23TH3� q- � M U" CMU HEADER BLOCK CONC. FILLED CELL W/ 1—#5 BAR CONTINUOUS FROM FOOTING INTO ��+ Na BEAM W/ MIN. LAPS OF 25" SAME ON SIDES OF WALL OPENINGS 4 6'-0" FOOTING BELOW w/ 1 — #5 � ' FULLY GROUTED w 1 -- 5 CONT. USE (1 ) #5 ON EACH OF TWO CELLS EACH SIDE OF WALL OPENINGSIIIIIII LF _j co / '� LARGER THAN 6'-0" WIDE. " � 4 CONC SLAB CORNER BAR w/ 24 LEGS * . <0 Q U 00 N w/ FIBERMESH REINF. w � 8" CMU STEMWALL n a = rn `. �° _ v4- e a a r U J 7C O J 4. W/ 1 --- #5 VERT o FULLY GROUTED 3— #15 FULLY GROUTED No J a @ E.A. CORNER Z FILLED CELL `i w GRADE I -I I- 8" CLOSED -t D END CMU BLOCKN U REINF. W/ 9GA TRUSS w TYPE DUR—O—WALL 4 MCMU STEMWALL CORNER N � �D REINFORCING @ a B Lu cn N S 6 MIL VAPOR BARRIER d . 4 Q � 'D Q NOT TO SCALE Si w N ^ #3 @ 24 TRANSV. �- J w a t, 14 PROVIDE �- CONC. FILLED CELL W/ ul o PREFABRICATED ` .. 1—#50 BAR CONT. FROM ` • h •, CD CORNER HORIZ. FOOTING TO TOP OF • A • WALL W MIN. OF 25" LAP » • � p0 REINF. @ALL / 8 CMU HEADER BLOCK • CORNERS f� • 4: �, i FULLY GROUTED w 1 — #5 CONT. >> " gay 3- #5 CONT. CONC SLAB . .. , _ ,— TYP. EXT, WALL INTERSECTION W FIBERMESH REINF, 2 0 / .. DRIVEWAY - N CMU STEM WALL ON FOOTING1 . 411 0 N » SiFILLED CELLA 8" CMU STEM WALL 1 ai NOT TO SCALE (LESS THAN 4 - 0 IN HEIGHT) IIII- � DETAIL 51 w/ 1 — #5 VERT @ 48 c/c a NOT TO SCALE FULLY GROUTED � 4" CONC SLABP SAW 6 MIL VAPOR BARRIER 1 /8 WIDE X 1 1 /4 DEE Ll-j w/ FIBERMESH REINF, CUT WITH A WET BLADE SAME 3 @ 24" TRANSV. Q 4 CONC. SLAB DAY ON EARLY POUR OR o FIRST THING NEXT MORNING Q o _ ON LATE POUR. • _ ❑ _ o � II,;II � Q ❑ n o --�y-� df 3 I ' ' W ❑ . A Q4 I L- 1J 0 0 ~III=1 I II =1 I I=1 I I � 2'— 0" 1-11 I=1 I I=I I ' �� 1-,�-I � —1 -��I- � O a 2— #5 CONT. �—� -I�II � IJ- 1 '- 4" 6 MIL VAPOR I BARRIER CONTROL JOINT DETAIL. (�C� (-_5 Q U S1 S1 w NOT TO SCALE NOT TO SCALE (@ GARAGE DOOR) m INTERIOR WALL FOOTING- w S1 8" 8" 4" CONC SLAB U NOT TO SCALE 5/8 N THREADED ROD loe,f /w FIBERMESH REINF. � G_ SIMPSON ABU44 DRILL 3/4 N HOLE, < 44 POST 4" CONC SLAB w/ 2-- 1 /2 BOLTS & o CLEAN & FILL w/ EPDXY.+— o N �--- LiJ SEE D/S1 12- 16d NAILS IN POST o ®� MIN . 6" EMBED � � � w/ FIBERMESH REINF. ❑ o o p d- ® Q Q o v o d 8" MINIMUM 00 0 'S— . - . . SIDECOVER -• : .. ..• .. ••• 1 , p Q Q a . • o. Q .. . o - o ❑ o � USE SIMPSON ABU88 -1 I ISI I I�� � Q �" _ 18- 16d NAILS IN POST —� = cn A r r 2-�- #5 CONT. - - � Qti � - Q :��'= FOR 12x12 TIMBER POST » 6 MIL VAPOR o : . :. oo n, 4b: ojq� 1 4 �- -==4tia -- 4- ( NOTCH BASE OF TIMBER BARRIER b-I� M • qo 3— #5 EA. 11 i=l I ISI11-1 ' a � POST FOR CONNECTOR a WAY BOT. �I -I�I_ � 2'- 6" 6 MIL VAPOR 4 oe BARRIERWOODO TS D 0 00TNG S SHEET NOT TO SCALE S1 NOT TO SCALE (TYP. @ GARAGE) S1 THICKENED FOOTING D 3 NOT TO SCALE S1 MAINTAIN A MINIMUM 3" COVER FOR ALL FOOTING REINF. FOUNDATON DETAILS Z-3T) - Z3-1 _ InQI_c �c-/ ELECTRICAL E DUPLEX OUTLET ------------ 220 VOLT OUTLET 220V FLOOR OUTLET pp DUPLEX GFI GFI DUPLEX WTRPROOF @40" AFF GWP OUTLET @ MANTEL SURFACE - QM BD 4 WALL SWITCH4- > CEILING FAN SWITCHTV VT DIMMER SWITCH $F D 3 BD 3 WAY SWITCH TV G I ❑ F ❑ VT 3 LOWER OUTLET SWITCH $ F L WALL BRACKET LIGHT I HAL 3 3 ALL F,Tr DISPOSAL SWITCH DISP S O RECESSED DOWN LIGHT RECESSED DOWN LIGHT W/ LENS WP A Z UNDER COUNTER LOW VOLTAGE I--j I I LT- zzr SURFACE MTD @ CLNG TELEPHONE OUTLET CABLE TV OUTLET <TV WALL SCONCE DIRECTIONAL DOWN LIGHT CEILING FAN W/ LIGHT PENDANT LIGHT � � ❑ OPEN BELOW OPEN 0 ELOW GARAGE DOOR OPENER GD FLUORESCENT LIGHT 2X4 EXHAUST FAN SMOKE DETECTOR OVER MIRROR LIGHT IN POST LIGHTrm El WEST TOWNHOUSE EAST TOWNHOUSE 540 gsf - conditioned area 540 gsf - conditioned area s THIRD FLOOR PLAN JAMES W DUPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' THIRD FLOOR ELECTRICAL PLANS AR-00110382 904---247- 7072 1 N A T L A N T I C B E A C H 06.22.02 23 ' J- 23] q k ELECTRICAL LEGEND DUPLEX OUTLET 220 VOLT OUTLET zzov 10601 O FLOOR OUTLET Q �D Lsl?� ) 1 _ 0-aA ADN c�- DUPLEX GFI T 2 O O O B I3 2 GFI KITC N I K CHEN DUPLEX WTRPROOF @40" AFF GIP OUTLET @ MANTEL SURFACE M a WALL SWITCH CEILING FAN SWITCH $F BD GFI GF-I w 2 DIMMER SWITCH 2 v ° I D W I zo 3 WAY SWITCH 3 LOWER OUTLET SWITCH I I WALL BRACKET LIGHT I-® F L < DISPOSAL SWITCH 3 — DISP RECESSED DOWN LIGHT "' s sO .` RECESSED DOWN LIGHT W/ LENS A P UNDER COUNTER LOW VOLTAGE ® o a SURFACE MTD @ CLNG " TELEPHONE OUTLET 00. CABLE TV OUTLET <TV D I N G WALL SCONCE DIRECTIONAL DOWN LIGHT CEILING FAN W/ LIGHT PENDANT LIGHT GARAGE DOOR OPENER GD FLUORESCENT LIGHT 2X4 LIVING LIVING EXHAUST FAN SMOKE DETECTOR OVER MIRROR LIGHT TV 6 TV nLzml IN POST LIGHT4 &M M'" 07q ❑ =01 ❑ ❑ Li Li WEST TOWNHOUSE EAST TOWNHOUSE 1092 gsf - conditioned area 1092 gsf - conditioned area s SECOND FLOOR PLAN JAMES" W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES O 4' 6 ' SECOND FLOOR ELECTRICAL PLANS 14 AR-00110382 904-247-- 7072 1 N A T L A N T I C B E A C H 06.22.02 .r Al 1• 237-1 -231] q !. FLECTRICAL l DUPLEX OUTLET 220 VOLT OUTLET �z2ov 22ov — -__ E zzov FLOOR OUTLET I BA t7H 1 0 -- T" �- T 1 DUPLEX GFI 4) L - -- PLAY AREA GFI 0,71 DUPLEX WTRPROOF L R - A Y ®40" AFF GWP OUTLET @ MANTEL SURFACE - QQ M BD o o WALL SWITCH CEILING FAN SWITCH F - - �F - DIMMER SWITCH $D 3 WAY SWITCH s LOWER OUTLET SWITCH $L O O WALL BRACKET LIGHT qpv HALL HALL DISPOSAL SWITCH w DISP W RECESSED DOWN LIGHT - A w S, z RECESSED DOWN LIGHT W/ LENS G WP UNDER COUNTER LOW VOLTAGE SURFACE MTD 0) CLNG OPT TELEPHONE OUTLET CABLE TV OUTLET bTv LANDS APE � LANDSCAPE LIG TING LIGHTING WALL SCONCE I DOWN LIGHT ODIRECTIONAL ® RA R CEILING FAN W/ LIGHT PENDANT LIGHT ORCH Q GARDEN PORC GARAGE DOOR OPENER GD GD O G I FLUORESCENT LIGHT 2X4 EXHAUST FAN SMOKE DETECTOR O G P GWF GWP GW OVER MIRROR LIGHT IN POST LIGHT ELECTRICAL PANEL REMOTE D REMOTE a a REMOTE REMOTE WEST TOWNHOUSE EAST TOWNHOUSE 6 562 gsf -- conditioned area 562 gsf — conditioned area 517gsf — garage area 517gsf — garage area FIRST FLOOR PLAN JAMES W DUPREE ..ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' FIRST FLOOR ELECTRICAL PLANS 13 AR-00110382 944-247-- 7972 1 N A T L A N T I C 8 E A C H 06.22.02 i �,� .SYS„"�•°'..,,���t N, 4 P.0 _�.. c O O I i CN N G RIDIGE ROOF VENT TO ATTIC RIDGE ROOF VENT TO ATTIC Crl FL 4. 5/ 12 4 . 5/ 12 CNN CHIMNEY CHIMNEY WEST TOWNHOUSE EASE' TOWNHOUSE JAMES W D UPREE ARCHITECT 0 4 � 8 " ROOF- PLANSV�1� �'L�' V�' TOWNHOUSES12 AR-00 > >0382 904-247- 7072 1 N A 1 L A N T I C B E A C H 06.22.02 It kA ;� , 2x SYP #2 OUTRIGGERS ® 24" c/c TYP. 2x SYP #2 OUTRIGGERS 0 24" c/c TYP 1 1 Sfi _ -- - — 0 0 PREFABRICATED WOOD R OF TRU SES ® 4" c/c PREF BRICATE WOOD ROOF T USSES c 24" c RIDE RI GE 1 1 1 L 1 S5 5 • ROOF EAM R OF BEffij OOF BE M R00 BEAM • 1• r • • a 2x4 SYP#25 5 2x4 5)P#2 • BR KING 0 BRACIN 3 @ 48" c/c TYP S6 6 8" c/c TYP, • • W 1 1 m W 4 4 n o CD L 3 3 S6 6 6X6 5YP#2 POST m tX6 SY #2 POT • • 6 SYP2 POST Op 6X6 SYP#2 POST SEE DET. 6/S6 SEE ET. 1/5 t AND /S4 SEE ET, 1/E4 AND /S4 SEE DET. 6/S6 16" WD rJl RAF RS 0 24- 0/C 16" 1 VD TJI R kFTERS 24" 0 C 3 1 3 1 4 SIM. 6 S6 SI 4 • • I¢ w C) as 1• ClFT I I • R F BEAN OOF B M 0 2 4 4 2 56 SCAB ON 2x SYP#2 OUTRIGGERS TO S6 fi SCAB ON 2x SYP#2 OUTRIGGERS TO 6 SIDE OF TJI RAFTERS ® SOUTH ELEV. TYP. SIDE OF TJI RAFTERS 0 SOUTH ELEV. TYP. ROOF FRAMING NOTES: 1. REFER TO GENERAL. NOTES & DESIGN CRITERIA ON SHEET "S4" 2. ROOF BEAM = 2) 2x12 SYP#2 vw/ \" PLYWOOD FASTEN w� 8d NAILS @ 8" c/c TOP & BOT. USE (2) SIMPSON HTS20 EA,�. END. TYP, U,O,N, 3. • = \"M TIE ROD WEST TOWNHOUSE EAST TOWNHOUSE JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 8 ' ROOF FRAMING PLANS 9 � I AR-00 > >038.2 904-247- 7072 1 N A T L A N T I C B E A C H 06.22.02 Y . f if � O • .. s 'Y'r i'ii�.wy•' • [ • • FF • 194" 194" 19 19 19 " 19L" PREFAE RICATEp 16" WOO D FLOOR TRUSSE ®2 " c/c U O.N. PRE ABRICAT D 1 " WOOD LOOR T USSES 00 24" C11 U.O.N. >< ROOF BELOW a • • OOD B AM LOOR 8--AM "3" FLOOR BEAM "Y WOOD BEA • • 71,cs) 4X4 SYP#2 WD POST 4X4 SYP#2 WD POST LO o� WOOD BEAM WOOD BEAM w m m 0° C) 1 1 0 6X6 SYP#2 POST WOOD BEAM 4X6 SYP#2 POST #2 POST WOOD BEAM 6X6 SYP#2 POST 4X6 SYP ��" SEE DET. 6/S6 SEE DET. 1/S4 AND A/S4 SEE DET, 1/S4 AND A/S4 SEE DET. 6/S6 OPEN TO BELOW OPEN TO BELOW ¢ • + w S4 4 0 C) a C) WOOD BEAM WOOD BEAM 6X6 SYP#2 POST • • • • • • • • • s •- • • • • warm — THIRD 6X6 SYP#2 POST FLOOR FRAMING NOTES: 1. REFER TO GENERAL. NOTES & DESIGN CRITERIA CHIMNEY FRAMING: CHIMNEY FRAMING: ON SHEET "S4" 2x6 SYP#2 STUDS ® 16" c/c w/ 2x6 SYP#2 STUDS ® 16" c/c W/ 2. WOOD BEAM = (2) 2x12 SYP#2 ( P.T. IF EXT. ) SIMPSON RSP4 ® 32" c/c TOP & SIMPSON RSP4 0 32" c/c TOP & USE SIMPSON HUSC,'212-2 EACH END BOT. USE \"N LAG BOLTS THRU BOT. USE V- LAG BOLTS THRU FLOOR SHEATHING & SILL PLATE FLOOR SHEATHING & SILL PLATE 3. FLOOR BEAM "3"= GP—LIAM 2.0E 1[°x14", 2—PLY INTO 2x BLOCKING BETWEEN INTO 2x BLOCKING BETWEEN USE (2T-SIMPSON MITS12 EA. END. TYP. U,O.N. FLOOR MEMBERS, FLOOR MEMBERS. 4. • - \"� TIE ROD VEST TOWNHOUSE EAST TOWNHOUSE wit JAMES W DUPREE ARCHITECT VAN CLEVE TOWNHOUSES O 4' 8 ' THIRD FLOOR FRAMING PLANS / 0 AR-00 > 10382 904-247--- 7072 I N A T L A N T I C B E A C H 06.22.02 y�•• U up ;-OV -2379 .�-�� ►y-� , 19'--0" 1 6 8y211 5'-7„ s,-8y2,. 1 Q2 lo 2 NAIL END TRUSS TO TOWNHOUSE WALL w/ 2 I� (2) 10d NAILS IN TOP & BOT. CHORDS & WEBS " ' 3 194" 194" 194" 174"174" 194" 191" 194" -0 ® EA. WALL STUD. -0BRICATp 16" WOOD FLOR TR EA. END. PR FABRICATED 16" WOOD FLOOR T USSES 24" c 2 RUS ES @ 24' c/c U. .N. I 4K4 SYP PT D POST 0 SEE 6 ( YP) ROOF EAM 4X4 SYP PT W OST 1 (TYP) (TYP) SIMA. 56 I 2 2X8 LR FRAM NG 016' C/ BE WEEN H LAGERS S2 C NNE TING V S IBU 15/1 00 L PE 2 FABRI ATED W OD R00 TRU 5 ®24" /c 12X12 TIMBER POST 12X12 TIMBER POST NOTCH FACE @ FLO BEAM "2" FLOOR BEAM " F OOR BEM "2" FL OR BEA "2" NOTCH FACE C� BEAM TYP. - - -- - I `5/1 00 �� BEAM TYP. X1 SUB RA IN ® ST IR cv X1 S B RA INJ ® STAIR w " - - –L LJ 6'—6 6'_0 Y U U w 2X10 PT SYP LEDGER w/ 4X4 SYPJ2 WD POST 4X4 SYP#2 WD POST © 2X10 PT SYP LEDGER w/ }"ry x 6" AB w/ 3" HK 16" DP GIRDER TRUSS 16" DP GIRDER TRUSS }"� x 6" AB w/ 3" HK w� NUT & WASHER ® 16" c/ 8" WIDE SLOPING CONC. / NUT & WASHER CSD 16" c c 5 AGGARD TYP. a BEAM w/ 2-#4 TOP & STAGGARD TYP. BOT. SEE ELEVATIONS a U V U 12X12 TIMBER POST 12X12 TIMBER POST civ � • NOTCH FACE NOTCH FACE C� � BEAM TYP. SEE 7 BEAM TYP. SEE 7/S-6 uj 1 1 /S-6 2 in _ CL 2 O m O O a p = 0 O .- O T w O O Z w � w O w Y w 6 � q � -- O LCA CL '� u_ Q Q (p I— � w m d DO '� aQ-amp co co a. O OW to W X a_ � w ~ W x U p P.T. 2x10 RIM CONT. n �cxv� `� u N P.T. 2x10 RIM CONT. w w CL 16" DP GIRDER TRUSS 16" OP GIRDER TRUSS o 12X12 TIMBER POST 12X12 TIMBER POST NOTCH FACE @ NOTCH FACE @ BEAM TYP. DBL 2x8 DBL 2x8 BEAM TYP. � o N N SECOND FLOOR FRAMING NOTES: 1. REFER TO GENERAL NOTES,& DESIGN CRITERIA ON SHEET "S4" 5'-10" 16" RIM BOARD CONT. 16" RIM BOARD CONT. _ 5'-l0" 2. DOOR F._ AA M 7' = GP-LAM 2.0E 1--3/4'X16" 2 PLY USE SIMPSON HTS20) @ EA END 2x BLOCKING UNDER 2x BLOCKING UNDER FLOOR SHEATHING TYP. FLOOR SHEATHING TYP. 3. DECK BEAM = (2) P'.T. 2x12. FASTEN w/ 8d NAILS ® 8" c/c TOP & BOT. ATTACCH TO POST w/ (2) \"N BOLTS. STAGGAR LAP JOINT' IN 2x12 MIN OF 48", :::-::::. = CONVENTIONAL OVERFRAMING 4, ROOF BEAM = P.TT. (2) 2x12 SYP#2 w/ �" P.T. -_-- --_- USE MIN. 2x6 MEMBERS w/ SIMP50N 'A35' FRAMING PLYWOOD FASTEN w/ 8d NAILS 0 8 c/c "' ----- ANCHORS EA. END. U.O.N. ---------- EA. SIDE TOP' & BOT STAGGARD TYP. WEST TOWNHOUSE VESTIBULE EAST TOWNHOUSE r r1 � . r l • 1 J JAMES W DUPREE ARCHITECT VAN CLEVE TOWNHOUSE'S 0 4 ' 8 ' SECOND FLOOR FRAMING PLANS AR-00 »0382 994-247 -- 7072 I N A T L A N T I C 9 E A C H 06.22.02 31[1 _23L � �� • c 4X4 SYP PT WD POST SET INTO MTL CONNECTOR SET INTO 12"DIAM X 36" DEEP SONO—TUBE FORMED CONCRETE FOOTING SEE S 0" 32'-0" 19'— 32'-0" 1 3 a/4" 1 13/4„ 5'-7" 2'_ 1 13/4„ 3'4X4„ 1 51loJi S1 — © — 4X4 SYP PT WD POST SET INTO MT CONNECTOR SET INTO 8"X16" 4X4 SYP PT WD POST in CMU PIER 0 ER 30" Q SET INTO MTL CONNECTOR I SET INTO 8"X1fi" CMU CONCRETE FOOTING PIER OVER EXPANDED SEE CONCRETE FOOTING I S1 L3 1 , 1 , 4" 10" U I THICKENED SLAB, N THICKENED SLAB, FIN. FLOORjh FIN. FLOOR 2 SEE STRUCTURAL DETAILS 2 O 2 SEE STRUCTURAL DETAILS 2 ELEV. = 10.0 S1 S4 �.� I S4 S1 ELEV, = 10.0 I � 1 116-C.J. J 4- Fm �, CONNECTING ESTIBULE FF Ne- 4 4 _ FIN. FLOOR S4 S4 I _ FIN. FLOOR PA ELEV. = 9.5 , „ L S1 ELEV. = 9.5 4 S1 6 6 —0 4 0 I S1 S1 I 0 - 0 � C.J. C.J. FIN. FLOOR 4X4 SYP WD POST 4X4 SYP WD POST FIN. FLOOR ELEV. = 9.0 16"HIGH OPENINGS ® CMU WALL JUST ABOVE FOpTI G ELEV. = 9.0 TO ALLOW PASSAGE OF FABRIC WRAPPED SLOPE= 1" PERFORATED DRAIN PIPE SET IN GRAVEL BED SLOPE= 1" ALLOWING DRAINAGE FROM FRONT COURT —� UNDER CONNECTOR TO REAR SWALE U CU C.J. C.J. C.J. C.J. 1 1 S1 DENOTES GROUT FILLED CELL S1 4" CONCRETE SLAB ( 000 PSI) 4" CONC ETE SLAB (3000 P51) SIM. SIM. w/RElNFORCINO,OVERFERMITE MIL. W/ (1) #5 BAR VERT, w/REI FORCING,OVER 6 MIL. VAPOR BARRIER, ON SEE DETAIL A/S1 VAPOR BARRIER, ON TERMITE TREATED, CLEAN, COMPACTED FILL TREATED, CL AN, COMPACTED FILL (TYPICAL) (TYPICAL) C.J. C.J. 1 1 now 77� 51 S1 2'--6" 11 2'--6" 1 5 5 1 51 S1 S1 S1 6,-6„ 6, 0„ 6,W6„ 32'--0" 32'-0" FOUNDATION NOTES: 1. REFER TO GENERAL NOTES & DESIGN �RITERIA ON SHEET "S4" 2. TOP OF SLAB REFERENCIE ELEVATION — 10'--0" 3. TOP OF FOOTING REFERENCE ELEVATI0 = 6'-8" 4. C.J. = CONTROL, JOINT. SEE DETAIL /S1, WEST TOWNHOUSE VESTIBULE EAST TOWNHOUSE ,1 A - Ill ,1 r '� fit JAMES W DUPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' FOUNDATION PLANS AR--00 7 0382 904-247- 7072 06.22.02 N A T L A N T I C B E A C H .. f 2-3L 2'-0- 12 CLASS A RATED FIBERGLASS SHINGLES �4.5 OVER 30 LB FELT 1/2" PLYWOOD ROOF SHEATHING FASTEN w/ 8d COMMON WIRE NAILS PREFAB WD TRUSSES @ 24" 0/C ® 6" OC EDGE AND FIELD. DECREASE PREFAB WD TRUSSES 0 24" 0/C SEE STRUCTURAL FOR DETAILS TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF. SEE STRUCTURAL FOR DETAILS STRUCTURAL DETAILS METAL SAVE DRIP 1X2 OVER 1X6 OVER 2X4 WD FASCIA NAILED TO 2X4 OUTLOOKERS NAILED TO R-30 INSULATION BEARING � WD BLOCKING 0 TJI ENDS _ ELEV. = 36'-11"± pL R-30 INSULATION HURRICANE STRAP PER 5 TYPE "X"GYPSUM-BOARD CEILING 5/8" GYPSUM-BOARD CEILING CONNECT OR SCHEDULE SEE IFT �b (TYP.,) VINYL SOFFIT W/ INTEGRAL 4" VENT PRICE HARDI--BOARD CEMENTITIOUS SOFFIT W/ 4" CONT EAVE VENT W/INSECT SCREEN DOUBLE 2x6 TOP PLATE ® WALL AS ALTERNATE R-30 INSULATION DOUBLE 2X4 TOP PLATE 2X4 OVER 1X12 TRIM BAND WITH SOLID WEDGE INFILL ALL TRIM =PT WD OR HARDI-TRIM PTD BATT INSULATION TYPICAL AT _�_ 5/8" TYPE"X" GYPSUM-BOARD CEILING F ALL EXTERIOR WALLS AND BETWEEN FLOORS 0 0 2•-0in I 5/8" TYPE"X"GYPSUM-BOARD OVER 2X4 WD STUDS 0 16" 0/C 12 W/ R-19 BATT INSULATION INFILL 0 C A55 A RATED FIB RGLASS SHINGLES 4.55/8"TYPE"X" GYPSUJM-BOARD OVER 30 LB FELT (TYP.) 1/2" PLYWOOD ROOF SHEATHING FASTEN w/8d COMMON WIRE NAILS CSD 6" OC EDGE AND FIELD. DECREASE @ TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF. �pFSE STRUCTURAL DETAILS ,b, �>> 5/8"TYPE X" GYPSUM--BOARD WOOD BASEBOARD WOOD BiASEBOARD (TYP.) r` LEVEL THREE FINISH FLOOR METAL SAVE DRIP Y 16" WD FLR TRUSSES 0 24" O/C MAX � 16" WD FLR TRUSSES 0 24" O/C MAX ELEV. = 28'-11"± 1X2 OVER 1X6 OVER 2X4 WD FASCIA SEE STRUCTURAL DETAILS d SEE STRUCTURAL DETAILS NAILED TO 2X4 OUTLOOKERS NAILED TO 1 WD BLOCKING 0 TJI ENDS "MM BEARING 0 ELEV. = 27'-6 1/4"± R-30 INSULATIODN R-19 BATT INSULATION HURRICANE STRAP PER UPLIFT5/8" TYPE"X' GYPSUM-BOGARD CEILING TWO LAYERS OF 5/8" TYPE X BETWEEN FLOORS (TYP,) GYPSUM BOARD CONNECTOR SCHEDULE, SEE AT ALL FLOOR/CEILING ASSEMBLIES OR ALTERNATE MEANS OF ACHIEVIN VINYL SOFFIT W/ INTEGRAL 4" VENT DOUBLE 2x6 TDP PLATE ONE HOUR RATED FIRE SEPARATION DOUBLE 2x6 TOP' PLATE WITH SOLID WEDGE INFILL BETWEEN FLOORS (TYP.) (TYP.) PRICE HARDI-BOARD CEMENTITIOUS SOFFIT I \'- W/ 4" CONT EAVE VENT W/INSECT SCREEN ALL PENETRATIONS OF THIS ASSEMBLY -7/ MUST BE PROPERLY TREATED WITH AMPERS, WALL AS ALTERNATE COLLARS, OR SEALANTS PER THE STANDARD BUILDING CODE 2X4 OVER 1X12 TRIM BAND ALL TRIM =PT WD OR HARDI--TRIM PTD VINYL SHINGLE PANELS VINYL SHINGLE PANELS o Q o APPLIED OVER 15# LAPPED FELT OVER 1/2" PLYWOOD SHEATHING APPLIED OVER 15# LAPPED FELT OVER 1/2" PLYWOOD SHEATHINGI I 1 r OVER 2X6 WD STUDS © 16" 0/C OVER 2X6 WD STUDS @ 16" 0/C aD 5/8" TYPE"X"GYPSUM-BOARD OVER 00 (105/8°TYPE"X" GYPSUM-BOARD,---- SEE STRUCTURAL DETAILS 2X4 WD STUDS INSULATION INFILL (TYP,) SEE STRUCTURAL DETAILS W/ R-19 BATT PRICE HARDI-BOARD CEMENTITIOUS SHINGLE PANELS TO BE PAINTED PRICE HARD]-BOARD CEMEN71710US SHINGLE PANELS TO BE PAINTED AND PRESSURE TREATED CEDAR SHINGLES AS ALTERNATES AND PRESSURE TREATED CEDAR SHINGLES AS ALTERNATES 5/8"TYPE "X" GYPSUM-BOARZD 2X12 FLR FRAMING AT STAIR ZONE DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED (TYP.) TO STUDS THROUGH PLYWOOD AND THEN SEALED TO PLYWOOD WITH TO STUDS THROUGH PLYWOOD AND THEN SEALED TO PLYWOOD WITH BATT INSULATION BATT INSULATION TYPICAL AT �_ A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP TYPICAL ALL EXTERIOR WALLS3 AND BETWEEN FLO RS ALL EXTERIOR WALLS AND BETWEEN FLOORS FELTS THEN LAP OVER TOP OF BITUTHENE FELTS THEN LAP OVER TOP OF BITUTHENE2x6 P.T. SHOE w/ SEAL SILL _ TO PROVIDE CONTINUOUS VAPOR BARRIER TO PROVIDE CONTINUOUS VAPOR BARRIER 2x6 P.T, SHOE w/ SEAL SILL FOAM BETWEEN SHOE AND SLAB FOAM BETWEEN SHOE AND SLAB 3•_4y2•• ALUM FLASHING OVER TOP OF ALUM FLASHING OVER TOP OF CONT TRIM BAND - CONT TRIM BAND COMPOSED OF WD OR CEMENTITIOUS TRIM COMPOSED OF PT WD OR CEMENTITIOUS TRIM TO BE PAINTED WOOD BASEBOARD WOOD BASEBOARD WOOD BYASEBOARD FINISH FLOOR L TWO FINISH FLOOR Fd , ELEV. = 19'-6 1/4"± ELEV. = 19'-6 1/4"+ . 16" WD FLR TRUSSES CSP 24" 0/C MAX r� 16" WD FLR TRUSSES C� 24" 0/C MAX �N C1 16" WD FLR R SSSS 24G" p C MAX 16" WD FLR T U SES 0 24" 0/ AX r7 �j 5 E STRUCTURALL DE ALS -itEE STRUCTURAL D T ILS SEE STRUCTURAL DETAILS SEE STRUCTURAL DETAILS N m N 3/4" STUCCO W/ OYSTER SHELLS APPLIED TO BE R-19 BATT INSULATION R-19 BATT INSULATION 3/4" STUCCO W/ OYSTER SHELLS APPLIED TO BE SEALED WITH A PENETRATING SEALER TWO LA\YER5 OF 5/8" TYPE X BETWEEN FLOORS (TYP) TWO LAYERS OF 5/8" TYPE X BETWEEN FLOORS (TYP.) ' SEALED WITH A PENETRATING SEALER STUCCO TO BE APPLIED OVER ROLLED ON CONTINUOUS GYPSUW BOARD GYPSUM BOARD STUCCO TO BE APPLIED OVER ROLLED ON CONTINUOUS WATERPROOF MEMBRANE OVER 8" CMU WALL SEE 1/S2 AT ALL. FLOOR/CEILING ASSE MBLIES AT ALL FLOOR/CEILING ASSEMBLIES WATERPROOF MEMBRANE OVER 8' CMU WALL OR ALTTERNATE MEANS OF ACHIEVIN OR ALTERNATE MEANS OF ACHIEVING DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED ONE HCDUR RATED FIRE SEPARATION ONE HOUR RATED FIRE SEPARATION 70 PRESSURE TREATED BUCKS TO PRESSURE TREATED BUCKS BETWEEN FLOORS (TYP.) BETWEEN FLOORS (TYP.) AT INNER SURROUND OF MASONRY OPENINGS AT INNER SURROUND OF MASONRY OPENINGS ALL PENETRATIONS OF THIS ASSEMEI Y ALL PENETRATIONS OF THIS ASSEMBLY FLANGES ARE THEN SEALED TO ROLLED ON MEMBRANE WITH ARE THEN SEALED TO ROLLED ON MEMBRANE WITH MUST E3E PROPERLY TREATS WITH DAMPERS, MUST BE PROPERLY TREATED WITH DAMPERS, A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP COLLARZS, OR SEALANTS COLLARS, OR SEALANTS 70 PROVIDE CONTI TO PROVIDE CONTINUOUS VAPOR BARRIER PER 7H1E STANDARD BUILDIN NUOUS VAPOR BARRIER CODE PER THE STANDARD BUILDING CODE WINDOWS SHALL TI VINYL W/ CLEAR INSULATED GLASS WINDOWS SHALL BE VINYL W/ CLEAR INSULATED GLASS �� 5/8" TYPE "X"GYPSUM-BOARD EA SIDE OF 2X4 WD STUDS Com? 16" 0/C • : z 1 I o co co 1/2" GYP BD OVER RIGID INSULATION BETWEEN 1X PT FURZRING 1/2" GYP BD OVER a NAILED TO CMU RIGID INSULATION BETWEEEN 1X PT FURRING NAILED TO CMU 8" C.M.0 1ST FLOOR 4" (3000#) CONC. SLAB ON GRADE 4" (3000#) CONC. SLAB ON GFRADE SEE PLAN & DETAILS w/ WWM 6x6, OR "FIBER MESH ADDITIVE," w/ WWM 6x6, OR "FIBER MESH ADDITTIVE," SHEET 51 OVER 6 MIL. VAPOR BARRIER OVER 6 MIL. VAPOR BARPRIER CONT CONCRETE FOOTING 8" C.M.0 1ST FLOOR ON COMPACTED, TERMITE TREATED FILL ON COMPACTED, TERMITE TREATED FILL SEE PLAN & DETAILS SHEET S1 SEE PLAN & DETAILS 4" (3000#) CONC. SLAAB ON GRADE SHEET S1 LEVEL ONE FI FLOOR LEVEL ONE FIN. FLOOR w/ WWM 6x6, OR "FIBBER MESH ADDITIVE," ZL CONT CONCRETE FOOTING OVER 6 MIL. VAPOR FBARRIER z z X x z z z z X z z z ELEV. = 1 '-0" X X X x X x X X ELEV. = 10'-0" SEE PLAN & DETAILS SHEET S1 ON COMPACTED, TERMIITE TREATED FILL =__ - - - --11-111-111-111-111-111-111-111-111-11- - 1-111-111- F:--1 - - _- - 11=111=111111=111=111�I11=111=111=111=111=111=111=III=1 1=1 I1=1I 1=1 1=1I 1=1 11=1I 1=1 I1=1 11=1 11 1 I11=1 11=1I 1=1 I1=1I1=1 11= GARAGE FIN. FLOOR GARAGE FIN. FLOOR L=11=1 I=111=1 1= I1=1 =�f-11(,f11=1�- I--ll(—jl—IIlEuEmll-1II— =f J1=�=L-III,I 11=111=L=I I IhI =1 I=LL1=111=1 =I I-J-1 1=1 1=J�1=�=�=1 I-J1l=L 1=111=1 1= _J JI-III-III-III- =L=111 ELEV. = 9'-O" —x x X x Xc x z ELEV. = 9'-D"9FRNT 11-1 I I=1 I I-1111=1111-111=111=1111=1111=111=111-111=1111=1�I-I�1=1�1-I�1=1 I f=1� - - - - - - - - - - - _ = - 11=1I I FWH: 11=1 11=1 I1=1 11=1111 1=111=111=111=I I 1=1 I I-I I=Lu=L=1 I I=L�=1 I I:- I I=1 I hI I1=1 11=1 1 1=111=111111=1 I1=1 11=1 11=1 I I 1=1 I1=1I 1-11=1E1 I= sloPEs UP 2" I VIII=L=III=111=111_111=I II-, _ - L _ - _ L - 1 _III-1 I-1 I =1 I I-I I1=1�f1=L=1 I1=1 ISL-J1-111=1 I- -1 -I I 1=1 I- - -I 1=1 1=1 I- =1I 1=1 1=1 -I I 1=1 1= ITI I-III-I I1=1 I -I I=1 I I-I I1=1I J11=J 1=III=III=I I1=L=1 1=1 I 1=1 I1=1 11= =1 11= =1 I= 1= _ - 1J1 -- I�I=1 I I=1 I I-III=11 I=111=1 I I=1 I I=_ _ III L _. - - ll1 _ - - - - L - - - - J - � _ Ll _ Ill � l.l.. 11 - - GRADE GRADE _ _ _ - - 11 111=111=111=111=11 f=111-111 11�=111=1111=111-111=11�=111=111- - - _ - - - = 1=111=1 fi=111=11=1Tf=111=111=1If=iTi=1I =111=111= _ =1 =111=111=Tf=T=L� 11;1 I1=11= =111=111= _ = I= _ = _ _ _ _ E- _- - - - - - - - - - - I=III=III=11 f=III=III=III=III=III=_ -1T=III=l l 1-1T1-�=III-L-III-III I I _ _ _ _ _ _ ._ � _ _ ll � L _. _ L _ _ ll1 L L J 111 _ _ III 1Tf-I L L_I I I-I I I_I I I-III=1��111_ = - - - _ - =1 I1=111-111= -111=111-111-I 11= - - - - - - - - - - - _ - = 1=1 I I_ I=1 I 1=111=1 I 1=111=1 I I- -- - — - - - - - - I - - - II1=111=111=11II =111= I1=111=1I- =111=111- _ Ll _ _ 1 - - - - = _ I I�I11=111=111-111_1 II�I11=111=111-111=111=I II_III-III-111 _ _ II III=111 II I� �II-111_1 _111_1 I-1I II1_111_111=111- _ - - - - - - 1J1 - - - 111=111=111�III=111=111=111_III�I11=_ 11=111=1J1_III_III_III I I L _ _ - - _ - Ill - _ J1 _ - _ III III-III III_I I=1 I=1 �I -III III III-III-I 1= I=1 I I I=11 I=1 I- - -III-III III -I - 1=1 I 11--11 I- ;I I1= -11 - - - - _ - -1 1= - - _ _ =1I 1=1 I 1=1I 1=1 I1=1 I 1=1 1=1 ISI I1=1I hI fi=l l IWITI=1 _ - I I I I L _ - 11 L — - 111 _ ll1 _ 11-1 I1=1 I1=1 I1=111=1 I I-III-1 I1=1 I I�III=11 L=1 I=1 I 1=1 I1=111=1 1=11 LI III-I 11=1 I I_I -III _ III III III III III I_I I L-III III _ I I III I III I_I I I-1 IWI I I-III-III-I I hI I-I 1=111=111=111 -1TF - = - _ =11f-1Tf=i11=�= =f11=1T1= _ =fff=r - - - - _ - - - _ _ _ = T -111 IIElI1-111�111=111�111�1 =111 X111=111-11�=111 111=III- _ - _ 1 _ 111 1 (-�1 I I_I j f-=1Tf 1 I I _ 1J1 _ _ _ - = _i =1 = 11= =1 =1117-111=111=1 = 1=11 I_1 I 1=111-111= 1=111=1 I 1=1I 1=111=111_..111=111=111=111=1�1=111_111=1�I_I�I 11� _ _ 11 - - - - 1�Iwl�I-1�1=111-111-11�=1 I I-111=1 111-L=1L=11 I-111 1 I I J _ - - J L1 - _ _ 1L 11=111-111-111=111=111- I I= _ =I I=111-111=11=11=1 I I I=11 =1 I=11�I =I I- - - - - _ =1 I I- _ - - - - _ _ _ =111=1 I I=11 1=1 I I=111�I I ISI I I=1 I I=111=1 I I-111=111=111=111..X111-111�I 1 - - - _ _ _ _ _I L 111 L _ - J L — J � _ 11 L =III=III-III=111 III=III=III�I11=III=III=III=III=III=III=III-111_.._111-III-III=III-III III _ III III-III_.III_III_III 111_111 III I I-III=III-III-111_111-III-111_111_ II-III - - - - - 1111=111;111=11=III= = = — _ _ _ _ 111_111_111_1 I I-III-I I I_I I I-III-I I1 I I_I I I-11 I-1 I 1=1 I[--I I I-111=111=111 _ - - - - - - - _ = 1= =111=111=111=1 I= 1=111=111=111=1 I 1=1 11=111=111=1 I1=1 I 1=1 I=1 I I-111=111 - ll - - L - I _III- —I I 1-I 11-111-111- I 1=111=1 -=111=111=111= _ - - 1=1I I�11i-L-t 1.1_.-Ill -1 i 1_111-11i 11 - - - - � - _ - - - - - - - - -1 - 11-111-1ll 111 - W - - - - L _ � - - - 111 L-I -111-1I�111.�111-111=111=111111- _ II- - _ - 1.x111-111=111=1111_111=111- II=111=111- - - - - - � 1=111.=1I I=111-111-III-111-111.1 - - - - - - - = 1=1 =1 =1 I=1 I I=11 I=1 I I=1 =1 L_III=1 I=11 I=1 I-III_III-III=1 I=11 I=1 I I=1 I=1 I-III=1 I III III I I I L_III=11 I-III-I - - - I-III-IIII- - - _ _ - - 11=III=III=III=111_111=III�III_III=111_111 II II II - - _ _ - _ _ _ _ _ - _ _ _ _ - - - - _ - - - - I11-111=111-11= �I I I=11II 11=111=11111 ISI I I=1 =111= = _ = I- — — - - El I I I I_I I I-1 I I�I 11.=1 11=1 I I-1 11=1 I I _ L _ � � lll _ _ _ — _ III I I I_L L I I I_I I 1=L_I - _ _ - � __ - - - L _ _ _ - - = 1= 11= 1= =11- =III= - = = - - - - - - - - _ - 1=111_111=III=111_111_ II-III_III=III_III=III=III=III-111_111-111-III-III-III ll1 _ — lll 111 11 ll _ _ =III-III=III=III-III=III=III=III=III=III=III=III=III=1I=III=III=III=III=111=III=IIIII_I11=III=111=111=L=III=L=111=III=III�III-II L ll 111 1 lll _ 1 111 L L-III=111=111-III_III-III_III=III_III=L=L=111_111=III=III=III=L- 111=1 I1=1 I1=1 I ..II I-1 11-1 11-1 I1=1 1=1 I1=1 1-1 t 1-1 1-1111 I1-1 1-1 I I-1 I hI 11=1 I1-111=1 I—I 1=1 11=1 11=1 I1=1 I1=1 I=1 I III _ _ _-_ (:A) WALL SECTION WALL SECTION (:B WALL SECTION C N JAMES W DUPREEARCHITECT VAN CLEVE TOWNHOUSES D 2 ' 4 " WALL S ECTI 0 N 5 / :• :����:.��� Fly � AR-00 > 1038.2 904-247- 7072I N A T L A N T I C B E A C H 06.22.02 1TZY,23fvm ►n l� 1 ���,, �fv �� �� � � A B PREFAB WD TRUSS FRAMING c TRUSSES TO CONTROL DIMENSION 7 7 7 TJI FRAMING I" ]z �1 a.s 1X4 WD CASING TRIM WALL SCONCE W/ WD SILL AS SHOWN TYP co I + a W TRIM AS SHOWN 1X6 WD BASE TYP I� -P w " WD FLR TRUSS FRAMING -P I N 00 v I o o I I� WD FLR TRUSS FRAMING Nv- 00 v I� -P I BUILDING SECTION 1 JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' BUILDING SECTIONS 6 AR--00114382 944-247-- 707206.22.02 N A T L A N T I C B E A C H 'U•/ '4mi , 1 L11_ 11 1 bu 1_ J _ll. 1 11 _ ll Ll 11 LLI L.11 ll u Ll L L 1 1_ 1 1L W -.11_ co O 1 l .I ILI[ 0 " � >L11 11 11 111111 11 1 11 11 1L11 1 111 1 IL 1 1l 1 1L L L I� W LLL .l1� w Jl IBERGLASS ASPHALT SHINGLES ll " � ll ll 0 I SLIDING GLASS DOORS INFILL @ ILLo 1' IL 4X4 PT WD POSTS WRAPPED W/ PT 1X L " L 111 11 11 - L.LL - - I- oa.. -: •. a� c .•.a +• ••a •• •�• • ` a a ,•'a •' °' •••, •. °f :• � •. ° •• tiv .• ^. .•• ••• •• • - •°. •e v •a. .°• •• •Y° v Yr v•• 1V ••v •°- o •v r v r If 00 co v. •'• •°r° a• a ° r,1 •• a a �. � •� .. a•• •• , . •. .e ,•, .•• •'° •• w °.q • . ;w •. ° '• •r °• .° •. ° r- .•° °�• ° N.. • ° '. s .a a. . • . "r • . . . . . n•a •• : a a a .° .� •, � ° �.. •• .• • •- o•. ° ° . ' ° e •� • a •` � - �• FF1 ELEVATION 10.0' FF1 ELEVATION 10.0' — • • ' • _ �� ° ; . . IT I I AF EALST TOWNHOUSE CONNECTING VESTIBULE WEST TOWNHOUSE NORTH ELEVATION FIBERGLASS ASPHALT SHINGLES L 11 U Ll 11 FIBERGLASS ASPHALT SHINGLE 1 T2 1JL LIGHT FIXTURE 11 Ll It lll� FORM&POUR T.O.W. it ii I I I i u L � is Ll L1 LLLLU s 11 11 DECORATIVE WALL HUNG FOUNTAIN—,., ° a d tl• a a v ° O L ,M- nit rit . V •• V y a V • v •V , LIGHT FIXTURE WROUGHT IRON FENCE AND GAT --- &TUC 0 PIERS W/ INTEGRAL LIGHT EAST TOWNHOUSE WEST TOWNHOUSE SOUTH ELEVATION JAMES' W D UPREE ARCHITECT VA N CLEVE TO WUSES O 4 ' 8 " ELEVATIONS AR-00 > 10382 904-247- 7072 �•..• N A T L A N T I C B E A C H • ' •�� ' ' !"A LAP PORCH TRIM BEHIND BUILDING TRIM LAP PORCH TRIM BEHIND BUILDING TRIM AS THEY MEET AS THEY MEET CEMENTITIOUS OR PT WD TRIM PAINTED ENTITIOUS OR PT WD TRIM PAINTED a 04,5 — g_ 4.5 'O 1 2'—z� 11 ll i�lll_ _J1. U _ll 11.11 JL VINYL OR CEMENTITIOUS SHINGLES ll WEIII I IIIIIIll III 111 11 111 — VINYL OR CEMENTITIOUS SHINGLES -iLLLLI1 1110 111 1111 1 11 11 11 11 11 LLIL L Do 0 1 11 L 111 11 LL_ V 11 r 00 OI Ll p � n _W 11 1�L1 1W SCREENE PORCH SCREENEI PORCH 1Lll li.. LL H1 +1 __ �_ __ _ o j - - LLJ11 L - Lil l 00 0 X6 r TS ECON FLOKREEN D POF H SC IEENEDORC 0 O S EENE ORC SC ENED ORCH � v co Ll - 00 I I ii ti 111 l 111-1 ti l 1 1 1_ L . laEl o I 11 I L � - ll J1 �l l I 1 R11 111 SMOOTH STUCCO "H SMOOTH STUCCO "HEADER" �° q ° q �• 1 1.2 °PJERS. ® FIRS •FLOa° T ° ° n ° s o " • • .6. , w °A° EADER" N • • • e IN 1 /2" RELIEF m `,bd 8 • ° ° ° ° ° ', IN 1/2" RELIEF rh' . ••; e• e • v q d• i •• • ° •9• • '-ate'. •�• • ••� •, • e• °. u• • -�• ❑ •. •0` .� a ° ' ° 7 °q d ° ° °° a• °� Y° -DECOF AT VP-TILE •INSERTS . D.ECORATIVE T7CEIN ERT 4 ° v _ ° I OYSTER SHELL STUCCO 00Ln +4:' ;°e a; a , ° ' ° _ °r o I- _°° °• ° ° • a ° ° . r g ° • o p N r SOME SHELLS HAND PLACED a' °° ° R4 ti ° I ° _ ; , n °�, ° ; p' : ° OYSTER SHELL STUCCO O o+ % i • ° ° . ' e ° n . ' . ° ° : . . �P t e w °°°° SOME SHELLS HAND PLACED A eF. '1 :ELENA I�I� •1 Q 4 ti. = - - R. ° °�'F1;°ITLEVA'FI ON° 1.0.0' .� .t �.--T��� 8 v �F�`�.r—rv-- . v v r LOWEST NATURAL GRADE ELIEVATION C HIGHEST NATURAL GRADE ELEVATION @ HIGHEST NATURAL GRADE ELEVATION ® LOWEST NATURAL GRADE ELEVATION C� PERIMETER =7.5' PERIMETER =9.0' PERIMETER =9.0' PERIIVAETER =7-5' EAST TOWNHOUSE EAST ELEVATION WEST TOWNHOUSE WE', ST ELEVATION 1LL 00 Ll of I l 0 00 L . 11 1 IL - L1_I LW IW 1 � 1 11 _ll ll 11 IT Il co I-L 11 LL L111 - J1 1L1 11 1 - j LL 00 W1 -17171 Lw J1 11 - llJ1 F �J WWW .L o W ° ° . ° e . 00 ° ° •.n °. e ° ° .. ••% ° . 1 •',° '• •.•' •° •° °• ••° ° °• • ° e • °.•: a d ° ,,. a e. • ° ' • ° oa e ° ' ° . ° • FF1 ELEVATION 10.0' GARAGE ELEVATION 9. ° P ° • 8 ° • I r GARAGE ELEVATION 9.0 FF1 ELEVATION 10.0'& - HIGHEST NATURAL GRADE ELEVATION ® LOWES'JI' NATURAL GRADE ELEVATION ® HIGHEST NATURAL GRADE ELEVATION C� PERIMETER =9.0' PERIMETER =7.5' LOWEST NATURAL GRADE ELEVATION PERIMETER =9.0' PERIMETER =7.5 WEST TOWNHOUSE EAST ELEVATION EAST TOWNI- OUSE WEST ELEVATION JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' ELEVATIONS 4 AR-00110382 904-247- 7072 0 6.22.02 ' N A T L A N T I C B E A C H 32'-0„ 32'-0" 9,-0Y2„ 7'- 1 1%2" 6'-0" 9'-0" 9'-0" 11 6'-0" 7'-1 1%2„ 9,-0)/2„ LAUNDRY CHUTE UNDER B NCH LAU DRY CHUTE UNDER BENCH 20 oDH 2a oAWN 204 DH 2a aDH 2o2aAWN X04 DH I - I I I I r I I I m I ' I a Iff) I o co I I I I I Lf7 � I - I I Lo p7I n -5%2" 2. 141/2 11'-1" p 11'-1" - y2 -5y2 I 1 1 I 2 T4/2 10'-8/2' 1o'_8y2.. 2'- 2° I - to �' BDRM 4 I N I z z � I N I BDRM 4 � o ro I I 0 � ao N I I N ml0 i p BDRM 3 °- 0 :N I °- BDRM 3 - HVA I I VAC n _ ,� 26 � 6�sr- Ef v81-4 2a6s 2858 2 6 `n i- ROOF BELOW � `° N 7'-, 1" HALL ` clq o o N HALL 11.,o co LL—i A "' 3d4aFX ( `� 3o4a X to UI - 3'-9�4 5'-63/a 5 -63/4 3' 9/4 ' 4'-.g" Un J I I Q w (J A Zfn zi I W 'J w ;z CL- 0 « 17 RISERS C9 7.33 = 10-4-3/4" 17 RISERS © 7.33 = 10 4-3/4 p o 16 TREADS (9 10.33"=13'9.25" 16 TREADS @ 10.33"=13'9.25" o z z ¢ U U L7 Q (0 a- 0 f¢ 0 W � O Q W / T U) u, z U � O - I -I o a � cp Co W O ❑ 0- X I _ N N x D❑ �' [L,- OPEN BELOW OPEN 0 ELOW (Do o LL- LLL- 7j L-- LL- O 0.J Q �[ W O 0 icy- (/) 0 ch r « M -' Q o ❑ T IW I Ld IL W WEST TOWNHOUSE EAST TOWNHOUSE 540 gsf -- condi-boned arca 540 gsf ® conditIOncd arca Y 1Nv6 ) THIRD FLOOR PLAN JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES a 4 ' 8 ' THIRD FLOOR PLANS AR--00110382 904-247- 7072 1 N A T L A N T I C B E A C H 06.22.02 iZ37`1 -Z-5 '7q J / l rl �j •rr 1. .� , 32'-0" 8,_0„ 15'-0„ 151_0„ 8,_0„ 9'-0„ LAUNDRY CHUTE LAUNDRY CHUTE 2a oDH 2a4oDH 204 DH 204 DH IAIV__ W I r --- -NG I I i O I I Ln 3ATJ 1 2 ; ; LO c , I B H ' Ln KITCHEN KITCHEN J i to I - I 0 N CD = I x REF = = a REF ICL = o - "I 0 r ---�� d d 4'----- ¢ BDRM 2 N ==----T n �, 0 I s______ _ BDRM 2 co o � H 10'-81/2° -4Y2" N 5._5y2.. 3�� d i I DWr W I I a 3� �Sy\ y2„ N 2'-4/' 10.,Sy2.. 11 I r i� 5'-5 1 Ln : Ln I V3o6a I i ROOF BELOW i 13068 I I I i cin N I L_ J I N 3 6a of 3a68 r 4' 12'-11' 6'-5 6'-'5" 1 -11 4'-8" - FFl IZT 3 A , — --- - - — — �- 0 16 RISERS @ 7.17"= 9's-�-3/4" 15 RISERS @ 7.17"= 9'6--3/4 ' O 15 TREA 1 1 I 1-5--� R A ® 1- 3"=12'11 " „- � � o � =¢ a o I Ln 0 -cmDINING �° to DINING III CD� 1 , o 0- a d cn [o � N X r ¢ N C%4 dC N N N r cm cm LIVING am LIVING N 1110 a II N I O _ '-5" 3._0.. 5.. 9 _1.. Q 0 �._1.. -5.. 3'_0'. _5" 9._1., O I N 9 coo - N Unr �� O r C] � a_ a N c N I PREFAB FIREPLACE I I PREFAB FIREPLACE I FLUSH STONE HEART u7 Ln FLUSH STONE HEART 6X6 WD POSTPR 65aDH 4 PR26 aDH PR 65oDH PR26OH �y N Li IX 5'-10" 9'- 1 " 9'- 1 " 5'- 10" 9,_1 „ 8'---0" 5'_ Y2„ 13,_91, 5,_1 2„ 5,_ 1Y2„ 13,_9„ 5,_1Y2„ 8'-0„ Ir 24,-0„ 24'-0„ 321-011 32'-0„ WEST TOWNHOUSE EAST TOWNHOUSE 6 1002 gsf - conditioned area 1002 gsf - conditioned area SECOND FLOOR PLAN JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' SECOND FLOOR PLAN S 2 AR----DD 038.2 904-247- 7072 I N A T L A N T I C B E A C H 06.22.02 U p r W.H. AHU 32 —0„ 19 1-0 32'-0 LAUNDRY CHUTE ABOVE VINYL LATTICE BTWN 6X6 PT POSTS LAUNDRY CHUTE ABOVE FILLS UPPER CABINET FILLS UPPER CABINET 8,-0„ 1-01 61- 015 ,_0„ 4'—O'Z 0 5'-711 2,_82„ 4'-0„ 14,_0„ ,�0„ 6,-0„ ,�0„ 8,-0,1, o40D 02 40D I 040D a4aD > LJ l 1 �m �► -- - m- O - OW I O V r` - L��)BATH i I fl ANO -- - �� , P I TH 1 I 1 , Er _ tea--- I I n I _�� N LAY ARE `� -off I 10'-7u' 8,_4.. 2'-,14Y„ 10'-8%” in 11 71 II7 10'-8�2" 2'— 2 8'-4" 10'-7" �i_._-. — -- —�< 2 2 co 6"I F UNDR 'L Q o J AUND Y _ 6" FF co C-4 A-1 a I I -Z --- - I w BDRM 1 _ 0 BDRM 1 I 0 I cv ° �� --- --� - - ° I ¢' I r� rLn o r� X4 PT POSTS W/ 1X WRAP - - 0 rn - �--- - - - -- - - - - - _ _ u (o "4 -3 5�2.. 4' /2„ wo 5' 9 2111'-1pY,. 6 0o r - - --- � _ w 2, 6. 1'-10y 5 9 2 8,f 12,1 Ln N 6„AF I N m 3o68 2a6a e�x m m 2868 3068 80 D 8o C� w T r I �O —10 3'-10y2” � O I o y2„ 2 _11" 11'-8" S'-1" 5'-1" 11'-8' 2'--11" Z Ln L() 11 Zo2oAWN;J, � o I 0 D K I ALL 10' -n, 2o2oAW�J 12 2_ r, 3o a "� "� 3 6 s 7—� CIO —Iur — N I l l l k l CIO ' I I 12X12 WD POST 1 A I I I �� 3o68 —3a8 - 3o6a "" i I I I ►� I 1 6" I I I d F �p I � I I � � 4 s 2,. �--- - 1-�-I 2" - � I I Q _ _ _ __ _ 1_1_I STUC�C DF TFr SIDE S OF CMU O __ r� O I I O II CD '61 I II O NX ;K' _ I I o N I I 10 O O O Q 10" 1 1 N II - II C) I I ¢ II I I 0 II II O II ii RAC ARAii II I 112X12 WD POST I I II I I In - ❑ WGARDEN W PORCH II cv =1 II PORCH a a I I � o N jj N 0 04 o II I N II N O O N it Ua cn CID o II I I I I I I I I I I N N II II II II II II II 112X12 WD POST I I I16070 GARAGE DR WROUG T IRON FENCE WROUGHT IRO FENCE I I L - - --- _ - � 16070 GARAGE DR ` - - ---- -u -- I I O STUCCO PIER 1 I HOSE BIB HOSE BIB L ---------� L--- ------ J 8,-0„ 4'—C 16'-0„ 41-011 6'-61 6,-0„ 61-611 41-033 161-011 4,-01A 24,-0„ 24'-0,1 32 -011 19,-0„ 32,_01, WEST TOWNHOUSE EAST TOWNHOUSE 562 gsf -- conditioned area 562 gsf -- conditioned area 6 517gsf — garage area 517gsf — garage area FIRST FLOOR PLAN JAMES W DUPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' FIRST FLOOR PLANS AR-0017 0382 904-247-- 06.22.02 7072 I N A T h.. A N T I C B E A C H y 1 23-7 Z3 V9 o i i i I i i I I i i i I i i i i i I I i i i i i ; CONSIDERED PROPERTY 192'--10" I I I I 9• 8 8' 9' 10' ' 12' 13' 14' 15' IN L11 ' SIDE SETBACK Q � - - - L11 O Lg ,n �.� ��-� `° TREE ;PROTECTION DIAGRAM - - - - - �- _ — — L11 �`� - - — — — _ O L11 O L11 Ll2 T— OL 1 s T U E L11 r A �, if�!►S S It 20',0„ 0> O 0. A- 0 - TO HE RELOCATED ON SUE •5 � REAR SETBACK �� r I PLAY ARE — � 11 — O [L30] - L& - - - - - - - - - L12 I _ _ ->� I 0 -3 - -- O [P13] - — 1 ACCESS EASEMENT � o I 20'-0" 4'-0" rr2' 0' 19 2'-0O [L30] _ 60'-0" • FRONT SETBACK 8' O - 0 (L111 EXISTI G PIERS [L89 O [L19 0 ] O L23 0 [L15] _ O [P12] 06 06 O L9 ' I 2375 SEMI LE BEACH ROA Q 0'4 -0 % 6'-0 T6 [L15]0 0 _ LB Q �f I [L3] / EXISTING DRIVE F-i I 10 EXISTING DRIVE U) EXISTING PIERS I a W 9' O C4 Lg [018] L � O [H8] 1 O p [La] Q [Le] Q [L8] O [L32] OL2 — -- - _ - - - - 0L1 0LES QL7 co 0P12 0L12 L6 L7 ORIGINAL CONTOURS O O Q Le $ 10 10 9, 8' 71 7 8 9' 10 11' 1 12' 13' 1415' AREA CALCULATIONS: LEGEND: SITE AREA= 14,465 SF EXISTING TREES: ADDED CONCRETE B3UILDING FOOTPRINT AREA= 2,665 SF P= PALM CONCRETE DRIVE & WALK AREA= 3,900 SF+/— L= LIVE OAK ADDED WOOD DECK 0- OTHER OAK UNCOVERED WOOD DECK AREA= 75 SF 0 H= HOLLY x x x EXISTING CONCRETE DRIVE UNCOVERIED PERMEABLE SITE AREA= 7,805 SF x x x UNCOVERED PERMEABLE SITE AREA= 54% OF PROPERTY Q L8= 8" DIAMETER LIVE OAK BUILDING FOOTPRINT L8- TO BE REMOVED I I I I I I JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 8 166 SITE PLAN AR-00170382 904-247- 7072 1 N A T L A N T I C 0 E A C H 06.22.020f ; I L Y--qpr '•rr,r.•'• ffu J 0Z pug Supina u rrw D- 3a WIiu ' i i V i i i i i i i /Y CONSIDERED PROPERTY 192'-10" 9 �• 8' 8' 9' 10' 11' 12' 13' 14' 15' L11 -_ I SIDE SETBACK _ - O L11 O L9 j 6.5 `° TREE PROTECTION DIAGRAM LiI ._ U __ — — __ — — - - — - - OL11 - - - - - - - - - - ^ — 0L11 Zit O L 1 WEST TOW USE L11 A N a EAST TOWNHOUSE [P13] 20'-0" O A TO D$ EMDCATED ON WrM O O 11 J FF= �.0.0 L ,5 AO . o L8 O REAR SETBACK � PLAY ARE Q I ' XL Xe.5 Lie CONNECTING VESTIBULEL7 I o 33 O I O [P13] 0 XL10 O ACCESS EASEMENT ' I 20'-0" 4'--0" 32' _0 19 . 32'_0° r� 0 [L30] _ _ 60'-0" _ FRONT SETBACK s' I O [tel] �1 I O [Li i] l EXISTI G PIERS e [L8 / `� O [L19] I O L23 w CD � O CL15],� O [P12] I O6 00B � I i O l 2375 SEMI LE rY, C:3 L9 I BEACH ROA 6'-0" 16'_0°I [LI f�L11 O I] �a L8 0 [LS] O AN I 10 EXISTING- DRIVE EXISTING DRIVE F71w _�� I I C4 EXISTING PIERS ---i L� o W gO [018] 0) 1.10 0"i C g - O O [L8] _- OO [L8] ' 0 [L32] ' 0 L1 0 L O L7 _____O Pig-._ O L12 O L8 O L7 L8 ' ORIGINAL CONTOURS 0 9 10' 10' g, 81 7' 79 89 9' 10' 11 12' 13' 1415' • AREA CALCULATIONS: LEGEND: PROTECTIVE TREE BARRICADE SITE AREA= 14,465 SF EXISTING TREES: ADDED CONCRETE BUILDING FOOTPRINT AREA= 2,685 SF P= PALM L= LIVE OAK CONCRETE DRIVE & WALK AREA= 3,900 SF+/-- ADDED WOOD DECK 0= OTHER OAK UNCOVERED WOOD DECK AREA= 75 SF H= HOLLY UNCOVERED PERMEABLE SITE AREA= 7,805 SF x x x EXISTING CONCRETE DRIVE x x x UNCOVERED PERMEABLE SITE AREA= 54% OF PROPERTY O L8= 8" DIAMETER LIVE OAK BUILDING FOOTPRINT L8= TO BE REMOVED City of Atian o Planning and Zonkg i zoning, subdlvlaiones and bland This approval verifi approval for the issuancd 4fPlante development regulations, bill titute local, State and Fed 1 perAdttflt� rements with Florida Building Cade a B plicabie must be verified by I ature 0f thA - bfAtlantic Beach Building Or Ir' I prior of a Build %Forth. ; un ve opment rec;e� t�at0: •- i i i i i i i JAMES W.._, DUPREE ARCHITECTVAN CLEE TO WNHO USES a 8 ' 16 TREE PLAN AR—00 > > 0382 904-247- 7072 I N A T L A N T I C B E A C H 0 6.2 2.0 2 _ ....", 0 ,11 5tMff\0� r�, • �'� r per... v , ELECTRICAL LEGEND, DUPLEX OUTLET 220 VOLT OUTLET =Q FLOOR OUTLET DUPLEX GFI GFI DUPLEX WTRPROOF 940" AFF GWP ADSIc� OUTLET @ MANTEL SURFACE QQ M 4 WALL SWITCH CEILING FAN SWITCH TV VT DIMMER SWITCH $D 3BD 3 WAY SWITCH $3 TV G I F-1F 1:1 VT LOWER OUTLET SWITCH $ F L WALL BRACKET LIGHT F.-Z L 3 LL DISPOSAL SWITCH $DISP Up�-�m RECESSED DOWN LIGHT— RECESSED IGHT RECESSED DOWN LIGHT W/ LENS F7 NP UNDER COUNTER LOW VOLTAGE SURFACE MTD @ CLNG TELEPHONE OUTLET CABLE TV OUTLET <TV WALL SCONCE F-0 f 1 DIRECTIONAL DOWN LIGHT CEILING FAN W/ LIGHT PENDANT LIGHT OPEN BELOW OPEN O ELO1K GARAGE DOOR OPENER GD FLUORESCENT LIGHT 2X4 EXHAUST FAN `" { 0 SMOKE DETECTOR OVER MIRROR LIGHT IN POST LIGHT 02gs. -,'Ark, Hod, 5�.��-���, QQ 5 ° ❑ � o WEST TOWN'tri" OUSE EAST TOWNHOUSE 540 gsf - con.ditioned area 540 gsf - conditioned area fi THIRD FLOOR PLAN P Y- rrR� FhAN FIRE SPRINKLER SERVICE of N.E. FLORIDA P.O. Box 23787 (904) 262.1002 JAMES W DUPREE ARCHITECT vA N CLEVE TOWNHOUSES 0 4' g ' Jacksonville, FL 32241-37fr7 Fax (904) 262-2166 AR-00 f 7 0382 904-247- 7072 I N A T L A N T I C B E A C H ■ W . OF. ELECTRICAL LEGEND DUPLEX OUTLET =0 220 VOLT OUTLET �220v 060 0 0 FLOOR OUTLET © Q Q Q Q Cj DUPLEX GFI r 2 B 2 DUPLEX WTRPROOF GFI KITC N I K CHEN GP @40" AFF L----" OUTLET @ MANTEL SURFACE --�- Qi M WALL SWITCH - �d� "I rA CEILING FAN SWITCH BD GFI ° ° GFI w M 2 710 DIMMER SWITCH D V > 2 3 WAY SWITCHI DW W I 3 w LOWER OUTLET SWITCH L WALL BRACKET LIGHT I (�vP DISPOSAL SWITCH 0 e0r ':F11Vf 1=r (r5�y �"�s�' ` � DISP 1 3 RECESSED DOWN LIGHT- RECESSED IGHT RECESSED DOWN LIGHT W/ LENS PMIR UNDER COUNTER LOW VOLTAGE ® a o SURFACE MTD @ CLNG n . w TELEPHONE OUTLEToll CABLE TV OUTLET <TV WALL SCONCE D9(/1bNGDIS G DIRECTIONAL DOWN LIGHT II r "3rv(. Rvvr/ CEILING FAN W/ LIGHT rat. P(00/- PENDANT LIGHT O GARAGE DOOR OPENER GD FLUORESCENT LIGHT 2X4 LIVING LIVING EXHAUST FAN SMOKE DETECTOR Q OVER MIRROR LIGHT TV KI TV n � IN POST LIGHT ® \ OM r" OLi Li � "3 WEST TOWNHOUSE EAST TOWNHOUSE / i`� 1092g sf -cored .tia ed area 1092 g sf -- conditione . area s SECOND FLOOR PLAN Filte Fp. PLM FIRE SPRINKLER SERVICE of N.E. FLORIDA JAMES W D UPR.E'E ARCHITECTP.O. Box 23787 (904) 262-2066 . VAN CLEVE TOWNHOUSES Q /„�,� g ' Jacksonville, FL 32241-3787 Fax (90-1) 262-2166 AR-00 f >D�3B,2 944-247-- 707,2 I N A T L A N T I C 8 Q A C H r%#j,. 2m, o f ar 2-3 7-23 ELECTRICAL L DUPLEX OUTLET 220 VOLT OUTLET Z@220v 2ov 220V FLOOR OUTLETI A. H 1 o �' 1 DUPLEX CFI IZPLAN' AREA GFI IFI GF DUPLEX WTRPROOF =P L R 9c A Y 040" AFF OUTLET @ MANTEL SURFACE — QM PD WALL SWITCH $ CEILING FAN SWITCH DIMMER SWITCH D 220 20V 3 WAY SWITCH C7 3 LOWER OUTLET SWITCH Oir WALL BRACKET LIGHT F-Zqp LHALL HALL DISPOSAL SWITCH DISP LA � RECESSED DOWN LIGHT (& w S I -0 RECESSED DOWN LIGHT W/ LENS AAIN (2),P G UNDER COUNTER LOW VOLTAGE SURFACE MTD @ CLNG TELEPHONE OUTLET CABLE TV OUTLET bTV LANDS APE LANDSCAPE � LIG TING LIGHTING WALL SCONCE )01 DIRECTIONAL DOWN LIGHT O Q ® 'RA(i 11 ARA CEILING FAN W/ LIGHT ORCH Q GARDEN PORC PENDANT LIGHT GARAGE DOOR OPENER GD GD o GI FLUORESCENT LIGHT 2X4 EXHAUST FAN SMOKE DETECTOR O GW GW G P GW OVER MIRROR LIGHT V f IN POST LIGHT Fm ELECTRICAL PANEL t REMOTE REMOTE ire s r��- SPPS a Fr Spam,A[<I er S�p/4�p REMOTE REMOTE pefal' ............ v ............ ra Sir .f\k1er 5-js ems, Syse be u,� 1( i�6� -13 7 2es�� �A1 SPP j=�� r, s -t-� �e p�sIe �` r~ �� ►��. r e U C f i' rC S�rjc.P; v 1-/Fm �a@w@ =r_.,• •. .... o .. 3p 0 . 1 J ��� �/ �. P PT -�_.... TOWNHOUSE 1. V � 7 R d sp Y�,1� P ,1�1� Es O 1'1' NHOl.Js EA.►� 5S' �Ps f�IeA f J � W WC mss, � '�Trn�sr^ I2� � � !�^ 1 GtG!_�I'"" .3 C��ot�`t�('t�'s'.s'��✓� `�,��`'��r ,�j��'.�. $pej"r- +e5+/0r6k1n 6 d area 562 - c o n d i tl O n le d areagsf - conditione 517sf — Lyara � e area 517 gsf -- garage area - - OCLC Fly,.., t�rc�e^+-r 9 V//VA(V les 0ujc C;-{-7 Wa'+(r 5 c�PPI%y r FIRST FLOOR PLAN lI �'UPPUY SPf4tNI<�CfZ DETAtt— FIRE SPRINKLER SERVICE' N,7-1 S. 1 R,t ?x0tf%ff;Q% of N.E. FLORIDA P.O. Box 23787 (904) 262-1002 JAMES W D UPREE ARCHITECT VAN CLEVE., TOWNHOUSES Q 4' 8 Jacksonville, FIv. 32241-3787 Fax (90.1) 262-2166 AR-00110382 904--247-70720 sec, tea. 0,(. ,j�' 1 N A T L A N T I C 8 E A C H Dr%Ao w �► f 3 ELECTRICAL LEGEND DUPLEX OUTLET 220 VOLT OUTLET 220V FLOOR OUTLET DUPLEX GFI GFI DUPLEX WTRPROOF ®40" AFF GWP OUTLET @ MANTEL SURFACE WALL SWITCH $ 4 CEILING FAN SWITCH $F TV VT DIMMER SWITCH $D 3 BD 3 WAY SWITCH TV G I ❑ F ❑ VT 3 LOWER OUTLET SWITCH F L WALL BRACKET LIGHT 'j 3 ALL DISPOSAL SWITCH S ' �Up(`"(�rvl pt. DISP RECESSED DOWN LIGHTrl. C`�vvr S RECESSED DOWN LIGHT W/ LENS J�4 WP W UNDER COUNTER LOW VOLTAGE ® A SURFACE MTD ® CLNG TELEPHONE OUTLET CABLE TV OUTLET <TV WALL SCONCE DIRECTIONAL DOWN LIGHT (� CEILING FAN W/ LIGHT PENDANT LIGHT OPEN BELOW OPEN O ELOW GARAGE DOOR OPENER GD I FLUORESCENT LIGHT 2X4 EXHAUST FAN oe _ a SMOKE DETECTOR c1f H YA' 1100 C) OVER MIRROR LIGHT IN POST LIGHT 35 a a WEST TOWN"r"I' OUSE EAST TOWNHOUSE 540 gsf - conditioned area 540 gsf - conditioned area 6 THIRD FLOOR FLAN FIRSoPROnVCTIoN FhA01 FIRE SPRINKLER SERVICE, of N.E. FLORIDA P.O. Box 23787 (904) 262.1002 JAMES W D UPREE ARCHITECT TKA 1 V CLEVE TOWNHOUSES 0 4' g ' Jacksonville, FL 32241-378; Fax (904) 262-2166 AR-00 > >038.2 904-247- 7072 1 N A T L A N T I C B E A C H w a F311 �3 �.�71 � 7 ELECTRICAL LEGEND DUPLEX OUTLET 220 VOLT OUTLET 220V 000 10001 1 FLOOR OUTLET 00 Q O DUPLEX GFI T. 2 B H 2 GFI _ KITC N I K CHEN DUPLEX WTRPROOF GP @40" AFF OUTLET 0 MANTEL SURFACE — �M I � � E�z WALL SWITCH u CEILING FAN SWITCH $F BD GFI ° GFI w M 2 DIMMER SWITCH so 3 WAY SWITCH I D W I 10 3 u ,� • v LOWER OUTLET SWITCH Ila ArL WALL BRACKET LIGHT F-ZOro vp 10 DISPOSAL SWITCH V �41 fir . L .$DISP If 7 KUM I RECESSED DOWN LIGHT "' $ 0 RECESSED DOWN LIGHT W/ LENS� P I UNDER COUNTER LOW VOLTAGE SURFACE MTD ® CLINIC "' w TELEPHONE OUTLET CABLE TV OUTLET 4TV WALL SCONCE FO G DI G DIRECTIONAL DOWN LIGHT CEILING FAN W/ LIGHT Rear PENDANT LIGHT 0 i GARAGE DOOR OPENER GD FLUORESCENT LIGHT 2X4 LIVING LIVING EXHAUST FAN Scy SMOKE DETECTOR OVER MIRROR LIGHT t TV 4 TV IN POST LIGHT ®M II �'� 12ty_ c �r�. — SerV -glee Li ® �S Z-_.. WEST TOWNHOUSE EAST TOWNHOUSE 1092gsf-- conditioned area 1092 �sf- conditioned area SECOND FLOOR PLAN Ft air PLAN FIRE SPRINKLER SERVICE. of N.E. FLORIDA JAMES' W D UPREE ARCHITECT /� Q 4' 8, Jack on 23�� cW4) x62:,16: ��� ��� �� �� ��. 1J � �� I�t>I�vine. FL �4i-3�, Fax (�)z62-saw AR--DD> 1038,2 904-247-7072 � I IV A T L A N T I C 8 Q A C H f`rv�. O� 4 ELECTRICAL L 71 DUPLEX OUTLET 220 VOLT OUTLET �220v r zzov FLOOR OUTLET Q I A H 1 Td o DUPLEX GFI PLAY AREA DUPLEX WTRPROOF - R F GF Y Pf I . 040" AFF G"P 7 OUTLET 0 MANTEL SURFACE — QM BD WALL SWITCH Ell ° CEILING FAN SWITCH F DIMMER SWITCH $p zzo znv 3 WAY SWITCH LOWER OUTLET SWITCH � S WALL BRACKET LIGHT HALL HALL rp 2 HALL. DISPOSAL SWITCHu� RECESSED DOWN LIGHT S I RECESSED DOWN LIGHT W/ LENS Ak 4 G UNDER COUNTER LOW VOLTAGENE - SURFACE MTD 0 CLNG TELEPHONE OUTLET > LANDS PE LANDSCAPE CABLE TV OUTLET �4 LTG TING LIGHTING t WALL SCONCE o DIRECTIONAL DOWN LIGHT r � RA R CEILING FAN W/ LIGHT 0 > PENDANT LIGHT ORCH Q GARDEN PORC Ez s GARAGE DOOR OPENER GD GD 0 p G FLUORESCENT LIGHT 2X4 EXHAUST FAN SMOKE DETECTOR O G G P GO OVER MIRROR LIGHT /00,ti IN POST LIGHT ELECTRICAL PANEL w REMOTE 0 REMOTE PP (� 5" mil 0 Fire S~ "A(�1v- P / REMOTE REMOTE See Def-all, P, e o S r�n�kler �e�, lv ,.�` /. S s�c,rr► be ..ten Iii - �ss•��� � ���°°� �,��' C—PVC �►� . _. n. ... ..a? s •cher- e PVc F;rtS�r1C.P � VL/Fm12 ut t T EAST TOWNHOUSEESST TO NHOV E 4-.._�j�n' .lel e,�s~ lx v LlFM. I Ss-p y2eslo�en fia w 43� test prdlh valve Pr�s4 JZ _ .A 4 k- P l 56 gsf- conditioned area 562 gsf-- conditioned area � 517gsf— garage area 517gsf — garage area -�-(&a.k-Flo,-Fr'euen♦or Vq my is �• 1L r-r?p_i,� a !" -PVc c;4-r WAter -S fp1 y r f I - - FIR IT ize 5PR I N !�(Z 5UPPLYFIRST FLOOR PLAN E SPRINKLER SERVICES N j of N.E. FLORIDA P.O. Box 23787 ' (904)262-10("- JAMES Nr DUPREE ARCHITECTi'A N CLEVE TOWNHOUSES a 4 8' Jacksonville. FL 32241-37E►" 1 � Fax (904) 262.2166 AR-00f 10382 904-247-7072C)— 5 �' �I � �� 1 N A T L A N T I C B E A C H Dew o Zp sec-. 5.g�(. t Q� .4 t-'QZT TC -Z-2 SOUTH f2t�tiC-e Lv) E.4S7Ci / Dvu4� LOur.1TY, FLo , 17tS �,o ` �� C5 0 rv� c��1c�s. Sacz4N �. vanJ c.�E�E q , ► '`�. o A PART OF SECTION 37 , TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: • .� lli� � CU FOR A POINT OF REFERENCE COMMJRNCL' AT A POINT WHERE THE EASTERLY RIGHT ? 10c o \ti\ ` <L OF WAY LINE OF THE FORMER FLORIDA EAST COAST RAILWAY RIGHT OF WAY (SAID EASTERLY RIGHT OF WAY LINE ALSO BEING THE EASTERLY RIGHT OF WAY LINE OF SEMINOLE BEACH ROAD) INTERSECTS THE SOUTHERLY BOUNDARY LINE �'.•\o•. o OF THAT LAND CONVEYED FEBRUARY 26, 1937, BY DEED BOOK 747, PAGE 6; o i �� Fu FROM THE POINT OF REFERENCE THUS DESCRIBED RUN SOUTH 00 15 23 EAST ALONG SAID EASTERLY RIGHT OF WAY LINE OF SEMINOLE BEACH ROAD, A DISTANCE OF 272.50 FEET TO THE POINT OF BEGINNING. m FROM THE POINT OF BEGINNING THUS DESCRIBED CONTINUE SOUTH 00° 15' 23" EAST ALONG SAID EASTERLY RIGHT OF WAY LINE, 75.00 FEET; THENCE NORTH 890 42' 34" EAST DEPARTING FROM SAID EASTERLY RIGHT OF WAY LINE, 624 FEET MORE OR LESS TO THE HIGH WATER LINE OF THE ATLANTIC OCEAN; THENCE NORTHERLY ALONG THE MEANDERINGS THEREOF, A DISTANCE OF 75 FEET oo ' MORE OR LESS TO ITS INTERSECTION WITH A LINE BEARING NORTH 890 42' 34" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 890 42' 34" WEST, 623 FEET MORE 0k LESS TO THE POINT'OF BEGINNING. P `, �•k °� LANDS THUS DESCRIBED CONTAIN 1 .07 ACRES MORE OR LESS. v s qQ �h N �NN IIS 5 nti N asr,_ N K titib nOQ �. \ 44 ti aw`° ^ fo 1, \ , �• .� � m� G ' Q<1 � �vNtiNwN wA A3q, �r�o'T a is •� b, , Cb y \ u i l,4 vi �y /\• At. ti0 1 \ 6' I�� 11'2, � a E•�Y \ �p� 3 3 �� ^ �N N �r7P 5��17 3 �Cco CO v a N lit C? 1'o O A L47 91 RN Lp r �h/ \ ��SJR-4o R, \ V 9 c ✓ may, ti j A) 'Wj -z 9E3r P�v�sEo �- i8- 93 ra stio w Be~•vc.ci no p�- Usama E �y R• 4Z '=, EBY CERTIFY THAT THE .-OT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE - v AS SHOWN ON FL ODD INSURANCE RA TE MAP _ FOR THE CI T Y OF ,JACKSONVIL L E• FL ORIOA• DA TED _ ^�\ ALL AMERICAN SURVEYORS, INC. LAND SURVEYORS - 4220 HODG pCAG - ✓ACKSpN✓ILLS. FLORIDA. 3PP17 - 904/268-4155 � I C �A LEGENO I HEREBY CERTIFY THAT THE ABOVE LANDS MERE SURVEYED UNDER MY -5 RESPONSIBLE SUPERVISION AND DIRECTION! THAT THERE ARE NO _ \ L�� ENCROACHMENTS EXCEPT AS SHOMN AND THAT THE SURVEY SHOWN — 4 _ CONC. MON. _ HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE �F` tJC:TE �jEoC21►�CoS B[aS n ` s7 aT� o ; FLOPIDA BOARD O.F LANC SURVEYORS PURSUANT TO SECTION 472. 027, IRON C0F rAL z ES (SET tiITN CAF FLORIDA, STA TL TES C-.� /L B 3857) AMERICAN T- 6� l.�vR � la1`►d F �rG n._,p .p1 -fib- �C= -MES D HAPPISON, ✓P., 10 L 5 Nc 2647 SUP VE ❑p.T 41L- ---4N IRON CDR. SCALE 'V (FOUND' -A - 9 ® CROSS CJT REGISTERED S✓RVEYOR, 57 -5 OF F pFIGA LA"E � —8 Nowr - - T -1 1;�7- 32'1' MAP SHOW ZING BOUNDARY SURVEY OF PA-F FL_ EAR( LFJ, "B" A FOF±• rpni p_c.• fir:, r1, ,,1 37, TCSIrlsillp 2 C'U'1111, Fr,{Iw.r 29 rAST, A PORTIC:r OF SEI.TICN 37, TC. ISILIP 2 S0[ITI, R-11ME 29 F_55'1', DUVAL OXN17, FLORIDA, BfEING P}ORr' PARTICULARLY DESCRIBED AS DUVAL GOUNI"f, FLORIDA, DEMO !-SORE PARTICULARLY DESCRIBED AS FOLLCSIS For.als C'CI-NEtICE AT 11![ TPITERSECPION OF THE: FX-AYlIfFELY 50U.11DARY LIPIE AT 'l"fif' INTF?SECPION OF THF, SOUTIIF2LY BCUtIDA.P.Y LICIE lV OF TliCSE Lr-N 3 AS DLS(l-IFFD At•!) F::'-:)0F.1)E!) iti FEED tsx_K 7417, OF '1110SE LArIDS A5 DESCRIBED RID RECORDED Itl DF:E:D BOOK 747, U PAGL`' 6, GE' alil: FUBLIC RECORDS OF SAID C .UIITY, WI'T'H 'file: PACE 6, OF TllE EAJbLTC RECx'}iDS OF SAID CCAJUIV, WIT11 'I'!!F: EASTFRLY RIGIIT-0r'-•WAY LIPIE G1 8E2.11N0!,E bEACit ROAa), (A 100 E7,S1M'y RICHT-OF: WAY LIt1E OF SE3-II -DLE L`-'A1i hUAU, (A 10(' t, E1:UC RfUIIT-Ole-I;AY AS MW E:ii'L:iLI:;1S?i), �:iI1, I_AS'—rL LY FOC%I' RI(31'1'-Or'-WAY AS ti(il ESTABLISIIED), S!:i!) !•I:.STE}±L`f V RICif,"OF•WAY Lit IE A!,;0 BE'IfIG 111 F�.S'I'L ?L'f RIGiIT-OF-WAX LIti-;-' li:+:;.!_ i,F.W .Y k,_:;c:, ia.:)J BEII.'C; TF-," LS:;!'i' ': 1+? .... r' AAY Ll: : OF' 1}{L•' 1'UPt•1i ? F'Ir`P,IDA BAST WAST RATUi Y RL 1!'!' O!' ;lAY; 1'1IF^IC'E t: r ,r rA r r,c W OF 111 FC>Rtll:k? I'. '?T,I E-A 1' CJAi>'I' RF..1.'✓Ih'. R.C.if .1 5r J'1:I 00• 1 r' 21'" FF:S"1', ALONG SAID M'AS'1'F`2LY T?JC:iT-C)F-WAY 1,1IIF: 26" cr r t_' 'L't v Sr,L.! Si�lY['F{ 00 17' �?.`)T, AL,Cdr(; ,:D 1' SI FiIC1i`I'-C1E'-P1A'f 7t' !IDLE ui E:Ar.7I .0AD, 317.`0 NL'F'I' lili:Ilr'E: I;:,:'i'?i R'J 4:'' S1" i' 1•l I[iCJLE ::r.A '. RO:i), 21 .50 h-'!' '1'.) Tli I':)IIIT W 4 1G�__T•1`, DEPA!1-7:5I:•' N'C IF•R' (fSAID LAZE, 192,'1-0 . :ii' c ti UU 1, IF..:`_ , A ,)i', wFrG IO or, E!'tY ItIPITtrG; 'II{Frir'., r! ;.!!r 00 17' .c" L•i- Cli.I:i Riuii'i' :L'-W',Y LLf9E:, 7.5.00 FLI:l'; ';iiEN_' 1i f;'i'!{ i3'l" •12' WEST, 75.00 FEE:1' TO A F'OltiT SITUATE.' C-:; TEE S'�il'1EH.ILY LMrIDAIRY 3.1" [AS`!', 1-4-P R"I'iiE, E'RrXt SAID EJAS ER1,V RI•:i!'!' C -WAY 1.111E, LI L CF C,:-".!! E,i c?"!? F.EF'L, ?', AS itc Y%!+.['::U I"I P`.::!' F>':C'1{ 46. i, r, , r CE r 2 '.; F `_1, Cr '1E'F. • R_11'1' ,Ul1L.0 RL•'C..-RD. ,F' JN'I"_; 1' .FS'! 1..1''I'; Ir_I IIRi t10R'1'.I 00' 17' amu" EJF5T, 'x.00 C'E�!' TO A 11F, r r s r r r r r pnrl' �i"'! c Pc)TPri Si'1'U:, E C':1 1.._. :r:CI'l'Eie?L`! EaRIDARY LN;L Gc- E:-i BREEZE: ti7I:I'11 89 4_2' 34" EAST, A1,C11C SAID S el'ii:ipi:L'f FJJtII)ARY I.!tiE x„ hrA'P, P.S R�'CCItL eD 111 P!.::'[' Ecc'K 4F., nAr;!; `;1, ("' 'r'rIE: CaJP.l:cll'1' P,I47) I'}{ } r' :F.L'i FR(.)L6tU F'!'iC{7, Ti{'1tFS]1', 13U ='F:i'i, 1-np.L OR IULiL!C: R1ECCiRDri. vF SAID CXjJNTY: '11iFTICY SCUiit b • 42' 34" WEST, ` LESS '1%) THE kii':f{ WAT 1( L Illi OF Till; A'111212i'1'1C '.a='F i!1; '!'!lEPli"'E III r • ¢f r r rr.'n r / r I:r, J:'.,:7 FEe^.' 1Y) EIE 101ItT �C r_„_.lr� , U :r il'.t. f,_ IX U[dUAf?= ..It_ 1 ^� A S(:{TIIE;!I,Y L'i! "i'luN A1.CirC; 'IlIE 1lrl_10Er+lIEG3, 1111 tECic•, / r* 3F';IN!rlfiG. lY J Q nk:l'. ....-._ '!} I'P 1.i'iF:°�k:G'i:O1! �;i'11 'IEE Lrtli” ti(MT-1 a9 EliSSI', E'Rit! 1'f!'r. H71tr'P r,r ?Il:j:i!rtiIti_; !iiF!iCE !; nS 1'i r!1<' _r•, ,-rRIL?FD CYti'I'A.IN n z'( ACP !.t^rZr r;Lt r.EL'S. y -:1 U'11! 89 11' }IES'!', Uc; ;7,r..n,; !'i%,A-! SAID 431 FELT, !-1,',RE OR 1,:SS 'P":` IG'i C'r' Fii;)?fiP;::;";. u v.) c• r r, .y. I.AfiL`S Bl;ICI� SUB.7MCi 1G F,t1 EASLl•llMi'P AS Sf.t C4'I[i Uli '['!ic 1•fA11 F--!,Ii r IIEINC MORE I'ARTIC'UI.ARLY DESCRII'E:D A5 FOLLi.4IS: �" LA1iC3 ".'flUi !,E:;:f±ii EU Lrrt r ACi:E-', !4_{•.._ gym: '.ESS. C'Ct 404CE A'I' '11ILe IfITFRSECTION OF TEIE: SCAJnERL BO(ItIDARY LINE C:`•' 7110SE IANIIS As UFE_C.'F l81x) ?:.FID RECX)RDF:D I{1 DED &)OK 7,17, P::GE 6, OF '1 kiE PUBLIC RECORDS C,F !:UVA!, (:+_ii 1!ITY, FL(JR I 1)A, WITH 4G' TIIfE E_'?S*ITTk.I.Y RIC'Ii'1'--OF-WAY LME: O'' SE2lIP10L.r: Hr :i k! R':)F.I), (A 100 FCJ71' R IGH i-OF-SIAY- AS MAI E91'ABL I S11L•-U), SAID EAS FFR,Y e RIGHT-OF-WAY 1-I10-: I,SJ fLM-3 TifLl z7-;TL-:RLY i±IG1i'i i):'-S,::Y LlliE esouiVO Q G')/ c' . t/6 OF III E FOPI-LER F-I ORIUA EF..�1' GTI, 1' RAIL.'IAY 'r:Il YI' r' ii::'_': 'PiEliC- `',C)f.I'1'E! 00' 17' 26" E'•.ST, ALCU3 SAID ?-T:S'!' il.Y RIC41T-01"-WAY LIME OF SL•2•SMME: SERC:! ROAD, 317.50 FEIN' '110 'lilt.' Pi,IN'1' ()i' Qpe V E!�JItiNII'I';; nIPICL C'i',tP1HME SOU'1'11 00' 17' 26" I'AiT, ALOtir; SAID LME, 30.00 FLk1'; TELTiCE IiOR'I'ti 89' 4"' Ell.:7I', DEFF.r PIPi,'; FRCi1 SAID 1,Y :cr3lrr :7r' r7,.': l llic, TEE110E NOT?'I'II 00" 17' 26" WEST, 75.00 I•'E:F.1' TO A Q (� 1,ji!,! S11UATL OII TEE SC><1'1'f1E1L;i BUJI DARY LIL'E OF C--'LAI(' BREEZE ^ V ! ?:}:J:P, ," FIE:'11•:I)1'.L III PLAT r=K •16, E:A,;1' 51, (-1 T:ii•: CURREIIT PUBLIC' RiCORDS CF SAID CCU[ITY; `1}!Flii:. {{)'1'H 89 .12' 34" WEST, A! diG SA.[D .`Xt)'I'}fE'tr.'f I3CAJNI]A[?i 1,IIIIr:, BO.rJO FG 11 v[i'i'}i hI\ C(J- 17' -�6" EMT!', DE1)ARTI!!':; FRCH `_AID J'AITHE'I`:LY BOiRMARY �wCLItIE, 45.00 I-T:E:l'; TilLtICE Si-'AYIII 89" 42' 3.1" WFST, 13/,8'/ FEF•!' B 4 GE A Al .4 E E Z Q B - ¢G �c..rY_.. O DFG�Ll � ° P • Q� 4z 3 4 kv. h�� / 92. B7' h� /l./. ®9 ° 42 ' 34 E• 4-�a � \ _ >. 6o ,t Off• fo' C.r~. ABN ON �D.PO p.B �EP. O.L. IJ 0 0 o V �� � 7) � W • Q (� f� �O/,V 7` PF BEG/.V.V/A/Cr O h \ Q �} /P C L� L r •• A U ; \ p � "EAsE/nEvr" \ AAh SwT NAl4 CAP r\ W ¢z• 34" t-V /3t.07 G' DAK N N N o v a 4 Scr i.p V btiK A-1 390 ¢2 3 4 - &7 /9 2 . 8 -7 s Pr s 3 B-T 7 1�3 or'v G lheer7 ��-- a.SCoMC• 1 l Q� Cume& t. Poi.�7' DF B�Gic%vi�c`/G BEF]R/N�s S BASE'p ON 7x/E B7A7'6" a� FLpR/Qq LJE.a7: D� .V,4TU.•?.gL-. �E�pG/�CE`5 COA577AZ- 1*74A Z?Ar,�-d 74_ic,• I HEREBY CERTIFY THAT rHE LnT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE X,Ao f"EAS SHOWN ON FLOOD INSURANCE RATE MAP oa i a POR THE CITY OF .47'1-AN T 1c- FLORIDA, OA TED 4-1-7-89 dcACN ALL AMERICAN SUR VE YOrRS, INC . LAND SURVEYORS - 4220 HOOD ROAD - JACKSONVILLE. FLORIDA, 32257 - 904/268-4155 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY =JF' RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO 0 CONC. MON. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN 1-4 HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE 0 IRON COR. FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 479.Q27, AI (SE r WI TH CAP FLORIDA, STATUTES (• OL B .3857) AMEf,I CAN JAMES O. HARRISON Jho.• P. L. S. No. 2647 SUP VIE —x—FENCE N O IRON COR. �p c (FOUND) S CALE_ �y 1-9 ® CROSS CUT IST EO SURVEYO STAT£ OF FLO ZOA8 9� - F. 8, --114- ; 30 �- ORDER NO, 9f7 26 9 9