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SEMINOLE ROAD 2377 2379 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 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 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.•'• 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 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-� , 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 904-24 7-- 70 72 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.