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7th Street 342 V lu cl ci z cl 0 -q (P 10' SETBACK cQ co .0 in co Z11- VERIFY SETBACK LINES co PRIOR TO CONSTRUCTION 0) 0) LH pq A LIA CIA F- 0 LIA LLI LL _-3 51TE FLAN C"A C-3 for V. THE GHELEF�TEF RE61DENCE a t 342 6 VENTH 6TfREET U ATLANTIC; 5EACH APPROVEP [Y OF ATLAW�U", �' "' 1 :_3 20' 55 ell C�o CK E3UILDING t-3 nQ3 Q) EP CO 16' DRIVE Q) AYR I L% Q) -*--) 0 sEp 1991 01 Of Building and Zoning DRAWN -BY: 5 T fR E E T DESIGNED BY: E3jc; SCALE: 10 0 DATE: AUG. 5,1<3�33 JOB . NO. SHEET" NO. /of 34'-4' V CA W tu 32'-4' 20�4' lr7'-4' 2'-4 U1 >: E �u (L 0 . . z 4'X4' POSTS CK 14'2 KcJ'O 30'0">�10'0' >: >: I .......... 07 0-) Ln I I& — 7 1� — — — — — — — — — — — — — — — — - J 6106 ATRIUM W& ATRIUM &V' ATRIUM 0 oil- C4 t r 2020 OCT. ------------- SQUARE FOOT P IN ING CIA A/C 14'10'xl2'0' 14'2'xl4'0' MASTELR C4 (1,5t FLR) 1223 V C 1-C-4. c"t 5UITE (2nd FLR.) 1002 C4 i:4 FILE I i f f- i I WOO 14'2'xl5'2' 8' D IA COLUMN ON SU5-TOTAL 2225 Ln 12'X[2' BASE IMORCHEWOECKS GARAGE 36 xtov 'v* TOTAL TUB u -ad 3�-O 13'-2' c master c%4 C.4 ba th 2101 K =1 )h� -T 4) r 1 4" COCO cn CA 10 C:—G. I u (c14 IN 21 11 2'e LIVING; 14'10'x20'4' 4'0 C4 ATTZ . f 9' C L G. in Ln 1,-(0 41 Y-8 3t-- I L..-�-- - 0 C4 0 ow. E-4 2161 Nk L (n 14 2'x10"a' 11'2'xl2'2' 3 C14 8' CLG. �- -4-4—- c� OFE)ROOM ,02 14'2'xI`I Q)' cj) 4& <1 :L TI-E N C4 =j VINYL 304.4 SH 2020 OCT. 305 SH T— 6�40WER w 6� v!c t�- 20-igg r 2'-0' 111-101 12'-2@ 2'-6' ALL 15-<F60c S 51-2& 21-41 11-10, -5/�Akt- COIVIPI-Y yVir1V A 6) 21a, uj/ tr-L 1/2 LITE 321-41 WH 14 ATV 3 CA 31-61 L 311�82 1 31-81 GARAGE 21WIP" C4 0, CIA El Q) 5ECONZ) FLOOR FLAN 0 Q) I DRAWN BY: 161,401 O.H. MJF=' 2�c� DESIGNED BY: P-4-1 2'�10- 3'-10' III-of 111.04 811-01 221-01 SCAIR -321-41 1/41 = 11-0111 DATE: I 5EFT. JOB No. SHEET NO. 0 TUB '7 FIReT FLOOR PLAN '9 I of 5 '�j fu -1 In > 0 8' PLATE (CANTILEvER EAVE) rL cQ 0) 10 Ito lw I t_ WO)OD SIDING WOOD SIDING CD 2nd FLOOR V_ 9' PLATE WOOD TRIM WOOD TRIM Ist FLOOR 0 ]z L E V A T I JLILI 0 rn A 0-) BUILT-UP FIBERGLASS SI­4INGLE5 FLAT FROOF on- 8' PLATE (CANTILEVER EAVE) METAL DRIP ON I'X2' 0 NAILER OVER 2'X(o' 00 FASCIA WRAPPED W1 ALUMINUM WOOD TRIM FRIEZE 15CARD Q) PRE-FAB VENT 22rid FLOOR 9' PLATE "ORIZ. WOOD 8' PLATE_ LAP51DING Q) HORIZ. 000D I_ LAP 511I)ING DECORtATIVE Q3 WOOD TRIM WOOL) TRIM 00 FOYEEIR FLOOR J4 ------ ----------------------- DRAWN BY: APF-RO)X..Gp.ADE-' E3JC DESIGNED BY: SCALE: _ F RON T ELEEVAT ION 1/4u = 11-04 DATE: JOB NO. S 31513 SHEET NO. A2 of CIA 0) -4 CY cr) V In 40 r- 0) 0) 0 0 LU cn A F T 5 E L E AT ION 0 LLI E-4 :3 —1 En L No)TF= I J FOFR ALL, NOTES, MATERIALS 4 DIMENSIONS sli SEZ FRONT 5LEVATION ON SHEET A2 OF 5 co CU Q) CID 71 ts> QL) d) (Z21 BHOU;r:R 000 L Li DRAWN BY: E3jc; DESIGNED BY: SCALE. 1/40 = 11-01 H T, E E L F. A T I DATE: AUG. 5, ls<n JOB NO. SHEET NO. 0 '43 of 1141A r Lu Lu z lu cQ co 'o in 0 V­ 2xI0's 0 24' O.C. CLIP TO 131-AM W1 TS-12 STRAPS 21-:1 32'-4' 11341-44 LC5 44 BASE ANCHORS W-6 CLITO A' 13EAM r-- — — — — — — — — — — — — — — — — — -- 4' GONG. SLAB WX 0' TURNED VN _>OLLN EDGE W1 r4l c,4 (1) 04 CONT. — — — — — — — — — — — — MDR ............... 0 LU ck CONV. F=RAME W1 2'xb's I (2) 1 3/4'xll -1/8' MICRO-LAM (3) 0 STUDS 6 EA PEND -3 Z LIN GRDR. 'SIMPSON' HD2 WOLDDOWN W/ 5/5' GF!DR. ANCHOR BOLTS EA END CIA _j c', (P FLAT (j) RnOE 8' TURNED DN. TRUSS LAYOUT 18 FOR REFEREMCE ONLY THICKENED CURE3 Ll�b ACTUAL LAYOUT TO BE DETEFRMINED BY TRU55 ENGINEER 0 131-81 4 -(01- 1 cl I FL�j— -1 L F- Q) > 3 I/5'xI3 1/?' GLULAM UFFER ROOF: TRUSS LAYOUT W1 H-6, CLI" * BEAM t 21-101 Iro'-4' too �-4' -48 32'-4' _ ._34014' f=LCCfR TRU,55 4 Q) LOWER IR00f= TRU55 LAYOUT POUNDATION FLAN Q) 0 Qj I DRAWN BY: mip DESIGNED BY: SCALE: 1/8 1 -0, DATE: SEFT. 8, 1'3'33 JOB NO. SHEET NO. E z 0 L L rL- - L Th A4 of r:;, N OTES STUD RE-QUIR MENTS - FOR _.#2 SPF ALL TOP PLATES #2 YP OR #2 SPF 8 HIGH EXTERIOR WALLS ' (MIN 2x4-16" O.C.) 0 * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS 0 * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8*,9' OPENINGS Of * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS w BASE MOULD ui 3/4" PLYWOOD SUB-FLOOR z 91 HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) 2%4" BOTTOM PLATE Ld 12 PROVIDE VOID FOR 2"x4m 0 FIBERGLASS SHINGLES ON * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS BAND AT ALL TRUSS ENDS 15# FELT OVER * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS z 1/2" PLYWOOD SHEATHING ON SEE ELEVATIONS * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF- 8',9',10' OPENINGS 2"x6" 's 0 24" O.C. * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS ALL FILOOR TRUSSES SHALL 20" MIN. DEEP WOOD FLOOR (NAIL SHEATHING W1 8d RING V-6" 'oloG 2%8" CJ W/ "SIMPSON" Hl BE: 1/2" SHORTER THAN TRUSSES 0 24" O.C. SHANK NAILS @ 4" O.C. ALL ?J� HURRICANE CLIP 0 EXT. WALLS FOUNDATION DIMENSION, AT EDGES & 8" O.C. IN FIELD 10, HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) EXTERIIOR WALLS, TO ALLOW R-30 INSULATION W/ FOR WALL SHEATHING TO METAL HURRICANE CLIP 2" POSITIVE AIRSPACE RUNI CONTINUOUSLY PAST 1/2- GYPSUM BOARD AS NOTED * 2-2x4 STUDS CONTINUOUS ON EACH SIDE' OF 2',3' OPENINGS TRUSS ENDS UNDER SHEATHING * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS GALV. METAL DRIP ON * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS (2)2"x4" TOP PLATE P.T. 1%2" NAILER ON * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS 1%8" CEDAR FASCIA (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) ON 2"x6" SUB FASCIA (2) 2%4" #2 TOP PLATE lip HIGH, EXTERIOR ' WALLS (MIN 2x6-16" O.C.) (2) l"x6"s ON"; TYPICAL WALL SECTION W/ C FINUOUS 5�8" GYPSUM BOARD SCREENED VENT v-4 * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS .3' OR LESS AT SECOND FLOOR 1/2" GYPSUM BOARD * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4 ,5',6',7',8' OPENINGS 1"x FRIEZE BOARD * 3-2x6 'STLJDS CONTINUOUS ON EACH SIDE OF ,9',1O',11',12' OPENINGS SCALE: 3/4)? 1 1 0jo W/ OPT. CROWN MOULD * 4-2x6 STUDS CONTINUOUS ON EACH sibE OF 14',15',16' OPENINGS z 12" HIGH EXTERIOR WALLS (MIN 2x6-16- O.C.) SMOOTH FINISH STUCCO ON < .. I _j 0 METAL LATH ON SHEATHING a_ 0 OR WOOD SIDING OVER "TYVEK" ui * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS VAPOR BARRIER OVER w * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS 2"x4" SPF #2 0 16" O.C. (n * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS * 4-2x6 STJDS CONTINUOUS EACH SIDE OF, 11',12',13',14' OPENINGS 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) 1/2" OSB SHEATHING CONTINUOUS 2x8 RAFTER BLOCK ALL EDGES CONTINUOUS L-Li NO HORIZONTAL BREAKS BETWEEN FLOORS R-11 BATT INSULATION GUSSET PLATE NAIL W/ 8d GALVANIZED COMMONS 0 4" O.C. ALL EDGES & 8" O.C. IN FIELD 0 C/-) LLJ STUD REQUIREMENTS FOR "SIMPSON" Hl HURRICANE CLIP cj::� Q (2) 2x4 C) v) EXTERIOR VAULTED WALL AREAS F__ L.LJ 2x4 KICK LEG. DO NOT USE GABLE END TRUSSES 2"x4" P.T. BOTTOM PLAT 2x8 RAFTER W/ LLJ 1/2"x8" ANCHOR BOLTS @ O.C. SIZE & SPACING OF STUDS SHOULD BE DETERMINED I-_ BY SPECIES & GRADE % HEIGHT OF WALL (2) TOP. PLATE BASE MOULD ch-, 0 LLJ ALL STUDS IN E_X_TERIOR VAULT D WALLS E 4" CONCRETE SLAB W1 C) LLJ MUST BE CONTINUOUS TO BQTTOM CHORD- * 8" C.M.U. HEADER BLOCK GRADE \34 FIBERMESH REINF. OF VAULTED TRUSS OR RAFTER MEMBEB CD 8" C.M.U. FOUNDATION WALL C\2 C/D lx4 BRACES 0 48" O.C. 8' L > 6 MIL VAPOR BARRIER OVER BEARING TREATED & COMPACTED FILL Co WALL 00 1 #5 CONT. 0 C) 10%20" CONCRETE FOOTING SPLICEDETAIL W/ 3 #5's CONTINUOUS 1 #5 @ 4' 0.C. 20#0 to SCALE: 3/4" V-7 P=:l Ln co ST� DS COr -INUOUS TO BOTIOM 1 - STORY WALL SECTION _d CHORD CF VAUL - MEMBE� -4 SCALE: 3/4" 11-011 0 4" CONCRETE SLAB W/ 0 44 FIBERMESH REINF. 6 0 2N4" P.T. BOTTOM PLATE W W LA 1/2N8 ANCHOR BOLTS @ o" O.C. 0 BASE MOULD NOT TO SCALE < 8" C.M.U. HEADER BLOCK 2 #4's CONTINUOUS GRADE FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER 4" CONCRETE SLAB W/ TREATED & COMPACTED FILL 8" C.M.U. FOUNDATION WALL 6 MIL VAPOR BARRIER OVER --=31 :> TREATED & COMPACTED FILL .1-1 1-4 THICKENED SLAB 1:00 E_ 16 SCALE: 3/4)1=1 1-0 f) 10'*x20" CONCRETE FOOTING 1 #5 CONT. 2"x8" QZItfNG JOIS 0 a) $-4 W/ 3 #5's CONTINUOUS 1 #5 @ 4' 0.C. rn (n X 0 1 20" 2%4" 2 - STORY WALL SECTIOU 1 #4 CONT. SCALE: 3/411 o" 4" CONCRETE SLAB W/ FIBERMESH REINF. DRAWN BY: BJC DESIGNED BY: 6 MIL VAPOR BARRIER OVER Bic TREATED AND COMPACTED FILL SCALE-. 3Z4 1 —0 DATE: TRAY DETAIL 4" CURB I SEPT. 8, 1993.. JOB NO. SCALE: 3/4"=V-0" SCALE: -3/4"=V-0" 93 1 159 SHEET NO. z z 0 i P-4 E 7RE R OV TED FILL tyll, - A5 of 5 I-pop I r7A 4F TO FLOOD UP5TAIRS r — — — — — — — — — — — — — — — — — — — -- - W) CD TO FLOOD DOUNSTAIRS CHANDELIER FAN CD Q= '10 —QF r- - - - - - - - - - - - - - - --i Af Ll L FAN 0 Li L s—_ M(P — — — — — — — — — — — 0 0 (j) 10 W. TO L G�-T c- COUIN A R, L I I FAN qp JUH rQ L SECOND FLOOR, ELECTRICAL FLAN FOR FUTURE GARAGE 4wtp 6 co DOOR OPENER 0 DRAWN BY: mip DESIGNED BY: SCALE: 1/4 11-04 DATE: JOB NO. f= [ R&T FLOOR SHEET NO. ELECTRICAL f=LAN z 0 L L - - - A El of I