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Park Terrace East 1585 16'-6" — gQ#1d floods SHEAR WALL PR 3050 SHEAR WALL #2 — (2) X10 • _ _ — — — _ — — — — — — — MTS27B MTS27B o 20" X 10" CONC. FOOTINGTRAY CEILING 00 Q TO 9' W/ (2) # 5'S CONT, - TU RN OUTSIDE BAR AROUrID CORNER - 25"MASTER 8" BLOCK FOUNDATION WALL � ttt t F\ I I FILL ALL CELLS W/ CONC. BEDROOM I I tl II I I • # 5 VERT. DOWL 0 CORNERS I ' t t oI It I I AND 0 8 0.C. 3: I 2X6 RAFTERO 24" O.C. Ceil, t _ fan ( I cin I I I I � I t l t 4" CONC. SLAB W/ t I 6X6 10/10 w,W,M. I t t I I I I I ON VISQUEEN 2X6 CEILING I I I I I t JOISTS ® ATTACHED I I t TO EACH RAFTER I X N tI lro 1 v � , \ - - _ _ - -- � t I I t 2, WALK IN CLOSET i ;a I I I t I I Ln in iA I I t II "Lnco LnI XI CN Cq o x C14 ' ...- T I I I I I I I (VI HB 2 2'-11" I I I t l I t I WALK IN CLOSET I O X LINEN -- -- WH i I I I I I I Q) 00 X .F. I HB EI . I I I I • I 2 I 1 STEP EIL � I�0 t POCK 3'-4o 1 X 3 6'6" HI WALL W/ SHELF POST EXISTING I� o2oSTAIRS p\� JACUZZIE a) FLOOD0 w� II I t II •ItI I It ItI I lI II I I G1 & 2 6'-6 GO��lsI , C►,��k 2'8 NEW 3;^ ALUM. MN � DESK III ItIt I II x I cr I t c DOOR 04 a -- --w -- ATTACH DOUBLE G STUD TO BLOCK / ���\J�`' ATTACH DOUBLE 2'4 6 ® TOP, BOTTOM AND DRILL AND EPDXY # 5 / 4A STUD TO BLOCK MIDDLE W/ 1/2" \ N6" INTO EXISTING & ® TOP, BOTTOM AND TO HALL 8" BLOCK W/ BOLT DRILLED AEPDXIED IN BLAND K EXTEND 12' INTO NEW MID\ / BOLT DRILLED AND LIGHTS FILLED CELLS \ / EPDXIED IN BLOCK BLOCK TO REC ' � lr BE REMOVED \ / FOUNDATION PLA N FLOOR PLAN \ / 2X6 OVER FRAMING Quit 1 2 1999 ® 24" Q.C. City of Atlantic Beach \ / D 41P,P R pV � Building and Zoning elly of ��TNGNo���c CH jut. FLOOR PLAN, FOUNDATION, & ROOF PLAN R 0 0 F P L A N �rSCALE: DRAWN BY REVISED: 1/4" w 1'-O" J I M G I L L I A M DATE: 6/21/99 PHONE NUUEWR 904 249 0072 REVMD: ADDITION TO THE CROFT RESIDENCE THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 oRAWING NUMBER OF 3 FOR A l 10 MILE. PER HOUR WIND LOAD ATLANTIC BEAC H, F L O R I D A ONE NEW ROOF TO TYPICAL ANOD. ALUM BLEND W/ ROOF VENT EXISTING ROOF ca ' z I I NEW SAVE TO LINE W/ r I V) AND MATCH EXISTING FASCIA w I NJ I I � I c I I _ — I I 1 I GLASS BLOCK EXISTING NEW (� "J �V W E S T E L E V A T 1 0 N 12 4F7 DOOR TO PROFILE OF HALL EXISTING HOUSE STUCCO FINISH P,T. WOOD STAIRS NEW MASTER BEDROOM EXISTING PER AS REQUIRED ADDITION HOUSE OWNER THESE PLANS DESIGNED RER STANDARD FOR HURRICANE EAST E L E V A T I O N N O R T H E L E V A T I O N RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 FOR A 110 MILE: [DER HOUR WIND LOAD E L E V A T 1 0 N S SME: 1/4 1'—O" DmwN w j I M G I L L I A M REVISED: DATE: 6/20/99 PNDNE NUMBER 904 249 0072 REnsED: ADDITION THE THE CROFT RESIDENCE DRAWING NUMBER OF 3 A T L A N T I C 8 EA C hl F L 0 R I D A TWO 2X8 RIDGE FIBERGLASS SHINGLES ON 2X4 COLLAR 15# FELT 2X6 RAFTERS BEAM 7/16" OSB SHEATH. --- 0 24" O.C. STAGGER JOINTS — INSTALL PER CODE W/ MET. SPACERS & 8d NAILS 6" O.C. (4" O.C. W/IN 4' OF GABLE ENDS) AT ALL SUPPORTS r MIN. (4) 10d NAILS 2X6 CEILING JOIST 0 EACH BATT INSULATION CONT. 2X4 BLOCKING RAFTER CUT BETWEEN HDPTD2 MATCH EXISTING EAVE DETAIL------": STUD--TO—PL ANCHOR 5PT24 7/16 OSB SHEATH. W/ 8d NAIL 0 6" 2X4 STUDS 0 16" O.C— O.C. 0 EDGES & 12" O.C. 0 FIELD STUDS MIN. INSTALL PER W/ METAL SPACERS R-11 BATT. INSU L. WATER PROOF STUCCO SYSTE `I` STUD—TO—PL CONNECTOR 'V SPT22 MIN, 1/2" DIA. "A" BOLT 0 48" O.C. & W/IN 6" OF CORNERS, EA. SIDE OPENINGS & EA. SIDE 4" CONC. SLAB W/ OF PL SPLICES 6X6 10/10 W.W.M. ON VISQUEEN P.T. 2X4 PL ON INSUL. A '4 GRADE VARIES ------CLEAN, COMP., • CHEMICAL TREATED FILL DIRT 8" BLOCK FOUNDATION #5 VERT, 0 CORNERS & � WALL FILL ALL CELLS r 0 S' O.C. W/ 6" HOOK W/ CONC. INTO FTG. 0 12" INTO SLAB ' 20" X 10" CONC. FTG. 4 a .. •, W/ (2) # 5'S CONT. SEE FOUNDATION q W A L L S E C T 1 0 N s c a l e 3 / 4 — 1 0 FLOOR PIANS AND FOUNDATION SCALE: 1/4" = 1'-0" DRAWN J I M G I L L I A M RensEn: DATE: 6/21/99 PHONE NUMBER 904 249 0072 REVISED: ADDITION TO THE CROFT RESIDENCE THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL, CONSTRUCTION SSTD 10-93 DRAWING RUmWR OF 3 FOR A l 10 MILE: PER HOUR WIND LOAD A T L A N T I C S F A C H. 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