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110 & 114 JACKSON RD - ATTACHED HOME DRAWINGSTOWN OUSES 110-114 JAC 1i KSON ROAD ATLANTIC BEACH, FLORIDA A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT. ALTERNATE ALUM, ALUMINUM AWN. AWNING WINDOW BLK BLOCK BOT. BOTTOM BLDG. BUILDING B.U. BUILT-UP CAB. CABINET CPT, CARPET C.I. CAST IRON CL. CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONC, CONCRETE G.M.U. CONCRETE MASONRY UNIT CONT. CONTINUOUS C.J. CONTROL JOINT CFm CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DISP. DISPENSER DN, DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.G. ELECTRIC WATER COOLER E.W.N. ELECTRIC WATER NEATER MIN, MINIMUM EL. ELEVATION N.I.C. NOT IN CONTRACT EXH. EXHAUST N.T.5. NOT TO SCALE EXT. EXTERIOR O.C. ON CENTER F.G. FI5ERGLA56 OPNG, OPENING FIN. FINISH PT PAINT FIN. CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED F.D. FLOOR DRAIN Q.T. QUARRY TILE GALV. GALVANIZED REINR REINFORCED GL. BK GLASS BLOCK WINDOW READ, REQUIRED GWB GYPSUM WALL BOARD R. R15ER HDW. HARDWARE RD. ROOF DRAIN WGT. WEIGHT S.N. SINGLE HUNG WINDOW HORZ. HORIZONTAL 514T. SWEET N.B. HOSE BIBB 5111, SIMILAR H.W. NOT WATER 5L, 5LOPE I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS IN5UL. INSULATION STL, STEEL JAN. JANITOR TWK THICK JT. JOINT TSG TONGUE AND GROOVE LAM. LAMINATE (D) TYP. TYPICAL LAV. LAVATORY VERT. VERTICAL M.Q. MA50NRY OPENING V.C.T. VINYL COMPOSITION TILE MATL. MATERIAL W.I.C. WALK-IN CLOSET MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD MECW. MECHANICAL W.W.M. WELDED WIRE ME5W MTL. METAL W.C. WATER CLOSET M.P. METAL PANEL UR, URINAL UJIND LOAD5 CALCULATIONS: A-1 WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2) A-2 BASIC WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXP05URE CATEGORY: EXP05URE CLA551FICATION: MEAN ROOF WEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPW I C ENCLOSED 11 FT. 30.25641 DEGREES (1:12) 4.0 FT, COMPONENT AND CLADDING WIND LOADS A-4 ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOA--)(PSF) 1 10 16.1 -18.0 1 20 16.2 -11.0 1 50 15.6 -16.0 1 100 15.1 -15.0 2 10 16.1 -21.0 2 20 16.2 -20.0 2 50 15.6 -19.0 2 100 15.1 -18.0 3 10 ,6.1 -21.0 3 20 16.1 -20.0 3 50 15.6 -19.0 3 100 15.1 -18.0 4 10 18.2 -ISO 4 20 11.4 -19.0 4 50 16.3 -11.0 4 100 15.5 -110 5 10 182 -24.0 5 20 11.4 -22.0 5 50 163 -10.0 5 100 15.5 -19.0 DE51GN OF FA5TENING5 OF WINDOWS AND DOORS IN THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES 5 NORTH INDICATES DRAWING SECTION X A - SHEET NU SECTION SILT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES 9 MAX. V-0" O.C. FLOW > GRADE KIM M ,;, �i\// BACKFILL FENCE AFTER PLACING FENCE &M-111111" - Wil w SCALE: 3/4"=V-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. DIRECTION OF NORTH ;ER WHERE DRAWN DETAIL X DRAWING NumBER ,Q- SWEET NUM�ER WHERE DETAIL 15 RAWN A ELEVAT ELEVATIONS D A-5 B�- SHEET 1` A DOOR �) WINDOW 0 LETTER SER WHERE 15 DRAWN 01, IMFIEFVIOU5 SURFACE CALCULATIONS: A-1 AREA: A-2 EXISTING: POST C-ON57RUCTION: LOT A-4 3,906 5F. 3,906 SF. HOUSE A-6 - 1,193 5F. CONCRETE, (CARPORT, DRIVE, WALK ETC.) 5-2 - 356 5F. EQUIPMENT PADS E -I - 9 5F. TOTAL IMPERVIOUS SURFACE AREA CREDIT / UNIT 0 11121 5F, 1,558 5F. �o IMPERVIOUS W 28.9 39.9 �d REMAINING 242 5F. COVERAGE INCREASE IMPERVIOUS = 4315F. RETENTION REQUIRED: v_CAR/12 V=.6 x 431 S.F. x 93/12 = 200 CF. RETENTION SHOWN =--- CF. 31.25' 31.25' I I I I rl I i } 1 I r I! r I i I I I 20'-0" REAR YARD 5ET5ACK -� I i r I �;---------------------------------------!-----------------------------------------r 11 I ' I I � } I , I , UANAI LANAI } i I 1 1 I i I } I`\ I I \ / } \ ,/ I I I I I ` I � I I I I I I I t } 1 I I I I I I ------ ---------- - ---------- ------------- - ------------- I u,a.a_---------- Sorg f )om UAA I I I I I vI" _qLu I �� I I K[TWEN � I 1 ® 1 4 }a II , I I � W T � AM- I , -u- --------- _____ _____-_ J 1 10 palm (a H Palm } _______ ' ______- I i I FDYER 14FOYER,( I I (Lz (Lz u W tuI I ©� ncit l - - - - f ; U, u.: U, LL: I _ _ POR--tt4� I I } I -- L- -- 31.25' JACKSON ROAD INDEX OF DRAUJING6 T -I TITLE SHEET, SITE PLAN, DATA A-1 FIRST FLOOR PLANS A-2 ELEVATIONS A-3 ELEVATIONS, VENTILATION PLAN A-4 FALL SECTIONS A-5 LUALL 5ECTION5 A-6 DETAILS 5-1 STRUCTURAL PLANS 5-2 NOTES, SCHEDULE, DETAIL5 6-3 OPTIONAL HOLDDOLLIN SYSTEMS E -I ELECTRICAL PLANS, LEGEND -- K7**N61TEFLAN ltl�u SCALE: 1/8" = I' -011 AIR CONDITIONED AREA FIR5T FLOOR = 104 5F. SECOND FLOOR = 93.1 5.F. PORCHE5 = 3015F. GARAGE = 185 S.F. 5ULDING GOIDE 5UMMERY CITY OF ATLANTIC BEACH ZONING CODE FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 so %REVISIONS d Q U � 0 0 Qom� x w�U �uW 0�� u 3�°z o4� H om� H DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. JACKSON T-1 11025 O U cn CJS N In En aM U � wg� �¢w 0 W H �4 W DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. JACKSON T-1 11025 TOWN HOUSES 110-114 JACKSON ROAD ATLANTIC B: AE35IR VIAT[CN5 GALCULATiCN5: A-1 WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2) A-2 BASIC WIND SPEED: WIND DE51GN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE. (30-45 DEGREES) EDGE STRIP 130 MPH I C ENCLOSED 21 FT. 30.25641 DEGREES (1:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS A-4 ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(nF) A.C.T. ACOUSTICAL CEILING TILE E.W.H. ELECT IG WATER HEATER MIN. MINIMUM ADJ. ADJACENT - EL. ELEVATION N.I.C. NOT IN CONTRACT A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.S. NOT TO SCALE ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER ALUM, ALUMINUM FG. FIBERGLASS OPNG. OPENING AWN, AWNING WINDOW FIN. FINISH PT PAINT BLK. BLOCK FIN. CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE BOT. BOTTOM FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE 13U. BUILT-UP GALV. GALVANIZED REINF, REINFORCED CAB, CABINET GL, BK. GLA55 BLOCK WINDOW READ, REQUIRED CPT. CARPET GWB GYPSUM WALL BOARD R. RISER C.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN CL. CENTERLINE NGT. HEIGHT S.H. SINGLE HUNG WINDOW C.T. CERAMIC TILE HORZ. HORIZONTAL SWT. SHEET C.W. COLD WATER H.B. HOSE BIBS SIM, 51MILAR CONC. CONCRETE HA HOT WATER SL. SLOPE C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS CONT. CONTINUOUS INSUL. INSULATION STL, STEEL C.J. CONTROL JOINT JAN. JANITOR THK. THICK C.F.M. CUBIC FEET PER MINUTE JT. JOINT TAG TONGUE AND GROOVE DH, DOUBLE HUNG WINDOW LAM. LAMINATE (D) - TYR. TYPICAL D15P. D15PEN8ER LAY. LAVATORY VERT, VERTICAL DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG. DRAWING MATL. MATERIAL W.I.C. WALK-IN CLOSET EA. EACH MAX. MAXIMUM URICsWB WATER RESISTANT GYPSUM WAL ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL _ W.C. WATER CLOSET M.P. METAL PANEL UR URINAL UJIND LCAD5 GALCULATiCN5: A-1 WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2) A-2 BASIC WIND SPEED: WIND DE51GN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE. (30-45 DEGREES) EDGE STRIP 130 MPH I C ENCLOSED 21 FT. 30.25641 DEGREES (1:12) 4.0 FT. COMPONENT AND CLADDING WIND LOADS A-4 ZONE EFFECTIVE WIND AREA (5F) ADJUSTED WIND LOAD(nF) 1 10 16.1 -18.0 I 20 16.2 -110 1 50 15.6 -16.0 1 100 15.1 -15.0 2 10 16.1 -21.0 2 20 16.2 -20.0 2 50 15.6 -19.0 2 100 15.1 -18.0 3 10 16.1 -21.0 3 20 16.2 -20.0 3 50 15.6 -19.0 3 100 15.1 -18.0 4 10 18.2 -19.0 4 20 11.4 -19.0 4 50 16.3 -11.0 4 100 15.5 -110 5 10 18.2 -24.0 5 20 11.4 -22.0 5 50 16.3 -20.0 5 100 15.5 -19.0 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES ED6gE STRIP EDGE tL ACH9 FLORIDA SILT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES to MAX. 6'-0" O.C. FLOW > GRADE BACKFILL FENCE AFTER PLACING FENCE STAKED TURE)CIT""'r BARRIER I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. NORTH INDICAT S DIRECTION OF NORTH DRAWINd NUMBER SECTION X A- SHEET Nt MBER WHERE SECTION IS DRAWN DETAIL X DRAWIN NUMBER A- SHEET MBER WHERE DETAIL I DRAWN A ELEVAT 4 ELEVATIONS D -5 Bim- SHEET r L DOOR O WINDOW nA LETTER SER WHERE 15 DRAWN (9? _IMFEIRVICU5 5URFACE GALCULATiCN5: A-1 AREA: A-2 EXISTING: POST CONSTRUCTION: LOT A-4 3,906 S.F. 3,906 SF, HOUSE A-6 - 1,193 SF. CONCRETE, (CARPORT, DRIVE, WALK ETC. 5-2 - 35(0 S.F. EQUIPMENT PADS E-1 - 9 S.F. TOTAL IMPERVIOUS SURFACE AREA CREDIT / UNIT 1,121 SF. 1,558 SF. IMPERVIOUS CA ! 28.9% 313.9% REMAINING 242 SF. COVERAGE INCREASE IMPERVIOUS -- 4315.F. RETENTION REQUIRED: V=CAR/12 V=.6 x 431 5F. x 93/12 = 200 CF. RETENTION SHOWN : - -- C.F. 31.25' 31.25` I I I } I ! I I !t 1 i --- I-------------- 20'-0" REAR YARD SETBACK i I I 1 I t 1 ' I � I LANAI LANAI ----------------- I 1 1 1 1 I I I 1 I 1 1 � { \\ ' I I I I 1 � 1 I I j I 1 1 , I -- -- -- r "DDINWM + i 1 v ! i 1 V) t Prim I----r-----r--- , ----T---- I ! -I____ I I { i L,.t , 1 _a ' I I I K( GEN I ------- --------- to ------- to ------- i i 1 i 1 i I i I i - 31.25' '25 JACKSON ROAD INDEX OF DRALUING6 T -I TITLE SHEET, 51TE PLAN, DATA A-1 FIRST FLOOR PLANS A-2 ELEVA'T'IONS A-3 ELEVATIONS, VENTILATION PLAN A-4 WALL SECTIONS IL� WALL SECTIONS A-6 DETAILS 5-1 STRUCTURAL PLANS 5-2 NOTES, SCHEDULE, DETAILS 6-3 OPTIONAL POLDDOUIN SYSTEMS E-1 ELECTRICAL PLANS, LEGEND uj CA ! I II I � I n 1 II ------------- - I I (L Z I I t w LLI a u� i ,-- 1 i 1 i I i I i - 31.25' '25 JACKSON ROAD INDEX OF DRALUING6 T -I TITLE SHEET, 51TE PLAN, DATA A-1 FIRST FLOOR PLANS A-2 ELEVA'T'IONS A-3 ELEVATIONS, VENTILATION PLAN A-4 WALL SECTIONS A-5 WALL SECTIONS A-6 DETAILS 5-1 STRUCTURAL PLANS 5-2 NOTES, SCHEDULE, DETAILS 6-3 OPTIONAL POLDDOUIN SYSTEMS E-1 ELECTRICAL PLANS, LEGEND 51TE PLAN SCALE: 1/8"=V-011 O H v w P-4 AIR CONDITIONED AREA Q, u FIRST FLOOR = 104 S.E. SECOND FLOOR = 931 S.F. PORCHES = 3015F. GARAGE 185 SF. I t I II f ri I 1 I 82� COMMUNITY DEVELOPMENT DENIED 5ULDING CODS SUMMERY - CITY OF ATLANTIC BEACH ZONING CODE FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 REVISION <C O H v w P-4 N M w x Q, u � I� � w � g � DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. 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I I t4Lj- 1 II II t d II i 1l It 11 h II II II B X I _ I ll I I i fl I I I n�i I I �E1 NI N It I 1 I I it II q II 58 H H N H { I I 1 i p L==� 1 �i== �- 2x I I ' I ' ---f-------------------I---= I 1 -----------------J � 1 I I 0Q ------------ '---- } l l f I I I I I I I } I I I I 1 t I } I I L-------- —� � 14 I LA WALL t l i i OM 2 - 1 In I ' I I I i I 5TAI I I I I A-4 I I L ---------------------H l I I w I I 1 { fn I A-5 3' -9" 3'-6" I I ' � tJ►J.1.�. � � \ I I cID I I I I I I I_ -- I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 t I I I i l L--- ------- SECOND FLOOR F AN SCALE: 114"0'-0" A/C AREA : 931 SF. r- 2 HOUR RATED WALL, 2 LAYERS Na" XGWB EACH SIDE 2x4 STUDS w Ib" O.C. GWB EXTEND FROM SLAB TO UNDERSIDE OF ROOF DECK AND TO EXTERIOR SIDE OF STUDS ------------------ -- rK 71 LJ 3' - 3V 20'-2V1 I 2 oIL A-5 ROOF ABOVE n 1 -_------_ EDGE OF SLAB A i X11 r//' -WRAPPED P.T. bxb POST LANAI 31/2 ROP , / i i I I 1 q} u I I I� I - _ n I # /' 6068 SLID. ------------ - - - - - � urr—�-------u--------�________�----------- --- ---=-- I / 10'- " - SHEAR FRAME SEE 1/5-2 I t-- — — — —---- ------------- �I PR 3050 I u II It U II e�u it 3 I h it (A-4- i A-4 it I % I tl " 3'_ " 0 - i--------------------------------------------------- 3'-0WALL� AI I------ -- - 'I II if II /�., f� I � ll�f ( �..1� OV it it U II I If q 11 it � N II r— N II I II tL DINING U II N II I Ijl � N II pJ H II H uii I p U it p N It H i i H iii H 3`-9"1, 2140" 3'- " I I I I II i I I — — — — — — — — — — — — — — — — IL------- - H 6' -mil 1'-2" FOYER. E �Vlb D fmORCM I WRAPPED P.T. 6x6 POST ' UJALL ABOVE a EDGE OF SLAB W.B. a �N IM I 20'-b" I I I f FLCOR FLAN I I SCALE: 1/4" = I' -O" ' A/C AREA = 1045F. GARAGE / MUD AREA -- 301 5F. i LANAI, STORAGE, PORCH = 185 S.F. TOTAL FOOTPRINT = 1,196 S.F. WALK pq Q s LA coggw-Ft4NIEDMENT (KEVISIONS� 111 III II II I 1{I u III ill U N III I{I III U'III �\ l -C -L—L-- o --------- 1 .H. COO ANT Y X68 cV N Ifr — — — — I I II 1 I N it ILL--- 111 ill Ili mo_ _ 11 II---------� \\ I I II{I \ \\ it � Z W IP /� � � I PER Icc D 0 11 I I \ \ y� i ` \\ II 11 it II Z-4 IL - - ii H — — — — —J H I r u II II II II H II \� II q q !I �==IL= 1J Lr =====ll II II it -- N H L-----�-----1----- I II I N H i OORINATE KITCHEN KITCHEN LAYOUT L' Xz- I_------ q II STAIR y \\ II II N H ( 3'-9" 31- li II --------- N u *0 l _WITH FINAL KITCHEN �� I � DESIGN - III CL II II ------- L____= p N N II II Jill N II I -- REF. 0 ii `nfl N ° II 111 I�� { II �_____�_�H H I iI OF BUIL NG SHALL j� I 2' -All 4'-10"--� ---- ili 7j —l-- ii IIL------ SI �\_i_ L l �I I - I-� ----- ���I -- N N i NHI_-- --- I N H- I { }mac===-------�____ Tii — 7---. n IL----- - _ _ 1 I ICE c�, 1'-2" FOYER. E �Vlb D fmORCM I WRAPPED P.T. 6x6 POST ' UJALL ABOVE a EDGE OF SLAB W.B. a �N IM I 20'-b" I I I f FLCOR FLAN I I SCALE: 1/4" = I' -O" ' A/C AREA = 1045F. GARAGE / MUD AREA -- 301 5F. i LANAI, STORAGE, PORCH = 185 S.F. TOTAL FOOTPRINT = 1,196 S.F. WALK pq Q s LA coggw-Ft4NIEDMENT (KEVISIONS� o tU .H. COO cV N �ti M INTERIOR SHEAR:WALL q II \\ I I II{I \ \\ it � Z W IP /� � � I PER Icc D 0 H II \ \ y� i ` \\ II 11 it II Z-4 IL - - ii H — — — — —J H I. II II H II \� II q q !I �==IL= 1J Lr =====ll II II it -- N H I N II N� II q II y \\ II II N H ( 3'-9" 31- It N u *0 I NOTE: CL N N II II Jill N II ALL MATERIALS ON 0 r 0 ii 11 11 p p COURTY RD FACE p OF BUIL NG SHALL N _ N II 11 BE NON-GOI'"IBUSTIABLE, �r I { }mac===-------�____ Tii q H It wI ' i� I I I d N p >- (L D H II N H cel I I I l l II II II II H N I I t� N I --I --------------- N i H tl SAME MIRRORED II JI N II H° i P %8" GWB CEILING I { II I! i 1 I I 1 II II t d II i 1l It 11 h II II II B I _ I ll ll n I l d {I it NI N It I I } I it II q II H H N H 10080 O.H. I 1 i p L==� 1 �i== �- = I I ' I t L- I _�_ �1 I i I I ---f-------------------I---= I 1 -----------------J � 1 I I 0Q ------------ '---- I l l f I I I I I = I I I I 1 t I 1 SHEAR RAMS - SEE 1/S-1 I L-------- —� � 14 I I I i l i i I 2 DRIVEWAY I ' I I I i I I I I I A-4 I I L ---------------------H l I 1 I I I I 1 { 1'-2" FOYER. E �Vlb D fmORCM I WRAPPED P.T. 6x6 POST ' UJALL ABOVE a EDGE OF SLAB W.B. a �N IM I 20'-b" I I I f FLCOR FLAN I I SCALE: 1/4" = I' -O" ' A/C AREA = 1045F. GARAGE / MUD AREA -- 301 5F. i LANAI, STORAGE, PORCH = 185 S.F. TOTAL FOOTPRINT = 1,196 S.F. WALK pq Q s LA coggw-Ft4NIEDMENT (KEVISIONS� DATE OF ISSUE 5 -21 -IS DRAWN BY: HGP rSHEET NO. J AiCK50N A- 1 11015 o tU COO cV N �ti M U Z W IP o V) 0 u prq � W DATE OF ISSUE 5 -21 -IS DRAWN BY: HGP rSHEET NO. J AiCK50N A- 1 11015 -- -- -- -- -- -- -- ME6BEARING -- -- -- -- -- - -- -- 5ECQ�V FLOOR FLOOR TRU55 BEARING EftLFLOOR COMMUNITY DEVELOPMENT WE5T ELEV,4TION APPROVED NORTH ELEVATION 5CALE: 1/4" zf'-O" REVISIONS DATE OF ISSUE 5-21-18 DRAWN BY: NGP SHEET NO. JACK5 NN A-2 O U N a N Ln am W V v` � W U � h � W W W V DATE OF ISSUE 5-21-18 DRAWN BY: NGP SHEET NO. JACK5 NN A-2 ROOF v€NTILA710N E)45T ELEVATION SCALE: 1/4 I' -0" "NIGH WIND" ASPHALT SHINGLES ON 30* FELT ON �2" NOM. STRUCTURAL SHEATHING DECKING NAILED W/ 5d RING SPANK NA1L5 m b" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP 13 ON PREENGINEERED WOOD TRUSSES TRUS5 BEARING 31/2" CORNERBOARD5, Tl'P. e b EXPOSURE CEMENT FIBER 51DING ON NOM. ZIP -WALL STRUCTURAL SHEATHING ON 2x6 STUDS IT Ib" O.C. W/ R-21 BATT INSULATION, /z" GWB INTERIOR FLOOR TRUSS BEARING Ix2 BATTENS 0 16" O.C. ON 5/16" C.F. PANELS ON 1/2" NOM, ZIP SHEATHING ON 2x6 WOOD STUDS 9 16" O.C. COMMUNITY DEVELOPMENT APPROVED 5CUTH ELEVATION SCALE: 1/4" =1' -0" 1 REVISION � o a N m x U `t z V S O H w U m DATE OF ISSUE 5-21-1a DRAWN BY: HGP SHEET NO. JACK50N ���28 WALL SECTION SCALE: I/2"=1'-0" 4" TPICK 3000 PSI F15ER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. OPTIONS SIMPSON 4" 5DWC 5CREW5 's EA. STUD 51MR50N o" 5DWC SCREWS 6 8" O.C. 16" LVL SIMPSON o" 5DWC SCREWS m EA. STUD ALL 5ECTICN SCALE: TRUSS BEARING urri IC NZ7 OPTIONS /0`*�iBUILDING 5ECTICN �A-4/5CALE: 1/2"=r -o" FREN "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON '✓2" NOM, STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS g 6" O.C. At PANEL EDGES AND INTERMEDIATE AND 4" OG AT COMPONENT AND CLADDING EDGE STRIP 0 3 2x4 OUTRIGGERS 2411 O.0 1-41/2" SIMPSON SDWC SCREWS Q EA. OUTRIGGER N I 140" SIMP50N SDWG - -' SCREWS is EA. ROOF TRUSS 14011 5IMP50N 5DWC SCREWS 6 EA. ROOF TRUSS ',4" TSG ADVANTEX PLYWOOD DECK i 6" EXPOSURE HARDI ART15EN GLUED AND NAILED TO CEMENT FIBER 51DING w/ MITERED PREENG(NEERED FLOOR TRUSSES �`. CORNERS ON HOUSEWRAP 1611 O.C., TYP. SECOND FLOOR 2I- k 1 YJ et 1' - iY 11 GWB GARAGE DOWN FLOOR TRUSS BEARING — 0 48 01 5YP BEAM STRUCTURAL BRACKETS 3-12" LVL PART OF SHEA FRAME, SEE l/S-2 3' -011 O.H. DOOR B 5 SEE STRUCTURAL DRAWINGS FOR HOLDDOWN SYSTEM 5-2 OPTIONS 2 UJAL L 5ECTICN ,4 - SCALE. 1/2"= l' -0" FIN. FLOOR ao GRADE "NIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1/2" NOM. STRUCTURAL 5 EATHING DECKING NAILED w/ 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 11 O.0 AT COMPONENT AND CLADDING EDGE ST IF 0 3 II -411 3/4" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES tv 16'1 O.G., TYP. LIVING ROOM 611 EX 05URE CEMENT FIBER SIDIN ON 1/," NOM. ZIP -WALL STRU TURAL SHEATHING ON 2x6 STUD fP 16" O.C. w/ R-21 BATT IN5UL TION, 1/211 GWB INTERIOR 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON ria" NOM. STRUCTURAL SHEATHING DECKING NAILED wl 8d RING SWANK NAILS a 6" O.G. At PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP 0 3 NOTE: ALL I" ON CC FACE SHALI NOR-( FLOOR TRUSS BEARING Ix2 BATTENS 9 1611 O.C. ON 5/1611 C.F. PANELS ON 1/2" NOM. ZIP SHEATHING ON 2x6 WOOD STUDS 6 16" O.C. I , LANAI 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR FIRST FLOOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 3 5-2 � \ S -Z 3 UJALL 5ECTICN - 5 SCALE: 1/2 I'-0'1 COMMUNITY DEVELOPMENT APPROVED E OPTIONS �EVLDING SECTION �_l ue. REVISIONS DATE OF ISSUE 5-21-18 DRAWN BY: !7HGP_i SHEET NO. J ACK5CN 11028 d A � x ClZ N N o ° U U4 �ow a . U 0 g O x Em'' o U wENO cn �� H ¢W U �C � z U y� ti .a E� d' DATE OF ISSUE 5-21-18 DRAWN BY: !7HGP_i SHEET NO. J ACK5CN 11028 H UU ClZ N N � U U4 U O F__4 W H U �C DATE OF ISSUE 5-21-18 DRAWN BY: !7HGP_i SHEET NO. J ACK5CN 11028 FINISHED ELEVATION ALUMINUM FLASHING 31/2" STUCCO BAND WINDOW b" STUCCO BAND WfNDOUJ IN51'ALLAiION PROGEDURE 1. VERIFY THE OPENING 15 PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. INSTALL BITUMINOUS TAPE FULL WIDTH OF SILL PLUS 6" PAST JAMB OPENING, TOP OF TAPE AT SILL LINE 5. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER. b. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER. 1. INSTALL BITUMINOUS TAPE AT JAMBS FROM 6" ABOVE HEAD TO 6" BELOW SILL. 8. INSTALL ALUMINUM FLASHING AT MEAD. EXTEND {/a" PAST JAMB OF WINDOW 9. INSTALL MEMBRANE BACKED METAL LATH UP TO WINDOW AT FOUR SIDES. 10, INSTALL STUCCO w/o FINISH. 11. INSTALL FOAM TRIM STRIPS AROUND WINDOW. 12. INSTALL STUCCO FINISH . 13. SEAL AS SHOWN AT JAMBS AND SILL. 1/a" GWB CAULKIN CAULKIN 1/a CAULKIN is r JAMB WINE)CW INSTALLATION - 5TUCCC SCALE: 3"=I' -O" STRUCTURAL SHEATHING WEATHER BARRIER BACKED METAL LATH SYNTHETIC FINISH 314" STUCCO I"x 31/2" FOAM TRIM w/ 15° CANT ON TOP ALUMINUM FLASHING WINDOW WINDOW SEALANT I"x 31,2" FOAM TRIM w/ 15° CANT ON SIDE (0" BITUMINOUS TAPE OVER WINDOW FIN '/a" STRUCTURAL SHEATHING WEATHER BARRIER BACKED METAL LATH SYNTHETIC FINISH 314" STUCCO WINDOW SEALANT IN 6" FOAM TRIM w/ [5° CANT ON TOP 6" BITUMINOUS TAPE '/a" STRUCTURAL SHEATHING WEATHER BARRIER BACKED METAL LATH SYNTHETIC FINISH 3/4" STUCCO WEATHER RESISTANT BARRIER INSTALLATION FOLD LINE CUT LINE, TYP. WASTE EDGE F ROUGH OPENING FOLD LINE FINISHED ELEVATION V4"xVia" HARDI TRIM WINDOW 5/"xb" HARDI TRIM UJINI)CUJ IN5TAL_ATICN FRCGEIDUREM I. VERIFY THE OPENING IS PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING, 3. CUT WEATHER RESISTIVE BARRIER: MAKE A 6" CUT UP FROM EACH TOP CORNER OF OPENING AT 450 ANGLE TO ALLOW THE WEATHER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW. MAKE SECOND AND THIRD CUTS UP AT 45b FROM BOTTOM CORNERS, MAKE LAST CUT UP AT CENTER TO TOP CUT. 4. FOLD WEATHER BARRIER UP AT HEAD AND INTO THE OPENING AT JAMB AND SILL. STAPLE AT JAMBS AND SILL, TAPE UP AT HEAD EXTERIOR, 5, INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER 6. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER, 1. FOLD DOWN WEATHER BARRIER AT HEAD, TRIM AT HEAD OF WINDOW. S. APPLY SIDE FLASHING TAPE AT JAMBS AND AT 45' CUTS AT HEAD.. 9. INSTALL HARDI PLANK TRIM AT SILL, JAMBS AND HEAD, (NO 45° MITERS) 10. INSTALL ALUMINUM FLASHING AT HEAD. EXTEND 1%" PAST EDGE OF JAMB TRIM. II. APPLY HEAD FLASHING TAPE, FOLD DOWN WEATHER BARRIER AND SEAL WITH DIAGONAL FLASHING TAPE. {/a " GWB CAULKIN CAULKIN '/a " GWB CAULKIN GWB NERD STRUCTURAL SHEATHING WEATHER BARRIER, CONT, HARD[ PLANK SIDING w/ 1114" LAP DO NOT SEAL ALUMINUM FLASHING 5/4" x 3�/2" HARDI TRIM DO NOT SEAL WINDOW 'SON HIDA w/ 18-10dxll/2" AT — ..w AND I- SIMPSON 1-125A w/ 10-8d AT INSIDE JAMS WINDCW INSTALLATION -SIDING SCALE: Y =1'-0" WINDOW BITUMINOUS TAPE SEALANT 5/4" x 31/2" MARDI TRIM SEALANT 1/2" STRUCTURAL SHEATHING WEATHER BARRIER, CONT, MARDI PLANK SIDING w/ 11/4" LAP WINDOW SEALANT 5/4" x b" HARDI TRIM SEALANT STRUCTURAL SHEATHING WEATHER BARRIER, CONT. HARD[ PLANK SIDING w/ 1114" LAP 1EAVE FLA54NG, 7'rF SCALE: 3"=f'-0" (GABLE FLASHING SIM.) INSTALL CONT. AT ALL SAVE AND GABLE LOCATIONS JRAL PANEL ROOF DECK dDERLAYYMENT MINGLES METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA, TYP. ALL LOCATIONS RCCF - WALL FL45HING, T"'rF, SCALE: 3"=I' -O" INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY LZ RCCF -WALL FLASHING, T"'rF. SCALE: 3"=I' -O" INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS r' ('REVISIONS DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. JACK50N A-6 I iLJ � 8 O � H U r� r-4 M U x Z o W Q U W H W <C U DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. JACK50N A-6 I iLJ � 8 SCALE: 114"d' -O" U—,4;LC: 1/4 =1 -W )F MEMBERS [EMBERS )F JACK STUDS ip EA. E' )F KING STUDS a EA. END .ND J m5EGON[) FLOOR / LOW ROOF FfRAMING PLAN SCALE: I/4" = I' -m" SHEAR FRAME - SEE 1/6-1 OUNE)ATION FLAN \,..IV SCALE: I/4" = I' -O" (9 SHEAR WALL HOLD DOWN SYSTEM: 1-51MP50N HDU4-5D52.5 ON ke"� THREADED ROD SET 7 INTO SLAB w/ SIMPSON "SET" EPDXY AND 10 -SDS 1/4041/2" TO POST, TYP. EACH SIDE. INSTALL SIMPSON CNW TRANSITION COUPLER NUT AND 1/2"o THREADED ROD TO TOP PLATE ABOVE AS DESCRIBED AT VERTICAL THREADED ROD HOLD DOWN NOTE. OMMUNITY DEVELOPMENT APPROVED )N A5U66 ON '/2 "o DED ROD EMBEDDED 7 :W SLAB w/12-1bct TO (REVISIONS) � O � h v a v� N 3- (0l/2 -� am w V p { ''I ` U `t W o to v J W N x n v X N 2-2x4/l/I x x N N i 2-2x4/I/I i i NOM. STRUCTURAL SHE i tWING DECKING NAILED w/ Sd RING SHANK NAILS 61' O.C. AT PANEL n COMPONENT AND CLADD a EDGE STIP " 3, ON PERENGINEERED TRUSSES 2-9i , , cq N t N , X � N 2-2x4/I/IUs \ • . � \ � N `cv ` x \ 2-2x4/II \\ N N \ \ - ` 2x -/I11 `\ X N i 3-2 bnn r 2x4 TRIGGERS 24' O.C. -x JACK TRU ES /715 C0N[) PLOD ROOF FRAIN f=L,41 SCALE: 114"d' -O" U—,4;LC: 1/4 =1 -W )F MEMBERS [EMBERS )F JACK STUDS ip EA. E' )F KING STUDS a EA. END .ND J m5EGON[) FLOOR / LOW ROOF FfRAMING PLAN SCALE: I/4" = I' -m" SHEAR FRAME - SEE 1/6-1 OUNE)ATION FLAN \,..IV SCALE: I/4" = I' -O" (9 SHEAR WALL HOLD DOWN SYSTEM: 1-51MP50N HDU4-5D52.5 ON ke"� THREADED ROD SET 7 INTO SLAB w/ SIMPSON "SET" EPDXY AND 10 -SDS 1/4041/2" TO POST, TYP. EACH SIDE. INSTALL SIMPSON CNW TRANSITION COUPLER NUT AND 1/2"o THREADED ROD TO TOP PLATE ABOVE AS DESCRIBED AT VERTICAL THREADED ROD HOLD DOWN NOTE. OMMUNITY DEVELOPMENT APPROVED )N A5U66 ON '/2 "o DED ROD EMBEDDED 7 :W SLAB w/12-1bct TO (REVISIONS) DATE OF IS5LTE 5-21-18 DRAWN BY: NGF SHEET NO. J ACK50N S-1 11028 � O � h v a v� N am w V p { ''I ` U `t W o to v J W w n v DATE OF IS5LTE 5-21-18 DRAWN BY: NGF SHEET NO. J ACK50N S-1 11028 STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location, 2, The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2014 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor - 15 psf unless otherwise noted Dead Load, Roof - 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0,15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, "standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM 01116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12, The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1!/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars - 21" min. #5 bars - 26" min. #6 bars - 32" min. #7 bars - 46" min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15, The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition, 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM B695, Class 50. When borate treated is used, galvanizing shall not be required, 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings, 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. F45TENNG 5 - DULE REPRODUCED FROM I=BC TABLE 2304.3.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVfLANTS) LOCATION FAST�N[G LOCATION J015T t0 SILL OR GIRDER BRIDGING TO JOIST 50LE PLATE TO JOIST OR BLOCKING TOP PLATE TO STUD STUD TO 5OLE PLATE 3-86 2 -8d I6d 1W 16" O.G. 2 - I6d COMMON 4-8d COMMON 2 - I6d COMMON DOUBLE STUDS I6d a 24" O.C. DOUBLE TOP PLATE � N DOUBLE TOP PLATE 8-16d COMMON BLOCKING BETWEEN JOISTS OR RAFTER 5 TO TOP PLATE 3-Sd COMMON RIM J015T TO TOP PLATE 8d 6 6" OC TOP PLATE, LAPS AND INTERSECTIONS 2-16d COMMON CONTINUOU15 HEADER, TWO PIECES w l. 166 COMMON CONTINUOUS HEADER TO STUD N 4-6d COMMON GELLING JOISTS OVER PARTITIONS 3-166 COMMON MIN,, TABLE 2308.10.4.1 CEILING JOISTS TO PARALLEL RAFTER 3-16d COMMON MIN,, TABLE 2308.10.4.1 RAFTERS TO PLATE x 3-8d COMMON BUILT-UP CORNER STUDS I6d COMMON BUILT-UP GIRDERS AND 5EAM5 20d COMMON e 32" O.C. COLLAR TIE TO RAFTER 3-10d COMMON JACK RAFTER TO HIP 3-106 COMMON ROOF RAFTER TO 2x RIDGE BEAM 2-I66 COMMON J015T TO JOIST BAND LEDGER STRIP 3-16d COMMON 3-16d COMMON WOOD STRUCTURAL PANELS 50PLOOR, ROOF AND WALL 6HEAT ING TO FRAMING (NAIL5 SPACED 6 6" O.C. AT EDGE 11/2" OR LE55 6d 12" O.C. m INTERMEDIATE SUPPORTS 55/32" TO 19/32" Sd EXCEPT 6" m SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 3/41" gd SINGLE PLOOR 3/4116d TOENAIL TOENAIL EACH END TYPICAL PACE NAIL END NAIL TOENAIL END NAIL PACE NAIL TYPICAL PACE NAIL LAP SPLICE TOENAIL TOENAIL FACE NAIL If " O.C. ALONG EDGE TOENAIL FACE NAIL FACE NAIL TOENAIL 24" O.G. FACE NAIL TOP AND BOTTOM STAGGERED ON OPPOSITE 5fDE5 FACE NAIL TOENAIL TOENAIL FACE NAIL FACE NAIL 6" O.C. EDGES AND INTERMEDIATE 4" O,C. AT COMPONENT AND CLADING EDGE STRIP 03, SEE FIGURE 1609.2(c) 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL W/ TERMITE TREATMENT, TYP. 3000 PSI REINFORCED CONC. FOOTING W/ 1-05 BARS CONT. w/ MIN. 30" LAP (o� T4G<ENED 5LA5 El=)eE D i -i v � ------ n \-3-W7 BAR5 CON t. w/ 5 `' E 32" O.C;,, TYP. T H i C< [E N E ED N T SL \,, �-2SCALE: 314.1 e SECOND FLOOR ---- TRUSS BEARING ---- FLOOR TRUSS PL 3-12" LVL BEAM 4- SIMP50N M6TA30 w/ 22-106 NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAM55 3 - 2x6 JACK STUDS SIMP50N L5THD8 w/ 24-16d SINKERS, TYP. EA. GARAGE DOOR JAMB SHEAR FRAME- SCALE: 1/2"= I'-0" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 8,1 X 7!;l � ------------ SHEAR FRAME 1/5-2 SHEAfR UJ4LL FLAI 5 SCALE: I/8 =1'-0" 1%" THREADED RODS JACK STUDS SHEAR WALL SHEATHING AND NAILING: NOM. STRUCTURAL PANEL SHEATHING NAILED WITH ad 66" O.C, ON EDGES AND -- 6" O.C. a INTERMEDIATE FRAMING, NAIL AND BLOCK ALL EXTERIOR WALLS AS SHEAR WALLS. 5 BAR CONT, T4C""ENE[) INTER�CF, NCN=BEA�RNG IDF�CF 5L45� r4 SCALE: 3/411=1'-011 z� 4" THICK 3000 PSl FIBER REINFORCED CONCRETE SLAB ON 6 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. b5Q ------------------- M GRADE 3000 PSI REINFORCED 0 CONC. w/ 2-05 BARS CONT. -' w/ MIN. 30" LAP 3-05 BARS CONT, w/ # 5 TIE a 32" O.C., TYP. NIC<ENED 5L,45 GAFAGE SCALE: 3/4" =1' -0" 4" THICK 3000 Pal FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %%, MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. P Id itl p v ____ _-------------------- ----------- -------------- V-8" _ ______________ _ o Qom\ SCALE: 3/4'1:1'-0" 41" THICK 3000 PSI FIBER REINFORCED - CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, I'-8" TWO STORY �,- 3-W5 CONT. GRADE 3- DAPS t_f7NT „� # 5 Til T'*"rf=(GAL THICXENED 5LA5 SCALE: 3/4"=l'-011 Q - L rREVISIONS DATE OF ISSUE 5-21-I8 DRAWN BY: HGP SHEET NO. JAG<50N � N U w l. N � w x CD W 0 W H fi cU� DATE OF ISSUE 5-21-I8 DRAWN BY: HGP SHEET NO. JAG<50N 12 V. I- 6" 5IMP50N SDWC SCREWS = 485 lbs UPLIFT 2- 6" SIMP50N 50WC SCREW = 910 Ibs UPLIFT 3/g"o SIMPSON TITEN HD SCREW w/ MIN. 31/4" EMBED, ON 5IMP60N 5PI/2 BEARING PLATE, TYP. a MAX. 32" O.G., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. VARIES STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY FROM I" BELOW TOP OF SLAB TO TOP OF TOP PLATE, NAIL w/ 8d NAILS, 4" O.C. TOP AND BOTTOM AND EDGES AND 6" O.0 ALL OTHER CROSSINGS. ONE 5TCRY HOLDE)CUA s FULL HEIGHT 5HEATHING. 5-3 we. i.a .l.m 12 VARIES VARIES 6" SIMPSON SDWG SCREWS a EA. STUD TO TOP PLATE 1- 6" SIMPSON 5DWC— SCREWS = 485 ibs UPLIF 2- 6" SIMPSON 5DWC SCREW = 910 lbs UPLIFT 3/6'10 SIMPSON TITEN HD ,—, SCREW w/ MIN. 31/4" EMBED, \1 ON SIMPSON 5PI/2 BEARING PLATE, TYP. 9 MAX. 32" O.G., MAX. 8" FROM CORNERIS AND SILL PLATE SPLICE. 4" SIMPSON 5DWC SCREWS 0 EA, STUD Q SYR 2 X/DOUBLE TOP PLATE 12 VARIES VARIES SIMP50N SDWC15600, I SCREW - 510' 2 SCREWS - 980'" u i 3 SCREWS - 1,410" 4 SPF 2x STUD � 5IMP50N 5DWC15450, I SCREW - 3100 2 SCREWS - 595' 3 SCREWS - 895* 5DWC 5CREW5 5-3 xE.i.i.m 1- 6" 6IMP50N 5DWC SCREWS = 485 lbs UPLIFT 2- 6" SIMPSON SDWC SCREW = 910 lbs UPLIFT X SILL PLATE ® = VERTICAL THREADED ROD HOLD DOWN SYSTEM. 3/8"0 THREADED ROD CONT. FROM FOOTING TO ABOVE TOP PLATE. ALL THREADED RODS SHALL BE ANCHORED WITH SIMPSON TITEN HD THD3634RC (ROE) COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. RODS MAY BE SPLICED w/ SIMPSON CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"As" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE, ALLOW MIN, OF 3 THREADS ABOVE WASHER. ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRE55URE TREATMENT OF SILL PLATES AND 150LATION OF METALS AT SILL. OSE 5TOR'' N0LIDDOUJN 5DUUF 5GRELU SYSTEM SCALEr 1/2"=l'-011 I- 6" 5IMP50N 5DWC SCREWS = 465 lbs UPLIFT 2- 6" SIMPSON 5DWC SCREW = 910 lbs UPLIFT o = VERTICAL THREADED ROD HOLD DOWN SYSTEM. 3/s`0 THREADED ROD CONT, FROM FOOTING TO ABOVE TOP PLATE. ALL THREADED RODS SHALL BE ANCHORED WITH 5IMP50N TITEN HD THD3634RC (ROE) COUPLER) SCREW. AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 11414 LAMER THAN ROD. RODS MAY BE SPLICED w/ 51MRS•ON CNW CONNECTORS. RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"x'/8" WASHER AND NUT TIGHTENED TO APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER ALL VERTICAL RODS SHALL HAVE NUT AND WASHER AT SILL PLATE. SPECIAL ATTENTION SHALL BE PAID TO PRE55URE TREATMENT OF SILL PLATES AND 15CLATION OF METALS AT SILL. GNB 5TORY kOLDLDOLUN THREADED ROE) SYSTEM SCALE. 1/2"=l'-0" 12 VAR�tES VARIES 6" 5IMP50N 5DWC SCREWS 6 EA. STUD TO TOP PLATE 1- 6" 51MF50N 5DWC SCREW5 = 485 lbs UPLIFT 2- 6" SIMPSON 5DWC SCREW = 910 lbs UPLIFT 4" 5IMP50N 5DWC, - SCREWS m EA. STUD I - SIMP50N SDWF SCREW MAX 26" O.C. _ 4" 5IMP50K SDWG - SCREWS is EA. STUD 3r$"0 SIMPSON TITEN ND SCREW w/ MIN. 31/411 EMBED, ON SIMP50N 5P'/2 SEARING PLATE, TYR. tv MAX. 32" O.C., MAX. 8" FROM COMERS AND SILL PLATE SPLICE, 4" SIMPSON 5DWC i SCREWS 6 EA. STUD i GRADE TWO STORY HCLE)DOWN l TWO STORY HCL[DDCUJN TNt2F4DeD ROD SYSTEM• i1SDWF 5GRELU 5YFE�l SCALE: 1/2"=I' -O" 5-3SCALE,. irz .im OPTIONAL HOLDDfk----lf'-l-v-lv' (REVISIONS) � O 0.i m m W � N m U O V W F W V DATE OF ISSUE 5-21-18 DRAWN BY: NGF SHEET NO. JACK50N S-3 i i i i I t i i ALL SOFFIT MOUNTED FLOOD LIGHTS TO BE ON THREE WAY CIRCUIT SWITCHED AS DIRECTED BY OWNER ALL SOFFIT MOUNTED FLOOD LIGHTS TO BE ON THREE WAY CIRCUIT SWITCHED AS DIRECTED BY OWNER MWAW -------------------------------------------� ELECTfRIGAL LEGEND SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY 4 SWITCH, FOUR-WAY $R SWITCH, RHEOSTAT IIOV DUPLEX OUTLET I10v DUPLEX OUTLET w/ MOUNTING HEIGHT $WF 44I�-� I10V DUPLEX OUTLET, WATERPROOF F 110V DUPLEX OUTLET, FLOOR MOUNTED G C N0V DUPLEX OUTLET, CEILING MOUNTED A/C COMP. iiov DUPLEX OUTLET, HALF SWITCHED D 110V DUPLEX OUTLET ON DEDICATED CIRCUIT 220V OUTLET 4� IIOV DUPLEX OUTLET, ARC FAULT IIOV DUPLEX OUTLET, ARC FAULT, HALF SWITCHED [�] 110V DUPLEX OUTLET, GFI EXHAUST FAN EXHAUST FAN w/ LIGHT Q JUNCTION BOX ® CEILING SPEAKER, BY SYSTEMS CONTRACTOR O DOOR CHIME BUTTON © DOOR CHIME SMOKE / CARBON MONOXIDE DETECTOR PZ�Tv COMBINATION PHONE TV OUTLET 0 PHONE Zv TV, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MOUNTED 717 LIGHT FIXTURE, WALL MOUNTED -q7F LIGHT FIXTURE, WALL MOUNTED FLUORESCENT �i LIGHT FIXTURE, UNDER CABINET MOUNTED } LIGHT FIXTURE, 2-48" BULB FLUORESCENT f- LIGHT FIXTURE, RECESSED STEP _==PANELBOARD, 12" TO TOP DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT 84" CEILING FAN ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM A$ REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 100% OF FIXTURES SMALL BE BULBED WITH HIGH-EFFICANCY BULBS AS DEFINED BY FBC-ENERGY R404 v ��) '�� ,• 1L�ol m (REVISIONS 1 DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. JACKSON E- I 11020 � O Fil M N m � U W o W En 0 W � H W U DATE OF ISSUE 5-21-18 DRAWN BY: HGP SHEET NO. JACKSON E- I 11020 � -------- -------------- I I I I f I I I f I I ALL SOFFIT MOUNTED FLOOD LIGHTS TO BE ON THREE WAY CIRCUIT SWITCHED AS DIRECTED BY OUTER ALL SOFFIT MOUNTED FLOOD LIGHTS TO BE ON THREE WAY CIRCUIT SWITCHED AS DIRECTED BY OWNER RIGAL PLAN C7RICAL PLAN ELECTRICAL LEGEND SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY 4 SWITCH, FOUR-WAY SWITCH, RHE05TAT 110V DUPLEX OUTLET IBV DUPLEX OUTLET w/ MOUNTING WEIGHT $IUP 110V DUPLEX OUTLET, WATERPROOF F 110V DUPLEX OUTLET, FLOOR MOUNTED G 110V DUPLEX OUTLET, CEILING MOUNTED 110V DUPLEX OUTLET, HALF SWITCHED D 110V DUPLEX OUTLET ON DEDICATED CIRCUIT 220V OUTLET T 110V DUPLEX OUTLET, ARC FAULT 110V DUPLEX OUTLET, ARC FAULT, HALF SWITCHED [] 110V DUPLEX OUTLET, GFI EXHAUST FAN EXHAUST FAN w/ LIGHT Q JUNCTION BOX CEILING SPEAKER, BY SYSTEMS CONTRACTOR DOOR CHIME BUTTON C� I DOOR CHIME U SMOKE / CARBON MONOXIDE DETECTOR PL1ry COMBINATION PHONE TV OUTLET A PHONE Zv TV, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB q7 LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED 'q7F LIGHT FIXTURE, WALL MOUNTED FLUORESCENT ~� LIGHT FIXTURE, UNDER CABINET MOUNTED EI -E �: 7 1 LIGHT FIXTURE, 2-48" BULB FLUORESCENT ELa LIGHT FIXTURE, RECESSED STEP -C TPANELBOARD, 12" TO TOP DISCONNECT, 12" To Top / I 1 1 CEILING FAN w/ LIGHT KIT I CEILING FAN w/o LIGHT 84" CEILING FAN ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM AS REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE, PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12, 1005'16 OF FIXTURES SHALL BE BULBED WITH HIGH-EFFICANCY BULBS AS DEFINED BY FBG -ENERGY 8404 COMMUNITY DEVELOPMENT APPROVED REVISIONS (0-12-18 CIO A w0 x o x a 0 °ax oU Wr�T7' U W ¢ w F o � DoH �4 z U � H DATE OF ISSUE 12-5-11 DRAWN BY: HGP SHEET NO. JACK50N E... © 11020 � M N N � M U z � � W O W U �W H fi DATE OF ISSUE 12-5-11 DRAWN BY: HGP SHEET NO. JACK50N E... © 11020 C) 0 d 0 rn O O 0 O 0 o 4 r o to th O O OD O LO CD 0 0 M 23-06-00 23-06-00 L� 9-00-08 11-05-08 0 11 -05 -OS 9-00-08 1`71 5-00-00 II O O O 1 II 5-00-00 1 r`l O O 0 0 LO 7-00-00 13-06-00 6 613-06-00 7-00-00 0 0 23-06-00 CJ A 23-06-00 O d O O O 0 0 0 0 0 O M tl- O CD O co O CD O U) 0 0 M 20-06-00 20-06-00 MITEK PLATE APPRC VAL #'S 2197.2-2197.47 LP PRODUCT #'S LVL FL15228-R3, LPI FL15401-R4 HATCH LEGEND 9' 1-1/8" 9' 1-1/8" 19' 7" General Notes • Per ANSIPTPI 1-2002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. • Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent U.N.O.- Use 10d x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet -Inches• Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI•B1 Summary Sheet -Guide for handling. Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It. is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost. by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders MrstSource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. ffBmideff0 Fi rstSOu rce Freeport PHONE: 850-835-4541 FAX: 850-835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Mathieu Builders Legal Addreee: 110-120 Jackson St. Mode: Townhome N.: — B, age of 12/29/17 CC N/A E1oor lJaF k: •Iuoc 2dab#: 1324701 N/A 1292854 10 20 4 SCALE: 1" = 20' MAP SHOWING SURVEY OF LOT 3, JACKSON PLACE, AS RECORDED IN PLAT BOOK 71, PAGE 95 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OFFICE COPY BENCHMARK: 25' EASEMENT FOR ACCESS AND UTILITIES FOUND MAGNAIL & DISK, LB 3672 OFFICIAL RECORDS BOOK 9100, PG 1329 ELEVATION=10.40 (NAVD 1988) I I JACKSON ROAD L-- __ X10.58 (10' ALLEY PER PLAT) Ip -P S89•59'54"E 1.1' PHONE RISER EDGE OF PAVEMENT --2.9' • -- -- -- —� I ❑ i STORM GRATE i i O I 'c' �ptx I 15' EASEMENT FOR ACCESS AND UTILITIES I �o ex x 10.2 i I � I x u i N 1 1 I I I LOT 1 ` LOT 200 W L0 I i o o I i �x Z i I I / I I / I / °� 1 x IQ 0.8'I "O� ��Y1/2" IRON 6' WOOD FENCE PIPE, LB 3672 — — — — — — � RE #1721530000 MICHELLE GLORIA REED ORB 1871 PG 500 ORB 3028 PG 194 OTES: 1 THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON THE WEST LINE OF LOT 3, EING NORTH 00'03'58" EAST, AS PER PLAT. NO BUILDING RESTRICTION LINE AS PER PLAT. 4. BENCHMARK USED: FOUND MAGNAIL AND DISK, B 3672 AS SHOWN ON THE SURVEY HEREON. LEVATION=10.40 (NAVD 1988) HE PROPERTY SHOWN HEREON LIES IN FLOOD ONE "X" (AREA OUTSIDE 0.2% ANNUAL CHANCE LOODPLAIN) AS WELL AS CAN BE DETERMINED ROM THE FLOOD INSURANCE RATE MAP NUMBER 2031 CO408H REVISED JUNE 03, 2013 FOR DUVAL ;OUNTY, FLORIDA OT VALID WITHOUT THE SIGNATURE AND THE RIGINAL RAISED SEAL OF A FLORIDA LICENSED JRVEYOR AND MAPPER." NECKED BY: RAWN BY: DAF ILE: 2018-1015 bi wLlll 0 `_SET 1/2" IRONS °6 _ �� PIPE, LB 3672 ` EDGY OF PAVEMENT f �° ---3.2'- j FOUND 1/2- IRON PIPE, LB 3672 w WATER i ,� I Z METERS CABLE #OX f � 11.4 Z I Q 1 1 I I THIS SURVEY WAS MADE FOR THE BENEFIT OF AF AB VENTQRE, LLC. DONN W. BOATWRIGHT, P.S.M. FLORIDA: LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA L_;C. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JUNE 25, 2018 SHEET ? OF ' 10 \ x g� 0 i ��' o0 N • f 00 1 0f [La_ f a o_ 1 o r - fl' I LOT 3 I I f LOT 4 ff r - o M 00 i oM Ir - .� x o En i / 1 I X 0.3' 0. 1%2" IRON i SET 4"X4" CONCRETE 6' WOOD FENCE----- '� PIPE, LB 3672 31.25' MONUMENT, LB 3672 N 89'59' 54" W '?,Q 31.25' w I U Z w RE #1721380000 0 J. E. GIPSON 3 i ORB 930 PG 77 �I THIS SURVEY WAS MADE FOR THE BENEFIT OF AF AB VENTQRE, LLC. DONN W. BOATWRIGHT, P.S.M. FLORIDA: LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA L_;C. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JUNE 25, 2018 SHEET ? OF