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227 Beach Avenue (Gooden)N FSi r�> Robert St C^untry Club 0 ,ztr St (MEASURED FROM THE TOP OF H.M. HOLLOW METAL THE SLAB OR WOOD DECK) M.O. MASONRY OPENING gc:enn n _ O m OPPOSITE HAND B.O.I.C. BY OWNER'S INTERIOR CONTRACTOR P.T. PRESSURE TREATED C.I.P. CAST IN PLACE R.O. Ardelln Rd w SIM. SIMILAR M - rvy R d PDtlne• �1„ `'=•r TOP OF MASONRY W l+l,h 54 e m Atlat r, F.D. FLOOR DRAIN W.P. -BeaC1 �. ^'. (} �`�•" 13th ha ,c::k i.. i1 F.V. FIELD VERIFY GWB GYPSUM WALLBOARD a Wp- b %_. r 3' Bonita r m 77777777777 BRICK (IN PLAN) 0 WOOD BLOCKING Plaza St to plata St a, (CONTINUOUS) g• trn 5+ ti Atlantic RelCten N m PROJECT CONCRETE Beaches (DISCONTINUOUS) Cr Viriiras : p 4r z PLYWOOD SITE cutlass Lr i. r7. e V} S-1) hit CJ RIGID OR FOAM INSULATION CD .- 4 T' OFFICE .. �,. 4th .St of b fD p 4 DOOR 108A - THE Vv 4 Beaches r C` )y st , + DOOR NUMBER IS ASSOCIATED CLOSET W ist S t "11111 :rte _ u + Y" Sturawant 51 4'lSh puh Rr A'cfn St Atlantic Btvd to to Atlantic Btvd (DA Atlantic Blvd Raghme Tay.-,, BNd C: Seafood R ,nr Q, Lemon St Seminole fan h Gr Q� n r utxnppP.9.. F,h U )ranSg 51 n` r �. .t-' a °n• 4{y Sl` 11Ai y -.a alp`{h � 11: iY S- pi) �.. t'7 W G•T ;�It rJrda. c. 4� w j Leda' . �. `ba Neptune " Oak 51 sf� y Atlantic Village Shopping Center Beach °+ = m * c % o 61 Pine St sl!lckland Rd �J rn Bay St Ft�i i arbc a Ln w lkc, 4 Magna!ia St c Rose I't arbor adt a Norh St ,., No. r V Atc Q mat FtVr. .—.r .pr" ,t4Y"? 3 � C:. sFlorida Blvd t,: 1 tarda t31vd 7: M 51 M m -: u south St IpTra;: Big [ rste' Ga'e Yoh r� N. VICINITY MAP/ ATLANTIC BEACH PROJECT SUMMARY PROJECT DESCRIPTION: THE NEW OCEAN FRONT RESIDENCE WILL BE CONSTRUCTED OF CONCRETE BLOCK WALLS WITH 2x4 INTERIOR FURRING STRIPS. IT WILL BE RAISED OFF OF GRADE APPROXIMATELY 3-3" AND WILL HAVE DECKS OF FRANGIBLE CONSTRUCTION IN THE FRONT AND THE BACK. THE SECOND LEVEL WILL BE CONSTRUCTED WITH 2x6 STUDS AND THE EXTERIOR WILL BE HORIZONTAL CEMENTITIOUS PLANK SIDING. THERE ARE BAY WINDOWS ON THE NORTH AND SOUTH SIDE OF THE HOUSE TO COMPLY WITH ZONING CODES, THE ROOF WILL BE CONSTRUCTED WITH PRE-ENGINEERED TRUSSES AND THE PEAK WILL BE NO HIGHER THAN 35'-0" BUILDING DATA PER FLORIDA RESIDENTIAL CODE, 2010: ZONING: OCCUPANCY RESIDENTIAL TYPE ARS -2 NUMBER OF STORIES: TWO FLOOD ZONE: AO -VE CONSTRUCTION TYPE: TYPE V(B), UNPROTECTED, UNSPRINKLERED PARCEL NUMBER: 1 701 89-001 0 MAIN BUILDING AREA: MINIMUM YARD FRONT YARD MIN. 20' REQUIREMENTS: SIDE YARD MIN 5' MIN (SUM OF 15') FIRST FLOOR CONDITIONED AREA 2,325 SF SECOND FLOOR CONDITIONED AREA 2,351 SF TOTAL CONDITIONED AREA 4,676 SF FIRST FLOOR EXTERIOR COVERED AREA: 624 SF SECOND FLOOR EXTERIOR COVERED AREA 624 SF BUILDING HEIGHT: FIRE RESISTANCE REQUIREMENTS: 34'-0" FIRE RATINGS PER TALBE 601 - CONSTRUCTION TYPE V, B: STRUCTURAL FRAME INCLUDING COLUMNS, 0 HR. GIRDERS AND TRUSSES BEARING WALLS EXTERIOR 0 HR. INTERIOR 0 HR. NON-BEARING WALLS AND PARTITIONS EXTERIOR PER TABLE 602 0 HR, INTERIOR 0 HR, FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 HR. ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 HR, REAR YARD MIN. 10' A.F.F. ABOVE FINISHED FLOOR G.C. GENERAL CONTRACTOR (MEASURED FROM THE TOP OF H.M. HOLLOW METAL THE SLAB OR WOOD DECK) M.O. MASONRY OPENING B.O. BY OWNER OR OWNER'S OTHER FORCES O.H. OPPOSITE HAND B.O.I.C. BY OWNER'S INTERIOR CONTRACTOR P.T. PRESSURE TREATED C.I.P. CAST IN PLACE R.O. ROUGH OPENING CONT. CONTINUOUS SIM. SIMILAR C.J. CONTROL JOINT T.O.M. TOP OF MASONRY E.W.H. ELECTRIC WATER HEATER U.N.O. UNLESS NOTED OTHERWISE F.D. FLOOR DRAIN W.P. WORKING POINT F.V. FIELD VERIFY GWB GYPSUM WALLBOARD MATERIAL LEGEND 77777777777 BRICK (IN PLAN) 0 WOOD BLOCKING (CONTINUOUS) WOOD BLOCKING :•• A • CONCRETE (DISCONTINUOUS) PLYWOOD EARTH ® FINISHED WOOD ----------------------- `----=====-----------=== ACOUSTICAL INSULATION k=-- - — — — ------------- RIGID OR FOAM INSULATION DOOR SCHEDULE REFERENCE OFFICE 108 DOOR NUMBER MARK: THIS MARK DESIGNATES DOOR 108A - THE ARROW DEFINES THE ROOM TO C WHICH THE DOOR NUMBER IS ASSOCIATED CLOSET 109 W D z W z In Gooden Residence 227 Beach Avenue Atlantic Beach,Florida February 14 2014 Architectural Services: Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg, No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 EDGE OF PAVEMENT COASTAL CONSTRUCTION CONTROL LINE EXISTING GUEST HOUSE ---------- ---------- F I ----- --- --- NEW , -- -- - L DRIVEWAY i OF NEW RESIDENCE NEW PROPERTY FENCE (TO BE PERMITTED AT A LATER DATE) CP ------L__ -- oa��. I ViVF 0 LIST OF DRAWINGS: COVER WITH SITE PIAN SURVEY ARCHITECTURAL Al FIRST FLOOR PLAN A2 SECOND FLOOR PLAN A3 FIRST FLOOR REFLECTED CEILING PLAN A4 SECOND FLOOR REFLECTED CEILING PLAN A5 ROOF PLAN & ROOF DETAILS A6 EXTERIOR ELEVATIONS A7 EXTERIOR ELEVATIONS A8 BUILDING SECTIONS A9 BUILDING SECTIONS A10 BUILDING SECTIONS A11 WALL SECTIONS Al WALL SECTIONS A13 WALL SECTION & MOISTURE BARRIER DETAILS A14 ENLARGED STAIR PLAN AND ELEVATIONS A15 DOOR SCHEDULE, DETAILS, AND WINDOW ELEVATIONS A16 WINDOW DETAILS A17 WINDOW DETAILS A18 ENLARGED 1 ST FLOOR CEILING PLAN (NOT INCLUDED) A19 ENLARGED BATHROOM PLANS AND ELEVATIONS - FIRST FLOOR A20 ENLARGED BATHROOM PLANS AND ELEVATIONS - SECOND FLOOR A21 ENLARGED MASTER SUITE PLANS AND ELEVATIONS A22 ENLARGED KITCHEN PLAN AND ELEVATIONS A23 INTERIOR ELEVATIONS A24 EXTERIOR MOULDING DETAILS (NOT INCLUDED) A25 INTERIOR MOULDING DETAILS&P i 4WAAA j L4*-- . A26 INTERIOR MOULDING DETAILS (NOT INCLUDED) A27 POWER PLAN (NOT INCLUDED) A28 STRUCTURAL S1.1 DESIGN CRITERIA AND GENERAL NOTES S2.1 FOUNDATION PLAN S2.2 SECOND FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 SECTION AND DETAIL S3,2 SECTION AND DETAIL S4,1 SECTION AND DETAIL S5.1 SECTION AND DETAIL IFILE CS6.1 SECTION AND DETAIL S6.2 SECTION AND DETAIL r�`r _ OE Ua0 �' AU A eC gig 87-0` 66'-9112" NEW PROPERTY FENCE (TO BE PROPERTY LINES PER FINAL DECREE PERMITTED AT A LATER DATE) — - - - - - - - — JUDGEMENT IN SUIT No. 77246-E - - CENTERLINE OF NEW RESIDENCE SHALL BE DETERMINED BY THE I CENTERLINE BETWEEN THE NORTH AND SOUTH LU I PROPERTY LINE I I I I I i� I I I _ I I _ I I ' I C3 --------- - - ---------------- - I t -, • - i-1 -----FUTURE PERMIT , I NORTH SITE PLAN SCALE: 1/16" = 1'-0" T. 0 w m 0 CO z 0 < x 0 0- x 0 U 0 z 0 LU a - z w 0 w co W of X W w 0 z 0 U 0 0 x w 0 w W z < W fy < a_ w ry < 3 U O L, w V) J < z c� it O Li r- Ld0 0 0 Ld w w m J J < V) 0 z < ry 0 F_ U_ 0 w w U z C5 Z ry w w z 0 z w U z < 0 w U O ry w a. o ry a - in z < w 0 > x w h 0 z w ry z Li c� z < ry 0 N O N O 1 STUD SCHEDULE LOCATION SHEARWALL SCHEDULE INTERIOR LOAD BEARING STUD SHEAR— FLOOR SHEATHING NAILING BLOCKING HOLD DOWN EACH END (3) #END SILL PLATE 2) IN LIEU OF HOLDDOWNS AT EACH FLOOR A THREADED ROD MAY EXTEND FROM WALL(1) ROOF TRUSS HOLDDOWN INTO FOUNDATION TYPE SIZE EDGE SPACING INTERMEDIATE SPACING( REQUIRED @ SLAB POST STUDS ATTACHMENT 4 ) SW3 2ND 348" OSB EACH SIDE OF OPENING 8d 3" 12" YES HDQ80—RSDS3 3 V'O ANCHOR DOLT IF HOLDDOWN IS HDU5: 3-CS16 (2) ®20" HDU11—SDS2.5 W/ 4 END STUDS SW6 2ND %fe" OSB 8d 6"1219 YES HDU5—SDS2.5 2 l�" ANCHOR BOLT (2) OR ®32as HTT5 W/26 -10d SWA 2ND PROVIDE SIMPSON STRONG—TIE STRONG—WALL SHEAR WALL TYPE SSW 15x10 SWB 2ND PROVIDE SIMPSON STRONG—TIE STRONG—WALL SHEAR WALL TYPE SSW 21x10 SWC 2ND PROVIDE SIMPSON STRONG—TIE STRONG—WALL SHEAR WALL TYPE SSW 24x10 NOTES: 1) SEE PLANS FOR SHEARWALL LOCATIONS. 2) SEE ELEVATION 4/S6.2 FOR TYPICAL SHEARWALL ELEVATION. SEE DETAIL 7/S6.1 FOR TYPICAL SHEARWALL NAILING PATTERNS. 3) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH HAVE A COMMON END POST (USE LARGER HOLDDOWN). 4) Y2" O ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7" INTO THE SLAB. AT INTERIOR WALLS NOT LOCATED ALONG THE EDGE OF THE SLAB, Y2"4 EXPANSION BOLTS EMBEDDED 4" MAY BE SUBSTITUTED FOR CAST—IN—PLACE ANCHOR BOLTS. AT EXTERIOR WALLS, Y2"O BOLTS EPDXIED INTO SLAB MAY BE SUBSTITUTED. DOUBLE TOP PLATE WALL STUDS UNDER TRUSS, SEE GEN NOTES SILL PLA ROOF TRUSS, SEE PLAN LTT20B PROVIDE X" o THREADED ROD W/ NUT & WASHER EACH END AS SHOWN D TT2 DOUBLE TOP PLATE WALL STI UNDER TRI. SEE GEN NO FASTENER: LTT208: 10-10d NAILS DTT2: 8—SDS Y4x1Y2 D TT2 II i Yz"O ANCHOR BOLT EMBED IN FTG OR POST INSTALL SEE FASTENER SCHED LTT20B CAPACITY = 1500# SCALE: NTS SILL BLOCKING IN FLOL,,\ SYSTEM PER GENERAL NOTES Z STUD SCHEDULE LOCATION EXTERIOR INTERIOR LOAD BEARING STUD 2x6 CSD 16" 2x4 ® 16" AS TO STUD GRADE SPF STUD GRADE SPF NOTES: 1) SYP DENOTES SOUTHERN YELLOW PINE 2) SPF DENOTES SPRUCE—PINE—FIR. (SYP MAY BE SUBSTITUTED) 3) INTERIOR NON LOAD BEARING STUDS SHALL BE 2x4 ® 24" STUD GRADE SPF. "'S AT T&B TUDS PER ENER SCHEDULE TRUSS, 'LAN GT PROVIDE V'O THREADED ROD W/ NUT & WASHER =ACH END AS SHOWN =ASTENER: dGT: 22-10d NAILS IDU5: 14 SDS Y4"x2)�" WOOD SCREWS OR EQUAL �V'O ANCHOR BOLT EMBED IN FTG OR POST INSTALL, SEE FASTENER SCHED NOTE: HTT5 W/26 -10d NAILS MAY BE SUSTITUTED FOR HDU5 MGT W/ HDU5 CAPACITY = 3965# OPENING UP TO 6' WO HEADER STU AND THREE FL HEIGHT STU HEADER STUD ) FULL HGT STU STUD AT OPNG TT2 HOLDDOWN flV'o THREADED PDXIED INTO CM ELOW BLOCKING IN FL,,\,,\ SYSTEM PER GENERAL NOTES HEADER SCHEDULE (FOR SINGLE STORY BUILDINGS) LOCATION HEADER INTERIOR LOAD BEARING 2-2x12 EXTERIOR SPAN < 4'-6" 2-2x8 SPAN < 6'-0" : 2-2x10 NOTES: 1) USE THIS SCHEDULE ONLY FOR HEADERS AND BEAMS THAT ARE NOT CALLED OUT ON PLAN. 2) ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER AS PER DETAIL 5/S6.1 ni inc A T T B S PER R SCHEDULE OPENINGS > 6' STRAPPING REQUIREMENTS AT INTERIOR AND EXTERIOR LOAD BEARING WALL OPENINGS /,* 5 DETAIL _ 1 S6.2 SCALE: NTS NOTES: 1) GIRDER HOLDDOWNS SHALL BE FROM STUD TO STUD AT EACH FLOOR AND FROM STUD INTO SLAB ON GRADE SO AS TO PROVIDE A CONTINUOUS PATH FOR WIND LOADS FROM THE GIRDER TO THE FOUNDATION. 2) IN LIEU OF HOLDDOWNS AT EACH FLOOR A THREADED ROD MAY EXTEND FROM ROOF TRUSS HOLDDOWN INTO FOUNDATION SLAB. 3) AT HEADERS, LOWER HOLDDOWN SHALL BE TURNED AND NAILED TO HEADER. PROVIDE SAME SIZE HOLDDOWN AT EACH SIDE OF OPENING FROM STUDS INTO SLAB ON GRADE. ATTACH HEADER TO STUDS EACH SIDE OF OPENING WITH SIMPSON COIL STRAPS AS FOLLOWS: IF HOLDDOWN IS LTT20B:—CS20 IF HOLDDOWN IS HDU5: 3-CS16 WALL STUDS, —� SEE STUD SCHED SEE NOTE I--\ SEE NOTE 2 F OPENING ABUTS SHEARWALL, SHEARWALL HOLD DOWN -ONTROLS (TO BE INSTALLED) TT4 HOLDDOWN '/V'O THREADED ROD PDXIED INTO CMU ELOW TYPICAL SHEARWALL ELEVATION Z_ SEE NOTE 2 RENOVATIONS for the: NOTES: 1) END POST SEE SHEARWALL SCHEDULE. 2) HOLD—DOWN ANCHORS ARE SPECIFIED IN THE SHEARWALL SCHEDULE FOR EACH END OF SHEARWALL. 3) BOTTOM SILL PLATE TO FOUNDATION CONNECTORS AS SPECIFIED IN THE SHEARWALL SCHEDULE. 4) SHEARWALLS ARE DENOTED SW# ON STRUCTURAL PLANS. 4 ELEVATION S6.2 SCALE: NTS NOTE: AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 A. Reg. No. AR 12715 Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 ,�71= Ofie . �q......... S R g�9r �V qBq•\ �®1 � �� �. 0q � �d I P o.." lbt q= "'ONAL Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL 56.2 SILL PLATE CLIP, SEE FASTENER SCHEDULE 1 SEE PLAN TYPICAL SHEARWALL ELEVATION Z_ SEE NOTE 2 RENOVATIONS for the: NOTES: 1) END POST SEE SHEARWALL SCHEDULE. 2) HOLD—DOWN ANCHORS ARE SPECIFIED IN THE SHEARWALL SCHEDULE FOR EACH END OF SHEARWALL. 3) BOTTOM SILL PLATE TO FOUNDATION CONNECTORS AS SPECIFIED IN THE SHEARWALL SCHEDULE. 4) SHEARWALLS ARE DENOTED SW# ON STRUCTURAL PLANS. 4 ELEVATION S6.2 SCALE: NTS NOTE: AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 A. Reg. No. AR 12715 Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 ,�71= Ofie . �q......... S R g�9r �V qBq•\ �®1 � �� �. 0q � �d I P o.." lbt q= "'ONAL Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL 56.2 7 0 m 0 a_ Cn z 0 < 0 o- af 0 0 U) L. 0 z 0 co Of W a - z w 0 w Cn w a- x W w 0 z 0 U 0 0 w x of 0 w M Z < 0 w < w CZ Cn < U of 0 tL LU F -- V) < z 0 W 0 0 w H U ry E - w W M -ii < V) CD z < 0 0 w Cn w S U Z c� z w LU z z w 0 z < 0 > U 0 F_ ry w 0 0 z < Li U > w 0 I - z w W co z w CO 0 z < ry 0 N 0 N 0 1 NAIL FASTENING SCHEDULE CONNECTION NAIL LOCATION NAIL (A) GUN NAIL STAPLE (B) JOIST TO SILL OR GIRDER TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA BRIDGING TO JOIST TOENAIL EA END 2-8d 2-3"x0.131" 2-3" 14 GA 1"x6" SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 2-8d - - WIDER THAN 1 "x6" SUBFLOOR TO EA JOIST FACE NAIL 3-8d - - 2" SUBFLOOR TO JOIST OR GIRDER BLIND & FACE NAIL 2-16d - - SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d @ 16" 3"x0.131" @ 8" 3" 14 GA @ 12" TOP PLATE TO STUD END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA STUD TO SOLE PLATE TOENAIL 4-8d 4-3"x0.131" 3-3" 14 GA STUD TO SOLE PLATE END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA DOUBLE STUDS FACE NAIL 16d @ 24" 3"x0.131" @ 8" 3" 14 GA @ 8" DOUBLE TOP PLATES TYPICAL FACE NAIL 16d @ 16" 3"x0.131" @ 12" 3" 14 GA @ 12" DOUBLE TOP PLATES SPLICE (LAP 4'-0") FACE NAIL 8-16d 12-3"x0.131" 12-3" 14 GA BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA RIM JOIST TO TOP PLATE TOENAIL 8d @ 6" 3"x0.131" @ 6" 3" 14 GA @ 6" TOP PLATE INTERSECTIONS FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA CONTINUOUS HEADER, TWO PIECES FACE NAIL 16d @ 16" T&B EDGE - - CONTINUOUS HEADER, THREE PIECES FACE NAIL 16d @ 16" T&B EA FACE - - CEILING JOISTS TO PLATE TOENAIL 3-8d 5-3"x0.131" 5-3" 14 GA CONTINUOUS HEADER TO STUD TOENAIL 4-8d - - CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA RAFTER TO PLATE TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA 1 "x8" SHEATHING TO EACH BEARING WALL FACE NAIL 2-8d - - WIDER THAN 1"x8" SHEATHING TO EA BRG FACE NAIL 3-8d - - BUILD-UP CORNER STUDS FACE NAIL 16d @ 24" 3"x0.131" @ 16" 3" 14 GA @ 16" 2" PLANKS AT EACH BEARING 16d - - COLLAR TIE TO RAFTER FACE NAIL 3-10d 4-3"0.131" 4-3" 14 GA JACK RAFTER TO HIP TOENAIL 3-10d 4-3"x0.131" 4-3" 14 GA JACK RAFTER TO HIP FACE NAIL 2-16d 3-3"0.131" 3-3" 14 GA ROOF RAFTER TO 2x RIDGE BEAM TOENAIL 2-16d 3-3"x0.131" 3-3" 14 GA ROOF RAFTER TO 2x RIDGE BEAM FACE NAIL 2-16d 3-3"0.131" 3-3" 14 GA JOIST TO BAND JOIST FACE NAIL 3-16d 5-3"x0.131" 5-3" 14 GA LEDGER STRIP FACE NAIL 3-16d 4-3"0.131" 4-3" 14 GA NOTES: A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF VERT WALL REINF, MASONRY SEE NOTES CONTROL JOINT T AitAI 1 m LINTEL , SEE SCHED MASONRY BOND BEAM FTG, SEE PLAN DOWELS TO MATCH VERT REINF FOR OPENINGS AT STAIR W/ FULL HEIGHT CMU, PROVIDE #5 BAR EF IN 2 GROUTED CELLS OR #7 BAR CTRD IN 2 GROUTED CELLS EACH SIDE OF OPENING (MAX OPENING WIDTH 3'-0") TYPICA SCALE: NTS NO VERT 11 a = 1�00ji 1 LOCATION ==E-I==N-=�_MUN_M= ROOF TRUSS (2) (4) <465# SEE NOTE <910# SEE NOTE <1500# SEE NOTE <3965# SEE NOTE <8030# GROUT CELL FULL <19480# TOP PLATE CLIP AT WALLS NOTE: W/ROOF BEARING (5) 17'-0" FLOOR SILL PLATE CLIP TRUSS TYPE JOINT REINFORCEMENT SHALL AT WALLS W/ CMU MENINNINEEN JOINT.BE STOPPED EACH SIDE OF BEAM REINFORCEMENT SHALL BECONTINUOUS SILL PLATE TO CMU ■ WALLS (5) (7) THROUGH CONTROL JOINT. L REINFORCED MASONRY WALL FTG, SEE PLAN DOWELS TO MATCH VERT REINF FOR OPENINGS AT STAIR W/ FULL HEIGHT CMU, PROVIDE #5 BAR EF IN 2 GROUTED CELLS OR #7 BAR CTRD IN 2 GROUTED CELLS EACH SIDE OF OPENING (MAX OPENING WIDTH 3'-0") TYPICA SCALE: NTS NO VERT 11 a = 1�00ji 1 LOCATION UPLIFT ROOF TRUSS (2) (4) <465# SEE NOTE <910# SEE NOTE <1500# SEE NOTE <3965# SEE NOTE <8030# GROUT CELL FULL <19480# TOP PLATE CLIP AT WALLS NOTE: W/ROOF BEARING (5) 17'-0" FLOOR SILL PLATE CLIP TRUSS TYPE JOINT REINFORCEMENT SHALL AT WALLS W/ CMU ROOF BEARING (5) JOINT.BE STOPPED EACH SIDE OF BEAM REINFORCEMENT SHALL BECONTINUOUS SILL PLATE TO CMU ■ WALLS (5) (7) THROUGH CONTROL JOINT. FASTENER (1) 1-H5 2-H5 LTT208 w/DTT2 MGT W/ HDU5 HGT W/ 2-HTT5 2-HD9A w/ 2-HD9A SPH @32" SPH @ 32" CONNECTION TRUSS/RAFTER OR STUD POST PLATE/FDN 4-8d 4-8d 4-8d 4-8d SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 12-10dx1Y2" 12-10dxl Y2" Y2"O ANCHOR BOLT W/ 2x2xYs" PL WASHER NOTES: 1) ALL CONNECTORS LISTED ARE SIMPSON STRONG -TIE, UON. OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND NUMBER SHALL_ BE IN ACCORDANCE WITH MANUFACTURER'S CATALOG. ROOF TRUSS CLIPS SHALL BE SELECTED TO PROMDE THE UPLIFT RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. 2) IN ADDITION TO SHEDULED HOLD DOWN, PROVIDE 3-8d TOE NAILS. 3) EMBEDMENT OF BOLTS SHALL BE AS FOLLOWS: BOLT TYPE Y2'0 5/s'0 X4,0 EMBEDDED ANCHOR 7" 12" 12" EPDXIED THREADED ROD 6" 7Y2" 9" EXPANSION ANCHOR 6" NOT PERMITTED 4) ROOF GIRDER TRUSS (OR TRUSS LOAD GREATER THAN 1500 LBS), CONNECTION IS TO STUDS UNDER TRUSS, AND FROM STUD INTO CMU WALL. SEE DETAIL E;/S6.2. 5) WHEN TRUSS UPLIFT EXCEEDS 780 LBS, PROVIDE WALL CLIPS AND STRAPPING AT 16" OC, OR LTI-20B FROM TRUSS TO STUD AND STUD TO SLAB. 6) SEE SHEARWALL SCHEDULE FOR SILL PLATE ATTACHMENT AT SHEARWALLS. 16d AT 16" OC EA DOUBLE 2x EDGE, STAGGERED - Y"o BOLT AT 24" OC EA EDGE, STAGGERED 0 C W U < < JOINT REINF @ 16" OC, UON Z K1_ DOWELS TO MATCH VERT REINF, TYP, UON W CLEANOUT HOLE zF z �AS REQUIRED ' `-FTG, SEE PLAN KNOCK -OUT WALL SECTION BLOCK W/ #5 EF HORIZ JOINT REINF COORD W/ ARCH ADD 1-#5 FULL HEIGHT WHEN SEALANT TYP OPENING EXCEEDS 8'-0" BOTH FACES Y2" 4-2x PRE -FORMED NEOPRENE GASKET FULL HEIGHT OF WALL TRIPLE 2x �a-naa r uVLI /11 GT VV N EACH EDGE, STAGGERED BUILT-UP BEAMS 5 DETAIL S6.1 SCALE: NTS FILL ALL CELLS W/ VERTICAL REINFORCING SOLID 1.1..7 ❑ ❑ SEE PLAN & SECTIONS NOTES: 1) 5' MAX IF LOW LIFT GROUTING IS USED. 2) IF HIGH LIFT GROUTING IS USED, REINFORCING SHALL BE FULL HEIGHT & A CLEANOUT HOLE IS REQ'D @ CELLS W/REBAR. GROUT SHALL BE PLACED IN LIFTS TO PREVENT BLOWOUTS. 3) SEE GENERAL NOTES FOR BAR LAPS. 4) JOINT REINF SHALL CONSIST OF @ LEAST TWO WIRES OF W1.7 OR GREATER. SPLIC PLATE C 3 CONVENTIONAL ROOF FRAMING SCHEDULE FRAMING (AT 24" OC MAX) -TYP VERTICAL REINF ADD 1-#5 FULL HEIGHT WHEN TYP WALL REINF, OPENING EXCEEDS 4'-0" SEE GENERAL NOTES FOR SIZE & SPACING 7P -0j' I EACH SIDE L CONTROL JOINT OF JOINT 1-#5 FULL HEIGHT, 2-H3, 2-H5 OR TS12 2x8 12'-0" GROUT CELL FULL 2x10 14'-0" NOTE: 2x12 17'-0" 2-H8 OR 2-TS12 TRUSS TYPE JOINT REINFORCEMENT SHALL TYPICAL WALL OPENING CMU CONTROL JOINT JOINT.BE STOPPED EACH SIDE OF BEAM REINFORCEMENT SHALL BECONTINUOUS ■ THROUGH CONTROL JOINT. L REINFORCED MASONRY WALL ail DETAILS SPLIC PLATE C 3 CONVENTIONAL ROOF FRAMING SCHEDULE FRAMING (AT 24" OC MAX) MAXIMUM SPAN CLIP / STRAP 2x4 7P -0j' H3, H5 OR TS9 2x6 9'-6" 2-H3, 2-H5 OR TS12 2x8 12'-0" 2-H3, 2-H5 OR 2-TS9 2x10 14'-0" 2-H8 OR 2-TS9 2x12 17'-0" 2-H8 OR 2-TS12 NOTES: 1) USE THIS SCHEDULE FOR AREAS NOT FRAMED WITH ROOF TRUSSES. 2) ALL CONNECTORS LISTED ARE SIMPSON STRONG -TIE. A'_!1" AAwIAAI IAA I AM MINIMUM EACH SIDE OF EACH SPLICE) TYPICAL TOP PLATE SPLICE DETAIL S6.1 SCALE: NTS VERT REINF, SEE GENERAL NOTES KNOCKOUT BLOCK #3 TIES, SEE SCHEDULE FOR SPACING ADD 1-#6 EF CONT FOR L-2 FILL CELLS W/ CONC PRECAST OR CMU U -BLOCK CMU 1-#5 EF CONT T FOR L-1 1-#6 EF FOR L - �-REINF, SEE SCHED MASONRY OPNG 6'-0" OR MORE (SEE SCHEDULE FOR SIZE & REINF) KNOCK -OUT BLOCK FILL CELLS W/ CONC 12d @ 16" OC STAGGERED EA SIDE 172" '-d @ 16" OC AGGERED SIDE & EA PLY 2-2x STUDS 3-2x STUDS BUILT-UP COLUMNSZSTUDS 4 DETAIL S6.1 SCALE: NTS EDGE OF SHEARWAL ' OR DECKIN GYPSUM BOARD Of PLYWOOD PANEI NAIL SPACING @ SUPPORTED EDGES, SEE NOTES OR SCHEDULE J IVllI L11VV IV IIV ILL\iVILUI/'11L SUPPORT IS 12" OC MAX, UON NOTES: 1) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE BLOCKING IF REQ'D BY NOTES OR SCHEDULE. NAILING REQUIREMENTS FOR FLOOR AND ROOF DECK DETAIL S6.1 SCALE: NTS t5 EF CONT T&B TIES @ 8" OC ERNATE TIES PRECAST OR 8" U -BLOCK MASONRY OPNG UP TO 6'-0" MASONRY BEAM SCHEDULE PLAN MAX SPAN DEPTH CONT BOTTOM TIE DESIGNATION REINF SPACING L-1 10'-0" 2'-0" 1-#5 EF Pg., L-2 13'-0" 1 2'-8" 1-#6 EF - �� 0 ■ 1110 ■ ail 10!a� .. CMU 1-#5 EF CONT T FOR L-1 1-#6 EF FOR L - �-REINF, SEE SCHED MASONRY OPNG 6'-0" OR MORE (SEE SCHEDULE FOR SIZE & REINF) KNOCK -OUT BLOCK FILL CELLS W/ CONC 12d @ 16" OC STAGGERED EA SIDE 172" '-d @ 16" OC AGGERED SIDE & EA PLY 2-2x STUDS 3-2x STUDS BUILT-UP COLUMNSZSTUDS 4 DETAIL S6.1 SCALE: NTS EDGE OF SHEARWAL ' OR DECKIN GYPSUM BOARD Of PLYWOOD PANEI NAIL SPACING @ SUPPORTED EDGES, SEE NOTES OR SCHEDULE J IVllI L11VV IV IIV ILL\iVILUI/'11L SUPPORT IS 12" OC MAX, UON NOTES: 1) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE BLOCKING IF REQ'D BY NOTES OR SCHEDULE. NAILING REQUIREMENTS FOR FLOOR AND ROOF DECK DETAIL S6.1 SCALE: NTS t5 EF CONT T&B TIES @ 8" OC ERNATE TIES PRECAST OR 8" U -BLOCK MASONRY OPNG UP TO 6'-0" MASONRY BEAM SCHEDULE PLAN MAX SPAN DEPTH CONT BOTTOM TIE DESIGNATION REINF SPACING L-1 10'-0" 2'-0" 1-#5 EF - L-2 13'-0" 1 2'-8" 1-#6 EF - 9 DETAIL S6.1 SCALE: NTS TYPICAL CMU LINTEL. DETAIL NOTES: 1) FOR OPNG LOCATIONS SEE ARCH DWGS. 2) PROVIDE 8" BEARING EACH SIDE OF OPNG. ANEL EDGE LOCKING ROVIDED F TRUSSES, IOISTS RENOVATIONS for the: Gooden Residence Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 %rj %6p 0692 A �E 1 Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL 56.1 z.; 0 w m 0 0- 0 O Q 0 ry 0 U 1 0 z 0 V) w z 0 w U) co Li ry n X w w 0 z O U 0 0 w 0 w V) Z Q Ci w Q n w a_ V) Q U 0 w Ld U) J Q z c� 0 w 0 0 w w Li M J Q V) CD z a 0 0 W w CU z Z w w z z w c� z Q 0 w > 0 O r w w 0 ry 0 z Q w U w w O z w W z w Cn U z Q ry 0 N O N 0 ROOF SHEATHING, TYP ROOF TRUSSES; TYP 'ifs" OSB BETWEEN TRUSSES DBL 2x8 PT WOOD PLATE, TYP RIP TOP PLATE FOR SHEATHING ATTACHMENT 8d@6" -/CLIP, SEE FASTENER SCHED • 16" U -BLOCK W/2-#5 T&B eO ANCHOR BOLT @ - 32" OC (7" EMBED, MIN) 8" CMU TYP, W/ CONC FILLED CELLS, HOOK TOP OF REINF, TYP 1 SECTION S5.1 SCALE: NTS 2x4 BLOCK @ X -BRACE SHEATHING JOINT SHEATHING 4-16d NAILS 4-12d (2 ES) TOE NAILS EA END, FROM BLOCK TO TRUSS TOP CHORD SIMPSON A33 CLIP 2-12d NAILS A33 CLIP CONT 2x4x8' #2 SYP LATERAL BRACE @ 48" OC W/ 3-12d INTO EACH TRUSS BOTTOM CHORD n SECTION SCALE: NTS RC SHEATH CLIP, SEE FASTENER SCHEDULE nnnr rni �c�c� 2 SECTION S5.1 SCALE: NTS 4-12d TOE NAILS (2 EA SIDE) SEE PLAN BLOCK @ X -BRACE 8d@3" FOR FULL LENGTH OF TRUSS 2x4 X -BRACE @ 48" OC* 4-16d SEE NOTE #2 2-12d NAILS 3-12d NAILS 12d @ 4" FROM TYP AT VERTS LATERAL B CE TO BLOC BELOW SEE I �--2x4 SC NOTE #2 NAILED TO 1xi TRUSS IF VERT WEB IS NOT PRESENT — — CEILING, 2x4 BLOCKING @ 48" OC SEE ARCH BETWEEN TRUSSES H5 CLIP @ 48" OC FROM BLOCKING TO DBL TOP PL PROOF TRUSS BOTTOM CHORD OF ROOF TRUSS EYE BOLT SEE ARCH NOTE: DESIGN ALL ROOF TRUSSES OVER MASTER BED ROOM FOR TWO, 250# POINT LOADS SPACED AT 6' OC OCCURRING ANYWHERE ALONG THE TRUSS BOTTOM CHORD HANGING BED SUPPORT DETAIL SCALE: NTS SEE NOTE 4 R�nr -rni icc ROOF SHEA' TOP PLATE CLIP, SEE FASTENER SCHEDULE 10d@6" ROOF SHEATHING - ROOF TRUSS SEE PLAN MALL SHEATHING SHEATHING SHALL BE CONTINUOUS UNDER NON-FUNCTIONAL DORMERS /-1 Od@6" CS20 I \ \ �TS12 TYPICAL DORMER STRAPPING rT SECTION S5.1 SCALE: NTS ONE LEG OF 2x4 X -BRACE @ 48" OC 12d NAILS @ 4" OC BOTTOM CHORD OF = COMMON TRUSSES @ 24" OC 3-12d NAILS @ EACH TRUSS -�—CLIP, SEE NOTE 3 (2) 2x TOP PL 2x STUDS CMU WALL AT SIM. SEE 1 /S5.1 FOR BOND BEAM AND NAILER CONT 2x4x8' #2 SYP LATERAL BRACE @ 48" OC SIMPSON A33 CLIP r -2-12d NAILS ROOF TRUSS, SEE PLAN 2-2x4@24" O.0 LUS24-2 BOTTOM CHORD OF TRUSS DOUBLE TOP PL WALL SHEATHING 8d@6" 2x6 LEDGER. ATTACH - W/3 -12d AT EACH 2x6 ROOF RAFTER @ 16" OC STUD ATTACH AT EACH END W/ 4-12d TOE NAILS ROOF SHEATHING, SEE PLAN x x ATTACH CEILING JOIST TO ROOF RAFTER W/2 -10d R19 VkWALL STUD BEAM, SEE PLAN 2x4 LEDGER. ATTACH W/2 -12d @ 16" OC ATTACH ROOF RAFTER ATTACH CEILING JOIST TO TOP PLATE W/4 -12d TO LEDGER W/3 -10d TOE NAILS TOE NAILS STUD WALL, SEE PLAN 2x4 CEILING JOIST 1-H5 CLIP FROM BLOCKING TO DBL TOP PL 2x4 BLOCKING @ 48" OC *NOTES: BETWEEN TRUSSES 1) WHERE "H" EXCEEDS 7'-0" X -BRACES SHALL BE 2x6. 2) WHERE "H" EXCEEDS 10'-6" X -BRACE MEMBERS SHALL BE NAILED TO VERTICAL WEB (OR SCAB) AT EACH TRUSS. 3) ATTACH TRUSS BOTTOM CHORD TO WALL TOP PLATE OR TRUSS BOTTOM CHORD TO NAILER ON CMU WALL AT SIM WITH SIMPSON LTP4 CLIP @ 2'-0" OC. FOR ENTIRE LENGTH OF WALL. 4) PROVIDE TRUSS ON WALL SHOWN. DESIGN TRUSS FOR 8100# LOAD COMING IN FROM ROOF SHEATHING ATTACHMENT TO TOP CHORD AND LEAVING THROUGH THE BOTTOM CHORD ATTACHMENT TO TOP PLATE OR NAILER. AT CONTRACTOR OPTION, IN LEIV OF DESIGNING TRUSS FOR THE LOAD, SHEATHE AND ATTACH WOOD PANEL SHEATHING TO ENTIRE FACE OF TRUSS PER THE REQUIREMENTS OF SHEARWALL TYPE SW3. @ 16" OC MAX. ATTACH EACH END W/3 -12d TOE NAILS RSP4 TOP PLATE CLIP AT EACH STUD SECTION 4 S5.1 SCALE: NTS ROOF SHEATHING 8d@6" ---h DBL 2x TOP PL WALL SHEATHING S r6 ECTION S5.1 SCALE: NTS \--ROOF TRUSS, TYP -CLIP, SEE FASTENER SCHEDULE -TOP PL CLIP, SEE FASTENER SCHEDULE STUD WALL, SEE PLAN RENOVATIONS for the: Gooden Residence Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL S5,01 0 w M 0 m z 0 a 0 m O U O z 0 Cn w 0- z z 0 w V) Cn w x LU w 0 z O 0 0 w a� ry 0 W (10z Q 0 W Q m w fy V) Q U_ S 3. Ir 0 L_ Q z c� 0 w 0 0 w U M w fy w m Q (n 0 z a 0 w 0 w w U Z Z W W z U Z W U' Z Q 0 w > 0 0 r ry ry w n 0 a_ 0 z w U Li co 11 0 I - z w af i— Z w Cn 0 z a 0 N O N 0 WALL STUD SEE SCHEDULE FLOOR SHEATHING EDGE NAILING INTO CONT 2x4 WALL SHEATHING, SEE ARCH 8d NAILS ® 6" 8d NAILS @ 6" (EXCEPT SHEARWALLS, SEE SHEARWALL SCHEDULE) 16" BOND BEAM W/2—#5 CONT TOP & BOT CMU, SEE ARCH ri SECTION S4.1 SCALE: NTS IPE DECKING, ATHING SEE ARCH = W U 2x4 SLEEPER @ 2'-0" OC Q AN TRUSS, LAG SCREWS ATTACH W/2—X"x4" TR FLOOR SHEATHING -X" AB 0 12" OC ATTACH FLOOR SHEATHING TO NAILER PER GENERAL NOTES EDGE SPACING DECK JOIST, --J SEE PLAN CONT 2x4 TREADED ROD ® 32"LU 210 FACE MOUNT HANGER ATTACH W/Y4"x3v, CEILING, IUT & WASHER ATW/6-10dx1V" INTO JOIST TAP CON ® GROUTED SEE ARCH ER & LOWER WOODAND 10-10dx17�" INTO LEDGER* CELLS (4'--0" MAX) TE. COUPLER IS PERMITED. T INSTALL W/ EPDXY PER ERAL NOTES OR PROVIDE 2x12 LEDGER. ATTACH W/ CONCRETE WALL. AT BOTTOM AND EMBED Y4" AB ® 12" OC* SEE 3/S3.2 FOR BOND BEAM SIZE AND REINF ' SATE TYPICAL EXTERIOR WALL SECTION ATTACH WIV' AB 24" OC TRUSS PARALLEL TO WALL @ FLOOR COORDINATE W/ARCH CMU WALL _ — BEYOND \w < FLOOR SHEATHING I I I I -- --------------- 1 L-------- I--------- ----� 16" BOND BEAM W/2—#5 T&B TYPICAL WALL REINF SEE GEN NOTES 8" CMU - 5 SECTION S4.1 SCALE: NTS CURVED RIM JOIST. SEE ARCH FOR CURVATURE. FABRICATE FROM 4 LAYERS OF Y4" PLYWOOD. ATTACH AT EACH JOIST W/4 -12d NAILS FLOOR SHEATHING `—PRE—ENGINEERED WOOD FLOOR TRUSS, SEE PLAN CONT 2x8 PT WOOD PL, TYP CANTILEVER FRAMING, V'O ANCHOR BOLT ® SEE SECTION 4/S4.1 32" OC (7" EMBED, MIN) NOTE: RECESS TOP CHORD OF TRUSS AS SHOWN AT FIRE PLACE LOCATION. SEE ARCH FOR FIRE PLACE. DESIGN FOR 180 PSF DEAD LOAD IN AREA OF FIRE PLACE. FLOOR SHEATHING JOIST, ATTACH JOIST TO BEAM Od@6" SEE PLAN �AT TOP W/LUS28 HANGER I. I I BEAM II I SEE PLAN II I �I I� ATTACH JOIST TO BEAM -- I—-- AT BOTTOM W/LUS24 HANGER —BEAM, SEE PLAN CEILING, - SEE ARCH CONT 2x4 TO SUPPORT CEILING NOTE: AT CANTILEVERED BEAM AT TOP OF STAIRS, ATTACH TOP OF BEAM WITH LUS28-2 AND BOTTOM OF BEAM WITH LUS24-2. / �q SECTION— SCALE: NTS 2x4®24" OC (ALTERNATE SIDES). ATTACH TOP AND BOTTOM W/2 -10d NAILS 2 SECTI O * NOTE: CONTRACTOR MAY ELIMINATE LEDGER AND PROVIDE SIMPSON HU210 W/8—Y4x1 N4 S4.1 SCALE: NTS TITEN SCREWS INTO THE CONCRETE WALL AND 4-10dx1Ji NAILS INTO THE JOIST EDGE NAILING FPANEL JOINT SEE PLAN FLOOR SHEATHING --\EDGE NAILING, SEE PLAN SECTION S4.1 SCALE: NTS 2x4 BLOCKING CENTERED ON PANEL_ JOINT n TT/17 1 1 ll l 1'11'l /l � 11� i 10 DETAIL S4.1 SCALE: NTS r -UJ I, IIVJ 1/i LL J2 ACS 1 I IU CMU BELOW PER GENERAL NOTES. ENSURE THAT NUT AT TOP IS SNUG TIGHT SHEATHING FLOOR TRUSS, SEE PLAN NAILER ON CMU WALL NG ARING EDGE NAIL SEE GENET NO CONT `OHEATHING 3 SECTION S4.1 SCALE: NTS WALL SHEATHING 2-2x8 NAILER. RIP UPPER FOR— WALL SHEATHING. LOWER IS PT IPE DECKING, 2x4 SLEEPER @ 2'-0" OC SEE ARCH w ATTACH W/2—Y4"x4" LAG SCREWS FLOOR SHEATHING—' DECK JOIST, SEE PLAN U26 HANGER. ATTACH W/4-10dx1X" INTO JOIST AND 6-10dx1V' INTO LEDGER* 2x6 LEDGER. ATTACH W/ V' AB © 16" OC* CONCRETE WALL. SEE 2/S3.2 FOR SIZE AND REINF r7 SECTION S4.1 SCALE: NTS SILL PLATE V' AB ® 12" OC ATTACH FLOOR SHEATHING TO NAILER WITH 2-10d ® 2" OC CONT 2x4 CEILING, ATTACH W/Y4"x3V' SEE ARCH TAP CON @ GROUTED CELLS (4'-0" MAX) * NOTE: CONTRACTOR MAY ELIMINATE LEDGER AND PROVIDE SIMPSON HU26 W/4—Y4x1-Y4 TITEN SCREWS INTO THE CONCRETE WALL AND 2-10dx1Y2 NAILS INTO THE JOIST rT� DETAIL S4.1 SCALE: NTS r"UJ 1, IIVJ 1 ALL J2 HCS IN 1 U FTG BELOW PER GENERAL NOTES. ENSURE THAT NUT AT TOP IS SNUG TIGHT SHEATHING -LOOR TRUSS, ;EE PLAN JAILER ON ;MU WALL LID BLOCKING BEAM BEARING PROVIDE 3 STUDS AT BEAM BEARING LOCATION WALL STUD. SEE GENERAL NOTES FOUNDATION SEE 4'-0" CMU WALL FLOOR SHEATHING I I BEYOND 12d@6" I 1�4-12d 4-12d 16" BOND BEAM W/2—#5 T&B TYPICAL WALL REINF SEE GEN NOTES 8" CMU - CONT 2x8 PT \ WOOD PL, TYP V'O ANCHOR BOLT 32" OC (7" EMBED, MIN) 4 SECTION S4.1 SCALE: NTS cur n TI_nnln IIVVV 1 LV VI\ VI\ 1\VVI TRUSS. SEE PLAN 8 SECTION S4.1 SCALE: NTS RENOVATIONS for the: Gooden i n �a es de ce 227 Beach Avenue Atlantic Beach, Florida PRE—ENGINEERED WOOD FLOOR TRUSS, SEE PLAN 2x6 AT EACH TRUSS OCKING ABOVE EQ'D WOOD BEAM OR GIRDER TRUSS, SEE PLAN nuo i o r Al. r- MOUNT HANGER (TYP) aecrl "", ^e�0�������0{��� � eccee ♦♦�� 11ce,Avs r ♦ e °♦ N . 3069 F� s ep 3 ''� �► �� O ✓ A�i� ` .... ♦e♦�rca3ede6d ri�i t,03 Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL S4.1 0 M 0 fy a_ z O F= - a 0 O U _ 0 z 0 Cn w n_ z w I- F - 0 w V) U) W x w w 0 z O U 0 0 w 0 w Z a w a a w _ Cn 0 O w V) J Q z CD 0 W _ 0 0 w U w w J J Q 2 V) c� z Q 0 W 0 W V) w _ CU Z C5 Z ctfW W Z U z W CD Z Q _ 0 > U W O >- I -- Of W 0 O 0 z a w 0 w W 0 z W z W r z rn N 0 r�i cn N N 0 N cV O N N O FIRE PLACE, SEE ARCH DECKING, SEE ARCH 2x6 LEDGER. ATTACH WIV' EXP ANCHOR @ 24" OC 0 I SECTION S3.2 SCALE: NTS CONCRETE WALL. SEE 2/S3.2 FOR SIZE AND REINFORCEMENT 3'-6" CONCRETE PIER. DIMENSIONS TO MATCH FIREPLACE ABOVE. PROVIDE #4@12" EACH WAY ON EACH FACE. 00 3' -6"x7' -6"x1'-0" THK CONC FTG W/5-#5 LONG WAY AND 9-#5 SHORT WAY U, SEE ARCH LL REINFORCING GENERAL NOTES WEL TO MATCH CMU ,LL REINFORCING. BED INTO CONCRETE WALL ....D LAP WITH CMU WALL REINFORCEMENT PER DOWEL SCHEDULE DOWEL SCHEDULE LOCATION EMBED LAP #5 25" 45„ #7 35" 63» 4 SECTION S3.2 SCALE: NTS PROVIDE 4"x10" TITEN HD SCREWS VERTICALLY UP WALL AT 12" OC. EMBED 5" INTO CONCRETE WALL AND PROTRUDE 5" INTO CMU DETAIL 53.2 SCALE: NTS CMU WALL, SEE ARCH CUT END OF BLOCK. GROUT AND REINFORCE PER GEN NOTES CONCRETE WALL, SEE PLAN 4-#4 CTR [5--#4 CTR'D T/WALL EL 11'-10" 0) I CV TOS EL 0'- 0" CMU WALL WOOD WALL ABOVE ABOVE 4 7 ID S3.2S4.1 4-#4 CTR'D #4@12" EW CTR'D (TYP, UON) 5-#4 CTR'D NOTES: 1) WALL THICKNESS IS 7V" TO MATCH CMU WALL ABOVE. 2) ELEVATION SHOWN IS OUTSIDE FACE OF WALL. VERIFY DIMENSIONS WITH WINDOWS AND DOORS PURCHASED. 3) EXTEND CMU BOND BEAM REINFORCING NTO CONCRETE WALL. ELEVATION "A" WEST SIDE SCALE: 1/4" = 1'-0" TYPICAL CONCRETE WALL CORNERS 5 DETAIL S3.2 SCALE: NTS NOTE: ALL HOOKS ARE STANDARD ACI HOOKS 4-#4 CTR'D 3-#4 CTR'D 5-#4 CTR'D T/WALL EL 11'-10" ai I cD I Ln I TOS EL 0'-0" 3-#4 CTR'D 2 #4@12" EW S4.1 5-#4 CTR'D CTR'D (TYP, UON) �3-#4 CTR'D a N I ao 01 L L L L L 1'-9" 3'-8l�" 2'-0Y4" 3'-1" 3'-5V' 3'-1" 3'-1V 3'-8" 3'-1 V, 3'-1" 3'-5V" 3'-1" 2'-0;'4' 33'-4" NOTES: 1) WALL THICKNESS IS 7V" TO MATCH CMU WALL ABOVE. 2) ELEVATION SHOWN IS OUTSIDE FACE OF WALL. VERIFY DIMENSIONS WITH WINDOWS AND DOORS PURCHASED. 3) EXTEND CMU BOND BEAM REINFORCING NTO CONCRETE WALL. ELEVATION "A" WEST SIDE SCALE: 1/4" = 1'-0" TYPICAL CONCRETE WALL CORNERS 5 DETAIL S3.2 SCALE: NTS NOTE: ALL HOOKS ARE STANDARD ACI HOOKS 4-#4 CTR'D 3-#4 CTR'D 5-#4 CTR'D T/WALL EL 11'-10" ai I cD I Ln I TOS EL 0'-0" 3-#4 CTR'D 2 #4@12" EW S4.1 5-#4 CTR'D CTR'D (TYP, UON) �3-#4 CTR'D NOTES: SEE 2/S3.2 FOR NOTES ELEVATION "B" (EAST SIDE SCALE: 1/49' = 1'-0" U Q 2-10d w GRADE BEAM, DECKING, TOE NAIL SEE 1/S3.1 SEE ARCH 2)x6@24" OC RIM JOISTS \-PT2x4 PONY WALLS X"x6" EXP WITH STUD GRADE ANCHOR @ 32" STUD @ 16"OC BRAK WALL, SEE SECT 1/S3.1 I i I4 i 8"x8" THICKENED EDGE W/1-#5 CONT 6 SECTION S3.2 SCALE: NTS 2x6 BLOCKING BETWEEN JOISTS @ 24" OC. ATTACH W/3 -10d TOE NAILS EACH END 2x6@24" OC IPE DECKING, DECKING, 2x4 SLEEPER SEE ARCH SEE ARCH @ 2'-0" OC 2 SLOPE " 2x6 BLOCKING @ 24" OC. ATTACH W/2 -Y4" ~- ATTACH W/3 -10d TOE NAILS LAG SCREWS EACH END _ ,�SEE KA CAH BEAM, SEE PLANS "--SIMPSON �- 2x10 @ 16" LUS26 CUT TO HANGER SLOPE 9 SECTION S3.2 SCALE: NTS SEE NOTE 3 2x6@24" OC 2x6@24"J DECK FRAMING, RIM JOIST SEE PLAN NOTES: 1) ALL 2x6 FRAMING TO BE RIPPED DOWN TO ACHIEVE REQUIRED STEP RISE. SEE ARCH FOR RISE AND RUN. 2) FRAMING ALTERNATES DIRECTIONS AS YOU GO UP. 3) ATTACH FRAMING ABOVE TO FRAMING BELOW WITH 2-10d TOE NAILS. (TYP) ri o SECTION S3.2 SCALE: NTS BEAM, SEE PLAN EDGE W/1-#5 CONT r7 SECTION S3.2 SCALE: NTS 2x6 BLOCKING BETWEEN JOISTS @ 24" OC. ATTACH W/3 -10d TOE NAILS EACH END 2x6 DECKING, 2x6 @ 24" / 1 SEE ARCH 2x6@24" OC NOTES: --- SEE 10/S3.2 FOR NOTES --- 1, SECTION S3.2 SCALE: NTS E SECT 5/S3.1 RIM JOIST DECKING, SEE ARCH DECK FRAMING, SEE PLAN RENOVATIONS for the: Gooden Residence Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 �`yJ��u'faSSvlca�.:%.,. ®6ax 4'rd® a �i ♦ E' lP o.30602 f n f f f f f "r� OF R r� 3�A��� �1�° + �»•� � 0 � hype �yr�^�o2°e'4 t e 'NA- Revisions: A- Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL S3,02 cV40 I 00 01 L L L 1'-9" 3'-8l�" 2'-9%" 3'- 8V' '-10 5'-8" 1'-10 ' 3'-8V' 2'-9%V" 33'-4" NOTES: SEE 2/S3.2 FOR NOTES ELEVATION "B" (EAST SIDE SCALE: 1/49' = 1'-0" U Q 2-10d w GRADE BEAM, DECKING, TOE NAIL SEE 1/S3.1 SEE ARCH 2)x6@24" OC RIM JOISTS \-PT2x4 PONY WALLS X"x6" EXP WITH STUD GRADE ANCHOR @ 32" STUD @ 16"OC BRAK WALL, SEE SECT 1/S3.1 I i I4 i 8"x8" THICKENED EDGE W/1-#5 CONT 6 SECTION S3.2 SCALE: NTS 2x6 BLOCKING BETWEEN JOISTS @ 24" OC. ATTACH W/3 -10d TOE NAILS EACH END 2x6@24" OC IPE DECKING, DECKING, 2x4 SLEEPER SEE ARCH SEE ARCH @ 2'-0" OC 2 SLOPE " 2x6 BLOCKING @ 24" OC. ATTACH W/2 -Y4" ~- ATTACH W/3 -10d TOE NAILS LAG SCREWS EACH END _ ,�SEE KA CAH BEAM, SEE PLANS "--SIMPSON �- 2x10 @ 16" LUS26 CUT TO HANGER SLOPE 9 SECTION S3.2 SCALE: NTS SEE NOTE 3 2x6@24" OC 2x6@24"J DECK FRAMING, RIM JOIST SEE PLAN NOTES: 1) ALL 2x6 FRAMING TO BE RIPPED DOWN TO ACHIEVE REQUIRED STEP RISE. SEE ARCH FOR RISE AND RUN. 2) FRAMING ALTERNATES DIRECTIONS AS YOU GO UP. 3) ATTACH FRAMING ABOVE TO FRAMING BELOW WITH 2-10d TOE NAILS. (TYP) ri o SECTION S3.2 SCALE: NTS BEAM, SEE PLAN EDGE W/1-#5 CONT r7 SECTION S3.2 SCALE: NTS 2x6 BLOCKING BETWEEN JOISTS @ 24" OC. ATTACH W/3 -10d TOE NAILS EACH END 2x6 DECKING, 2x6 @ 24" / 1 SEE ARCH 2x6@24" OC NOTES: --- SEE 10/S3.2 FOR NOTES --- 1, SECTION S3.2 SCALE: NTS E SECT 5/S3.1 RIM JOIST DECKING, SEE ARCH DECK FRAMING, SEE PLAN RENOVATIONS for the: Gooden Residence Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 �`yJ��u'faSSvlca�.:%.,. ®6ax 4'rd® a �i ♦ E' lP o.30602 f n f f f f f "r� OF R r� 3�A��� �1�° + �»•� � 0 � hype �yr�^�o2°e'4 t e 'NA- Revisions: A- Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL S3,02 0 w m 0 z 0 Q O 0 V) H 0 z O V) W z W ry 0 w U) w ry a- x w w 0 z 0 U 0 0 w 0 COOw D i - Z Q 0 w a w w CL Q U S 0 L, U) J Q z 0 0 W O 0 0 ry I- V) ryw w m c V) CD z 3 Q 0 0 w D Lu CU Z C9 Z of W W Z_ C9 Z W C� Z a c� > U w 0 F_ of Lu a_ 0 0 z Q w 0 > w w 0 z w U) z w 2 N 0 r- z C 3 Q 0 ffi Cn C N N O N CV O U N N O PILE AND GRADE BEAM SEE GENERAL NOTES I FOR WALL REINF CMU SEE ARCH 1 T/SLAB EL, a SEE PLAN M a\j a � SEE GRADE BEAM, PLAN SEE PLAN • • • SLAB REINF 2 SEE PLAN + � 1 #3 TIES 0 4" OC 4-#6 CONT I Of TOP AND BOT11-1 I U z 1 ,i� 4f i (TYP) 1 I I FIN GRADE-\ xx I I I I EDGE GRADE BEAM ri SECTION S3.1 SCALE: NTS CMU WALL, SEE SECTION 1/S3.1 PROVIDE BOND BREAKER FIN GRADE 00f 4 SECTION 2 .1 SCALE: NTS JOIST, SEE PLAN CMU BREAK -AWAY WALL FLUSH W/WALL AND BEAM ABOVE. SEE SECTION 4/S3.1 AUGER CAST PILE, SEE PLAN FOR LOCATION. REINF NOT SHOWN, SEE 3/S3.1 GRADE BEAM, SEE 1 /S3.1 8"OR6"CMU BREAK -AWAY WALL #5048" OC CONT 16" WIDE x 10" DEEP CONC FTG W/2-#5 CONT CTR'D NEW 2x EXTERIOR PLANKING, SEE ARCH T/DECK EL, SEE ARCH ATTACH EACH END OF-' EACH JOIST TO BEAM BEAM, SEE PLAN W/2 -10d TOE NAILS T GRADE EL A /% /% `, A ,'A /A%/ / . , A, SEE CIVIL 8 SECTION S3.1 SCALE: NTS WALL, PILE, AND GRADE BEAM o ^I r I/T ANCHOR BOLTS 3„#3 TIES ----- I PER SCHED, ON 0 3 AT TOP SLAB REINF SHEET ' SEE PLAN 4-#6 CONT— TOP AND BOT z� m� 4» (TYP) T/SLAB EL, J SEE PLAN PLAN #3 TIES 0 6” OC 1 '---AUGER CAST PILE, SEE PLAN FOR LOCATION. REINF NOT SHOWN, SEE 3/S3.1 INTERIOR GRADE BEAM 2 SECTION S3.1 SCALE: NTS RIM JOISTS. ATTACH AT EACH JOIST W/3 -12d NAILS.-/ AUGER CAST PILE - SEE PLAN FOR LOCATION. REINF NOT SHOWN, SEE 3/S3.1 —/ 5 SECTION S3.1 SCALE: NTS 9 SECTION S3.1 SCALE: NTS I I POST BEYOND, I I SEE PLAN 1 I I I I i JOISTS, SEE I I PLAN I i I I I I I I I I I I I I L J 1 x8x12" FILLER AT CONNECTION ATTACH BEAM TO TOP OF PILE W/ABU66 W/12 -16d NAILS INTO BEAM AND VO AB INTO TOP OF PILE NEW 2x EXTERIOR PLANKING, SEE ARCH NEW 2x6 P.T. JOISTS 0 32" T/DECK EL, SEE ARCH -JOIST HANGER (TYP), SEE SCHEDULE T GRADE 7/ /7/ SEE CIVIL 4x4 P.T. POST, EMBED 16" INTO PIER NEW 12"Ox2'-6" DEEP CONC PIER, SEE 7/S3.1 #8 CENTERED AT 1 A AUGER CAST PILE SEE STRUCTURAL NOTES APPROX EL -6.75 - -- TO BE VERIFIED BY I^" GEOTECHNICAL ENGINEER TYPICAL AUGER CAST PILE REINFORCING 3 D E TA I L S3.1 SCALE: NTS 8„ AT WALL CORNERS, SEE DET 5/S3.2 00 T DECK EL SEE ARCH 0 T GRADE EL SEE ARCH<7 0 3 FOR FULL CAGE REINF - v HEIGTH 16" 8-#7 CAGE REINF, SEE SCHEDULE. PROVIDE CO STD HOOK AT TOP. #506" CTR'D HORIZ U #506" VERT ON N r jJ OUTSIDE FACE OF Of w 77 \/ m z o Qw o 0 b cn N #3 TIES—/T( _ 0 10" SECTION A—A ------ AT 1 A AUGER CAST PILE SEE STRUCTURAL NOTES APPROX EL -6.75 - -- TO BE VERIFIED BY I^" GEOTECHNICAL ENGINEER TYPICAL AUGER CAST PILE REINFORCING 3 D E TA I L S3.1 SCALE: NTS 8„ AT WALL CORNERS, SEE DET 5/S3.2 00 T DECK EL SEE ARCH 0 T GRADE EL SEE ARCH<7 0 3 SECTION 6 S3.1 SCALE: NTS DIPPING POOL FIRE PLACE �oi SECTION S3.1 S3.1 SCALE: NTS CAGE REINF, SEE SCHEDULE. PROVIDE STD HOOK AT TOP. #8 CENTERED FOR FULL HEIGTH 3" CLR VERT REINF REINFORCEMENT SCHEDULE DIAMETER CAGE REINF - v 6-#8 16" 8-#7 >¢ CO #506" CTR'D HORIZ #506" VERT ON OUTSIDE FACE OF CTR'D BARS (AS SHOWN) �—#506" EW TOP 77 SECTION 6 S3.1 SCALE: NTS DIPPING POOL FIRE PLACE �oi SECTION S3.1 S3.1 SCALE: NTS CAGE REINF, SEE SCHEDULE. PROVIDE STD HOOK AT TOP. #8 CENTERED FOR FULL HEIGTH 3" CLR VERT REINF REINFORCEMENT SCHEDULE DIAMETER CAGE REINF 14" 6-#8 16" 8-#7 AUGER CAST PILING NOTES 1) PILES SHALL BE TYPICALLY 14" DIAMETER AUGER CAST PILES DESIGNED TO SAFELY SUSTAIN A COMPRESSIVE LOAD OF 30 TONS, BASED ON THE GEOTECHNICAL ENGINEERING REPORT FOR THE PROJECT. PILES AT DIPPING POOL ONLY SHALL BE 16" DIAMETER. 2) ALL PILING ACTIVITIES SHALL BE DONE IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER, AND IN ACCORD. WITH THE PROJECT GEOTECHNICAL REPORT & SUBSEQUENT RECOMMENDATIONS. 3) THE DESIGN STRENGTH OF THE GROUT OF THE PILES SHALL BE 4000 PSI (MIN). 4) THE PILES SHALL BEAR AT A MINIMUM DEPTH OF 27'-3" FEET BELOW FINISH FLOOR. ACTUAL PILE DEPTH SHALL BE DETERMINED BY THE GEOTECHNICAL TESTING FIRM PRESENT AT THE PILE INSTALLATION. '--#506" EW BOT AUGER CAST PILE, SEE PLAN FOR LOCATION SEE 3/'S3.1 FOR SIZE AND REINFORCEMENT PROVIDE 2-10d TOE NAILS JOIST, SEE PLAN NEW 2x EXTERIOR PLANKING, SEE ARCH 2x6 LEDGER. ATTACH W/X" EXP ANCHOR 0 24" OC NOTE: AT SECTION 10A LEDGER IS SUPPORTING DECK NEW 2x EXTERIOR JOIST, SEE PLAN PLANKING, SEE ARCH T/DECK EL, SEE ARCH -BEAM, SEE PLAN I I T ZGRADE EL %'% % / .- SEE CIVIL I I SIMPSON CC 3Y,-4 I I 4x4 P.T. POST, EMBED COLUMN CAP. ATTACH I 1 0 16" INTO PIER TO POST W/2- V0 L I BOLTS. ATTACH BEAM `V TO CAP W/2 -10d NAILS IN EACH END OF EACH BEAM. NEW 12"Ox2'-6" CONC PIER K`7� SECTION S3.1 SCALE: NTS DECKING, SEE ARCH . —POEST FOR PLAN TRELLIS, PROVIDE 2x6 LEDGER AROUND POST. ATTACH ON EACH SIDE WITH 4-12d NAILS 11 SECTION S3.1 SCALE: NTS I I I I I I I I I I I I LJ CONC PIER, SEE 7/S3.1 RENOVATIONS for the: Gooden Residence Revisions: Date: 2.14.14 File: X SECTIONS AND DETAIL S3,01 rn 3 'o rri cV / N U C N co a� c 0 E 3 a� c rn 3 'o U -v 0 0 rn N O N X W Q z 12 0 v s 0 N a z w L 0 W m O Of CL U) z 0 Q af O O U U) 2 H LL. O Z O Of W IL z 3 0 W V) V) W X W W 0 0 z 0 F- U 0 O of W of 2' O W Ln } Z Q 0 W W af CL U) 3 U_ 2 3 I O U- W V) Q z_ 0 O w H O H O U H W Of W M J a N C7 z_ 3 Q af 0 Ln F— LL. O w Z) W 6 Z O Z Of W W z z W M 0 z a 146 0 U LL O } W n O Of IL 0 z a W U W U) LL 0 z w V) z W U) 0 z 3 a 0 N N O (N IM ROOF FRAMING PLAN SCALE: 3/16" = 1'-0" PLAN NOTES: 1) MECHANICAL DUCTWORK AND FOUNDATIONS HAVE BEEN DESIGNED FOR THE TRUSS ORIENTATION SHOWN. THE TRUSS MANUF. SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION. 2) FOR SHEARWALL LOCATIONS, SEE GROUND FLOOR PLAN. 3) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIONS, SEE ARCHITECTURAL. 4) GIRDER TRUSSES MAY SUBSTITUTED FOR HEADERS AND BEAMS. 5) COORDINATE TRUSS PLACEMENT W/ MECHANICAL AND PLUMBING TO AVOID OBSTRUCTIONS TO DUCT AND PLUMBING. 6) FOR ALL HEADERS AND BEAMS NOT CALLED OUT IN PLAN, SEE HEADER SCHEDULE 3/S6.2. 7O ATTACH 3-2x HEADER TO SIDE OF PSL BEAM W/HUC212-3 HANGER W/6 -10d INTO HEADER AND 16-16d INTO PSL BEAM. 8) 0 DENOTES ATTIC TRUSSES. SEE ARCH. 9) ® DENOTES AREA REQUIRED TO BE DESIGNED FOR SUSPENDED BED LOADING. SEE 7/S5.1. 1� ATTACH PSL BEAM. 11) DENOTES RAISED CEILING, SEE ARCH. Scq °at.• IVF, V RENOVATIONS for the: Gooden Residence 227 Beach Avenue Atlantic Beach, Florida Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 A. Reg. No. AR 12715 Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, Fl. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 4���`v0`/gp{� �°°■s�s�esa»•a,�asA,^�...{{{u���m d`O eo �'O •°! R� V r V� w9 �y� •o.306 • a • d N � I E OF o• � i ° s Revisions: Date: 2.14.14 File: X ROOF FRAMING PLAN S2.3 rn 3 v CV CV N N U C N C4 N c 0 E 3 a� i rn 3 .D U C N 0 0 rn �r N ;7- N N X W Q z O v .0 -F� 0 N LiJ Q z w W M M CL M N O O CO N 0 O J 0 - LU w m F Q 0 9 0 w m 0 z 0 ryQ 0 O U U) O Z O !n N R' w CL z Ld 0 w V) Cn w af X w w m D 0 3 z O F- 0 0 0 O x CL w 0' of O w V) D z Q 0 w af Q w w CL N Q F— U_ O L� w U) J Q z U O w m F- O F- 0 U F- m w w w m J J Q m (n 0 Z Q Of 0 LL O w U) w m CU Z (5 Z Of w w z 0 z w 0 z Q c� U LL 0 Of w a 0 x CL 0 z Q w U Of w V) L� O F - z w of V) z w F- 0 z Q 0 N 0 N 0 SECOND SCALE: 3/16" = 1'— PLAN NOTES: FLOOR FRAMING PLAN 1) MECHANICAL DUCTWORK AND FOUNDATIONS HAVE BEEN DESIGNED FOR THE TRUSS ORIENTATION SHOWN. THE TRUSS MANUF. SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION. 2) FOR SHEARWALL LOCATIONS, SEE GROUND FLOOR PLAN. 3) FRAMING PLAN IS SHOWN OVER FLOOR PLAN BELOW, TYP, UON. 4) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIONS, SEE ARCHITECTURAL. 5) COORDINATE TRUSS PLACEMENT W/ MECHANICAL AND PLUMBING TO AVOID OBSTRUCTIONS TO DUCT AND PLUMBING. 6) GIRDER TRUSSES MAY BE SUBSTITUTED FOR HEADERS. 7) mm = MW DENOTES INTERIOR BEARING WALL BELOW. FRAMING PLAN IS SHOWN OVER FLOOR PLAN BELOW, TYP, UON. 8) SHADED PORTION OF FLOOR SHALL BE NAILED W/10d®2" OC (STAGGERED) AT PANEL EDGES AND AT 4" OC IN THE FIELD OF THE PANEL. ALL EDGES SHALL BE BLOCKED. SEE DETAIL 6/S4.1. SW 9) DENOTES SHEARWALL. SEE SHEARWALL SCHEDULE 1/S6.2. 10) PROVIDE OPEN SPACE AT MIDSPAN OF FLOOR TRUSSES FOR PASSAGE OF MECHANICAL DUCTS. 11) BALCONY JOIST TOPS ARE TO BE RIPPED TO PROVIDE Y" PER FOOT SLOPE. OATTACHLVLBEAM TO FACE OF CONCRETE WALLW/HGUM5.25—SDS HANGER W/24—Y,"x2J�"SDS SCREWS INTO BEAM AND 8—%"x5" TTTEN HD ANCHORS INTO CONCRETE WALL. 13 ATTACH END OF BEAM TO TOP OF POST W/2—MTS12 TWIST STRAPS. (1 EACH FACE) RENOVATIC for the: Goode Residen 227 Beach Avenin Atlantic Beach, Flori Lane Architecture, P.A. 1022 Park Street, Suite 2( Jacksonville, Florida 32204 904.355.9020 FI. Reg. No. AR 12715 Structural Enginee McVeigh & Mangy Engineering, IncorF 9133 R. G. Skinner P Jacksonville, Fl. 3 Engineer of Rea H. Carrington Mcg No. 30692 Revisions: Date: 2.14.14 File: X SECOND FLO( FRAMING PLA 52.2 3: r„ Lane Architecture, P.A. 1022 Park Street, Suite 2( Jacksonville, Florida 32204 904.355.9020 FI. Reg. No. AR 12715 Structural Enginee McVeigh & Mangy Engineering, IncorF 9133 R. G. Skinner P Jacksonville, Fl. 3 Engineer of Rea H. Carrington Mcg No. 30692 Revisions: Date: 2.14.14 File: X SECOND FLO( FRAMING PLA 52.2 0 O O ILz O F- ry¢ O x O U O z O U) Of w a z w it 0 w Cn U) w W CL X w w _ F - Z) 0 z O U D 0 O W CL w Of Of O W V) D Z Q 0 w Of Q IL w Of a_ V) 3 F- _ U_ _ Of O w F— V) J Z U_ O w _ F- O H 0 U of F- N w W w M J J Q _ (n C� Z 3 0 V) _ F - w O w V) w _ F- (3 U Z U Z w w Z C.7 Z w U Z Ld U L� O r w 0 of (L 0 z w U Of w V) w O z w M D of F- V) z w V) U Z 3 ¢ 0 N N O N L U LL L L CONC CONC CONC CONC PILE I PILE PILE I PILE 24'-11" 3'-2" I I FOUNDATION PLAN 3/1e' e 1'-0" N (=OUNDA11ON AND 1:IRST FLOOR PLAN NOTES: 1) THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN HEREIN. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION. 2) DENOTES; ANGER CAST PILE. SEE DETAIL 3/S3.1 FOR REINFORCEMENT. PILES ARE 140 TYPICAL UON. 3) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S1.1. 4) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIONS, SEE ARCHITECTURAL. OATTACH BEAM TO CONCRETE WITH HU26-2 HANGER W/8-Y."x13±" 11TEN SCREWS INTO CONCRETE AND NO ATTACHMENT BETWEEN BEAM AND HANGER. 6) O❑ DENOTES EMBEDDED POST FOUNDATION. SEE SECTION 7/S3.1 OR 9/S3.1 SIM. 7) PROVIDE JOISTS AT EACH COLUMN AND AT MID SPAN AT EACH GIRDER. 8) PROVIDE CONCRETE WALL FROM 1ST FLOOR LEVEL TO 2ND FLOOR LEVEL FOR ENTIRE WIDTH OF BUILDING. AT WEST END, SEE ELEVATION "A", 2/S3.2. AT EAST END, SEE ELEVATION "B", 3/S3.2. < ADD 2-#6 BARS TOP AND BOTTOM TO TYPICAL INTERIOR GRADE BEAM REINFORCEMENT AS SHOWN. SEE 2/S3.1 FOR TYPICAL REINFORCEMENT. RENOVATIONS for the: Gooden Gooden Residence 227 Beach Avenue Atlantic Beach, Florida Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 A. Reg. No. AR 12715 Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, A. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 �0�i=`�vtlRF�� tli.T.ad' v�F�9'aOO�I r � � tt 30 n A OF mme Ir ' rx Revisions: Date: 2.14.14 File: X FOUNDATION PLAN S �1 z. 0 w M _ 0 w z 0 a 0 w 0 0 U) w 0 z 0 U) a' w a - z bi 0 w Cn w CK a_ x W w 0 z 0 f= 0 0 0 11-1 n_ w Irffr0 w z Q 6 01w a 0- w W a_ V) Q 0 O w w F -- V) J Q z 2 Of 0 w 0 0 w 0 V) Li W W M J J Q V) 0 z a 0 Cn w 0 Li V) 7) w U Z z w w z 0 z W 12 D c� z a c� > 0 w 0 F_ w n_ 0 IK 0 z a w 0 > w w O F - z w V) z w 0 z a a Cn N O N 0 COMPONENT & CLADDING NOMINAL WIND PRESSURES (PSF) STRUCTURAL ABBREVIATIONS ZONE # NUMBER OR POUND 100 SF FB FLAT BAR R OR RAD RADIUS 0 ROUND OR DIAMETER -26.3 FD FLOOR DRAIN RD ROUND El SQUARE -34.8 FDN FOUNDATION REF REFERENCE & AND 3o-50.5 FF FINISH FLOOR REINF REINFORCEMENT) ® AT 100 SF FLR FLOOR REQ REQUIRE ALUM ALUMINUM -32.3 FTG FOOTING REQ'D REQUIRED AR ANCHOR ROD FS FAR SIDE RET RETAINING ARCH ARCHITECTURE TRIBUTARY AREAS, LINEARLY INTERPOLATE GA GAGE REV REVISION ASSY ASSEMBLY MULTIPLY BY 1.67 FOR ULTIMATE WIND PRESSURES. GALV GALVANIZED SCHED SCHEDULE B/ BOTTOM OF GC GENERAL CONTRACTOR SECT SECTION BETWN BETWEEN SIM SIMILAR HGT HEIGHT BOT BOTTOM SPEC SPECIFICATION HORIZ HORIZONTAL BM BEAM HSA HEADED STUD ANCHOR SQ SQUARE BLDG BUILDING STD STANDARD HT HEIGHT BPL BASE PLATE STIFF STIFFENER IF INSIDE FACE BRG BEARING STL STEEL INFO INFORMATION C TO C CENTER TO CENTER INT INTERIOR STIR STRAIGHT CANT CANTILEVER STRUCT STRUCTURAL JST JOIST SYM SYMMETRICAL CJ CONSTRUCTION JOINT JT JOINT CL CENTER LINE T&B TOP AND BOTTOM LB POUND CLR CLEAR T/ TOP OF LG LONG CMU CONCRETE MASONRY UNIT T/U PANEL TILT -UP PANEL LLH LONG LEG HORIZONTAL COL COLUMN TE THICKENED EDGE LLV LONG LEG VERTICAL CONC CONCRETE THK THICK LSH LONG SIDE HORIZONTAL CONN CONNECTION THIRD THREADED LSV LONG SIDE VERTICAL CONST CONSTRUCTION TRANSV TRANSVERSE CONT CONTINUOUS MANUF MANUFACTURER TS THICKENED SLAB CONTR CONTRACTION MAT'L MATERIAL TYP TYPICAL CTR CENTER MAX MAXIMUM LION UNLESS OTHERWISE NOTED CTR'D CENTERED MECH MECHANICAL MIN MINIMUM VER VERIFY DBA DEFORMED BAR ANCHOR MISC MISCELLANEOUS VERT VERTICAL DEFL DEFLECTION DET DETAIL NIC NOT IN CONTRACT W/ WITH DIAG DIAGONAL NO NUMBER W/0 WITHOUT DIA DIAMETER NTS NOT TO SCALE WS WATER STOP DIFF DIFFERENT NS NEAR SIDE WWF WELDED WIRE FABRIC DIM DIMENSION 0C ON ER TDIAMETER DO DITTO GENERAL SYMB®LS OD OUTSIDE DWG DRAWING OF OUTSIDE FACE PLAN, SECTION OR DETAIL NO. EA EACH 0/0 OUT TO OUT SHEET NUMBER EF EACH FACE OPNG OPENING EJ EXPANSION JOINT OPP OPPOSITE N NORTH ARROW EL ELEVATION PERP PERPENDICULAR ELEC ELECTRICAL PL PLATE KEYED NOTE TO PLAN ELEV ELEVATOR PNL PANEL ENGR ENGINEER EQ EQUAL PREFAB PREFABRICATED O FOUNDATION TYPE PSF POUNDS PER SQUARE FOOT EQUIP EQUIPMENT PSI POUNDS PER SQUARE INCH EXIST EXISTING Al REVISION NUMBER EXP EXPANSION QTY QUANTITY EXT EXTERIOR EW EACH WAY FOOTING STEP COMPONENT & CLADDING NOMINAL WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF ALL ZONES +27.3 +25.5 +24.7 1 -29.8 -26.3 -24.7 2 -34.8 -31.3 -29.8 3 -34.8 -31.3 -29.8 10 & 20 -50.5 -47.0 -45.5 3o-50.5 -47.0 -45.5 WALLS ZONE 10 SF 100 SF 500 SF 4 +29.8 +25.3 +22.2 -32.3 -27.9 -24.7 5 +29.8 +25.3 +22.2 -39.9 -31.0 -24.7 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR LOCATION OF ZONES. 4) PRESSURES SHOWN ARE NOMINAL WIND PRESSURES. MULTIPLY BY 1.67 FOR ULTIMATE WIND PRESSURES. ERIC BUILDING OVERHANGS ROOF PLAN (GEN SHOWN\ 1 (CANOPIES, ETC) WIND PRESSURE SCALE: NTS BUILDING SHOWN) DIAGRAMS DESIGN CRITERIA DESIGN PER 2010 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. LIVE LOADS: ROOFS AND CANOPIES: (REDUCIBLE) . 20 PSF STAIRS................................................ 40 PSF FLOORS (REDUCIBLE) .................................... . 40 PSF BALCONIES ............................................. 40 PSF DEAD LOADS: FLOOR.............................................. 20 PSF ROOF........................................... 20 PSF WIND LOADS: ULTIMATE WIND SPEED: (ASCE 7-10) . . 129 MPH NOMINAL WIND SPEED: ................................... . 100 MPH MEAN ROOF HEIGHT ....................................... 30 FT RISK CATERGORY......................................... >I WIND EXPOSURE . ....................................... . D ENCLOSURE CLASSIFICATION . .............................. . ENCLOSED INTERNAL PRESSURE COEFFICIENT . ........................... . t 0.18 DIRECTIONALITY FACTOR (Kd) . .............................. . 0.85 SHAPE FACTORS ...................................... PER CODE THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS NOT REQUIRED. CONCRETE (DESIGN PER CURRENT EDITION ACI 318) SLAB ON GRADE ............................... F'C= 3000 PSI FOOTINGS ......................................... F'C= 3000 PSI ALL OTHER CONCRETE . .............................. . F'C= 3000 PSI ALL REINFORC114G STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE DRAWINGS TO 13E WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. ALL WELDED WIRE FABRIC ASTM A185. CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) COMPRESSIVE STRENGTH . ............................. . F'M= 1500 PSI TIMBER [DESIGN PER CODE SECTION 2301.2 (ALLOWABLE STRESS OR LRFD DESIGN) AND CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION] STRUCTURAL LUMBER . . NO. 2 SOUTHERN PINE SOIL BEARING (DESIGN MAXIMUM) . ............................ . 2000 PSF PILE BEARING (DESIGN MAXIMUM) . ....................... 20. TONS PER PILE GENERAL NOTES FOUNDATIONa IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. CONCRETE UNLESS OTHERWISE NOTED (UON) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS....................................................................................................................... 3" PILECAPS....................................................................................... SEE TYPICAL DETAIL GRADEBE: AMS.............................................................................................................. 3" SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) .............................. 2" SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER) Y4 - SLABSON GRADE...................................................................................... 2" FROM TOP ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING THE PLACING OF THE CONCRETE. UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC ........................................... WIRE SPACING PLUS 6" REINFORCING BARS .............................................. 40 BAR DIAMETERS ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED. DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT BE PUSHED INTO THE CONCRETE. PROVIDE N CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. MASONRY ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C476 AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL WITH 1-#5 AT- - EACH CORNER, WALL ENDS, WALL INTERSECTIONS - EACH SIDE OF CONTROL JOINTS AND - AT A MAXIMUM SPACING OF 4'-0" OC, LION -AT FULL_ HEIGHT CMU WALLS AT STAIRS, REINFORCE WALLS W/1-#7 CTRD 0 16" OC OR 1-#5 EF 0 16" - SEE DETAIL 8/S6.1 FOR TYPICAL REINFORCING AT WALL OPENINGS. - FOR MASONRY LINTELS, SEE DETAIL 9/S6.1. LAPPED BARS SHALL BE SECURED WITH WIRE TIES OR OTHER MEANS TO ENSURE THAT THE BAR IS NOT DISPLACED DURING GROUT PLACEMENT OUTSIDE THE TOLERANCES ESTABLISHED BY ACI 530. LAP VERTICAL BARS 72 BAR DIAMETERS AND HORIZONTAL BARS 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. FILL ALL CE=LLS BELOW FINISHED GRADE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UON. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE & BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN PARAPETS AND FREE STANDING WALLS & 8" OC VERTICALLY. LAP JOINT REINFORCEMENT 6" MINIMUM. SEE ARCHIIECTURAL DRAWING FOR EXPANSION OR CONTROL JOINTS. IF NOT SHOWN, LOCATE VERTICAL CONTROL JOINTS AT 25'-0" OC MAXIMUM, BUT NOT LESS THAN 2'-0" FROM A JOIST OR BEAM BEARING PLATE. AT BUILDING CORNERS, PROVIDE ONE JOINT IN ONE OF THE TWO WALL SIDES, NO MORE THAN 5'-0" FROM THE BUILDING CORNER. ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #4 TOP & BOTTOM WITH #3 TIES ® 12" AS A MINIMUM AND HAVE A MINIMUM MASONRY END BEARING OF 8". BOND/TIE BEAM REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 16" U -BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK -OUT BLOCKS. 24" U -BLOCK OR BOND BEAM SHALL CONSIST OF THREE 8" KNOCKOUT BLOCKS. BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE LOCATED 2'3is" FROM EACH FACE TO THE CENTER OF THE BAR. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-05 QUALITY ASSURANCE LEVEL B. FASTENERS EXPANSION BOLTS SHALL BE HIL11 KWIK BOLT 3 OR APPROVED EQUAL, LION. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE 7 BOLT DIAMETERS MINIMUM. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILT] HIT-HY 200 CARTRIDGE SYSTEM OR APPROVED EQUAL, LION. EMBEDMENT SHALL BE 12 BAR DIAMETERS, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. UNLESS A HILT] SAFE SET HIT -Z ANCHOR ROD OR HILTI HOLLOW DRILL BIT W/ VACUUM IS USED, THE HOLE SHALL BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP. INSTALLA11ON SHALL BE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS BY AN INSTALLER TRAINED BY THE MANUFACTURER. ADHESIVE ANCHORING (EPDXY) FOR MASONRY SHALL BE HILTI HIT-HY 70 CARTRIDGE SYSTEM OR APPROVED EQUAL, UON. EMBEDMENT IN SOLID GROUTED MASONRY SHALL BE 9 BOLT DIAMETERS MINIMUM. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1" OF A VERTICAL MORTAR JOINT. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS BY AN INSTALLER TRAINED BY THE MANUFACTURER. SCREW ANCHORS SHALL BE HILTI KWIK HUS -EZ OR APPROVED EQUAL, UON. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE 9 BOLT DIAMETERS MINIMUM. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. WOOD TRUSSES CONT TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI -HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING SHALL NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING 0 36" UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE (APPROX 45 DEGREES) 0 20' MAXIMUM SPACING. NAIL ONE END OF DIAGONAL TO WEB OF TRUSS AT ROOF, NAIL MIDDLE OF DIAGONAL TO TRUSS WEB AT LATERAL BRACING LOCATION AND THE OTHER END OF DIAGONAL TO BOTTOM OF WEB AT THIRD TRUSS. SUPPLEMENTARY NOTES PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. POWER ACTUATED FASTENERS (PAF) SHALL BE HILTI X -U 0.157" DIAMETER OR EQUAL, UON. EMBED MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF IT'S EMPLOYEES SHALL NOT HAVE CONTROL OR BE MIN 1-1/4" INTO CONCRETE AND CMU. DO NOT PLACE WITHIN 1" OF CMU MORTAR JOINT. PAF RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WOOD VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON STRONG -TIE SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THE LOAD SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. VALUES OF THE SUBSTITUTED FASTENER FOR GROUP 11 WOOD SPECIES EQUALS OR EXCEEDS THE SPECIFIED FASTENER. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING ALL FASTENERS AND NAILS SHALL BE MADE OF TYPE 304 OR TYPE 316 STAINLESS STEEL. EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FOR TABLE. ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD. FOR STRAPPING & STUDS AT WALL OPENINGS SEE DETAIL 5/S6.2. SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE Y8"x2"x2" AT BEARING LOCATIONS WITH UPLIFT. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALLBE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION ROOF SHEATHING SHALL 1Sa" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN RATING. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP FLOOR SHEATHING SHALL BE 2%2" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 48/24 SPAN RATING OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. OR APA RATED STRUD-I-FLOOR. EXPOSURE 1 WITH 24" OC SPAN RATING. ROOF AND FLOOR DECKING SHALL BE NAILED WITH 8d NAILS AT 16"(k Y2" DECK AND 10d NAILS AT V & V DECK. SPACE NAILS AT 6" AT SUPPORTED EDGES OF DECK (4" AT EXTERIOR WALLS) AND 12" SPACING AT INTERMEDIATE SUPPORTS. AT GABLE ENDS, NAIL ROOF DECK AT 4" AT PANEL EDGES AND AT 6" AT INTERMEDIATE SUPPORTS FOR A DISTANCE OF 4'-0" FROM THE END WALL. SEE DETAIL 7/S6.1 FOR FOR EXAMPLES OF FLOOR AND ROOF DECK NAILING. ALL BEAMS SHALL BE FASTENED TOGETHER PER DETAIL 5/S6.1. ALL BUILT-UP COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL 4/S6.1. FOR SPLICES IN TOP PLATES, SEE DETAIL 6/S6.1. LVL SHALL BE MICROLLAM 1.9E BY "TRUS JOIST" OR EQUAL, PSL SHALL BE PARALLAM 2.0E BY "TRUS JOIST" OR EQUAL, AND LSL SHALL BE TIMBERSTRAND 1.5E BY "TRUSS JOIST" OR EQUAL. STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR SPF. PRESSURE -TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. FRAMING MINIMUM GRADE SILL ON FOUNDATION WALLS OR NO. 3 SYP SLAB ON GRADE JOISTS, RAFTERS & HEADERS PLATES, CAPS & BUCKS STUDS POSTS & COLUMNS (INCLUDE ALL VERTICAL MEMBERS SPECIFICALLY CALLED OUT, I.E. 3 - 2x4) NO. 2 SYP NO. 2 SYP SEE SCHEDULE 2/S6.:2 NO. 2 SYP CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITH SIMPSON VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 1V NAILS INTO OVERFRAMING OR 1Y4"x16 ga TWIST STRAP 48" MAX W/4 -10d NAILS EACH END OF STRAP. POST BASE AND CAPS FOR 4x4 AND 6x6 POST SHALL BE SIMPSON CB OR CBQ SERIES AT BASE AND CC OR CCQ SERIES AT CAP. JOIST HANGERS SHALL BE SIMPSON SERIES LUS, UON. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TPI1 "NATIONAL DESIGN STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION". ROOF TRUSS DESIGN CRITERIA LIVE LOAD................................................................. SEE DESIGN CRITERIA THIS SHEET DEAD LOAD - ASPHALT SHINGLES ..................................... 10 PSF TOP CHORD 10 PSF BOTTOM CHORD MIN DEAD LOAD (FOR UPLIFT) - ASPHALT SHINGLES ....... 8 PSF WINDUPLIFT.......................................................................... PER CODE FLOOR TRUSS DESIGN CRITERIA LIVE LOAD................................................................ SEE DESIGN CRITERIA THIS SHEET DEADLOAD.............................................................. 20 PSF BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. COORDINATE TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT, DUCTS, STACKS, PIPES, ETC. GENERAL CONTRACTOR SHALL ENSURE TRUSS CONFIGURATION ACCOMODATES ALL EQUIPMENT, DUCTS, ETC. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFICATIONS CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO PERFORM MASONRY TESTING. FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDA11ONS OF THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY JACKSONVILLE ENGINEERING AND TESTING COMPANY, INC. (DATED MAY 30, 2012), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. RENOVATIONS for the: Gooden Residence Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 FI. Reg. No. AR 12715 Structural Engineering by: McVeigh & Mangum Engineering, Incorporated 9133 R. G. Skinner Parkway Jacksonville, FI. 32256 Engineer of Record: H. Carrington McVeigh, No. 30692 Revisions: Date: 2.14.14 File: X DESIGN CRITERIA AND GENERAL NOTES S1.1 Gooden ZEK 5/4_�4 TRIM BOARDResidence L' / AZEK 5" CROWN at 227 Beach Avenue Atlantic Beach,Florlda Architecture by:: AZEK 1" COLUMN LO 1/4" �.`. �, - F-- TRIM 7 iil SPECTIS t//Eg1482j/// �i 4 7/8" - --- - j \ rx AZEK 1" COLUMN ARCHITECTURE 'SIM Line Architecture, P.A. 31/2„ TYPICAL CLOWN A22.31022 Park Street, Suite 205 SCALE: 3" = 1 '-0" , STRUCTURAL POST Jacksonville, Florida 32204 BEYOND 904.355.9020 % AZEK 1" COLUMN J. Lane, Reg. No. AR 12715 TRIM AZEK SCOTIA Structural Engineering: MOULDING McVeigh & Mangum / Engineering, Inc. TYPICAL WINDOW HEAD TRIMTYPICAL DOOR HEAD TRIM AZEK 1 x1 0 9133 R. G. Skinner Parkway Q A22.2 SCALE: 3" = l'-0" / � 2 2.2 SCALE: 3" = 1'-0" / TRIM BOARD Jacksonville, Florida 32256 a 904.483.5200 BLOCKING EB 6330 / AS REQUIRED Engineer of Record Carrington McVeigh, PE# 30692 SPECTIS _-- - / 1785 7/1 46 --- \. COLUMN COVER A 2 L. 3 SCALE: 3" = 1'-0" TYPICAL TYPICAL BASE WINDOW CASING A22.6 SCALE: 3" = F-0" A22.5 SCALE: 3" = Y-0" i i i TYPICAL TYPICAL WINDOW SILL A22-5 DOOR CASING A22.7 SCALE: 3" = 1 '-0" SCALE: 3" = 1 '-0" A2 2.3 EXTERIOR WINDOW PANEL SCALE: 3" = Y-0" REVISIONS 1''111 l l;�'� ilial GENERAL MOULDING NOTES: / 1. ALL INTERIOR WOOD MOULDINGS SHALL BE PAINTED POPLAR 04 2. ALL EXTERIOR WOOD MOULDINGS SHALL BE COMPOSITE MOULDINGS FM = MOULDING BY FRASER MILLWORKS, JACKSONVILLE, FL SPEC = MOULDING BY SPECTIS MOULDINGS MANITOBA, CANADA /2� BASE MOULDING A BASE MOULDING B SHOE MOULD CROWN MOULDING A CROWN MOULDING B FM8234 TYPICAL FM8234 FM8833 FM8812 U.N.O. 2 7/8" M /// 3 1/2'tK 5 1/2- 5 /2"5 5/8" DATE: 2. 14.2014 00 LO , , a File: Gooden Interiors EXTERIOR HANDRAIL WOOD MOULDING C - APRON A SILL A DOOR &WINDOW CASING A DOOR & WINDOW CASING B MOULDING DETAILS COVE A FM10407 FM 8214 FM10312 FM8808 A 16.12 MOULDINGS SCALE: 6" = Y-0" AZ3O8 GALLERY ELEVATION SCALE: 3/8" = 1'-0" AZ 3 O Z FIREPLACE ENLARGED PLAN SCALE: 3/8" = F-0" 13 O 7 GALLERY ELEVATION A SCALE: 3/8" = 1 '-0" A2304 SCALE: WALL ELEVATION SCALE: 3/8" = F-0" L ----------- I I � I � ❑ I r ---- I � 2 --- J1 I1L '--------------- 0 I I l A Z 3 O (� GALLERY ELEVATION SCALE: 3/8" = l' -O" I I I I I I I I ( I -------------------------------- I I 000*1%� A2308 A230 SCA I - 'Date. AZ 3 O S GALLERY ELEVATION SCALE: 3/8" = F-0" Ln 0 rnN A`� ❑ I� I u I I I I GALLERY ENLARGED PLAN SCALE: 3/8" = 1'-0" A23a AZ 3 O3 FIREPLACE ELEVATION SCALE: 3/8" = F-0" A2302 KEY PLAN SCALE: NTS Gooden Residence at 227 Beech Avenue Atlantic Beach,Florida Architecture by: lk I y ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: exterior elevations EXTERIOR ELEVATIONS A23 2204SCALE: KITCHEN 3/8" = 1'-0" RM. 211 PREP nu ui END PANEL q OF PLUMBING Z Z O 9 KITCHEN ISLAND SCALE: 3/8" = 1'l RM. 211 2206SCALE: SCALE: 3/8" = F-0" RM. 211 OPEN SHEL\ q OF PLUMBING ZZO$ KITCHEN ISLAND SCALE.- 3/8" = 1'-0" RM. 211 i to co 1 ih �ZO3 KITCHEN SCALE: 3/8" = Ill RM. 211 N \ 2205 KITCHEN SCALE: 3/8" = Ill RM. 211 MOULDING "A" WITH PANELED JAMB PREP nu w RAISED BARTOP /WITH BRACKETS `D PANELED PILASTERS 2207 KITCHEN SCALE: 3/8" = F-0" RM. 211 END PANEL OF PLUMBING 2211 KITCHEN ISLAND SCALE: 3/8" = l' -O" RM. 211 gateA cN�Fo Gooden � Residence at 227 Beech Avenue Atlantic Beach,Florida El I �- I ------------ El 11KL1' I-AlSL UKAWLK 1'-0" SINK OPEN SHELVES — o 1 3'-2" 1 3'-2" 1 q OF PLUMBING 2210 KITCHEN ISLAND SCALE: 3/8" = 1'-0" RM. 211 2'-1" —7— RAISED BAR COUNTER N N O -P 48 ` REFRIGERATOR Architecture by: /o / ARCHITECTURE Lane Architecture P A - -- -- 1022 Park Street, Suite 205 0 0 0 0 0 0 - Jacksonville, Florida 32204 D/W Lo E[:j 904.355.9020 l J. Lane, Reg. No. AR 12715 j 6'40" 2206208 PREP SINK �I 2202 KITCHEN SCALE: 3/8" = Yl RM. 211 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 OF COLUMN RAISED BAR ,COUNTER Ill N N (.0 -- o �� 10 OVENS UNDER 2202 COUNTER GAS COOKTOP DISHWASHER WITH HOOD IL OF OF KITCHEN PLUMBING I AZZO 1 ENLARGED PLAN SCALE: 3/8" = Ill A»n 1 KEY PLAN SCALE: NTS OF COLUMN N N O RAISED BAR ,COUNTER -Ob 4'-0 1/8" REVIS DATE: 2. 14.2014 File: exterior elevations ENLARGED KITCHEN ELEVATIONS A22 LTJ �1 Architecture by: /o / ARCHITECTURE Lane Architecture P A - -- -- 1022 Park Street, Suite 205 0 0 0 0 0 0 - Jacksonville, Florida 32204 D/W Lo E[:j 904.355.9020 l J. Lane, Reg. No. AR 12715 j 6'40" 2206208 PREP SINK �I 2202 KITCHEN SCALE: 3/8" = Yl RM. 211 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 OF COLUMN RAISED BAR ,COUNTER Ill N N (.0 -- o �� 10 OVENS UNDER 2202 COUNTER GAS COOKTOP DISHWASHER WITH HOOD IL OF OF KITCHEN PLUMBING I AZZO 1 ENLARGED PLAN SCALE: 3/8" = Ill A»n 1 KEY PLAN SCALE: NTS OF COLUMN N N O RAISED BAR ,COUNTER -Ob 4'-0 1/8" REVIS DATE: 2. 14.2014 File: exterior elevations ENLARGED KITCHEN ELEVATIONS A22 0 I 2103 MASTER BATH SCALE: 3/8" = 1'-0" RM. 215 SOF SOF tj�Oh PLUMBING PLUMBING PLUMBING / MASTER BATH Z 1 O 6 SCALE: 3/8" = F-0" RM. 215 Z 1 O 9 MASTER CLOSET SCALE: 3/8" = 1'-0" RM. 211 M Z 1 O 4 MASTER BATH SCALE: 3/8" = F-0" RM. 215 2107 MASTER CLOSET SCALE: 3/8" = Y-0" RM. 211 Z 1 10 MASTER CLOSET SCALE: 3/8" = Y-0" RM. 211 0 I 2105 MASTER BATH SCALE: 3/8" = F-0" RM. 215 Z 1 O$ MASTER CLOSET SCALE: 3/8" = F-0" RM. 211 SHOWER DOOR, •� v SHOWERGUARD GLASS ENLARGED PLAN 2101 SCALE: 3/16" = Y-0" COFFERED CEILING WITH SMOOTH GWB FINISH CROWN "A" CORNER BUTT GLAZING WINDOW WITH MOULDING-, "B" ISOKERN VENTLESS VF -36 FIREPLACE WOOD SURROUND SHOWN FOR PRICING T PURPOSES, TILE OR STONE TO BE SELECTED BY OWNER MASTER FIREPLACE 21 1 1 SCALE: 3/8" = 1'-0" RM. 211 2102 ENLARGED PLAN SCALE: 3/16" = F-0" ^'I�OZ /`% L 1 V 1 'LAN �-hLt: ITS Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: am: xv ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: exterior elevations MASTER SUITE ENLARGED PLANS AND ELEVATIONS A21 CROWN "A"-, I �r GLASS WALL PANELING SHOWER SEE MOULDINGS ENCLOSURE \ / 0 / 0 / 2003 GUEST BATH 1 SCALE: 3/8" = F-0" RM. 205 Y_ OF PLUMBING 2004SCALE:GUEST BATH 1 3/8" = 1'4' RM. 205 � OF PLUMBING SHOWER 2008 SCALE. 3/8" = F-0" RM. 218 q OF of 1 RADIKIr .5 1/2" 2013 GUEST BATH SCALE: 3/8"= 1'-0" RM. 207 nnnu".i non � OF �L ur PLUMBING PLUMBING 2017 GUEST BATH SCALE: 3/8" = F -O" RM. 210 TILE WITH DECORATIVE BORDER 0 I I I 0 I CASE BAYWINDOW OUT AS DOOR FRAMELESS GLASS N \ ENCLOSURE BY AMERICAN F_ o SHOWER DOOR, 1A [all -1 5 1 OF PLUMBING AND BAYWINDOW 2005 GUEST BATH 1 SCALE: 3/8" = F-0" RM. 205 SHOWER SHOWER SHOWER SCALE: 3/8"= 1'-0" RM. 218 2009SCALE: 3/8" = F-0" RM. 218 2010SCALE: 3/8" = F-0" RM. 218 CROWN -8",, � OF PLUMBING Z O 14 GUEST BATH SCALE: 3/8" = F-0" RM. 207 O I 2018SCALE: GUEST BATH 3/8" = F-0" RM. 210 -oil q OF PLUMBING AND BAYWINDOW 2015 GUEST BATH SCALE: 3/8" = F-0" RM. 210 SHOWERGUARD GL SS ^, MIRROR \� A2010 P \ O O I OF N N i PLUMBING — --- GLASS °' A201 / I �� SHOWER / ENCLOSURE _ / A 02 05 OF / DOOR ct N O O OF NO NO PLUMBING - I rn rn I � OF PLUMBING Z O O (� GUEST BATH 1 SCALE: 3/8" = 1'-0" RM. 205 (j OF PLUMBING 01 I in I DOOR MOULDING ENCLOSURE BY AMERICAN M O I o SHOWERGUARD GLASS n z^. N I N �r A2011 N i / / .— O O IN WALL N 1 %__H / / 4 WAL LE NICHE / _ HOWE NCLOS RE i GLASS SHOWER ENCLOSURE �\ SHOWER SHOWER SHOWER SCALE: 3/8"= 1'-0" RM. 218 2009SCALE: 3/8" = F-0" RM. 218 2010SCALE: 3/8" = F-0" RM. 218 CROWN -8",, � OF PLUMBING Z O 14 GUEST BATH SCALE: 3/8" = F-0" RM. 207 O I 2018SCALE: GUEST BATH 3/8" = F-0" RM. 210 -oil q OF PLUMBING AND BAYWINDOW 2015 GUEST BATH SCALE: 3/8" = F-0" RM. 210 SHOWERGUARD GL SS ^, MIRROR \� A2010 P \ O O I OF N N i PLUMBING — --- GLASS °' A201 / I �� SHOWER / ENCLOSURE _ / A 02 05 OF / DOOR ct N O O OF NO NO PLUMBING - I rn rn I � OF PLUMBING Z O O (� GUEST BATH 1 SCALE: 3/8" = 1'-0" RM. 205 (j OF PLUMBING 01 I in I DOOR MOULDING ENCLOSURE BY AMERICAN q OF PLUMBING AND BAYWINDOW 2015 GUEST BATH SCALE: 3/8" = F-0" RM. 210 SHOWERGUARD GL SS ^, MIRROR \� A2010 P \ O O I OF N N i PLUMBING — --- GLASS °' A201 / I �� SHOWER / ENCLOSURE _ / A 02 05 OF / DOOR ct N O O OF NO NO PLUMBING - I rn rn I � OF PLUMBING Z O O (� GUEST BATH 1 SCALE: 3/8" = 1'-0" RM. 205 (j OF PLUMBING nnnuiKi "o" � OF PLUMBING AND BAYWINDOW 2011 GUEST BATH SCALE: 3/8" = F-0" RM. 207 CASE BAYWINDOW OUT AS DOOR MOULDING "B" C I -a " A2003 %%Wool N GUEST BATH los SEE TYPICAL BAY WINDOW DIMENSIONS OF PLUMBING 0 I cV ED CASE BAYWINDOW / OUT AS DOOR / MOULDING "B" GLASS / SHOWER / N ENCLOSURE / DECORATIVE TILE BAND \ C j CURB SHOWER \ 01 I in I DOOR MOULDING ENCLOSURE BY AMERICAN M SHOWER DOOR, o SHOWERGUARD GLASS n z^. N I N �r A2011 N i .— O O IN WALL N 1 %__H 4 WAL LE NICHE LASS _ HOWE NCLOS RE nnnuiKi "o" � OF PLUMBING AND BAYWINDOW 2011 GUEST BATH SCALE: 3/8" = F-0" RM. 207 CASE BAYWINDOW OUT AS DOOR MOULDING "B" C I -a " A2003 %%Wool N GUEST BATH los SEE TYPICAL BAY WINDOW DIMENSIONS OF PLUMBING 0 I cV ED CASE BAYWINDOW / OUT AS DOOR / MOULDING "B" GLASS / SHOWER / N ENCLOSURE / DECORATIVE TILE BAND \ C j CURB SHOWER \ 2016SCALE: GUEST BATH 3/8" = F-0" RM. 210 SHOWER 01 I in I DOOR MOULDING ENCLOSURE BY AMERICAN M SHOWER DOOR, o SHOWERGUARD GLASS n z^. N I N �r A2011 N TILE NICH .— O O IN WALL N 1 A2013 2016SCALE: GUEST BATH 3/8" = F-0" RM. 210 SHOWER Gooden I Residence �0 at 227 Beach Avenue I Atlantic Beach,Florida .,Architecture by. o SHOWER 207 L M ARCHITECTURE -. —.—.- of PLUMBING Lane Architecture, P.A. " P — ' 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 M q OF J. Lane, Reg. No. AR 12715 DOOR -4" 1'-7" 1 EQ I EQ. 1 1,-7„ 2'-413/8" 8 1 /4" 11 1/2 " � OF TYPICAL BAY PLUMBING WINDOW DIMENSIONS 2001 ENLARGED PLAN SCALE: 3/8" = F-0" � OF PLUMBING SEE TYPICAL BAY WINDOW DIMENSIONS 1'-2 1/2 ' I 2012 GUEST BATH A2015 SCALE: 3/8" = F-0" RM. 207 of oo DOOR 0 0 N N Q Q GUEST BATH 1'-2 1 I A2017 �n I TILE NICHE L IN WALL J I + I I 1 -10 3'-4" 21-5' I I 0 PLULBING i { I I { L ENLARGED PLAN SCALE: 3/8"= F-0" N Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS v ZtJ 4 - DATE: 2. 14.2014 File: exterior elevations ENLARGED SECOND FLOOR BATHROOM PLANS & ELEVATIONS A20 FRAMELESS GLASS ENCLOSURE BY AMERICAN M SHOWER DOOR, o SHOWERGUARD GLASS n z^. �r A2011 N TILE NICH .— O O IN WALL N 1 A2013 Gooden I Residence �0 at 227 Beach Avenue I Atlantic Beach,Florida .,Architecture by. o SHOWER 207 L M ARCHITECTURE -. —.—.- of PLUMBING Lane Architecture, P.A. " P — ' 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 M q OF J. Lane, Reg. No. AR 12715 DOOR -4" 1'-7" 1 EQ I EQ. 1 1,-7„ 2'-413/8" 8 1 /4" 11 1/2 " � OF TYPICAL BAY PLUMBING WINDOW DIMENSIONS 2001 ENLARGED PLAN SCALE: 3/8" = F-0" � OF PLUMBING SEE TYPICAL BAY WINDOW DIMENSIONS 1'-2 1/2 ' I 2012 GUEST BATH A2015 SCALE: 3/8" = F-0" RM. 207 of oo DOOR 0 0 N N Q Q GUEST BATH 1'-2 1 I A2017 �n I TILE NICHE L IN WALL J I + I I 1 -10 3'-4" 21-5' I I 0 PLULBING i { I I { L ENLARGED PLAN SCALE: 3/8"= F-0" N Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS v ZtJ 4 - DATE: 2. 14.2014 File: exterior elevations ENLARGED SECOND FLOOR BATHROOM PLANS & ELEVATIONS A20 FINISH SCHEDULE NO. NAME FLOOR BASE WALLS CEILING SPECIALTIES REMARKS - -. 101 GRAND FOYER WOOD WOOD WOOD P-GWB SEE PLAN FOR PANELING 102 STORAGE CLOSET WOOD WOOD P-GWB P-GWB 103 COAT CLOSET TILE GB WOOD P-GWB P -W 104 POWDER BATH WOOD WOOD P -W WB P-WR/GWB 105 BEDROOM 1 WOOD WOOD P-GWB P-GWB 106 GUEST BATH 1 TILE TILE TILE P-WR/GWB 107 A/C CLOSET TILE WOOD P-GWB P-GWB 108 GALLERY WOOD WOOD WOOD P-GWB SEE PLAN FOR PANELING 109 BAR WOOD WOOD WOOD P-GWB SEE PLAN FOR PANELING 110 ----PA - ANTRY WOOD WOOD P-GWB P-GWB 111 KITCHEN WOOD WOOD P-GWB P-GWB 112 FAMILY ROOM WOOD WOOD WOOD P-GWB SEE PLAN FOR PANELING 113 LIVING ROOM WOOD WOOD WOOD P-GWB SEE PLAN FOR PANELING 114 DINING ROOM WOOD WOOD P-GWB P-GWB 201 BEDROOM 2 WOOD WOOD P-GWB P-GWB 202 --GU - EST BATH 2 TILE TILE TILE P-WR/GWB 203 CLSET WOOD WOOD P-GWB P-GWB 204 GALLERY 2 WOOD WOOD WOOD P-GWB SEE PLAN FOR PANELING 205 BEDROOM 3 WOOD WOOD P-GWB P-GWB 206 GUEST BATH 3 TILE TILE TILE P-WR/GWB 207 CLOSET WOOD WOOD WOOD WOOD CEDAR PANELING AND CEILING 208 LINEN CLOSET WOOD WOOD P-GWB P-GWB 209 LANUDRY ROOM WOOD WOOD P-GWB P-GWB 210 GUEST BATH 4 TILE TILE TILE P-WR/GWB 211 BEDROOM 4 WOOD WOOD P-GWB P-GWB -- 212 MASTER CLOSET WOOD WOOD P-GWB P-GWB 213 MASTER BEDROOM WOOD WOOD P-GWB P-GWB 214 MASTER BATHROOM TILE TILE TILE P-WR/GWB ABBREVIATIONS AND DESCRIPTIONS: P-GWB PAINTED GYPSUM WALLBOARD - SMOOTH FINISH P-WR/GWB TILE 18x 18 PORCELAIN A 1905 POOL BATH SCALE: 3/8" = Y-0" RM. 115 SEE MOULDING SHEETS FOR DETAIL RACE "A" A 191 O POWDER BATH SCALE: 3/8" = 1' RM. 104 CD/�11IAI "D" FRAMELESS GLASS SHOWER ENCLOSURE A 191 1 BATHROOM SCALE: 3/8" = Y-0" RM. 107 CROWN "A"� i MIRROR BY OWNER DOOR MOULDING i D 1 l � [4 1 ii I jl �i1 I I U' J -H:z N 00 z 3:: ao Inaz � J Q i _ I VANITY BY OWNER L - FRAMELESS GLASS SHOWER ENCLOSURE A 191 1 BATHROOM SCALE: 3/8" = Y-0" RM. 107 CROWN "A"� GENERAL NOTES: 1. PROVIDE ALTERNATE PRICE FOR CARPET IN GUEST BEDROOMS 3 AND 4 AS WELL AS ASSOCIATED CLOSETS 2. TEXTURE OF ALL CEILINGS SHALL BE SMOOTH 3. ALL COUNTERTOPS SHALL BE GRANITE OR MARBLE 4. MASTER BATHROOM BATHTUB DECK SHALL BE GRANITE OR MARBLE 5. MASTER BEDROOM CLOSETS SHALL BE HAVE CLOSET ORGANIZATIONAL SYSTEMS 6. CABINET IN FAMILY ROOM AND ALL PANELING SHALL BE PAINTED r'Dr%%Aikl "D" "B" A 19 0 3 POOL BATH SCALE: 3/8" = 1'-0" RM. 115 -SEE MOULDING SHEETS FOR DETAIL A 1 9 O 7 POWDER BATH SCALE: 3/8" = 1'-0" RM. 104 nDniAm -m" A 191 Z BATHROOM SCALE: 3/8":= Y-0" RM. 107 ITY O DWNER a, r MIRROR BY OWNER DOOR MOULDING i D 1 l � [4 1 ii I jl �i1 I I U' J -H:z N 00 z 3:: ao Inaz � J Q i _ I VANITY BY OWNER GENERAL NOTES: 1. PROVIDE ALTERNATE PRICE FOR CARPET IN GUEST BEDROOMS 3 AND 4 AS WELL AS ASSOCIATED CLOSETS 2. TEXTURE OF ALL CEILINGS SHALL BE SMOOTH 3. ALL COUNTERTOPS SHALL BE GRANITE OR MARBLE 4. MASTER BATHROOM BATHTUB DECK SHALL BE GRANITE OR MARBLE 5. MASTER BEDROOM CLOSETS SHALL BE HAVE CLOSET ORGANIZATIONAL SYSTEMS 6. CABINET IN FAMILY ROOM AND ALL PANELING SHALL BE PAINTED r'Dr%%Aikl "D" "B" A 19 0 3 POOL BATH SCALE: 3/8" = 1'-0" RM. 115 -SEE MOULDING SHEETS FOR DETAIL A 1 9 O 7 POWDER BATH SCALE: 3/8" = 1'-0" RM. 104 nDniAm -m" A 191 Z BATHROOM SCALE: 3/8":= Y-0" RM. 107 ITY O DWNER a, A 1908 POWDER BATH SCALE: 3/8" = Y-0" RM. 104 BEADBOARD PANELING SEE MOULDING DETAILS A 1913 BATHROOM SCALE: 3/8" = 1'-0" RM. 107 1 CROWN "B",-. I I I A 1901 ENLARGED PLAN SCALE: 3/8" = Y-0" r MIRROR BY OWNER DOOR MOULDING i D 1 l � I i li Il ii I jl �i1 I I A 1908 POWDER BATH SCALE: 3/8" = Y-0" RM. 104 BEADBOARD PANELING SEE MOULDING DETAILS A 1913 BATHROOM SCALE: 3/8" = 1'-0" RM. 107 1 CROWN "B",-. I I I A 1901 ENLARGED PLAN SCALE: 3/8" = Y-0" VANITY BY OWNER A 19 O 4 POOL BATH SCALE: 3/8" = F-0" RM. 115 CROWN "A",,. r I ' DOOR MOULDING "B" 1 l � I i li Il ii I jl �i1 I I �I I i \ EQ. EQ. VANITY BY OWNER A 19 O 4 POOL BATH SCALE: 3/8" = F-0" RM. 115 CROWN "A",,. a I 0 D I I ' DOOR MOULDING "B" 1 l � I i li Il ii I jl �i1 I I �I I a I 0 A 1 9O9 POWDER BATH SCALE: 3/8"= 1'-0" RM. 104 TILE NICHE IN WALL A 1914 BATHROOM SCALE: 3/8" = 1'-0" RM. 107 A, � I (� I --J I I --------------- � I FRAMELESS G ENCLOSURE BY AMERICAN SHOWER DOOR, SHOWERGUAR GLASS BATHROOM OF DOOR TILE NICHE \ IN WALL TO DR IA1911" d- N_ ON CIS Q Q A1913 I L OF 1 TOILET 204 to N -OF- - - PLUMBING T2'-5" 2'-5" W OF\�----- INDOW A 1 9OZ ENLARGED PLAN SCALE: 3/8" = 1'-0" A1gn1 SCALE: NTS Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: j ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS Lam' DATE: 2. 14.2014 File: exterior elevations ENLARGED FIRST FLOOR BATHROOM PLANS AND SCHEDULE DOOR MOULDING "A" it � SII 1 A 1 9O9 POWDER BATH SCALE: 3/8"= 1'-0" RM. 104 TILE NICHE IN WALL A 1914 BATHROOM SCALE: 3/8" = 1'-0" RM. 107 A, � I (� I --J I I --------------- � I FRAMELESS G ENCLOSURE BY AMERICAN SHOWER DOOR, SHOWERGUAR GLASS BATHROOM OF DOOR TILE NICHE \ IN WALL TO DR IA1911" d- N_ ON CIS Q Q A1913 I L OF 1 TOILET 204 to N -OF- - - PLUMBING T2'-5" 2'-5" W OF\�----- INDOW A 1 9OZ ENLARGED PLAN SCALE: 3/8" = 1'-0" A1gn1 SCALE: NTS Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: j ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS Lam' DATE: 2. 14.2014 File: exterior elevations ENLARGED FIRST FLOOR BATHROOM PLANS AND SCHEDULE BATT INSUL. REFER 1 WALL SECTION 1/2- GWE DOOR/WINDOW CASING - SEE TRIM DETAILS HEADER - REFER TO STRUCT'L DWGS BLOCKING AS REQUIRE[ ALUMINUM CHANNEL SLIMPACT BUTT JOINT FAOUR GLASS ALUMINUM CHANNE BLOCKING AS REQUIRE REFER TO MOULDING DETAILS FOR WINDOI TRIM DRAINAGE PLANE OVER MOISTURE R AND CONC. BLOCK „ 1 -, AHEAD a ITIOUS SIDING RING STRIPS 4" 2x TRIM CANT FOR S MD -1519 COVE TRIM 10=111:41l )OD BLOCKING =N FURRING AS REQ'D OPEN FOR GE AL FLASHING LEG - L PERMABARRIER -mil ,-,CTEGLAZING SYSTEM BY FAOUR GLASS SLIMPACT BUTT JOINT BY FAOUR GLASS A 1 7.5 BUTT GLAZING PLAN SCALE: 3" = F-0" D A/%VCD ROD A 1 /.6 SCALE. 3" = F-0" 4LANT RMED SILL PAN WITH OS - FASTEN PANS I END DAMS, NOT i BOTTOM OF PAN 2x HARDI TRIM - CANT TOP 1/2- 2x HARDI TRIM TURN MOISTURE BARRIER INTO OPENING PRIOR TO INSTALLING WINDOWS AND DOORS LEAVE OPEN SEALANT DRAINAGE PLANE MESH MOISTURE BARRIER REFER TO TYP. WALL SECTION FOR INSUL. HEADER - REFER TO STRUCT'L DWGS 1/4- SHIM SPACE - WITH INSUL 3/8 SIDIP DRAINA MOISTUF A TINT FALSE DORMER GLAZING 2x4 FRAMING INSULATION CORNER PLAN A 1 7.3 HEAD/SILL DORMER DETAIL SCALE.- 3" = 1'4' E -FORMED SILL PAN WITH D DAMS - FASTEN PANS ROUGH END DAMS, NOT ROUGH BOTTOM OF PAN CKER ROD AND SEALANT RN MOISTURE BARRIER INTO ENING HARDI TRIM - CANT 1/2" :AVE OPEN FOR DRAINAGE aRDIE TRIM 2AINAGE PLANE OVER MOISTURE %RRIER AND WOOD SHEATHING DOOR/WINDOW C SEE TRIM HEADER - F STRUC- DOOR/WINDOW CASING - SEE TRIM DETAILS BASE CABINET IN BATHROOMS A] 7. 1 HEAU - BAYWINUUW SCALE: 3" = F-0" Scq oat . i�ov� a. REFER TO ROOF PLAN DRAWING FOR ADDITIONAL NOTES ROOF SHEATHING. SPECTIS 1x TRIM SPECTIS MD1519 COVE TRIM BLOCKING AS REQ'D. E OVER IER AND G IG LEG - �RRIER LEG ALL P. WINDOW FRAME WITH INTEGRAL FLASHING FIN - SHIM BOTTOM OFF SILL PAN FOR DRAINAGE PRE -FORMED SILL PAN WITH END DAMS - FASTEN PANS THROUGH END DAMS, NOT THROUGH BOTTOM OF PAN 2x HARDI TRIM - CANT TOP 1/2" TURN MOISTURE BARRIER INTO OPENING LEAVE OPEN FOR DRAINAGE DRAINAGE MESH OVER MOISTURE BARRIER AND WOOD SHEATHING HARDI 1x TRIM SPECTIS MD1130 ARDI 5/16 " SHEET FURRING NOT REQUIRED AT BAY WINDOWS A 1 7.Z SILL- BAYWINDOW SCALE: 3" = 1'-0" GENERAL WINDOW AND DOOR NOTES: 1. PRIOR TO APPLYING WATERPROOFING, CAULK ALL OPENINGS AT DOOR AND WINDOW BUCKS TO SEAL ALL GAPS. 2. INSTALL PREFORMED COPPER OR VINYL PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS - ALL PANS SHALL HAVE INTEGRAL END DAMS. 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg, No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS U" DATE: 2. 14.2014 File: GOODENGHDOOR&WINDO WINDOW DETAILS A17 REFER TO TYP. WALL SECTION FOR INSUL. HEADER - REFER TO STRUCT'L DWGS DOOR/WINDOW CASING - SEE TRIM DETAILS DRILL HOLES IN HEADER AND SILL STUDS TO PROVIDE AIR VENTILATION WHERE WINDOWS ARE FALSE. PAINT BACKSIDE OF DRYWALL FOR FALSE WINDOW BLOCKING AS REQUIRED FOR VANITY MIRROR------- DRILL IRROR___ DRILL HOLES IN HEADER AND SILL STUDS TO PROVIDE AIR MOVEMENT WHERE WINDOWS ARE FALSE. DOOR/WINDOW CASING - SEE TRIM DETAILS BASE CABINET IN BATHROOMS REFER TO ROOF PLAN DRAWING FOR ADDITIONAL NOTES ROOF SHEATHING. SPECTIS 1x TRIM jr-�-- SPECTIS MD1519 COVE TRIM BLOCKING AS REQ'D. --�_ DRAINAGE PLANE OVER MOISTURE BARRIER AND iv WOOD SHEATHING HARDI 1x TRIM INTEGRAL FLASHING LEG - INSTALL PERMABARRIER MEMBRANE OVER LEG ALL FOUR SIDES - TYP. LEAVE OPEN FOR DRAINAGE ALUM. CLAD WINDOW SYSTEM A 16.7 HEAD - BAY WINDOW SCALE: 3" = 1'-0" (FALSE WINDOW) WINDOW FRAME WITH INTEGRAL FLASHING FIN - SHIM BOTTOM OFF SILL PAN FOR DRAINAGE PRE -FORMED SILL PAN WITH END DAMS - FASTEN PANS THROUGH END DAMS, NOT THROUGH BOTTOM OF PAN NOTE: REFER TO HEAD AND SILL DETAIL FOR TYPICAL NOTES 2x HARDI TRIM - CANT TOP 1/2" TURN MOISTURE BARRIER INTO OPENING LEAVE OPEN FOR DRAINAGE DRAINAGE MESH OVER MOISTURE BARRIER AND WOOD SHEATHING HARDI 1x TRIM SPECTIS MD1130 HARDI 5/16" SHEET FURRING NOT REQUIRED AT BAY WINDOWS A 16.8 SILL - BAY WINDOW SCALE: 3" = 1'-0" (FALSE WINDOW) BATT INSUL. REFEF WALL SECT 1/2- C HEADER I REFER STRUCT'L DW DOOR/WINDOW CASINO SEE TRIM DETA 1/4" SHIM SPACE - F WITH INSULAT DRAINAGE PLANE OVER MOISTURE nx.. rr) ITIOUS SIDING RING STRIPS 11 REFER TO MOULDING DETAILS FOR WINDOW TRIM !x TRIM CANT FOR MD -1519 COVE TRIM ,OD BLOCKING N FURRING AS REQ'D x TRIM ,PEN FOR ;E FLASHING LEG - 'ERMABARRIER IE OVER LEG ALL ES - TYP. A 1 CC704 HEAD - WOOD FRAME SCALE: 3" = 1'-0" (JAMB SIM.) WINDOW FRAME WITH INTEGRAL FLASHING HIM BOTTOM OFF SILL PAN FOR ;E 2MED SILL PAN WITH END FASTEN PANS THROUGH END OT THROUGH BOTTOM OF PAN BACKER ROD AND SEALANT 1 1/2" x 3 1/2" HARDI TRIM - CANT TOP 1/2" TURN MOISTURE BARRIER INTO OPENING LEAVE OPEN FOR DRAINAGE 1x HARDI TRIM SEALANT DRAINAGE PLANE MESH MOISTURE BARRIER A 16.5 SILL - WOOD FRAME SCALE: 3" = 1'-0" A 16.6 NOT INCLUDED 1/2" GWB BATT INSUL. REFER TO --_ WALL SECTIONS _- O DOOR/WINDOW CASING SEE TRIM DETAILS is REFER TO MOULDING DETAILS FOR WINDOW TRIM JAMB EXTENSION/ 1/4" SHIM SPACE - FILL WITH INSULATION INSULATED GLAZING Gooden Residence SC at 227 Beach Avenue oat �� Atlantic Beach,Florlda Architecture by: may„ DRAINAGE PLANE OVER MOISTURE NE BARRIER AND CONC. BLOCK ARCHITECTURE CEMENTITIOUS SIDING Lane Architecture, P.A. 1022 Park Street, Suite 205 2X FURRING STRIPS Jacksonville, Florida 32204 - BEYOND 904.355.9020 3/4- J. Lane, Reg. No. AR 12715 H ---v --- A 16.1 HEAD - CMU SCALE: 3" = 1'-0" (JAMB SIM.) HARDI 2x TRIM CANT FOR SLOPE SPECTIS MD -1519 COVE TRIM HARDI 2x TRIM P.T. WOOD BLOCKING BETWEEN FURRING AS REQ'D LEAVE OPEN FOR DRAINAGE INTEGRAL FLASHING LEG - INSTALL PERMABARRIER MEMBRANE OVER LEG ALL FOUR SIDES - TYP. NOTE: DETAILS ARE SHOWN FOR FLASHING PURPOSES. FOR CLARITY, SPACING FOR MATERIALS HAS BEEN EXAGERATED A 16.2 SILL -CMU SCALE: 3" = 1'-0" A 16.3 NOT INCLUDED WINDOW FRAME WITH INTEGRAL FLASHING FIN - SHIM BOTTOM OFF SILL PAN FOR DRAINAGE PRE -FORMED SILL PAN WITH END DAMS - FASTEN PANS THROUGH END DAMS, NOT THROUGH BOTTOM OF PAN BACKER ROD AND SEALANT 1 1/2" x 3 1/2" HARDI TRIM - CANT TOP 1/2" TURN MOISTURE BARRIER INTO OPENING LEAVE OPEN FOR DRAINAGE 2x HARDI TRIM SEALANT DRAINAGE PLANE MESH MOISTURE BARRIER GENERAL WINDOW AND DOOR NOTES: 1. PRIOR TO APPLYING WATERPROOFING, CAULK ALL OPENINGS AT DOOR AND WINDOW BUCKS TO SEAL ALL GAPS. 2. INSTALL PREFORMED COPPER OR VINYL PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS - ALL PANS SHALL HAVE INTEGRAL END DAMS. 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: GOODENGHDOOR&WINDOh: WINDOW DETAILS A16 A \SEE MOULDING B1 FIRST LEVEL SHEETS FOR FAMILY ROOM FOYER PANELING DETAILS B2 SECOND LEVEL FOYER AND GUEST BEDROOM 0 i iV 3'-2" SC'W WD I II Ili ,t SCW II I � - 7I j 2'-4"x 6'-8" A \SEE MOULDING B1 FIRST LEVEL SHEETS FOR FAMILY ROOM FOYER PANELING DETAILS B2 SECOND LEVEL FOYER AND GUEST BEDROOM 0 i iV 3'-2" C1 FIRST LEVEL BEDROOM (EGRESS) AND DINING Ift**. A 16.3 DOOR SCHEDULE DOOR DOOR DOOR FRAME DOOR NO. SIZE MATERIAL MATERIAL ELEVATION NOTES 101A 102A 103A 104A 106A 107A 3'-4"x 8'-0" SC'W WD I II Ili 2'-8"x 6'-8" SCW II I I'� � - WD A 2'-4"x 6'-8" SCW ----- C1 FIRST LEVEL BEDROOM (EGRESS) AND DINING Ift**. A 16.3 DOOR SCHEDULE DOOR DOOR DOOR FRAME DOOR NO. SIZE MATERIAL MATERIAL ELEVATION NOTES 101A 102A 103A 104A 106A 107A 3'-4"x 8'-0" SC'W WD E NOTE 4 2'-8"x 6'-8" SCW WD A 2'-0"x 6'-8" SCW WD A 2'-4"x 6'-8" SCW WD A 2'-8"x 6'-8" SCW WD A PR 1'-3"x 6'-8" SCW WD C 2'-6"x 6'-8" SC'W WD A 108A 2'-8"x 6'-8" SCW WD A 113A PR 2'-8"x8'-0" ACW ACW D 115A 115B 201A 203A 203B 204A 205A 2'-6"x 6'-8" SCW WD A 206A 2'-0"x 6'-8" SCW WD A 207A 208A 209A 21 OA 211A I'R 2 –0 x 6 –8 SCW WD C 2'-8"x 6'-8" ACW ACW B 2'-4"x 6'-8" SCW WD A 2'-8"x 6'-8" SCW WD A 2'-8"x 6'-8" SCW WD A PR 2'-0"x 6'-8" SCW WD A 2'-8"x 8'-0" ACW ACW B 2'-6"x 6'-8" SCW WD C 205A 2'-6"x 6'-8" SCW WD A 206A 2'-0"x 6'-8" SCW WD A 207A 208A 209A 21 OA 211A 213A I'R 2 –0 x 6 –8 SCW WD C 2'-6"x 6'-8" SCW WD A 2'-6"x 6'-8" SCW WD A 2'-0"x 6'-8" SCW WD A 2'-6"x 6'-8" SCW WD A PR 2'-0"x 6'-8" SCW WD A 2'-6"x 6'-8" I " I " SCW WD A 213A I'R 2 –0 x 6 –8 SCW WD C 214A 2'-6"x 6'-8" SCW WD A 215A 2'-6"x 6'-8" SCW WD A SOLID 216A PR 2'-0"x 6'-8" SCW WD A 216B 2'-8"x8'-0" ACW ACW D A SINGLE PANEL STILE AND RAIL DOOR 3'- ❑❑ IT SOLID ❑❑ WOOD PANELS ❑❑ B FRENCH DOOR SEE MOULDING SHEETS EXTERIOR DETAILS TYPICAL C2 SECOND LEVEL BEDROOMS (EGRESS) D BATHROOM PANTRY C BI -FOLD SINGLE PANEL STILE AND RAIL DOOR 16.3 c r E KITCHEN (VERIFY FINAL BACK SPLASH SELECTION WILL NOT DISRUPT WINDOW SILL) DOOR ABBREVIATIONS SCW SOLID CORE WOOD WD WOOD ACW ALUMINUM CLAD WOOD DOOR NOTES 1. ALL INTERIOR DOORS SHALL BE 3/4" THICK SOLID CORE WOOD 2. PROVIDE $200.00 PER DOOR ALLOWANCE FOR HARDWARE 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS, WINDOW FILM OR SCREENS. 4. OWNER HAS TENTATIVELY SELECTED DOOR SHOW. SELECTION IS TO BE CONFIRMED. F POWDER BATH LIVING ROOM WE SEE PLAN FOR v CASEMENT " OPERATION, I 1 6 J M BAY SIDE M WINDOW TDP OF SECOND FLOOR TRUSSES _ (MAIN RESIDENCE) I I II! � I —1 y li � � ON N SOLID WOOD PANELS II D E SINGLE LITE CUSTOM DOOR WOOD DOOR 16.3 c r E KITCHEN (VERIFY FINAL BACK SPLASH SELECTION WILL NOT DISRUPT WINDOW SILL) DOOR ABBREVIATIONS SCW SOLID CORE WOOD WD WOOD ACW ALUMINUM CLAD WOOD DOOR NOTES 1. ALL INTERIOR DOORS SHALL BE 3/4" THICK SOLID CORE WOOD 2. PROVIDE $200.00 PER DOOR ALLOWANCE FOR HARDWARE 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS, WINDOW FILM OR SCREENS. 4. OWNER HAS TENTATIVELY SELECTED DOOR SHOW. SELECTION IS TO BE CONFIRMED. F POWDER BATH LIVING ROOM WE SEE PLAN FOR v CASEMENT " OPERATION, I 1 6 J M BAY SIDE M WINDOW TDP OF SECOND FLOOR TRUSSES _ (MAIN RESIDENCE) NOTE: WINDOW TI MATCH ALL SINOha „iiu uuur\a EXTERIOR CASING SHOWN FOR REFERENCE GENERAL WINDOW NOTES: 1. WINDOWS SHALL BE EQUAL TO MARVIN CLAD ULTIMATE DOUBLE HUNG STORM PLUS IZ3 2. ALTHOUGH NOT REQUIRED BY THE FLORIDA BUILDING CODE, ALL EXTERIOR OPENINGS SHALL MEET THE REQUIRMENTS FOR PROTECTION OF OPENINGS PER SECTION R301.2.1.2 (WIND–BORNE DEBRIS REQUIREMENTS) 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS, WINDOW FILM OR SCREENS. 4. ALL DIMENSIONS ARE TO ROUGH OPENING Ln j PO� L11 W L WEST DORMER WINDOW G1 G2 LIVING ROOM MASTER DINING ROOM BEDROOM AND BATH M EAST DORMER WINDOW TOP OF SECOND FLOOR TRUSSES (MAIN RESIDENCE) Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: LA NE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: GOODENGHDOOR&WINDO' DOOR SCHEDULE H (NORTH/SOUTH VIEW) H (EAST VIEW) DETAILS, AND WINDO\ MASTER MASTER ELEVATIONS BEDROOM BEDROOM AND BATH AND BATH WINDOW ELEVATIONS A15-1 SCALE: 3/16" = V-0" A 1 5 I I II! � I I-_ i y li � � ON N NOTE: WINDOW TI MATCH ALL SINOha „iiu uuur\a EXTERIOR CASING SHOWN FOR REFERENCE GENERAL WINDOW NOTES: 1. WINDOWS SHALL BE EQUAL TO MARVIN CLAD ULTIMATE DOUBLE HUNG STORM PLUS IZ3 2. ALTHOUGH NOT REQUIRED BY THE FLORIDA BUILDING CODE, ALL EXTERIOR OPENINGS SHALL MEET THE REQUIRMENTS FOR PROTECTION OF OPENINGS PER SECTION R301.2.1.2 (WIND–BORNE DEBRIS REQUIREMENTS) 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS, WINDOW FILM OR SCREENS. 4. ALL DIMENSIONS ARE TO ROUGH OPENING Ln j PO� L11 W L WEST DORMER WINDOW G1 G2 LIVING ROOM MASTER DINING ROOM BEDROOM AND BATH M EAST DORMER WINDOW TOP OF SECOND FLOOR TRUSSES (MAIN RESIDENCE) Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: LA NE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: GOODENGHDOOR&WINDO' DOOR SCHEDULE H (NORTH/SOUTH VIEW) H (EAST VIEW) DETAILS, AND WINDO\ MASTER MASTER ELEVATIONS BEDROOM BEDROOM AND BATH AND BATH WINDOW ELEVATIONS A15-1 SCALE: 3/16" = V-0" A 1 5 I I II! � I I-_ i li � � ON N NOTE: WINDOW TI MATCH ALL SINOha „iiu uuur\a EXTERIOR CASING SHOWN FOR REFERENCE GENERAL WINDOW NOTES: 1. WINDOWS SHALL BE EQUAL TO MARVIN CLAD ULTIMATE DOUBLE HUNG STORM PLUS IZ3 2. ALTHOUGH NOT REQUIRED BY THE FLORIDA BUILDING CODE, ALL EXTERIOR OPENINGS SHALL MEET THE REQUIRMENTS FOR PROTECTION OF OPENINGS PER SECTION R301.2.1.2 (WIND–BORNE DEBRIS REQUIREMENTS) 3. ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS, WINDOW FILM OR SCREENS. 4. ALL DIMENSIONS ARE TO ROUGH OPENING Ln j PO� L11 W L WEST DORMER WINDOW G1 G2 LIVING ROOM MASTER DINING ROOM BEDROOM AND BATH M EAST DORMER WINDOW TOP OF SECOND FLOOR TRUSSES (MAIN RESIDENCE) Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: LA NE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: GOODENGHDOOR&WINDO' DOOR SCHEDULE H (NORTH/SOUTH VIEW) H (EAST VIEW) DETAILS, AND WINDO\ MASTER MASTER ELEVATIONS BEDROOM BEDROOM AND BATH AND BATH WINDOW ELEVATIONS A15-1 SCALE: 3/16" = V-0" A 1 5 A 14.4 ENLARGED STAIR PLAN FIRST FLOOR 3/8" = Y-0" A 14.3 ENLARGED STAIR PLAN FIRST FLOOR 3/8" = Y-0" CROWN A COFFERED CEILING RAILING TO BE SELECTED BY OWNER BALUSTERS SHALL NOT ALLOW 4" SPHERE TO PASS THROUGH 0 roI SEE MOULDING SHEETS FOR DETAILS s �a N=p N N A 14. 15 ENLARGED STAIR PLAN FIRST FLOOR 3/8" = 1 '-0.. CENTERLINE OF THE HOU COFFERED CEILING SEE DETAILS ON MOULDING SHEETS LID IL CFS N SEE MOULDING SHEETS FOR DETAILS j EL S2 t 2 J C9 Q �L -- - -Fi C14 Fn - - --- \ Ir V 'V-) IY i i H 2 M w A 14.23/8" ENLARGED STAIR PLAN FIRST FLOOR = 1 '-0" Gooden Residence at 227 Beach Avenue N�4Atlantic Beach,Florida Architecture by: aosa j//��! ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 " L TO BE SELECTED VER BALUSTERS NOT ALLOW 4" REVISIONS TO PASS 3H NORTH A 14. ENLARGED STAIR PLAN FIRST FLOOR 3/8" = 1 '-0.. t DATE: 2. 14.2014 File: FIRST FLOOR PLAIN ENLARGED STAIR PLANS AND DETAILS A 13. 1 DETAIL SCALE: 1 1/2" = 1'-0" / SNAP -CLAD PANEL 5/8" PLYWOOD SHEATHING FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER EAVE FLASHING (,ALLOW FOR THERMAL EXPANSION/CONTRACTION) PA -126 EAVE FLASHING PA -5 KEEPER 1 x 3 HARDI TRIM 1 x 6 HARDI TRIM TRUSS BEARING 1 x SPECTIS TRIM = 22'-1 1/2"' BLOCKING AS REQUIRED MD1741 SPECTIS MOULDERS 1x SPECTIS TRIM MD 1085 SPECTIS MOULDERS 1 x SPECTIS TRIM DRAINAGE FABRIC ON MOISTURE BARRIER (TYPICAL EAVE) A 13.2 DETAIL SCALE: 1 1/2" = F-0" (TYPICAL SLAB) INFORCED CMU BLOCK FORE BARRIER JRRING STRIPS RST LEVEL LEAVE GAP AT 'ALL BASE FOR FUTURE DF JAGE FABRIC WITH INSECT EN AT BOTTOM EDGE TOP OF SLAB = 0'-0"' AGE NTITIOUS SIDING OT CAULK (LESS STEEL FLASHING X 9.25" CEMENTITIOUS TRIM D TIS 1x TRIM BOARD LATTICE ;E SURFACE WITH LAMB OR EQUAL TIS 1x TRIM BOARD KING AS REQUIRED X 5.25" CEMENTITTOUS TRIM D EXTERIOR SHEATHING COMPOSITE T&G PANEL 1x HARDI TRIM / MD 1085 SPECTIS MOULDERS (3) 2x12 SEE STRUCTURAL HARDI BOARD BOX BEAM SNAP -CLAD PANEL 5/8" PLYWOOD SHEATHING FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER EAVE FLASHING (ALLOW FOR THERMAL EXPANSION/CONTRACTION DEPENDING ON TEMPERATURE AT TIME OF INSTALLATION) PA -126 EAVE FLASHING PA -5 KEEPER 1 x 3 HARDI TRIM 1 x 6 HARDI TRIM TRUSS BEARING 1 x HARDI TRIM 22'-1 1/2"' BLOCKING AS REQUIRED MD1741 SPECTIS MOULDERS 1x HARDI TRIM MD 1735 SPECTIS MOULDERS 1 HARDI BOARD BOX BEAM 1/2 " ROUND SPECTIS TRIM 6x6 POST BEYOND I A 13.3 DETAIL SCALE: 1 1/2" = F-0" (EAST/ WEST PORCH EAVE) FLOOR JOISTS RIPPED TO 1/4 " PER 12" SLOPE (SEE STRUCTURAL) (3) 2x12 SEE STRUCTURAL 1 x T&G WOOD 1x SPECTIS TRIM MD 1085 SPECTIS MOULDERS 1x 7RRBOARD i S7RI1CMAL POST BEYOND REFER 10 RADR PIAN (COLUMN PLAN) A 13.4 DETAIL SCALE: 1 1/2" = Y-0" FLOOR JOISTS RIPPED TO 1/4 " PER 12 SLOPE (SEE STRUCTURAL (3) 2x12 SEE STRUCTURAI 2x4 BRACING BACK TO JOIST! PILE BEYONI 1x T&G IPE WOOD DECKING ON DRAINAGE FABRIC ON MOISTURE BARRIER ON 1/2 " SHEATHING 1x HARDI TRIM STAINLESS STEEL FLASHING MD1741 SPECTIS MOULDERS 1 x COLUMN WRAP BEYOND 1 x HARDI TRIM 6x6 POST BEYOND SEE STRUCTURAL (EAST/ WEST PORCH 2ND LEVEL) DETAIL A 13.5 SCALE: 1 1/2" = F-0" 3x6 POST BEYOND "OLUMN BASE BEYOND Ix T&G IPE WOOD DECKING DN DRAINAGE FABRIC ON JOISTURE BARRIER ON 1/2 " SHEATHING Ix SPECTIS TRIM LEAVE OPEN FOR DRAINAGE METAL FLASHING X 5.25" SPECTIS TRIM BOARD SPECTIS 1x TRIM BOARD PVC LATTICE ON 3/4 " STUCCO AND DENSGLASS SHEATHING 2x4 BRACE WALL SPECTIS 1x TRIM BOARD BLOCKING AS REQUIRED 1.5" X 6" SPECTIS TRIM BOARD WITH CHAMFERED EDGE (WEST PORCH EDGE) GENERAL NOTES: 1. INSTALL PREFORMED COPPER OR VINYL PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS 2. PRIOR TO INSTALLING WATERPROOFING MEMBRANE CAULK ALL WOOD BUCKS AT OPENINGS TO SEAL ALL GAPS 3. CEMEN11TIOUS SIDING AND TRIM SHALL BE EQUAL TO "ARTISAN" BY JAMESHARDI, SIDING SHALL BE 7.25" WIDE WITH 6" EXPOSURE, FASTENERS SHALL BE RING SHANK STAINLESS STEEL NAILS. PAINT WITH "PRIMER 2K" AND 2 COATS OF THOROSHEEN (FLAT FINISH), 100% ACRYLIC PAINT BY THORO/BASF. 4. ALL FLASHING SHALL BE TYPE 316 STAINLESS, 24 GAUGE UNLESS NOTED OTHERWISE 5 SEALANT SHALL BE EQUAL TO SILKAFLEX-15LM BY SILKA 6. MOISTURE BARRIER SHALL BE EQUAL TO VULKEM EXOAIR 230 7. DRAINAGE FABRIC SHALL BE EQUAL TO "HOME SLICKER" BY BENJAMIN OBDYKE. FLUID APPLIED MOISTURE BARRIER EQ. TO VULKEM EXOAIR 230 W/ HOME SLICKER DRAIN PLAIN S�gNN�o Gooden °ate. Residence at 227 Beech Avenue Atlantic Beach,Florida Architecture by: 0/0011. //moi ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: GOODEN WS WALL SECTIONS A. 13 i i elnamD AS RE1QiM1ED B6CW jow ALL CORNERS 2 31,C g 1 1/4• (COLUMN PLAN) A 13.4 DETAIL SCALE: 1 1/2" = Y-0" FLOOR JOISTS RIPPED TO 1/4 " PER 12 SLOPE (SEE STRUCTURAL (3) 2x12 SEE STRUCTURAI 2x4 BRACING BACK TO JOIST! PILE BEYONI 1x T&G IPE WOOD DECKING ON DRAINAGE FABRIC ON MOISTURE BARRIER ON 1/2 " SHEATHING 1x HARDI TRIM STAINLESS STEEL FLASHING MD1741 SPECTIS MOULDERS 1 x COLUMN WRAP BEYOND 1 x HARDI TRIM 6x6 POST BEYOND SEE STRUCTURAL (EAST/ WEST PORCH 2ND LEVEL) DETAIL A 13.5 SCALE: 1 1/2" = F-0" 3x6 POST BEYOND "OLUMN BASE BEYOND Ix T&G IPE WOOD DECKING DN DRAINAGE FABRIC ON JOISTURE BARRIER ON 1/2 " SHEATHING Ix SPECTIS TRIM LEAVE OPEN FOR DRAINAGE METAL FLASHING X 5.25" SPECTIS TRIM BOARD SPECTIS 1x TRIM BOARD PVC LATTICE ON 3/4 " STUCCO AND DENSGLASS SHEATHING 2x4 BRACE WALL SPECTIS 1x TRIM BOARD BLOCKING AS REQUIRED 1.5" X 6" SPECTIS TRIM BOARD WITH CHAMFERED EDGE (WEST PORCH EDGE) GENERAL NOTES: 1. INSTALL PREFORMED COPPER OR VINYL PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS 2. PRIOR TO INSTALLING WATERPROOFING MEMBRANE CAULK ALL WOOD BUCKS AT OPENINGS TO SEAL ALL GAPS 3. CEMEN11TIOUS SIDING AND TRIM SHALL BE EQUAL TO "ARTISAN" BY JAMESHARDI, SIDING SHALL BE 7.25" WIDE WITH 6" EXPOSURE, FASTENERS SHALL BE RING SHANK STAINLESS STEEL NAILS. PAINT WITH "PRIMER 2K" AND 2 COATS OF THOROSHEEN (FLAT FINISH), 100% ACRYLIC PAINT BY THORO/BASF. 4. ALL FLASHING SHALL BE TYPE 316 STAINLESS, 24 GAUGE UNLESS NOTED OTHERWISE 5 SEALANT SHALL BE EQUAL TO SILKAFLEX-15LM BY SILKA 6. MOISTURE BARRIER SHALL BE EQUAL TO VULKEM EXOAIR 230 7. DRAINAGE FABRIC SHALL BE EQUAL TO "HOME SLICKER" BY BENJAMIN OBDYKE. FLUID APPLIED MOISTURE BARRIER EQ. TO VULKEM EXOAIR 230 W/ HOME SLICKER DRAIN PLAIN S�gNN�o Gooden °ate. Residence at 227 Beech Avenue Atlantic Beach,Florida Architecture by: 0/0011. //moi ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: GOODEN WS WALL SECTIONS A. 13 A 1 Z. WALL SECTION SCALE: 1 1/2" = F-0" BACK PORCH 5/8" GWB ON 2x6 STUDS AT 16" O.C. AND 4" UNFACED BATT INSULATION TURN WATERPROOFING MEMBRANE UP FACE OF WALL 24" PRE-ENGINEERED WOOD FLOOR TRUSS 5/8" GWB ON 2x4 FURRING AT 24" O.C. AND 4" UNFACED BATT INSULATION MAXIMUM THICKNESS OF SPRAY FOAM INSULATION AT ALL VERTICAL SURFACES IS 6" PER ICC EVALUATION REPORT RIP JOISTS TO SLOPE (SEE STRUCTURAL FOR JOIST MINIMUM DEPTHS) TTOOP- OF SLAB ''F 0--0" 1 /4" INACTIVE DORMERS- --------------'� REFER TO WINDOW ELEVATIONS AND DETAILS I I I I I I I I TRUSS BEARING I I I Al 3.3 `----- -------- I I I I I I I I 1 A13.5 INSTALL .032 ANDD. ALUMINUM FLASHINGS OVER ALL EXPOSED COLUMN CAPS SYNTHETIC HANDRAIL SYSTEM TO BE SELECTED BY OWNER W/ MAX. OPENING OF 4" 1 x 6 IPE WOOD DECKING WOOD SLEEPERS OVER EXT. PLYWOOD AND SHEATHING AND MOISTURE BARRIER TOP OF FLOOR TRUSS 121-1" EXTERIOR PLYWOOD SHEATHING WITH COMPOSITE CEILING PANEL REFER TO STRUCTURAL DRAWINGS FOR REINFORCING AND ADDITIONAL NOTES REFER TO TYPICAL WALL SECTION AND A11.3 FOR TYPICAL NOTES k TOP —OF SLAB '-F 0'-O" - � —TOP OF DECK 'r - 2'-0" (APPROX.) TOP OF GRADE (EAST SIDE 3'-5" (APPROX.) i CV &C IU �/� F GENERAL NOTES: 1. INSTALL PREFORMED COPPER OR VINYL PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS 2. PRIOR TO INSTALLING WATERPROOFING MEMBRANE CAULK ALL WOOD BUCKS AT OPENINGS TO SEAL ALL GAPS 3. CEMENTITIOUS SIDING AND TRIM SHALL BE EQUAL TO "ARTISAN" BY JAMESHARDI, SIDING SHALL BE 7.25" WIDE WITH 6" EXPOSURE, FASTENERS SHALL BE RING SHANK STAINLESS STEEL NAILS. PAINT WITH "PRIMER 2K" AND 2 COATS OF THOROSHEEN (FLAT FINISH), 100% ACRYLIC PAINT BY THORO/BASF. 4. ALL FLASHING SHALL BE TYPE 316 STAINLESS, 24 GAUGE UNLESS NOTED OTHERWISE 5 SEALANT SHALL BE EQUAL TO SILKAFLEX-15LM BY SILKA 6. MOISTURE BARRIER SHALL BE EQUAL TO VULKEM EXOAIR 230 7. DRAINAGE FABRIC SHALL BE EQUAL TO "HOME SLICKER" BY BENJAMIN OBDYKE. FLUID APPLIED MOISTURE BARRIER EQ. TO VULKEM EXOAIR 230 W/ HOME SLICKER DRAIN PLAIN 5/8" GWB ON CEILING 4s ® 16" O.C. W/ 1/2" EA. SIDE. INSTALL 1/2" ENT BACKER BOARD AT ALL TILE FINISHES. ) FINISH SCHEDULE FOR TSE AND WALL FINISHES -TYP. Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: I MOM 1////00/0//0/% ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS A 12.3 SIYPICAL INTERIOR �O oRWALL SECTION o CV DATE: 2. 14.2014 File: GOODEN WS WALL SECTIONS A12.2 WALL SECTION SCALE: 1 1/2" = F-0" BACK PORCH 12 Am SEE MOULDING DETAILS FOR COVE TURN WATERPROOFING MEMBRANE UP FACE OF WALL WOOD FRAMING AS NECESSARY 5/8" GWB ON 2x4 FURRING AT 24" O.C. AND 4" UNFACED BATT INSULATION lwm m= MAXIMUM THICKNESS OF SPRAY FOAM INSULATION AT---- ----- ----- ALL VERTICAL SURFACES IS 6" \� PER ICC EVALUATION REPORT I , I I � I i TRUSS BEARING = 22'-1" - - I I i I � I I INSTALL .032 ANDD. ALUMINUM FLASHINGS OVER ALL EXPOSED COLUMN CAPS Al 3.3 COMPOSITE DECORATIVE SLAT TRANSOM, SEE MOULDING DETAILS ON SHEET A27 RIP JOISTS TO SLOPE (SEE STRUCTURAL FOR JOIST MINiMUM DEPTHS) REFER TO MOULDING SHEETS FOR MOULDING AND COFFERING DRAINAGE PLANE CEMENTITIOUS LAP SIDING 8" REINFORCED CMU - SEE STRUCTURAL DRAWINGS HANDRAIL SYSTEM TO BE SELECTED BY OWNER W/ MAX. OPENING OF 4" 1 x 6 IPE WOOD DECKING WOOD SLEEPERS OVER EXT. PLYWOOD AND SHEATHING AND MOISTURE BARRIER TOP OF FLOOR TRUSS 12'-1" _ I I I Z_IRV I BOX BEAM I I I I A13.4 EXTERIOR PLYWOOD SHEATHING WITH COMPOSITE CEILING PANEL HANDRAIL SYSTEM TO BE SELECTED BY OWNER W/ MAX. OPENING OF 4" 1x6 IPE T&G DECKING WOOD SLEEPERS OVER EXT. PLYWOOD AND SHEATHING i <V y_1�y�7iI�UZ•P��y SEE INTERIOR ELEVATIONS AND MOULDING DETAILS FOR FIREPLACE SURROUND STONE FINISH----- ISOKERN VENTLESS FIREPLACE WITH FIREBRICK PRE -CAST SLAB FROM ISOKERN \ STONE HEARTH PLYWOOD \ CONC. FILL PLYWOOD WOOD FLOOR.\ CANTILEVERED FRAMING SEE STRUCTURAL SEE INTERIOR-, ELEVATIONS AND MOULDING DETAILS FOR FIREPLACE SURROUND STONE FINISH STONE HEARTH TO ALIGN WITH FIREBRICK 12 4 1 8 3/4" 1'-10 5/8" 11 1 5/d" 111 1'-7 3 TRUSS BEARING = 22'-1 1/2"_'_ a' BAY WINDOW PLATE = 19'-2 3/4" I M BAY WINDOW SILL = 15-6 1 /4" TOP OF FLOOR TRUSS 12'-1 1/2 - BAY /2"BAY WINDOW FRAMING +-' 11'-2 1/2 - CN /2" S BRACKET BL2591 \ N I TOP OF CMU COURSING - 10, -o" 0 I 0 REFER TO STRUCTURAL DRAWINGS FOR REINFORCING AND ADDITIONAL NOTES REFER TO TYPICAL WALL SECTION FOR TYPICAL NOTES ISOKERN VENTLESS FIREPLACE WITH FIREBRICK ON SLAB TOP OF SLAB Y0,-0", TOP OF GRADE_ - 3'-3" (APPROX.) SPRAYFOAM INSULATION EQ. TO ICYNENE WITH THERMAL AND IGNITION BARRIER EQ. TO OC 315 (R30) PRE-ENGINEERED WOOD ROOF TRUSSES 1/2" GWB ON 2x6 STUDS AT 16" O.C. AND 6" UNFACED BATT INSULATION 24" PRE-ENGINEERED WOOD FLOOR TRUSS REFER TO FINISH SCHEDULE COORDINATE ACOUSTIC ISOLATION MATERIALS WITH ARCHITECT RESILIENT CHANNELS AT ALL CEILINGS CROWN MOULDING SEE MOULDING DETAILS 1/2 " GWB ON P.T. 2x4 WOOD FRAMING 4" BATT INSULATION (UNFACED) ` WOOD BASE SEE MOULDING SHEET AT FIRST LEVEL LEAVE 4"GAP AT DRYWALL BASE SEE FINISH SCHEDULE FOR FLOOR MATERIAL COMPACTED FILL CONIC. FOUNDATION SEE STRUCTURAL A 1 1.2 WALL SECTION SCALE: 1 1/2" = F-0" AT BAYWINDOW A13.1 ---- -+- STANDING SEAM METAL ROOFING oodenSYSTEM -�_ — WATERPROOFING I MEMBRANE EQUAL TO &e ll AND WATER Sell e SHIELD HT" BY W.R. I� GRACE oats: at 227 Beach Avenue TRUSS BEARING �,, = 22'-1" Atlantic Beach,Florida I �4 COMPOSITE TRIM SEE Architecture by: DETAILS ON A13 -- I %///%%%%�/// IN WIN ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum _ Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 TOP OFSLAB PE 1 " I 1. INSTALL PREFORMED COPPER OR 0 -o"REFER VINYL PANS AT ALL DOOR TO TYPICAL WALL 2. PRIOR TO INSTALLING WATERPROOFING t MEMBRANE CAULK ALL WOOD BUCKS TOP OF FLOOR TRUSS SECTION FOR TYPICAL NOTES 12'-1 1/2"- - 3. CEMENTITIOUS SIDING AND TRIM SHALL BE EQUAL TO "ARTISAN" BY JAMESHARDI, SIDING REFER TO STRUCTURAL SHALL BE 7.25 WIDE WITH 6" EXPOSURE, x FASTENERS SHALL BE RING SHANK STAINLESS 4" UNFACED BATT CN INSULATION I DRAWINGS FOR ;o RIP JOISTS TO SLOPE ---- -------- - - REINFORCING AND (SEE STRUCTURAL FOR JOIST 4. ALL FLASHING SHALL BE TYPE 316 ADDITIONAL NOTES MINIMUM DEPTHS) TOP OF CMU COURSING OTHERWISE STEM WALL SEE STRUCTURAL 10'-0" 5 SEALANT SHALL BE EQUAL TO A13.5 SILKAFLEX-15LM BY SILKA OIL TOP_ OF GRADE WEST SIDE 6. MOISTURE BARRIER SHALL BE EQUAL - 3'-5" (APPROX.) PILE BEOND TO VULKEM EXOAIR 230 COMPACTED FILL 7. DRAINAGE FABRIC SHALL BE EQUAL TO "HOME SLICKER" BY BENJAMIN WALL SECTION A 1 1.3 FRABRIC EQUAL TO "HOME SLICKER" BY SCALE: 1 1/2" = 1'-0" AT FRONT PORCH y_1�y�7iI�UZ•P��y SEE INTERIOR ELEVATIONS AND MOULDING DETAILS FOR FIREPLACE SURROUND STONE FINISH----- ISOKERN VENTLESS FIREPLACE WITH FIREBRICK PRE -CAST SLAB FROM ISOKERN \ STONE HEARTH PLYWOOD \ CONC. FILL PLYWOOD WOOD FLOOR.\ CANTILEVERED FRAMING SEE STRUCTURAL SEE INTERIOR-, ELEVATIONS AND MOULDING DETAILS FOR FIREPLACE SURROUND STONE FINISH STONE HEARTH TO ALIGN WITH FIREBRICK 12 4 1 8 3/4" 1'-10 5/8" 11 1 5/d" 111 1'-7 3 TRUSS BEARING = 22'-1 1/2"_'_ a' BAY WINDOW PLATE = 19'-2 3/4" I M BAY WINDOW SILL = 15-6 1 /4" TOP OF FLOOR TRUSS 12'-1 1/2 - BAY /2"BAY WINDOW FRAMING +-' 11'-2 1/2 - CN /2" S BRACKET BL2591 \ N I TOP OF CMU COURSING - 10, -o" 0 I 0 REFER TO STRUCTURAL DRAWINGS FOR REINFORCING AND ADDITIONAL NOTES REFER TO TYPICAL WALL SECTION FOR TYPICAL NOTES ISOKERN VENTLESS FIREPLACE WITH FIREBRICK ON SLAB TOP OF SLAB Y0,-0", TOP OF GRADE_ - 3'-3" (APPROX.) SPRAYFOAM INSULATION EQ. TO ICYNENE WITH THERMAL AND IGNITION BARRIER EQ. TO OC 315 (R30) PRE-ENGINEERED WOOD ROOF TRUSSES 1/2" GWB ON 2x6 STUDS AT 16" O.C. AND 6" UNFACED BATT INSULATION 24" PRE-ENGINEERED WOOD FLOOR TRUSS REFER TO FINISH SCHEDULE COORDINATE ACOUSTIC ISOLATION MATERIALS WITH ARCHITECT RESILIENT CHANNELS AT ALL CEILINGS CROWN MOULDING SEE MOULDING DETAILS 1/2 " GWB ON P.T. 2x4 WOOD FRAMING 4" BATT INSULATION (UNFACED) ` WOOD BASE SEE MOULDING SHEET AT FIRST LEVEL LEAVE 4"GAP AT DRYWALL BASE SEE FINISH SCHEDULE FOR FLOOR MATERIAL COMPACTED FILL CONIC. FOUNDATION SEE STRUCTURAL A 1 1.2 WALL SECTION SCALE: 1 1/2" = F-0" AT BAYWINDOW A13.1 ---- -+- STANDING SEAM METAL ROOFING oodenSYSTEM -�_ — WATERPROOFING I MEMBRANE EQUAL TO &e ll AND WATER Sell e SHIELD HT" BY W.R. I� GRACE oats: at 227 Beach Avenue TRUSS BEARING �,, = 22'-1" Atlantic Beach,Florida I �4 COMPOSITE TRIM SEE Architecture by: DETAILS ON A13 -- I %///%%%%�/// IN WIN ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum _ Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 8" REINFORCED CMU - SEE STRUCTURAL DRAWINGS 4" UNFACED BATT INSULATION TOP OF SLAB 'r 0'-0"' STRUCTURAL PILING BEYOND (SEE STRUCTURAL) PVC TRIM K -��— AND LATTICE CMU STEM WALL �— EXPOSED SURFACES PAINTED WITH LAMBERT 932 REVISIONS DATE: 2. 14.2014 I I TOP OF GRADE I - 3'-3" (APPROX.) File: GOODEN WS A13.2 WALL SECTIONS A 1 1 1 TYPICAL WALL SECTION GENERAL NOTES: 1. INSTALL PREFORMED COPPER OR VINYL PANS AT ALL DOOR THRESHOLDS AND WINDOW SILLS 2. PRIOR TO INSTALLING WATERPROOFING MEMBRANE CAULK ALL WOOD BUCKS TOP OF FLOOR TRUSS AT OPENINGS TO SEAL ALL GAPS 12'-1 1/2"- - 3. CEMENTITIOUS SIDING AND TRIM SHALL BE EQUAL TO "ARTISAN" BY JAMESHARDI, SIDING SHALL BE 7.25 WIDE WITH 6" EXPOSURE, x FASTENERS SHALL BE RING SHANK STAINLESS 4" UNFACED BATT CN INSULATION STEEL NAILS. PAINT WITH "PRIMER 2K" AND 2 COATS OF THOROSHEEN (FLAT FINISH), 100% 7 ACRYLIC PAINT BY THORO/BASF. N 4. ALL FLASHING SHALL BE TYPE 316 STAINLESS, 24 GAUGE UNLESS NOTED TOP OF CMU COURSING OTHERWISE 10'-0" 5 SEALANT SHALL BE EQUAL TO SILKAFLEX-15LM BY SILKA 6. MOISTURE BARRIER SHALL BE EQUAL TO VULKEM EXOAIR 230 7. DRAINAGE FABRIC SHALL BE EQUAL TO "HOME SLICKER" BY BENJAMIN DRAINAGE PLANE OBDYKE. FRABRIC EQUAL TO "HOME SLICKER" BY BEN OBDYKE OVER 2X FURRING STRIPS ON FLUID APPLIED MOISTURE BARRIER EQ. TO VULKEM 350 CEMENTITIOUS LAP SIDING 8" REINFORCED CMU - SEE STRUCTURAL DRAWINGS 4" UNFACED BATT INSULATION TOP OF SLAB 'r 0'-0"' STRUCTURAL PILING BEYOND (SEE STRUCTURAL) PVC TRIM K -��— AND LATTICE CMU STEM WALL �— EXPOSED SURFACES PAINTED WITH LAMBERT 932 REVISIONS DATE: 2. 14.2014 I I TOP OF GRADE I - 3'-3" (APPROX.) File: GOODEN WS A13.2 WALL SECTIONS A 1 1 1 TYPICAL WALL SECTION Gooden Residence 1> 1> at 227 Beach Avenue °° Atlantic Beach,Florida SKYI IGHT RFYf1Nn I SCAB te. Architecture by: 1 '04 ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. rH 9133 R. G. Skinner Parkway TION Jacksonville, Florida 32256 904.483.5200 NG ON EB 6330 AINAGE Engineer of Record Carrington McVeigh, PE# 30692 NG ON ;AINAGE -ACED .EA LEVEL) A10.1 BUILDING SECTION SCALE: 1/4" = F-0" A 1 O.Z BUILDING SECTION SCALE: 1/4" = 1'-0" REVISIONS DATE: 2. 14.2014 File: building sections BUILDING SECTIONS FALSE BAY WINDOWS VENTLESS FIREPLACE VENTLESS FIREPLACE D D DI Iw I� oI I I ,,,n PRE-ENGINEERED WOOD TRUSSES COFFERED 1 CEILINGS i LLJ III I i � ISI i COFFERED CEILINGS 24" PRE-ENGINEERED FLOOR TRUSSES - PRE-ENGINEEF WOOD TRUSSE FIXED CURB MOUNTED VELUX SKYLIGHT WITH BUILT-IN BLINDS TOP OF PLATE _ 22'-1 1/2 " 1/2" GYP BOARD ON 2" RIGID INSULATION ON 26 WOOD FRAMING RAISED TUB PLATFORM _ ' OF FLOOR TRUSS 12 YY 12'-1 1/2" CEMENTITIOUS LAP SIDING ON ---FURRING STRIPS ON DRAINAGE PLANE AND MOISTURE BARRIER 2x4 FRAMING WITH UNFACED -----'BATT INSULATION ON CMU SEE A8.3 FOR TYP. NOTES _jh IQP_ OF SLAB _ YY 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) BUILDING SECTION A9.1 SCALE: 1/4" = l'-0" PRE-ENGINEERED ATTIC TRUSSES FOR HVAC SPACE CURB MOUNTED VELUX SKYLIGHT BEYOND SIM SECTION A9.1 IR ATTIC PLATE( SEE ATTIC P ON SHEET ) 1/2" GYP BOARD 2" RIGID INSULAI ON 2x6 WI FRAN CEMENTITIOUS SIDING ON FURF STRIPS ON DRAIN, PLANE AND MOIST BARE 2X4 FRAMING V UNFACED B INSULATION ON I I> I � DI IW Iw �I PRE-ENGINEERED WOOD TRUSSES --- ISOKERN VENTLESS VF -36 FIREPLACE � STONE SURROUND 400R TRUSSES FOR PRICING PURPOSEWOOD SURROUND S FN SEE MOULDING SHEETS FOR PANELING DETAILS — ;-_ ISOKERN VENTLESS LIE :EE] VF -42 FIREPLACE �'I I r L ARCHWAY I I I l SEPARATING 1;2 ROOMS I i BOW VANITY I u - - BY NER LI \ CONCRETE SLAB WITH PILES STONE SURROUND BUILDING SECTION A9.2 SCALE: 1/4" = F-0" DORMER IQP_QF _PLATE _ late. TRUSS SIDING ON DN DRAINAGE rURE UNFACED ON 3OVE SEA LEVEL) 22'-1 1/2 " 1/2" GYP BOARD ON A 2x6 WOOD FRAMING WITH UNFACED BATT INSULATION SLIMPACT BUTT GLAZING BY FAOUR GLASS COMPOSITE RAILING _Top OF FLOOR TRUSS 12'-1 1/2" CEMENlIT10US LAP SIDING ON FURRING STRIPS ON DRAINAGE PLANE AND MOISTURE BARRIER 2x4 FRAMING WITH UNFACED BATT INSULA11ON ON CMU / 3 WOOD RISERS SEE - a ABOVE SEA LEVEL) (SEE NOTE 2) IPE DECKING A9 3 BUILDING SECTION SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beech Avenue Atlantic Beach,Florida Architecture by: %%% IMEN= ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: building sections BUILDING SECTIONS DORMERS DECORATIVE SLAT TRANSOM LATTICE PANELING SEE ID ID >I ID >I >I CD 11 /4 12 I I I 1 18 8 — PRE- WOODETI�USSES D PRE-ENGINEERED \ WOOD TRUSSES ❑❑ ❑J-� LA I ❑i'� ❑ ❑._- DOOR ❑❑_ - II ❑ J it TOP OFPLATE 1 1/2 " COMPOSITE" II TOP FLOOR TRUSS --- t5 12'-1 1 /2" i I li J❑ ' ----- ! I I I, II I TOP OFPLATE 1 1/2 " COMPOSITE" II TOP FLOOR TRUSS --- t5 12'-1 1 /2" W1 III ! PRE-ENGINEERE WOOD TRUSSES `-TWO STORY FOYER I � � ❑❑ 'I I I RAILING TO BE SELECTED BY OWNER TOP OF GRADE A$ 1 BUILDING SECTION SCALE: 1/4" = 1'-0" COMPACTED FILL SEE MOULDING SHEETS - - FOR CASING DETAILS l 4" PRE COFFERED CEILINGS SEE MOULDING SHEETS FOR PANELING DETAILS �I i i d- o� LATTICE PANELING DI ID L12 I N -11/4 " PRE-ENGINEERED ATTIC TRUSSES FOR HVAC SPACE o PANELED CAS' OPENING SEPARATING ROOMS CONCRETE SLAB COMPACTED FILL WITH PILES ISOKERN VENTLESS VF -36 FIREPLACE PRE-ENGINEERED WOOD TRUSSES \ WOOD SURROUND SHOW FO%rRICING�PURPOtS I� ISOKERN VENTLESS VF -42 FIREPLACE �L - -» OC ❑ C� El: -_J 12 18 S Gooden °ate A""FoResidence \at 227 Beach Avenue Atlantic Beach,Florida TOP OF PLATE 22'-1 1/2" SLIMPACT BUTT GLAZING BY FAOUR GLASS COMPOSITE RAILING TOP FLOOR TRUSS 12'-1 1/2" SEE A8.3 FOR TYP. NOTES TOP OF SLAB IV 0'-0" FINISH DECK 2'-1 1/2" (APPROX.) A8.2 BUILDING SECTION SCALE: 1/4" = 1'-0" A$.3 BUILDING SECTION SCALE: 1/4" = 1'-0" INACTICE DORMER TYP, U.N.O. TOP OF PLATE -SLIMPACT BUTT GLAZING BY FAOUR GLASS 1/2- GYP BOARD ON A 2x6 WOOD FRAMING WITH UNFACED BATT INSULATION COMPOSITE RAILING TOP OF FLOOR TRUSS 12'-1 1/2" CEMENTITIOUS LAP SIDING ON FURRING STRIPS ON DRAINAGE PLANE AND MOISTURE BARRIER 2x4 FRAMING WITH UNFACED BATT INSULATION ON CMU IPE DECKING TOP OF SLAB _ 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) Architecture by: LM 11 1h MET 1111111, ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: building sections BUILDING SECTIONS COFFERED CEILING SEE MOULDING DETAILS TYP. RAISED WINDOW PANEL SEE MOULDING DETAILS SEE A8.3 FOR TYP. NOTES TOP OF SLAB 0'-0" li J❑ i - J ----- DETAIL ON W1 III ! PRE-ENGINEERE WOOD TRUSSES `-TWO STORY FOYER I � � ❑❑ 'I I I RAILING TO BE SELECTED BY OWNER TOP OF GRADE A$ 1 BUILDING SECTION SCALE: 1/4" = 1'-0" COMPACTED FILL SEE MOULDING SHEETS - - FOR CASING DETAILS l 4" PRE COFFERED CEILINGS SEE MOULDING SHEETS FOR PANELING DETAILS �I i i d- o� LATTICE PANELING DI ID L12 I N -11/4 " PRE-ENGINEERED ATTIC TRUSSES FOR HVAC SPACE o PANELED CAS' OPENING SEPARATING ROOMS CONCRETE SLAB COMPACTED FILL WITH PILES ISOKERN VENTLESS VF -36 FIREPLACE PRE-ENGINEERED WOOD TRUSSES \ WOOD SURROUND SHOW FO%rRICING�PURPOtS I� ISOKERN VENTLESS VF -42 FIREPLACE �L - -» OC ❑ C� El: -_J 12 18 S Gooden °ate A""FoResidence \at 227 Beach Avenue Atlantic Beach,Florida TOP OF PLATE 22'-1 1/2" SLIMPACT BUTT GLAZING BY FAOUR GLASS COMPOSITE RAILING TOP FLOOR TRUSS 12'-1 1/2" SEE A8.3 FOR TYP. NOTES TOP OF SLAB IV 0'-0" FINISH DECK 2'-1 1/2" (APPROX.) A8.2 BUILDING SECTION SCALE: 1/4" = 1'-0" A$.3 BUILDING SECTION SCALE: 1/4" = 1'-0" INACTICE DORMER TYP, U.N.O. TOP OF PLATE -SLIMPACT BUTT GLAZING BY FAOUR GLASS 1/2- GYP BOARD ON A 2x6 WOOD FRAMING WITH UNFACED BATT INSULATION COMPOSITE RAILING TOP OF FLOOR TRUSS 12'-1 1/2" CEMENTITIOUS LAP SIDING ON FURRING STRIPS ON DRAINAGE PLANE AND MOISTURE BARRIER 2x4 FRAMING WITH UNFACED BATT INSULATION ON CMU IPE DECKING TOP OF SLAB _ 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) Architecture by: LM 11 1h MET 1111111, ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: building sections BUILDING SECTIONS DETAIL ON RAISED DECK ON PILES W1 III ! PRE-ENGINEERE WOOD TRUSSES `-TWO STORY FOYER I � � ❑❑ 'I I I RAILING TO BE SELECTED BY OWNER TOP OF GRADE A$ 1 BUILDING SECTION SCALE: 1/4" = 1'-0" COMPACTED FILL SEE MOULDING SHEETS - - FOR CASING DETAILS l 4" PRE COFFERED CEILINGS SEE MOULDING SHEETS FOR PANELING DETAILS �I i i d- o� LATTICE PANELING DI ID L12 I N -11/4 " PRE-ENGINEERED ATTIC TRUSSES FOR HVAC SPACE o PANELED CAS' OPENING SEPARATING ROOMS CONCRETE SLAB COMPACTED FILL WITH PILES ISOKERN VENTLESS VF -36 FIREPLACE PRE-ENGINEERED WOOD TRUSSES \ WOOD SURROUND SHOW FO%rRICING�PURPOtS I� ISOKERN VENTLESS VF -42 FIREPLACE �L - -» OC ❑ C� El: -_J 12 18 S Gooden °ate A""FoResidence \at 227 Beach Avenue Atlantic Beach,Florida TOP OF PLATE 22'-1 1/2" SLIMPACT BUTT GLAZING BY FAOUR GLASS COMPOSITE RAILING TOP FLOOR TRUSS 12'-1 1/2" SEE A8.3 FOR TYP. NOTES TOP OF SLAB IV 0'-0" FINISH DECK 2'-1 1/2" (APPROX.) A8.2 BUILDING SECTION SCALE: 1/4" = 1'-0" A$.3 BUILDING SECTION SCALE: 1/4" = 1'-0" INACTICE DORMER TYP, U.N.O. TOP OF PLATE -SLIMPACT BUTT GLAZING BY FAOUR GLASS 1/2- GYP BOARD ON A 2x6 WOOD FRAMING WITH UNFACED BATT INSULATION COMPOSITE RAILING TOP OF FLOOR TRUSS 12'-1 1/2" CEMENTITIOUS LAP SIDING ON FURRING STRIPS ON DRAINAGE PLANE AND MOISTURE BARRIER 2x4 FRAMING WITH UNFACED BATT INSULATION ON CMU IPE DECKING TOP OF SLAB _ 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) Architecture by: LM 11 1h MET 1111111, ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: building sections BUILDING SECTIONS 1 ID DI DI Oka -C. 191 I NI Ir �CD w� I I II 8 II - I i i i - FIX MOUNTED CURB SKYLIGHTS _ I I ROOF RIDGE _ 34'-2" (APPROX.) afg.. 7 BUTT GLAZING CORNER WINDOW BY FAOUR GLASS TOP OF FLOOR -TRUSS 12'-1 1/2 - ARTISAN /2"ARTISAN HARDI LAP SIDING, SMOOTH FINISH ON MAIN HOUSE THREE WOOD RISERS FER TO SOUTH ELEVATION ,R TYPICAL NOTES TOP -OE -SLAB- _ 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) -TOP 0 F DECK _ -2'-0" A 7 EAST ELEVATION SCALE: 1/4" = 1'-0" >I I> I Oka -C. 191 I NI Ir ! 12 ID 90 ! iks I Oka 191 I I II ! I I II 8 II - I i i i - FIX MOUNTED CURB SKYLIGHTS _ I I _- 1► :./ �11 X SCANN& 'date: GENERAL ELEVATION NOTES: 1. NOTE: ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. 2. NOTE: THE FIRST FLOOR SLAB ELEVATION (0'-0") OR (19.28' ABOVE SEA LEVEL) IS SET BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION OFFICE OF BEACHES AND COASTAL SYSTEMS. USING THE ESTABLISHED ELEVATION FOR THE LOWEST HORIZONTAL STRUCTURAL MEMBER OF STRUCTURES FOR THIS SITE WHICH IS FOUND BETWEEN THE DEP BEACONS OF R-49 AND R-52, AN ELEVATION OF GRATER THAN 17.5' ABOVE SEA LEVEL. CURRENTLY THE LOWEST STRUCTURAL MEMBER IS SET TO 17.615'. THE SLAB IS 1.5' ABOVE THAT MAKING THE TOP OF SLAB 19.28' ABOVE SEA LEVEL 3. NOTE: REFER TO SHEET A15 -A17 FOR WINDOW ELEVATIONS AND DETAILS _ROOF RIDGE _ 34'-2" (APPROX) STANDING SEAM METAL ROOF _TRUSS BEARING 22'-1 1/2" — --- DECORATIVE SLAT TRANSOME I i o- - C2 62 TOP OF FLOOR TRUSS - ----- ---- -- 12'-1 1/2- (t) /2" O COMPOSITE BALUSTER SYSTEM IM INIMMIMIMIMIM.101 '�. SEE MOULDING SHEET FOR CASING DETAILS REFER TO SOUTH ELEVATION FOR TYPICAL NOTES / 5 WOOD RISERS 0 -0 19.28 ABOVE SEA LEVEL) (SEE NOTE 2) -H II M M A7.2 NORTH ELEVATION SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: j!.. 1/m/m/m/l/m/n."01 lk I ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: exterior elevations EXTERIOR ELEVATIONS iks I Oka 191 I SCANN& 'date: GENERAL ELEVATION NOTES: 1. NOTE: ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. 2. NOTE: THE FIRST FLOOR SLAB ELEVATION (0'-0") OR (19.28' ABOVE SEA LEVEL) IS SET BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION OFFICE OF BEACHES AND COASTAL SYSTEMS. USING THE ESTABLISHED ELEVATION FOR THE LOWEST HORIZONTAL STRUCTURAL MEMBER OF STRUCTURES FOR THIS SITE WHICH IS FOUND BETWEEN THE DEP BEACONS OF R-49 AND R-52, AN ELEVATION OF GRATER THAN 17.5' ABOVE SEA LEVEL. CURRENTLY THE LOWEST STRUCTURAL MEMBER IS SET TO 17.615'. THE SLAB IS 1.5' ABOVE THAT MAKING THE TOP OF SLAB 19.28' ABOVE SEA LEVEL 3. NOTE: REFER TO SHEET A15 -A17 FOR WINDOW ELEVATIONS AND DETAILS _ROOF RIDGE _ 34'-2" (APPROX) STANDING SEAM METAL ROOF _TRUSS BEARING 22'-1 1/2" — --- DECORATIVE SLAT TRANSOME I i o- - C2 62 TOP OF FLOOR TRUSS - ----- ---- -- 12'-1 1/2- (t) /2" O COMPOSITE BALUSTER SYSTEM IM INIMMIMIMIMIM.101 '�. SEE MOULDING SHEET FOR CASING DETAILS REFER TO SOUTH ELEVATION FOR TYPICAL NOTES / 5 WOOD RISERS 0 -0 19.28 ABOVE SEA LEVEL) (SEE NOTE 2) -H II M M A7.2 NORTH ELEVATION SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: j!.. 1/m/m/m/l/m/n."01 lk I ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: exterior elevations EXTERIOR ELEVATIONS VVMr wI IG LATTICE PANEL I� I00 i IIS 11 - --J J„ DI l 711 Iw �w19 �� TPO MEMBRANE ON LOW SLOPE ROOF ROOF RIDGE TRUSS -BEARING 22'-1 1/2 - DECORATIVE /2" DECORATIVE SLAT TRANSOME ARTISAN HARDI LAP SIDING, SMOOTH FINISH ON MAIN HOUSE SEE MOULDING SHEET FOR COLUMN DETAILS TOP OF SLAB _ 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) 5 WOOD RISERS A6 WEST ELEVATION SCALE: 1/4" = i'-0" Vulvlr VJI IG LATTICE PANEL L vvuuu RISER �1( 4ate. V��� GENERAL ELEVATION NOTES: 1. NOTE: ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. 2. NOTE: THE FIRST FLOOR SLAB ELEVATION (0'-0") OR (19.28' ABOVE SEA LEVEL) IS SET BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION OFFICE OF BEACHES AND COASTAL SYSTEMS. USING THE ESTABLISHED ELEVA11ON FOR THE LOWEST HORIZONTAL STRUCTURAL MEMBER OF STRUCTURES FOR THIS SITE WHICH IS FOUND BETWEEN THE DEP BEACONS OF R-49 AND R-52, AN ELEVATION OF GRATER THAN 17.5' ABOVE SEA LEVEL. CURRENTLY THE LOWEST STRUCTURAL MEMBER IS SET TO 17.615'. THE SLAB IS 1.5' ABOVE THAT MAKING THE TOP OF SLAB 19.28' ABOVE SEA LEVEL 3. NOTE: REFER TO SHEET A15 -A17 FOR WINDOW ELEVA11ONS AND DETAILS TPO MEMBRANE ON LOW SLOPE ROOF (� 34'- RIDGE STANDING SEAM METAL ROOF INSTALL STANDARD, 3/8" THICK HARDI LAP SIDING, SMOOTH FINISH AND 3/4" x 5 1/2" CORNER BOARDS AT DORMERS PVC TRIM (SEE DETAILS ON MOULDING SHEETS) USS BEARING 22'-1 1/2" INSTALL STANDARD, 3/8" THICK HARDI LAP SIDING, SMOOTH FINISH AND 3/4" x 5 1/2" CORNER BOARDS AT DORMERS COMPOSITE RAILING SYSTEM COMPOSITE WOOD FINISH ON TOP OF WOOD DECK 1V TOp OF FLOOR TRUSS Y 12'-1 1/2" ARTISAN HARDI LAP SIDING, SMOOTH FINISH ON MAIN HOUSE HARDI 2 x 6 CORNER BOARDS TYP. THROUGHOUT ALUM. CLAD WOOD WINDOWS EQ. TO MARVIN "ULTIMATE" - TYP. '- OF SLAB 0 Y 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) TOP QF-aECK- 2'-0" r A� Z SOUTH ELEVATION SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: ifflrglF jAffiffix/1160A ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: exterior elevations EXTERIOR ELEVATIONS A6 i IIS 11 - --J J„ l 711 TPO MEMBRANE ON LOW SLOPE ROOF ROOF RIDGE TRUSS -BEARING 22'-1 1/2 - DECORATIVE /2" DECORATIVE SLAT TRANSOME ARTISAN HARDI LAP SIDING, SMOOTH FINISH ON MAIN HOUSE SEE MOULDING SHEET FOR COLUMN DETAILS TOP OF SLAB _ 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) 5 WOOD RISERS A6 WEST ELEVATION SCALE: 1/4" = i'-0" Vulvlr VJI IG LATTICE PANEL L vvuuu RISER �1( 4ate. V��� GENERAL ELEVATION NOTES: 1. NOTE: ALL GLAZING NORTH, SOUTH, AND EAST SIDES OF THE RESIDENCE SHALL BE TINTED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM OR SCREENS. 2. NOTE: THE FIRST FLOOR SLAB ELEVATION (0'-0") OR (19.28' ABOVE SEA LEVEL) IS SET BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION OFFICE OF BEACHES AND COASTAL SYSTEMS. USING THE ESTABLISHED ELEVA11ON FOR THE LOWEST HORIZONTAL STRUCTURAL MEMBER OF STRUCTURES FOR THIS SITE WHICH IS FOUND BETWEEN THE DEP BEACONS OF R-49 AND R-52, AN ELEVATION OF GRATER THAN 17.5' ABOVE SEA LEVEL. CURRENTLY THE LOWEST STRUCTURAL MEMBER IS SET TO 17.615'. THE SLAB IS 1.5' ABOVE THAT MAKING THE TOP OF SLAB 19.28' ABOVE SEA LEVEL 3. NOTE: REFER TO SHEET A15 -A17 FOR WINDOW ELEVA11ONS AND DETAILS TPO MEMBRANE ON LOW SLOPE ROOF (� 34'- RIDGE STANDING SEAM METAL ROOF INSTALL STANDARD, 3/8" THICK HARDI LAP SIDING, SMOOTH FINISH AND 3/4" x 5 1/2" CORNER BOARDS AT DORMERS PVC TRIM (SEE DETAILS ON MOULDING SHEETS) USS BEARING 22'-1 1/2" INSTALL STANDARD, 3/8" THICK HARDI LAP SIDING, SMOOTH FINISH AND 3/4" x 5 1/2" CORNER BOARDS AT DORMERS COMPOSITE RAILING SYSTEM COMPOSITE WOOD FINISH ON TOP OF WOOD DECK 1V TOp OF FLOOR TRUSS Y 12'-1 1/2" ARTISAN HARDI LAP SIDING, SMOOTH FINISH ON MAIN HOUSE HARDI 2 x 6 CORNER BOARDS TYP. THROUGHOUT ALUM. CLAD WOOD WINDOWS EQ. TO MARVIN "ULTIMATE" - TYP. '- OF SLAB 0 Y 0'-0" (19.28' ABOVE SEA LEVEL) (SEE NOTE 2) TOP QF-aECK- 2'-0" r A� Z SOUTH ELEVATION SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: ifflrglF jAffiffix/1160A ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: exterior elevations EXTERIOR ELEVATIONS A6 5/8" GWB AT BOTTOM OF ROOF TRUSSES & LIGHT SHAFT 8:12 HIP ROOF DORMERS (SEE DORMER DETAIL P.T. 2x6 WOOD CURB FASTEN WITH SCREWS PROVIDED WITH SKYLIGHT STEP FLASHING PLYWOOD SHEATHING STANDING SEAM METAL ROOF SYSTEM LO It -30 ICYNENE INSULATION, TYP. SKYLIGHT CURB DETAIL A5.7 SCALE: 3" = 1'-0" FIXED CURB MOUNTED (FCM) SKYLIGHT BY VELUX 46" x 46 " R-30 ICYNENE INSULATION, TYP. CURB FASTEN WITH SCREWS PROVIDED WITH SKYLIGHT W/ NEOPRENE WASHER /LAP MOISTURE BARRIER OVER MEMBRANE BELOW CLOSURE TRIM / PLYWD SHEATHING PAC CLAD METAL PANEL ROOF SYSTEM MOISTURE BARRIER A r z SKYLIGHT DETAIL 3/4" TURN—UP SEALANT "Z" RETAINER STRIP 5/8" PLYWOOD DECKIN PA -101 RIDGE/HIP FLASHING POP RIVET AS REQUIRED TO FLUSH THE LAP OF THE RIDGE/HIP FLASHING SEALANT AT VERTICAL LEG OF "Z" CLOSURE "Z" CLOSURE SEALANT AT VERTICAL LEG & UNDER "Z" CLOSURE 5/8" PLYWOOD DECKING A5. S METAL ROOF RIDGE DETAIL SCALE: 3" = 1'-0" ICE do WATER SHIELD MINIMUM CLEARANCE FROM PANEL ENDS TO VALLEY DIVERTER IS 6" MINIMUM EACH SIDE OF VALLEY. MAY REQUIRE MORE CLEARANCE ON LONGER VALLEY RUNS METAL ROOF VAI_I EY DFTAll LILT MtMUKANt JDERLAYMENT SNAP—CLAD PANEL R-30 ICYNENE INSULATION, TYP. AS .3 FLAT ROOF DETAIL SCALE: 3" = F-0" SNAP—CLAD PANEL 5/8" PLYWOOD SHEATYING FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER EAVE FLASHING (ALLOW FOR THERMAL EXPANSION/CONTRACTION DEPENDING ON TEMPERATURE AT TIME OF INSTALLATION) PA -126 EAVE FLASHING PA -5 KEEPER 1 x 3 HARDI TRIM 1 x 6 HARDI TRIM 1 x SPECTIS TRIM .. .- RnnF FA\/F nFTAII BELOW AT 4:12 SLOPE Iwvr Iwtivlcslvuvt Iw i t�. TYPICAL. 1. SHEET METAL FLASHINGS ON THE ROOF SHALL BE 20 GA/� ROOF PLAN STAINLESS STEEL. A SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: Aff %". ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS 2 DATE: 2. 14.2014 File: roof plan ROOF PLAN AND DETAILS PAINTED COMPOSITE SOFFIT -_ RECESSED, STEP LIGHT - - - - - - - - - - - - A9.3 -- /�I Li A80------------- ,r 17 ----�- 10'-0 I I -. I. I I 10'-0 I I A10.1 -------------- A i Al � F TRAY CEILING LEGEND: ® WATERPROOF SHOWERLIGHT 10'-0 LED RECESSED ART LIGHT CEILING FAN COO LED ADJUSTABLE ART LIGHT 1" UNDER CABINET LIGHT, CONCEALED IN WOOD TRIM ON COFFERED BEAMS I CABINETRY CHANDELIER (OWNER PROVIDED) 0 RECESSED DOWNLIGHT —0- 10-0 0 RECESSED PEN LIGHT - ALLOWANCE OF • $75 PER FIXTURE PENDANT ------ LED STRIP LIGHT ® EXHAUSTLIGHT, FAN AND LIGHT SWITCHED - COVE MOULDING A (FM8833) SEPARATELY - - COVE MOULDING B (FM8812) H WALL SCONCE --------- COVE MOULDING C (FM8809) CROWN MOULDING A (MD 1085) A WALL MOUNT CYLINDER DOWN LIGHT WITH BAFFLES B INTERIOR WALL SCONCE, ALLOWANCE OF 175$ A FIXTURE Y� SURFACE MOUNTED LIGHT FIXTURE jam-( ALLOWANCE OF $75 PER FIXTURE I> fV _ Q < 0 I TYPICAL METHOD FOR SPACING SKYLIGHT Cpl I LIGHT I� -' I I00 FIXTURES UNLESS NOTED CENTERED BETWEEN Q I� I IV I OTHERWISE EAST AND WEST I I WALLS 7'_p" I I 1 I I O 47N,===T- I _ --A14 - - RO M - _- - _ - - 1 -0" o -- -- /�I Li A80------------- ,r 17 ----�- 10'-0 I I -. I. I I 10'-0 I I A10.1 -------------- A i Al � F TRAY 0 10'-0 WOOD TRIM ON COFFERED BEAMS I —0- 10-0 0 1/2" GWB STEP ----,- IN CEILING, TYP. 10'-0 C�7�_p 0 0 I I I I 2'-0" I "InP. 9'-6" I I - - -- I I -- 1X --------I----- �-- 1X — TY S/KY11GHT I I I I 8.-p" VARIE I / I I F I �% I �M —�— I;__1F- I— COORDINATE - 0 0 PAINTED --,\1 COMPOSITE HANGING 13ED r------------------- SLOPE VARIE 10 -0' SOFFIT HARDWARE: WITH UP �- 0 OWNER O I I I I I I I -_ - I - I I L ____ I L�! - F - 1 -0- " 5'-5 1 2 HEADER BESSLER (OR EQUAL) EQ. EQ. ATTIC LADDER CON DOORWAY 12" 12 EQ. EQ. EQ. EQ. 10'-0 I T _4I I r--- ---- - --- II I ------ - -- ---- - - - ----- 2'-4" l I iF r- -- o B 10'-0 I 1 N I I I I I I I I 1 I 1 1 - C L -_ --- J i s' 0" 18'-6" 1 1 10'-0 I I 1 1 I I I i i 1 it I 1 1 I L____ __J i i I COORDINATE / I 1 9.-6" 1 HEADER 11'-6 - - - - - CERAMIC TILE HANGING BED 0 1 I —I - ® ---� L--- J HARDWARE WITH 1 CEILING TYP IN L_________ OWNER A VARIE r ALL SHOWERS �f °` SLOPE -3 - I N I WOOD I 1x3 • LT_ -- 1 HEADER /� VARIE I HEADER I -� - ® I SKYLIGHT 1 _- L[L L ❑---- — ' —-il - - - 1 11 -- - - - - - - - - OI - O 17 NOTE- ALL INTERIOR CEILINGS SHALL BE 5/8" �1 GWB WITH LEVEL 4 SMOOTH FINISH U.N.O. QI I NOTE: FLOOR PLAN, ATTIC PLAN AND ROOF FRAMING PLANS HAVE BEEN COORDINATED TO ALIGN ATTIC LADDER TO ALIGN WITH CENTERLINE OF DOOR. VERIFY NI DOOR LOCATION IN FIELD �I I GENERAL CEILING NOTES: 1. ALL LIGHTING FIXTURES SHALL BE DIMMABLE - COORDINATE SWITCH LOCATION WITH THE OWNER 2. DESIGN OF THE LIGHTING SYSTEM SHALL BE BY THE GENERAL CONTRACTOR'S LICENSED ELECTRICAL SUB -CONTRACTOR. ALL SUBMITTALS REQUIRED FOR A PERMIT SHALL ALSO BE PREPARED AND FURNISHED BY A LICENSED ELECTRICAL ENGINEER. 3. LED LIGHTING SHALL BE USED THROUGHOUT ALL LOCATIONS, U.N.O. 4. FOR MOULDING PROFILES SEE MOULDING SHEET. 5. THERE WILL BE NO CROWN MOULDING WHERE NOT NOTED 6. CEILING HEIGHTS ARE MEASURED FROM TOP OF FLOOR TRUSS 7. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA AND ON EACH ADDITIONAL STORY OF THE DWELLING AND HABITABLE ATTICS. 8. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH PROVISIONS OF NFPA 72. 9. INSTALL AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES USING ONE OF THE OPTIONS BELOW: A HARD -WIRED OR BATTERY POWERED CARBON MONOXIDE ALARM A HARD -WIRED OR BATTERY POWERED COMBINATION /� A9.3 RECESSED STEP LIGHT — ----- A8-.-3 NORTH SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = F-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: M j ARCHITECTURE LanE Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS ti DATE: 2. 14.2014 File: FIRST FLOOR PLAN SECOND FLOOR PLAN CEILING LEGEND: CEILING FAN CHANDELIER (OWNER PROVIDED) PENDANT ® EXHAUSTLIGHT, FAN AND LIGHT SWITCHED (O SEPARATELY H WALL SCONCE A WALL MOUNT CYLINDER DOWN LIGHT WITH BAFFLES Q B INTERIOR WALL SCONCE, ALLOWANCE OF 175$ A FIXTURE • SURFACE MOUNTED LIGHT FIXTURE – – – – ALLOWANCE OF $75 PER FIXTURE ® WATERPROOF SHOWERLIGHT ^I fVl TYPICAL METHOD 00 C3� � FOR SPACING LIGHT Q (1100 FXTURS UNLESS QI QI IN � NIOTED EOTI I- I� I IN THIS R FSEE OR GED CEILING PLAN AREA ON A18 i O LED RECESSED ART LIGHT (O LED ADJUSTABLE ART LIGHT UNDER CABINET LIGHT, CONCEALED IN CABINETRY Q RECESSED DOWNLIGHT RECESSED PEN LIGHT - ALLOWANCE OF • $75 PER FIXTURE – – – – LED STRIP LIGHT - COVE MOULDING A (FM8833) - - COVE MOULDING B (FM8812) --------- COVE MOULDING C (FM8809) CROWN MOULDING A (MD 1085) PAINTED COMPOSITE OF SOFFIT - - - PORCH - " ^ ^ OF ^ xOF ; ROOM PORCH O I O `° -- --- — 9'_g ; 9'-0" I I O• O• � �i I I • • I I -- -- O 1X ix OF --- --- --- ---- I I I _ I I R( M I 1 I IL----- I I I OF 8'-0" 8 -0" ROOM 1 10-0 �EADER I /��--------- — — -- �J � 2'_6" HEADER SEE SECOND FLOORI TT I 1 I 2'-5" 2" EQ. REFLECTED CEILING I I1 PLAN FOR LIGHTING IN FOYER II 8'-6" A I I1 -- -- -- -- I O O I I 1/2" GWB STEP " IN CEILING, TYP. A8.3 — — — — — — — OF — — — — HEADER 1/2 GWB STEP 1 2„ IN CEILING, TYP. ---- PORCH - —0- _ ��- 12 BAY EADER 10'-0 i x I 0 ARCHED I Q i� HEADER _ I ......... 14—v ' v Ce -0- A [— - - I - - i - - — - - —- - - - - - - - - - - _ _ 1 I I I — -- — -- ___ `t' 10'-0 I 3'-6" 3'-6" I I 1 1 � 1 � OF i 1 I I i i t 8� g" i i 8'-6" i ROOM O `� O 1 " 8 -o I-----� -- 2'-6" HEADER I I -- A10.1 -------- --__-- 1 ---- CERAMIC TILE O O CEILING TYP IN g' -p" HEADER 2'-6" 10'_0 ALL SHOWERS I 9'-0" I g' p" O �OF O Q I O I ROOM COOK TOP HOOD O 1 1/2" GWB STEP I 1 EQ. EQ. I IN CEILING, TYP. A11.3 I SOF O -- O I - — - ROOM HL L 1 11 71 1 q OF UPPER CABINETS WINDOWS I L BE WITH UNDER CABINET NOTE: ALL LEVEL 4 SMOIOTH FINISH LINGS LU.N.O. LIGHTING THROUGHOUT fV O� Q GENERAL CEILING NOTES: 1. ALL LIGHTING FIXTURES SHALL BE DIMMABLE - COORDINATE SWITCH LOCATION WITH THE OWNER 2. DESIGN OF THE LIGHTING SYSTEM SHALL BE BY THE GENERAL CONTRACTOR'S LICENSED ELECTRICAL SUB -CONTRACTOR. ALL SUBMITTALS REQUIRED FOR A PERMIT SHALL ALSO BE PREPARED AND FURNISHED BY A LICENSED ELECTRICAL ENGINEER. 3. LED LIGHTING SHALL BE USED THROUGHOUT ALL LOCATIONS, U.N.O. 4. FOR MOULDING PROFILES SEE MOULDING SHEET. 5. THERE WILL BE NO CROWN MOULDING WHERE NOT NOTED 6. CEILING HEIGHTS ARE MEASURED FROM TOP OF FLOOR TRUSS I I - CE OF TRAY – — — i — �4l�LIEIL COMPOSITE EQ. 184 EQ. 12',2'-5" SOFFIT 1 O I O I OI O I , I I - F ROOM AAA9.3 A8.3 10'-0 O 1 O Al2.2 10' 0 1 -- ----_---- ----- A10.1 q OF CIRCLE 10'-0 - I O iV I - Gr; QI 7. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA AND ON EACH ADDITIONAL STORY OF THE DWELLING AND HABITABLE ATTICS. 8. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH PROVISIONS OF NFPA 72. 9. INSTALL AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES USING ONE OF THE OPTIONS BELOW: A HARD -WIRED OR BATTERY POWERED CARBON MONOXIDE ALARM A HARD -WIRED OR BATTERY POWERED COMBINATION NORTH FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: j Ay, 111s. ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: FIRST FLOOR PLAN FIRST FLOOR REFLECTED CEILING PLAN A 3 A20.02 FOR DIMENSIONS I--� OF BAY WINDOW SEE N _ — — — — — — — — `-1 1--' ENLARGED MASTER 0�IfV SUITE PLANS A21 5'-6" < 1) 68'-8" K � � I I I 15' 47'-5 1/2" 8'-6 1/2" 1/2" 3' 13'-7" 1 3'-I Q MI 4'-5" EQ EQ CZ 1 C2 J I A21.02 J O I " WOOD POST�', --- --- I I i - --- ---- - --- --- W/ COMPOSITE I I I WRAP 12" X 12", B2 -_IIL M TYP. IPE DECKING I I I I ❑ _ I I ---- I - I CE OF A9.3 COMPOSITE + ROOM RAILING AILING SYSTEM IBz SEE ENLARGED STAIR PLAN AND DETAILS ON A14 GUEST I I BEDROOM 2 i_T I I 201 I STAIR RAILING r II ❑ I TO BE SELECTED 4 1 BY OWNER _ _ — — — • --- SLOPE PATI0- — PER FT.1 ------ DOWN I 21 RISERS M A8.3 a t-� ® 6 7/8 " I I N HALLWAY CID I - _ -202- - M - - B2 j j ALIGN U) I I DOORS LU U CiLU I s cV a II = El— o----------� AlA14. 1 s CLO$ T LU �I 4" OPENING q 20 - 777 - 1 I B> BEDROOM 1 A 10. 1— 203 f — — — — ----------fi— ------ ❑ SPACE BETWEEN �ATHRC)O GUEST 1 COLUMN TRIM SHALL BE EQUAL IN ALL ~ SOS BAYS, TYP. '`' ' - - WINDOW B2 - A> I - to Al 1.3" w j III I T -11q) II 4'-4" 9'-7 1/2- 3-10 1/2" M N 2'-0 3/4 5'-6" 'i '-2 1/4"� OF I -------- - 1 K' q� ROOM I i ABOVE I - _ I lq I ISOKERN VENTLESS \\ VF -36 FIREPLACE BATHROOM I I WITH WOOD SURROUND COORDINATE WITH 1 � 210 I I MASTERI OWNER'S INTERIOR CLOSET j DESIGNER LO Ll j j L ') STONE HEARTH NCO 5'-8"N 5'-10" 6" WOOD POST W/ M COMPOSITE WRAP 12" N X 12", TYP. i COMPOSITE RAILING i ca I i--CE.DAR- 4 OWNER SELECTED CLOSETI MASTER CLOSET I j ORGANIZATIONAL SYSTEM / BEDROOM A M I 216 00 co a, 1,,.O — — — — — cv CEDAR CLOSET ,� I 3'- 3'-8" — — —\ — — —��—�- r - �- ORGANIZATIONAL FIELD VERIFY N - 5' ------- -------------- SYSTEM PER ATTIC LADDER _ A> 4" `D A8.3 " LAUNDRY — M ROOM x V ST, ULE — — — — — — — — — — — — — — B SLOPE PATIO _ I cn M CENTERLINE q 208 N _-- 21 ( 3'-4" 11'-11" I 1/4" PER FT. ® a OF HOUSE 2'-5" I U v' LI E CLOSET HA GER ROD - - N o� CO NTERTOP q I QZD 2 6 Uj ---- 1� BE OVA j O I O M I ---J --�J W w M x a ET N I SHOWER 13 '� � MASTER —� I -------- I---- � — A10.1 218 - J o N I BATHROOM – — — — — — — 4'-6" 8'-2" I I I 215 �� Uj D _ BESSLER AT 11C I 1 - I L ` LADDER (OR ���- I IPE I �EQUAL) ABOVEDECKIN GUEST I I I GUES BEDROOM 3 I SHOWER I i M BATHRO M 3 I 214 217 I I/ SKYLIGHT'Scol 207 <q I I I ABOVE _ -1 �/ I C° I J O J C2 - - --1 - 4'-4" - 711 3'-7" T \ 5-6 11/4" 1 V-8 3/4- 68'-8" QI A20.01 I I I I C2 ---- QI ----- -- A21.01(1100 -6" 3'-3" 8'-0" 6'-0" 3'-8 N FACE OF FRAMING 11'-8" GENERAL FLOOR PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF FRAMING . 2• ALL INTERIOR WALL FRAMING (NON-LOADBEARING) SHALL BE 2 x 4 STUDS AT 16" O.C. - SHEATHING SHALL BE 1/2" GYPSUM WALLBOARD. SHEATHING AT TOILETS, SHALL BE MOISTURE RESISTANT GWB. SHOWER WALLS AND CEILING SHALL BE CEMENTITIOUS BACKER BOARD. 3. NOT USED 4. ALL CLOSET SHELVING SHALL BE 3/4 " PLYWOOD WITH HARDWOOD EDGE AND STAINED FINISH MOUNTED ON WALL CLEATS AND SUPPORTED ON BRACKETS AT 36" O.C. SEE MOULDING SHEETS FOR SHELVING DETAIL 5. NOTE: COORDINATE SHELVING WITH OWNER NORTH SECOND FLOOR PLAN SCALE: 1/4" = F-0" WALL LEGEND LAP SIDING ON CMU WITH 2 x 4 WOOD STUD FURRING AT 16" O.C. W/ 1/2- G.W.B. 2 x 4 WOOD STUD FRAMING AT 16" O.C. W/ 1/2" G.W.B. - REFER TO STRUCT'L DWGS SHEAR WALL - SEE STRUCTURAL DRAWINGS M Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida Architecture by: Li•:: j ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS v, DATE: 2. 14.2014 File: FIRST FLOOR PLAN SECOND FLOOR PLAN A9.3 — — 1 n to 0 w A0 —� I M _ w a N Ci w J Q Uj w eoI Q w SPACE BETWEEN COLUMN TRIM SHALL BE EQUAL IN ALL BAYS, TYP. N -H TO FACE OF CMU BEYOND O SEE DETAIL i "A" ON THIS i• SHEET TO FACE OF CMU BEYOND SEE DETAIL "A" ON THIS SHEET _.-- COMPOSITE RAILING SYSTEM 5'-6" I WOOD RISERS AND TREADS WITH 68'-8" NICOMPO Il RAILING eoI Q 17'-4 3/4" o� QI iv 7'- 3 1/4' '- 1 2" I—, NJ --- 13'-5" A19.01 D WN ---------------- _ — -- IF T-- — L E f i A I /4 I PER Fi. I I J I I I _ I DIA I SHED LINE DICATIVE OF P L IfI AISED PANEL BATH EQ. INSCOT PWDER ; 1AT -18' 10" iH B IPE I i 104 I WINE I BAR ❑ DECKING I I l i I i COOLER 110 _!!P i I I i BY OWN R 1 PREP SINK r SLOPE A O 9'-3 1/2" 4'_0" 1 1 '-5 1/2" i DISH WASHER �r i FAMIL ROOM 1/4" PER FT. R FT i SEE ENLARGED I L— ----- -J 1; WALL CABINETS AR COUNTER WITH LOWER COUNTERTOP 11 ii STAIR PLAN AND DETAILS ON A15 j r A - i W/ COUNTERTOP I BELOW = BELOW M l i "'A I ❑ C, ell C OSET \ i FORMAL FOYER i _ ❑ - 103 -------------------- o DOWN 5 RISERS -------- " 1 1'-7" V-3" GALLERY -- M N EQ. EQ. 105 - - 4,-8„ 30_7„ 1'-8" 6'-5" \ co 1 N SEE NOTE I DASHED LINE ;� INDICATIVE OF AR COUNTER WITH LOWER COUNTERTOP = 6 1 B L- O - - RAISED PANEL �M WAINSCOT a — — — — — — — ------- -------- --� - ----- ---- A A14.01 --- 1------'� —o Ac �, — — — — — N � CLOSE I o 1 � A\ 108 `� _CLO T ----- M _ KI HEN SLOPE PATIO O LO N n\c I 1"1 PREP SINK 1 12 1/4" PER FT. IPE _ DECKING, \6" WOOD POST W/ COMPOSITE WRAP 12" X 12", TYP. FUTURE PROPE FENCE / WALL GAMEROOM BEDROOM 102 cl 4'-4" 9'-7 1/2" � OF I I REFRIGERATOR PANTRY I - -- I II WALL CABINETS SEE NOTE W/ COUNTERTOP BATHPOO I 5 BELOW - A 1 7 0 —� D- O o I cl A19.02/__ 6'-3 3/4" I �— 6'-1" 7'-10 1/2" 5'-10 1/2" BAY WINDOW ABOVE, TYP. Q POST ai N FACE OF CMU WALL OF POST A PLAN DETAIL SCALE: 1/2" = F-0" FLOOR PLAN NOTES: 6'-7 3/4" 112'-0 1/2- I= — IIV 2 RISERS UP 3'-2 11 " STONE EQ 1 HEARTH<,,E 1'-7" 4'-5 3/4" S-10 WOOD FIF PLACE ISOKERN VENTLESS SURROUN WOOD2SURROU D FIREPLACE WOORDINATEWITIiI ABOVE DETAILING WITH OWNER INTERIOR DESIGNER. — — — — — LIVING ROOM 1 4 I I ENLARGED KITCHEN /PLAN ON SHEET — — — — A22 El to i I I o DINING ROOM OVENS UNDER COUNTER I ( - \ I 1. ALL DIMENSIONS ARE TO FACE OF FRAMING (U.N.O.) 2• ALL INTERIOR WALL FRAMING (NON-LOADBEARING) SHALL BE 2 x 4 STUDS AT 16" O.C. - SHEATHING SHALL BE 1/2" GYPSUM WALLBOARD. SHEATHING AT TOILETS, SHALL BE MOISTURE RESISTANT GWB. SHOWER WALLS AND CEILING SHALL BE CEMENTITIOUS BACKER BOARD. 3. NOT USED 4. ALL CLOSET SHELVING SHALL BE 3/4 " PLYWOOD WITH HARDWOOD EDGE AND STAINED FINISH MOUNTED ON WALL CLEATS AND SUPPORTED ON BRACKETS AT 36" O.C. SEE MOULDING SHEETS FOR SHELVING DETAIL 5. NOTE: COORDINATE SHELVING WITH OWNER 6. NOTE: COORDINATE DOOR A108 LOCATION WITH HVAC CONTRACTOR. WALL LEGEND 4" 5-0 1/2" 2 RISERS— UP y LAP SIDING ON CAST CONCRETE WITH 2 x 4 WOOD STUD FURRING AT 16" O.C. W/ 1/2" G.W.B. 2 x 4 WOOD STUD FRAMING AT 16" O.C. W/ 1/2" G.W.B. EACH SIDE FUTURE PROPERTY FENCE / WALL IPE WOOD DECKING ON PATIO 5'-i n" VI. FALSE COLUMN N � I I = IN I d w w a w k - - L I = � d w I - - n '4„ DOWN o Ujw `A w a_ N C3 w d 1 w w LU G 11 SLOPE WOOD STEPS ^"' I 1/4" PER FT. ----*A 12.2 Uj CY w I SPACE BETWEEN COLUMN TRIM SHALL BE EQUAL IN ALL u' a G 1 I BAYS, TYP. w — - - _ L I d Uj ALSF COLUMN j IPE WOOD DECKING j I ON PATIO N ! !III 9'-0" NORTH FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" Gooden Residence at 227 Beach Avenue Atlantic Beach,Florida SCAjV Architecture by: at ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 904.355.9020 J. Lane, Reg. No. AR 12715 9'-6" WATER FEATURE TO BE PERMITTED AT LATER TIME - - - TA9.3 A8.3 i� IPE WOOD DECKING ON PATIO SHALL BE PERMITTED AT LATER TIME <` A10.1 WATER FEATURE Ijl CENTERLINE OF HOUSE PERGOLA AND FIREPLACE F —1 TO BE PERMITTED AT LATER TIME J Structural Engineering: McVeigh & Mangum Engineering, Inc. 9133 R. G. Skinner Parkway Jacksonville, Florida 32256 904.483.5200 EB 6330 Engineer of Record Carrington McVeigh, PE# 30692 REVISIONS DATE: 2. 14.2014 File: FIRST FLOOR PLAN FIRST FLOOR PLAN