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128-3 Seminole Road City of Atlantic 604Gh Building and WOO j 0 o CD 0 N Q L,J FOR f— Q z . Z Co Z Q uJ . o ry • m m IP - 100. 0' IP 01c� ( 7 5 B . L . UTILITY COURT W wI ® ® cn 0 < u I � 0 LLJ Q 0 0 w W ry 0 0I WLnQ �- 0 _ I 0 Q02 STRY FRAME RE In >OQ �N 0 Ln Q � ji W ICONC. DRIVE 7 . 5 ' B L . R Cflrk IP 100. 0 IP • .. o LOT 604 SECTION N 0 . 1 SALTAIR AS RECORDED IN PLAT BOOK 10 , � PAGE 8 OF PU'BLI C RECORDS OF DUVAL C FLA . APPROVED j ^ .CITY OF ATLANTIC BEACH 0 ,,.�{{� BUILDING OFFICE F� `y 16 200 0 ' PLOT A N cmxprFPpTRLAaNTVIE � � p1pNNlNG&ZONING OFFICE U Cd Co 1 " = 10. 0' SHEET Meets SBC 1997 & SEC�'-. o - k s4, ",r f @.� 1 i'J _ 1 35'_0„ o Z 35,_0„ 7'--2" . 0 16'_0„ N 16'-0„ 11 -10" 1,0'--1" 51-11„ CD „ „ „ 4'-4" 5'—g" 5'-11 5,-9 6,_1 : W Q . O 0 PATIO sw lJ J sw sw — 2/3060 FIX N 6068 SL L DR co W/18 T ANS � �Q� `� GREATRM .P ` I I BELOW I �- m � Lsw sw I 5,_6„ 31_2» 7�_43 6068 SL GL DR Q �I I m RAILING GREATROOM N 2 STRY I MIR v 5 SH 0i co LOFT N 31 60" VAN Z I MASTER � - �`' 3 " N 'L°O� I SW ,� I iI L_ _ - - - - 2ND FLOOR LINE SUITE I 2068 POC -- � - - - - - - - g' CEIL. NL DINING , _ I- _ 0 1c ,1 5'-10" I �,_2„ I ' 8,_8„ 3 _ 0 3 -4 6 _2 00 N MO M I in I I _ 1 `D 40 PASS THRU °�� ro LO co 00 ~� 0 3 0 ,�° I I to = 9' CEIL. cn N z DN ^ I _ I I = CY 7jo MC ® ® BEDRM . #3 o — — — o PED SINK `� ¢ I o i� N 9' CEIL. O I I a I I I V) 0 _ _ I _ - o � �n � � s� TIC .- w I zv 0 N S & R o ( tic C� i Q ocy- b 0 = O y z\ � �I � � � ?o�� cn� N I � tic I O W to � 3 �� „ S & R KIT. ” o S & R I 6'-4" 21-41 / 3 -6 9' CEIL. o N �p °° _ �G I� CK I I I U w LAU N. � �'� I 31 °� 86 0 I I O01 A C UNIT }- �- N I ' I I cn I M I M . 2 I V' I � 3 � o I � — —I V'I UP �° c=i> > v I 9' CEIL. S & R S & R N Q ❑ a OW — sw — I - - sw- - - C14BRKFST � 2/3050 SH 9' CEIL. 01 f=- �5 HVA/C Hw I � � �, / W/ELLIP TRANS � G J SW — -- . 01 sy �o� 4 CURB 14 3060 SH AL TH 8 off sw N Y o I I �j 5'-2" 6'-8" I � I N o GARAGE 1 8 CEIL 0 o �i 3 I � NOTES: N �'I 1 . ALL EXTERIOR WALLS OVER 3'0" IN N > I HALL BE SHEAR WALLS. o LENGTH S STRAP HEADER TO CRIPPLES W/1 SEMCO I 2. NAIL ALL SHEARWALLS © 6" - O.C. ON RTPGA836 STRAP ON EACH END SIMPSON PA51 EMB STRAP I EDGES AND 12 O. C. I N TER.W/ 8d COM. p NAIL W/15-16d COM. 3. ALL METAL CONNECTORS NOTED ARE — SEM CO OR EQUAL. _ NAIL TPP4 W/ 10- 8d COM . H 4 � a) — 3060 S . — - _I — - - - - - - - - - - 0 .� . sw I,_4,2'—0, 2'—2„2'—2„ ,_0, 1,_41 2'-4"12'-4" 9#-8" 9 —8 SHEARWALL LEGEND .� to 4-d " t' sw SHEARWALLS NAILED AT 6"O.C. ON EDGES AND --7Ol O C) „ lg,_4„ - — — — — - 000 C3 . 11 -0 41-81' 12" O.C. ON INTERMEDIATE SUPPORTS WITH . 8dt ' COMMON NAILS. - — SW-3 _ - SHEARWALLS NAILED AT 3"O.C. ON EDGES WITH ND -- O.C. ON INTERMEDIATE SUPPORTS S HE ET . 12 0.C PLAN I 1COMMON NAILS. FLO02NDsr 1 ST F PLAN � " 1050 S. F. A HEATED AREA . z _ 1 4 1 0 HEATED ARE ' 7 GARAGE AREA 461 S. F. BETWEEN OUTRIGGERS 2 X 4 .OUTRIGGER @ 48" O.C. O Z .0 2 X 4 BLOCKING © SHEATHING HURRICANE CLIP H 2.5 OR CV JOINT 4' FROM GABLE END EQUAL @ 48 O.C. 0 SIMPSON A35 2 X 4 BARGE RAFTER CONT. Q 7/16" STRUCTURAL ROOF SHEATHING w _----SHINGLE STRIP 0 I FASCIA 2 X 4 X RACE @ 8' O.C. 1 » TOP CHORD OFGABLE END MAX TRUSS DROP 3 1 /2" 2 X 4 SCABE CONT. TOP TO W BOTTOM CHORD © 8' FROM GABLE CONT. 2 X 4 SCAB FROM TOP TO BOTTOM CHORD @ X—BRACING (PROVIDE ADDITIONAL 2 X 4's AT VERTICAL IF HIGHER THAN 48"TO FORM AN 'L' SHAPE �- (3) 12d NAILS TYP. BRACING m 2 X 4 SCAB I RT. TOE NAIL TRUSS TO DOUBLE Z IS NOT PRESE PLATE W/16d COM. ® 8" O.C. Q BOTTOM CHORD OF GABLE 0 END TRUSS NO CEILING 2 2 X 4 TOP PLATE DIAPHRAGM REQ. CONT. 2 X 4 X 8' #2 „SYP ( ) LATERAL BRACE @ 48 O.C. 2 X 4 STUDS @ ,16" O.C. 2 X 4 BLOCKING @ 48" O.C. 15/32 PLYWD ON GABLE BETWEEN GABLE AND FIRST TRUSS FACE & ON WALL BELOW GABLE ENDWALL { h BALLOON FRAMING 1 11 - 01 1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES 12 12 6 �— 16 < 1 X 4 FRIEZE BD. 1 X 4 FRIEZE BD. 2ND FLOOR F.C. , 2ND FLOOR F.C. 18 0.H. 18 O.H. H 0 R Z S D NG HORZ. SIDING (� HORZ. SIDING _ HORZ. SIDING FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIX 2ND FLOOR F.F. 2ND FLOOR F.F. 1 X 4 FRIEZE BD. 1 . X 4 FRIEZE BD. 1ST FLOOR F.C. 1ST FLOOR F.C. O N 1 X 4 TR I M O r r 1ST c L� S FLOOR F.F. 1ST FLOOR F.F. _ 0 U 6068 SL GL DR 6068 SL GL DR 1 X 4 TRIM - D 1 X 4 TRIM CONC. ENTRY 1 X 4 TRIM N ._ CONC. PATIO > > 0 � O � � co REAR ELEVATION FRONT ELEVATION 1 /4 _ 1 ' _ o>> _ SHEET ' 1 /4)) - 1 -- Q 1 0 12 FIBERGLASS SHINGLES UN Q O _2ND FLOOR F.C. Qp 1 X 4 FRIEZE BD. \18 O.H. W FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2' HORZ. SIDING 2ND FLOOR F.F. m 1 ST FLOOR F.C. Z Q Q✓ 1 X 4 FRIEZE BD. 20 H 1 X 4 TRl 3050 /sH 1 ST FLOOR F.F. HORZ. SIDING 1 X 4 TRIM LEFT ELEVATION I 1 /4 1 FIBERGLASS SHINGLES 12 6 � YL 2ND FLOOR F.C. 18" O.H. ' FIBERGLASS SHINGLES 1 X 4 FRIEZE BD. HORZ. SIDING 3030 SH o 2ND FLOOR F.F. 1ST FLOOR F.C. O 1 X 4 FRIEZE BD. N 1 X 4 TRIM 1 X4TRIM O) r ) 1ST FLOOR F.F. _ _ 306 SH 0 •U N = HORZ. SIDING 1 X 4 TRIM , > 0 0 U RIGHT E 1 /4" 1 ' - 0" SHEET ; IT jj dry(�►�1�„ k`�� -rte,•ti �,� � `per.• �, nr , Q Z . N Q LLJ Q ol r 3 TO FLOODS O D z P('Fr O D T 3 O O < LJ J O m ELECTRICAL KEY TO FLOODS CEILING MOUNT FIX — — — — — — — 0 O O RECESSED FIX M TV SD � WALL MOUNTED FIX 0 FLOURESCENT FIX SD177 LLJ w SPOT LIGHT FIX CEILING FAN O O WIRE FOR FANS ONLY m - �, � 0 � O o ¢ m — — o DUPLEX RECEPTACLE Z\ qp 0� 220V RECEPTACLE @s WHEATHER PROOF RECEPTACLE Q Q FLOOR RECEPTACLE — WALL SWITCH o IICD 01AC0 I 3 WAY WALL SWITCH N UNIT S J o O O I � EXH FAN o LAMP a o ® A C �❑ ® HEATER alseewi. LAMP SMOKE DETECTOR HW � Q CHIMES ® BELL . B d TELEPHONE JACK £ -[] TELEVISION JACK I ELECTRICAL PANEL , o ELER ELECTRICAL METER METER C� A/C❑ A/C DISCONNECT DISCONN. GAR DR OPEN o . . N N o ELEC 1-i- �J METER m > o �- � o 000 o ; 7- FLOOR ELECTRIC IST FLOOR ELECTRICAL SHEET 1 /4 1 /4 = 1 r ,, O O," 16►_O„ W-10" 71-299 p 8" X 8„ THICKENED EDGE � T W/ 1 #5 CONT. Q In r Ld 0 1 4" CONC 1 Q SLAB PATIO 8 X 8 THICKENED EDGE - - - - - — =� — W/ 1 #5 CONT. �8 BLOCK OVER 0 CONC. FTG. W/2 #5 CONT. I I 4" CONC ( +� SLAB STRUCTURAL - NOTES I > 1 . ALL LAPS IN TOP PLATE SHALL BE A MINIMUM OF 4 AND NAILED 1 I �-- �— — — — -❑ 1 W/ 2-16 1d COM. NAILS. z � m co WALLS SHALL BE NAILED AT � 3" OR 61' � O.C. AS NOTED i 2. ALL SHEAR „ Cil i I I I ON ALL EDGES AND . 12 O. C-0 INTERMEDIATE W/ -, 8d COM. - (U . O.N . ) 4" CONC. SLAB N 6 X 6 I 1 BLOCK ALL UNSUPPORTED EDGES W/ 2 X 4 FLATWISE BLOCKING. W1 .4 X W1 .4 WWM OR 10/10 WWF OVER 6 MIL VAPOR I 1 SHEAR.WALLS SHALL BE 15/327 CDX OR 7/16 OSB. 1 I BARRIER & CLEAN, COMP FILL 1 I I I 1 I I oZ 3. ALL GABLE ENDS SHALL BE BALLOON FRAMING AND BRACED PER 3'—4'j j 1 12'-0" ( X o ATTACHED DETAIL. � ( � CD 4. DESIGN WIND LOADS BASED UPON SBCCI, STANDARD SSTD 1097 N � i N 1 ---w 1 w o WITH WIND SPEED OF 100 . M .P.H. (F. S. 553. 79 (15)) 1 N xo166 xo ( > -PED SIN 5. STRAP HEADER STUDS TO DOUBLE PLATE WITH TPP6/4 AT EACH 1 M. END OF HEADER AND NAIL WITH EIGHT(8)- 10d COM. NAILS (U .O.N. ) i ❑ I I W o � 12 ❑❑I I Ya- o o °° � 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE NAILED TOGETHER m 1 J m 1 o AT 6" O. C. W/16d STAGGERED. CLIP UNIT TO SHOE WITH ONE (1 ) w�, I ( �� Y 1 TPP6/4 CLIPS AND NAIL WITH EIGHT (8)- 10d COM. NAILS (U.O. N. ) om cD i3mY / 131-8p? 1 _'� I ( w � n OR COMPONENTS MUST WITHSTAND A 100 MPH Yo 1 I zN m X s THI K 7. ALL WINDOWS AND DO 1 z� LAB W/ 1 5 WIND LOAD. �� 1 I }- ❑ CONT. 1 8. ALL CONNECTORS ATE SEMCO OR EQUAL (U .O. N. ) 1 1 CONIC cn SLABI � ;� 1 I Q El — J 9. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING I I � aW I _ 1 I CAPACITY OF 2000 P.S.F. 1 #4 DIA @ _ EACH CORNER (TYP) 1 1 A/C "W i O �-- --� 8 X 12 THICKENED 4' CURB 1 1 I — — I ❑ — IEDGE W/ 1 #5 CONT. I I • 8" X 8" THICK SLABCON T.#5 I 1 1 . o I U ~� —H N 4'_4„ ,_0, 5'-0„ o� I � �� �I z _ STUD TABLE , o „ 1 w SLOPE FL 1 -4 1 0 1 U� o z STUD SPACING FOR EXT. LOAD-BEARING WALLS _ < 2 TO DR. N (� �tO O z 003.. i I Qm< CEILING NO. 2 SPF N0. 2 SYP NO. 1 STP N 1 X 1 I °°= °° - HEIGHT � No 2 X 4 2 X 6 2 X 4 2 X. 6 2. X 4 2 X 6 1 � i I „ > 1 Z: 9ft : 16 O.C. 24 O.C. 16 O.C. 24 O.C. 16 O.C. 24 O.C. 1 1 W 1Oft 12" O.C. 24" O.C. 12" O.C. 24" O.C. 16" O.C. 24" O.C. u 0 — — m lift N/A 16" O.C. N/A 16" O.C. N/A 24" O.C. . �-- 12ft oo N/A 16" O.C. N/A 16" O.C. N/A 24" O.C. -0j U aj C - - - - - - - - - - - - 13ft N/A 12" O.C. N/A 16" O.C. N/A 16" O.C. � •_ ' > 14ft N/A 12" O.C. N/A 12" O.C. N/A 16" O.C. 1 #4 BAR VERT @ EACH CORNER & / / DR. & WIN. OPEN W/ MIN. 12" 19'-491 .4-d O U BEND @ BOTTOM EMBED BAR 6" :. � � � INTO FTG. (TYP.) SH,EET ' . . FOUNDATION PLAN 1 /4 t ' 12 O O O 0 PATIO 18" O.H. W 2 X 6 WALL w o _ PATIO N °o 18" 0.H.V) W M co J � '�l•� v x Q � � � o ��° j_ �, 2 X 4 R TRUSSES o N �- d- m w � N z c0 co .-- x ®24' 0.C.co SLOPE SLOPE � N 12/6 } N 2ND FLOOR LINE 7: 12/6 N o 00 FIBERGLASS SHINGLES 3� J GIRDER TRUSS — cn c� J r 3 x z cn N w— Q` cn cn V) w SLOPE J ui :D _ cn p cn — � o o y%o 12/6 ® X v 'A c o — cn W n Q w N w - �F V)af p p o -f— RIDGE Q @) o x N ��Q [ATTICS m X `�'— LACCS� �` GIRDER TRUSS 77 SLOPE w q<<� a- 12/6 12 6 — — 2 X 4 R TRUSSES TF,Q _ 12" RAKE @24 0.C. SLOPE FIBERGLASS SHINGLES 12/6 w i w0 Q �PQ �P 12" R AK 8" O.H. cw z � .— w Q bi vly- � ca cn Q V) _ � z C/) SLOPE w o 0 w SLOPE J � co CL .- p 12 6 12/6 Z UQQ � z / _ p =p. c= V) o f - cn U 2 "X 4 R TRUSSES w CD CO Q wQ � z @2 O.C. of O = per w w N m m N Qry Q. y�� cn Q w _ o V) D (D 12" RAKE O •U 0 rZ v C) a0 C) 1ST FLOOR ROOF PLAN SHEET 1 /4 _ V - 0 1 /4 1 0 41 Aa . t 4" CONC. SLAB O O O Olta NAIL ALL 1 /2" CDX PLYWOOD, ROOF SHEATHING N '�' W/ 8D COMMON WIRE NAILS @6 O.C. EDGES AND w Q 7,, t . 6" O.C. FIELD. DECREASE SPACING TO 4" O.C. F- > EDGES AT GABLE ENDS. 2 X 4 TRUSSES © 24" Q ° ,. .a ° � _ O.C. TRUSS CO. .TO _ 0 TYPICAL TRUSS PROVIDE CLIPS FOR ,UPLIFT - / / ° . •. . //\/� VAPOR BARRIER SHINGLES a \ ,, ARCH. GRADE /�, NAIL 7/16" OSB OR 15/32" CDX ROOF SHEATHING AT 6" O.C. 2 #5 CONT. ON ALL SUPPORTS W/8d RING SHANK 16" 15# BUILDING PAPER SEMCO TPP4 CLIP @ 32" O.C. ARCH. GRADE SHINGLES W/8-1 Od NAILS `--� STEP SLAB SECTION 15# BUILDING PAPER 1 " = 1 '-0" R-30 INSULATION 1 X 2 NAILER SEMCO TPP4 CLIP © 32" O.C. j= 1 /2" CEIL. BD. W/8-10d NAILS 2 X 4 TRUSSES © 24" m METAL FLASHINGHURRICANE CLIP @ EACH TRUSS O.C.. TRUSS CO. TO z 2 X 6 VIN. FASCIA SEE TRUSS CONN. LIST nnnnnnn PROVIDE CLIPS FOR UPLIFT 2 X 4 LOOKOU S VARIE 2/2 X 4 #2 SYP TOP PL. R-30 INSULATION 3/8 VENTED SOFFI 1 X 2 NAILER 1/2" CEIL. BD. 3/4" RECESS FOR GAR DR. 1 X 4 FRIEZE BD. R- 1 1 INSULATION METAL FLASHING HURRICANE CLIP @ EACH TRUSS 4" CONC SLAB 2 X 6 VIN. FASCIA SEE TRUSS CONN. LIST 2 X 4 LOOKOUTS VARIES 2/2 X 4 #2 SYP TSP PL. - 5 1 /2" CONC. APRON ° a 2 X 4 PLATE 3/8 VENTED SOFFIT ° 1 /2" SUB FLOOR 1 X 4 FRIEZE BD. HORZ SIDING 3/4" FIN.FLOOR R-11 INSULATION VA OR BARRIER 7/16" OSB BOARD NAIL AS NOTED 1 /2" EXP. JOINT 8„ 1 #5 CONT. SIMPSON CS16 @ 32'' O.C. GARAGE _ AB SECTION 44" LONG MIN. NAIL W/ 4 TR S 11 10d COM IN EACH MEMBER o.c 2 X 4 STUDS © 16" O.C. 1 " - 1 '-O„ (SEE DETAIL) TYVEK FILM 1 /2" DRYWALL HORZ. SIDING AS PER ELEVATIONS TYVEK FILM DOUBLE TOP PL. SYP R-11 INSULATION P.T. 2 X 4 PL. W/ SEMCO TPP4 CLIP © 32" O.C. HORZ. SIDING 2 x 4 STUDS © 16" o.c. NAIL W/8-10d NAILS T & B AS PER ELEVATIONS SEMCO TPP4 CLIP ® 32" O.C. ,. W/8-10d NAILS 1 /2" X 7 KWIK BOLTS @ 32 O.C. 4" CONC. SLAB SEMCO TPP4 CLIP @ 32" O.C. R- 1 1 INSULATION 2" X 2" X 1 /8" WASHER W/8-10d NAILS ' NAIL BOTTOM OF SHEETING P.T. PL. Wl 1 /2" 10" „ a a a NAIL BOTTOM OFSHEETING2" X 2" X 1 /8" WASHER FOR INSECT CONTROL A.B. @ 32 O.C. AND WITHIN 6 FOR INSECT CONTROL OF CORNERS AND OPENINGS ° a P.T. PL. W/ 1 /2" X 10" 8" HEADER BL 4 CONC. S AB \/\ ° ° /\/\ A.B. ® 32 O.C. AND WITHIN 6" FILLED © A.B. \/\\/ 00 OPENINGS 1 5 CONT. IF OVER 3 COURSES ,�//�// .• • / / \/ 8 HEADER BL OF CORNERS A D # FILLED @ A.B. 6"l MIN. CLEAR. \ \ \ \ \ \ \\\\ \\\�� \\, \\\\\ 4 CONC. S AB \ \ \ \ \ \\ \\ \\ \\ \\ VAPOR BARRIER ��,/ / /. 16„ i, / 2 #5 CONT. 1 #5 CONT. IF OVER 3 COURSES OR 3 #4 CONT. I i° ° \\/\\/\\\\\\\\/ I o \\\\\\\\ \\` VAPOR BARRIER 6 MIN. CLEAR. \ \// // // // // \\\\\\/ \j 6 M I L POLY. �� \\ \\ \\ \\ \\ \\ \\ \ \\/\ VAPOR BARRIER // � / / // \//\//\/� 4" COMP. EARTH INTERIOR TSLAB 6 MIL POLY. \ \ \ \ \ \ \ \ \ \ \ 4 BAR VERT @ 48" O.C. ° 8" CONC. BL. „ \/\/ # „ ��� FILLED SOLID 1 //\\//\\// /\\ \//\\�� 4 COMP. EARTH W/ MIM. 12 BEND @ TOP N' // „ & BOTTOM EMBED BAR ° 10" X 20" CONC. FTG. 8 CONC. BL. 6 INTO FTG. AND AT ALL CORNERS > FILLED SOLID 2 #5 CONT. c ,? °. . 0, L #4 BAR VERT @ 48" O.C. • 10" X 20" CONC. FTG. � W/ MIM. 12" BEND @ TOP /I STORY S & BOTTOM EMBED BAR 2 #5 CONT. O U .. 4" CONC. SLAB 6" INTO FTG. AND AT ALL CORNERS _ 1 „= 1 ,-0„ = •> > �O 1 C) ID Co a \��\/ VAPOR BARRIER SECTION' 1 #5 CONT. 8 2 STORY THICKENED EDGE SECTION , "= 1 '-0" -SHEET ' i