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Linkside Court West 1159 (2) o 0 x �i a s .-1 N 0 10 1A 50,00' N08D 18' 001 Oa sa 10' BRL. i I rna r)1:_R)MIT REQUIRE�flf��s . a ' U I ti "All trees tit rernairi 1i1FOR ANI 1 no 17st be barricaded ��. �Zi>7o � zj 'a minimum of 5 It.from the trunk of each' a 0 I tree. Barriosdes must be installed BEFORE • I site clearing and remain in place during -- ALL phases of construction." W C)-, z Ja O LL1 oO i ° SITE ALAN ro \ oo +i p 1 o I r� Cq N o • for 4� - .; z I Oil 4. 0 LOT 31Cq aDr, 0 Z 'd I F. in O $4 �_ o ® I � di oY)I o. SELVA L I N < S I D E C—> a I •0 I ' 1 U QUNIT IAPPROVE© I CITY OF ATLANTIC BEACH m BUILDING OFFICE O' 5RL _ ._.._,_._..--..._.... _.. .. __..._ ._ n 1 F 0 UL tr) 11 12 "7 Q lit C7 � u cr1 50.00' N06D 18' 00"E g._0. io N DRAWN BY: APP NV1C��r MDO y Orr AT�2°NIty°o��I°� DESIGNED BY: • �' C1P`ANNIN�& fl U AT ,�� B 1g� SCAM: LINKSIDE COURT WEST ` ' J U L 17 X991 DSTa: 1�J 7/9/91 and Zoning JOB NO. Building 91154A U slur No. S1 of 1 4 10'4" 2'-4' 6'-O' 11'-6" 13'-6" 6'-e" 20'-8' 6'-8' 6'-10" •i i VENTED SHELVES Z RANGE Q REF 6'-0' SHADOWBOX FENCE � � z r e i F W O 6'0" ori [`�- -�T_ 1'--� N ' 2'8" ...j.._.._.. « Ul 11'0 X 1 1-' I I F i _��� � +..._t._f._� ..�t.l._r. _ . HW (2) 3050SH Fl d� ;C�;l' SINK VI ' LF..�..t��_ �++ I. .,. Y f ...E - BEDROOM _�, ! GARAGE o o �t �- z co r I Dw a 20'0" X 20'O" , r 12'0" X 14'4" U TIL' N LEDGE 0 42' A.F.F. co VINYL CARPET 2'-4" LIVING o (2) 3050sH CARPET co a _ O QLL O i I p _ _ IT DINING cA O 0 0 14'0" X 11'0" i �+� l _ .... �" o °' I O CARPET I d er �y I GLASS BLK. 8040 FIXED --,a-�;; �- -� • �--� ,an �. (o uj z GSL O master 2'°' � N I I covered MASTER 2'6" bath m U) porch SUITE 2,p" a w N 16'0" x 12'8" < a CARNET C7 91 CD O v L 8' POST VENTED SHELVES '- , `r' E , _.._ rn VJ 20505H 2O509H GLASS BLK. a 6'-4' 6'-0' 6'-2' 6'-2' Ak ^ ,--, �„J o 6'-6' 16'-6" 8'-8" 5'-10" 3'-O" 3'-O' to cv 70'-#' DRAWN HY: KEM & MDO DIMGNED BY: SCAI$: 1/4" • 1' - 0" F L o O R P L A N DATE: 7/8/91 JOB No, 1525 S . F . 91164 No. 1 F 0 A �a wNCO 00 CS Li Ll q4 O U a P -\Z W z 3 R E A R E L E V A T I O N o rn cq V 0 0 a FIBERGLASS SHINGLES - c� o cli 02 a METAL FLASHING OVER -±EE i El [DIDE101 El 1X2 NAILER ON 1X6 FASCIA06 FO n ED ED MM0 SMOOTH FINISH STUCCO 1X6 TRIM b ul RO N T E L V A T I O N DKEM BY: « DESIGNED BY: SCAI.B: 1/4' ■ 1, - O" DATE: 7/8/91 JOB NO. 91164 SHEET NO. . O A wN oD v N El 0) cri 6' SHADOW50X FENCELILI T CJ a O U . o a _L LH I C H T E L E V A T I Q N A QQ � z V 0 0 � N4 41 c� UD b o a o � U 1pll 0 7 � ro V L E F T E L E V A T I Q DRAWN BY: V KEM DESIGNED BY: SCALD: 1/4' a V - O' DATE: 7/8/91 JOH NO. 81164 �51 iD c C_ ''T - (i(/ sir xo. A 3 of 6 12 FIBERGLASS SHINGLES ON 6 15# FELT OVER 1/2" PLYWOOD SHEATHING ON ROOF TRUSSES @ 24" O.C. 12 V-4)) FIBERGLASS SHINGLES ON 6 � METAL HURRICANE CLIP � �` � R-30 INSULATION W 2" POSITIVE AIRSPACE 15# FELT OVER (1 @ EACH TRUSS) 1/2" PLYWOOD SHEATHING ON UNDER SHEATHING ROOF TRUSSES @ 24" O.C. 1'-4" GALV. METAL DRIP ON METAL HURRICANE CLIP R-30 INSULATION W/ P.T. 1"x2" NAILER OVER (1 @ EACH TRUSS) 2" POSITIVE AIRSPACE 2"x CEDAR FASCIA o UNDER SHEATHING (2) 2"x4" #2 TOP PLATE P.T. 1"x2" & 3/8" PLYWOOD �y GALV. METAL DRIP ON SOFFIT W/ 2" CONT. P.T. 1"x2" NAILER OVER SCREENED VENT 2"x CEDAR FASCIA 1/2" GYPSUM BOARD A (2) 2"x4" #2 TOP PLATE 1"x4" FRIEZE BOARD 3/8" PLYWOOD SOFFIT W/2" CONTINUOUS 'n SCREENED VENT CQ co -411/2" GYPSUM BOARD 1"x4" FRIEZE BOARD 0 D) SMOOTH FINISH STUCCO ON SMOOTH FINISH STUCCO ON METAL LATH ON SHEATHING METAL LATH ON SHEATHING o0 OR WOOD SIDING OVER "TYVEK" OR WOOD SIDING OVER "TYVEK" VAPOR BARRIER OVER00- VAPOR BARRIER OVER 2'x4 SPF STUDS @ 16" O.C. 2"x4" SPF STUDS @ 16" O.C. 134 TO 8'-0" PLATE HIEGHT, TO 8'-0" PLATE HIEGHT. R-11 BATT INSULATION 0 (SEE NOTES ON NEXT SHEET I (SEE NOTES ON NEXT SHEET U FOR PLATES ABOVE 8'-0") 00 FOR PLATES ABOVE 8'-0") V R-11 BATT INSULATION w � 2"x4„ P.T. BOTTOM PLATE W/ 1/2"x8" ANCHOR BOLT @ 6'0” O.C. W BASE MOULD Q0 2"x4" P.T. BOTTOM PLATE W/ 4" CONCRETE SLAB W/ f 8" C.M.U. HEADER BLOCK 1/2"x8" ANCHOR BOLT @ 6'0" O.C. GRADE FIBERMESH REINF, o L. BASE MOULD 12"x16" MONOLITHIC FOOTING 4" CONCRETE SLAB W/ 8„ C.M.U. FOUNDATION WALL CQ r _ W/ 2 #( s CONTINUOUS GRADE _ FIBERMESH REINF. `v 6 MIL VAPOR BARRIER OVER J� z d TREATED & COMPACTED FILLNp V 1 CV N Q) n 8"x16" CONCRETE FOOTING �• ' c ll o 6 MIL VAPOR BARRIER OVERW/ 2 #4's CONTINUOUS ' 00 0) TREATED & COMPACTED FILL - 1'_4" • I� r LO CQ m TYPICAL WALL SECTION TYPICAL WALL SECTION Q _o SCALE: 3/4" = 1 '--0' SCALE: 3/4" 1 '-0" Y) w cd BRICK VENEER W/ 1" AIRSPACE OVER r� BRICK VENEER W/ 1" AIRSPACE OVER 1/8" THERMOPLY SHEATHING a) ON 2' x4" SPF STUDS @ 16" O.C. o '' 1/8" THERMOPLY SHEATHING R-11 BATT INSULATION 70 8'-0' PLATE HIEGHT. c� b ON 2"x4" SPF STUDS @ 16" O.C. (SEE NOTES ON NEXT SHEET 0 TO 8'-0" PLATE HIEGHT. FOR PLATES ABOVE 8'-0") R-11 BATT INSULATION 1 (SEE NOTES ON NEXT SHEET +' FOR PLATES ABOVE 8'-0") 2"x4" P.T. BOTTOM PLATE W/ 1/2"x8" ANCHOR BOLT @ 6'0" O.C. * BASE MOULD 2"x4" P.T. BOTTOM PLATE W/ 4" CONCRETE SLAB W Q)1/2"x8" ' "ANCHOR BOLT @ 6pO.C: 8" C.M.U. HEADER BLOCK r .—: —. — . / -d GRADE FIBERMESH REINI`. F BASE MOULD 8" C.M.U. FOUNDATION WALL o 0 r,-) � 12"x16" MONOLITHIC FOOTING 4" CONCRETE SLAB W/ W/3 #4's CONTINUOUS GRADE FIBERMESH REINF. `y 6 MIL VAPOR BARRIER OVER ,n TREATED & COMPACTED FILL N 4" BRICK SILL ; ' DRAWN BY: 8"x20" CONCRETE FOOTING 00BJC 6 MIL VAPOR BARRIER OVER W/3 #4's CONTINUOUS DESIGNED BY: 1'-4" TREATED & COMPACTED FILL BJC T 16 SCALE: 3/4' - 1'-0' TYPICAL WALL SECTION DATE: TYPICAL WALL S E C TI O N 7/3/91 JOB N0. SCALE: 3/4" = 1 '----0" „ ,� 91164 SCALE: 3/4 = l '—O” '` � SHEET N0. N OTES STUD REQUIREMENTS FOR 2 SPF ( ALL TOP PLATES #2 YP OR #2 SPF ) 8' HIGH EXTERIOR WALLS (MIN 2x4--16" O.C.) o� rn * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS r"a * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS Ch 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) a 0 * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS U * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS p * 5---2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS v 10' HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) 4" CONCRETE SLAB W/ * 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS FIBERMESH REINF. * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) 0 I 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS �" ILH Z * 3--2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS 1'-4" 2 # "s CONTINUOUS �[ * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS C'J z Qo 12" HIGH EXTERIOR WALLS (MIN 2x6--16" O.C.) A fy o L Z * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS THICKENED SLAB I- * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS SCALE: 3/4"- 1 '-0" * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11';12',13',14' OPENINGS ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) a 1 (� l cc W CQ CQ o O • 1� r:za Co STUD REQUIREMENTS FOR ' EXTERIOR VAULTED WALL AREAS * DO NOT USE CABLE END TRUSSES Y) �� U y * SIZE & SPACING OF STUDS SHOULD BE DETERMINED * 1 #5-CONT. * BY SPECIES & GRADE % HEIGHT OF WALL * 4" CONCRETE SLAB W/ FIBERMESH REINF. o d * ALL STUDS IN EXTERIOR VAULTED WALLS 0 * MUST BE CONTINUOUS TO BOTTOM CHORD * �' � v * OF VAULTED TRUSS OR RAFTER MEMBER 8 6 MIL VAPOR BARRIER OVER � TREATED AND COMPACTED FILL a� 1x4 BRACES @ 48" O.C. 8' LO 0 4 CURB p .� SCALE: 3/4"=1 '-0" DRAWN BY: ST. DS COff-INUOUS TO BO OM BJC CHORD VAUL MEMBE DESIGNED BY: BJC SCALE: 3/4" • 1'-0" DATE: « 7/3/91 JOB NO. 91164 SKIM NO. NOT TO SCALE ����� /1,1<6 1,oLc- -7-- IA/ A4b of 6 z . o a , 4 0'-0' Ilk 18'-0' •• N p� dM il( i I I rn a H7 I i i ■ ■■ir ■ ■■ ■ ■ irr ■ �■ ■: N { o H7a ma III N,,, ■ ter ..-_. .. � ■ �. ■ � ■ imimme f; I l aso 12"x16' MONO FTG. am on MR _. -_- _-__'� GIRDER .l W/ 2-#4'a CONTW 1 I I L � n I I 0 ■n _ fcv C23 0 BRG. WALL p I TH W K 2ND DaSLAB I • o cq it • I 4' CURB , II HS i I i• I { { H� I I o f �i II ■ +� ■ mow ■ I ■ Isom ■ Mimi ■ a o i I li is o C;� ti OVER FRAME 40'-0" w W/ 2 X 6's R A M I N � �' L. A N � . Q U N A T I Q N L A N c DR YN BY: MDO DESIGNED BY: SCALE: 1/4" 1' - 0" DATE: /8/91 JOB NO. 91164 SI EW NO. O O O FLOOD �0� 42• a a IRRzG. O 42. LA 1 ❑ a�� WP 42- <1 Lr- — / 220V I r- I \ — ` ( 42* J \ ` N / I LI \ \ a < O �r \ LL _ cQ — F__q FLOOD x db f � Lr Lp 40 cQ0 I � d 0 a, oti —r: 4J b CQE- n DRAWN . 1 C A '` MDO . E! L.�• E V T I ♦ DE9TGNED BY: L P L A N SCALE: 1' - 0' DATE: 7/8/91 JOB No, 91164 SHEET No. E1 0! 6