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Linkside Court West 1116 o i i. 46 40 0 N .+ �/// •. � r + N.. 41 ♦ f r \ o LU z 3: IL • \ /y \\ x — r r . 40 1'AII trees to remain must be barricaded • \ r r 60'-2 ,/4. ■ _ a minimum cf 5 tt. fro^, tl e irur,k of each Cl) \ D. - tree. Barricaces rrruet to nsta;;ed BEFORE o S�� \\�� \ _ �► site clearing and rer^ain in place during t . ' ■ ALL phases of cansU-ucticn," n 1 r�� � VJ `� • do do 03 lb • Tree Removal Appro 6o • ■ �'0 a LOT . 37 a . 0 40 jvw 4b qp 0 od ►s w� • '" —1 y w � 1 P►P p��hT1C iGN SELVA LIN < SIDE- �,T t-01% , b UNIT I APPROVED SELVA LINKSIDE DRAWN BY: , ARCHITECTURAL REVIEW COMMITTEE BJC DATE: �/ ��j 7� DESIGNED BY: 4, r BJC F, ,... SCAM. rl ' DATE: 1 IR 1519929/19/21 JOB NO. � 00 and slum 2Building No. 51 Of 1 I M I a , 74'-O' 5'-4" 5'-4" 2'-8' 2'-4" 21'-6• 3020HS 4( 30505H - 0) , " r ENTED - 5H MG 21-0•X4' SKYLIGHT as I= ;o s 36'H. WALL �y ry0 I f 5'p" I W ' - ----------�----------- -. - ,.- _ _ � ivy � �~ O `� MASTERf�2 KT0• master k t BEDROOM 2zo ;W N SUITE bath a�-o• cLG. 1 Q CATHEDRAL W/ FLAT. TOP 2'0• 1'-1O 3'-6 Oy __—____:. ._ _— _- _—_—__ __ ____ i ; 2'0• MC AHU N{ `41i I iii f O G �. 2*6' GARAGEO , , 2'8' I 1 W 2 0" a'-O" CLG. N - in w VENTED 5H. MC t -� 00 _REF o SCREENEDclan N�E� --�-- fi PATIO I OPNG. -, - K:• .. klcr-1 SINK fVENTED 5HDINING r I EA,K A "� N = II I 0. PCKT I 30505H LEA r �-- r N 1I DW �--- � � 2,6, 2 cl QPNG. BEDROOM ' a'-O• CLO. � ' c!1 cry W FAMILY clo PATIO — — 10'-O" CLG. Q 3,°" W/ -. a SIDELIGHT rt 35' PRE-FAB 10 .�o c � I N U) FIREPLACE entr I `>, 0 o a - - C;6 . , 10'-4" 2'-6" 30'-2" T-O" 12' 12'-8' 10'-4" ti 32'-8" 8'_O• 23' o'-0" r� � in- : APPF�rJVED ci • SLVA LINKSIUE TTEE . . ARCHITECTURAL REVIEW COMMI SQUARE F � � . C E5jc/mDo DATE. . r C 1519 BJC ' CALS DECKS 10 � • 1/4" , , . r GARAGE 452 DA'i'�; - 9/19/91 TO TAL 2391 J NO. " r y T..' r c Lj r 83 NO. Al, of 6 w ._...._._ ... '.. .. ,• '- ._..,..,. ..... . i ... _...... .. ....... r... y.-.. _.. ..,.. ... -...._ .. .. ..W.._... . ..._w. ,.. .. .. _ ..e .max! ...r. w _ .. r .,..,Y .. .. .. n r a k. _ r t - _ _ , r i 5 , , 0 4' 'TRIM • - STUCCO - - 10' PLATE - ---- , STUCCO T a i w 8' PLATE anon FO ED ooa � OC11 E ❑ � FD 4' TRIM E10 [Ell0 " Nil FINISH PLR. Lj W F , , , R o N A T I o C\1N Cv :. � A C� � •gyp: O Cb Fz7 O LV O `-" p fd Cn G�7 LLL SCREENED PATIO AREA �" c� a APPROVED M SELVA LINKSME DRAWN BY: ARCHITECiUaZAI REVIEW COMMITTEE BJC/MDO DATE: -- 3_y' DZMGMW aY. BJC SCAM E - A R E V 'A T I , (D 9/1$/91 , J033 NO. , , � A2 0! 6 , r. p , �i ^ n. 4 , n Q � R ETIMI LLLLJI UJA o a r G H T E L E v A T r o N VIS N 5, 4—) , W fel C�6 t � � rn • V l � � 1 r—r a scRe Nei _ PATIO AR2A c� .. /. �7. a Na _ DRAWlrT 8Y: BJC/MDO _ D P AE3IGNED BY. APPROVED - • B JC SE.VA L[NK51Dw CALM ARCHITfCfURA. REVIEWCOMMITTEE 1/4. ti 41 1'_p• r DATEV A : �/� DATE: L E, FF T L EJOB NO. r 91179 • • A3 Of 6 / r 4� F. w , Y r • r Y e • yy1 12'-4•. 6" 12'-6 2'-4• 0"4'_p'2'-O' 2' 40 ' p r-^---__.----- ....._.- – -- J I 1 I rl v4 ' I i --------------- ---------- r------- I I U 1 $'X20" CONC. FTG. , a � I W/344.CONT, 1 f i 1 - �4' CONC. SLA5 W/ — i F15F-RMESH REINF. ON 6 MIL. I: VAPOR BARRIER OVER i TERMITE TREATED FILh f I I 1 o LLJ - I 1 $ I 1 I Q if Ii n 7 i 11 L all 11 O 1 1 24'X24' 5RG. PAD I W/244 CONT. m 1 1�_ I L----- I -- __–� ..- _ i I M in c{► � i I - � � � N I -d 1Co i p 1 I jil 0 w A � � ►� vi o . U N n A � I a N � P ', �. " . p L �,, N - , _ �. R 4, Q � . � C� A M I �� N G L �� N APt�' r�OVED RA SEL'�A LINKS�`E BJC/MD0 y . ARCHITECfURAL REVIEW COMMITTEE ' DE3iGNL►D BY: su . .. Bac ; L) E / AT SCALA: 1/8' 1'-O • y _ DATE: 914/,91 • JOB NO. 91179 SHM NO. A4 of 6 . , r i r , 1 SHINGLES ON , 15# 0 , � Fl6•ERGLASS t 2" PL • ;:: Ywooa HAirl:Itvc OVER , s ROOF rRussEs 0 240 O.C. �. , 12 FIBERGLASS SHINGLES ON METAL HURRICANE CLIP R� 3q � r 6 POSITIVE AIRSPACE 5 FEL 1 U - ] T OVER 0 EACH TR SS � � . . INSULATION W/ - 2" PLYWOOD SHEATHING ON - • a t ) 2 VE R5 / UNDER SHEATHING ° ROOF TRUSSES ® 24" O.C. { GALV- METAL. DRIP ON t • P.T. x NAILER OVER ` R-30 INSULATION W/ METAL HURRICANE CLIP .. , " x CEDAR FASCIA ✓` ( 2%4' TOP PLATE2. POSITIVE AIRSPACE(1 ® EACH TRUSS) UNDER SHEATHING P.T.P T 1" 2" & 3/8" PLYWOOD ✓ GALV. METAL DRIP ON SOFFIT W/ 2" CONT. �- P.T,. 1"x2" NAILER OVER SCREENED VENT,, 2"x CEDAR FASCIA1ARD ARD i (2) 2"x4" #2 TOP PLATE 1"x4" FRIEZE Bq Y /2 GYP5UM BO " 3/8 PLYWOOD SOFFIT W/2" CONTINUOUS .. cv n q# a SCREENED VENT ✓ 1/20, GYPSUM BOARD 1"x4' FRIEZE BOARD Co SMOOTH FINISH STUCCO ON ✓ SMOOTH FINISH STUCCO ON ✓ + s METAL LATH ON SHEATHING i METAL LATH ON SHEATHING OR WOOD SIDING OVER "TYVEK" OR WOOD SIDING OVER `TYVEK" VAPOR BARRIER OVER VAPOR BARRIER OVER 20X40 SPF STUDS ® 16" O.C. 2"x4" SPF STUDS ® 16" O.C. 7 R--11 BATT INSULATION O TO 8'-A" PLATE, HIEGHT, TO 8'-0" PLATE HIEGHT. U (SEE NOTES ON NEXT SHEET (SEE NOTES ON NEXT SHEET FOR PLATES ABOVE 8'.-O") `� Co FOR PLATES ABOVE 8'-0-)- R-11, --0 )R-11, BATT INSULATION gg . 2"x4" P.TBOTTO®PLATEOC1/2"x8". ANCHOR BOL 6O" ✓ i W 1 BASE MOULD Z M I � � .. III .� •iy { 2x4./ P.T. BOTTOM PLATE W/ " '"""*� 4' CONCRETE SLAB W/ 1/2"x8" ANCHOR BOLT ® 6'0" O.C. 8 C.M.U• HEADER BLOCK ✓ GRADE FIBERMESH REINF. � T BASE MOULD �— _ I 12"x16". MONOLJTNIC FOOTING 4" CONCRETE SLAB W/ 8" C.M.U. FOUNDATION WALL o M W/ 2 #4's CONTINUOUS� RADE FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER i r� 1 TREATED & COMPACTED FILL l/� I Co N " . 8"x16" CONCRETE FOOTING . ,� •..' oo 6 MIL VAPOR BARRIER OVER W/ 2 #4 s CONTINUOU TREATED & COMPACTED FILL , I ��r� 1,�4" Q .0 1 CqN TYPICAL WALL SECTION TYPICAL WALL SECTION �. SCALE: 3/4' �p SCALE: 3/4 -= 1 —0 � z BRICK VENEER W 1 AIRSPACE OVER " AIRSPACE OVER 1/8" TTihRMOPLY SHEATHING •_ � � BRICK VENEER THERMOPLY SHEATHING R-11 BATT INSULATION ON F TU " •2 x4 SP STUDS ® 16 O.C.0 C ON 2"x4" SPF STUDS 0 16" O.C. TO $�-0" PLATE HIEGHT C' o " (SFO VE SHEET 11 BATT INSULATION ' ` TO 8'-0 PLATE HIEGHT. NOTES ON NE R_ (SEE NOTES ON NEXT SHEET: R`PLATES ABOVE FOR PLATES ABOVE 8'-O") _ ,.a 2" 4" P.T. E -- x RASE MOULD �2" 8" AN T ® 6'0" O C T BOTTOM T M / .11 x CHO ' BOL 1■ �, vn 2"x4" P.T." BOTTOM,PLATE W/, 4 CONCRETE SLAB W/ b 8" C.M.U. EADE B - ' ERMES l 1/2"x8" ANCHOR BOLT 6'0" O.C. M U H R LOCK FIB REINF. GRADE .. ' Q . ' H .F BASE MOULD W x16" MONOLITHIC FOOTING 4" CONCRETE SLAB W/ N 8". C.M.U. FOUNDATION ALL 6 MIL VAPOR BARRIER OVER W/3 #4's CONTINUOS GRADS r r�, RMESH REINF. 'TREATEDCOMPACTED cw FIBE do OMP FILL, .� D BY. 4 BRICK SILL a �.. P�r�O�✓EC) Bic 8"x20" CONCRETE FOOTING- , Co / 6 MIL. VAPOR,.BARRIER OVER U " SELVA LINKS'DE • - - FSI Bic TREATED 1 4 AlICHITECT'URAL REVIE\'J COMMITTEE SCAM . TREATED. & COMPACTED ...FILL: W/3 #4 s CONTIN OUS • S ��= v C rJ DATE, !� t v t r-o . � � DATL: : � SEPT. . �. 1991 w. CAL WALL SECTION, � ; TYPICAL WALL SECTION JONO. � ,. w 91179 , SCALE: . 3/4 , 1' , • / SCALE: 3/4 -- 1 --0 . A5 a! 7 - , , NOTES , STUD, REQUIREMENTS FOR2 SPF ( ALL TQP', PLATES #2 YP OR #2 SPF ) 8' HIGH EXTERIOR WALLS (MINT �Xa-ts»' O.C.) * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF..4,5,6 OPENINGS O ` 1 . * 3•-2x4 STUDS CONTINUOUS ON EACH 51DE OF 7',8'.9'. OPENINGS • BASE MOULD * 4-2x4; STUDS CONTINUOUS ON EACH SIDE OF 10',11#,12# OPENINGS , T: 2,: BO 3/4" PLYWOOD SUB--FLOOR LS (MIN. 2x4-16" O,C.} 9 HIGH EXTERIOR WAL x4" BOTTOM PLATE is * 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3"4 .OPENINGS ._ •�� * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS �. * 4-2x4 STUDS CONTINUOUS: ON EACH SIDE OF $',9',10' OPENINGS 1fi" DEEP WOOD FLOOR * 5--2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS — TRUSSES ® 24" O.C. Q 10' HIGH EXTERIOR WALLS (MIN 2x44 2"' " 1/2GYPSUM BOARD ' Vr I * 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 2';3' OPENINGS * 3--2x4 STUDS CONT1NUOUS ON EACH SDE OF 4',5' OPENINGS (2)2"x4" TOP PLATE I * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6';7',8' OPENINGS F * 5-2x4 .STUDS CONTINUOUS ON EACH SIDE, OIF,9',10' OPENINGS (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) ( ' TYPICAL 11 -- HIGH EXTERIOR WALLS (MIN 2x6=-16" O.C.) WALL SECTION Q * 2-2x6 STUDS* 1-2x6 STUD CONTINUOUS CONTINUOUS ONEACH SIDE OF EACH SDE OF 4',51.6'� 3' OR LESS AT SECOND FLOOR , �.8' OPENINGS SCALE: 3/4„=1 •_0„ !� * 3--2x6 STUDS CONTINUOUS. ON SL EACH.;SIDE OF 9',10 ,11',12OPENINGS * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS u 40 12 HIGH EXTERIOR WALLS (MIN 2x6--16. O.C.) !L 4". CONCRETE SLAB W/ * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS FIBERMESHREINF. i * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS * 3-2x6 STUDS. CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS F * 4-2x6 STUDS CONTINUOUS: EACH. SIDE OF 11'.12',13',14' OPENINGS m ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) m w cli 6 MIL VAPOR BARRIER OVER `” R D COMPACTED FILL TEATS & COM 4J 0 1'—4 2 #4's CONTINUOUS Cq' STUD REQUIREMENTS FOR^ EXTERIOR VAULTED WALL AREAS THICKENED SLAB01 i SCALE: 3/4'=1 ' of 4 , DO NOT U 5E GABLE END TRUSSES * c� SIZE & SPACING OF STUDS SHOULD BE DETERMINED * BY SPECIES & GRADEF WALE HEIGHT 0 � m I STUDS IN EXTERIOR VAULTED t c� • ALL WALLS c,� o * MUST BE CONTINUOUS TO BOTTOM CHORD * OF VAULTED TRUSS OR RAFTER MFMUER* 1x4 BRACES ® 48O _ 4 CONT 40 CONCRETE SLAB W/ ) va ¢ FIBERMESH REINF. 04 •. :. g fi M ILVAPOR BARRIER OVER TREATED AND COMPACTED FILL � was o I � 1 � I .. , S DS COt NUQU TO BO OM cc dY.S'�L`>~ AP�R��� HORD VAUL MEMBE 1f SMA U 8JC . A E L 2EiliN'J Co1Y$AITTEE , 4 CURB T c1Uz Da r, m . : SCALE: 34n� —o, DATE; , 3/4' 1'-O" TIL I W - � SEPT. 6. 1991 • 01179 NOT TO SCALE A6 of 7 r • T. - r : . „ r d f K' r , L ' R e , CD a PHONE FA cQv U I / AN Cu BRACE \ f PRE-WIRE \ \ �/o �OPNR, M WP O iOO6 �y .! 11 � . � • 1 i i i n � i _ qp 118 . SP. � 0 \ 1 I I PHONE 3 V./ 04 \ BRACE PRE WIRE .F PHONE - X �I :k-M Cv � 0 i X N E -' L E- C T' R L., C A L L ��� ©� � D LqA-- t SEL VA LIQ�KSIDE MOO : ARCHITECTURAL REVIEW COMMITTEE BY: ��r DESIGNED 0 BMW., : Bic DATE 7 ALE: 6 DA?a: / JOB NO. 91179 , E 1 of 1. {