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Sherry Drive 602 r liy. rr I rt,. l� all C _t f_ I [W f• ■r��rrrrrrlrrrrre■r■w■wwr■■■wwr�wr�rr.war■wlrrll�r�rr�wrsrrrr_rr��rrrrrr llrr■rrrwr■•■y%*memo r■�rr Alr■ery r■ ■■rr■1rr woom o r is monp r rr wwY■IN m E111 fir) 3/4• ;{4 5' SETBACK w V i I I ■ tb i ILO I I��j A I •aria:�,'. w I ! In +A .� I ------ 20'-4' � ■ t r � r :R +rr�,w■�rr'MIAy+■~~iir~I DRIVES ■■now u Jobwrmumom .■Jumbo ■■�w.`rr affftm , p Jumbo rrsoft rr�ri�N■ ■rr`o�r r ~� ■A'bow momboo joubb,J, \y waft F1 10 to, C) ��c oFF DM" HY: 0-1—O- A JaQ4P� ti5`11� b / BSC oO o,��c� DESIGNED BY: aa QIP SCAU: Pk DAVE: ; ' ` NI A Y 7 1996 $1 MAR R. 2�1 1996 n �y , JOB �$0. �.. "m 1 1 I i Iry of i i 61-01 __--._----- 12 10" .. __ 11 ^8^ 20'-10" sw _544 �xL..BLIK _ -- ._._......... .__-. Sw3¢)5� SN-- -- ---------._ __4._._..__-_.__.. -- . MT52'1 B I R cv TUB SNWR 0 507 FXD 1 \0 Z EYEROW MTS21 +„ - -SW- SNEARaJALL5 NAILED AT 6' O.C. O L . T - -- I ON EDGES AND 12' 0.C_ ON 1-- SUITE INTERMEDIATE SUPPORTS WITH (2'�'X12T,�" - - -- - - - 2�_4" \0I 1 I `A Sd COMMON NAILS. I - GREAT ROOM u I I r I MTS 1 5W3 c� CATHEDRAL CLC. - 1 A U 20 4 x14.5 �I I 3a� - -- 5"EARWALE_S NAILED AT 3' O.C. WALK- IN _ = CATHEDRAL CLG. = t - -- (Y aTERME�DIATED UPPORTNWITN ` CLOSET C� � 11 I ._=-t (Y� � MT52'16 � , , � [�) ad COMMON NAILS. (Y ILI IN 00 z Ill —._. �- � 1 ry I M 1 ■ 1 M M 1 . Wx rn 5'8"x24'4" 0 24-2" 21_-� _3 -8 �'� "_ 3' 4" - _ _ -- - _ 121-04_ . ._ . _.. ._w...l 1 t= g -1 ■ t� In O �I 214^ MT527BSQUARE FOOTAGE stair ��'- A/c 3 (k I 5UITE �� �n I m MTs (Ist FLR_) 128 f � 12'4"x1�r0" __. 1 = I i �, (2nd FLRJ 1353 0 LL K'"�"' N I I __... _ I-3 v cp CATHEDRAL CLCs. I : .. 1tw8° ' 11'4" _ - w►D�AI - — MT 1 (�-- — SU5-TOTAL 1481 v _F �AT+{�D -AI CLCs: k DINING i I �� O XIS sz LANAI 0 Nt ul I� \p I EYE RDW - a • MTSz7B 1__ Yl YL . � � 12'4'x13'8" M IM ENTRY 34 \9 y I :.c r . :31 1-3 01 +.r CATHEDRAL CLG. �I lug PAT(OMECK 1150 1- Y 6'-4 -411 21 II -2 -- 11 • ■ 1 1 T Y Ell- II &1-4m 1-44 ro 1- / Y 41-0Y 4I-4N GARAGE 1225 TOT,4L. 280 x �--- d C'! L_ — _.. .�_QUJI ' r _ NDroAI • to Ai I _ 30-30 1154- (2) 3050 SH14 C1144O 7 Iy] SW 5W — '-�'-� . _ W/D NOOK-UP 13'- °-- --- -= � - 8'-4"----- - Structural Noes 40.20 GL, E3LK. 4020 C.L.TE3LK. 2020 GL. BLK. 4020 CxL. BLK. All laps in top plate shall be a minimum of 4' and nailed Q) Q) r, \ 5 SH — -- N LLI `l Y • - - with 12 - 16d common nails. (] ) �'-4" 5' 8" k 3'-2" 4 a 1 Z4 r;--. Q) �t� 2. All shearwalls shalt be nailed at 3"or 6"o.c. as noted on � �' FRAME all edges and 12"o.c. intermediate with 8d commons ; 0 \)iNYL t1 U( 0 N•). Block all unsupported edges with 2x4 flatwise ( r FOR 4' blocking. Shearwalls shall be 15/32"CDX or 7/16" cv • F • . ■ OSB. `n � OPN'Cs. ■St!@ Ir 3. All gable ends shall be balloon framed or framed per cv 121-2 ._-- - CARPE'r typical detail. n WATER WATER — __._-.1..t_m.--._- _ V TENER SOFTENER __.._ __ 4. Strap header studs to double plate with Semco TPP6/4 r0 _A_ ���� __._{.. _.-__._. _.__ f- at each end of header and nail with eight(8)- 10d Qi t LOOP LOOP - --- common nails (U.O.N.). P t S. Header studs and header cripples should be nailed n (� _ together at 6"o.c. w/16d staggered. Clip unit to shoe v plate with one(t) Semco TPP6/4 clips and nail with — .� +n _ eight (8)- IQd common nails (U.O.N.). _ (Y 0 .._ 12'4"x24' 4" {, lt.l�t 11 RA 2144 1 6. All window and door components must withstand a 19'4'x2 1 4 ■ -3 12 4 x28 �1 a� MPH wind Toad. 13'-2" 19'- 12'-2 7, All connectors are SEMCO or equal (U.O.N.), N ry 8. Footing design is based on a minimum soil capacity of o m T ■ 2000 psf. This should be verified by the contractor. _ o 40Q � ;' l VIA (310" R. W/ co N SIDE ITES 1 , 1' �t er tr - ORA BY: ■ Bi ■ -.. ■ ■ DIMMED BY: Bic 'r ■ INDICATES (2) "5 VE=RTICAL BCAU: N _ Ln ■ ■ ■ 1/4' = I'-m' 1 ' 40 _ -- * INDIC�4TEe? (1; 05 VERTICAL DATE: ■ ■ ■ ■ _ _ ..._ .__ ------_ __. _...._ -... APR_ 2�, 1996 r j 1 Y 1 M ( 4 1 4 1 4 - 1 Y Y 1 ^ 1 " 1- ■ JOB N0- -ra 6 -2 10 -0 9 -8 �a -ro �o -ra 3 -ra 3 - 1 0 / 961+x8 o 12'-8 19 -8 13 -0 8 -4 12 WINDOW HEAD p - A r4 i _WINDOW SILLIL -' WINDOW HEAD Cb 0 m p JL- 15t FLR. f M U �� w A � FRONT E L E V A T f ON 0 c cr. __.. _,_ _ __. _ ___ -•- Y___ _. _..- __--_ _ _— _•____--.-_ _ SMOOTH FINISH STUCCO d) _ F STUCCO BAND FIBERGLASS SHINGLES __.__- -- =y, RAISED STUCCO BANDS METAL DRIP OVER I'x4' SHINGLE STRIP ON I'x8' FASCIA � -. - _ ----- - — . - _ --_•• - -- - _ - — - - PLATE gin. T - -- O I'x4' FRIEZE BOARD.._ OR t HORIZ. SIDING - 4' TRIM- 11 _ —� � 0 Ll 1:1_. _... _ .. F __ .. 1 ;L 2'xro' HANDRAIL W/ - .. - -. _.— _ -- a� u 2'x4' RUNNER Q 2'x2. _ - m PICKETS � �' O.C. W/ 2'x2' BOTTOM BRACE 4"x4" POST -- - ... __.. ._ _. _.__ ...._.. .._ - - _,.. _ - _ — -2nd FLOOR I'x4' ON I'xl2' TRIM_.__..__ —�EE1E- `-'" '.- _ --•---•.__ -_._._ _ _ ____.__ _____ _. . —_.. - � � Q S' PLATE TRIM 4. ON 12' STUCCO SMOOTH FINISH0'-`- - " -- El srucco e L !1 II- J� I ---II LL�Y-.� C_.!I 1-1 IEl L—J1 Lel © LED I .�� C--1� `�IJ �1 [17-7- J� (P ro' STUCCO TRIM I ILD � ED I Lel _��_-_- [L-1 I ED 111�1 � � �� 171 W/ EYEBROW TOP APPROX. GRADE- IF C JJ © © C 07J � D D FU F171 ( - �I �__ DRB B JC HY: _ lat FLF2� m Cil C___10 a U 0 �I C�1 m CI C� C C�� C.10 -- _ .. _-.- _ 15t FLOOR BY: tl. BJG A RO . GRAD 1/4' fi DATE: APR_ 21, IE3ero L E F T 5 f E E L E A 10 N z 9(o108 IL Dr. A2 o1 5 5r z 0 mU WA ;Ile N Q7 -I' IA Cb E- ' Ch LLI ff- I �l L� O U Gd 4wtp. f1 I >� � U w ' A VAT ION FOR ALL NOTES, MATERIALS AND DIMENSIONS ��"� SEE ELEVATIONS ON SHEET A2 OF 5 ------------------------------------------ 3 Q1 Q� nN �n ra n, ril r6 tL Q) U m I r 943 cfl m d Q) d m --i L Lt -LLL I d) I" T -- d) I m DRAWN BY: Bic DEBY 7M BY: B-ic SCALE: 1/4' = 1'-0' "a]I i' DM: APR. 2�1, 1996 ry LEFT 5f E L E A T I ON No. 0 U A --- - .� cv (►a '41 to - - --- to I � I � I O 4E)'-4' 8'-4' U 4' CONG. SLAB — W/ S' TURNED LL I_ DOWN EDGE — m - - _ _ _ - -77 _ _ - _.__ _ � I _ _ I I I I I I I I 1 5 5 I I I I 4' CONCRETE SLAB W/ REINF. ON CONT. VAPOR —� I 17' BARRIER OVER TREATED 1 AND COMPACTED Fil_LWmI I I ml \q �n (P Q) 0 • TRUSS LAYOUT 15 FOR REFERENCE • 4' GONG. SLAB • ONLY. ACTUAL LAYOUT SHALL. BE W/ 8' TUNED • DETERMINED BY TRUSS MANUFACTURER. DOWN EDGE I I I WIDE x 12' DEEP f I ( I Q) (f)I I THICKENED SLAB W/ —_ I L- - r I F m q � I 8' TURNED DOWN EDGEu A -- - - -- - - - ti - ------ - -- _ L ._ W/ ll) 'S CONT. I cti Ll ji --- I'- - I'-ro 1/ 6 1/2L 1' Im1/2' 9' 3' 11-11 1/2' 16'-3' I -I 11-21—9-'-3_" _11/2—' 0 '-m O rcl - U rp o U N A T L Q� CO T � ftl o lu m r N MA BY: BJC 4 DFMGMM BY: oo T 1 5 5 A U TBic 6CM. 1/8' DATE: APR- 2-1, 1996 JOB NO. Js 12-J9 P �6►m� SHM No. NOTES NAIL ALL ROOF SHEATHING C� 6" O.C. ON ALL SUPPORTS. STUD REQUI[3EMENTS FOR #2 SPF NAIL W/ 8d COMMON OR 8d RING SHANK. ( ALL TOP PLATES #2 YP OR #2 SPF ) 8' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) 2'-0" 12 FIBERGLASS SHINGLES ON * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS15# ROOFING FELT OVER 6 * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',$',9' OPENINGS 7/16" OSB PLYWOOD SHEATI.IING ON -- -- - - -. , p * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS ROOF TRUSSES © 24" O.C. OR ROOF RAFTERS @ 24" O.C. METAL HURRICANE CLIP - H--30 INSULA ZION 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) SEE CONNECTOR CHART (1 ® EA. END OF TRUSS) 2" POSITIVE AIRSPACE A (OR 1 (9 EA_ RAFTER) _ UNDER SHEATHING * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS METAL. DRIP OVER * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5'.6'.7' OPENINGS 1x4 SHINGLE STRIP ON ,p * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS 1"x8" PRIMED 'TRIM FASCIA * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS OVER 2'•x6" SUB-FASCIA (2) 2"x4" #2 TOP PLATE (SYP) 2"x4" BLOCKINGSEMCO TPP4 32" O.C. to 10 HIGH EXTERIOR WALLS (MIN 2x4--12" O.C.) ' 3/8" BC F'L_YWC)OU SOFFIT * 2--2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS 1/2" GYPSUM BOARD * 3---2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS 2 3/4" VENT CONT * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS ao * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS 1"x6•' PRIMED TRIM `' (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) ON P.T. 1"x4" i a a, 0 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) R-11 BATT INSULATION 0 * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS _ SEMCO TPP4 ® 32" O.C. * 2--2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',$' OPENINGS HOR17. SIDING * 3--2.x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15%16' OPENINGS 2"x4" BOTTOM PLATE 1J.,1 3/4" PLYWOOD SUB-FLOOR f-- n T (� f 12 HIGH EXTERIOR WALLS (MIN 2x6-16" U.C.) 1/2 & THREADED ROD W/ 1/2" NU r ____.. _ ."_. __. It • & 2"x2"x1/8" WASHERS Ccp TOP �,, 16" DEEP WOOD FLOOR SYSTEM (FLOOR TRUSSES OR A * 1-2x6 STUD CON'rINUOUS EACH SIDE OF OPENINGS 3' OR LESS 1/2" THREADED COUPLING� ---�� WOOD I-BEAMS): * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OTPENINGS - * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8'0,101' OPENINGS 1/2"x8" ANCHOR BOLT * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13'„14' OPENINGS 32” O.C. ------------- ( M's, 16" O.C. UP TO 17' HIGH CONTINUOUS 8"x8" U-BLOCK W/ �L� (1) '#5 & FILLED W/ 3000 PSI PEA STONE CONCRETE -—' - - 2"x6" P.T. TOP PLATE Mai n _ Q) Q) (2) #5's CONT. 2" G.W.B" ON 2"x2" 6 4" CONCRETE SLAB W/ _ 112" � Q) 6x6,10x10 WWM _-_._-_ __.., _____ _- - FURRING STRIPS 0 � 1) N C' • �i STUCCO FINISH - r -- 16" O C W/ 1 1/2" (� r RIGID INSULATION 1 ' r = BETWEEN r 6 MIL VAPOR BARRIER OVER r `n 4" 8" #5 REBAR IN CONC •r - �, TREATED AND COMPACTED FILL i FILLED CELL @ 4'0" O.C, r IN ALL ,CORNERS & ON .r °0 �a EACH SIDE OF OPENINGS MIN. 25" LAP ----- - - rr Li- 4 L4r' CURB ri Qi �r � --- BASE MOULD SCALE: .3/4"= 1 '-O" �� (1) #5 CON r_ AROUND PERIMETER 8" C.M.U. HEADER BLOCK ---------- - -- I 4" CONCRETE SLAB W/ v, 6x6,10x1O WWM OR 1/2"x7" WEDGE: BOLT ® 32" ter, a "FIBERMESH" REINF" U.C. W/ 2"x2"x1/8" WASHERcn 4" CONCRETE: SLAB W/ SEMt;,O TPP4 032" O.C. 8" C M-U- FOUNDATION WALL r LJ 6 6x6,tOx10 WWM OR Q _3 TOP & BOTTOM "FIBERMESH REINF. (# OF COURSES VARY GRADE - r �`' 6 MIL VAPOR BARRIER OVER d PER SITE GRADE) - w , TREATED & COMPACTED FILL r U) d) coT 0 10"x20" ' u I • •; }LEE CONCRETE FOOTING ALL W/ (3) #5's CONT- � rp tf) - WITH SOLID POURED CELLS Q 6 MIL VAPOR BARRIER OVER m AND 0 4' O.C- ON ALL ' TREATED & COMPACTED FILL 1'.-g" STEMWALLS AND ON $" 1'-4" 8" (2) #5's CONT. EA- SIDE OF OPENINGS r (3) #5's CONT FOR D BY: 1�- R 2-STORY TYPICAL WALL SECTION Bic 2-STT ORY DEbYG1�ED B'Y: SCALE: .3/411 V—C„ �c THICKENED SLAB 3,4 �m' SCALE: 3 4„ 1 ,—Q„ DATE: ✓`, ��� APfZ 21, 199h sola xo. 5/2e/9(a 9�Im8 qp qp FAN / _ ____ -_L IGNT rou co v to TO SW � db �� � I � � • �� I Ij ^r��Loiu L \ 3 ti -qp . _ r v 9Nor� I I __ Co Co \I -- TO SW FAN BELOW / r L IGNT 00 V ' (9(" f lI HANGING F-"•�`+" Nil FIXTURE j P" _ d L - "� [�rF 'j til A rr C) FAN c �� - WATERS �zuv SOFTENER( LOOPlit _.. _:_ NOTES_ �� m I \ / / - Z I. PRE-WIRE FOR SECURITY / / [ (L SYSTEM 4n . � N (a rlr 2. PRE-WIRE FOR 5TEREO. ` j Q -][ I I WIRE APARTMENT AND 10 6 \ l W I I SINGLE GARAGE SEPARATE L \ ` I FROM DOUBLE GARAGE. ° f 4_ WIRE FOR 4 TELEPHONE Qi LINES. \ TO 5W v ABOVEly / TO SW CS ABOVELLI FOR GARAGE � \ . v 4P DOOR OPENER \ \ vr_ FOR GAR qP t� DOOR O N R / - 4) ILFOR GARAGE DOOR OPENER Y v / \ DRAWN BY: / DYMONED BY: / -- --- BJC F / SCALE: 1/.4' V- 4L •j u DATE: APR. 27, 199ra JOB N0. 9roI�DB EHEET No. El of I