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DESIGNED BY: ' '4xN DATE JAN. lit Ic') JOB NO' HEET NO. 0 bf 11,11 1111 1 111 11 11,110 111111 Jill 77-- -7� V IT 'A T, Now ---------- ...... imam=TrN ,OWN H T A T 0 ELEVATION NOTF-5 5EE R FET A-2 FRON'" EL=VATION1 H" vu Al > pery of: ------- WILLIS CONTRACTORS, IN 5 6 2/19-5, 11/ki 10 'ESION U 'BY-. sc= ATE JAN. 2 TJOB NO ' 1)i)(0V ed cr)llst S41" L J ........... 3 "V All -4' 3�0-20� 641 -40 0 0 4 T 2444"x101 SL e Lu-TG, W/ CONIC. r 6X8 EDGE W/ 1), r5 COW. �7= now -c 4�. 0 wo"m 0 ommo on*a MT-1 4 *Am amm on no on" a "M 4opw I No (P Lu-r 71 x4' .................. 0 PAD PC4 r% THICKEN 3LA15 ....... Iro' UJ x 12' D SLAB 4 *ONT U)/ (2) 6 ROPS C f L 0 E $HOWER, ATI WALL a, CM.U. FOUN C TE PTG. WiTH 10'x20' CONC -7 41 CONCRETE $LAB W1 R-1-z INFORCING 12 -(p UJI (3) F7 ROD45 CON . OVER MIL isouEFFN VAPOR E3,4RRI1F1R \Aj OVER CLEAN, TEK TRE ATE v 4 71 COMPA CTED FILL (TYP) CONVENTIONAL ---------- W12Ws AT 8TAIRS 5' CM.U. FOUNDATION WA"*, L I-loll W1 W1 (3) 5�RODS CONT, uj \u saw CONC. PATIO, am~am*#c" GIRD 13 -46 T-7 3 5 FOR SLAB 4 .32'x32'xI01 P CONC. FTG. W1 (3) 4515 E.W. lu -------- T"S LAYOUT 16 FOR F4 REFERENC5'ONLY THICKEN' e 14CTUAL LAYOUT TO BE E::)GF- Lu/ ",I) , I ROD CO�T,DETERMINED BY TRU56 MANUFACTURER F1 231-01 31 4�& 10 Q) IL oom% #wow%,U N A T DRAWN BY. D SIG BY: 5j(:: AN. 2 01 JOB NO' IB41 o t S 'ET NO, T z 0 CONT- IL 4H Nti A4 7 q f —TO �Wllitw I M.,15r, TO�$WITCH TO �UjMtH' iN LIVIN6s TO SWITCH IN M, BORM. > rK=LU I R:-: ONLY --------------------- El V TO REAR HNGINCs Lb�HT ONLY TO REA J.1 FLO Pe vp ONLY L TEL Vol > ONLY r-AN > C3 0 L AN f\ L f __AJ lk (J) � I I lip 0 110, cl 13 f I % m fL TV \L16HT Q7_ T Li /> LIOHT, Cj PRE U)I FM ONLY 'ONLY \> 10 TEL. 13 Q7_ TO SWITCH TEL. HW' U_ IQ) TO SWITCH TO >0 IN FOYER �':RONT r TO 5WITCH IN GARAGE DOOR OPENER LU TEL. Loo I Cow% AN E L E_ ONLY %J OPENER PREUJIFRE D WN BY- RA DESIG ,8Y NW, FOR TI t DATE TO SWITCH JAN,.' 20, 1V3v B IN IN FOYE Jo ----------- SHUT z 0 T Lo of 7_7�, -IT -777777 77 NOTES 12 SEE ELEVATIONS J�18ER�GL ASS S H I N GL E`S- ON- 15# FELT OVER 1/2- PLYWOOD SHEATHING ON STUD REQUIREMENTS FOR #2 SPF 2"x6" 's 0 24" O,C. ALL TOP PLATES #2 YP OR #2 SPIF *b R---3® INSULATION W/ METAL HURRICANE CLIP 2" POSITIVE AIRSPACE 8' HIGH EXTERIOR WALLS (MIN 2x4-160' O.C.) (1 0 EACH TRUSS) UNDER SHEATHING GALV, METAL DRIP ON * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5 ,6' OPENINGS P.T. 1"x2" NAILER ON1"x8'" CEDAR FASCIA * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7 ,8 ,9 OPENINGS ON 2"x6" SUB FASCIA * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS BASE MOULD (2) 2%4' #2 TOP PLATE (2) 1"x 6"s ' 3/4" PLYWOOD SUB—FLOOR W1 CONTINUOUS 9HIGH EXTERIOR WALLS (MIN 2x4-16- O.C.) 2%4" BOTTOM PLATE SCREENED VENT PROVIDE VOID FOR 2"x4" _ 1, x FRIEZE BOARD Box*--- 1/2" GYPSUM BOARD N 0 z * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3*,4' OPENINGS BAND AT ALL TRUSS ENDS > 0 * 3— W1 OPT. CROWN MOULD w2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS z -i * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS :2 ui * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS ALL FLOOR TRUSSES SHALL 20" MIN. DEEP WOOD FLOOR ANE BE 112" SHORTER THAN TRUSSES 4 24" O.C. SMOOTH FINISH STUCCO ON FOUNDATION DIMENSION, AT METAL LATH ON SHEATHING EXTERIOR WALLS, TO ALLOW a- 10' HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) 0_�.o OR WOOD SIDING OVER "TYVEK" bi FOR WALL SHEATHING TO VAPOR BARRIER OVER w * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS RUN CONTINUOUSLY PAST 1/2" GYPSUM BOARD 2"x4" SPF STUDS (9 16 O.C. * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS TRUSS ENDS -t ___ cv 0 v 0 to V_ V) * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS (2)2%4" TOP PLATE Ll-' * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS d_; < (ALL EXTERIOR WALLS OVER 10-6- HIGH USE 2x6 STUDS) R-11 BATT INSULATION 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) Ty"Plu" AL WALL S E C Tlu'o'N N co * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS AT SEuuND F L 00� R * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4 ,5 ,6 ,7',8' OPENINGS * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS SCALE: 3/4 1 —0 * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS 2mx4" P.T. BOTTOM PLATE W/ 1/2"x8" ANCHOR BOLTS 0 4'0" O.C. 12" HIGH EXTERIOR WALLS (MIN 2x6-16- O.C.) BASE MOULD 0 * 1-2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3OR LESS * 2-2x6 STUDS CONTINUOUS EACH SIDE OF 4 ,5',6' OPENINGS8" C.M,U. HEADER BLOCK 4" CONCRETE SLAB W1 * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8 ,9',10' OPENINGS GRADE 4 mamma FIBERMESH REINF. * 4-2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS M's, 16" O.C. UP TO 17' HIGH CONTINUOUS) cn m w8" C,MU. FOUNDATION WALL HURRICANE CLIP 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL 0 2x8 RAFTER c/0 GUSSET PLATE cr- STUD REQUIREMENTS FOR IULLL (2) 2x4 8" _ F xl6" CONCRETE OOTING cc (D EXTEROR VATED WAAREAS 2x4 KICK LEGW/ 2 #4's CONTINUOUS Q_Q NOT USE GAT ND TRUSSES (#5*s IN ST. JOHNS COUNTY) < 2x8 RAFTER 1'--4" SIZE & SPACING OF STUDS SHOULD BE DETERMINED (2) TOP PLATE BY SPECIES & GRADE % HEIGHT OF WALL 0 !_ALL_5TUDS IN EXTERIOR VAULTED WALLS 1 — S TURY WALL SECTI ON C) MU5T BE CONTINUOUS TO BOTTOM CHORD SCALE: 3/4 1 0 *• SCALE:TR155 _��R RAFTER MEMDER. l C\l cv cv 1x4 BRACES 0 48" O.C. 8 L rn c/"D 2%4" P.T. BOTTOM PLATE W/BEARING WALL 1/2%8 4- ANCHOR BOLTS 4'0 0,C, BASE MOULD s E 4- CONCRETE SLAB W1 -Amm ---------------------- P L I DETAIL 8" C.M.U. HEADER BLOCK GRADE FIBERMESH REINF. SCALE: 3/4 = 1 0 c\l 0 LLJ DS CO co 71 ST -INUOUS TO BOT OM :7 8" C,M.U. FOUNDATION WALL _ ' 'HORD VAUL" MEMBE 6 MIL VAPOR BARRIER OVER -F-4 TREATED COMPACTED FILL �4 t C-4 ] 4 CONCRETE SLAB 'W1 �- ' : . _-----.___ _�. FIBERMESH REINF. r f) 8"xl6" CONCRETE FOOTING W1 2 #4's CONTINUOUS (#5's IN ST. JOHNS COUNTY) V_8 0 co NOT TO SCALE <=> ti 6 MIL VAPOR BARRIER OVER 2— STORY WALL S EC TI ON" TREATED & COMPACTED FILL SCALE: 3/4 V-0 0 2 #4's CONTINUOUS T-4 1 4 Q) BRICK VENEER W/ 1- AIRSPACE OVERai "THERMO—PLY" SHEATHING ?J>� T H I CK/ EIN' E D SLAB ON 2"x4" SPF STUDS 4 16" O.C. _oll SCALE: 3/4to 1I 2%8" Cf-lLfNG JOIS R-11 BATT INSULATION 2"x4" P,T. BOTTOM PLATE W/ BASE MOULD 0 ) 1/20'x8" AN BOLTS (9 4V O.C.OCa) 2 x 4-" iv 8" C.M.U. HEADER BLOCK 4" CONCRETE SLAB W/ W-610110u ,1 GRADE FIBERMESH REINF. L0 C\2 1 #4CON T ca) LL 4" CONCRETE SLAB W1 J 8" C.M.U. FOUNDATION WALL FIBER •MESH DRAWN ,q IS�HREINF. l I �M z > 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL LA DESIGNED BY.- 6 MIL L VAPOR BARRIER OVER 8 RJ C T TREATED AND COMPACTED FELLco 8"x20" CONCRETE FOOTING SCAM: W/3 #4°s CONTINUOUS (#5's IN ST. JOHNS COUNTY) 3 /4 8 DATE• . A C0[,11_I`RPk(,N'10RS, INC. TRAY DETAIL 4" CURB ?I",, I uU ' ' l JOB NO. it -Opt J J' ) w),.) I 1"l, __ANS W A SCALE: 3/4 =1 SCALE: 3/4 =1 ► 0 A L L S E C'N T I C)" N W/ BRICK SCALE: 3/4D V- ADDSHEET NO. of t 4 i t �t 3 d , i f > jjJ4J & f g s r o a } , PL �r P t a ~ { P � wn _. .. ��`�. ; a�, b�'.• � °�� • s ��-�, -�._�. _..»,�,-may � � f . w 4 . r i Mill PIN IMF mw OR fliiii~j� mm wwomwm Ram own own= Iowa all WON so Nola woom ameomminows 40, 010 MOWN mm so OF no on, mown wriwm am WON ow a 6 Ilk ICA h "MOMWAMM"m mm i a �� } WIN so on an mm so syA (Q1_3 AFT F ING AYOUT LU DESIGNED BY: SCAM nd Zoning m " ; r " i x. g rt , , s�. 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