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HomeMy WebLinkAboutBuilding Plansf e C I 'd^ �r `II I HALL' BATH 8' 0" - TILE it I III o I I d- I (V H I' i i , o CONCRETE FILLED CELLS W/(1)05 REBAR CONTINUOUS INTO BOND ABOVE- TYPICAL I I I I ewa o !, I I 12'X8" PLANT SHELF 8, X8 COL TO CLG 12 EVI R SI ON S REV DATE DESCRIPTION DRWN'IBY APPROVAL 0 17JAN97 INITIAL RELEASE J BONN 1 17MAR98 MASTER PLAN G.CAIN X 2 07DEC9 8 AYT N RES I. L 0 GEORGE 3 12FE699 REVISION GEORGE 18'-0" 24'-0" —17._4e T— " 2 CURB BEYOND 8" CMU COLUMN 1 I PATIO- TYPICAL I T 7'-0" AFF- HB 25 SH 25 5H — — (2)2x12 — — HEADER (2) ■ ■ 1 ■ ■ ■ — — — — x12 HEADER ROD & SH o T(T@�SwR POOL BATH I I COVERED PATIO ail I BEDROOM #4 8'-0- / TILE 8'-0" CARPET o 8'-0" / CONCRETEMASTER SUITE �I o Iai o 1 l iv VAULT CARPET ml I, � N-0" -6�2 5'-1` 5'-10" 2' 6" 4'-7" -6"'-6" 4'-0"2-3"SHFI 8'-O"/CARCe 2668 PKTGAR L4�O _TILE. BFMT MC — _o NOOKHALL 3066N N VAULj /VINYLCO cb ✓ III __ _8' 2666 0" /CART 8068 SGD a / rill ROD & SH ■ DNITn 3 1/2" WALL CA 4" AFF -- ■ ■ OR 5 (2) 2X W/ GLASS E CL OVER 11'-2' 17'-10„ 3' 7„ 2 -2" S-6" 2'-7" 6'-6" 2'-10' i 4'-0" 4'f 4: - ~ nt HALL N 9 3 1/2" WALL 0 42" AFF- VAULT / VINYL o At BEDROOM 3 FAMILY W/15" BARTOP OVER 8'-0" / CARPET VAULT / CARPET / - r o j ✓ o i m a TILED SHWR TUB 200 8'-2" 3'-0" N i/ 12' HIGH x 14" DEEP F / z r60 n 0 5�Q PLNT SH OVERFIT Q �I �$ I ry, to 0 WALLTO CEILING v p\y z w I I x a I =I AT oa 00 �Ix I� ■ T'"2'-4- — — 6'-i.l 3,10,6•9„ 6'-8" 2' 6'-fit, r--� '-8 4'-2" 4' 2" �406 BE VN +` 3 1/2" WALL KITCHEN AT Ia I J r 2068 BF - I% T 8'-0° AFF.� VAULT / VINYL ` _ J o ----N "Roo Sri--- ¢ ' v , W _ d Zv 2088 BF Do BRG WALL WH O _VENT o 5 t z wA L = I 12" HIGH x 14" w w II AHU M "p DEEP SOFFIT Wof 0 U PLANT SHELF R M� II a SH o CARPET _ CLOG A VINYL ---ll VINYL H 12020 I IATTIC I WALL TO 3'-4" 3'- 0" 4' 8" I F 1 N 1 1 --J 3 1 2" WALL o CEILING 1 * I ■ aT, @ 3 6" AFF r I� SI YV T2 I> 0 _tI ■ SH aD 1668 BF LIVING At zl I Ai I a ° I ROD & ---- asH ° VAULT /CART — 0 51 I I €I 4068 BE A _ol 3'-1 Al FOYER �N- II DINING 5'-10" 2'-4" - 3'-0. (V _ 1 �"X8" .ANT VINY SHELF I I � VAULT CARPET / 2" CURB BEYOND — FRAME WALL TYPICAL �D l C�,--QAFF I N 11'-2" 2'-0" - 0" 11'-0" 19'-4" - -- IT-- W (�)2888 3/2' WALL TRA SOM it BEDROOM 2 L 0,-6" AFF I I II GARAGE' 8'-0" / CARPET ■ ■ T ■ ■ - ■ ■ 8'-0" GONG ■ ■ (2)251S I I I I (2)25 SH l l ENTRY 1 1 112'-0" / It NCRETE I III. b 25 SW, o>" ■ V I 1 16 COLUMN ON ■ ■ 16070 OHGD -- ■ ■ 2, 0 x2 O" CMU I SO COLUMN BASE -TYP 4 PLACES ALL EXTERI❑R WALLS I z" cuRe B YOND BETWEEN ❑PENINGS ARE El ITRY- T ICAL i SHEAR WALLS. 1'-10" 2'-0" 2'-1" 2'-1" 2'-0" 1'-10" 4'-2"a 4'-3" L 2'-0" 3'-4" S-4° '-O" 4'-3" 4'-2" 5'-11" 5-11" F5" 10'-8" 8'-5" 2'-0" 16'-0" 2'-0" 11 _t0^ 27'-6" 20'-0" 5 -4„ FRAMING' NOTE: NOTE: FRAME ALL KITCHEN WALLS CONTAIING WALL CABINETS A/C COMP LOCATION AT 16" O.C. MAY VARY- VERIFY LOCATION W/ SURVEY -DESIGNATES WHERE (1) 5 REINF. IS REQD TO BE ADDED TO PRE -CAST LINTELS 14' -O" AND UNDER mMvcunM 3.F 12"X8" PLANT SHELF OPEN +2 i ® w OPEN OPEN SHOWER 36"x4 " z TO LIVING MIRROR o 3 OPEN +2' o -00 w TO LIVING w AV x a p, z to -4' OPEN OPEN o TO LIVING TO LIVING I A tz cO- 0 FIBERGLASS NS636 O a SHOWER 6. 4„ p. —4., M FO HALL BATH FAMILY/LIVING WALL At SCALE: 1/4" = 1'-0" AT SCALE: 1/4" = 1'-O" n I 12" 6`-6" 12" F0] YER/LIVING ARCH At SCALE: 1/4" = 1,_0„ N MASTER BATH VAULT / TILE 5 1/2" WALL 0 42" AFF W/ WOOD CAP d k' x OPEN TO +o^ FAMILY +O iv +t4' OPEN TO W3912 W2730 W2730 FAMILY l� I Li I / \ / o I u .REF R - LOCATION I I I I 1 I I u 771171[MTM r I 4'-10" 624 SB36 812 0 a FOYER/DINING ARCH KITCHEN SCALE 1/4" = l'-0" T SCALE 1 4" 1' 0" 40 +14" W3030 ` W3015 W3030 +0• 0 � D® r DR I DR ♦ r 3030 n / - - B30 B30 CONC PAD KITCHEN II I I IT II I I II STUDS @16" SCALE: 1/4" COMP I I I I I I OR 24" A C II I I II I I I I I SOLID BLOCK 11 I I I I +o• 0 24" AFF I I I I I � II I I II II I I II 4" DRYER VENT I I I TO OUTSIDE ®� II I ,1I BOTTOM 04° II I ll BELOW BLOCKING I I Ly I � `v I +o I _ - ----IL--- [did -5 1/2" RECESS AT STUD SPACE D R VENT DETA _r r TPY1 SCAL : 1 /2" = 1'-O" T3v olty 'Act c0a c `✓�/ /1 MASTER -BATH ARCH U SCALEz 1/2" = 1'-O" 17ii===7=7I =0 Ii am VS833 ;OB12 DB12'VSB33 MASTER BATH SCALE: 1/4" = 1'-0" M 48"x 42" MIRROR , All f SLEEPING ROOMS -PROVIDE AN EGRESS TUB/sHwR S R V�u WINDOW WITH A NET CLEAR OPENING POOL BATH OF 5 SO. FT. FOR GROUND FLOORS, F Ll 1,L 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS We — - ------ scALe 1 /a" = r-o" SHALL NOT BE LESS THAN 24'H OR 20, W. MASTER BATH FAMILY/HALL ARCH DINING KITCHEN ARCH SILL NOT MORE THAN 44" ABOVE FLOOR AT — 1le SCALE 1/2" = 1'-0" Ar SCALE: 1/2" = 1'-O" Q SCALE: 1/2" = 1'-0" MERCEDESXffil J [t4j_ SERIES Ch c c� PLAN NOTES: • SEWER SUPPLY - PUBUC • WATER SUPPLY - PUBLIC • EXTEND CABINET & COUNTER IN BATH /2 • EXTEND CABINET & COUNTER IN BATH /3 • BONK OF DRAWERS EACH ADDL CABINETS • MD 2 FEET TO G E • V W NORY NB/UnUTY//UPGRADE. TILE/MAS MTH ' TINTED WINO /R-30. INSUTATON " SPONGE TRA'(= KITCHEN SINK/CERAN COOK TOP STOVE • SHERMAN WILLj/AAMS EXTERIOR EIASTOMERIC PAINT " STEEL STUOS//PSS ROOF SHEN.THING • L.R.WALLS UISE ASCOTT W/42•.KNEE WALL • Mp SIIOWER = BATH #2.13. (CREDIT WELL/SEPTIC " WHIRLPOOL INF'.R"AVE//EXTEND 4 FEET ENTRY " NUMDISIAT ON A/C//25 YRS DIM SHINGLES mom U —_--- 1 EILEEN - BEDROOM ISLE w POOL BA BA I 6 -' AREA TABULATION FLOOR 19 PLAN ELEV b LIVING: 2092 ENTRY: 68 LAYTON RESIDENCE` OPEN TO o GARAGE: 463 PATIO: 216 1/4" 1'-011 = PUN t 2092P7BR SHEET A o NOOK/KITCHEN TOTAL UNDER ROOF: UNLESS NOTED PSL-1 95S 1 ° 2839 DRAM BY: JASON BONN TYPE: REVISION: BLOCK THESE DRAWS CONTAIN ARCHITECTURAL HECK BY: HERNANLFI..Z n r T� LK 1 E' VA"' I ":9 PLATE' SYMBOLS SUQ( AS TUBS, CABINET FACADES, RANGES, DOQR AND LIGHTING. ANY INFORMATION NOT COVERED I CERTIFY THIS BUILDING IS THESE SYMBM ARE FOR GRAPHIC' PURPOSES QWY(,.ACTUAL SIZE, SHAPE, WITHIN THIS DRAWING IS SUBJECT TO LOCAL. CODE REQUIREMENTS DESIGNED IN ACCORDANCE LOCATION :AWE CONFIGURATION MAY VARY PER MAWACTURERS SPECIFICA11ONS. THIS DRAWING SUPERSEDES WITH CHAPTER 1606 OF ' MASTER/LAUNDRY HALL ARCH ALL PREVIOUS ISSUES. S" - 97 ED y110 MPH. Al SCALE' 1/2" = 1'-0" PLANA//SPECInCATIONS No representOFt h Is made by the builder 0s to NOTICE TO HOMEOWNER: CALCULATIONS ARE. BASED ON. A FULLY ENCLOSED y� q qq (1 {� FE131 N 1999 the di ensiona P a y fra u the of the m ma o may home, and the homo may vary from the plona. BUILDING, WINDOWS, DOORS, AN OTHER OP INGS D , D 0 and/or spectikatlons sut>'rrltted for permitting I.. or RnancgTg. RESISTANT ED, ST A D STORM, MUST Hr COVERED AN) SHEARITNG DURING ANI *AND STORM. S TR W C "rlJ R A l.5 O N L_Y r 59' -4" 18'-0" 2'-11" 10'-6" 24'-0" I l 8" CMU COLUMN TO 7 -0 AFF- 25 SH 25 SH (2)2x12 HEADER COVERED PATIO 8'-0" / CONCRETE MASTER SUITE VAULT / CARPET 5-1 0. 2'-6" 4'-7" -6" 9 -6 4'-0' 2'-4" 2'-3" 3050 SH F ■ �F 5 iD Oy0 cO "O i E CARPET AT O aI x MT L2868 _oNOOK ,_nHALL II N VAULT / VINYL F 'D / III B' 0" / CARPET v 8068 SGD N N / NII �o --- ■ ■ ■ CARPET \ V NYL z) 2xa NDR 1T-10" S-7" 2'-2" -6„ 12, 7" 6'-6" 2-10 c bti a I 4 H ALL N, q Iz µ 3 1/2" WALL C�? 42" AFF �0> i At VAULT / VINYL BEDROOM #3 FAMILY W/15" BARTOP OVER - 8'-0" / CARPET VAULT / CARPET /� ' TILED m a SHWR / LD J r 3 tb 3'-0" i� I 8-2 a n // O 12 HIGH x 14"- z _ - 00 O -:1 PLN SOFFIT OVER/ (� _J � I W o I WAL TO CEILING 0 O\� - zco,� I o I Na I j� Al Al O < n 3 rco6'-11" 3'-10" 6'-9" 0 6'-8" 2'-4" 2' _ 6'-6"IFIr-E 406 BF n'cn° 3 1/2" WALL KITCH N I< I T 8'-0" AFF_ VAULT /VINYL I At loo I a OW L �_J w I N Roo a sF I a-- 71, 2068 BF 00 I VENT O 5 i 2 WALL Q t1 12" HIGH x 14" w w II N co IG/_ J HALL BATH ® x At / > N 'v DEEP SOFFIT W ¢ II o 8'-0" TILE ° I nt PLANT SHELF OV R 0, OV II N 4 SH 00 II T - C�ILING�FA — — 'AN r--� -- _�� CAR I al I I WALL ? F lame I -_ CEILI TO 34,.3' 0" N BEDROOM #4 8'-0" / CARPET 8'-2" „ 3' 0 TUB/SHVR !3 � 2" CURB BEYOND PATIO- TYPICAL (2)2x12 HEADER POOL BATH 8'-0" / TILE N I N 5'-1" 10'-7" 0Ixgml II 1 8'_0"1 I W.I.C. 8'-O"/CAR I 2668 PKT I5 1/2" WALL @ 4" AFFW/ GLASS E CL OVER 4'-0" 4' 4 MASTER BATH VAULT / TILE 5 1/2" WALL 0 42" AFF W/ WOOD CAP SHOWER 36%42\ MIRROR Nk AV= 7\ \ FF HALL BATH V Aa SCALE: 1/4" OPEN TO 1 DINING a0 10 I 44� FOYER/DINING ARCH SCALE: 1/4"4'-2"303000NC PAD IRG WALCOMP II I I I II I I II / I5 1/2" WALL @ 4" AFFW/ GLASS E CL OVER 4'-0" 4' 4 MASTER BATH VAULT / TILE 5 1/2" WALL 0 42" AFF W/ WOOD CAP SHOWER 36%42\ MIRROR Nk AV= 7\ \ FF HALL BATH V Aa SCALE: 1/4" OPEN TO 1 DINING a0 10 I 44� FOYER/DINING ARCH SCALE: 1/4"4'-2"303000NC PAD IRG WALCOMP II I I I II I I II / NSHELF *BOND D BEAM SPECIFICATION: A SINGLE 8" BOND BEAM SHALL BE, USED WITH ONE #5 REBAR IN THE TOP COURSE. 59'-4" NOTE: FRAMING NOTE: FRAME ALL KITCHEN WALLS A/C COMP' LOCATION CONTAINING WALL CABINETS MAY VARY- VERIFY AT 16" O.C. LOCATION W/ SURVEY -DESIGNATES WHERE (1)5 REINF'. IS REOD TO BE ADDED TO PRE -CAST LINTELS 1$'-0"' ■ 2'-O" 11 I I II I I I I I +0" II I I Il II I I II II I I II I j1 L II I Il I - m I I I 10 I I +O" N I I I -5 1/2" RECESS AT STUD SPACE DRYER VENT DETAIL AT SCALE: 1/2' = 1'-0" SITE:, AINAGE DR WHERE FILL IS USED. THE OWNERS OF THE PROPERTY ON WHICH THE FILL IS BEI C LOCATED, SHALL BE RESPONSIBLE I OR ASSUM Q ADEQWUATE DRA#NAGE SO THAT THE IMMI DATE CON 1UN0 WILL NOT BE rnE uP TO ADVERSELY EF CTED. 7 F S..C. LANE DEVELOPMENT ODE SECTION 7.04, DI D3 WC � MASTER BATH AT SCALE: 1/2" = 1'-0" PLAN NOTES: • SEWER WPPLY - PUBDC • WATER W-KY -PUNK • ExTEND CARNET h COUNTER IN 8NH /2 • EXTEND fMNEr A COUNTER N BATH /3 • BANK OF DRAWERS. - EIGN AWL CANNEIS • ADD 2 FEET TO QW-WE • tmmw TUWARBR+'/Alm TILE/NAS•flATH • TMpy WNpWIS//R-30 SIMIATION • SPONGE TpAV- KITCHEN SNKAEPAN COOK'. TOP STOVE , Spy WWMIS E70EIEOR EIASTOEMC PANT • STEEL STUIP//CSB ROOF SHEALTHNG • LR.WNL4 LIE ASOM W/42" KNEE WALL " I" SHOMEIN - WH f243. (CREDIT WEILISEF7O • ,WHHW OOL MIC WWAUE//EXTEND 4 FEEr ENTRY • HUMOWAT ON A/C//25 TO DIM. SHINGLES cI a 2"X8" PLANT SHELF F� ALIVING WALL t SCALELE:: 1/4" = 1'-0" 12" _ 6'-6" 12" Al OPEN TO +D" +o" FAMILY OPEN TO W3912 W2730 W2730 FAMILY 7REF o +0" B24 5636 B12 11 KITCHENSCALE: 1/4" = f-O" STUDS 96" OR 24" O.C. SOLID BLOCK 24" AFF 4" DRYER VENT TO OUTSIDE - BOTTOM 0 4" BELOW BLOCKING c I a DRDR 24"DWI / MASTER BATH ARCH At SCALE: 1/2" = 1'-0' REVISIONS__ _ REV DATE DESCRIPTION DRWN BY APPROVAL 0 17JAN97 INITIAL RELEASE J BONN 1 17MAR98 MASTER PLAN G.CAIN X 2 07DEC98 LAYTON REST. GEORGE 3 'HELF FOYER/LIVING�\:1/4ARCH KITCHEN A SCALE: 1/4" :e=�yc�:mot ���■��© 88"x42" MIRROR FF FF R DR DR � FF FF �� s ,MASTER BATH _ SCALE: 1/4" = 1'-0 TUB/SHWR POOL BATH SCALE: 1/4" 48"x42" MIRROR VSB48 n FAMILY/HALL ARCH n DINING/KITCHEN ARCH At SCALE: 1/2" = 1'-0' t SCALE: 1'-0" \MASTER/LAUNDRY HALL ARCH t SCALE: 1/2" = 1'- 0" L1LLL1\ ava.aar r\/ 1VVL LLllla AREA TABULATION FLOOR PLAN ELEV "D" LIVING: 2092 ENTRY: 68 LAYTON RESIDENCE GARAGE: 463 SCALE: PLAN # 2092P7BR SHEET PATIO: 216 1/4" = 1'-0' j� 1 TOTAL UNDER ROOF: UNLESS NOTED PSL-1958 c� 1 2839 DRJASON HONN ,YPE: BLOCK RE AsoN. THESE DRAWMGS CONTAIN ARCHITECTURAL HEHERNANDEZ PLATE CARIES 1 SYMBOLS SUGH AS TUBS, CABINET FACADES, ANY INFORMATION NOT COVERED T RANGES, DOfjRS AND LIGHTING. I CER T4FY THIS BUILDING IS THESE SYMBOLS ARE FOR GRAPHIC WITHIN THIS DRAWING IS SUBJECT DESIGNED IN ACCORDANCE PURPOSES DNLY. ACTUAL SIZE, SHAPE, TO LOCAL CODE REQUIREMENTS LOCATION AND CONFIGURATION MAY WITH CHAPTER 1606 OF THE VARY PER 4ANFACTURERS SPECIFICATIONS. THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES. SBC EDIT. FOR 110 MPH. PLANS/SPECIFICATIONS NONCE TO HOMEOWNER: No representation is mode by the builder as to CALCULATIONS ARE BASED ON A ILLY ENCLOSED DEC 0 9 1998 the dimensions, materials, or construction of the BUILDING. WINDOWS, DOORS, AND OTHER OPENINGS home, and the home may vary from the plans MUST BE COVERED WITH A PROJECTILE RESISTANT and/or spsCiflcatlons submitted for permitting SHEATHING DURING ANY WINO STORM. S TR U C TU R A I- S O N L-Y or financing. 6"x3/4" THICK TEXTURED CEMENT BAND 7/8" STUCCO OVER FRAME (GABLES)-TYP SCORED STUCCO 11'-O" BRG — 1 -6 O.H. 8'-0_' BRG f ,4 I L8'-0" BRG 0'-0" FFE_ 8" FG 7/8" STUCCO OVER - FRAME (GABLES)-TYP 6 12 +21V 1'-6" mmm mo 1 IIIEmow �I■II TEXTURED CEMENT OVER BLOCK -4" CIRCLE TOP RIDGE VENT � 6.. 12 PIT 12 Y■I a 7/8" STUCCO OVER FRAME -TYPICAL REAR ELEVATION SCALE: 1/4" = 1'-O" VENT TEXTURED CEMENT OVER BLOCK ENTRY COLUMN DETAIL SCALE: 1/4" = 1'-O' -7/87 STUCCO OVER FRAHE (GABLES)-TYP 8'-0" BRG 8'- - - 8'-0" BRG 8'-0" BRG .i H 0 H. 0'-0" FFE 0'-0" FFE -0'-8" FG -0'-8" FG 2" COL WRAP x 3/4" THICK SPACED 1"' V-10" SO COL BASE 4" BAND x 1 1/2" THICK 6" BAND x 3/4" THICK RIGHT ELEVATION SCALE: 1/4" = V-0" RIDGE VENT �6:12 PITCHT REV DATE DESCRIPTION DRWN BY APPROVAL 0 17JAN97 INITIAL RELEASE J 8DO i 17MAR98 MASTER PLAN G.CAINI X 1 TEXTURED CEMENT OVER BLOCK -------------------------------------------- LEFT ELEVATION SCALE: 1/4` = 1'-0" =BRCA )" F 8" 1 -1'RAKE - " MERCrDES ?ESERIES ol AM e r du FA N O 4 BEDROOM U EILEEN ISLE - W/ POOL BATH EXTERIOR ELEVATION "D" LAYTON RESIDENCE 1 „ PLAN# 2092P7BR SST UNLESS NOTED PSL-1958 El DRJASON BONN ,vPE. BLOCK HERNANDEZ PLATE VARIES < 1 ANY INFORMATION NOT COVERED I CERTIFY-THIIS 46(4),1' IS WITHIN THIS DRAWING IS SUBJECT pESICNE6 FN ACC6FZEiIE TO LOCAL COD REQUIREMENTS THIS DRAWING SUPERSEDES WITH °CHAPTER t_606 -0E THE ALL PREVIOUS ISSUES. SB EDIT,NOTICE TO CALCULATIONS ARE BASED ON AR. BDFULLY ENCLOSED DEC O 91998 1998 BUILDING WINDOWS, DOORS, AND OTHER OPENINGS - MUST BE COVERED KITH A PROJECTILE RESISTANT SHEATHING DURING ANY WIND STORM. lltl 3liftill3� 111M UOi33i3G r,N14 40 NOUVA113V 31141lVH1 OS (13NIM `SDNIONtlI NItl1S GNV SV3UV 9NId331S 11V NI do • move AU311VG H11M SH013313a 3NOWS 31H10313 03aIA08d NOTE; INTERCOM SYSTEM COMPLETE SECURITY SYSTEM COMPLETE IRRIGATION SYSTEM GARAGE OPENER DOOR PREWIRE 10—CEILING FAN PREwIRE 7—TV JACKS OUTLETS 4—PHONE JACKS 150 AMP PANEL 2" WEATHER HEAD SERVICE =DN 150 AMP PANEL 2" PVC OFFSET- W/3 #2/0 THHN ALUM 2/0 AL SERVICE CABLE CU TO COLD WATER PIPE AT HOSE BIB A B V. AMP 2" IMC OR GRC W/3 #2/0 THHN ALUM #4 COPPER BOND TO FOOTER STEEL 5/8"x8' GALV. DOWN ROD GRND. ELEC. RISER PLUMBING RISER N.T.S. NOTE TO BUILDER: ALL PLUMEING WILL COMPLY TO 1994 SBCCI PLUMBING CODE. 2" PVC OFFSET- W/3 #2/0 THHN ALUM AMP 2/0 AL SERVICE CABLE CU TO COLD WATER PIPE AT HOSE BIB _ REVISIONS EV DATE DESCRIPTION I DRWN BY APPRC 0 17JAN97 INITIAL RELEASE I J BONN i 17MAR98 MASTER PLAN G.CAIN X 2 07DEC98 LAYTON RESI. GEORGE 3 2" PVC W/3 #2/0 THHN ALUM #4 COPPER ND 5/8"x8' GALV. DOWN ROD UNDR-GRND. ELEC. RISER ELECTRICAL SYMBOL LEGEND SWITCH S SMOKE DETECTOR D 3-WAY SWITCH S3 DIMMER SWITCH 110 V OUTLET DIRECT WIRE HALF -HOT PLUC (!nr- PHONE JACK 17 220 V OUTLET @ TV JACK WALL MTD LIGHT ��� � CEILING FAN PREWIRE ONLY CEILING MOUNTED LIGHT FIXTURE EXHAUST FAN RECESSED CAN LIGHT FIXTURE R � FLOOD LIGHT EILEEN ISLE - w% POOLL BATH ELECTRICAL PLAN LAYTON RESIDENCE 1 ALE'rr _ 1 r-0,,PAN # 2092P7BR SHEET UNLESS NOTED PSL-1958 M 1 WITHIN THIS THIS DRAWING SUPERSEDES ALL PREVIOUS ISSUES. NOTICE TO HOMEOWNER_ CALCULATIONS ARE BASED ON A FULLY ENCLOSED BUILDING. W1NDOWS, DOORS, AND OTHER OPENINGS MUST BE COVERED WITH A PROJECTILE RESISTANT SHEATHING DURING ANY WIND STORM. BLOCK 1 PLATE VARI.ES 1 I CERTIFY THIS BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER 1606 SBCer_97 110 MPH. DEC 0 9 1998 u REV INDEX REVISIONS I53IS2IM1IE1IAJA1IS1 SH REV DATE DESCRIPTION ORWN BY APPROVAL 0 0 1 1 0 1 1 REV 0 17JAN97 I INITIAL RELEASE I J BONN 1 17MAR98 MASTER PLAN G.CAIN X 2 07DEC98 I LAYTON RESI. GEORGE 3 59'-4" -- --- 24'-0" I #5 REBAR 1 #5 REBAR BEYOND 1 #5 REBAR z z a I CONC SLAB g I Z I URBONCYSSLLAB EL -- n I ONC SLAB a 6 �..., in ® N 1 N' 1 1/2" N' n 9' 0" - m 5/6" CURB 1 I 1 1 1) FF FF FF ---- U e FG 1 FG9/�;Au - III _ 4„DRIVEL (1)#5 CONT I _I -s TI�_11=I II - - - - - --L-�30"SQx24"DEEPCONC TUB/SHWRJ FOOTING W/ (3 )#5 EW I Ir 3 MIN COVCONC FOOTING (2)#5 CONT 8" BEYOND(2)#5 CONT P I l i I I- - 3" MIN COV 3" MIN COV 5 i/2 PLUMB FRAME NG WALL j I I04 I I I BEARING FOOTER FOOTER ®iGD CURB SECTION (BEARING) 3 1 SCALE: 1 /2" = 1''-O" 2 'SCALE: I I c I 1 /2" = 1'-0" SCALE: 1 /2" = 1'-O" 0 1V-2" 1 I 6,-2" 5-1" 5"-10" 2'776" 4'-7" 11 I I N 0 I II � i a #5 REBAR 1/2" DIAx1O" AS Z I NC SLAB r - iN N CONCRETE AS PER L FOUNDATION S I 030" O.C. MAX (6 " MIN EMBEDMENT) N VARIES �- - - FF FF 10'-4" I o _ 1 CONC SLAB _ X 7r -X 8" VARIES X V I h q L -I _(i)#5 , -� 1-1I CONT(2)#5CON(2)#5 CONT 29'-0" `ao 3'-7" ie-V 2'-10" 10" 8'-4" 3" MIN COV 1'_0" 3" MIN COV 1'_p^ NON LOAD BEARING 7 5/8" CMU LOAD BEARING INTERIOR STEP (5 E-XTERIOR STEP (BEARING) %a1 INTERIOR STEP DETAIL 5 1/2" FRAME I; I I PLUMBING WALL U SCALE: 1/2" = i'-0" �.J SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-O" — --- PLUMBING I 3 1/2" FRAME it-- WALL -3 1/2- — i PLUMBING WALL m I IN ii�— «T�� N r-- I SHR 11 I 4NB0" II ,\ _ I #5 REBAR BEYOND CONIC SLAB II/coNC SLAB I [� ER I _ _ _ �}h/ I 0 1 /2" DIAx10" A.B. ��� a o - - 3 1/2" FRAME _ 030 O.C. MAX. CONC SLAB N 3 T 2" of o (6" MIN EMBEDMENT) 1 1 1/2" / 1 K 5 1/2" PLUMBING WALL -0" o VARIES �) W of \�31 11 I _ -X X-X FG --X - I _ a ( PLUMBING WALL �- - - - - o_ - a - _ II 3030 (2)#5 CONT 8„ -II—I )# CONT I COMP 1 CONIC - (1 5 _ d- � --------- -s ��*� I ^� 1 � I I,/AHUj t � 1 ,f 3" MIN COV IV, —III • t���� PAD 10" 8 3 )#5N 2 CONT - 1' II , I �, I �6 I 4 V MI CO 1'-0" " `jr 4" PVC01 INTERIOR BEARING THICKENED EDGE SL GLASS DOOR SECTION SCALE: 1/2" = 1'-0" �� 9 FOR COMP SCALE: i/2" = 1'-0" SCALE: 1/2" = i'-0" I #5 REBAR BEYOND 3'-O" _g" 8" VARIES 8" I/ z 1 CURB BEYOND 1/2" DIAx10" A.B GONC SLAB I w I SPACED PER I — I- - CONICSLAB CONN CHART —® 1/2" N 3 1/2" 1 (6" MIN EMBEDMENT) Lo 3/4 9 1/2" CONCRETE AS PER GENL FOUNDATION NOTES I N ° o I FF 7 5/8" CURB ROD a N I '� I*rnkT� 1_ (1)(1)#5 CONT N f,l L- (TT 2)#5 CONT (2)#5 CONT i I 3" MIN COV 3" MIN COV 7 mili, I I 1,- SECTION ®sHwR " SERMCE4DOOR SECTION EXTERIOR STEP ®BAY WINDOW 10 SCALE: i/2 = 1 -0 11 12 SCALE: 1/2" = V-0" I ® SCALE: i/2» = tr-0° - - I N 7 5 8" CURB I I pill-��� ii n 1c co I r I I THE I I THE BUILDER SHALL VERIFY THAT FOUNDATION NOTEBEARING I L I SOIL HAS A MINIMUM LOAD CARRYING A 1/2" DIA x4 1/2" LG. MIN. CAPACITY OF 2,000 POUNDS PER SQUARE FOOT, WEDGE ANCHOR MAY BE L�]JJp - O I 26" SO x 12" DEEP - - - - - - - - " BF - - IF A LESS SOIL BEARING CAPACITY EXISTS, OBTAIN USED IN LIEU OF 1/2" DIA THE ENGINEER'S RESPONSE BEFORE POURING FOUNDATION J-BOLTS. ANCHORS TO BE FOOTINGS, AS FOUNDATION REVISIONS WILL BE REQUIRED. -9" BFF LOCATED NO CLOSER THAN CONIC FOOLING W/(3) THE BUILDING OFFICIAL MAY DETERMINE ON INSPECTION 1.25" TO EDGES AND 6" #5 EW-TYP 2 PLACES THAT FOOTING EXCAVATIONS REVEAL SOUND VIRGIN SOIL FROM CORNERS AND ENDS. o SUITABLE FOR FOUNDATION FOOTINGS. HIS SIGN; -OFF IN SUCH CASES WILL BE ACCEPTABLE. 3'-0" CONCRETE SIDEWALK 16'-0" CONCRETE DRIVEWAY 4'-0" _ 13'-3" SEE SHEET Al NOTE: FOR PLACEMENT '-10" 2'-0" 4'-2" 2'-0» V-10" _ 8'-3' 11'-0" s'-3" 2'--D" 16'-C" 2'-0' A/C COMP LOCATION OF VERTICAL GENMAS.DWO 10/07/98 MAY VARY- VERIFY ;REINFORCEMENT, `/,� LOCATION W/ SURVEY !�icE�Es /, SEIZI�S _ GENERAL MASONRY NOTES �1 11'-10" 27'-6" 20'-0" 1. MASONRY CONSTRUCTION SHALL CONFORM TO SBCCI LATEST EDITION T d AND ACI-531-95 a�}^-� I SIP �� 2. CONCRETE BLOCKS To CONFORM TO ASTM-C90 WITH, f'm=1500 pci �� a — 3. MORTAR SHALL COMPLY TO ASTM C-270 TYPE "M" OR "S". o 59'-4" 4. REINFORCE WALLS CONFORMING TO ACI 530-95 AND AS SHOWN ON ® 0 PLAN AND SECTIONS USING VERT. #5 IN GROUTED CELLS WITHI PROPER -- OWLS AND CORNER BARS CONFORMING TO ASTM A-615 4 BEDROOM SHOWN ■ ON SHEET A-1, CONIC BLOCK TO BE FILLED SOLID EILEEN ISLE — 5. WHERE w/ Pool. BATH WITH GROUT f'c=2500psi-MIN. FOUNDATION PLAN ELEV "D" GENERAL FOUNDATION NOTES: LAYTON RESIDENCE 1. CONCRETE TO BE MIN 3 1/2" THICK OVER CLEAN, TERMITE TREATED, SCALE: PLAN III2092P7BR SHEET ^, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. ALLOWABLE TOLERANCE 1 /4" = 1'-0" I`J` 2. CONCRETE SLAB TO CONTAIN 6"X6" #10/#10 WWM, (MIN 1" GOV) OR AS FOLLOWS: UNLESS NOTED PSL-195S DOWEL ROD R PAIR NOTES: SYNTHETIC FIBER REINFORCEMENT. J-BOLT PLACEMENT t2" IDRAVIN BY: TYPE: RE4190N: 3. CONCRETE SHALL HAVE A MIN SPECIFIED COMPRESSIVE STRENGTH OF DOWN POUR PLACEMENT t8" JASON BONN BLOCK 1 NOT LESS THAN 2500 PSI, Dx er. 4. ALL 97 HOOKS ARE TO BE EXTENDED 9" MIN BEYOND THE TURN. FIELD TABLE OF CONTENTS HERNANDEZ PLATE VARIES 1 IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR BENDS ARE To BE DONE COLD AND THE DIAMETER OF THE BEND, ANY INFORMATION NOT COVERED I CERTIFY THIS Bqz IS LOCATIONS, DRILL 51` INTO CONCRETE (NO CLOSER THAN 3-3/4' FROM EDGES MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS THAN (6) SHEET # DESCRIPTION WITHIN THIS DRAWING IS SUBJECT DESIGNED- ALGA gE AND 5' FROM ENDS F CAP WALLS), REMOVE DUST PER MFG,'S INSTRUCTIONS BAR DIAMETERS. TO LOCAL CODE REQUIREMENTS 5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1 1/2" S1 FOUNDATION PLAN / DETAILS THIS DRAWING SUPERSEDES WITH CHAPTER 1 06 ' 'THE AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI IN BOND BEAMS, HOOKS MAY BE ROTATED HORIZONTALLY IF REQUIRED AT FLOOR PLAN/INTERIOR DETAILS ALL PREVIOUS ISSUES. S EDIT. "FCI C-100 OR SIMPSON EPDXY -TIE, TO ACHIEVE MIN COVERAGES. A2 OPTIONS/UPGRADES (SALES) NOTICE TO HOMEOWNER: E1 EXTERIOR ELEVATIONS DEC 0 9 1998 M1 ELECTRICAL PLAN CALCULATIONS ARE BASED ON A FULLY ENCLOSED Muni BE COVERED -- _------- ---- 52 TRUSS LAYOUT NTH A PROJECTILES REESISTANNT S3 CONSTRUCTION DETAILS/NOTES SHEATHING DURING ANY WIND STORM. STRUCTURAL_S ONLY CD [7 fi 17-4-0 104 101 n 59-4-0 18-0-0 24-0--0 L101 C4 (LI � 10 "D - f 0 CD 00 I 1a1 02 102 u Q 0 BJ4 cc)_ 0 _ z (� = - = o = v) Q 00 v=i a d cU = <00 �I = Q BJ4 BJ6 J 2 BJ6 J8 0 J8 20 X u fn u v) J8 J8 SJ8 SJ8 A � Q Q Q Q� J8 SJ8 _ J8 SJ8 03 8 S J 8 10 02 J8 0 SJ8 J8 SJ8 J8 A JS J8 18 J8 J8 J8 J8 J8 J8A w/eLK J8 4 T3S g J8 4 T3S g J8 T3S 4 J8 0 5 (N T5 , 0 O 101 T4 HG2 101 T2 T4 T4 T2 T4 T2 T2GE 11-10-0 8-5-0 10-8-0 8-5-0 20-0-0 t OF CABLE TRUSS NOTE: GABLE END TRUSS END TRUSS STUDDED 24" O.C. FROM CENTER LINE TYR, - - - - TA18 BY HUGHES u PLACED 48" O.C. Ol1TSIDI OF GABLE END TRUSS NAILED 7-10d 1zD2 GABLE END ATTACHMENT SCALE 3/4" - 1'-0` -BOLT 48. G.C. MAX 7/16° DSB SHEATHING x FRAMING W/ HOUSE WRAP BUTTES TP SERIES CONN. FROM STUD T(1—� 2° X • 2x PT BOTTOM PULE BOTTOM PLATE S C EACH END \ + "SF£ ELEVATION FOR WINDOW SERIES 2X PT PLATE R �"J J-BOLT Lry, •?• (SEE MASONRY TO FRAME f DETAIL FOR PLACEMENT) EHUHO26 H EHUHO26-2 u EHUH28O-3-N SH4422 O TRUSS TO TRUSS CONNECTIONS BY PLY OF CONNECTED TRLUrSS IV'J MANUFACTURER DACPAM GROWGT CODE DESCRIPTION GMFNS N F W183-1 A GIRDER TRUSS NORMALMAX UPLIFT Nacres A EHUH26 1-PLY ROOF HNGR. 1-5/8 1 2 20 16D 10 10DX1-1 2 2385 2385 121X) HUGHcs AN EHUH 26-N 1-PLY ROOF HNGR. 1-5/8 1 2 20 HN20A 10 HN20A 3160 3160 1930 HUGHES B EHUH28-2 2-PLY ROOF HNGR. 3-1/8 1 2 32 160 14 10D NIBS NIBS 2155 IMG*Im BIN EHUH28-2-N 2-PLY ROOF HNGR. 3-1/8 1 2 32 HN2 4775 4775 2795 HUGHE6 C EHUH28-3 3-PLY ROOF HNGR. 5-1 8 1 2 40 i6d 5185 5185 2645 HUGHES CN EHUH28-3-N 3-PLY ROOF HNGR. 5-1 8 1 2 40 HN20A 16 HN20A 5335 5335 2850 TUTEES D JHA424 1-PLY FLOOR HANGER 3-5 8 1/2 30 ifid (6)tOd 3330 3330 975 HUGHES E UH26 1-PLY JOIST HNGR. 1-5 8 3 1160 11601 720 HucxFs ES UH26 L R 1-PLY SKEWED HNGR. 1-5/8 5-1/4 3 8 16d 3 16d 1180 20 HUGHES G EHUH46 1-PLY FLOOR HNGR. 3-9 16 5-1/8 3-1 2 6 11 10d 2875 95 HUGHES I HTHJ 26-18 HIP & JACK HANGER - - - 16 16d 2320 85 SMPSON J SUIT L 46 SKEWED HANGER 3-9 1 4-3/4 - $ 16D 4 16d 1065 15 HUGHES L SC 35X12 2-PLY-BEAM HNGR 3-5/8 11-1 4 - (14 10d 5833 50 HUGHES M NFM 45 3-PLY BEAM HNGR. 4-3/4 11-3 4 -eDM 14 10d 15HUGHES fil N HSU8016 GIRDER HGR. HEAVY 4-7 8 16 - SEE MANUFAC. SPECS. 10670 A00SIMP^oDN 0 HGUS3.25 f2 2-PLY ROOF HNGR. -1/4 10-5 8 - 56-16d 14-lfid 8350 780SMPSON P LSSU210 SKEWED HGR. -9 1 8-1 2 - (10)10d 7 10dx1-1 2 1390 65SIMPSON Q LSSU410 SKEWED NOR. -9/16 B-1 2 - 18 i6d 12 10dxl-1 2990 65 KANT SW R H04121F FACE MOUNT -9 16 0-9 1 2-1 2 18 t6d (s)t1M 2450 2450 9''0 NAIR SAG S HD4181F FACE MOUNT 16 - 2 2-1/2 28 ifid (8)1Dd 3810 3810 1 .15 KANT SAG T THDH412 FACE MOUNT 4-1/4 56 16d (14)16d 9475 9475 3,135 HUGHES U NFM 35xl2U MASONRY HNGR. -5/8 11-1/4 3-1/2 , R1 T 5) 1/2" BCL 5833 5833 3482 HUES HUGHES V NFM 35xl6U MASONRY HNGR. 5/8 I6 3-1/2 ,, q1 i 5) 1/2" BOL 58 33 5833 3482 mn BAY NNDOW FRAMING SCALE: 1/2" = 1'-0" GENERAL NOTES: _ G1 DESIGN PARAMETERS mNQeVR ILIe/NY (A) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) (1) ROOF LOADS: DEAD LOAD (DL)-17 psf (SHINGLES), 25 psf (TILE) UPLIFT CALLS: DL-10 psf (SHINGLE), 16 psf (TILE) LIVE LOAD (ILL) - 20 PSF (25% DURATION INCR.) (2) FLOCR LOADS: DL-15 pef, LL-40 pef (OX DURATION INCR.) G2 MINIMUM LUMBER GRADES AND SPECIES (A) INTERDR NON -BEARING WALLS - 2.4 STUDS 0 2'-0" O.C. SPRUCE -PINE FIR (SPF) STANDARD GRADE (OR BETTER) OR METAL STUDS. CRIMFER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. (8) FRAME BEARING WALLS - 2x4 STUDS O 16' O.C. TO 10'-0` LENGTH OTHERWISE USE 24. SPF GRADED LUMBER (OR BETTER). (C) HEADERS: SOUTHERN PINE, GRADE 2, (2)-2xl2 UNO ON PLAN OR DETAILS. NAIL PUES W/lOd GUN NAILS O 3" EDGES & 6" INTERM. (BOTH SIDES). G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SWILL NOT BE REDUCED IN STRENGTH. G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL 8E PRESSURE TREATED (PI) GS FRAMING CONTRACTOR 5 RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIS-91 SUMMARY SHEET (AKA: 'THE ORANGE SHEET. G6 GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS, WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK. G7 ANCHOR POSITIONS ARE +/- 1/2` OF 165/3328 PLYWOOD AS SSARA HOWN ONNTIPLANS 24/16 MAY BE USED IN LIEU G9 ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENTS' LATEST APPROVED ROOF COVERING MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED. TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON REQUEST. G10 MINIMUM DESIGN PRESSURE FOR OPENINGS IS +23.6, -25.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. 8d GUN NAILS ® 4` O/C ON EDGES & FIELD WITHIN 48" OF 101 &OOR/SUDING DOOR BUCK ANCHOR DETAIL SCALE 1/2" = 1'-0" OHUGHES PC4X4 HAILED 12-16d LC) HUGHES AAE4 NAILED 12-1f J-BOLT DRY WEDGE ANCHOR FIBER GLASS SHINGLES ANCH W/6 NAILS MIN. OVER TIN -CAPPED 15# FELT ON 15/32" CDX OR 7/16" OSB TRUSS ANCHOR SEE ANCHOR SCHEDULE 8" U-SHAPE CONC, BLOCK ALUM. OR VINYL. VENTED SOFFIT ALUM. DRIP OR VINYL ALUM. FASCIA OR VINYL 2x4 SUB -FASCIA SEE E 1"X 2" P.T. WINDOW BUCK STRIP ANCH TO BLOCK W/ 1-3/8" T NMLSO 6" O.C. #5 DWL�•10" 6" MIN EMS AND 25" LAP TYP. 8d GUN NAILS 10 6" O/C ON EDGES & IN FIELD USE RING SHANK NAILS LL 15/32" PLYWOOD C-D OVER 25' MEAN ROOF HT. or 7/16" APA RATED OSE TYPICAL NAILING SCHEDULE NAIWSL 9/26/98 EL t 3" PRE ENGINEERED TRUSSES II 2) HCDP BY HUGHES EA. TRUSS AILED 8-8d EA. - UNLESS 1THERWISE NOTED ON CONN. SCH PT 1x4 DOOR BUCK STRIPS ANCH TO BLOCK W/ 1-3/8" T NAILS, (2) ROWS O B" O.C. PITCH CUT END OF HEADER TRUSS BEYOND ,2) (2x8) HEADER (2) (20) CATS STRAPPED TO HEADER WITH RT1818 BY HUGHES 1/2" GYPSUM BOARD CEILING P.T. 04 WOOD POST COLUMN BASE SEE PLAN SEE FOUNDATION PLAN ozzo ENTRY DETAIL SB-3 SCALE: NTS �- 12 VAR. (— - PRE-ENG. WOOD TRUSSES SPACED 24" O.C. (1) #5 CONT.and #5 CORNER BAR W/25"'TYP. O LAPS and CONC. FILL fc =250 psi -8" U-SHAPE P.C. UNTEL #5 VERT W/6" MIN PROTRUDED INTO TOP U-BLOCK BEYOND rn MORTAR TYP "M"or"S" w a rP.C. SILL BY P.C. MFR. GROUT FILL BEYOND TYPICAL n w o K I <> N O ANCHOR / CONNECTOR SCHEDULE CONNECTORS TO BE HUGHES OR EQUIVALENT LEGEND MANUFACTURER OTY. PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT 101 HUGHES 1 TA18 7-10d TRUSS TO BOND BEAM 1169 LBS INDICATES ENTIRE WALL 102 HUGHES 2 TA18 7-10d EA. TRUSS TO BOND BEAM 2338 LBS TO THE CORNERS. X 104 HUGHES 2 HTA20 14-10d EA TRUSS TO BOND BEAM 4000 LBS 03 HUGHES 1 Hcto 18-10d TRUSS TO TOP PLATE 1210 LBS (HC10-2) (20-1Od) (1267 LBS) 1INRDICATESUSS TO S SPECIFIC HUGHES 2 HCDP 8-8d EA TOP PLATE TO STUDS LINTEL CONNF_CRON. HUGHES 2 HCDP 8-8d EA STUDS TO BOTTOM PLATE X THREE OR MORE1 J-BOLT 1/2"0 W/2" WASHER 0 1 D.C. (2" MAX FROM STUD) BOTTOM PLATE TO FOUNDATIO TRUSSES ONLY (OR WEDGIT) MIN. 6" EMBEDMENT OR BOND BEAM ( ) INDICATES ALL INCLUDED TRUSS TO TOP PLATE/ LINTEL CONNECTION. 0 HUGHES 1 HC10 I8--10d 1210 LBS X (HC10-2) (20-10d) TRUSS TO TOP PLATE (1267 LBS) 1 TOP PLATE FO STUDS TP4X 10-10d AT 4'-0" O.C. 1 BOTTOM PLATE TO SAME TP4X 10-10d STUD AT 4'-0" O.C. TOP PLATE TO STUDS SHEATHING SEE NAILING SCHED. & BOTTOM PLATE 1 J—BOLT 1/2 o O.C." WASHER BOTTOM PLATE TO OR WEDGIT MIN. 6" EMBEDMENT FOUNDATION OR BOND BEAM 207 HUGHES 1 WWUC (4) 3/4" THRU BOLTS TRUSS (BLOCK REO'D IF ONLY 5D12 L.BS 2-PLY) OR BEAM TO HHD8/1 HUGHES 2 HHD8/1 OA (3) 7/8" THRU BOLTS WWUC TO COLUMN (3) 7/8" THRU BOLTS & (2 COLUMN TO FOUNpATION HUGHES 2 HHD8/10A 5/8" J-BOLTS OR WEDGITS (OR BOND BEAM) 206 HUGHES 2 HST22 18-16d EA TRUSS TO STUD 3308 LBS HUGHES 1 WAM 24-16d & STUDS TO BOND BEAM 3/4"0 WEDGIT OR FOUNDATION 603 HUGHES 1 HC10(-2) 18-1Od(20-1Od) EAM TRUSS OR 1475 L,BS LEDGER 8d GUN NAILS O 4" O.C. 2x4 GABLE 8d GUN NAILS O 6" O.C. _g�ACINo O JOINTS AND EDGES GABLE END TRUSS 8d GUN NAILS 0 12' O.C. FIELD VARIES ClMON TRUSS TYP. (3) 10d GUN NAI TYR 44 FLAT BLOCK 1/2" GYP. CEL B D 48" O/C ANCH. 2x4 NAILER 2) 10d GUN N PER CONN. TA18 BY HUGHES - FOR PLACEMENT SEE GABLE END ATTACHMENT DETAIL 8d HATS/O 12oi COMMON GAB �iaAiae NIS D6 SCALE TUTS GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH (2) RAFTER LENGTHS OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24--0" MAX RAFTER LENGTH). (3) RIDGE BOARD SHALL BE 2x6 MINIMUM. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD & CLEAT USING HUGHES (1) HCDP CONNECTOR, NAILED 8-8d. ALL OTHERS TOE -NAIL W/10d. STAGGERING OF RAFTERS INTO RIDGE IS PERMITTED (+/- 3"). (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE, OR BETTER. .0. 48" D.C. F r PRE ENGINEERED TRUSSES (1) HCDP BY HUGHES /—PITCH CUT END EACH TRUSS II / OF HEADER NAILED 8-Bd EA. J/ 12 — lmw -TRU r(2) SS BEYOND HUGHES PC4X4 NAILED 12-10d(2) (2x4) NAILER NEE) HEADER (MIN) P.T. 04 WOOD POST HUGHES PA040 NAILED 12-10d 1 J-BOLT OR --� WEDGE ANCHOR �_ CMU COLUMN BASE SEE PLAN I " �• SEE FOUNDATION PLAN o407 RAISED GABLE DETAIL S SCALE: 1/2° = 1'-0" r-HUGHES 1714X� SEE PLAN FOR ELEV. 1Rtl' "'-"^' '•" �'"••• •,,",• 0 I 2-2X8 HUGHES RT1818 NNL 14-10d ACE NAIL FULL STUD JACK W/ 10d GUN ' AILS 0 12' O.C. STAGGERED 1 2" d J-BOLT OR .I. FULL STUD DGIT W/ 2'WASH o JACK STUD (2X4) SPF G 12 0 16" O.C. 'o I N PT(2X4) 6" NAX HUGHES TP4X TP N41L 10-10d EL3 O'-0 'I• TOP SLAB. FTG P.T. (2x4) CON. SEE FOUND. PLAN crc rnuu rnurn __ (2 HUGHES TA18- H Ul TO BLOCK OR R-30 AMON OVER CONNECTION TYR. OND. SPACE CEILING BOARD #5 VERT IN GROUTED CMU COLUMN Q \\ -COLLAR TIE HAS REQUIRED, SEE GENERAL VALLEY NOTES) \ HUGHES UH26 FASTENED TRUSSES BELOW TO PEAK OF PREVIOUS n9m TYPICAL WALL SECTION Yzsi SCALE: NIS CONDITION #1: STRAP IS 0' TO 3/8" AWAY FROM EDGE OF TRU55. NO REPAIR NECESSARY 18 CONDITION #2: STRAP IS 3/8' TO 1-1/2` AWAY FROM EDGE OF TRUSS, REPAIR: PLACE MAXIMUM 2X4 BLOCK BETWEEN TRUSS AND STRAP, BEND OVER PER DETAIL AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAYFROM TRUSS. REPAIR PER DETAIL USING HUGHES RT1818 ANCHORED TO WALL WITH (3) 1/4" X 2-1/4" TAP -CONS AND NAILED TO TRUSS WITH 7-10d NAILS, MAX 12001 UPLIFT /4" X 2-1/4" TAP -CONS STD. REPAIRS FOR STRAP MISALIGNMENT N.T.S. APPLES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ONEITHER SIDE OF WALL. 1:1) 14CDPL 0 END OF EAC Hz- FRAMING MEMBER. (SEE VALLEY NOTE #4.) �.� .,," ,,,,....... (2-2x4) CLEAT UNDER VALLEY FRAMING' ATTACHED TO EA. TRUSS BELOW WITH HUGHES HCDP CLIPS VALLEY FRAMING DETAIL N.rs. IF OVER SHEATHING, CUT HOLE & BEND HUGHES RT1218 (OR EQU/BETTER) AROUND Vallfram.dwg REVISED 7/9/98 TRUSS BELOW & ANCHOR W/ Lod NAILS. SPACED 3 TRUSSES MAX. & BOTH ENDS OF MEAT. 16. PT 2x8 ' A (1) #5 CONT. FOR TORSION SPRING `s (AS REO'D) SEE EL ----- --; — — — — — _— — I i (1) #5 CONT, _--___-- P72x6�_ 1/2" CIA WEDGE ANCHOR ATTACHED WITH SHOT IN ) I I M 3 1/2` EMBED. I CASE HARDENED NAILS 'HNH I I I I I PT 2EAC `V I TYP. EACH END g"-0" I I b d I I 1/2" DIA. J-BOLT I FIR OUT WALL OR DRYWALL W/2" WASHER TYP. * I I I ATTACHMENT. (1)#5 CONT. — ;H I I Ib (1)#5 CONT. A 1/2° CIA x4 1/2" LG. MIN. N II (�— WEDGE ANCHOR MAY BE d II USED N LIEU OF 1/2" IXA i I I' J-BOLTS. v II I FOOTING AS PER FOUNDATION PLAN GARAGE POST - —L SCALE: 1/2" = 1'-0" /5 DWL W/ 25" O/LAP MAX. 1/2' a J-BOLT OR 48' WEDGIT W/ 2" WASHER BLOCK WALL TO INTERNAL 80 BEARING WALL SCALE: 1/2" = V-O" PRE ENGINEERED TRUS (1)HC10 BY HUGHES (OR EQU/BETTER) EACH TRUSS -UNLESS NOTED OTHERWISE ON CONN. SCHEDULE (2) 2X12 HEADER -I SC 35X12 BY HUGHES FASTENED WITH 1/2` J-BOLT OR WEDGTf 1/2- GYP. CEILING BOARD SEE PLAN — FOR DIMENSIONS AND REINFORCMENT 32 PORCH DETAIL X!Ty SCALE: NIS SEE ELEV FOR &tG U Cac kdbuitmi rAtiq CARRIER EITUR A co 2TION 22,( 2.5 TON 28; 3 TON 34,, 33TON 40,_ 4TON 46,( GOOOMAN/JANM Ca TENIl'STA o COOL41E 3.5 TON 40,50014C 0 � o T_ CJ= i R m ar I 0 N C r 3 m m �o i r\ a J a r wLij I REV 0 2— 3 WEATHER HEAD. - r W/3 UM z" PVC OFFSET 150 AMP W/.3 #2/0 1111INN� PANEL ALUM 150 At PANEL J� — II1L METER 150 2/0 A!AMP DI C. -#4 COMER I_ - SERVICE CABLE CU TO COLD WA1ER PIPE AT HOSE BIB ----GROUND 5/8"x8' GALV. DOWN ROD nUv. GRND. LEC. idS-1-R 2" PVC OFFSET W/3 q2/0 II -II -IN ALUM _ - 2" PVC W/3 1\1/J9/0 1HfiN ALUM I AMP 50 AMP ` 2/0 •';I DI C. METER SERVICE CARU'. A4 COPPER CU 10 COLD WATER PIPE AT HOSE BIB _�--GROUND 5/8"x8' GALV. DOWN ROD UNU-\ G1M ELEC, (MISER NOTE TO BUILDER: ALL PLUMBING WILL COMPLY 10 1994 SBCCI PLUMBING CODE. F CTRICAL_ SYMBOL LEGEND S SMOKE DETECTOR CDCH S3 DIMMER SWITCH SD 110 V OUTLET DIRECT WIRE ITALF-HOT PLUG. PHONE JACK 220 V OUTLET. TV JACK W v WALL MID LIGHT- CEILING FAN PREWIRE ONLYG. CEILING MOUNTED U LIGHT FIXTURE � FXHAUST FAN RECESSED CAN TIGHT FIXTURE ILOOD LIGIIT REVISIONS _ DALE DESCRIPTION INIIIAI`RELEASE FLIP 10 LEFT _ ORWN BY APPROVAL 17JAN97 T8NOV97 —X— J BONN _ G.CAIN' X —X — X --_ I-AV007- F'r1A1?A SLRll,S F i M c it l 1 III •.-, 0 o ® .. U EILEEN ISLE — nj Poo asnre ELECTRICAL PLAN RESIDENCE 1 /4" = 1.-0., rIA" 209297BL aiEFT UNLESS NOTED %XX%X M I JASON BONN _ BLOCK nFCV BY: _ f1ERNANDEZ PLATE VARIES ANY INfORMA11(>N NOT COVERED I CERTIFY 11115 BUfLQING'IS NIIIIN'THIS DRAWING IS SUBJECT 10 LOCAL CODE_ REQUIREMENTS DESIC,NFf) IN ACCORDANCE THIS f1RAWING SUFE.RSEUES WIIFI CHAPTER 1205 OR 11606 ALL PREVIOUS ISSUES. OF THE SRCCI FOR In0 MFII. NOTICE TO WOMEOWN_FR: rm IAA1ICWS ARE ?ASE.D (W A F10Y rWryn^.rn ' ' NG WHIQV�! lil(f[ . ANQ 011 { ! IIIP I i