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3102-3 Plan(TYP.) in 11 IRWIN LEr-T ELEVATION REAR ELEVATION RICA+4T ELEVATION 1/B'=I' -0' ROOF GENERAL NOTES- A CONTRACTOR SHALL PROVIDE ATTIC VENTILATICN AS PER CODE B. PROVIDE FLASHING a ALL VALLEYS, PITCH CHANGES AND AT VERTICAL PLANES. C. PROVIDE FLASHWGG AND COUNTER FLASHING AT CHIMNEYS A MIN OF S' ABOVE ROOF SHEATHING e CRICKETS AS SHODUN D. RAFTERS WILL BEAR DIRECTLY ON TRJ55E5 OR BLOCKING 13ETUEEN THE TRUSSES. E. HEADERS TO BE A MINIMUM OF 4X10 DM WAD F. PROVIDE DOUBLE FELT UNDERLAYMENT FOR COMPOSITION ROOFIN G. (TYPJ FOR 61-OPE5 UNDER 4:11 DESIGN CRITERIA TABLE R301.20) M =7AL TIES Max 7 <' o7c HORI?ONTAL e VERTICAL SIDING PER PLAN TYPICAL FLASHING SEE TYPICAL WALL SECTION FOR TYPICAL EXTERIOR WALL CONSTRUCTION BRICK VENEER UV 1' AIRSPACE BEHIND GEN ER DAP ON FINISHED WALL ,,, ';,L,`,2 CAPSTONE �EAAPTWELRA�RNF515TANT MORTAR semr� BED 7x6 DBL. PLATE 7x6 FRAMING SHEATHING GROUND 5NOW LOAD 25 W Nq SPEEq f M.P.H.I $5 O co G. UNDERLAYMENT SHALL BE APPLIED IN SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE 4 LAPPED 1', FASTENED SUFFICIENTLY TO HOLD M PLACE. END LAPS SHALL BE o FSET BY 6 FEET. VENTILATION CALCULATIONS 8 REQUIREMENTS AT LEA57 50% 4 NOT MORE THAN 80% OF REQUIRED VENTS SHALL BE IN UPPER PORTI ON OF VENTILATED ROOF SPACE (MIN. Y ABOVE SAVE OR C40WICF VENTS) WITH THE BALANCE OF REOIRD VENTILATION PROVIDED BY EAVE VENTING. PER IRC 606.1 ENCLOSED ATTICS AD EN0.05ED RARER SPACES FOR WHET E CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CR065 VENTILATION OF EACH SEPERATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WIhH VB MIN T 14' MAX OPENINGS. SAVE VENTS ARE INSTALLED INSULATION SWILL NOT OBSTRUCT THE FREE FLOW OF AIR (MIN. I' SPACE BFTLEEN INSULATION AND ROOF SHEATHNG e VENT LOCATION BAFFLING OF THE VENT OPENINGS SHALL BE INSTALLED. BAFFLES 5"L BE RGID AND (WIND- DRIVEN MOISTURE RESISTANT, If FEASIBLE BAFFLES SHOULD BE I1,15TALLED FROM THE TOP OF THIS OUTSIDE OF THE EXTERIOR WALL, EXTENDING INWARD, TO A POINT 6' VERTICALLY ABOVE THE HEIGHT OF NON - COMPRESSED INSULATION, 4 IT VERTICALLY ABOVE LOOSE FILL INSULATION. (ALL CALOJLATICNS WILL BE NET FREE AREA) d4IE: SAVE VENTING PROVIDED BY (3) -2' DIAMETER 1643 Sa FT. OF ATTIC AFZEA13ME114 5Q. FT. 'BIRD HOLES' PER SAVE BLOCK OF VENTILATION REQURED amm$a INCHES) 01h'Sq. In. PER BLOCK). HIGH VENT = 450 5 M. q� NOTE: UPPER ROOF VENTING PROVIDED BY T'xT' 5EI5MIC DESIGN CATEGORY - DI/D2 22 GA. GSM MASONRY TIE. (1) PER (7) SF OF VENEER AREA, (TYP. UNO) SEE INSULATION iAELc FOR INSULATION REQUIREMENTS SOLID GROUT i0 BOTTOM OF WEEP HOLES JOISTS SIZE r SPACING PER PLAN NOTE: SEE FOUNDATION DETAIL(5) AND FOR REBAR AND AB. INFOR'1ATI(% _ NOTE: FOR STRAP HOLOaw5, 5' WALL REQUIRED OR STRAP HOLD DWNS MUST CHANGE TO HTT22 WITH 5/6' THREADED ROD -EMBED 9' INTO THE PORTION WHERE THE WALL 15 AT LEAST S' THICK WEEP HOLES a' -m' OC. X + APPROXIMATE 4'-0' GRADE ' ;'.!. ''': ::Yy J j.; :.':,, - Max 3m' -m• HE IGHT TYPICAL FLOOR CONSTRUCTION ADJUST LEDGE FOR VENEER THICKNESS MAX THICKNESS a• 5DC DIeDi MAX 30' -B' TALL WHERE PLAN SHOWS MORE THAN 4' VENEER o„ - p Rr yTp,Q RIER RESISTANT R(21 R LATH MORTAR SETTING5ED MORTAR JOINT I D�U3c�n�b SHEATHING �EaARr41FER RESISTANT 2 LATH MORTAR SETTING BED CULTURED STONE MORTAR Jowl 7x STUD WALL INSULATION ( WNERE OCCURS) I O U W -�j l7 m 14 WEATHERING MOD _ I- FR05T LINE DEPTH e 12 TERMITE 5L IGHT/ OD DECAY SLIGHT WINTER DE5IGN TEMP. 26 ICE 5HIELD NO BLOOD HAZARgS -I PCC IA,Sm AIR FREEZING INDEX 50 MEAN ANNUAL TEMP. ° 50 Lau VW • 450 Sq. In. ROOF VENTS. (45 0 R PER WENT) A /A -I BRICK 4 STONE VENEER DETAILS i gr----- - - - --� IB' O.H. a RAKE (T .) ITYPJ I rr = — I I I� I I I I I I I I I I I I � I- I� o Ds. DECK DS — — —1B' O.H. a EA (TYP.) - _j_ o DS. I I I I I I I II II T I� � I I I 1 I I II II I II � II II II VIA I I I II II 2 0:1211 J _J o D.S. 8:12 Ire- '- -- _ =__ =_— �_ — :4 r1 r� r� L ®1— -- 1�J-- - -1OJ. ROOF PLAN 4' METAL GUTTER ON INS' IRS FASCIA IK4' R5 STANDARD GRID a I•ryT,up U—ii a 4 A q � � A R ROCK VENEER PER MANUFACTURER NOTE: FDN WALLS TO EMEND A MIN. OF 4' ABOVE THE ADJACENT FINISHED GRADE FOR WALLS FINISHED W/ VENEER PER DETAIL MA -I �0 FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAIKLE65 STEEL, OR ALUM (CORROSIVE RESISTANT) ro J' mil•.._ °a�� - �-�s� zV _ s S/) J5' --- - - - - -- cS'' -' i I I I I LTI-iiii,Eii-iiiii FRONT ELEVATfON SCALE: VS'•I' -0' NOTE: ADDRESS OR HOUSE • TO SSE POCvTED 4 PLAINLY VISIBLE FROM STREET FRONTAGE 4 U) W (D M (Y-) Ln co O � O • O O co (2-4 V) mill -" O co O O Q m N � N N CV m ° 0- 2 � w �, o � T � � m W I-- � 1 0 m r E O C O -0 O +O m > N L O 0 CE 0 d mill -" Note: Luminarles F,roviding outdoor II& permanently mounteed to the structure or upon the same lot, shall be high efficacy controlled by a motion sensor with Integ Washington State IEnergy Code 505.3 0 MAIN FLOOFz F-'LAN SCALE: lie' =I' -0' 5 -MIN. AIR EXCHANGE FAN 0 SMOKE DETECTOR, PERMANIENTLY WIRED OO TEMPERED WINDOW /DOOR (D than 5 feet to property fire - resistant construction Table R302.1 1 -51 -0302 a,b U) W ro rd D) W� c� W LCD oo (Y) O O O Q4 U 13'•8' 16' -0° 10'•4' 2'-0' 8' -0' r ti ' -0 5' -8' l'- 2' -2 " -0 3' -10' O m O N N Q I 9 C 04 00 °aX C) p ti r I '— W B C'7 N Q �� m :3 Tn e C M Q) L .0 v -C)) Q rY Q d 3/6x6/0 8H PATIO 0 16'x10' 0 8 X in LL m X a NOOK e e 8/0x6/1 SGD Q 5/0x6/0 SL 5 /0x /0 SL x 'V -0' CEILING - m N Projections less lines shall provide perlR( VVAC: Q I EXTENDED GREAT ROOM A3a © oQ 26'0x11'2 5' -0' CEILING ZERO CLEARANCE 9 © W j z DIRECT VENT GAS °? W) Oo NREPLACE - V.T.O. � I I 10' -I ' 4' -0' 2' -10' 2' -10' 3' -8' 5' -6' 10' -4' 10' -0' I I KITCHEN m N 10'4x15'6 5' -0' CEILING is OPEN RAIL - - - - - - REFER e BAR OPTION L — — -- - - - -- V ry PROVIDE TAIRWAY ILL © T16TION PER SECT R303L IR m — � /H � I �m I iv O IMPACT Bi A R TER - I5 E 1 AFJ FOf? CU I RA 8' DINING 50Y V.T.O. IT AND W/ - 2w' 10' -4. 10' -0, 9-0 CEILING PROVIDE 1-3/5' SOLID COR '� DOOR OR 20 MIN. FIRE DOOR 0 6' 5' 3' 'I 3- CAR RACsEA A, E X 121 2/58 29'2x21'0 I � m L80FF DN J /�Uj � - - - - cl ^— G fi i -- - - - - -L Ids Oy ° SO IT DN 8° is TYPE 'X' GYP. BD. s CLG. �I g - p9 8• V — DiALL—ItIARM ALL5 - -- - - - - -� LLI N G�4 2 142' 64. a ALL EXTERIOR WALLS DUCTS THROUGH WALL OR CEILING I Ili 6' -2' v I.6 COMMON TO HOUSE MIN. 26 GA STEEL e NO DUCT OPENMGS 1N GARAGE STUDY 0 H BLDG. LN. ABV. -6 — — — — — — — -- 10'x11'10 O'CEILING FLOOR LINE ABV. - �._-- - - - - -- �9'- I I I I I I PROVIDE STAIRWAY ILLUMINATION 'A I — — — — — — — — — — 4— O.H. SECTIONAL GARAG D OR e M PER SECTION R303b IRC EXIT DOOR LANDING TO BE 5 IT N 8' I 16/0x8/0 OH. SECTIONAL 8/ x8 /0 RAGE DOOR v L — MIN. ly' 1 MAX l'4' BELOW — J — — — _ THRESHOLD PROVIDED DOOR DOES NOT EWING OVER LANDING EGRESS - EGRE55 ( ) 3/0x6/0 H CO FRONT�CHFRONT 4 9 e a e x a .ing that are FLOOR FLAN CALCULATIONS other structures luminaries unless 2' -0' T -6• T -0' 1' -9' 3' -6' I' -9' 2' -0' 1' -9' I6' -0' I' -9' ' -0 6 -0' -0 MAIN FLOOR: 1,314 SF. al photo sensor. UPPER FLOOR: 1,188 SF. TOTAL: 3,102 S.F. II' -0' 1 9' -6' 10' -0' GARAGE /SHOP: 898 SF. MAIN FLOOFz F-'LAN SCALE: lie' =I' -0' 5 -MIN. AIR EXCHANGE FAN 0 SMOKE DETECTOR, PERMANIENTLY WIRED OO TEMPERED WINDOW /DOOR (D than 5 feet to property fire - resistant construction Table R302.1 1 -51 -0302 a,b U) W ro rd D) W� c� W LCD oo (Y) O O O Q4 [ A -2 I U r ti O m O N N Q I C 04 00 °aX C) W ti r I '— W I�— C'7 N Q �� m :3 O O C M Q) L .0 -C)) Q rY Q d [ A -2 I I I a I rAj I I s I � 10921 r a, 4m' -0 16' -0' 10' -4' 4'4' '1'-10" J-0" I. 3..9, I. 3' -1' 1, 3''1' I, b''1' 3' -2' L 3' -4' L 3' -10' DECK 4/0x4/0 FX 216x3��10 fiH 16'x10' /0x3/ Om 0 a e o O x � �� SHWR SV.T.O. OT nnP EGR S5 E RE58 4 /6x5/0 SH 2/ x5 /0 SH �rl, \ CIO �0GFM F — — — — — — — m OPTIONAL v.T.o. m ZERO CLEARANCE �./ a DIRECT VENT GAB I `\ z FIREPLACE - V.T.O. I ® / ~I o X2/4 HG �I � I I r 1 = I I MASTER SUITE — II' 10\ — 8 q' g• I1' I B' -0 CE ' GEILIN4-0' I III I I 6 I I 6 W.LG. I BEDROOM 3 11'x9'8 I I 11'x11'8 131-01 I I I U��_Q i� 50FF T DN 8' x 8' -0' CEILING EGRE66 ) 3/0x5/0 SH '0 5EDROOM 2 / 10'x13' G 8' -0' CEILING \L 5ITTIN5 OPTION '0 H1 H 3' -2' 1'.-01, 4' -4' I. 1 � V PROVIDE 5TAIRWY IL"IN PER SECTION R03b II � N 8 © x a 8 —• � I BEDROOM 3 dND 11'x11'8 131-01 x 8' -0' CEILING .n w 8,_6• 3, -4, X2/6 HC I` 610 E31 -PAS5 6 /\ V /8HC LINEN \2 Res \ \ 5 SHELVES N > F- L) a\ XN / / 8'• R UTILIT Y 3' -2' S' -4" 3' -6' 2/0 H 6'10x9'8 / 5o CFM O ZQ z/0 HC BEDROOM 4 0'x12,10 V -0' CEILING . _. � I I � I EGRESS C2 3/0x5/0 H Note: Provldei 120 sq. Inches of make -up air for the I utillty area. With drying equipment approaching 200 1 cfm, whole house fans of 150 cfm, andthe potential use I of gas equipment needing combustion air, make -up air I I is necessary. Investigate the use of a trans Fer grill L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ above the door to meet this requirement. See IRC COVERED PO CH LINE BEL W MI301.1 4 IMC 504.5 E CEILING 3' -6' e N �L LINE N RES 5/0x2/6 TUB a SHWR 50 c2,!, C\\ 0 t \, V.T.O. \ az/6 He OPT. CLOSET �I 1 f A II II // \� II ILA �y T -4. EGRE66 3/0x5/0 H I y 4: 1 M r, N I LL I m 8 x a 8 —• � I 4' -II' 4' -1' 3' -I0' 3' -4' 3' -10' 3' -1' 2' -4' 3' -1' 3' -10' 3' -4' 3' -10' ill-01 11 8' -6' II' -0' , uRRER FLOOR FLAN SCALE: Ins ° =I' -0' 5 -11IN. AIR EXCHANGE FAN O 5MOKE DETECTOR PER`IANENTLT WIRED (�) TEMPERED WINDOWIDOOR OT I M 9 V1 rof� m v 1 x O O W v 2,o U) I ^� ) �./ U 1 C) W NO 1 N o0 Ow M_ L c J . E Mz �° r� a) CD CL O a- re o a) Mw00 1 OI %+ r N m O O M O 0 Of k -3 TI'FICAL INSULATION SCNEpULE INSULATION PER WSEC REQUIREMENTS A A WALLS FLOORS CEILINGS 546Et1ENT WALLS CRAWL SPACE WALLS 2x 5TUD5 a 16' o/c �'y' DRYWALL 4,' DRYWALL O n O� � WATER NEATER SEISMIC STRAPPING PER - MANUFACTURERS 5PECIFICATIOt SECURE SHAPED 2x10 SPACER TO 2x4 m CLEATS WITH (5) -16d NAILS SHAPED 2x10 5PACER5 WILL BE CUT TOG INSURE A TIGHT FIT TO WATER HEATER WATER HEATER STRAPS WILL RE515TG LATERAL FORCES EQUAL TO 100% OF GRAVITY LOADING z L GARAGE FINISH -0 FLOOR PRESCRIPTIVE R -21 26c GAL. FLASHING 2X DECK FRAMING 6 SURFACE MATERIAL (SEE PLAN FOR SIZE %AND SPACING) P.T. 2X63 LEDGER 100) IOd NAILS 32' OL. 1/2' (A.V T-IRJ BOLT 32' Q.O. (TYPXUNOJ 'SIMPSON' LU28 2MAX (EACH JOIST) R -38 I I /A -3 DECK LEDGER DETAI WATERPROOF DECK COVER W/ R- 10 APPROVED WATERF -ROOF MEMBRANE SLOPE 1/4' PER FT. MIN. R -19 11 1 !z4 CLEAT d I I �I MIN I I ",'DRYWALL �2x STUDS 0 16' O/c 2x4 CLEAT Note: Maxlmurm hot water temerature at bath tubs and whirlpools sha)II be Ilmlted to 120 degrees Fahrenhelt. the water heater shall not be considered a control to meet this requirem @nt. See UPC 414.5. Holes in the floor to the crawl5pace fcDr bath tubs and shower pans shall have metal screen Installesd with openings no larger than �2'. See UPC; 2x4 CLEAT 313.12. PLATFORM MUST BE ANCHORED TO WALL TYPICAL WATER HEATER DETAIL 40 G FLASHING AS S'M ] I I // I BLOCKING I I I I I I I I I I 1 V SHEATHIjR1EOJIFMED R SUBSTRATE I 1 CAULK AS 2x& W1 A I I 2x6 W/ ANGEL CUT (bFFJ� I I I I 1 I I I I I I MORTAR JOINT I , MORTAR SETTING BED FOR I CULTURED STONE PRODUCT = I I 36' OPEN AS 6HOWd COMPOSITION ROOFING ON 151 FELT 1116° OSB SHEATHING INSULATE PER CODE LJ 2x10' HF-2 JOISTS, o 16' O.C. IJ CRAWL SPACE 6 MIL. BLACK V15OUEEN VAPOR BARRIER SECTION A amino COMP051TION ROOFING ON 151 FELT 1/16' OSB SHEATHING INSULATE PER GODE COLUMN /PAINTED � 2x DECKING FTFDECK JOISTS PER PLAN SEAM PER CALCULATIONS at Hall Bedroom° 3 POST- PER PLAN 40 G. FLASHING AS SHOWN G. FLASHING AS 5HOILN (P.T.) BLOCKING I I COLUMN /PAINTED 2x4 FRAME I 34' T4G PLYW'D ATTACHED TO POST I 11T EKG, JOISTS e 16' O.C. 5/8' TYPE 'X' G.W.B. SHEATHING OR SUBSTRATE POST- PER PLAN CAULK AS REQUIRED I (P.T.) 2x4 (5PF) I `SHEATHItY OR SUBSTRATE 2x6 W/ ANGEL CUT (5PF) 2x4 FRAME ATTACHED TO POST Bath Dining SHEATHING OR SUBSTRATE A 2x4 FRAME MORTAR JOINT I I Garage ���� �pp�� E p 34' TdG PLYW'D CI1LRiTURED 5 Ot'E RD, CRT 1 I 2x4 FRAME 2x10' IHF"2 JOISTS a 16' O.C. I ATTACHED TO POST 2/A -3 TAPPRED COLUMN PORCH DETAIL I 3/4 -3 COLUMN 6, DECK DETAIL �1I 6 SECTION B STUDS a 16' O.G. J.C. MAX.) 058 SHEATHING IPOR BARRIER I 2x6' STUDS o 16' O.C. 9 (24' O.G. MAX.) Q, 1/16' OSB SHEATHING W/ VAPOR BARRIER U 1 M 0 W O rn O Lu TM— L c' J -0 . !_ 7 CC -0 o r L co C: ( 1 W ro H MM L n OO L ✓V MO W O O a 4 (� M. ) U) L r �� Bedroom 2 (24' W/ V, pMasEuite Bath 3/4' T4G PLYW'D 11W ENG. J015 S e 16' O.G. n Nook 5/8' 1Y PE 'X' G.W.B. Great Rm. u 5/4' T4G PLYW'D Extended LJ 2x10' HF-2 JOISTS, o 16' O.C. IJ CRAWL SPACE 6 MIL. BLACK V15OUEEN VAPOR BARRIER SECTION A amino COMP051TION ROOFING ON 151 FELT 1/16' OSB SHEATHING INSULATE PER GODE COLUMN /PAINTED � 2x DECKING FTFDECK JOISTS PER PLAN SEAM PER CALCULATIONS at Hall Bedroom° 3 POST- PER PLAN 40 G. FLASHING AS SHOWN G. FLASHING AS 5HOILN (P.T.) BLOCKING I I COLUMN /PAINTED 2x4 FRAME I 34' T4G PLYW'D ATTACHED TO POST I 11T EKG, JOISTS e 16' O.C. 5/8' TYPE 'X' G.W.B. SHEATHING OR SUBSTRATE POST- PER PLAN CAULK AS REQUIRED I (P.T.) 2x4 (5PF) I `SHEATHItY OR SUBSTRATE 2x6 W/ ANGEL CUT (5PF) 2x4 FRAME ATTACHED TO POST Bath Dining SHEATHING OR SUBSTRATE A 2x4 FRAME MORTAR JOINT I I Garage ���� �pp�� E p 34' TdG PLYW'D CI1LRiTURED 5 Ot'E RD, CRT 1 I 2x4 FRAME 2x10' IHF"2 JOISTS a 16' O.C. I ATTACHED TO POST 2/A -3 TAPPRED COLUMN PORCH DETAIL I 3/4 -3 COLUMN 6, DECK DETAIL �1I 6 SECTION B STUDS a 16' O.G. J.C. MAX.) 058 SHEATHING IPOR BARRIER I 2x6' STUDS o 16' O.C. 9 (24' O.G. MAX.) Q, 1/16' OSB SHEATHING W/ VAPOR BARRIER U 1 M 0 W O rn O Lu TM— L c' J -0 . !_ 7 CC -0 o r L W 0 Q 0 C C 1 O W � 1 00 C a) > o c� a) � -4 co C: ( 1 W ro H MM L n OO L ✓V MO W O O a `v (� ) U) W 0 Q 0 C C 1 O W � 1 00 C a) > o c� a) � -4 2x6 a I6' OD. ip� N 3/4" PLYWOOD 1' -3q• EDGE NAILING INTO 3 /4'745 RE -FLOOR 4 V-2- -7 BOTTOM PL. - SEE ETIG, PLAIN. HEADER PER P. 916 MUST LEAVE I3' cLF1+RANCE ARO.ND BEAM T I4" PLYWOOD BACK a GIRDER PER PLAN 2v W0. BLOCKING (TYP.) 3* PVC ROOF DRAIN Z I� 4' FERB. FIG. DRAIN W/ FILTER MEDIA WRAP 3/'4" ADJUSTABLE PLYWD. SHIELVES W/ HARDWOOD GLUED AND ERR BOARDS `m EDUCES (TYPJ IN N REICESSED ADJUSTABLE SHIELF STANDARD (TYP.) Im PLNSTIC LAMINATE ON 3/'4" PLYWOOD 3 /N" PLYWOOD EG 3/4.. (2) 1K PLYWOOD (TYP) p FG. BEAM TO W FLUSH \ WW TOP O WALL 8 k wvu MN FOUNDATION PINS FGAIN9T WAIL EXCEEDS 413' M NEIGHi� SUPPORTING BRICK VENEER FOUNDATION WALL �PRESSIIRE TREATED WOOD SEAT PER FLAN (recommended undo beam) i° STORY: 12' 6' 6' m v v FIREPLACE DIRECT VENT GAS ZERO CLEARANCE VTO, — - VAPOR BARRIER OVER EXCYMD OR FILL GRADE 4 7. ^ Plan A.. l' T STORY: IS' 6' S' FG. BEAM TO W FLUSH \ WW TOP O WALL 8 k wvu MN FOUNDATION PINS FGAIN9T WAIL EXCEEDS 413' M NEIGHi� SUPPORTING BRICK VENEER FOUNDATION WALL �PRESSIIRE TREATED WOOD SEAT PER FLAN (recommended undo beam) IIA-rol STORY: 12' 6' 6' m v v fiUle: BEE ENGINEERNG FOR REBAR AND CONNECTION RED. NOTE: cnv Iueexn niv.11 II — - VAPOR BARRIER OVER EXCYMD OR FILL GRADE 4 7. ^ Plan A.. l' T STORY: IS' 6' S' B' 10' N FwISRE. woo. T., V 15H o Hate roc 3 STORY: IB' B' 10' 3 STOREY: 8' S' @' 6' 6' 10' :3 N I 1 I u III N. FOUANDATIOg OIMC' -GIRDER PER PLAN 2' -0" IAaSTIC LAMINATE ON 3/'4" PLYWOOD 2x STUDS c i ELEVATION - SECTION A EDGE NAILING INTO 2X6 IS- OZ. PRESIDENTIAL COMP. SILL, - SEE ENG. (BEE ROOF PLAN) 30' FELT EA. COURSE 3' PVC ROOF SEE SHEAR WALL SCHEDULE FOR SHEATHING REO. OUTRINE OF SINK /A-6 GAS FIREPLACE DETAIL DRAIN MANUFACTURED TRUSSES WN cRE OCCURS 4' PERT. FIG DRAM W/ I (OR 2XRAFTERS 4 CLG, J515J FILTER MEDIA WRAP R -36 ELEC. IRE515T. INSULATION BLOWN -IN 3 /'q" ADJUSTABLE PLYWD. SHE_L ESrWP/) HARDWOOD R -30 ELEC. RESITT. AT SINGLE RAFTER / vAULi FG. �i TaP o� evc. uvT cnnL ucxt ss.. 'A' •g• '0: /� SEE ENGINEERING DETAILS V2' GYPSUM BD. CEILING \ MN FOUNDATION PINS FGAIN9T WAIL EXCEEDS 413' M NEIGHi� SUPPORTING BRICK VENEER FOUNDATION WALL �PRESSIIRE TREATED WOOD SEAT PER FLAN (recommended undo beam) IIA-rol STORY: D' 6' 6' v A r fiUle: BEE ENGINEERNG FOR REBAR AND CONNECTION RED. NOTE: cnv Iueexn niv.11 II 15TORY: O' 6' - w 2 STORY: 16' C l' B' 3 STORY: 24' B' 10' 2' -0" IAaSTIC LAMINATE ON 3/'4" PLYWOOD 2x STUDS c i ELEVATION - SECTION A EDGE NAILING INTO 2X6 IS- OZ. PRESIDENTIAL COMP. SILL, - SEE ENG. (BEE ROOF PLAN) 30' FELT EA. COURSE 3' PVC ROOF SEE SHEAR WALL SCHEDULE FOR SHEATHING REO. OUTRINE OF SINK /A-6 GAS FIREPLACE DETAIL DRAIN MANUFACTURED TRUSSES WN cRE OCCURS 4' PERT. FIG DRAM W/ I (OR 2XRAFTERS 4 CLG, J515J FILTER MEDIA WRAP R -36 ELEC. IRE515T. INSULATION BLOWN -IN 3 /'q" ADJUSTABLE PLYWD. SHE_L ESrWP/) HARDWOOD R -30 ELEC. RESITT. AT SINGLE RAFTER / vAULi FG. �i TaP o� evc. uvT cnnL ucxt ss.. 'A' •g• '0: /� SEE ENGINEERING DETAILS V2' GYPSUM BD. CEILING n. MI WALL AND Iwr Iry ¢RUVL.uvn¢ 1. AT BUILTIN GUTTERS PER IRC SECTION R103B. MN FOUNDATION PINS FGAIN9T WAIL EXCEEDS 413' M NEIGHi� SUPPORTING BRICK VENEER FOUNDATION WALL �PRESSIIRE TREATED WOOD SEAT PER FLAN (recommended undo beam) IIA-rol STEM WALL ASSEMBLY AT FOUNDATION W/ B AM POCKET CONNECTION 2' -0" IAaSTIC LAMINATE ON 3/'4" PLYWOOD 2x STUDS c i ELEVATION - SECTION A EDGE NAILING INTO 2X6 IS- OZ. PRESIDENTIAL COMP. SILL, - SEE ENG. (BEE ROOF PLAN) 30' FELT EA. COURSE 3' PVC ROOF SEE SHEAR WALL SCHEDULE FOR SHEATHING REO. OUTRINE OF SINK /A-6 GAS FIREPLACE DETAIL DRAIN MANUFACTURED TRUSSES WN cRE OCCURS 4' PERT. FIG DRAM W/ I (OR 2XRAFTERS 4 CLG, J515J FILTER MEDIA WRAP R -36 ELEC. IRE515T. INSULATION BLOWN -IN 3 /'q" ADJUSTABLE PLYWD. SHE_L ESrWP/) HARDWOOD R -30 ELEC. RESITT. AT SINGLE RAFTER / vAULi FG. �i TaP o� evc. uvT cnnL ucxt ss.. 'A' •g• '0: /� SEE ENGINEERING DETAILS V2' GYPSUM BD. CEILING II II III III III III I II SHELF STANDARD (TYP) III III I II III III MIN. FOUNDDATIONB IMSG / \W" \7� \` 1� III IIR \ T7 2 II vu .11N II I. ISUI ICK UN 5/4 %b hASGIA .urwAUL PER 1. I \') 1 STORY: 12' 6' 6' NOTE: SUBFLOOR 3/'4" PLYWOOD 3 SIORT: 24' 8' 10' A N01E: S'D CONNECTION Rg(IFBAR rS DING (SEE ELEVATIONS) Imo..,:... 1111. 1- ,11.11, uLVO. r..r�,� wR rani sa: cH• rLrw... su MN POUNDATION DIME ENGINEERED CONC. WALL RED IF BACKFILL SEE SHEAR WALL SCHEDULE FOR SHEATHING REQ. a su xaILER SUPPORTING BRICK VENEER AGAINST WALL EXCEEDS 48' M HEIGHT 1X6 STUDS a 16' OC. REQILIENi BASE Y FINISME. woo. cn.wx R -21 ELEC. RESIST. AT EXT. WALLS 2X' WD. BLOCKING (TYP.) MOD DING WIDTH PER PLAN �, GYPSUM BD. - 'n B' FLOOR 445E DxlSxsn anon t , BEAR <• Te. xLrwcu. suxrLO.x S /A -6 CsARACsE SLAB ON CzRADE IM JOUSTS 1 /A -6 ARCH DETAIL 2/A -6 BASE CABINET DETAIL 41A -6 ART NICHE DETAIL OPT. COL (SEEPL R -103B FLASHING: APPROVED CORROSIVE RE615TIVE FLASHING 514ALL BE FLOaR FlN15H FLOOR FINISH PROVIDED IN SUCH A MANNER AS TO PREVENT WATER INTO THE WALL CAVITY 3/4' TaG SUB FLOOR SLOPE %1/F1. 3/4' TNG SUB FLOOR OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FL JOISTS (SEE PLAN) FL. JOISTS (SEE PLAN) THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND BATE NSW.. (SEE GEL NOIESI u. SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WATER CRAIDLSPACE a' .. `O w' GYPSUM BD CEILING ENVELOPE. ROOFING PER PLAN SUB5HEATHIN5 A ? USE APPROVED CORROSION RESISTANT SIDING PER PLAN RIM JOISTS 'A FLASHING IN ALL OF THE FOLLOWING AREAS: HEADER Z- FLABHING — FLOOR FINISH BAR INSULATION (SEE WALL I. AT THE TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH PER PLAN INSULATION SPEC ABOVE! 3/4' 74G SUB FLOOR A MANNER TO BE LEAK PROOF, EXCEPT THAT SELF FLASHING WINDOWS ACCENT TRIM 30' FL. JOISTS (SEE PLAN) 1' CLEARANCE SIDING (SEE ELEVATICWSI R -30 ELEC. RE515T. INSULATION CONTINUOUS LAP OF NOT LESS THAN I�' OVER THE SHEATHING MATERIAL 15•BLDG. PAPER (OR TYVEK) AROUND THE PERIMETER OF THE OPENING, INCLUDING THE CORNERS Q VIV 0513 SHEATHING AT CRAWLSPACE DO NOT REQUIRE FLASHING. L 2x6 STUDS. S. D.C. �J /A -6 COLUMN 6 PORCH DETAIL 6MIL BLACK •YISCllEEN' 2. AT THE INTERSECTION OF CHIMNEYS AND OTHER MASONRY CONSTRUCTION e % m WITH FRAME OR STU= WALLS, WITH PROJECTING LIPS ON BOTH SIDES Q, � 2x6 P.T. MUD5ILL WITH a 7X6 P.T. MUD5ILL WITH UNDER STUCCO COPINGS. (MIN aP 2 PER PLATE '/I TIG FLOOR SHEATHING / / \� E %I t A.B. 0 12' O.C. AT 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND 51LL5. �r 2%6' STUDS a 16' CO. B NGP PER PLAN CLEARANCE (wnN Ir OF ANY CORNER) �� NON-SHEAR BLOCKING R AN /� z_ z FOR ALL AR WALL CHE WALLS UND, TA6' 050 SHEATHING __'c (SEE SHEAR WALL SCHEDULE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 4 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR W/ VAPOR BARRIER L E i W/INOF? P ANT CORNER) FLOOR ASSEMBLY OF WOOD CONSTRUCTIOK GIRDER PER PLAN n. MI WALL AND Iwr Iry ¢RUVL.uvn¢ 1. AT BUILTIN GUTTERS PER IRC SECTION R103B. JOISTS PER PL N \ Z- FLASHING 'ACCENT TRIM 1011 v M 12' 6' 15TORY: O' 6' 6' w PLASTIC LAMINATE ON 3/,'" PLYWOOD mr� e.n.x a Axcx 4X46 Pe GIRDER SPLICE) vrf� �/�� V' / /� —I— LMIK I' EMBEDMENT �,a /\ �� A 0 PERFORATED N FwISRE. woo. T., V 15H o Hate roc SHEAR WALL BOTTOM PLATE NAILING d ALL NAILING AT PRESSURE TREATED I STORY: 3 STOREY: 8' S' @' 6' 6' 10' :3 v tt � — 'IN„UL DAPPLE a EQVE VENTS � �� GX SOLID BLK'G W/ 2'X12' ^ 2 STORY: 0 W O 3 SiDRY: 18' I e' 10' II II III III III III I II SHELF STANDARD (TYP) III III I II III III MIN. FOUNDDATIONB IMSG / \W" \7� \` 1� III IIR \ T7 2 II vu .11N II I. ISUI ICK UN 5/4 %b hASGIA .urwAUL PER 1. I \') 1 STORY: 12' 6' 6' NOTE: SUBFLOOR 3/'4" PLYWOOD 3 SIORT: 24' 8' 10' A N01E: S'D CONNECTION Rg(IFBAR rS DING (SEE ELEVATIONS) Imo..,:... 1111. 1- ,11.11, uLVO. r..r�,� wR rani sa: cH• rLrw... su MN POUNDATION DIME ENGINEERED CONC. WALL RED IF BACKFILL SEE SHEAR WALL SCHEDULE FOR SHEATHING REQ. a su xaILER SUPPORTING BRICK VENEER AGAINST WALL EXCEEDS 48' M HEIGHT 1X6 STUDS a 16' OC. REQILIENi BASE Y FINISME. woo. cn.wx R -21 ELEC. RESIST. AT EXT. WALLS 2X' WD. BLOCKING (TYP.) MOD DING WIDTH PER PLAN �, GYPSUM BD. - 'n B' FLOOR 445E DxlSxsn anon t , BEAR <• Te. xLrwcu. suxrLO.x S /A -6 CsARACsE SLAB ON CzRADE IM JOUSTS 1 /A -6 ARCH DETAIL 2/A -6 BASE CABINET DETAIL 41A -6 ART NICHE DETAIL OPT. COL (SEEPL R -103B FLASHING: APPROVED CORROSIVE RE615TIVE FLASHING 514ALL BE FLOaR FlN15H FLOOR FINISH PROVIDED IN SUCH A MANNER AS TO PREVENT WATER INTO THE WALL CAVITY 3/4' TaG SUB FLOOR SLOPE %1/F1. 3/4' TNG SUB FLOOR OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FL JOISTS (SEE PLAN) FL. JOISTS (SEE PLAN) THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND BATE NSW.. (SEE GEL NOIESI u. SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WATER CRAIDLSPACE a' .. `O w' GYPSUM BD CEILING ENVELOPE. ROOFING PER PLAN SUB5HEATHIN5 A ? USE APPROVED CORROSION RESISTANT SIDING PER PLAN RIM JOISTS 'A FLASHING IN ALL OF THE FOLLOWING AREAS: HEADER Z- FLABHING — FLOOR FINISH BAR INSULATION (SEE WALL I. AT THE TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH PER PLAN INSULATION SPEC ABOVE! 3/4' 74G SUB FLOOR A MANNER TO BE LEAK PROOF, EXCEPT THAT SELF FLASHING WINDOWS ACCENT TRIM 30' FL. JOISTS (SEE PLAN) 1' CLEARANCE SIDING (SEE ELEVATICWSI R -30 ELEC. RE515T. INSULATION CONTINUOUS LAP OF NOT LESS THAN I�' OVER THE SHEATHING MATERIAL 15•BLDG. PAPER (OR TYVEK) AROUND THE PERIMETER OF THE OPENING, INCLUDING THE CORNERS Q VIV 0513 SHEATHING AT CRAWLSPACE DO NOT REQUIRE FLASHING. L 2x6 STUDS. S. D.C. �J /A -6 COLUMN 6 PORCH DETAIL 6MIL BLACK •YISCllEEN' 2. AT THE INTERSECTION OF CHIMNEYS AND OTHER MASONRY CONSTRUCTION e % m WITH FRAME OR STU= WALLS, WITH PROJECTING LIPS ON BOTH SIDES Q, � 2x6 P.T. MUD5ILL WITH a 7X6 P.T. MUD5ILL WITH UNDER STUCCO COPINGS. (MIN aP 2 PER PLATE '/I TIG FLOOR SHEATHING / / \� E %I t A.B. 0 12' O.C. AT 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND 51LL5. �r 2%6' STUDS a 16' CO. B NGP PER PLAN CLEARANCE (wnN Ir OF ANY CORNER) �� NON-SHEAR BLOCKING R AN /� z_ z FOR ALL AR WALL CHE WALLS UND, TA6' 050 SHEATHING __'c (SEE SHEAR WALL SCHEDULE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 4 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR W/ VAPOR BARRIER L E i W/INOF? P ANT CORNER) FLOOR ASSEMBLY OF WOOD CONSTRUCTIOK GIRDER PER PLAN PLATE MEMBERS STEEL NAILS R IRCL3193E POT DIPPED ZINC COATED GALV. STEEL OR STAINLESS C{ I I \\_._. _ I I� //\!SUBSHEATHING III - -_2 ' z MIrTF'aUA' B' 'C - III L. I T I I I tvol� FASTENERS FOR PRESSURE PRESERVATIVE a FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALV. STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER CO IM 1�/A 11 CICI 11.11 CAlll AI/1T/ -:IOC AAIf� n011 I Cf1 I IM1I CC nC ooc CG IBC n. MI WALL AND Iwr Iry ¢RUVL.uvn¢ 1. AT BUILTIN GUTTERS PER IRC SECTION R103B. JOISTS PER PL N \ Z- FLASHING 'ACCENT TRIM 1011 v .9 12' 6' 15TORY: O' 6' 6' w ? 1111. III I VML w,wL.I_ vCl. I VIV 4X46 Pe GIRDER SPLICE) vrf� �/�� V' / /� —I— LMIK I' EMBEDMENT �,a /\ �� A 0 PERFORATED 6 SHEAR WALL BOTTOM PLATE NAILING d ALL NAILING AT PRESSURE TREATED 16 r 3 STOREY: 8' S' PLATE MEMBERS STEEL NAILS R IRCL3193E POT DIPPED ZINC COATED GALV. STEEL OR STAINLESS C{ I I \\_._. _ I I� //\!SUBSHEATHING III - -_2 ' z MIrTF'aUA' B' 'C - III L. I T I I I tvol� FASTENERS FOR PRESSURE PRESERVATIVE a FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED GALV. STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER CO IM 1�/A 11 CICI 11.11 CAlll AI/1T/ -:IOC AAIf� n011 I Cf1 I IM1I CC nC ooc CG IBC U \ v I STORY: 12' 6' CD w = 1111. III I VML w,wL.I_ vCl. I VIV O O 2 stoRY: 16 r 3 STORY: 74' B' 10' A '' MIN FOUNDATION DING TREATED WOOD 5HALL BE RETREATED IN iNE FIELD IN ACCORDANCE WITH AWPA M4. 77)aZ-FLA5WlW. IDING PER PLAN SUPPORTING BRICK VENEER '/: TREAD AND 6MIL. VAPOR BARRIER RI5ER P CLEARANCE 544-6 PONY WALL CONDITION COPT.) I0/A -6 INTERIOR POST TO FOOTING: IS) : %2STRINGERS nN, ACCENT TRIM ILLUMINATION NOTES: PER IRC SECTION 3031, 83115.1 ALL INTERIOR AND EXTERIOR STAIRIMY5 SHALL BE 2 %4 NAILER TYPICAL FLASHING DETAILS a WALLS PROVIDED WITH A MEANS TO ILLD1INATE THE STAIR INCLUDING LANDINGS E TREADS. INTERIOR STAIRWAYS SUBBHEATHING 514ALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A LIGHT SOURCE LOCATED HANDRAIL TO BE PRESENT ON IN THE IMMEDIATE VICINITY rR THE TOP OF THE LANDING OF THE STAIRWAY. LIGHTING CONTROLS SHALL BE ON AT LEAST ONE SIDE OF STAIR 3/4' FLOOR SHT'G CONCRETE CANNOT BE POURED DIRECTLY AGAINST WOOD, WOOD SIDINGS, OR ACCE65111LI AT THE TOP a BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. HANOGRIP PORTION OF HANDRAILS MANUFACTURED SIDING PRODUCTS. NOTES: 4 OR MORE RISERS TO SHALL HAVE CIRCULAR CRO55 SECTION JOIST OR BLK'G HAVE AT LEAST ONE HANDRAIL OF I%' MIN. 4 P4' MAX EDGES SHALL HAVE CONCRETE CAN BE POURED AGAINST WOOD IN SUCH A MANOR AS i0 PREVENT RI NIN3 CONTINUOUS THROWN FULL A MIK RADIUS OF V¢'. JOISTS + G' o/c ENTRY OF WATER INTO THE WALL CAVITY OR STRUCTURAL FRAI'WNG COMPONE75 LENGTH OF STAIR ALL REQUIRED GUARDRAILS To BE 36' HT, 36' MAX HT. MIN N HEIGHT. E FLASHING a FELT PAPER PAVE BEEN APPLIED OVER THE 4' MIN E WOOD. WITH WOOD END SHALL RETURN To TIDING A I' VERTICAL CLEARANCE HAS IN BE MANN. V ED CAL BETWEEN THE SIDING a WALL OR NEWEL POST OR NOSING MIN'4' MAX i Vi' REQUIRED GARAGE DOOR THE CONCRETE. WITH MANUFACTURED 51DING, THE MIN. VERTICAL- DISTANCE OF I' VOLUTE HANDRAIL MUST BE OR STAIRS w/ SOLID RISERS L3 /A -C7 STAIR AT WOOD FLOOR CONN. HEADER HAS TO BE MAINTAINED OR AS STATED H THE MANWFACTURER'� INSTALLATION GUIDE. STRONG ENOUGH TO RE515T �„ A 200 LB, PT. LOAD IN • PLYWOOD FLR ANY DIRECTION. 4' SPHERE SHA1L SHEATHING '4' TREAD AND HANDRAIL To BE PREBEN ON NOi PA46 THR GH SIDING PRODUCT ON AT LEAST ONE SIDE OF STAIR 4' SPHERE 5HALL JOIST RISER HANDGRIP PORTION OF HANDRAILS NOT PASS HROIGH SHALL HAVE CIRCULAR CRO55 SECTION I.L (3)2x12 STRINGERS (MIN) TUCK CORROSION RESISTANT OF I'A' MN. It 24, MAX EDGE6 SHALL HAVE 'I" 2w CRIPPLE STUDS METAL FLASHING SUNDER SIDING A MIN. RADIUS OF III'. \� ALL REGUIREO GUARDRAILS TO BE 36' ', p e 16' GI 5WBSHEATHING MIN N HEIGHT. y- ? HU5210 -2 HANGER 14 PLYWOOD GAP (VARIES) SI PER TYPE OF SIDING LANDING, SHIES SIDING PER PLAN I' MIN. SEE 51DINGi SPECIFICATIONS �QP�' - (3) 2.12 STRINGERS (MIN) 1' CLEARANCE 1I) DEL. JOIST X >36 " '4' TREAD AND Z- FLASHING a RISER JST. a 16' o/c GARAGE DOOR r4•MIAX RISER HT. 12/A -6 STAIR AT FLOOR CONNECTIONS WRAPPING PER FOOT z l4 /Ad,_6 STAIR AT LANDING GONN- ll /4' PER FOOT MAX, kVLOPE FOR LANDINGS) L 10" MIN. TREAD DEPTH CORROSION RESISTANT INSTALLED 26 GA. °m FLASHING OVER 15• FELT INSTALLED EXTEND CONCRETE ANA) L FRAMING 6' SPHERE SUABLE TO PASS THROUGH OPENING NOTE: EXTEND FLASHING UP WALL FOAMING 4 ONTO CONCRETE FOU NTOATION. RI03B II/A-61 CsUARD 8 STAIR REQUIREMENTS SEE ENGINEERING SHEETS, CALCS AND TYPICAL FLASHING DETAILS o DOOR OPENING WOOD /CONCRETE FLASHING D tAiL DETAILS FOR ADDITIONAL REQUIREMENTS ! W �-4 W W 7) W41 W � V Ln oo FI x� m0 �\ W v O O� co w� [ A -5 ] U CD O O Q C) :3 Nm 0 W O T- i I -R-• W I-- co 0 N �, " p m C = O O Z •> p -3 J 1_ [ A -5 ] BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AND BY REFENCE THE 2009 INTERNAL ION RESIDENTIAL CODE ORC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (PS) ROOF DEAD LOAD = 15 PEP FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = a5 MPH WIND SPEED, EXPOSURE "B" 501L SITE GLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 ntal2Al rPITFPIA- TARI F R30120U GRC>I1ND SNOW WIND SPEED SEISMIC PE51GN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD UNDER- REOTMUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP 2,500 pet FROST LINE TERMIITE DECAY DESIGN TEMP. LOAD (mph) CATEGORY WEATHERING DEPTH 4X4 HF #2 - Fb =850 psi, Fv =150 psi, Fcal300 psi, E =1300000psi 4X6 14F 02 - Fb =850 pal, Fv =150 pal, Fc =1300 pei, E=1300000pa1 6X6 OR LARGER DF -L "I - Po=1200 psi, Fv =110 pai, Fc =1000 pal, E =1600000pei Z Q 5 SLIGHT- SLIGHI IT NO PER LOCAL 50 50 30 85 DI / D2 MOD 18 MOD Of T W yt, JURISDICTION_- _ CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDI nvno r IK M w ���: -- • IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT FRIOR TO PROCEEDING WITH WOW DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITE1M5 THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I- JOIST/BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS 51TE WORK GENERAL PER THE SOILS INVESTIGATION PROVIDED BY A GEOTECHNICAL ENGINEER, THE FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE 501L BEARING OF 1500 PSF. TO BEAR O FIRM UND SA BED TUR EARTH BELOW ORGANIC SURFACE SOULS. BAGKFIILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH I/4 "X3 "x3" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.G. UN.O. WITH MIN. T' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STEEL CONNECTORS CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4022 CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF 51 '/¢ SACK5 OF CEMENT PER CUBIC YARD CONCRETE "BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 60. OARPENTRY GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF RC TABLE R6023(1) ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRE55URE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3193. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT - DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON !0.131" DIA., 2 -1/2" LENGTH), 8d BOX (0.113" DIA, 2 -1/2" LONG), 10d COMMON (0.148" DIA, 3" LONG) lod BOX (0.128" DIA., 3" LENGTH), Ibd COMMON (0.162" DNA, 3 -1/1" LONG), Ibd SINKER (0.148 DIA, 3 -1/4" LONG) 5d COOLER (0.086" DIA., I -5/8" LONG ), 6d COOLER (0 .092" DIA., 1 -1/8" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE aAn ulaTan nPA1rN MINIMUM PROPERTIES UN.O.: JOISTS: MINIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRICTION MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION t OTHER CONCRETE NOT EXPOSED 2,500 pei TO THE WEATHER DF -L 2 - Fb =900 psi, FV =180 pal, Fc =1350 pei, E =1600000psi BASEMENT SLA55 N INTERIOR 5LA8 ON GRADE, EXCEPT GARAGE 2,500 pet FLOOR SLAB. CN BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS N OTHER 3000 psi (6% air entrained N- 1 %) VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER HP 02 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000pei PORCHES, CARPORT SLA55 N STEPS EXPOSED 3000 psi (6% air mltralned TO THE WEATHER N GARAGE FLOOR SLAB. CONCRETE MIXTURE SHALL CONTAIN AT LEAST OF 51 '/¢ SACK5 OF CEMENT PER CUBIC YARD CONCRETE "BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 60. OARPENTRY GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF RC TABLE R6023(1) ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRE55URE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3193. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT - DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON !0.131" DIA., 2 -1/2" LENGTH), 8d BOX (0.113" DIA, 2 -1/2" LONG), 10d COMMON (0.148" DIA, 3" LONG) lod BOX (0.128" DIA., 3" LENGTH), Ibd COMMON (0.162" DNA, 3 -1/1" LONG), Ibd SINKER (0.148 DIA, 3 -1/4" LONG) 5d COOLER (0.086" DIA., I -5/8" LONG ), 6d COOLER (0 .092" DIA., 1 -1/8" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE aAn ulaTan nPA1rN MINIMUM PROPERTIES UN.O.: JOISTS: WOOD TYPE: 2X4 Lo 2xa HF'2 - Fb =850 psi, Fv =150 psi, Fc =1300 061, E =1300000ps1 2X10 OR LARGER HF 02 - Pb =850 pal, Fv =150 pa4 Fc =1300 pai, E= 1300000pai BEAM 4X DF -L 2 - Fb =900 psi, FV =180 pal, Fc =1350 pei, E =1600000psi 6X OR LARGER DF -L 02 - Fb =815 psi, FV =110 psi, Fc =600 psi, E= 1300000pat .j CN STUDS 2X4 HF 02 - Fb =915 psi, FV =150 psi, Fc =1300 psi, E =I300000pel 2X6 OR LARGER HP 02 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000pei M F-05TS 4X4 HF #2 - Fb =850 psi, Fv =150 psi, Fcal300 psi, E =1300000psi 4X6 14F 02 - Fb =850 pal, Fv =150 pal, Fc =1300 pei, E=1300000pa1 6X6 OR LARGER DF -L "I - Po=1200 psi, Fv =110 pai, Fc =1000 pal, E =1600000pei GLUED - LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Flo = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,600,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICG EVALUATION REPORT. BEAMS DESIGNATED 45 "P5L" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 250 PSI, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS "LVL" 514ALL HAVE THE MINIMUM PROPERTIES: Fb = 2000 PSI, Fv = 285 PSI, PC = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIPMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED t STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DE6IGN5. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TIRU56 BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMP50N STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRU55 MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DE51GN DRAWINGS. R0OHWALLa00R 5HEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON a 6" OL. a PANEL EDGES AND 12" OL. IN FIELD U.N.O. ON 5HEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4" T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6" OL. a PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. .4,1 UPPER FLOOR SNEAIR WALL KEY PLAN SCALE: 1/8 " =1' -O" 12ffi / STRAP BO ALIGNE 1 D W I A sL \,. r ��T a x• � I I r� as m 211M H \ � II II II II � J � A STHDI4RJi �'L B]IDY aLVC Lx_uv_ I A81J66 L_ mrr�T vx a• J STHDIOR.0 ccvESs aeo vivsiv sxs I I I I I FIIDt LINE �BV.� 4 5THDI4 MAIN FLOOR SHEAR WALL KEY PLAN SCALE: 1/8 " =1' -0" _..__. -... . _ - - -- - ,,,- - r' ax -'=* No FED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAVED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (1UN.0.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 8d a 6" O.C. EDGE, 12" O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.4.1, NOTE (I). 5. ANCHOR BOLT SPACING 15 6' -0" U.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO 64REATER THAN 12" AND NO LESS THAN T TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Y "x3 "x3" WASHERS AT ANCHOR BOLT$. DO NOT RECESS BOLTS 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (UNO.) PER IBC TABLE 23063. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8e COMMON (0.131" DIA, A" LONG), 8d BO (0.113" CIA, 214" LONG), 10d COMMON (0.148" DIA, 3" LONG), loci BOX (0.128" DIA., 3" LONG), I6d COMMON (0.162" DIA, 31$" LONG), I6d SINKER (0.148" DIA, 31y" LONG), 5d COOLER (0.086" DIA., I e" LONG), 6d COOLER (0.092" DIA., I !B" LONG) T. y" No. 6 DRYWALL SCREWS (TYP'E W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR bd COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABU 2306.1 8. IN LIEU OF 3x VERTICALS AND BLOACKING AT PANEL EDGES, 2 -2x'5 W/ 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWCOOD EDGES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR TO WALLL5 WITH 8d EDGE NAILING AT 2" O.C. OR 106 EDGE NAILING AT 3" O.C. OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWN5 AND STRAPS OF EQUIVVALENT UPLIFT CAPACITY WITH CURRENT ICC EVALUATION REPORT OR SIMILAR MAY BE SUBSTITUTED FOR TH05E LISTED IN THE 5HEARWALL SCHEDULE WITH PRIOR APPROVAL OF BUILDING OFFICIAL OR ENGINEER OF RECORD. 10. SQUASH BLOCKS REQUIRED AT ENEDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. II.51MP50N MASAP MUD5ILL ANCHORS, MAY BE SUBSTITUTED (U FOR (U AT 2X SILL PLATES FOR THE e" DIA. SILL PLATE ANCHOR 5OLT5 SPECIFIED. I. UPPER FLOOR WALL PER PLAN W/ DBL STUDS ,GT STRAP , MINIMUM n 2. RIM BOARD PER PLAN 3. BEAM PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. STRAP TIE PER PLAN CENTER STRAP ON RIM a WALL TO WALL N CENTER STRAP ON FLOOR DIAPHRAGM m WALL TO BEAM 6. LOWER FLOOR WUA+LL PER PLAN W/ DBL STUDS AT STRAP MINIMUM TYf'IGAL STRAP TIE HOLDOWN 'a WALL TO WALL 8 WALL TO BEAM SCALE: %4" =I' I. SHEAR WALL PER PLAN W/ DEL STUDS AT HOLDOWN MINIMUM 2. STRAP TIE HOLDOWN PER PLAN INSTALLED PER MANUF. SPECS. 3. RIM BOARD PER PLAN 4. FLOOR JOIST SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN TYPICAL STRAP TIE HOLDOWN '@ FOUNDATION SCALE: a /a ° =1' 5ECT ION PORTAL FRAME CONSTRUCTION (FIELD BUILT) rHRU waLL `MJ SCALE: 0? =1' I. HEADER PER PLAN (MINIMUM 3" xIV4 ") 2 MINIMUM (2)1x4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF I6d SINKER NAILS e 3" O.C. TYP. 4. 5IMP60N LSTA24 STRAP TIE HEADER TO WALL ON INSIDE FACE 5. FASTEN SHEATHING TO HEADER W/ 5d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN a 3" O.G. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. %' MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING T FOR PANEL SPLICE OF NEEDED), PANEL EDGES SHALL BE BLOCKED W/ 31 OR (2) 2x, N OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING 15 USED, FACE NAIL W/ (3) I6d SINKERS. 6. 4200' STRAP TIE HOLDOWN PER PLAN 9. e" DIA. ANCHOR BOLT W/ T' MINIMUM EMBEDMEM. USE s)s'SQ "X2" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 0. FOUNDATION PER PLAN 11. SHEATHING FILLER IF NEEDED 12. 1000' STRAP TIE HOLDOWN PER PLAN co J Q w 0 J Q � N f- O � Z � J a �A Y vo Ii6 v b61��`0 3 � J mo�m� ��w9�nm m`p c 0 Qjmut z.E_2vF 1- u�� m~ 9 � 0 U N t -i EV161ON DATE: I INIT: I PROJECT k DATE: S 1 2.23 -I0 NIT: MM 5 PROJECT 410 J 00 rn .j CN 04 Z c M W C ._ L U) > M 00 0) r V) N c Q% Z Q 5 U LL N •� N 0 0 C U) = CN Of T W yt, W W iO in tL0 E N a w M EV161ON DATE: I INIT: I PROJECT k DATE: S 1 2.23 -I0 NIT: MM 5 PROJECT 410 0 U1 ND I i0 In 0 I V 0 0 M � I V 0 U1 I co � 57HD14RJ I C) in ABU66 �D I V 14' -0" >'Si:Il S2 24 24 2 �X 10 9 _ B 9 J 4X10 30 ". 7' -0 7' -13" 4' 40' -1]" 7' -0' -8" 10'-4" FOUNDATION VENILATION USE 14" x 7" SCREENED FDN. VENTS (1) VENT = .52 SQ. FT. NET FREE VENT AREA L 52 2 FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 4 300 52 TYP N.V.A. = QTY. OF VENTS REQUIRED _AB OVER R FILL STHD81FJ 8 = 8.42 VENTS REQ'D 300 4.38 4.2 ALIGNED W/ STHDI4RJ STRAP ABO T to ( 9 ) VENTS REQUIRED - - 52- - - sz 24 24 X X 24 4X10 4X10 -� 0 CRAWL SPACE ° 6 VAPOR BARRIEER EN -6" 8' -2" 4' -92 "r 4' -92" 24 X 24 E�4 9 y 4 X 10 $_ - ry X 10�.,F'� L J L -1 36 0 II 2 S2 F - - I X I o X24 X24 X24 4 x Im - - 4X10 p J p J -3" 7' -0" 7' -Wd 731- ° 2 II �p co - 24 4X10 9 771 \ 52 1 S2 F� I� 24 L L 36 STNDIORJ 4' CONC, SLAB OVER L - 4' GRANULAR FILL 0 o �Y I ° N C e LI L36 m -_J - 1 0 III III I I 7' -0" 7' -0" III - N III III-2x DIST�: xIII -� 24 24 24 1 _�i__ J III\J 1 5 III I S2 1112x JOISTS III S' -1" 11' -0 "III o III 51 I III S2 ° 24 24 J \�I BLOCKOUT FOR FURN J S2 =W/141 STHD14 - 2„ 4' CONC. SLAB D/ 4' COMP, FILL SLOPED 3' TOWARD DOOR I'll N I In N I V -- TYP 11-7 1 -71" 3X f .fi. SILL PLAT ES 16' -3° R.o. REQ'D IN SOME AREAS. 9' -6" 1' -0" REFER TO SHEAR WALL 40' -0 ° SCHEDULE ON SHEET SI NOTE: USE WIDE POST BELOW M FOOTING SCHEDULE USE P.T. POSTS BELOW 4 R BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. O18 P.T. POST ON 18" DIA. X 8" THICK CONIC. FOOTING U 2x STUD WALL W/ BASE PLATE NAILING PER O24 P.T. POST ON 24' DIA. X 12" THICK CONC. FOOTING ❑- P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 30 SHEAR WALL EDGE NAILING PER ❑� P.T. POST ON 36' X 36" X 12" THICK CONS. FOOTING W/ 3- # 5 BARS EACH WAY 36 SHEAR WALL SCHEDULE P.T. POST ON 42" X 42" X 12' THICK CONC. FOOTING W/ 4- # 5 BARS EACH WAY 42 FOOTING SIZES BASED ON 1500 PSF SOIL BEARING CAPACITY FOUNDATION / NAMING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SCALE - 114 " = I' -0II - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN 0 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, THAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE (2) U V 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3. SOLID CON "TINUOUS RIM BOARD TO NAILED TO SILL W/ Bd NAILS 6 6" O.C. SECURE RIM TO EACH JOIST W (2) 8d NAILS 4. FLOOR JOIST PER PLAN SECURED TO SILL PLATE W/ (2) 8d NAILS 5. 2X PRESSUFRE TREATED SILL PLATE UNO. IN SHEAR WALL SCHEDULE 6. "4 REBAR NORIZ ® 12" O.C. W/ (1) $4 e REBAR IN UPPER 12" OF STEM WALL (81 l s /e^ DMA. ANCHOR BOLT e 12' O.C. =' UN.O. IN SHEAR WALL SCHEDULE W T' MIN. EMBEDMENT 8. 04 VERTICAL -5 a REQUIRED, O.C. W/ © ALTERNATE Bl N T SETTING PERRMITTED (9) 9. (2) •4 REBAR CONTINUOUS IN 16" ® 2 STORY FOOTING 24" e 3 STORY SII FOUNDATION STEM WALL �� SCALE: " =1' E 3. SOLID CONTINUOUS RIM BOARD TOE (5 (4) NAILED TO SILL Al 8d NAILS 6 6" OC / SECURE RIM TO EACH J015T W/ (2) 8d z NAILS 4. FLOOR JOIST BLOCKING AT FLOOR s 6) SHEATHING PANEL EDGES !48" O.CJ \,�\ SECURED i0 SILL PLATE Al 1218d NAILS /i. (UX X 5. 2X PRESSURE TREATED SILL PLATE * 8.. 0 UN.O. IN SHEAR WALL SCHEDULE 9 6. •4 REBAR HORIZ, 6 12' O.C. W/ (I) •4 (81 REBAR IN UPPER 12" OF STEM WALL / m //�/ /, 1 sV' DIA. ANCHOR BOLT ° 12" O.C. UN.O. IN SHEAR WALL SCHEDULE W/ T' MIN. EMBEDMENT 8. •4 VERTICALS m 48" O.C. W/ STANDARD \ \ HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 16" ° 2 STORY 9. (2) 04 REBAR CONTINUOUS IN FOOTING 24" ° 3 STORY a" FOUNDATION STEM WALL I. JOIST BLOCKING REQUIRED AT BEARING OR SHEAR WALL5 ABOVE OR WHEN JOISTS ARE NOT CONTINUOU6 AT BEAM 2. SECURE BLOCKING TO BEAM W/ 8d NAILS ® 6" O.G. 3. JOIST PER PLAN 4. BEAM PER PLAN 5. 2X OR SHEATHING CLEATS BOTH SIDES TO SECURE BEAM TO POST (3) 10d NAILS INTO EACH MEMBER AT EACH CLEAT b. 4X OR 6X: TREATED POST (4X6 MIN AT BEAM SPLICE) 1. 6IMP50N A34 FRAMING ANCHOR W/ CONCRETE NAILS 8. ISOLATED OR CONTINUOUS SPREAD FOOTING PER PLAN INTERIOR FOOTING e BEAM LINE SCALE: V4"=1' I. WOOD P05T W/ ARCHITECTURAL COVER PER PLAN 2. SIMPSON AB, P05T BASE w /,QNY' WEDGE ALL OR TITEN HD ANCHOR UN.O ON PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4.12" DIA OR 512UARE CONCRETE PEDESTAL (OPTIONAL) 5. (4) •4 VERTICALS W/ STANDARD HOOK AT CONCRETE PEDESTAL 6. 13 TIES AT 12 "' O.C. 1. ISOLATED OR CONTINUOUS FOOTING PEFR PLAN FOOTING AT WOOD COLUMN SCALE: -74"'I' I. B BASE PLATE NAILING PER SHEAR (2) U (U U 2x STUD WALL W/ BASE PLATE NAILING PER WALL SCHEDULE (3) 2. S SHEAR WALL EDGE NAILING PER (2) SHEAR WALL SCHEDULE EDGE NAILING PER 5HIEAR WALL SCHEDULE 3. I-JOIST PER PLAN SECURED TO TOP PLATE W/ (2) 5d NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS ° 6" O.C. a 5. SHEATHING PANEL EDGE W/ EDGE NAILING L PER SHEAR WALL SCHEDULE (8) B N 6. SIMPSON LTP4 ° 48" G.C. 1. EXTEND 5THD STYLE ANCHOR STRAPS WITH OVERLAPPED CM$TCIh COILED STRAP TO w w GET FULL NAILING AT WALL FRAMING ABOVE p (BOLT STYLE HOLDOWNS TO BE EXTENDED TO WALL ABOVE W/ COUPLER NUT AND ALL m a TREAD ROD) X 3 X L 8. 2x6 CRIPPLE WALL W/ STUDS ° 16" O.C. m SHEATHED 4 NAILED W!/ Bd NAILS ° 4" O.G. _ EDGE 4 12" O.C. FIELD HOLDOWN PER PLAN / \/\ /\ \/ / 9. i v /iv 10. STEM WALL 4 FOOTING PER PLAN CRIPPLE WALL FOR SLOPED LOTS SCALE: %4'' =1' I. JOIST BLOCKING REQUIRED AT BEARING OR SHEAR WALL5 ABOVE OR WHEN JOISTS ARE NOT CONTINUOU6 AT BEAM 2. SECURE BLOCKING TO BEAM W/ 8d NAILS ® 6" O.G. 3. JOIST PER PLAN 4. BEAM PER PLAN 5. 2X OR SHEATHING CLEATS BOTH SIDES TO SECURE BEAM TO POST (3) 10d NAILS INTO EACH MEMBER AT EACH CLEAT b. 4X OR 6X: TREATED POST (4X6 MIN AT BEAM SPLICE) 1. 6IMP50N A34 FRAMING ANCHOR W/ CONCRETE NAILS 8. ISOLATED OR CONTINUOUS SPREAD FOOTING PER PLAN INTERIOR FOOTING e BEAM LINE SCALE: V4"=1' I. WOOD P05T W/ ARCHITECTURAL COVER PER PLAN 2. SIMPSON AB, P05T BASE w /,QNY' WEDGE ALL OR TITEN HD ANCHOR UN.O ON PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4.12" DIA OR 512UARE CONCRETE PEDESTAL (OPTIONAL) 5. (4) •4 VERTICALS W/ STANDARD HOOK AT CONCRETE PEDESTAL 6. 13 TIES AT 12 "' O.C. 1. ISOLATED OR CONTINUOUS FOOTING PEFR PLAN FOOTING AT WOOD COLUMN SCALE: -74"'I' (U I. 2x STUD WALL W/ BASE PLATE NAILING PER �J SHEAR WALL SCHEDULE (2) (3) 2. EDGE NAILING PER 5HIEAR WALL SCHEDULE 3. I-JOIST PER PLAN SECURED TO TOP PLATE W/ (2) 5d NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS ° 6" O.C. a 5. SHEATHING PANEL EDGE W/ EDGE NAILING L PER SHEAR WALL SCHEDULE (8) B N 6. SIMPSON LTP4 ° 48" G.C. 1. EXTEND 5THD STYLE ANCHOR STRAPS WITH OVERLAPPED CM$TCIh COILED STRAP TO w w GET FULL NAILING AT WALL FRAMING ABOVE p (BOLT STYLE HOLDOWNS TO BE EXTENDED TO WALL ABOVE W/ COUPLER NUT AND ALL m a TREAD ROD) X 3 X L 8. 2x6 CRIPPLE WALL W/ STUDS ° 16" O.C. m SHEATHED 4 NAILED W!/ Bd NAILS ° 4" O.G. _ EDGE 4 12" O.C. FIELD HOLDOWN PER PLAN / \/\ /\ \/ / 9. i v /iv 10. STEM WALL 4 FOOTING PER PLAN CRIPPLE WALL FOR SLOPED LOTS SCALE: %4'' =1' I. V DIA. ANCHOR BOLT ° 12" O.C. UNC. IN SHEAR WALL SCHEDULE W/ V' MIN. EMBEDMENT 2. 2X PRESSURE TREATED SILL PLATE UN.O. IN SHEAR WALL SCHEDULE 3. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 4. 4" CONCRETE SLAB OVER 4" COMPACT FILL S. FINISH GRADE OR SLAB AS OCCURS 6. •4 HORIZ. REBAR ° 12" O.C. W/ (I) •4 REBAR IN UPPER 12" OF STEM WALL 1. •4 VERTICALS ° 48" O.C. W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 8. (2) •4 REBAR CONTINUOUS IN FOOTING 9, INSTALL DAMPFROOFING OR WATERPROOFING PER IRC R406 WHERE INTERIOR SLAB IS BELOW EXTERIOR GRADE 24" ° 3 STORY 8" STEM WALL AT 6LAE3 ON GRADE SCALE: Y" =I' (5) 1. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. JOIST PER PLAN SECURED TO SILL PLATE W/ (2) 5d NAILS 3. SOLID CONTINUOUS RIM BOARD W/ (2) 5d NAILS TO EACH JOIST 4. J015T BLOCKING SECURED TO SILL PLATE W/ 8d NAILS AT 6" O.C. 5. STEM WALL PER PLAN CANTILEVER AT STEM WALL SCALE: Y4" =1' I. FOOTING PER PLAN 2. PROVIDE •4 BARS) WITHIN UPPER 12" PER STEM WALL DETAIL 3. VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. •4 REBAR SPLICE BAR (4) 2 STEP 1 2) 3" TYP. X 2 STEP 1 e v 24" TYP. 24" P. 9? 3) (p I STEP ELEVATION 2 3" TYP. STEF ED FOOTING AT SLOPED LOT SCALE: NITS L� f W J N O U � � Z J q 9t 0 y0 R 37172 4'cISTE F' FSAIONAL EIipl� /L �I�V lI V m�`p�a Qa�mvQ pu �o E��R�gw9�rZ� m c0 _0O m p`p a61" m zi �m�a��m�t "mod ����°6 x th m2 'm � U, o jN J J o0 v J N CV C? c N LO Co (D cv) co •� 00 CO L L N aa) Z Q � U v ,� U O co •V/ 01 -0 N .� c r m W cr) �mLOE LLO Ln M N E i7 c°.i -E W C M a VISION DATE: INIT: PROJECT •: DATE: S 12 -23 -10 NIT 5 Y: MM PROJECT 410 Al %" X S GLB (TREATED) F - ALL DOOR /WINDOW HEADERS TO BE 6X8 OR 4X10 DF #2 AT BEARING WALLS , U.N.O., 6' -W MAX. SPAN SCALE : 11411= 11_011 - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16' O.C. (2X6 @ PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL' IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. I. 2x STUD WALL W/ BASE PLATE NAILING PERe SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3, I -JOIST PER PLAN SECURED TO TOP PLATE W/ (2) 8d NAILS 4. SOLID CONTINUOU5 RIM BOARD W/ 86 NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH ed NAILS e ,b" O.C. 5. 54-EATHING PANEL EDGE 4 EDGE NAILING PE' SHEAR WALL SCHEDULE All 51MPWN LTP4 e 48" O.C. : IF SHEATHNG JOINTS ARE 'CATED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAT BE ELIMINA1 D FLOOR JOIST BEARING AT STUD WALL SCALE: 3/4'' =1' FLOOR JOIST AT BEAM SCALE: %4"=1' (3) L 2x STUD WALL W/ BASE PLATE NAILING PEIV SHEAR WALL SCHEDULE 2. EDGE NAILINdG PER SHEAR WALL SCHEDULE 3. FLOOR JOISA PER PLAN W/ JOIST HANGER PER MANUR 4. BEAM PER PLAN 5. WALL 5HEAILHING GCNTINUOL15 OVER BEAM[ Al EDGE NAILING PER SHEAR WALL SCHEDULE 6. I -JOIST BLOCKING e FLOOR SHEATHING PANEL EDGES (48" O.C.) 6ECUR5--D TO TOP PLATE Al (2) 8d NAILS I. BEAM PER PLAN 2. WOOD POST O'R COLUMN PER PLAN 3. 51MP50N ACE 'POST CAP UN.O. 4. SIMPSON AC P05T CAP U.NO. 5. BEAM SPLICE AS OCCURS 6. MITER CUT BEAMS AT CORNER CONDITION PLAN VIEW AT CORNER WOOD BEAM AT WOOD POST SCALE: %4"21' I. 2x SHEAR WALIL ABOVE (AS OCCURS) PER 6HEAR WALL SCHEDULE. 2. -JOIST BLOCKIING SECURED TO TOP PLATE W/ 8d NAILS e 6" O.G. 3. FLOOR JOIST II PLAN SECURE TO TOP PLATE W/ (2) 8d NAILS 4, 2x SHEAR WALIL PER SHEAR WALL SCHEDULE FLOOR JOIST AT INT. SPEAR WALL SCALE: % " =1' - (I) 1. 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. I -JOIST BLOCKING e FLOOR SHEATHING PANEL EDGES (48" O.C.) SECURED TO TOP PLATE W/ (2) 86 NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS a b" O.G. 5. SHEATHING PANEL EDGE a EDGE NAILING PER SHEAR WALL SCHEDULE W/ SIMPSON LTP4 e 48" OL. IF SHEATHING JOINTS ARE ATED TO OCCUR ON THE RIM, THE SIMP50N LTP4 MAT BE ELIMINATED FLOOR JOIST PARALLEL TO STUD WALL SCALE: FLOOR JOIST AT BEAM SCALE: Y4 " =1 &x BEAM BUILT UP POST SCALE: %4 " =1' (2) I. FLOOR JOIST (ONE OR BOTH SIDES OF BEAM) PER PLAN Al JOIST HANGER PER MANU'F. 2. FLOOR DIAPHRAGM EDGE NAILING 3. BEAM PER PLAN I. BEAM PER PLAN 2. DEL 2x TOP PLATE W/ SIMPSON MSTC28 STRAP ON TOP FACE 3. KING STUD W/ (6) -Ibd NAILS TO BEAM (STAGGERED) EACH SIDE 4. PLTWOOD OR 058 FILLER AS NEEDED 5, NAIL PLIES OF BUILT UP 2x POST WITH 1Od NAILS 612" O.C. (STAGGERED) (U AT BEAM 4x BEAM (2) I. 2x6 STUD WALL PER PLAN 2. 2x P.T. LEDGER TO MATCH DECK JOIST W /h"x4" LAG SCRE W6 STAGGERED a 12" OL. OR }i" DIA. THRU BOLTS STAGGERED e 24" O.C. 3.2x P.T. DECKING W/ (2) -16d NAILS OR DECK SCREWS PER JOIST 4. 2x P.T. DECK JOIST o 16" OL. PER PLAN 5. SIMPSON LU5 HANGER TO LEDGER 6. SOLID 144" RIM BOARD MINUMUM T. FLOOR JOISTS PER PLAN DECK LEDGER AT RIM BOARD SCALE: %" =1' U/ J W 0 J Q 1� N O U � D Z F' J U 37172 4 �A 'P4'C,SPE/tiQ'� �SS20NAL V EXpl (( it v m Q-• � � � pl � c p u O7c 0 Q Tm p mdcpm�p�y16lc w c o m 9 m€ v y: co J C> v J ° cNI N M c N L0 co al c+) 06 06 i U) > •L O N CZ�m� C U " .� (D O t (D N m r U) _ pD T W L mco E O L � N E > N L" a 2 `" REVISION DATE: INIT: PROJECT DATE: S 3 0 1NIT [NIT: MM 5 PROJECT• 410 ROOF FRAMING FLAN, - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAFTER BAYS SGALE : 1/4"= Ii_0II - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEE'R'S APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON :SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. 0 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - ALL BEAMS AND HEADERS TO BE 6X8 OR 4X10 DF 1#2 AT BEARING WALLS, U.N.O., 6' -0" MAX. SPAN I. TRU55 W/ ROOF SHEATHING PER PLAN 2. 2x BLOCKING TOE NAILED TO PLATE W/ (3) Fad NAILS (OPT. U OR ATTACHED W/ (U SIMPSON RBC PER BLOCK (OPT. 2) 7PT. 1 3. EDGE NAILING 4. SIMPSON H25 to EACH TRUSS INSTALLED PER MFG. SPECS. 5, 2x STUD WALL OR BEAM PER PLAN SIMI-SON RBC MAY BE DELETED IF SIMPSON HI IS OUB5TITUTED OPT. 2 FOR N15 s EACH TRUSS (OPT. 2) ROOF TRUSS AT BEARING SCALE: 3/a"m I' I. GIRDER TRUSS PER PLAN 2. VALLEY TRUSNE5 OR CONVENTIONAL OVERFRAMING 3. ROOF 5HEATI -11HG CONTINUOUS BELOW OVERPRAMING. TRU55 TOP CHORDS W/O SHEATHING SHALL BE BRACED W/ 2x4 ® 24" O.C. ATTACHED' W/ (2) 10d NAILS PER TRUSS 4. ROOF TRJ55 PIER PLAN 5. FACE MOUNT HANGER PER TRU65 MANUF. GIRDER TRUSS AT OVERFRAMINC SCALE: % " =1' I. TRUSS W/ ROOF SHEATHING PER PLAN TO BEA9 ON LEDGER USE FACE MOUNT HANGER TO RIM PER TRU65 MANUF. FOR SPANS GREATDR THAN I&FT 2. EDGE NAILING 3. 2x BLOCKING ATTACHED W/ (2)Ibd NAILS PER STUD 4. CONTINUOUS 2x LEDGER 412 ROWS OF Ibd I gAIL5 STAGGERED e 6" O.C. (EACH ROW) S. SOLID CONTINUIOU5 RIM PER PLAN 6. SIMPSON A35 FRAMING ANGLE AT EACH TRJ0 MONO TRUSS TO WALL AT RIM SCALE: OCABLE END TRUSS SCALE: Y" =1' VALLEY FRAMING SCALE: �'4" =1 I. 2x4 OUTRIGGER 9 48" O.G. 2. GABLE END TRUSS W/ SHEATHING PER SHEAR WALL 5CHEDULE FOR WALL BELOW 3. 2x DIAGONAL BRACE s OFT O.G. 4. SECURE BRACE T 2x BLOCKING W/ (3) 10d NAILS 5. SIMPSON A34 AT 2x BRACE 6. ATTACH GABLE TRUSS TO BACKER BOARD W/ Od NAILS 6" O.C. 1. 2x CONTINUOUS BACKER BOARD SECURED TO TOP PLATE W/ 1Od NAILS a 6" O.C. 8. ROOF TRUSSES 0 24" O.C. PER PLAN I. CONVENTIONAL 2x OVER FRAMING ® 24" O.C. W/ (4) Ibd TOE NAILS TO VALLEY PLATE (SEE BELOW FOR RECOMMENDED SIZES BASED ON SPAN) 2. EDGE NAILING 3. 2x VALLEY BOARD TO MATCH RAFTER W/ (2) 16d NAILS PER TRUSS 4. ROOF TRUSS TOP CHORD OR RAFTER PER PLAN S. CONTINUOUS SHEATHING BENEATH OVEFJRAMING OR 2x4 BRACING 0 24" O.G. W/ 2 -16d NAILS PER TRUSS, FOR RAFTER 5PAN5 BELOW USE THE FOLLOWING SIZES: 0' -0" TO 6' -1" 2x4 TO V -T' 2xb 9' 8" TO 12' -2" 2x8 12' -3" TO 14' -10" 2x10 14' -11" TO IV -3" 2x12 (ASSUMES RAFTERS ® 24" O.C. LL =30PSF 4 DL =IOPSF PER TABLE R8025.1(3) FOR HF "2) Z U) J L� 1 W J Q N 0 U � � Z I Q FA J A _ / 1� yg� esy a 4 0A�RFcis VR S920NAL ENT' ro r� mIII 3� m$��Pw'9�noi o °u�Km .3`vom�n —mod =o ° 2,`0 Qmm� 2b J 00 rn 04 N N c? fV c Qj 1p V) a) .. M 00 � C7 7 .� C Z Q m LL C U . •' O co � .� (D N 0) t co U) _ O D W rnco E L° _ Lo Lo co co N E i7 N 11J a VISION DATE: INIT: PROJECT DATE: S 4 2-23.10 [NIT: MM 5 PROJECT h 410 INCA - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SCALE : 1 /411_ II_oII - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, THAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. GT "11-1 MAIN FLOOR SHE,4R WALL KEl' FLAN SCALE: /8 " =1' -m" 4 ROOF FRAMING PLAN - ALL DOOR /WINDOW HEADERS TO BE 6X8 OR 4X10 OF #2 AT BEARING WALLS , U.N.O., 6' -0" MAX. SPAN 0 a N SCALE : ' /411_ II_011 - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. U Q J ( Q. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 @ PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, `EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. - PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS - ALL MANUFACTURED TRUSSES: • SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION • SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS - PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. REFER TO SHEET Sl FOR SHEAR WALL SCHEDULE AND HOLDOWN DETAILS Z 0 a N 0 0 rm Q Z U Q J ( Q. �< TO q �OF C3717 �STONAL EKGl I iG./� o v m��� -0 gym` x,69 co J O v " � N � Lo N � .. ch co O C co o M .L C -4 Z < LL � U a� •ai m v c N +_ N m f0 U) OD >. W w rn") E L O N L E N a a- ce) REVISION DATE: INIT: PROJECT': DATE: S 5 12-23-10 [NIT: MM 5 PROJECT 5 4Tm