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HomeMy WebLinkAboutPLANS - 06-00541 - 354 & 358 Eagle Summit St - New Twinhomet fl TOWNHOMES LOT lro BLOCK _N;m 1� COUNTY Im coo mk- az t SQUARE FOOTAGE DESIGN CRITERIA: MAIN FLOOR 1791 SQ. FT. FIRST UNIT MAIN FLOOR 1792 sq. ft. SECOND UNIT BASEMENT UNFINISHED unfinished GARAGE 670 SQ. FT. GARAGE SECOND UNIT 731 SQmFTm CODES - IRC, IPCIMC, NEC LOADS: SEISMIC DI WIND 90 MPH SOILS 150OPSF LIVE (SNOW) 35# ROOF SNOW '1F THESE PLANS SHALL NOT 6E I WI THOUT A€I - HORIZATIOR By PUILDING OFFICIAL. APP VED 3-h Gv l BUILDING INSPECTOR O = O o m o © 0 L � 0% • LL t/f O .� co U) qw l GI o VIP, � O Uj 2 0 2 Z O H 1 t � Z LU fl Z Q � Q ( o t fl TOWNHOMES LOT lro BLOCK _N;m 1� COUNTY Im coo mk- az t SQUARE FOOTAGE DESIGN CRITERIA: MAIN FLOOR 1791 SQ. FT. FIRST UNIT MAIN FLOOR 1792 sq. ft. SECOND UNIT BASEMENT UNFINISHED unfinished GARAGE 670 SQ. FT. GARAGE SECOND UNIT 731 SQmFTm CODES - IRC, IPCIMC, NEC LOADS: SEISMIC DI WIND 90 MPH SOILS 150OPSF LIVE (SNOW) 35# ROOF SNOW '1F THESE PLANS SHALL NOT 6E I WI THOUT A€I - HORIZATIOR By PUILDING OFFICIAL. APP VED 3-h Gv l BUILDING INSPECTOR O = O o m o © 0 L � 0% • LL t/f O .� co U) qw l GI o VIP, � O Uj 2 0 2 Z O H 1 t � fl LU m Z o , & t fl TOWNHOMES LOT lro BLOCK _N;m 1� COUNTY Im coo mk- az t SQUARE FOOTAGE DESIGN CRITERIA: MAIN FLOOR 1791 SQ. FT. FIRST UNIT MAIN FLOOR 1792 sq. ft. SECOND UNIT BASEMENT UNFINISHED unfinished GARAGE 670 SQ. FT. GARAGE SECOND UNIT 731 SQmFTm CODES - IRC, IPCIMC, NEC LOADS: SEISMIC DI WIND 90 MPH SOILS 150OPSF LIVE (SNOW) 35# ROOF SNOW '1F THESE PLANS SHALL NOT 6E I WI THOUT A€I - HORIZATIOR By PUILDING OFFICIAL. APP VED 3-h Gv l BUILDING INSPECTOR O = O o m o © 0 L � 0% • LL t/f O .� co U) qw l GI o VIP, � O Uj 2 0 2 Z O H 1 t c w Fj r x T 4 >1s 1_ ,04 j LOT 16 BLOCK i IY EAKsL£�i100D $USD � ( LINTY �XBt.I� G, IDA 440, MADISON GO cwl , n „ , w o• SETBACK n OU TLINE SUILDING OUTL ry _ O ;. 'C .. T s 1 v v 1 i { 1 I 1 1 1 t l I 1 i 1 i 1 1 1 AA WATM W 1 I i r a 1 1 I, z I' 1 1 I t t L C ) i I I I 1 r 1 s DfRIVEW AY 1 i F I i y 1 tai I ECTR A0 IML- 1 F_ ! 1 , WA LKWAY I " f ELEP 8 n { 0 40 c i- • , , , designates STHD8RJ for I.R.C. hold down requirements also STHD8 for the garage only F - OO TING AND R EBAR footing t foundation concrete 3000 pat 4 slump slabs 4000 pat 5 slump 1/2" anchor bolt x10" imbeded 1" with 24"x3/16" square washer 0 4' o.c. back 12" from all corners and openings with 2x6 treated plate and blue strene strip against the concrete use ahcedule 60 rebar (V j = O O I I O _1 N Fl- FOOTING MAIN HOUSE A. 10 "X18" MiN. O 1, REBAR 1/2" 2ROWS RUN CONT. WITH A 30 DIAMETER ` LAP ON ALL JOINTS AND 10' ON ALL CORNERS F2- FOOTING GARAGE A. 8 "X 16" I. REBAR 1/2" 2 ROWS RUN CONT. WiTH A 30 DIAMETER LAP ON ALL JOINTS AND 10' ON ALL CORNERS F3- POST FOOTING A. 2'X2'X12" 1, REBAR 1/2 " RUN I EACH WAY F4- FOOTING INTERIOR SUPPORT A. 8 "X 16" WITH 2 ROWS OF 1/2" REBAR RUN CONT. F5- FOUNDATION WALL A. 8 "XS' 1. VERTICAL RESAR iN FOOTING 5/8 0 32" O.G. AND HORTiZ. 1/2" 0 4' O.G. RESAR IS 4' O.C. WITH 2 ROWS iN UPPER 12" OF THE WALL B. 8"X4 2, VERTICAL RESAR IN FOOTING IS 5/8 O.C. HORTiZ. 1/2" a 4' O.G. F6- GARAGE WALL A. 8 "X4' 1. VERTICAL REBAR IN FOOTING IS 1/2 +48 O.C. AND HORTiZ. RESAR IS 2' O.C. 10� -O '1 r - - - - - - - - C 14 I 29' -3" 12 ' -O lt A --------- 12' -3 12' -3" 12 -0 29' -3 I -} I 61 -011 1 111 -6" 6'_O" 6' -O" 17' -9" 11 -6 I 1 I I I II 1 I I 9 -6 ' I I 1 ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - ------------------ I ° I HD5A SiMPSO HOLD DOWN � 1 ' 1 11 II 1 11 H 5A SiMPSON HOLD DOWN G 1 -fo 2 1 -_✓ 2 -_✓ 1 ----------- E r O'x5 "--- - - - - -- 4 I - c O xS=O 1 0 1 t I ° � I ° I ' D ' ' - - - ____ - _ v ____________ _____�_________ ___ _ - ________� ------------ - 4 ------------------- ---------------------------------- i •____________ _____ _________ ____ - __ - ____ ______ -- ______-- -__ - __ ____ o �- ----- -- ----------- ___- - -__ -- - n - G p G ° ° G ° G p �G ° '-------- -- P ---------------- - - - - -- - -- �9 - x 3---------- - - - - -- -------------- ------- -------- - - - - -' - - J----- ------ 1 ---- - - - - - -- = 0 x - ��I& -i �- -0 -x 3�6---------- ------ - - - - -- `- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i 2 plies of 13/4xi1"U8 Ivl ' D ° � � � 2 plies of 13 /4x11'i /8 lvl I I , I I TYPICAL BASEMENT FLOOR: OUBLE LV ' BEAM TYPICAL 8" 5ASEMENT WALL: ; 4" CONCRETE SLAB c/w ; p ° 1/2" DRYWALL ° ° FIBRE MESH REINFORCEMENT h mil POLY VAPOR BARRIER ; ; 6 mil POLY VAPOR BARRIER � I 2x4 STUDS 61 24" o.c. FRAME BE A ING WAIL & 2" RIGID INSULAT �J BA INSULATION PERIMETER ALLS ONLY �� ; COMPACTED GRANULAR FILL 1 < I 8 CONCRETE FOUNDATION WALL ° I ° A SPHALT DAMPPROOF iNG ; ° u n f ,n i s h e d basement' 0 , I v I I I i 4 II I i D I I 1 1 I (V L 4 1 4 1 1 T 1 1 ' — — — — — — — — — — r 2' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - r — — — — — - - - — - - - - - - - r — — - - - - - - - - - - - - - - - - J L - - - - - - - - - — — — — — - - - - - - - - - - - - — — J !_ — — — — — — — ( : : I I , 1 ° 1 O beam to s pan 16' — — — — — — I � I � 1 ■ 1 I I � I e ; beam to span fro' 2 1 1 as p m as per t j i b e am expert = I ' per t i be ert , G ' ' use 2 p l 1 13 /fix 11 �/S v ;_ o , I G 1 1 1 1 = , I I use 2 11 13/4x 11 1/8 1 X ' ' 1 1 SMOKE DErEG'TOR 5 -11 - 1/32' 6► 1 1 v 1 I 1 1 1 2 -------- - - - - -- mechinal room °° ; �- -------- - - - - -- - 0 J/ 't r— , I 1 1 I 1 I I � � I I— J lV _ — I c I I I I I I I 1 I I I I I r- ---- - - -- -- -- r2'- ; strap down the wat pater with seismic s traps I I 2' -6" p ° a a I I 1 I I I I n o 1 I ° 1 1 1 1 J 1 1 1 1 1 1 1 1 — -- ------------------------ - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - — 1 4 r 1 I I I 1 , 1 ° I 1 I t I I I I I 1 �° 1 I I I I I I I 1 - - - - _ - ._ _ - - - _ - - - _ _ _ - _ _ ---------- . . _ _ - - - - - _ _ _ M r /� �/tf t' tFlif"�/ 1 ht 1 -- - - - - - - - ------- - - - - -- ------ ----- ------ --- --- ° -------------------------------------- ---------- - - - - -- --- ------ TYPICAL P 1i 2x4 STUDS s 24 - ° 1 I 1 I 11 Q.c. I 1 I I I I I 1 I I I 1 1 1 1 R12 BATT INSULATION ' ° 1 1 I 1 I I I I • -- -1- -- - - -- -'- -- -- - - - --- -- - - - - -- ------ - - - - - - -- - - - - - ' I .1 I ----- - --- - - -- - -- - - - - -" I t 1 I ---- - - - - -- -- - - - - - - - - - - -- ----- - - - - - - 1 I � D ° � - - - - - -- 1 6 mil POLY V.B. ' 2 , 1 I I v ° a Q 4 [� ° 4 Q I I I • a ° --------------------------- "° ---------------- 1 1/ DRYWALL x v I 1 1 G ED D � 1 G SAND 1 � I 1 1 I 1 G I 1 G I I - , " , ; ° a � 1 TAP SAN 12 0(1 12'-0 I I 1 1 I I I 1 t -�/ - 1 - I ° ----------- -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " _ i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p 4 C p Z�,^ I ,________________ N_-____-___-_______-_ a_-_. __- _- ______- _______- _- ______ -_� I ° I , , D 1 • , I `-------- -- ------- -------- ------- -----' ''-- -------- ---- --- -6' I 1 1 I ° - - - - - - '�- - - - - - - - - - - - - - D I ° I I I • <a v °< ° 1 a �" o ° a 0 0 a Gj o a p ° , 1 I _ ____ __�___________________� I 0 , I I �° I I D , I I 1 I I 1 I 1 I 1 I 1 0 I I 1 f TYPICAL GARAGE FLOOR ° 4" CONCRETE SLAB c/w 1 1 ° G FIBRE MESH REINFORCEMENT ° (o mil POLY VAPOR BARRIER D ; I I 1 COMPACTED GRANULAR FILL ' 1 I I /^� I I Q 1 1 I 1 1 F/ I 1 ` , --------- _ I________________________________-___ __-- --------------- -------------------------------------- ----------------------- I t STHD8 application tO be ° 1 1 I 1 n^ I e d 1 D D I I p 1 I 1 ;installed as er manuf. req. p STHD8 application to be I I I 1 I I D installed as per manuf. re q. 1 1 1 I I I ' 1 0 1 ------------------------------ ______1--------------- ------ .+ t I I I , F2 I Q 1 `---------- ----------------------------- --------'------ ----------- ----i Q 4 I 1 `-------------------------- - - - - - ----------------------- - - - - -- 0 1 I I 1 Fro A- - - - - -- s • 21' --i 11 24' -3 101' -0" FOUNDATION PLAN SCALE: 1/4' 1 = 1' -0" 2V -1 It s • O 1 (V r—. O O Cq O _1 l� 1 m z o o � O U 0 -�-� 0 0 v O M LL 0 0 U) n✓ u C� r`7 1� �I \`J :Z� z 1 1ri 0 o m z o o � O U 0 -�-� 0 0 v O M LL 0 0 U) n✓ u C� r`7 1� �I \`J :Z� U d Q U) Q Q Q z z_ w TO � Lu o 0 U d Q U) Q Q ALUMINUM FASCIr CUTTERS 4 RAIN LEFT ELEVATION SCALE: 1/4" - 1' -0" 12 8� ASPHALT SHINGLES ALUMINUM FASCI TTERS 4 RAIN A* C I O b- O IT, Li LIN HORIZONTAL SIDING REAR ELEVATION SCALE: 1/4" • P -0" HORIZONTAL SIDING ��ll O O O v C 0 .1.� 0 m 0 0 — • LL 0 M OO tai U) q r �r t R Ln J� �1 0 Lu PRODUCT CODE SIZE HINGE DIRECTION REVERSED COUNT 30X60 CASEMENT I- MODIFIED �'-0 x 5' - 0 " NNN NA 4 30X60 CASEMENT I- MODIFIED 9' - 0 " x 5 ' - 0 " NNN NA 1 60X48 CASEMENT 2 5' -0" x 4' -0" NN NA 4 "72X60 CASEMENT 2 6' -0" x 5' - 0 " NN NA 2 50X80 COLONIAL A COUNTRY 1 SL - 1 4' -l� NA NA 1 18X60 SINGLE HUNG 1 1'-6" x 5' - 0 " N NA 4 48X42 SLIDER 4' - 0 " x.3 NN NA 6 60X42 SLIDER - MODIFIED 6' -0 " x V-0 NN NA 2 PRODUCT CODE SIZE 4NGE DIRECTION REVERSED COUNT 48X80 BIFOLD COLONIAL 2- MODIFIED 4' -0" LR NO 1 48X80 BIFOLD COLONIAL 2 4' - 0 " RL NO 1 32X80 COLONIAL A 1 2' 8 L NO i 36X80 COLONIAL A l 3-0 L NO 1 3(oX80 COLONIAL A 1 3' - 0 " R NO 3 24X80 PLAIN 1 2' - 0 " L NO i 24X80 PLAIN 1 2' - 0 " R NO 1 28X80 COLONIAL A 1 2 L NO 3 28X80 COLONIAL A 1 2 R NO 2 30X80 COLONIAL A 1 2 L NO 10 3OX80 COLONIAL A 1 2' - 6 " R NO 11 32X80 COLONIAL A I 2' - 8 " L NO 1 32X&O COLONIAL A 1 2' -8" R NO 1 48X80 COLONIAL A 2- MODIFIED 4' -0" RL NO 2 48X80 COLONIAL A 2 4' - 0 " LR NO 1 192X84 WIDE PANEL 16' -O N YES 2 '12X80 SLIDING FRENCH 2 6' - 0 " NN YES 2 LP S ■ AREA 8 U � 0 W O z z LU ft. Area 3 Q aq ft. Q (K o ■ AREA 8 U � 0 W O 1192.0 aq ft. Area 3 ■ AREA Area 1 1110.9 0 ft. O 1192.0 aq ft. Area 3 689.9 aq ft. 0 y 0 scq L • LL U) O 04 0 M U) qqt I Lvmwl NAME AREA Area 1 1110.9 sq ft. Area 2 1192.0 aq ft. Area 3 689.9 aq ft. Area 4 131.1 scq ft. O' to 6' use 2 pig of 2xlO fir 6' to 12' use 2 p1V of 2x12 fir garage use 2 plys of 13/4x 14 mi Cont. across open t ng lam MAIN FLOOR FRAMING LAN SCALE: 1/4' = 1' -0" J � 7 an KE w C OESINATES 5RACED WALL PANEL R. 602.10.3 (5) construction method of braced wall . G gpsum board with minimum 1/2" thickness placed on studs spaced a maximum 2' o.c, and fastened at 1 inches o.c. with nails in accordance with table R6013 R &02.1O.6 (1) alternate braced wall panel each panel shall be sheathed on one face with 3/8" minum thickness and blocked at all wood structural panel sheathing edges two anchor bolts installed in accordance with figure R4O3.1(1) shall be provided in each panel. each panel end stud shall have a tie down device fastened ALL DARK AREA ARE BRACED WALL PANEL AREA braced wall panel on house and garage are with 7/16" on face sides nailed 6" o.c. edges, and 10" in field with double studs @ each sthd14 rj strap block at hort. joints braced walled panel that are less than 4' and are 2'8" and 3'6" are sided with 7/16" both sides o.s.b. nailed 6 "o.c. edges and 10" o.c. in the field double studs @ each sthd8 straps blocking at all hort. join all headers are 9112 "x11/2" 2 plies of douglas fir bearing on 11/2" The garage is 3112x18" bearing on 3" IRC R 502.5 (2) ,(1) If span over 8' use Ivl (2ply) 5RACED WALL PA 5RACED WALL PANEL I I LINE I I I I I w A W J U w N m d A z 0 6J, 'o d 0 V r. All; 0 U) U) a-0 0 V 0 •� 00 U) qqt Mi .......... . 1 • 1 • SCALE: 1 /4" = V-0 '10 CH � i7l 0 M • • MEMO "----- T-w 't to a -- e- 5 k i C ( J. 5/8" a rch, shin I es remanuf aZtured trusses p r -38 insulation PREFABRICA 0 TRUSS I AT 24" alumin facia and soffit r -19 insulation rear of house SCALE: 1/2" = 1' -0" 1/2" sheetrock all interior 3/4" tog for sub floor glued and floor joists are 1 t j1 250 TYPICAL BASEMENT FLOOR: 4" CONCRETE SLAM -/.. 6 mil POLY VAPOR BARRIER 2" RiGID INSULATION COMPACTED GRANULAR FiLL 8" POURED CONCI FOUNDATION WALL TYPICAL 8" BASEMENT WALL: 1/2" DRYWALL & mil POLY VAPOR B ARRI ER 2x4 STUDS 10 24" o.c. MATT INSULATION / .eo - ' A :v rP v_..•- :av 2 ice IA 1�11� #�2bOFl .e .o . d a•a A C •.a. u a . a. a e. ; concrete is 3500 with and min 5 slump sides with wainscote SCALE. 1/2" = 1' -0" STAIR RISE 8'8" STAIR WIDTH 3'6" LANDING 7'6" LANDING WIDTH 4' RISER HEIGHT 7.4375 i1:1 10 tv o s e-- 4-a vL o 5-- RAILING 34" TO �' SPINDELS, 4" SPACING FROM END STAIR DETAIL 1/2VV = 1 IV 2x& framing a 16" o.c. 1/16" o.s.b. full sheated row lock for wainscote brick wainscote rim board 11 1/8" Insulate back 2' r -30 NOTE: 5/8" TYPE X CsYPSUM Bo, GONT. FROM FOUNDATION TO UNDERSIDE OF ROOF 5 X SI -1EETR ROOF SHEETiNG 5/8" TYPE X CxYPSUM BOTH DIRECTIONS X5 /8" TYPE X GYPSUM BOARD �FiRESTOP BLOCKINGrt DOUBLE TOP PLATE ,2X4 FRAMING " TYPE X GYPSUM BOARD 1/2 "x10" anchor bolt embeded 1" 0 5' o.c, and back 12" from each corner and all openings use 3/16" square 2" washers 2 row of 5/8" rebar in upper 12" of concrete wall 1/2" rebar run port. Bbl 2' o.c. 5/8" rebar run vert. 0 2' o.c, with 12" bend and 3' extension out of footing foundation 8" concrete wall footing 10"x18" min, to be determined by soil and i.R.C, spec, rebar to 1/2" 2 rows run cont, with 30 diameter lap at all jo i nts and 10' on all corners rebar not touck bottom or side of framed footing at time of pour m TOP BLOCKING TJi FLOOR JOIST TYPE X GYPSUM BOARD D o va a p p a 8 FOUNDATION WALL D Q4D .a D„ a � 9 o p . a o� b P . "X18" CONCRETE FOOT I NGrt a 1 0 :1 M n I IA ViTIA � I I[SITITA I M ole] �T� I SCALE: 1/2" = 1' -0" SSE UlkS14 a " I [ 0 10 F M 101 SCALE: 1/4" = 1' -0" lb 4 O v r O O � U) M a'no� O O L U) LL U) = O •� N � 00 tai U) d• SCALE: 1/4" = 1' -0" e � m Q � o O v r O O � U) M a'no� O O L U) LL U) = O •� N � 00 tai U) d• SCALE: 1/4" = 1' -0" e m a Cn a d O v r O O � U) M a'no� O O L U) LL U) = O •� N � 00 tai U) d• SCALE: 1/4" = 1' -0" NAIL RIM JOIST TO FLOOR JOIST W /(2) 8d BOX NAILS _ ONE TOP AND ONE BOTTOM WOOD -I JOIST NAIL TO PLATE W /(3) 8d 13/4" BEARING REQUIRED NAIL RIM JOIST TO PLATE ill /8d g 6" O,C, 2 X CONTINUOUS SILL PLATES C SEE SHEAR WALL NOTES FOR A,B, SPACING) � a op 'o a — CONCRETE FOUNDATION ro4 a e • ° 4 r NOTE: RETAINING TYPE FOUNDATION MUST BE USED WHERE JOISTS DO NOT REST DIRECTLY ON TOP OF FOUNDATION WALL AS ILLUSTRATED A 1 WOOD I JOISTS DET ow •It 2X BRIDGE PLATE W/ SHAPED PLATE W/ !2) lbd NAILS PER TRUSS 1116" OSB SHEATHING ONE SIDE SHOWN FOR CLARITY 8d ®6" O,C, 1116" OSB FROM TOP WALL PLATE TO TOP TRUSS CHORD (SEE SHEARWALL NOTES) GABLE END TRUSS 2X SHEET ROCK NAILER 16d A 6" O,C, NAILER TO TOP PLATE 2X STUDS ROOF TRUSS SEE PLAN 2 "X4" FULL LENGTH CATWALK W /2 "X4" DIAGONAL BRACES CENTERED BETWEEN CATWALK AND EXTERIOR WALL USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE CODE REQUIRED MINIMUM CENTER -TO CENTER NAIL SPACING FOR SHEARWALL 2 STRAP IS NOT NEEDED IF SHEATHING EXTENDS V BELOW LOWER WALL TOP PLATE FOR SHEAR WALL 3 4 STRAP IS NEEDED, 1' PROVIDE MINIM SHEATHING EXTENTION END DISTANCE REQUIRED EQUAL NUMBER OF SPECIFIED NAILS IN GA5LE DETAIL r-L OOR TO FLOOR TI DETAIL ONE CONTINUOUS OSB PIECE CUT AROUND SHEARWALL OPENING, PLACE EDGE AS CLOSE TO MIDDLE AS POSSIBLE BOTH SIDES (2) 2X4 TOP PLATES I. BLOCK PANEL BY JOIST MANUFACTURED 2, WEB STIFFENER BY JOIST MANUFACTURED EACH SIDE OF JOIST 3. 2X4 MIN BLOCKS BY CONTR. EA, SIDE OF JOIST TO SUPPORT COLUMN LOAD (LENGTH + JOIST DEPTH + t) 0� SOLID B'OC:KING DETAIL MINIMUM s� SIMPSON ST2115 W /(10) 1(od CENTER ON KING EACH CORNER C 4 PLACES) OMMON STUDS , ON STHDIORJ W/ COMON NAILS (SEE FOOTING t )AT10N PLAN FOR TION) REATED BOTTOM PLATE 10" ANCHOR BOLTS LAT WASHER t NUT )ATION WALL ALL SHEAR WALL NOTES t CALL OUTS STILL APPLY IN ADDITION TO THIS H03 FLOOR - TO - FLOOR TIE REQUIRED STORY TIE REQUIRED 2 STORY STICTURES ONLY, 2 PLACES RIDGE BEAM AND RAFTERS TO BEAR ON 2X NOMINAL LUMBER, dO NOT REST RIDGE OR RAFTERS DIRECTLY TO SHEATHING ROOF SHEATHING OVER 2X VERTICAL STRUT W/ ROOF TRUSS 2X LEDGER NAILED TO RIDGE OR RAFTER SIDE W /(2) 16d NAILS NAIL STRUT TO LEDGER W/ 16d 12" O.C. 2X BRIDGE PLATE OVER TRUSS TOP w/ (2) 16 d NAILS PER TRUSS t (4) 16 d TOENAILS STRUT /LEDGER TO BRIDGE FOUNDATION HOLDOWN 2 PLACES 2X BEARING OR NON BEARING WALL RIM JOISTS 3/4" 0,6,5,— 5d NAILS s 4" O.C. l /1+6" OSS p a a SOLID BLOCKING [-JOIST OR RIM- JOISTS e D ; ° Aa 4'X3/4" OSB &HEATING BOTH SIDES (BEARING WALL ONLY ) 40d NAILS m 4" O,G, STAGGERED l \ (:C)CANTILEVER DETAIL SHEARWALL OPENING DETAIL SIMPSOM 2 >#4 HANGER EACH TRUSS WALL SOLID BLOCK W /2X NAILED IOd 3" O,G, 2 "X SOLID BLOCKING EACH CORNER NAIL OSB TO BLOCKING W /8d ® 4" O,C, SOLID 2X 94'O.C. MOMO �j ALTEMRNATE WALL PANEL DETAIL O OVER5UILD DETAIL TEEL HSEAM OR LVL iBEAM FLOOR JOIST SIMPSON TYP FLOOR JOIST HANGER EACH TRUSS FLUSH SEAM DE TAIL FLOOR SHEATING OD I -JOIST (SEE PLAN) LL1 ui B z 01 d SOLID ELKS, 0 48" OZ, o V � — ■' Q m Q 0" 0' L TOP PLATE Q �F�OUNDATION OR STUD WALL 0 . 4 u 0 o N m •� m co co qe H03 FLOOR - TO - FLOOR TIE REQUIRED STORY TIE REQUIRED 2 STORY STICTURES ONLY, 2 PLACES RIDGE BEAM AND RAFTERS TO BEAR ON 2X NOMINAL LUMBER, dO NOT REST RIDGE OR RAFTERS DIRECTLY TO SHEATHING ROOF SHEATHING OVER 2X VERTICAL STRUT W/ ROOF TRUSS 2X LEDGER NAILED TO RIDGE OR RAFTER SIDE W /(2) 16d NAILS NAIL STRUT TO LEDGER W/ 16d 12" O.C. 2X BRIDGE PLATE OVER TRUSS TOP w/ (2) 16 d NAILS PER TRUSS t (4) 16 d TOENAILS STRUT /LEDGER TO BRIDGE FOUNDATION HOLDOWN 2 PLACES 2X BEARING OR NON BEARING WALL RIM JOISTS 3/4" 0,6,5,— 5d NAILS s 4" O.C. l /1+6" OSS p a a SOLID BLOCKING [-JOIST OR RIM- JOISTS e D ; ° Aa 4'X3/4" OSB &HEATING BOTH SIDES (BEARING WALL ONLY ) 40d NAILS m 4" O,G, STAGGERED l \ (:C)CANTILEVER DETAIL SHEARWALL OPENING DETAIL SIMPSOM 2 >#4 HANGER EACH TRUSS WALL SOLID BLOCK W /2X NAILED IOd 3" O,G, 2 "X SOLID BLOCKING EACH CORNER NAIL OSB TO BLOCKING W /8d ® 4" O,C, SOLID 2X 94'O.C. MOMO �j ALTEMRNATE WALL PANEL DETAIL O OVER5UILD DETAIL TEEL HSEAM OR LVL iBEAM FLOOR JOIST SIMPSON TYP FLOOR JOIST HANGER EACH TRUSS FLUSH SEAM DE TAIL ■ 6 FLOOR SHEATING OD I -JOIST (SEE PLAN) LL1 RIM JOIST TOENAIL TO ui B z Lu d SOLID ELKS, 0 48" OZ, o V � — ■' Q m Q ■ 6 FLOOR SHEATING OD I -JOIST (SEE PLAN) LL1 RIM JOIST TOENAIL TO ui o } > .° SOLID ELKS, 0 48" OZ, o V o m — ■' SHEATHING TO ELKS m 0" 0' L TOP PLATE Q �F�OUNDATION OR STUD WALL 0 . 4 ■ 6 FLOOR SHEATING OD I -JOIST (SEE PLAN) a -a RIM JOIST TOENAIL TO .�.+ o m M .° SOLID ELKS, 0 48" OZ, o V o m — ■' SHEATHING TO ELKS m 0" 0' L TOP PLATE �F�OUNDATION OR STUD WALL FOUNDATION WALL SHOWN u 0 o N m •� m co co qe ID 16" O,C. (TYPICAL ) CONTNNOUS TO TOP WALL PLATE (SEE SHEARWALL NOTES) I JOISTS DETAIL GARAGE DPPR DEADER (SEE 5ZOOF ENG FOR SIZE) SIMPSON LSTA24 STRAP W/ ALL VEILED W 116d NAILS SHEATHING EDGE W /SOLID BLOCKING SOLID 2X BLOCKING NAILED EACH END ttl/ SIMPSON 1-12.5 ON END FLOOR SHEATING OD I -JOIST (SEE PLAN) a -a RIM JOIST TOENAIL TO LATE W 186 ® 6" O,C. oD .° SOLID ELKS, 0 48" OZ, 106 o 4" 48" O.C. SHEATHING TO ELKS 2X CONTNNOUS SILL PLATE 0" 0' L TOP PLATE �F�OUNDATION OR STUD WALL FOUNDATION WALL SHOWN I JOISTS DETAIL GARAGE DPPR DEADER (SEE 5ZOOF ENG FOR SIZE) SIMPSON LSTA24 STRAP W/ ALL VEILED W 116d NAILS SHEATHING EDGE W /SOLID BLOCKING SOLID 2X BLOCKING NAILED EACH END ttl/ SIMPSON 1-12.5 ON END r m GENERAL NOTES Nome Plans designed in compliance with international residential code (IRC) one and two family dwelling code, I, DESIGN LOADS FIRST FLOOR SECOND FLOOR ROOF SOIL PRESSURE GARA SLAB DECK/PORCH Maximum Deflection Limits Floor = 1/360 Walls = L/240 exposed rafters with less than 3/12 pitch = L/240 exposed rafters with greater than 3/12 pitch = L /180 Note: Verify design loads codes 4 site conditions, Check with local builds officials or specific loading conditions. contractor is to verify _that the soil 8 site conditions are in accordance with iRC 401, Z is not the Z tu well draining, and non - expansive soil with a min, bearing capacity of 3000 p,s,f, if soil o a o m GENERAL NOTES Nome Plans designed in compliance with international residential code (IRC) one and two family dwelling code, I, DESIGN LOADS FIRST FLOOR SECOND FLOOR ROOF SOIL PRESSURE GARA SLAB DECK/PORCH Maximum Deflection Limits Floor = 1/360 Walls = L/240 exposed rafters with less than 3/12 pitch = L/240 exposed rafters with greater than 3/12 pitch = L /180 Note: Verify design loads codes 4 site conditions, Check with local builds officials or specific loading conditions. contractor is to verify _that the soil 8 site conditions are in accordance with iRC 401, soils testing is not the responsibility of the designers. All design work is based on solid, well draining, and non - expansive soil with a min, bearing capacity of 3000 p,s,f, if soil and site conditions do not meet this requirement, additional engineer by soils 4 structural engineer will be r prior to construction. A 11, CONCRETE A. U nless otherwise noted, all exterior slabs on grade (includin(:;I garage slab) shall be 3500 4 interior slabs shall be 3000 p,s,i, ( 26 day compressive strength) concrete on 4" compacted gravel fill, Interior slabs be placed on 4 mil, polyethylene vapor barrier, B. all foundation walls and flooring shall be 3000 p.s.f. (28 day compressive strength). G. Foundation walls, garage slabs and exterior concrete shall have 55o min, / 196 max, air entrainment D. provide 1/2" expansion ,joint material between all concrete slabs and abutting concrete or masonru walls occurring in exterior or unheated interior areas 111. FOUNDATIONS A, verify depth of frost footing with local codes B. Unless other wise noted, foundation walls shall be poured concrete, see reinforced foundation Ao* +Ai1A C. provide termite control ^►rotection as required by iRC 324, D, Foundation drainage is to comply with IRC 405/ A sump pump may ve required on level sites. Contractor is to verify that foundation drainage is installed as required by site, E, The finished grade shall slope away from foundation walls 6" min, In the f fret 10' run Top of grade at brick and stone veneer wails to be held 4" below foundation, verify weep holes to be open and not covered by finished grade. Top of grade at siding or dryvit walls to be held 8" min, below top of foundation or as req b y siding or drvit mfr. IV. STRUCTURAL STEEL A. All structural steel shall conform with ASTM spec. A -36 V. CARPENTRY A, Unless otherwise noted, all 2x4 4 2x6 framing lumber shall be Spruce Pine Fir *2 or equal, all 2x8, 2x10, and 2x12 framing shall be Southern pine No, 1 grade, Beams 4 headers shall have and allowable bending stress of 11300 p,s,i, for all 2x1O's and 1440 for 2xl2's, All 2x dimensional lumber headers are to have a minimum of (2) cripple studs s each end unless noted other wise, B, All wall plates to be Spruce pine fir #2 or equal, min. Fc =425 p,s, i, C. Glulam beam design values are: Fb= 2400 p,s.l,, Fv 195 p,s,i,, e- 1,800,000 P.S.I. members with equal or greater design values may be substituted, minimum of (3 cripple studs at each end unless otherwise noted on plan D. Laminate veneer lumber beams (lv,l) design base values are: Fb =2600 p,s, f,, Fv =285 p,s,f,, E= 1,900,000 p.s.i. Fbvalues may be less than 2600 p,s,i. for beam sizes greater than 12" tall, verify spec with mfr, Members with equal or greater design values may be substituted, Minimum (3) cripple studs at each end unless otherwise noted on plan. Verify multiple member connecting with manufacturer E, Grider trusses to have (1) 2x4 cripple stud for every 2231 pounds of and reaction, in 2x4 walls 4 (1) 2x6 cripple stud for every 3506 pounds of and reaction, in 2x6 walls, See truss mfr, specs for loads. When bearing studs required exceed width of girder truss, provide multiple member connection with manufacturer, F, Unless otherwise noted provide: 1, double header ,joists 4 trimmers at all floor openings. 2,blocking between joists under parallel partitions, 3, all headers Fe bearing partitions. 4, floor construction : 3/4" a,p.a, rated Sturd -l- Floor, 20 " o,c, T4G exposure 1, 5, provide fire stooping in accordance with IRC R=602,8 6, Exterior wall sheathing: 7116 o.s,b, wrap whole house where plywood or o.s.b, is used , install form corner and beyond andy door or window opening to create a 48" total width of full height sheeting overall. Seams to be backed w /blocking equal to stud size. Install weather resistant membrane over per mfr spec, 7, All interior walls E ceiling are to be covered with gypsum board, with metal corner with metal corner reinforcing, tape, float and sand (3coats). garage ceilings to be covered with gypsum board as noted, 8, If marble flooring is used in areas not noted, Floor system may have to be reevaluate to control joist deflection. 9, All interior partitions to have studso 16" o,c, G. interior trim and finishes to be selected by owner, F, Foundation walls that retain earth and enclose habitable or usable spaces below grade shall be damproofed, waterproofing shall be used if a high water table and or other severe soil conditions are known to exist. H. All wood trim and siding applied over weather resistance membrane to ve back primed prior to installation, Q Z U co 0 . VI, Masonry veneer walls shall be separated for the water repellanat sheathing b y and air space of a min, of I ". When the 1" space is not free of mortar, a weather resistant membrane or building paper is required over sheathing. Flashing shall be located beneath the first course of masonry above finished grade above the foundation wall or slab and at other points of support including o 0 U) U) 0 0 - V L ' t/� = •= N 0 IRV 0 = LL O � roof intersections E lintels, Weep holes shall be provided at a maximum spacing of 33" o,c, Weep holes shall not be less than 3116" in diameter 4 shall be located immedfately above Flashing ViI, Miscellaneous a, Unless otherwise noted, provide: 1, Install craft faced insulation batts in exterior walls or install polyethylene vapor barrier against in side of unfaced bait wall insulation, 2,Insulating double glazing (U -Value .50 max,) at all exterior glass area, interior and exterior glass areas including sliding doors, patio doors E windows shall be tempered glass as required by iRC 308 b, The working drawings do not provide specific detail and workmanship requirement in areas including but not limited to flashing, caulking, painting, nailing, soils, dryvit, waterproofing, concrete curing placement and finishing, Builder is responsible for providing supervised workmanship in all areas of construction. c, it shall be the owner's responsibility to review materials and products specified on drawings and match to existing building If applicable and verify the same with contractor prior to start of construction, d. Windows noted on plan will be ],window grid pattern may vary with manufacturer 2,All egress or rescue windows from sleeping rooms must have a minimum net clear opening of 5,7 square feet The minimum net clear opening height dimension shall be 20 inches as required by iRC 310 3, Window glazing is to have uo of not more than .38 4, install and flash windows and doors per manufacturers spec. All wall and roof penetrations shall be flashed and sealed. 5, All exterior wall penetration are to be flashed or caulked in accordance with spec, provided by exterior wall surface manufacturer ( brick, siding, or dryvit) 6. Dryvit is to be installed according to manufactures spec, Refer of dryfit builders reference guide "building successfully with Dryvlt EIFS" ° or the mot current spec. U available from Dryvit systems. 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