Loading...
2835 Plan€ 1f11n11Rl u—Iff JIIl ILU UAILU. .f I I _ i 0 0 ® m € iffifI RO NN1ffnlllfL u mf nrl l 1 M WLWlII1111llO WI WII k ee eooe � II I LEFT"ELEVATIION REAR ELEVATION RIGHT ELEVATION vE'.r -a 12' AT EAVE MM ----------- --------- - - - - -I I I I I I I I �J a .0 L a I I � I I 1 PoDGE I L I f I I I 1 I ,¢- ITYP.J I I I I 1 r1 L JI LJ ---L-------_---- -e , (TYPO.) R,001=-FLAN W-No' D,S. - DDLMerwT i 1 iJ r Tmvw ca" (TYP) — s Pon •'�� ` -,c. Z - v FRONT ELEVATION V4'.I'•0' NOTE, AMPiE66 OR HOUSE' TO BE POSTED 4 PLAINLY VISIBLE FROM ISTREET FRDNTAGE U C m a a (Y 0 0 N O a CL O W W Q1 T Ln � M O CQ 'o 03 j)(0 04 r f � F� W m C' co 4 C) a m LC) 00 Z IL IZ cy) LLl O !(7 ° 00 L: N Z8 ILu 00 CQ�`S�Oa \5a���•� E T m c: C Z N N . 3 C ° Naa' �a�a V� 5 n m IF` L.L. � In cr o [AD 6O �¢ asp�aoPaa�o4��agaea ay eO T� L0 �Paeq�.�as55,`o9Pa��c Sv4 (;iTS 'GVI 1 Q� cZ 5010 PER PLAN , PETAL TES MAX 24' o/e HORI20NmL 4 VERTICAL SEE TYPICAL R111" . - SEE CAL AL WAIL WALL MOTION FOR TYPICAL E�nERIOR WALL Care,RUCnaI BIWX VETEER w r ARSPACE EEHMD 22 GA GOM MACIRY TIE. (1) PER 12) OF OF Y"ER NEA (TYP. w,a FoR STRAP HOIDCVIU, V W4u. REOUVBD OR STRAP HOLD DO" MT C"dE TO Wm SEE M&LAiION TABLE FOR WITH 5/S' TNFEADED ROD - WEED V INTO THE wLATION REONREMEin PORTION WERE THE WALL 15 AT LEAST e' TWCK WEEP HOLES 4'- o'o.D. AppR7xIMp.7E GAn0E 60LID COW To EDTTOn OF UCEP HOLE § II APSTO 6ISTANT 2)(6 ML PLATE BED 2%6 ML PLATE �,, SHiATFiRIG RESISTANT LAIN MORTAR2 JONT OED clam ' dEAtHING ROOF GENERAL NOTES: A COMPS M S LLL PROVIDE ATTIC VBOLArM A6 PBt CCOE °c � a ALL VAlER ar W A POW AB0E IBOOF eHEATH6Ya 4 CFI AS NIM D. 1114 MULL EEARD1 my ON 1101 OORILO(1Qasumn Tuft E NEADEM TO EE A MNMM OP 480 DR UNa F. PROVDE DWILE FLT IMMI.AYMBUFOR CRP061rION OXIIII : MIR)ICR KOPM 11IM 40 I UNDEFLAYFENT OWL EE MKS N Wa 401% PM4LLL TO AD 61bRM MM THE WE I UPPED APASIM MISLY TO W N FACE. W L4%WAL IEE OW BY 6 FEr. VENTILATION CALCULATIONS ! REQUIREMENTS AT LEAN' 606 I NOT MORE %* W4 Q IMGiFIOm_ _�R6II4Nl M N IFIMp o 21Ellp1 Q VIEELAIED IIroP4PAM MN S' ALOYE FAVE ORCCINCE x�l1T(5P)ILMN TIE a 'Kf1�p Y8RUtI0N MROVDED WY WVE VRM PBE IRO SW BICI.OIED ATN0 AD BYA.M RM1ER IPAL'MMR METE OELLNM AN ATIm DRCILT TOINE Ul7BMDE CP ROOF R/PIBM NAVE CROM VBQLATNAIOF EACH 6T?LRAIE FPA(>EerVlMLAT►noPewnEPR0�1® rTNElRRMIOEOPRANOhEIOW. VW MM "M WALL M ml n MMTAW IN ft WIN V Mt 1 W MAX DESIGN CRITERIA TABLE 830120) GROUND SNOW LOAD 25 WIND SPEED (MPId) g5 SEISMIC DESIGN CATEGORY DI/D2 u o LEATHERING MOD FROST LINE DEPTH y� nil iEF411l'E SLIGHTA'tOD DECAY SLIGHT FEAVE VENM AM )STALLED MUTINNULL NOTi"1111 fM FRFRAFI OFIARMNr �M NUATICH AIV FR �Al♦� 4 VW {. 11011 e1RLN6 cFTNe+EMr aPBINE6 NuLI EE N6T EA94E66A01 eE RED AND Mo•DPoVB! MOMUE PENN 'ANTI. FPFAIWY6O/RiL6 NIOLLD NITA W0TIETOPRPTNEOIRNDEOFH ENIEPFO KI, ENN3JD U N , TO A AN T AEOIE RE *" OF � IAIJ.0 CILE'vEe1UBE 0MI L001EPLL iNRI (Al1 OAI.tLLATIaE WLLMNET ROE I" M EAVE VWIIA PROBE 'D By (021 DIMEIER M 112 Fr. OF ATRC AFL OW-60 daFt.. TW2 NOW FM FAVE eloai J01815 812E PEPAONi PER Fti-AN � Ye. � NOTE, SEE PONDATION DET,' W AND FOR REOAR AID AS. IPOIMATION 2.,.; ..:. MAX 30'-0' HEW a ;' "CAL RDOR LONSTR OT G MMAAXTTW iHKwEes MAX 30' -O' TALL SEATLEiR RESiSTMIi LAN MOR OLTU IR eETTIY. BED OLLTNYED SrcNE 2% 5 U0 5b 2x ISTUR ALL NN1LaTI0NKWPEF�0002ps1 WINTER DESIGN TEMP. 26 ICE $WELD NO FLOOD HAZARDS FL CCD FCC 11A50 AIR FREEZING INDEX 50 OP WITLATNN R6CIFRED(106O1 KW (1% -4kt PBEELOOIOI NENVENr. 4u64h Lo VENT . 43444 I�AIFPER ROOF VBIING PIVJDED 0Y 15(P - WERE PLaw euaue PaFE THAN ^'vBEER A /A -I BRICK 4 STONE vENEER DETAILS MEAN ANNUAL TEMP. 50 12' AT EAVE MM ----------- --------- - - - - -I I I I I I I I �J a .0 L a I I � I I 1 PoDGE I L I f I I I 1 I ,¢- ITYP.J I I I I 1 r1 L JI LJ ---L-------_---- -e , (TYPO.) R,001=-FLAN W-No' D,S. - DDLMerwT i 1 iJ r Tmvw ca" (TYP) — s Pon •'�� ` -,c. Z - v FRONT ELEVATION V4'.I'•0' NOTE, AMPiE66 OR HOUSE' TO BE POSTED 4 PLAINLY VISIBLE FROM ISTREET FRDNTAGE U C m a a (Y 0 0 N O a CL O W W Q1 T Ln � M O CQ 'o 03 j)(0 04 r f � F� W m C' co 4 C) a m LC) 00 Z IL IZ cy) LLl O !(7 ° 00 L: N Z8 ILu 00 CQ�`S�Oa \5a���•� E T m c: C Z N N . 3 C ° Naa' �a�a V� 5 n m IF` L.L. � In cr o [AD 6O �¢ asp�aoPaa�o4��agaea ay eO T� L0 �Paeq�.�as55,`o9Pa��c Sv4 (;iTS 'GVI 1 Q� cZ c a 'T Tn §I 7 m `P M 4 in 0 FT --------- -I- r --------- T7 l- -j L.1 L-4 I I i -- 40' -0" f 2. -O.. I3• -B" I B. -�" PATIO OPT. rTrP� 16'6x10' I �, )()W © m�caM I I I I I REFER 4'•0" 4' -4" - I � �x 3' -4' 1 V -4' SF! (2) 3/0x&/0 P)K 3 /OxdiO BN FAMILY RiM. 21'x16'& V -O" CEILING 51•8'" 1 II' -2' ARC�1 rBoFFIr e• " - - -� I I \ 8 1 pJNINCa e V -O' CEILM6 "I I To 0 1 1 // \� �'TO. O IMPACT RAISE I8 AFP. FOR II'•O" 1 ' -O 5'•0' / @ PORN AND W/N SOFFIT 8" PROVIDE 1 -3A9" 6OLICD Cope IO'IOx4'10 POOR OR 20 MIN. FIRIF DOOR R46 P IoN 11403 K O.. T4u% ZD I y - H V BOFFIT� -6' - -� m 1-CAR QR GZ�j AQ -CAR GARA r= 20'L20'2 $ A-& SD 6' 1 INNOxII 4 /2 fi Q e'-O" GEILMG I I 02v / HC - -BCIT1 crie - -� v ro61 - r---------------------- uTE kTYFEw Gyp. W.•a& i 15'tG96, i EXTERIOR IIW j I I PJC,*MTINOIIf�IO LORCELM i CZ 9 /Oxi /O 5 Y 11011 COM}ICN TO NOIRE MN 26 GA 61M I EXIT T R NOIDRG70PENNGS N GARAGE f 1 I-1 E 10x810 (OR SECTIONAL GARAGE DOOR 2' -2" I. 2' -9" 12' -S" 16' -0' 21-13, 2' -0•• i" ?AIN FLOOR PLAN V4 "•I' -O' 5 -MIR AIR EXCNAWjE FAN e N10a DETECTOR PElet ENTLY WIRED O• TEMPERED WNDOIWDOOR OO O § 0 a v m a, I -® a+ I FLOOR PLAN CALCULATIONS MAIN FLOORt I$01 SF, UPPER FLOOR 1,626 SF. TOTALS 2035 OP. GARAGE/BNOP, 546 SF. 0 Pj it _ _ ___ _ ______ II ;`'k`'.- III 40' -0" L 4' -0 III 6' -10" 110". II DECK OPT. I 1 'I 3'•7 3' -3" 18'6x10' (TYP -111 I 5 /0x5/0 6W — — — i I S /ox /6 8L b/Oa4/O SL EGRESS 0 m FIREPLACE DIRE \ CLETARA CE � BEDROOM 2 i \ 12'4xu'2 8 -O" CEILING / V.TD . zo MASTER SUITE T-0 - / 8'-0" 0EL6r• 6" I I O CFM l \h � � 0• I o e -- I V.T .O. 2 / I \ R4S d.ISe. ,� II II14xb'10 I� O 5 5'- 6 L- -- �4 -- J I ----- - - - - -� 2/a x�g will. e � c g� = Jm a " 1w1b ga r N >, 0 i�1 oD [8d6E V R18 "? Provide inches 41' I DN I R 'o O of make -up air to utility I I 2m / VIENILATION O W 150 CFM 96" RAIL ® -. _.. _. e V.T.O. Q ePROJpE.STAISIkY911MN4 R48 ( DRY � `* ' FER EEC11O1 "6M F!C — _ _ — �„ Cam. j.7 vT-.3. • J (� 2/6 R•8 r Ln co �/\ tV _ ,'. • \\ '� /moo � � W rn SOFFIT 6• / LI\ O / \\ O m 2 -1" 1' -9" L 3' -O" I BONUS W1 I I BEDROOMS (2Q ro 182x13'4 1' -6' 10'2x12' o BEDROOM 4 D' -O' CEILING D' -O' CEILING 74 10'x11'2 O W rd 114 -k,4 SOFFIT ON D" I 5 / O IB 4—) EC a L -- - -- - -- 88 216x /0 Fx r / 3 /Oxb /O EGRE89 9 (2 9/0x5/0 EGREee �'• � 4.411 V -4" 4--6-- 3' -O" 3' -B.. 4'•1017 " 4'_I "" 3'•1012 " 3, -4 3' -101.. D. -6• 6• -B. 9. -y.. co 32 m 40' -O" 0 Cfl O Q Q N Lf)m zap (Y)w r-, t\ UFFER FLOOR PLAN 00 L N w � V4'.I'•0' 5 -MIN. AIR EXCHANGE FAN IN ` V -0 C r- � T -?-M DETECTOR, FEWANENTLY WIRED O C C: CO TEMPERED VOOWAOOR O : r .0 Ca � -0 C �O (d N " L 00:8a- A2 k b m CCMPOBITI ROOFMG CN W FELT' 1A6• "ATHMG N&LATE PER CODE §� Master Suite m s Kitchen ugg will SECTION A TYPICAL INSWLATION SCHEDULE INSULATION PER WSEC REQUIREMENTS AREA PRESCRIPTIVE WALLS R -21 FLOORS R -30 CEILINGS R -38 BASEMENT WALLS R-10 CRAWL SPACE WALLS R -19 24.81=6 • 16° O.G N' Or- MAX) 1/16. 068 6HEATHM6 V VAPOR BARRIER FELT 6 0 W � n 1'� W W � >Cf) W Fi E V4 U C n. Q m Cc n 0 0 N O a.+ �L Q. O W, Co M d+ Ln 1� 0-) m O O 03 04 r� a [ A -3 ] m r o m o 0 0. a CD (D Lo 00 Z a. OC clo W T\ C G c) N (D (z W 00 N � I -0 r I � T cm .E•- =3 r O -o O co > N al >r O - CL -9 d m o E [ A -3 ] �J 1 I I I I I. 1 1 I 1 1� V4' 0-O' /• as � R c� �I LOW FR -S LEWI 410" DR 4x10' FE-0 - FR -D -D 4X10" DM FR -4 Fli —IB 410'DMI I I I I 1 I I I 4XIO' t.1 r NOTE: SEE ENGINEERING SHEETS, CALCS AND DETAILS FOR ADDITIONAL REQUIREMENTS! NOTE: MANUFACTURER'S FLOOR JOIST LAYOUT TO BE KEPT ON SITE FOR INSPECTIONS! -- FR -3 -3 —_ FIR-2 rR- --_ FLOOR FRAMING PLAN NOTE. ALL AMID SATIN BEAMS TO BE DK OR R- 103.8 R44NpCN1G: APPROVED CORR08VE RE7SI�STDIV�EpR.dSHeYi SJA.L BE AS 7 OR THE BHAOL IA RTO THE SCf 1Vi ERIE IWL L FB✓15N T SHALL BE INSTALLED TO PREVENT WATER FROM REENTOW. TIE EXTERIOR WATER ENVELOPE USE APFFEDVED CORROSION RESISTANT FLASHING M ALL OF THE FOLLOWING ARE4 . �y�C�S LACK TOP T LAP OF NOT LESS tW OVER TFEppg�IHNG MATERIAL LEAK FRCOF E%iHAi gRyE4A8HING C0 NOT R TIE , a. VW COtvEfiS 1. 7 T OF CHl1EuotAID Oi{ER MASCTRf fONSTRC " 4.0 1R8 Y �IUA�LLS�PMROJECTBY LIPS L B�OTNW61DEA4D8 &LL6. 5. UERE EXIEWOR PORGIES, DECKS OR STARS ATTACH TO A WALL OR FLOOR ASBB"BLT OF YDOD CONS. T}81CTICTI 6. AT SWLI. d7p RJOF MTEMSECTLTB - 1. AT BUI TIN OJTTERS PER IRO SECTION 81033. SMEAR WALL BOTTCM PLATE NAILBY 1 ALL NAILING AT PFEBBXa TREATED F4ATE 11S BER4 SWILL BE HOT DIPPED ZINC COATED GA W. STEEL OR STAINLESS STEEL NAILS PER IR: 383 FASTENERS FOR PRESM PRESERVATIVE 1 FIRE RETARDANT TREATED WOOD SHALL BE NOT DIPPED GALV, $TEEL STAINLESS STEEL, NLILOLZf.OR COPPER PER IFIC 37031 FIELD COT END NOTDHE6, AND DRILLED HOLES OF FFE68Ag TREATED WOOD SHALL BE RETREATED IN THE FIELD K ACCORDANCE WIN AWFA 114. TYPICAL FLAS41NG DETAILS �T�6�Sp (TW55 MANUFACTURERB) 1 11E LECA KN CF Trop i�M1T b1CONECRRIwam ALITT OFWQIpLWMEENti SILF9w {�pAI (JOIST MANUFACTURERS) AiRm Alts MaT�z+Y 1 rl I r OF Tw°OI uR ISBENSS LL B�D BD NOTCHRIG AND BDRNn BEARING OR EXIEAM WALL NOTCH 75% BORSYa 40%80% BORING F DOUBLED AND LEN OR EOWAL BUCCEBBIV STIRS, NON- BEARIYi MAX. NOTCH 40%, BORM 60% HOLES NO CLOSER THAN 5/S' TO FACE OF STUD. 1. JOIST BLOCK AT ALL MO. 3. JOIST &OM AT ALL INTERMEDIATE SIPPORTB IN WC DI4177. 4. JOIST BLOCK TO MAMPACTUFES WISCIFICATIONB. 5. ALL SOLID SAW BEAMS TO BE DM OR BETTER NOTE. THb PLAN 16 NOT DESIGNED MR ANY FROJECTM TO BE CLOSER THAN 3 FEET TO A MWIFERTT LIFE 1/ V W W ro �V1 W Iz 0 0 N O L I) T Q 0 A m M ct+ U7 00 M O �o 0 04 F� m O CD O a Q c?) Lu 1�' Z d o 1 r` ROOF FRAMING PLAN N r o "' o V4'4.0' NOTE: ALL SOLID SAIW BEAMS TO BE DK OR ESETTER T m r NOTE: ALL OvMieME TO BE 2X6' HP'J MR W" IP TO 10' -0', FOR SPANS OVER V -O' USE 7XS' HR. r E *- O C N ALL CONRECT06 TO 6F£OIFIED AND/ OR ARFIED BY TRUSS MANFAOIUFER c: cz R �T ctau" A -5 ] I /A -6 R -1036 R ASHAY4 APPROVED CORROSIVE RESISTIVE FLASHAYA SHALL BE PROVIDED IN SUCH A MANLIER AS TO PREVENT WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE EUILDING STRUCTURAL FRAMING COMPONENTS, THE FLA&M!G SHALL EXtW TO THE SJRFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FRCM REENTERING THE EXTERIOR WATER ENVELOPE L AT THE TOP OF ALL WMOR WNDOW AND DOOR OMNW -10 N SUCH gARMgMNlp$RTFTTOppDE LEWT�EC��PROOF, EXCEPT THAT SELF R ABHW UNNDOU.B DO NOT �OUIRE RASHM TIE Ol 114 MGLI�DFIGETHE ��R 2. AT THE NTERSECTION OF CHIMNEYS AND OTHER M 624RY CONSTRICTION WITH rRA'E OR STUCCO WALL6, WITH FRO.ECTWA LIFE ON BOTH SIDES WIDER STUCCO COPINGS 3. INDER AND AT THE ENDS OF MASOW, WOOD OR METAL COPINGS AND SILLS. 4, CCNTINOUBLY ABOVE ALL PROJECTNG STOOD TRIM. R RJFRE EXTERIOR pnwjAFS. DECKS. OR STAIRS ATTACH TO A WALL OR "AR WALL. BOTTOM PLATE NAILSYA 4 ALL NAILING AT PR Oft TREATED PLATE MEM F6 NNALL BE NOT DIPPED ZINC COATED GALV. STEEL OR STAINLESS STEEL NAILS PER ARC 3w FASTENERS FOR PRESBUGE PRESERVATIVE 4 MfrE RETARDANT TREATED WOOD SHALL BE HOT DPPED WTLV. STEEL, STAKE66 STEEL, SLICOR BRONZE, OR COPPER PER IRL^ 32031 FIELD OUT ED, NOTCHES, AND DRILLED HOLES OF MOM TREATED WOOD SHALL BE RETREATED N THE FIELD N ACCORDANCE WITH ALPA M4. _ IZ PER PLAN. XKING (TYPJ VDER BOARDS I NAILED. MWO (TYP) III iW Cl \ 3/4- PLYWOOD 1' -3d" 1/4- PLYWOOD BACK j m 3/4' ADJUSTABLE PLYWD. SHELVES W/ HARDWOOD EDGES (TYP.) RECESSED ADJUSTABLE SHELF STANDARD (TYP.) PLASTIC LAMINATE ON 3/4' PLYWOOD PLASTIC LAMINATE ON 3/4' PLYWOOD 3/4' ADJUSTABLE PLYWD. SHELVES W/ HARDWOOD EDGES OYP.) PLASTIC LAMINATE ON 3/4' PLYWOOD RECESSED ADJUSTABLE SHELF STANDARD OW.) 1/4" PLYWOOD BACK 314' PLYWOOD RESILIENT BASE 2X WD. BLOCKING (TIP.) sl" O �I► �i\ 14 A P EII - MI. m NM ET;. M, ACTII€D NDAG TS. oRWUIt Im PL\V (A'j v m DORI M" MDR PMM EMT OF WATER INTO TILE WALL CAVITY OR 6TRI�TVRAL FRAMING COMPONETS UNION QOa1�W6TWA R WHEN FLASHAXA 4 FELT PAPER HAVE BEEN APPLIED OVER THE LLOW. WITH LOX ND OOI/6LTIa4 RE1 SIDING A I" VERTICAL. CLEARANCE WAS TO BE MARNTANED BETWEEN THE SONG 4 W 04ALL KIWR4 TO WALL Q1wa IY11T OR THE CONCRETE. WITH MANIFACTIYED 810N4 THE MN VERTICAL DISTANCE OF I' LID E, HAS TO BE MANTAREDIOR AS STATED IN THE MANWFACTIURRS INSTALLATION GUIDE � N r YWL FIREPLACE DIRECT VENT GAB mw CLEARAY.E VTO. A. au KNjA Ot1'HA At t146 W61DEQ STAR y. 3.,3,. . -9.. sl" O �I► �i\ 14 A P EII - MI. m am NAM INTO — 150"m PL - N8 Bit 3. Fave DRAM aF Y 20 L � _ m ]I4A 4 Y• OG W4- T46 Na-ROOR Rao V.W LEAVE'. h' C EA4PANCE Alaw am NM ET;. M, ACTII€D NDAG TS. oRWUIt Im PL\V (A'j v m DORI M" MDR PMM EMT OF WATER INTO TILE WALL CAVITY OR 6TRI�TVRAL FRAMING COMPONETS UNION QOa1�W6TWA R WHEN FLASHAXA 4 FELT PAPER HAVE BEEN APPLIED OVER THE LLOW. WITH LOX ND OOI/6LTIa4 RE1 SIDING A I" VERTICAL. CLEARANCE WAS TO BE MARNTANED BETWEEN THE SONG 4 W 04ALL KIWR4 TO WALL Q1wa IY11T OR THE CONCRETE. WITH MANIFACTIYED 810N4 THE MN VERTICAL DISTANCE OF I' LID E, HAS TO BE MANTAREDIOR AS STATED IN THE MANWFACTIURRS INSTALLATION GUIDE � N r YWL A. au KNjA Ot1'HA At t146 W61DEQ STAR AQ"T HALL DCMO 40a IN WONT MISS PRODUCT s• rv4ulm wood amwx STEM WALL ASSEMBLY AT FOWATION W/ vouwea ^� or h K1 a fY RHD6Y METAL PLA6N14 HINDER 61DNal EGOS NALN3 WO 21N 4 B' OL PRESIDENTIAL COMP. a• 1'ICOP ewe am NAM INTO — 150"m PL - N8 Bit 3. Fave DRAM aF Y 20 L � _ m ]I4A 4 Y• OG W4- T46 Na-ROOR Rao V.W LEAVE'. h' C EA4PANCE Alaw am waj pi, ® - \\ Y aH - ':I B �I - � QST.7AlLLBd iQ���IQ�Q k15i:.i0Wt7u � ww�wv'v :�N.v1��� RE,c:.:arsa�Iara CCNCREtE CANNOT POURED DIRECTLY AIIAw WOOD, WOOD 81DING6, OR NM ET;. M, ACTII€D NDAG TS. Y . • . CONCRETE CAN BE WOOD N BUCK A MANOR AS TO PREVENT m DORI M" MDR PMM EMT OF WATER INTO TILE WALL CAVITY OR 6TRI�TVRAL FRAMING COMPONETS UNION QOa1�W6TWA R WHEN FLASHAXA 4 FELT PAPER HAVE BEEN APPLIED OVER THE LLOW. WITH LOX ND OOI/6LTIa4 RE1 SIDING A I" VERTICAL. CLEARANCE WAS TO BE MARNTANED BETWEEN THE SONG 4 W 04ALL KIWR4 TO WALL Q1wa IY11T OR THE CONCRETE. WITH MANIFACTIYED 810N4 THE MN VERTICAL DISTANCE OF I' LID E, HAS TO BE MANTAREDIOR AS STATED IN THE MANWFACTIURRS INSTALLATION GUIDE � N r YWL Ot1'HA At t146 W61DEQ STAR AQ"T HALL DCMO 40a IN WONT MISS PRODUCT RVDATION WALL FRNIIIE MAIM WOOD SEAT PSI FUN (r4m4rw" wAr br) STEM WALL ASSEMBLY AT FOWATION W/ BEAM POCIMTCMECTICN W= COMO&ION RESISTANT or h K1 a fY RHD6Y METAL PLA6N14 HINDER 61DNal EGOS NALN3 WO 21N 4 B' OL PRESIDENTIAL COMP. But -0111141 (SEE ROOF PLAN) 30' FELT EA COURSE P PIC RDOF SEE SHEAR UALL SCHEDLE FOR SHEATRM REQ. GRAN MANFACIUFED 7FWB8E5 4. Fes,M BRAN IS, (OR 2XRAFTERB 4 CLG. JSTSJ R1ERM®AURAP R-36 ELEC. RESIST. INSULATION F - R- A ELEC.FESIST, RAFTER /NVAULT � I6 bb"wIN6 OVALS L2° GYPSUM BD. CEILING BAFFLE 4 EAVE VENTS 10" MIN. TREAD DEPTH X SOLID BLK'G W/ 2•XO' cORIaO61aN RESISTANT METAL 26 SCREENED VENTS 4 W OC. fLA6H1AN6 OVER a` HEAT INSTALLED L GUTTER ON B/4AB FASCIA _ B CONg4ETLI AMA) WOOD. 6' 1FHR! WAYS M P/Y THROWN OIRRA Blil®INB FOR I®NR ODD LIP WAU wro AD CCNiCTIM pea SIDING (SEE ELEVATIONS) N' IV BLDG. PAPER (OR TYVEK) a6 POLWATIOOK R103A 8n/41eV C*C"I REIN F RAGOEL SEE SHEAR WALL 9CHIEDILE FOR 9FEATHAG REO. / A9AM6t WALL MINDS 4V N 4E11HI IF ' 7Xb STUDS 4 16. X IIPo[P��91 R -21 ELEC RESIST. AT EKT. WALLS t}" GYP" W. waj pi, ® - \\ Y aH - ':I B �I - � QST.7AlLLBd iQ���IQ�Q k15i:.i0Wt7u � ww�wv'v :�N.v1��� RE,c:.:arsa�Iara CCNCREtE CANNOT POURED DIRECTLY AIIAw WOOD, WOOD 81DING6, OR ET;. M, ACTII€D NDAG TS. HAVE AT LWT 09 HI MAL CONCRETE CAN BE WOOD N BUCK A MANOR AS TO PREVENT N RLL EMT OF WATER INTO TILE WALL CAVITY OR 6TRI�TVRAL FRAMING COMPONETS UNION QOa1�W6TWA R WHEN FLASHAXA 4 FELT PAPER HAVE BEEN APPLIED OVER THE LLOW. WITH LOX NN M.lW MAX M. SIDING A I" VERTICAL. CLEARANCE WAS TO BE MARNTANED BETWEEN THE SONG 4 W 04ALL KIWR4 TO WALL Q1wa IY11T OR THE CONCRETE. WITH MANIFACTIYED 810N4 THE MN VERTICAL DISTANCE OF I' NRNE NMORAIL NRAryTW HAS TO BE MANTAREDIOR AS STATED IN THE MANWFACTIURRS INSTALLATION GUIDE � N r YWL Ot1'HA At t146 W61DEQ STAR MISS PRODUCT NOT PASS H*901IeORI6H N gRgW,Me MAx NW.L AWE W= COMO&ION RESISTANT or h K1 a fY RHD6Y METAL PLA6N14 HINDER 61DNal A IM MDFa a 4'. au Rm6® 4J 6tALL6 TO aE Y• MN IN law. W(YAM) MR TYPE OF 61DNa I' MM. all 61DNa SPEDMICATTON6 - m i PI'MAX RIM M. WaY MO lfLV4- � F gOX LDADri ) 10" MIN. TREAD DEPTH cORIaO61aN RESISTANT METAL 26 fLA6H1AN6 OVER a` HEAT INSTALLED B CONg4ETLI AMA) WOOD. 6' 1FHR! WAYS M P/Y THROWN OIRRA ODD LIP WAU wro a6 POLWATIOOK R103A n / II/A-61 GUARD 4 STAIR 4 STAIR REQ111IM�NTS HAVE JOISTS F �9 e U C CL CL ly 0 O N O .0 0) CL O LM FLOOR FINISH 3/4. 01 SUB FLOOR PL. J016 TS (BEE PLOW V.' GYPSUM BD CEILING (I FLOOR FINISH 3/4' T40 SUB FLOOR I—{ FL. JOISTS (SEE PLAN) = R -30 ELEC. RESIST. NSLATION . R--{ AT CRAWL6PACE 6 MIL BLACK vlspEE' 1 t Lfi Cp � m -. 1X6 P.i. MUDSILL WITH r(Y(1 -J � C5) L I- 46 "4 AB. 4 12" Or- AT NON - 8HEAR WALLS UNO. 'on .rl (SEE SHEAR WALL SCHEDULE ^V 2� ? FOR ALL OTHERS) L (MIN. OF 2 PER PLATE a W/IN 2" OF ANY COR),M ✓V C Mk 1° EMBEDMENT O ` 4'M PERFORATED 10 TYPICAL WALL SECTION ° 03 4 a) Y• Two AD 41 RIMINOR n S4 Be W (L IdI NIBRBe611'Rl) � 2" NAM v 1 JOBTO1I 1C1B 4 .IOBR • 4' ok STAIR AT WOOD FLOOR CONN. m R 0 RMNJ AA11_� `:�' d/ p Q N e J Lf) m Z 0-11 M:w p W N N N cu Ll1 STAIR AT LANDING GONN N E r C m T NOTE: SEE ENGINEERING SHEETS, CALCS AND DETAILS FOR ADDITIONAL REQUIREMENTS! (tf -0 > 0 0 � n it d A ] a 5' -8• � FLOOR PLAN CALCULATIONS MAN FLOOR: I ;OT SF. UPPER FLOOR, 1,628 SF. TOTAL, 2,838 SF. GARAGE/SNOM 761 SF. FAMILY RiM. 21'x16'6 W -O' CEILING b' -0' DIRECT VENT FIREPLACE - wM 11 O IMPACT SARRIER RAISE 16" AFF. FOR KM AND W/H 10> 4 ALL Km 4TP.ED.4—CUi— — —, W4LL6 9'r�e 4 uL E2OEROR W4LL5 I =T6 MOM W&I.ORCELM I COM NO 00 TOOPBYlGS N GMNES� I OA SECTIONAL S' -0' --=- - - - - -- I I I I I I I I I of I I S'a" OR SECTIONAL � L 2'-"' L-ot 81.0. -0• 21'•6' 10'-0' MAIN FLOOR PLAN V40.I' -W 5 -MN AIR EXC4krjE FAN SMOKE DETECTOR PER UNENTLY WIRED OO TEMPERED WP'DOWA7OOR OO 9 0 ftWM ER GRP • WND005 RS. FASCIA ' RS TRN S� . :LW 7� Z (4 _t's; V4'-I'-O' NOTE: ADpRE08 OR HOUSE a TO DE P08TED 4 PLANLY VISIBLE FROM STREET FRONTAGE REAR ELEVATION W.1' -O' mm RIGHT ELEVATION VS'.I' -O' 4' COW, SLOB 0/ 4' COMP. FILL SLOPED V TOINRD DOOR 1111 G n F U p Q 3 � t\ C) 8 0 �t N 3 O CL U U) W W r LIB pp W r- 0 ° M n 0 0 �ro w W Fso � I m ICI II o = Lr==----- - - - - - I (c) Q ------- -- - - -J ON Q ----- ------ - - - --I ----- ------- - - - - - Lo o ° I I 2 T} In I I Ij N O} 5'0° I� 8• -3. L. JOISTS __= I I I n I I 24 24 .Q r �;, L---j I ® wiH — — — — � — — - I � SLOC2COUT I o FLN� I —�I FBO -2 V -8° 10' -b° _ 4' COW, SLOB 0/ 4' COMP. FILL SLOPED V TOINRD DOOR 1111 G n F U p Q 3 � t\ C) 8 0 �t N 3 O CL U U) W W r LIB pp W r- 0 ° M n 0 0 �ro w W Fso � I m ICI II o = Lr==----- - - - - - I (c) Q ------- -- - - -J ON Q ----- ------ - - - --I ----- ------- - - - - - Lo I-IQ"I 3 -CAR FRAMING PLAN 3 -CAR ROOF FRAMING PLAN 3 -GAR FOUNDATION. V4'•I'•0' ALL C0l4JFG 39 TO SPECIFIED Alm/ OR VERSRED BY JOIST MANPACWP U4.,p, p' NOTE: ALL OVIEWRME TO SE 24' H'4 FOR SPANS 1P TO m' -O', FOR SPANS OVER m' -0' USE 2xr HM. V4'-I'-O' ALL CLNlECTONS TO SPEOFIED AND/ OR VERIFED BY JO NOTE: ALL SOLID SAWN BEAMS TO BE DP2 OR BETTER ALL CMIECTM TO SPECIFED AND/ OR VERMED BY TRUSS MANFAOIURER NOTE: ALL SOLID SAW SEAMS TO BE NOTE: ALL SOLID SALLN BEAMS TO BE DIM OR SERER 1 T E •— C m r O C15 Q >N O PL>4�1_.. �� M OC 0 d ORBER A_7 W �Li � 1 �y )C 2 T} O} M W W 8• -3. 4y N � 0 .Q r �;, I-IQ"I 3 -CAR FRAMING PLAN 3 -CAR ROOF FRAMING PLAN 3 -GAR FOUNDATION. V4'•I'•0' ALL C0l4JFG 39 TO SPECIFIED Alm/ OR VERSRED BY JOIST MANPACWP U4.,p, p' NOTE: ALL OVIEWRME TO SE 24' H'4 FOR SPANS 1P TO m' -O', FOR SPANS OVER m' -0' USE 2xr HM. V4'-I'-O' ALL CLNlECTONS TO SPEOFIED AND/ OR VERIFED BY JO NOTE: ALL SOLID SAWN BEAMS TO BE DP2 OR BETTER ALL CMIECTM TO SPECIFED AND/ OR VERMED BY TRUSS MANFAOIURER NOTE: ALL SOLID SAW SEAMS TO BE NOTE: ALL SOLID SALLN BEAMS TO BE DIM OR SERER 1 T E •— C m r O C15 Q >N O PL>4�1_.. �� M OC 0 d ORBER A_7 W �Li � 1 �y )C GENERAL NOTES BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL RESIDENTIAL GODS (IRC), AS AMENDED BY LOCAL JURISDICTION, ROOF LIVE LOAD = 25 P5F (SNOW) ROOF DEAD LOAD - 15 P5F FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 P5F WIND LOAD = 85 MPH WIND SPEED, EXPOSURE SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DESIGN CRITERIA: TABLE R30111U GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDER- LAYMEN T FLOOD HAZARDS AIR FREEZING, MEAN ANNUAL DF-L •2 - Fb =900 psi, Fv =180 psi, Fc =1350 psi, E =1600000psl BASEMENT SLA55 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 psi FLOOR SLAB. LOAD (m ) fN' CATEGORY WEATHERING FROST LINE DEPTH TERMIITE DECAY TEMP, REaUlR D 4XCo OR LARGER INDEX TEMP DF -L 02 - Fib=-150 pal, Fv =110 pal, Fc =100 pal, E =1300000psi Z SLIGHT- SLIGHT 26 NO PER 50 50 30 05 DI/02 MOD 18 MOD J U sm i F_�� m JUQffT�m 0 b ■� O L o) c7 c JURISDICTION Q v CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK DIMEN51ON5 TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS 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 - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED) S1TE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN A55UMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SUIRFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH I /4'x31"xV' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN P 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. U.N.O. WITH MIN. 1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STEEL CONNECTORS CONCRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R4021 CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTIM A615 GRADE 60, CARPENTRY GEN RAL ALL (NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(U ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF F'RES,SURE 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 COFFER 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAT-15 AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FAFEENER5 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) 8d COMMON (0.131" DIA., 2 -1 /2" LENGTH), 8d BOX (0.113" DIA, 2 -1/2" LONG), 10d COMMON (0.148" DIA., 3" LONG) 10d BbOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.162" DIA, 3 -1/2" LONG), Ibd SINKER (0.148 DIA, 3 -1/4" LONG) 5d COOLER (0086" DIA., 1 -5/8" LONG ), 6d COOLER (OOW" DIA., 1 -1/8" LONG) RADE LUME3ER GS FRAr IING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RUL96 OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MAF*K OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOf.STS: MINIMUM COMPFESSIVE STRENGTH (Pc) AT 28 DAYS TYPE OR LOCATIONS OF CONCRETE CONSTRCTICN HF 7 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 2X6 OR LARGER MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED 2,500 psi p TO THE WEATHER DF-L •2 - Fb =900 psi, Fv =180 psi, Fc =1350 psi, E =1600000psl BASEMENT SLA55 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE 2,500 psi FLOOR SLAB. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER 3000 psi (6% air entrained ./- 1 %) VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER HF Q - Fb =915 pal, Fv =150 psi, Fc =1300 psi, E-130 psi PORCHES, CARPORT SLABS 6 STEPS EXPOSED 3000 psi (6% air entrained ./- 1 %) TO THE WEATHER a GARAGE FLOOR SLAB. WF 02 - Fb =915 pal, Fv =150 psi, Fc =1300 pal, E =1300000psi CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTIM A615 GRADE 60, CARPENTRY GEN RAL ALL (NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(U ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF F'RES,SURE 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 COFFER 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAT-15 AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FAFEENER5 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) 8d COMMON (0.131" DIA., 2 -1 /2" LENGTH), 8d BOX (0.113" DIA, 2 -1/2" LONG), 10d COMMON (0.148" DIA., 3" LONG) 10d BbOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.162" DIA, 3 -1/2" LONG), Ibd SINKER (0.148 DIA, 3 -1/4" LONG) 5d COOLER (0086" DIA., 1 -5/8" LONG ), 6d COOLER (OOW" DIA., 1 -1/8" LONG) RADE LUME3ER GS FRAr IING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RUL96 OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MAF*K OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOf.STS: WOOD TYPE: 2XA HF 7 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E= 1300000ps1 2X6 OR LARGER HF 02 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E=1300000 psi IMAM 4X DF-L •2 - Fb =900 psi, Fv =180 psi, Fc =1350 psi, E =1600000psl 6X OR LARGER DF -L'2 - Fb =815 psi, Fv =110 psi, Fc =600 psi, E=1300000ps1 STOOKS 2X 4 HIP 02 - Fb =915 pal, Fv =150 psi, Pc =1300 psi, E= 1300000ps1 2X6 OR LARGER HF Q - Fb =915 pal, Fv =150 psi, Fc =1300 psi, E-130 psi 5STS 00 4XA WF 02 - Fb =915 pal, Fv =150 psi, Fc =1300 pal, E =1300000psi 4XCo OR LARGER HF 02 - Fb =915 psi, Fv =150 psi, Fc =1300 pal, E =1300000pai 6X,6 OR LARGER DF -L 02 - Fib=-150 pal, Fv =110 pal, Fc =100 pal, E =1300000psi GLUeD- LAMINATED BEAM IGLB) 5HAL -L BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITF4 THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 P51, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BULDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICG EVALUATION REPORT. BEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI, BEAMS DESIGNATED AS "LvL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fa = -150 PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240- PR (FABRICATED 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 E STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS. NONBSEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTDNER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF /(WALL FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE VI6" SHEATHING MINIMUM UNLE55 OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Bd COMMON a 6" O.C. a PANEL EDGES AND 12" O.C. IN FIELD UN.O. ON 5HEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4" TAG SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMOM AT 6" O.C. • PAN -L EDGES AND 12" OL. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. Z nJ li J Lo 00 1 N U Z �A J 4L� FAa (� a F° o ,e p� 3'/ 72 4 SlONAL ENC �I — 6w J U sm i F_�� m JUQffT�m 0 b ■� O L o) c7 c M Q v No ^�` H CD ■ a) vi c I— o w W� `° M LuL0 r4mU) z� W t� L) Z o � = rn a REVISION DATE: [NIT: PROJECT •: II -6 -2012 MM VIEW'091RC DATE: Si 10/10/01 INIT TN. 6 PROJECT 4 ST6224 (SEE DETAIL H3 LN SHEET W) (SEE DETAIL H3 W SHEET 52) UPPER FLOOR SPEAR WALL KE T- PLAN MAIN FL_OOR 5HEAR WALL KEG' PLAN ,rAI F v8 ^ =1' -0" SCALE: �Q a� w i� i� 3 Q� � N I. 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. -JOIST PER PLAN SECURED TO TOP PLATE W/ (2) ad NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 9d NAIL TO TOP AND BOTTOM CHORD OF -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS e 6" O.C. 5. SHEATHING PANEL EDGE W/ EDGE NAILING PER SHEAR WALL SCHEDULE 6. 51MP50N LTP4 e 48" O.G. 1, EXTEND 5THD STYLE ANCHOR STRAPS WITH OVERLAPPED CM5TC16 COILED STRAP TO GET FULL NAILING AT WALL FRAMING ABOVE (BOLT STYLE HOLDOWNS TO BE EXTENDED TO WALL ABOVE W/ COUPLER NUT AND ALL TREAD ROD) 8. 2x(, CRIPPLE WALL W/ STUDS a 16" O.C. SHEATHED 4 NAILED W/ ad NAILS e 4" O.C. EDGE a 12" O.C. FIELD S. HOLDOWN PER PLAN 10. STEM WALL 4 FOOTING PER PLAN CRIPPLE WALL FOR SLOPED LOTS SCALE: 3/4 " =I' I. FOOTING PER PLAN 2. PROVIDE "4 BARS) WITHIN UPPER 12" PER STEM WALL DETAIL 3. VERTICAL REBAR SPACED PER STEM WALL DETAIL 4. 04 REBAR SPLICE BAR (4) 2 STEP]1 (2) 3" 0 24" TYP. 24" P. a 2 STEP B v ez (31 U STEP ELEVATION 2 3" TYP. STEPPED FOOTING AT SLOPED LOT SCALE:NT5 I. UPPER FLOOR WALL PER PLAN W/ DBL STUDS AT STRAP MINIMUM 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 4 CENTER STRAP ON FLOOR DIAPHRAGM e WALL TO BEAM 6. LOWER FLOOR WALL PER PLAN W/ DEL STUDS AT STRAP MINIMUM TYPICAL STRAP TIE HOLDOWN 9 WALL TO WALL 4 WALL To BsEAM omvw (SEE DETAIL H3 O SHEET 52) MAIN FLOOR SMEAR WALL KEG' PLAN SCALE: TYPICAL STRAP TIE HOLDOWN 1@ FOUNDATION 5CALE: %4 " =I \I ' ) SCALE: 3Y4 " =1' SECTION PORTAL FRAM€ CONSTRUCTION (FIELD BUILT) THRU WALL 'fJ SCALE: V4 " =1' OPTIONAL 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 JOINT SYSTEM PER PLAN 5. CONCRETE STEM WALL PER PLAN I. HEADER PER PLAN (MINIMUM 3 "xI V4 ") 2. MINIMUM (2N4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF I6d SINKER NAILS e 3" O.C. TYP. 4. SIMPSON L5TA24 STRAP TIE HEADER TO WALL ON INSIDE FACE S. FASTEN SHEATHING TO HEADER W/ ad COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN 4 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. %" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING 1. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED W/ 3x OR (2) 2x, 4 OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING IS USED, FACE NAIL W/ (3) I66 SINKERS. 8. 4200" STRAP TIE HOLDOWN PER PLAN 9 %" DIA. ANCHOR BOLT W/ 1" MINIMUM EMBEDMENT. USE %,N2 "X2" PLATE WASHER MINIMUM (TESTED ASSEMBLY) 10. FOUNDATION PER PLAN I1. SHEATHING FILLER IF NEEDED 12. 1000' STRAP TIE HOLDOWN PER PLAN 5I4E4R WALL 6C�4EDULE WALL SHEATHING SIDES NEAR PANEL FIELD FRAMING e ABUTTING BASE PLATE ANCHOR BOLT SILL PLATE J MARK THICKNESS EDGE NAILING NAILING PANEL EDGES NAILING DIA. 4 SPACING SIZE HOEDOWN TYPES F4> l /16" ONE ad a 6" O.C. 12" O.C. 2X I6d NAILS a 6" O.C. 5 /8 "? a 48" O.C. 2X PER KEY PLAN 9 A� k 31172 O •n �D23SENE �'Sl<1NAL ENO 1 Z I��v m PI -4 1/16" ONE ad e 4" O.C. 12" O.C. 2X I6d NAILS a 6" O.G. 5/8 "? a 48" O.C. 2X PER KEY PLAN op QD �w � Q � ao mw Q � ■wtl� ;s V c < h I � C o xx PI -3 1 /I6" ONE ad e 3" O.C. 12" O.C. 2X I6d NAILS a 4" O.C. 5/8 "? a 32" O.C. 2X PER KEY PLAN HLu M 04 r4mW Z W 0 Lli U Z O r' a REVISION DATE: NIT; PROJECT ": 12 -11 -01 PI -2 1/16" ONE ad a 2" O.C. 12" O.C. 3x I6d NAILS e 3" O C. 5/8 "1 a 28" O.G. 3x PER KEY PLAN 10/10/01 S NIT: TN. 6 PROJECT S H3 T /16" ONE SEE DETAIL H3 ON SHEET 62 FOR NAILING SPACING, STRAP 4 HOLDOWN TYPES 1. FRAMING SHALL BE HEM -FIR "2 a 116" O.C. MAX (UN.O.). THICKNE55 OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (UN.O.) 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 ad e 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 (U. 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12" AND NO LESS THAN T TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND 5PLICES. PROVIDE Y "x3 "x3" WASHERS AT ANCHOR BOL -TS. DO NOT RECE66 BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (UN.O.) PER IBC TABLE 2306.4.1. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMEN510NB: ad COMMON (0.131' DIA, Z' " LONG), 8d BOX (0.113" DIA., 214" LONG), 106 COMMON (0.148" DIA., 3" LONG), 106 BOX (0.129" DIA, 3" LONG), 166 COMMON 60.162" DIA, 3V" LONG), 16d SINKER (0.148" DIA, V4" LONG), 5d COOLER (0,086" DIA, I%" LONG), bd COOLER (0.092" DIA., I Y," LONG) 1. 1)4" No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR bd COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABILE 2306.45. 8. IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2 -2x'S W/ 1Od FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED, PLYIWOOO EDGES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR TO W41-1-5 WITH 8d EDGE NAILING AT 2" O.C. OR 10d EDGE NAILING AT 3" O.C. OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 3 HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY MAY BE SUBSTITUTED FOR TH05E LISTED IN THE SHEARWALL SCHEDULE. COORDINATE WITH MANUFACTURER TO VERIFY APPLICABILITY AND PROPER INSTALLATION METHODS OF SUBSTITUTED HARDWARE. 10. SQUASH BLOCKS REQUIRED AT EIND5 OF SHEAR WALLS WHERE FULL BEARING 15 NOT PROVIDED BY THE FRAMING BELOW. 11. SIMPSON MA5P MJD5ILL ANCHORS,, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (U FOR THE V DIA SILL PLATE ANCHOR BOLTS SPECIFIED. NE. (2) MA5P REPLACE (U %" DIA AINCHOR BOLT) SHEAR WALL 51CHEDULE NOTE: ELEVATION DOES NOT REPRESENT A SPECIFIC SHEAR WALL. PLEASE REFER TO THIS 4 TYPICAL SHEAR WALL ELEVATION 5CALE: % " =1' SIB I. ROOF OR FLOOR DIAPHRAGM 2. ROOF TRUSSES OR RAFTERS W/ 2x BLOCKING PER PLAN. TRU55/RAFTER SECURED TO TOP PLATE W/ FRAMING CLIP PER PLAN 3. DEL TOP PLATE - MIN LAP SPLICE 24" W/ (8) I6d NAILS 4. HEADER PER PLAN 5, BLOCKING REQ'D AT ABUTTING PANEL EDGES (AS OOCURS) 6. BA5E /SOLE PLATE W/ BASE PLATE NAILING PER SCHEDULE 1. STRAP TIE PER PLAN INSTALLED PER MANUF. SPECS. 8, FLOOR JOINT PER PLAN W/ CONT. SOLID RIM BOARD 9. SQUASH BLOCKS REQ'D AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY FRAMING BELOW 10, STRAP TIE HOLDOWN5 PER PLAN INSTALLED PER MANUF. 5PEC5. 11. ANCHOR BOLT HOLDOWNS PER PLAN INSTALLED PER MANUF. SPECS. 12. MAIN FLOOR JOISTS PER PLAN W/ SOLID CONTINUOUS RIM BOARD (NOT REQ'D AT SLAB ON GRADE) 13. PRESSURE TREATED SILL PLATE W/ z %" DIA. ANCHOR 5005 SPACED PER SHEAR WALL SCHEDULE 14. ADDITIONAL FRAMING (4 14OLDOWN AS REQ'D) BELOW END OF UPPER FLOOR SHEAR WALL U) Z J J Q Lo L� 00 1 N U D Z 0� < 9 A� k 31172 O •n �D23SENE �'Sl<1NAL ENO 1 Z I��v m - g D 9 N 9 0 0 eu °u�QLn u;?x7 m b_���`g�Q9°=�� D-�v'o t� -- m �u�mx7�QE�G op QD �w � Q � ao mw Q � ■wtl� ;s V c < h I � C o xx H ai 1 �O l=W W W c3 H N HLu M 04 r4mW Z W 0 Lli U Z O r' a REVISION DATE: NIT; PROJECT ": 12 -11 -01 TN II -6 -2012 MM VIEW '091RC DATE: 10/10/01 S NIT: TN. 6 PROJECT S 24" e 3 STORY 8" F SCALE: . SCHEDULE... .....�...., �,- _..�..- ....�� 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3. SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ 8d NAILS 6 6" O.G. SECURE RIM TO EACH JOIST W/ (2) Bd NAILS 4- FLOOR JOIST PER PLAN SECURED TO SILL PLATE W/ (2) 86 NAILS 5. 2X PRESSURE TREATED SILL PLATE UNA. IN SHEAR WALL SCHEDULE 6. (I) •4 REBAR IN UPPER 12" OF STEM WALL 1. kg' DIA. ANCHOR BOLT B 12" O.G. UNO. IN SHEAR WALL SCHEDULE W/ T' MIN. EMBEDMENT 8. +4 VERTICALS e 48" Of. W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS 9. (2) "4 REBAR CONTINUOUS IN FOOTING I. I -JOIST BLOCKING REQUIRED AT BEARING OR SHEAR WALLS ABOVE OR WHEN JOISTS ARE NOT CONTINUOUS AT BEM? 2. SECURE BLOCKING TO BEAM W/ 8d NAILS ® 6" OG. 3. I -JOIST PER PLAN 4, BEAM PER PLAN 2X OR SHEATHING CLEATS BOTH SIDES 5. TO SECURE BEAM TO POST 6. 4X OR 6X TREATED P05T (4X( MIN AT BEAM SPLICE) 1. SIMPSON A34 FRAMING ANCHOR W/ CONCRETE NAILS 8. ISOLATED OR CONTINUOUS SPREAD FOOTING PER PLAN INTERIOR FOOTING a BEAM LINE SCALE: 5'4"=1' I, PER PLAN FOOTING AT WOOD COLUMN SCALE: 3 /a " =1' I. WOOD POST W/ ARCHITECTURAL COVER PER PLAN 2. SIMI-SON AB POST BASE OR SIMILAR UNO. ON PLAN 3. FINISHED GRADE OR SLAB AS OCCURS 4. 12" DIA OR SQUARE CONCRETE PEDESTAL (OPTIONAL) 5. (4) 04 VERTICALS W/ STANDARD HOOK AT CONCRETE PEDESTAL 6. 13 TIES AT 12" D.C. 1. ISOLATED OR CONTINUOUS FOOTING PER PLAN I. FLOOR DIAPHRAGM EDGE NAILING 2. 2x BLOCKING (4 SIDES) W/ (2) I0d NAILS TO P05T 3, POST PER PLAN SECURED TO FOOTING WITH (2) SIMPSON A34 FRAMING ANGLES UNO. 4. ISOLATED FOOTING PER PLAN ISOLAT €ID SOOTING AT COLUMN SCALE: N " =1' 24" ® 3 STORY 8" FOUNDATION STEM WALL J ALC: 7<'I i I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 3, SOLID CONTINUOUS RIM BOARD TOE NAILED TO SILL W/ 8d NAILS a 6" O.G. SECURE RIM TO EACH J015T W/ (2) Bd NAILS FLOOR J015T BLOCKING AT FLOOR 4- SHEATHING PANEL EDGES (48" OL.) SECURED TO SILL PLATE W/ (2) 5d NAILS 5. 2X PRESSURE TREATED SILL PLATE UN.O, IN SHEAR WALL SCHEDULE 6. (I) -4 RESAR IN UPPER 12" OF STEM WALL 1. % DIA. ANCHOR BOLT - 12" O.C. UNA. IN SHEAR WALL SCHEDULE Al 1" MIN. EMBEDMENT 8. "4 VERTICALS ® 48" O.C. W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS 9. (2) #4 REBAR CONTINUOUS IN FOOTING I. V DIA. ANCHOR BOLT e 12" O.C. UNO. IN SHEAR WALL SCHEDULE W/ 1" 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 5. FINISH GRADE OR SLAB AS OCCURS 6. (U "4 WEAR IN UPPER 12' OF STEM WALL 1. 04 VERTICALS v 48" OL. W/ STANDARD HOOK REQUIRED, ALTERNATE BENDS 8. (2) 04 MBAR CONTINUOUS IN FOOTING 9. INSTALL DAMPPROOFING OR WATERPROOFING PER [RC R406 WHERE INTERIOR SLAB IS BELOW EXTERIOR GRADE 24" ® 3 STORY 8" STEM WALL AT SLAB ON GRADE SCALE: -Y4' =1' I. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE 2. 1 -JOIST PER PLAN SECURED TO SILL PLATE W/ (2) Bd NAILS 3. SOLID CONTINUOUS RIM BOARD W/ 06 NAILS TO TOP AND BOTTOM CHORD OF EACH JOIST 4. JOIST REINFORCEMENT WHERE REQUIRED BY JOIST MANUF. 5. ]-JOIST BLOCKING SECURED TO SILL PLATE W/ Sd NAILS AT 6" O.C. 6, STEM WALL PER PLAN I -JOIST CANTILEVER Al- STFM WALL 24 F -_1 TEL 9'-3" 4' CUNC. SLAB OVER ° 4' GRANULAR FILL I 0 N I U-) 0 o (`7 I n V ti 0 z 24 r -_1 9' -3" 24 F_ -_1 TYP. 40' -0" 34' -0" - STHDBRJ 6' -0" - , STHDBRJ 6x16" FDN VENT KTYPJ r---- - - - - -- - I I I I I I -- 1� I DBL. JOISTS I I I CRAWL SPACE 6, MIL. BLACK VI5QIJEEN VAPOR BARRIER ~ I 1 N I o I I IW I I Iw > I' -0" 3' -0" 3' -2" 3' -2" 6' -4" 4' -4" 6' -0" 6' -0x° 5-0" I I z I 124 2q 11/ � I I I I I I I I I I I I I m r - 0 24 Co I I I STHD5RJ iv Dt I 53sIM SCHEDULE 24 JL S3 a rn - 52 a USE P.T. 6 X 6 POST BELOW 6 X BEAMS UN.O. I PROV I I THICK GONC. FOOTING S3 U U > �� THICK GONG. FOOTING 30 F0 URN 12" THICK GONG. FOOTING W/ 3- 0 5 BARS EACH WAY I P.T. BL. JOISTS I I \4 30 30 - 4 F" 1 r - J 24 24 24 4x10' DF #2 �•W u1 S35 4x10' DF #2 �L B_ \ 4x10' DF #2 \� /1 1 >o ik ua 24 �/ � \ - -J 24 24 � cm N 4x10' DF #2r-- - - -- -- -- H " Z - 1 1 W U LLI Z I S3 SIM rn O � k11-6-72012mm I' -0" m r - 0 24 Co I I I STHD5RJ iv Dt I 53sIM SCHEDULE 24 JL S3 a rn - ■� 2 a USE P.T. 6 X 6 POST BELOW 6 X BEAMS UN.O. O10 PROV DE BLO KOUT THICK GONC. FOOTING k L U U > �� THICK GONG. FOOTING 30 F0 URN 12" THICK GONG. FOOTING W/ 3- 0 5 BARS EACH WAY I P.T. POST ON 36" X 36" X I IE 42 I v I I U 4x10' DF #2 �•W u1 S35 H LL ` >o o ua �" w -- - -J 24 24 � cm N I m r - 0 24 Co I I I STHD5RJ iv Dt I 53sIM I M o N I I M 6n I � � co I OJ I I I I I I I I 42X64XI2" THICK TG. W/ 5 REBAR 12" L. EACH WAY r 4--� I I L-4 LJ I I I `� J I � OS3 5THDI4 TYP. (SEE DETAIL 43 ON SHEET 52) 2' -7„ 2,_71 2 2' -4" 8' -0" 2' -4" 1 2 16' -3:' 12' -8" 5' -10" 40' -0" 0 0 � 6THDI4 (SEE DETAIL H3 ON SHEET 52) FOUN) ATION PLAN NOTE: ALL 50LIP SAWN BEAMS TO BE DM OR BETTER FOOTING SCHEDULE �cx3 -1 JL S3 a rn - ■� 2 USE P.T. 6 X 6 POST BELOW 6 X BEAMS UN.O. O10 P.T. POST ON IS" DIA. X 5" THICK GONC. FOOTING k L P.T. - THICK GONG. FOOTING 30 S3 m POST ON 30" X 30" X 12" THICK GONG. FOOTING W/ 3- 0 5 BARS EACH WAY I P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- • 5 BARS EACH WAY IE 42 T -> _C L^, U 4x10' DF #2 �•W STHDBRJ H LL ` H o Lu w Ou �" w 1 24 24 � cm N H " Z - 1 W U LLI Z I S3 SIM rn O � k11-6-72012mm I' -0" 3' -0" 3' -2" T: 3' -2" 6' -8" I TN/MM 9' -10" 10 -8" VIEW '09 IRO I I C, SLA16 0/ I 3x SILL I MP, FILLL DOOR I -- - - - -1TOWARD in I o7 T- OTHICKFTG. - -- ---- - - - - -L --- - - - - -- - -- � S3 L_ _J I 1 42X64x12" _ 4' CONC. SLAB OVER W/ 5 REBAR 12" O.C. `GRANULAR FILL I------------ _ i _ i EACH WAY - - - - -- - - - -- HDUB AT 4X6 DF ❑ CONT. FOOTING I POST W /S5T828L OR I - - ---------- - - - - -- - - -- 24L - - - 55Y.".24 ANCHORS LI - - -J24 Fi3 I M o N I I M 6n I � � co I OJ I I I I I I I I 42X64XI2" THICK TG. W/ 5 REBAR 12" L. EACH WAY r 4--� I I L-4 LJ I I I `� J I � OS3 5THDI4 TYP. (SEE DETAIL 43 ON SHEET 52) 2' -7„ 2,_71 2 2' -4" 8' -0" 2' -4" 1 2 16' -3:' 12' -8" 5' -10" 40' -0" 0 0 � 6THDI4 (SEE DETAIL H3 ON SHEET 52) FOUN) ATION PLAN NOTE: ALL 50LIP SAWN BEAMS TO BE DM OR BETTER FOOTING SCHEDULE NOTE: USE MIN. 6" WIDE POST BELOW BEAM SPLICES USE rn P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. ■� 2 USE P.T. 6 X 6 POST BELOW 6 X BEAMS UN.O. O10 P.T. POST ON IS" DIA. X 5" THICK GONC. FOOTING O24 P.T. POST ON 24" DIA. X 12" THICK GONG. FOOTING 30 P.T. POST ON 30" X 30" X 12" THICK GONG. FOOTING W/ 3- 0 5 BARS EACH WAY 36, P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- • 5 BARS EACH WAY IE 42 P.T. POST ON 42" X 42" X 12" THIGK CONIC. FOOTING W/ 4- • 5 BARS EACH WAY FOOTING SIZES BASED ON 1500 psF SOIL BEARING CAPACITY N Z Q J a J U l 0`0 O (/\�j/ N Z Q J on v m v 3 `_ �n '° umm�u` 9�21 Tw g C i DATE: S 10A0/0l NI T: TN. 6 PROJECT 5 - Q rn ■� 2 c� y L 7 -� o 0) c7 N W O _C L^, U �•W H LL V� c H o Lu w Ou �" w � cm N H " Z - W U LLI Z rn O � k11-6-72012mm T: PROJECT ": TN/MM VIEW '09 IRO DATE: S 10A0/0l NI T: TN. 6 PROJECT 5 I. 2x STUD WALL W/ BASE PLATE NAILING PER 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 CONTINUOUS RIM BOARD W/ 5d NAIL TO TOP AND BOTTOM CHORD OF 1 -JOIST 4 TOE NAILED TO TOP PLATE WITH 8d NAILS m b" O.G. 5. SHEATHING PANEL EDGE 4 EDGE NAILING PER 514EAR WALL SCHEDULE W/ SIMPSON LTP4 m 48" O.G. NOTE: IF SHEATHING JOINTS ARE RELOCATED TO OCCUR ON THE RIM, THE SIMPSON LTP4 MAY BE ELIMINATED FLOOR JOIST BEARING AT STUD WALL SCALE: FLOOR JOIST AT BEAM SCALE: 3/4"=1' BEAM AT BEARING WALL 5CALE: % -I I, FLOOR JOIST (ONE OR BOTH 51DES OF BEAM) PER PLAN W/ JOIST HANGER PER MANUF. 2. FLOOR DIAPHRAGM EDGE NAILING BEAM PER PLAN 3. I. BEAM PER PLAN 2. 2x STUD WALL W/ BUILT UP POST PER PLAN (SAME WIDTH AS BEAM MINIMUM) 3. SIMPSON A35 OR LTP4 BOTH SIDES OF BEAM UND. 4. BEAM SPLICE AS OCCURS I. 2M STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. I -JO15T BLOCKING a FLOOR SHEATHING PANEL EDGES (48" O.C.) SECURED TO TUP PLATE W/ (2) bd NAILS 4. SOLID CONTINUOUS RIM BOARD W/ 8d NAIL TO TOP AND BOTTOM CHORD OF I- JOIST 4 TOE NAILED TO TOP PLATE WIITH 8d NAILS 9 6" OD, 5. 514EATHING PANEL EDGE 4 EDGE NAILING PER SHEAR WALL SCHEDULE WI/ 6IMP50N LTP4 a 48" O.C. NOTE: IF SHEATHING JOINTS ARE RELOCATED TO OCCUR ON THE RIM, THE StlMPSON LTP4 MAY BE ELIMINATED FLOOR JOIST PARALLEL TO STUD WALL SCALE: M4" =1' -JOIST CANTILEVER SCALE: 3'1' =1' I. BASE PLATE NAILING AND EDGE NAILING PER SHEAR WALL SCHEDULE :2. [-JOIST PER PLAN SECURED TO SILL PLATE W/ (2) 8d NAILS 3. SOLID CONTINUOUS RIM BOARD W/ Bd NAILS TO TOP AND BOTTOM CHORD OF EACH JOIST K. WEB STIFFENER AND /OR J015T REINFORCEMENT WHERE REQUIRED BY JOIST MANUF. $. I -JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS AT b" O.C. F, 2x STUD WALL OR BEAM PER PLAN I. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 4. I -JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS m 6" O.C. 33. FLOOR J015T PER PLAN SECURE TO TOP PLATE W/ (2) Bd NAILS 4. 2x SHEAR WALL PER SHEAR WALL SCHEDULE FLOOR J015T AT INTERIOR SHEAR? WALL SCALE: 'Q"=1' FLOOR JOIST AT BEAM SCALE: -Y4'=1' 1, 2x STUD WALL W/ BASE PLATE NAILING PER 5HEAR WALL SCHEDULE 2, EDGE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR JOIST PER PLAN W/ JOIST HANGER PER MANUF. 4. BEAM PER PLAN 5. WALL SHEATHING CONTINUOUS OVER BEAM W/ EDGE NAILING PER SHEAR WALL SCHEDULE 6. I -JOIST BLOCKING m FLOOR SHEATHING PANEL EDGES (48" O.C) SECURED TO TOP PLATE W/ (2) Bd NAILS I. BEAM PER PLAN 2. DBL 2x TOP PLATE W/ SIMP50N M5TC28 STRAP ON EXTERIOR FACE KING STUD EXTENDED TO TOP OF BEAM W/ (b) -Ibd NAILS TO BEAM (STAGGERED) EACH SIDE PLYWOOD OR 055 FILLER AS NEEDED NAIL PLIE5 OF BUILT UP 2x P06T WITH 106 NAILS 12" DO. (STAGGERED) . RIMBOARD, GABLE FRAMING, OR BLOCKING 6x BEAM E3UILT UP F05T AT SEAM SCALE: 314"=1' DECK LEDGER AT RIM BOARD SCALE: %4 " =1 1, 2x6 STUD WALL PER PLAN 2, 2x P.T. LEDGER TO MATCH DECK JOIST 412 ROWS OF Y4 "x4" LAG SCREWS STAGGERED ® 6" O.C. IN EACH ROW 3. 2x P.T. DECKING W/ (2) -Ibd NAILS OR DECK SCREWS PER JOIST 4. 2x P.T. DECK JOIST 9 16" O.C. PER PLAN 5. SIMPSON LU5 HANGER TO LEDGER 6. SOLID Y4" RIM BOARD MINUMUM FLOOR JOISTS PER PLAN 9 a LL LL 0 e x v 5IMP5ON WT520 TIE BEAM TO— WALL BELOW HUS412 T5 4 X 10 P.T. 4 X 10 P.T 55 N O \ U C x I �— 2X TREATED DF•2 LVL O a ti U O . � O m O N LL m Z °0 8 � m 1- s .. m U_ z r LL _ U m L X 0 M m ? � m 1 410" q 2x6 P.T. BRACE TO UNDERSIDE OF DECK JOISTS. ATTACH TO LEDGER AND BEAM WITH SIMPSON A35. ATACH TO EACH JOIST W/ (2) 10d NAILS. 3U7 X II-4 LVL 4x10" DF"2 410" —B —_ — �— — �PL 4x10" DF"2 4x10" F 31iz II'% LVL l NTILEVER) - 62 66 xIIILVLRTne0 -- S4 54 O z U O s � O m � � LL N m z w � B r _4x10" 63 54 — 3�/1 X Wit LVL o U z 3 \ `INVERTED 4 X 12 DP2 SIMPSON HT520 SIMPSON HUS412 O �z WALL BELOW U O d X co m � cD N 0 O LL m z Z Ul W J 8 ~ = v p4 R �46 g'46 yT r 634 >—<!I. GL VLT _ O 4w X8W02 Z \ `INVERTED 4 X 12 DP2 SIMPSON HT520 SIMPSON HUS412 TIE BEAM TO J WALL BELOW I t I 1 I FLOOR FRAMING PLAN i Z J J Lo co 00 1 N U Z � J p4 R �46 g'46 yT O 4, 37172 .1+ 4'CI TERT' O 4w �b NAL EiA m v - w Ud 090m m0]N5� '° mu „2}o �vo yE'oom m uv��7�QE3 c °x7 QOw CL =3 rn °gym CD N O U ALA'� W ■ W ;2� LL t/s c �w W W � N Lu C7 W � H r111 Lu W U Z o � = rn a REVISION DATE: [NIT: PROJECT ”. 12 -11 -0T TN II -6 -2012 MM VIEW'051RC DATE: S4 0, INIT; INI ?: TN 6 PROJECT h i I. TRU55 W/ ROOF SHEATHING PER PLAN 2, 2x BLOCKING TOE NAILED TO PLATE W/ (3) 8d NAILS (OPT. I) OR ATTACHED W/ (U 51MP5ON RBC PER BLOCK (OPT. 2) DPT. 1 3. EDGE NAILING 4. SIMPSON H25 0 EACH TRUSS INSTALLED PER MFG. SPECS. 5. 2x STUD WALL OR BEAM PER PLAN SIMPSON REG MAY BE DELETED IF SIMPSON HI IS SUBSTITUTED APT. 2 FOR H25 s EACH TRJ55 (OPT. 21 ROOF TRUSS AT BEARING SCALE: Y4 " =1' GIRDER TRUSS AT OVERFRAMING SCALE: Y4" =1' MONO TRUSS TO WALL AT RIM SCALE: V " =1' I. GIRDER TRUSS PER PLAN 2. VALLEY TRUSSES OR CONVENTIONAL OVERWAMING 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRACED W/ 2x4 s 24" O.C. ATTACHED W/ (2) 1Od NAILS PER TRU55 4. ROOF TRJ56 PER PLAN 5. FACE MOUNT HANGER PER TRUSS MANUF. I. TRUSS W/ ROOF SHEATHING PER PLAN TO BEAR ON LEDGER USE FACE MOUNT HANGER TO RIM PER TRUSS MANUF. FOR SPANS GREATER THAN 16FT 2. EDGE NAILING 3. 2x BLOCKING ATTACHED W/ (2)Ibd NAILS PER STUD 4. CONTINUOUS 2x LEDGER W/ 2 ROWS OF Ibd NAILS STAGGERED s 6" O.G. (EACH ROW) 5, SOLID CONTINUOUS RIM PER PLAN 6. SIMPSON A35 FRAMING ANGLE AT EACH TRUSS GABLE END TRUSS D ALL; 94 " =1 vALLEY FRAMING 0,.": , =1 WOOD BEAM AT WOOD POST I. 2x4 OUTRIGGER e 48" O.C. 2. GABLE END TRUSS W/ SHEATHING PER SHEAR WALL SCHEDULE FOR WALL BELOW 3. 2x DIAGONAL BRACE 0 8FT O.C. 4. SECURE BRACE T 2x BLOCKING W/ (3)1Od NAILS 5. 5IMP50N 434 AT 2x BRACE 6. ATTACH GABLE TRUSS TO BACKER BOARD W/ IOd NAILS s b" O.C. 2x CONTINUOUS BACKER BOARD SECURED TO TOP PLATE W/ IOd NAILS s b" O.C. �8. ROOF TRUSSES s 24" O.C. PER PLAN I. CONVENTIONAL 2x OVER FRAMING e 24" O.C. W/ (4) 16d TOE NAILS TO VALLEY PLATE (SEE BEL -OW FOR RECOMMENDED SIZES BASED ON SPAN) 2. EDPsE NAILING 3. 2x WALLEY BOARD TO MATCH RAFTER W/ (2) Ibd NAILS PER TRUSS 4. ROOF TRUSS TOP CHORD OR RAFTER PER PLAN 5. CONTINUOUS SHEATHING BENEATH OVERFR4MING OR 2x4 BRACING s 24" O.C. W/ 2 -1(1d NAILS PER TRUSS. FOR RAFTER SPANS BELOW USE THE FOLLOWING SIZES: 0' -0)" TO b' -T' 2x4 6' -8J' TO S-," 2x6 S'-81" TO 12' -2" 2x8 12' -3" TO 14' -10" 2x10 14' -II^ TO IT -3" 2x12 (ASSUMES RAFTERS s 24" O.C. LL =aOPSP a DL =IOPSF PER TABLE R8O',25.1(3) FOR HF •2) 1. BEAM PER PLAN Z. WOOD POST OR COLUMN PER PLAN 3�. SIMPSON ACE POST CAP UN.O. INSTALLED IN PAIRS 41. SIMPSON AC POST CAP UND. INSTALLED IN PAIRS 55. BEAM SPLICE AS OCCURS ROOF FRAMING PLAN NOTE: ALL SOLID SAWN BEAMS TO BE DF02 OR BETTER NOTE: ALL UVERFRAME TO BE 2x6' HF %2 FOR SPANS UP TO 10' -0', FOR SPANS OVER 10' -0' USE 2x8' HFH2 ALL CONNECTIONS TO SPECIFIED AND/ OR VERIFIED BY TRUSS MANUFACTURER U) Z J J Q Lo 00 1 N U Z I-A J �e aO Ae n 72 •off' a�ISTERa'�� 10 MAL B, tl V q c 0 m- m ��� 32R a� o q o - ° 0x7 OTc 0IV Q9 y �m'o �o'oov F 3vm�7�QE�W�7 m QD �w � Q lco a mc0 � 0� Vi c W CD o l9W W ixM cN W c7 V 2E Z W LU U Z ' . o � rn = a REVISION DATE: INIT: PROJECT •: II -6 -2012 MM REVIEW 'OS IRO DATE: S / 0 /10 /m, NIT TN. 6 PROJECT 4 }o �z U o r � r su � 0 v� o ti w z ti w� o � r r � W 312 X a .. o o .. r 0 0 U J J w - ti X z � m o r r � M m KO3 S4 6314 X ti 3112 X II m, 4 X 12 HF02 _— — 4 X 12HF02 1 3 -CAR FRAMINGr PLAN N 1/4' =1' -0' RI Mw VA M 3 -GAR ROOF FRAMING PLAN 40' -0" 6' -0" F-0" STHDSRJ - -- ------- - - - - -- ,I � � I II CRAWL SPACE DBL, JOISTS I I 6 MIL. BLACK VISGUEEN I I VAPOR BARRIER ❑ I , I N I I I iv o ID I w 5 0 J J 6'-0 'A 5' -0" I iz 53 53 BL. JOISTS —J / \2x10' DF #z -�4 �I EP — -- , I S33 PROVIDE BLOCK S3 SIM FOR FURN 5THD8RJ — 1 I I I 23sIM I � I I 4' CONC. SLAB 0/ I 4' COMP FILL , SLOPED 3' TOWARD DOOR I I I I I I I I I I I I I I 4 I , 53 r 51M I II I 6THD14 48X48X12" THICK FTG. I I W/ OS REBAR a 12" 3 J O.C. EACH WAY 53 5111 L_-- - - - -__ J I H3 CONT. FOOTING I I 52 - - - - - - - - - - - - - r� CONT. FOOTING 16' -3" ( �� �z702� 8' -3" 21' -6' 10' -0" so' -ol STHDI4 (5EE DETAIL 143 ON SHEE-T 52) 3 - CAR FOUNDATION FLAN iu v iU 0 �o U) II 0 v 0 N II II Z H N a' r ca � L II I z w I � I z I z N II w I� II II li n� LL RI Mw VA M 3 -GAR ROOF FRAMING PLAN 40' -0" 6' -0" F-0" STHDSRJ - -- ------- - - - - -- ,I � � I II CRAWL SPACE DBL, JOISTS I I 6 MIL. BLACK VISGUEEN I I VAPOR BARRIER ❑ I , I N I I I iv o ID I w 5 0 J J 6'-0 'A 5' -0" I iz 53 53 BL. JOISTS —J / \2x10' DF #z -�4 �I EP — -- , I S33 PROVIDE BLOCK S3 SIM FOR FURN 5THD8RJ — 1 I I I 23sIM I � I I 4' CONC. SLAB 0/ I 4' COMP FILL , SLOPED 3' TOWARD DOOR I I I I I I I I I I I I I I 4 I , 53 r 51M I II I 6THD14 48X48X12" THICK FTG. I I W/ OS REBAR a 12" 3 J O.C. EACH WAY 53 5111 L_-- - - - -__ J I H3 CONT. FOOTING I I 52 - - - - - - - - - - - - - r� CONT. FOOTING 16' -3" ( �� �z702� 8' -3" 21' -6' 10' -0" so' -ol STHDI4 (5EE DETAIL 143 ON SHEE-T 52) 3 - CAR FOUNDATION FLAN iu v iU 0 �o U) Z Q Z J0 li n� LL JO Qw LiQ 00 0 N U �Q Z U Q V ♦ � L.L oFR ,H V172 � OA R ISTEFQ'�}}��W SlONAL E�yG �I m m — 4mum��w 'Ern mm._ m _ S uo p� — 2 0 a�ogo�mr -�P0 Nm -UJU UOIC�9 Ol =c Q ■ L O 0 I-M4 � X LU °o w �W �v LU ch F— N Z r4mN w iL O Z o O = rn a REVISION DATE: INIT: PROJECT 12 -II -07 TN II -8 -2012 MM REVIEW 'OB IRC DATE: S IN [NIT; TN. 6 PROJECT 5