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POLNPATION/MAN PLOGR FRAMING PLAN NOTES per 0�r2ewz-Ces
<br /> S'0" 22'-0" ery/ 7- o
<br /> 2'-10 2'-10 I.ALL DEAMS TO DM 4xI0 UNLE55 NOTMP OTrERW%.(UNO)
<br /> I6-0"POOR 2,MAIN FLOOR FRAMING TO DE 9 9"TJI 260'5 OR 2 x 10 a 12"OR 16"O,C,(UNO). 'm
<br /> 3,EXTERIOR WPLL FRAMING 5HN L DE 2 x 6 MI6"o c,(UNO)
<br /> 4,INTERIOR WALL FRAMING SHALL DM 2 x 4 0 16"o,c,(UNO)
<br /> 501-IP DLOCK OVER ALL 5UPPORT5,
<br /> 6,ALL WOOF P05T5 TO DM 4 x 4 or 6 x 6(6 x 8 a DMAM PUTT JOINTS)5YPG92f ALL DEAMS
<br /> WTH POSTS OF EQU&WPM(UNO).
<br /> 1 f---------------- 7,AIL CMN OUS FOOM65 SHALL DE 16"WPE(LINO)X 8"THICK WITH#4 PARS AT 6"ox,
<br /> I I 1 CONT ANP#4 PARS AT 18"oz.WTN 8"THK CONCRMTM FOWAnGN WALL,REPAR PER PETAL,
<br /> 1 I 6 EXTERIOR WALL PRAMING SHALL It 2 x 6 0 16"o,c,ON 51LL POLTEP TO FOWPAiION WALL
<br /> q-5 WTH 1/2"dla,GALVANIZED ANCHOR DOLT5 W/7" MPED a 48"o,c,&WTHIN 12"DJT LE55
<br /> I I I THAN 4"FROM CORNMRS MI?MNP OF FLATS,PROVIDE 5"x 3"x 1/4"5011AXC WASHMRs AT
<br /> GARAGM I EACH D01-T,ALL CONNECTIONS TO PRMSSLRM TMATED MATERIALS MALL DM NOT PIMP
<br /> 4"THICK REINPORCMD GALVANIZED, z
<br /> CONC.OVER 6 mIL D,V,D, I 1,WOOD P05T W/51MP50N CP44 or CP66(UNO)ON 18"x 18"x 12"TI-K CONCRETE
<br /> b OVMR 2"RIGID INSLL,OVMR I FOOTING WITH#4 PARS a 611,c.EACH WAY,
<br /> 2"SAND w/4"GRAVML
<br /> p I I B.ALL RMCTANGLLAR FOOT1N65 TO DE 12"THICK W/#4 PARS AT 6"o,c,MA WAY, z w
<br /> p 9,POOTING DMPTH TO DE 18"MINIMUM DELOW FIN15H GRADM ANP TO DEAR ON WPISTtRDEP O ;�
<br /> xv I I 5011L,STEP FOOTINGS A5 51TM MQUIMS,
<br /> 10,MAN FLOOR FRAMING ANP SLAP TO DE IN PLACE PROP TO RACK FILLING, $2
<br /> P 11,PROVIDE 1/2"ARSPACM DMWrN CONCRMTM&NON-PREASURM TRMATEP WOOD,
<br /> o I 12,ALL FRAMING HARPWM TO DE 51MP50N.PROVIDE ALL MANILFACTU'2M RMCOMMMNPEP
<br /> o FASTENMRS,ALL CONNECTIONS TO PIF95M TREATMP MATERIALS SHALL DE NOT PIMP
<br /> 4 x LANn1� �1 I �~ \Al"m voLLARn 1 1 GN.vAN1zEn,
<br /> M.PROVIDE 5PLA5H DLOCKS AT POWJSFOUTS,SEE ROOF FRAMING PLAN FOR 2OWN5P0Uf :
<br /> noaR I 51 I LocAnoNs,vMOPY z A
<br /> I I 14.WATMR PROOF EXTERIOR SIDE OP FOUNDATION WALL CONTNOUS OVMR POOTINGS, lz
<br /> I y,GARAGE;PROVIDE 4"THICK CONCMTM SLAP WITH 66 W 2.9 x W2.9 WWM ON 2"SAND �
<br /> OVMR 6 MIL,MACK VAPOR DAWrR ON 6"COMPACTMP PEE WANING GPAWL FILL,5LOM TO
<br /> y = q I I I POOR TO MN. �
<br /> 16.PROVIPM 4"ROOF PRAN TIGHT LINM.5MM ROOF PRAMING PLAN FOR 20AN`Z'OUf LOCA110N5. LU
<br /> M M 1 I 7&L fOOTIN65 TO DE 15"MIN,DELOW FINISH GRADM AJP TO DEAR ON W1915TUR MP 501L, �
<br /> STEP P0011NG5 A5 51TE WQUIIMS,
<br /> 9 Q I I I8,WOOP POST ON 24"x24"rJ2"VK.CONCRETE FOOTING WTH 5-#4 PARS MACH WAY,
<br /> "-y I----- .. .------ - --J (LINO), z SL
<br /> 19 - 19.WOOP P051 ON 50"00"xl2"INK,CONCRETM F00111\16 WTH 4-#y PARS EACH WAY,
<br /> 0NP#2P,, ---
<br /> J AM LEDGER --_ r------ - (UNO). O
<br /> 20.&L MCTAJGU-AR P0011N65 5H&IL PE 12"THICK W H#4 DARS AT6"o,C,MACH WAY, a
<br /> 0 (LNO). 3
<br /> # gl 1 21,PROVIDE 8"d4"SCRMENEP FOUNPA110N VWN51 s,f OF VMNT NET FREE ARMA FOR EACH 190
<br /> qo 1 I o al ( s,f,OF CRAWL SPALM ARMA, NEW;1,086+300 x I/IDO-9,62 sf x 1.25 4M2
<br /> m �I i ro 22.PROVIDE CRAWL SPACE ACGE55 1 'MINIMUM 18N MINIMUM
<br /> WITH IN51ATION ANP WMATHMR%AL AT
<br /> CRAWL SPACE ACCM55 I I 2 Q PMRINETER,
<br /> PER NOTE 26, 061608_ LEDGER- _ --J L------ -J "-5 0 2'�,ALL HECK FRAMING MATERIALS TO DE FRM55LM MATED ANP MYWOOP WfHIN 6"Of
<br /> ----- - --- - o
<br /> - 501E OR IB"AT INTERIOR fL00R J015T
<br /> ---I [dO
<br /> r- GMNMRALNOfMS
<br /> I,ALL J015T5,RAWERS,5TU75,(LOCKING&DRACING:HALL DM NEM-FIR#2 OR DMVER Pv_ 76psi,F6.850 psi,M-1'500000 psi.UJLE55 NO 512I2,ALL SAWN DEAMS,I-EAPMR5,P05T5,LINTELS,ANP 61MR5,4" NOMINAL,SHALL DEr POUGLAS fIR LARCH#2 OR DETTER Fv-9y psi,P6-815 psi,
<br /> fOUNP. '' I e-1600000 psi;6"NOMINAL,%AJL- PE VOLaA5 PIR-LARCH#I OR MTV
<br /> VMNf5- 2XFJH`#2¢I6'0'c- 2dOFJNF#20I6"O,LI #16"bG, 2doFJNF#Z I6"O.C, I Fv-8y psi,F6-87y psi,M-1500000 pa,(LNO),
<br /> 16 MIN. BLOCK ff.-PACK Ty"-MLO� TYR-DLO K 3,ALL G MD LAMINATED TIMPER SHALL DE KILN PREP DOI,KLAS FIR 24 F-V4,FRAMING
<br /> 8'0"OL,MAX, *8'-0"O,C,MAX, 6 8'4"OC,MAX, Q 6'-0"OC,MAX I
<br /> 1 I 24F-I,BE OR DETTMR,Fv-175 psi,F6-2400 psi,E-1500000 psi,
<br /> I q 4 MINFORCING STMML TO DM GP.Ad7E 40,
<br /> MIN.CONCRETE COMP,STRMNGTH 2y00 pi
<br /> 1 I Y 1 1 1 6,PE51GN LOADS-FLOOR 40 psf LIW 12 psf DEAD
<br /> ROOF 2y psf SNOW LOPD LIVM 15 MAP
<br /> 1 I 1 I 1 I 2-71 NI 501L PEPPING 2000 psi
<br /> 81,11 I 5'6" 1
<br /> _ I
<br /> I L 8 q"0c�, t--J ----- - -J L-------- 1 0
<br /> 081608-- -------_---- -----0111608
<br /> 10'-6" 16'-9" 12'-9' Q \ S L _
<br /> u Z SY Z N
<br /> � �
<br /> o
<br /> 5 EET NUM%R
<br /> CITY OF EVEREy.-rFOR
<br /> FOUNXION / MAIN FOR FNING PAN
<br /> 5CALE,1/4"-1'-0"
<br />
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