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HomeMy WebLinkAboutGarage - BLD Plot / Site Plans - 7/21/20044040 ISLDR ZEL 0- V) J w CD J 30 '0' 6x6 POS1 ABOVE J L zl JI w' CEILING RIDGE STORAGE VAULTED CEILING VINYL 3/0 S.C. SELF CLOSER r 4'0" C x x X (2) 3030 MULLED SH (2) 3030 MULLED SH (TEMP) 7.0„ 8,0„ i 7,0„ 7'2" 6x6 POST= ABOVE —c.D m Q Z H-07 r-Luz ill T 22'0" a LOFT FLOOR P , 3 ' 6-1/2" Ntj ' 4'0" SCALE: 1 /4" = 1' - 0" FLOOR PLAN NOTES' ALL GARAGE EXTERIOR WALL STUDS ARE 2x6 D.F. @ 16" 0.C., ALL INTERIOR WALL STUDS ARE 2x4 D.F. 16" 0.C., UNLESS NOTED OTHERWISE ALL EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 5-1/2"x9" GLU-LAM (24F-1.8E), UNLESS NOTED OTHERWISE CEILING HEIGHT IS 9' 1-1/8", © LOWER FLOOR CEILING HEIGHT VARIES @ UPPER FLOOR, SEE SECTION K X X X X X I EXTERIOR BRACING WALL PANELS PER 1997 UNIFORM BLDG' CODE 2320.11.3 ALL NAILING PER 1997 UNIFORM BLDG. CODE, TABLE NO. 23-II-B-1, UNLESS NOTED OTHERWISE WINDOWS ARE VINYL FRAME WITH INSULATED DBL.-GLA7_ING, LOW-E GI ASS & ARGON GAS, FRAME COLOR WHITE /IN 00 T C- a 0 c 30'0" 22 ' 4-1/2" 13 ' 0-1/2" 9 , 4" 6010 SLDR GARAGE CONCRETE NOTE! PROVIDE 1 HOUR F!RF WALL WITHIN 6" OF RESIDENCE OR PER LOCAL CODE 4x6 POST ABOVE 6x6 POST w/ "' 8-3/4" BM PKT & EPC66 POST CAP ABOVE 4X6 POST ABOVE ice` \ FLOOR E .' N. `\ / II / j0) \' // I1-- N. / \ / i t�vr_nr,L' Litz / \ 6x6 POST W/ /- PC66 POST CAP 12 ' 6" 7'2" 5'6" 2010 (A) SLDR T STORAGE CONCRETE I 1 L L1 EAM ABOVE /1 6x6 POST w/ 8-3/4" BM PKT & EPC66 POST CAP \ / ~ \ / X ! 7' O'V+Cis-„iiU ,n nn Ul / / /'1 I I I \ I I I I I / N co R.O. 32"x72" BRG HDR 3' 6-1 471 /0 HALF / GLASS ' (TEMP) STHD14 HOLDO`."'NS- SEE DETAIL R1 /4 :5 I / 2x12 GLB-(24F-V4 1.8E) 2 ' 8" * 9 ' 3" (R .0 .) 5-1 /2z12 GLB (24F-V4 1.8E) ,I. 2 ' 3" * 9 ' 3'(R .0 .) 26 ' 0" 1 1 c.-4T i N M 4x6 POST 36"x55" LANDING 2030 SH (TEMP) STHE14 HOLIIqOWNS SEE DETAIL r•1/4 I , 25- 1/ 2". i j 1-112' 2i _ 26- 2" 4 ' 0" 1- MAIN FLOOR PLAN SCALE: 1 /4" = 1' - 0" FLOOR AREA MAIN FLOOR 750 SQ. FT. UPPER FLOOR 461 SQ.FT. TOTAL 1.211 SQ.FT. 0 n "Easy -Panel Wall System W 0 0 0 1711--11 CI AN CI #3316 I IL I 1x6 TRIM OVER 1x10 R.S. CEDAR BARGE BOARD 12 12 1x6 TRIM OVER 1x10 R.S. CEDAR CEDAR FACIA 12 —8" HARDIPLANK LAP SIDING LEFT ELEV 1 1 TION SCALE: 3/16" = 1' - 0" RIDGE VENTING-� MmINIMmIMMI gN■q�q ggi•gi•qqq 1■igi� ---- ■ggqqqqqqqqqqqq__ggqiqqqiq■ -qq-_ ■qq®■ ili®ii111iiil®ggiiigiqqil®ggigiiiii ggqqiiiiiiiiiir COMPOSITION ggqqqiqqqirqqqi ■qqq■igiiggiiiiq ROOFING w/ ggiiiliiliii■�qq■ ■� ����q�qq� ��q ATTIC VENTING -�®�aq� qqi ■__l_l__________li____®®®!®i®■ i___ glggL� gggq■ ■—q---■ mll=11111 IMIIIMMIMINIIIIIN M11111=1111111MIIN — �= qBq■. ■gpiiiS Ell iligi■ IIIIII••ggq gggqq gggiqi - - - iil•gii eiigiiiiiii111111111iiiiiqgiiiiiigiiii1M gggqqq� iMMI �q= gggq= WEE== _____ q== qq■ CO 1 4 1/4" 2x4 R.S. CEDAR DOOR TRIM II 2x4 R.S. CEDAR WINDOW TRIM I II 8" HARDIPLANK LAP SIDING CEILING LINE rn FLOOR LINE GUTTER 2x4 R.S. CEDAR CORNER TRIM FRONT ELEV ON SCALE: 1/4" = 1' - 0" RIDGE VENTING-� GUTTER 11 I 1 J 1 1 1 1 1 I_ 1 I 1 I 1 1 1- I 1 1 I I 1 1 I 1 1 1 1 f I I I 1 I I I I I I I 11.1 11 I: 1 1 1 1 1 1 1 _1 1 ..1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_11 1 1 1: 1 I I I 1 I i 1 1 I I I I I I ! i COMPOSITION' 1 I 1 I I I -.1 11 1 I 1. I 1 I I I I l l I I I I ► I I I ROOFING w/ 1 1 1 1 1 1 1 1 1 1 I I 1 I ! ATTG VENTING 11 IT I1I111_i.1.I1.11,I.1II !!I I I I I. I I ! TT'~T�-TT 1 I 11 1 !J�1 _I r 1 I 1 1 I I a: 1 ! 1 . I j_ i L l I i I I I I 1 I �Y_I I I L I I I 1-> II I_ L 2x4 R.S. CEDAR WINDOW TRIM YYilNL l./ Y i ZIM R" HARDIPI ANK LAP SIDING 2x4 R.S. CEDAR DOOR TRIM 12 1 x6 TRIM OVER 1x10 R.S. CEDAR BARGE BOARD 12 1 I w 1 8" HARDIPLANK L AP SIDING • X n co LAND NG/ R I FIT E L E ra T I O N 1x6 TRIM OVER 1 A1 0 R.S. CEDAR CEDAR FACIA 2x4 R.S. CEDAR CORNER TRIM REAR ELEV i', TION SCALE.: 1/4".: _ 1' - SCALE: 3/16" = 1' - 0" EXTERIOR ELEVATION NOTES SIDING IS 8" HARDIPLANK LAP, ON TYVEK WRAP OVER 1/2" CDX PLYWOOD SHEATHING OS CORNER TRIM. IS 2x4 RS CEDAR WINDOW & DOOR TRIM IS 2x4 RS CEDAR FACIA BOARD IS 1x6 TRIM OVER 1x10 RS CEDAR RA.RGF BOARD IS 1 x6 TRIM OVER 1 x10 RS CEDAR ca 41.31 EC-9OYOSAL OL\`T 0 WA. u OANQ DAh 07/21/2004 WN By. C.C.M. I ..I „ ., CI AN u3,3 I b I 2 EXTERIOR 'NALL w/ SHEATHING 1/2" DIA.x 10" ANCHOR BOLT ® 72" O.C. INTO 2x6 TREATED SILL PLATE w/ 2"x2"x3/16" PLAT WASHERS GRADE 2% SLOPE FOUNDATION WALL REINFORCING: HORIZ. = #4 © 24" VERT. = #4 48" OR AS REQ'D BY LOCAL CODES OR SOIL CONDITIONS FOOTING DRAIN, / IF REQ'D 2-#4 CONTINUOUS —� Ill N r 4" CONCRETE GARAGE SLAB SLOPED TO DOOR i;-1(1,1 11 C SLAB OVER SAND OR O1mGRAVEL AS ..�. ) REQUIRED 4- #4 BENDS ® 48" 0. C. (AlTERMATE) 412" M TYPICAL GARAGE FOUNDATION DETAIL SCALE 3/4" - 1' 0" EXTERIOR WALL w/ SHEATHING 1 /2" DIA:x 10" ANCHOR BOLT @ 72" 0.C. INTO 2x6 TREATED SILL PLATE w/ 2"x2"x3/16" PLAT WASHERS GRADE 2% SLOPE FOUNDATION WALL _ REINFORCING: HORIZ. = #4 C 24" VERT. _ #4 48" OR AS REQ'D BY LOCAL CODES OR SOIL CONDITIONS FOOTING DRAIN, z IF REQ'D 2-#4 CONTINUOUS CONCRETE SLAB f1=1(II= (SI AR C)VER 111 1(I_' GRADVELO AS , REQUIRED BENDS ( 4.8" 0.C... (ALTERN ATE) STORAGE FOUNDATION DETAIL U SCALE 3/4" = 1' 0" INTERIOR WALL w/ SHEATHING 4" CONC. GARAGE TOP OF FLOOR - - SLAB SLOPED AT HOUSE oO SLAB TO DOOR ---- `�` (2) #4 REBAR OR • AS REQ'D BY LOCAL CODES OR SOIL CONDITIONS k IL" 1/2" DIA.x 10" ANCHOR BOLT © 72" 0.C. INTO 2x6 TREATED SILL PLATE w/ 2"x2''x3/16" PLAT WASHERS STOR AGE 1 GARAGE FOUNDATION DLV 1- SCALE 3/4" = 1' 0" (II=1(II I 30'0" r 22 '4-1/2" 7 ' 7-1/2" 52"X52"X16" CONC. FOOTING w/ (4) #4 REBAR EACH WAY CB66 POST BASE 1 13 ' 0-1/'"' L 30"X30"X 12" CONC. FOOTING w/ (2) #4 REBAR EACH WAY STHD14 HOLDOWNS SEE DETAIL R1 /4 2-3/4" v2 ' 3-1/2" k 1-3/4" l 9'.3" (R.O.) N r -fi GARAGE DROP STEM WALL POUR SLAB THRU 1 r I I II • • 12'6" 1-1 Li 32"X32"X12" CONC.I- FOOTING w/ (2) #4 L_ I_I REBAR EACH WAY 1 1 , I 1' I II 11 I 11 II I NCg,)'1'\ I STHD14 HOLDOWNS SEE DETAIL R1/4 9'3"(R.0.) W 1-3/4" I 3 ' 1t' _ ! • 3 ' 4-1/4" 7� 25- i/ 4" 3 1 1 12" 1-' I 3 rl 6" m rn T 24"X21•"X12" FOOTING w/ REBAF EACH c FOUNDATION PL SCALE: 1/4" = 1' - 0" FOUNDATION PLAN NOTES FOUNDATION WALL AND FOOTINGS SIZE AND REINFORCING TO SUIT LOCAL CODES AND SOIL CONDITIONS CONTRACTOR TO VERIFY DIMENSIONS AND HOLDOWN LOCATION HOLDL1' INS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION ANCHOR BOLTS TO BE 1/2"x10" ® 72" 0.C. w/ 2x2x3/16 PLATE WASHERS, UNLESS NOTED OTHERWISE PROVIDE ANCHOR BOLTS WITHIN 7" MIN. 12" MAX. OF ALL STRUCTURAL WALL BREAKS CI ANCI #3316 �ONC. 2) #4 WAY 0 �I IF[Lb \�"p rs\ T 07/12/2004 AWN BY' C.C.M. SEE ROOF 2x12 RAFTERS FRAMING PLAN g24"O.C. w/ 2x6 TAILS I4 CEILING FINISH 2x4 BACKER 2x6 STUDS @I 16" 0.C. INTERIOR FINISH 2x6 STUDS Q 16" 0.C. 2x EXTERIOR WALL PLATES HEADER (SEE FLOOR? PLAN FOR SIZE) NAILING Q 3" 0.C. DBL. 2x BLOCKING PLYWOOD JOINTS MIN. 3/8" EXT. PLYWOOD w/ 8d NAILS ® 6" 0.C., EDGES & 12" 0.C. FIELD @ ALL PLATES \(' HEADERS & STUDS ) 4x POST MIN. / 6x ® CORNERS SIMPSON STHD HOLDOWN OR EQ. (2 PLACES) 2x BTM PLATE BWP 2x P.T. MUD SILL DROP STEM WALL POUR SLAB THRU 1/2" DIA. ANCHOR i BOLTS w/ 7" MIN. EMBEDMENT QUARTER POINTS ) CONTINOUS FOUNDATION WALL REINFORCING: AS REQ'D BY LOCAL CODES OR SOIL CONDITIONS CONT. FOOTING w/ REBAR 2x4 RAKE BRACE AT 48" 0.C. 2x6 BARGE BACKER 1x10 RS CEDAR BARGE BOARD w/ 1x6 TOP TRIM 2x FIRE BLOCKING ROOFING ON 15# FELT OVER MTL. 1/2" CDX SHEATHING FLASHING DBL. 2x12 RAFTERS CEILING FINISH DORMER GABLE END DETAIL SCALE 3/4" = 1' 0" 2x14 RAFTERS c© 24" U.C. w/ 2x6 TAILS iL HH HEADER HANGER • ALTERNATE GARAGE BRACED WALL PANEL '2" 'I5"MIN. • -SCALE 3/4" = 1' 0" F RAFTERS © 24" 0.C. (SEE ROOF FRAMING PLAN) CEILING FINISH 2x4 BACKER LINE OF CEILING PLATE HEIGHT INTERIOR FINISH (91 0 N • c) 0 V) rvvrOIN 15# FELT OVER 1/2" CDX SHEATHING SEE ROOF FRAMING PLAN TYPICAL RAFTER GABLE END DETAIL SCALE 3/4" = 1' 0" 2x4 RAKE BRACE AT 48" 0.C. 2x6 BARGE BACKER 1x10 RS CEDAR BARGE BOARD w/ 1x6 TOP TRIM 2x FIRE BLOCKING 3010" 9-1/2" I —JOIST @ 16" G.C. (2-1/2" FLANGE) BLOCKING UNDER-BWP 3/4 T&G PLYWOOD STAGGER SHEATHING • • PROVIDE SOLID BLOCKING AT CONCENTRATED II LOAD POINTS 1 ii �II� k IL 1 r r -1 r r JLL JI1 J 4 J RIM BOARD L J) (3) STAIR STR NG RS CUT F OM 2x12's L J I I II II J L L J L J r 91 r r 9 r 11r r 9 r I r ��r 5-1 2"x18" GLU—LAM 24F—V4DF 1.8E) 21' 10" I I I 1 1 BLOCKING UNDER BWP 26 I 0 v 1 fl I RIM BOARD L J 1 r -I r 9 L. J L J BLOCKING UNDER BWP J 1 4' J L J 7 2x8 STAIR I =LAN DING= OPEN FOR STAIRS BLOCKING UNDER BNP 4'0" .P E, R 91/2" 1-JOIST Q 16" 0.C. (2-1/2" FLANGE) L r. JOIST w/ RIM BOARD T CV 1— 3/4x9-1 /2' GANG —LAM (2950DF-2.0E; w 1- w w 0 z 0 J CO AMING PLAN 0 SIDING ON GABLE END WALL, (SEE EXT. ELEVATION) BALLOON FRAME GABLE END WALL TO TOP CHORD OF RAFTERS INSULATION (SEE SECTION)` 2x6 STUDS © 16" 0.C. SCALE: 1 /4" = 1' — 0" FLOOR FRAMING 1*-TOTES FLOOR JOIST ARE DESIGNED FOR 125# LL, 10# DL 135# TOTAL LOADING ALL HOUSE FLOOR JOISTS ARE 9-1/2" LP I —JOIST SERIES LPI32 OR BTR 12" 0.C. FLOOR SHEATHING IS 3/4" T&G PLYWOOD, GLUED AND NAILED ALL NAILING PER UNIFORM BLDG. CODE, TABLE NO. 23—II—B-1 PROVIDE SOLID BLOCKING BETWEEN JOISTS OVER ALL SUPPORT BEAMS AND GIRDERS PROVIDE DBL. BLOCKING UNDER ALL BRACED WALL PANELS CI. AN CI #3316 Featuring "Easy -Panel Wall ha \FYY\NORIJs\ OANCI DATE 07/21/2004 DRAWN BYI C.C.M. CEIL'G FINISH H2.5 HURRICANE TIE TIE EVERY RAFTER INT. FINISH 2x6 STUDS @ 16" 0.C. // H2.5 HURRICANE TIE TIE EVERY RAFTER 2x6 SOLE PLATE CEIL`G FINISH INT. FINISH 2x6 STUDS @ 16" 0.C. RAFTERS AT 24" 0.C. ROOFING ON 15# FELT OVER 1/2" CDX PLYWOOD SHEATHING 21 A SEE ROOF PLAN 2x SOLID BLOCKING VENT EVERY BLOCK 1x2 EAVE TRIM ♦ 3/8" R.S. FIR SOFFIT "- RIM BOARD y— GUTTER Lii 1x6x10 RS TRIM OVER 1CEDAR FACIA BOARD CONTINUOUS -1 /" L 2x6 BACKER SOFFIT VENT 1x2 SOFFIT TRIM SIDING (SEE EL EVATION) TYPICAL RAFTER EAVE qDETAIL � wf BOX SOFFIT SCALE 3/4" = 1' 0" 2X8 SOLID BLOCKING RIM BOARD CEIL'G FINISH INT. FINISH 2x6 STUDS @ 16" 0.C. SEE ROOF PLAN LSU HANGER 1 x2 EAVE TRIM EXT. • ROOFING ON 15## FELT OVER ▪ •17 1 /2" CDX PLYWOOD SHEATHING • • 3/8" R.S. FIR SOFFIT CONTINUOUS SOFFIT VENT ♦ GUTTER 1x6 TRIM OVER 1 x1 n RS CEDAR FACIA BOARD 2x6 BACKER 1x2 SOFFIT TRIM SIDING (SEE EXT. ELEVATION) RAFTER TAIL EAVE DETAIL SLOPPED CLOSED SOFFIT E,:2) RAFTERS AT 24" 0.C. SCALE 3/4" = 1' 0" ROOFING ON 15# FELT OVER 1/2" CDX PLYWOOD SHEATHING SEE ROOF PLAN ♦ i 2x4 SOLID BLOCKING VENT EVERY BLOCK 1x2 EAVE TRIM N/ CONTINUOUS SOFFIT VENT SIDING (SEE EXT. ELEVATION) RAFTER EAVE DETAIL w% SLOPED CLOSE) SOFFITS SCALE 3/4" = 1' 0" 3/8" R.S. FIR SOFFIT GUTTER 1 x6 TRIM OVER 1x10 RS CEDAR FACIA BOARD 2x6 BACKER 1x2 SOFFIT TRIM 1/2" (ONE 94. 94" 24" 1 2x12_ DF#2 RAFTERS @ 24" 0.C. -- -- — --- --- - 1 /2" CDX PLYWOOD TAGGER SHEATHING z w w CO Mg OP l�l< 24" 4'0" 5-1 RIDGE 8"x21" GLB Fl I L7 all OM 24F- V4) LOWER ROOF 22'0" 2x12 DF#2 RAFTERS @ 24" 0.C. I ROOF FRAMING PLAN RIDGE VENT ROOFING ON 15# FELT OVER 1/2" CDX PLYWOOD SHEATHING ve 4 /1 2 ROOF 12,/12 2x4 RAKE BRACE @ 48" 0.C. SHOWN DOTTED TYP. LSTA24 STRAP, STRAP EVERY RAFTER 2x SOLID BLOCKING VENT EVERY ONE / CDX PLYWOOD GUSSET SIDE ONLY) —\ / A/ / rf ROOF X-r CELL ' FINISH FILER - ® 4/12 ROOF GLU-LAM RIDGE BEAM 6-11 RIDGE BEAM DETAIL tb SCALE 3/4" = 1' 0" RAFTERS AT 24" 0.C. SCALE: 1/4" = 1' - 0" N 1 i 2x4 RAKE BRAE @ 48" 0.C. SWN (DOTTED TYP. ROOF FRAMING NOTES ROOF SLOPE !S 12 IN 12, 4 IN 12 @ DORMER, SEE ELEVATION ROOF TRUSSES ARE DESIGNED FOR 25# LL, 15# DL 40# TOTAL LOADING ROOF SHEATHING IS 1/2" CDX PLYWOOD SHEATHING NAILING PER 1997 UBC TABLE 23-II-B-2 ROOF SOFFIT TO BE CLOSED w/ CONTINUOUS SCREENED VENTS FACIA AND BARGE BOARD IS 1x10 R.S. CEDAR w/ 1x6 TOP TRIM @ BARGE BOARD CIANCI #3316 bl 0 �1 FLY\N0P JS OAK/ 'DAB 07/21/2004 DRAWN BYE C.C.M. z I SIMPSON H2.5 METAL HURRICANE CLIPS 2x BLOCKING VENT EVERY BLOCK 1x6 TRIM OVER 1 x10 R.S. CEDAR FACIA BOARD 3/8" EXTERIOR R.S. FIR SOFFIT w/ CONTINUOUS SCREENED VENTING 8" HARDIPLANK LAP SIDING ON TYVEK WRAP OVER 1/2" CDX PLYWOOD SHEATHING VINYL, INSULATED WINDOW 1x4 R.S. CEDAR WINDOW TRIM 2x6 EXTERIOR STUDS © 16" O.C. 1 2 SIDING TRIM f)1-=tfll�lrl IfISI?Ilfl 4I 12 STAIR WELL 38" HIGH 2" HEMLOCK WALL RAILING (MAX.) RETURN TO WALL WALL RAIL BRACKET 48" 0.C, (MAX.) RIDGE VENT'G co STAIR ANGER w/ BLOCKING LSTA24 STRAP EVERY RAFTER / 1/2" PLYWD GUSSET (ONE SIDE ONLY) 2x BLOCKING _,-----' ♦ ♦ ♦ ♦ VENT EVERY ONE ♦♦ • LANDING 2x LE E w/ JOI T HANGERRS (3) 2x12 STAIR STRINGERS 3/4" OSB BOARD RISER 1-1/8" BULL NOSE OSB BOARD TREADS I (1) LAYERS 5/8" TYPE X GYPSUM WALLBOARD UNDER STAIRS 2x12 F.T. SILL PLATE /4\ 2x4 INTERIOR STUDS © 16" NOTE: REFER TO SHEET 3 FOR FOUNDATION NOTES & DETAII S NOTE: THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 /150 OF THE AREA OF THE SPACE VENTILATED, 1/300 IF EAVE & ROOF VENTS ARE USED ♦ PER 1997 U.B.C., SECTION 1505.3, • 12 ♦ • • ♦♦ • ♦ ♦ ♦ 17 ♦ FINISH FLOOR ON I -JOIST HANGERS 3/4" T&G PLYWOOD w/ WEB SUB FLOOR -- 2x6 SOLE STIFFENERS PLATE ♦ ♦ • ♦♦ • • 9-1/2" I -JOIST Q /Z`O.C. \ 1-3/4"x9-1/2" 5/8" GYPSUM GANG -LAM BOARD ON CEILING 5/8" GYPSUM BOARD ON WARM WALLS STORAGE CROSS SECTION PLAN SCALE: 1/2" = 1' - 0" 00 o' • /4„1 I • ?�ii=ifli=lil 1Sflii J�II, • • EDGE NAILING♦♦ • ♦ EDGE ♦♦NEAILING j ♦i ♦♦ EDGE NAILING �! / EDGE NAILING GRADE 2X8 AIVDI NG _4 — 1-3/4"x9-1 /2" GANG -LAM 3/4" OSB BOARD RISER 1-1/8" BULL NOSE OSB BOARD TREADS (1) LAYERS 5/8" TYPE X GYPSUM WALLBOARD UNDER STAIRS STAIR HANGER 1 rn "B' STAIR CROSS SECTION SCALE: 1/2" = 1' - 0" C! AAN CI -hL316 00 CL4NCI GARAGE 0 0 0 IFILB \Fw\NANc CIMS\ I CI 1DATB 07/12/2004 RAWN BY' C.C.M. I I