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HomeMy WebLinkAbout006 1 2 32 26 1 2 32 12 12 _ RIDGE AT 28'-6"ABOVE SLAB HEIGHT _ 3 2 1 i (38.0'ABC►VE NAVD 88) p �D 8 9 OPEN ROOF DECK COVERED ROOF DECK VESTIBULE OPEN ROOF DECK PLAYROOM ROOF DECK SED ARC 34 23 i 1 ue- Loj 1 i o Z = 12 ., �j�. rySL. SL. 3a 23 1 1 SL, ii �4 SL. No. C 14146 � - "3 _ _ TOP OF PLY. �� 11-34-1 9 , � _ TOP PLATE �F 9 14 1141 14 9 14 9 STAIR HAL DECK MASTER BEDROOM MASTER HALL MASTS FOYER OFFICE HALL 2 GYM./BEDROOM 5 OPEN DECK �; q (� 16 20 11 1a 20 11 12 �° z `o z 4n- SL "' SL. in � �- T.O.PLY U N Q _ �d U 1 - - - TOP PLATEIF Ile W , X X SD.2 i 4 14 13 13 SD,Z � 9 9 Fa 9 � � � '� U ID LIVING KITCHEN - ENTRY HALT. 1 LAUNDRY x 4 - CAR GARAGE U I 00 0* �-i 2 L 15 15 15 U w e _ 1464_ OP OF CURB QFLAg 0 E 3 d •t a. 1 r err ram}. ca 4A L `a •4. •e' -.a •4'• SL. _ i'• 9. AB 'r 1 s" SD.1 L J 0 rx BUILDING SECTION A SCALE: 1/4" = V-a" [:] BUILDING SECTION NOTES 1. CLASS 'A' RATED ROOFING,SEE ROOF PLAN NOTES FOR TYPE. 2. PLYWOOD 5/8"THK. MIN. ROOF SHEATHING, REFER TO STRUCTURAL PLANS. PROVIDE RADIANT BARRIER W/FOIL ONE SIDE, FACING ATTIC TYPICAL AT ROOF SHEATHING. 3. 2 x ROOF RAFTERS, REFER TO STRUCTURAL PLANS. 4. RIDGE BEAM, REFER TO STRUCTURAL PLANS. 5. 2 x WOOD DOUBLE TOP PLATE. 6. 2 x WOOD SILL PLATE. U W4 7. 2 x WOOD SOLE PLATE. C�3 8. 2 x WOOD STUDS AT 16" O.C. 9. WOOD HEADER, REFER TO STRUCTURAL PLANS. 1 2 26 32 1 2 26 32 -4 2 1 10 2 _ 10. WOOD BEAM, REFER TO STRUCTURAL PLANS. 3 R D EAT 28'-b"ABOVE SLAB HEIGHT_ RID E A 28'-6"ABOVE SLAB HEIGHT 8.0' ABOVE NAY 88 RI GE AT $'- "ABOVE SLAB HEIGHT - 2 12 - - r - - - 11. FIBERBATT INSULATION PER TITLE - 24 ENERGY CALCULATIONS. 3 -AMULYUGUID r !` 1 .12. 7/8" THICK EXTERIOR PLASTER. " TO PLATE _ _ TOP PLATS ' ` �"' _ 'TOP PLATE pq 1 S .3 X .3 - 13. 5 f 8" THICK TYPE"X"GYP. BOARD. 1 � SD. OPEN ROOF DECK PLAYROOM i OPEN R OF DEC �`� 1 14. 5/8'"' THICK GYP. BOARD. RETREAT 15. CONCRETE SLAB, REFER TO STRUCTURAL PLANS. • r 16 20 11 �o 30 23 11 h 1 4 ,J ~ 16 20 11 10 4 - F 16. 1 1/8"THK. PLYWOOD FLOOR SHEATHING, REFER TO STRUCTURAL PLANS. � 12 12 4 M W I -C S� TOP OF PLY. SL SL, TOP OF PLY. 17. 2 x DECK JOISTS, REFER TO STRUCTURAL PLANS. i _ _ - _ _ _ _ - - - - / _ fOPOFPLY. e*� 4 _ TO PLATEIF TOP PLATE STOP PLATE " 18. (2 LAYERS) 5/8"TYPE"X" GYP. BD- FOR ]-HR. CONSTRUCTION AS 0 � PER C.R.C.TABLE R302.6 SHALL BE INSTALLED ON WALLS AND Coln CN I t CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS AND ' I POSTS SUPPORTING THE HORIZONTAL PORTION OF THE i-HR. f 9 10 F4 8 ! F 9 14 g S .2 14 14 OCCUPANCY SEPARATION. BATH 3 H LL 2 o - I .. i BEDROOM 3 HALL 2 b MASTER CLOSE 1 HALL 2 MASTER CLOSET 2 8 1 � io 19. ALL WALLS CEILINGS WRAPPED BEAMS & COLUMNS IN GARAGE 16 20 11 X r N 16 20 11 N x t °° 0 AND USEABLE SPACES UNDERNEATH STAIRWAYS SHALL HAVE 5/8" " SD.2 1 16 20 1 T SD.2 TYPE X DRYWALL C.R.C. TABLE R302.6 0 b -. 1 6 i 6 -, 20. 2 x WOOD FLOOR JOISTS. TO OF PLY. TOP OF PLY. U - - - PLY' 21. 2 x CEILING JOISTS,REFER TO STRUCTURAL PLAN. 0 P4 TO PLATE TOP PLATE 1 _ t OP PLATE 22. 2 x WOOD BLOCKING. U t SD.2 13 13 -- i 23. CLASS "A" ELASTOMERIC DECKING MATERIAL,"MERK-O" I.C.C./E.S.R.jE.S.R. #i 66 i. Pn i SD,2 i 4 ]4 9 i 4 I it 14 8 1 l r - 24. GUARD RAILING AT+42" O.A. � BEDROOM 2 HALL 1 �- 8 CHEN D NiNG o r 25. EXTERIOR SIDING, REFER TO EXTERIOR ELEVATIONS. e 4 - C RG RA E a g iT a 5 0 15 15 26. 2 x ROOF JOISTS, REFER TO STRUCTURAL PLANS. 00 i5 Q 10. 0' TO_jOF CURB _ 10.60'TOP OF CURB 10.60' _ 'TOP OF CURB 27. 2 x 4 CLEAT, 00 • y . 2.50' LOP OF S_LAB / �5Q p QUs, 28. 2 x 6 V - JOINT TONGUE AND GROOVE. 9.00ET r '{. S . GRADE . 9.00 EST. GRADE 17A7 ` ..+/' I 9.00 EST. GRADE •• , . • . „ :.F .,.,y >r- _�.•�<..,r., �O 29. RR C W FU FILING DOWN AS NEEDED TO ALLOW FOR INSULATION. 04 22 ZQl9 X ,� ,,� ar.' : X ,.j 30. 3/4"THK. PLYWOOD DECK SHEATHING, REFER TO STRUCTURAL PLANS.4k 1-7 rROJECT No. 18 -- 35 * / ` 31. 20 OZ. COPPER FLASHING W HEMMED EDGE. SHUT NO. so.1 so.1 / SD,1 BUILDING SECTION BUILDING SECTION P I O N BUILDING L p I 32. BLOWN - IN HIGH DENSITY FOAM INSULATION W NO AIR 7wwwwwwwwwTwww* pU NG SECTION j GAPS. SCALE: 1/4" = 1"-0" SCALE: 1/4 11 -= 1 '-Q" B SCALE: 1/4" = 1'-O" 33. 1 x 6 V-JOINT TONGUE AND GROOVE. i I i i