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ELEV. t 271-41/2'
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(A) EAVES AND GABLE DRIP FOR TILE FIBER-CEMENT SHINGLES 14 - Z
3r SHINGLES METAL SHINGLES AND MINERAL SURFACED ROOFS SHALL HAVE • a a
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A ROOF FLANGE NOT LESS THAN 2 WIDE G
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SHALL BE NAILED WITH A MINIMUM 12 GAGE ANNULAR RING SHANK � ----- ------- ToP o BEAr� �
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3 NAIL AT 4, O,C, THE NAIL SHALL BE MANUFACTURED FROM SIMILAR
TOP OF BEAM
AND COMPATIBLE MATERIAL TO THE TERMINATION PROFILE. ALLa � _LEv. s 2m O �Q
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- --------------------------------------I-- COMPOSITE MATERIALS SHALL BE FASTENED WITH NON-FERROUS NAILS, , ( n
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DRIP R FACE FLANGE BELOW T HE SHEATHING,
OF 2' IN WIDTH AND
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22 (C) SAVE AND GABLE DRIP SHALL BE DESIGNED SO THAT THE BOTTOM A Q o
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SHALL BE INSTALLED IN COMPLIANCE WITH THE
2 1 (D) THE ROOF FLANGE
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ROOF SYSTEM ASSEMBLY PRODUCT CONTROL APPROVAL.
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(E E AV ES A ND CA BLE R I P SHALL BE L A PPED
A MINIMUM OF 4 AT o '''
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PER IM T E R LAPS SHA LL BE W RAPPED AROUND AN D LAPPED
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A MINIMUM M OF 5 n AT CORNERS, A 5 SPECIFIED I N D DE
COUNTY
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KITCHEN OFF IC E "2
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5L�ILDINC� SECTION KEG' NOTES �
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t, FLAT INTERLOCKING TILE
l2. )APPROVED PRE-ENGINEERED ROOF TRUSSES 024' O.G.
(REFER TO MANUFACTURER SHOP DRAWINGS).
3, GALVANIZED METAL DRIP EDGE ON IX2 P,T, WD, BLOCKING, 1g -
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4, APPROVED TRUSS ANCHORS AS REQUIRED (REFER TO O o
STRUCTURAL DRAWINGS). _
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5, CONC, TIE BEAM (SEE STRUCT, DWG$, FOR DETAIL).
�II 6. R-42 WALL INSULATION.
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BATT INSULATION,
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8, 5 WOOD BASE BOARD,
9, 112' GYPSUM BOARD (SEE FINISH SCHEDULE). 9
10, 4' CONCRETE SLAB (REFER TO STRUCTURAL DRAWINGS). W
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11. SPREAD GONG, FTC. (SEE STRUCTURAL D WG, )
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TOP OF RIDGE --------------------------- I 14, a' C.M,U, WALL. Z
ELEV. ± 27'-4�iz"
----------------------- 15, METAL FRAMED ARCH,
12 l(o, 4' METAL FRAMED PARTITION. 4
11, PRECAST GONC, LINTEL.
la, WOOD FRAMED ARCH,
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--- -- ------- - 19, GONG, STAIRS W/ WOOD HANDRAILS. I o
20, CLG. WITH MED, TEXT. STUCCO ON SELF FURRING -
- -- - — - MTL. LATH ON CDX, PLWD, ATTACHED TO TRUSS <
4 WITH ad NAILS 0 6' O.C. ® Z
3 21, 42' HEIGHT WOOD RAILING.
22. NON-STRUCTURAL 3'x &' WOOD OUTLOOKERS (D
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---- ___ ,., �� , 23, 4 SMOOTH STUCCO BOX OU
ELEV, t 20'-0' 24. 3'x C' WOOD BRACKETS _ 0 !
c 2 5 25, PLANT SHELF = Z
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14 1. ROOF TRUSSES AT 24' O,C. (REFER TO STRUCTURAL DWGGS) F _ Q
2, R-19 INSULATION ° '
? 3. ONE LAYER OF 1/2' DRYWALL OVER MTL. FURRS AT Igo' O.C, Z
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CONFERENCE
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25 ROOM m 4, TWO COAT STUCCO -
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5. YWA ON 1' X 2' P.T. WD. FURRING STRIPS AT I(o' OC. IF,
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AND R-4.2 INSULATION
ELEv. ± 10'
CII %. CONCRETE SLAB (SEE STRUCTURAL DLUGS) -
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'I, NAIL ON FLAT INTERLOCKING TILE ROOF ON (1) LAYER 90° MINERAL -
/ SURFACE HOT MOPPED TO ll) LAYER 30° ASPHALT FELT
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4 i Y SHTG, (TYP) . ELEV. 0' a
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� ELEV. 0'-0"
AT AN ST TRUSS.
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12, CONC. TIE BEAM
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1 3. PRECAST CONC. LINTEL,
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FINISH FLOOR EVERY OTHER COURSE (SEE STRUCTURAL D IS. NON-STRUCTURAL 3'x Fo' WOOD OUTLOOKERS ELEV. 01-0"
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