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<br /> Q
<br /> LENGPT LENGPT
<br /> PER STRL SHEETS PER STRL SHEETS
<br /> PARAPET FLA5HIN6 I1
<br /> 519 TYPICAL A3.1 PARAPET FLASHING I1
<br /> 519IYPICAL
<br /> (N) T.O. TOWER j, _ (N) T.O. PARAPET _
<br /> A.F.F. ± 18'-10' AFF.
<br /> ti I I I
<br /> Q (N) CEMENT PLASTER ARCHITECT
<br /> (N) SENILE PLY ROOF
<br /> EXTERIOR FINISH, TYP.
<br /> (N) SINGLE PLY 8001= SCOTT GIBSON ARCHITECT, INC.
<br /> SYSTEM OVER (N) LENGPT SYSTEM OVER (N)
<br /> PARAPET KICKERS, G-C. PER STRL SWEETS PARAPET KICKERS, G.G. 2540 ZANELLA WAY, SUITE#60
<br /> TO SEAL COMPLETELY PARAPET UGHT 6AND I`i TO SEAL COMPLETELY CHICO, CA 95928
<br /> TO (E) ROOF SYSTEM,
<br /> 519 TYPICAL A3.1 TO (E) ROOF SYSTEM, P: 530 / 343-7557(N) CEMENT PLASTER TYP, TYP. F:-`` (N) FRAMING PER TY . I2 = 530 / 343-7447
<br /> � f 12
<br /> (N) SINGLE PLY STRL. SHEETS, A31 1
<br /> (E) T.O. LIGHTBOX EXTERIOR FINISH, TYP_ .{ A3,I Q (N) T.O. LIGHT BAND _ ROOF SYSTEM TYP.
<br /> ± 15'-13 AFF.
<br /> OVER (N) PARAPET
<br /> .F KICKERS, G.C. TO AR
<br /> '
<br /> (E) LIGHT BOX TO 1 ' SEAL COMPLETELY
<br /> • • • '
<br /> REMAIN UNCHANGED I �, °,
<br /> I TO (E) ROOF
<br /> - r , SYSTEM, TYP. I2 - SCOTTCi.
<br /> A3.1 Cow PLASTER 2 ........... ' GIBS
<br /> (N) T.O. PARAPET 5M. TYPICAf 30 4 No. 27
<br /> ;{`•, _
<br /> lN1 FRAMING PER " •, ± 13'-9' AFF. ' I
<br /> STRL. SWEETS, — I .......:}' `'W Zd REN I -3
<br /> METAL ROOFING r 1 f
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<br /> CEMENT PLA5TER 3 r y ) O
<br /> REVEL,519 TYP, lD
<br /> AT WALL,519 TYP. .(d r , � � � ! 1
<br /> %5
<br /> DEMO (E) ROOF L STRL. MING PER
<br /> SHINGLES TO (E) \ TYP. w
<br /> IZ w
<br /> ROOF PLYWOOD. :
<br /> 3 a Z � �
<br /> \ , 3 REVISIONS
<br /> (E) TRUSS WEIGHT
<br /> (N) METAL STANDING 'f - - - ' \ PLAN
<br /> f VARIES AFF. - - - � ... . -- - ±EYARIE�S APF.5 HE WT REVDATE: 05/06/2016
<br /> SEAM ROOFING OVER
<br /> ....... .
<br /> (E) WOOD FRAMED 2 , REVDATE:
<br /> CANOPY OVERHANG.
<br /> �2 *'�'—(E) BUILDIN
<br /> �t TRUSSES. TYP. (N) GEMENT (E) IL G •�(E) BUILDING REVDATE:
<br /> ' �� PLASTER S E . T 2 / TRU5SE5. TYP.
<br /> EXTERIOR FINISH, _I
<br /> OVER (F) REVDATE:
<br /> BUILDING: PLY. Fz
<br /> WD., TYP. a
<br /> O
<br /> REVDATE:
<br /> 77
<br /> luq \
<br /> (E) BLDG_ TRIM t0 Q
<br /> REMAIN UNCHANGED, ± 9 -O AFF J O � �
<br /> TYP. (E) CEILING (L > (N) B.O. CANOPY
<br /> (E) CEILING
<br /> f 9'-2' AFF.
<br /> ± V-0' AFF.
<br /> z Q lN) B.O. CANOPY
<br /> lN) CEMENT PLASTER i..- !N) METAL CANOPY SEE DETAIL
<br /> Z.
<br /> EXTERIOR FINISH, OVER (E) O f S'-8' AFF.
<br /> TYP.PLY. WD
<br /> BUILDING 4/A3.1, ALL CANOPIES AND
<br /> BUILDING ., CEMENT PLASTER 3 ► U w (N) METAL CANOPY SEE DETAIL TRELLISES ARE BY OTHERS AND
<br /> !� REVEL,519 TYP. 3. r 0 .C., SEPARATE SUBMITTAL, TYPICAL
<br /> z 4/A3.1, ALL CANOPIES AND
<br /> CEMENT PLASTER TRELLISES ARE BY OTHERS AND
<br /> REVEL,EVENLY 5PACE N.I.G., SEPARATE SUBMITTAL, TYPICAL
<br /> PER ELEVATION,TYP. r CEMENT PLASTER 2
<br /> 519 TYPICAL
<br /> (N) 2x STUD BLOCKING C l
<br /> E X I STING TYPICAL BX I STING
<br /> E3UILDING 5UILDING EXISTING EXISTING
<br /> BUfLDINCz UI L.p INC T
<br /> (E) DRIVE TWRU
<br /> WINDOW t0 REMAIN U
<br /> UNCHANGED, TYP. (N) 2x STUD FRAMING PER
<br /> I (E) STOREFRONT WINDOWS
<br /> (E) BUILDING WALL'S 4 STRL SWEETS, TYP. (E) BUILDING WALL'S 4 TO REMAIN UNCHANGED,
<br /> FINISH'S TO REMAIN FINISH'S TO REMAIN TYP, C�
<br /> UNCHANGED, TYP. UNCHANGED, TYP. O 0 O
<br /> Z _q
<br /> E to
<br /> LU
<br /> P2
<br /> (N) GEMENT PLASTER –� d) N (E) BUILDING WALL'S 4 FINISH'S (E) BUILDING WALL'S 4
<br /> EXTERIOR FINISH, TYP. Z z TO REMAIN UNCHANGED, TYP.
<br /> J q TO REMAIN
<br /> (E) FLOOR SLAB 4 FINISH (E) FLOOR SLAB 4 FINISH 0- CEJ FLOOR SLAB 4 FINISH UNCHANGED,
<br /> TO REMAIN UNCHANGED, TO REMAIN UNCHANGED, ZYR. O TO REMAIN UNCHANGED,
<br /> U4 (Y TYP. (E) FLOOR SLAB 4 FINISH
<br /> zCEMENT PLASTER II W III OTO REMAIN UNCHANGED,
<br /> (E)FINISH FLOOR TERMINATION,519 TYP. 3� (E)FINISH FLOOR �j (E) FINISH FLOOR TYP.
<br /> CEMENT PLASTER 15 rf 0'-0' AFF. ± 0'-0' AFF. U W f 0'-0' AFF.
<br /> BASE,519 TTP. (E)FINISH FLOOR
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<br /> r .r w f
<br /> �4 tJ
<br /> LLI a CD00O
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<br /> (N) CONCRETE AFtERSET Z U
<br /> �I CURB, SEE STRL.
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<br /> Ca
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<br /> VJ Q
<br /> ofProposed - Enlarged Building Sections - Proposed - Enlarged Building Sections B-E Proposed - Enlarged Building Sections C-C Proposed - Enlarged Building Sections D-D
<br /> Q - SCALE: 3/4" = 1'-0" 0
<br /> SCALE. 3/4" = 1'-0"
<br /> UI - SCALE: 314" = 1'-0" -
<br /> SCALE: 3/4" = 1'-0" A
<br /> General Notes Keyed NotesCID
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<br /> D �) p,q�,gP� K C}� w Rp N yER K EE � SNE g (�
<br /> (W PARAAPET KIGKEizI WITH {M ROOF!(NNG)QVEI2�GIKE RO�IN6 TO M 'IRGH (E SSEASTG0%SJEL�TTD (E? ROOFING, TYP. l�
<br /> Q DFMO CE) CANOPY / OVERWANG 4 PARAPET ABOVE TRUSSES
<br /> Y
<br /> N - EFER TO STRL FOR DETAILS, SIM. TYPICAL
<br /> N m (I-)ROPING TO REMAIN, ATTACH (N) R00FIN6 A5 RF,0'1) PER MFR. 51`EC'5 AND 5EAL COMPLETELY
<br /> 00
<br /> ® (N) 2x STUD FRAMED PARAPET UlALL EXTENSION
<br /> PARAPET WALL EXTEN510N MOUNTED TO (E) BLDG. ROOF STRUCTURE PER 5TR-. 5mf-UT5. TYP. DATE: 12/02/2015
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<br /> JOB NO_ 15.086
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<br /> ALL DRAWINGS&WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT&THE SAME MAY NOT BE DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT"SCOTT GIBSON ARCHITECTS"ALL RIGHTS RESERVED.
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