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00-0045-019 8" X 12" MIN. CONCRETE ARCH SEE ROOF PLAN FOR REINF. ^ 0 - - - - - ISSUISSUANCE F 11D . — F ❑BIDDING SET ONLY ❑CONSTRUCTION SET ONLY / \ N ❑BUILDING,PERtuIIT SE.T ONLY, REV1 REV2' �• ., / REV3 tom' O t� 2 #5'S ADDITIONAL (DIAGONAL) a ONE N.S. & ONE F.S. (TYP.) AFFIX SEAL HERE FOR SIDE REINF. REFER TO u FOUNDATION PLAN a MASONRY OPENING VARIES I "' REFER TO ELEVATIONS FOR CEMENT TILE ROOF ON A LAYER OF 90 LB. 12 RADIUS OF ARCH I ASPHALT FELT HOT MOPPED OVER 30 LB. FELT UNDERLAYMENT TIN-TAGGED AT 12" ON CENTER 5F— NOTE: HOOK ALL VERTICAL REINF. STAGGERED TO 19/32" CDX PLYWOOD SHEATHING INTO FOUNDATION AND TIE BM. WITH STANDARD ACI HOOK APPROVED METAL ANCHOR @ EA. TRUSS a SEE ANCHOR SCHEDULE ON ROOF FRAMING PLAN �1 FE TYP . ARCH R E I N F . D E T A I L PERIMETER COURSE OF SPANISH "S" TILE SHALL BE INSTALLED W/ CLIPS MECHANICALLY FASTENED TO W W o SHEATHING PRE-FABRICATED ENGINEERED WOOD TRUSSES AT 24" ON CENTER !� PANEL ROOF SHEATHING SHALL BE PROVIDED �--I W/ A MIN. OF 2 X 4 EDGEWISE BLOCKING AT ELEV. _ 1O�-O" ALLL HORIZONTAL PANEL JOINTS, W/ EDGE AND TOP OF TIE BEAM END SPACING IN ACCORDANCE W1 C. . MIN. R-19 BATT INSULATION, REFER TO SPECIFICATIONS, FOR A DISTANCES OF F AT AT LEAST o-�o. o• 4' FROM EACH GABLE END v ACTUAL R-VALUE RATING. o �+ wo "X4" 'X' BRACING W 2-10 d. _ • � " \N"AILS AT EA. BLOCKING. MIN P.T. 1 x 2 FIRE STOP P Q1 3 1/2"x3 1/2"x 1/4" 1/8 f 4 TRUSSES 26 GAUGE 2x2 GALV. DRIP NAILED WITH 12 GAUGE, STEEL COLUMN. 1-I" RING-SHANKED NAILS 4" O.C. TO P.T. 1 x 2 NAILER ON 2 x 8 WD. FASCIA ( NAILED 4 O.C. DRYWALL I I GROUT FILLER FIN. SLAB WD. TRUSSES @ GABLE ENDS) LAPPED MIN. 4" @ PERIMETER AND WOOD BASE I I ® 24"o.c. WRAPPED AROUND A MIN. OF 5" AT CORNERS. © .-� 8"x12" CONT. CONCRETE TIE BEAM W/ 4#5 CONT. REINFORCED • • BOARD I I 1 1 2 ® CORNERS & AT EA. BEND ELSEWHERE. BEND n o :'®a 2#5 FROM EA. DIRECTION AROUND CORNERS MIN. 0 30" 3 CONECTION DETAIL d. _ -�1/2 x Z W • • � 1/2 DRYWALL ON P.T. 1 x 2 A A a d a 7/8" STUCCO SOFFIT W/ SCREENED VENT W " yy HOUSE OPENINGS SHALL BE COVERED W/ A CORROSION FURRING STRIPS 24 ON CENTER z ^ O (4) 1/2"o x 9 = RESISTANT MESH WITH OPENINGS NOT TO EXCEED 1/8 0� c o ANCHOR BOLTS a. . U U ASTM A-307 a Z PL 12"x12"x1/2" 0. H © — © 3 1/2"x3 1/2"x 5/16" TYP. S.G.D., SEE FLOOR PLAN, DOOR SCHEDULE . . U STEEL COLUMN. SEE EXTERIOR ELEVATIONS FOR DESIGN PRESSURES F–I o o a z (4) 1/2"o X 9'� DRYWALL ° C3 ANCHOR BOLTS 2"X4" BLOCKING - FIT yy y TIGHT BETWEEN TRUSSES ASTM A-307 W/ 2-10d TOE NAILS " ono BASE PLATE 5 5 EA. END, AND AT EACH AEA TRUSS W/ 2-16d END, ILS ,_.., X BRACING rl M RESTRAINED ® 20' MAX. - 2 a • � TRUSS ' X y BRACING FOR FLOOR FINISH SEE FINISH SCHEDULE � � ° D—4 TYPICAL 112 RECESS SLAB FOR S.G.D. TRACK M / 4 REINFORCED CONCRETE SLAB w/6x6, 10/10 W.W.M. ON oo CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER W ' (UPLIFT CAPACITY, [2—BOLTS, 1 EACH SIDE] 6,920 LBS.) (UPLIFT CAPACITY, [4—BOLTS, 2 EACH SIDE] 13,500 LBS.) 19/32" APA SHT'G. N/8d NAILS @ 6" O.C. FINIS+01 H FLOOR i v n 3 /12"x3 1/2"x 1/4" 1/4" A36 STEEL (TYP) e • < n n: a_n : d a n n III STEEL COLUMN GROUT 3" x 13" STL. AA \/ • � FILLED PLATE � \ \ �ed' ••• e. •;`�• \ \ \ ` \ \ � ^ E--� � U D „ X 4 TOP CHORD) WOOD GIRDER TRUSS rn CONNECT. DETAIL I I REFER TO ENGINEERING 3/16 (2 FOR CALCULATIONS ° M � I n n n PROVIDE VAPOR BARRIER o z� 00 N i 5/8 TYPE X DRYWALL EA. SIDE xA a I SFBC 3703.11 (c) (60 min) CD�, 4" CONC. SLAB con FORFFONDAGONZE & REIFORCEMENT REFER Z N '7 OQ _o_ T• 1— C' '= 'e v a . . 4 I I—III I O ° 80. . ;: •. O. _ I I CUT ANY BOLT Q; tl N =1 1=III= a _' Ia I DRYWALL RENCE W/ ";zr cu _ I i DRYWALL -1 11=1 I I=1 I _=___= I I-1 I I III-1 I cq �—III=1 I I III I I I-111=111=11 I—III-111 —III 111— ±- . • ' . ' . 1 \-2-3/4- DIAM. X 6-1/2" EXP. BOLTS •.� CD LCD cn III—III I i— I I—III—III—III—III—III— 11—III—I I—I I � v = T.B. REFER TO T.B. SCHEDULE ui VAPOR BARRIER _-_A. 0 Z U CD a 2-1/8"X4"X24"(H) STEEL PLATE ATTACHED rO TO CONC. TIE BEAM WITH 3/4" DIA. X 6-1/2" w °' �tE J D . FN EXP. BOLTS EACH PLATE. SEE UPLIFT CAPACITY J 3 D . TO DETERMINE NUMBER OF BOLTS REQUIRED. = SECTION YP <.4 SECTIO N SLI DI N C GLASS PATI 0 D00 Q n_ U cr c� CD Ln 5 3 DETAIL= a]w � STEED COLUMN — FOUNDATION p_4 GIRDER TRUSS D - 4 of 1-1 _D D 4 N C Ln M Q] [A O Lu / n / S i