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00-0045-039 j, i - - I 8" X 12" MIN. CONCRETE ARCH w SEE ROOF PLAN FOR REINF. ro ISSUANCE FOR a�: Cy]BIDDING S(T ONLY.; . (�CONSTR C110t SEtONLY , ' ,� , � � �;•�q� 9 REV1 ' cT '+ r.�F a fja l / \ REV2 P �o p�, y U � REVS All AZO U N 2 #5'S ADDITIONAL (DIAGONAL) ONE N.S. & ONE F.S. (TYP.) AFFIX SEAL HERE FOR SIDE REINF. REFER TO I H j FOUNDATION PLAN MASONRY OPENING VARIES CEMENT TILE ROOF N A LAYER OF 90 LB. P REFER TO ELEVATIONS FOR 12 l`n I RADIUS OF ARCH I ASPHALT FELT HOT PPED OVER 30 LB. FELT UNDERLAYMENT TIN-TA ED AT 12" ON CENTER 5 z ' ,r. r,=:t 3 ,,';:;4q NOTE: HOOK ALL VERTICAL REINF. STAGGERED TO 19/32 C PLYWOOD SHEATHIN 9 , ' INTO FOUNDATION AND TIE BM. WITH STANDARD ACI HOOK vl APPROVED METAL ANCHO EA. TRUSS SEE ANCHOR SCHEDULE ON OF FRAMING PLAN N T 'ff e REINF. DETA I PERIMETER COURSE OF SPANISH " TILE SHALL BE O INSTALLED W/ CLIPS MECHANICALL FASTENED TO g W SHEATHING PRE-F RICATED ENGINEERED WOO TRUSSES AT 24" ON CENTER PANEL ROOF SHEATHING SHALL BE PROVIDED , W/ A MIN. OF 2 X 4 EDGEWISE BLOCKING AT ELEV. = ALL HORIZONTAL PANEL JOINTS, W/ EDGE AND TOP E BEAM END SPACING IN ACCORDANCE W/ MANUFAC. SPECIFICATIONS, FOR A DISTANCE OF AT LEAST 4' FROM EACH GABLE END v R-19 BATT INSULATION, REFER TO CTUAL R-VALUE RATING. Z o M 2"X4" 'X' BRACING W� 2-10 d. W 0 NAILS AT EA. BLOCKI G. MIN „ „ P.T. I x 2 FIRE STOP rh Qti , w r of 4 TRUSSES 26 GAUGE 2 x2 GALV. DRIP NAILED WITH 12 GAUGE, �.J . . 1-'%" RING-SHANKED NAILS 4" O.C. TO P.T. 1 x 2 NAILER ON 2 x S WD. FASCIA ( NAILED 4" O.C. z w A WD. TRUSSES GABLE ENDS) LAPPED MIN. 4 0 PERIMETER AND 24 o.c. WRAPPED AROUND A MIN. OF 5" AT CORNERS. a © VAT' CONT. CONCRETE TIE BEAM W/ 405 CONT. REINFORCED • • l o 0 CORNERS 4 AT EA. BEND ELSEWHERE, BEND � . . � . . ®a 2#5 FROM EA. DIRECTION AROUND CORNERS MIN. ? 30" f 1/6" STUCCO SOFFIT W/ SCREENED VENT 1/2" DRYWALL ON P.T. 1 x 2 A A HOUSE OPENINGS SHALL BE COVERED W/ A CORROSION FURRING STRIPS 24" ON CENTER RESISTANT MESH WITH OPENINGS NOT TO EXCEED 1/8" A O O TYP. S.G.D., SEE FLOOR PLAN, DOOR SCHEDULE AND PAINTED STUCCO FINISH SEE EXTERIOR ELEVATIONS FOR DESIGN PRESSURES ,• ' ' Wzw O I� o a a 14 G4 �4� (TYP.) DRYWALL C, ~' 0 I I TOP OF CONC. 2"X4" BLOCKING — FIT t� TIGHT BETWEEN TRUSSES I I BEAM W( 2-10d TOE NAILS 0�0 I / 2"X4" C NT. HO . BRACING �A. END AND AT EACH AT 6'-0 o.c. W 2-16d NAILS coo °v X' BRAGtING @ EA. TRUSS, &® EA. END, M RESTRAINED © 20 MAX. W C4 M 9 .9 FOR FLOOR FINISH SEE F ISH SCHEDULE O •--+ T TRUSS 1 1/2" RECESS SLAB FOR S.G.D. TRACK „ M v- 4 REINFORCED CONCRETE AB w/6x6', 10/10 W.W.M. ON a � �oo CLEAN WELL COMPACTED FIL FREE OF ORGANIC MATTER � ' 1/2" 3" -1 4 3" (UPLIFT CAPACITY, [2—BOLTS, 1 EACH SIDE] 6,920 LBS.) H (UPLIFT CAP ITY, [4—BOLTS, 2 EACH SIDE] 13,500 LBS.) FINISH FLOOR 9 1 4 H f H 19/32 APA SHT G. N/8d NAILS 6 O.C. +0'-(d" _ (TYP) a ° a a , . ,. o � UN" 1/4- A36 STEEL (I y,nlFT- �7 s b D I IoS 3" X 13" STL. PLATE \� \� n Q. TWO PLC' TRUSS WOOD GIRDER TRUSS 3 16 H (2 X 4 TOP CHORD) \ \ \ \ \ \ \ \ \ \ \ C*f REFER TO ENGINEERING FOR CALCULATIONS ° M x PROVIDE VAPOR BARRIER 00 11 114" 0 FOR FOOTING SIZE ,4 REIFORCEMENT REFER ° • �'•- TO FOUNDATION PLAN �� N � / H r. 1 4 P 1 i a TOP OF CONC. I aoaoa0000 BEAM CUT ANY BOLT . ` � INTEFERENCE W/ . . DRYWALL r^ v1� ° I 5 1' 2— 4" DIAM. X 6-1/2" EXP. BOLTS m • .�. '_ � '� _ �, � oaoaoa000 w� N ° T.B. REFER TO T.B. HEDUL i i S v ' 2-1/8"X4"X24"(H) S L PLATE ATTACHED TO CONC. TIE BEAM WIT 3/4" DIA. X 6-1/2" 1 1/ 1/2" EXP. BOLTS EACH PLATE. UPLIFT CAPACITY TO DETERMINE NUMBER OF B S REQUIRED. 3" 4 3 4" 3" �"` 0 10 3/47 SECTION cn Gol b L A S" S P AkTIO Z IR DO? TRUSS ETAI `THREE PLY TRUSS -4 j of l _JA 11J2'-T-O'