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05-875-013ROOF NOTES 1.- TRUSS MANUFACTURER SKALL SUBMIT DRAWING' FOR AR I- 11TECT REVIEW PRIOR TO FABRICATION 2.- HATCHED AREAS DENOTE VOLUME CEILING 3.- G.T. DENOTES GERCM TRUSS BY MANUFACTI.X R 4.- TRUSS MANUFAGTURIER SHALL VERIFY ALL KNEE HEIGHTS 5.- REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS FOR ALL ROOF TRUSSES REQUIREED ?EN1PORpR1r AND 12541ANENT BRACING. GABLE END BRACING. DETAILS AND REQUIRED GRAVITY BRACING. ALSO REFER TO WND BRACING PLAN PREPAiMIED BY STRUCTURAL. ENGI R AS PART OF THIS SET OF DRAWINGS 6.- ALL BRACING TO BE 2304 HEM-FR OR EQUAL NAILJ:O TO EACH INTERSECTING TRUSS MEMBER WITH 2.16d NAILS MINIMUM 1.- PROVIDED METAL H14-1I AT 16' O.C. ATTACHED TO THE UWE32S M OF BOTTOM CHORD 8.- PROVIDE 2 #5 x Z•6 x 26 CORNER BARS AT EXTERIOR FACE OF CONCRETE BEAM 9.- ALL TRUSSES TO BE CONNECTED UNLESS 071 - ISE NOTED CONNISCTORESC.JEDULE MARK REG&XRED CONNECTOR (1) 5/8 "DIAM. THRU BOLTS FOR TWO PLY TRUSS. TYPI CAL. CONNECTOR UNLESS OTHERWISE NOTED STEEL PLATE S- 3/4 "x4 "xl /4" FY = 36 KSI NU- VUE1TWS9 SEAT AND STRAP N%WA 12 TYPE 1 VA H 10d NAILS AS FOLL.OV#'& (2) 3/4" DIAM. ANCHOR BOLTS x 35" EMBEDMENT 640d NAZIS TO SEAT AND 1040d NAILS TO TRUSS CONCRETE TIE BEAM EACH STRAP TOTAL CAP 213�ti FOR UPLIFT iN EXJXSS OF 2000# C UP TO 7,Z700 TO DETA1- A 10.- Gm; INDICATES GRAVITY LOAD 11: L6 INDICATES NET UPLIFT LOAD 12- LUMBER USED FOR..,OISTS. WAFTERS, COLUMNS. BEAMS, STUDS. AND /OR OTHER STRUCTURAL MEMBERS, SHALL. BE OF STRESS RATS OF 1230 PSI UNLESS OTHERWISE NOTED. No. 2 SOUTHERN PINE OR BETTER 12- SPECIAL INSPECTOR 1 FOR ERECTION OF TRUSSES OVER 35-0' O LATERAL VIEW O CONNECTOR A MAX. UPLIFT 1,600 Ib �. O (0- 3n• 0 • SCHEDULE DESCRIPTION ® (1) 5/8 "DIAM. THRU BOLTS FOR TWO PLY TRUSS. ® STEEL PLATE S- 3/4 "x4 "xl /4" FY = 36 KSI © STEEL ANGLE 3 "x3 "x1/211 W/ EXTEND LEG FY = 36 KSI (B ) (2) 3/4" DIAM. ANCHOR BOLTS x 35" EMBEDMENT O CONCRETE TIE BEAM ANC�40 i� GONNECTOF-, TYPE ,4 W 0 0D M EMC EG3S ALL STRUCTURAL WOOD MEMBERS TO BE SOUTHERN PINE WITH A MIN. COMMERCIAL GRADE OF # 2 DESIGN BENDING OF FLO.= 1200 P.S.I . ALL WOOD MEMBERS TO BE FREE OF AS, SPLITS, CHECKS , OR EXCESSIVE KNOTS. UNSATISFACTORY MATERIAL TO BE REPLACED AT NO COST TO THE OWNER ALL MEMBERS IN CONTACT WITH CONCRETE OR EXPOSED TO THE ELEMENTS, TO BE PRESSURE TREATED. VOTES: 4• gLAg DENOTES 4• CONCRETE SLAB VMS X S- W I AX W 1.4 W.WA AT MID-DSM 8' SLAB DENOTES• C 0N:RETB SLAB SEE STRUCTURAL SHT FOR REMFORCMENT WHERE NEW FOOTINGS ARE ATTACHED TO EXISTING FOOTINGS THE SURFACES OF THE EXISTINGS FOOTINGS TO RECEIVE NEW CONCRETE SHALL BE TOTALLY DOSED CLEANED AND MADE ROUGH BY CHIPPING TO ASSURE BOND. INSPECTION BY ENGINEER WILL BE NEEDED PRIOR TO POURING OF ( XNCRETE. PROVIDE DOWELS TO MATCH NEW FOOTING REBAR EMBEDDED IN V DEEP. EPDXY FILLED. DRILLED HOLES IN EXISTMG FOOTINGS. STUCCO FINISH WHEN APPLICABLE IMA IRMO_ NU -VUE NVHTA 12 W /10 -10d NAILS TO EACH STRAP & 6 -10d TO SEAT NOA #03- 0224.10 CAPACITY = 2,100 LB CONCRETE TIE BEAM SEE PLAN 8' CMU WALL WHEN APPLICABLE OTC t NOA I PROVIDE 1/2" EXTERIOR PL METAL LATH t STL UNDERSIDE OF COVERED£ Ff•�j TURN CORNER W12 05X30 "X30" G■ 2640" (EXTERNAL F CE) u= 38400 USE CONNECTOR I I G= 1320" U =1920" G■ 2640" U- 38400 11 A PRE FAB UJOOD TRUSSES a 24" O.G. (BY OTHERS) - - - - --- (SUBMIT SHOP DRAWNGS FOR APPROVAL IN SEPARATED PER'11T) ORNER W/2 05X30 "X30" NAL FACE) NOTE: SHOP DRAWING TO TRUSSES SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION BY THE TRUSS MANUFACTURE NOTE: r4LL SHOR DR,4WING REQUIRE ,4PPROV,4L IN THE CITY 4 TO BE REVIEWED UNDER SEFARATE PERMIT ROOF F PLAN &CALE: 1/4"=P-011 TURN COMER W/2 05X30 "X30" FMC 2001 HVZ DL 25 PSF ASCE 1 -98 I I (EXTERNAL FACE) j I I I I 146 MPH TURN C WND LOADS ZONES 1 510 MUILDING CATEGORY- -1 lib' }1 ") TB 2 118' -1 ") TB Z I I IMPORTANCE FACTOR "1" Kzt. ti (EXTE Kd ■ IJ00 GCpI- COFIeR DISTANCE "a" _ I I L -- --- 1 - - — — — — - - - - - -J I I �� n I I _ ii CIA TB 2 1 '4"9 I I �` "X" BRACING (SEE DE11411_) I / I I •�\� _._._._._ II / _. G- 2150 U ■ 4000 � II . BY u P — — — — — — — — — 11 — — •— • —• - -- — n — — — 1 -0124 6 Q — w ll 1 ------ --------- .J I 11 II / I L._._._._. ._._._ - 1 RIDGE I ____ —__ `' II 1 ww I I II N WD W/ �� III QU____ cOTO ° 11 I I r' -' -' -' _� LCONY N ► o ��Q ' = APA 5/8" EXT. GRADE SFIEATHINCs, NAILNGt 8d I — — — — — — — — - 1 � - — J 4 2x LATERAL BRACING e 6" O.C. ON INTEF41EDIATE SUPPORTS. USE 8d NAILS a 4" I I /1 /` AT r11AfllICAi_M O/11 hIT ACV � � ORNER W/2 05X30 "X30" NAL FACE) NOTE: SHOP DRAWING TO TRUSSES SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION BY THE TRUSS MANUFACTURE NOTE: r4LL SHOR DR,4WING REQUIRE ,4PPROV,4L IN THE CITY 4 TO BE REVIEWED UNDER SEFARATE PERMIT ROOF F PLAN &CALE: 1/4"=P-011 G= 2150 U ■ 4000 OTC MFG. BY USP NOA001- 0124 -06 • • - =w ,w 1° I • i r CV Q �i GNP DRAWN BY ,J ' Q � __ 0-115CKM BY .- L,!- -I,I WIND LOAD CRITERIA: FMC 2001 HVZ DL 25 PSF ASCE 1 -98 LL 30 PSF WIND VELOCITY- 146 MPH EXPOSURE CATEGORY- C WND LOADS ZONES 1 510 MUILDING CATEGORY- 2 WND LOADS ZONES 2 90.0 IMPORTANCE FACTOR "1" Kzt. Imo 1.00 D-L TO RESIST UP LIFTS ■ 10 PI Kd ■ IJ00 GCpI- COFIeR DISTANCE "a" _ G= 2150 U ■ 4000 OTC MFG. BY USP NOA001- 0124 -06 • • - =w ,w 1° I • i r CV Q �i GNP DRAWN BY ,J ' Q � __ 0-115CKM BY .- L,!- -I,I 14YEMED I�