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07-685-029ROOF TRUSS OR ROOF SEE I TYPE 1 4X1 4" PLATE Q 3x3x 1/4"----" WITH EXTENDED LEG N N JSS ANCHOR STRAP P MODEL HLPTA75 WITH -10d NAILS D 2 -1Od AT SEAT PLATE 'ONCRETE BEAM 5EE PLAN 8" CMU WALL WHEN APPICABLE ROOF TRUSS ANCHORAGE 4X1 /4" 10" PLATE 3/ 16" Q 3x3x 1/4" �F WITH EXTENDED LEG CONC. io BEAM GIRDER TRUSS 11 0 5/8" X 6" HILTI �_ 5/8" X 6" HILTI Ll El KWIK BOLT II KWIK BOLT II aA FIELD DETERMINE LENGTH BASED ON TRUSS GEOMETRY SECTION OF ELEVATION OF GIRDER TRUSS GIRDER TRUSS ANCHOR STRAP ANCHOR STRAP GIRDER ANCHOR TYPE 1 1.5" 5" 1 -5" Bx16x1 /2" EMBEDED PLATE WITH 6- 3/4" x 5" WELDED STUD ANCHORS 2„ EXIST. BEAM in TS10x4x3 /8" 1/4" NEW JOIST NEW BEAM NEW COLUMN EXTEND TO TOP OF JOIST CONNECTION TS 10x4x3/8" TO CONCRETE COLUMN PROVIDE 1 8" PANEL EDGES 4' x 8' COX PLYWOOD SHEATHING MIK MAX. SPAN 24 , 19%32" THICK WOOD FASCIA SEE ARCH-L. W/ 2 -16d NAILS ® EACH TRUSS 1/16" SPACE AT PANEL ENDS Mubb bu 2x12 R001 2- i 2X STRAP 10d NAILS WOOD STUD WALL ELEVATION OF JOIST OR TRUSS ANCHORAGE TO WOOD STUD WALL TYPE 2 ROOF TRUSS ANCHORAGE WOOD GIRDER TRUSS SEE PLAN PROVIDE 2x6 BOTTOM CHORD CONC. BM. SEE PLAN 2- a 4X3 X 3/16 "X 12" WITH 2 - 3/4" THRU BOLTS & 1- 5/8" X 6" A.B. EACH ANGLE SECTION OF GIRDER TRUSS ANCHOR STRAP GIRDER ANCHOR TYPE 2 3/4" x 8" A.B. ® 16" EMBED 4" INTO EXISTING WALL TIE BEAM EXISTI N BEAM EXISTING W INV ILL N RB1 'IE BEAM RB1 0 SECTION: CONNECTION NEW WALL TO EXISTING SCALE: 3/4" = 1 ' -0" PLYWOOD NAILING PLAN PREFABRICATED WOOD TRUSSES 24 ON CENTER SEE ROOF PLAN LATERAL BRACING SEE DETAIL 8d NAILS AT 6 "o.c. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4 "o.c. ® GABLE ENDS FIRST 48" BACK 6" WEDGE NAILED TO TRUSS 2x4 CONTINUOUS BRACE AT W/ (2) 8D TOE NAILS OR BEVEL B BOTTOM CHORD LAP 2' MIN. CUT BOTTOM CHORD OF FILLER CONNECT TO TRUSS WITH NEW 5/8" PLYWOOD TRUSSES. 2— 16d NAILS WITH �� 8d NAILS /-FILLER TRUSSES 0 24" O.C. a B n_C T!P oV roi icc ►IAAII IE'Af% -n l0C0 ROOF FRAMING PLAN SCALE 3/1 G" = 1' -0" NOTE TOP ELEVATION OF EXISTING SHEATHING SHALL MATCH TOP ELEVATION OF NEW SHEATHING FIELD COORDINATE TOP ELEVATION OF NEW BEAM AS REQUIRED TO DEVELOPE A FLUSH SHEATHING CONNECTION 2 # 5 X 6' ADD'L CORNER BARS -� 4 13 STIRRUPS 0 12" O.C. BALANCE 13 0 48" O.C. (U.O.N.) WALL TIE BEAM SEE PLAN CORNER REINFORCING CONCRETE BEAM SCHEDULE MARK SIZE ELEV. REINFORCING STIRRUPS B" X H" BOT TOP R2 RB1 8 X 12 8' -9" 2 # 5 2 5 # 3® 48 R132 8 X 12 8' -4" 2# 5 1 2# 5 # 3 0 48 NOTES: 1. FIELD VERIFY BEAM DEPTH WITH DOOR do WINDOW GEOMETRY 2. VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS Ru -0.9 K TYPE 1 GRDER WITH A TAL LOAD OF ROM SHEATHING REACTIONS MARK GRAVITY LOAD WIND UPLIFT CONNECTION DEVICE R1 2.4 K 2.0 K TYPE 1 R2 2 .0 K HORIZONTAL FROM SHEATHING TYPE 2 m^ G) In O L.L LJI— Q Q x� w� BUILDING ROOF WIND PRESSURES ASCE7 -02 146 mph. EXPOSURE "C" CATEGORY 2 Kd= 1 IMPORTANCE FACTOR 1 ZONE. PRESSURE NET UPLIFT ZONE 1 45 PSF 37 PSF ZONE 2 64 PSF 57 PSF ROOF D.L. 25 psf LL 30 psf 0 ROB T KOGER AIA Arc ' - ,ct: AR- 0005174 f ' SI Dat© �_y*� a fir•` 1 - - -- = N Co _ u m^ G) In O L.L LJI— Q Q x� w� UU ez gym, �— On DLO N o N > N L Qo I— (f) oN m n N O� ma �Q� !�Q �� �:�O Q oNo Q >� u- zRo oQ�� �= N C) Q (\ Q � N Q Q 0 U-i o� W o m LLJ 40- Z O LLJ R cn W W Ln CZ Q N Cf ) N z N O_ Cn o O w 4 o S H E ET 5 2 8 OF 13 �_y*� a fir•` 1