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0°11GNUTIT IH I <br />.OPE <br />:R ARCH <br />8 ROOF JOIST <br />16"OC <br />THS DOCUMudT AND THE NFORMATOR <br />HERE N RELAT GIG TO THE PROJECT ARE <br />AN NSTRUMIENT OF SERVCE AND THE <br />COPYRGHTED PROPERTY OF BOTESCH. <br />NASH AND HALL ARCHTECTS. PS. NO <br />PART HEREOF SHALL BE COPED. <br />DUPLCATEO. DSTRBUTED. DSCLOSED <br />OR \4ADE AVALABLE TO OTHERS OR <br />USED TO ANY EXTENT RIHATSOEVER- <br />EXCEPT AS EXPRESSLY" AUTHOR7ED N <br />',',RTPIC BY BOTESCH, NASH AND HALL <br />ApCHT:CTS, O.S. <br />W <br />F- <br />Q <br />co <br />M <br />0 <br />CD <br />Ill <br />z <br />-J <br />-J <br />-J <br />0 <br />Q <br />Q <br />Q <br />CD <br />m <br />m <br />m <br />77) <br />77)7) <br />LL' <br />Lu <br />C/) <br />0 <br />M <br />o <br />Lu <br />Lu <br />Lu <br />m <br />m <br />m <br />m <br />m <br />m <br />W <br />Lu <br />Lu <br />m <br />m <br />m <br />m <br />E� <br />v� <br />3� <br />Y. <br />r 'a <br />B a <br />m v <br />3 <br />n-E <br />L -- <br />N _ <br />Q N <br />® C o O <br />O q <br />° o <br />O <br />a E <br />u <br />cD <br />cD 't <br />Eca <br />N J �aQ <br />Qn <br />cn <br />O ✓ o <br />O 's <br />f N ® <br />c� w <br />0 <br />STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.0, S1.1 AND S1.2. <br />2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ALL EXISTING DIMENSIONS <br />SHALL BE FIELD VERIFIED. <br />3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER <br />DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. <br />4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING <br />WITH 0.131"DIAx2 1/2" NAILS @ 6"OC AT PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE <br />GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/81, SPACE <br />BETWEEN PANEL ENDS AND EDGES. <br />5. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, TRUSSES TYPICAL. <br />6. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: <br />® ROOF SYSTEM TO BE BIDDER DESIGNED. ROOF PLAN SHOWN IS A SUGGESTED LAYOUT. CHANGES MUST <br />BE SUBMITTED TO THE ENGINEER -OF -RECORD THRU THE ARCHITECT WITH BEARING POINTS AND <br />REACTIONS TO STRUCTURE. <br />® TRUSS LAYOUT SHOWN IS APPROXIMATE, TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT <br />AND CONFIGURATION. NOTIFY ENGINEER OF REVISIONS TO PLAN. <br />® STANDARD DEAD AND LIVE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. <br />® ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. <br />CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT CONDITIONS OF ALL <br />MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING <br />REQUIREMENTS AREAS DESIGNATED ON PLANS. <br />® PROVIDE SIMPSON H1 OR H2.5A HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS, TYPICAL. <br />® TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER. <br />® TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO <br />GRAIN f'c = 625 PSI. <br />7. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER <br />FOUNDATION PLAN. <br />SCALE: 1/8" = 1'-0" <br />IT- <br />00 <br />ui <br />w <br />JCE; Nun-,B EH <br />18011-0034 <br />DATE 07/11 /13 <br />DHnwGI BY <br />EC <br />CHECKED BY <br />G <br />SHEET TITLE <br />STRUCTURAL <br />ROOF FLAN <br />SHEET NUMBER <br />arm09m <br />co <br />0 <br />N <br />n <br />