Laserfiche WebLink
ROOF PLAN NOTES <br />® SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR <br />GROUND AND ROOF SNOW LOADS. <br />® FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR <br />SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE <br />DESIGNED AND ENGINEERED BY LICENSED TRUSS <br />ENGINEER. RAFTER FRAMING PER PLAN. <br />® TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE <br />TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. <br />® SHADED AREAS INDICATE OVER -FRAMING. <br />• LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER <br />GENERAL CONTRACTOR. <br />® INSTALLATION OF ALL ROOFING AND WALL FLASHING <br />SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE <br />WITH CURRENT CODES. <br />® PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS <br />SPECIFIED IN DETAILS. <br />• SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR <br />TO VERIFY ACTUAL ROUGH OPENING SIZE PER <br />MANUFACTURER SPECIFICATIONS. <br />® PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. <br />® PROVIDE MIN. 22"00" ATTIC ACCESS WITH APPROVED <br />WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF <br />CLOSING MECHANISM MUST BE INCORPORATED. <br />• 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL <br />GABLE ENDS) <br />® ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST <br />AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE <br />TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB <br />CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE <br />42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED <br />ATTIC WITH LIMITED STORAGE. <br />® ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE <br />DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING <br />ROOMS. <br />ATTIC VENTILATION (R806.1 & 806.2) <br />PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF <br />ATTIC AREA. <br />EXCEPTION: <br />PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF <br />ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50% <br />OF THE REQUIRED VENTILATION AREA IS PROVIDED BY <br />VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC <br />OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT <br />MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE <br />SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE <br />REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. <br />WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS <br />CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, <br />INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR <br />HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. <br />UPPER ROOF VENT CALCULATIONS <br />ROOF AREA <br />1875 SQ FT <br />REQUIRED ROOF VENTILATION <br />AREA/ 300 <br />6.25 SQ FT <br />40-50% IN UPPER & LOWER ROOF <br />ROOF VENT AREA / 2 <br />3.13 SQ FT <br />VENT BLOCKS IN EAVES <br />BLOCKS ®AREA! 0.074 <br />43 <br />ROOF VENTS IN UPPER 40-50 % <br />OPTION 1: <br />AF50 ROOF JACK = AREA / 0.333 <br />10 <br />OPTION 2: (ridge vent) <br />CORAVENT V300 = AREA/ 0,094 <br />33.2 FEET <br />(D ------ <br />POST, CAP & EASE SCHEDULE <br />SYM. <br />POST <br />CAP <br />BASE <br />NOTES: <br />P-01 <br />(1) 2x_ STUD w/ (1) TRIMMER <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER <br />P-02 <br />2x_ STUD w/ (2) TRIMMERS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER <br />p-03 <br />(2) 2x_ STUDS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. <br />P-04 <br />(2) 2x_ TRIMMERS <br />(4) 16d NAIL (HEADER) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. <br />P-05 <br />4x4 DF#2 <br />* SIMPSON PC44 <br />SIMPSON A-35 <br />* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. <br />P-06 <br />(4) 2x_ STUDS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. <br />p-07 <br />2x_ STUD w/ (3) TRIMMERS <br />(4) 16d NAIL (DBL. TOP PLATE) <br />(4) 16d NAIL (TOE PLATE) <br />16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER <br />P-06 <br />4x4 PT HF#2 <br />ECC44 <br />ABU44Z w/ 5/" x6" TITEN HD <br />P-09 <br />44 PT HF#2 <br />(2) ACE4 <br />ABU44Z w/ 5/" x6" TITEN HD <br />P-10 <br />46 DF#2 <br />* SIMPSON PC44 <br />(2) A35 <br />* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. <br />NOTE: <br />SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE <br />BEAM SCHEDULE <br />SYM. <br />BEAM <br />BM-01 <br />4x8 DF#2 OR BETTER <br />BM-02 <br />4x10 DF#2 OR BETTER <br />BM-03 <br />3.5"x10.5" GLULAM <br />BM-04 <br />3.5"x12" GLULAM <br />BM-05 <br />5.5"x12" GLULAM <br />BM-06 <br />HGUS5.50/10 <br />;iCALE:4. = i <br />PURPOSESFOR SCHEMATIC ONLY. <br />REFER T# TRUSS FRAWPO"Ptl <br />AND PREPARED BY A LICENSED TRUSS ENGINEER. <br />j N._. .. SCHEDULE <br />SYM. <br />HANGER <br />H-01 <br />®- TOP BEARING TRUSS (NO HANGER <br />H-02 <br />JB210 <br />H-03 <br />HUC48 MAX NAILS <br />H-04 <br />HUCQ410-SDS <br />NOTE: <br />HANGERS NOT CALLED OUT IN ROOF <br />PLAN SHALL BE PROVIDED BY TRUSS <br />ENGINEER <br />1 <br />A7 <br />ALL ROOF <br />NOTE I <br />FRAMING-S TO - <br />MANUFACTURED <br />TRUSSES <br />NO CALLOUTS <br />�I <br />SHALL BE <br />HEADER: B <br />TRUSSES <br />--- TRUSSES (TOP CHORD) <br />.............. OVER FRAMING <br />GIRDER TRUSS <br />WALLS UNDER <br />HEADERS & BEAMS <br />ROOF LINES <br />LOWER ROOF LINES <br />ORIGINAL ON FILE AT <br />ROSS ENGINEERING DESIGN <br />e <br />N <br />co <br />co <br />O <br />U <br />W � N <br />U <br />J v <br />m <br />(p p C <br />c0 N <br />co <br />De o <br />uj m <br />0 <br />IL <br />uj <br />PAZ <br />r �' :+ N <br />,, 1 <br />� <br />01 <br />U <br />z pN" 'U o c c o m E <br />[V5 m <br />O O O G� N O CoO O a R <br />N IL > c— <br />}h o-o °-� o c c� cci :cUa N ow <br />aR m m o—a o-c N 2 <br />�-' z Q L t6 f6 N 28 <br />y L N U C Ems/+ <br />Lu"N U N N 'J ? L N p cc <br />0 W W 0 0 0 0 3` o s O� C c O U <br />U J O O U N :... O N— O ._ Q w U y <br />W= Q >a ✓� Y N Q N 3 -O 2 <br />SG '00 N O V- L IU > F E N <br />J Q O F O <br />ui <br />co <br />01 <br />Ilk <br />Lu <br />I <br />i <br />Lij <br />Lu <br />C4 <br />PROJECT NO. 200202 <br />DESIGNED BY T L <br />DRAWN BY TL & RIB <br />CHECKED BY RR <br />SHEET: <br />'7f4Tir?Ii�.TIYIIya[i 1I37�►TIl <br />