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GUTHERMA14 STRUCTURAL INC.I <br />264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />P:407.7oi.o875 LIC.#28863 <br />:�11 r I I! I i'� I <br />L4 <br />F <br />�.: 01111111-0111- M", <br />SCALE: 3/32" = 11-13" <br />01jutherman <br />STRUCTURAL <br />SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS <br />SHEET DUE TO THE CHANGE TO A WOOD FRAME <br />STRUCTURE AND ENCLOSING THE CORRIDORS. <br />1 <br />ROOF FRAMING PLAN NOTES: <br />1. TOP OF WOOD STUD WALL/ ROOF TRUSS BEARING, ELEVATION = 37'-6f4", <br />UNLESS NOTED OTHERWISE. <br />2. C — � � INDICATES WOOD STUD WALLS BELOW. SEE FRAMING PLANS FOR <br />DDI ATIONAL INFORMATION. <br />3. INDICATES STAIR TOWER 2 WOOD FRAMING ABOVE ROOF LINE. <br />PROVIDE 2x6 STUDS AT 16" O.C. <br />4. INDICATES 8" (NOMINAL) MASONRY WALLS. PROVIDE A BOND BEAM <br />CONSISTING OF A SINGLE KNOCK —OUT COURSE (8x8) AT TOP OF WALL. <br />REINFORCE BOND BEAM WITH (1) #5 CONTINUOUS EACH COURSE AND GROUT <br />SOLID. <br />5. L—# INDICATES PRECAST MASONRY LINTEL. SEE SCHEDULE ON SHEET S3.01. <br />6. H—# INDICATES A WOOD HEADER/BEAM. PROVIDE A WOOD HEADER OVER ALL <br />OPENINGS. SEE SCHEDULE ON SHEET S3.00. <br />7. INDICATES SPAN DIRECTION AND EXTEND OF PRE—ENGINEERED <br />AND PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A <br />MAXIMUM OF 2'-0" O.C. SEE PLAN FOR ROOF LINES AND ROOF PITCHES. SEE <br />ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES, FLAT CHORD AREAS, PITCHED <br />ROOF AREAS AND PARAPET WALL HEIGHTS. WOOD ROOF TRUSSES SHALL HAVE <br />PARAPET WALLS BUILT INTO THE TRUSS. INSTALL ROOF TRUSSES PER <br />APPROVED TRUSS SHOP DRAWINGS. <br />— INDICATES SPECIFIC PLACEMENT OF TRUSS, E.G. OVER SHEAR <br />WALLS. <br />8. SHADED WALLS INDICATE SHEAR WALLS BELOW. AT TRUSSES THAT RUN <br />PARALLEL WITH SHEAR WALLS LOCATE TRUSS BOTTOM CHORD OVER DOUBLE <br />TOP PLATE OF SHEAR WALL. TRUSS SHALL BE DESIGNED WITH VERTICALS AT <br />16" O.C. FOR SHEAR WALL SHEATHING ATTACHMENT. <br />AT TRUSSES THAT RUN PERPENDICULAR TO SHEARWALLS. PROVIDE SOLID 2x <br />BLOCKING AT TOP AND BOTTOM CHORDS OF TRUSS. PROVIDE SHEAR WALL <br />SHEATHING IN TRUSS SPACE. SHEATHING TO MATCH SHEATHING OF SHEAR <br />WALL BELOW. <br />9. "GT" INDICATES ROOF GIRDER TRUSS WITH SPECIAL LOADING CONDITIONS. <br />TRUSS MANUFACTURER'S ENGINEER TO PROVIDE DESIGN. <br />WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND <br />2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID <br />BLOCKING IN TRUSS SPACE <br />10. CONNECT TRUSSES TO TOP OF STUD WALLS WITH SIMPSON H1OA TIE EACH <br />END. CONNECT GIRDER TRUSSES (OVER 13'-0") WITH TWO (2) SIMPSON HTS20 <br />STRAPS EACH END. <br />11. PROVIDE 2x8 RAFTERS AT 1'-4" O.C. OVER STAIR TOWERS AND ELEVATOR <br />TOWERS. PROVIDE A SIMPSON HU28 EACH END OF RAFTER TO MASONRY <br />WALL, PROVIDE A SIMPSON H3 EACH END OF RAFTER TO TOP OF STAIR <br />TOWER WALLS. <br />1 <br />s. <br />INTERIOR DESIGN, <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407:830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />D.U` N IL F I C I A L <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 <br />REM <br />Zephyrhills, FL <br />09109/2015 <br />William Thomas Domanski, P.E. <br />FL. REG. #70543 <br />"' <br />REVISIONS:A SHEET <br />EDITED <br />BY: JG <br />PROJECT NO. 14-2984 <br />ROOF FRAMING PLAN <br />