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+ L - 1 -- 1' T111m'�+ <br />Cn <br />AT TOP OF <br />MASONRY WALL <br />PROVIDE A PT - x <br />6 PLATE. ATTACH <br />PLATE TO TOP OF <br />WALL W/ Ya"x 2Y" <br />TAPCONS AT 16"O.C. <br />STAGGERED <br />NOTE 4 <br />T.O. MAS. WALL <br />EL.=5d —0 <br />no] I <br />H5 <br />NOTE 3 <br />NOTE 11 <br />EL.=49 <br />TE 3 <br />STAIR TOWER W2 HIGH ROOF FRAMING <br />SCALE: )16" = 1'-0" <br />BUILDING I - ROOF FRAMING PLAN <br />SCALE: 3/32" = V-0" <br />N <br />LINTEL OVER <br />VENT, TYPICAL <br />NOTE 4 <br />TYPICAL HIGH ROOF FRAMING AT ELEVATOR <br />SCALE: Xj6" = 1'-0" <br />15 <br />S4.o2 <br />GUTHERMAN STRUCTURAL INC. <br />264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />P:4o7.7oi.o875 LIC.#28863 <br />Merman <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'-6-", <br />UNLESS NOTED OTHERWISE. <br />2. E _ _ � INDICATES WOOD STUD WALLS BELOW. SEE FRAMING PLANS FOR <br />ADDITIONAL 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 SHEAR WALLS. 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 H10A 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 />E KEY PLAN <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECT IJRE I INITERIGR DESIGN <br />745 orients 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 />one Dan <br />oo° BUD <br />o � <br />ao <br />BENEFICIAL <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 <br />Zephyrhills, FL <br />09/09/2015 <br />(� i•, AS <br />0.70843� , <br />OF ; 4'o A A e 44� <br />!f! I tlp1Al 1 \\\��,� <br />William Thomas Domanski, P.E. <br />FL. REG. #76843 <br />SET DISTRIBUTIONS: <br />0 SHEET REVISIONS: <br />EDITED BY: JG <br />PROJECT NO. 14-2984 <br />BUILDING I <br />ROOF FRAMING PLAN <br />S4.51 <br />