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FULL HEIGHT JAMB <br />STUDS, SIZE TO MATCH <br />WALL CALL -OUT. AT <br />EXTERIOR DOORS <br />PROVIDE (2) STUDS (2) ROWS OF #TO TEK <br />BACK TO BACK & (1) i SCREWS AT 12" O.C., <br />TRACK EACH SIDE STUD TO STUD CONN. <br />+ TYPICAL <br />CRIPPLE STUDS SPACE <br />AS NOTED IN GENERAL <br />+ <br />I NOTES <br />w 6" LONG SECTION OF + <br />(1)#10 TEK SCREW <br />STUD <br />TYP. EACH FLANGE <br />ATTACHED TO JAMB <br />I I <br />w/(4)#10-16 SCREWS. + <br />'+ <br />TRACK SIZE AND <br />+ <br />GAUGE MATCH <br />CALL -OUT FOR WALL. <br />+ <br />CAP OPENING SIDE OF <br />* <br />+ <br />JAMB <br />+ (2) ROWS OF #10 TEK <br />w/16 ga. TRACK + <br />+ <br />SCREWS AT 12" O.C., <br />ATTACHED <br />TRACK TO TRACK <br />w/(1)#10-16 SCREW <br />+ CONN. TYPICAL <br />0 16"o.c. IN EACH <br />+ <br />I <br />LEG. <br />I + <br />+ <br />+ <br />TRACK W/ NESTED STUD <br />(' I + METAL TRACK AT <br />AT HEADER BEARING <br />+ TOP AND BOTTOM <br />+ <br />CONNECTION. <br />+ <br />+ OF HEADER JOISTS <br />+ <br />" <br />#10 TEK SCREWS <br />#10 TEK SCREWS <br />0 8"O.C., TYP. <br />® 8-O.C., TYP. <br />(2) UNPUNCHED JOISTS <br />PLACED VERTICAL <br />MEMBER SIZES SHALL <br />BE AS NOTED <br />TYPICAL LIGHT GAUGE METAL HEADER DETAIL <br />PREFABRICATED ROOF <br />TRUSSES AT 24 O.C. <br />MAX., SEE PLAN <br />PLYWOOD ROOF SHEATHING <br />(SEE PLAN) <br />WOOD BEAM, SEE PLAN <br />SIMPSON H3 ANCHOR EA. <br />END OF TRUSS -------\ <br />ROOF SHEATHING, <br />SEE GEN NOTES ---' <br />L6x3Y2x9(6 x 3" ANGLE <br />W/(2) )�70 A307 GALV. <br />LAG SCREWS AT BEAM <br />II HSS4x3xX6 (LLV) <br />N MEMBER <br />HSS3x3x)f6 BRACKET <br />Y" CAP PLATE, TYPICAL <br />CV� <br />ROOF SHEATHING, <br />SEE GEN NOTES <br />(2) Y2"0 TYPE 304 SS <br />STUDS WELDED TO STEEL <br />BRACKET <br />(V \L—P7 <br />WOOD BEAM, SEE PLAN `O <br />A5 <br />RODS (GALV.).ALEP XYEAD <br />......... RODS 4}!" INTO GROUT <br />FILLED CELLS <br />TYP: <br />2'-6" <br />ALL EXPOSED STEEL SHALL <br />BE PRIMED AND PAINTED <br />SECTION 6 <br />3/4" = 1'-0" 54.01 <br />WHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST, <br />EXTEND CHANNEL INTO PUNCH -OUT. <br />USE 2"x2"x16 GAUGE CLIP ANGLE <br />1-1/4" LESS THAN STUD WIDTH. <br />ATTACH USING (4)#10-16 SCREWS. <br />x x + _'-- 1-1 /2"x16 GA (150U50-54) <br />COLD ROLLED CHANNEL. <br />AT 4'-0" O.C. MAX. <br />VERTICALLY <br />2"x2"xl6 GAUGE <br />CLIP ANGLE 1/4" LESS <br />THAN STUD WIDTH. <br />ATTACH USING (4)#10-16 <br />SCREWS. CLIP ANGLE TO <br />BE PLACED AT EACH STUD. <br />TYP. LATERAL BRACING SPLICE USE: <br />(1)12" LONG CRC INVERTED OVER <br />CENTER OF SPLICE w/(3)#10-16 <br />SCREWS ON EACH, SIDE OF SPLICE. <br />WALL STUD <br />TYPICAL LIGHT GAUGE METAL <br />WALL BRACING,Z BRIDGING DETAIL <br />SEE ARCHITECTURAL <br />ELEVATIONS FOR LOCATION <br />OF BRACKET AND ROOF <br />OVER WINDOWS. <br />CONT. P.T. 2x6 LEDGER W/ )is" x 3Ya" <br />TAPCONS AT 8' O.C., STAGGERED-\ <br />SIMPSON SS U24 HANGER <br />2x6 RAFTERS AT 16" O.C. <br />P.T. SP1 4x8 WOOD BEAM <br />SIMPSON SS H3 ANCHOR <br />PLYWOOD ROOF SHEATHING <br />(SEE PLAN) <br />X6 — <br />Y4" CAP PLATE, <br />TYPICAL - <br />cV <br />L6x3Y2x%i6 x 3" ANGLE <br />W/(2) )CO A307 GALV. <br />THRU-BOLTS AT BEAM ZZ <br />HSS40016 (LLV) <br />MEMBER <br />HSS3x30 6 BRACKET <br />MEMBERS. TYP. <br />TYP <br />N <br />2'-5" <br />SEE SECTION 1 /S4.01 FOR <br />ADDITIONAL INFORMATION <br />ALL EXPOSED STEEL SHALL <br />BE PRIMED AND PAINTED <br />SECTION 7 <br />3/4" = .1'-0„ �_o <br />ADD'L #5 VERTICAL <br />W-BEAM (SEE PLAN) <br />BLOCK -OUT MASONRY & POUR <br />SOLID W/CONCRETE AT EMBED IN <br />MASONRY WALL. ADD #5 HORIZ. AT <br />8" O.C. IN CONCRETE BLOCK OUT <br />1 /4" <br />CMU WALL (SEE PLAN <br />& SCHEDULE) <br />TYPICAL CONCRETE BLOCK OUT <br />FOR STEEL BEAM EMBED DETAIL <br />(3) -"4+ A36 ALL -THREAD <br />RODS (GALV.). EPDXY <br />RODS 02" INTO GROUT <br />FILLED CELLS <br />#4 DOWELS WITH <br />HOOK 0 18"O. C. <br />EMBED DOWELS 5" <br />16" 6" INTO BEAM W/ <br />RAMSET "EPCON" <br />EPDXY OR APPROVED <br />EQUAL <br />CONNECTION BY <br />STAIR ENGINEER <br />Y" PLYWOOD P.T. 2x6 PLATE 2x4 BLOCKING <br />SHEATHING W/ 8d WA )WO x TOP W/(2) <br />1-0d NAILS AT NAILS AT 4" O.C. AT 3,Y" TAPCONS 16d EA. END <br />4" O.C. ALL SUPPORTS TO TOP OF WALL- <br />NEW ROOFSHEATHING, <br />SEE GENERAL NOTES <br />GUTHERMANSTRUCTURALINC. <br />264 BUTTERCUP CIRCLE <br />ALTAMONTE SPRINGS FL 32714 <br />P:4o7.7ot.o875 LIC.#z8863 <br />010herman <br />STRUCTURAL <br />WE <br />WJ <br />♦. O� Off' '►O��►s �►�®0�,, �� �► �, ►► <br />�, <br />ff <br />>� <br />NILs <br />TYPICAL PLYWOOD BRACING DETAIL <br />#4 DOWELS WITH <br />HOOK ® 18"O.C.. <br />EMBED DOWELS 5 <br />INTO BEAM W/ <br />RAMSET "EPCON" <br />EPDXY OR APPROVED X <br />EQUAL <br />#4 x 1'-8" W/ STD HOOK <br />0 3'-4"c/c (1 PER PLANK <br />JOINT) <br />0 0­0 <br />10" HOLLOW -CORE <br />10" HOLLOW -CORE 3" BRIG. MIN. PLANK <br />PLANK <br />h%7%7" EMBED PLATE W/(4) )CO x 5" <br />1" MIN. HEADED STUDS. SPACE AT 4'-0" D.C. <br />AND AT END OF ANGLE. PROVIDE <br />EACH SIDE OF WALL. LOCATE EMBEDS <br />CONT. L4x4x% LEDGER SO AS NOT TO CONFLICT EACH OTHER: <br />ANGLE EACH SIDE OF <br />WALL, AS REQ'D 8x2OY2"x CONT. CONCRETE TIE <br />BEAM W/(2) #5 TOP AND <br />8" REINF. CMU WALL, SEE PLAN BOTTOM AND #3 STIRRUPS AT <br />18" O.C. <br />SECTfON r5_'� <br />3/4" = 1'-0" �-o <br />#4 x 1'-8" W/ STD HOOK <br />0 2'-0"c/c <br />SEE ARCHITECTURAL <br />DRAWINGS FOR 2" TOPPING <br />TRANSITION <br />CONT. #4 <br />00fl nn000noo <br />H C PLANK <br />CONT. #5 SEE PLAN <br />8" or 6" HOLLOW <br />CORE PLANK', 10" HOLLOW -CORE PLANK <br />� SEE PLAN <br />MASONRY LINTEL, #4 x 1'-8" W/ STD HOOK <br />SEE PLAN 0 3'-4"c/c (1 PER PLANK <br />CONTINUOUS 8x8 JOINT) <br />KNOCK -OUT BLOCK BOND MASONRY LINTEL, <br />BEAM W/(2) #5 CONT. SEE PLAN <br />VERT. WALL <br />REINFORCING <br />CUT OPEN 1ST VOID ONLY <br />TO PLACE #4 BAR 0 5'-0" <br />O.C. AND GROUT IN VOID <br />AND ADJACENT EDGE POUR <br />(2) #5 CONT. AS SHOWN. <br />ADDITIONAL WWF 2" TOPPING <br />x 4 —0 x CONT. <br />OVER BEAM 10" HOLLOW —CORE PLANK <br />OL SEE PLAN <br />T.A. HC SLAB <br />#4 x 2'-8" W/ STD HOOK <br />0 EACH PLANK JOINT 1" MIN. <br />DBL ANGLE SUPPORT, <br />3" BRG. MIN. SEE PLAN <br />SECTION r9_'\� <br />3/4" = 1'-0" 1,54.01 <br />\--PROVIDE PRECAST MASONRY LINTEL <br />WITH 2" RECESS AS REQUIRED <br />SECTION ri & <br />= 1'-0" t 1 <br />#4 x 1'-8" W/ STD 2" TOPPING <br />HOOK 0 2'-0"c/c <br />10 HOLLOW -CORE PLANK <br />CONT. #4 <br />SEE PLAN <br />T.O. HC SLAB <br />CONT. #5 <br />\_#4 BAR BENT BAR <br />0 18" O.C. <br />10" <br />81, 6" <br />SECTION 11 <br />3/4" = 1,-0" 54.01 <br />I� <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANING I ARCFI11'rECTURE I KrBWR 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 />BENEFICIAL <br />COMMUNITIES <br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 <br />Summerset <br />Apartments <br />Zephyrhills, FL <br />0 SHEET REVISIONS: <br />EDITED BY: JG <br />v PROJECT NO. 14-2984 <br />i <br />SECTIONS AND <br />i <br />DETAILS <br />i <br />S4.01 <br />i <br />