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COMPRESSION WEB — SLOPING OR VERT CONT LATERAL BRACE CEILING CONT. LATERAL BRACING AS REQD DIAG BRACING NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT - AT 20' O.C. CONT LATERAL BRACING LOCATED ON OR NEAR PANEL POINT SEE NOTE 2 BELOW. DIAGONALS FORM V--- BOTTOM CHORD BRACED BAY 0 20 FT OF TRUSSES INTERVALS; REPEAT 0 (TYP) BOTH ENDS 1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. OR IF NO CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL BE MIN. 2 x 4 0 36" O.C. NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45' TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 3. TOP CHORD BRACING a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED. • b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. WOOD TRUSS BRACING DETAIL ADD'L #5 VERTICAL W—BEAM (SEE PLAN) BLOCK —OUT MASONRY & POUR SOLID W/CONCRETE AT EMBED IN MASONRY WALL. ADD #5 HORIZ. AT 8" O.C. IN CONCRETE BLOCK OUT 1 /4'° CMU WALL (SEE PLAN & SCHEDULE) n 14" PI Ywnnn D T I -A DI A= I -A DI ArIVIAIrl •.....r ni it Ar "L n nrr r LMNI fV7V Itiv IL.] OLL f Lnll 0 A A: FOR PLYWOOD SHEAR 16d NAILS ® 6" O.C. WALL: (2) LAYER OF 1/2" 16d NAILS ® 6" INTO RIBBON BLOCK C—DX PLYWOOD W/BASE PLY O.C. TYPICAL CONT 2x4 FACE NAILED NAILED TO TRUSS AND TO EACH TRUSS w/(2) BLOCKING W/10d NAILS AT 6" SEE NOTE B 16d NAILS O.C. AND FACE PLY NAILED W/10d NAILS AT 6" O.C. I I B: PROVIDE SHEAR WALL SHEATHING AS NOTED ON EACH SIDE OF EXPOSED — — — — FACE OF SHEAR WALLS BELOW. FASTEN TO BLOCKING AND FLOOR CONT 2x10 2x4 BLOCKING BETWEEN TRUSSES AS NOTED IN TRUSSES W/(4) 16d SHEAR WALL SCHEDULE FOR SEE TYPICAL STUD NAILS FACE NAILED EA. SHEAR WALLS BELOW. IF BEARING WALL BOTH PLYWOOD AND GYPSUM ELEVATION FOR STUD SHEAR WALL SHEATHING IS STRAPPING NOTED PLACE, PLYWOOD A SHEATHING FIRST. (2) LAYERS OF 5/8" GYPSUM WALL BOARD w/ BASE PLY NAILED TO TRUSS AND BLOCKING w/ 6d COOLER NAILS AT 9" O.C. AND FACE PLY NAILED w/8d COOLER NAILS AT 4" O.C. SECTION 3/4" = 1'-0" 16d NAILS �0 6" O.C. ELEVATION A —A K4-N� S 4.01 FASTEN SHEATHING ALONG LEDGER W/ 8d RING SHANK (or 10d) NAILS AT 4" O.C. CONT. 2x6 LEDGER W/(2) No.9x5" WOOD SCREWS AT 16" O.C. FLOOR SHEATHING, SEE GENERAL NOTES-7 EXTEND SHEAR WALL SHEATHING TO DECK CORRIDOR 16d NAILS FLOOR TRUSS, 16d NAILS AT 8" 0 6" O.C. SEE PLAN O.C. TYPICAL co PRE—ENGINEERED LADDER TRUSSES OR 2x10 PLATE W/2Y2" — BALLOON �FRAME TO MIN. BEARING USS ELEVATION rn 0 ¢SEE TYPICAL STUD BEARING WALL ELEVATION ON SHEET N S3.01 FOR STUD STRAPPING VERI Y w/ A CH 00 0 SECTION /,"�6 _0 S4.01 L 7 UNIT FLOOR TRUSS, SEE PLAN CONT. 2x4 LEDGER W/ No. 9 x 5" WOOD SCREW AT 16" O.C. WALL SHEATHING, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE SECTION 7 3/4" = 1'-0" �_o HORIZONTAL BRACING OF TOP AND BOTTOM: 15 SPACES AT 2'-0" DIAGONAL BRACING : 1. PROVIDE ONE ROW OF HORIZONTAL BRACING O/C = 30'-0" 4. PROVIDE CROSS BRACING, AS SHOWN AT AS SHOWN EVERY 10'-0" PERPENDICULAR TO EACH END OF EACH ROW OF PERMANENT SPAN OF TRUSS. HORIZONTAL BRACING, AND AT NOT MORE 2 BRACING MEMBERS TO BE CONTINUOUS 2X4 THAN 30'-0" SPACING IN DIRECTION OF WOOD MEMBERS. AT SPLICE LOCATIONS, LAP HORIZONTAL BRACING. BRACING MEMBERS OVER AT LEAST 2 TRUSSES. 5. BRACING MEMBERS TO BE 2X4 WOOD MEMBERS. 3. WOOD TRUSSES AT 24" O.C. 6. (2) 10d NAILS (TYP.) TYPICAL BRACING DETAIL SHEATHING SHALL CONTINUOUS AT F LEVEL (EDGE SHAI 24" ABOVE AND E P.T. 2x4 STUD, SECURED TO TRUSS TOP & BOTTOM CHORD W/ (3) 16d NAILS, TYPICAL CONT. 2X4 RIBBON BLOCK. SEE TRUSS SHOP DRAWINGS TRUSS TIE, SEE PLAN CONTINUOUS WALL SHEATHING INTERIOR WALL SHEATHING, SEE SHEAR WALL SCHEDULE AND 2x STUD WALL, SEE SHEAR WALL GENERAL NOTES SCHEDULE, PLAN NOTES AND GENERAL NOTES CONT. P.T. 2x SOLE PLATE. CONNECT TO FRAMING PER -" WOOD SHEATHING SHEAR WALL SCHEDULE AND SUB —FLOOR GENERAL NOTES — PIGGY —BACK TRUSSES—` WOOD TRUSSES PROVIDE SHEAR BLOCKING SEE PLAN TRUSS BETWEEN TRUSSES I L WOOD STUD WALL WITH OVER SHEAR WALLS. DOUBLE TOP PLATE TRUSS SHALL BE SEE TYPICAL FRAMING DESIGNED TO TRANSFER 350 LF ELEVATION 16d NAILS —� SECTIO 5 8" O.C. CONNECTION BY 3/4" = l'-0" S4.01 OTHERS STAIRS BY OTHERS FLOOR SHEATHING, SEE GENERAL NOT CORRIDOR GIRDER TRUSS (GT), SEE PLAN WALL SHEATHING, SEE PLAN, GENERAL NOTES AND SHEAR WALL SCHEDULE UNIT FLOOR TRUSS, SEE PLAN =f &a i •JILWO • SHEATHING SHALL BE CONTINUOUS AT FLOOR LEVEL (EDGE SHALL FALL 24" ABOVE AND BELOW) SECTION 3/4" = 1'-0" S4.01 FLOOR SHEATHING (SEE PLAN) WOOD TRUSSES 0 24"o.c. (MAX.) BEARING WALL WOOD HEADER (SEE PLAN) SECTION 9 3/4" = 1'-0" S4.01 CONT. 2X4 ATTACHED - TO VERTICAL MEMBERS OF TRUSSES W/(2) 16d NAILS CONTINUOUS WALL SHEATHING (2) 10d NAILS AT 16"o.c. ELSEWHERE DOUBLE 2x TOP PLATE SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 4'-0" MIN. BETWEEN SPLICES TYPICAL TOP PLATE DETAIL GUTHERMAN STRUCTURAL INC. :264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P: 407.701.0875 LIC. #28863 M, Aerman STRUCTURAL (36) 10d NAILS (MIN.) AT EA. SIDE OF EA. SPLICE IN TOP AND BOTTOM PLATES 16d NAILS 0 8" O.C. 2X4 BLOCKING BETWEEN TRUSSES AT KICKER W/ EXTEND SHEAR WALL SIMPSON U24 EA. END SHEATHING TO DECK -10d NAILS 0 4" O.C. AT BLOCKING GYPCRETE TOPPING AT — (MIN. 4 NAILS) INTERIOR, SEE ARCH. L---------- 2x4 KICKER @ 48" 0. C. W/(3) 16d NAILS 0 EA. END LADDER TRUSS (2) 2X TOP PLATE 16d NAILS @ 8" O.C. SECTION 2 3/4" — 1'-0" �-o WOOD TRUSS (SEE PLAN) PRE—ENGINEERED J LADDER TRUSSES OR BALLOON FRAME TO TOP OF TRUSS ELEVATION 16d NAILS @ 8" O.C. 16d NAILS 8" O.C. VERIFY w/ ARCH SECTION 3 3/4" = 1'-0" S4.01 IF BUILDING EXCEEDS 60'-0" IN LENGTH DIAGONALS SHALL BE REPEATED AT 20'-0", MAXIMUM. — — — BEARING WALL — — — — — — —ff 7F T7- — I I— —71 — —tr — 7 — IT— —I1— - — _Tr_ — T— — I I— —II — —It- — -r- — IT— —I1— —fi — Tr_ —11 II II II II II II II II II II II II II LI II II II II II II II II II II II II II II LI II II II II II II II II II I II II II II II II II II II II II II II II II I II II II II II II II II II Ii it II II II II II II II II II II II II II II it II II II it II II II II II 11 II II II II II z II II II II I! II II II II II II II II II II Ii II II � II ii II II II ii II I! II li li II II II II II II II II II � II II I! II it I! it I! I! II II I! I! I! II II II II "' II If II it 11 II II II II II II II it II II II II II II II II I! 11 II II II II II II II li II II II II II II II II II II I II !i II II II II II II II i II II II I! II II i' II II II IILiII i I II II II II II II II II !I II II II II II II II II II II II II II II II II II II II II II II II II IIIII!IIII IIII III IIIIII iIIIIItIII lIIIIIiIII IIIlI!IIi! IIIIIIIIII IIIIIIII!I IIIIIIIIII IIIIIIIIII IIIIIIII!I I(IIIIIIII IIIIIIIIII IIIIII IIIIII IlIiII IIIIIIII lii � 1190 II II II II II II II II II II II II II II II II II II II II a II II II I II II II II II II II II II II II II I II !I II II II II II 11 11 11 Il 11 11 II II 11 11 II 11 Il 11 l I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I BOTTOM CHORD l I I I I I f l I I I I I I I I I I I I I I I I OF TRUSSES II II II I! II II II II it II II II II II II II II II II II II II I! II II II II II I'i II II II II II II II II II II II II !! II li II II II 11 II II II II II II II II II II II II II II II li II II II II II II II II ii II II II II II I! li II II I! II II II II II II II II II II II ll II !I II II II II !I II II II II II II II II II I� II II II II u !I II 11 II !! II II 11 II II II II II II II 11 11 II it II II !I II II II II II II II II II II II II II II II II z II II II II II II II II II II II II II !I II I II II II II a II II II II II II II II II II II II II II II II II II II II � II II II II II II II II II II II II II II II II II CONTINUOUS 2x4 II II II II II II II II II II II II II II II II II II LATERAL BRACING II II II II II II II II II II II II II II II II II W/(2) 1Od AT II II II II II II II II II II II II II II II II EACH TRUSS II 11 11 II II II li II II it II II II II II II II II II II II II II II II II l II II II II II II II II II II fl II II II II II II II II II II II II II II II II li II li II II II II II II I II II II II II II II II II II II II II II II II II II v II II II it II II II II II II ti II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II z II II II II II II II II II II II II II II II II II II a II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II II I! II II II II II II II II II II II II II II II II II N II II II II II II II II II II II !I II — II—---u—_1L—.1L_—II__—II— I! II II II —l.L—_jL-.-1J--!I—__1—_11_—LL—IJ--!I—_11 II II II II II L! II —JI--II II II d _L L—L—U—L— IL— —U--U —�—�I _1 _iL—L—U—L—LL-11 —2x4 DIAGONAL BRACING (±45) BEARING WALL— * 3'-0" O.C. IF A SUSPENDED CEILING SYSTEM IS USED. W/(2) 10d AT EACH TRUSS. 8'-0" O.C. IF CEILING SHEATHING IS ATTACHED PROVIDE AT EACH END OF BUILDING DIRECTLY TO BOTTOM CHORD TYPICAL TRUSS BOTTOM CHORD BRACING DETAIL SCALE: N.T.S. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHTECTURE I INTERIOR DESIGN 9 745 orients avenue, suite 1121 altamonte springs, fl 32701 I phone: 407.830.1400 fax: 407.830.4143 AA0002731 i www.forumarchitecture.com Goo ago sou a®o 13 0 an ]w 3" E NT F I C I A L COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, n 34239 Summerset Apartments Zephyrhills, FL 09/09/2015 1 A 0 /41 ale 84,E - x s William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG 10 PROJECT NO. 14-2984 BUILDINGS I, II & CLUBHOUSE SECTIONS AND I DETAILS i S4.01