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Co <br />u <br />En <br />a <br />77 <br />0 <br />0 <br />0 <br />0 <br />N <br />N <br />0 <br />0 <br />a <br />�. <br />z <br />U <br />w <br />a <br />PRE-ENGINEERED <br />GIRDER TRUSS <br />SIMPSON HGT-4 - <br />@ 4-PLY GIRDER <br />-SIMPSON HGT-3 @ <br />3-PLY GIRDER <br />-SIMPSON HTT22 - <br />--(4) STUDS UNDER — <br />z EACH GIRDER <br />0 1/2" DIA. THRU BOLTS <br />OR 16d NAILS @ 12" O.0 <br />1_4 i EACH PLY <br />BLOCKING 2/ (4) STUDS <br />@ FLR. SPACES <br />z <br />SIMPSON CS-20 J <br />o <br />AT EVERY STUD <br />(4) STUDS UNDER — <br />z <br />EACH GIRDER <br />0 <br />1/2" DIA. THRU BOLTS <br />OR 16d NAILS @ 12" O.0 <br />EACH PLY <br />BLOCKING 2/ (4) STUDS <br />@ FLR. SPACES <br />SIMPSON CS-20 — <br />z <br />AT EVERY STUD <br />(4) STUDS UNDER — <br />EACH GIRDER <br />1/2" DIA. THRU BOLTS <br />OR 16d NAILS @ 12" O.0 <br />EACH PLY <br />ON HDU8-SDS2.5 0 <br />17 <br />::7HTT,5W/ (26)16d x 21/2 <br />7/8" DIA. A.B. — <br />Girder Truss Hold Down <br />Gable End Truss <br />z <br />0 <br />z <br />0 <br />1 /4"=1 '-0" <br />1 "=1'-0" <br />Typ. Section Detail <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2x4 <br />"L" BRACE <br />(2) 2x4 <br />"L" BRACE <br />16" <br />0'-0"-4'-0" <br />4'-0"-8'-0" <br />81-011-14'-0" <br />24" <br />0'011218" <br />2'8"6'0" <br />6'0" 12'0" <br />z <br />0 <br />0 <br />0 <br />J <br />0 <br />z <br />0 <br />0 <br />0 <br />J <br />0 <br />Over-Framirn <br />Typ. Anchorage <br />N.T.S. <br />I I I . V11\LJL-I% 1 wL.v L/Vvvly I 11 . vll wl-1I wLu uvvrly <br />Typical Stud Wall Hold Down <br />26 <br />f <br />30 <br />24 <br />25 <br />13 <br />14 <br />E I <br />418[/El Ell <br />TYP. STUD/TRUSS HOLD DOWN <br />ROOF TRUSS <br />U_ <br />13 <br />ROOF TRUSS <br />@ 24" O.C. <br />00 <br />@ 24" O.C. <br />I <br />2X4 DIAGONAL <br />SHIM GAP W/ <br />PLYWOOD OR STUDS <br />o✓ <br />SIMPSON MTS12 + H5 <br />BRACING <br />z <br />@ EVERY TRUSS <br />SIMPSON LTSA24 <br />HETAL16 EACH <br />@ 16„ O.C. <br />o <br />Q <br />GIRDER TRUSS HOLD <br />TRUSS <br />J <br />DOWN <br />HEADER <br />(2)SIMPSON H2.5 OR SP2 <br />TNVALL <br />`� <br />NAIL STUDS TOGETHER <br />@ EVERY STUD <br />_ <br />PER ARCH <br />W/16d NAILS <br />DBL. STUD @ GIRDER <br />VERT. REINF.' <br />BOND BEAM: <br />@ 12" O.C. EACH PLY <br />2x4 STUDS @ 16" O.0 <br />AT FILLED <br />r <br />KNOCK -OUT <br />(2) SIMPSON CS20 <br />FLOOR TRUSSES <br />CELLS, HOOK <br />BLOCK COURSE <br />SIMPSON LTSA24 <br />@ 24" O.C. <br />AT TOP OF <br />WITH #5 CONT., <br />@ 16 O.C. <br />2x BLOCKING <br />WALL <br />i <br />GROUTED <br />IN FLOOR SPACE <br />HEADER <br />@ DBL. STUD <br />CMU WALL PER <br />PLAN & DETAILS <br />; <br />NAIL STUDS TOGETHER <br />(2) SIMPSON CS20 <br />W/16d NAILS <br />o <br />@ DBL. STUD <br />PROVIDE CONT. BOND BEAM AT EACH FLR LEVEL, <br />@ 12" O.C. EACH PLY <br />o <br />SIMPSON CS20 <br />SIMILAR TO THIS DETAIL <br />DIAGONAL 2X4 BRACES <br />`i- <br />Ua <br />z <br />@ EVERY STUD <br />T/ E I ev Wall <br />EVERY OTHER PANEL <br />DBL. STUD @GIRDER <br />7 <br />AT SHEAR WALLS, TYP. <br />0 <br />1 "=1'-0" <br />(2) SIMPSON CS20 <br />0 <br />0 <br />FLOOR TRUSSES <br />@ 24" O.C. <br />BLOCK UNDER <br />x <br />2x BLOCKING <br />12 <br />STUDS ABOVE <br />IN FLOOR SPACE <br />SIMPSON LTSA24 <br />@ DBL. STUD <br />VARIES <br />@ 32" O.C. <br />(2) SIMPSON CS20 <br />NAIL STUDS TOGETHER <br />@ DBL. STUD <br />W/16d NAILS <br />SIMPSON CS20 <br />@ 12" O.C. EACH PLY <br />@ EVERY STUD <br />3x4 STUDS @ 16" O.C. <br />(3) SIMPSON SPH4 <br />(1) SIMPSON SP1 OR <br />(1) H3 @ DBL. STUD <br />oz <br />CONTINUOUS BEARING UNLESS NOTED OTHERWISE 0 ¢ SIMPSON HTT5 W/ <br />o z (26)16d x 21/2" NAILS <br />= O <br />04 04 04 � � TYP. 1/2"DIA. A307 <br />TYP. STUD A.B. @ 24" O.C. <br />TYP. LINTEL RUSS HOLD DOWNTYP. GIRDER <br />n� n HOLD DOWN HOLD DOWN <br />SECTION C-C <br />Gable End Truss Bracing Details <br />ALTERNATE SECTION B-B TYP. WALL <br />n Tvp. 3-Story Bra. Stud Wall & Hold Down <br />TYP. GIRDER HOLD DOWN <br />1 /2"=1'-0" <br />STRAPPING SCHEDULE SHEET NOTES <br />PLIFT REQUIREMENT <br />72-.- <br />RECOMMENDED CONNECTOR <br />MODEL NO. <br />ALLOWABLE LOADS <br />775 LBS <br />LTS12 <br />775 LBS <br />75-1000 LBS <br />MTS12 <br />1000 LBS <br />1000 -1455 LBS <br />MTS12 + H5 <br />1455 LBS <br />1455 - 2000 LBS <br />2 MTS12 <br />2000 LBS <br />2000 - 2455 LBS <br />2 MTS18 + H5 <br />2455 LBS <br />SINGLE -PLY GIRDER <br />1 HTS20 <br />1450 LBS <br />DOUBLE -PLY GIRDER <br />2 HTS20 <br />2900 LBS <br />TRIPLE -PLY GIRDER <br />HGT-3 + 2 HTT22 <br />10530 LBS <br />SHEAR WALLS <br />HTT5 W/ 26 16dX2 1/21 <br />5090 LBS <br />HEADER / BEAM <br />ANCHORAGE <br />HEADER SIZE <br />HEADER TO SUPPORT STUDS <br />UP TO 4'-0" <br />2 SIMPSON MSTA15 ONE EACH SIDE <br />4'-1" TO 8'-0" <br />(2) SIMPSON MST126 (ONE EACH SIDE) <br />8'4' TO 12'-0" <br />(2) SIMPSON MST27 (ONE EACH SIDE) <br />A SEE SHEET S4.01 FOR SHEAR WALL SCHEDULE <br />B SEE SHEET A1.04 FOR ASSEMBLY DESCRIPTIONS AND <br />FIRE RESISTANCE RATINGS <br />C ANCHORAGE/STRAPPING FOR ENDS OF SHEAR <br />WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT <br />SHOWN HERE <br />KEY NOTES <br />01 OVERFRAMING PER FRAMING PLANS & MFR SHOP <br />DWGS <br />02 SIMPSON MTS12 + H5 AT EACH END OF TRUSS <br />03 TYP. GABLE TRUSS WEB <br />HEADER / BEAM LEGEND 04 VERTICAL'U BRACE IN TRUSS <br />SYMBOL <br />SIZE <br />DESCRIPTION <br />H-1 <br />(2) 2"xl0" <br />#2 S.Y.P. W/ CONT. 7/16" FLITCH PL. <br />H-2 <br />(3) 2"xl0" <br />#2 S.Y.P. W/ CONT. 7/16" FLITCH PLATES <br />H-3 <br />(2) 2"x12" <br />#2 S.Y.P. W/ CONT. 7/16" FLITCH PL. <br />B-1 <br />(2)1 3/4"x91/2" <br />LVL <br />B-2 <br />(2)1 3/4"xl 1 1 /4" <br />LVL <br />B-3 <br />(2)1 3/4"xl6" <br />LVL <br />B-4 <br />(4)1 3/4"xl6" <br />LVL <br />B-5 <br />(3)1 3/4"xl1 7/8" <br />LVL <br />B-6 <br />(2)1 3/4"xl4" <br />LVL <br />B-7 <br />(3)1 3/4"xl4" <br />LVL <br />05 2x4 BLOCKING BETWEEN TRUSSES AT KICKER <br />06 (4)16d NAILS AS INDICATED <br />07 8d NAILS @ 4" OC AS INDICATED <br />08 2x4 KICKER @ 4'-0" OC, ATTACH TO FIRST (5) TRUSSES <br />09 SIMPSON LSTA24 @ 32" OC, TYP. <br />10 TOENAIL GABLE TRUSS TO T.O. WALL W/ 16d NAILS @ <br />12" OC <br />-FASTEN H-1, H-2, H-3 , B-1, B-2, B-5 WITH 2 ROWS OF 16d NAILS @ 12" O.C. EACH PLY 11 FOUNDATION: SEE FOUNDATION PLANS &DETAILS <br />-FASTEN B-3, BA B-6, B-7 WITH 3 ROWS OF 16d NAILS @ 12" O.C. EACH 12 SILL PLATE <br />PLY <br />HEADER / BEAM STUD SCHEDULE @ EXTERIOR <br />WALLS <br />SPAN <br />JACKS EA. SD. <br />KINGS EA. SD. <br />REMARK <br />UP TO 4'-0' <br />1 <br />1 <br />U.N.O. <br />4'-1" TO 8'-0" <br />2 <br />2 <br />U.N.O. <br />8'-l" TO 12'4- <br />1 3 <br />3 <br />U.N.O. <br />13 WALL STUDS @ 16 OC, TYP. <br />14 PROVIDE DOUBLE STUDS UNDER ALL GIRDER <br />TRUSSES AND @ GABLE END TRUSSES <br />15 SEE HEADER & BEAM STUD SCHEDULE, NAIL STUDS <br />AT BOTH ENDS OF ALL BREEZEWAY BEAMS, PROVIDE IN THE <br />TOGETHER W/ 16d NAILS @EACH PLY @ 12" OC <br />CORRIDOR WALLS: (3) S.Y.P. 3X4 UNDER 2ND FLOOR BREEZEWAY <br />16 <br />1/2" DIA. A.B. @ 16" O.C., 7" MIN EMBEDMENT, TYP <br />BEAMS, (3) S.Y.P. 2X4 UNDER 3RD FLR BREEZEWAY BEAMS. FASTEN <br />WITH 16d @ 12" O.C. STAGGERED EACH PLY <br />17 <br />5/8" DIA. A.B. @ DOUBLE STUD LOCATIONS <br />HEADER / BEAM STUD SCHEDULE @ INTERIOR WALLS <br />18 <br />(1) SIMPSON SP1 OR (1) H3 @ EVERY STUD <br />SPAN <br />7 <br />JACKS EA. SD. <br />KINGS EA. SD. <br />REMARK <br />UP TO 4'-0' <br />1 <br />1 <br />U.N.O. <br />19 <br />SIMPSON HDU8-SDS2.5 @ STUDS AND POSTS <br />4'-1" TO 8'-0" <br />2 <br />1 <br />U.N.O. <br />V-1" TO 12'-0" <br />3 <br />1 <br />U.N.O. <br />20 <br />(3) SIMPSON SPH4 OR SPH6 AT EXTERIOR WALLS <br />COLUMN SCHEDULE <br />21 <br />HEADER PER PLAN <br />MBOL <br />SIZE <br />DESCRIPTION <br />C-1 <br />7C-2 <br />31/2" X 31/2" <br />PSL <br />22 <br />SHIM GAP W/PLYWOOD OR STUDS <br />31/2" X 51/4" <br />PSL <br />23 <br />SEE BEAM & HEADER ANCHORAGE SCHEDULE FOR <br />STRAP SIZE <br />(2)SIMPSON HTS20 @ EVERY TRUSS FOR <br />UPLIFT LOAD < 2,900 LBS. <br />24 <br />DOUBLE TOP PLATE <br />SIMPSON MTS12 + H5 @ <br />25 <br />(2) SIMPSON H2.5 OR SP2 <br />EVERY TRUSS FOR UPLIFT <br />SIMPSON H10 @ <br />LOAD <1,455 LBS. <br />EVERY TRUSS <br />26 <br />ROOF TRUSSES @ 24" OC, TYP <br />SIMPSON HCP2 @ <br />CORNER HIP TRUSS <br />SIMPSON LTSA24 <br />27 <br />SIMPSON HCP2 @ GABLE TRUSS, @ 16" OC TYP, NAIL <br />@ 32" O.C. <br />TO TRUSS AND DOUBLE STUDS BELOW <br />(2)SIMPSON H2.5 OR SP2 <br />SIMPSON SP2 <br />28 <br />SIMPSON HTS20 OR HGT-3/HTT22 COMBINATION @ <br />@ EVERY STUD <br />@ EVERY STUD <br />GIRDER TRUSS AS PER STRAPPING SCHEDULE, NAIL <br />TO TRUSS AND DOUBLE STUDS BELOW <br />DBL. STUD <br />DBL. STUD <br />NAIL W/ 16d NAILS <br />29 <br />(1) SIMPSON MTS12 & (1) H5, EACH TRUSS <br />2x4 WALL STUDS <br />EACH PLY @ 12" O.C. <br />@ 16" O.C. <br />30 <br />(2) SIMPSON HTS20 FOR UPLIFT LOADS LESS THAN <br />2,900 LBS <br />(2)SIMPSON CS20 <br />(2)SIMPSON CS20 <br />@DBL. STUD <br />@DBL. STUD <br />SIMPSON CS20 <br />SIMPSON CS20 <br />@ EVERY STUD <br />@ EVERY STUD <br />2X4 WALL STUDS <br />DBL. STUD <br />@ 16" O.C. <br />NAIL W/ 16d NAILS <br />DBL. STUD <br />EACH PLY @ 12" O.C. <br />z <br />Z <br />DIAGONAL 2X4 <br />DIAGONAL 2X4 BRACES <br />BRACES EVERY <br />EVERY OTHER PANEL <br />o <br />OTHER PANEL AT <br />AT SHEAR WALLS, TYP. <br />SHEAR WALLS, TYP. <br />FLOOR TRUSSES <br />I <br />FLOOR TRUSSES <br />@ 24" O.C. <br />@ 24" O.C. <br />(2) SIMPSON CS20 <br />SIMPSON CS20 <br />@ DBL. STUD <br />@DBL. STUD <br />SIMPSON CS20 <br />z <br />EVERY STUD <br />z <br />DBL. STUD <br />NAIL W/ 16d NAILS <br />--�0 <br />3x4 WALL STUDS <br />o <br />EACH PLY @ 12" O.C. <br />@16"O.C. <br />(1) SIMPSON SP1 OR <br />(1) SIMPSON SP1 OR <br />(1) H3 EVERY STUD <br />1 3 @EVERY STUD <br />��McLik!en <br />.�,.'I <br />4 <br />- - <br />(1) SIMPSON SP1 OR <br />(1) SIMPSON SP1 OR <br />Ti=iii='�� NEERING <br />GROUP <br />(1) H3 @DBL. STUD <br />(1) H3 @ DBL. STUD <br />FL CofA #7992 <br />TYP. 1/2" DIA. A307 <br />TYP. 1/2" DIA. A307 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />A.B. @ 16" O.C. <br />A.B. @ 24" O.C. <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />TYP. STUD/TRUSS Typ. HIP GIRDER TYP. GABLE END HOLD DOWN <br />TYP. GABLE END <br />�~ <br />HOLD DOWN HOLD DOWN <br />TRUSS HOLD DOWN <br />WALL @ HIP END WALL @ GABLE END <br />FORU <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I 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 />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />.......... ...... <br />0 SHEET REVISIONS: <br />EDITED BY: JT <br />S4mO2 <br />Typ. Elevation & Plan Sections <br />3/4"=1'-0" <br />1 /4"=1'-0" <br />R.F. Oleck FL aF #521714 <br />