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M <br />U <br />a <br />N <br />N <br />M <br />M <br />0 <br />0 <br />N <br />Co <br />C0 <br />C <br />0 <br />0 <br />0 <br />a <br />3 <br />r7*NG�able End Truss <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"-6'-0" <br />6'-0"-12'-0" <br />24" <br />0'0"2'8" <br />2°8"5'0" <br />5'0"9'0" <br />1 "=1'-0" <br />- - - - - - - - - SECTION C-C <br />Gable End Truss Bracing Details <br />Typ. Elevation & Plan Sections <br />18 <br />FLOOR <br />TRUSS BRG. <br />® SHEAR WALL SCHEDULE <br />SHEAR <br />FRAMING <br />EXTERIOR SHEATHING <br />INTERIOR SHEATHING <br />i BASE CONNECTIONS <br />WALL <br />TYPICAL <br />STUDS PER <br />SHEATHING <br />SCREW PATTERN <br />SHEATHING <br />SCREW PATTERN <br />CONT. PLATE TO <br />HOLD-DOWNS AT <br />MARK <br />STUDS <br />END/OPENING <br />TYPE <br />EDGES <br />INTERMED. <br />TYPE o <br />EDGES <br />INTERMED. <br />DECK/SLAB <br />EACH END <br />7/16" O.S.B. (TYP.) <br />GYPSUM <br />1 114" BUGLE <br />HEAD <br />1 1/4" BUGLE <br />HEAD <br />SIMPSON HDU-SDS2. <br />SW-1 <br />2x6 AT 16" <br />(2) 2x6 <br />15/32,� P.T. PLYWOOD <br />8d AT 4 O.C. <br />8a AT 8 O.C. <br />5/8" <br />112"010" LONG A307 <br />O.C.I <br />@ BOTTOM COURSE <br />WALLBOARD <br />CREWS AT 4'� <br />CREWS AT 4' <br />� <br />AB AT 18" OC <br />OR HTT4 <br />3 <br />4 <br />4 <br />3 <br />O.C. <br />O.C. <br />1 2 <br />5 <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />2x4 OR 2x6 ATI <br />(2) 2x4 <br />5/8" GYPSUM <br />HEAD <br />HEAD <br />1/2" 010" LONG A307 <br />SIMPSON HDU-SDS2. <br />SW-3 <br />16" O.C. <br />or <br />WALLBOARD <br />SCREWS AT 4" <br />CREWS AT 4' <br />AB AT 18" OC <br />OR HTT4 <br />(2) 2x6 <br />O.C. <br />O.C. <br />3 <br />5 <br />ALTERNATE SECTION B-B <br />STUD <br />PANEL PANEL <br />EDGE EDGE <br />PLATE <br />16 <br />�N <br />3/4"=1'-0" <br />1. ALL HORIZONTAL & VERTICAL <br />JOINTS SHALL OCCUR OVER FRAMING <br />& SHALL BE ATTACHED IN SPACING <br />SHOWN ON SHEAR WALL SCHEDULE <br />@ SHEAR WALLS. SOLID 2X <br />BLOCKING OR FRAMING MEMBER <br />SHALL BE AT ALL PANEL EDGES. <br />2. FOLLOW SHEATHING ORIENTATION <br />DIAGRAM. <br />SHEAR WALL NOTES <br />1 SIMPSON MAS MUDSILL ANCHOR AT 16" OC MAY BE <br />USED IN PLACE OF ANCHOR BOLTS <br />2 1 /2" 0 EXPANSION BOLTS W17" MIN EMBED AT 18" OC <br />MAY BE USED IN PLACE OF ANCHOR BOLTS <br />3 BLOCK ALL SHEAR WALL SHEATHING JOINTS <br />4 NAILING PATTERNS BASE ON P-NAIL CRITERIA <br />5 CONFIRM DIAMETER OF HOLD DOWN ANCHOR BOLTS <br />W/ STRAP MFR <br />-a- <br />i I <br />3Y,3� <br />0 <br />a = 4'-0" <br />PANEL EDGES PANEL FIELD <br />1 8d NAILS @ 4" OC 8d NAILS @ 8" OC <br />(D 8d NAILS @ 4" OC 8d NAILS @ 6" OC <br />(3 8d NAILS @ 4" OC 8d NAILS @ 4" OC <br />NOTE: USE 10d RING SHANK NAILS IN ZONE 3 IF MEAN ROOF <br />HGT. IS GREATER THAN 25' <br />Roof Fastening Zone Plan <br />1/1 6"= V-0" <br />Typ. <br />Over-Frarnin, <br />Typ. Anchorage <br />EXI <br />Shear Wall 'IT" <br />J SW-3 @ Exterior Wall (SW-1) <br />N.T.S. <br />1 1 /2"= V-0" <br />0 ROOF DESIGN CRITERIA <br />SHEET NOTES <br />ROOF SLOPE <br />= 270<RS<450 <br />A REFER TO SHEET S17.40 FOR GENERAL FRAMING <br />L <br />= 88.6 FT <br />NOTES <br />B <br />= 76.6 FT <br />EAVE <br />= 10.0 FT <br />B STRAP MANUFACTURER SHALL BE SIMPSON OR <br />MEDIAN ROOF HGT <br />= 19.9 FT <br />APPROVED EQUAL. STRUCTURAL ENGINEER SHALL <br />END ZONE STRIP <br />= 4.0 FT <br />VERIFY ADEQUACY OF ANY DETAIL NOT SHOWN <br />HERE. <br />ROOF ZONE WIND <br />PRESSURE - C+C <br />® KEY NOTES <br />ZONE AREA (SQ FT) <br />COEFFICIENT DESIGN PRESSURES <br />(+l-) <br />01 HOLD-DOWN (SEE SHEAR WALL SCHEDULE) <br />10 <br />1.0 32.3 <br />-35.3 <br />20 <br />1.0 31.4 <br />-33.5 <br />02 ADD STUD FOR BLOCKING AFTER HOLD-DOWN BOLT <br />ZONE 1 50 <br />1.0 30.2 <br />-31.1 <br />IS INSTALLED <br />100 <br />1.0 29.3 <br />-29.3 <br />>100 <br />1.0 29.3 <br />-29.3 <br />03 DRYWALL CONTINUOUS @ SHEAR WALL <br />10 <br />1.0 32.3 <br />-41.2 <br />INTERSECTION WHEN APPLICABLE <br />20 <br />1.0 31.4 <br />-39.4 <br />ZONE 2 50 <br />1.0 30.2 <br />-37.1 <br />04 ROOF TRUSS OVER -FRAMING <br />100 <br />1.0 29.3 <br />-35.3 <br />>100 <br />1.0 29.3 <br />-35.3 <br />05 SIMPSON MTS12 OR APPROVED EQUAL <br />10 <br />1.0 32.4 <br />-..4 <br />06 2x4 KICKER @ 4'-0" OC ATTACHED TO FIRST FIVE <br />20 <br />1.0 31.4 <br />-3939 <br />TRUSSES <br />ZONE 3 50 <br />1.0 30.2 <br />-37.1 <br />1 <br />100 <br />1.0 29.3 <br />-35.3 <br />00 <br />1.0 29.3 <br />-35.3 <br />07 2x4 BLOCKING BETWEEN TRUSSES @ KICKER <br />08 TOENAIL TRUSS BOTTOM CHORD TO TOP PLATE OF <br />ROOF OVERHANG <br />WIND PRESSURE - C+C <br />WALL W/ 16D NAILS @ 12" OC, SIMPSON LSTA24 (NAILS <br />NOT SHOWN) <br />ZONE AREA (SQ FT) <br />COEFFICIENT DESIGN PRESSURES (+/-) <br />10 <br />1.0 <br />-59.8 <br />09 SIMPSON LSTA24 @ 16" OC TYP. @ GABLE ENDS <br />20 <br />ZONE 2 50 <br />1.0 <br />1.0 <br />-58.0 <br />-55.6 <br />10 ADD'L 2x4 BOTTOM BRACING @ 6" OC WI (4)10d NAILS <br />100 <br />1.0 <br />-53.8 <br />@ EACH SUPPORT IF NOT GWB CEILING ATTACHED <br />>100 <br />1.0 <br />-53.8 <br />TO TRUSSES, TYP <br />10 <br />1.0 <br />-59.8 <br />11 8d NAILS @ 4" OC <br />20 <br />1.0 <br />-58.0 <br />ZONE 3 50 <br />1.0 <br />-55.6 <br />12 (4)16d NAILS @ EACH END AND WHERE OVERLAP <br />100 <br />1.0 <br />-53.8 <br />>100 <br />1.0 <br />-53.8 <br />13 VERTICAL'L' BRACING <br />WALL OPENING PRESSURE - C+C <br />14 TYP. GABLE TRUSS WEB <br />ZONE AREA (SQ FT) <br />COEFFICIENT DESIGN PRESSURES (+/-) <br />15 NAILING EDGES @ 2x BLOCKING <br />10 <br />1.0 35.3 <br />-38.2 <br />16 NAILING EDGES @ DOUBLE TOP PLATE <br />20 <br />1.0 33.7 <br />-36.7 <br />ZONE 4 50 <br />1.0 31.6 <br />-34.6 <br />17 NAILING EDGES @ STUDS <br />100 <br />1.0 30.0 <br />-33.0 <br />>100 <br />1.0 30.0 <br />-33.0 <br />18 NAILING EDGES @ SILL PLATE <br />10 <br />1.0 35.3 <br />-47.2 <br />20 <br />1.0 33.7 <br />44.0 <br />19 EXT SHEAR WALL SHEATHING FIELD NAIL SPACING: <br />ZONE 5 50 <br />1.0 31.6 <br />-39.8 <br />12" OC FOR OSB AND PLYWOOD, SAME AS EDGE FOR <br />100 <br />1.0 30.0 <br />-36.7 <br />GWB <br />>100 <br />1.0 30.0 <br />-29.3 <br />*IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE <br />BEAM / HEADER ANCHORAGE <br />PRESSURES ASSOCIATED WITH <br />SMALLER AREA <br />HEADER SIZE HEADER TO SUPPORT STUDS <br />UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) <br />STRAPPING SCHEDULE <br />4A" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) <br />> 8'-1" (2) SIMPSON MSTI27 ((1) ON EACH SIDE) <br />UPLIFT REQ <br />CONNECTOR <br />MODEL NO. <br />MAX LOAD <br />BEAM / HEADER LEGEND <br />0-720 LBS <br />(1) LTS12 <br />720 LBS <br />720-1000 LBS <br />(1) MTS12 <br />1000 LBS <br />TAG SIZE DESCRIPTION <br />1000-1455 LBS <br />(1) MTS12 + (1) H5 <br />1455 LBS <br />H-1 (3) 2x12 #2 SYP WI (2) 7/16" FLITCH PLATES <br />1455-2000 LBS <br />(2) MTS12 <br />2000 LBS <br />H-2 (3) 2x10 #2 SYP W/ (2) 7/16" FLITCH PLATES <br />2000-2455 LBS <br />(2) MTS18 + (1) H5 <br />2455 LBS <br />H-3 (2) 2x12 #2 SYP W/ 7/16" FLITCH PLATE <br />SINGLE -PLY GIRDER <br />(1) HTS20 <br />1450 LBS <br />B-1 5-1/4"xl1-7/8" LVL - 3 PLY x 11-7/8" <br />DOUBLE -PLY GIRDER <br />(2) HTS20 <br />2900 LBS <br />B-2 3-1/2"x14" LVL - 2 PLY x 14" <br />TRIPLE -PLY GIRDER <br />(1) HGT-3 + (2) HTT22 <br />10580 LBS <br />SHEAR WALLS <br />(1) HTT5 W/ (26)16d x 21/2" <br />5090 LBS <br />®BEAM / HEADER SUPPORT SCHEDULE <br />JACK STUDS KING STUDS <br />DESIGN CRITERIA <br />PER CODE (MINIMUM) <br />HEADER SIZE PER SIDE PER SIDE REMARKS <br />UP TO 4'-1 1 LINO <br />BASIC WIND VELOCITY <br />= 110 MPH <br />4'-1" TO 8'-0" 2 2 LINO <br />IMPORTANCE FACTOR <br />= 1.0 <br />> 8'-1" 3 3 LINO <br />EXPOSURE CATEGORY <br />= B <br />**MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP <br />INTERNAL PRESSURE COEFFICIENT <br />= +0.18 <br />LEVEL TO FOUNDATION <br />DESIGN CRITERIA FOR PROJECT <br />BASIC WIND VELOCITY = 140 MPH <br />IMPORTANCE FACTOR = 1.0 <br />EXPOSURE CATEGORY = B <br />INTERNAL PRESSURE COEFFICIENT = ±0.18 <br />ROOF TRUSS LOADING <br />TCLL <br />= 20 <br />TCDL <br />= 15 <br />BCLL- <br />BCDL <br />= 10 <br />TOTAL <br />= 45 <br />USI <br />= --- <br />SPACING <br />= 24" OC <br />Al <br />IUh wren <br />=111=111 <br />�1=111=/ ENGINEERING <br />U1=U1 °�'� GROUP <br />nl= �rl <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com �►I II I I/off <br />FORUME <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 />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />EDITED BY: JT <br />PROJECT NO. 10-2651 <br />Shear Wall Sheathing Layout &Nailing Patterns <br />Typ. Conditions Shown <br />N.T.S. <br />SW-1 <br />514 <br />S17.41 <br />