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Iq <br />v, <br />ate. <br />0 <br />0 <br />0 <br />0 <br />0 <br />N <br />0 <br />0 <br />a <br />0 <br />W) <br />0 <br />N <br />0 <br />U <br />U_ <br />-z <br />W <br />a <br />.Q <br />0 <br />it <br />0 <br />ti <br />Q <br />C) <br />a <br />E) <br />EXTEF <br />EXTEF <br />1. ALL HORIZONTAL & VERTICAL JOINTS SHALL <br />OCCUR OVER FRAMING & SHALL BE <br />ATTACHED IN SPACING SHOWN ON SHEAR <br />WALL SCHEDULE @ SHEAR WALLS. SOLID 2X <br />BLOCKING OR FRAMING MEMBER SHALL BE <br />AT ALL PANEL EDGES. <br />2. FOLLOW SHEATHING ORIENTATION <br />DIAGRAM. <br />F FLOOR <br />t TRUSS BRG. <br />Shear Wall Sheathing Layout & Nailin <br />Typ. Conditions Shown <br />Shear Wall "T" <br />SW-3 at SW-1 - Upper Floors 1 1/2"=1'-0" <br />Shear Wall 'IT" <br />SW-2 at SW-1 - Upper Floors 1 1/2"=V-0" <br />\ Shear Wall "T" <br />SW-2 at SW-1 - Ground Floor 1 1/2"=1'-0" <br />EXTEI <br />Patterns <br />Shear Wall "T" <br />STUD <br />PLATE <br />N.T.S. <br />SW-3 at SW-1 - Ground Floor 1 <br />Shear Wall Interior <br />SW-2 at SW-2A - Upper Floors 1 1/2"=1'-0" <br />Shear Wall Interior <br />SW-2 at SW-2A - Ground Floor 1 <br />SHEAR WALL SCHEDULE <br />SHEAR <br />FRAMING <br />EXTERIOR SHEATHING <br />INTERIOR SHEATHING <br />BASE CONNECTIONS <br />WALL <br />LEVEL <br />TYPICAL <br />STUDS PER <br />SHEATHING <br />SCREW PATTERN <br />SHEATHING <br />SCREW PATTERN <br />CONT. PLATE TO <br />HOLD-DOWNS @ <br />MARK <br />STUDS <br />END/OPG <br />TYPE <br />TYPE <br />DECKISLAB <br />EACH END <br />EDGES <br />INTERMED. <br />EDGES <br />INTERMED. <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS1611" <br />3RD. FLR. <br />2x4 <br />@ 16" O.C. <br />2 - 2x4 <br />7/16" O.S.B. <br />10d @ 6" O.C. <br />10d @ 12" O.C. <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 12" O.C. <br />BEYOND TRUSSES @ <br />EACH END W/ <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />(11)10d <br />SW-1 <br />3 <br />3 <br />, <br />NAILS <br />EXTERIOR <br />2x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON MST160 W/ <br />2ND. FLR. <br />@ 16" O.C. <br />2 - 2x4 <br />7/16" O.S.B. <br />10d @ 6" O.C. <br />10d @ 12" O.C. <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 8" O.C. <br />(60)10d NAILS <br />WALL <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />3 <br />3 <br />1 <br />7 <br />3x4 <br />1- 3x4 <br />7/16" O.S.B. <br />(15/32" P.T. <br />5/8" F.R. <br />1 114"BUGLE <br />1 1/4"BUGLE <br />112" DIA 10" LONG <br />SIMPSON <br />HDUB-SDS2.5 OR <br />1ST. FLR. <br />@ 16 O.C. <br />1- 2x4 <br />PLYWOOD @ <br />10d @ 4" O.C. <br />10d @ 6" O.C. <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" OC, <br />HTT5 W/ (26)16d X 2 <br />1ST4') <br />WALLBOARD <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP <br />1/2 <br />3 <br />5/8" F.R. <br />3 <br />0 <br />, z <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS1611" <br />3RD. FLR. <br />2x4 <br />@ 16" O.C. <br />2 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 12" O.C. <br />BEYOND TRUSSES @ <br />EACH END WI (11)10d <br />SW-1A <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />NAILS <br />3 <br />, <br />r <br />BRZWY. <br />2x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON MST160 W/ <br />EXTERIOR <br />2ND. FLR. <br />.C. <br />@ 16" O.C. <br />- 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 8" O.C. <br />(60)10d NAILS <br />WALL <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />3 <br />7 <br />1 <br />3x4 <br />1- 3x4 <br />5/8" F.R. <br />1 1l4" BUGLE <br />1 114" BUGLE <br />1/2" DIA 10" LONG <br />SIMPSON <br />HDUB-SDS2.5 OR <br />1ST. FLR. <br />@ 16 O.C. <br />1 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" OC, <br />HTT5 W/ (26)16d X 2 <br />WALLBOARD <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP <br />1/2 <br />3 <br />7 <br />1 <br />1 2 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS1611" <br />3RD. FLR. <br />2x4 <br />@ 16" O.C. <br />2 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 12" O.C. <br />BEYOND TRUSSES @ <br />EACH END W/ (11)10d <br />SW-2 <br />WALLBOARD 8 <br />@ 7" O.C. <br />@ 7" O.C. <br />NAILS <br />t <br />� <br />INTERIOR <br />2x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON MST160 W/ <br />TENANT <br />2ND. FLR. <br />@ 16" O.C. <br />2 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 8" O.C. <br />(60)10d NAILS <br />WALL <br />WALLBOARD e <br />@ 7" O.C. <br />@ 7" O.C. <br />3 <br />7 <br />7 <br />3x4 <br />1- 3x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA 10" LONG <br />SIMPSON <br />HDU8 5 OR <br />1ST. FLR. <br />@ 16 O.C. <br />1 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" OC, <br />HTT5 W// (26) 26)16d X 2 <br />WALLBOARD e <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP <br />3 <br />Go <br />1/2 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS1611" <br />3RD. FLR. <br />2x4 <br />�� <br />@ 16 O.C. <br />2 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 12" O.C. <br />BEYOND TRUSSES @ <br />EACH END W/ (11)10d <br />SW-2A <br />WALLBOARD e <br />@ 7" O.C. <br />@ 7" O.C. <br />NAILS <br />3 <br />, <br />, <br />INTERIOR <br />2x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON MST160 W/ <br />TENANT <br />2ND. FLR. <br />@ 16" O.C. <br />2 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 8" O.C. <br />(60)10d NAILS <br />WALL <br />WALLBOARD e <br />@ 7" O.C. <br />@ 7" O.C. <br />3 <br />7 <br />7 <br />3x4 <br />1- 3x4 <br />5/8" F.R. GYPSUM BD <br />+7/16" O.S.B. ONE SIDE <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA 10" LONG <br />SIMPSON <br />HDU8-SDS2.5 OR <br />1 ST. FLR. <br />@ 16" O.C. <br />1- 2x4 <br />W/ 10d NAILS @ 4" O.C. <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" OC, <br />W/ (26)16d X 2 <br />EDGES & 12" O.C. INT <br />@ 4" O.C. <br />@ 4" O.C. <br />TYPHTT5 <br />1/2 <br />3 <br />7 <br />7 <br />1 Y <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS1611" <br />3RD. FLR. <br />2x4 <br />@ 16" O.C. <br />2 - 2x4 <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />(2)16d @ 12" O.C. <br />BEYOND TRUSSES @ <br />EACH END W/ (11)10d <br />WALLBOARD e <br />@ 7" O.C. <br />@ 7" O.C. <br />SW-3 <br />3 <br />r <br />NAILS <br />INTERIOR <br />2ND. FLR. <br />2 - 2x4 <br />5/8" F.R. GYPSUM <br />1 1/4" BUGLE <br />HEAD SCREWS <br />1 1/4" BUGLE <br />HEAD SCREWS <br />(2)16d @ 8" O.C. <br />SIMPSON MST160 WI <br />WALL <br />@ 1611 O.C. <br />WALLBOARD+ <br />@ 7" O.C. <br />@ 7" O.C. <br />(60)10d NAILS <br />7/16" O.S.B. ONE <br />> <br />SIDE W/ 10d NAILS <br />3x4 @ 16" O.C. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA 10" LONG <br />SIMPSON <br />1ST. FLR. <br />(BRG.) <br />1- 3x4 <br />@ 4" O.C. EDGES <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" OC, <br />HDU8-SDS2.5 OR <br />2x4 @ 16" O.C. <br />1- 2x4 <br />& 12" O.C. INT. <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP� <br />HTT5 W/ (26)16d X 2 <br />(NON-BRG.) <br />3 <br />0 <br />0 <br />s <br />112 <br />E WALL OPENING COMPONENTS AND CLADDING PRESSURE TABLE (ASCE 7-05 FIGURE 6-3) <br />L (BUILDING TYPE III)= 188.8' MAX <br />L (BUILDING TYPE XVIII)= 94.0' MAX <br />B = 63.2 FT <br />EAVE - 30.7 FT <br />END ZONE STRIP - 6.3 FT <br />GARAGE DOOR= N/A <br />HEIGHT COEFFICIENT 1.07 <br />AREA * (SQ. FT.) <br />COEFFICIENT <br />DESIGN PRESSURES (+/-) <br />INTERIOR <br />ZONE (4) <br />10 <br />1.07 <br />37.8 <br />-40.9 <br />20 <br />1.07 <br />36.1 <br />-39.3 <br />50 <br />1.07 <br />33.9 <br />-37.1 <br />100 <br />1.07 <br />32.1 <br />-35.4 <br />END ZONE <br />(5) <br />10 <br />1.07 <br />37.8 <br />-50.6 <br />20 <br />1.07 <br />36.1 <br />-47.1 <br />50 <br />1.07 <br />33.9 <br />-42.6 <br />100 <br />1.07 <br />32.1 <br />-39.3 <br />* IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED W/ SMALLER AREA. <br />E: <br />Shear Wall Corner <br />SW-1 or SW-1A at Upper Floors 1 1/2"=1'-0" <br />E: <br />Shear Wall Corner- <br />SW-1 or SW-1A at Ground Floor 1 1/2"=1'-Q" <br />N DESIGN CRITERIA (BY CODE MIN.) <br />APARTMENTS: <br />APT. FLR. <br />BALCONY <br />STAIR LND. <br />BRZWY. <br />ROOF <br />ROOF SLOPE = 70<RS<270 <br />TRUSSES <br />TRUSSES <br />JOISTS <br />TRUSSES <br />TRUSSES <br />TCLL <br />40 <br />100 <br />100 <br />80 <br />20 <br />BASIC WIND SPEED =110 MPH <br />WIND IMPORTANCE FACTOR I =1.00 <br />WIND EXPOSURE CATEGORY = EXPOSURE B <br />FULLY ENCLOSED STRUCTURE <br />0 <br />a <br />TCDL <br />17.5 <br />40 <br />20 <br />35 <br />15 <br />BCDL <br />5 <br />10 <br />10 <br />10 <br />10 <br />TOTAL (PSF) <br />62.5 <br />150 <br />130 <br />125 <br />45 <br />APPLICABLE INTERNAL PRESSURE <br />USI <br />--- <br />-- <br />--- <br />-- <br />25% <br />COEFFICIENTS = +/- 0.18 <br />SPACING <br />24" O.C. <br />24" O.C. <br />16" O.C. <br />24" O.C. T <br />24" O.C. <br />E DESIGN CRITERIA (PROJECT IS DESIGNED) <br />APARTMENTS: <br />APT. FLR. <br />BALCONY <br />STAIR LND. <br />BRZWY. <br />ROOF <br />ROOF SLOPE = 70<RS<270 <br />TRUSSES <br />TRUSSES <br />JOISTS <br />TRUSSES <br />TRUSSES <br />TCLL <br />40 <br />100 <br />100 <br />80 <br />20 <br />BASIC WIND SPEED =140.0 MPH <br />WIND IMPORTANCE FACTOR 1=1.00 <br />WIND EXPOSURE CATEGORY = EXPOSURE B <br />FULLY ENCLOSED STRUCTURE <br />¢ <br />TCDL <br />17.5 <br />40 <br />20 <br />35 <br />15 <br />BCLL <br />BCDL <br />5 <br />10 <br />10 <br />10 <br />10 <br />TOTAL (PSF) <br />62.5 <br />150 <br />130 <br />125 <br />45 <br />APPLICABLE INTERNAL PRESSURE <br />USI <br />-- <br />-- <br />--- <br />-- <br />25% <br />COEFFICIENTS = +l- 0.18 <br />SPACING <br />24" O.C. <br />24" O.C. <br />16" O.C. <br />24" O.C. <br />24" O.C. <br />NOTE: USI INDICATES UNIFORM STRESS INCREASE, ALLOWING FOR DECKING & FINISH MATERIALS ABOVE <br />ROOF TRUSSES PER TRUSS MFR. <br />SHEAR WALL DETAILS KEY NOTES <br />01 AIRSPACE: SEE WALL SECTIONS & CONSTRUCTION <br />ASSEMBLY SCHEDULES <br />02 HOLD DOWNS: SEE SHEAR WALL SCHEDULE, HOLD <br />DOWNS AT SHEAR WALL ENDS INDICATED ON <br />FRAMING PLANS W/ AN ASTERISK (*) <br />03 2x4 AT 16" OC TYP AT UPPER FLRS, 3x4 @ 16" OC TYP <br />AT FIRST FLR FRAMING OF GROUND FLOOR AT 3 <br />STORY CONSTRUCTION <br />04 5/8" FR GB AS PER SCHEDULE <br />05 GB CONT. AT SHEAR WALL INTERSECTION WHERE <br />APPLICABLE <br />06 EXT SHEAR WALL SHTG FIELD NAIL SPACING 12" OC <br />FOR OSB & PLYWOOD, SAME AS EDGE FOR GYP BD <br />07 (2) SIMPSON CS16 OR MST160, SEE SHEAR WALL <br />SCHEDULE <br />08 ALIGN STUD W/ STUD ON FLOOR BELOW <br />09 NAILING EDGES AT 2x BLOCKING <br />10 NAILING EDGES AT DOUBLE TOP PLATE <br />11 NAILING EDGES AT STUDS <br />12 NAILING EDGES AT SILL PLATE <br />SHEAR WALL SCHEDULE NOTES <br />01 SIMPSON MAS MUDSILL ANCHOR AT 20" OC MAY BE <br />USED IN PLACE OF QUICK TIE EPDXY ANCHORS, <br />SIMPSON ALTERNATE INSTALLATION MUST BE USED, <br />SEE DETAIL 2/S3.01 <br />02 1/2" DIA EXPANSION BOLTS W/ 7" MIN EMBEDMENT AT <br />16" OC MAY BE USED IN PLACE OF ANCHOR BOLTS <br />03 BLOCK ALL SHEAR WALL SHEATHING JOINTS <br />04 CONFIRM DIA OF ANCHOR BOLTS FOR HOLD DOWNS <br />WITH STRAP MFR <br />05 THE HILTI DN72 NAIL MAY BE USED IN PLACE OF <br />ANCHOR BOLTS FOR INT. SHEAR WALLS AND SHALL <br />BE PLACED ON THE INT SHEAR WALLS EVERY 8" OC, <br />USE IN CONJUNCTION W/ SCHEDULED HOLD DOWNS <br />AT EACH END OF WALL <br />06 INT SHTG TYPE & NAILING LISTED APPLIES TO BOTH <br />SIDES OF SHEAR WALLS <br />07 ALL DRYWALL SCREWS TO BE TYPE "S" OR "W" <br />_P"' <br />M1 •M% Mcip <br />Fen <br />=III=III ��NGINEERING <br />�TlMMI GROUP <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.mgmdaren.com <br />9 <br />FORUME <br />D <br />ARCHITECTURE & <br />INTERIOR DESIGN_ INC. <br />p1 PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 745 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 />1 <br />SET DISTRIBUTIONS: <br />0 SHEET REVISIONS: <br />9 <br />1 EDITED BY: JT <br />PROJECT NO. 10-2651 <br />Shear Wall <br />Schedule & Details <br />S4.01 <br />