Laserfiche WebLink
U <br />U) <br />2 <br />a <br />00 <br />N <br />0 <br />0) <br />0 <br />0 <br />N <br />ti <br />N <br />0 <br />0 <br />0 <br />F FLOOR <br />Z TRUSS BRG. <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 />PANEL <br />EDGE <br />--- L---------- 11 <br />3l8" <br />M <br />Shear Wall Sheathina Lavout & Nailina Patterns <br />Typ. Conditions Shown <br />S.W. Stud Chanqe <br />10 1 1 2"=1'-0" <br />2X4 TO 2X6 Transition @ Upper Flrs <br />SW Stud Chan e <br />9 "=1'- <br />2X4 To 2X6 Transition @ Ground Flr (3 <br />Shear Wall "T" <br />SW-3 at SW-2 - Upper Floors <br />Shear Wall "T" <br />STUD <br />PANEL <br />EDGE <br />PLATE <br />E: <br />E. <br />E <br />1 1 /2"=1'-0" <br />SW-3 at SW-2 - Ground Floor 1 1/2"=V-0" <br />E. <br />N.T.S. <br />Shear Wall "T" <br />6 1 1 /2"=1'-0" <br />SW-3 at SW-1 - Upper Floors <br />Shear Wall "T" <br />5 =_ <br />SW-3 at SW-1 - Ground Floor <br />0 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 4 <br />EDGES <br />INTERMED. <br />EDGES <br />INTERMED. <br />2x4 <br />5/8" F.R. <br />1 1/4"BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS-1611" <br />3RD. 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 @ 12" O.C. <br />BEYOND TRUSSES @ <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />EACH END W/ (11)10d <br />SW-1 <br />3 <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 />WALL <br />2ND. FLR. <br />@ 16" O.C. <br />2 - 2x4 <br />7/16" O.S.B. <br />10d @ 4" 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 />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />3 <br />3 <br />3x4 <br />1 - 3x4 <br />15/32" P.T. <br />PLYWD 1st <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-SDS2.5 OR <br />1ST. FLR. <br />,� <br />@ 16 O.C. <br />1 - 2x4 <br />COURSE, 7/16 <br />10d @ 4" O.C. <br />10d @ 8" O.C. <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" O.C., <br />HTT5 W/ (26)16d X 2 <br />OSB ABOV <br />WALLBOARD <br />@ 4" O.C. <br />@ 4 O.C. <br />TYP• <br />1/2 <br />3 <br />3 <br />00 <br />2x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4"BUGLE <br />SIMPSON CS-1611" <br />3RD. FLR. <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 />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />EACH END W/ (11)10d <br />SW-1A <br />3 <br />NAILS <br />BRZWY <br />2x4 <br />5/8" F.R. <br />1 114" BUGLE <br />1 114" BUGLE <br />SIMPSON MST160 W/ <br />WALL <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)0d NAILS <br />(60)1 <br />WALLBOARD <br />@ 7" O.C. <br />7 O.C. <br />3 <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-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" O.C., <br />HTT5 W/ (26)16d X 2 <br />WALLBOARD <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP. <br />3 <br />0z <br />1/2 <br />2x4 <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />SIMPSON CS-1611" <br />3RD. FLR. <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 />SW-2 <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />EACH END W/ (11)10d <br />3 <br />NAILS <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 <br />@ 7" O.C. <br />@ 7" O.C. <br />3 <br />3x4 <br />1 - 3x4 <br />5/8" F.R. GYPSUM BD <br />+7/16" O.S.B. ONE SIDE <br />1 114" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA. LONG <br />SIMPSON <br />HDU8-SDS2.5 OR <br />1ST. 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" O.C., <br />HTT5 W/ (26)16d X 2 <br />EDGES & 8" O.C. INT. <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP. <br />3 <br />co <br />1/2 <br />2x4 <br />5/8" F.R. <br />1 1/4"BUGLE <br />1 1/4"BUGLE <br />SIMPSON CS-1611" <br />3RD. FLR. <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 />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />EACH END W/ (11)10d <br />SW-3 <br />3 <br />NAILS <br />INTERIOR <br />2x4 <br />5/8" F.R. <br />1 114" BUGLE <br />1 114" BUGLE <br />SIMPSON MST160 W/ <br />WALL <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) <br />(60)10d NAILS <br />WALLBOARD <br />@ 7" O.C. <br />@ 7" O.C. <br />3x4 @ 16" O.C. <br />(BRG.) <br />1 - 3x4 <br />18" F.R. GYP. BD (+7/16" <br />S.B. ONE SIDE) W/ 10d <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA. LONG <br />SIMPSON <br />1ST. FLR. <br />2x4 @ 16" O.C. <br />1 - 2x4 <br />NAILS @ 4" O.C. EDGES <br />HEAD SCREWS <br />HEAD SCREWS <br />" <br />A307 A.B. @ 16" O.C., <br />HDU8-SDS2.5 OR <br />HTT5 W/ (26)16d X 2 <br />(NON-BRG.) <br />& 8" O.C. INT. <br />@ 4" O.C. <br />@ 4 O.C. <br />TYP <br />1/2 <br />3 <br />CID <br />SW-4 <br />(2)2x6 <br />15/32" P.T. <br />5/8" F.R. <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA. 10" <br />SIMPSON <br />EXTERIOR <br />1ST. FLR. <br />@ 16" O.C. <br />, <br />2 - 2x6 <br />PLYWD 1st <br />10d @ 3 O.C. <br />�� <br />10d @ 8 O.C. <br />GYPSUM <br />HEAD SCREWS <br />HEAD SCREWS <br />LONG <br />A307 A.B. @ 16 O.C., <br />HDU8-SDS2.5 OR <br />WALL <br />WITHIN a, OF <br />COURSE, 7/1611 <br />WALLBOARD <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP. <br />HTT5 W/ (26)16d X 2 <br />CORNERS <br />OSB ABO 3 <br />3 <br />00 <br />1/2 <br />5/8" F.R. GYPSUM <br />SW-5 <br />2x6 <br />WALLBOARD(+ <br />7/16 O.S.B. ONE <br />1 1/4" BUGLE <br />1 1/4" BUGLE <br />1/2" DIA. 10" LONG <br />SIMPSON <br />HDU8-SDS2.5 OR <br />INTERIOR <br />1ST. FLR. <br />@ 16" O.C. <br />2 - 2x6 <br />SIDE) W/ 8d NAILS <br />HEAD SCREWS <br />HEAD SCREWS <br />A307 A.B. @ 16" O.C., <br />HTT5 W/ (26)16d X 2 <br />WALL <br />@ 4" O.C. EDGES <br />@ 4" O.C. <br />@ 4" O.C. <br />TYP' <br />1/2 <br />& 12" O.C. INT. <br />3 <br />1 <br />1 00, <br />Shear Wall "T" <br />4 1 /2"= l'-0" <br />SW-2 at SW-1 - Upper F�oors <br />Shear Wall "T" <br />3 1 /2"=1'-0" <br />SW-2 at SW-1 - Ground loor <br />E: <br />aSw <br />hear Wall Corner <br />1 1/2"=1'-O" <br />-1 or SW- 1A at Upper Floors <br />E. <br />Shear Wall Corner <br />at Ground Floor <br />0 WALL OPENING COMPONENTS AND CLADDING PRESSURE TABLE (ASCE 7-05 FIGURE 6-3) <br />L (BUILDING TYPE 1)= 320.4' MAX <br />L (BUILDING TYPE II)= 276.6' MAX <br />L (BUILDING TYPE III)= 225.5' MAX <br />B = 69' MAX <br />EAVE - 27.8' <br />END ZONE STRIP = 7' <br />VELOCITY PRESSURE = 43.5 PSF <br />GARAGE DOOR= N/A <br />HEIGHT COEFFICIENT 1.45 <br />AREA * (SQ. FT.) <br />COEFFICIENT <br />DESIGN PRESSURES <br />INTERIOR <br />ZONE (4) <br />10 <br />1.45 <br />51.19 <br />-55.39 <br />20 <br />1.45 <br />48.87 <br />-53.22 <br />50 <br />1.45 <br />45.82 <br />-50.17 <br />100 <br />1.45 <br />43.50 <br />-47.85 <br />500 <br />1.45 <br />38.14 <br />-42.49 <br />END() NE <br />10 <br />1.45 <br />51.19 <br />-68.44 <br />20 <br />1.45 <br />48.87 <br />-63.80 <br />50 <br />1.45 <br />45.82 <br />-57.71 <br />100 <br />1.45 <br />43.50 <br />-53.22 <br />500 <br />1 1.45 <br />1 38.14 <br />1 42.49 <br />* IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED W/ SMALLER AREA. <br />E 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 =1.45 <br />WIND EXPOSURE CATEGORY = EXPOSURE C <br />FULLY ENCLOSED STRUCTURE <br />o <br /><t <br />TCDL <br />17.5 <br />40 <br />20 <br />35 <br />15 <br />BCLL <br />--- <br />--- <br />--- <br />--- <br />--- <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 />COEFFICIENTS = +/- 0.18 <br />USI <br />--- <br />--- <br />--- <br />--- <br />25% <br />SPACING <br />24" O.C. <br />24" O.C. <br />16" O.C. <br />24" O.C. <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=1.45 <br />WIND EXPOSURE CATEGORY = EXPOSURE C <br />FULLY ENCLOSED STRUCTURE <br />o <br />J <br />TCDL <br />17.5 <br />40 <br />20 <br />35 <br />15 <br />BCLL <br />--- <br />--- <br />--- <br />--- <br />--- <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 />COEFFICIENTS = +/- 0.18 <br />USI <br />--- <br />--- <br />--- <br />--- <br />25% <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 ROOF <br />TRUSSES PER TRUSS MFR. <br />KEY NOTES <br />01 AIRSPACE: SEE WALL SECTIONS & CONSTRUCTION <br />ASSEMBLY SCHEDULES <br />02 HOLD DOWNS: SEE SHEAR WALL SCHEDULE, <br />HOLD DOWNS AT SHEAR WALL ENDS INDICATED <br />ON FRAMING PLANS WI 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 SHEAR WALL SHEATHING CONT. AT SHEAR WALL <br />INTERSECTION WHERE 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 CS-16 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 />13 (2)16d NAILS AT 16" O.C. <br />SHEAR WALL SCHEDULE NOTES <br />1. SIMPSON MAS MUDSILL ANCHOR AT 20" OC MAY BE <br />USED IN PLACE OF ANCHOR BOLTS, SIMPSON <br />ALTERNATE INSTALLATION MUST BE USED, SEE <br />DETAIL 2/S3.01 <br />2. 1/2" DIA EXPANSION BOLTS W/ 7" MIN EMBEDMENT AT <br />18" OC MAY BE USED IN PLACE OF ANCHOR BOLTS <br />3. BLOCK ALL SHEAR WALL SHEATHING JOINTS <br />4. CONFIRM DIA OF ANCHOR BOLTS FOR HOLD DOWNS <br />WITH STRAP MFR <br />5. 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 />6. INT SHTG TYPE & NAILING LISTED APPLIES TO BOTH <br />SIDES OF SHEAR WALLS <br />7. ALL DRYWALL SCREWS TO BE TYPE "S" OR "W" <br />All't"t'hil <br />wren=III=III �� <br />�IMM=+�/`/ ENGINEERING <br />III=III ti"� 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.mgmclaren.com <br />R.F. Oleck FL RE 4525141 <br />3 <br />aFORUME <br />o. <br />N ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />m PLANNING ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />06 fax: 407.830.4143 <br />10 AA0002731 <br />16 www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />11125109 <br />Progress Set <br />12109109 <br />o Progress Set <br />12117109 <br />Bid Set ........... <br />03102110 <br />................. <br />Permit Set <br />__ ....._...__ <br />.................... _ ... _ _ <br />................ . .............................. _ _ ................ <br />EDITED BY: GB <br />U <br />z PROJECT NO, 09-2587 <br />