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ROOF OVERHANG WIND PRESSURE TABLE - ALL BLDG TYPES ROOF ZONE WIND PRESSURE TABLE - ALL BLDG TYPES SHEET NOTES 3 <br />AREA* (SQ. FT.) COEFFICIENT DESIGN PRESSURES (-) AREA* (SQ. FT.) COEFFICIENT DESIGN PRESSURES (+/-) 01 FASTEN PER SHEAR WALL SCHEDULE ON SHEET <br />10 1.45 -95.27 10 1.45 29.44 -46.84 S4.01, TYP FORUME <br />ROOF ZONE 20 1.45 -95.27 ROOF ZONE 20 1.45 26.83 -45.53 0 <br />(2) 50 1,45 -95.27 (1) 50 1.45 23.35 -43.79 02 SHEATHING PER SHEAR WALL SCHEDULE ON SHEET <br />100 1A5 -95.27 100 1.45 20.74 -42.49 S4.01, TYP N ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />10 1.45 160.37 10 1.45 29.44 -81.49 03 16d NAILS AT 4" OC <br />32 20 1.45-144.71 ROOF ZONE 20 1.45 26.83 -74.97 <br />35 <br />37 ROOF ZONE PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />(3) 50 1.45-123.98 (2) 50 1.45 23.35 -66.27 0 <br />01 OZ 100 1.45-108.32 100 1.45 20.74 -59.74 04 16d NAILS AT 6" OC o 745 orienta avenue, suite 1121 <br />04 *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED WITH 10 1.45 29.44 -120.5 altamonte springs, fl 32701 <br />20 1.45 26.83 -112.7 05 16d NAILS AT 12" OC <br />15 SMALLER AREA ROOF ZONE � phone: 407.830.1400 <br />36 06 fax: 407.830.4143 <br />(3) 50 1.45 23.35 -102.2 06 SIMPSON A35 AT 32" OC (ALTERNATE) 2 AA0002731 <br />100 1.45 20.74 -94.4 6 www.forumarchitecture.com <br />35 Qg LIFREAFALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED WITHLLERA07 2x10 TOP PLATE AT DOUBLE STUD WALL, TYP <br />Q <br />08 SHEATHING PER FRAMING PLANS, NAIL PER SHEAR E <br />WALL SCHEDULE ON S4.01 <br />0 <br />C <br />09 PRE-ENGINEERED WOOD ROOF TRUSS <br />0 <br />2 m Qg 10 PRE-ENGINEERED WOOD FLOOR TRUSS, PROVIDE <br />0 <br />-----; LADDER TRUSS WHEN PARALLEL AGAINST EXT. WALL <br />38 CDX PLYWOOD c------ 7 <br />& DIAGONAL 2x BRACES EVERY OTHER PANEL AT <br />ROOF TRUSS 2 2 _ SHEAR WALLS N <br />10 ROOF DECK 1O <br />31 SW 1A BELOW ALIGN W/ SHEAR,\ �, <br />01 02 WALL OR PROVIDE i 2 2 �' 11 TYP FASTENER PER ANCHORAGE SCHEDULE ON <br />SW-1 A Roof Truss(Braced)INFILL TRUSS @ i - W SHEET S4.02 L <br />11 SHEAR WALL <br />1 "=1'-0" i i i i i III I w 34 12 2x4 CONT. NAILED AT EACH TRUSS W/ 2 16d NAILS & L <br />• TOE -NAIL BEFORE SECOND () Meetinghouse <br />F I r. Truss Size Chan a Detail I TYP @ SW-1 A Without Draftstopping, Each End ; i i i ------ ---- �- - 8d NAILS AT 4" OC WHEN AGAINST SHEATHING <br />1 PLY IS INSTALLED 2 O i i O 2 i i at Zephyrh i I Is <br />�i' Typ. at Breezeway, Unit Truss Perpendicular 1 "=1'-0" 08 i ' ' i �' _ 13 2x4 BLOCKING W/ (2)10d NAILS AT 6" OC <br />TOP PLATE (2)12d NAIL 16" O.C. ; 2 2 l ; �' ; o Senior <br />09 sw3 ROOF TO TOP FLOOR i i i ��`� I LU <br />0 14 END BETWEEN TRUSSES W/ (5)16d FACE NAILS PER r <br />CUN w Apartments <br />0 <br />�' 2 �'^�� 2 1 15 7/16" OSB W/ 10d NAILS AT 6" OC TYP AT EDGES o <br />r <br />at Roo Truss 2 2 ro <br />7 _ _ - " <br />1 "-1'-0" �` ,y! 16 2x4 BRACE AT 32" OC W/ (5) 8d NAILS AT EACH END & o <br />Truss Parallel To Wall=----- 2 ----- `�I EAVE 2-V <br />(2) 8d NAILS FROM FLOOR DECKING. PROVIDE 2x4 City of Zephyrhills, FL <br />_ BLOCKING AT EACH BRACE TOE NAILED INTO 0 <br />3/4" T&G O.S.B. d --------------------- - a = 7'-0° TRUSSES W/ (4)16d NAILS AT EACH END o <br />ZONE N <br />11 S4.03�, CORNER OF HIP ROOF SHEATHING DIAGRAM 17 2x4 CONT. Wl 2 10d NAILS AT EACH SUPPORT <br />23 05 06 (2)16d @ 12" O.C. d 18 SIMPSON HTT5 W/ (26)16d x 21/2 NAILS <br />NTIL22 TRUSS EVERED 2nd TO 3rd FLR. PANEL EDGES PANEL FIELD o <br />ALIGN TRUSS W/WALL 0 10d NAILS @ 4" Q.C. 10d NAILS @ 6" O.C. 19 1/2" DIA A307 AB 0. <br />OR PROVIDE KNEE <br />Q 10d NAILS @ 4" O.C. 10d NAILS @ 4" O.C. 20 DOUBLE STUDS BOTH SIDES OF BREAK Q <br />n WALL W/DIAGONAL 2X BRACING @ N <br />05 SHEAR 10d NAILS @ 3" O.C. 10d NAILS @ 3" O.C. 21 PLUMBING VENT STACK 3 <br />21 W-1 w 1 11 sw 3 WALLS NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN ROOF <br />08 22 HAND FRAME DBL VERTICAL MEMBERS IN TRUSS ON 00 <br />(2)16d @ 8" O.C. HGT. IS GREATER THAN 25' BOTH SIDES OF BREAK (TO BE VERIFIED WITH TRUSS r <br />20 01 02 1st TO 2nd FLR. ENGINEER) 0 <br />Af SW-1 A Roof Truss(Sheathed SW-3 at Floor Truss Roof Fastenin Zone Plan 23 SIMPSON MST160AT 1ST TO2ND FLR SIMPSON CS-16 <br />10 G <br />CA <br />1 "=1'-0" 6 1 "=1'-0" � 1/16"=1'-0" AT 2ND TO 3RD FLR o SET DISTRIBUTIONS: <br />Typ @ Corridor, Cont. Draftstopping per Arch. Truss Parallel To Wall Typical 0. <br />24 (2) SIMPSON CS-20 " 11125109 !___ProgressSet <br />20 a 12/09/09 60% Progress Set <br />32 25 FILL-IN TRUSS W/ VERTICALS AT SAME LOCATION AS `� 12117109 Bid Set <br />21 WALL STUDS o 03102110 Permit Set ..._... <br />w <br />01 02 03 32 26 DBL JACK STUDS UNDER BEAM <br />18 <br />,.................- <br />15 04 27 FULL KING STUD ON BOTH SIDES OF BEAM <br />N_ <br />- - 28 BEAM SUPPORTING MID LANDING OF STAIRS <br />C <br />� 19 <br />U <br />29 DBL TOP PLATE........................... .. <br />a 09 08 10 <br />30 SILL PLATE <br />21 SHEET REVISIONS: <br />CD <br />Brzw . Shear Wall Break 05 06 04 0 - <br />_. .......... .. <br />�' 13 31 (2) 2x12 LEDGER ATTACHED THROUGH - <br />o at Plumbing Vent ENDS <br />LAG <br />o SPACING) LT AC _ .. .. <br />PACIN )W/0X6 BOLTS H <br />N 07 i�:"_ I:. PROVIDE TIGHT FITTING VERT. INFILL MEMBERS AS <br />4-9 <br />07 NECESSARY IN LADDER TRUSS CONDITIONS <br />J N 10 38 <br />10 PROVIDE INFILL .... _ <br />r <br />Q <br />�° Ml 31 AS NECESSARY @ 01 02 01 02 32 WOOD STUD PER FRAMING PLAN E <br />ALL LAG BOLT , <br />a 28 01 02 32 33 BLOCKING AS NEEDED TO FILL SPACE <br />LOCATIONS o <br />24 34 BOTTOM EDGE OF SPECIFIED SHEATHING. <br />28 FIr. Truss Size Change Detail SW-2 at Roof Truss Detail SW-2 FIr. Truss BlockingDetail SHEATHING INZONE3SHALLSPANOVER(4) a -- - <br />q 9 1,�_1, 0„ 5 1„_1� 0„1 1� 0„ TRUSSES MIN. <br />N o Typ. at Breezeway, Unit Truss Parallel Typ., Parallel Ty <br />p., Parallel 35 PROVIDE ONE ROW OF HORIZONTAL 2X4 BRACING AS <br />27 <br />SHOWN EVERY 10'-0" PERPENDICULAR TO SPAN OF - <br />32 TRUSS INCLUDING T&B OF TRUSSES (LAP SPLICES - <br />2 32 TWO TRUSSES) 0 ..... <br />0 26 <br />26 01 02 32 <br />y ..... ..... .... ..-- .... <br />100 <br />N 36 2X4 CROSS BRACING SPANNING (3) TRUSSES AT - <br />w3 12 03 04 BOTH ENDS OF SHEAR WALL y <br />04 16 0 ....................... _ _ ....... ... _.._ . <br />;, 17 12 37 (2)16d NAILS <br />U <br />CL <br />0 30 0 <br />EDITED BY: �T <br />Q :• :• � ". ° °° 38 TOP CHORD BEARING BREEZEWAY TRUSS <br />N L <br />:3 <br />0 30 <br />10 01 02z PROJECT NO. 09-2587 <br />~� 10 10 AMcLik!en25 cll �lllNEERING <br />24 ° 10 �Tiuly GROUP o Framin Detail <br />. Z 04 ° FL CofA#7992 0_..........._.._.....__............. ...._...__._.................. <br />S& <br />W771 5728 Major Blvd., Suite 603 Orlando, FL 32819 - <br />n 1 W <br />Roof Nailing <br />,- _ Z <br />d 29 Web Site: www.mgmclaren.com <br />- 10 -� <br />¢ 24 29LU <br />101102 <br />o............... <br />it 03 <br />o AIT (Di <br />01 02 <br />a L % Q <br />Mid -Landing Beam Connection FIr. Truss Size Change Detail Fir. Truss Blockin Detail Flr. Truss BracingDetail D S4.03 <br />U R <br />3/4"-1'-0" 1 "-1'-0" 4 1 "-_ 1'-0" 1 1 "-1'-0" !� ' <br />�- at Brzwy. Wall Typ. at Breezeway, Unit Truss Perpendicular Typ. at End Wall, Perpendicular Typ. at End Wall, Parallel RTC. e;erk Fl-?E #52514 <br />