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ROOF DESIGN CRITERIA SHEET NOTES <br />3 <br />co <br />n. <br />M <br />Cn <br />M <br />o) <br />0 <br />0 <br />N <br />CEO <br />a <br />O <br />0 <br />a <br />Rafter to Beam Connection <br />Ridge Beam Connection <br />1 1 /2"=1'-O" <br />1 1 /2"=1'-O" <br />48" <br />4 <br />0 <br />ROOF SLOPE <br />= 70<RS<270 <br />L <br />= 11'-4" FT <br />B <br />= 11'4" FT <br />EAVE <br />= 9'4" FT <br />MEDIAN ROOF HGT <br />= 11'-13/8" FT <br />END ZONE STRIP <br />= 3.0 FT <br />VELOCITY PRESSURE <br />= 36.25 PSF <br />ROOF ZONE WIND PRESSURE <br />ZONE <br />AREA (SQ FT) <br />COEFFICIENT <br />DESIGN PRESSURES <br />10 <br />1.0 <br />20.3 <br />-32.3 <br />20 <br />1.0 <br />18.5 <br />-31.4 <br />ZONE 1 <br />50 <br />1.0 <br />16.1 <br />-30.2 <br />100 <br />1.0 <br />14.3 <br />-29.3 <br />> 100 <br />1.0 <br />14.3 <br />-29.3 <br />10 <br />1.0 <br />20.3 <br />-56.2 <br />20 <br />1.0 <br />18.5 <br />-51.7 <br />ZONE 2 <br />50 <br />1.0 <br />16.1 <br />-45.7 <br />100 <br />1.0 <br />14.3 <br />-41.2 <br />> 100 <br />1.0 <br />14.3 <br />41.2 <br />10 <br />1.0 <br />20.3 <br />-83.1 <br />20 <br />1.0 <br />18.5 <br />-77.7 <br />ZONE 3 <br />50 <br />1.0 <br />16.1 <br />-70.5 <br />100 <br />1.0 <br />14.3 <br />-65.1 <br />> 100 <br />1.0 <br />14.3 <br />-65.1 <br />WALL COMPONENTS & CLADDING PRESSURES <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+l- <br />10 <br />1.0 <br />35.3 <br />-38.2 <br />20 <br />1.0 <br />33.7 <br />-36.7 <br />ZONE 4 50 <br />1.0 <br />31.6 <br />-34.6 <br />100 <br />1.0 <br />30.0 <br />-33.0 <br />> 100 <br />1.0 <br />30.0 <br />-33.0 <br />10 <br />1.0 <br />35.3 <br />-47.2 <br />20 <br />1.0 <br />33.7 <br />-44.0 <br />ZONE 5 50 <br />1.0 <br />31.6 <br />-39.8 <br />100 <br />1.0 <br />30.0 <br />-36.7 <br />> 100 <br />1.0 <br />30.0 <br />-36.7 <br />`IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE <br />PRESSURES ASSOCIATED WITH SMALLER AREA <br />I I <br />I <br />I <br />I <br />L- <br />r- <br />I <br />I <br />I <br />L-----i L----J <br />4'-0" 6-0" 4'-0" <br />14'-0" <br />A REFER TO SHEET A19.51 FOR GENERAL NOTES <br />B REFER TO POOL DRAWINGS FOR POOL DECK <br />KEY NOTES <br />01 CONC FOOTING wl (5) #5 REBAR EACH WAY, TOP & <br />BOTTOM <br />02 #5 DOWEL AT EACH CORNER CELL <br />03 8" CMU COLUMN, ALTERNATE EACH COURSE <br />04 FILL ALL CELLS w/ 2,000 PSI GROUT & (1) #5 VERTICAL <br />REBAR <br />05 2x2 ROUGH SAWN CEDAR AT 6" OC w/ (2)8d NAILS TO <br />2x4 <br />06 2x4 ROUGH SAWN CEDAR AT 16" OC wl (2)12d NAILS <br />TO 3x6 <br />07 3x6 ROUGH SAWN CEDAR AT 24" OC <br />08 48 ROUGH SAWN CEDAR RIDGE BEAM <br />09 4x12 ROUGH SAWN CEDAR TRELLIS BEAM <br />10 2x6 ROUGH SAWN CEDAR ON EACH SIDE OF RAFTER <br />w/ 1/2"0 THRU BOLTS <br />11 3/4"0 HEADER ANCHOR BOLT, 4" MIN EMBED <br />12 COUNTERSINK NUT & WASHER, GLUE & PLUG <br />13 SIMPSON MTS12 AT 2x6 BEAM TO RAFTER, INSTALL <br />STRAP BETWEEN RAFTER & BEAM <br />14 GALV MTL TRAY AT BEAM, SEAL AT STUCCO w/ <br />URETHANE SEALANT <br />15 1 "xl 8" GALV MTL STRAP, RAFTER TO RAFTER <br />DESIGN CRITERIA PER CODE (MINIMUM) <br />BASIC WIND VELOCITY = 110 MPH <br />IMPORTANCE FACTOR = 1 <br />EXPOSURE CATEGORY = C <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />DESIGN CRITERIA FOR PROJECT <br />BASIC WIND VELOCITY = 140 MPH <br />IMPORTANCE FACTOR = 1.0 <br />EXPOSURE CATEGORY = C <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />ROOF TRUSS LOADING <br />TCLL = 20 <br />TCDL = 10 <br />BCLL- <br />BCDL = --- <br />TOTAL = 30 <br />_ • Mcip <br />ren <br />11=111 �..I1-III= �^/ NGI <br />-1NEERING <br />�Il��illl Y 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 />DFORUME <br />V <br />r <br />r <br />0 <br />q ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />01 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.forumarchkecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />EDITED BY: <br />0 <br />d <br />r <br />PROJECT NO. <br />Pool Trellis <br />Structural Plans <br />& Details <br />JT <br />09-2587 <br />Rafter to Beam Section <br />1 1 /2"=1'-0" <br />Column Section <br />3/4"=1'-0" <br />Foundation Plan <br />1 /4"=1'-0" <br />R.F. Oleck FL PE #52514 <br />S19-53 <br />