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00 <br />77 <br />CU <br />a <br />0 <br />N <br />CD <br />00 <br />C <br />0 <br />r, <br />0 <br />CL <br />3 <br />.1,11'-0" <br />SS BRG. <br />�Framing Detail <br />BEAM ABOVE <br />19 18 <br />20 <br />3/4"=1'-0" <br />� 1 1 <br />Soffit Section <br />1 1 /2"= V-0" <br />11'-0" <br />TRUSS BRG. <br />i <br />0' 0" <br />BEAM / HEADER ANCHORAGE <br />ROOF DESIGN FACTORS <br />SHEET NOTES <br />HEADER SIZE <br />HEADER TO SUPPORT STUDS <br />ROOF SLOPE = <br />70<RS<270 <br />A REFER TO SHEET A19.61 FOR GENERAL FRAMING <br />UP TO 4'-0" <br />(2) SIMPSON MSTA15 ((1) ON EACH SIDE) <br />L = <br />20.1 FT <br />NOTES <br />4'-l" TO 8'-0" <br />(2) SIMPSON MSTI26 ((1) ON EACH SIDE) <br />B = <br />20.1 FT <br />> 8'-1" <br />(2) SIMPSON MSTI27 ((1) ON EACH SIDE) <br />EAVE = <br />10.0 FT <br />B REFER TO SHEET Al9.62 FOR ASSEMBLIES <br />MEDIAN ROOF HGT = <br />13.5 FT <br />® BEAM / HEADER LEGEND ■ KEY NOTES <br />TAG SIZE DESCRIPTION WIND PRESSURE - OPEN STRUCTURE <br />B-1 (2)1 3/4"x11 7/8" LVL <br />± 40.7 PSF NORMAL TO ANY PROJECTED SURFACE <br />B-2 (2) 2X12 SYP#2 W/ CONT. 7/16" FLITCH <br />"FASTEN PL YS W/ 2 ROWS OF 16d NAILS @ 12" OC, EA. PLY <br />0 STRAPPING SCHEDULE <br />BEAM / HEADER SUPPORT SCHEDULE <br />UPLIFT REQ <br />CONNECTOR <br />MODEL N0. <br />MAX LOAD <br />JACK STUDS KING STUDS <br />0-720 LBS <br />(1) LTS12 <br />720 LBS <br />HEADER SIZE PER SIDE PER SIDE REMARKS <br />720-1000 LBS <br />(1) MTS12 <br />1000 LBS <br />UP TO 4'-0" 1 1 UNO <br />1000-1455 LBS <br />(1) MTS12 + (1) H5 <br />1455 LBS <br />4'-1" TO 8'-0" 2 2 UNO <br />1455-2000 LBS <br />(2) MTS12 <br />2000 LBS <br />> 8'-1" 3 3 UNO <br />2000-2455 LBS <br />(2) MTS18 + (1) H5 <br />2455 LBS <br />"MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP <br />SINGLE -PLY GIRDER <br />(1) HTS20 <br />1450 LBS <br />LEVEL TO FOUNDATION <br />DOUBLE -PLY GIRDER <br />(2) HTS20 <br />2900 LBS <br />ROOF TRUSS LOADING <br />TOLL - 20 <br />TCDL = 15 <br />BCLL- <br />BCDL = 10 <br />TOTAL = 45 <br />USI <br />SPACING - 24" OC <br />70 <br />PANEL EDGES <br />w <br />�0 <br />PANEL FIELD <br />8d NAILS @ 4" O.C. 8d NAILS @ 8" O.C. <br />i(D 8d NAILS @ 4" O.C. 8d NAILS @ 6" O.C. <br />i(D 8d NAILS @ 4" O.C. 8d NAILS @ 6" O.C. <br />NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN <br />ROOF HGT. IS GREATER THAN 25' <br />Roof Fastening Zone Plan <br />Typical <br />1 /16"=1'-0" <br />01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 <br />WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />TERMITE TREATED, WELL COMPACTED SOIL. BROOM <br />FINISH ALL <br />02 PREFAB GABLE END TRUSS W/ VERTICALS @ 16" OC <br />03 2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" <br />OC OR AS SHOWN <br />04 REFER TO SCHEDULE FOR STUD REQUIREMENTS @ <br />EA. END OF BEAMS <br />05 PREFAB WD. ROOF TRUSSES @ MAX. 24" OC, <br />SIMPSON H5 @ EA TRUSS BRG., (1) SIMPSON MTS12 <br />OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS <br />NOTED ON PLAN <br />06 (2) SIMPSON H5 EACH TRUSS (2) MTS12 @ GIRDER <br />TRUSS TO DOUBLE TOP PLATE CONNECTION (UNLESS <br />OTHERWISE NOTED) <br />07 (2) SIMPSON LTSA24S EACH END OF BEAM TO STUDS <br />(@ TOP OF COLUMN SECTION) <br />08 SIMPSON HTT16 W/ 1/2" A.B. W/ 7" MIN. EMBEDMENT <br />09 (2) X 1/2" ANCHOR BOLT.W/ 7" MIN. EMBEDMENT <br />10 DOUBLE TOP PLATE, TYP. <br />11 46 KNEE BRACE <br />12 CONT. PERFORATED FIBER CEMENT SOFFIT AT ALL <br />EAVE OVERHANGS W/ INSECT SCREEN <br />13 2x8 ALUM CLAD CONT. FASCIA BOARD W/ ALUM DRIP <br />EDGE <br />14 BEAM OR HEADER AS PER SCHEDULE ON FRAMING <br />PLANS. SEE STRUCTURAL FOR DETAILS <br />15 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) <br />16 FIBER CEMENT TRIM BOARD <br />17 (4) 3/8" DIA. LAG SCREWS; 3" PENETRATION <br />18 SIMPSON HETA18 @ BOTTOM <br />19 ONE PIECE CORNER TRIM 1x4x4 <br />20 FIBER CEMENT PANEL <br />21 FIBER CEMENT HORIZONTAL LAP SIDING <br />22 CONT. SEALANT <br />23 CONT. NON -PERFORATED FIBER CEMENT SOFFIT AT <br />GABLES <br />24 FIBER CEMENT SHINGLE SIDING <br />LEGEND <br />HEADER OR BEAM <br />- - WALLS BELOW <br />■ DESIGN CRITERIA PER CODE (MINIMUM) <br />BASIC WIND VELOCITY = 110 MPH <br />IMPORTANCE FACTOR = 0.77 <br />EXPOSURE CATEGORY = B <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />M DESIGN CRITERIA FOR PROJECT <br />BASIC WIND VELOCITY = 140 MPH <br />IMPORTANCE FACTOR = 1.0 <br />EXPOSURE CATEGORY = B <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />wren <br />A <br />�IIIII�I ENGINEERING <br />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 I'twillllstill <br />4 <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 />EDITED BY: JT, AS <br />U <br />z PROJECT NO. 10-2651 <br />Z <br />c� <br />w <br />Picnic Pavilion <br />0 <br />Framing Plan & <br />w <br />- Details <br />06 <br />w _. <br />tY <br />.F <br />'0 <br />W <br />Column Section <br />1 Pavilion Section <br />Pavilion Roof Framing Plan <br />77:r�i LT-Trf��_ I i.. _._ r__ir. <br />1 /4"=1'-0" <br />* r <br />R.F. Oleck�pa ml 4 <br />I <br />0 <br />S19-64 <br />D <br />0 <br />LL <br />(9) <br />