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--L----i i i - - L <br />0 <br />co <br />I I <br />r <br />U <br />2 <br />a <br />7t <br />N <br />co <br />0 <br />0 <br />N <br />0 <br />0 <br />I <br />i -,11'-01, <br />SS BRIG. <br />Framing Detail <br />@ All Beam to Column Locations <br />BEAM ABOVE <br />3/4"=1'-0" <br />BEAM ABOVE <br />Column Section <br />Plan 1 1 /2"=1'-0" <br />12 <br />Column Section <br />---L6 1 x4 <br />02 <br />16 1x8 <br />111 =11-011 <br />L <br />I <br />I <br />Soffit Section <br />-RUSS BRIG. <br />1'-011 -- <br />3.0. SOFFIT <br />1 1 /211=1'-011 <br />I <br />I <br />I <br />I <br />1 <br />I <br />; <br />I <br />I <br />I <br />® BEAM / HEADER ANCHORAGE = ROOF DESIGN FACTORS SHEET NOTES <br />HEADER SIZE_ HEADER _TO_SUPPORT STUDS ROOF SLOPE = 70<RS<27" MAY NOT BE REFERENCED ON THIS SHEET <br />UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) L = 51 FT A REFER TO SHEET A19.71 FOR GENERAL FRAMING <br />4'-1" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) B = 11.5 FT NOTES <br />> 8'-111 (2) SIMPSON MSTI27 ((1) ON EACH SIDE) EAVE = 11.0 FT <br />MEDIAN ROOF HGT = 12.25 FT B REFER TO SHEET A19.73 FOR ASSEMBLIES <br />® BEAM / HEADER LEGEND END ZONE STRIP = 3.0 FT <br />TAG SIZE DESCRIPTION KEY NOTES <br />B-1 (2)1 3/4"x11 7/$" DE ROOF ZONE WIND PRESSURE MAY NOT BE REFERENCED ON THIS SHEET <br />ZONE ARE�QFJT COEFFICIENT DESIGN PRESSURES (+/-) 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 <br />® ROOF TRUSS LOADING WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />10 1.0 24.6 -39.1 TERMITE TREATED, WELL COMPACTED SOIL. BROOM <br />T CLL = 20 20 1.0 22.4 -38.0 FINISH ALL <br />TCDL = 25 ZONE 1 50 1.0 19.5 -36.6 <br />BCLL = - - - 100 1.0 17.4 -35.5 <br />BCDL = 10 02 CONT. SEALANT <br />10 1.0 24.6 -68.1 <br />TOTAL = 55 20 1.0 22.4 -62.6 03 2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" <br />USI = - - - ZONE 2 50 1.0 19.5 -55.3 OC OR AS SHOWN <br />SPACING = 24" OC 100 1.0 17.4 -49.9 <br />10 1.0 24,6 -100.6 04 (2) STUDS UNDER EACH END OF BEAMS <br />20 1.0 22.4 -94.1 <br />ZONE 3 50 1.0 19.5 -85.4 05 PREFAB WD. ROOF TRUSSES @ MAX. 24" OC, <br />100 1.0 17.4 -78.8 SIMPSON H5 @ EA TRUSS BRG., (1) SIMPSON MTS12 <br />OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS <br />® ROOF OVERHANG WIND PRESSURE NOTED ON PLAN <br />ZONE AREA (SQ FTC COEFFICIENT DESIGN PRESSURES 1±/-) 06 (2) SIMPSON H5 EACH TRUSS (2) MTS12 @ GIRDER <br />10 1.0 -79.5 TRUSS TO DOUBLE TOP PLATE CONNECTION (UNLESS <br />20 1.0 -79.5 OTHERWISE NOTED) <br />ZONE 2 50 1.0 -79.5 <br />100 1.0 -79.5 07 (2) SIMPSON LTSA24S EACH END OF BEAM TO STUDS <br />10 1.0 -133.8 (@ TOP OF COLUMN SECTION) <br />20 1.0 -120.8 08 SIMPSON HTT16 W/ 1/2" A.B. W/ 7" MIN. EMBEDMENT <br />ZONE 3 50 1.0 -103.5 <br />100 1.0 -90.4 <br />09 (2) X 1/2" ANCHOR BOLT.W/ 7" MIN. EMBEDMENT <br />*IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE <br />PRESSURES ASSOCIATED WITH SMALLER AREA 10 DOUBLE TOP PLATE, TYP. <br />4'-0" 4'-0" 4'-0° <br />STRAPPING SCHEDULE 11 4x6 KNEE BRACE <br />�- <br />UP_LIFT_R_EQ CONNECTOR <br />MODEL NO. MAX LOAD 12 CONT. PERFORATED FIBER CEMENT SOFFIT AT ALL <br />3 - - -,- 3 I 0-775 LBS (1) LTS12 775 LBS SAVE OVERHANGS W/ INSECT SCREEN <br />Q 775-1000 LBS (1) MTS12 1000 LBS <br />1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS 13 2x8 ALUM CLAD CONT. FASCIA BOARD W/ ALUM DRIP <br />1455-2000 LBS (2) MTS12 2000 LBS EDGE <br />2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS <br />% 3 SINGLE -PLY GIRDER (1) HTS20 1450 LBS 14 BEAM PER SCHEDULE <br />2 2 DOUBLE -PLY GIRDER (2) HTS20 2900 LBS <br />1 1 <br />15 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) <br />2 <br />\\ 2 16 FIBER CEMENT TRIM BOARD <br />17 (2) 3/8" DIA. LAG SCREWS; 2" PENETRATION <br />2 2 18 SIMPSON HETA18 @ BOTTOM <br />? 0 19 ONE PIECE CORNER TRIM 1x4x4 <br />- - - - - - - - - ' 20 FIBER CEMENT PANEL <br />/- 21 FIBER CEMENT HORIZONTAL LAP SIDING <br />4'-0" <br />22 SIMPSON TIE PLATE: 3118"x9" EACH SIDE W/ (4) 8dxl <br />PANEL EDGES PANEL FIELD 1/2" NAILS IN DIAGONAL STRUT (46) AND STUDS OR <br />10d NAILS @ 4" O.C. 10d NAILS @ 8" O.C. B <br />EAM <br />O 10d NAILS @ 4" O.C. 10d NAILS @ 6" O.C. 23 EXTERIOR SHEATHING PER ASSEMBLY <br />O 10d NAILS @ 4" O.C. 10d NAILS @ 6" O.C. LEGEND <br />NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN <br />ROOF HGT. IS GREATER THAN 25' - HEADER OR BEAM <br />Roof Fastening Zone Plan WALLS BELOW <br />1 /16"=l'-O" <br />Typical <br />DESIGN CRITERIA PER CODE (MINIMUM) <br />BASIC WIND VELOCITY = 110 MPH <br />IMPORTANCE FACTOR = 1.0 <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 />4 EXPOSURE CATEGORY = C <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />I I I I I I II <br />-� I I I 11 <br />6 iji 11 -` I I <br />I r I I I I II 11 ` i <br />I m I I I I Ii.. if <br />m I <br />I <br />I I N (L I I <br />I 1 I I I I I I <br />I 1 I IB-1 I I I I <br />Pavilion Roof Framing Plan <br />I i i <br />I I I <br />i I I <br />1 I I I I I <br />I I I I I I <br />i I I I I I <br />1 /411=11-0" <br />n <br />3 <br />19. <br />I <br />-PATAVA <br />'11 <br />Le=111=111�w <br />E1=1 =_ ^.I�s Mckren <br />NEERING <br />'11=111 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 />.t%%11111E�� <br />v <br />FO UME <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 />I fax: 407.830.4143 <br />AA0002731 <br />I www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />o City of Zephyrhills, FL <br />N <br />C <br />0 <br />N <br />m <br />0 <br />U <br />7 <br />0 <br />0. <br />B <br />C <br />Q <br />SET DISTRIBUTIONS: <br />11 /10/10 Bid & Permit Set <br />Q SHEET REVISIONS_ <br />EDITED BY: JT <br />z PROJECT NO. 09-2587 <br />Z <br />0 <br />Shade Structure <br />ir Framing Plan, <br />Details & Schedules <br />06 <br />w <br />X <br />D <br />U <br />w <br />I <br />U <br />S19.75 <br />0 <br />