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BEAM / HEADER ANCHORAGE ROOF DESIGN FACTORS <br />co <br />can <br />a <br />L0 <br />N <br />0 <br />N <br />ti <br />N <br />0 <br />v <br />0 <br />a <br />3 <br />v <br />rn <br />J,11'-Q" <br />SS BRG. <br />IYI11 Y. <br />r,"""*Framing Detail <br />3/4"=1'-0" <br />� 1 1 <br />Soffit Section <br />1 1 /2"21'-0" <br />1 <br />111-01, <br />TRUSS BRG. <br />4 <br />19.64 <br />SHEET NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />HEADER SIZE HEADER TO SUPPORT STUDS <br />ROOF SLOPE <br />= 70<RS<270 <br />UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) <br />L <br />= 20.1 FT <br />A. <br />REFER TO SHEET A19.61 FOR GENERAL FRAMING <br />4'-l" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) <br />B <br />= 20.1 FT <br />NOTES <br />> 8'-1" (2) SIMPSON MSTI27 ((1) ON EACH SIDE) <br />EAVE <br />= 10.0 FT <br />MEDIAN ROOF HGT <br />= 13.5 FT <br />B. <br />REFER TO SHEET Al9.62 FOR ASSEMBLIES <br />BEAM / HEADER LEGEND <br />END ZONE STRIP <br />= 3.0 FT <br />VELOCITY PRESSURE <br />= 27.91 PSF <br />KE Y NOTES <br />TAG SIZE DESCRIPTION <br />B-1 (2)1 3/4"xl 1 7/8" LVL <br />MAY NOT BE REFERENCED ON THIS SHEET <br />B-2 (2) 2X12 SYP#2 W/ CONT. 7/16" FLITCH <br />ROOF ZONE WIND PRESSURE <br />01 <br />CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 <br />ZONE AREA (SQ FT) <br />COEFFICIENT DESIGN PRESSURES (+l-) <br />WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />**FASTEN PLYS W/ 2 ROWS OF 16d NAILS @ 12" OC, EA. PLY <br />TERMITE TREATED, WELL COMPACTED SOIL. BROOM <br />BEAM /HEADER SUPPORT SCHEDULE <br />10 <br />1.0 <br />20.3 <br />-32.3FINISH <br />ALL <br />20 <br />1.0 <br />18.5 <br />-31.4 <br />JACK STUDS KING STUDS <br />ZONE 1 50 <br />100 <br />1.0 <br />1.0 <br />16.1 <br />14.3 <br />-30.2 <br />02 <br />PREFAB GABLE END TRUSS W/VERTIC ALS @ 16" OC <br />HEADER SIZE PER SIDE PER SIDE REMARKS <br />-29.3 <br />UP TO 4'-0" 1 1 UNO <br />> 100 <br />1.0 <br />14.3 <br />-29.3 <br />4'-1" TO 8'-0" 2 2 LINO <br />......... ....... 10 <br />1.0 <br />20.3 <br />. <br />-56.2 . <br />03 <br />2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" <br />> 8'-111 3 3 UNO <br />20 <br />1.0 <br />18.5 <br />-51.7 <br />OC OR AS SHOWN <br />**MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP <br />ZONE 2 50 <br />1.0 <br />16.1 <br />-45.7 <br />LEVEL TO FOUNDATION <br />100 <br />1.0 <br />14.3 <br />-41.2 <br />04 <br />REFER TO SCHEDULE FOR STUD REQUIREMENTS @ <br />> 100 <br />1.0 <br />14.3 <br />41.2 <br />EA. END OF BEAMS <br />ROOF TRUSS LOADING <br />10 <br />1.0 <br />20.3 <br />-83.1 <br />TCLL = 20 <br />20 <br />1.0 <br />18.5 <br />-77.7 <br />05 <br />PREFAB WD. ROOF TRUSSES @ MAX. 24" OC, <br />TCDL = 25 <br />ZONE 3 50 <br />1.0 <br />16.1 <br />-70.5 <br />SIMPSON H5 @ EA TRUSS BRG., (1) SIMPSON MTS12 <br />BCLL = - - - <br />100 <br />1.0 <br />14.3 <br />-65.1 <br />OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS <br />> 100 <br />1.0 <br />14.3 <br />-65.1 <br />NOTED ON PLAN <br />BCDL = 10 <br />TOTAL = 55 <br />USI = - - - <br />ROOF OVERHANG WIND PRESSURE <br />06 <br />(2) SIMPSON H5 EACH TRUSS (2) MTS12 @ GIRDER <br />SPACING = 24" OC <br />ZONE AREA (SQ FT) <br />COEFFICIENT DESIGN <br />PRESSURES (+l-) <br />TRUSS TO DOUBLE TOP PLATE CONNECTION (UNLESS <br />OTHERWISE NOTED) <br />10 <br />1.0 <br />-65.7 <br />4'-0" 4'-011 4'-011 <br />20 <br />1.0 <br />-65.7 <br />07 <br />(2) SIMPSON LTSA24S EACH END OF BEAM TO STUDS <br />*4 <br />ZONE 2 50 <br />1.0 <br />-65.7 <br />(@ TOP OF COLUMN SECTION) <br />100 <br />1.0 <br />-65.7 <br />3 __ 3 3 <br />3 3 3 <br />> 100 <br />1.0 <br />-65.7 <br />08 <br />SIMPSON HTT16 W/ 1/2" A.B. W/ 7" MIN. EMBEDMENT <br />_ <br />10 <br />1.0 <br />-110.0 <br />-1 <br />20 <br />1.0 <br />-98.0 <br />09 <br />(2) X 1/2" ANCHOR BOLT.W/ 7" MIN. EMBEDMENT <br />O i <br />ZONE 3 50 <br />1.0 <br />-81.3 <br />100 <br />> 100 <br />1.0 <br />1.0 <br />-68.7 <br />10 <br />DOUBLE TOP PLATE, TYP. <br />3 <br />-68.7 <br />4'-0" <br />PANELEDGES PANEL FIELD <br />O 10d NAILS @ 4" O.C. 10d NAILS @ 8" O.C. <br />Q 10d NAILS @ 4" O.C. 10d NAILS @ 6" O.C. <br />Q 10d NAILS @ 4" O.C. 10d 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 Fastenina Zone Plan <br />Typical <br />1 /16"=l'-O" <br />WALL OPENING PRESSURE <br />ZONE AREA (SQ FT) <br />COEFFICIENT <br />DESIGN PRESSURES <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 />........ ......... <br />30.0 <br />-36.7 <br />*IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE <br />PRESSURES ASSOCIATED WITH <br />SMALLER AREA <br />STRAPPING SCHEDULE <br />UPLIFT REQ <br />CONNECTOR <br />MODEL NO. <br />MAX LOAD <br />0-775 LBS <br />(1) LTS12 <br />775 LBS <br />775-1000 LBS <br />(1) MTS12 <br />1000 LBS <br />1000-1455 LBS <br />(1) MTS12 + (1) H5 <br />1455 LBS <br />1455-2000 LBS <br />(2) MTS12 <br />2000 LBS <br />2000-2455 LBS <br />(2) MTS18 + (1) H5 <br />2455 LBS <br />SINGLE -PLY GIRDER <br />(1) HTS20 <br />1450 LBS <br />DOUBLE -PLY GIRDER <br />(2) HTS20 <br />2900 LBS <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 WI 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) 3l8" 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 = C <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />VELOCITY PRESSURE = 17.23 PSF <br />WDESIGN 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 />VELOCITY PRESSURE = 27.91 PSF <br />_P"6' <br />M1 •����Mcipren <br />11111111111NGINEERING <br />41=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 />FORUME <br />L <br />0 <br />0 ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />m <br />0 <br />0 745 odenta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />06 fax: 407.830.4143 <br />2 AA0002731 <br />www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />EDITED BY: JT <br />PROJECT NO. 09-2587 <br />Picnic Pavilion <br />... ......... ..... . <br />Framing Plan & <br />Details <br />Column Section <br />1 "=1'-0" <br />1 Pavilion Section <br />1 /2"=1'-0" <br />Pavilion Roof Framing Plan <br />1 /4"=1'-0" <br />4 <br />R.F. Oleck FL FE #52514 <br />S19-64 <br />