Laserfiche WebLink
00 <br />a� <br />0 <br />U) <br />a <br />L0 <br />1p <br />M <br />CD <br />00 <br />c <br />0 <br />v <br />0 <br />a <br />Im <br />'0 <br />f 2 <br />PANELEDGES PANEL FIELD <br />0 8d NAILS @ 4" OC 8d NAILS @ 8" OC <br />Q 8d NAILS @ 4" OC 8d NAILS @ 6" OC <br />(D 8d NAILS @ 4" OC 8d NAILS @ 4" OC <br />NOTE: USE 10d RING SHANK NAILS IN ZONE 3 IF MEAN ROOF <br />HEIGHT IS GREATER THAN 25'-0" <br />Roof Fastening Zone Plan <br />Typical <br />Column Section <br />PER <br />CHEDUL <br />. Detail <br />1 /1 6ii=1 i-O" <br />co <br />3/4"=1'-0" <br />FOOTING SCHEDULE <br />REINFORCEMENTS <br />SIZE <br />COMMENTS <br />MARK <br />BOTTOM <br />TOP <br />L <br />W <br />D <br />SHORT BAR <br />LONG BAR <br />SHORT BAR <br />LONG BAR <br />it <br />3 TIES <br />I F-1 <br />CONT. <br />CONT. <br />MIN. <br />@ <br />3 - #5 <br />--- <br />1- #5 <br />F-2 <br />28" <br />28" <br />2"' <br />#3 @ 24" O.C. <br />3 - #5 <br />-- <br />145 <br />MIN. <br />F-3 <br />CONT. <br />12" <br />22iiMIN. <br />--- <br />145 #5 <br />--- <br />--- <br />1 /2" <br />SEE PLAN <br />eo'-oil <br />W - r SLOPE GRADE <br />a w w +, <br />U CO <br />® r EXTEND TURNDOWN AS <br />REQ. PER GRADING PLANS <br />TO MAINTAIN MIN. DEPTH <br />02 PER BELOW FIN. GRADE. <br />SCHEDULE COORDINATE W/ CIVIL DWGS. <br />�t.�Deta 11 <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />Slab Edge Detail <br />SEAM ABOVE <br />Column Detail <br />Mai�IKi os�kS ection <br />1 1 /2"=1'-O" <br />BEAM ABOVE <br />1x4 <br />1 1 /2"=1'-O" <br />� � t <br />0'-0" <br />0'-0" SLOPE <br />--� <br />�- ' f`-_ <br />uJ <br />LU� <br />of LU <br />0 <br />co <br />41 <br />- <br />02 PER <br />SCHEDULE <br />01 <br />Ft ■ Detail <br />3/4"=1'-0" °� 3/4"=1'-Oil <br />IVlail Kiosk Roof Framing Plan <br />1 /4ii= 1 1-011 <br />17'-7" <br />1 1 i-51i <br />1'-5" 1'-9" L. 1 1'-3ii 11-91 <br />J�-------0-11/2"- L <br />_ <br />F-2 lE.O.S. TYP. F-a_1 <br />co <br />of 0'-0" f <br />I <br />I <br />- <br />------- <br />f <br />---FF-1co <br />ti <br />U_ ! EL I I LL <br />! L--_.--------J <br />F-1 I <br />L---------------J <br />a <br />r <br />M <br />LF-2 V'� _ <br />J <br />n, �, rF <br />1 i I <br />ura <br />L-� ---_-------- �� <br />r' <br />F-3- <br />0'-0" -0'-1 1/2" <br />TYP. E.O.S. TYP. <br />Flail Kiosk Foundation Plan <br />5 <br />S 19.23 <br />• <br />0 ROOF DESIGN FACTORS ® SHEET NOTES <br />ROOF SLOPE = 70<RS<270 MAY NOT BE REFERENCED ON THIS SHEET <br />L = 17.5 FT A REFER TO SHEET Al9.21 FOR GENERAL FOUNDATION <br />B = 14.25 FT NOTES <br />EAVE = 10.0 FT <br />MEDIAN ROOF HGT = 12.5 FT B REFER TO SHEET Al9.21 FOR GENERAL FRAMING <br />END ZONE STRIP = 3.0 FT NOTES <br />ROOF ZONE WIND PRESSURE C REFER TO SHEET Al9.22 FOR ASSEMBLIES <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+I-) <br />_ _ ® KEY NOTES <br />10 1.0 20.3 -32.3 MAY NOT BE REFERENCED ON THIS SHEET <br />20 1.0 18.5 -31.4 <br />ZONE 1 50 1.0 16.1 -30.2 01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED <br />100 1.0 14.3 -29.3 SLAB ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />> 100 1.0 14.3 -29.3 TERMITE TREATED, WELL COMPACTED SOIL. BROOM <br />10 1.0 20.3 -56.2 FINISH ALL <br />20 1.0 18.5 -51.7 <br />ZONE 2 50 1.0 16.1 -45.7 02 FOUNDATION REINFORCEMENT PER SCHEDULE <br />100 1.0 14.3 -41.2 <br />> 100 1.0 14.3 -41.2 03 2X P.T. BOT. PLATE <br />10 1.0 20.3 -83.1 <br />20 1.0 18.5 -77.7 04 REFER TO SCHEDULE FOR STUD REQUIREMENTS @ <br />ZONE 3 50 1.0 16.1 -70.5 EACH END OF BEAMS <br />100 1.0 14.3 -65.1 <br />> 100 1.0 14.3 -65.1 <br />- 05 PREFAB WD. ROOF TRUSSES @ MAX. 24" O.C., <br />SIMPSON H5 @ EA. TRUSS BRG., (1) SIMPSON MTS12 <br />ROOF OVERHANG WIND PRESSURE OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+/-) NOTED ON PLAN <br />10 1.0 -65.7 06 (1) SIMPSON H10 EACH TRUSS, H14 OR MTS 12 + H5 <br />20 1.0 -65.7 AT GIRDER TRUSS TO DOUBLE TOP PLATE <br />ZONE 2 50 1 A -65.7 CONNECTION (UNLESS OTHERWISE NOTED) <br />100 1.0 -65.7 <br />> 100 1.0 -65.7 <br />- 07 (2) SIMPSON LTSA24'S EACH END OF BEAM TO STUDS <br />10 1.0 -110.6 <br />20 1.0 -99.8 08 SIMPSON HTT16 W/ 1/2" A.B W/ 7" MIN. EMBED <br />ZONE 3 50 1.0 -85.5 <br />100 1.0 -74.7 <br />> 100 1.0 -74.7 09 1/2" DIA. ANCHOR BOLT, 7" MIN. EMBEDMENT @ 18" <br />O.C. <br />WALL OPENING PRESSURE 10 SIMPSON SP1 & SP2 @ TOP & BOTTOM OF STUDS, <br />ZONE AREA (SQ FT) COEFFICIENT DESIGN PRESSURES (+I-) TYP. <br />10 1.0 35.3 -38.2 <br />20 1.0 33.7 -36.7 11 5/8" EXT. GRADE GWB W/ KNOCKDOWN FINISH <br />ZONE 4 50 1.0 31.6 -34.6 <br />100 1.0 30.0 -33.0 12 ONE PIECE CORNER TRIM 1x4x4 <br />> 100 1.0 30.0 -33.0 <br />10 1.0 35.3 -47.2 ! 13 FIBER CEMENT PANEL <br />20 1.0 33.7 -44.0 <br />ZONE 5 50 1.0 31.6 -39.8 14 FIBER CEMENT TRIM BOARD <br />100 1.0 30.0 -36.7 <br />> 100 1.0 30.0 -36.7 <br />15 EXPANSION JOINT:1/2" THICK X 4" WIDE CONT. <br />*IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE BITUMINOUS MATERIAL WHERE SLABS ABUT EACH <br />PRESSURES ASSOCIATED WITH SMALLER AREA OTHER <br />STRAPPING SCHEDULE 16 ISLAND/CURB: ALL COLUMN FRAMING TO BE SET ON <br />UPLIFT REQ CONNECTOR CONCRETE RAISED ABOVE ADJACENT PORCH SLAB <br />MODEL NO. MAX LOAD LEVEL TO FINISH FLOOR <br />0-720 LBS LTS 12 720 LBS L E G E N D <br />720-1000 LBS MTS12 1000 LBS <br />1000-1455 LBS MTS12 + (1) H5 1455 LBS MAY NOT BE REFERENCED ON THIS SHEET <br />1455-2000 LBS (2) MTS12 2000 LBS _ _- _ _ EDGE OF FOOTING BELOW <br />2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS <br />SINGLE -PLY GIRDER (1) HTS20 1450 LBS EDGE OF SLAB <br />DOUBLE -PLY GIRDER (2) HTS20 2900 LBS <br />HEADER OR BEAM <br />DESIGN CRITERIA PER CODE (MINIMUM) <br />WALLS BELOW <br />BASIC WIND VELOCITY = 11 O MPH <br />IMPORTANCE FACTOR = 0.77 <br />EXPOSURE CATEGORY = B <br />INT PRESSURE COEFFICIENT = 0.0 <br />® DESIGN CRITERIA FOR PROJECT <br />BASIC WIND VELOCITY = 140 MPH <br />IMPORTANCE FACTOR = 1.0 <br />EXPOSURE CATEGORY = B <br />INT PRESSURE COEFFICIENT = 0.0 <br />® ROOF TRUSS LOADING <br />T CLL = 20 <br />TCDL = 15 <br />BOLL- <br />BCDL = 10 <br />TOTAL = 45 <br />USI- <br />SPACING = 24" OC <br />■ BEAM / HEADER ANCHORAGE <br />HEADER SIZE HEADER TO SUPPORT STUDS <br />UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) <br />4'-l" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) <br />> 8'-1" (2) SIMPSON MST127 ((1) ON EACH SIDE) <br />® BEAM /HEADER LEGEND Alk TA c wren <br />111011 <br />TAG SIZE DESCRIPTION i1=111= wv ENGINEERING <br />B-1 (2) 2xl2 #2 SYP W/ 7/16" FLITCH PLATE U1=1 ;:P1 GROUP <br />i�,_ �av <br />B-2 (2)1-3/4"xl l -1 /4" LVL FL CofA #7992 <br />® BEAM / HEADER SUPPORT SCHEDULE 5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />JACK STUDS KING STUDS Web Site: www.mgmclaren.com <br />HEADER SIZE PER SIDE PER SIDE REMARKS 7 F <br />UP TO 4'-0" 1 1 UNO •NN■ ��,, <br />4'-1" TO 8'-0" 2 2 UNO '• <br />> 8'-1" 3 3 UNO <br />**MAINTAIN NUMBER OF VERTICAL MEMBERS FROM TOP t <br />LEVEL TO FOUNDATION • <br />_ ••.._ORI®P <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 />SET DISTRIBUTIONS: <br />0811800 Bid &Permit Set <br />i <br />i <br />i <br />SHEET REVISIONS: <br />i <br />i <br />IROJECT NO. <br />10-2651 <br />S19.23 <br />/'/4ii=1 i-011 <br />3/8 <br />"= 1 1-6ii <br />1 /4"=1'-0" <br />'e; <br />�w <br />