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<br />MASONRY wALLS:
<br />CONCRETE MASONRY UNIT SHALL BE HOLLO\.l UNIT MASONRY, IN ACCORDANCE \.11TH ASTM C-90 AND SHALL HAVE MINIMUM FIM OF 1500 P,S,I.
<br />MORTAR SHALL CONFORM TO ASTMC-270 AND SHALL BE EITHER TYPE M DR S,
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE \.11TH ASTMA-615,
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8H PLACED AT 8 TO 11 INCH SLUMP AND
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH Dr 2000 P,S,I, (WHEN TESTED PER ASTM C~1019)
<br />
<br />PROVIDE CLEAN OUT OPENINGS 02 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT) \.IHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
<br />
<br />wINDOw SCHEDULE
<br />
<br />SLIDING GLASS DOOR SCHEDULE
<br />
<br />SIZE \.IINDO\.l
<br />CODE MASONRY R,O, SIZE
<br />12 19 7/811 X 2611
<br />13 19 7/811 X 38 3/811
<br />14 19 7/8' X 50 5/8'
<br />15 19 7/811 X 638
<br />16 19 7/811 X 7211
<br />3212 27 11411 X 2611
<br />3312 27 11411 X 38 3/88
<br />34/2 27 11411 X 50 5/8'
<br />35/2 27 1/411 X 638
<br />36/2 27 1/411 X 728
<br />22 37 3/4H X 2611
<br />23 37 3/48 X 38 3/811
<br />37 3/48 X 50 5/88
<br />~~E 37 3/411 X 56 1/411
<br />25 37 3/4H X 6311
<br />26 37 3/4u X 7211
<br />32 53 7/8H X 26N
<br />33 53 7/88 X 38 3/811
<br />34 53 7/8U X 50 5/8H
<br />3 \.IE 53 7/811 X 56 1/411
<br />35 53 7/8U X 6311
<br />36 53 7/88 X 72'
<br />\JOOD FRAM R,O, OPENING DEDUCT
<br />1 1/4N FROM \JIDTH
<br />1/2/1 FROM HEIGHT
<br />MULL BARS FOR MOST Lo\J \JIND AREAS
<br />ADD 1N PER MULL BAR TO ROUGH OPENINGS
<br />FOR SPECIAL HIGH \.IINDS LOAD AREAS MULL
<br />BAR SIZE MAY VARY, BE SURE TO CHECK
<br />\.11TH \.IINDO\.l MANUFACTURER BEFORE
<br />CONSTRUCTION BEGINS,
<br />
<br />TIMBER MA TERIALS:
<br />
<br />ALL TIMBERS MA TERIALS SHALL BE AS FoLLO\JS:
<br />
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATES) POST) STUD PACKS AND BEAMS SHALL BE #2 YELLo\J PINE (OR BETTER),
<br />
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER), ALL OTHER STUDS SHALL BE NSTUD GRADE"
<br />SPRUCE SPACE 168 O,C" ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4/-08 AND NAILED 4H O,C, \JI 12d COMMON NAILS,
<br />
<br />EXTERIOR \.IALLS SHALL BE CONSTRUCTED \.11TH 1/26 PL Y\JOOD OR 7/1611 as,B, (2-M-\.I RATING) NAILED \.11TH 8d NAILS SPACED AT
<br />38 O,C, ALONG ALL HORIZONTAL JOINTS AND EDGES) 68 O,C, ALONG ALL VERTICAL JOINTS AND EDGES AND 128 O,C, ALONG ALL INTERMEDIATE STUDS,
<br />
<br />ALL OPENINGS 5/-Ou \JIDE DR LARGER STRAP HEADER BEAM TO THE HEADER STUDS \JITH SIMPSON LSTA24 STRAP TIES AT EACH END
<br />OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION \.11TH SIMPSON HTT16 TENSION TIE,
<br />
<br />INTERIOR STUD \J ALL S TO BE OF 2X4 #2 SPRUCE OR BE TTER \JITH SINGLE 2X4 p, T, PINE BOT TOM PLA TE AND SINGLE 2X4 #2 SPRUCE TOP PLA TE \J I TH
<br />STUDS SPACED MAXIMUM 248 O,C, \JALLS TO HAVE 1/2H GYPSUM BOARD EACH SIDE) \JITH \JALLS AT GARAGE TO HAVE MIN R-ll INSULATION,
<br />
<br />ANCHOR \.IOOD SHEAR \.IALLS SEGMENTS TO FOUNDATION \.11TH SIMPSON LTT20B TENSION TIE AT EACH END OF \.IALL SEGMENTS AND AT ANY
<br />\.IALL SEGMENT INTERSECTION (BUILDING CORNERS),
<br />
<br />ANCHOR TRUSS \.IoOD BEARING LOCATIONS AS FOLLO\.lS:
<br />
<br />ROOF UPLIFTS OF 905# AND LESS USE (1) SIMPSON H10 HURRICANE TIE
<br />ROOF UPLIFTS OF 1450# AND 905# (1) SIMPSON HTS20 T\JIST STRAP,
<br />
<br />TRUSSES:
<br />
<br />IF THE CONTRACTOR) TRUSS MANUFACTURER DR ANY OTHER DESIGN PROFESSIONAL RE VISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHO\JN ON THESE
<br />PLANS) THE ENGINEER OF SIGNATURE IS REQUIRED TO REVIE\J ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE \.11TH THE DESIGN
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
<br />
<br />UP LIFT CONNECTIONS FOR MASONRY \JALLS
<br />ROOF UPLIFTS OF 1890# AND LESS USE (1) SIMPSON HET A24 \JITH (6) 10d X 1 1/2H NAILS
<br />ROOF UPLIFTS OF 2310# AND LESS USE (1) SIMPSON HHETA24 \.11TH (21) 10d X 11/211 NAILS
<br />ROOF UPLIFTS OF 3965# AND LESS USE (1) SIMPSON MGT \JITH (22) 10d X 1 1/2' NAILS TO GIRDER AND 5/8' ANCHOR BoL T IN CONCRETE
<br />ROOF UPLIFTS OF 10980# AND LESS USE (1) SIMPSON HGT-2 \JITH (8) 10d X 1 1/2' NAILS TO GIRDER AND (2) 3/4H ANCHOR BoL T IN CONCRETE (2 PL Y GIRDERS)
<br />ROOF UPLIFTS OF 10530# AND LESS USE (1) SIMPSON HGT-3 \JITH (8) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4" ANCHOR BOL T IN CONCRETE (3 PL Y GIRDERS)
<br />ROOF UPLIFTS OF 9250# AND LESS USE (1) SIMPSON HGT-4 \.11TH (6) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4' ANCHOR BOL T IN CONCRETE (4 PL Y GIRDERS)
<br />
<br />STRUCTURAL SHEATHING AT ROOF:
<br />15/32' CDX SHEATHING SHALL BE NAILED \J I 8d NAILS @ 6' O,C, @ EDGES AND 8/1 o,C, MAX, IN THE FIELD, USE 1/2/1 STEEL PL YCLIPS,
<br />
<br />DRAFTSTOPPING:
<br />
<br />5/0X6/8
<br />6/0X6/8
<br />8/0X6/8
<br />9/0X6/8
<br />10,OX6/8
<br />12/0X6/8
<br />16/0X6/8
<br />
<br />60H X 8011
<br />7211 X 80"
<br />96/1 X 80"
<br />108' X 80H
<br />120' X 80H
<br />14411 X 80H
<br />19211 X 80n
<br />
<br />ABOVE IS UNIT SIZE) ADD 1 3/4' TO \JIDTH
<br />AND 1" TO HEIGHT FOR MASONRY R.D,
<br />AND MINIMUM 1/4H TO \JIDTH AND 1/4H TO
<br />HEIGHT FOR FRAME CONSTRUCTION
<br />
<br />HALF CIRCLE wINDOwS
<br />
<br />1/2 \JIDE
<br />2 \.IIDE
<br />3 \.IIDE
<br />DBL 2 \JIDE
<br />DBL 3 \JIDE
<br />
<br />27 1/48 X 13 5/88
<br />37 1/411 X 18 7/88
<br />53 7/811 X 26 15/16H
<br />75 1128 X 37 3/4U
<br />107 3/4" X 53 7/8H
<br />
<br />ADD ABOVE TO HEIGHT OF \JINDo\J
<br />PLUS MULL, SEE YOUR MANUFACTURER
<br />FOR EXACT MULL THICKNESS THAT \JILL
<br />BE USED FOR YOUR OPENING
<br />PLUS ALLO\.l FOR FRAMING ABOVE \.11TH
<br />A MAXIMUM 1/48 SHIM SPACE FROM THE
<br />\JOOD FRAMING TO THE FRME OF THE
<br />\JINDo\J
<br />
<br />NOTE: ACTUAL R,O, OPEINGS SIZES MUST BE
<br />VERIFIED BEFORE CONSTRUCTION BEGINS,
<br />ALL FASTENERS TO wOOD DR BLOCK MUST
<br />PENETRATE FRAME OF wINDOw AND IN TO
<br />THE wALL MINIMUM 1 1/411,
<br />
<br />EXTERIOR DOOR SCHEDULE
<br />
<br />INTERIOR DOOR SCHEDULE
<br />
<br />32 5/8H X 83H
<br />35 5/8H X 838
<br />39 5/8H X 83"
<br />I 64 9/16# X 83"
<br />68 9/16" X 83"
<br />79 9/16H X 836
<br />13 9/16" \.IIDE
<br />SAME HEIGHT
<br />AS DOOR UNIT
<br />15 9/168 \JIDE
<br />SAME HEIGHT
<br />AS DOOR UNIT
<br />ADD SIDELIGHT MEASUREMENT PLUS 1/48
<br />TO DOOR UNIT SIZE TO ACHIEVE R,O,
<br />
<br />IN SINGLE FAMIL Y D\JELLINS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMING MENBERS) IN FLOOR I CEILING ASSEMBLIES SEPARATING
<br />USEABLE SPACES, DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR I CEILING ASSEMBLEY IS BROKEN UP INTO T\.IO OR MORE APPROXIMATED
<br />AREAS \JITH NO AREA GREATER THAN 500 SQ, FT,
<br />
<br />SIZE
<br />2/6X6/8 liS
<br />2/8X6/8 liS
<br />3/0X6/8 liS
<br />5/0X6/8 liS
<br />5/4X6/8 liS
<br />6/0X6/8 liS
<br />2/6X6/8 OIS
<br />2/8X6/8 OIS
<br />3/0X6/8 OIS
<br />5/0X6/8 OIS
<br />5/4X6/8 OIS
<br />6/0X6/8 OIS
<br />12"X 6/8
<br />SIDELIGHT
<br />
<br />ATTIC ACCESS:
<br />
<br />ATTIC SPECES SHALL BE PROVIDED \JITH AN INTERIOR ACCESS OPENING NOT LESS THAN 22" X 366, ACCESS OPENING SHALL BE ACCESSIBLE AND PROVIDE
<br />V/ITH A LID DR DEVICE THAT IS EASIL Y REMOVED DR oPENDED, \JHEN MECHANICAL EQUIPMENT IS INSTALLED IN THE ATTIC) IT SHALL BE INSTALLED IN
<br />ACCORDANCE \JITH MECHANICAL CODE, ACCESS IS NOT REQUIRED \JHEN A CLEAR HEIGHT OF THE ATTIC SPACE) MEASURED AT THE ROOF PEAK IS LESS THAN 246,
<br />
<br />STRUCTURAL PANELS
<br />
<br />NOTE: 1/2' PLY\.IOOD OR OSB STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND THE BOTTOM PLATE
<br />RO\.lS OF 10d NAILS @36 O,C, @BOTH MEMBERS OF DBL TOP PLATE AND DBL RO\.l 10d @3' O,C, @ BOTTOM PLATE, NAIL RO\.lS SHALL BE 11211 MINIMUM FROM EDGE OF PLATES
<br />PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" O,C, @ EDGES AND 611 MAX IN FIELD (NAIL PATTERN AS SPECIFIED PROVIDES 850#/LINEAR FT)
<br />NOTE: \JHERE \JINDO\JS DR DOORS INTERRUPT THE \JOOD STRUCTURAL SHEATHING AND \JITHIN 4 FT OF EACH CORNER AND BOTH SIDES OF \JINDo\J AND DOOR
<br />OPENINGS USE SIMPSON DSP AT ALL CONNECTIONS OF STUDS TO TOP PLATE ~ AT ALL STUD TO PT 2ux48 BOTTOM PLATE CONNECTIONS APPLIED PER SIMPSON SPECIFICATIONS
<br />(SIMPSON DSP RATED 825# UPLIFT)
<br />
<br />14"X 6/8
<br />SIDELIGHT
<br />
<br />EXTERIOR OPENINGS:
<br />
<br />IT \JILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE \JINDO\JS AND DOORS ARE INSTALLED AS PER THE MANUFACTURERS
<br />ENGINEERED DRA\.IINGS AND THAT A COPY OF SAID DRA\.IINGS ARE ON THE JOBSITE AT THE TIME OF INSTALLATION,
<br />
<br />MASONRY R,o,
<br />33 5/8H X 83#
<br />35 5/8" X 83#
<br />39 5/8" X 83#
<br />64 9/16/1 X 83#
<br />68 9/16" X 83"
<br />79 9/16" X 83"
<br />
<br />SIZE
<br />1/4X6/8
<br />1/6X6/8
<br />1/8X6/8
<br />2/0X6/8
<br />2/6X6/8
<br />2/8X6/8
<br />3/0X6/8
<br />4/0X6/8
<br />4/8X6/8
<br />5/0X6/8
<br />5/4X6/8
<br />6/0X6/8
<br />
<br />R,o,
<br />18// X 81 11211
<br />2011 X 81 112#
<br />22n X 81 1/2"
<br />2611 X 81 112/1
<br />30" X 81 1/2"
<br />32# X 81 1/2"
<br />34H X 81 1/211
<br />39" X 81 1/2"
<br />518 X 81 1/2'
<br />6311 X 81 112/1
<br />67' X 811/2"
<br />756 X 81 1/2"
<br />
<br />ALL OPENINGS ALLO\.l FOR 3/4H BUCK
<br />ON EACH SIDE OF DOORS \.11TH 1/48 SHIM
<br />EACH SIDE AND 3/411 AT TOP \.11TH 1/411
<br />SHIM, THESE OPENINGS HA VE TO BE
<br />EXACT AND PLUMB TO MEET FLORIDA
<br />BUILDING CODE 2001 SPECIFICATIONS
<br />FOR \.IooD FRAME OPENINGS DEDUCT 1 1/28
<br />FROM \.IIDTH AND 3/48 FROM HEIGHTS
<br />
<br />ALL INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY
<br />OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CON TRUCTION,
<br />
<br />
<br />I hereby certify thn t I hn ve reviewed this plnn nnd found it to be in
<br />cOMplinnce with section 1606 of the Floridn Building Code) 2001 edition)
<br />
<br />Dn vid W, SMith) P,E,
<br />
<br />DAVID CARR
<br />DOGWOOD LANE
<br />D.'V.SMITI-I ENGINEERING
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />Custom Elayne Pla'n SeT'vice
<br />9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
<br />PHON[: 352-521-0865 FAX' 352-521-0867 [-MAll' Zl'phyr27@gte, net
<br />
<br />7 OCT 2004
<br />
<br />RICK GOLLHARDT - DRAFTSMAN
<br />
<br />(
<br />
<br />SHEET OF
<br />
<br />ENGINEER NOTES
<br />STANDARD NOTES
<br />
<br />2 OF 10
<br />
<br />\\)[,,\01
<br />
<br />DATE
<br />
<br />SCALE
<br />
<br />JOB NO,
<br />
<br />DESIGN/DRAWN CHECKED
<br />R, GOLLHARDT D,W,SMITH,P,E,
<br />
<br />2004-34
<br />
<br />ENGINEER LICENCE ~53608
<br />
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