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<br />MASONRY wALLS:
<br />
<br />CONCRETE MASONRY UNIT SHALL BE HoLLo'v/ UNIT MASONRY, IN ACCORDANCE 'v/ITH ASTM C-90 AND SHALL HAVE MINIMUM F'M OF 1500 P,S,I.
<br />MORTAR SHALL CONFORM TO ASTMC-270 AND SHALL BE EITHER TYPE M OR S.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE 'v/ITH ASTMA-615,
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8/1 PLACED AT 8 TO 11 INCH SLUMP AND
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P,S,I. ('v/HEN TESTED PER ASTM C-1019)
<br />
<br />PROVIDE CLEAN OUT OPENINGS 02 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, 'v/HEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
<br />
<br />wINDOw SCHEDULE
<br />
<br />SLIDING GLASS DOOR SCHEDULE
<br />
<br />SIZE 'v/INDo\.l
<br />CODE MASONRY R.O, SIZE
<br />12 19 7/8/1 X 26/1
<br />13 19 718/1 X 38 3/8/1
<br />14 19 7/8/1 X 50 518/1
<br />15 19 7/8/1 X 63/1
<br />16 19 7/8/1 X 72/1
<br />3212 27 1/4/1 X 26/1
<br />33/2 27 1/4/1 X 38 318/1
<br />3412 27 114/1 X 50 5/8'
<br />35/2 27 1/4/1 X 63'
<br />36/2 27 1/4' X 72/1
<br />22 37 314/1 X 26'
<br />23 37 3/4/1 X 38 3/8/1
<br />37 3/4/1 X 50 5/8/1
<br />~~E 37 3/4/1 X 56 1/4/1
<br />25 37 3/4/1 X 63'
<br />26 37 3/4/1 X 72/1
<br />32 53 718/1 X 26/1
<br />33 53 7188 X 38 3/8/1
<br />34 53 7/8/1 X 50 5/8H
<br />3\.1E 53 7/8/1 X 56 1/4"
<br />35 53 7188 X 63/1
<br />36 53 7188 X 72/1
<br />'v/OOD FRAM R,O, OPENING DEDUCT
<br />1 1/4' FROM 'v/IDTH
<br />1/2H FROM HEIGHT
<br />MULL BARS FOR MOST LO'v/ 'v/IND AREAS
<br />ADD l' PER MULL BAR TO ROUGH OPENINGS
<br />FOR SPECIAL HIGH \.IINDS LOAD AREAS MULL
<br />BAR SIZE MAY VARY, BE SURE TO CHECK
<br />'v/ITH \.IINDO'v/ MANUFACTURER BEFORE
<br />CONSTRUCTION BEGINS,
<br />
<br />TIMBER MA TERIALS:
<br />
<br />ALL TIMBERS MA TERIALS SHALL BE AS FOLLO'v/S:
<br />
<br />LUMBER UTILIZED IN BOTTOM PLATE; TOP PLATES; POST! STUD PACKS AND BEAMS SHALL BE #2 YELLO'v/ PINE (OR BETTER),
<br />
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER), ALL OTHER STUDS SHALL BE 'STUD GRADE/I
<br />SPRUCE SPACE 16H O,C" ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'-08 AND NAILED 4/1 O,c, \.II 12d COMMON NAILS,
<br />
<br />EXTERIOR \.IALLS SHALL BE CONSTRUCTED 'v/ITH 1/211 PL Y'v/oOD OR 7/16' O,S,B, C2-M-'v/ RATING) NAILED 'v/ITH 8d NAILS SPACED AT
<br />3' 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'-0/1 'v/IDE DR LARGER STRAP HEADER BEAM TO THE HEADER STUDS \.11TH 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 wALLS TO BE OF 2X4 #2 SPRUCE OR BETTER wITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE wITH
<br />STUDS SPACED MAXIMUM 2411 O,C, wALLS TO HAVE 1/2H GYPSUM BOARD EACH SIDE! wITH wALLS AT GARAGE TO HAVE MIN R-11 INSULATION,
<br />
<br />ANCHOR \.IooD SHEAR 'v/ALLS SEGMENTS TO FOUNDATION wITH SIMPSON LTT20B TENSION TIE AT EACH END OF \.IALL SEGMENTS AND AT ANY
<br />wALL SEGMENT INTERSECTION (BUILDING CORNERS),
<br />
<br />ANCHOR TRUSS 'v/ooD BEARING LOCATIONS AS FoLLO'v/S:
<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'v/IST STRAP,
<br />
<br />TRUSSES:
<br />
<br />IF THE CONTRACTOR! TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONAL REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOwN ON THESE
<br />PLANS! THE ENGINEER OF SIGNATURE IS REQUIRED TO REVIE'v/ ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE wITH THE DESIGN
<br />
<br />STRUCTURAL SHEATHING AT ROOF:
<br />15/32/1 CDX SHEATHING SHALL BE NAILED wi 8d NAILS @ 6' O,C, @ EDGES AND 811 O,C, MAX, IN THE FIELD, USE 1/2/1 STEEL PL YCLIPS,
<br />
<br />DRAFTSTOPPING:
<br />
<br />IN SINGLE FAMIL Y D'v/ELLINGS! DRAFTSToPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMING MEMBERS) IN FLOOR I CEILING ASSEMBLIES SEPARATING
<br />USEABLE SPACES, DRAFTSToPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR I CEILING ASSEMBLEY IS BROKEN UP INTO TwO OR MORE APPROXIMATED
<br />AREAS wITH NO AREA GREATER THAN 500 SQ, FT.
<br />
<br />ATTIC ACCESS:
<br />
<br />ATTIC SPECES SHALL BE PROVIDED wITH AN INTERIOR ACCESS OPENING NOT LESS THAN 2211 X 3611, ACCESS OPENING SHALL BE ACCESSIBLE AND PROVIDE
<br />wITH A LID OR DEVICE THAT IS EASIL Y REMOVED DR OPENDED, wHEN MECHANICAL EQUIPMENT IS INSTALLED IN THE ATTIC! IT SHALL BE INSTALLED IN
<br />ACCORDANCE wITH MECHANICAL CODE, ACCESS IS NOT REQUIRED wHEN A CLEAR HEIGHT OF THE ATTIC SPACE! MEASURED AT THE ROOF PEAK IS LESS THAN 2411,
<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 808
<br />72" X 80/1
<br />96" X 80/1
<br />10811 X 8011
<br />12011 X 8011
<br />14411 X 8011
<br />19211 X 808
<br />
<br />ABOVE IS UNIT SIZE, ADD 1 3/48 TO wIDTH
<br />AND 1/1 TO HEIGHT FOR MASONRY R,O,
<br />AND MINIMUM 1/4H TO wIDTH AND 1/4H TO
<br />HEIGHT FOR FRAME CONSTRUCTION
<br />
<br />HALF CIRCLE wINDOwS
<br />
<br />1/2 'v/IDE
<br />2 'v/IDE
<br />3 wIDE
<br />DBL 2 wIDE
<br />DBL 3 wIDE
<br />
<br />27 1/411 X 13 5/811
<br />37 1/411 X 18 7/811
<br />53 7/8/1 X 26 15/1611
<br />75 11211 X 37 3/48
<br />107 3/411 X 53 7/8/1
<br />
<br />ADD ABOVE TO HEIGHT OF wINDOw
<br />PLUS MULL, SEE YOUR MANUFACTURER
<br />FOR EXACT MULL THICKNESS THAT wILL
<br />BE USED FOR YOUR OPENING
<br />PLUS ALLO'v/ FOR FRAMING ABOVE 'v/ITH
<br />A MAXIMUM 1/411 SHIM SPACE FROM THE
<br />wOOD FRAMING TO THE FRME OF THE
<br />wINDOw
<br />
<br />NOTE: ACTUAL R,O, OPENINGS 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 11/4//1
<br />
<br />EXTERIOR DOOR SCHEDULE
<br />
<br />INTERIOR DOOR SCHEDULE
<br />
<br />MASONRY R,O,
<br />33 5/8H X 838
<br />35 5/8H X 8311
<br />39 5/8H X 8311
<br />64 9/1611 X 83'1
<br />68 9/16/1 X 838
<br />79 9/168 X 8311
<br />32 5/8H X 8311
<br />35 5/8H X 83/1
<br />39 518" X 83'
<br />64 9/16/1 X 8311
<br />68 9/16/1 X 83/1
<br />79 9/16H X 83'1
<br />13 9/16/1 \.IIDE
<br />SAME HEIGHT
<br />AS DOOR UNIT
<br />15 9/16/1 \.IIDE
<br />SAME HEIGHT
<br />AS DOOR UNIT
<br />ADD SIDELIGHT MEASUREMENT PLUS 1/411
<br />TO DOOR UNIT SIZE TO ACHIEVE R,O,
<br />
<br />STRUCTURAL PANELS
<br />
<br />NOTE: 1/211 PLYwOOD OR oSB STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND THE BOTTOM PLATE
<br />Ro'v/S OF 10d NAILS @311 o,C, @BoTH MEMBERS OF DBL TOP PLATE AND DBL ROw 10d @3' O,C, @ BOTTOM PLATE. NAIL Ro'v/S SHALL BE 1/211 MINIMUM FROM EDGE OF PLATES
<br />PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" O,C, @ EDGES AND 6/1 MAX IN FIELD (NAIL PATTERN AS SPECIFIED PROVIDES 850#/LINEAR FT)
<br />NOTE: wHERE wINDOwS OR DOORS INTERRUPT THE wOOD STRUCTURAL SHEA THING AND 'v/ITHIN 4 FT OF EACH CORNER AND BOTH SIDES OF 'v/INDOw AND DOOR
<br />OPENINGS USE SIMPSON DSP AT ALL CONNECTIONS OF STUDS TO TOP PLATE ~ AT ALL STUD TO PT 2/1x48 BOTTOM PLATE CONNECTIONS APPLIED PER SIMPSON SPECIFICATIONS
<br />(SIMPSON DSP RATED 825# UPLIFT)
<br />
<br />EXTERIOR OPENINGS:
<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 olS
<br />5/0X6/8 OIS
<br />5/4X6/8 OIS
<br />6/0X6/8 OIS
<br />1211X 6/8
<br />SIDELIGHT
<br />
<br />IT \.IILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE 'v/INDO'v/S AND DOORS ARE INSTALLED AS PER THE MANUFACTURERS
<br />ENGINEERED DRA'v/INGS AND THAT A COpy OF SAID DRA'v/INGS ARE ON THE JoBSITE AT THE TIME OF
<br />INST ALLA TION.
<br />
<br />FRAMING INSPECTION:
<br />
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING
<br />THE FRAMING INSPECTION, (FBC 105,6)
<br />
<br />FOUNDATION INSPECTION:
<br />
<br />14'X 6/8
<br />SIDELIGHT
<br />
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S
<br />USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A SPRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
<br />
<br />EXTERIOR wINDOwS & DOORS:
<br />
<br />PLANS ILLUSTRATE THAT ALL EXTERIOR 'v/INDO\.lS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE 'v/ITH ANSI/AMMA/N'v/'v/DA 101/1$2 STANDARD
<br />AND BEAR AN AMMA DR 'v/DMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, CFBC 1707.4,2,1)
<br />
<br />PLAN DETAILS ILLUSTRATE THAT ALL EXTERIOR 'v/INDO'v/S AND DOORS! SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURE SPECIFIED, CFBC 1707.4.4,1)
<br />PLAN DET AILS ILLUSTRA TE THA T ALL EXTERIOR 'v/INDo'v/S AND DOORS \.IHERE BUCK THICKNESS IS LESS THAN 1 1/28 INCHES1 SHALL BE ANCHORED THROUGH
<br />THE JAMB INTO THE STRUCTUAL SUBSTRATE, (FBC 1707.4.4,2)
<br />PLAN DETAILS ILLUSTRATE THAT ALL EXTERIOR \.IINDowS AND DOORS \.IHERE BUCK THICKNESS IS 1 1/2H INCHES OR GREATER! THE BUCK MUST BE ATTACHED IN A MANNER THAT
<br />TRANSFER THE LOAD DIRECTL Y TO THE STRUCTURE, wINDOwS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE wOOD BUCK, CFBC 1707.4.4,2)
<br />PLAN DETAILS ILLUSTRATE THAT THE wINDOwS BUCK SHALL EXTEND BEYOND THE INTERIOR LIP OF THE wINDOw, CFBC 1707.4.4,2)
<br />PLAN DETAILS ILLUSTRATE THAT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED DR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS
<br />TO THE ROUGH OPENING SUBSTRA TE, CFBC 1707.4,5.1 - 1707.4,5.4)
<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 />188 X 81 1/2/1
<br />20H X 81 1/2/1
<br />228 X 81 1/28
<br />2611 X 81 112"
<br />30/1 X 81 112/1
<br />3211 X 81 112"
<br />348 X 81 1/2H
<br />39' X 81 1/2"
<br />51/1 X 81 112'
<br />63" X 81 1/2/1
<br />6711 X 811/2/1
<br />75' X 81 1/2/1
<br />
<br />ALL OPENINGS ALLO'v/ FOR 3/4H BUCK
<br />ON EACH SIDE OF DOORS 'v/ITH 1/4/1 SHIM
<br />EACH SIDE AND 3/4/1 AT TOP \.11TH 1/4/1
<br />SHIM, THESE OPENINGS HA VE TO BE
<br />EXACT AND PLUMB TO MEET FLORIDA
<br />BUILDING CODE 2001 SPECIFICA TIONS
<br />
<br />FOR wOOD FRAME OPENINGS DEDUCT 1 1/2/1
<br />FROM \.IIDTH AND 3/4H 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 CONSTRUCTION,
<br />
<br />I hereby certify tho. t I ho. ve reviewed this plo.n o.nd found it to be in
<br />cOMplio.nce with section 1606 of the Florido. Building Code) 2001 edition)
<br />
<br />'--
<br />
<br />~
<br />
<br />Do. via WI SMith) P,E,
<br />
<br />I
<br />
<br />\
<br />'V \'V'lI
<br />
<br />DAVID Cl\RR
<br />DOGWOOD LANE
<br />
<br />D .W . S M I r1' I-I , P . E .
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTDN DRIVE-DADE CITY, rLDRIDA 33525
<br />PHONE 352-521-0865 FAX 352-521- 0867 E -HA I L: zephyr27@gk net
<br />
<br />RICK GOLLHARDT - DRAFTSMAN
<br />
<br />SHEET or
<br />
<br />ENGINEER NOTES
<br />STANDARD NOTES
<br />
<br />2 OF 12
<br />
<br />DATE
<br />
<br />SCALE
<br />
<br />JOB NO.
<br />
<br />21 FEB 2005
<br />
<br />2005-17
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />CARR CONSTRUCTION, INC
<br />
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D.W.SMITH,P.E.
<br />
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