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GENERAL NOTES
<br />ALL SUBCONTRACTORS WILL BE RESPONSIBLE OF MEETING ACTUAL BUILDING CODES
<br />ALSO SHALL FIELD VERIFY ALL THE MEASUREMENTS
<br />1, CODES,
<br />1.1 FLORIDA BUILDING CODE 2020 7TH EDITION, RESIDENTIAL.
<br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99)
<br />1.5 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES'
<br />BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION.
<br />2.0 DESIGN CRITERIA
<br />2.1 DWELLING FLOORS- 40 PSF LIVE LOAD + 15 PSF DEAD LOAD
<br />2.2 BALCONIES - 40 PSIF LIVE LOAD +15 15 PSF DEAD LOAD.
<br />2.3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF T/C & 10
<br />PSF B/C) DEAD LOAD FOR SHINGLE ROOFSj 25 PSF (15 PSF T/C & 10 PSF B/C)
<br />DEAD LOAD FOR CONCRETE TILE ROOF.
<br />2.4 WIND 145 MPH, 3 SECOND GUST, EXPOSURE 'B', IMPORTANCE FACT13R 1,10
<br />6. WOOD
<br />2.5 NET UPLIFT DEAD LOADS 10 PSF SHINGLEj 15 PSF TILE.
<br />6.1 WOOD STRUCTURAL FRAMING MEMBERS
<br />WALL STUDS -SPF STUD OR CONSTRUCTION GRADE
<br />TOP AND BOTTOM PLATE -SPF STD & BTC
<br />BOTTOM PLATE IN CONTACT WITH MASONRY
<br />-#3 SYP FIT
<br />I JOIST SQUASH BLOCK 1. -SPF STUD OR CONSTRUCTION GRADE
<br />TRUSS BRACING AND BLOCKING -SPF STUD OR CONSTRUCTION GRADE
<br />FURRING L B,U.C. STRIP
<br />-#3 SYP PT
<br />- 91=1250 PSI AND A ma
<br />(UNLESS NOTED OTHERWISE ABOVE)#2 SOUTHERN YELLOW PINE WITH AN
<br />AN ALLOWABLE BENDING STRESS TO PER NDS DULES
<br />OF ELASTICITY
<br />- 1.600,000 PSI
<br />6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE
<br />'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES' BY
<br />THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB LATEST EDITION AND QST-
<br />LATEST EDIT113N
<br />BE PRESSURE TREATED.
<br />6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO
<br />6.4 ROOF SHEATHING, (APA RATED EXPOSURE 1) 1/2' PLYWOOD OR 7/16 OSB
<br />MINIMUM SHINGLE OR TILE,
<br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
<br />MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
<br />WOODEN TOP PLATES
<br />6,6 5/8' X 7' EXPANSION BOLT OR 112' X 8' A.B. BOLT MAY BE USED
<br />INTERCHANGEABLY
<br />6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16' T X 1/4'
<br />LONG MASONRY SCREW FOR EVER (2) - 10d NAILS,
<br />6.8 SIMPSON PA51 EMBEDDED STRAPS MAY BE REPLACED USING SIMPSON MTS48
<br />STRAPS WITH 20 - 12d NAILS THRU SHEATHING & INTO STUDS ABOVE & (10) -
<br />3 1/6' T x 1 1/4' LONG MASONRY SCREWS,
<br />6.9 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING, IF .099 DIA
<br />NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIRED TO THE FOLLOWING
<br />SCHEDULE, (SEE 7/S6 FOR LOCATIONS IF APPLICABLE)
<br />WAL13
<br />A. NAIL AT BASE 15' o.c. W/6d BOX NAIL
<br />B. NAIL AT TOP PLATE 1.5' oz. W/6d BOX NAIL
<br />C. NAIL OPENING PERIMETER @ 1.5' o,c. W/6d BOX NAIL
<br />E. STAGGER ALL VERT. JOINTS & NAIL III 2'o,c. W/6d BOX NAIL
<br />F, NO SPLICE @ HEADER NAIL SHEATHING TO HEADER W/6d BOX NAIL @ 2' o.c.
<br />ROOf
<br />A. 2' oz, BOUNDARIES.
<br />B. 3' cz, EDGES
<br />C. 6' oz, FIELD
<br />FOUNDATION NOTES
<br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF.
<br />3. 5OfL
<br />Fkt material shall be compacted to 957 and tests are required For all fill of 24' or more
<br />measured from the existing grade to the top of fIli. All structure( foundations shall be
<br />carried to existing grade,
<br />4. CONCRETE
<br />4.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYSi 2500 PSI (NORMAL WEIGHT)
<br />4.2 REINFORCING BAR& ASTM A615 (GRADE 40)
<br />4.3 WELDED WIRE FABRIC (WWF), ASTM A185
<br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315,
<br />4.5 CONCRETE C13VERAGE OF REINFORCEMENT, FOOTING 3' BOTTOM AND SIDES,
<br />4.6 EARTH SUPP12RTED SLABSj (INCLUDING EXTERIOR WALK AND DRIVE SLABS 3
<br />DEPTH OF SLAB, FIBER MESH MAY BE USED IN LIEU OF WWF AT CONTRACTORS
<br />1/21 THICK MIN., REINFORCED WITH 6 X 6 - W 1.4 X W 1.4 WWF AT MID -
<br />OPTION
<br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />4.8 LAP SPLICE SHALL BE AS FOLLOWS #5 BAR 25', #4 BAR 20' #3 BAR 15'
<br />4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2020 7th EDITION
<br />(SEE TERMITE PROTECTION DETAIL PAGE)
<br />GENERAL MASONRY NOTES,
<br />1. MASONRY UNITS, 1AW ASTM C90
<br />2, MORTARi TYPE M OR TYPE S IAW SBC TABLE 1402.8 IS REQUIRED TO BE
<br />TYPE M OR TYPE S.
<br />3. GROLITi 3/8' MAXIMUM AGREGATE, 8' - 11' SLUMP 2500 PSI OR ASTM C476
<br />4. CONCRETE, 2500 PSI MIN. COMP STRENGHT AT 28 DAYS FOR FOOTING&
<br />2500 PSI FOR SLABS ON GRADE.
<br />5. REINFORCING STEELs GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH
<br />ASTM A615, A616, A70
<br />TERMITE SPECIFICATIONS
<br />1 A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE
<br />TREATMENT PROVIDER AND NEED FOR
<br />RE -INSPECTION AND TREATMENT OF CONTRACT
<br />RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE
<br />POSTED NEW THE WATER HEATER OR ELECTRIC
<br />PANEL. (FBC 104.2.6)
<br />2. CONDENSATE AND ROOF DOWN SPOUTS SHALL
<br />DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING
<br />SIDEWALKS. (FBC 1503.4.4)
<br />3. IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL
<br />RISERS AND SPRAY HEADS SHALL NOT BE
<br />INSTALLED WITHIN V-0" OF THE BUILDING SIDE
<br />WALLS. (FBC 1503.4.4)
<br />4. TO PROVIDE FOR INSPECTION FOR TERMITE
<br />INFESTATION, BETWEEN WALL COVERING AND FINAL
<br />SHALL NOT BE LESS THAN 6 INCHES.
<br />EARTH GRADE
<br />EXCEPTION: PAINT OR DECORATIVE CEIVIENTATIOUS
<br />FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY
<br />TO THE FOUNDATION WALL. (FBC 1403.1.6)
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL
<br />EXCAVATION AND BACK FILL IS COMPLETE. (FBC
<br />1816.1.1)
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT
<br />SHALL BE RETREATED INCLUDING SPACES BOXED
<br />AND FORMED. (FBC 1816.1.2)
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR
<br />SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL
<br />BE MADE WITH PERMANENT METAL OR PLASTIC
<br />FORMS. PERMANENT FORMS MUST BE OF A SIZE
<br />AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE
<br />OF SOIL AFTER THE INITIAL TREATMENT. (FBC
<br />1816.1.3)
<br />8. MINIMUM 6 MIL VAPOR RETARDER MUST BE
<br />INSTALLED TO PROTECT AGAINST RAINFALL DILUTION.
<br />IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT, RETREATIVIENT IS REQUIRED. (FBC
<br />1816.1.4)
<br />9. CONCRETE OVERPOUR AND MORTAR ALONG THE
<br />FOUNDATION PERIMETER MUST BE REMOVED BEFORE
<br />EXTERIOR SOIL TREATMENT. (FBC 1816.1.5)
<br />1O.SOIL TREATMENT MUST BE APPLIED UNDER ALL
<br />EXTERIOR CONCRETE OR GRADE WITHIN V-10" OF
<br />THE STRUCTURE SIDEWALLS. (FBC 1816.1.6)
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE
<br />INSTALLED AFTER CONSTRUCTION IS COMPLETE
<br />INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL
<br />DISTURBED AFTER THE VERTICAL BARRIER IS
<br />APPLIED, SHALL BE RETREATED. (FBC 1816.1.6)
<br />12.ALL BUILDINGS ARE REQUIRED TO HAVE
<br />PRE -CONSTRUCTION TREATMENT. (FBC 1816.1.7)
<br />13.A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO
<br />THE BUILDING DEPARTMENT BY A LICENSED PEST
<br />CONTROL COMPANY BEFORE A CERTIFICATE OF
<br />OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF
<br />COMPLIANCE SHALL STATE: THE BUILDING HAS
<br />RECEIVED A COMPLETE TREATMENT FOR THE
<br />PREVENTION OF SUBTERRANEAN TERMITES. THE
<br />TREATMENT IS IN ACCORDANCE WITH THE RULES
<br />AND LAWS OF THE FLORIDA DEPARTMENT OF
<br />AGRICULTURE AND CONSUMER SERVICES." (FBC
<br />1816.1.7)
<br />Excerpt of Table R301.2(2) in the 71h Edition (2020) FBCR
<br />Zone
<br />Effective
<br />Wind
<br />Area (ft')
<br />Ultimate Design Wind
<br />Speed, Vwt (mph)
<br />150
<br />160
<br />Pos
<br />Neg
<br />Pos
<br />Neg
<br />1,119
<br />10
<br />10.0
<br />-38.7
<br />11.2
<br />-44.0
<br />10119
<br />20
<br />10.0
<br />-34.4
<br />10.5
<br />-39.1
<br />1144
<br />CD
<br />di
<br />r1%
<br />1, jog
<br />50
<br />10.0
<br />-28.6
<br />29.9
<br />-32.5
<br />1X9
<br />100
<br />10.0
<br />-24.3
<br />29.9
<br />-27.6
<br />2
<br />10
<br />10.0
<br />-51.0
<br />11.2
<br />-58.1
<br />2
<br />20
<br />10.0
<br />-45.5
<br />10.5
<br />-51.8
<br />2
<br />50
<br />10.0
<br />-38.1
<br />29.9
<br />43.3
<br />2
<br />100
<br />10.0
<br />-32.5
<br />10.0
<br />-37.0
<br />3
<br />10
<br />10.0
<br />-69.6
<br />11.2
<br />-79.1
<br />3
<br />20
<br />10.0
<br />-58.4
<br />10.5
<br />-66.5
<br />3
<br />so
<br />10.0
<br />-43.6
<br />10.0
<br />-49.6
<br />3
<br />100
<br />10.0
<br />-32.5
<br />10.0
<br />-37.0
<br />1, 2e
<br />10
<br />18.1
<br />-34.6
<br />20.6
<br />-39.3
<br />1, 2e
<br />20
<br />15.6
<br />-34.6
<br />17.8
<br />-39.3
<br />to
<br />1, 2e
<br />so
<br />12.3
<br />-29.4
<br />14.0
<br />-33.5
<br />1, 2e
<br />100
<br />10.0
<br />-25.3
<br />11.2
<br />-28.8
<br />2n,2r..3e
<br />10
<br />18.1
<br />-55.2
<br />20.6
<br />-62.8
<br />19
<br />A
<br />2n,2r,3e
<br />20
<br />15.6
<br />-48.4
<br />17.8
<br />-55.0
<br />2n,,2r,,3e
<br />so
<br />12.3
<br />-39.3
<br />14.0
<br />-U.7
<br />2n,2r,,3e
<br />100
<br />10.0
<br />-32 .5
<br />11.2
<br />-37.0
<br />4-
<br />0
<br />3r
<br />10
<br />18.1
<br />-65.4
<br />20.6
<br />-74.5
<br />3r
<br />20
<br />15.6
<br />-55.2
<br />17.8
<br />-62.8
<br />3r
<br />so
<br />12.3
<br />-40.8
<br />14.0
<br />-46.4
<br />3r
<br />100
<br />10.0
<br />-40.8 1
<br />11.2
<br />-46.4
<br />Excerpt of Toble R301.2(3) in the 7h Edition (2020) FBCR
<br />MEAN ROOF
<br />HEIGHT
<br />EXPOSURE CATEGORY
<br />B
<br />C
<br />D
<br />is
<br />0.82
<br />1.21
<br />1.47
<br />20
<br />0.89
<br />1.29
<br />1.55
<br />25
<br />0.94
<br />1.35
<br />1.61
<br />30
<br />1.00
<br />1.40
<br />1.66
<br />r
<br />0.2 1 r
<br />1
<br />I
<br />0 8h
<br />-1
<br />6
<br />101 (D 011z
<br />I
<br />I
<br />I L. - j
<br />L low =0 W iml oniii
<br />PLAN
<br />Gable and Flat Roofs 0:5 70
<br />t
<br />t
<br />Gable and Flat Roofs 70 < 0 S 450
<br />�ez_vll j.��
<br />e; k
<br />t
<br />I I
<br />I I
<br />I I
<br />I 1
<br />6: (D C2,
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<br />-
<br />r3a n
<br />1 121
<br />PLAN
<br />PLAN
<br />h
<br />----J-
<br />EL1VAn0N
<br />h
<br />- UL -EV-A i'll 0 N
<br />R
<br />ELEVATION
<br />CONT
<br />rrrN,
<br />1 1OOK
<br />T #5 BAR
<br />D BEAM
<br />#5 CONTI FROM
<br />FOUNDATION
<br />1E Q� ��Lnj
<br />31" LONG MIN #5
<br />BAR EPDXIED INTO
<br />CONC.
<br />3/4" 0 X 5" DEEP HOLE
<br />FILLED W/ SIMPSON "SE7
<br />EPDXY
<br />#,0o
<br />MIN. 25" LA
<br />#5 BAR W/ 25"
<br />MIN. LAP SPLICE.
<br />HARDENED
<br />CONCRETE
<br />A
<br />r�7�� � A( Irl AT 7 A,. .,,�,A EQ11'c sm. �tli 5 TO K
<br />5, "O's K �11N !00320)
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<br />�.MARK
<br />80C,0 0'00 RA�S�b PANEL
<br />o, io P
<br />U'A
<br />Ar
<br />-1.�7_ -_ 7' - -7
<br />1 F,7-1 1.17' AD us "11
<br />ov, AC
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<br />fuel TROI 011,1111"
<br />I M, 8" -,A OWN COU COMPUAW OFFICIT
<br />-1* �
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<br />�.',Nui mz'yo
<br />1, 1��17" Illu
<br />GH IMPA, i %TMIW AM' VAI �E CAT 1)
<br />Lu
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<br />FWALF
<br />7 PAN�.
<br />P3
<br />DLL3(N Prr!�,;_Rr
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<br />-4
<br />TYPICAL LINTEL SECTIONS
<br />COMPOSITE LINTEL SECTION
<br />1 #5 BAR ONTINUOS
<br />CONCRETE BLOCK `KNOCKOUV' COURSE
<br />ELLS AND "Us KINTE FILLED W/ CONCRETE
<br />2500 PSI 0 28
<br />LO 11
<br />PRE CAST U BLOCK (SEE DETAIL)
<br />-,J4 BAR ADDED THRU U LINTEL TO
<br />���NS GREATER THAN 12'-0"
<br />SPECIFICOONS
<br />1. BAR STEEL SHALL BE MIN. GRADE 40. DEFORMED EXCEPT ViERE PLAIN
<br />BARS (HOOKED FOR BOND ANCHORAGE) ARE SPECIFICALLY PERMITTED.
<br />2. CONCRETE PRE CAST MEMBERS TO BE MIN. 4000 PSI @ 28 DAYS,
<br />Hip Rooft 70 -c 0 9 450 1
<br />Excerpt of Figure R301.2(7) from the 11 Edition (2020)
<br />PR
<br />F8CR
<br />7 5/8-
<br />7�32 0 PLAIN BAR EACH
<br />L G
<br />P
<br />'-
<br />"
<br />H
<br />3�8 0 RfBV EACH LG
<br />0 ER 4 -8 LENGTHS
<br />9 py
<br />7Y32" STIRRUPS O.0
<br />LENGTHS OVER 14 -8 NED
<br />OR WELDED)
<br />A" BARS ��MAIN REINF.)
<br />SEE SCHEID LE
<br />"B" BARS SEE SCHEDULE
<br />7/32 0 PLAIN BAR EACH
<br />7/32" PLAIN BAR STIRRUPS
<br />POSTITIONERS) @ 4'- 0 " 0. C.
<br />TIED OR WELDED
<br />.2 STRANDS 7/16' - 1 WIRE
<br />STRESS RELIEVED 250 KN
<br />PRE STRESSING CABLE
<br />N, is A" BARS PER SCHEDULE
<br />STRESSED CONCRETE
<br />No.
<br />LENGTH
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED
<br />FILLED
<br />L 1
<br />4' -
<br />0"
<br />48*)
<br />Pre cost
<br />1,875 Lbs
<br />6,048 Lbs
<br />L 2
<br />4' -
<br />6'
<br />54*)
<br />re cost
<br />1.850 Lbs
<br />4,815 Lbs
<br />L 3
<br />5' -
<br />4"
<br />64*)
<br />Pre cost
<br />1,743 Lbs
<br />4,615 Lbe
<br />L 4
<br />5 -
<br />10"
<br />70")
<br />Pre cost
<br />1,575 Lbs
<br />3,744 Lbs
<br />L 5
<br />8' -
<br />8*
<br />78*)
<br />Pre cost
<br />1,565 Lbs
<br />3,260 Lbs
<br />L 6
<br />7' -
<br />6'
<br />90-)
<br />Pre cost
<br />1.550 Lbs
<br />2,887 Lbs
<br />L 7
<br />91 -
<br />4n
<br />(1 12-�
<br />Pre cost
<br />1.025 Lbs
<br />1,747 Lbs
<br />L 8
<br />10' -
<br />6"
<br />�126")
<br />Pre Cost
<br />922 Lbe
<br />1,333 Lbs
<br />L 9
<br />11' -
<br />4'
<br />(136-)
<br />Pre cast
<br />800 Lbs
<br />1,483 Lbs
<br />L 10
<br />12' -
<br />0"
<br />0 44)
<br />Pre cost
<br />750 Las
<br />1,304 Lbs
<br />L 11
<br />1 13' -
<br />4"
<br />(160")
<br />Pre cost
<br />651 Lbs
<br />1.018 Ubs
<br />L 1
<br />-
<br />972;j
<br />_nAt
<br />'stressed
<br />585 Los
<br />909 Lbe
<br />L 1Z-
<br />3
<br />1'44; ::
<br />�11
<br />P'rA.
<br />563 Lbs
<br />1,341 Lbs
<br />L 14
<br />15' -
<br />4-
<br />(184")
<br />Pre stressed
<br />510 Lbe
<br />-
<br />1,210 Lbs
<br />L 15
<br />17- -
<br />4-
<br />(208-)
<br />Pre stressed
<br />387 Ibs
<br />911 Lbs
<br />I Is
<br />IQ* -
<br />0
<br />(232")
<br />Pre stressed
<br />289 Lbs
<br />823 Lbs
<br />KrINFORCING 5ChIfDULt AND LOAD GAPAC! rIE5
<br />LINTEL
<br />LENGTH
<br />BAR
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />BOTTOM REINFORCING BARS
<br />"A" MAIN BARS "B" BARS
<br />MAX. SAFE
<br />LOAD
<br />LINTEL ONLY
<br />SAFE LOAD
<br />ON
<br />COMPOSITE
<br />2'- 10"
<br />2'-Q"
<br />1 1-6-
<br />2. 7/320 NONE
<br />1.000 +
<br />3.000 +
<br />S-6'
<br />S-4-
<br />2'-2*
<br />PLAIN BARS END
<br /># / FT.
<br /># / FT.
<br />4'-0
<br />3*-1 0"
<br />2'-8
<br />HOCKED UP 90
<br />4'-5*
<br />1 4'-4"
<br />3'-2-
<br />FOR 2 1/2"
<br />5'-4-
<br />5'-2-
<br />4'-0'
<br />2. #3 0 NONE
<br />1.000 +
<br />2.100 +
<br />5'- 10"
<br />V-8"
<br />4'-6'
<br /># / FT.
<br /># / FT.
<br />6'-4-
<br />6'-2-
<br />5-0-
<br />6 1-8.
<br />6'-4-
<br />5'-4-
<br />7'-5-
<br />7'-0'
<br />6'-2-
<br />2. #4 0 NONE
<br />800 +
<br />2.250 +
<br />8'-4"
<br />1 7'- 10"
<br />7'-0'
<br /># / FT.
<br /># / FT.
<br />9'-4-
<br />8,-10"
<br />-0.
<br />2. #5 0 NONE
<br />800 +
<br />2,000 +
<br />10,-6"
<br />10'-0"
<br />9'-2-
<br /># / FT.
<br />III / FT.
<br />1 V-4"
<br />IV-10"
<br />10'-0"
<br />2. #5 0 2. #3 0
<br />800 #/FT.
<br />2,000 #/FT.
<br />700 #/FT
<br />1,800 #/FT.
<br />12'-5"
<br />12'-0"
<br />11'-2"
<br />13'-4"
<br />12'-10"
<br />12'-0"
<br />650 #/FT
<br />1,600 #/FT.
<br />14*-0"
<br />600 VFT
<br />1 .700 #/FT,
<br />THE INFORMATION CONTAINED HEREIN
<br />WAS PRODUCED BY CONTEC SOUTH
<br />CONSULTING ENGINEERS, OLDSMAR, FL
<br />Safe Load table for Cost - Crate
<br />Htgh - Strength
<br />Pre cost & Pre stressed U Untels
<br />Pre cast tintets may be supplied by Cast Crete or other bLALcOng code approved pro cast manufacturers
<br />RDWORGING 5CHEDULE AND LOAD CAFACITIlt-5
<br />LINTEL
<br />LENGTH
<br />CLEAR
<br />SPAN
<br />"A" BAR
<br />SCHEDULE
<br />MAX SAFE
<br />LOAD
<br />LINTEL ONLY
<br />SAFE LOAD
<br />ON
<br />COMPOSITE
<br />14'-8"
<br />13'-4"
<br />NONE
<br />650
<br />#/FT.
<br />1,900
<br />#/FT.
<br />15'-4?'
<br />14'-0"
<br />NONE
<br />650
<br />#/FT.
<br />1,810
<br />#/FT.
<br />17'-4"
<br />16'-0"
<br />#4 0
<br />BARS
<br />570
<br />#/FT.
<br />1,580
<br />#/FT.
<br />1 g'- 4"
<br />18'-0"
<br />2. #5
<br />0 BARS
<br />500
<br />#/FT.
<br />1,400
<br />#/FT.
<br />20'-0"
<br />18'-8"
<br />2. #50
<br />BARS
<br />425
<br />#/FT.
<br />1,400
<br />#/FT.
<br />22'-0"
<br />20*-8"
<br />2. #5
<br />0 BARS
<br />380
<br />#/FT
<br />1,220
<br />#/FT.
<br />1 24'-0"
<br />1 22'-8"
<br />2. #5
<br />0 BARS
<br />320
<br />#/FT
<br />1,120
<br />#/FT. _j
<br />Above InformatIon Is based on Cast - Crete (FECP Corp,) brand [InteIs,
<br />Based on tests conducted by Warner F, Rosch, P.E.
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<br />THIS DOCUMENT AND ALL INFORMATION,
<br />DESIGN, CONCEPTS DRAWINGS, DETAILS,
<br />SPECIFICATIONS AND GENERAL NOTES
<br />C NTAINED HEREIN ARE THE EXCLUSIVE
<br />PROPERTY OF "PEAR EDS"
<br />IT SHALL NOT BE COPIED OF TRANSMITTED
<br />IN ANY FORMS OR BY ANY MEAN ELECTRONIC,
<br />MECHANICAL INCLUDING RECORDING
<br />PHOTOCOPYING, INFORMATION STORED &
<br />RETRIEVAL SYSTEMS STRICTLY WITHOUT
<br />THE APPROPRIATE PRIOR WRITTEN PERMISSION
<br />PEAR EDS, LLC THIS DRAWING SHALL BE USED AS A
<br />REFERENCE DOCUMENT AND WORKING INSTRUMENT
<br />ONLY BY AUTHORIZED PERSONNEL.
<br />Engineer of Record
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<br />DATE: 5/10/2023
<br />SCALE: 1/4"=1'
<br />FILE NAME: GONZALEZ
<br />REVISIONS:
<br />NO, DATE DESCRIPTION BY
<br />DRAWING TITLE:
<br />DETAILS 2
<br />WRITTEN DIMENSIONS SHALL HAVE PROECEDENCE
<br />OVER SCALE DIMENSIONS. CONTRACT RS SHALL
<br />VERIFY AND BE RESPONSIBLE FOR DIMENSIONS
<br />AND CONDITIONS OF THE JOB
<br />DRAWING NO.: SHEEFT NO:
<br />%5
<br />SET TOTAL SHEE7S.
<br />5 5/7
<br />
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