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MASONRY TIE BEAM AT GRID 'B':
<br />(2) COURSE K.O. BLOCK w/
<br />(1) #5 CONT. IN EACH COURSE.
<br />BOTT./BM. ELEV. = 16'-0"
<br />(1) #6 AT CORNERS (TYP.)----\
<br />REFER TO 4/S4.1 FOR
<br />MORE INFO.
<br />n
<br />U
<br />S.M:
<br />8
<br />S4.1
<br />MASONRY TIE BEAM AT GRIDS
<br />'1' & '6':
<br />(2) COURSE K.O. BLOCK w/ (1) #5
<br />CONT. IN EACH COURSE. STEP TIE
<br />BEAM w/ SLOPED DECK AS REQUIRED.
<br />SEE 7/S4.2
<br />CONT. L4 x 4 x 1/4
<br />AT DECK BEARING (TYP.)
<br />REFER TO 4/S4.2 FOR g (SIM.)
<br />SPLICE CONNECTION. S4.2
<br />18'-0"
<br />TOP/MASONRY
<br />AT ROOF ACCESS
<br />INDICATES PRE-ENGINEERED
<br />METAL AWNING BY OTHERS. --,,,,
<br />REFER TO ARCHITECT DWG's.
<br />FOR MORE INFO.
<br />C
<br />22'-8"
<br />TOP/12" MASONRY
<br />��
<br />5
<br />18'-0"
<br />'
<br />o
<br />I
<br />I
<br />,_ „
<br />TOP/MASONRY
<br />o =
<br />1'-8
<br />2'-10"
<br />mot-
<br />►- �
<br />1�0
<br />x
<br />O
<br />- -
<br />5
<br />�L
<br />29'-4"
<br />10X4X3/16
<br />4) SPACES AT 5'-0" O.C. = 20'-
<br />11 1-7
<br />�DECK
<br />I)
<br />SPAN-
<br />HSS 4 X 2 X 1/4
<br />3
<br />S4x4x1/4 HS1
<br />TYPICAL
<br />CONT. L3 x 3 x 1/4 15 1.1 I
<br />DECK ANGLE
<br />(3 SIDES)
<br />MITRE HSS MEMBERS AT
<br />CORNERS. FULLY WELD
<br />TOGETHER IN SHOP AS
<br />ALLOWED. GRIND SMOOTH HATCH INDICATES EXTENT OF
<br />FOR SEAMLESS UNION (TYP.) 4 METAL STUD CANOPY FRAMING AT
<br />S16" O.C. MAX. (TYP.) REFER TO
<br />SECTIONS FOR SIZE AND GAGE.
<br />2
<br />_ -- -- -
<br />toe
<br />--- -CB2-v--- -Y----
<br />--W__,.�
<br />�I
<br />S3.2
<br />W BX1877
<br />_
<br />7
<br />_
<br />_ _ - _ _
<br />CB
<br />o�
<br />1x
<br />C 5 ZIU
<br />X� x�
<br />x'�
<br />-
<br />------------------
<br />r, INDICATES
<br />ADDITIONAL POINT
<br />I
<br />\7 �''
<br />\- ice/
<br />'
<br />\\ // LOADS AT JOIST
<br />C-0
<br />.
<br />- -
<br />EF-1
<br />--- -
<br />300 LBS
<br />----------
<br />f
<br />---- =�----
<br />..
<br />- I -RTC-
<br />11
<br />--- - ---
<br />- --
<br />-- -
<br />--
<br />----------------
<br />--------------------
<br />----- - - -
<br />- -- --------- ---- ,-----
<br />-
<br />--
<br />,,-
<br />500 LBS
<br />�
<br />L2 1/2 x 2 1/2 x 1 /4
<br />'r
<br />X-BRACING AT EA. END
<br />x0
<br />,�0 ��
<br />�-
<br />OF W8 (TYP.)
<br />x x
<br />- _ _
<br />W 8X18
<br />- -_ - -
<br />REF: 11 /S4.2
<br />18K3SID
<br />N
<br />O�
<br />-
<br />18 K 3
<br />Y Y
<br />---
<br />-,--��� --
<br />/ \\
<br />---------
<br />----------
<br />-- -------------
<br />----------------------------
<br />- --
<br />----�-w
<br />-------
<br />---------------------
<br />------------------ --=
<br />----
<br />STEEL FRAMING ANGLES BELOW
<br />HATCH INDICATES METAL
<br />0-
<br />S.M.
<br />CURB. REF: 1/S4.2
<br />STUD WALL FRAMING ABOVE
<br />I
<br />METAL DECK. REFER TO
<br />=
<br />LIJ
<br />BRIDGING EQUALLY SPACED BETWEEN
<br />WALL SECTIONS FOR SIZE,
<br />tj
<br />o
<br />SUPPORTS w/ X-BRIDGING AT END
<br />SPACING, AND GAGE.
<br />V)
<br />BAYS. ALL JOIST BRIDGING PER
<br />'
<br />�/r__
<br />M
<br />STEEL JOIST INSTITUTE (SJI)
<br />x
<br />x�����
<br />CU
<br />W 8X18
<br />16'-8"
<br />REQUIREMENTS.300
<br />---------
<br />-----
<br />LBS
<br />_
<br />--
<br />__
<br />_ 11 -__
<br />0 MASONRY------
<br />,�'�
<br />LOW 0 E (BE CK)
<br />0 F D
<br />i-kr
<br />���\- -
<br />---------- - - -----
<br />----- -------------
<br />----HSS 2 1/2 x 2 1/2 x 1/4--------------
<br />----------
<br />'� !
<br />RTU-2
<br />FLAT WITH LEGS_____J
<br />HATCH INDICATES PRECAST
<br />� ----' 1,500
<br />LBS
<br />�
<br />DOWN, OVER DECK 2-6
<br />LINTEL BEAM. REFER TO
<br />REF: 8/S4.2 TO � OF HSS
<br />CONCRETE LINTEL SCHEDULE
<br />��
<br />THIS SHEET (TYP'_1I"
<br />(7 SPACE
<br />AT 5 -O" O.C. = 35'-0"
<br />3'_10"
<br />(7) SPACES AT 5'-0" O.C.
<br />= 35'-0"
<br />K.O. BLOCK w/ (1) #5 CONT. AT
<br />TOP OF PARAPET WALLS (TYP.)
<br />U.N.O.
<br />HATCH INDICATES 12" MASONRY PARAPET w
<br />#6 AT 48" O.C. MAX. (TYP.) U.N.Q. (LAP
<br />SPLICE w/ REINFORCING FROM BELOW).
<br />REFER TO PLAN FOR ADDN'L./SPECIFIC
<br />REINFORCING REQUIREMENTS.
<br />MASONRY TIE BEAM AT GRID 'C':
<br />(2) COURSE K.Q. BLOCK w/
<br />(1) #5 CONT. IN EACH COURSE.
<br />BOTT./BM. ELEV. = 15'-4"
<br />CONCRETE LINTEL SCHEDULE
<br />MARK
<br />SIZE
<br />REINFORCING BARS
<br />COMMENTS
<br />L-1
<br />12" X 8"
<br />(1) #5 CONT.
<br />TYPE A
<br />L-2
<br />8" X 16"
<br />(2) #5 CONT.
<br />TYPE B
<br />.- .
<br />(TYPE A) (TYPE E3)
<br />NOTES:
<br />1. REFER TO 9/S4.1 FOR ADDITIONAL PRECAST LINTEL REQUIREMENTS.
<br />2. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID,
<br />19'-4" ^
<br />TOP/MASONRY `14
<br />J
<br />co
<br />M
<br />CANTILEVER t
<br />HSS 4X2END x
<br />MITRE PRECAST LINTELS AT-'*"`.2
<br />BEARING. PROVIDE CORNER BARS
<br />AT L-2 AND GROUT SOLID. = 2'-11
<br />MITRE HSS MEMBERS AT
<br />CORNERS. FULLY WELD
<br />TOGETHER IN SHOP AS
<br />ALLOWED. GRIND SMOOTH
<br />2
<br />M.
<br />w
<br />o
<br />V)
<br />I_2
<br />l 14�
<br />DECK \
<br />SPAN'
<br />(2) EQUAL SPACES
<br />HSS 10 X 4 X 3/16 (LSV)
<br />19'-4"
<br />TOP/MASONRY
<br />10 W
<br />S4.2
<br />2
<br />SO.1
<br />24„ 19'-4" ,-
<br />TOP/MASONRY
<br />J.B. <16'-8 3 8"> C
<br />5 HATCH INDICATES 8" MASONRY PARAPET w/
<br />N S4.2 #6 AT 48" O.C. MAX. (TYP.) U.N.O. (LAP
<br />SPLICE w/ REINFORCING FROM BELOW).
<br />- =-CANTILEVER REFER TO PLAN FOR ADDN'L./SPECIFIC
<br />o HSS 4 X 2 END REINFORCING REQUIREMENTS.
<br />J.B. <16'-6 7/8">
<br />O
<br />O
<br />0
<br />19,_4"
<br />2'-0" TOP/MASONRY,
<br />e\-
<br />HSS4x2x1/4
<br />TYPICAL
<br />FOR SEAMLESS UNION (TYP.) 10 OUTSIDE OF HS5
<br />1"0 ROD (A36) w/ CLEVIS 3
<br />AND TURNBUCKLE (X3) 4 S3.1 2
<br />CONT. L3 x 3 x 1/4
<br />DECK ANGLE
<br />(3 SIDES) ROOF FRAMING PLAN
<br />SCALE: 1 /4" = 1'-0" 6
<br />NORTH
<br />CONCRETE BEAM SCHEDULE
<br />REINFORCING
<br />MARK
<br />SIZE
<br />COMMENTS
<br />CONT. BARS
<br />STIRRUPS
<br />CB1
<br />8" X 24"
<br />(2) #6 TOP, MID.
<br />& BOTT.
<br />#3 AT 10" O.C.
<br />TYPE A
<br />(BOTT./BM. = 12'-0 3/8")
<br />C132
<br />8" X 32"
<br />(4) #6 TOP AND BOTT.,
<br />(2) #6 MID.
<br />#3 AT 14" O.C.
<br />TYPE B
<br />(BOTT./BM. = 12'-0")
<br />�1
<br />I 1 V)
<br /><I I:
<br />m
<br />1"4i(TO
<br />1 1/2" CLR. TYP.
<br />UD.,
<br />STIRRUPS) 1,L!)
<br />TYPE A TYPE E3
<br />NOTES:
<br />1. REFER
<br />TO 10/S4.1 FOR TYPICAL CONCRETE BEAM REINFORCING DETAIL.
<br />2. BEAM
<br />DEPTHS MAY BE INCREASED AS REQUIRED FOR MASONRY COURSING. COORDINATE WITH ARCHITECTURAL
<br />REQUIREMENTS.
<br />ROOF FRAMING PLAN NOTES:
<br />1. METAL ROOF DECK AT MAIN BUILDING SHALL BE 1 1/2" DEEP, 22 GA.,
<br />GALVANIZED (G60), TYPE "B". FASTEN ROOF DECK w/ (5) 5/8" DIAMETER
<br />PUDDLE WELDS AT EACH SUPPORT AND (4) #10 TEK SCREW SIDELAP
<br />FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 11/S4.1
<br />2. METAL ROOF DECK AT EXTERIOR CANOPY SHALL BE 1 1/2" DEEP, 22 GA.,
<br />GALVANIZED (G60),TYPE "B". FASTEN ROOF DECK w/ (7) 5/8" DIAMETER
<br />PUDDLE WELDS AT EACH SUPPORT AND (2) #10 TEK SCREW SIDELAP
<br />FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 11/S4.1
<br />ALTERNATE TO TYPE B DECK -- EPICORE ER2R-20 METAL DECK OR
<br />APPROVED EQUAL.
<br />3. JOIST SPACING = SEE PLAN
<br />4. ROOF SLOPE = 1/4" PER FOOT (MIN.) U.N.O.
<br />5. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF
<br />MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL
<br />EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION.
<br />REFER TO DETAILS 12/S4.1, 1/S4.2, AND 2/S4.2
<br />6. MECHANICAL CONTRACTOR SHALL VERIFY THAT WEIGHT OF ACTUAL
<br />EQUIPMENT INSTALLED DOES NOT EXCEED MAXIMUM OPERATING WEIGHT
<br />OF EQUIPMENT SHOWN ON PLAN.
<br />7. "SP" INDICATES SPECIAL JOIST LOADING. ADDITIONAL LOADS ON JOIST
<br />ARE PER PLAN.
<br />8. INSTALL ROOF TOP EQUIPMENT ON DESIGNATED "SP" JOISTS ONLY.
<br />DO NOT PLACE ANY ROOF TOP EQUIPMENT ON STANDARD "K"
<br />SERIES JOISTS.
<br />9. J.B. < > = JOIST BEARING ELEVATION U.N.O. REFER TO PLAN.
<br />10. S.M. = INDICATES STEP TOP/MASONRY PARAPET.
<br />11. REFER TO 1 /S0.1 FOR DESIGN WIND CRITERIA.
<br />PROFESSIONAL ENGINEERING, INC,
<br />16912 Melissa Ann Dr . Lutz FL . 33558
<br />Ph:813.963.1906 STRUCTURAL
<br />do
<br />3336 Grand Blvd, Suite 201
<br />Holiday, Florida 34690
<br />Ph. 727.815. 3336
<br />1
<br />pment
<br />907 S. FF. HARRISON AVENUE
<br />SUITE 102
<br />CLEARWATER, FL 33756
<br />727-210-1900
<br />TO THE BEST OF THE KNOWLEDGE OF THE
<br />ARCHITECTS AND ENGINEERS, SAID PLANS AND
<br />SPECIFICATIONS
<br />COMPLY WITH THE APPLICABLE
<br />MINIMUM BUILDING CODES AND THE APPLICABLE
<br />MINIMUM FIRE SAFETY STANDARDS
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<br />04.06.18
<br />date
<br />17060
<br />comm. no.
<br />ROOF FRAMING
<br />PLAN
<br />S2,81
<br />Alan C. Guenther, P.E. #53308 / C.A. #26813 1
<br />
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