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TRANSCRIPT
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ROBERT K. MORISETTE, AIA, NCARB, LEED AP BD+C, CDPFLORIDA REGISTERED ARCHITECT # AR 93259
project number :
drawing scale :
drawing date :
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project info :
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THIS DRAWING IS THE PROPERTY OF MODIS ARCHITECTS, LLC
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT THE PRIOR WRITTEN CONSENT OF MODIS
ARCHITECTS, LLC. THIS DRAWING IS ONLY TO BE USED FOR
THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
IS NOT TO BE USED FOR ANY OTHER PROJECT. SCALES ARE AS
STATED. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL
DIMENSIONS AND CONDITIONS SHOWN HEREON AND AT ONCE
NOTIFY THE ARCHITECT AS TO ANY ERRORS, OMISSIONS,
AND/OR INCONSISTENCIES HE/SHE MAY DISCOVER.
COPYRIGHT © 2016 MODIS ARCHITECTS, LLC
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EQUITY ONE INC.1600 NE Miami Gardens Drive
North Miami Beach, FL 33179
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SECTION SECTION
T3 4/14/2017 ARCHITECT REVISION
SECTIONS
#14009-02-02B
AS SHOWN
January 16, 2017
PERMIT SET
S3.01
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8CSx1px18GA @ 16" O/C
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ROOF JOIST 8CSx1px18GA @ 16" O/C
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W8
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W24
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W8
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W8
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BRACING 2 û ë 3ix3ix 14
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HSS 3i"x3i"xr" WELDED FRAME
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ly"x12"x12"
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(1)-p" (TYP.))
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TYP
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3/16
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TB-1
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W12x14
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W24
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HSS 4"x4"@ 9'-0" O/C (SEE PLAN)
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W12
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HSS 6"x4"xr" (SEE PLAN)
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HSS 8"x8"xr"
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8"x18GA SOLID BLOCKING @ 1/3 HEIGHT
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TYP
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3/16
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T.O. FOOTING
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T.O.STEEL
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T.O.STEEL
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EA. SIDE
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5.5CSx18GA
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HSS 4"x4"xr" BETWEEN VERT. HSS4x4
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T.O. BEAM
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T.O. STEEL
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L4"x4"xy"
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L3"x3"xr"
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WT6x29x1'-0" W/ (4)-i" THRUBOLTS/THREADED RODS W/ WASHERS & NUTS
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SHORE EXISTING STEEL BEAM @ GRID LINE F2.9 PRIOR TO EXISTING COL. REMOVAL. ESTIMATED LOAD ON BEAM = 2500 LBS/FT. SUBMIT S & S CALCS. & SHOP DRAWINGS FOR A/E REVIEW
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(2)-p" A325BOLTS
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1/4
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TYP
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l y"x6"x6" (TYP)
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WT6x29x1'-0"
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8"x18GA SOLID BLOCKING @ 1/3 SPAN & AT SUPPORTS
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T.O.BEAM
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L3"x3"xr" (TYP)
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B1
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p" PLYWOOD SHEATHING FOR SIGN
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FOR ALL SUB-FRAMING USE 4CS18GA @16"
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(4)-#10 SCREWS (TYP)
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4L4x16GAx0'-6" (4)-#10 TO 8CS; (4)-0.145 HILTI PINS TO W24 (TYP) AT EA. JOIST
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RAILINGS & LADDER BY SP. ENGINEER. SUBMIT SS CALC. AND SHOP DWGS. FOR A/E REVIEW
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CATWALK w" STAMPED l GALVANIZED; ATTACH TO 3" METAL DECK W/ #10 BUGLE HEAD SCREWS; 4 ROWS @ 12" O/C; 3"x20GA GALV. METAL DECK SUPPORTED ON HSS FRAMES LOCATED AT EA. HORIZONTAL W12
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TYP
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3/16
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EA. SIDE
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y"l AS NEEDED
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L4"x4"xy" BETWEEN HSS FOR LADDER SUPPORT
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MITER & SHOPWELD HSS 6x4 TO HSS 4x4
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OPTION 1: FOR CONT. JOISTS 8CS USE (6)-#10 TO 4L4; USE FOR CONT. JOISTS 8CS USE (6)-#10 TO 4L4; USE (6)-0.145 HILTI TO W8 (2 ROWS OF 3) (TYP). OPTION 2: FOR DISCONT. JOISTS 8CS USE (4)-#10 TO 4L4 FOR DISCONT. JOISTS 8CS USE (4)-#10 TO 4L4 FOR 14.5' & 5.5' SPANS (TYP); USE (4)-0.145 HILTI TO W8 FOR 14.5' SPAN AND (2)-0.145 HILTI AT 5.5' SPAN (TYP)
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4L4x14GA TO 8CS: (4)-#10; TO W8: (2)-0.145 HILTI (TYP)
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8" CMU W/ #5@48"
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(1)-p" A325 (TYP)
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F
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S4.01
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W8
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CONT. C8x13.75
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TYP
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3/16
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C-1 (BEYOND)
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F-4.0
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F-10x7
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8CSx1px18GA
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N,O
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S4.02
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P
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S4.02
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TYP
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3/16
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EA. SIDE
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HSS 4"x4"@ 9'-0" O/C (SEE PLAN)
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NEW FOOTING FOR SHUTTER SUPPORT; 12"x8" W/ 2#5 CONT.
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HSS 4"x4"xr" BETWEEN VERT. HSS4x4
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REMOVE EXIST. COLS. AS SHOWN ON PLAN & INSTALL NEW STL. COLS
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W8
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W8
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W8
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W12 (BEYOND)
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HSS 8"x8"xr"
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REMOVE EXIST. COLS. AS SHOWN ON PLAN & INSTALL NEW STL. COLS
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8CSx1px18GA
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T.O.STEEL
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T.O.STEEL
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4CSx1px18GA @ 16" O/C
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4x1GA CONT. TRACK AT HSS 6"x4"
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HSS 3i"x3i"xr" WELDED FRAME
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TB-1
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W24
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5.5CSx18GA
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T.O. STEEL
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p" PLYWOOD
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4CSx1px18GA STUDS @ 16' O/C
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BRACING 2 û ë 3ix3ix 14
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ly"x12"x12"
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(1)-p" (TYP.))
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3/16
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WT6x20S
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8"x18GA SOLID BLOCKING @ 1/3 SPAN & W/ SUPPORTS
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T.O. BEAM
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L4"x4"xy"
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L3"x3"xr"
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SHORE EXISTING STEEL BEAM @ GRID LINE F2.9 PRIOR TO EXISTING COL. REMOVAL. ESTIMATED LOAD ON BEAM = 2500 LBS/FT. SUBMIT S & S CALCS. & SHOP DRAWINGS FOR A/E REVIEW
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T.O.BEAM
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W24
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8"x18GA SOLID BLOCKING @ 1/3 HEIGHT
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TYP
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W12x14
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B1
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HSS 4"x4"xr" BETWEEN VERT. HSS4x4
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A
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S4.01
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8CSx1px18GA @ 16" O/C
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ROOF JOIST 8CSx1px18GA @ 16" O/C
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8" CMU W/ #5@48"
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(1)-p" A325 (TYP)
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C
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S4.01
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B
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S4.01
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D
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S4.01
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W8
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CONT. 8"x16GA TRACK W/ (2)-#10 TO 8CS AND (2)-#10 @ 12" TO METAL DECK
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K
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S4.01
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HSS 4"x4"
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HSS 6"x4"
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HSS 4"x4"xr" BETWEEN VERT. HSS4x4
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E
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S4.01
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NEW HSS 8x6/14x10 (SEE PLAN)
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ENLARGE CONC. COL. AROUND HSS14x10; 24" LONG x 14" WIDE; REINF. AS SHOWN.
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#3 TIES THROUGH COL. LENGTH. MATCH SPACING WITH BEAM HOR. REINF.
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r
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c
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h
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i
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e
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Khan & Associates, Inc. Khan & Associates, Inc. Consulting Engineers and Planners 7400 SW 50th TERR. SUITE 105 Miami, Florida 33155 TEL (305)-662-2301 Comm. No. 15-118.00 Comm. No. 15-118.00 FAX (305)-661-3962 CA# EB00029467 CA# EB00029467
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ENGINEER OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED, NOR CHANGED IN ANY FORM OR MANNER WHAT-SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF "KHAN & ASSOCIATES, INC."
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TO THE BEST OF OUR KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z.
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T.A. KHAN FL. P.E. #60994
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1
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S3.01
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SCALE: 1/2"=1'-0"
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2
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S3.01
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SCALE: 1/2"=1'-0"
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NOTE: X-BRACING SHOWN ON THESE X-BRACING SHOWN ON THESE X-BRACING SHOWN ON THESE SECTIONS OCCUR AT EACH LATERAL TOP AND BOTTOM BEAMS AS SHOWN ON PLANS ON DWG. S1.03 AND S1.04
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T3
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T3
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T3