631 BEACH AVE - INTERIOR REMODEL DWGS I
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EXISTING TOP PLATE
TO REMAIN AS IS
DESIGN CODE: 2
2014 FLORIDA BUILDING CODE — RESIDENTIAL
S1.0
FLOOR SHEATHING TO
DESIGN LOADS: ACTUAL AND UNIFORM
REMAIN AS IS
FLOOR — — — Lou P o n t i 8 o and
Associates, Inc.
FLOOR LOADING (cd-1.00)
TOP CHORD LIVE LOAD 40 psf
420 Osceola Avenue
TOP CHORD DEAD LOAD 20 psf
EXISTING
XISTS Iax. Beach, Florida 32250
BOTTOM CHORD LIVE LOAD 0 psf TOREMAINAS IS
—
Ph. 242-0908 Fax.241-9557
BOTTOM CHORD DEAD LOAD 5 psf FL: CA
# 8344 SC:CA#
EXISTING 2x10 LEDGER. CONTACT US WITH YOUR COMMENTS
DEFLECTION CRITERIA: FASTEN TO LVL BEAM w/ COMMENTS @ LP-A.COM
LOAD L 2 40 cn 16 2— ��� ��.
ROOF FRAMING: LIVE LOAD L/360 TOTAL / _ 2— ROWS OF �"x6" SDS
SCREWS 0 12" O.C. SER j- SqB �
EXISTING STEEL BEAM. *,°°,..•�`��•••,�,,....,.•..
CUT THE BEAM TO MAKE 3—PLY
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z NEW 3 PLY 16 LVL ••;2y
GENERAL NOTES: - 61 N
R001 FOR THE NEW EAM = L' ' ° rn
MEANS AND METHODS:
(NEER SHALL NOT HAVE
CONTROL OR BE XISTING FLOOR JOISTS -
RAL ENG OF '
THE STRUCTURAL 0
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RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, �-- �'
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PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS S OF THE --. � •. L `p .• ��°°` �
CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR Q
8X8Xj;"X14" LONG ......���C�,,•`
w STEEL ANGLE FULLY �''' 0
THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN m
ACCORDANCE WITH THE CONTRACT DOCUMENTS. TEMPORARY SHORING CD
WELDED TO STEEL
z BEAM EACH SIDE REVISION DATE
IS THE RESPONSIBILITY OF THE CONTRACTOR
C/) I SEE 3/S1.0
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: x
w
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE TO REMAIN NO STRUCTURAL
LIMITED TO THE REMOVAL OF SPECIFIC POST AND WALL AS SHOWN ON - CHANGES IN
PLAN, ITEMS NOT DESIGNED INCLUDE ATER/WEATHERPROOFING, EXISTING STEEL BEAM TO NEW
— OD ROOF TRUSSES LVL BEAM CONNECTION. TIS AREA
PRE—ENGINEERED WO , FLOOR FRAMING NOT
SPECIFICALLY INDICATED, TRUSS—TO—TRUSS CONNECTIONS, SEE 1 8c 2/S1.0
ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY INDICATED
=FIELD ALTERATION
EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY EXISTING WALL AND STEEL
CONTRACTOR SHALL CONTACT LOU
ES
TO
OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. POST TO BE REMOVED SIMP O DTT2Z MAKIGO&ASSTRUTURAL FIELD
TI TE N HID MAKING ANY STRUCTURAL FIELD
121 MODIFICATIONS WHICH MAY VARY
W7 2
FROM THE INTENT OF THE ORIGINAL
STRUCTURAL STEEL
(TYP ) CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
MATERIALS:
A ASSOCIATES MAY RESULT IN
RING OR
STRUCTURAL STEEL A572 or A992 {50 KSI) — (\ IMPORTANT NOTE: ADDITIONALINSPECTION
INSPECTION FEES.
3r KSI ` N W CONTRACTOR TO VERIFY SOLID BLOCKING BELOW
CHANNELS, ANGLES, PLATES A36 ( )
PIPES
A53 Gr. B (3)2x6 JACKS STUDS & PL 6 2 E THE PAST IN THE FLOOR SYSTEM.
(3)2x6 KING STUDS
HIGH STRENGTH BOLTS A325N _
WELDING ELECTRODES E70XX w/ (2)CS18 STRAPS FROM
NE f PE ING
BEAM TO POST BELOW
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC
EACH END ao EXISTING J ISSPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING — ALLOWABLE
STRESS C�ESIGN AND PLASTIC DESIGN, 14TH EDITION.
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EXISTING FLOOR JOISTS
EXISTING STEMWALL
WELDING
FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWS TO REMAIN AS IS FOUNDATION fi0 REMAIN AS IS
CODE D1 .1 AND VISUALLY CONFORM TO AWS SECTION 6 AND TABLE
6.1 . FABRICATION ERECTION INSPECTIONS BY THE CONTRACTOR PER LL_
/
ALL BE BY ASSOCIATE CERTIFIED INSPECTORS � :•�' ! o '�-
AWS D1 .1 SECTION 6, SH / /, ! l -' �X''X\S
ACI CWI PER AWS QC1 OR AWS B5.1. VERIFICATION INSPECTIONS Lj
SHALL BE BY A CERTIFIED WELDING INSPECTOR WI OR SENIOR -
7
INSPECTOR SWI PER AWS B5.1 ,.
WELDING (SWI) --
1
aA�€LDS SHALL BE MADE
ONLY BY, OPERATORS EXPERIENCED I� $: -w. . ► SECTION
RK INDICATED. WELDING SHALL BE DONE
WO SCALE: 1 4" = 1'-0" � -
H TYPE OF
PERFORMING THE /
ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS
IN ACC S1.0 SCALE: 3/4 . 1 —0
WPS'S WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S.
WELDS NORMALLY EXPOSED TO VIEW IN THE FINISH
{ ) ED WORK SHALL BE
UNIFORMLY MADE AND GROUND SMOOTH. WHERE WELDING IS DONE IN
PROXIMITY TO GLASS OR FINISHED SURFACES, SUCH SURFACES SHALL
BE PROTECTED FROM DAMAGE DUE TO WELD
SPARKS SPATTER OR
TRAMP METAL.
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WELDER QUALIFICATIONS AND (WPS) SHALL BE MAINTAINED AT THE
SITE OF
THE WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION �
UPON REQUEST, BOTH IN THE SHOP AND IN THE FIELD
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STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANT NON—EXPANSIVE,
NON— METALLIC GROUT WITH A MINIMUM 28—DAY COMPRESSIVE
STRENGTH OF 5000PSI WHEN TESTED IN ACCORDANCE WITH ASTM
C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE i
STRUCTURAL GROUT SHALL BE POURED. NO DRY—DAMP PACKING. PLAN VI W
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PRIME: ALL STEEL SURFACES, BOTH EXPOSED AND CONCEALED ARE TO
RECEIVE ONE SHOP COAT OF PAINT AND FIELD SPOT PRIME ALL WELDS,
SCARS CONN., ETC., WHERE PAINT IS DAMAGED. ALL GALVANIZED
STEEL SHALL HAVE ALL WELDS, SCARS, ETC., RE—GALVANIZED IF
NEW LVL BEAM
DAMAGED. 6-3/4" 0 THRU
BOLTS
DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE
CONTRACT DOCUMENTS SHALL NOT BE PERMITTED WITHOUT WRITTEN
PERMISSION FROM THE STRUCTURAL ENGINEER. STRUCTURAL ENGINEER -
SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST '
OFFICE COPY
INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE EXISTING STEEL BEAM STEEL POST
OF THE CONTRACTOR.
REMOVAL
6-3/4" THRU REVIEWED FOR CODE COMPLIANCE
BOLTS CITY OF ATLANTIC BEACH
EXISTING TOP PLATES
REQUIREMENTS
SEE PERMITS FOR ADDITIONAL" 3" 3" E UIREMENT
TO REMAIN AS IS 6-7/8 0 THRU R Q SAND CONDITIONS
HOLES
REVIEWED BY; DATE:,,
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
o O I o
UNCLEAR REFER TO THE
0 0 0 0 EXISTING ST EL BEAM I ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
0 O (I O O _
INFORMATION OWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PLAN NAME
p HAVE BEEN 0 AINED BASED ON AVAILABLE SOURCES AT THE TIME OF HUGHES RESIDENCE
rDESIGN INCLU G ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGN/DRAWN/CHECKED
NEW LVL.BEAM 00 STRUCTURES. HE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY Cs SSI LAP
SEE PLAN 8x8A16"x14" LO G O VARY FROM IN RMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE
STEEL ANGLE FULLY SHALL VERIFY LL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 12.16.16
EXISTING STEEL BEAM WELDED TO STEL 'BEFORE BEGIN G NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR SCALE
TO REMAIN
BEAM EACH SID DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED 8x&xi s TOP VIEW SIDE VIEW" TEEL ANGLE 'ACTUAL FIELD ONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY TRUSS ID.
DAMAGED EXIS NG STRUCTURAL MEMBERS DISCOVERED DURING
CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
B M CONNECTION BRACING SHOR, G, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER LPA NO.
3 S EEL /
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STEEL BEAM CONNECTION MEASURES NE SSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SIGN-16-01053
�-o SCALE: 3/4" = 1'-0" DURING CONST CTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING SHEET
jo SCALE: 3/4" = 1'-0" CONSTRUCTION BARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S160
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