2025 BEACH AVE - REVISION 1-3-18 ' x CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS
Date f / Revision to Issued Permit_ Corrections to Comments Permit# R Esa 7 b z 4 S
Address 2 G Z S i�-2cz.c...
Project A }-
yr
Contractor/Contact Name 3 F l � c"
s?" Email
Phone �� Ct— g 3^�/ l G
Permit Fee Due$ ,��•OCA
Description of Proposed Revision/Corrections: Perm / a
t 414- to v� ! UCS ryl dk /eS C d�'1✓j'�
Additional Increase in Building Value $ t? opt Additional S.F.
B signing below,T e�""�� �tl• -e affirm the Revision is inclusive of the proposed changes.
Y (printed name)
Signa re of Contras r/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved__X Denied Not Applicable to Department
Revision/Plan Review Comments
Department Review Required: yy�
�lding
R ewed By
Planning &Zoning
Tree Administrator
Public Works !� Y 7 ad
Public Utilities Date
Public Safety
Fire Services
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DESIGN SPECIFICATIONS a0
DESIGN CODE: a i
2014 FLORIDA BUILDING CODE — EXISTING BUILDING ' �V
ALTERATION LEVEL 11
G 0 E A D 0 E ORIGINAL PLANS, of,
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. W •+ #'� •
>. .. ®+ OF
DESIGN LOADS: ACTUAL AND UNIFORM
ROOF FLOOR
ROOF LOADING (cd=1.25) (cd-1:00)
TOP CHORD LIVE LOAD' 20 psf 40 psf
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf
iishpMiu "�y
BOTTOM CHORD LIVE LOAD 10 psf 0 psf LU15 A f Orltlg0 PE
BOTTOM CHORD DEAD LOAD 5 psf 5 psf
DEFLECTION CRITERIA: yy
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 DEI.
( 21 2017
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240
WIND LOADING
ASCE 7-10 FL PE NO 5331
BASIC WIND SPEED (ASCE 7-10) ——————— 130 MPH
IMPORTANCE FACTOR ——-————. -— 1:00
MEAN ROOF HEIGHT — —————————— 25.0 FT /// /��
■■
ROOF PITCH ——— ———— —— EXISTING {
BUILDING CATEGORY —— = 'SIV
————————— II p�j /Gn —rj
EXPOSURE CATEGORY ——— — _—_ D
ENCLOSURE CLASSIFICATION ———— ——— ENCLOSED Bi
INTERNAL PRESSURE COEFFICIENT ———— — f .18 D ATE f '__Y__-j1 ,
COMPONENTS & CLADDING SIGNE6
ALLOWABLE DESIGN PRESSURES
TRIBUTARY INTERIOR EDGE STRIP (PSF):
AREA (sf) ZONE (PSF) .a. 4,-6,,
10 +30.2 —32.9 +30.2 —40.5
50 +27.1 —29:6 +27:1 —34.2
100 +25.7 —28.2 +25.7 =31:2
THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD): THE
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
THE ALLOWABLE STRESS'DESIGN METHODOLOGY. NO FURTHER REDUCTION
SHALL BE PERMITTED
• COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVEANDNEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
• LINEAR INTERPOLATIONIS PERMISSIBLE.
• PLUS = PRESSURE AND MINUS = SUCTION. -
• DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL:FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES_
SCOPE OF SERVICE
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEMTOCONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES
THE ITEMS'SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO HEADERS AND BEAMS DIRECTLY SUPPORTING ROOF, FLOOR AND
CEILING FRAMING SHOWN ON PLAN.ITEMS NOT DESIGNED INCLUDE
WATER/WEATHERPROOFING, PRE—ENGINEERED_WOOD FLOOR AND ROOF
TRUSSES, FLOOR FRAMING NOT SPECIFICALLY INDICATED, TRUSS—TO-TRUSS
CONNECTIONS, ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY INDICATED
(EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY
OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
Lou i' ontigo and PROJECT 2025 BEACH AVENUE
Associates , Inc . BUILDER BUILDING DYNAMICS, INC.
420 Osceola Avenue JOB NO. SHT.NO.
Ion )ax. Beach.Florida 32250 BUIL-17-01204
Ph.242-0908 Fax.241-9557 S
�,
FL:CA#8344 SC:CA#3579 DATE 12.21.17
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