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MICk4EL DUNLAP., "ARCHITECT CI 4RI5TOPI4ER C, KATHE, 5TRUCTURAL. ENGINEER r
5U i L D f NCS COD
I NOTICES IN ADDITION TO THE REQUIREMENT$ OF THIS PERMIT, ADDITIONAL RESTRICTIONS, APPLICABLE TO THIS PROPERTY MAY
` SE FOUNp IN THE PUBLIC RECORDS OF THIS COUNTY. THERE MAY SE ADDITIONAL PERMITS REQUIRED FROM OTHER ENTITIES
r-' SUCH AS, WATER MANAGEMENT DISTRICTS, STATE AND / OR FEDERAL AGENCIES.
I
INDEX TO DRAUJINr_;;5
ADDRF-551629 PEACH AVE ATLANTIC SEAGH PERMIT NO,
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MER
MERCANTILE
(UNR) ( ) IRN5TITUTiON,4L _._ ( ) STOR,4GE-UJHSE._..__ _ --- (._ �._ ,43 EXTERIOR L�YATIONS
' 1 HAZARDOUS _ ( ) MIXED._ _ ._... ._._ _ -- __-_- __-- .
occuP (SPEC. TYPES) A WALL 5I CT I ON5 / D TA i i 5
GROSS ----- PUILDINCx HEIGHT ( 25'H) MEZZANINE YE5 ( ) NO ( ) QTY ( ) 45 � � �°• �I
:y BUILDING IES ( ) NOT SECTION5 / DETAILS 1
NO, OF 5TOR 2 Ts:-.._. _ --- - �" L
AREA A�2 EX15TING GARAGE AND FIR5T FLOOR FLAtU
:. 5Q. FT. PER FLOOR ( 134(o)
" RENOVATION OF EX STI G GARAGE/APT
TOTAL SQUARE FOOTAGE ( la9a)
NO, UNITS PER FL. ( ) TOTAL ( I ). OCCUPANCY LOAD (N/A ) Y" f _-- - -.. -.----- ------- .--------_T_ . _-- I the undersigned do attest that
. CONSTRUCTION T TYPE I (a TYPE IV (UP) ( ) MIXED CONSTRUCTION (SPECIFY) the information contained within 51 STRUCTURAL. PLAN
TYPES — this document is actual and true CTL! A TAI 5 AN 5C�4 DUDS
I TYPE 11 t TYPE V (P) ) 52 5TRU R L DE L D E
� 1 TYPE III ( )j TYPE VI (UP) ( >C ) ,
to the best of my iurowledge, 53 5TRlJGTUR,4L DETAILS AND 5C�4EDUI EIS
— - - --- — - ... a
--•--- •-- ----- -- 3o that this information meets or
TYPE IV (PX TYPE VI (P) ( ) ___---_ . ._.. . l . .. __. ... -- exceeds all applicable minimum
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-- _---_-
FIRE WITHIN FIRE D15TRICT YES ( ) NO (X) 5PRINKLED YE5 ( ) NO (X) TYPE C ) � bullding codes and fire safety
RE5.15TANCE - T at
as determined b the
A55EMSLIE5/ COMPONET5 HOURLY RATING 5Y5TEM DESIGN y
, _ _. .__. _ -----.- ---- local authority in accordance withELECTRICAL FLOOR PLANS
TENANT 5EPARATION N/A EX15TING Chapter 553 and 633 of the 41 1kj
w — — --- • ---._ -.___ —_
INTERIOR IUALL5 (SEARING) _ N/A EXISTING Florida Statutes.
INTERIOR U1ALL5 (NON-F3EARING) N/A EXISTING=- --
EXTERIOR WALL5 N/A EXISTING ,
FLOOR / CEILING N/A EXISTINGFILE f
/ CEILING
N/A EX 1ST INC
ROOF G E L
COLUMN5/5EAM5/TRU55E5 N/A EXISTING
MEAN5 OF ADA COPIPLANT YES l ) NO. ( X) MAX TRAVEL D15TANGE TO AN EXIT C NIA) OFFICIAL U5E ONLYQN
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rt INGRESS/ EGRES VERTICAL ACGE5515LITY YE,5 (F ) No ( X) TOTAL EXITS (2 ) MINIt-iUM WIDTH (36 IN.) DATE: y ;•,,� f *, �,
lyAPPROV
PROVIDE CALCULATION FOR --- --_ _ p
OF ATtANT►C'cEACH
EGRE55 WIDTH A5 PER CHAP. i004 — �ut�r��r�a �� • '��3 " ' ' f "` � r
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41.5" 41.5" 41.5"
126.5" (OUTSIDE DIMENSIONS)
DESIGN CRITERIA AND LOADS m q
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ButldIna Code ((� CV 0
2001 Florida Bulldtng Gode (f� Co
Cods for Design Loads 0-11 0
ANSI/ASCE l-9S
Wind Loading 0 0 LL
ASCE 1-W,3s Gust 120 MPH .Z Z
Exposure Category C
Importance Factor 1.0 LU U
GIG Design Pressures .48,-60 sf 0— `
toLnLL +J
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3(0.5"
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36.5" 36.5" 36.5"
0
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B
ALT ORIENT EACH _ _
SCREW OPP,
5"4" 36 ksl STEEL (TYP INTERIOR
TUBE (TYP ALL) TUBES)
r 1��
A B A CA
SIMPSON SCSI/4-6
SCREWS AT 6" O.G.
(TYP EVERYWHERE)
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L2
C6 N
m
L4"x6"x3"x3/8"
N
BOLTED TO SLAB WITH
3/4"x10" EMBED EPDXIED
ALL-THREAD AND WELDED
TO TUBE WITH 1/8" FILLET
WELD ALL THE WAY AROUND,
(TYP 4)
THESE STRUCTURAL DRAWINGS
WERE PREPARED FOR THE
CONSTRUCTION OF THE PROJECT
DESCRIBED IN THIS TITLE BLOCK
AND ARE INTENDED FOR USE BY
A LICENSED CONTRACTOR DO
NOT PERMIT CONSTRUCTION
WITH THESE PLANS BY AN
ELEVATION. 1 1 �NRGROTHER
UNLIENE BUILDER
ELEVATION CONNECTION 3 /4 1 � 0
Wl
Consulting Inc
1�p
SIMPSON SD5I/4-6 ALTERNATE THE ORIENTATION
SCREW AT 6" O.C. OF EACH SCREW TO BE IN
OPPOSITE DIRECTION!.
ADJACENT FRAMING
5"x2" STEEL TUBE MIN 2x4 No.2 SYP BUCK
MIN 2x4 No. 2 SYR BUCK SIMPSON SDSI/4-6
SCREW AT 6" O.C.
5"x2" STEEL TUBE
MIN 2x4 No. 2 SYP BUCK
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A IUINDOUJ/DOOR BUCiG DETAIL B WINDOW/DOOR BUCK DETAIL ,;. - -
SCALE: SCALE: 6" - 1'-0" t.