Permits 5517 Fleet Landing Blvd STRUCTURAL NOTES
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2004 FLORIDA
BUILDING CODE. (RESIDENTIAL) WITH 2006 SUPPLEMENTS
1. LIVE LOADS (UNIFORM) Lou Pontigo and
ROOF 15 PSF Associates. Inc.
2. WIND LOAD BASIC 120 MPH 496 Osceola Avenue
IMPORTANCE FACTOR 1.0 lax. Beach, Florida 32250
EXPOSURE CATEGORY OBP Ph.242-0908 Fax.241-9557
MEAN ROOF HEIGHT 15.0 FT F L CA#8344 SO CA#3579
ROOF PITCH 3/12 COWACT US YOUR CONVAEI�4TS
INTERNAL PRESSURE CLASSIFICATION ENCLOSED' (+0.18/-0.18) COMMENTWI-P-A.COM
WINDOW/DOOR PRESSURES SEE SCHEDULE THIS SHEET
PROVIDE 3.2x4
SPF#2 JACKS STUDS
3. ALLOWABLE UNIT STRESSES:
EACH END OF HEADER. A) CONCRETE - 9ESIGN AS PER ACI 318 LATEST EDITION P F,
FASTEN TO SOLE PLATE
SLAB ON GRADE Vc 3000 PSI
WITH 1-SIMPSON SP4 T �VQ 9 at
OR APPROVED EQUAL. CONVENTIONAL FOUNDATION'S f'c 3000 PSI
53 3JI
PROVIDE 1 SOLE PLAT ALL OTHER, CONCRETE (U.N.O.) VC 3000 PSI
8) REINFORCING 4STEEL - ASTM A615 GRADE 60
ANCHOR WITHIN 6" OF JACK EXISTING
STUDS. THE SOLE PLATE C) WELDED WIRE FABRIC - ASTM A185 N?&v bwyVv"EN
STRUCTURE
Sldti,� RE JS,IN
M I N. Y2" D) SOIL BEARING DESIGN MAX.) 2000 PSF
ANCHOR SHALL BE A 'AND RAISED
THREADED ROD EPDXIED E) ALL DIMENSION', LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BETTER,
4" MIN WITH AN ALLtWABLE BENDING STRESS IN ACCORDANCE WITH NATIONAL DESIGN REVISKM DATE
SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER ASSOC.
ALL STUDS SFALL BE SPF NO. 2 (UNLESS NOTED OTHERWISE).
4. ALL WOOD MEMB&IS EXPOSED TO WEATHER OR IN CAONTACT WITH MASONRY,
CONCRETE OR SaL SHALL BE PRESSURE-TREATED. WOOD FRAMING S�HALL
CODE,
BE IN ACCORDANUE WITH CHAPTER 23 OF THE FLORIDA BUILDING
REIN, PT LUMBER INDICATED IN SECTIO I J
UNLESS OTHERWIS NOTED HE
PRESERVED WITF+ ODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA
FIELD ALTERAMON
HYDRATE). IF HO\ EVER, ACID OR NON-DOT BORATE PRESERVATIVE
CONTRACTOR SHALL CONTACT LOU
TREATMENT IS ILI,$ D, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED PONMO ft ASSOCIATES PRJOR TO
MAKING ANY STIRUCTURAL FELD
LL ATTACHED FASTENERS
GALVANIZED' IF A A PRESERVATIVE IS USED, A &WIFICATIONS WHICH MAY VARY
SS FROM THE INTENT OF THE 09MINAL
SHALL BE S STEEL.
)TAIN� CONSTRLCMON DOCUhAEN1S.ANY
FIELD ALTEItNATIONS WADE PRIOR TO
OEM APPROVED BY LOU POi Ik
5. ALL EXPOSED HAP WARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET ASSOCIATES MAY RESI.LT IN
REQUIREMENTS V, ASTM A-325, TYPE 1, AND HOT DIPPED GALV. IN ACCORDANCE ADDITIONAL ENGINEERM OR
11,�N FEES,
WITH ASTM A-15 NUTS SHALL MEET THE REQ'MENTS OF ASTM A-%3, GRADE DH,
EXPOSED NAILS,
AND HOT DIPPED ALVANIZED IN ACCORDANCE w/ASTM A-153. ALL L
CONTRACTOR SHALL
WASHERS, AN LVANIZED (UNO�, ALL NAILS TO
H� RDWARE SHALL BE HOT DIPPED CA
VERIFY THAT A MINIMUM 0
X
TAINLESS STEEL.
EXISTING NEW 2.2xlO DOUBLE TOP FASTEN THEE 2R' DECKING SHALL BE 10d RING SHANK TYPE 316 S1
8" DEEP x 12" WIDE CONC. 2-CS2Ox24" LONG
STRUCTURE SYP#2 HEADER PLATE
FOOTING EXIST BELOW STRAPS EACH END
6. PROVIDE ALL TEMP ARY BRACING, SHORING, GUYING OR OTHER MEAN5#T0
JACK STUDS .... OF HEADER. FOLD OVER
SUPPORT STRUCTI AL ELEMENTS IN PLACE DURING CONSTRUCTION.
TOP PLATEAND FASTEN >
TO JACK STUDS AND LE
7. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHIT CTURAL,
HEADER w/1Odx1X" OpPIENINGS,
MECHANICAL, ELE(,MICAL AND PLUMBING DRAWINGS FOR EMBEDS,
COMMONS SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.
EXISTINO STUD- 0
N 8. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTRO� .OR BE RESP014SIBLE FOR
TION -EANS, METHODS, TECHNIQUES, PROCEDURES, OR SEOUENCES;
EXISTING STUD CONSTRUC M
LD
R PERSONS
FOR THE ACTS O� OMISSIONS OF THE CONTRACTOR, OR ANY OTHE
ROUGH OPENING PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT z LD
'�,)ROANCE VOTH, THE -G-ON
3'2x4 SPF#2 JACK STUDS THE WORK IN ACC TRACT DOCUMENTS.
SEE PLAN
41
FASTF.N TQQETHER w/
.ROWS OF 12d COMMON% HAP BE 'SET EPDXY-TIE ADHESIVE' BY SIMPSON OR APP. EQUAL,
2 EPDXY
SPACED 0 6" O.C., EACH EMBEDMENT SHALLzBE 12 BAR DIAMETER MINIMUM, UON. HOLES SHALL BE 1/4
FOUNDATION PLAN PLY THAN THREADED ROD 51ZE.
LARGER THAN REPAIR SIZE AND 1/8" LARGER
,A. ." z
/16" V-0" THREADLED ROD
SCALE: 3/ 00
EPDXIED 4" MIN.--,\ SIMPSON SP4
OR APPROVED--,,
0
EQUAL
Uj
AT STUD WALL
0
HEADER STRAPPING
07CALE: N.T.S. DETAIL Ld
V) LLJ Uj
LJJ LD
EXISTING r/ LL rl
STRUCTURE
0
FILE COP Ln
FASTEN EXISTING ROOF
FRAMING TO NEW HEADE
Ln w
WI17rH 1-SIMPSON H2.5A
A
REVIMD FOR CODE COMPLIANCE
NEW 2.2xl 0 H
SYP#2 HEADER CITY OF ATLANTIC BEACH
1.0 r SHEET MEX
SEE PERMITS F01K ADDIT10NAL
SEE DETAIL 1/S1-0 REQUIREMENTS A"CONDMONS.
S1.0 PLAN & DETAILS
REVMWEDBY. Z2z DAM: .9JI711) 9
NEW 9'-O"MAX
OPENING
LATERAL LOADS
COMPONENTS AND CLADDING:
PROVIDE 3.2x
4
S
SPF#2 JACKS STUD
DESIGN CODE: THE 2004 FLORIDA BUILDING RE§IDENTAL CODE & ASCE 7-02
EACH END OF HEADER BASIC WIND SPEED -----------�----- 120 MPH
IMPORTANCE FACTOR ---------- 1.00
EXISTING 15.0 FT
MEAN ROOF HEIGHT ----------
STRUCTURE EXISTING 5MUCTURES ARE SHOWN ON DRAWINGS
-------------- ----- 3/12
ROOF PITCH
FOR CLARIITry ONLY. VERIFY ALL EXISTING/NEW BUILDING CATEGORY ----------
ZM
DO NOT SCALE DVAENSIONS FP
ELEVATION% AND TYPE OF CONSTRUCTION OF EXPOSURE CATEGORY ---------- THESE DRAWMS.IF A EWENSION 5
-ENCLOSED I
ENCLOSURE CLASSIFICATION ------- THE
UNCLEAR REFER TO
THOSE STfkUCTURES, AND NOTIFY ENGINEER
-- ± .18 ARCHITECTURAL DRAVAN3S OR
IMMEDIATELY BEFORE BEGINNING NEW INTERNAL PRESSURE COEFFICAENT CONTACT THE EO.R.
CONSTRUDTnON OF ANY INTERFERENCES AND/OR COMPONENTS CLADDING DESIGN pMESSURES (PSF)
PLAN NAME
DISCREPAWIES THAT MIGHT EXIST BETWEEN
[EDGE STRIP:
TRIBUTARY INTERIOR FLEET LANDING BL�)
CONSTRUC,TrION DOCUMENTS AND/OR ACTUAL FIELD AREA (sf) ZONE 3'-0"
CONDITION& THE CONTRACTOR SHALL PROVIDE ALL DESIGN/DP.AWN/CHECKED
+25.9 -28.1 -*25.1 -34.7
10 AOB CS LAP
TEMPORAR'y BRACING/SHORING, TEMPORARY
#23.2 -29.2 DATE
50 +23.2 -25.4
SUPPORTS� AND OTHER SUCH ITEMS OR OTHER
MEASURES; NECESSARY TO PROTECT THE 100 +22.0 -24.2 *22.0 -26.9
SCALE
STRUCTUREL AND ANY PERSONNEL DURING
1. THESE PRESSURES REPRESENT THE NET PRESSURE 6SUM OF EXTERNAL & INTERNAL
AS NOTED
CONSTRU"ION. THE DESIGN ADEQUACY AND
PRESSURES) APPLIED NORMAL TO WALL SURFACES.
JOB NO.
SAFETY OFF ABOVE ITEMS ARE THE SOLE 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUjfARY AREA IS PERMISSIBLE.
3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING 30WARD & AWAY FROM THE
FRAMING PLAN RESPONSII�ILITY OF THE CONTRACTOR. EXTERIOR WALL SURFACE.
SHALWL BE DESIGNED FOR BOTH
4. ALL COMPONENT & CLADDING WALL ELEMENTS ag
SHEET
POSITIVE AND NEGATIVE PRESSURES SHOWN IN A ABOVE.
SCALE: 3/16" V-0"
E 'a' FROM OUTSIDE
5. COMPONENT & CLADDING ELEMENTS VATHIN A DISTA*C
CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES.
OTHERWISE, USE INTERIOR ZONE PRESSURES.
6. DESIGN OF WINDOWS/DOORS FASTENING TO THE wAj�!. FRAMING IS THE
pIPUER & SHALL MEET THE simo
RESPONSIBIUTY OF THE WINDOW/DOOR MANUF./SU
ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET OF 1
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