Permits 5502 Rigel Court 0
STRUCTURAL NOTES
1 k�
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2004 FLORIDA
BUILDING CODE. (RESIDENTIAL) WITH 2006 SUPPLEMENTS
1
1. LIVE LOADS (UNIFORM)
Lou Pontigo and
ROOF 16 PSF Associates, Inc.
2. WIND LOAD BASIC 120 MPH 496 Osceola Avenue
IMPORTANCE O CE FACT R�} 1.0 )ax. Beach.Florida 32250
EXPOSURE CATEG RY 'B' Ph.242-0908 Fax.241-9557
i MEAN ROOF NEIGH 15.0 FT F CA#8344 SO CA#3579
j ROOF PITCH 3/12
CONTACT US WITH YOUR CONNNENTS
INTERNAL PRESSU E CLASSIFICATION ENCLOSED' (+0.18/-0.18) COMMENTSVLP-A,COM
PROVIDE 3.2x4 - WINDOW/DOOR PR SSURES SEE SCHEDULE THIS SHEET
SPF#2 JACKS STUDS7
3. ALLOWABLE UNIT S RESSES:
EACH END OF HEADER. ' t-
FASTEN TO SOLE PLATE )
A CONCRETE - D SIGN AS PER ACI 318 LATEST EDITION L I Z �' NT I-;6
WITH 1-SIMPSON SP4
. SLAB ON , G ADE #'c = 3000 PSI
OR APPROVED EQUAL.
CONVENTION L FOUNDATIONS f'o 3000 PSI
PROVIDE 1 SOLE PLAT
ANCHOR WITHIN 6" OF JACK ALL OTHER ONCRETE (U.N.O.) f'c 3000 PSI
EXISTING B) REINFORCING S L� ' '^I 5 '�.,�
STUDS. THE SOLE PLATE STR'IUCTURE EL - ASTM A615 GRADE 60
SHALL BE A MLN. Y2>, C) WELDED WIRE F BRIC - ASTM A185 P F VAW = im
ANCHOR D) SOIL BEARING ( ESIGN MAX.) 2000 S , Dp SEAL
ROD EPDXIED SIGNATI.�2E'tS IN I�LAJE NVC
THREADED UMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BETTER,
E) ALL DIMENSION;
4" MIN WITH AN ALLOT BLE BENDING STRESS IN ACCORDANCE WITH NATIONAL DESIICN
REVISIONS DATE
% SPECIFICATION ' OR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER kSSOC.
' ALL STUDS SH L BE SPF NO. 2 (UNLESS NOTED OTHERWISE).
l4
4. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CAONTACT WITH MASONRY,
CONCRETE OR SOIP1' SHALL BE PRESSURE-TREATED. WOOD FRAMING SHALL
-.� BE IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE,
ll UNLESS OTHERWIS NOTED HEREIN. PT LUMBER INDICATED IN SECTIONS
PRESERVED WITH ODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA FIELD ALTERATION
HYDRATE). IF HOVEVER, ACQ OR NON-DOT BORATE PRESERVATIVE
CONTRACM CONTACT LOU
SHALL
i US ALL ATTACHED FASTENERS HALL BE HOT DIPPED TREATMENT S D C D E S D E PONTIC PRIOR To
o s ASSOCIATES
GALVANIZED. IF A US$
ZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS MAKING ANYSTRUCTURAL FE D
`Y MODIFICATIONS WHICH MAY VARY
SHALL BE STAINLESS STEEL. FROM THENTENrOFTHEORIGINAL
CONSTRUCTION DOCUMENTS,ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEM APPROVED BY LOU PONfIXIO 8
5. ALL EXPOSED HAR WARE' SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL M T ASSOCIATES MAY RESULT IN
REQUIREMENTS OF ASTM `'A-325, TYPE 1, AND HOT DIPPED GALV, IN ACCORDANCE ADO INSPECTION�FF.E�'SMOR
WITH ASTM A-153 NUTS SHALL MEET THE REQ'MENTS OF ASTM A-563, GRAD'LE DH,
CONTRACTOR SHALL AND HOT DIPPED ALVANIZED IN ACCORDANCE w/ASTM A�-153, ALL EXPOSED (NAILS,
VERIFY THAT A MINIMUM WASHERS, AND H DWARE SHALL BE HOT DIPPED GALVANIZED (UNO). ALL NAILS TO
8" DEEP x 12" WIDE CONC. EXIISTING :NEW 2.2x10 DOUBLE TOP �_ FASTEN THE 2"x6' DECKING SHALL BE 10d RING SHANK TYPE 316 STAINLESS §TEEL. •
FOOTING EXIST BELOW STRUCTURE SYP#2 HEADER /- PLATE 2-CS2Ox24 LONG Q
STRAPS EACH END
JACK STUDS6. PROVIDE ALL TEMPO ARY BRACING, SHORING, GUYING OR OTHER MEANS TO
OF HEADER. FOLD OVER SUPPORT ST'RUCT AL ELEMENTS IN PLACE DURING CONSTRUCTION.
TOP PLATE AND FASTEN
TO JACK STUDS AND 7• VERIFY ALL DIMENSI NS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL,
HEADER w/1Odx1� MECHANICAL, ELEC RICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS,
COMMONS SLEEVES, ETC. WHi H ARE NOT SHOWN ON STRUCTURAL DRAWINGS.
i
EXISTING STUD
8. THE STRUCTURAL E (NEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR
n EXISTING STUD CONSTRUCTION ME . NS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; WLD
FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS
R GH' OPENING
PERFORMIN4, THt RK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT Q
3:2x4 SPF#2 JACK STUDS K IN A R AN
SE T W(3R
E PLAN THE � ��
,. . . ... :. _ �_. . _ _ ;. �. .-. w,. , . :�... �,. ; .- > � HA4L T EPDXY-TIE ADHESIVE' Y I N APP. L
v _ �. . . ,. �,�_ .. ., v_ � . d , . 9. EPDXY GROU SH 4L BE SE E 0 E ES E B S IPSO OR P EQUAL
.,.>
A
SPACED + "l Q.C., EACH EMBEC)MEN'T HALL BE 12 BAR DIAMETER MINIMUM, UON. HOLES SHALL BE 1 4
FQUNDATION PLAN �
PLY LARGER THAN AR SIZE AND 1/8 LARGER THAN THREADED ROD SIZE.
SCALE 3/16" = lb-Oft THREADED ROD
EPDXIED 4" MIN. SIMPSON SP4
t OR APPROVED
EQUAL
� . Uj
" AT STUD WALL O
V
1 HEADER STRAPPING
11. CALE: N.T.S. DETAIL
V) Uj
Uj
EXISTING
W _! �
STRUCTURE LL
FASTEN EXISTING ROOF Ln
`FRAMING TO NIIEW HEADE ' \�
WITH 1-SIMPSON H2.5A `�1�
NIFEW 2.2x10
SYP#2 HEADER
SEE DETAIL 1/S1,0
- - -+- - - - - � SHEETIh[DDC
S1.0 PLAN dC DETAILS
leer
N�W 9'-000MAX
OPENING
LATERAL LOADS
PROVIDE 3.2x4 COMPONENTS AND CLADDING:
SPF#2 JACKS STUDS___/
EACH END OF HEADER DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02
BASIC WIND SPEED ----------- -----1gc0 MPH
EXISTING IMPORTANCE FACTOR - ---- ----- --- 1.00
STRUCTURE EXISTING STRUCTURE MEAN ROOF HEIGHT ------------------ 1§,o FT
�`S ARE SHOWN ON DRAW( S ______ _____ _
FOR CLARITY ONLY. VERIFY ALL EXISTING/NE ROOF PITCH-------------------------------- 312
BUILDING CATEGORY -- -II`
ELEVATIONS AND TYKE OF CONSTRUCTION OF EXPOSURE CATEGORY ----------------Et DO NOT SCALE DIMENSIOM FROM
THOSE STRUCTURES, AND NOTIFY ENGINEER ENCLOSURE CLASSIFICATION - -----------ENCLOSED THESE DRAWINGS IF A aMENSION 5
UNCLEARREFERTOTHE
IMMEDIATELY BEFORE BEGINNING NEW INTERNAL PRESSURE COEFFICIENT ---------- :b •18 ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
CONSTRUCTION OF AINY INTERFERENCES AND R
DISCREPANCIES THAT- MIGHT EXIST BETWEEN COMPONENTS ae CLADDING DESIGN PRESSURES (PSF�
CONSTRUCTION D0C�JIMENTS AND .OR ACTUAL ELDeLT NAME
TRIBUTARY INTERIOR EDGE STRIP: r5506 FLEET LANDING BLVD.
AREA (sf) ZONE '� � 3'_0"
CONDITIQNS. THE CONTRACTOR -ALL PROVID ALL DESIGN/DRAWN/CHECKED
TEMPORARY BRACIN / _ 10 t25.9 -28.1 +25.1 -34.7 A06 CS LAP
� SHORING, TEMPORARY
SUPPORTS AND OTHICR SUCH ITEMS OR OTHE 50 +23.2 -25.4 +23.2 -29.2 DATE
MEASURES NECESSARY TO PROTECT THE05.09.08
100 . +22.0 -24.2 +22.0 -25.9
STRUCTURE AND ANNE PERSONNEL DURING SCALE
CONSTRUCTION. THE DESIGN ADEQUACY AND i, THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNA(- INTERNAL AS NOTED
/� A/� I ^ (� A SAFETY OF ABOVE I PRESSURES APPLIED NORMAL TO WALL SURFACES
F !'1 l V I I V V TEEMS ARE THE SOLE 2. LINEAR INTERPOLATION( BETWEEN VALUES OF TRIBUTARY AREA IS PEII�NI�B�• JOB NO.
_ RESPONSIBILITY OF TjtL{E CONTRACTOR. 3, PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE
SCALE: 3/16" = 1'-0" EXTERIOR WALL SURFACE.
4. ALL COMPONENT dt CLADDING WALL ELEMENTS SHALL BE DESIGNER F9R BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. SHEET
5. COMPONENT do CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUJfSIDE
CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP$ PRESSURES.
OTHERWISE, VSE INTERIOR ZONE PRESSURES.
6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THC
RESPONSIBILITY OF THE WINDOW/DOOR MANUF,/SUPPLIER do SHALL mCET THE S100
ABOVE NOTED POS171VE AND NEGATIVE PRESSURES. SHEET 1 OF 1