5508 Rigel Ct STRUCTURAL NOTES
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2004 FLORIDA
BUILDING CODE. (RESIDENTIAL) WITH 2006 SUPPLEMENTS & A
1. LIVE LOAD'S (UNIFORM) Lou Ponti a and
ROOF 16 PSF Associates, Inc.
2. WIND LOAD BASIC 120 MPH 496 Osceola Avenue
IMPORTANCE FACTOR 1.0
lax. Beach. 325
EXPOSURE CATEGORY '8' Ph.242--09081Fax.241?9+
MEAN ROOF HEIGHT 15.0 FT FL:CA#8344 SC:CA#35
ROOF PITCH 3/12
CONTACT US WITH YOURCOMMEN
INTERNAL PRESSURE CLASSIFICATION ENCLOSED' (+0.18/-0.18) cOivinnErvrs�►LP A.ca
-- WINDOW/DOOR PRESSURES SEE SCHEDULE THIS SHEET
PROVIDE 3.2x4 1-----�� --T- ---�
SPF#2 JACKS STUDS I /
I 3. ALLOWABLE UNIT STRESSES:
CH END OF HEADER. _
E l / A CONCRETE gESIGN AS PER ACI 318 LATEST EDITION
FASTEN TO SOLE PLATE f'r ) SLAB ON GhADE ft = 3000 PSI
WITH 1-SIMPSON SP4 /'� /
/ CONVENTIONAL FOUNDATIONS fo • 3000 PSI
OR APPROVED EQUAL. ,/ /� !
PROVIDE 1 SOLE PLAT I f` / ALL OTHER CONCRETE (U.N.O.) f,c = 3000 PSI
ANCHOR WITHIN 6 OF JACK I '' EXISTING 8) REINFORCING STEEL - ASTM A615 GRADE 60
ATE / ` / C) WELDED WIRE FABRIC - ASTM A185 VALK)ONLY WHEN
STUDS. THE SOLE PL 1 STRUCTURE / /
ANCHOR SHALL BE A MIN. �" f/ r` / D) SOIL BEARING (DESIGN MAX.) 2000 PSF SIGNAAN�� R�AIS 1D SEAL
THREADED ROD EPDXIED / ' / E) ALL DIMENSION' LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BETTER,
THRE -
4" MIN i' f / ! WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE WITH NATIONAL DESIGN REVISags DA'
SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER ASSOC.
- I /
ALL STUDS SHkLL BE SPF NO. 2 (UNLESS NOTED OTHERWISE),
4. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CAONTACT WITH MASONRY,
CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. WOOD FRAMING SHALL
BE IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE,
UNLESS OTHERWISE NOTED. HEREIN. PT LUMBER INDICATED IN SECTIONS
PRESERVED WITH SODIUM BORATE (DOT-DT ODIUMTOCTABORATE TETRA FIELD ALTERATION
I / / HYDRATE). IF H01N�VER, ACID OR NON DO BORA t PRESERVATIVE
I CONTRACTOR SHALL CONTACT u
TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED PONTIGO&ASSOCWTESPRIORTI
GALVANIZED. IF A(ZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS MAKINGANNSTRUCH AL FFU
VAR
MODIFICATIONS WHICH MAY VAR
SHALL BE STAINLESS STEEL. FROM THE N�TENTOFTHE ORIGIN
I / / CONSTRUCTION DOCUMENTS AN
FIELD ALTERNATIONS MADE PRIM
5. ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SMALL MEET SUM APPROVED
�D�,Y�POTN`
REQUIREMENTS OF', ASTM A-325, TYPE I, AND HOT DIPPED GALV. IN ACCORDANCE 94SPEC
3 / ADOI T'IDNAL ENGINEERING OR
j WITH ASTM A-151. NUTS SHALL MEET THE REQ'MENTS OF ASTM A-563, GRADE DH,
AND HOT DIPPED GALVANIZED IN ACCORDANCE w/ASTM A-153. ALL EXPOSED NAILS,
~ CONTRACTOR SHALL ± WASHERS, AND H�RDWARE SHALL BE HOT DIPPED �GALVANIZED (UNO). ALL NAILS TO
VERIFY THAT A MINIMUM //
EXISTING NEW 2.2x10 DOUBLE TOP .� FASTEN THE 2"x6` DECKING SHALL BE 10d RING SHANK TYPE 316 STAINLESS STEEL.
8" DEEP x 12" WIDE CONC. �� 2-CS2Ox24 LONG
FOOTING EXIST BELOW j / STRUCTURE SYP#2 HEADER PLATE
V I
( STRAPS EACH END 6. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS 70
JACK STUDS /i r / I OF HEADER. FOLD OVER SUPPORT STRUCTORAL ELEMENTS IN PLACE DURING CONSTRUCTION. Q
TOP PLATE AND FASTEN
TO JACK STUDS AND 7. VERIFY ALL DIMENSl NS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL,
HEADER w/10dx1y2SMECHANICAL, ELE{ TRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, LL
COMMONS SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.
EXISTING STUD
/ 8, THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR
k /
' � I EXISTING STUD CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES;
- - FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS 0 r
ROUGH OPENING PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT
SEE PLAN 3.2x4 SPF#2 JACK STUDS THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
f _ FASTEN TOGETHER w/ __ �,.� z
L .
2-ROWS OF 12d COMMONS 9. EPDXY GROUT SHAL.t BE ''SET EPDXY-TIE ADHESIVE' BY SIMPSON CR-AFS. EQUAL, -- - - -��- �
/�
T
�OU N D AI O N PLAN � SPACED ® 6" O.C., EACH EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, LION. HOLES SHALL BE 1/4
PLY LARGER THAN REBAR SIZE AND 1/8" LARGER THAN THREADED ROD SIZE, D z Z
SCALE: 3/16" = 1'-0" Y2" THREADED ROD
EPDXIED 4 MIN. SIMPSON SP4 EL
" OR APPROVED
'
EQUAL--,,,�!'I, Uj
J
„ AT STUD WALL d� C
1 HEADER STRAPPING
I 1. SCALE: N.T.S. DETAIL W C:
V) Ud Ll
Uj _1
! IN
EXIST G
CZ LL
I STRUCTURE
I Oq
I
4
Ij
FASTEN EXISTING ROOF
FRAMING TO NEW HEADE I \ n Ln
I WITH 1-SIMPSON H2.5A J
e
I ' NEW 2.2x10
SYP#2 HEADER 0. I
SEE DETAIL 1/S1-0 T _ I
/ SHEETcoo (00 INDEX
51.0 PLAN & DETAILS
1 I NEW 9'-O"MAX
OPENING
LATERAL LOADS
PROVIDE 3.2x4 �
COMPONENTS AND C ADDING.
SPF#2 JACKS STUD I DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02
EACH END OF HEADER
' EXISTING 1 BASIC WIND SPEED ----------------- 120 MPH
IMPORTANCE FACTOR - -- 1.00
MEAN ROOF HEIGHT ---------------- 15.0 FT
I STRUCTURE EXISTING STRUCTURES ARE SHOWN ON DRAW GS
I ROOF PITCH-----------------.,.__,..- 3/12
FOR CLARITY ONLY. VERIFY ALL EXISTING/NE'( BUILDING CATEGORY -- _____________ II
' ELEVATIONS AND TYPE OF CONSTRUCTION OF: EXPOSURE CATEGORY - - B OT SCALE DRENSIIONSPW
I ENCLOSURE CLASSIFICATION ------------- ENCLOSED
(TIHESFDRAw�IGS IF A DIMENSKYTHOSE STRUCTURES, AND NOTIFY ENGINEER UNCLEAR REFER TO THE
INTERNAL PRESSURE COEFFICIENT ---------- t .18 HITECTURAL DRAWINGS OI
I i IMMEDIATELY BEFORE BEGINNING NEW
i CONTACT
CONSTRUCTION OF ANY INTERFERENCES AND OR THEEDR
COMPONENTS & CLADDING DESIGN PRESSURES (PSF)
DISCREPANCIES THAT MIGHT EXIST BETWEEN PLAN NAME
TRIBUTARY INTERIOR EDGE STRIP: 55010 FLEET LANDING BI
' CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD AREA (sf) ZONE 'a' = 3'-0"
j CONDITIONS. THE CONTRACTOR SHALL PROVInE ALL DESIGN/DRAWN/CHECK
10 +25.9 -28.1 +25.1 -34.7
I AOB CS LAP
C TEMPORARY BRACING/SHORING, TEMPORARY
' SUPPORTS AND OTHER SUCH ITEMS OR 0TH 50 +23.2 -25.4 1 +23.2 -29.2 DATE
I MEASURES NECESSARY TO PROTECT THE 100 +22.0 -24.2 +22.0 -26.9 05.09.0$
i --' STRUCTURE AND ANY PERSONNEL DURING SCALE
CONSTRUCTION. THE DESIGN ADEQUACY AND 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL INTERNAL AS NOTED
PRESSURES) APPLIED NORMAL TO WALL SURFACES.
FRAMING PLAN SAFETY OF ABOVE ITEMS ARE THE SOLE 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE.. JOBNO.
3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE
RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR WALL SURFACE.
4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
SCALE: 3/16" POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. SHEET
5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE V FROM OUTSIDE
+ 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 WALL FRAMING IS THE
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE
S120
ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 1 OF 1