Rigel Court 5506 i
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FILE COPI ,
STRUCTURAL NOTES
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 2004 FLORIDA
BUILDING CODE. (RESIDENTIAL) WITH 2006 SUPPLEMENTS
1. LIVE LOADS (UNIFORM) REVIE ISR CODE COM Lou Pontigo and
ROOF IANCE Associates, Inc.
CI OF ATlLAN'17C BEACH
SEE PERMITS FOR A;DDITIONAI, 496 Osceola Avenue
2. WIND LOAD BASIC 120 PH REQUIREMENI'SAND CONDITIONS. ; ax. Beach, Florida nue
IMPORTANCE FACTOR 1.0 ) 32250
EXPOSURE CATEGORY 'B' REVIEWEDBY: m DATE: ��3�� Ph. 242-0908 Fax.241-9557
MEAN ROOF HEIGHT 15. FL:CA#8344 SC:CA#3579
ROOF PITCH 3/12 CONTACT US WITH YOURCOIvIfviENrS
PROVIDE 3.2x4 INTERNAL PRESSURE CLASSIFICATION ENCLOSED' (+0.18/-0.18) Cav�MErST S LP-XCorvi
SPF#2 JACKS STUDS WINDOW/DOOR PRESSURES SEE SCHEDULE THIS SHEET
EACH END OF HEADER.
FASTEN TO SOLE PLATE 3. ALLOWABLE UNIT STRESSES:
ACONCRETEAS PER ACI 318 LATEST EDITION
WITH 1-SIMPSON SP4 ) - DESIGN . ,
OR APPROVED EQUAL. SLAB ON GRADE Vc = 3000 PSI
PROVIDE 1 SOLE PLAT CONVENTIONAL FOUNDATIONS Vc = 3000 PSI
,ANCHOR WITHIN 6" OF JACK EXISTING ALL OTHER CONCRETE (U.N.O.) Vc = 3000 PSI
STUDS. THE SOLE PLATE STRUCTURE B) REINFORCING STEEL - ASTM A615 GRADE 60
ANCHOR SHALL BE A MIN. Y2" C) WELDED WIRE FABRIC - ASTM A185 SIGNATURE IS NVMEN
BLUE INC
THREADED ROD EPDXIED
4" MIN D) SOIL BEARING (DESIGN MAX.) 2000 PSF Arm RAISED SEAL
E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BEATER,
WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE WITH NATIONAL DESIGN REVISIONS DATE
SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER ASSOC.
ALL STUDS SHALL BE SPF NO. 2 (UNLESS NOTED OTHERWISE). p
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-DISODIUM OCTABORATE TETRA FIELD ALTERATION
HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE --
ONTRACTOIZ SHALL CONTACT
TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED PONMOBASSOCIATES PRIORTOU
GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS MAKNVGANY STRUCTURALFEW
MODIFICATIONS WHICH MAY VARY
SHALL BE STAINLESS STEEL. FROM THE INTENT OF THE ORIGWAL
CONSTRUCTION DOCUMENTS.ANY
FELD ALTERNATIONS MADE PRIOR TO
5. ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET B� ASASOCIATESMAY RESUL D BY LOU IN
REQUIREMENTS OF ASTM A-325, TYPE I AND HOT DIPPED GALV. IN ACCORDANCE AMMONALENGINEERINGOR.
INSPECTION FEES.
CONTRACTOR SHALL WITH ASTM A-153. NUTS SHALL MEET THE REQ'MENTS OF ASTM A-563, GRADE DH,
VERIFY THAT A MINIMUM AND HOT DIPPED GALVANIZED IN ACCORDANCE w/ASTM A-153. ALL EXPOSED NAILS,
8" DEEP x 12" WIDE CONC. EXISTING WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED (UNO). ALL NAILS TO
FOOTING EXIST BELOW STRUCTURE NEW 2.2x10 DOUBLE TOP 2-CS20x24" LONG FASTEN THE 2 x6 DECKING SHALL BE 10d RING SHANK TYPE 316 STAINLESS STEEL. J
SYP#2 HEADER /- PLATE STRAPS EACH END ?JACK STUDS6. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO
OF HEADER. FOLD OVER SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION,
TOP PLATE AND FASTEN
TO JACK STUDS AND
HEADER w 7. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL,
10dx1Y2"
/ MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, r
COMMONS
EXISTING STUD SLEEVES ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.
8. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR
EXISTING STUD CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES;
FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS
ROUGH OPENINGPERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONS RUCT
SEE PLAN 3.2x4 SPF#2 JACK STUDS THE WORK IN ACS.DRDANCE WITH THE CONTRACT DOCUMENTS. t
j FASTEN TOGETHER w/ J �'
2-ROWS OF 12d COMMONS 9. EPDXY GROUT SHALL BE 'SET EPDXY-TIE ADHESIVE' BY SIMPSON OR APP. EQUAL„ •��
FOUNDATION PLAN. /
SPACED @ 6" O.C., EACH EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, UON. HOLES SHALL BE 1 4"
SCALE: 3/16" = 1'-0" Y2" THREADED ROD PLY LARGER THAN REBAR SIZE AND 1/8" LARGER THAN THREADED ROD SIZE.
EPDXIED 4" MIN. SIMPSON SP4
OR APPROVED
EQUAL Q■.
Uj J
6" AT STUD WALL 0
1 HEADER STRAPPING�-o SCALE: N.T.S. DETAIL
W
V W
EXISTING
STRUCTURE
i
of o
FASTEN EXISTING ROOF
FRAMING TO NEW HEADE ♦ Lnti
WITH 1-SIMPSON H2.5A
NEW 2.2x10
SYP#2 HEADER
SEE DETAIL 1/S1.0
- - - - - --- - -
SHEET INDEX
i
S1.0 PLAN & DETAILS
NEW 9'-0"MAX
OPENING oe
' LATERAL LOADS
i
PROVIDE 3.2x4
SPF#2 JACKS STUD COMPONENTS AND CLADDING:
EACH E , D OF HEADER
I
DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE do ASCE 7-02
EXISTING BASIC WIND SPEED -----------------120 MPH
IMPORTANCE FACTOR 1.00
STRUCTURE ----------------
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS MEAN ROOF HEIGHT ----------------15.0 FT
ROOF PITCH--------------------3/12
FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW BUILDING CATEGORY ----------------II
ELEVATIONS AND TYPE OF CONSTRUCTION OF EXPOSURE CATEGORY ---------------B I DO NOT SCALE DNAENSIONSFROM
THOSE STRUCTURES, AND NOTIFY ENGINEER ENCLOSURE CLASSIFICATION -------------ENCLOSED THESE DRAWINGS.IFADWIENSION5
UNCLEAR REFER TO THE
IMMEDIATELY BEFORE BEGINNING NEW INTERNAL PRESSURE COEFFICIENT ----------f ,fig ARCHITECTURALDRAWINGSOR
� CONTACT THE E.O.R
CONSTRUCTION OF ANY INTERFERENCES AND/OR COMPONENTS & CLADDING DESIGN PRESSURES (PSF)
DISCREPANCIES THAT MIGHT EXIST BETWEEN PLAN NAME
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD TRIBUTARY INTERIOR EDGE STRIP: r5506 FLEET LANDING BLVD.
CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL AREA (sf) ZONE 'a' 3'-0" DESIGN/DRAWN/CHECKED
TEMPORARY BRACING/SHORING, TEMPORARY 10 +25.9 -28.1 +2s.1 -34.7 AOB Cs LAP
SUPPORTS AND OTHER SUCH ITEMS OR OTHER 50 +23.2 -25.4 +23.2 -29.2 DATE
MEASURES NECESSARY TO PROTECT THE 100 +22.0 -24.2 +22.0 -26.9 05.09.08
STRUCTURE AND ANY PERSONNEL DURING SCALE
CONSTRUCTION. THE DESIGN ADEQUACY AND 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL AS NOTED
FRAMING PLAN- PRESSURES) APPLIED NORMAL TO WALL SURFACES.
SAFETY OF ABOVE ITEMS ARE THE SOLE 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. JOB NO.
RESPONSIBILITY OF THE CONTRACTOR. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE
SCALE: 3/16" = 1'-O" EXTERIOR SURFACE.
4. ALLCO PONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. SHEET
I 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' 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 ■
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ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
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