2233 SEMINOLE RD REVISION BLDGGENERAL NOTES:
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER
DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF
EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION C F ANY PREFABRICATED
COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND
DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, IN 3ERTS, OPENINGS,
ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.
THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATIO
ENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORE
SUCH WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CF
PLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHOD
SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES
CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING RE
NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCT
PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO C
PRACTICES APPLICABLE AT THAT TIME.
till- 1_UMBFR SHALL BE DRESSED. #2 S.P., DRY MAX 19% MOISTURE COP
ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, ITN DIR
OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESS
TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLI
BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND COI
OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGI
REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AN[
IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS
CONTINUED, LONG TERM PERFORMANCE.
ALL WEATHER PROOFING DESIGN. FLASHING ETC. IS BY OTHERS. NOISI
ONLY. ALOHA
AND INSPECTION OF
:ATED FROM THESE
OF CONSTRUCTION AND
WD REGULATIONS.
IUIRED TO STABILIZE
ON IS COMPLETE.
RRENT CODES AND
CT GROUND CONTACT,
IRE PRESERVATIVE
ATION.
TACT WITH CONCRETE
METAL PRODUCTS USED
S NECESSARY FOR
CONTROL IS BY OTHERS.
FASTENERS:
EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG -TIE CO. IGH STRENGTH
ACRYLIC ADHESIVE (AT -XP). ALL ANCHORS SHALL HAVE A MIN. 2 1/4" E GE OF CONCRETE TO
CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 6" EMBED U.N.O. INS ALL ALL ANCHORS
PER MANUFACTURERS WRITTEN INSTALLATION PROCEDURES.
METAL FRAMING ANCHORS:
PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWIN
SIMPSON STRONG -TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFA
SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONT,
MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z -MAX' CO)
GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFA(
COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BAS[
REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS.
STAINLESS STEEL AND ZINC -PLATED FASTENERS MAY NOT BE COMBINE[
STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZIN(
WITH ZINC -PLATED CONNECTORS.
CODE
FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL
FLORIDA BUILDING CGDE 6TH EDITION (201,7) EX?STF ImG
DESIGN CRITERIA:
WIND LOADS: GRAVITY LOADS:
WIND SPEED: 130 LIVE: 40 PSF
WIND EXPOSURE: D DEAD: 15 PSF
MANUFACTURED BY
'URERS WRITTEN
T WITH CORROSIVE
=D, HOT -DIPPED
JRER FOR
TREATMENT (ACZA ETC.)
USE ONLY STAINLESS
LATED FASTENERS
NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS REGION. WINDO PROTECTION FOR FLYING
DEBRIS IS NOT REQUIRED BY CODE.
BUILDING CATEGORY: II
INT. PRESSURE COEF: .18/ENCLOSED
BUILDING MEAN ROOF HEIGHT: 25 FT
ALLOWABLE-VASD DESIGN VALUES
COMPONENT AND CLADDING WALL OPENING PRESSURES
INTERIOR EDGE
OPENING SIZE (FT -2) PRESSURE (PSF) PRESSURE (PSF
0-10 +29,-32 +27,-49
20 +28,-31 +25,-46
50 +26,-29 +24,-41
100 +24,-28 +22,-37
END ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIOR CORNERS.
DRAWING INDEX:
S1 --STRUCTURAL NOTES
AND SPECIFICATIONS
REPAIR PLAN
REPAIR PLAN
PLAN NOTES 1/8"=V-0"
REPAIR FOR LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE TO RESTORE DECK JOISTS TO THEIR
PRE -DAMAGE CONDITION. SCOPE OF REPAIR IS LIMITED TO DECK JOISTS ONLY.
SCAB DECK JOISTS AND INSTALL ANCHORS AT LEDGER AS INDICATED. REPLACE EXISTING WATER DAMAGED
JOISTS.
REPAIR DESIGNED PER FEC -6 EXISTING AND IN NO WAY DO THESE PLANS IMPLY ENTIRE EXISTING
STRUCTURE MEETS THE NEWEST FLORIDA BUILDING CODE. ALL OTHER MEMBERS OTHER THAN INDICATED
ARE ASSUMED TO BE WITHOUT DAMAGE AND IS THE CONTRACTORS RESPONSIBILITY FOR VERIFICATION.
SCAB ONE SID'= OF EXISTING
WITH 2x6 SP#" AND .131x3" f
STAGGER SPACED 4" O.C.. AT -
LEDGER WITH SIMPSON A35 A
BEAMS WITH SIMPSON H8.
INTERNAL TEMOORARY SUPPOI
MAY BE REMOVED.
ATTACH EXIST_ -JG LEDGER TO
MASONRY WALT_ WITH 1/2" DI
AT 16" O.C. MAX. SPACING, EF
W/STANDARD `,WASHER AND N
EXISTING DECK EXISTING_ MASONRY
WALLED RESIDENCE
REVISION
BP# QCs! ov 1j
DATE _/ it 1 ��
SIGNED h_
DATE— 3-26-2018 11
JOB NUMBER: 8175
STRUCTURAL NOTES 11
AID SPFCIFK'ATlc)N, „
DRAWING SHEET:
S-1
'PAUL
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59660 0 =
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�ON AI L I 0J_,(' 2018
C. PAUL DICIACOMO
FL PL #59660
A.E.I.
1LOHA ENGINEERING IN
770 wokemont DR.
ORANGE PARK
FLORIDA 32065
C E R T I F I C A
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DATE— 3-26-2018 11
JOB NUMBER: 8175
STRUCTURAL NOTES 11
AID SPFCIFK'ATlc)N, „
DRAWING SHEET:
S-1
'PAUL
�I9
59660 0 =
p ' STATE OF
cs' '• FLORI��'.•' `tib
�ON AI L I 0J_,(' 2018
C. PAUL DICIACOMO
FL PL #59660