683 Selva lakes Cir 2013 interior remodel (2) k
DESIGN SPECIFICATIONSGENERALSPECIFICATIONS NOTES Et CONSTRUCTION
EXISTING TRUSS
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GENERAL NOTES:
LouPonti o and
DESIGN CODE: MEANS AND METHODS: Associate, Inc.
2010 FLORIDA BUILDING CODE RESIDENTIAL
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK 420 Osceola Avenue
OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
DESIGN LOADS: ACTUAL AND UNIFORM LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: FL:CA#8344 SC:CA# 3579
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR CONTACT USWITH-YOUR COMMENTS
WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF COMMENTS @ LP-A.COM
ROOF FLOOR FRAMING. ITEMS NOT DESIGNED PRE—ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, 2-12d TOENAILS
TRUSS—TO—TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. ® EACH TRUSS `
ROOF LOADING (cd=1.25) (cd=1.00) V YAR AFT SIMPSON �•'��•�'�CEN`s��%'p',
TOP CHORD LIVE LOAD 20 psf 40 psf DESIGN IS VOID ONE E ER THE DATE OF THE ORIGINAL DOCUMENTS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf COMPLIANCE. HTS16 �* ' No.53311 `'
BOTTOM CHORD LIVE LOAD 10 psf 0 psf
BOTTOM CHORD DEAD LOAD 5 psf 5 psf MATERIAL SPECIFICATIONS: STATE OF •le
HARDWARE AND ANCHORS: F '•�. �Q
6X6 POST GRID...• N
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. ``r��l isk,% �a O
DEFLECTION CRITERIA: OVAL i,
i �Na�manna �'
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. BEAM TO TRUSS CONECTION
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED.
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL SCALE: 3/4" = 1 '-0" DATE
BE 1/4" LARGER THAN REBAR SIX AND 1/e" LARGER THAN THREADED ROD SIZE. (U.O.N.)
ANCHORING ADHESIVE:
EPDXY: RED HEAD EPCON G5.
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO 8 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
_ FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
- ---- FIELD ALTERNATIONS MADE PRIOR TO
F-- BEING APPROVED BY LOU PONTIGO 6
r� ASSOCIATES MAY RESULT IN
W ADDITIONAL ENGINEERING OR
j INSPECTION FEES.
�- CASU AR
CAS A � o
(, L_ DWNG C BATH /
D R � � � BATH
LANA �
(0 LAUNDRY
UA � A LO LAUNDRY W
+ � --
UO
D/W
� 2X6 WALL � � K � TCHEN 2X6 WALL K T �, HER W tJ J
�L
\ LIJ
F_ 0 Uj
EXISTING CORNER ��\ IxX CONTRACTOR TO Q
Q0 J POST MIN (2)2X4 �� ` — VERIFY MONOLITHIC
_
O O F� +J \� \-J NEW FOOTING.
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9.5 LVL 1 .9E L
REF
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Lip) >
\\\ j NEW 6X6 POST
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�---------------------- ———————
NEW 6X6 POST w/ABU66
7 WALL TO BE w/ABU66 ® 1 BASE. fy UJ V)
REMOVEDV) V
/--s' BASE.
S1 . 0
L � + LJ V N G mU
V R
�-
9'- 4"
DODO R006 Q
Y
NG
0
ROOM D N N G
ROO !0
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�.. KITCHEN
c=
C.2 WALL
Lai REMOVAL 0
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
0 CONTACT THE E.O.R.
' ►x x "0 PLAN NAME
O X41 BROST
NEW FRAMING PLAN E DESIGN/DRAWN/CHECKED
EXISTING FRAMING PLAN o � P.- �S JD LAP
U U A o A DATE
" = ' "
SCALE: 3/8 - 1 '-0" A � 02.2.,3
- 0
Q OW CONTROL NO.
SCALE: 3/8 1
2138
OTRUSS ID.
A o LPA NO.
BORS-13-00132
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