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I CERTIFY THAT, To THE BEST OF MY KNOME06E AND BELIEF, THESE PLANS AND
SPECIFICATION5 HAVE BEEN DESI&NED TO COMPLY WITH THE APPLICABLE STRUCTURAL
PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY 5T. LUCIE
COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS,
5Y5TEM5. AND RELATED ELEMENTS PROVIDE ADEQUATE RE515TANGE TO THE WIND LOADS
AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT
RESPONSIBILITY FOR THE STRUCTURAL DE516N.
A Al"NO&
CODE EDITIONS: 201"7 FLORIDA BUILDING CODE
b EDITION (RESIDENTIAL)
ASCE "1-10
2011 N.E.G.
BUILDING DE516N A5: ENCLOSED
5A51G WIND 5PEE17: WH5T OF TURNPIKE-____
EAST OF TURNPIKE_X
BUILDING GATESORY: I it X III IV
WIND IMPORTANCE.. 1.0
FACTOR:
INTERNAL PRE55URE .15
COEFFICIENT:
GARAGE DOOR SEE FLOOR PLAN FOR WIND
DE516N PRE55URE: PRESSURES
WINDOW DESIGN SEE FLOOR PLAN FOR WIND
PRESSURE:
PRESSURES FOR WINDOWS AND
.DOORS IN:INT. AN DENO ZONES
1-10 MPH.
WIND: SPEED
EXPOSURE:. G '
IMPACT PROTECTION APPROVED SHUTTERS
(EXTERIOR �.
OPENIN65): IMPACT RE51STANT X
&LASS
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RF51DF-NTIAL /
COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR,
GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE
INDICATEOON CONSTRUCTION PLANS.5
DEMOLITION NOTES:
1 VERIFY LOCATION OF ALL NEW WALLS PRIOR TO REMOVING ANY
EXISTING CONSTRUCTION.
2. VERIFY ALL BEARING CONDITIONS PRIOR TO REMOVAL OF ANY
WALL5,
5. PROTECT ALL EXISTING AREAS THAT ARE NOT TO BE DISTURBED.
4. ALL WORK SHALL BE DONE IN ACCORDANCE AITH ALL LOCAL
CODES AND ORDINANCES
5. VERIFY ALL EX15TINCP CONDITIONS AND DIMENSIONS PRIOR TO
STARTIN6 WORK. IN CASE OF ANY DI5CRIPANCIE5 BETWEEN THE
PLANS AND EXISTING FIELD CONDITIONS, NOTIFY THE ARCHITECT
IMMEDIATLY.
ST. UXA12 � I I T APPIWVAL OW"TTAL AM0111MAT
BUILDING PERMIT: BUILDING ADDRESS: CONTRACTOR:
OPENING SCHEDULE 5WING 120OR5, OVERHEAD DOORS, 5LIDING DOORS, FIXED CGLA55, WINDOWS I$ SKYLI(5HT5:
PRODUCT PRODUCT MODEL MANUFACTURER GLA55 ATTACHMENT METHOD TYPE, SIZE, EXPERATION D/
APPROVAL # SPACING # EMBEDMENT
#.
FL SINGLE HUNG VIWINCO (4) 1/4" X 3" TAP CON SCREWS a EACH AU6, 15, 2021
155,76.5 WINDOWS CLIP ON EACH SIDETOP AND BOTT.
ST AF AN(f..,HO Sr-,�H=LE
ALLOW UP
MARK
"M 5E NO.
? L
FASTENERS
LIFT
I
T5-22
(a) D
-IRIS LB.
(5) ax6" X 4" TAP CON SCREWS
2
ALL 5TRAP ANCHORS NOTED
ARE MR&R BY 51MP50N
5TRON6. TIE
ALL-5TUD BEARING WALL5:
5P-5 W/ (6) IOD X I Y2" EACH
STUD TO PLATE
CONNECTION TOP AND BOTT.
OF EACH 5TUD
EXISRS. EXI5T&.
WINDOW WINDOW
TO REMAIN TO REMAIN
m
26
DOWEL NOTES:
I FOOTING NOTE
2. SLAB NOTE:
3. COLUMN NOTE:
4. COLUMN NOTE:
5. BEAM NOTE:
10'-I
PEW 26 SH. PU OW
(IMPACT G
5 -5" +40 2��/-55A 4'-W r
DOWEL NEW FOOTING 5TEEL INTO EX15TG. FOOTING MIN 6" (5ET IN
HIGH STRENGTH EPDXY GROUT) AND CA57 INTO NEA CONCRETE
FOOTING.
PROVIDE I # 5 DOWEL X 24" LONG AT 24"OG: DOWELED INTO
EX15TINS FOOTING OR SLAB MINIMUM 6" (5E7 IN HIGH;5TRENGTH
EPDXY GROUT) AND CA5T INTO NEW CONCRETE SLAB.
PROVIDE I # 5 DOWEL X 16 LONG AT 16" 00. CA5T IN EXI5TIN6
N BLOCK CELLS. FILLED
n
CONCRETE SOLID WITH CONCRETE (MINIMUM 6
PENETRATION) AND CA5T IN NEW CONCRETE COLUMN.
DOWEL NEW COLUMN STEEL INTO EX1571N& FOOTING BELOW AND
BEAM ABOVE (MINIMUM 6") AND 5ET IN HIGH 5TREN&TH EPDXY
GROUT;
DOWEL NEW BEAM 5TEEL INTO EXISTING BEAM (MINIMUM 6") AND SET
IN HIGH 5TREN6TH EPDXY GROUT.
1) STRUCTURAL NOTES:
A. STRUCTURAL DRAWINGS SHALL BE WORKED T06ETHER
WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL PRAWINOB
TO VERIFY DIMENSIONS, LOCATIONS OF DEPRE55ED SLABS,
SLOPES, vRAINS, OUTLETS, RECESSES, R551 EET5, BOLT
Sk'YTIN65, 5LEEVES, ETC. DISGREPANCE5 SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING
WIYH THE WORK
B. ALL STRUCTURAL OPENIN65 AROUND OR AFFECTED BY MECHANICAL,
ELECTRICAL OR PLUMBING EQUIPTMENT SHALL BE VERIFIED WITH.
EgdUPTMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK
AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER
FOR APPROVAL A DRAWING DETAILINS THE OPENIN65, LOCATIONS AND
SIM PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL
MEMBER NOT 5HOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOYED
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
G. ALL WORK TO BE PREFORMED IN ACCORDANCE WITH ALL STATE, COUNTY,
AND OR MUNICIPAL CODES AND ORDINANCE5.
D. CONTiAGTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS INCLUDING
ANY REVISIONS BEFORE 5TARTIN6 CONSTRUCTIONS.
E. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS
ELSEWHERE UNLESS NOTED OR SHOWN.
P, COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
6. WHEN SPEWFICATION5 AND GENERAL NOTES 015A6REE, GENERAL NOTES
SHALL TAKE PRECEDENCE.
2) ELEVATIONS:
A. SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTIN6, COLUMN AND BEAM
I HEIGHTS.
5) CONCRETE,
A. COMPRESSIVE 5TREN&TH OF CONCRETE AT 25 DAYS F'G- 5A00 PSI.
B. TEST, A MINIMUM OF 5 CONCRETE SPECIMAN5 SHALL BE TAKEN FROM
EACH 50 CU. YD. OR PORTION 'HEREOF. 5PECIMAN5 SHALL BE TESTED
ACCORDING TO ASTM A-59, ONE AT 5, ONE AT TAND 5 AT 25 DAYS.
C. REINFORCING COVER:
CONCRETE DEPOSITED AGAINST THE GROUND B
FORMED CONCRETE AGAINST THE GROUND .2
BEAMS AND COLUMNS ................................. 1 1/2
SLABS................................................ ..... ............. S14'
SLABS ON &ROUND (BOTTOM ).............. I .
R/T SLA55 EXPOSED EXPOSED TO YEATHER_.... ..... : _....._1
4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AGI 602
A. VAPOR BARRIOR,
WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANGE
OF LE55 THAN 0.5 PERM5 IN ACCORDANCE WITH ASTM E-96 SHALL BE
PROVIDED UNDER INTERIOR SLABS.
B. 10IN153E NO VAPOR BARRIOR 15 USED THE SUB&RADE MUST BE DAMPED
WITH WATER IN ADVANCE OF GONGRETIN6. NO FREE WATER STANDING ON
THE 501L NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED.
C. ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL 15 TO BE
150LATW WITH I I—" THICK MOLDED
A9iM D-I"F32, TYPE. PRE- JOINT FILLER COMPLYIN6 WITH
D,
FINI5HIN6:
NO PREMATURE PINISHIN& SHALL BE ALLOWED. IMMEDIATLY FOLLOWING
FLOATING TROYELIN6 WITH STEEL TRONELS SHOULD BE COMMENCED IF
REQUIRED. BROOMIN& SHALL BE DONE AFTER THE STEEL TROWELING
ORtRATION.
BUILDING .....................STEEL TROWEL FINISH
OUTSIDE SLABS BROOM FINISH
5)
REIW--ORGINb STEEL,
A.
REINFORCING BARS CONFORING TO ASTM A-615 GRADE 60, INCLUDING
COLUMN AND BEAM TIES.
B.
WELDED WIRE FABRIC CONFORMING TO ASTM A-I65 AND SUPPORTED ON
SLAB 5OL5TER5 SPACED AT 5'-0"OC.
C.
FABRICATION AND DETAILING AGGORDINS TO A0I-515.
D.
ALL ACGES50RIE5 TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED
AFTER FABRICATION.
6)
MASONRY WALLS:
DOWEL EX15TG.
WINDOW
EXIST&.
WINDOW
A.
BEARING MASONRY SHOWN in IN PLAN SHALL BE ERECTED
5 I, 3,
TO REMAIN
TO REMAIN
PRIOR TO THE STRUCTURE ABOVE BEING POURED.
B.
NON -BEARING MA50NRY SHOWN 0 IN PLAN SHALL BE ERECTED
AFTER THE CONCRETE STRUCTURE 15 POURED AND ALL SHORING HAS BEEN
REMOVED. HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED
DEFLECTION HAS 000.)RED.
C.
MORTOR:
CONFORMING TO A5TM G-2-10, TYPE 'M" (2500 P51 J
-
-
-
D.
CONCRETE LINTELS:
OPENIN65 UP TO 4'-0" W X 4' WITH 2 04
OPENINGS UP TO 84T 6" X 4" WITH 2 M 4 TOP AND HOTT.
PROVIDE DOVETAIL ANCHORS AT INTERSECTION OP NON -BEARING
MASONRY WITH STRUCTURAL CONCRETE COLUMNS AND WALL5.
T) GENERAL BEAM 5GHEDULE NOTE5:
-
x
NEW 26 SH. WINDOW(IMPAC
A. SCHEDULE HOOPS OR STIRRUP5 SHALL BE PLACED AT EACH END OF BEAM
�c�
+40TGLASS)
.2/�5
NOTED OTHERWISE.
C.
e. BUNDLE ALL 5TRUCTURAL BEAM TOP BARS IN PAIRS OVER 511PPORT WITH
TOP BAR FROM ADJACENT BEAM.
SEE DOWEL
NOTES I, B,
C. ALL CONCRETE BEAMS OTHER THAN TH05E WITH THE PREFIX TB SHALL BE
5
POURED PRIOR TO PLACING THE BLOCK BELOW
D. ALL THE BEAM REINFosvN& SHALL BE CONTINUOUS THRU BEAMS ONLY.
E. ALL THE BEAM TOP REINFORCING SHALL EXTEND INTO 5PA14 OF ANY
_
ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM.
F. DROP BOTT. OF BEAMS A5 REQUIRED AT WINDOW AND DOOR HEADS (26"
MAX I
SARY
O ....ALL
ARCHITECTURE
AND
PLANNING
16 SOUTH RIVER
ROAD
5EWALLS POINT,
FL, 544196
OFFICE:
'772-225-1 "75
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AND ADD 2 5 BARS BOTT. IF DROP EXCEEDS 8.
``'• TH@ BEAM SCHEDULED DEPTHS ARE MWIMUMS AND MAY BE INCREASED (6" 01401" by
MAXIMUM TO FIT BLOCK WORK).
EXI5T6. EXIST&. IN
H.. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND W MINIMUM
WINDOW WINDOW WG�
INTO SUPPORTS UNLESS OTHERWISE NOTED.
-
TO REMAIN TO REMAIN I• PROVIDE 2 • 5 CORNER BAR5 AT ALL BEAM INTERSECTIONS (50" LEGS i�/�'Ri
MINMUN ).
5) TIM®ER: WGP
A. ALL TIMBER TO HAVE A MINIMUM STRESS &BADE F= 1,200 P51 AND DAM
B. ALL ROOF ELEMENTS TO BE SECURED TO BEAM OR OTHER STRUCTURAL AUG. 2rJ' ,. 2020
ELEMENTS WITH HURRICANE 5TRAP5.
1. G. TRUG55 MANUFACTURER TO SUBMIT SHOP DRAMN65 SIGNED AND SEALED
BY A FLORIDA ENGINEER.
— A5 NOTED
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T IN TO REMAIN : 0:0 1 a : W
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TO.MATGH E�1i7�T :c. _
R-5.0 INSUL, �7 e • Bocc
X PT. PT, 50LID WOOD BOCC
BLOCKING ANCHORED TO
GONG, WALL YA'" TAP
GON SCREWS AT 12" OC, Y
CAULK
SILL�� v
�L F7Z-- �ALUM. WINDOW FRAME ON
I
I X 5 PT. ANCHORED TO
GONG. ELK. INALL W/ 1/4'
TAPCON SCREWS
( MIN 5" INTO GONG. )
Ir
all
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-
EXIE ROOF
ADD NEW MTL. LATH AND
TRU E5 AT
ADD NEW MTL. LATH AND:—
PROVIDE STRAP ANCHOR AT
PROVIDE STRAP ANCHOR
AT _ �
STUCCO FIN. ON 2 LAYERS OF
24" CC.
STUCCO FIN. ON 2 LAYERS or -
EACH TRUSS TO BEARING WALL
EACH TRU55 TO BEARING
WALL
-
50 LB. FELT ON %" CDX.
50 LB. FELT ON %' GDX.
/ BM. CONNECTION
/ BM. CONNECTION
PLYWOOD 5HT6. ON EXISTS.
PLYWOOD 5HT6. ON EXIST&.
Gael,. `-..,
•.
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;. ,..,,n , ',� �''i✓�`-
•�. °�„.S':" *�k� s,!.`+.
GABLED END TRU55
GABLED E ND TRUSS.
-„k•c.;. _ ,,.. ., , .:..
•%a
E S, INSUL. -FIELD
INSUL. -FIELD
PROVIDE STRAP ANCHOR AT
INSUL. -FIELD
PROVIDE 5TRA12 ANCHOR AT
. , x2 „ {A, . � �
IFY
EACH TRUSS TO BEARING INAL
I Y
EACH TRUSS TO BEARING VIAL
BM. CONNECTION 4' .
/ BM. CONNECTION
riA
TOP OF IBM.t
TOP OF BM..
.:.
TOP OF BM..
TOP OF BM.
EXISTS. CONC. BM. TO.
EX15T6. GONG. BM. TO
EXISTS. GONG. BM. TO
REMAIN
REMAIN
REMAIN
t .
EXISTS. CEILING TO
EXISTG. CEILING TO
EXISTS. GEILIN6.T0
REMAIN / REPAIR A5
-.
REMAIN / REPAIR AS
I
REMAIN / REPAIR AS
REQUIRED
/�
REQUIRED
'
REQUIRED
NEW 8" X Ib" GONG. j
" X 4" FT. CONT. AT
NEW. B" X Ib" GONG
" X 4" PT. CONT AT
DOWEL NEW VERT. /i
" X 4" PT. CONT.. AT
BOND BM: W/ 2 # 5
.:.TOP AND BOTT.
BOND BM. YV 2 # 5
: TOP AND BOTT.
WALL REINF. INTO
I TOP AND 80TT.
CONT
/8" DRYWALL ON I"
CONT
DRYWALL ON 1"
EXI5T6. GONG. BM. MIN.
/$" DRYWALL ON I"
X 2' PT FURRING AT
X 2" PT. FURRING AT
b' AND SET IN HIGH
X 2" PT. FURRING AT
Ib" or,.
16" OG
STRENGTH EPDXY
i. Ib" OG
GROUT
SEE FOUNDATION PLAN
FOR VERT. WALL
REINF. SIZE AND
LOCATION
STUCCO ON GONG.--
BLOCK
PROVIDE #9 GA.
----
HORIZ. JOINT REINF. AT
16" or,. VERT.
SEE FOUNDATION PLAN
-
FOR VERT. WALL
-
REINF. SIZE AND
LOCATION
' EXISTG. FIN. FLOOR
AW - ------------
--------- -
EXISTG. FOOTING:r,�
REMAIN
\�
/
NEW 16" D. X 16" GONG. -_-_
FT6. YV 2 5 CONT
--.-_-_ a
BOTT.
\/
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NEW WINDOW SEE FLOOR PLAN
FOR 51ZE AND WIND PRE55UREB
---MEW WINDOW SEE FLOOR PLAN
FOR SIZE AND WIND PRESSURES
SLOPE 5TUGG0 51"
i
MIN. 4' GONG. SILL W/ I
CONT, —BILL
-:R-4.2 ROOD INSUL SEE FOUNDATION PLA \ R-4.2 RIDGID INSUL.
I X 4" PT. FURRING FOR VERT. WALL
" I" X 4" PT. FURRING
TOP AND BOTT. REINF. SIZE AND I TOP AND BOTT.
LOCATION
j WOOD. BASE STUCCO ON GONG. OD BASE
I5T6. GONG. SLAB TO BLOCK EXISTS. GONG. SLAB TO
/7RIEMAIN j REMAIN
I I
lEXISTS. FIN. FLOOR -_----- -
--------- t --
s�
EXISTG. FOOTING T
..: ..........: / REMAIN
/\
�•- . '\\ \\ \\ \\` NEW Ib D. x lb ..........:.::.:. \\ \
FT6.. NV 2 # 5 '._ '.,%/ 1..:.....,..:..i`
All
bt::c,o1*Tkli A TI 1 i
--- 5C: 5/4" = 1 -�" ------ -
SEE FOUNDATION PLAN -
FOR VERT. WALL
REINF. SIZE AND
LOCATION
STUCCO ON GONG.
BLOCK
PROVIDE " GA.
HORIZ. JOINT REINF. AT
16' 00. VERT.
SEE FOUNDATION F
FOR VERT. WALL
REINF. SIZE AND
LOCATION
EX15T6. FIN. MOOR
T----------------------------
�EXISTS. FOOTING.T "
REMAIN
%\ t
` NEW 16" D. X I6" GONG. -
FT6. W/ 2 # 5 GONT
BOTT.
SECT
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WINDOW SEE FLOOR PLAN
FOR SIZE AND WIND PRESSURES
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EXWO. GONG. BM. TO
REMAIN
EX15T6. CEILING TO
REMAIN / REPAIR AS
- REQUIRED
X 4" PT. CONT. AT
`TOP AND BOTT.
/8" DRYWALL ON I"
X 2" PT. FURRING AT
16" OC.
WINDOW SEE FLOOR PLAN
FOR 51ZE AND WIND PRESSURES
_SILL
�R-4.2 RID6ID IN5UL.
I" X 4" FURRING
TOP AND BOTT.
WOOD BASE
EXIST&. GONG. SLAB TO
REMAIN
\ \ \ \ \ \ \ \
t
..... -. NEW Ib ....._ ................. •\ \ \ .... :.... \ '. D X I6 GONG.
FT6. W/.2 # S GOUT /'
[ON G
SLOPE STUCCO SILLis
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MIN. 4' GONG. SILL YV I
-' CONT.
R-4.2 RID61D INSUL SEE FOUNDATION PLA
I" X 4" PT. FURRING FOR VERT. WALL
TOP AND BOTT. REINF. SIZE AND
LOCATION
WOOD BASE STUCCO ON -GONG.
EXI5T6. GONG. SLAB TO BLOCK
I
REMAIN
_ EXISTS. FIN. - FLOOR ---- - - -
-0-t`
i i \ EXISTS, FOOTING T
...... REMAIN
Sr., 9/4" = I'-U"
\/\\X'
50: 5/4" =
ARCHITECTURE
AND
PLANNING
I6 5OUTH RIVER
ROAD
SENIALLS POINT,
FL. 549g(o
OFFICE:
i72-225-1155
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