HomeMy WebLinkAboutSite Plan45 RBBAR 48' O C
4" CONCRETE SLAB w/ REBAR
-
#5 L REBAR ANCHORED FROM
DRILL AND EPDXY #5 REBARS
FGFJNS�FRALNOTES
SLAB THROUGH BLOCK WALL
5" INTO EXISTING SLAB
AND SPECIFICATIONS
N FOR,
THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2017 FBC AND ALL
8" CORE PILLED
BLOCK WALL
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ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS.
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THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY
PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR
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SOIL
GARY CAPAS
SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE
CONCRET REBAR ANCHORED
12"v
TO EXISTING
TO EXISTING CONCRETE CAP (5" DRILLED
_
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NEW COG
NEW COMPACTED SOIL/DIRT
^. AUTHORITIES.
& EPDXY INTO CAP 48' D.C.)
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WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED
EXISTING CONCRETE CAP
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DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL
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DIMENSIONS INCLUDING ROUGH OPENINGS AND CONDITIONS ON THE JOB AND MUST
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EXISTING CONCRETE SLAB
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NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS:
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EXISTING SEAWALL
PROPER FUNCTION OF'
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E FOR THE DESIGN AND PR
CONTRACTOR IS RESPONSIBLE THE GENERAL CONT- 4^ coxcRETa SLAB
PLUMBING HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY: -lz xlz CONCRETE FOOTINGS IIIIIIII—IIII... L
CTION OF
2 S #S STEEL CONTINUOUS
.NORMAL WATER LEVEL
' THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUN . i - ss L-BARS WITH za^ LEGS AT ALL CORNEI S. —
I.IIIII I I ICI I II I I L—III I
PLUMBING, HVAC AND ELECTRICAL SYSTEMS. MIN. 3,000 P.S.I. CONCRETE @ 28 DAYS -- -
- CLEAN COMPACTED FILL DIRT
uMODIFIED--
- 95 /" OF BROCTOR SOIL IN I2 LIFTS, TO
THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS- °• I
OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO " - —
�. I ( —L (I... EXISTING SOIL
DOCUMENTS: AND DEFECT'. — — — _ "-•:- _ I �, —
CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION— — — - '
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DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION _ — _ �411
OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING'WITH WORK. REASONABLE TIME—=---1—IIII—IIII—IIII; IIL1IIII1
NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST — — — — — SOIL LINE
— — — — IIILIIIIIIIL��,III—IIII=.IIII
AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR.
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DESIGN CRITERIA: 2017 FBC RESIDENTIAL —1 12" Min. - I =1 L INE111101 I--
WIND: 125 MPH NOMINAL WIND SPEED (162 MPH ULTIMATE WIND SPEED),
EXPOSURE D
SCALE1/2" = 1'
Minimum Concrete Coverage Chart
Location
Min (Inches)
Walls
12" Thick Or Greater
2"
Less Than 12" Thick
#5 Or Smaller ( )
(#6 Or Smaller)
1 1/2"
2-1 "
Slab
1"
Goncrete To Soil
31,
Exposed Concrete
(#5 Or Smaller)
(#6 Or 5maller)
1-1/21,
2"
Water Exposure
Add 1/2"
Exposed Corners To Have 3/4" Chamfer
Ca asso Concrete Deck Desi rl E Co 1 P.E.
P g n Ca o
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10701 S. Ocean Drive, Unit 901 FL. License No. 16921
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Fort Pierce, FL 34982 (863) 657-2323 Office
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BUILDING CATEGORY: N/ASECTION 1) TTAIL
SCALE:
CONSTRUCTION TYPE: N/A
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WINDBORN DEBRIS REGION: YES d R —
4 a r
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m ° , EXI5TING. PAYERS.' .. i.. d °NEW LONCRBTE SLAB
_ REBAR TIE INTO NEW
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FOUNDATION NOTES-d m° — — BLoc wAULANvexIBrING
FILL-IN EX15TING STAIRS w/ COMPACT :. °°d :4
d♦ e. — _ —
501E AND COVER ad CONCRETE LON d'� I CRETE SLAG
CONCRETE STRENGTH, d° d d
3,000 PSI AT 28 DAYS FOR ALL SLABS.
d
d° ♦ I d
3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. d ° d — —
„ : EXI5TINC RUBSERTREE • ° • °
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MAXIMUM SLUMP, 4 TO BE REMOVED EXIST TI
d d , e m ° d
° NG CONCRETE ° ° ad ♦ a e E%15TING CONCRETE <° EXISTING CONCRETE
'
SAW CUT AT 1/4 DEPTH OF SLAB AT 8' O.C'FOR 4" SLABS AND 12' d
CONTRACTION JOINT TO BE `
O.C. FOR 6" SLABS ON SAME DAY AS POUR. 41e
USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE d s
CONCRETE EXPANSION ANCHORS SHALL BE'SIMPSON WEDGE -ALL STUD ANCHORS' OR m n a
CO °
ENGINEER APPROVED EQUAL. EPDXY TO BE SIMPSON "SET" ADHESIVE @RAPPROVED EQUAL. 4
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.INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR . I : ' ; ,' :: ; ; ' , a _ 71
INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED.
* . .
JOINTS AROUND WINDOW AND DOOR FRAMES
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* JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. °
JOINTS BETWEEN WALL AND FOUNDATION ._
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BETWEEN ALL AND ROOF �sa1, F PR •, HOusEPuorPRINT
JOINTS W W . ,......�. „ , ,. .,. w'-, :.9k[� ., ,,., ...,. HOUSE 00T NT .,c r- _.. ., .. .. ° ,x:; f«r, ,W nOVS.. FCOTrRiNT ,1
"• x :+• `�, •:. .". n. 1, `a .. ,,. t- ,........ d a` :., :.:Sit'''.'. �,. :: .r.,. .-+� .. ,x. i.: °„
* JOINTS BETWEEN WALL PANELS
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UTILITY PENETRATIONS THROUGH EXTERIOR WALLS d$
GRADINGNOTES d
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1 CONTRACTOR TO VERIFY LOCATION OF
EXISTING UTILITIES I
x
2 PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. '
3 AREAS TO BE FILLED SHALL BE CLEARED GRUBBED TO REMOVE TREES, VEGETATION,
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ROOTS AND OTHER OBJECTIONABLE MATERIAL, LIFTS NOT TO EXCEED 6 INCHES, AND
... m.
NEW 2' b" BLOCK WALL, FILLED.
0
ud POURED CONCRETE
00
MAKE SURE EACH LIFT IS PROPERLY COMPACTED.
PROPOSED AREA TO ADD 2'-6" BLOCK : ° :.
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4 ALL BUILDINGS ARE REQUIRED TO HAVE A PRE -CONSTRUCTION TERMITE TREATMENT (PER
NALL, FILL nn DIRT AND POUR CONCRETE
ETE /
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EX STINOG CONCRETE
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ON)
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2O17 FBC 1OS)
°e PROPOSED AREA TO REMOVE ° NEW POURED CONCRETE/
• : EXI5TING CONCRETE -
I PAVES AND REPLACE CONCRETE 0
#5 REBAR 45 o C.
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5 INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
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BACKFILLING & COMPACTION ARE COMPLETE (PER 2017 FBC 1816.1.1).
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6 ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING
2 17 FBC 1816.1.2 Y BOXED OR FORMED
AREA PER 0 AN O
7 BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH
` XI
TING PLAN PROPOSED PLAN R MBAR LAIQU
PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE
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SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL -
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TREATMENT. (PER 2017FBC 1846.1.3).
SCALE1/Rn = 1'-0_' SCALE1/9" = 1'-0" SCAT"F•: 1/811 = 1'-011
°
8 A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION.' IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
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SHALL BE REQUIRED. (PER 2017 FBC 1816.1.4)
.: ,4Ht ,• • • ril}ii0 :: •.•_., X„,ua„ ,_„-.,•>1y,c v,+." i.a.,d.t,. .iv..ai'.L-.,.,3._::: ti8eha€I,nauiii&auuii,dtur , .. ubrv,x9arieiiili,• a3h3, ;vx uc.,5.,,wiu' •.: a.,:',a'i
TABLE R611.5.4(1)
9 AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
LAP
PLI
E AND TENSION DEVELOPMENT LENGTHS 13EI
BELOW AND WITHIN 12 INCHED OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE
a ° � concrete _ 12g 115
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STAKES, TUB TRAP BOXES, FORM; SHORING AND ANY OTHER CELLULOSE CONTAINING
MATERIALS. (PER 2017 FBC 2304.12.9.3) '
10 NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN
15'-0" OF ANY BUILDING OR PROPOSED BUILDING (PER 2017 FBC 2303.12.8.1).
11 ANY CONCRETE OVER POUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER 2017 FBC
1816.1.5).
12 EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR
GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALL (PER FBC 1816.1.6).
13 AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER
CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOIL
B RRIER IS APPLIED SHALL E RE TREATED PER FBC
BAR SIZE NO,
YIELD STRENGTH OF STEEL; riad (Mpa)
40,000(280) 60,000(420)
Spice length or tension cl
P 9
velo ment length inches
P B (inches)
Lap splice length -tension
4
20
30
5
25
38
6
30
45
Tension development length for
insight la
r.
4
15
23
5
19
28
6
23
34
Tension development length for i
a. 90-degree and 180-degree standard hooks with not less than 2 1/2
Inches of side cover perpendicular to plane of hook, and
It. 90-degree standard hooks with not less than 2 inches of cover on the
bar beyond the hook.
4
6
9
5
7
11
8
8
13
Tension development length for bar with 90-degree or 180-degree
standard hook having less cover than required above.
4
8
12
5
10
15
6
12
18
em to as requne 14 115 'J,: MAP T �C�TT®N
I -
Gap shall not exceed the
d° smaller of 1/5 lap length -
11�I
X
v
B:
of a. end 6in.
Irrina 4 '�: 4.
s
/
Reinforcement as required
a $
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DISTURBED AFTER THE VERTICAL A
• i•' Fort Pierce, FL 34982
1 ti 16:1.6) For SP. 1 inch=25.4 ,mn. - Wind Speed: 162 MPH [ Use
14 IRRIGATION/SPRINKLERS SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT,,
ro
ALL PER 2017 FBC 1503.4.4 . r 5 � : it n { + .:
BE INSTALLED WITH 12 INCHES OF THE BUILDING SIDEW ( ) 1� y�?� . :: i
:: , s' t:x cif, rtE � _ .:.; .::Id c
15 CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY 15�1
E i .: ? '?v,. .,p r;;h �, i„ ;-. 4'fh 3 + ;a ..;:-
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FROM THE BUILDING SIDEWALLS PER 2017 FBC 1503:7 . 9onEGHooK 90 Eonoox J _ s , , _
_• Ilkaiii _..-.,._ ,.,.w 179
B ::z•.,,. is r p , *, ".., .
16 THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS, PAINT AND a !
z 1..s:.
IVE EMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY � � - I
DECORATIVE Ca ..- o a o >. it;;"2akr>t . sm:- ,. IM°..
eO, a 4d. BEND v .. -t ,... ,;... ::: , ,r,. , WiNe:
u o 5� a k:tw, , . , .. ./1._.: r d...
_ rG N N ,.... . .. .. L...
6 BEND t , .. ,: .:... ._ .. .......... ... .s, m .... ._.
LE THAN 6 a ti N �6
ONTO THE FOUNDATION WALL AND FINAL EARTH GRADE SHALL NOT BE SS ". o • . , . ,. ,, , ,,,,,; ,, ,,,>• , ��., , r
) DIAMETER
DIAMETER _ F'. w
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:,3 -, . . Y..d . _S�r'.,a ._ , �. _ t , ..,,,... ,,>i�. _, , awn a
INFESTATIONS PER 2017 FBC o ,..., ). «
INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE TA s s F _9. _ °
( �. � � ,..�, ;,} Irlk .. ELECTRICAL SYSTEM CODE. SEC.2701
a a w w ;r.w„1t r :. � i-
4a
1403.8. ,a Iktdp °
,,.. �. .. �{ +•�(y ,. I MECHANICAL SYSTEM CODE. SEC.2801
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H LL BE ISSUED TO THE BUILDING DEPARTMENT A
17 A CERTIFICATE OF COMPLIANCE S A : •„ TM� �.: _ r. E v, t , , , , , ,,,,, , ,;, ,,,}:: _ „,, M, ''
PLUMBING SYSTEM CODE. Si
a
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ILL BE i d � C S•
LICENSED PEST CONTROL BEFORE A CERTIFICATE OF OCCUPANCY"W .,.� �. RFVi. TON, .
- =•e' � � ria�r: � CONTRACTOR SHALL VERIFY CONDITIONS AND
Side ver.. •m v£7"'"@. x..N,r,-,.>r x., .,, e..._'.H".',
a 180 DEG HOOK 180 DEG HOOK ,? a .. ,... - .-..
STATE. Rid wrar el slntk..,? 8
ISSUED. THE CERTIFICATE SHALLS a fnr, 90 ana F.: -:
DIMENSIONS AT THE JOB SITE AND NOTIFYTHE
4 > i k.�. <� a :.:.°. ,._ ... , .,. __ 09/11/20 CS Conce tual
TPREVENTION F
180 hook
A MPLETE TREATMENT FOR HE O , ?.�:. ,: ,. , . x,,y: ,
THEBUILDING HAS RECEIVED CO4 a a° � 1$0 ENGINEER OF ANY DIMENSIONAL ERRORS;
T THE TREATMENT 1S IN ACCORDANCE WITH THE RULES 5 v MEND 4 d. BEND
SUBTERRANEAN TERMITES. �,rt - OMISSIONS OR DISCREPANCIES BEFORE BEGINNING
DIAMETER `DIAMETER � CO ., �. ,I, ,x= -., s�R*xt th„. , ,....
RI LT RE AND CONSUMER SERV CES� ? , . ......... ..:. AND LAWS OFFLORIDA DEPARTMENT OF AG CU U cover onhaz , € . , ?� , s � ,�,
A a o� n a, _, : _ OR FABRICATING ANY WORK.
ebtmn A
of r90 hook S A S. ..,7 ...n ,�. ,....,....m„ ,.. _,.. .,..
exten o o oo rw i ll. ....
TREATMENT PROVIDE AND NEED FOR
, x c � .. ,.,. , 18 A PERMANENT SIGN THAT IDENTIFIES THE TERMITE P 41N. BUT NOT
tw`' ...
To the best of m knowledge, these tans are drawn to comply with
", Y g P
LESS THAN 4 &EXTENSION :? ,
D THE I v'
RE INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDE E SIGN owner sand/or budder s s ectficatlons and an char es made on _ _
_ , �, �' � o"� P Y g PROJECT # 20 285 2167
For SI. i degree - 0.0175 red. '
11�
, . w e one at the owner's and/or builder's
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL (PER 2017 FBC I, ,,, a e� them after prints are made Ill b d
'HOOKS FOR REINFORCEMENT IN HOOKS FOR IN LINTELS ,£ �
105.11/1816.1)FIGURE R611.5.4/2 wnit AND FouNnATlovs _ expense and responsibility. The contractor shall verify all dimensions
. \ ) k.
DEVELOPMENT LENGTH AN D COVER FOR HOOKS AND BAR EXTENSION Q and enclosed drawing. Cool and Cobb Engineering Company is not
Torsi: lmch-25.4 mrn,ldegree-O,Ol75 rad. j Figure zc�sdi Ul't I.�W"atrs" B2SJ, n Wind $$C+Li5 Volt, .:
'•' CC�� " �' 6 )i Speeds, alit . liable for errors once construction has begun. While every effort has
for Risk Cate Dr Ei Buildin4# ether Structures
FIGURE R611.5.4(3)
I !? 8 '� 8 n° been made in the preparation of this plan to avoid mistakes, the:
;,,,
r e contractor of the
D
r4n: � maker can not guarantee against human error. Th
STANDARD HOOKS ,x „_ ..,. I,..... _," a _r,x ., .x., ,.:�. � .. li, , ° ..,.. , ,. , t , , _ . ,. :..,,
Jprior to construction
job must check all dimensions and other details
and be solely responsible thereafter. SHEET 1 of 1
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