EL-6-13-1341_Plans 1. GENERAL REQUIREMENTS REVISION DATES:
1. PLANS ARE DESIGNED IN ACCORDANCE WITH THE LATEST
EDITION OF THE FLORIDA BUILDING CODE." 2010 EDITION
All codes having jurisdiction shall be observed strictly in the
construction of the project, including all applicable state, city,
and county building, zoning, electrical, mechanical, plumbing and
fire codes. Sub-contractors shall verify all code requirements
before commencement of construction and bring any
discrepancies to the attention of the Architect.
2. Details and sections on the drawings are shown at specific
locations and are intended to show general requirements
throughout. Details noted "typical" imply all conditions treated REMOVE EXISTING BEARING PARTITION AS
EXISTING WALL
similarly. Modifications to be made by contractor to accommodate PER STRUCTURAL REQUIREMENTS AND
minor variations. SEQUENCING, SEE STRUCTURAL DWGS 16'4"
3. All drawings shall be fully coordinated by Sub-contractors
ON BEARING PARTITION.
to verify all dimensions, locate depressed slabs, slopes, drains,
outlets, recesses, reglets, bolts settings, sleeves, etc. STL COLUMN. SEE
4. The Sub-contractors shall verify and protect all NON BEARING PARTITION.
- - - - - - - - - - - - - - - - _ _ _ _ _ SEE STRUCTURAL STRUCTURAL
service lines and existing site area from deterioration and - - - - - - - - - - - - - - - - - - - - FOR WALL - - - - - -
- - - - - _
damage. I REINFORCEMENT
5. The Architect/Engineer shall not be responsible for the REMOVE EXISTING FLOOR AS REQUIRED _� ( I - - - - - - - - -
\- - - - - -
safety and construction procedures, techniques, or the failure of FOR NEW STL COLS,
the builder to carry out the work in accordance with the drawings 11'- 15'-21" SOFFIT ABOVE -q 1 -
or the required codes. I "
6. Contractor shall obtain all necessary building permits.
7. Sub-contractors shall bring errors and omissions which may 3
occur in Contract Documents to the attention of the Architect in A1.1.0 REMOVE NON BEARING HEADER. VERIFY - .j 5
writing and written instructions shall be obtained before
proceeding with he work. The Contractor will be held responsible ADO SMOKE/CARBON MONOXIDE DETECTORS. I Z
for the results of any errors if Contractor failed to notify the AIVY ARO ALL CLOTN ANO RU88ER I T o � o
Architect before construction and/or fabrication of the work. ^ I m ~ o
INSULATED CQNDiJCTORS TO BE REPLACED.
8. The Contractor and Sub-contractors shall verify all dimensions I b > w w W
and job conditions of the job site sufficiently in advance of work I I I U U Q A
to be performed to assure the orderly progress of the work. I I SOFFIT ABOVE Ix U
9. Sub-contractors shall maintain the premises clean and I E"4 O m o
free of all trash, debris and shall protect all adjacent work from I '-_4 • a
damage, soiling, paint oversproy, etc. All fixtures, equipment, REMOVE EXISTING BEARING PARTITION I 0- °° NON
BEARING I I Q-+ 93 15 o
glazing, floors, etc., shall be left clean and ready for occupancy �� AND DOOR AS PER STRUCTURAL I ° PARTITION
W H
upon completion of the project. REQUIREMENTS AND SEQUENCING. SEE I I ° o - - VA, [--� Z -4?
o
10. Shop drawings shall be submitted to the General Contractor, STRUCTURAL DWGS a _ _ H
M.�
who will then submit to the Architect to review for conformance - - - - - - - - - o
with the design concept of the work. In areas where the drawings - - - - - - - - SEE STRUCTURAL + �"
o
to not address methodology, the Sub-contractor shall be bound to - - - - - - - - =` - - - - - - FOR WALL -
-I z 0 0
perform in strict compliance with the manufacturer's specifications - -
P P P � � - �1 ( � � REINFORCEMENT
and/or recommendations.
I I I STL COLUMN. SEE Z , o
11. All manufacturer's printed warnings for handling of products !"J��7GY ( 1 ( 1 STRUCTURAL T ° m C5
gd z
must be strictly observed. I lJ 0 _..�L J I � Z w
c w w
12. All codes, trade standards and manufacturer's _ o °' ~ °
instructions referenced in the Contract Documents shall be the - - - -- - e Q I EXISTING WALL �
0 Z w
D_ 1-4 c
latest editions. I L` o
13. The Sub-contractors shall make no structural changes without I I I 64 REMOVE EXISTING KITCHEN CABINETRY o o W
written approval of the Architect/Engineer. ( � I I L�� IJJ I o m
4. FINISHE AND APPLIANCES
o Y CABINETRY, FIXTURES ® 0
1. Provide and install gypsum wallboard in accordance with I - - - - I I Z AND APPLIANCES, [4
"American Standard specification for the Application and I I I e
Finishing of Gypsum Wallboard", as approved by the American I IJ y«'� I DBL OVEN REF PANTRY e�
- - -
Standards Associate, latest edition. _ _ _ _ I - - - - - - - - - _ ( N
2. Application of paint or other coating shall be in strict I I I �+' �o N
accordance with manufacturer's direction. Ready-mixed paint
shall not be thinned, except as permitted in the application I I U
instructions. I
3. All exterior and interior surfaces shall receive the painter's j�fl� 777777777 ka o.9
finish except color coordinated factory finish surfaces. Top and
bottom of all doors to be sealed and painted. K � x+
4. All surfaces to be finished shall be clean and free of EXISTING ELECTRICAL EXISTING Q U "'0
a
foreign materials (dirt, grease, asphalt, rust, etc.) l S NG ELECTRICAL 0
5. Application shall be in a workmanlike manner providing a ` .� I� PANEL TO REMAIN PANEL o
smooth surface. Application rate shall be that recommended by _ _
the manufacturer. Application may be by brush or roller or by r
spray if paint is formulated for spray application.
RODB[GUEY RAYEfO ARCH[fS(,TS INC.HEREBY PRffi'S6Vg4 DS
6. Interior paint shall be as per Owner specification. K COUON LJ COPYRIGHT AND OTHER PROPERTY RIGHTS
- - - - - - - Of THESE PIANS,SPECD'ICATIONS,DESIGNS AND IDEAS.
s Provide exterior and interior surface finish per Owner's I F - THESE nAn SP&WATIONS,AND IDEAS ARE
NOT TO
schedule and specifications. BE COPIED,OR REPRODUCED IN ANY NWU WITHOUT
8. Provide ceramic tile and accessories complying with I ( FIRST OBTAINING THE EXPRESS WRITTEN PERIIS•SION
OF
Tile Council of America Specification 137.1 in colors and I Of RODRIGUEZ RAVELD ARCHTPELTS INC. .
patterns selected the Owner from standard colors and
patterns of the approved manufacturers.
9. Install ceramic tile in compliance with pertinent I Demolition Plan Floor Plan
recommendations contained in the Tile Council of America L - -
"Handbook for Ceramic Tile Installation" and manufacturer's 1/4"=1'-O" 1/4'"=1'-0" Cd
printed instructions.
7. ELECTRICAL
1. Sub-Contractors shall provide and install all labor, ® o
materials, and equipment necessary to install wiring, related
fixtures, electric heat elements, and control. All work shall 0 r r_
comply with National Electrical Code and state and local codes
and ordinances. Sub-contractor shall coordinate work with all
other trades. Terminal hookup is required of all fixtures and U V
appliances, motors, fans, and controls. U V
2. Electrical system layouts are generally diagrammatic, - _ - - - - -_ - - - -_ - - - - -_ = A \
location of outlets and equipment is approximate. Exact routing w
or wiring, locations of outlets shall be governed by structural
9 equipment requiring ?� tiF -GYP. BOARD CEILING
conditions and obstructions. Wiring for e ui ment re uirin
maintenance and inspection shall be readily accessible. 3 m
3. Materials'and equipment shall be new and listed by >< I MTL. CHANNEL SECURED TO C4
Underwriter's Laboratories, Inc. and bear their label TRUSSES
wherever standards have been established and their label � s � I 1/2• GYP WALL BOARD •rl
service is regularly furnished. I ON WOOD TRUSSES 1/2 GYP. WALL BOARD EA, SIDE
4. Provide GFI outlets where shown on plans
5. All new outlet boxes for receptacles, tv antennas, or A15 A18 CONTINUOUS 3-5/8" x 3-58" MTL. STUDS 0 16" O.C.
telephone jacks in rated walls must be metal or u.L. Rated I I 1 3/8" (24 GA.) METAL �
25 A. • 1w
for use in one hour construction. CHANNEL ATTACHED TO MTL CHANNEL SECURED TO
6. All openings required by electrical contractor to be closed Site Plan EXIST WOOD TRUSSES. EXISTING FLOOR
to match finish ( E
7, Installation heights above finish floor unless otherwise noted: 3/32"=1'-0" ( CORNER BEAD WD. BASE
Wall hung telephone 56" off �T
Telephone jacks 12, off °o I /EXISTING FLOOR
Light switches 48' off A17 T
Receptacles 12" off ° All �13 A17 \ I 1/2" GYP, WALL BOARD SEE PLAN
Television jacks 12" off ° M \ - ON 3 5/8" METAL STUDS
8. All new smoke detectors shall be 110 volt, hardwired to PHUT LOCATJIOVV Pf#1��T LOCA7X7lrV FAN F - - - - ® 16. O.C.
SOFFIT AND FRAMED OUT NON }"1
nearest bedroom circuit battery backup, & inter-connected. - - - - -
BEARING COLUMNS TO MATCH
9, Electrical contractor shall not install outlet boxes back to A9,1
1
back : this in order to prevent sound transmission between - - - _ _ - _ _ y _ 4,j �`
rooms w :: A17
10. Contractor to coordinate exact location of all new >< Y 2 12013
Alft
lighting, fans, tv, phone, etc. With owner R94 Af�tt A17 `
fFI 17 Al I i
11. Contractor to verify location of oN existing electrical K(lc�p Eay6t 3 F A15 • . •
components and provide as built drawings for all new and Rzlhr A16 0 1 GFI Section Slofflt Section-Non existing
to remain electrical layouts - m NO Bearin Partlti�rr�---
DEMOLITION NOTES �t c sit
5 „_ „_ , „
31 CL
' qI{1 I A17 1/4 -1-0 6
1/4 -1-0
(as applicabie) 0 3 - G I
1. Prior to and during any required demolition, the general O0 ? - - A15 y
contractor shall verify all existing dimensions and conditions in N } 5t
the field and report any discrepancies to the architect or rw1 . »Oq A17 "" "" A17 X NOTE:
engineer in writing.Prior to proceeding work. The contractors shall x 1.- A/C TO BE - .
/ NON CURRENT WITH A/C STRIP HEAT
DBL OVEN REF PANTRY
obtain written instructions on how to address the issue in � b 13 A17 PANEL PANEL M SD 24 CIRCUITS
z Sheet Index
question. To ensure that the structural integrity of the existing r SERVICE: 1-PHASE 120/240 VOLT 10000
A.I.C. 200 AMPS MLO f- p 1
building is in no way compromised. w i MOUNTING: FLUSH FEED FROM: METER BUSS RATING 200 AMPS `�
A1.1.� Plans
i � - - - - - F CSf DESCRIPTION POLES VARE CONDUIT LOAD K CJR DESCRIPTION POLES MIRE
CONDUIT LOAD(KW)
2. Sub contractors shall verify and protect all service lines ,' GFI FI A6, z1 1 W)
A3
and existing site areas from deterioration and damage. 4 M 1rlGt A15 A13 3 PRYER 2/30 8 5.0
2 C COMP 2/50 8 NC m (3 S-1 Structural
3. The architect or engineer shall not be responsible for :�� � ' 4 ro x S-2 Structural
5 C 2/50 6 7.0 B VEN 2/50 B 8.0 p
safety, construction procedures, techniques or failure of the ,r 2 7 B >
builder to carry out the work in accordance with the ! N
drawings or the required codes. Q 9 ANGE 2/50 B 5.0 10 WATER HEATER 2/25 10 4.5 a:
y
�; EXISTING ELECTRICAL 11 12 0 �1
4. Contractor shall review all of the plans and details priori PANEL
to demolition. fd9 f4 aer� t fix " 13 GFl SMALL APPLIANCE 1/20 12 1.5 14 DISPOSAL 1/20
12 1.5 •
t - ' 15 GM SMALL APPLIANCE 1/20 12 1.5 16 DISHWASHER 1/20 12 1.5 E
5. All contractors shall maintain the premises clean and ro
free of all trash and debris, and shall protect adjacent 17 GENERAL LIGHTING 1/15 14 1 18 FLORIDA RM-UVING
RM 1/15 14 1.5 11-- z
areas from damage. X 19 HOOD FAN 1/20 12 1.5 20 GARAGE 1/15 14 1.5 W F-
v
' _ _ _ _ _ _ _ _ 21 REFRIG 1/20 12 1,5 22 WASHER 1/20 12 1.5 " 0 t] C
6. Contractor to identify and remove/ relocate
F 23 SPRINKLER PUMP 1 20 12 1.5 24 MASTER BEDROOM-BEDROOMS 1
/ replace all ` O POINT ALONG COUNTER TO BE MORE THAN / /15 14 1.0 p 0 ❑' U a o
exposed wiring electrical per nec standards or plumbing fixtures -
not designated for use. Once identified, contractor to coordinate N6 iitfiW" .� � � 4 2 FEET FROM G.F I PROTECTED RECEPTACLE. I
TOTAL 25.5 KW TOTAL LOAD 46.5 KW TOTAL 21.0 KW 2 z Q � N
with owner and architect disposition of item. w; laae _ Q
�� PUT 0"RlOTACLEUNDERSINK ANC SYSTEM @ 10oi 9000 w = s000 w �?. ¢ NN m
1st 10 000w @ 100z = 10,000 w
7. Items designated for demolition shall include associated ALL- AU.FIXED APPLIANCES ON DEQICAT>;0 REMAINING 3650q
@ 4O'L = 14,600 W
F F- �
hardware, fasteners and related systems. , ' w HE 6191 St b m
8. All areas are to be patched and/or repaired in preparation TOTAL LOAD =32,600 W
for new construction and/or finishes as indicated within TOTAL CALCULATED LOAD =32,600 WATTS DIVIDED BY 240 VOLTS
=1359 AMPS +
,b Y +aff ^ , bm �;r s,e�, xid
this set of construction documents or as required by the n � .� 7 N�Y�� PROJECT NUMBER:
a �., ,� b _ �-.. . sue..
architect. eke Ward 201309
og
9. Demolition of mechanical, plumbing, or electrical systems
shall include removal of associated ductwork, pipes, con- Electrlcal Plan •
duns, wiring and other related equipment. Ne 00$I t4E�`'`�.� ���: Electrical Panel
•: • ' wl' SHEET NUMBER:
10. Coordinate interruption of utilities with the building owner. N�`'0 P"�'
11. Areas affected by demolition, which are not designated •for new construction or finishes, shall be patched or repaired V2cation Ma
to match adjacent conditions. A 1 • 1 •O(:D NTS
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J013 SITU`:
STRUCTURAL NOTES
1240 M N.E. ,• r
MIAMI SNORESM, irl.. 53138
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IN
WTH FOLLOLMNG CODES AND SPECIFlCA110NIS:
STRUCTURAL DESIGN HS •' ;: :
y.Y9 /i"�(:`!, k in ;!/ r <�:.r!,.. ,1;{.'y�!v? ';{::!;r::!:•:,•ii';.%!::>� ai•',i:,1::{!:%i':i / !
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I FM Mil;.;%,,.,!:, // !// !/ /::% i/.,: !i%�%!''l:i.:�i�.'•: �•i!%, !
THE FL D�. LDING CODE
/.
R STRUCTURES. :!:,,!,-!!%' ,::,.,;,!,! < .>,:%<:,<!;::>; <,::•.,%!:
- DESIGN LOADS FOR BUILDINGS AND OTHER
MINIMUM
Z. ASCE '
4r 41
:... :.: /.G:.. �< /; : I .haw ..,.
E RE UIREMENTS FOR STRUCTURAL CONCRETE. €'
3. ACI
18 �BUILDING COD Q ''' :.:. ,: f: !,.
^ ABRICATI AND ERECTION OF STEEL FOR r ; % ; ..! "!;:•!` ';':; -;%:<,;;;,,,,
TtJTE ff STEEL OONSTRUC'TION SPECIFICATIONS FOR DESIGN, F CN,
INSII „!r..,<...:.....%.. ;.lam%.
4. AIM
SN K ,.N yw y:{,./,:, r..%n l,: .;qs ";:<i�,,. / .i•!!l:!.e.;.i r n " r "
/ 2 0 8 6-6
TION. 1,K ��v, :i.,.,/�• :r%:::>. %.i1;a.,%%.;::%�!?�'f';!:::".'i.!,:'ii''':.,..:.n: :`•'%•i.%. !,%:!
BUILDINGS", 13th EDI
IN BUILDING COLrS1Rl1CTIOPI'. LATEST EDITION. b, ;-<::<.:,,:;,.:::,:: <+;;!• OVERRAN
� AW5 D1.0 AMERICAN VI.IDING ASSOCIATION OODE FOR WELDING y!y
�g �y.�,� STANDARDS
":;� r�,: ... 6i. ' ..:., ! ! .. "4"yi:,.Y.i!% :!!S rr.l:•r.v:,.;r'::«,,.. lnl,«! .;.....,: .%../...,
THE IYJ[J\L.,R.a.L JIf7�{fIV6W rl.r:.:r.:'...:..r..,,.,.../:...,::,.,,.:.'...:.,..r.....::d.Y;:%�;i>yY,:!•;r:,:!: r r;.
p��u��i���� AND REGULATIONS AND THE REQUIREMENT'S OF !
6 IN THE EVEN OF CONFLICT O,OOES r ' .
STRINGFN
T SHALL GDVERNL
FlCATi THE '!+
SPED
OF THESE CIS, s p , ,•,,:
1 :..:: ,.:.,., .... .,:, .:'::: / ./'.'• dw: y+j f• ::,9.,.✓�Z 1,:.4ra4. :i .. .., /.!.! .!..:i.....,.�v..::/:/;%ii!:'i%ii:<.«/:«i:
!j:�i:.„
LOAD. 4.�� ,�T •�.�, .. ,.;,. :>'�.'
7. DESIGN
A) WIND LOAD:
. .., '., 3 4 .y;, o,�/i '!, /: :.{;.;.fir./....., ..!/.•:!r••:,:.,�i':•r.•, ! r i!
WIND SPEED ...........
H
176,
BSI
!!<
IMPORTANCE TANCE
WIND Y�j
& ,4. /.
• VN..N - .. r...!'.,.:•:,
WIND EXPOSURE: i + 0.18
INTERNAL PRESSURE _
.. ,:..,:. !•%,...,../,. «.:: %;: !« ! ;'.!;, is%:'�^^�'� z.°<.
._.._ PREPARATION
... ,.ray/(•../r for .::�1�/,, ::::, ...
r
MINIMUM OF 959G % /..,::<.:. !;;:•.!% !%a!:;:
A WITH A HEAVY SELF PROPELLED VIBRATORY ROLLER TO ,: ;./;,,. ,,,,,,«•,,/ ,_ ""
A CONSTRUCTION AREAS
ACT ALL r. r «. . _ . _., ..... ,..
1. COMP ,,,, ,,/,l... :: �
<.,..: f,. x N �: Ott !://• !!, .::!;::,t / !,.::%:.;:<,.<:;%',.,;:;;!r. II
RECTOR IN ACCORDANCE WITH ASTM D-1557 BUT NOT LESS THAN 10 PASSES IN EACH DIRECTION. .::, _
MODIFIED P
s, !
E /:•,..:!.;%.::,>%,,.;,,:,, %.;,.,;,ii!:::,.:,!r,,.; %.»;-%%:,<..,;.•;,.:...::!«<.,.,.:!r,
A LL CONSTRUCTION AREAS TO REQUIRED ELEVATION IF NEEDED USING CLEAN GRANULAR MATERIAL r /
AND COMPACT AS INDICATED IN ITEMS 2. ,.� ....G€.�. z�:
NOT TO EXCEED 12 INCHES IN THICKNESS
PLACED IN
LIFTS .:
// r...,:' :...fir.. .:rr.{,�.i1::::y;.%;::C';.:% ::.�:.>,i;'�g• !aY:,:;:;1::
AND RECOMPACT USING HAND HELD ,4 �n
FOOTING AREAS ONLY IF NEEDED TO PROPER DEPTH :r ;
EXCAVATE � 4
EQUIPMENT AS INDICATED ABOVE.
EXIT. GIRDE TRUSS
3. CARE SHOULD BE TAKEN NOT USE VIBRATION IN CASE OF EXISTING STRUCTURES IN THE VICINITY OF THE
CONSTRUCTION AREA. IF VIBRATION CAN NOT BE USED FOR COMPACTION, STATIC COMPACTION MAY BE `
APPLIED. HOWEVER, IN THE CASE, THE COMPACTED LAYER SHOULD NOT EXCEED 6' INCHES IN THICKNESS.
�+
4. ALL CONSTRUCTION FILL MATERIAL SHALL BE CLEAN GRANULAR SOIL, FREE OF ORGANICS OR OTHER : N•T.5, REMOVE PARTIAL BEARING
DELETERIOUS MATERIAL. AND SHALL CONTAIN NO MORE THAN FIVE PERCENT FINES PASSING A U.S. STANDARD LOCATION MAP ���
DELETE �» I WALL AFTER STL COL.
DE TER SIEVE. TERIALFlED AS SW/GW) NEW W6x20 GALV. STEEL
INSTALLATION EXIST. CONC. TIE BEAM
5. VERIFY ALL COMPACTION EFFORTS BY TAKING AN ADEQUATE NUMBER OF FIELD DENSITY TEST IN EACH LAYER SEE DETAIL 1 SEE DETAIL 2a
BEAM II i
OF COMPACTED MATERIAL AND IN EACH FOOTING PAD.
2 6. REPRESENTATIVE SAMPLES OF THE ON SITE AND PROPOSED FILL MATERIAL SHALL BE COLLECTED AND
TESTED - - -
A A - - - - - - - - 1- A s-2 -�- - - - - - s-2
70 DETERMINE THE CLASSIFICATION AND COMPACTION CHARACTERISTICS. e ...... ..... -1T T
7. ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR S-2 - _ -
........ ...
HIS REPRESENTATIVE TO VERIFY COMPLIANCE WITH OUR SPECIFICATIONS AND THE FLORIDA BUILDING CODE 2 A SEE DETAIL lb-----' I
PROVIDE NEW GALV. STEEL
8. IN THE EVENT OF EXISTING STRUCTURES, EXISTING FOOTING OR PROPOSED DRAINAGE LINES, PROVISIONS SHALL
BE MADE BY THE STRUCTURAL ENGINEER AND SITE CONTRACTOR TO PROTECT AU_ FOOTINGS FROM ....,.,.,. EXIST. GRADE
COL. -SEE DETAIL
UNDERMINING AND EXPOSURE THE GEOTECHNICAL ENGINEER SHALL BE NOTIFIED OF THESE CONDITIONS TO BEAM TO REMAIN
EVALUATE THE APPLICABILITY OF HIS RECOMMENDATIONS.
SEE DETAIL 2b
FOUNDATION_ _ _ EXIST. PRE-FAB WOOD
II I TRUSSES ®24" C/C
1. FOOTINGS HAVE BEEN DESIGNED FOR 2,000 P.S.F. ALLOWABLE SOIL BEARING CAPACITY. PRIOR TO THE _ II
INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR NEW BUILDING a, STRUCTURES OR ADDITIONS, THE EXIST. GRADE
BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM AN BEAM TO REMAIN
ARCHITECT OR PROFESSIONAL ENGINEER. SAID STATEMENT SHALL CLEARLY IDENTIFY THE ALLOWABLE IN-PLACE
BEARING CAPACITY OF THE BUILDING PAD FOR THE NEW BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL
CONDITIONS. THE CERTIFIED IN-PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY WAY OF l - II
PARTIAL BEARING _
RECOGNIZED TESTS OR RATIONAL ANALYSIS AND SHALL MEET OR EXCEED THE DESIGN BEARING CAPACITY. _._...................._...__.... -..--.-. REMOVE
x20 GALV STEEL
_..................................................................................
WALL AFTER STL. COL. �� o • II I I I BEAM 6
2. ALL FOOTING EXCAVATION AND COMPACTION SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL INSTALLATION
ENGINEER FOR THE BEARING CAPACITY INDICATED ABOVE PRIOR TO CONCRETE PLACEMENT.
3. FOOTINGS SHALL BE FOUNDED ON WELL COMPACTED VIRGIN SOIL OR ON ENGINEERED FILL AT THE ELEVATIONS
EXIST. GRADE
BEAM TO REMAIN
SHOWN. -
- - - - - - -
4. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE SOFT OR WEAKENED SOIL YVI1N SEE DETAIL 1b - -- -
- - - -' PROVIDE NEW GALV. STEEL
- -
STRUCTURAL FILL
. ... .. ....... ........ ........ ....... ......... 1
f SEE DETAIL 2a
_ 2 . ... ._...__.._. .._ ...._ - _...._..._ .........
COL.COL. -SEE DETAIL
5. ELEVATIONS SHOWN AT FOOTINGS ARE TOP OF FOOTING ELEVATION (T.O.F.).
I 16' - SEE DETAIL 2b
6. ALL EXTERIOR FOOTINGS TO BEAR MINIMUM 2'-0" BELOW ADJACENT GRADE. UNLESS OTHERWISE NOTED. SEE DETAIL 1
ADJUST BOTTOM OF FOOTING AS REQUIRED. EXIST CONC. TIE
....
..">.
7. FOR CONTINUOUS WALL FOOTINGS, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN (48) BAR I I /DIAMETERS AND REINFORCEMENT SHALL BE CONTINUOUS
AROUND ALL CORNERS AND CHANGES IN DIRECTION. /.., .• BEAM
CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL I)
< _..,�
� I �
STEEL AROUND THE CORNER (48) BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL I ��---AREA OF WORK °°°
EXTEND (48) BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS t'Ctj ...
ARE REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNMENT BY TRANSVERSE BARS SPACED NOT 1 ""
MORE THAN (4) FEET APART.
SOIL COMPACTION
1. COMPACTED SOIL IS TO PROVIDE A SATISFACTORY SUBGRADE FOR THE LOAD BEARING CONCRETE SLAB ON ,,,•, . . '::. ...
GRADE. BACKFlLL MATERIAL SHALL BE GRAVELLY SOILS, WELL
SANDS, AND SAND-GRAVEL MIXTURES
RELATIVELY FREE OF PLASTIC FINES AND CLASSIFIED AS SP, SW, SP-SM OR SW-SM. I j; • •; � -
2. FILL AND BACKFILL SHALL BE BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS. EACH -;_ """"""""""' • II
I
LIFT SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY ..........." """'"""'.."."" "" .........
DENSITY NEAR THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY AS
D-1557. -
3. MINIMUM SUBGRADE MODULUS, K, SHALL ACHIEVE 200 L.B/IN"2 PER IN (OR PCI) AFTER COMPACTION.
TERMITE PROTECTION_
PER FBC SECTION 1816, TERMITE PROTECTION SHALL PROVIDED BY REGISTERED TERMINTICIDES, INCLUDING SOIL r
APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF
TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON
COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA V 1
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.'
CONCRETE SLAB ON GRADE.
1. WUM MIRE REINFORCE)ANT FABRIC SHALL OONFORM TO ASTM A185 AND SHALL BE LOCATED IN THE MIDDLE TO THE UPPER
ONE THIRD OF THE SLAB. UNLESS OTHERNISE NOTED
PARTIAL FOUNDATION PLAN 5CALE: I/4"� I'-0 PARTIAL ROOF FRAMING PLAN 5CALE: iw=
2. VETOED WIRE REINFORMIENT FABRIC SHALL BE SUPPORTED WM THE APPROVED MATERIALS OR SI PPORTS AT SPACING NOT TO
EXCE>:D 3 FEET IN ANY DIRECTION, OR IN ACCORDANCE WITH THE MANUFACIU RER'S SPECIFICATIONS.
3. A 5 MILS POLYETHIIFTE VAPOR RETARDER SHALL BE LAPPED NOT LESS THAN 6 INCITES,
4 ISOLATION JOINTS MUST BE USED AT JJNICTIONS WTH WALLS AND COLLWA USE ')t' THICK PR[]�tOLDED JOINTS FULL DEPTH OF SLAB.
UNLESS OTHERWLSE NOTED.
5. PLACE CONTROL JOINTS AT CFTLIER LINE OF COLUMNS. FOR UNREINFORCI� OR PLAIN CONCRETE SAS, PROVIDE JOINT SPACING OF
24 TO 35 TIMES THE SLAB THCKNESS UP TO A MAXIMUM SPACING OF 12 FEET. UNLESS OTH MSE NOTED.
ti TI-E RATIO OF LONG SIDE TO SHCRT SIDE OF THE SLAB SHALL BE A MAMMUM OF 1.3 HOHEVER, A RATIO OF 1 TO 1 IS Pte.
7. CONTROL. JOINT DEPTH SHALL BE AT LEAST X OF THE SLAB THICKNESS OR A MINIMUM OF 1 INCH, V110 VAR IS GREATER JOINTS
SHALL BE SAVO `MTHN 4 TO 12 HOURS AFTER OONCREIING
8• CONS'1Rl=CNS JOINT MUST BE PLACED IN THE SERB WAX BUILDING EXPANSION JOINTS ARE SHC%L UNLESS O1HIEMSE NLOIED f LOOK PLAN
9. WfN CONCRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONISTRUCTION JOINTS SHALL BE FORMED WITH Bl1RKE KEYED
KOLD METAL JOINT FORM OR APPROVED EQUAL
10• ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE Ir PRE-•MOLDED JOINT FILLER COAPI_YING WTH ASTM D-1752, TYPE
I.
11. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATE FCI.LOwNG FLOATING TRONUJNG WLIH STEEL. TRONk7_S SHOULD BE COMMENCED IF
REQUIRED. BROOMING SHALL BE AFTER THE STEEL TROWELING OPERATION.
12 SLAB FINISH TYPE INSIDE BUILDING - STEM IRO AELEI% OUTSIDE SLAB - BROOMED, UNLESS OTHERWISE NOTED.
(reVtt 't date TO THE BEST OF THE ARCHITECT OR ENGINEERS drawing date: sheet tide: seal/signatuw. sheet
number.
NORTH
KNOWLEDGE, THE PLANS AND SPECIFICATIONS {�,,.
COMPLY WITH THE LE FIRE MINIMUM CODES Manuel E. SiquesP.E. ■ drwn
AND THE APPLICABLE FIRE SAFETY STANDARDS °�7� �ikd '
AT THE TIME OF THEIR PREPARATION AS KT M.S.
DETERMINED BY THE LOCAL AUTHORITIES IN CONSULTING ENGINEER'CIVIL®STRUCTURAL S - 1
ACCORDANCE WITH SECTION 105 (F.B.C.) FLORIDA LIC. #20233
BUILDING CODE AND 633 FLORIDA SATUTES. drawing
I S.W. 12th. TERRACE, MIAMI, FL. 331" 1240 N.E. 93th. Street, Miami Shores, FL., 33133 AS SHOWN consecutive
PHONE: 305-586-4776 � � (b`hj project number.
date: of sheets
PROVIDE #6 FILL CELL
HW= 1450 PSF
8"x8"x16"CONC. BLOCK
t/4" PROVIDE #6 FILL
-�---- CELL
BEAM HIT-HY 150 BY HILTI EXIST, WOOD TRUSSES®2 /• DRILL 6"INTO EXIST GRADE
'C C W6x20 GALV.
R W/ N STEEL BEAM
EPDXY
�,•L 3"x3"x5" DRILL 6"INTO EXIST. GRADE
EXIST.GRADE BEAM BEAM W/HIT-HY 150 BY HILTI m
2-5/8"ox6" EPDXY
KWIK HILTI BOLT
EXIST. ROOF TRUSSES - EXIST. ROOF TRUSSES W6x20 GALV. L�-Xrx
STEEL BEAM PROVIDE #6 FILL CELL STEEL
5/8"0x6"
KWIK HILT1 BOLT
EXIST.P.C.P. PROVIDE #6 FILL
CELL
PLAN VIEW
EXIST. CONC. BEAM TO
REMAIN W6x20 GALV. STEEL BEAM �� ����I 5CALE: I�_ I'-O'
l b S-2 GROUND ATTACHMENT ®eta b SCALE: I'= I'-O"
S-2
16P-611 ROOF ATTACHMENT
N U - NEW 3 "x3 "x1/4" GALV.
STEEL COL.
Ow.
EXIST. DECK TO
NEW 3"x3"x1/4" GALV. Q�''• REMAIN
STEEL COL.
O EXIST. WOOD FRAMING
TO REMAIN
15'-0" NEW 3 "x3 "xt/4" GALV
TO EXTERIOR WALL
STEEL COL. J' 1/4" STIFF
EXIST. WOOD FRAMING 1/4" ;° u
EXIST. 8" C.M.U. WALL I i' 4" TO REMAIN »
„ 1/4" STIFF 3.5"x9.5 x GALV.
oo EXIST. GRADE BEAM STEEL PLATE
3.5%9.5%1/4"
.EEL PLATE 4" GALV.
2 V
1U ST - 03/4°x4 3/4"GAL
EXIST. 1x6 T& G FLOOR i I " „ „ M KWIK HIL11 BOLT II EA,
1 q ( NEW 3 x3 xi/4 GALV. _.. _ _. .__.r;.r-
\,S-2,) DECK R
STEEL . ^ KWIK HILTI BOLT�I EA. -.___.._._ ..._ SIDE
L CO
EXIST. 2"x10" 016" WOOD ° M EXIST, GRADE BEAM
- -' - FRAME TO REMAIN
SIDE
2a ..
w M ..
EXIST. GRADE S-2 1/4" STIFF N N
EXIST. GRADE BEAM
..
-------------
1/4"
3.5"x9.5"x1/4" GALV.
f ' STEEL PLATE
PLAN VIEW
D
EXIST. P.C.P. EXIST. P.C.P.
IV
EXIST. P.C.P.
�i
i
EXIST. GRADE BEAM 5CAL
Detail 2a E: 1 + FRONT VIEW SIDE VIEW
EXIST. CONCRETE PILES TO REMAIN GROUND ATTACHMENT
Section TRUSSES ®2 C/C EXIST. WOOD 1.5" 1.5" TRUSSES 0 2' C/C
A �--4„
SCALE 314" = 1'-0" S— 3%5"A/4" GALV.
STEEL PLATE
V, 0 W6x20 GALV. STEEL
NEW 3 "x3 "x1/4" GALV. BEAM
N ..
STEEL COL, I . . .. 4.. ... L
1/4"
5.5"x6"x1/4" GALV. 2- 01/2"THRU BOLTS
D „ „ 1/4” STEEL PLATE GALV.
W6x20 GALV. STEEL 3x5 x1/4 GALV.
BEAM STEEL PLATE 1/8" W6x20 GALV. STEEL
BEAM
NEW 3 "x3 "xt/4" GALV. PLAN VIEW
STEEL COL. SECT.O
Detail 2 b SCALE: I I/2"= 1'-O"
ROOF ATTACHMENT
dale by TO THE BEST OF THE ARCHITECT OR ENGINEERS dmvdng date: sheet tilde: a mVeignature: sheet number.
KNOWLEDGE, THE PLANS AND SPECIFICATIONS NORTH
COMPLY WITH THE APPLICABLE MINIMUM CODES Manuei Es J"'A d�AND THE APPLICABLE FIRE SAFETY STANDARDS ®
t;hkd
AT THE TIME OF THEIR PREPARATION AS ' KT M"S"R 14,3%,s DETERMINED BY THE LOCAL AUTHORITIES IN CONSULTING
ENGINEER-CIVIL®STRUCTURAL.
S 2
ACCORDANCE WITH SECTION 105 (F.B.C.) FLORIDA LIC. #
BUILDING CODE AND 633 FLORIDA SATUTES. d "
8331 S.W. 121h. TERRACE, MIAMI, FL. 33144 f i3 1240 N.E. 93th. Street, Miami Shores, FL., 33133 AS SHOWN
consecutive 305�586"47305-586-47718 pnoject number:
on ®
date: of sheets