HomeMy WebLinkAbout39735 Chancey Rd (3)JJG
Modular Building Walkway and Foundations for : 00_69
AGAPE BAPTIST CHURCH
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MODULAR BUILDING 2 INSTALLED BY OTHERS MODULAR BUILDING 3 IN5TALLED BY OTHERS, MODULAR BUILDING 4 INSTALLED BY OTHERS, MODULAR BUILDING 5 INSTALLED BY OTHER5
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1�' ' N GENERAL NOTES � CD � v �
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SCALE: 1' INDEX TO DRAWINGS 10'-0" 9 y
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to L" ;. I. OCCUPANCY OF BUILDING-6 - G CL
GROUP B' BU51NE56 - I%TRUGTIONAL USE UP TO 4 HOUR5 OR USE PER DAY. ARCHITECTURAL :2 m
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FLOOR PLAN Qto
2. AREA OF EACH MODULAR - 10565F
A-2 EXTERIORRIOR ELEVATIONS L)
3. OCCUPANT CONTENT PER MODULAR = 46 a 205F/PER50N Lm m 3
4. THE ALUMINUM ROOF COVER OVER THE WALK 15 TO BE FUTURE AND NOT PART OF TH15 WORK. Q
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STRUCTURAL
CONFIDENTIAL - THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN
IS CONFIDENTIAL AND MAY NOT BE DISCLOSED, COPIED, ALTERED OR
REPRODUCED TO ANY PERSONS EXCEPT AS PERMITTED IN WRITING BY:
:7. PROVIDE CRAWL SPACE f-%UL'1r=5 AND VENTILATION AS $-I STRUCTURAL NOTES
-4 A. FOR EACH MODULAR, PROVIDE ONE PREMANUFACTURED AGGE55 5GUTTLE MIN. I8"x24' 6-2 DICK FOUNDATION AND FRAMING PLAN
B. FOR EACH MODULAR, PROVIDE GRAV4L SPACE VENTILATION EQUAL TO I 5F FOR S-3 COVERED WALKWAY FOUNDATION PLAN
EACH 150 5F, OR7-1/25F TOTAL MINIMUM. VENTS ARE TO BE PREMANUFAGTURED 6-4 SECTIONS AND DITIALS
FOUNDATION VENT5 WITH CODE APPROVED RODENT RE-515TANT 5GREENIN(5
EQUAL 015TRIMTED ON ALL 4 51DE5 OF MODULAR. PWMIBIN
596 — -0
�05 P-1 PLUMBING PLAN
PbW to S�VW
7,3 C5- mm to w*acw in compmft wo ELECTRICAL
ss"codes.
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This MView 5-1 ELECTRICAL LIGHTING AND POWER PLAN
to b. a ** *pow of to mwow PWS It is in
mpa%ft ID emm #* ta p** we
Aik .4applicable NFPA 00dss and
DYKES -JOHNSON ARCHITECTS, INC. CW00 cmwwr-m gmt that further examination Or
WcW ofdkwM. inthe HAV-E BEEN REV
,vg,.t SMO of`mn-moiame, it shaD In U-oMn-MD PLAN(S)
THESE DRAWINGS ARE THE PRIEWED
OPERTY OF DYKES—JOHNSON ARCHITECTS, INC. SNMPCW expewto SFIRF, MARS11AVS 0MCF, 21
AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE ft cof*acws sole, mponwity, at their sole gy ZE? 3:
OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE arm in compoance. The City 8ssumOs nO DOW.
DRAWINGS, REGARDLESS OF HOW MINOR, WITHOUT THE WRITTEN APPROVAL bring those awe er. 41
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OF DYKES—JOHNSON ARCHITECTS, INC. AND/OR CONSTRUCTION EXECUTED FROM resomblity tr the convadOrls f9jiure to be in COMPI 10jewer:
FROM THESE DRAWINGS WITHOUT THE EXPRESS APPROVAL OF DYKES—JOHNSON SHM
ARCHITECTS INC,, OR ANY CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY ap WkAbe NFPA cwes and kxNA 0drimims- ILL
REASON BY ANY PERSON OTHER THAN DYKES—JOHNSON MCHITECTS, INC., SHALL SlIA—L'
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AUTOMAtICALLY RENDER DYKES—JOHNSON ARCHITECTS INC HARMLESS TO ANY FLORID
8UITS, OR 611TI�PVFI�1&1 ANY 1,�T SIL
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Y1API'90JW15H LD BOUN IONS A C RATEDY qHANESDAWINGS REVIEW DATE -0eE
THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. ALL
C,',,,T 01:,,'7
D DOCUMENTS ARE INVALID UNLESS SIGNED & SEALED BY AN AUTHORIZED j1- 1 � 1 ,III's
AGENT OF DYKES—JOHNSON ARCHITECTS, INC. CITY OF ZEPHYRHILLS OF
PLANS EXAMINER jC'_')
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GENERAL STRUCTURAL NOTES:
BUILDING CODES AND SPECIFICATIONS
1, Florida Building Code, 2007 Edition with 2009 Supplement
2, B ilding. Code Requirements for ReInforced Concrete ACI 18- 02
3, Building Code Requirements for Masonry Structures ACI 530-02/
ASCE 5-02/TMS 402-02
4, Specification for Structural Seel Buildings, AISC 9th Edition,
5. Structural Welding Code DIA (American Welding Society)
DESIGN LOADS
1, Live Loads,
Roof..... ,,,,,Ilt,s,l/,,i1,111,20 PSF
Timber Walk .„,111,,,80 PSF
Modulars,,,1,/„11/,111,,,40 PSF
2, Wind Loadl
Design Wind Speed, 120 MPH
FBC 2007, SECTION 1609
3, Dead Loads,
Roof System
Deck
Roof Ing,,,,,,i,,,14,,,,,,1„£,,,,,,1„111,,,1,,,1,1,11,/1,1... ,.,,,,4 PSF
DG c k� ............. +�,,A!!
St r u c t u r e „1,1, ,,,,,,17,,,,)............. .......
Mechanical/Electrical/Plumbing,,,,9
Ceiling & Miscl„1,1„1„1,,,,,,,,,,,1,,,,,,,,,,,,,,111,,,,,,,8
4, Other Loads,
Contractor shalt submit cut sheets for all equipment Including but not
limited to hvac package units, air handlers, generators and chillers,
Information shall Include weight and any special support requirements,
See architectural and mechanical drawings for details relating to roof
mounted equipment curbs,
DRAWINGS AND SPECIFICATIONS
1, Do not scale these drawings for dimensions not given,
2, Advise Architect of dimensional discrepancies between architectural
and structural drawings prior to commencing construction of affected elements,
3, Verify all existing field conditions and dimensions prior to commencing
construction,
4, These drawings are Intended to be used In conjunction with those of other
trades including but not limited to architectural, mechanical, civil, etc;
Refer to drawings of other trades for details relating to the structural
components,
5, The Contractor shalt carefully study and compare the Contract Documents
and shalt at once report to the Architect any error, inconsistency or omission
he may discover, Bring any conflicts to the attention of the Architect for
resolution prior to commencing work on Items affected,
6, The Intent of the Contract Documents Is to Include at[ Items necessary
for the proper execution and completion of the work, The Contract Documents
are complementary, and what Is required by any one shall be as binding as if
required unless It Is consistent therewith and Is reasonably inferaeble therefrom
as being necessary to produce the intended results,
7. In the case of conflicting Information, the Contractor shall assume the
more costly alternate, unless directed otherwise In writing,
8, I the case of ambiguous or missing Information, the Contractor shalt
assume a member size, quantity or, quality consistent with slmilar areas In
the project, unless directed otherwise in writing,
9, The Contractor shalt not be compensated for the addition of structural
components when the omission, mislabeling or other deficiency should
have been noted during the Bidding phase, and brought to the Architects
attention,
10, The Contractor shall perform no portion of the work at any time
without Contract Documents or, where required, approved shop drawings;
product data or samples for such portion of the work,
SHOP DRAWINGS
11 No structural drawings shalt be reproduced for use as shop drawings,
2. All dimensional coordination shalt be done by the Contractor and/or his
detalter
3. Detaiter shalt check all architectural and mechanical drawings for all
attachments, cops, openings, or duet work affecting structural members,
All Items shall be shown on shop drawings,
4, Shop drawings shall be submitted to allow sufficient time for processing,
Six (6) sets of shop drawings shall be submitted for review,
5. Provide sufficient space on shop drawings near title box for stamps and
comments
6. The shop drawings shall bear initials of detaiter's checker and contractor prior^
to submIsslon,
7, Completed erection plans shall be submitted prior to or In conjunction with
detail drawings, But in no cane shall detail drawings be submitted
prior to erection plans,
8. Contractor shall have shop drawings which have been satisfactorily reviewed
by the Architect and/or Engineer and confirmed b the Contractor
before proceeding with any work,
9, General Contractor shalt submit shop drawings and corresponding calculation
for the aluminum structure, The shop drawings shalt be signed and seated
by a professional engineer registered in the State of Florida,
CONSTRUCTION SAFETY
1, These drawings do not Include provisions to satisfy safety
requirements, Contractor is solely responsible for ensuring safety during
construction., and for conformance to all applicable OSHA Standards,
Job site visits by Engineer shall not constitute approval, awareness or
liability for any hazardous conditions,
2. Do not overload one segment or span of a beam continuous over several
supports, Beams should be loaded as gradually and evenly as possible until
the futl load Is In place,
3, Erection sequence shall be determined by the Contractor, and shall not
cause over stress or excessive deformation of structural members,
VALUEENGINEERING EN NE NG
1, Any changes to the structure shall have been reviewed and approved In
writing by the Architect prior to commencing work on items affected,
FIELD MODIFICATIONS
1, Any changes to the structure shalt have been reviewed and approved In
writing by the Architect prior to commencing work on Items affected,
2, Any changes rude without prior approval are subject to review by the
Architect Contractor shalt provide sketches, photographs and written
description of each deviation from the plans for the Architect's review,
FOUNDATIONS
1, Maximum net Solt bearing pressure used for design,,,,,,,,2500 PSF
2, Notify Architect If footing excavation reveals unsuitable or unstable
soils, or materials or conditions not previously anticipated,
3, Consider the possible Impact of groundwater on construction techniques,
using seasonal variations, any other site Indicators and your
own judgment,
PORTLAND CEMENT CONCRETE
1, Concrete Quality and Placement,
Foundations and walls, 3000 psi, 3' to 5' stump
Fitted cells In block, 2500 psi, 8' to 11' stump, 3/8' pea gravel
Beams, 3000 psi, 3' to 5' stump
Slabs on Grade, 3000 psi, 3' to 5' stump
a. Fly ash shalt not exceed 80 per cent by weight of total
cement content, if used,
bl Stump limits shall be strictly adhered to, Use superplasticizer
to increase workability, at contractors option,
c. Maximum mixing time (from batching to placement)
Air temp less than 85°F, 90 minutes
Air temp 85'F to 90°F, 75 minutes
Air temp over 90'F, 60 minutes
d. Mix design shalt be submitted for approval,
e, Concrete cylinder testing & reports are to be furnished by subcontractor,
2, Minimum Cover,
a, Footings, 3 in, to bottom and unformed sides, 2 in, to farmed sides
b, Other, 2 In. to main reinforcing, 1 1/2 In, to ties and stirrups
3, Coordinate drawings of all trades for required embeds, openings and
accessories not shown herein,
4, All reinf orcement shalt be securely held in place by standard accessories
during concrete placement,
'5, Bars shall be grade 60 conforming to ASTM A615,
6, Welded Wire Fabric shalt conform to ASTM A185,
7, Detail and fabricate reinforcement In accordance with 'Manual of Standard
Practice for Detailing Reinforced Concrete Structures', ACI 315,
8, Provide minimum tap splice of 30 bar diameters, but not less than 24
Inches, for all reinforcing bars, unless noted otherwise, Stagger splices in
adjacent bars at bast 24 Inches, except In beams and columns,'
'9, In watt footings, grade beams and bond beams, provide bent bars at
corners and Intersections of the same number and size as the straight Fars,
10, Exposed edges of beams and columns shah be chamfered a/4 In, u,n,o,
11, See architectural drawings for locations of anchor slots In columns,
beams and concrete stabs,
CONCRETE SLAB ON GRADE
1, Intended usage Is for pedestrian traffic only,
2, Compressive Strength at 28 clays ,,,1,3000 psi
3, Minimum thickness„,,,4 In,
4, Maximum stump at point of delivery,,,,,4 in,
5, Maximum aggregate size ,,,,,1 In,
6, Entrained air content,,,,,44%
7, Fitt saw cuts with etastomerlc sealant after cleaning with compressed air.
8, Welded Wire Fabric shalt be WWF 6x6-W1,4xW1,4 in flat sheets, unless
otherwise noted, conforming to ASTM A185,
9, Place Welded Wire Fabric centered In depth of slab-an-gracle unless noted
otherwise, Lap all, mesh joints two full meshes;
10, Interrupt typical stab reinforcement at all construction and expansion
joints, See specific details for any dowels required for shear transfer,
11, Cut every other wire along the line of saw cut control ,joints prior to
placing concrete, Make saw cults within 12 hours of concrete placement, or
as soon as cuts can be made without raveling,
12, Provide 1/2 in, preformed expansion joint material where slab abuts
vertical surfaces such as watts and columns,
13, See architectural drawings for exact locations of depressed areas In
stabs which are not shown or dimensioned on structural drawings,
14, Provide 6 mit vapor barrier under ati stab -on -grade In enclosedspace,
15, Apply curing compound to slab within two. hours of completion of finishing
operations, Use liquid membrane forming compound complying with ASTM C30
Type I Class A, Follow manufacturers Instructions,
16, Confirm that curing compound will not Interfere with banding of any
applied floor surface, If so, use wet burlap and trickle hoses,
17, It Is recommended that the stabs be cast In tang strips, and saw cut
transversely, in order to minimize shrinkage cracking,
I. ALL LUMBER SHALL BE SOUTHERN PINE No, 21 GRADE OR BETTER, WITH 19% MAXIMUM
MOISTURE CONTENT,
2, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE, OR EXPOSED TO WEATHER,
SHALL BE PRESSURE TREATED,
3, PRESSURE TREATED LUMBERS SHALL COMPLY WITH AWPA C2 FOR LUMBER AND
TIMBERS AND AWPA C9 FOR PLYWOOD, USE PRESERVATIVE WITH 0,25 PCF RETENTION
FOR ABOVE GROUND AND 0,40 PCF FOR FRESH WATER OR SOIL CONTACT USE,
4, MINIMUM FINISH REQUIREMENTS" FOR METAL CONNECTORS AND FASTENERS,
A, INTERIOR EXPOSURE GALVANIZED (1390)1
B, ,EXTERIOR EXPOSURE - PRESSURE TREATED GALVANIZED (G185), H13T DIP
GALVANIZED CHDG), OR STAINLESS STEEL <SST300),
ALUMINUM
I. DESIGN ALUM, STRUCTURE FOR ALL GRAVITY AND WIND LOADS,
2, FOUNDATION IS DESIGNED FOR COLUMNS ARTICULATED AT THEIR BASE,
3, ALUMNINUM FRAMING MUST BE DESIGNED FOR LATEIRIAL STABILITY CONSIDERING NO,2 ABOUVE,
4, SUBMIT SHOP DRAWINGS AND CALCULATIONS.
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SIGMA G CONSULTING
ENGINEERS, LLC
501 Knights Run Avenue - No, 2102
Phons: 813.785 -lift
Tamps, Florida 332
Florio Cos 27095
URMAN GONZALEZ
Reg, No, 25515
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SIGMA G CONSULTING
ENGINEERS, LLC
501 Kni nts Run Avenue w No. 2102
Phone $13 - 785, 1168
Tampa, Florida 33602
Florida Goa 27035
GeRMAN GONZAl.9Z
Reg No. 24515
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NOTES i
1. THE FOUNDATION FOR
TOTAL Or -AD LOAD C
&ROUND ANCHORS VE
PROVIDE SIGNED ANt
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R MUST PROVIDE
THE STABILITY REGUIREMENTS.
4%TJON5 TO ARCHITECT AND CITY
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4GINEERS, LLC
ilghke Run Avenue - No, 2102
hone.813.765.1166
rampa, Florid* 93602
Florida Coa 27035
GERMAN GONZALEZ
Reg. No. 23515
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SIGMA G CONSULTING
ENGINEERS, LLC
501 Knights Run Avenue - No. 2102
Phone: 813-7✓5 -1166
Tempe. ftrids 33802
:Florida Coe 27035
GERMAN GONZALEZ
Reg, No. 28515
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CIVIL PLAN5.
i='i4Rt I 4L PLUM131NG PLAN
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PLUM51NG PLAN
SCALE : 3/32" = V-011
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PLUMBING GENERAL NOTES
1. THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY
GENERAL CONDITIONS SHALL APPLY TO ALL PLUMBING WORK.
INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2007 FLORIDA
BUILDING CODE WITH 2O09 AMENDMENTS, STATE AND LOCAL CODES AND
THE LATEST AMENDMENTS THERETO.
2. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS
CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND
SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO THE
PROPER COMPLETION OF ALL PLUMBING WORK SHOWN ON THE DRAWINGS
AND SPECIFIED. MATERIALS OR PRODUCTS SPECIFIED BY TRADE
NAME, MANUFACTURER'S NAME OR CATALOG NUMBER SHALL BE
INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND
DESIGN. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE
SUBMITTED FOR REVIEW TO USE AND APPROVED BY THE ARCHITECT.
FIXTURES BY ELJER, KOHLER OR AMERICAN —STANDARD ARE APPROVED
EQUAL.
4. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL,
CIVIL, STRUCTURAL, ELECTRICAL, FIRE PROTECTION, MECHANICAL AND
ALL OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. AVOID
INTERFERENCE WITH ARCHITECTURAL FEATURES, BEAMS, FOOTINGS,
WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS.
SLEEVES SHALL BE INSTALLED WHERE PIPING PASSES THROUGH STRUCTURE.
5. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL
CONCEALED WORK AND UPON COMPLETION OF THE JOB, SHALL SUPPLY AS —
BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY
DEVIATION FROM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL
INDICATE DIMENSIONS OF BURIED UTILITY LINES FROM BUILDING WALLS.
6. ALL WORK SHALL BE GUARANTEED, BOTH MATERIAL AND
INSTALLATION, FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE BY OWNER.
SANITARY, WASTE AND VENT PIPING
1. SANITARY, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC
(ASTM-2665) WITH APPROVED PVC SOLVENT WELDED FITTINGS. COMPLY
WITH FLORIDA BUILDING CODE. PVC PIPING SHALL NOT BE RUN IN
RETURN AIR PLENUM OR FIRE RATED ASSEMBLIES.
2. ALL SOIL N AM ' FOOT.
t �7 , -1 /2" AND SWAE SMALL BE
SLOPED A /4
LARGER WASTE PIPWG SMALL BE SLOPED AT
1 /8" PER FOOT.
3. TEST SANITARY, WASTE AND VENT PIPING BY A 10' WATER COLUMN
FOR TWENTY—FOUR (24) HOURS OR AS REQUIRED BY THE BUILDING
DEPARTMENT.
WATER PIPING
1. WATER PIPING SHALL BE (CPVC) CHLORINATED POLYVINYL
CHLORIDE PLASTIC PIPE AND TUBING (ASTM-2846) WITH APPROVED CPVC
SOLVENT WELDED FITTINGS. COMPLY WITH FLORIDA BUILDING CODE.
2. THE SITE SUBCONTRACTOR SHALL PROVIDE THE BACKFLOW PREVENTOR
AND THE WATER METER.
3. A SERVICE VALVE SHALL BE PROVIDED ON THE DOMESTIC WATER
WHERE WATER ENTERS THE BUILDING.
4. TEST ALL WATER PIPING AT 100 PSIG FOR TWENTY—FOUR (24) HOURS
OR AS REQUIRED BY CODE.
5. STERILIZE ALL WATER PIPING IN ACCORDANCE WITH HEALTH
DEPARTMENT REGULA71ONS AND AMERICAN WATER WORKS SPECIFICATIONS.
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PARTIAL ELECTRICAL PLAN
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MODULAR BUILDING I INSTALLED BY OTHER5
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ELECTRICAL PLAN
SCALE: 3/32" cm V-011
0
FIXTURE LIGHT FIXTURE5 :
TYP. METALUX VT2-232—DR-12OV—EB8—WL
(2P F032/141,T& LAMPS. 5URFAGE MOUNTED
2 4 VAPORTI TE FIXTURE W/ ENERGY 5AV I NG
LIPS, FIBERGLASS HOUSING, AND WET LABEL.
ELECTRONIC BALLAST. 120V.
�— — — — — — — — — — — — — — — — — —
❑ ❑ ❑
I❑ WP ❑ ❑
GFI
❑ ❑ a
---------------------------
MODULAR BUILDING 2 I145TALLED BY OTHER5
EL. PNL.
a 0 0 0
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a
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TYP. ALL RECEPT—PROVIDE
WEATHERPROOF WHILE—IN—U5E
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❑ POWER COMPANY.
'—:LEG. METER
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ELECTRIC4I R I ESM. D I AGRAM
NOT TO SCALE
NOTES
O UTILITY COMPANY POLE MOUNTED TRANSFORMER WITH 120/240 VOLT
SECONDARY. EC SHALL COORDINATE INSTALLATION WITH UTILITY
COMPANY.
2O PULL BOX PROVIDED AND INSTALLED BY UTILITY COMPANY.
3O SERVICE CONDUCTORS AND CONDUIT PROVIDED AND INSTALLED BY
UTILITY COMPANY.
(2) PARALLEL RUNS OF 2"C WITH (3) #3/0 CU EACH.
SO 400 AMP SELF-CONTAINED OR K-BASE METER SOCKET.
GROUNDING ELECTRODE CONDUCTOR TO CONSIST OF #2 COPPER,
GROUND IN ACCORDANCE WITH NEC. ALL CONCEALED CONNECTIONS
SHALL BE BY IRREVERSIBLE CONNECTION AND ALL CONCEALED
CONNECTIONS SHALL BE LISTED FOR THE INSTALLED USE.
7O (5) SEPARATE RUNS - EACH TO CONTAIN (3)#1 & (1)#8CU IN 1-1/2" PVC
CONDUIT. EACH RUN TO CONNECT TO POINT -OF -CONNECTION FOR
EACH MODULAR UNIT. CONNECTION BY ELEC. CONTRACTOR.
8O SECONDARY SURGE ARRESTOR (120/240V, 1 PHASE, 3 WIRE) WITH
"OWHX" LISTING.
9O EC SHALL PROVIDE (2) 4" X 4" X 8' CONCRETE PEDESTALS WITH
UNISTRUT MOUNTED HORIZONTALLY BETWEEN BOTH PEDESTALS TO
MOUNT SERVICE MAINS AND WIREWAY.
10 400 AMP 120/240 VOLT, SERVICE ENTRANCE RATED, NEMA 3R, 24 CIRCUIT
MAIN CIRCUIT BREAKER PANEL. PROVIDE PLAQUE INDICATING
"SERVICE MAIN".
ELECTRICAL CONTRACTOR TAKE NOTE
ELECTRICAL CONTRACTOR SHALL ENSURE
NEUTRAL —GROUND BOND IN PANELS FOR
MODULAR UNITS 15 NOT PROVIDED.
FANELBOARD
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CONNECTED LOAD- 51400 240 = 565A IpH
55K AIG
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DESIGNATIONS-
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LOCATION
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SURFACE
VOLTS, AMPS, FWSE.
120/240
MAINS, SIZE t TYPE-
400A MCB
PANEL TYPE.
SQUARE D NWD OR EQUAL
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SIGMA G CONSULTING
ELEV, 12'-5"
ENGINEERS, LLC
5011imign Run Avenue -ft 7102
Phones 813 - 7815 a 1W
Tamps, Florida 33602
Florida Coa 27035
GERMAN GONZALEZ
ft No, 28515
ELEY. III -oil
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SIGMA G CONSULTING
ENGINEERS, LLC
5011,01 Nun henus-Nq,2102
phony; ft$48611ift
15 Tampa, Florida 13602
Florida On 21035
MERMAN GONMEZ
Ro& No, 20615
N0'M1 SM GENERAL NOTE 5
SHEET OvR FOR NM
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ALL ALUM, AV PT HIP. POST,
NOTES
1. THE FOUNDATION FOR THr; MOPULAM SUILI:>11HOS 15 17ESIONED FOR ORAVIT*r LOAD ONLY, WITH A
TOTAL MAD LOAD OF 44,00OL5 FOR EACH SUILVIN0. 19UILPIW.7 SLIER MUST FROMM
C7ROUNr.> AN(HORS rX516NED TO IRMSIST ALL THE EFFEOTS OF HINP AND THE STABILITY REQUIREMENTS,
PfROMVE SIONEV AND 5ZALEV'VIQ.AMIN6$ ANO CORPe5PON0IN0 OA1.41JILATIONS TO ARCHITECT AND C11Y
-%In -1M09"*,0'r5L111 I e- ZW11f V%fttMI"
104q,5
BEEN
MD PLAN(S)
'ay zFPWfRM-LS
Date'..
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41 �:
Nase be advised this review Of plans submitted 15 11
cursory review to mist the contractor in compliance Wth
applicable fires codes. This review is not intended
to be a final approval of ft Sdxh" PWS- It's the
contractor's sole responsibility to ensure that the plans are in
complete compli-rice with all applicable NFPA codes a1M-
local ordinances. In the evoritthat further examine rM,
so insals are
pection reveas ofrW-cwFiliar"t sh .mdk L
onsibility, at their sole expe
the contractoeS s0IP-.resp`
bring those areas 1n'comPRa[=-, ty
o be i
n
resoonsibilk,for the oontractoll's failure tD b0n
Md9ft% 1I ! I I , I . I I — with d applicAge MFPA codes am M-Nown
AW IM&
AW IM
or 10 DICK POAD14TICN PIR04MINCO PLOAN
go
60
-",REVIEW 0 ,4a: 3/32 41,41 'U
ITy OF- ZRPHYRH, ILL
Ll
'J""-- Vol-,
PLANS EXAMINE�,
lyr
2010
S-2
4