HomeMy WebLinkAbout39735 Chancey Rd` MET
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EXISTING EXISTING EXISTING EXISTING ` C
MODULAR MODULAR MODULAR MODULAR °
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EXISTING
MODULAR
CLASSROOM N
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EXIST. 6-0" GONG. SIDEWALK TO REMAIN s
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NEW NEW NEW NEW
MODULAR MODULAR MODULAR MODULAR
CLASSROOM CLASSROOM CLASSROOM CLASSROOM
NEW PAYED PARKING
- SEE CIVIL D Q
FOR DETAILS N
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v NEW 6'-O" GONG. SIDEWALKS
SEE GI IL
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L° ° r►TH PREVAILFNG REVIEW DATE f j � 3 am
)RIDA BUILDING CODE, CITY OF ZEPHYR Ft L °
tu' ,Jig"L ELECTRIC CODE, � � � 'd
4J 1tic CITY OF ZEPHYRHILLS PLAN EXAMINE V" C
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DINANCES t•
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C;ENSR4L INDEX TO DRAWINGS
1. OCCUPANCY OF BUILDINGS -
GROUP 'B' BUSINESS - INSTRUCTIONAL USE UP TO 4 HOURS OF USE PER DAY. ARCHITECTURAL
2. AREA OF EACH MODULAR - 1,0565F A -I OVERALL FLOOR PLAN
3. OCCUPANT CONTENT PER MODULAR = 46 ® 205F/PER5ON A-2 ENLAR6ED TYPIGAL FLOOR PLAN
4. PROVIDE GRAWL SPACE AGOE55 AND VENTILATION AS FOLLOWS; STRUCTURAL
CONFIDENTIAL -THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN
A. FOR EACH MODULAR, PROVIDE ONE PREMANUFAGTURED ACCESS SCUTTLE MIN. 15"x24" 5-1 5TRUGTURAL NOTE5 IS CONFIDENTIAL AND MAY NOT BE DISCLOSED, COPIED, ALTERED OR B. FOR EACH MODULAR, PROVIDE CRAWL SPACE VENTILATION EQUAL TO I SF FOR 5-2 PARTIAL FOUNDATION AND DECK FRAMING PLAN, DETAILS
REPRODUCED TO ANY PERSONS EXCEPT AS PERMITTED IN WRITING BY: EACH 150 5F, OR -1-1/25F TOTAL MINIMUM. VENT5 ARE TO BE PREMANUFAGTURED PLUMBING
DYKES - J 0 H N S 0 N ARCHITECTS, INC. FOUNDATION VENTS WITH CODE APPROVED RODENT RE515TANT 50REENI N6 06-06-2011
EQUALLY DISTRIBUTED ON ALL 4 SIDES OF MODULAR. P-1 OVERALL PLUMBING PLAN AND NOTES n
THESE DRAWINGS ARE THE PROPERTY OF DYKES-JOHNSON ARCHITECTS, INC. ELECTRICAL 3
AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE
OR COPY IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE
DRAWINGS, REGARDLESS OF HOW MINOR, WITHOUT THE WRITTEN APPROVAL
OF DYKES-JOHNSON ARCHITECTS, INC. AND/OR CONSTRUCTION EXECUTED FROM E-I OVERALL POWER PLAN AND NOTES 41
FROM THESE DRAWINGS WITHOUT THE EXPRESS APPROVAL OF DYKES-JOHNSON
ARCHITECTS INC., OR ANY CHANGE IN THE SCOPE, DESIGN OR INTENT FOR ANY SHEET
REASON BY ANY PERSON OTHER THAN DYKES -JOHNSON ARCHITECTS, INC., SHALL
AUTOMATICALLY RENDER DYKES-JOHNSON ARCHITECTS INC. HARMLESS TO ANY CVR
LIABILITY CLAIMS SUITS, OR LITIGATION BY ANY INTE�STED PARTIES IN
THE PROJECT.
BE READ CAREFULLY FOR CONDITIONS THESE DRAWINGS
DOCUMENTS ARE INVALID UNLESS SIGNED & SEALED BY AN AUTHORIZED
AGENT OF DYKES-JOHNSON ARCHITECTS, INC. OF
EXISTING ODULAR BUILDINGS (TYP OF 5)
CATCH BASIN AREA = 7,056 SF (EACH MODULAR)
TOTAL AREA = 5 280 SF
mm �®P EL=�7.29
o� z6 FL 36' RCP EL=7 .38 FFE = 78.5 5' BLOCK,
mALL
P �4g E� � 36"RCP EL= 3.32 EX. CRAPE MYRTLES (coral so) R E T E N T 1 0 N P 0 N D A R E A GATED ACCESS TO THE �� 5
b a1 EAST P PERTY
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I O `a� 26 Ex. 12'i 1 N 44' EX. ' WIDE SIDEWALK A� _ 056 SF AR A 1,056 SF AREA = 1,056 SF 20' EA = 1,056 SF
m m �' CONCR SL (PHASE 2) (PHASE 2) S I (PHASE 2) 8.5 (PHASE 2)
SANITARY MH= �,® 3 K1 24 J
LID EL= 77.13 I I 7. TIE INTO EX. C( INV. ATL2L�TERALS20ON N FL 8"PVC _70182mm II I BOTH SIWWS OF H iI�iNLINE 44U2' 44' 20' 4 2 44' 1 .1' I �6a +�6
S FL 8 PVC- 7 .01 x
I -16
CURVE TABLE (F)
CURVE
LENGTH
RADIUS
Delta Angle
CHORD
BEARING
C1
315.90
11519.16
1'34'17"
31 - 89
84°29'09"W
C2
256.37
11519.16
1'16'31"
256.36
N82°44'23"E
CURVE TABLE D
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C1
316.0111519.16
1'34'19"
316.00
S84'25'57"W
C2
256.1111519,16
1'16'32"
256.44
S82°43'33"W
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EXISTING LEGEND
A F - ALSO FOUND
( 0 )= OTHERS
A UM=ALUMINUM
0/A- OVERALL MEASUREMENT
BLK. = BLOCK
OHL -OVERHEAD LINES
B.O=BY OTHERS
P.O.B =POINT OF BEGINNING
( C )=CALCULATION
P.O.0 =POINT OF COMMENCEMENT
COR. =CORNER
P.B= PLAT BOOK
CONC. = CONCRETE
PG. -PAGE
/ B=CONCRETE BLOCK
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L = LEVATION
R/W==RIGHT OF WAY
ELE V= ELEVATION
S )-SET
EP= EDGE OF PAVEMENT
EC =SECTION; TOWNSHIP; RANGE
EPC=ENWRONMENTAL PR07ECTON COMMISSION
SN&D=SET NAIL AND DISK LB. 6582
�F )= FIELD MEAS.
SIR -SET IRON ROD 5 8 MARKED LB 6582
FE = FINISH FLOOR ELEVATION
S.C.M =SET CONCRETE M NUMENT MARKED LBy6582
FDOT=FLORIDA DEPARTMENT OF TRANSPORTATION
SWFWMD=SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
FNO =FOUND
TB.M=TEMPORARY BENCHMARK
F.C.M-FOUND CONCRETE MONUMENT
TI.I.F=TRUSTEES INTERAL IMPROVEMENT FUND
F( ) IR=FOUND IRON ROD size noted)
dentification in
W/C=IMTNESS CORNER
CL
noted on
IP =FOUND IRON PIP (size noted)
=CENTERLINE
EOP=EDGE OF PAVEMENT
F()
N-FOUND NAIL
0,1 OVERHEAD LINES
FRRS=FOUND RAILROAD SPIKE
-x-x- Chain- link f nce
F.U.B =FRAME UTILITY BUILDING
�i 11 Wood fence �PrivacY)
L.B=LICENSED BUSINESS
- o-o-Plastic Fence
L.S.=LAND SURVEYOR
E---- GUY WIRE
M.U.B =METAL UTILITY BUILDING
= PROPRETY CORNER
N.C.F -NO C RNER FOUND
N.C.S
+" = CROSS -CUT IN CONCRETE
=NO CORNER SET
�X= HYDRANT
= PALM TREE
WV
= LAND CORNER
WATERVALV
-�� = BACK FLOW PRVENTER
®= WATER METER
CULVERT CROSSING
�Q� = UTILITY POLE
SS = SANITARY SEWER LINE
SO = SANITARY MANHOLE
SW = STORM WATER LINE
O=STORMWATER MANHOLE
TOP OF BANK
- - -w-= WATERLINE
® = WELL
SCALE BRAKE
TP
®= WOOD DECKING
CONTROL POINT
OR TBM
CONCRETE AREA
9<12%
®= COVERED AREA
w= OAK TREE
R = RADIUS
L = ARC LENGTH
= PINE TREE
CH = CHORD
CB = CHORD BEARING
CA-'o ''=CENTERAL/ DELTA ANGLE
= CITRUS TREE
T = TANGENT
LEGEND: (AS APPLICABLE)
OS
PROPOSED PARKING SPACE COUNT
x0.00
EXISTING ELEVATION
54.10
PROPOSED GRADE
.�
PROPOSED SURFACE
DRAINAGE FLOW ARROW
EXIST
EX
EXISTING
SILT SCREENING (EROSION CONTROL)
EX. TREE TO BE REMOVED
PROPOSED CONCRETE
EXISTING CONTOURS
PROPOSED PHASE 1 ASPHALT
PROPOSED PHASE 2 ASPHALT
PROPOSED FUTURE ASPHALT
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DATE: 07/30/2010
DESIGNED BY: RA
DRAWN BY: RA
CHECKED BY: RA
FILE NAME: 09026SITE
IPROJECT #: 09-026
0f 40' 80'
SHEET:
SCALE: 1" = 40' C - 2 A
EXISTING MODULAR BUILDINGS (TYP OF 5)
AREA = 1,056 SF (EACH MODULAR)
TOTAL AREA = 5,280 SF
FFE = 78.5
EX. CRAPE MYRTLES (TOTAL 50) R E T E N T 1 O N P 0 N D
/
628.15 (D) N89°47 04'E (D )
SITE TBM N89°4714„E (F)
ON=7 77.58 628.()ELEVATI_
' 9FY OH H DH OH I OH DH DH OH OH 17H OH DH DH OH
uJ i y LS#4281 ob
I P cv 25'
1_'I I 26 47 N 44' 15 EX. F COt/E ED PRO D MODULAR
I I PLATFORM EX. ' WIDE SIDEWALK AREA = ,056 SF
Ex, 12'u FFE = 5
SANITARY MHT arm m I I `t2s K1 CONCR SL (PHASE
LID EL=77.13 I I 24
� TIE INTO EX. CO INV. AT 2.
N F L 8 "PVC - 7 0.8 2®m I I 1" WATER LATERALS ON BOTH SIDES :0FfH MAINLINE
S FL 8"PVC= 71.01 IIT IAV.=74.Y
(FIELD VERIFY) 10 LF ON EACH SIDE -(TYP OF 4) S CO
CURVE TABLE (F)
CURVE
LENGTH
RADIUS
Delta Angle
CHORD
BEARING
C1
315.90
11519.1 3
1 °34'17"
315.89
S84°29'09"W
C2
256.37
11519.16
1'16'31"
256.36
N82°44'23"E
CURVE TABLE D
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C1
316.01
11519.16
1 °34'19"
316.00
S84°25'57"W
C2
256.11
11519.16
1 °16'32"
256.44
S82°43'33"W
(STING LEGEND
- ALSO FOUND
I = ALUMINUM
= BLOCK
BY OTHERS
=CALCULATION
= CORNER
=CONCRETE
f=CONCRETE BLOCK
DEED
=n,cra "III
®mm
__---IN POND
EL=72.94
CATCH BASIN
TOP EL=77.29
W FL 36' RCP EL=7 .38
E FL 36"RCP EL= 3.32
A R E A
OH OH
OH OH OH
N
PROPOSED MODULAR
PROPOSED MODULAR
dAK10 TWIN
PROPOSE MODULAR 1
AREA = 1,056 SF
(PHASE 2) I
AREA = 1,056 SF
I (PHASE 2)85 (
AREA 1,056 SF
I (PHASE 2) 5 I
0
s' BLOCK WALL- I
F4x4CM
POB
FENCE 0.6 SOUTH
0.3 WEST
® i --27.4 a T, �OAK18
I PROPOSED MODULAR PROPOSED MODULAR PROPOSED MODULAR PROPOSED MOD R PROPOSED MODULAR p SED MODULAR PROPOSED MODULAR k
® I AREA = 1,056 SF _
AREA = t,056 SF AREA 1,056 SF AREA = 1,056 SF AREA = 1,056 F AR 1,056 SF AREA = 1,056 SF
I I FFE = 78.5 FFE = 78.5 FFE = 78.5 FFE = 78. FFE = 78.5 FFE 8.5 FFE = 78.5
I II (PHASE 1) (PHASE 2)� (PH ) (PHASE 2)
II i J 1 ON POINT)
i
I
T
-
/
RELOCATED SHED
/
/
/
PROP D DULAR
AREA 056 SF
M LA
PA
AREA = 56 SF
(E SE i)
PRO D MO R
ARFA - 6 SF
HASE 8.5
PROPjD,,<,WODUSF
ARE
PROPOSED MOD R
AREA = 1,0 SF
.AREA
ASE 2)�
PROPOSED MODULAR
= 1,056 SF
FFE = 78.5FFE
(PHASE 2�
PROPO MODULARI
AREA = , 56 SF
= 7 .(PHASE
(PAS£
/
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/
290 L - j/ SEE DETAILS SHEET C-6
O � II 17.
LINE TABLE (E) ® it �19. 2 3 / (SDR 35) ®O. PRASE PHASE 2 PH SE 2
II'� x I A GR SS GR SS
LENGTH BEARING W I w I (CLASS
LF -2" PVC WM INSTALL 6" LATERALS 0 R NG PA Kl G PARKIN
LINE I I I (CLAss 1120 . TO
» I _ I I)� BOTH SIDES OF THE MA/NL/N / / / / / / / / / / / /
L1 9.86 N06°17 37 W O Q i i oH---��x- W4r ac" COVERED 13.51% AND SS CO'S P OF �J // // / // // / // // / // // / // /// f�•.
L 2 6 0.3 3 S 8 3 °31 ' 0 8" W I off 7:8
L3 9.89 S06°13'55E CJ �- 24. off o o a D /// /// //// ///
m 3.7 72.0 11.0 Z A' •� .:.:, a .
1_0
//// ''
M I w I 4 E Y/
5.
M o / / ///
LINE TABLE (D) I I w i a EX. MODULAR BUILDING 110 50
I I a FINISH FLOOR ELEVATION= 80.08 o ////// // /j .� MULTI -PURPOSE BUILDING..// I ALL UTILITES SHOWN SHALL BE
LINE LENGTH BEARING I � I X 4, � �' / / / �/ / 1
® I 18 I 72.o X cn / / / / / / / 7 /
L1 10.0o Nob°2o'11 "w (� I 19• 1. 0 11.D w Q Q / / a AREA = 11, 000 SF / CONSTRUCTED DURING PHASE 1.
L2 60.37 S83°30'49"W 0 I �\ I 24.5 -- 0 3s.7 C) 3s.o N 13.5 / I PHASE 2
\L --- - 12.0 CANOPYERF� j
L3 10.00 S06°38'11 "E � Ex. WATER LINE I
= 78.5
/
FFE
1 VC All Z
MASTER METER ASSEMBLY Q I PROPOSED 300 LF -8" PPR ///
SEE DETAIL SHEET C-7 Q (CLASS 150) WATER MAIN
N EX, ASPHALT DRIVE j / / `' // \✓
J ( I / I x LL_
SANITARY MH m� TP -- -- - - --
LID EL=76.49
N FL 8 P VC EL= 73. z' ��zG os'E� %eye/ /// ////// /// ////// / L' _ . ... _., •. • :` • // I (_0
vg
\may t <I-18. U), �n /// ///// ° • //
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A
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8'X8" TS&V (RESTRAINED). TAP BY r n I �p Ld 'y
CITY OF ZEPHRH/LLS. v J I Q I // j// //
CONTRACTOR TO COORDINATE w I �^ I
/ // /
WITH CITY OF ZEPHYRHILLS 00
(� =
25 LF -8" DIP WM -RESTRAINED U 1 1 NO
0 )= OTHERS
/A- OVERALL MEASUREMENT
HL =OVERHEAD LINES
'.0.8 =POINT OF BEGINNING
.O.0 =POINT OF COMMENCEMENT
.B= PLAT BOOK
Lr= LUUL Ur rAVLMLIV 1
EPC=ENVIRONMENTAL PROTECTION COMMISSION
JLL, =JLU HUN; I UYVIVJh'Ir; MAIVUt
SN&D=SET NAIL AND DID� LB. 6582
( F )_ FIELD MEAS.
SIR =SET IRON ROD 5/8'MARKED LB 658,
FE - FINISH FLOOR ELEVATION
S.C.M =SET CONCRETE MyMARKED LB�65
FDOT=FLORIDA DEPARTMENT OF TRANSPORTATION
SWFWMD=SOUTHWEST FLORIDA WATER MANAGEMENT DISTR
FND-FOUND
TB.M=TEMPORARY BENCHMARK
FC.M=FOUND CONCRETE MONUMENT
TI.I.F=TRUSTEES INTERAL IMPROVEMENT FU
F( ) IR=FOUND IRON•ROD size noted)
((identification
W/C=WITNESS CORNER
noted rn an
F()) IP =FOUND IRON PIP (size noted)
T =CENTERLINE
EOP=EDGE OF PAVEMENT
F-N-FOUND NAIL
--0FiOVERHEAD LINES
FRRS-FOUND RAILROAD SPIKE
-x-x Chain link f nce
F.U.B =FRAME UTILITY BUILDING
-�i-�i Wood fence Privacy)
L.B=LICENSED BUSINESS
o-o--Plastic Fence
L.S. LAND SURVEYOR
E---- GUY WIRE
M.U.8 =METAL UTILITY BUILDING
= PROPRETY CORNER
N.CC.F =NO CORNER FOUND
+" = CROSS -CUT IN CONCRETE
qN--p. C. S = NO CORNER SET
= HYDRANT
N
= PALM TREE
WV
WATERVALV
= LAND CORNER
®= WATER METER
-�� = BACK FLOW PRVENTER
�= CULVERT CROSSING
�Q� = UTILITY POLE
SS -= SANITARY SEWER LINE
O= SANITARY MANHOLE
SW - STORM WATER LINE
=STORMWATER MANHOLE
-roe-me-= TOP OF BANK
- - -w-= WATERLINE
0 = WELL
SCALE BRAKE
`®=
TP
WOOD DECKING
CONTROL POINT
OR TBM
= CONCRETE AREA
�= COVERED AREA
= OAK TREE
R = RADIUS
ttL��ttt...YYY
L = ARC LENGTH
= PINE TREE
CH -CHORD
CB = CHORD BEARING
CA-"o ''=CENTERAL/ DELTA ANGLE
= CITRUS TREE
T = TANGENT
LEGEND: (AS APPLICABLE)
(D
PROPOSED PARKING SPACE COUNT
x0.00
EXISTING ELEVATION
54.10
PROPOSED GRADE
..�-
PROPOSED SURFACE
DRAINAGE FLOW ARROW
EXIST
EX
EXISTING
SILT SCREENING (EROSION CONTROL)
EX. TREE TO BE REMOVED
.:;•';;'
PROPOSED CONCRETE
EXISTING CONTOURS
PROPOSED PHASE 1 ASPHALT
PROPOSED PHASE 2 ASPHALT
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DATE: 07/30/2010
DESIGNED BY: RA
DRAWN BY: RA
CHECKED BY: RA
FILE NAME: 09026SITE
PROJECT #: 09-026
SHEET:
C-5
1 11, I 1i'.l I i Ir _111 fillIp'11IN'.I'I I I
GENERAL STRUCTURAL NOTES:
BUILDING CODES AND SPECIFICATIONS
1. Florida Building Code, 2007 Edition with 2009 Supplement
2. Building Code Requirements for Reinforced Concrete ACI 318-02
3. Building Code Requirements for Masonry Structures ACI 530-02/
ASCE 5-02/TMS 402-02
4, Specification for Structural Steel Buildings, AISC 9th Edition,
5, Structural Welding Code D1L1 (American Welding Society)
DESIGN LOADS
1, Live Loads:
Timber Walk .......... 80 PSF
Modulars..................40 PSF
2, Wind Loadl
Design Wind Speed, 120 MPH
FBC 2007, SECTION 1609
3. Dead Loadst
None
4. Other Loads:
Contractor shall 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,
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 shall carefully study and compare the Contract Documents
and shall 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 all 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 inferable 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 shall
assume a member size, quantity or quality consistent with similar areas in
the project, unless directed otherwise in writing,
9. The Contractor shall 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 f or such portion of the work,
SHOP DRAWINGS
1. No structural drawings shall be reproduced for use as shop drawings,
2. All dimensional coordination shall be done by the Contractor and/or his
detailer
3. Detailer shall check all drawings f or all attachments, clips, openings or
other 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 f or review,
5. Provide sufficient space on shop drawings near title box for stamps and
comments,
6. The shop drawings shall bear initials of detailer's checker and contractor prior
to submission.
7. Completed erection plans shall be submitted prior to or in conjunction with
detail drawings. But in no case 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,
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 full 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.
VALUE ENGINEERING
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 M❑DIFICATI❑NS
1. Any changes to the structure shall have been reviewed and approved in
writing by the Architect prior to commencing work on items affected.
2. Any changes made without prior approval are subject to review by the
Architect, Contractor shall provide sketches, photographs and written
description of each deviation from the plans for the Architect's review,
FOUNDATIONS
1. Maximum net soil 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' slump
Filled cells in block, 2500 psi, 8' to 11' slump, 3/8' pea gravel
Slabs on Grade, 3000 psi, 3' to 5' slump
a. Fly ash shall not exceed 20 per cent by weight of total
cement content, if used,
b. Slump 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 shall be submitted for approval.
e. Concrete cylinder testing & reports are to be furnished by subcontractor.
2, Minimum Coveri
a, Footings, 3 in, to bottom and unformed sides, 2 in, to formed sides
b. Other, 2 in, to main reinforcing, 1 1/2 in, to ties and stirrups
3. Coordinate drawings of all trades f or required embeds, openings and
accessories not shown herein,
4. All reinf orcement shall 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 shall conf orm to ASTM A185,
7. Detail and fabricate reinforcement in accordance with 'Manual of Standard
Practice f or Detailing Reinf orced Concrete Structures', ACI 315.
8. Provide minimum lap splice of 30 bar diameters, but not less than 24
Inches, for all reinforcing bars, unless noted otherwise, Stagger splices in
adjacent bars at least 24 inches, except in beans and columns,
9. In wall f ootings, grade beams and bond beams, provide bent bars at
corners and intersections of the same number and size as the straight bars,
10. Exposed edges of beams and columns shall be chamfered 3/4 in, u,n.o.
11. See architectural drawings for locations of anchor slots in columns,
beams and concrete slabs,
CONCRETE SLAB ON GRADE
1. Intended usage is for pedestrian traffic only,
2, Compressive Strength at 28 days ..... 3000 psi
3. Minimum thickness ..... 4 in.
4. Maximum slump at point of delivery ..... 4 in,
5. Maximum aggregate size ..... 1 in,
6. Entrained air content ..... 4.5%
7. Fill saw cuts with elastomeric sealant after cleaning with compressed air,
8, Welded Wire Fabric shall 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 -on -grade unless noted
otherwise, Lap all mesh joints two full meshes,
10. Interrupt typical slab 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 cuts 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 walls and columns.
13. See architectural drawings for exact locations of depressed areas in
slabs which are not shown or dimensioned on structural drawings.
14. Provide 6 mil vapor barrier under all stab -on -grade in enclosed space.
15. Apply curing compound to slab within two hours of completion of finishing
operations, Use liquid membrane forming compound complying with ASTM C309
Type 1 Class A, Follow manufacturers instructions,
16, Confirm that curing compound will not interfere with bonding of any
applied floor surface. If so, use wet burlap and trickle hoses,
17, It is recommended that the slabs be cast in long strips, and saw cut
transversely, in order to minimize shrinkage cracking.
CARPENTRY
1. ALL LUMBER SHALL BE SOUTHERN PINE No, 2. 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 S❑IL CONTACT USE,
4, MINIMUM FINISH REQUIREMENTS FOR METAL CONNECTORS AND FASTENERS:
A. INTERIOR EXPOSURE - GALVANIZED (G90).
B, EXTERIOR EXPOSURE - PRESSURE TREATED GALVANIZED (13185), HOT DIP
GALVANIZED (HDG), OR STAINLESS STEEL (SST300),
ZONES
a = 3.0 FT
NET WIND LOADS
FLOOR
JOIST
COMPONENTS
ROOF ZONE
1
2
3
AND CLADDING
MSSUIRE (paf)
9b
153
153
VERT. COMP.
U
U
9b
HORIZ COMP.
-
-
-
SUCTION (paf)
-5B
-213
-213
PERT. COMP.
-15.8
-213
-213
HORIZ COMP.
-
-
-
NET WIND LOADS
FLOOR REAMS
COMPONENTS
ROOF ZONE
1
2
3
AND CLADDING
PIREftm (paf)
9b
9b
9b
VERT. COMP.
9b
Sb
Sb
HORIZ COMP.
-
-
-
SUCTION (pet)
-158
-158
-15.8
VERT. COMP.
-158
-15.8
-158
14ORIZ COMP.
-
-
-
GROSS WIND LOADS
FLOOR DECK
COMPONENTS
ROOF ZONE
i
2
3
AND CLADDING
PRESSUIRE (paf)
9b
153
153
VERT. COMP.
U
153
153
HORIZ COMP.
-
-
-
SUCTION (paf)
-23.0
-34.5
.34.5
VERT. COMP.
-23D
-345
.345
HORIZ C 10.
-
-
-
TERMITE PROTECTION NOTES:
I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE
TREATMENT PROVIDER AND NEED FOR RE-IN5PEGTION
AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
THE SIGN SHALL BE P05TED NEAR THE WATER HEATER OR
ELECTRIC PANEL.
2. CONDENSATE AND ROOF DOWN5POUT5 SHALL D I5CHARGE
AT LEAST I'-0" AWAY FROM BUILDING SIDE WALLS.
3. IRRIGATIOWSPRINKLER 5Y5TEM5 INGLUDING ALL RISERS
AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN I'-0"
OF THE BUILDING SIDE WALLS.
4. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL
EXCAVATION AND BAGKFILL 15 COMPLETE. 501L DISTURBED
AFTER THE INITIAL TREATMENT SHALL BE RETREATED,
INGLUDING SPACES BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS FOR 5UB5EGUENT
INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH
PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A 51ZE AND DEPTH THAT WILL ELIMINATE
THE DISTURBANCE OF 501L AFTER THE INITIAL TREATMENT.
6. MIN. 6 MIL VAPOR RETARDER MUST BE INSTALLED TO
PROTECT AGAINST DILUTION. IF RAINFALL OCCURS BEFORE
VAPOR RETARDER PLACEMENT, RETREATMENT 15 REQUIRED.
1. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXTERIOR 501L
TREATMENT 15 PLACED.
8. 501L TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR
CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE
51DEWALL5.
a. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE
INSTALLED AFTER CONSTRUCTION 15 COMPLETE INGLUDING
LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER
THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED.
10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-GONSTRUGTION
TREATMENT.
I1. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE
BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY
BEFORE A CERTIFICATE OF OGGUPANGY WILL BE ISSUED. THE
CERTIFICATE OF COMPLIANCE SHALL STATE: THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRIGULTURE AND CONSUMER SERVICES.
12. AFTER ALL WORK 15 COMPLETED, L005E WOOD AND FILL
MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE
BUILDING. THI5 INCLUDES ALL GRADE STAKES, TUB TRAP BOXES,
FORMS, SHORING OR OTHER GELLUL05E GONTAINING MATERIAL.
13. NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRASH, ETC., SHALL
BE BURIED WITHIN 15-0" OF ANY BUILDING OR PROPOSED BUILDING.
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-I MODULAR BUILDIN65 TO BE PLAGED ON THE SITE
FOR EACH MODULAR, PROVIDE ONE PREMANUFAGTURED AGGE55 SCUTTLE MIN. 18"x24"
FOR EAGH MODULAR, PROVIDE GRAWL SPAGE VENTILATION EQUAL TO 15F FOR
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I. THE FOUNDATION FOR THE MODULAR BUILDIN65 15 DE516NED FOR GRAVITY LOAD ONLY, WITH A
TOTAL DEAD LOAD OF 44,000L5 FOR EACH BUILDING. BUILDING SUPPLIER MUST PROVIDE
GROUND ANGHORS DESIGNED TO RE51ST ALL THE EFFECTS OF WIND AND THE STABILITY REQUIREMENTS.
PROVIDE 516NED AND SEALED DRAWINGS AND GORRE5PONDIN6 GALGULATION5 TO ARGHITEGT AND CITY
OF ZEPHYRHILL5 BUILDING DEPT.
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ELEGTRIGAL GONTRAGTOR TAKE NOTE
ELEGTRIGAL GONTRAGTOR SHALL ENSURE
NEUTRAL -GROUND BOND IN PANELS FOR
MODULAR UNITS IS NOT PROVIDED.
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FUNCTION
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DEMAND
DE516N LOAD
TOTAL LIGHTING
TOTAL RECEPTACLE
200
200
TOTAL A/G
TOTAL MISCELLANEOUS
11-7600
117600
CONNECTED LOAD
11,7800
TOTAL DESIGN LOAD
11-1600
CONNECTED LOAD: 11'7800 e 240 = 49IA IpH
35K Al
1 125200 1 1 25200 1
DE5IGNATION5:
PANEL B
LOCATION:
MOUNTING:
SURFACE
YOLT5, AMPS, PHA5E:
I20/240/i h
MAINS, SIZE * TYPE:
600A MGB
PANEL TYPE:
50UARE D NOOD OR EQUAL
NOTES
O UTILITY COMPANY POLE MOUNTED TRANSFORMER WITH 120/240 VOLT
SECONDARY. EC SHALL COORDINATE INSTALLATION WITH UTILITY
COMPANY.
9 PULL BOX PROVIDED AND INSTALLED BY UTILITY COMPANY.
O SERVICE CONDUCTORS AND CONDUIT PROVIDED AND INSTALLED BY
UTILITY COMPANY.
(2) PARALLEL RUNS OF 3"C WITH (3) 350 MCM THHN EACH.
SO 600 AMP SELF-CONTAINED OR K-BASE METER SOCKET.
O GROUNDING ELECTRODE CONDUCTOR TO CONSIST OF #2/0 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.
O (7) SEPARATE RUNS - EACH TO CONTAIN (3)#2 & (1)#6CU IN 2" PVC
CONDUIT. EACH RUN TO CONNECT TO POINT -OF -CONNECTION FOR
EACH MODULAR UNIT. CONNECTION BY ELEC. CONTRACTOR.
O SECONDARY SURGE ARRESTOR (120/240V, 1 PHASE, 3 WIRE) WITH
"OWHX" LISTING.
0 EC SHALL PROVIDE (2) 4" X 4" X 8' CONCRETE PEDESTALS WITH
UNISTRUT MOUNTED HORIZONTALLY BETWEEN BOTH PEDESTALS TO
MOUNT SERVICE MAINS AND WIREWAY.
10 600 AMP 120/240 VOLT, SERVICE ENTRANCE RATED, NEMA 3R, 24 CIRCUIT
MAIN CIRCUIT BREAKER PANEL. PROVIDE PLAQUE INDICATING
"SERVICE MAIN".
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