HomeMy WebLinkAbout2445-2443 Airport Blvd 00-80, 002388, 00691, 00-2388 New ConstructionPOURED LINTEL W/ #5 CONT.
8' BLOCK PRIURCY WALL
POURED CELLS W/ #5 UERT @ ' +0" OC
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323 1
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC
1606 OF.THE STANDARD BUILDING
CODE 1997 EDITION.
m
Cl)
32' 8- 58' 11 " 2" 9'
P�rb�l Site Plan
77 nts
mw
---- --- - w -�J
174' 9"
Sheet. No: of 1 Block Wall
T.S. Chehal �� iBU[LOER J.T.Lyons Construction
Licensed Professional Engineer A W A
531 S., S.R. 434 sLECtL ADDRESS -
Altamonte Springs, FL 32714 2445 W. Airport Blvd.
57
(407)521
FAX (407) 52155434 -Building
Sanf ord �l
PE 0040748
G amp 0n o �s ��s�
i SCRE
2/ 1 /99 BY. PH e w.
6
if
b
►
► ►
► ►
► ►
3
2 LOt
4' 4 \ \
14 �, Metal Siding per specs
T/ SLAB EL 34.2'
East EIEDVdLio
SCALE: 1/4" = 1'-0"
I0 Light
n R,Ig-iL Side �
Metal Siding per specs
West Elevation (_eft Side l
SCALE va = r e
Metal Siding per specs
T/ SLAB EL 34.2'
North ElevdLio
SCALE: vo r e'
n Re/---\r 1
These plans have ,;been designed to comply with the
applicable structural portion of the building codes
currently adopted and enforced, I also certify iLhat,
structural elements depicted on these plans provide
adequate resistance to the wind loads and forces
specified by current code provisions,
Building code edition used 1997 SBCCI building Idesign is
as shown. A 100 mph average wind velocity pressure
on exterior f aces of structure 21.50 PSF and Importance
or use f actor 1.0 assumed soil bearing pressure 2,500 PSF
MWLF Loads are transferred to the foundation' through
x bracing, and static connections.
N o ¢.T
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC
1606 OF THE STANDARD BUILDING
CODE 1997 EDITION..
OLOt
T/ SLAB EL 34.2'
Site
Plan
Metal Siding per specs
T/ SLAB EL 34.2'
South Elevation (Front
SCALE 1/4" = 1'-0"
AREA SUMARY -
3360 SF - OFFICE
840 SF - WAREHOUSE
--------------------
4200 -TOTAL SF
GRADE
s
40
•
m
N
Engineered Metal Buildin
per Heritage Metal Buil ngs Specs
MIN R-19
INSULRTION
SUSPENDED CEILING AT 9'-0'
OR GYP BD CEILING AT 10'-0'
SEE REFL CEILING PLAN%`til
otA
ALLt MI9 FME WINDOW �`� 1 TJJ✓
(SIZE PER PLAN) IY�C
MARBLE WINDOW SILL
MIN, l/ 2' DRYWALL ON 257 h't. vAi d
2x4 STUDS 0 16" o/c s-T a a'. sTv 05
w/ R-11 MLLATION
W/ VAPOR BARRIER.
WWD I flSE
( FLOOR FINISH PER FLOOR PLAN 1�(
4' CONC SLAB ( 3NO psi ) b(qO
ON 6 MIL V.B. +l ��; ��!
vou
A do ms
L�Io�d6ng
componows
11
Sheet No:
of
5 Admin Bldg
MLOM
J,T,L
ons
Construction
U` M 2445
W,
Airport Blvd,
Sanford
Fl
REUISEON
6/9/99
"
PH "
T.S. Chehal j
Licensed Professional Engineer a
531 S., S.R. 434
Altamonte Springs, FL 32714
(407)521-5557
FAX(407)521-5434
V� PE 0040748
a
9
4" PUC sewer
to Septic Tank
to Elect I Meter
I
(2) 2" chase to
assembly bldg - "
100 ��
4" conc slab Achor bolts per
w/ 6x6 10/ 10 wwf ; mand. Specs
i 2"X 1 1 /2" NOTCH
» _-- d i:4
—,- — -.► —a-�. i c
� • • IN,'+• GRADE`
a.
(3'� clr. min.) �+ r.�+-
Section B-B
THE BUILDER SHALL VERIFY
THAT THE FOUNDATION BEARING
SOIL HAS A MINIMUM LOAD
CARRYING CAPACITY OF 2.000
POUNDS PER SQUARE FOOT.
4" conc slab
w/ 6x6 10/10 wwf
4`5 Rods 12" oc ea, way
(T clr. min.)
u-'
Achor bolts per
manuf, Specs
III 2'X 1 1 /2' NOTCH
GRADE
' 24"
4 —'!
DAM NO -WRENCH SCREW ANCHOR
1' DIA. ROD 8' HELIX
MC-GRAW-EOISON 9000# HOLDING
(1) PER FOUNDATION PAD
\ (2) 2" chase
to Bell South
Foundation Notes:
This foundation design, prepared in the absence of a
soil report assumes an allowable soil bearing pressure
of 2000 PSF, The reasonableness of this assumption
should be verif ied prior to commencing any f oundation
work,
Prior to the placement of any foundation and paving
systems, the site shall be stripped of all vegetation and
organic matter,
On site materials, which are not excessively wet and
are free of deleterious materials, May be used for fill
purposes, Fill material in structural areas should be
compacted to dry densities of at least 95Z of the
standard proctor maximum density (ASTM-D-698) fill,
Where necessary, shall be placed in loose lifts six to
eight inches thick and shall be uniformly compacted
Pad Section A or C FounddLion Plan
SCALE: 1/4 - V-a
m
as specified above.
Structural concrete shall conform to ACI
01 and
shall have 2500 PSI compressive strength
in 28 days,
Aggregates shall be clean and graded maximum
sizes
concrete ASTM C-33 shall conform to
ASTM C94.
Reinforcing steel shall conform to ASTM A
615
reinforcing steel shall ' be detailed and f ab
icated
according with the manual of standard practice
for
detailing reinforced 4crete structures,
Maximum permissible sl�i mp 5 in structural
concrete
except sand cement gout.
Use plan cold -drawn electrically
welded st
el wire fabrics
conforming to ASTM A
185,
Concrete testing: One
set of five cylinder
for every 50
cubic yards of concre
e per ASTM C-94. If
required,
Soil shall be treated
�o provide termite barrier.
A da ms
8 Odin g
Compononft
Sheet No,2 f 5 Admin Bldg
WHIM J.T,L ons Construction
LE� : 2445 1. Airport Blvd,
Sanf and FI
°A'E 6/2p/9 °A"yl PH ice na
T.S. Chehal
Licensed Professional Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
��^ (407) 521-5557
l}V� FAX(407)521-5434
PE 0040748
J
r
100' 0"
25' 0" 25' 0" 25' 0" 25' 0"
_../:moo �Up�G`r' �t��:�?��f?'t: � i� W,��-� •'��.��{`�!�'f1G- ,v, r, �.
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC
1606 OF THE STANDARD BUILDING
CODE 1997 EDITION.
1 HOUR ` p
i s tQNP. `.41
FIRE ; ;ScUQ
Thickness: 47/a"
Limiting Height: Refer to Section V
Approx. Weight: 6 psf
Fire Test: See WP 1200 (FM WP-45,
6-19-68; OSU T-1770, 8-61;
ULC 79T484, 79T500, 79T497,
8-12-81, Design W415)
Sound Test: NRCC 816-NV, 2-3-81
OARD, STEEL STUDS
or gypsum veneer base applied parallel or at
studs 24" o.c. with 1"Type S drywall screws 8"
or and ceiling runners and intermediate studs.
n opposite sides. Sound tested with 31/2" glass
):3 of 5 Rdmin Bldg
T.S. Chehal
Licensed ProfessionallEngineer
531 S., S.R. 434
Altamonte Springs, FL 32714
(407)521-5557
FAX(407)521-5434
PE 0040748 1
` II
n
Electrical Plan
Scale; 1/4" = 1"-0"
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC
1606 OF THE STANDARD BUILDING
CODE 1997 EDITION.
� LIGHT FIXTURE
e- 110U � Exit Lights per code
0 Bathroom Exhaust Fan
Ll Emergency Lighting per code
Combination RJ-45 (network) 8 LG-6 (phone)
` Home run all stations to equipment room,
1
DEPTH
I j I ____
I I I
I , I
I , 1
I
-
"�
[off
ry I CO � I
I Io 1
I I
I I I
I ; I
I I
I ; I
I I I
---'-----------------------------
(c) (d) -Ir
Free Standing Built -In
Fountain or Cooler Fountain or Cooler
Drinking Fountains and Water Coolers
17-19 48 min
430-485 1220 24 max
N t 610
cXn 17-19
C E 430-485
E
--------------- --- --
�— - 0 o
8 min _ 6 max _
205 150
.---------- ---------
NOTE: EQUIPMENT PERMITTED
IN SHADED AREA
Spout Height
and Knee Clearance
Clear Floor Space
17 min
430 t
g----------------------
co O 1 j
CN I CLEAR '
__- FLOOR
o SPACE LQ
�)
_ - I
I
Nr- E 19max— o LO
N 03 TOE 485
CLEARANCE
6 max 48 min_
KNEE 150 1220
CLEARANCE DEPTH
8 min 17 min
205 430 Clear Floor Space at Lavatories
Lavatory Clearances Q
Sheet No: of 5 Admin Bldg
T.S. Chehal
Licensed Professional Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
�( A 21-5557
FAXX(40721-5434
PEE 0040040748
Fluor. Light F__�
HUAC Supply Uent
Bathroom Exhaust Fan 0
m
3" 6"
3' 6"
No Ceiling
This Area Only
Sales
Office
Break Ara
File/Copy Room
8' cig
Storage
W Mech
8' cig I Recess Equipment
L. _I 8' dg
® Women ® Handicap ® unisex
8' cig 8� cig8" clg
® ® ®
unch Room
®
Boo
keeping
Engineering
Office
iallway
Gene
al M
nage
�Ic_h_
Reception
m
3' 4"
I 7
II
II
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II II
II II
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— —------------
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HUAC PLAN
ReFleELed Ceiling Plan ' y
SCALE: ane. = i -e NOTE:
ALL CEILINGS TO BE 9`0" AC TILE U,N,O,
ALL 8" CEILINGS TO BE DRYWALL.
LOCATIONS AND SITES OF ALL FIXTURES ARE
APPROXIMATE
Sheet No:5 of
5 Admin Bldg
r
c•;I�
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC
1606 OF THE STANDARD BUILDING
CODE 1997 EDITION.
T.S. Chehal
Licensed Professional Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
(407)521-5557
FAX(407)521-5434
PE 0040748
0c)
Vq3
CITY OF SANFORD BUILDING DEPARTMENT
SUBMITTAL REQUIREMENTS FOR COMMERCIAL BUILDING PERMIT
1 1. Two (2) complete sets of plans and drawings to scale and to include;
V a. Site plan approved by Planning & Zoning and City Commission
Coll', b. Boundary and building location survey
C. Foundation plan
Floor plan
❑ 1. Room or space identification
❑ 2. Indicate room dimensions
❑ 3. Specify door and window dimensions and types
❑ 4. Indicate tenant separation and fire resistant walls. Complete
UL design noted.
❑ e. Four (4) or more elevations including finish floor(s) elevations.
❑ /� f. Structure details -signed and sealed by engineer
❑ g. Architectural drawings signed and sealed by architect
❑ h. Electrical drawings -signed and sealed by engineer, if over 600 amps
❑ i. Mechanical drawings -signed and sealed when 15 tons or more and/or
$5,000.00
❑ j. Plumbing drawings -signed and sealed, shall comply to Florida
/ Handicap Code.
2. Plans shall show:
a. Square Footage
b. Type of construction
❑ c. Occupancy classification (group)
❑ d. Occupant load
❑ e. Sprinklers, standpipes and alarm systems
❑ f. Fire protection requirements & NFPA requirements
❑ g. Life safety Code 101
❑ Three (3) sets of Florida Energy Forms 40OD-97 signed and sealed by
architect or engineer.
❑ 4. Arbor permit when trees are to be removed from property. Contact the
City Engineer for details regarding the Arbor Ordinance and permit.
❑ 5. Soil analysis may be included on site plan 'or foundation
1❑ 6. Soil analysis and/or soil compaction report. If soils appear to be unstable
or if structure to be built on fill, a report may be requested by the Building
Official or his representative.
❑ 7. Utility Letters
Required Inspections During and Upon Completion of Construction
1. Footer
2. Underground electrical, mechanical and plumbing
3. Foundation elevation survey
4. Slab
5. Lintels -tie beams -columns -cells
6. Rough electrical
7. Rough mechanical
8. Rough plumbing
9. Tub Set
10. Framing
11. Firewall
12. Tenant separation/firewall
13. Insulation, walls and/or ceilings
14. Electrical final, mechanical final, and plumbing final
15. Building final
16. Other
DATE ��" SIGNATURE
CITY OF SANFORD
INSPECTIONS DIVISION
COMMERCIAL REVIEW COMMENTS
NEW CONSTRUCTION
PROJECT: DATE: ;24 2ero
ADDRESS: :3= (,U, CCcz�� SANFORD, FL. 32772
CONTRACTOR: �,�T'�, o",vs LiC#
ADDRESS: 1,2¢1- c' PHONE# C� '7j 44�X_ 744�1
REVIEW COMMENTS:
_CT_ 1.
Finish floor elevation shall be 16 inches above center line of established street or a
Min. Of 8"above grade when property has no paved street. City Section 6-7.
2.
Strip footers shall be continuous with 2-45 rebars for 1-story buildings, 2-story
buildings shall have 345 rebars in footers, and #5 dowel at each corner. Size of
footers shall be 8"x16" min. for a 1-story and 10"x20" for a 2-story.
X' 3.
Mono footerlslab combination shall be 20" deep and 16" wide with 45 degree angle
into 4"slab. 2-story shall be 20" deep and 20" wide with 45 degree angle into 4"
slab. Reinforcement shall be as in strip footer all laps a min. Of 25 inches.:)eq "5
-rs— 4.
Masonry construction shall have a min. of 145 rebar in lintel course or tie beams.
Verticial down rods shall be #5 rebar with 24" bend tied to lintel rebar and min. of
25" lap at each dowel & tied.
-7- 5.
Means of egress shall comply to Chapter 10, 97 S.B.C.
-�- 6.
Means of egress and illuminations shall comply to section 1016.1, 1016.2 and 1016.3
(Exit Signs) 1997 S.B.C.
7.
All corridors shall be a minimum of 44", Table 1104, 1991, S.B.C.
--- 8.
All restrooms shall comply to 1997, H.C.F.S. 553, Part 5.
�- 9.
Interior finishes shall comply to Chapter 8, Table 803.3, 1997, S.B.C.
10.
All electrical wiring service & fixtures shall comply to 1996 N.E.C. and Notice L
Amendents.
-cr-� 11.
All plumbing shall comply to 1994, S.P.C. and 1997 F.S. 553, Part 5 Florida
Accessibility Code .
--cr-- 12.
All mechanical equipment & duct systems shall comply to 1997, S.M.C. and 1997
Florida Enegry Code.
_tT__ 13.
Firewalls or tenant separations shall comply to Sec.413.3 & Table 704.1 & 704.1.4,
1997 S.B.C. All rated wall penetrations shall be sleeved and fire caulked.
14. Stairs shall comply to Section 1006, 1007, 1007.1.2, 1007.3, 1007.4, 1007.5, 11007.5.3
1007.6, 1007.7, 1007.8, 1008.6, & 1015, 1997 S.B.C.
�Q 15. Shall comply to 1994 N.F.P.A.-1
X 16. Shall comply to Life Safety Code 101, 1994.
17. Final grading inspection needs to be done after final grade but prior to final
landscaping.
Review by: Wct rpy
C
r
PREMANUFACTURED ROLLED STEEL CANTILEUER RACK .
/- (2) 5/8 x 4-3/4" WEDGE ANCHORS
MIN. 5-1/2" CONCRETE
MIN. 1-1 /2'" ASPHALT
�-- MIN. 8'* SOIL CEMENT
o-
PLANS R-s'�M
CITY OF AH OP
ADAMS ADAMS BLD. MATERIALS
LEUL FUMS
0 24g5 W. AIRPORT BLUD
U LDDND
CANTILEUER RACK SYSTEM
.
MATDN�ALS 3,u6- �,Ey3 Ya,MDF
T.S.
Chehal
Licensed Professional Engineer O\`
SS., S.R. 434 \\
Altamonte
te Springs, FL 32714
(407)521-5557
FAX(407)521-5434
PE 0040748
w
I)_.ii oiioi 1ni(�' )I I" n r
Note:
This structure has been designed
to meet or exceed the 100 MPH
wind load requirements of Sec
bode o997 Editionrd Buildmg
12
3
ENGINEERED UMBRELLA TRUSS ATTACHED
TO CANTILEVER RACK WITH (21 112" BOLTS
AREA
CANT LEVE`�-' 5H A U'�� K
„ S R I "'
CITY OF SANFORD
—
A 1 \ -n
T.S. Chehal \\�
Licensed Professional Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
(407)521-5557
FAX(407)521-5434
PE 0040748
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