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W m N m N W GENERAL NOTES
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ELEC BELL
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NN 2' DN ALL WORK TO BE DONE IN ACCORDANCE WITH NFPA 13. FLOW SWITCH
W N W N W HANGER MATERIAL AND SPACING TO COMPLY WITH NFPA 13.
OWNER TO PROVIDE ADEQUATE HEAT TO KEEP PIPES FROM FREEZING.
1'
#3 N ALL PIPE LENGTHS ARE CENTER TO CENTER U.N.O. HEAD BOX
INSP, TEST 7-1 5 1 EACH SYSTEM AREA COVERS 33,750 SQ.FT.
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4' GR BFV W/ T.S.
j
WOOD ASSEMBLY - .20/1500 SQ.FT. BOR
ORD. HAZARD II - 130 SQ.FT. SPACING j
4' CK VA
BUILDING FOR USE AS WOOD ASSEMBLY PLANT
SAMMY SCREW ROD WITH A MAXIMUM STORAGE HEIGHT OF 12'-0"
C-CLAMP WITH % // ��� �� T �T� �% /� ]�% 8' U,G,
/- LOCKNUT V 1 V A 1 V
\ CEILING PLATE
(OPTIONAL)
ROD COUPLING
�-ALI_ THREAD ROD
RISER DETAIL
`-ALL THREAD ROD
N.T.S.
PIPE RING ..----PIPE RING
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C-CLAMP HANGER SAMMY SCREW HANGER
OVERHEAD PIPING PLAN
WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY PROJECT NAME
FLOW TEST FIRE PUMP = CENTERLINE SIZE LOCATION TYPE SYSTEM NO. D.A. #1 LOCATION WHSE SYMBOLS QUAN. ORIF, TEMP. MAKE & MODEL TYPE FINISH ESC. 0 11-8-99 RELEASE FOR SUBMITTALS LEJ
DATE OF TEST: MAY 1999 RATED CAPACITY: =ELEVATION 1"-2" THREADED LINES XL HAZARD ORDINARY N0. OF SPRINKLERS 12 0 540 17/32" 286' GEM MOD, A SSU BRASS -
AFS
ADAMS BUILDING MATERIALS
TIME OF TEST: 11:00 A.M. RATED PRESSURE: TOS = TOP OF STEEL 2" WELDED LINES SCH 07 SPACING 127.5 DENSITY .20 ® 43 1/2" 155° GEM MOD. A SSU BRASS - 2445 W. AIRPORT BOULEVARD
SANFORD, FLORIDA
STATIC PRESSURE: 77 PUMP TYPE: G = GROOVED PIPE END 21/2" RISER NIPPLES SCH 07 K FACTOR 8.1 DESIGN AREA 1530 AN D E R SO N FIRE SPRINKLERS, INC. DRAWN BY: LES JONES DATE: SEPT. 13, 1999
RESIDUAL PRESSURE: 58 WELL PUMP T = THREADED PIPE END 4" MAINS SCH 07 INSIDE HOSE 100 GPM DISCHARGE 591.9 P.O. Box 916673 Longwood, Florida 32791 SPRKS. ON JOB: 583 SCALE: AS NOTED
GALLONS FLOWING: 1090 GPM AVAILABLE: F = FLANGED PIPE END 4" RISERS SCH 07 OUTSIDE HOSE 150 RESIDUAL PSI AT 62.71 Tel. (407)788-2110 Fax (407)862-5731
APPROVALS: CITY OF SANFORD FIRE PREVENTION
TESTED BY: CITY OF SANFORD PSI AVAILABLE: C-C = CENTER TO CENTER RACK GPM CITY CONNECTION 583 HEADS THIS SHEET. CUSTOMER PROJECT NO. DRAWING NAME: ADAMS-2 CONTRACT NO. 99089 SHEET N0. 2 OF
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17-19
430-485
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277 / 480 3 PHASE 4 WIRE
lion 111019
LVP1 LVP2
120 / 11120 /
208 208
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CLEARANCE
6 max
150
DEPTH
17 min
430
17 min
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NOTE: EQUIPMENT PERMITTED
IN SHADED AREA
Spout Height
and Knee Clearance
Free -Standing
Fountain or Cooler
1220 24 max
610
Clear Floor Space
35 HP 35 HP 50 HP
CORD WE9 AIR
SAW SAW COMP.
30 min
NOT TO
EXCEED
760
FOUNTAIN
--------.---
DEPTH
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915
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12 min 12 min
305 305
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12
305
11-i1-7
430-485
Grab Bars at Water Closets
Adams
� Wdong
MR mriga Is
2/Al,l, `?CGTIaI\!_
54 min
1370
42 min TOILET
1065�� PAPER
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SIDE WALL
T.S. Chehal
Licensed Professional Engineer
531 S., S.R 4_'.4
Altamonte Spriztga, FL 32714
(407) 521 - 5537
FAX(407)521-5434 ('�
PE 00407 8 j�[ `(�A`"
Sheet No: of shop Of f ice
RIM:
JT Lyons Construction Co
`E&` R°°W� 2445 W. Airport Blvd.
Sanf ord Fl
2/1 /99 PH I�
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 71LITY IMPACT FEES
IN71
26' 0
0
CLJ
t�
16' U
nlnQTu 'PAY FTPCT F-i nnP PI QN
3/16"=1'-0"
6' wide X 3' high tempered glass
O
Wall Switch
♦ Lighting Fixture
�g HOSE BIB 110V Duplex Wall Rec
® Bathroom Exhaust Fan
Emergency Lighting per code
�l Combination RJ-45 (network) & LG-6 (phone)
-Wall/Celt Mount fluor
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.
CU
NORTH BAY LOFT
UNFINISHED
Light Shaf t
NORTH BAY SECOND FLOUR PLAN
CENTgR BAY
LJ
SOUTH BAY
KEY PLAN
30' 0
C
0
0
SOUTH BAY FLOOR PLAN
3/16'=1'-0'
cn
8' 4
Co
16 Risers @ 7,1172'
15 Treads @ 10.7656'
LOBBY STAIR DETAIL x �'" t�f �x �Q''6'G
3/160=1'-0'
15 Risers @ 7,5917'
14 Treads @ 9,8167'
Treads shall have approx, 1' nosing,
a
r
TYPICAL BAY STAIR DETAIL
Plan
c(D
ro
3068
16' 0
Office No 1
mE rut
9' 4
WrsPW
3068 p 1 TILE FU
9 3068
4'STL COL
LOBBY
CENTER BAY FIRST FLOOR PLAN
3/16'=1'-0'
36 min
18 915 18�min455 45
I
1 LAV;
c
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L0
Efl
(C)
r-
CLEAR;
FLOOR,
___ _SPACE
48 min
1220
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3068
36 min
18 915 18 min 42 min 18
455 455 455
1065
LAY �
eo ,
CLEAR: 0D 'CLEAR
FLOOR: FLOOR
SPACE: i SPACE __
48 min
1220 60 min
1525
Clear Floor Space at Water Closets (not in stall)
1
9
16' 0
a 15' 4
Vn
Of f ice No 2
TU Fir
2868
Off eNo3&
He rr
5' 2
l i Illl I 1II I I I r3�y'�
s,uewFF nmi 3' 6
$ t
2868
CENTER BAY LOFT
UWKM
CENTER BAY SECOND FLOOR PLAN
t
`* T.S. Chehal
R Licensed Professionai Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
(40'7)511-5557
FAX(407)521-S434
PE G040748 X
Sheet No: of g Shop Office
Adams
�uoldono
MR � (9 fid is
JT Lyons Construct,�on Co
2445 W. Airport Blvd,
Sanford Fl
RMCK
sow
' 2/ 1 /99
" H
.ae ra
16' 0 10, 0
0
24'oc
T5
0
0
T6 THA422 (TYP.
(2)1
o
60
5'X16'LVL
1it11A
4'STL COL
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125 T1
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NORTH Bar FIRST FLOUR PLAN
co
1
60
OS C G -r r q 3 �'� r .r' r ro l'r L) i),j 3 l- . a M T •,S zo o
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16'0 16'0
J
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D
K
0
o
u zo
CENTER BAY FRONT ELEVATION
3/16"=1'-0"
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC
1606 OF THE STANDARD BUIL➢ING
CODE 1997 EDITION.
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TRUSS LOADING
CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LIVE:
TOP CHORD LIVE: 40
TOP CHORD DEAD: 1 o
TOP CHORD DEAD: r,
BOTTOM CHORD DEA910 f o
BOTTOM CRM DEAD;
TOTAL LOAD (PSF
TOTAL LO PSF)
STRESS INCREASE55.10
ISTRESS IIM*FuASE:
THIS TRUSS SYSTEM WbEEN DESIGNED WITH 1-649 GENERATED BY
PSF TOP CHORD DEAj� DAD AW O PSF BOTTOM CHO
WINDS US ({ � MILES FROM HURRICANE i ANLINE, CAT, 1, EXP. D (ASCE 7-
DEAD LA
CENTER BAY ROOF TRUSS LAYOUT
CENTER BAY FLOOR TRUSS LAYOUT
3/16u=J/-0//
Smooth T1-11 Siding
C
/ Smooth T1-11
3/16"=1'-0"
SOUTH BAY ROOF TRUSS LAYOUT
3/16'=1'-0'
' 4-3/4'
Cn I
Co
60
mo
t
1-
1
id
ng
Smooth T1-11
co
co
co
ling o0
0
CENTER BAY RIGHT ELEVATION
3/16"=1'-0"
webs as per mfg.
GSrA3 a ��
03,211
IPH TYP. FRAME CONST,
5/8' T1-11 SIDING
p ON 2X4 STUDSe16'oc
W/ R-19 BATT INSUL
W/VAPOR BARRIER
1/2' GYP BD WALLS
1-,f rA,3 c
3�ro,c.
16' DEEP FLOOR TRUS
'rF G .f r/j 3 0 "S N v 7 tJ 1 �� J r/-f L-J
•gyp , -- 3 x" S r ow t4 to op PG A re
fl a- N TJr1 C---A C+f rr r r r -ro 11 L#q TG
3/4' T&G DECK
GYP BD CEIL
co
co
3/4' T&G DECK
2-2X12 HEADER GYP BD CEIL
TYP, FRAME CONST, MASONITE WALL PANELING
5/8' T1-11 SIDING
ON 2X4 STUDSe16'oc
100
W/ R-19 BATT INSUL SEE PLAN FOR WINDOW
W/VAPOR BARRIER
1/2' GYP BD WALLS I
CENTER BAY REAR ELEVATION
3/16/f=11-011
' 4-3/4
WOOD TRIM
4-3/4'
CENTER BAY LEFT ELE'JATIOPI
NO& BAY
CENFER BAY
' 4-3/4
2x6 RA
04 POST
2' 0
V 4'
L-) t, ?.1- )(16r� LVL
SOUTH BAY
KEY PLAN
X47�04' T&G DECK
2' 0
per mfg. (/
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�Ly� �)J-4tv ro /3t
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4' steel col.
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x
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F
1' 0
T.S. Chehal
Licensed Professional Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
(407)521-5557
FAX(407)521-5434
PE 0040748
PLANS REML
XV
CITY OF SANFORD �
Sheet No: of s Shop Office
anw:
A doors JT Lyons Construction Co
IFfMWM: 2445 W. Airport Blvd.
r�Uldin o tiRI
Sanford Fl
MR m1dals
MIM ' 2/1/99 'PH
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.
Adams
Building
MR fork'18
&LM. JT Lyons ConstrucLion Co
`Eff` , 2�-45 W. Airport Blvd.
Sanf ord F1
RMN
2/1/99
"'PH
�
BF-ARING WALL NAIL PATTERN
I
A2
i. PL'rW0M: (FIELD) USE 8 D NAILS 0 IZ" O/C
/2 /
ANZ (EDGE) USE 8 V NAILS • Pc" O/C
-
�. Gypqu 1: (FIELD) USE 5D NAILS • 10" O/C
b FT.
4 PI.
/ O
�J <\
(EDGE) USE SD NAIL:!
I
r
ROOF NNUNG SCHEDULE
NALW ZaV& N tCEMENT WATER SRia�m
yCM I ad NAILS AT Ir Or-
O I
O
2
1 2 2 I 1 Q l2
zcrc I bd NAn.b AT i' Oz. C) 6r"kAL OIL
Zaa . bd NAILS AT V OG, N MELD NAILS
D) HEAD
I
-
_
(� Q 4 FT,
Sd NAIW AT 4' Or- ON E�
o 0
GYPSL�"l (21LING: USE 3D NAILS • ,• ore
'
C- oAl b FG o a R N/9 /G /AJ ot A/ A /G X
-C . E v 4 Ems' (e!il U j6�- A AIA /G)
,a
/;_'l a C- ,r-7/ E 1-,D
LIMITING HEIGHTS OF STUDS
SIZE, #2 6KADE
C'
SPAGIN6
OF RIOWS
MAX. HT,
2x4 5F'RUGE FIR
IG'
NONE
2x4 SPRUCE FIR
I6'
ONE
10'-O'
2x4 SPRUCE FIR.
IV
TWO
2x4 5PRUGE FIR
IV
THREE
(4'-0'
2x4 50UTHERN PINE
16'
THREE
13'-4`
2x4 SOUTHERN PINE
IZ'
THREE
15'-0'
2x6 SPRUCE PIR
I6'
NONE
2x6 SPRUGE-FIR•
16,
TWO
14'-4'
2x6 5rgijce FIR
12,
THREE
16'-0'
2x6 50UTHERN FINE
IV
THREe
17'-0'
2x6 SOUTHERN PINE
12'
THREE
19'-6'
2x6 51`02E FIR
16'
THREE
16'-0,
tub 5PRUGr- FIR ',
12'
THREE
21'-0'
2x6 50UTHERN PINE
IV
THR2F-
22'-4'
2x6 SOUTHERN PINE
12'
THREE
14'-0'
CONVENTIONAL
MAX
FRAMING SPANS
SPAN 24' O.C.
RAFT
F=R JOISTS
2x6 12' OL. W-1 MAX WAN
2x4 C' OC. 1•0 MAX SPAN
2xt2 R' OC. 21.4 MAX WAN
2xi 16' OZ. 13-6 MAX MAN
2x4 16' OC. 0.1 MAX SPAN
2x12 W OC. 20.3 MAX SPAN
2x6 24' OG. N-1 Maus SPAN
2x4 24' OC. 1•1 t1Ax SPAN
hO 24' OC. 16-* MAX SPAN
2x0 V* OZ. M-O MAX SPAN
2xb 12104. 14.1 MAX SPAN
2AC 12' OC- M-01 PtAx SPAN
2xS 4, O.G. rt•1 MAX MAN
2x` W OC. C•N MAX SPAN
2XW 16' Or- I1-1 MAX SPAN
2x8 24' O.C. 15-1 MAX SPAN
2x1 14' OC. IV-# MAx SPAN
200 24' OC. 14.1 MAX SPAN
2x10 12' Or- 24.10 MAX MAN
" G' OC. 11.2 MAX $PAN
-
2AV IW OC. 22.1 MAX M.W
2xA 16' Or- K-1 MAx MAN
IAA 24. O,C. 16 -I MAX MAN
" 24 OC. 13.1 MAX MAN
2xp I2' OC. 16-0 MAX MAN
2x10 Oa; 22.1 MAX $PAN
2.0 W OC. 2-6•OMAX S.AN
2xlp 'Oa N1.11 MAx $PAN
2x12 24' OC. 21.4 MAX MAN
2xi0, 21' O.G. 66.1 MAx MAN
NOTE 1
ALL SPAHS 9A6W ON "2 SOUTWERN YELLOW
PM. 011 WIN LOAD# OF-
•20 FWsL1vi LOAD
'I0 P @D2AD LOAD
-- - exextb CHAIR EiL.Ca-K
• 51-A5 I'MR-tFIF7t
- .----«-, . -- a �•, te• tr�rlr�
6 I I rlrF n trtrx,-7t t
4' TO FOOTRIG 130-0F"1
r ETMTION QUAIL
ec4ftr 9/4' • 1' o'
�PAFTER / "WSS .
SHEAWNG
BUILDING
LENGTH _
eLO . i 4e-0.c. wlx.
IN FIRST 2 FRAMING SPACES
AT EACH END
FIGURE 307F
ROOF SHEATKW LAYOUT
AND ENDYWALL ROOF BRACING
ALL TOP PLATE SPLICES SHALL
OCCUR OVER AALL
HAVE IAANN EaJAL NGMGED l MEMBERS SHALL
IBER OF GANGED STUD
IN SUPPORT OF THE MEMBERS.
NttlU.OGK TOP
- HEADdt CP-rYtt PLATE e C
(2) 2X4 MO W-L PLATE ATE ML.LM 51.00.K
4'-0- MV (3) Ltd TOP- MAA.
(TYP EACH ?SM
j t]A NA" O 4' O.G.
NOTE: � � 3Rl CRlPPLP- • 16' OG. 2" M10.'7'D STUD
(4) 12d NALS 1 EA END
THIS STRUCTURE HAS BEEN DESIGNED - l2J124PAtk►wl4
TO MEET OR EXCEED THE 100 MPH • NPD�>`f�MTe
WIND LOAD REQUIREMENTS OF SEC JV
1606 OF THE STANDARD BUILDING
CODE 1994 EDITION. ,qWZ)
tq q7 S31 T i VAI TOP PLATE 5rLICZ VETA& SILL SAIL TOP PLAN CORNER MTAIL
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MINI1 -1- yip
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NAXINUI`117-71F
MIN1r-W, 6.15'
MAXIMUM TOTAL VARIATION
BETWEEN ALL RISERS' 3/5' TOTAL
THE F01-1-0 JING MUST BE TRUET
(2) RISERS • (1) 1R)-'AD4 - 34 �F' 1' � FINISHED FLOC R
E
E-
I05 VERT, 0 EA.
OVERL R f --FOU DATION
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-- 5" OVRLP
FOOTINCH E>7P =IOuJN
General Lumber Notes : ;• `.:
1. All lumber to be Southern Yellow Pine NO 2 with maximum content,
of moisture o: Exteriorlurriber to be Pressure Treated.
2. All exteriorFW11irs and door to garage must be of solid wood and minimum' thickness
off 1 3/8" or solid core metal.
3. Windows must withstand a minimum pressure of 30 PSF
4. Provide adequate bracing and bridging to trusses to resist wind and other lateral
forces.
General Foundation Notes
1. All concrete slabs shall have a compressive strength of not less than 2500 PSI
@ 28 days.
Slabs shall be reinforced with fiber mesh on 6 mil, vapor barrier over clean
compacted termite treated fill. .
2. Concrete footings shall have a compressive strength of not less than 2500 PSI
@ 28 days.
Reinforce footings with # 5 bars as indicated. All bars shall be deformed, and shall
conform to ASTM designation A305, and be clean and free from rust and scale.
Splices shall overlap at least 25''.
Minimum Grade shall be 40.
3. For concrete block walls provide concrete filled cells with 1 - # 5 bar vertically
continuous from footing to tie beam at all corners and where otherwise noted as per
foundation plan.
4. Extend slab 1 - 1/2" at door openings.
5. Extend slab 1 -1/2" and recess 3/4" for sliding glass door tracks.
CDNNECTOR SCHEDULE IN
MODEL #
FASTENERS
UFLIFT t
CA1F"AC-1
SP-1
6-10d
A-10d
585
SP-2
6-10d
6-10d
850
SP-�4
b-I I-I/2
735
MT512
14-100 -1/2'
1000
MT520
14-IOdXl-1!2'
loon
j L5TA12
10-10d
a
L5TA24
18-10ci
1295
14TA30
22-i4d •
t G70
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? 1od e
t 715
MSTi�3ry
i6 'iod •
1 � 5
HETA16
I-10dXI-1/2
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is
-2
20-16d
8-16d
• 2 000
RT22 TW' HUGHES
15-16d
17m
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54160
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HEADER 5EE GHART DEL -Ow
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NO GONNEGTOR REQUFKED
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LOAD BEARING WALL`
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51
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MAXIMUM
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o EACH END ,
FULL L.CNbTH
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f
T.S. Chehal
Licensed Professional Engineer
531 S., S.R. 434
Altamonte Springs, FL 32714
(407)521-5557
FAX (407)521-5434
PE 0040748
t'ek!
fftb aloft
upoll lmauop
City of Sanford
Model Coda in ohot,
Stwidard building God@ 1097 ad,
staflucifu plur-nbiq coda 1997 4
8 -Aaf d 4100mildrAl Cod@ I W? ad
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See City Coda Ali NDMEW9
FL. Accessibility Codes 1997
FL. Energy Code 107
SANFORD BUILDING DEPT
FHESE PLANS ARE. KVIEWFO AND CONDITIONALLY
ACCEP, rpr) r0P P(�QMIT A PFr4ktj-r ISSUED SHALL BE
CONs'mUrD TO FR A j--J(-'FN$CZ t'C, P�dQC-'FFJD VVITH
rkiv' wontK AND N01 Asa AtJf'J(,)F)lT'y TO VIOLATE,
A N C F AL. I'V. P Q R T A Ik t A;
PROV!F-)IN& TtF tiFf fE«"
ISSUAW,E (2)F A F; 0 K
DEPT FROM
-PION OF ERRORS ON THE p 0H6TFjwCTl6N
'-10 (nTk W6 Q- '� Hcz k"�r)FF'
AD I JNLESS
0
MUST MEET FLORIDA
ACCESSIBILITY CODES_
MUCST MEET FLORIDA
ENERGY CODES
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