34 Keyes Ct - 98-000882 (1998) (INTERIOR REMODEL) DOCUMENTSJ
Y
ZONE DATE
CONTRACTOR r IQ11 lA l-6 c
r
ADDRESS ClrL.L C3A . _)GA)riATA I
PHONE # '9C09- FSOS`l
LOCATION
OWNER
ADDRESS
PHONE # SCoGI - 05 1
PLUMBING CONTRACTOR __
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR _ 156-In 'U[ 21f
ADDRESS -
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS (__J
ARCHITECTURAL APPROVAL DATE
PERMIT. #
COST
FEES 1_{
STATE NO.
FEE S
t-r
Q
FEES
i
FEE $
o
1
a
SUBDIVISION:
LOT NO.
1.' ,,, ' BLOCK:
SECTION:
SQUARE FEET: Jbla-C
MODEL/
4-
OCCUPANCY CLASS:
c
INSPECTIONS
E DATE GIC` EJECT BY
f
er
FEE S - PRGY SECT. EPI:
r
i
CERTIFIC' 4PANCY
ISSUED-' n W DATE:
x I , _
FINAL DATE '.-- -',_4
z -- r
s
14.
n
Certificate Of Occupancy Addendum
Owner:
Address: 34 Keyes Ct.
Date: 3/20/98
Reason for Disapproval:
Conditional Agreement:
1. Driveway connection to the existing asphalt road is unacceptable. Appears that
the concrete finishers went home before the concrete truck finished pouring
concrete. Please saw cut the asphalt in a straight line approximately I foot from
driveway/asphalt joint. Also, saw cut the newly poured concrete again
approximately I foot from this joint. Re -pour this area with concrete and finish
the concrete.
2. ;The sod at the west end of driveway needs to be lowered (to match prior swale).
3. Correct erosion in the retention pond (2 places). Re -sod eroded areas.
4. Landscaping, driveways, swales and parking are required to be completed at next
building C.O.
These items must be completed by 3/31/98
cc: Russ Gibson - Land Development Coordinator
C:\wp5 I \doc\co\34 Keycs.CO
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE OF C.O. STARTED: 3' I ;-- (:7
ADDRESS:_
CONTRACTOR:
CHECK BELOW TYPE OF C O
Commercial Interior Remodel.-9NewCommercial:
New Industrial:
New Single Family Residence:_
New Multiple Family Residence:_
New Apartments:_
The Building Dept. has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department.
After your inspection, please contact to the Building Department to sign -off
on the Certificate of Occupancy, or submit a certificate of occupancy
addendum if it has been denied. Your prompt attent'
Thank you.
DISTRIBUTION LIST:
Engineering: /
Fire Department: v
Public Works:_
Utilities/Cross Connection:
Zoning :
W
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE OF C.O. STARTED:
ADDRESS: —3 `7
CONTRACTOR:
I
CHECK BELOW TYPE OF C.O.
Commercial Interior Remodel:
New Commercial:
New Industrial:
New Single Family Residence:_
New Multiple Family Residence:_
New Apartments:_
W4,,K
3-/6-98
1 - 3 0
oV1
T -,-'-/' - v ee- c << ',v
fL$7C /Gipar --S
G O a 14 1 a -1-C o N O T
vcfloc•<Kl
The Building Dept. has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department.
After your inspection, please contact to the Building Department to sign -off
on the Certificate of Occupancy, or submit a certificate of occupancy
addendum if it has been denied. - Your prompt attention will be appreciated.
Thank you.
DISTRIBUTION LIST:
Engineering:
Fire Department:_
Public Works:_
Utilities/Cross Connection:
Zoning:_
I e6Aa .
ftow
FP°Q S Pf1i 5a
q-3o4R ec 3a
to
oo
Kec.
pj->19
33a1
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE OF C.O. STARTED:-''I01— 1 !Y
ADDRESS: _ > V t wg-o Cam"
CONTRACTOR:
CHECK BELOW TYPE OF C.O.
Commercial Interior Remodel:_
New Commercial:
New Industrial:
New Single Family Residence:_
New Multiple Family Residence:._
New Apartments:_
The Building Dept. has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department.
After your inspection, please contact to the Building Department to sign -off
on the Certificate of Occupancy, or submit a certificate of occupancy
addendum if it has been denied. Your prompt attention will be appreciated.
Thank you.
DISTRIBUTION LIST:
Engineering:
Fire Department:
Public Works: N/} V. ,313 f8 Utilities/
Cross Connection: Zoning:—
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE OF C.O. STARTED: 3— I '-- 2S
ADDRESS:_ 3q
CONTRACTOR:
CHECK BELOW TYPE OF C.O.
Commercial Interior Remodel:
New Commercial:
New Industrial:
New Single Family Residence:_
New Multiple Family Residence:_
New Apartments:_
The Building Dept. has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department.
After your inspection, please contact to the Building Department to sign -off
on the Certificate of Occupancy, or submit a certificate of occupancy
addendum if it has been denied. Your prompt attention will be appreciated.
Thank you.
DISTRIBUTION T:
Engineering:
Fire Department:_
Public Works:-
Utilities/Cross Connection:
Zoning:_
MEMORANDUM
DATE: February 6, 1998
TO: Dan Florian
Acting Building Official
VIA: Charles Rowe 9
Director Of Community Development
FROM: Julie Ellenburg
Building Departent RE:
Interim Service Fee for 34 Keyes Court Due
to the problems with the project at 34 Keyes Court, the interim service fee to be collected at
the time of C.O. has been mentioned. Permits were pulled for shell only, consisting of 6,175 square
foot. Owner hired new contractor to finish out building, and adding office space. The interior
permit consist of 3,200 square foot. Interim service fee to be paid for 2,975 as warehouse
and 3,200 as office space, totaling 6,175.00 square foot. In
order for the Building Department to collect the correct fees, I feel that collecting these fees at the
time of the first C.O. (shell only) would be accurate. Col
3z0
o O c.a z/- cam-.- s- l .,../ i-. t-/,• .1 Q
of
Jc k i
Ja
2.97' x
30.14 =
89•515R
ono o.G+
3.2 x
183.g7 = i
7R8'064
ono p.G+ '
B9•51 +
58S.o6 +
677-57
186.2q -
0n 491 •"3G+
Ono O.'G+
ono G+
BP200I01 CITY OF SANFORD 2/06/98
Application Inquiry 11:36:41
Application number . 98 00000832
Application status, date APPROVED
Property 34 KEYES CT
Land key location ID . 12.20.30.510-0000-0030
Alternate location ID .
1/23/98
Zoning RI1 RESTRICTED INDUSTRIAL
Application type INCM INTERIOR COMMERCIAL REMODELING
Application date 1/23/98
Tenant nbr, name .
Master plan nbr, revwd by 138
Estimated valuation 18000
Total square footage 0
Public building NO
work description, qty .
Press Enter to continuo.
F3=Exit F5=31.and inq F7=A3p3pl names F8=Trackin4j incq F9=Sand inquiry
F10=Fees F11=Raceipts F12=Cancel F13=Val cake F24—Hora keys
BP301I01 CITY OF SANFORD 2/06/98
Structura Inquiry 11.36:50
Parcel Number . 12.20.30.510-0000-0030
Property address 34 KEYES CT
SANFORD FL 32771
Appl, structure nbr . 98 00000832 000 000
Struc status, date, CO'd APPROVED 1/23/98 0/00/00
Structure description .
Description Alphabetic Entry Numaric Entry
CONSTRUCTION TYPE METAL
SQUARE FOOTAGE 3200.00
Prase Enter to continua.
F3=Exit F5=1.and inquiry F12—Cancal
BP200IO1 CITY OF SANFORD 2/06/98
Application Inquiry 11:37:56
Application number 97 00003049
Application status, date APPROVED 9/24/97
Property 34 KEYES CT
Land key location ID . 12.20.30.510-0000-0030
Alternate location ID .
Zoning RI1 RESTRICTED INDUSTRIAL
Application type NIND NEW INDUSTRIAL
Application date 9/24/97
Tenant nbr, name .
Master plan nbr, revwd by 138
Estimated valuation 115000
Total square footage 0
Public building NO
Work description, qty .
Press Enter to continuo.
F3=Exi1- F5aLand inq F7—App1 names F8=Tra4--king inq F9=Bond inquiry
F10=Faes F11=Recei3Pts F12=Cancel F13=Val calcs F24=More keys
BP301101 CITY OF SANFORD
Structura Inquiry
Parcel Number . 12.20.30.510-0000-0030
Property address 34 KEYES CT
SANFORD FL 32771
Appl, structure nbr . 97 00003049 000 000
Struc status, date, CO'd APPROVED 9/24/97
Structure description
Description
NUMBER OF STORIES
NUMBER PARKING SPACES
SQUARE FOOTAGE
TOTAL LAND AREA
NUMBER OF UNITS
Press Enter to continua.
F3=Exit F5=Land inquiry
n
Alphabetic Entry
NA
F12=Cancel
Numa r i c Entry
1.00
6175.00
1.00
2/06/98
11:38:01
0/00/00
INTERIM SERVICES FEE SCHEDULE
CITY OF SANFORD, FLORIDA
UL
ON
SINGLE
FAMILY
PER UNIT
MULTIPLE
FAMILY
PER UNIT
HOTEL
SLEEPING
QTRS X RATE
RETAIL
SQFT =1000 X RATE
OFFICE
SQFT=1000 X RATE
220.53
202.15
INDUSTRIAL
WAREHOUSE
SQFT=1000 X RATE
INDUSTRIAL
MANUFACTURE
SQFT=1000 X RATE
YLFEBRUARY 187.52 187.52 103.13 220.53 36.17 64.3&
171.89 171.89 94.54 202.15 33.16 59.01
156.27 156.27 85.94 183.77 183.77 30.14 53.64
143.64 143.64 77.35 165.39 165.39
147.01
128.63
110.25
91.87
27.13 48.27
125.00 125.00 68.75 147.01 24.11 42.90
JUNE 109.39 109.39 60.16 128.63 21.10 37.53
JULY 93.76 93.76 51.56 110.25 18.08 32.16
AUGUST 78.13 78.13 42.97 91.87 15.07 26.79
SEPTEMBER 62.51 62.51 34.38 73.49 73.49 12.06 2142
OCTOBER 46.88 46.88 25.78 55.11 55.11
36.73
18.35
9.04 16.05
NOVEMBER 31.25 31.25 17.19 36.73 6.03 10.68
DECEMBER 15.63 15.63 8.59 18.35 3.01 5.31
CITY OF SANFORD ORDINANCE NO. 3159 ADOPTED JUNE 28, 1993
CITY OF SANFORD BUILDING DEPARTMENT (407) 330-5656
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
t
PERMIT ADDRESS 34 Keyes Court PERMIT NUMBER
v 632,._
Total Contract Price of Job $18,000.00 Total Sq. Ft. 3,200
Describe Work Interior build -out.
Type of Construction Flood Prone (YES) (NO)XX
Number of Stories 1 Number of Dwellings 1 Zoning
Occupancy: Residential Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER Lake Mary Beltway Commerce Park PHONE NUMBER 4D7-RFiq-R(154
ADDRESS 1175 Spring Centre South Blvd.,
CITY Altamonte Springs STATE FL ZIP 37714
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING
ADDRESS
CITY
COMPANY
ARCHITECT
ADDRESS _
CITY
MORTGAGE
ADDRESS
CITY
Harry Reynolds
LENDER
STATE
STATE
STATE
STATE
ZIP
ZIP
ZIP
ZIP
CONTRACTOR Marwood Enterprises, PHONE NUMBER 407-869-8054
ADDRESS 28108 Tammi Drive ST. LICENSE NUMBER CG-0059275 _,_---"
CITY Tavares STATE pi, ZIP 32778
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that`'
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies, or federal agencies.
ACCEPTANCE
THE REQUI
S
J
OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
MENTS OF FLORIDA L N LAW, FS713.
w********rw****************************** H 10 Z
K m O
12/15/97 12/15/97 M o M
natur4a'ol Owner gent & Date Signature of Contractor & Date 0
F+ N
A. Munfiel Dennis Woodland :' ,< Z
p or rint O er/A nt Name Type or Print Co trac is Name v
x 9
c
15/ /
Signature of Notary & Date Signature of Notary & Date
Official Seal) iV/sh? (Official Seal)
Application Approved BY: Date: ( 6 _ `
FEES: Building j(3 %6k) Radon Police Fire
Open Space Road Impact Application f%
PERMIT VALIDATION: CHECK CASH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
rr
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD, FLORIDA
PERMIT NO. DATE a 4 9
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME KY
v-Pi1 • -,-
ADDRESS OF JOB
MECHANICAL CONTR.
RESIDENTIAL COMMERCIAL V
Subject to rules and regulations of Sanford mechanical code.
NATI IRF ng: WORK
COMPETENCY CARD NO.e::;4gfg7 qEV £!S
9V-83Z
CITY OF SANFORD, FLORIDA
PERMIT NO Q y /nq) DATE 2/11/98
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING PLUMBING WORK:
OWNER'S NAME
LAKE MARY BELTWAY COMMERCE PARK
ADDRESS OF JOB 34 KEYES L. JET, SANEM.RD, FZ 32771
t5 ICl(m^j
PLUMBING CONTR. X _ Res. Comm. X
Subject to rules and regulations of Sanford plumbing code.
Residential:
Alteration, Addition, Repair I
I
Number Amount
New Residential:
One Water Closet I
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap _ _
Sewer r-
Water Piping_
Gas Piping
Factory -built housing
Mobile Home
Application Fee 10. 0
Minimum Commercial Permit: s25. OQ i ToUl
Mater Plumber
COMPETENCY CARD NO.
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: t " 0 3 r'1 FT PERMIT #: V — E3
BUSINESS NAME: -..
ADDRESS: 34 C-t
PHONE NUMBER: (Lio )
PLANS REVIEW Q - TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ (04 Q,0
COMMENTS: A •
d-
Y
Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford,
Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire
an take place.
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
oT thg,City of Sanford, Florj4. n
Applicants Signature
LAKE MARY BELTWA Y COMMERCE PARK
1175 Spring Centre South Boulevard
Altamonte Springs, FL 32714
407-869-8056 far: 407-869-8435
February 11, 1998
Ka fax #: 330-5677
City of Sanford
Building Department
Attention: Dan
P. O. Box 1778
Sanford, FL 32772
Re: 34 Keyes Court, Sanford, Florida
Permit #: 98-832 r
Dear Dan: ,
Yesterday I presented to you some modifications regarding a deck area for the above building.
Please be advised that the purchaser of the building has decided not to use the trusses and,
therefore, there are no modifications necessary to the permit.
Thank you for your patience and cooperation in this matter.
Very truly yours,
John A. Munfield _
Executiv Vice President
J, WIct i
Sanford/mement
i
LC ir P
Keyes Asset
Management Inc.
r r
1175 Spring Centre South Boulevard
Altamonte Springs, Florida 32714
is FEB \Ll- '' FE811 C I •
v :
9 S a
F.A.
aMc -
676394'4 •
City of Sanford
Building Department
Attention: Dan
P. O. Box 1778
Sanford, FL '32772
s-aZ-z^a+r 1-7Z8 IsJIIIIIIII11oil IIII III oil 11llt11111111111A11„111111111sill
CITY OF SANFORD, FLORIDA
G
q—? /
J
PERMIT NO Q o " DATE -
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NApri I1 ADDRESS
OF JOB S'} e`'J JZ C;lr+ V-d ELEC.
CONTRJOYIPPM. U—i4 rll, Residenfial Non-residenfial>< Subject
to rules and regulations of the city and nationehelectric codes. I
N TEK-10 l-Z CZ F-C M I C'I'4 ( . Number AMOUNT Alteration
Addition Re air OE f
Service Residential Commercial
Mobile
Home Factory
Built Housing New
Residential 0-100 Amp Service 101-
200 Amp Service 201
Amp and above New
Commercial Amp Service Apn
ication Fee I
TOTAL
II By
signing this application I am stating 1 will be in compliance with the NEC including Article 110, Section 110.9 and 110•10. U -
U - - Building
Official Mesf leclrician P' -
m GVs. T1°-P)'AFC bC/°t - Ea
XF STATE
COMPETENCY NO.00I181G
LAKE MARY BELTWAY COMMERCE PARK
1175 Spring Centre South Boulevard
Altamonte Springs, FL 32714
407-869-8054 fax: 407-869-8435
10 March, 1998
HAND DELIVERED
City of Sanford
Attention: Emanuel Hillary
Building Inspector
Building Department
P. O. Box 1788
Sanford, FL 32771
Re: 34 Keyes Court
Sanford, Florida
Building Permit #98-832
Dear Mr. Hillary:
Enclosed you will find a set of sealed drawings relating to the finishing of the interior of
the building.
The principle change on these drawings relates to the "lab area" in which the plumbing is
designated for future hook-up.
Very truly yours,
John . Munfield
General Partner
cc: Richard Jeppesen
rAWict
r.00r
Rb c EJGI EERf1ER
LJRKCY _ C.R
52
o6-p rF1oR D; r"
i
Y
A
o
a` a! ! fir az
L' • `{'
Rr ',• ys l7t ,.' ,• ' i t' ` •
r
v .
r +' '
rl 4 /_ r +
Vltr Y .`I r/
irg' .
j V°' M'.0- ,J!( t
ai '•=
IRI
C
MGC-r 'iR1 '?j`Fy • +>.' ! ` .'s
L - ", .•,y. :;> i ri . T t•i. .E SYVT j..
32', 'ns ti:yy. a K .
j
rr•,.t• "x+s'`f' i
wt'
x\::.gs •}, w.ti. s.•_:L a
i '•..'+.'.,'
ar.,s' ' ' q''y$' j3j'^ 1 .J 1 lr r.".."
r
h '"
j6:...ww
it+r"v i°,e'„jr , r Ay r_,.,? •e,Z`.,'P9i r x t+
a 'r:-h",. i
I " •-. +aas'`2 a,._•;;,,1 art> r' a .+v'rv'•. r ar1-.- 2 wr-
7t . f'J S d '7^• - ,.,. .r a, 4 y
y- '
aF+,-
wt'^'i''a ` .-. - :... ,'`" 'Y, ..w r ' t ..
t2. 4r ,yir4i>a.. tb't •x 1 ` :
Y1_. 74 " ryC``- e
Y
aR tX•s.. hy„ '°•. t r, r +2.2• s. r:s„s4 'l_,,-yL J Vi { `~ . TT
t i• +. p ,q 'v _i-!.•'f _ter- S '
7p, t . '4 Cjr,Ty"'4?'®r *Eai,'
i'S:..rlty,L >, t 4 7 s, a{ -
t 4 -•? t. ( t Jk 'x P,- ti '
tfxer'
i" i r -
r : f` u - .rJ+.,-a. _;r,Y r 'w .. ` T 2_JT .,,.. rr ry t""' t
i»• y i e 'rC ' '}i' ! T:. } Y t-'r::,S Y3`Yy yd,'t` o r t '' L y) `' ^%^•* '{ a
r
a. -
i r -. r x .•
a
v,-rt-, ' i . ` Ate`- 'f L t u a `• . * -
T . •.. Z "' _
tZl. Q f "' : ,
ya o...r{ of
y-
r
F -
t, re
R
r
b
may' Y S 1
t ^art x I
y_
Ar•_
ti5v 2, N•
r ti
fO t _ Jt et.
107- 8(9- For(
7[sA As / Ad S o vi N n
JE Keyes Asset
Management Inc.
Orlando
Orlando: (407) 869.8054 John A. Munfield
Fax: (407) 869.8435 Executive Vice President
1175 Spring Center South Blvd.
Altamonte Springs, Florida
sTi o J • 9_v ,
b
T}
i
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
February 6, 1998
Mr. Richard Jeppesen
Jeppesen Family Trust
1948 Alaqua Drive
Longwood, Florida 32779
Subject: Mezzanine Framing at Vision Quest
34 Keyes Court
Sanford, FL
Lave Project No. 40290-&1176.Revision 1
Dear Mr. Jeppesen:
As requested and authorized, we have completed our evaluation of the structural integrity of the
Proposed mezzanine framing at the subject site. We have reviewed the structural information provided
to us by Mr. Richard Jeppesen and visited the construction site on January 23, 1998 to verify
construction. We are submitting a revision of the requested drawing, which details the requirements for
construction of the mezzanine. This revised drawing reflects changes in notes related to the attachment
of the trusses to the top plate of the wall framing, and attachment of the wall framing to the floor slab.
We appreciate the opportunity to provide these services. Please call me if any clarifications are needed.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
Frank Griffo, P.E.
Senior Structural Engineer
Attachments: Drawing
J. Martin Davis
Chief Engineer
Registered, Florida 31219
by _/Q with permission
605 E ROBINSON STREET, SUITE 230 • ORLANDO, FL 32601
407) 246-0066 9 FAX (407) 246-1566
3/4" T&G PLYWOOD DECKING
1 PREENGINEERED 18" OPEN WE
TRUSSES AT 12" 0\C
NOTES:I
1. MAX. MEZZANINE UNIFORM
LIVE LOAD = 40 PSF.
2. PLYWOOD DECK SHALL BE
RATED FOR SPAN AND LOAD.
3. USE. 3/8"x3-3/4" DIAMETER EXPANSION
ANCHORS. HILTI KWIK BOLT OR
EOUIVALENT, AT 24" O.C. TO FASTEN +1
BOTTOM PLATE INTO CONCRETE o
SLAB. t
4. NUMBER 2 STUDS ALLOWABLE FOR 00
LIGHT STRUCTURAL FRAMING.
5. FOLLOW FASTENING SCHEDULE
PROS IDED.
5. PREENGINEERED 18" OPEN WEB
TRUSSES AT 12" O.C. PER
SUBMITTAL FROM SOUTHERN
TRUSS DATED JAN. 16, 1998.
1
6. TEMPORARY AND PERMANENT
BRACING OF TRUSSES SHALL BE x
INSTALLED.
I SECTION A
LoNc t—wa1NL Lxq 4T 70P ;06,.E aFTUM,
adT14 rt"s
INSULATION
DBL. 2"x 4" TOP PLATE, ATTACHED WITH
UPLIFT TWIST STRAPS, HUGHES HMTS 20,
SIMPSON MTS 20 OR EOUIVALENT
INSULATION
2x4 STUDS 16" 0\C (SEE NOTE 4)
1\2" DRYWALL EACH SIDE
OTTOM PLATE (SEE NOTE 3)
XISTING 5" CONCRETE SLAB
L
I
Prepared/Dote: SAS 1 /27/98
Checked/Date: 1 /27/98
I Fllenome: CAD Station C:\R13\users\coulile\docs\robstric.dwg
34 KEYES COURT MEZZANINE FRAMING
LAW '
ENGINEERING AND ENVIRONMENTAL
SERVICES, INC. Project 40290-8-1176 SANFOR D,
FLORIDA Phase XX Task 601 Figure 1 1• 1
JAN •16' 98 (FRI ) 09. 21) SOUTHERN BLDG PRODS. TEL 551 842 5679 P. 001
u VbkI-KI) U'i:ly SOUTHERN TRUSS ORLANDO TEL 407 330 11-56 P. 001
a==««4erslor, / 2»»=a= ====a( 014620 )===a===.sa==«^<SV J ',,,^„(',D T.-•'V-' ii>ii==-
10 10 29 19 1998zCustomerJEPPESEN
Project #: EYE -CENT Truss ID F3
ri JaiQuant'_y 44r
Span 23-7 a=grit-- o
TC? :HORC BOTTOM CHCRO WEBS REACTIONS - SIZE
1-2-144 14-15. 2261 3-1--2552 8-16--133 1-1342 3.50
2-3 0 15-16 5039 3-20. 1901 9-15-172 14-1342 3.50
3-e-3935 16-17 5566 c-20--282 10-16. 654
4-3-3935 17-18= $665 5-20-1251 10-15=-1261
5-5=-5515 12-196 5666 =-19= 635 i1-15=-282
5-7=-6615 19-2C 5039 5-i9-172 12-1c= i9Ci
7-d-5566 20-11- 2251 7.19-133 12-14-2562
e-y-SSi5 '7-18= 5
9-i-5615 7-17 0
11=-3935 8-17. 5
1?-'2-3936
12-13 0
Top crore splIC9319-10 3X5 '-".P.
9c t arc scllces:19-2O 3X6 F.';'10X5 S.P.
Per,': OFFSETS (x LEM:[J15 41,L2C=51. STANDARD PANEL 30 Inches
ODD WEBS I 7 - 19 = 6 Inches OPENING M 1 I5 16 Inohas
a - 16 = 6 Inches
4X8 393 3K3 1. 593 1.593
4lt8
1.583
1, 5X3
w
115K3
R 1657 9 3889 318 11 18 13
1.5X3
1I5N3
4
1 as lyLV .. r1.v
4K9
4K6 3X5 1.5X3 4K6
4.49 1.593 395
LEFT BEAAING;3,5 HEIGHT:18 SPAN;23-7- RIGHT BEAAING;3_5
crosZ Sa s=====_==--MINIMUM GRADE O LUMBER.
DI\G (?cF) MAX SE •
G5 TO. CriORD 4X2 \o Zi ,P
D
1 tC 'T 1 8-EaQ°799 HOT C:?ORD 41Xa -21 YI aP
WEBS 4 X 2 v. 3 )? i s
ri-.`m
iGG
5 1J=.@11=0.674 L/360
1 00 -,.A - = 1.00-
NO- 6F MEMBERS = I
S'sRESSES USED
ATES ARE M:T:.X-M20 POLD:NG-2t9,2C0 MkA.ITACTU'REO FROM ASiM A 4 6a;RD A GALVANIZED STE'L(E%CEPT
N' SY M: ALLY(EX..e i AS SHNN)OM"'IN CCNFv^RM5 '
TNST LED ON C c CF . , k .TR'C -^
LaT MUST BE _ Ea %a._ ( A 5 R aTHISMNISFCRTRVMFABRICATIONONLY.FCR ?_AoA,NENT L T=Ma•'AARY oRACING WHICH i5 ALW Y C
CCNT;N'CUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCE:D 10' O.C. uSI,VG 2X5 STRCNG
5
A,vD REST;iAIN=v AT EACH ENO.
S53C-TPI 95
T OR ENGINEER
S 'W/ 3 10c SA'
TABLE R-26(a) CABO TABLE R-402.3(a)
FASITNE.R SCA II:DULL FOR S7'l1RCl'URAI. MI?MBERS
Description of Building Materials Number and'11 41v of Fastener' Spacing of Fasteners
Joist to sill or girder, toe nail 3-8d
1" x 6" subiloor or less it) each joist, lace
nail
2-8d or 2 staples, 1 3/-" I..............................
Wider than 1" x 6" subiloor to each joist,
face nail
3-8d or d staples, 1 3/4"
2" Subtloor to joist or girder, blind and face
nail
2-16d
Sole plate to joist or blocking, lace nail 16d 16" o.c.
Top or sole plate to stud, end nail 2-16d
Stud to sole plane, toe nail 3-8d or 2-fed
Double studs, lace nail Ienl 24" o.c.
Double top pl;ucs. lace nail IIKI 24" o.c.
Top plates, laps and intersections, lace nail 2-100 I...................
Continued header, two pieces 16d 16" o.c. alum_ each edge
Ceiling joist to plate, toe: nail 3-8d
Continuous header o stud, toe nail 4-8d
Ceiling joist, laps over partitions, lace nail 3-1Ott I................
Ceiling joist to parallel rafters, lace nail 3-lOki
Ratter to plate, toe nail 2-loci I................
1" brace to each stud and plate, lace nail 2-8d or 2 staples 1 3/a"
1" x 6" sheathing to each hearing, face nail 244ci or 2 staples 1 3/4"
1" x 8" shcathing to each Naring, lace nail 2-8d or 3 staples 1 3/4"
Wider than 1" x 8" sheathing to cash
hearing, lace nail
3-8d or 4 staples 1 3/4"
Built-up corner studs loci 24" o.c.
Built-up girder heams 160
32" o.c. at top and
holtom and stag Bred two 20d
at ends and at each splice
2" planks 2-1lKi At each hearing
Roof rafters to ridge, valley or hip ratters:
toenail
facenail
4-10d
3-10d
Rafter tics to ratters, Bice nail 3-8d
Continued)
TABLE R-26(a)(CONTINUED) CABO TABLE R-402.3(a)(CONTINUED)
FASTENER SCHEDULE FOR STRUCTURAL. MEMBERS(CONTINUED)
Description or Building Description or Fastener 235
Spacing of Fasteners
Materials Edges Intermediate Supports
Plywood and Particleboard, roof and wall sheathing to frame
5/16" - 12" 6d or staple 16 ga. 6" 12"
19/32" - 3/4" 8d smooth or 6d deformed 6" 12"
7/8" - 1 " 8d 6" 12"
l 1/8" - 1 1/4" 10d smooth or 8d deformed 6" 12"
Other wall sheathing?
1 12" galvanized roofing
12" fiberboard sheathing" nail 3" 6"
W common nail or
staple 16 ga., 1 1/8" long
1 3/4" galvanized roofing
25/32" fiberboard nail 3" 6"
sheathing° 8d common nail or
staple 16 ga., 1 12" long
1 12" galvanized roofing
1/2" gypsum sheathing nail 4" 8"
6d common nail or
staple 16 ga., 1 12" long
Particleboard roof and
wall sheathing 5/16" - 12" 6d common nail 6" 12"
8d common nail or
518" -3/4" staple 16 ga., 1 12" long 6" 12"
Plywood and particleboard, combination sublloor-underlayment to framing
3/4" and less 6d deformed 6" 12"
7M" - 1" 8d deformed 6" 12"
1 ]/8" - ] I/4" l0d smooth or 8d deformed 6" 6"
All nails are smooth -common, box or deformed shanks except where otherwise stated.
Nail is a general description and may be T-head, modified round head or round head.
Staples are No. 16 gauge wire and have a minimum 7/16" O.D. crown width.
Nails shall be spaced at not more than 6 inches o.c. at all supports where spans arc 48 inches or greater.
Thc number of fasteners required for connections not included in this table shall be based on values set forth in Table R-
26(b).
Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
Gypsum sheathing shall conform to ASTM C 79 listed in Section S-26.402. Fiberboard sheathing shall conform to AHA
194.1, ASTM D2277, and ASTM C 208 listed in Section S-26.402. Other sheathing materials shall be approved by the
building official.
Fasteners R-26(a)
ItC11s)- 0.
of a Adirosto _/, _w
r
a _FLo ,-ow 2 T7 2-
E 3 `over Jr4 I o C l y
Qom_ ,et 9-32
T w ooy oV, -A-tcA.
i
cm4retEai,,.,_ ,._ w,_N —Y 4± w .h, TO r1y
A7_i ga
0-4
Toas Ga• 1 IsF-
r Af o
F IQbo e. SeAt 1 A'yt . U .
o •
I-eT.. R?¢1 o+K Y q, 19; 8 jeo w. O!
ot c Cbgm rfah T o
r .
Z •
1 W i « iJa of ,
r
1. wQ W_I JT+e.,vc t oR! T._AaT tic)_I-L
N
o_F 1r s l R.c A 1(iA RN .Nq. 1Jo S1_ o
wry 7.*4-& . xy Rarer Al l .t T ,
pp %PGFPPKoxr.Ml i!r Or'T_ o „ AeaCOA3 QrtlTt t, b1
F -ram Q« c. cE A
Nor 6Q WS7%.`rN
vs s a_vs . —.8 A sq •+ a tea+c /. . .
Aj-2 vsf7 v Q• v a J 14y D _ ct?rQ_O </_
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES. INC.
February 6, 1998
Mr. Richard Jeppesen
Jeppesen Family Trust
1948 Alaqua Drive
Longwood, Florida 32779
Subject: Mezzanine Framing at Vision Quest
34 Keyes Court
Sanford, FL
Lave Project No. 40290-8-1176.Revision 1
ra
Dear Mr. Jeppesen:
As requested and authorized, we have completed our evaluation of the structural integrity of the
proposed mezzanine framing at the subject site. We have reviewed the structural information provided
to us by Mr. Richard Jeppesen and visited the construction site on January 23, 1998 to verify
construction. We are submitting a revision of the requested drawing, which details the requirements for
construction of the mezzanine. This revised drawing reflects changes in notes related to the attachment
of the trusses to the top plate of the wall framing, and attachment of the wall framing to the floor slab.
We appreciate the opportunity to provide these services. Please call me if any clarifications are needed. .
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
lao-ta . A
Frank Griffo, P.E.
Senior Structural Engineer
Attachments: Drawing
J. Martin Davis
Chief Engineer
Registered, Florida 31219
by _with permission
I
605 E ROBINSON STREET, SUITE 230 • ORLANDO, FL.32i01.4:
407) 246.0066 9 FAX (407) 246.1566
3/4" T&G PLYWOOD DECKING
PREENGINEERED 18" OPEN WE
TRUSSES AT 12" 0\C
NOTES:
1. MAX. MEZZANINE UNIFORM
LIVE LOAD = 40 PSF.
2. PLYWOOD DECK SHALL BE
RATED FOR SPAN AND LOAD.
3. USE 3/8"x3-3/4" DIAMETER EXPANSION
ANCHORS. HILTI KWIK BOLT OR
EQUIVALENT. AT 24" O.C. TO FASTEN
BOTTOM PLATE INTO CONCRETE
SLAB.
4. NUMBER 2 STUDS ALLOWABLE FOR
LIGHT STRUCTURAL FRAMING.
5. FOLLOW FASTENING SCHEDULE
PROVIDED.
5. PREENGINEERED 18" OPEN WEB
TRUSSES AT 12" O.C. PER
SUBMITTAL FROM SOUTHERN
TRUSS DATED JAN. 16, 1998.
6. TEMPORARY AND PERMANENT
BRACING OF TRUSSES SHALL BE
INSTALLED.
34 KEYES COURT
SANFORD, FLORIDA
SECTION A
LanorroblNt. zxq JrT Zoe 06 oFTRI
3o'IH iNAS
INSULATION
DBL. 2"x 4" TOP PLATE, ATTACHED WITH
UPLIFT TWIST STRAPS, HUGHES HMTS 20,
SIMPSON MTS 20 OR EQUIVALENT
INSULATION
2x4 STUDS 16" 0\C (SEE NOTE 4)
1\2" DRYWALL EACH SIDE
rTOM PLATE (SEE NOTE 3)
STING 5" CONCRETE SLAB
r rvrvrv vvra. JMJ I L/98
Checked/Dote: - 1/27/98
FlIsnoms: CAD Stollon C:\R13\users\coulile\docs\robstrlc.dw
ZkLAWENGINEERING AND ENVIRONMENTAL
SERVICES, INC.
MEZZANINE FRAMING
Project 40290-8-1176
Phose XX Tosk 601 Figure 1
TABLE R-26(a) CABO TABLE R-4023(a)
FASTENER SCIIIDULLFOR STURMURAL MEN 131'. Its
Description or Building Materials, Number and 'I 9x1 of Fastener Spacing of Fasicncrs
Joist to sill or 0-irder, toe nail 3 48d
I" x 6" subIloor or less it) each joist. f0ce
nail
2-80 or 2suipIcs. 1 3/4" I .................... I ........ I .............
Wider than I" x 6" subIloor it) each joist,
face 11,10
3.8d or .4 staples, 1 3/4"
2" Subilour to joist or girder, blind and Ilicc
nail
2-10d
Sole plate to joist or blocking, I'lace nail 16d 16" u.c.
Top or sole plate it) stud, cild nail 2-100
Stud to sole pkiie, toe 11.111 3.60 or 2-100
Double studs, face nail 160 24" o.c.
Double top plates. ['.'[cc li:liI I Od 24" o.c.
Top plates, laps and intersections. face wiii 2- 100
Cuminued header, two pieces 100 10" o.c. alonu, each edge
Cciling joist it) plate, loe 11.1il 3-80 I ................ I ...... ...................
Continuous header to stud, me nail 4-Nd
Ceiling joist, kips over partitions, nail 3- 100 I... ..................
Ceiling joist to parallel rafters, face nail 3- 100 I.............
Rader it) plaic, me nail 2- 100 I ...... 11 ................
I" brace to each mud and plate, (.-icc nail 2.Nd or 2 staple I
I" x 6" sheathing to each hearim,. f0ce nail 2.80 or 2 staples 1 3/4" I ........... I ...............
I" x 8" sheathing to each hearim, lacc nail 2-8d or 3 staples 1 1/4" 11 ......... I .............
Wider than I" x 8" shcathin-, it) each
hearing, I'lact: n.61
1-8d or 4 staples 1 31.4"
Built-up corner stuffs 100 2-V o.c.
Buih-up girder Naas I Od
2" o.c. at top mid
bottom and sung-gued mo 200
at ends and at each splice
2" planks 2-10d I each bcirinu,
Roof rafters to ridge, valley or hip rafters:
toenail
facenail
4 - 100
3- l6d I
Rafter ties to rafters. fiice nail 3.8d
I
Colitillued)
TABLE R-26(a)(CONTINUED) CABO TABLE R-402.3(a)(CONTINUED)
FASTENER SCHEDULE FOR STRUCTURAL. MEMBERS(CONTINUED)
Spacing of Fasteners
Description of Building Description of Fastener ' 3 s-
7MaterialsEdges Intermediate Supports'
Plywood and Particleboard, roof and wall sheathing to frame
5/16" - 12" 6d or staple 16 ga. 6" 12"
19/32" - 3/4" 8d smooth or (xl deformed 6" 121,
7/8" - 1" 8d 6" 12"
1 1/8" - 1 1/4" l0d smooth or 8d deformed 6" 12"
Other wall sheathing
I I2" galvanized roofing
I2" fiberboard shcathing" nail 3" 6"
Od common nail or
staple 16 ga., 1 )/8" long
1 3/4" galvanized roofing
25/ 2" fiberboard nail 3" 6"
shcathing" 8d common nail or
staple 16 ga., 1 12" Icing
112" galvanized ro oling
1/2" gypsum sheathing nail 4" S"
6d common nail or
staple 16 ga., 1 12" long
11articIctxxtrd roof and
wall sheathing 5/16" - 12" 6d common nail 6" 2"
8d common nail or
5/8" -3/4" staple 16 ga., 1 12" long 6" 12"
Plywood and particlehourd, combination suhnoor-underlayment to framing
3/4" and less 6d deformed 6" 12"
7/8" - 1" bd deformed 6" 12"
1 1/8" - 1 1/4" lOd smooth or 8d deformed 6" 6"
All nails are smooth -common, box or deformed shanks except where otherwise stated.
Nail is a general description and may be T-head, modified round head or round head.
Staples are No. 16 gauge wire and have a minimum 7/16" O.O. crown width.
Nails shall be spaced at not more than 6 inches o.c. at all supports where spans are 48 inches or greater.
Ihe number of fasteners required for connections not included in this table shall be based on values set forth in Table R-
26(b).
Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
Gypsum sheathing shall conform to ASTM C 79 listed in Section S-26.402. fiberboard shcathing shall conform to U IA
194.1. ASTI\i U2277, and ASTTi C 208 listed in Section S-26.402. Other sheathing materials shall be approved by the
building official.
Fasteners R-26(a)
JAN '-n16'99(FRI) QC)20 SOUTHERN BLDG. PRODS.
V"'• -10 ydtrtci U'i:Ib SOUTPERN TRUSS ORLANDO
TEL-561 $42 5675 P 001
TEL,407 330 I7S6 P. 001
r spas=a=o=a 014620
15 10:29119 1998CustomerJEPPESEN
Project #: EYE -CENT Truss ID F3
Fri. Jan
Quant ty 44zt- 1
Span 23-7 ei 0
cacao=vac=aacaa=aa====3s=:aaca=-coaaao=v=aaso==a=a=eaa:oocoaaaccacvaacxceavaavac
TC? CHORC BOTTOM CHORD WEBS REACTIONS - SIZE
1-2•-144 14-15. 2261 3-1--2552 8-16-133 1-1342 3.E0
2-3 3 15-16. 5039 3-20. 1901 9-15-172 14•-1342 3.50
3-a•-3935 16-17. 5566 4-20--222 10-160 654
4-5-3935 17-18= 5665 5-20•-1251 1D-15-1251
6-5=-5515 12-19 5666 :-190 655 ii-1-282
5-7=-5:15 19-20. 5039 5-i9-172 12-1:= 1901
8-3555 20-1 2251 7-19•-133 12-14-2502
9-551= 7-18= 5
9-i-5615 7-17 O
1C-11=-3935 2-17. 5
11-:2•-3935
12-I: 0
i3-'•-144
Top crord spl'.cesi9-10.3X5 '-'.P.
9c:: ci zr: s:licss:19-20.30 F.?.'.+/ZX5 S.P.
PLA-S OFFSETS (X-LEFT):(,115.4j,(J020=5J, STANDARD PANEL 38 Inohas
ODD WEBS ; 7 - 19 = 6 Inches OPENING N 1 IS 16 inches
B - 16 = 6 Inohes
4X8
1 _5 X3
i.593
393
1 i5X3 q
3K3 1.593
1.5X3 383
6 9 8 9
1.5X3
3X3
18 11
1.5K3
4X8
12 13
1.5X3
4
1 80 19LE5 i rLID
4X9
4X6 3X5 1,5X3 4X6
4X9 1.593 3X5
LEFT BEAAING:3.5 HEIGHT:iS SPAN:23-7 RIGHT-BEAAING:3_5
ccaaaaco=o==c=acoca=caccaaaaccva^=cysa=scvaacaaMTNT?/:lN GRADE 0..'' DUMB.-'.Raa
v
75F MAX GTR SS.. : 4X2 g SPDING
r, rC:_ 5-E G 50' TOr Cri RD `0.2.• 1
1 5- -0 . 05 SOT-C:?OAD 4X2 IM-21 MELD_ -
J'U ( ? DC.' i`l.-'.+_ _--4X4=N_-'al
B= A C I N G : 1 2 0 in. 'v • .. .
r.TJy -) = 1 0 0 7 AT E a 1 . 0 0 S- "-
ME - JO. O? i E ERS 3 ,
n c C^ M ti' ACTURED FROM ASTM A 446 GRD A GALVANIZED ST:=L(EXCEPT ASATESAREM.T X-M20 HOLDI,VG-2 9,2 A UF. J:1. rCS, SSBO-TPI 75
PLaTcS 4L'Si .E IVSTA_LEO CN "ACC FACE CF :C:tiT,SYkNEiRiCALLY(EXCE?T AS SHOwN)OESIG4 CC,4FOR!+S i('- '=CT Cn ENGIN=°R
T :S ONLY., R ?_.;rA.(:tiT 8 TEMPORARY 3RACI tiG(WHIC;1 iS.A.LWAYS R-" ti
3 lOc NA: SG,4 'S FCR TRUSS FA9RICAi::N _
e- r ;xCE:D 10' O.C. USI,VG 2X5 STRONG 5' 'JS 'rl/
iCVIC; CC;NT:N'JCUS HORIZONTAL 33IDGING A SPACINGS NOT TO
S No, 1 7456
A,S^. RESTRAINED AT EACH ENO. Tfl
U2 %09/1993 17:01 407-333-0407 JEPPESEN PAGE 01
2-9-98
City of Sanford
Building Department
P.O. Box 1988
Sanford, F132772
Re: 34 Keyes Ct.
Building
Gentleman:
As purchaser of the above property and pursuant to your request regarding the trussarea, we hereby understand that although the floor is engineer rated by Law EngineeringandEvironmentalServices, design dated January 27, 1998 for 40thisdoesnotmeetthebuildingcodeparametersforwarehouses pounds per square foot,
hereby certify that no warehouse storage will be done in that are -including person.
we
Since .--•
P onnel.
r~
Richard Jeppesen
Jeppesen Family Trust, buyer
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES. INC.
February 6, 1998
Mr. Richard Jeppesen
Jeppesen Family Trust
1948 Alaqua Drive
Longwood, Florida 32779
Subject: Mezzanine Framing at Vision Quest
34 Keyes Court
Sanford, FL
Law Project No. 40290-8-1176.Revision 1
Dear Mr. Jeppesen:
As requested and authorized, we have completed our evaluation of the structural integrity of the
proposed mezzanine framing at the subject site. We have reviewed the structural information provided
to us by Mr. Richard Jeppesen and visited the construction site on January 23, 1998 to verify
construction. We are submitting a revision of the requested drawing, which details the requirements for
construction of the mezzanine. This revised drawing reflects changes in notes related to the attachment
of the trusses to the top plate of the wall framing, and attachment of the wall framing to the floor slab.
We appreciate the opportunity to provide these services. Please call me if any clarifications are needed.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
Frank Griffo, P.E.
Senior Structural Engineer
Attachments: Drawing
1 1
V
I
J. Martin Davis
Chief Engineer
Registered, Florida 31219
by _..&If— with permission
l,
10.
605 E ROBINSON STREET, SUITE 230 - ORLANDO, FL.32j.0.1 .-,
407) 246.0066 • FAX (407) 246.1566
3/4" T&G PLYWOOD DECKING
PREENGINEERED 18" OPEN
TRUSSES AT 12" 0\C
NOTES:
1. MAX. MEZZANINE UNIFORM
LIVE LOAD = 40 PSF.
2. PLYWOOD DECK SHALL BE
RATED FOR SPAN AND LOAD.
3. USE 3/8"x3-3/4" DIAMETER EXPANSION
ANCHORS, HILTI KWIK BOLT OR
EQUIVALENT. AT 24" O.C. TO FASTEN
BOTTOM PLATE INTO CONCRETE
SLAB.
4. NUMBER 2 STUDS ALLOWABLE FOR
LIGHT STRUCTURAL FRAMING.
5. FOLLOW FASTENING SCHEDULE
PROVIDED.
5. PREENGINEERED 18" OPEN WEB
TRUSSES AT 12" O.C. PER
SUBMITTAL FROM SOUTHERN
TRUSS DATED JAN. 16, 1998.
6. TEMPORARY AND PERMANENT
BRACING OF TRUSSES SHALL BE
INSTALLED.
of
34' KEYES COURT
f
1
r
O
I
00
SECTION A
LoaaRVQ04L AXq XT Too is06 oFTWJaS,
eoiH iNAS
INSULATION
DBL. 2"x 4" TOP PLATE, ATTACHED WITH
UPLIFT TWIST STRAPS, HUGHES HMTS 20,
SIMPSON MTS 20 OR EQUIVALENT
INSULATION
2x4 STUDS 16" 0\C (SEE NOTE 4)
1\2" DRYWALL EACH SIDE
OTTOM PLATE (SEE NOTE 3)
XISTING 5" CONCRETE SLAB
SAS 1/27/98
Checked/Dote: 1 /27/98
Fllenome: CAD Statlon C:\R13\users\caultle\docs\robstrlc.dwg
LAW
ENGINEERING AND ENVIRONMENTAL
SERVICES, INC.
MEZZANINE FRAMING
Project 40290-8-1176
Phase XX Task 601 Figure 1SANFORD, FLORIDA
TABLE R-26(a) CABO TABLE R-402.3(a)
FASTENER SCHF.DUI.E. FOR STURMURAL MEMBERS
Description or Building Materials Numbu and '1)7,Y- or Fastener Spacing of Imicncrs
Joist to sill or girder, toe nail 3-Nd I ........... I ...............
I" x 6" subIloor or less it) each joist. I'. -ice
nail
2-8d or 2staples. 1 3/4"
Wider than I" x 0" subiloor it) etch juist,
face nail
3-8d or 4 staples, 1 3/4"
2" Subtluor to joist or girder, Mild and face
nail
2-10d
Sole plate to joist ur blocking, 1"-icc wiiI 10d 10" U..c.
Top or sole plate it) stud, eml nail 2-100 - - I ................
Stud it) sole plate, ioc mifl 3-Nd or 2.100 I ........ ..........................................
I)OL1111C MULIS. 1`11W nail I bd 24" o.c.
I)oublc top plates. I*-.1cc 11.1il 100 24" o.c.
Top plates, kips and intersections. f0ce nail 2- 1 Od I... ............................ - .............
Cunlinucd header, two pieces I Od to** ox. *aloiw, each edue
Cciling joist to plate, Ioc 11:61 3-80
Cuminuum header it) stud, toe nail 1-NCI I ....................... I ...................
Ceiling joist, kips over partitions, face nail 3. 1 Ott I ............................... I ..................
Ceiling joist to parallel mhcrs, I`.ice 11.61 3. 1 Od I ............................... I .................
101tur it) plate. toc nail 2- 1 Od
I" brace to cach stud and plate, I. -ice nail 2-80 or 2 staples 1 1!4" I... .................. I ............. I .............
I" x 6" shcathint, to each bearin'. 1'.,ice nail 2-8d or 2 staples 1 3/4" I... ..............
I" x 8" sheathing to each bearing, I;icc nail 2.80 or 3 staples 1 3/4" I ..................................... I .............
Wider than I" x N" sheathing to each
bearing, face nail
3-Nd or 4 staple: 1 3,14- I ............................................
1
Mlill-Up corner stud, I Od 24" o.c.
girder Nmii.s I Od
Q- o.c. al top aild
t)(mom and staggered two 20d
at V11LIS and at each splice
2" planks 2-16d At each bcarim,.
Roof rafters to ridge, vallcy or flip rafters:
Iuc11:61
facenail
1- 1 Od
3. IOU
I .............. I ..................... I ..........
Rafter tics to rafters, fitict: nail 3-80 I ..........................
Continued)
w
TABLE R-26(a)(CONTINUED) CABO TABLE R-402.3(a)(CONTINUED)
FASTENER SCHEDULE FOR STRUCTURAL. MEMBERS(CONTINUED)
Spacing of Fasteners
Description of Building Description of Fastener 233_
TMaterialsEdges Intermediate Supports'
Ply -wood and Particleboard, roof and wall sheathing to frame
5/16" - 12" 6d or staple 16 ga. 6" 12"
l9f..32" - 3/4" 8d smooth or 6d deformed 6" 12"
7/8" - 1 " 8d 6" 12"
1 1/8" - 1 1/4" 10d smooth or 8d dcformcd 6" 12"
Other wall sheathing'
1 I2•' galvanized roofing
12" fiberboard shcathing" nail 3" 6"
x1 common nail or
staple 16 ga., 1 1/8" long
1 3/4" galvanized roofing
25/ 2" fiberboard nail 3„ R'
shcathing" 8d common nail or
staple 16 ga., 1 12" long
1 12•' galvanized ramling
12•' gypsum sheathing nail 4" 8"
6d common nail or
staple )6 ga., 1 1/2" Ions
Particleboard roof and
wall shcathing 5/16" - I2" 6d common nail 6" 12"
8d common nail or
5/8" -3/4" staple 16 ga., 1 12" long 6" 12"
Plywood and particleboard, combination subnoor-underlayment to framing
3/4" and less 6d deformed 6" 12•'
7/8" - 1" 8d deformed 6" 12"
1 1/8" - 1 1/4" 10d smooth or 8d deformed 6" 6"
All nails are smooth -common. box or deformed shanks except where otherwise stated.
Nail is a general description and may be T-head, modified round head or round head.
Staples are No. 16 gauge wire and have a minimum 7/16" O.D. crown width.
Nails shall be spaced at not more than 6 inches o.c. at all supports where spans arc 48 inches orfgreater.
The number of fasteners required for connections not included in this table shall be based on values set forth in Table R-
26(b).
Four -foot by 8-foot or 4-foot by 9-fax panels shall be applied verticalh.
Gypsum sheathing shall conform to ASTM C 79 listed in Section S-26.402. fiberboard shcathing shall conform to AI IA
194.1, ASTM D.1277, and ASTNI C 20S listed in Section S-26.402. Other shcathing materials shall be approved by the
buildinc official.
Fasteners R-26(a)
w
JAN. -*16' 98 (FRI ) 09 - 20 SOUTHERN BLDG. PRODS. TEL: 561 842 5678 P. 001
V-14- -10 ynlrKi) Uv:Ili SOUTHERN TRUSS ORLANDO TEL:407 330 1256 P.001
a««Version 7 . 2»»=a=aac;===a [ 014620 16 10:29:19 1998
Customer : JEPPESEN
ID F3
Fri Jan
446Project #: EYE -CENT Truss uantity
eightSpan23-7
ca=acaaacsaz=aaaae=oaasa=a=oacac==Dar-aaemaasa=Boa=aaesaoacaeaa=osasasasceeaasaaa
TOP CHORD 90TTOM CHORD WEBS REACTIONS - SIZE
1-2--144 14-15 2261 3-1--2552 8.16--133 1-1342 3.50
2-3. 0 15-16. 6039 3-20. 1901 9-16--172 140-1342 3.50
3-4--3936 16-17. 5666 4-20--282 10-16. 654
4-So-3936 17-18= 5665 5-20-1251 10-15--1251
6-6--5615 18-19. $666 5-19= 655 11-155-282
5-7=-6615 19-20. 5039 6-19--172 12-15. 1901
7-8--5666 20-1. 2251 7-19--133 12-14-4552
C-9--5515 7-18= 5
9-10 5615 7-17. 0
10-11=4936 8-17. 5
11-120-3936
12-13. 0
13-14--144
Top crord spllcesl9-10.3X5 F.P.
Bc .. chorl spllcess19-20.30 F.P.W/2X6 S.P.
PLATE OFFSETS (X-LEFT):[J15.4),1s2O.51-' STANDARD PANEL 30 Inches
ODD WEBS I 7 - 19 = 6 Inches OPENING M 1 IS 16 Inches
8 - 16 = 6 Inches
1.
4KB 3383 593 1.5K3 1,5K3
1 5K3 _ 1:5K3
3
1IL 9 3a 9 310 498
It 12 13
1I5H3
4
1 88 i711,0 r ro
4l 9
4K6 3K5 1,5X3 4K6
4X9 1.593 3K5
I-11-9-8
LEFT BEAAING:3,5 HEIGHT:19 SPAM:23-? RIGHT BEAAING:3.5
caaaa=•=o=.a.=aaaassaasaaa==c==a=
MINIMUM GRADE OF LUMBER
LC DING (PSF) MAX STRESSES TOP CHORD:4X2 No.ZD 19 SP
T^= 100 10 BOTT 18-692060799 HOT CHORD:4X2 M-Z1 MEL SP
0
0 pr,FL.@17=0.674 L/360 WEBS :4X2 No.3 19 SP -
aCTT - 7a=-
aaooa=saes=caac-e=---o===- SPAC?NG 12.0 :1. O. C.
3T.INC.: LUMB = 1.00 PLATE - 1.00
NO. OF MEMBERS 1
REPETITIVE STRESSES USED
PLATES ARE MITEK-M20 HOLDING-249,200 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STET-V EXCEPTFATESMUSTBEINSTALLEDCN °ACH FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESiGN CONFORMS '14TH:S OSGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT & TEMPORARY BRACING(WHICH IS ALWAYS RE
PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT SPACINGS NOT TO EXCEED 10' O.C. USING 2X6 STRONG
S
AND RESTRAINED AT EACH ENO.
SSBC-TPI 95
T OR ENGINEER
W/ 3 10d NAIL
w
59/1998 17: H1 407-333-0407 JEPPE c EFJ PAGE 01
2-9-98
City of Sanford
Building Department
P.O. Box 1988
Sanford, Fl 327772
Re: 34 Keyes Ct,
Building
Gentleman:
As purchaser of the above property and pursuant to your request regarding the truss oorarea, we hereby understand that although the floor is engineer rated by Law Engineerin gandEvironmentalServices, design dated January 27, 1998, for 40 pounds per square •
g
this does not meet the building code parameters for warehouse storage.
p q e foot,
hereby certify that no warehouse storage will be done in that area including persrefonnel, n
we
p onnel,
Richard Jeppesen
Jeppesen Family Trust, buyer
KEYES-RSSET.MGT....' TEL:407-869-8435 Feb 11,98 12:34 No.001 P.01
LAKE MARYBELTWAY COMMERCE PARK
1175 Spring Centre South Boulevard
Altamonte Springs, FL 32714
407-869-8056 few 407-869-843S
February 11, 1998
Vla f= N. 330LS677
City of Sanford
Building Department
Anontion: Dan
P. O. Box 1778
Sanford, FL 32772
Re: 34 Keyes Court, Sanford, Florida
Permit N: 98-932
Dear Dan:
Yesterday J presented to you some modifications regarding a deck area for the above building.
Please be advised that the purchaser of the building has decided not to use the trusses and,
therefore, there are no modifications necessary to the permit.
Thank you for your patience and cooperation in this matter.
Very truly yours,
John A Mu eld
Executi Vice President
J
JAAd - -- -- — - - --
S ofaO w a nt
parcel 12-20-30-510-0000-0030 CURRENT 98 05-DEC-97
REAL ESTATE MASTER RECORD
provided by
H.W. "BILL" SUBE:R, CFA, ASA
Seminole County Property Appraiser
Page 1
name SMITH FRED S jval land 55,206
adds C/O KEYES ASSET MGMT INC agrc
add2 1175 SPRING CENTRE SOUTH BLVD extra feat
csz ALTAMONTE SPRINGS, FL 32714 19 bldg
pad.KEYES CT total just value 55, 206
SANFORD, FL 32771 tax due 1,2S6.29
td dor mkt demo flg nbad act own% ;--pre/late--• <--exemptions--: exmp-amt ei.
S1 40 71 00 1.00 X / -
VAC INDUSTRIAL GE-.NER
LI 2: 6674 SQ FT
land appr 03 02/16/95
bldg appr 00 01/01/00
change SYB 12/26/96
LEGAL LEG LOT 3 (LESS RD) KEYES SEMINOLE.INDUSTRIAL PK REPLAT
PB 33 PG 40
1998 1998 1998
Amendment-10 1997 Re Appraised Additions Total
LandValue55,206 55,206 55, 206 Extra
Features Buildings
Value Income
Value Total
Just Value 55,206 55,206 0 55 206 0 Correct
Assd/Admin V Classified
Valve Amend
10 Adjustment Total
Assessed Value 55,206 55,206 0 55 206 0 CPI
3.001 Amend10CapSALES -------------------------------------------.
Sale
Deed Sale Records Tappe
Type CT
CERTIFICATE OF TITLE Date
Book. Page Sale Amt Vac/Imp U
96/03 03049 0568 100 V SU
WD WARRANTY DEED 87/05 01871 1202 100 V LAND -------------------------------------------->
Code
Area Depth dt Land Rt AG Rt Value %AdJ' ovd Notes AS
32415 1.7 55,106 61 AL
1 100 1 Tot
Just Val: S5,206 Tot Class Val: S5,206 L ----
EXTRA FEATURES Code
Desc Area Repl-Cost Ovd Blt/Eff/New Appr-ValBlc Tot
RCN: Tot DEP RCN:
Whdie Building Performance Method for. Commercial Buildings Form 40OA-94
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1
PROJECT NAME_KEYES/JEPPERSON FOUNDATION_
ADDRESS: 34 KEYES CT.
Sanford, Florida
OWNER: _JEPPERSON FOUNDATION
AGENT:
PERMITTING OFFICE:
Sanford, Florida
CLIMATE ZONE: 5
PERMIT NO: naw-
JURISDICTION NO:-6 00
BUILDING TYPE: Business (Office)
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _2470
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: _ 6
NUMBER OF ZONES: 1
COMPLIANCE CALCULATION:
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING 99.74 100.00 PASSES
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING 120.00 800.00 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 10.60 9.90 PASSES
IPLV 11.50 11.00 PASSES
HEATING EQUIPMENT
1. Et 20.00
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. Unconditioned Space 6.00 4.20 PASSES
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are inWl'?
acC,,
thn the
Florida Energyd
PREPARED BY:
DATE:pTS
I hereby certii5
in compliance wi
Efficiency Co e.
OWNER/AGENT: T
DATE:
at this building
sae Florida("l pe'r
I hereby certif(*) that the
Energy Efficiency Code.
SYSTEM DESIGNER
ARCHITECT
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.9 8, F ri a.$ atutes.
BUILDING OFF1 IAL =j'
DATE: J(&
system design is in compliance with the Florida
REGISTRATION/STATE
BUILDING INFORMATION COMPLIANCE
CHECK
401:-------GLAZING--ZONE 1------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)°
West Commercial 1.31 .01 .01 Continuous Ove 1320
West Commercial 1.31 .01 .01 Continuous Ove 610
West Commercial 1.31 .01 ' .01 Continuous Ove 960
South Commercial 1.31 .01 .61 Continuous Ove 800
North Commercial 1.31 .01 .01 Continuous Ove 800
Total Glass Area in Zone 1 = 4480
Total Glass Area = 4480
402------- WALLS --ZONE 1 ------------------------------------------------
Elevation Type U Added R Gross(Sgft)°
West Hvywt. Concrete Wall + 8" Concre 0.115 8.0 5200
East Frame Wall + 3" InS. 0.081 8.0 5200
North Hvywt. Concrete Wall + 8" Concre 0.115 8.0 304°
South Hvywt. Concrete Wall + 8" Concre 0.115 8.0 304°
Total Wall Area in Zone 1 = 16480
Total Gross Wall Area = 16480
403------- DOORS --ZONE 1------------------------------------------------ 0---
Elevation Type U Area(Sgft)°
West 1-3/4 Wood Door -Solid core flush 0.40 18°
Total Door Area in Zone 1 = 18°
Total Door Area = 180
404------- ROOFS --ZONE 1 ------------------------------------------------
Type Color U Added R Area(Sgft)°
Steel Sheet with 1" Insulation White 0.213 11 2470°
Total Roof Area in Zone 1 = 2470°
Total Roof Area = 24700
405------- FLOORS -ZONE 1 ------------------------------------------------
Type R Area(Sgft)°
Slab on Grade/Uninsulated 0 24709
Total.Floor Area in Zone 1 = 2470°
Total Floor Area = 24700
406------- INFILTRATION -------------------------------------------------- 0---
CHECK°
Infiltration Criteria in 406.1.ABC.1 have been met. ° 0
407------- COOLING SYSTEMS ----------------------------------------------- 0---
Type No Efficiency IPLV Tons°
1. Air Cooled 1 10.6 11.5 0.000
408------- HEATING SYSTEMS ----------------------------------------------- 0---
Type No Efficiency BTU/hr°'
1. Electric Resistance 1 20 682800
409------- VENTILATION --------------------------------------------------- 0---
CHECK°
Ventilation Criteria in 409.1.ABC.1 have been met. ° 0
410.-----AIR DISTRIBUTION SYSTEM ---------------------------------------- 0---
AHU Type Duct Location R-value*
1. Constant Volume Unconditioned Space 60
411------ PUMPS AND PIPING -ZONE 1---------------------------------------0---
Type • R-value/in Diameter Thickness°
412.-----WATER HEATING SYSTEMS -ZONE 1----------------------------------0---
Type Efficiency StandbyLoss InputRate Gallons°
413------ ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0---
CHECK°
Metering criteria in 413.1.ABC.1 have been met. 0 0
Transformer criteria in 413.1.ABC.2 have been met. o 0
414------ MOTORS-- ---------------------- ----- ----- -----------------
0-----0---
Motor efficiencies in 414.1.ABC.1 have been met. o 0
415------ LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)°
Reading, T 1 On/Off 5 0 600 24700
Total Watts for Zone 1 = 6000
Total Area for Zone 1 = 24700
Total Watts = 6000
Total Area = 24700
CHECK°
Lighting criteria in 415.1.ABC have been met. 0 0
0-----0---
16. HVAC load sizing has been performed. (407.1.ABC.1) o 0
0-----0---
17. Duct sizing and design have been performed. (410.1.ABC.1.2) o 0
0-----0---
18. Testing and balancing will be performed. (410.1.ABC.4) o 0
0-----0---
19. Operation/maintenance manual will be provided to owner.(102.1)0 0
MECHANICAL: 7 ./ram 7 MECHANICAL:
PLUMBING :
ELECTRICAL:
LIGHTING :
Signature is required where Florida law requires design to be performed
by registered design.professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.