HomeMy WebLinkAbout18000 Stonebrook Dr 01-1470- Bldg 101- ELECTRICALPERMIT ADDRESSCL'j
CONTRACTOR _
WINTER PARK CONSTRUCTION
221 CIRCLE DR.
ADDRESS - MAITLAND, FL 32751
407)644-8923
Fglffrf u I ME
PROPERTY OWNER
AIMCO, INC
2180 W. HWY 434
ADDRESS LONGWOOD, FL 32779
407) 682-7227
ELECTRICAL CONTRACTOR Tr'i - C e c-
I')
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR R rX,
FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMJ* DATE
f/ 13 /0
PERMIT DESCRIPTION) 6i 6 cA j, qa
V
PERMIT VALUATION
SQUARE FOOTAGE_ J/A!
I
FEMA REC'D- &IJ
SLAB REC'd tJ3
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
MULTI -FAMILY APARTMENT BUILDING****
DATE
PERMIT # C/ - \ 1
ADDRESS
PROJECT j. Lt)J.S
CONTRACTOR
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering j
Public Works
Utilities
R A q /0 k
Conditions: (to be completed only if approval is conditional)
Olt ,
1111'_1 .. ....... .
19/2001 14:36 FAX 407 481 8447 HARTMAN & ASSOCIATES 1 002/002
PKINCIPA(S
6 Aid C., 11wiman, P.L. DEE
ltarolcl F. Sch-ld1jr. RE, 011'13
Jam" E. rAwrim-pher. P.E.
Owl" W. 012ke. P6
Mark A Jkynn1nf,P.F.,MRAMarkItA*C. P. M.
Wd1ka,uMM,M*e(.PE.
SANIOR XSSOUATFS
zachoy Putter, Ps
Marco 11, Rocca, C. M.C.
J. Rk:t%,Ifd Voo,hrcs, P.R. Mit
Rkrkck K PE. Awmocr.
E. Jenkins. Ps M. HARTmAN &
ASSOCIATES, INC. engineers,
hydrogeologists, surveyors & management consultants Mr.
David Richards City
of Sanford 300
N. Park Avenue Sanford,
FL 32772 September
19, 2001 HAI #98-244.03 File
9.1 Subject:
Stonebrook Apartment$ Phase 2 Certificate
of Occupancy for Building #1 and Guardhouse Dear
Mr. Richards: ASSOCIATES
Dousin
r outtex", P.G. J.')
D. Fox, TT' Ja-
rs E. GcAdc., P.G. TTOy
E. IAYM, P.E. AAdrew
T wondcor k. FF, Daryl (;,
Waik, PE Gnm
C. MAIdlow, WBA, John
Moiney, PT W
Tld as RcAvm, 111, P F. Michael
D.Nmer, Mi. Muk"'
Gabriel, PT George
S. Kim, W'A Wohco
I R-pp, M rnadcr
L.Wo.W1, PE, Llbdd
Shag, PT, This
letter is to certify that the site improvements for the subject project have been completed substantially
in accordance with the City approved Drawings. This engineer's assessment is based
on my field review of the completed improvements on Saturday, September 15, 2001. Please
do not hesitate to call if you should have any questions or comments regarding this matter.
Very
truly yours, Hartman &
Associates, Inc. Roderick
K. Cashe, P.E. Senior
Associate Florida
Registration #45169 RKC/
dgA18-244.03/Wn,esp/Ccrt ofO=p cc:
George Cook, AIMCO Keino
Fubert-Jacobs, FKA Eric
Kuritzky, WPC Roberto
Cintron, E1, HAI 201
EAST PINE S"I*REET - SUITY, 1000 - ORLANDO, FL 32801 TELEPHONE (
407) 839-3955 FAX (407) 839-3790 - wwwconsulthati.coll I
ORLANDO
FORT MYERS PLANTATION JACKSONVILLE DEST N
FEMA REC'D- _j
SLAB REC I d-
INSPECTOR
r
REQUEST FOR FINAL INSPECTION ___
CERTIFICATE OF OCCUPANCY/COMPLETION
MULTI -FAMILY APARTMENT BUILDING****
DATE Z-c)q-C)1 Az,Y4
PERMIT # 0 \-A
ADDRESS S ne_Lroc)L hR,
PROJECT A)P+S Pk Se_ Z,
CONTRACTOR jkfi(L P6P' CQCE;"/-.
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineerin
Public Works
Utilities
Zo6
F1,
Conditions: (to be completed only if approval is conditional)
T
A-,
I LL
CITY OF SANFORD. FL
UTILITIES DEPARTMENT
REQUEST FOR FINAL REINSPECTION
DATE 91 0
ADDRESS
5i,lr -rCONTRACTOR
THE BUILDING DEPARTMENT HAS PREPARED A C.OF O.
FOR THE ABOVE LOCATION AND THE INITIAL
INSPECTION WAS DENIED DUE TO UTILITY RELATED
ITEMS. THE CONTRACTOR IS REQUESTING A
REINSPECTION OF RELATED ITEMS AND IS NOW AS
FOLLOWS.
C
C'
INSPECTOR
GERTIRGATE DE OCCUPANCY ADDENDUM
OWNER:__ f,6'Jc( ,Yl
ADDRESS: I
DATE:
REASON FOR DISAPPROVAL:
CONDITIONAL AGREEMENT:
FIRE DEPARTMENT UTILITIES
PUBLIC WORKS ENGINEERING
FEMA REC'D
SLAB REC'd
Awl INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLET%N
S
MULTI -FAMILY APARTMENT BUILDINGF-*"';
DATE
PERMIT #
ADDRESS l:00 c.. One_
PROJECT r) e I -A
CONTRACTOR
CA
J
The Building Division has received a request for a final irmpec6WaM W
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation. 6z /N
Engineering Fire
Public Works
Utilities
Conditions, (lobe completed only if approval is conditional} -k
e'
DAILY INSPECTION 1.06
DAILY INSPECTION LOG
PROJECT: ' p / F' ( 71, DATE:
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Inspector's Signature:
FEMA REC'D
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
ON
CERTIFICATE OF OCCUPANCY/COMPLEW N
1V
J.j
MULTI -FAMILY APARTMENT BUILDIN4 (7-u*j"; i DATE
PERMIT #
ADDRESS
SA)Dr)e_Lr3oL h()" PROJECT
r) e k r 3 (D V, A'047' 21
fill
CONTRACTOR
IkIalff :x"' The
Building Division has received a request for a final irmpecabrram Certificate
of Occupancy for the above referenced address. We would appreciate a
final inspection of the site by your department. Approval by your department would
result in a granting a C.O. for the address. If you have any issues that the contractor
will need to address, please submit a statement for denial of C.O. or a conditional
agreement to be attached to the C.O. Thank
you for your cooperation. bzll\ 1 j Engineering
Fire Public
Works Zoni Utilities
Licensi Conditions: (
to be completed only if approval is conditional) C..)
M
41
A—)
PI-0-t ql-.d bi.
FEMA REC'D. Aj J
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLEMN
MULTI -FAMILY APARTMENT BUILDING "*'"
7=2
DATE
PERMIT #
ADDRESS
PROJECT 2_kr_3tD
CONTRACTOR—
J
The Building Division has received a request for a final inspectibWa6d h,'
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering Fire
Public Works
Utilities
Conditions: (to be completed only if approval is conditional)
FEMA REC'D. /V J
SLAB REC'd
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
MULTI -FAMILY APARTMENT BUILDING****
DATE
PERMIT #
ADDRESS C)oo h(?'
PROJECT Le-L5
CONTRACTOR_ Lf,
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineerin
Public Works
Utilities
Conditions: (to be completed only if approval is conditional)
n -q
rosinq A/T
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
HON ENE # 407-302-1091 FAX #: 407-330-5677
DATE:- , 5, o ( PERMIT #:
BUSINESS NAME / PROJECT:
ADDRESS: U z 4b
PHONE NO.: FAX NO.:
CONST INSP f C / 0 INSP.:w REINSPECTION PLANS REVIEW
F. A. S. HOOD PAINT BOOTH BURN PERMIT
TENT PERMIT [ ] TANK PERMIT OTHER [ I
TnTAT. FFF.q-.t PER UNIT SEE BELOW)
Address f Bldy- # Unit # Square Footage Fees per Bldg. f Unit
1. —
2.
3.
4,
5.
6.
7.
8.
9.
10.
11,
12.
13.
14.
15,
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida,
Sanford Fire Prevention Divi Applicant's Signature
FEMA REC'D. IV J
SLAB REC'd 1.'j3
INSPECTOR
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY/COMPLETION
MULTI -FAMILY APARTMENT BUILDING****
DATE
PERMIT #
ADDRESS IZDc)(D 'E)A)DnLCOOL LR, PROJECT
A'PAS pkc'se- CONTRACTOR (
Ali al PbP C3jS±/-. The
Building Division has received a request for a final inspection and a Certificate
of Occupancy for the above referenced address. We would appreciate a
final inspection of the site by your department. Approval by your department would
result in a granting a C.O. for the address. If you have any issues that the contractor
will need to address, please submit a statement for denial of C.O. or a conditional
agreement to be attached to the C.O. Thank
you for your cooperation. Engineering_
Public
Works Utilities
Conditions: (
to be completed only if approval is conditional) ni
Apartment Investment and Management Company
August 2, 2001
CITY OF SANFORD
300 North Park Avenue
Sanford, FL 32771
RE: STONEBROOK — PHASE 11
BUILDING #1 — PERMIT #01 -1470
TO WHOM IT MAY CONCERN:
Please accept this letter as our request for early release of power on the above
referenced permit.
We guarantee no occupancy will be allowed until we are in receipt of the
Certificates of Occupancy.
If you have any questions, please contact me through my Longwood Office.
We appreciate your consideration of our request.
S jqcerely,
George Cook
Vice President — Redevelopment
GWC/se
2180 Wisr ST,\:rt-- ROAD 434 - SUITE 6116 - LONGWOOD, FLORIDA 32779 - Ti]-ITHONE 407-682-7227 - FACSIMILE 407-682-0073
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number Date:
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name.
Address of Job: zc4 Electrical
Contractor. Residential:
Addition,
Alteration, Repair (Residential —&N—on-Riisidential) Number
T Amount New
Residential: AMP
Service New
Commercial: AMP
Service Change
of Service: From
AMP Service to AMP Service Manufactured
Building Other:
Description
of Work: 7 Z)
A Application
Fee. 10.
00 TOTAL
DUE: By
Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant'
s Signature State
License Number
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number.
Date: --&71K1Y
The undersigned hereby applies for a Permit to install the following plumbing:
Owner'sName: A, //, . - 7— -.V- - Address
of Job: Electrical
Contractor. Residential:
0
By
Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, Applicant'
s Signature zfcee
00 2c,3 State
License Number
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number. C / Date: —z 714W)
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name: I,, , A., , A,, - i- -
Address of Job:
Electrical Contractor.
Residential:
0
Addition, Alteration, Re it (Residential & Non -Residential
Number Amount
New Residential:
AMP Service
New Commercial:
AMP Service
Chan of Service:
From ALAE Service to AMP Service
Manufactured Building
Other:
Descrietion of work:
A2plication Fee:
iaoa
ITOTAL E:
BY Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
Applicant's Signature
State License Number
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number. L- Date: livaL
The undersigned hereby applies for a Permit to install the following plumbing:
Owner's Name: A, i A,. - 7- Y- -
Address of Job: 0
Electrical Contractor.
Residential:
Addition, Alteration, Re air (Residential & Non-Residentian
Number Amount
New Residential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to AMP Service
Manufactured Buildin
Other:
Descrigtion of Work:
Aeplication Fee:
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
Applicant's Signature
State License Number
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number. LL- / L- I Date: 71K)l
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name:
Address of Job:
Electrical Contr,
Reside
Addition, Alteration, Repair (Residential & Non -Residential)
Number Amount
New Residential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to AMP Service
Manufactured Building
Other:
Description of Work:
Aeelication Fee:
10,00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code,
Applicant's Signature
fC42!2 ooj.
State License Number
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE: -
BUSINESS NAME / PROJECT:'-5"i ) J'-,c 1"o,
ADDRESS: iov-?>
PHONE NO.: FAX NO.:
PERMIT #: 11(J
CONST. INSP. [ ] C / 0 INSP.:[ I REINSPECTION [ ] PLANS REVIEW [ I
F. A. [-,r F.S. [ ] HOOD PAINT BOOTH BURN PERMIT
TENT PERMIT [ ] -TANK PERMIT OTHER [
TOTAL FEES: $
COMMENTS
r i, L
13J'P o 2.
6tr k1 3.
6.
7.
8.
9.
10.
12.
13.
14.
15.
16.
17.
18.
19.
20.
C .4 q A CO
Address / Blda. # / Unit #
PER UNIT SEE BELOW)
Square Footage Fees 12er Bldg. / Uni
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl, 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Vlorida,,
me,µ...--"` ,.. '
g} .^``,/,
F
RF .-, `, p'k' %' "..•
Sanford Fire Prevention Division /Applicant's Signature
r FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: STONEBROOK 11 APTS C1T Builder:
Address: UNIT C1 TOP Permitting office: SEMINOLE COUNTY
City, State: , FL Permit Number:
Owner: 99089 Jurisdiction Number: 691000
Climate Zone: Central
I . New construction or existing New __.. 12. Cooling systems
2. Single family or multi -family Multi -family _ a. Central Unit Cap: 24.0 kBtu/hr
3. Number of units, if multi -family 1 SEER: 10.00
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (f.2) 1157 ft' c. N/A _
7. Glass area & type
a. Clear - single pane 132.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 W _ a. Electric Strip Cap: 12.3 kBtu/lir _
c. Tint/other SC/SHGC - single pane 0.0 fta COP: 1.00
d. Tint/other SC/SHGC - double pane 0.0 ft2 b. N/A
8, Floor types
a. N/A c. N/A
b. N/A
c. N/A 1 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 40.0 gallons
a. Frame, Wood, Exterior R=11.0, 885.0 ft' EF: 0.89
b. N/A b. N/A
c. N/A _
d. N/A c. Conservation credits _
e. N/A HR-Heat recovery, Solar
10. Ceiling types i DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1157,0 ft' _ 15. HVAC credits
T
b, N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
l t . Ducts PT -Programmable Thermostat;
a. Sup: Unc. Rct: Con. AH: Interior Sup. R=6.0, K0 ft RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.11 Total as -built points: 19670.00 PASSt-1 SSTotalbasepoints: 20965.00
hereby certify that the pl and,specifications covered I Review of the plans and TKE sra
F4bythiscalculationareinIewiththeFloridaspecificationscoveredbythisyaFs
Energy Code. calculation indicates complianceF,' n
PREPARED BY: with the Florida Energy Code.
Before construction is completed a
DATE: 2 ` i this building will be inspected for u
I hereby certify that this building, as designed, is in j compliance with Section 553.908G a
compliance with the Florida Energy Code. Florida Statutes. wE
OWNERIAGENT: BUILDING OFFICIAL:
DATE: DATE:
Mv EnergyGauge@ (Version: FLRCNA-200)
t
FORM 60OA-97
SUMMER CALCULATIONS
111j;q- 11111111p 1 1111 1;y i I 11"11i riq; r" I Oil 1 11 Oil 111[i! 1 logo
ADDRESS: UNIT C1 TOP,, FL, PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
18 1157.0 42.08 8763.0 Single, Clear E 0.0 0.0 102.0 59.31 1.00 6049.3
Single, Clear S 0.0 0.0 30.0 44.66 1.00 11339.7
As -Built Total: 132.0 7389.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adajcent 0.0 0,0 0.0 Frame, Wood, Exterior 11.0 885,0 1.90 1681,5
Exterior 885.0 1.90 1681.5
Base Total: 885.0 1681.5 As -Built Total: 885.0 1681.5
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 0.0 0.00 0.0
Exterior 0.0 0.00 0.0
Base Total: 0.0 0.0 As -Built Total: 0.0 0.0
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points
Under Attic 1157.0 0.60 6942 Under Attic 30.0 1157,0 0.60 694.2
Base Total: 1157.0 694.2 As -Built Total: 1157.0 694.2
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 0.0(p) 0,0 0.0
Raised 0.0 0.00 0.0
Base Total: 0.0 As -Built Total: 0.0
INFILTRATION Area X BSPM Points Area X SPM Points
1157.0 14.31 16556.7 1157.0 14.31 16556.7
Summer Base Points: 27695.4 Summer As -Built Points: 26321.4
Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
26321.4 1.000 0.971 0.341 1.000 8714.6
27695.4 0.3577 9906.7 26321.4 1.00 0.971 0.341 1.000 8714.6
EnergyGauge Tm DCA Form 60OA-97
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: UNIT C1 TOP,, FL, PERMIT #: I
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points
18 1157.0 4.79 997.5 Single, Clear E 0.0 0.0 102.0 9.96 1,00 1016.2
Single, Clear S 0.0 0.0 30.0 7.73 1.00 231,9
As -Built Total: 132.0 1248.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adajcent 0.0 0,0 0.0 Frame, Wood, Exterior 11,0 885,0 2.00 1770,0
Exterior 885.0 2.00 1770.0
Base Total: 885.0 1770.0 As -Built Total: 885.0 1770.0
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 0.0 0.00 0.0
Exterior 0.0 0.00 0.0
Base Total: 0.0 0.0 As -Built Total: 0.0 0.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points
Under Attic 1157.0 0.60 694.2 Under Attic X0 1157.0 0.60 694.2
Base Total: 1157.0 694.2 As -Built Total: 1157.0 694.2
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 0.0(p) 0.0 0.0
Raised 0.0 OM 0.0
Base Total: 0.0 As -Built Total: 0.0
INFILTRATION Area X BWPM Points Area X WPM Points
1157.0 0.28 324.0 1157.0 0.28 324.0
Winter Base Points: 3137.7 Winter As -Built Points: 3388.4
Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
3388A 1.000 0.989 1.000 1.000 3349.7
3137.7 1.0730 3366.8 3388.4 1.00 0.989 1.000 1.000 3349.7
EnergyGaugeTm DCA Form 60OA-97
1 601A-97
It
HEATING & CODE COMPLIANCE STATUS
Whole Building Performance •• A - Details
IADDRESS: UNIT C1 TOP,, FL, PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 7692.0 40.0 OM 3 1.00 2535.19 1.00 7605.6
As -Built Total: 7605.6
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
1
Heating + Hot Water = Total
Points Points Points
9906.7 3366.8 7692.0 20965.41 8714.6 3349.7 7605.6 19669.9'
qftE S
EnergyGaugelm DCA Form 60OA-97EnergyGaugelmDCAForm60OA-97
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: UNIT C1 TOP,, FL, PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION ' REQUIREMENTS - FOR EACH PRACTICE
Exterior Windows & Doors 606.1 .ABC. 1 . 1 Maximum:,3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area,
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall:
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates: between walls and floor,
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors 606.1,ABCA,2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members,
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABCA.2,3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures i 606A.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses I 606,1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 6061.ABC.1.3 I Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
CHECK I
COMPONENTS SECTION
I—— I-------""- --- I --- - I - I I I REQUIREMENTS-- CHECK
Water Heaters 1612.1 i Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
re ker (electric) or cutoff (gas) must be provided. External or builtbreakeru -in heat trap required.
Swimming Pools Spas 1612.1 j Spas heated pools must have covers - (exce
I (
except
I
solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
4 i Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 6041, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-1 1.
EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200
I
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
N!
ESTIMATED ENERGY PERFORMANCE SCORE* = 82.4
The higher the score, the more efficient the home.
99089,UNIT C 1 TOP_ FL,
I. New construction or existing New 12, Cooling systems
2. Single family or multi -family Multi -family a. Central Unit
3. Number of units, if multi -family I
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 1157 ft' c. N/A
7. Glass area & type
a. Clear - single pane 132.0 ft' 11 Heating systems
b, Clear - double pane 0.0 ft, a. Electric Strip
c. TinUother SC/SHGC - single pane 0.0 ft'
d. Tint/other SC/SHGC - double pane 0.0 ft, b. N/A
8. Floor types
a, N/A c. N/A
b. N/A
c. N/A 14. [lot water systems
9. Wall types a, Electric Resistance
a. Frame, Wood, Exterior R= 11.0, 885.0 ft'
b. N/A 1). N/A
c. N/A
d. N/A
s
c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30,0, 1157,0 111 15, 14VAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 60.0 ft RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Cap: 24.0 kl3tu/hr
SEER: 10.00
Cap: 12.3 kBtu/hr
COP: 1.00
Cap: 40.0 gallons
EF: 0.89
114E S
yap
narV,
NOTE. The homes estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86for a US EPAIDOE EnergyStarAdesignation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucf, edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugeg (Version: FLRCNA-200)
Air System Sizing Summary for UNIT C TOP
Project Name: STONEBROOK 11 12/26/00
Prepared by: KTD Consulting Engineers 10:39 AM
Air System Information
System Name UNIT C TOP
Equipment Class SPILT AHU Number of Zones 1
System Type SZCAV Floor Area 1157.0 111
Sizing Calculation Information
Zone and Space Sizing Method:
Zone CFM Peak zone sensible load Calculation Months Jan to Dec
Space CFM Coincident space loads Sizing Data Calculated
Central Cooling Coil Sizing Data
Total coil load 2.0 Tons Load occurs at Aug 1700
Sensible coil load 1.6 Tons OADB/WB 92.3 / 75.6 *F
Coil CFM at Aug 1700 1251 CFM Entering DB WB 74.9165.8 *F
Max possible CFM 1251 CFM Leaving DB WB 60.3 / 59.5 'F
Design supply temp. 57.0 *F Coil ADP 58.7 'F
ft'rTon 566.3 Bypass factor 0.100
BTU/hr/ft2 21.2 Resulting RH 63 %
Water flow @ 10.0 'F rise gpm Zone T-stat Check 1 of I OK
Central Heating Coil Sizing Data
Max coil load 16860 BTU1hr Load occurs at Des Htg
Coil CFM at Des Htg 1251 CFM BTU/hr/ft2 14.6
Max possible CFM 1251 CFM Ent. DB / Lvg DB 67.7 / 80.2 'F
Water flow @ 20.0 *F drop gpm
Supply Fan Sizing Data
Actual max CFM at Jul 1700 1251 CFM Fan motor BHP 0.00 BHP
Standard CFM 1246 CFM Fan motor kW 0.00 kW
Actual max CM0 1.08 CFM/flt2 Fan static 0.00 in. wg,
Outdoor Ventilation Air Data
Design airflow CFM 60 CFM CFM/person 15.00 CFM/person
CFM/fi2 0.05 CFM/ft2
Carrier Hourly Analysis Program v4.04 Page 16
Air System Design Load Summary for UNIT C TOP
Project Name: STONEBROOK 11 12/26/00
Prepared by: KTD Consulting Engineers 10:39 AM
DESIGN COOLING DESIGN HEATING
COOLING DATA AT Aug 1700 HEATING DATA AT DES HTG
COOLING OA DB / WB 92.3 °F / 75.6 °F HEATING OA DB / WB 37,0 °F / 31.1 °F
Sensible Latent' Sensible Latent
ZONE LOADS Details BTU/hr); (BTU/hr) Details BTU/hr) (BTU/hr)
Wall Transmission 885 ft2 1943 885 ft2, 1940
Roof Transmission 1157 ft2 2314; 1157 f12` 1153
Glass Transmission 132 ft' 2961' 132 ft2' 5350 -
Skylight Transmission O ft 0 __ O ft2._ 0
Door Transmission 0 ft2. O 0_ftz, 0
Floor Transmission 1157 ft2 0' 1157 ft21 0 -
Partitions 0 W, 0. 0 ft2' 0
Ceiling 0ft2. 0 0 ft2. 0
Overhead Lighting ow 0 0' 0 -
Task Lighting ow 01 0" 0
Electric Equipment ow 0: 0 0
People 4 1120' 1080' 0 0 0
Infiltration 2848 2420 0` 6778 0
Miscellaneous 1600 300 0 0
Safety Factor 0% / 0% 0' 0' 0%, 0 0
Total Zone Loads 19860. 3800 ` 15220 0
Zane Conditianing _ 18418' 3800` 14782 0
Plenum Wail Load 0%_ 0, Oi 0
Plenum Roof Load._ 0% 0' 0. 0
Plenum Lighting Load _ 0% 0' 0. 0
Pefurn FanLoad 1251 CFM 0' _ 1251 CFM 0
Ventilation Load 60 CFM 1182 1116' 60 CFM 2078 0
Supply Fan Load 1251 CFM 0, 1251 CFM 0
Space Fan Coil Fans, 0
Duct Heat Gain / Loss 0%, 0, OW 0.
Total System Loads T_ 19600' 4916` 16860 0
Central Cooling Coif 19600. 49171 0 0
tentral Heating Coil 0. 16860 -
Total Conditioning 19600, 4917 j _ 16860 0
Key: _ Positive values are clg loads Positive values are htg loads
Negative values are htg loads Negative values are cig loads
Carrier -Hourly Analysis Program v4.04 Page 17
Space Design Load Summary for UNIT C TOP
Project Name: STONEBROOK II 12/26/00
Prepared by: KTD Consulting Engineers 10:39 AM
TABLE 1.1:A COMPONENT LOADS FOR SPACE "UNIT C TOP " IN ZONE "Zone 1 „
DESIGN COOLING DESIGN HEATING
COOLING DATA AT Jul 1700 HEATING DATA AT DES HTG
OADB/WB 92.3 OF 175.6 OF OADBIWB 37.0OF/31,1 OF
OCCUPIED T-STAT 72.0 OF OCCUPIED T-STAT 70.0 OF
Sensible Latent ` Sensible Latent
SPACE LOADS Details, (BTU/hr) (BTU/hr) Details BTU/hr) BTU/hr)
Solar Loads 132 ft', 7324' 132 ft2.
Wall Transmission 885 ft'' 1898` 885 ft2' 1940
Roof Transmission 1157 112; 2436 1157 ft2 1153
Glass Transmission 132 ft-2' -2961 ` 132 ft2' 5350
Skylight Transmission 0 ft2' 0 0 ft2 0
Door Transmission 0 ft2` 0 0 ft2' 0
Floor Transmission 1157 ft2' 0' 1157 ft2` 0
Partitions 0 ft2, 0, 0 ft2, 0
Ceiling 0 ft2; 0' 0 ft2 0
Overhead Lighting OW 0, 0 0
Task Lighting 0 W' 0 0' 0
Eleetric Equipment 0 W' 0' 0` 0
People _ 4` 1120 1080. 0, 0 0
Infiltration 2848' 2265 6778 0
Miscellaneous 1600; 300 - 0 0
Safety Factor 0% / 0%' 0, 0' 0% 0 0
Total Zone Loads 20187 3645 - 15220 0
TABLE 1.1.B. _-_ENVELOPE LOADS FOR SPACE "UNIT C TOP" IN ZONE "Zone 1 "
COOLING COOLING HEATING
Area U-Value I Shade TRANS SOLAR TRANS
ft2) (BTU/!! /1WIF) Coeff. (BTU/hr) BTU/hr) BTU/hr)
WALL 129: 0.0661 36(+ 283
WINDOW-1 301 1.2281 0:916 673j _ 2254 1216
WINDOW 2 i _ 301 1.228 0.916' 673{ 2254 1216
1S EXPOSURE
WALL 216j 0.0661 402! 473
IN EXPOSURE
WALL 3121 0,066' 536' _ 684
WINDOW 1 30' 1.228' 0.916 673' 713 1216
W EXPOSURE
WALL 1471 _ 0.0661 417' p. 322
WINDOW 1 421 1.228; 0.916 9421 2103 1702
WALL._._ _ I 45i 0,066 91, 99
NW -EXPOSURE t
WALL i . 36 0.0661 87' 79'
WEXPOSURE _ ROOF
11571 0.030 2436' 1153 Carrier
Hourly Analysis Program v4.04 Page 18
CITY OF SANF6RD MECHANICAL APPLICATION
PERMIT NO. —DATE: 4 /1 /01
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT:
ADDRESS OFJOB
MECHANICAL CONTRACTOR: 12,
RESIDENTIAL_X_COMMERCIAL
Subject to rules and regulations of Sanford Mechanical Code
NATURE OF WORK
I Pis LL_ 7, 4 Z..S 7- 14A-)V,0wF1Z S
2-14 CA.toj<w 14E-&T- Sid ip
7-
z
Valuation:2, OL?
By Signing this application I am stating that I am m
Mechanical Code.
Appuwu;&pwr6 Ke
W16176FITTKN.''
Ia 0
M
Date:
I hereby name and appoint to be my lawful attorney
in fact to act for me and apply to the eF
Building Department for a * '— Mechanical Building permit
for work to be performed at a location described as: 17-cAU5- j_9A A-PWMC;,,L
Section Township Range Lot Block
Subdivision IPLS ?2 2- sj"
OCA-D, Job
Addresl) OvamrofpFoFerty
andAddress) and
to sign my name and do all things necessary to this appointment. R-
Dale Perkins The
foregoing instrument was acknowledge before me this by:
P b At f- is personally knoIA7,t)D me or
who produced as identification and who did not
take oath. State
of Florida County of Orange Commission #
Expires Notary
Signature: MY
COMMISSION # CC481467 EXPIRES September
17, 2001 PV,
rFAT'TY.XLS RONDED THkU TROY FAjN jN%j;ANCk jNc
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
U TK~TK U~ CERTIFICATE
Important: Read the instrUctions on 1 7
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
APAAA
BUILDING STREET ADDRESS (Including 6pt,,-Unit, Suite, and/or.Bldg. No,) OR P,O. RbUTE AND BOX NO. Company NAIC Number
CITY STATE ZIP CODE
PROPERTY DESCRIPTION (Lot and Block NUrnbets, Tax Parcel Number, Legal Description, etc.)
BUILDINU USE (c.g,, Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary,)
Afnuos/Lowo/ruo HORIZONTAL DATUM:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1, NFIP 0 MUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3,STATE
NUMBER EFFECT)VE/REVISED DATE ZONE(S) (Zone AD, use depth of flooding)
110. Indicate the source of the Base Flood Elevation (BEE) data or base flood depth entered in B9.
L_)F|3Profile L_|FIRM PQ CommunityDawnnined L_JOther (Douohbo):.......... _____................... __ l
11.Indicate tile elevation ummmused for the nFEit) B8.JXNGvD1y2y L_|N^vD1988 L_JOther (Desovbe):___________________ 112. Is the building
located ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area(0PA)? L_IY^o |\`~'wo v' DooiVnoUonDa{e__________________________ SECTION
C -
BUILDING ELEVATION
INFORMATION (SURVEY REQUIRED) 1. Building elevations are
based on: I lConstruction Drawings* J,<IBuilding Under Construction* 1--lFinished Construction A new Elevation Certificate
will be required when construction of the building is complete, 2,Building Diagram Number __
1__(Smeo/the building magmmmost uinoi|o,mmwumNingunwmrxmisc,moramixbeing comp|emu'see pages 6nnd7. Knudiagram accurately represents the
building, provide osketch orphoWgopkJ 3. Elevations - Zones A1+\xO. AEAH.A(with
OFE).VE.V14/3O. Vhwiih 8FE>.AR, ARm.`xRm.E.AR/A1f\ 0.ARV\M. ARV\O- Cump|e/eUomxC3.a-i below according to
the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BEE inSection B.
convert the datum mthat used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion. Datum 06V0L1A Convomiun/Comman/n____________---------------------------------- __-------------------------- __ Elevation reference mark uned_f/_
Oz_+----- Does the elevation reference
mark voauappma,onmvFmM, |_|Yov I,,-4mo 0 a>Top p(bottom floor (including basement nrenclosure) _________Q_.
V.(m) Ll u}Top ofnext higher floor --- U.(m) J c>
Bottom o[lowest horizontal structural member (Vzones only) t.(
m) o)Attached garage (top nfslab) ------------------KL(m)@ O o>Lowest elevation
n/machinery and/or equipment w ° servicing the
building (Describe inaComments araa.) _________47 .Jr/ k<m) LJ
oLowest
adjacent (finiahod)grade (LAG) _-_-___-_±Ll-M'(m) '91 0)Highest adjacent (
hnioxad)grade (MxG) ---------- -K.('») - h}No. o(permanent openings (flood vents)
within 1ft. above adjacent grade i>Total
area o/all permanent openings (flood vents) inCo.h---- G" _sq. in, <oq.
cm) SECTION n SURVEYOR, ENGINEER, onARCHITECT CERTIFICATION This certification iombesigned and sealed uyoland surveyor, engineer, cvarchitect
authorized bylaw mcertify elevation information. codify that
the information in Sections A'(3,and Conthis certificate represents mybest efforts /minterpret the data available, I understand that
anz false statement maX be pimishable bX fine or imerisoriment under 18 U.S, Code, Section 1001.
N
IMPORTANT: In these spaces, copy the corresponding information from Section A. For, InsuranceCompainy,Vse:1
BUILDING STREET ADDRESS (including Apt,, Unit, Suite, and/or Bldg, No.) OR P.O. ROUTE AND BOX NO. Policy Number
CITY
ZIP CODE Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
agent/company, Copy hmhsides o[|hinE|e"eUnnCo,ihofficial, insurance agen mpany.and(0bvildingmmor. C4D
k
here if, SECTION
E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AD AND ZONE A (WITHOUT BFE) For
Zone AO and Zone A (without BFE), complete items E 1, through E4. If the Elevation Certificate is intended for use as supporting information
fora LOMA or LOMIR-F, Section C must be completed. E
1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2.
The top of the bottom floor (including basement or enclosure) of the building is ft.(m) 1__I__Iin.(cm) J__J above or J__J below check
one) the highest adjacent grade. (Use natural grade, if available.) E3.
For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(
m) 1__I__Iin.(cni) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4.
For Zone AD only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodpiiinm,
ir)aqementor(lin,ince?l__I Yes 1,,,__INo 1____IUnkn2wn. The local official must certify this information in Section G. SECTION
F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The
property owner or owner's authorized representative who completes Sections A, B, C (Items C3.1) and C3.i only), and E for Zone A without
aFEWiA'iyouedorcommunity-issued 8FE)o,Zone 80must sign here, The statements hnSections A.B'C'and Eare correct to the best of mZ knowledge
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE COMMENTS Check
here if attachments
SECTION
G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is
authorized by law ", ordinance madminister the community's x000v|a|nmanagement ordinance can complete Sections A.o.0(or E).and
Gorthis Elevation Certificate. Complete the applicable imm(m) and sign below. G1. The information in Section C was taken
from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data .nthe Comments area u^mw.) G2.
L_Acommunity official completed Section Efor abuilding located
inZone 8(without oFEMA-isauognrcommunity-issued DFE)or Zone AO, Go.L_|The following information (Items G4-os)i,provided for community
Oonop|ainmanagement
purposes. G7. This permit has been issued for. J__J New Construction L_|Substantial Improvement G8.
Elevation u<as-built lowest floor (including basement) cfthe building is: ---------------- ft.(m)Datum:_____________
G9.BFEu,(inZnnexO)Uepmo/8nndinOuiU`ebui|d|ngsiteio: ----- .__-K.(m) Datum: _____________ CGCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here Kattachments REpixC nm1PRFv0uoEDITIONS
CITY OF SANFORD PERMIT APPLICATION
Permit No,:
Job
Date:
Parcel No.: 1 ?_ (Attach Proof of Ownership & Legal Description)
Description of Work:
Type of Construction: _ _ _ _ Flood Zone:
Valuation of Work: C Occupancy Type: Residential "Commercial Industrial
Number of Stories: 3 Number of Dwelling Units: ____ Zoning: ____ Total Square Footage:
Owner: _A `
EM
Phone No.:
Contractor
Address: A&S
Cityjoe State: - 2i State License No.: P _. ._ L-
Phone No.: '
Contact Person:
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect:
Address:
Fax No.: ____4 T
Phone No.:
Phone No.:
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 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 ELEICTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, F EATI RS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
ai applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 of permit is verification that I will notify the owner of the property of
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is __ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY:
it
irements of Florida Lien Law, FS 713.
Agent Date
ractor/ nt' - ame
of Nota to o Florida Date
y..... .
Dawn E. Gandall
n" Commission # DD 010599
Qa4, &pnros A.pzkl 28, 2005
lF, '
A Banded Thru
fill `` ,atlantic Ba d4 Co., Inc.
Contractor/Agent is Personally Known to Me or
Produced ID
Date:
0
Special Conditions:
4
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Peff nit Number. L,_L z-11ZL, Date:
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name:
Address of Job:
Electrical Contractor
C/
Residential: Non -Residential:
Number Amount
Addition, Alteration, Re air (Residential & Non -Residential)
New Residential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to .AMP Service
Manufactured Buildin2
Other,
Description of Work:
j 4p, 71 X
Ae 10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code.
Applicant's Signature
State License Number
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number: V( - ( '4 4 ( ') Date: q - ') L'I - c) I
The undersigned hereby applies for a permit to install the following plumbing:
Owners Name: Tyv! (,,- ti vevil i ale )A (i
Address of Job:
Plumbing Contractor: )(T, C
Residential: Non -Residential:
By Signing this application I am stating that I am in compliance with City of Sa , ford Plumbing Code.
Applicant's Signature
State License Number
C S
COMPANY OF FLORIDA
License #CF C043043 #CA C036850
Member ABC/AGC/PhCC
April 24, 2001
City of Sanford
P.O. Box 1788
Sanford, FL 32722
Attention: Building Department
Corporate Office
7420 East Colonial Drive
Orlando, Florida 32807
407) 380-6525 Fax (407) 380-9545
Estimating Division
2001.Old H1, Suite #2
lMt. Dora, Florida 32757
352) 383-0741 Fax (352) 383-0844
Please let this letter serve as authorization for my employee, Diana Gnann, to obtain plumbing permits on
my behalf, for the prqect known as the Stonebrook Apartments.
Respectfully,
A ,
Mark F. Latourelle
President
J. A. Croson Company of Florida, Inc.
CFC043043
State of Florida
Sworn to and subscribed before me this 24h day of April, 2001,
My Commission Expires:
Notary Public State R Florida
fftJAoFr 0 JANET LASIETE LEE
J-00361? MY
t
TART 6 'MY Comm up 2/.'003PUBLIC -P 61
N, CC 84 263 it
Ally I, --
North East Division South East Division West Coast Division
750 Grand Plaza Drive 3700 SW Wood Crook Trail 8616 Riverview Drive
Orange City, Ft. 32763 Palm City, FL 34990 Riverview, FL 33569
407) 509-2412 (407) 223.9080 (813) 671-7171
Fax (904) 620-9376 Fax (561) 223-9002 Fax (813) 671-4696
Control West Division
2208 Everest Parkway
Cape Coral, FL 33904
941)242.0590
Fax (941) 242-0590
South West Division
27540 Suffridge Drive
Bonita Springs, FL 34135
941)949.4964
Fax (941) 949-4985
AN
AMPM
COMPANY
CITY OF SANFORD PERMIT APPLICATION
RK
Dale:
Job Address: A Ell _,"
Parcel (Attach Proof of Ownership & Legal Description)
Description of Work:A 4
Type of Construction: 701 Flood Zone:
Valuation of Work: $ Occupancy Type: esidential —Commercial Industrial
Number of Stories: Number of Dwelling Units: W4 Zoning: Total Square Footage: 31 ?59
Owner: AIC
Address:
City: LOA)6 t4jo4n
Phone No.:
Contractor:
Address:
City: _A9:L7
Phone No.:
Contact Person:
Title Holder (If other than Owner):
Address:
Bonding Company: Ail
Address:
Mortgage Lender:
Address:
Architect:
State:
Fax No.:
Zip:
Zip: State License No.:
Fax No.: 4/16 7 — 3'— /
Fax No.:
19
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 WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
STig naturcof Co actSignatureOwner or gent Date
M
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APPLICATION APPROVED BY:
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INFORMATION!
DATE : 0412312001
DRAWN BY: -580
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Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO
03086 IF1 FLOOR 1 1
1 optional)
Trussway Ltd_ Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Mon Apr 30 12:07:59 2001 Page I
Scale = 1:31.1
1.5x3 = 4x4 = 3x3 = 3x3 30 = 3x3 = 3x3 = 3x3 = 44 = 11.50
A B C D E F G H
T1
W11 2 W11 L1 9
BLI
R Q P 0 N M L
4x6 = 44 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 44 = 46
2-9-0 5-3-0 7-9-0 9-4-0 10-7-0 13-1-0 15-7-0 18-4-0
2-9-0 2-6-0 2-6-0 1-7-0 1-3-0 2-" 2-" 2-9-0
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.24 0 >906 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.38 0 >575
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.09 K n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/clefi = 360 Weight: 102 lb
LUMBER 2) Bearing at joint(s) S, K considers parallel to grain
TOP CHORD 4 X 2 SYP No.2ND value using ANSlrrPI 1-1995 angle to grain formula.
BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing
WEBS 4 X 2 SYP No.3 surface.
3) This truss has been designed with ANSI/TPI
BRACING 1-1995 criteria.
TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at
Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD nails. Strongbacks to be attached to walls at their
Rigid ceiling directly applied or 10-0-0 oc; bracing. outer ends or restrained by other means.
REACTIONS (lb/size) LOAD CASE(S)
S = 1132/0-3-8 Standard
K 1132/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
S-T = -41 A-T = -41
K-L1 = -40 J-L1 = -40
A-B = -2 B-C = -1838
C-D = -3016 D-E = -3659
E-F = -3768 F-G = -3622
G-H = -3021 H-1 = -1837
1-i = -2
BOT CHORD
R-S = 1074 Q-lR = 2560
P-Q = 3437 O-P = 3659
N-0 = 3768 M-N = 3451
L-M = 2556 K-L = 1076
WEBS
I-K = -1519 B-S = -1517
I-L = 1131 B-R = 1135
H-L = -I069 C-R = -1073
H-M = 691 C-0 = 679
G-M = -639 D-Q = -626
G-N = 255 D-P = 322
F-N = -212 E-P = -196
F-0 = -92 E-0 = 150
NOTES
1) This truss has been checked for unbalanced loading APR 3 0
conditions.
Job Truss Truss Type Qty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO
03086 F2 FLOOR
I (optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:08:47 2001 Page 1
Scale = 1:41.6
04 = 3x4 = 3x6 FP=
1.50 = 4x6 = 3x6 FP= 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 44 = 4x6 1.50
A B C D E F G H I
T9
i K L M N
A
1
2 V 71Z AD 9
F32
1
AB AA z Y X W V IJ T S R Q P 0
5x6 = 3x1 0 M20H FP= 3x4 3x3 = 1.5x3 11 3x3 = 3x4 = 4x4 = 46 = 5x6
46 = 40 = 1.50 11 3x10 M20H FP=
2-9-0 5-3-0 7-" 10-3-0 11-6-0 12-10-0, 14-1 -0, 16-7-0 19-1-0 21-7-0
2-" 2-" 2-" 2-6-0 1-3-0 1-" 1-3-0 2-" 2-" 2-6-0 2-"
LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.59 U-V >488 M20 2491190
TCDL 15.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.93 U-V >310 M20H 187/143
BCLL 0.0 Rep Stress Incr YES WEI 0.66 Horz(TL) 0.16 0 n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/clefl = 360 Weight: 130 lb
LUMBER WEBS
TOP CHORD 4 X 2 SYP No.2 *Except* C-AA = -1580 L-R = 1196
T2 4 X 2 SYP No,1 C-Y = 1196 J-R = -1145
BOT CHORD 4 X 2 SYP No.2 *Except* E-Y = -1145 J-S = 783
B2 4 X 2 SYP SS E-X = 783 I-S = -727
WEBS 4 X 2 SYP No.3 F-X = -727 I-T = 333
F-W = 333 H-T = -295
BRACING G-W = -295 G-V = 16
TOP CHORD H-IJ = 16
Sheathed or 4-4-1 oc purlins, except end verticals.
BOT CHORD NOTES
Rigid ceiling directly applied or 10-0-0 oc bracing. 1) This truss has been checked for unbalanced
loading conditions.
REACTIONS (lb/size) 2) All plates are M20 plates unless otherwise
AB = 1510/0-3-8 indicated,
0 = 1510/0-3-8 3) Bearing at joint(s) AB, 0 considers parallel to grain
value using ANSI/TPI 1-1995 angle to grain formula.
FORCES (lb) - First Load Case Only Building designer should verify capacity of bearing
TOP CHORD surface.
AB -AC = -41 A -AC = -41 4) This truss has been designed with ANSI/TPI
O-AD = -41 WAD = -41 1-1995 criteria.
A-B = -2 B-C = -2557 5) Recommend 2x6 strongbacks, on edge, spaced at
C-D = -4423 D-E = -4423 10-0-0 oc and fastened to each truss with 3-16d
E-F = -5721 F-G = -6434 nails, Strongbacks to be attached to walls at their
G-H = -6637 H-1 = -6434 outer ends or restrained by other means.
I-i = -5721 J-K = -4423
K-L = -4423 L-M = -2557 LOAD CASES)
M-N = -2 Standard
BOT CHORD
AA -AB = 1452 Z-AA = 3619
Y-Z = 3619 X-Y = 5194
W-X = 6210 V-W = 6637
U-V = 6637 T-LI = 6637
S-T = 6210 R-S = 5194
Q-R = 3619 P-Q = 3619
O-P = 1452
WEBS
M-0 = -2051 B-AB = -2051
M-P = 1642 B-AA = 1642
L-P = -1580
APR 3 zoo'
Job Truss Truss Type 0ty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO
03086 F3 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:35 2001 Page I
Scale = 1;27.7
1.5x3 11 3x5 = 3x3 = 3x3 = 1.50 11 3x3 = 3x3 = 3x5 = 1.5x3 11
A B C D E F G
Tj
H I
R S
BW Ll
P 0 N M L K
4x6 = 3x5 = 3x3 = 1.5x3 11 3x3 = 3x3 = 3x5 = 4x6
2-9-0 5-3-0 6-6-0 8-" 11-0-0 13-6-0 16-3-0
2-" 2-6-0 1-3-0 2-M 2-6-0 2-" 2-"
Plate Offsets (X.Y): [J:0-4-8,,Edge1, 10:0-4-8,Ed_qe
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.17 L-M >999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.28 L-M >697
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 J n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 88 lb
LUMBER 2) Bearing at joint(s) Q, J considers parallel to grain
TOP CHORD 4 X 2 SYP No.2ND value using ANSI/TPI 1-1995 angle to grain formula,
BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing
WEBS 4 X 2 SYP No.3 surface,
3) This truss has been designed with ANSI/TPI
BRACING 1-1995 criteria,
TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at
Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD nails. Strongbacks to be attached to walls at their
Rigid ceiling directly applied or 10-0-0 oc bracing, outer ends or restrained by other means.
REACTIONS (lb/size) LOAD CASE(S)
Q 1001/0-3-8 Standard
j = 1001/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
Q-R = -40 A-R = -40
J-S = -41 I-S = -41
A-B = -2 B-C = -1588
C-D = -2529 D-E = -2893
E-F = -2893 F-G = -2534
G-H = -1586 H-1 = -2
BOT CHORD
P-Q = 946 O-P = 2183
N-0 = 2893 M-N = 2893
L-M = 2826 K-L = 2192
J-K = 943
WEBS
H-J = -1331 B-Q = -1335
H-K = 956 B-P = 954
G-K = -900 C-P = -885
G-L = 509 C-0 = 513
F-L = -434 D-0 = -527
F-M = 96 D-N = 80
E-M = -75
NOTES
1) This truss has been checked for unbalanced loading
conditions.
Job Truss Truss Type I Qty Ply 103086 - STONEBROOK 11 @ SANFORD / S96-
03086 F4 FLOOR f 1 1
Iiii(optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:41 2001 Page 1
1-3-0
Scale: 1/2"=1'
1.5x3 11 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 1.50 11
A B C D E F G H
T1
D R
C O
EL1 E I
0
iP
N M L K
4x5 = 3x4 = 3x3 = 1.5x3 11 1.5X3 11 3x3 = 3x4 = 4x5
2-" 5-3-0 0 7-9-0 "-0 11-6-0 14-3-0
2-9-0 2-" 1-3-0 1-3-0 1-3-0 2-" 2-9-0
Plate Offsets (X.Y): [1:0-3_-8Edgel, [P:0-3-8,Edoel
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0,40 Vert(LL) -0.09 M >999 M20 249/190
TCDL 15,0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.14 L-M >999
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 1 n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 79 lb
LUMBER 2) Bearing at joint(s) P, I considers parallel to grain
TOP CHORD 4 X 2 SYP No,2ND value using ANSIfTPI 1-1995 angle to grain formula.
BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing
WEBS 4 X 2 SYP No.3 surface.
3) This truss has been designed with ANSI/TPI
BRACING 1-1995 criteria.
TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at
Sheathed or 6-0-0 oc pudins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD nails. Strongbacks to be attached to walls at their
Rigid ceiling directly applied or 10-0-0 oc bracing. outer ends or restrained by other means.
REACTIONS (lb/size) LOAD CASE(S)
P = 875/0-3-8 Standard
1 875/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
P-Q = -42 A-Q = -42
I-R = -42 H-R = 42
A-B = -2 B-C = -1349
C-D = -2055 D-E = -2252
E-F = -2055 F-G = -1349
G-H = -2
BOT CHORD
O-P = 817 N-0 = 1838
M-N = 2252 L-M = 2252
K-L = 2252 J-K = 1838
I-i = 817
WEBS
G-1 = -1153 B-P = -1153
G-J = 791 B-0 = 791
F-J = -727 C-0 = -727
F-K = 322 C-N = 322
E-K = -286 D-N = -286
D-M = 16 E-L = 16
NOTES
1) This truss has been checked for unbalanced loading APR 3 Zook
conditions.
Job I Truss Truss Type Qty Ply 03086 -- STONEBROOK 11 @ SANFORD / SBO
03086_ i F5 FLOOR
Trussway Ltd., Orlando, Fl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:46 2001 Page 1
Scale = 1: 19.6
1 .5x3 11 3x3 = 3x3 = 1.50 11 1.5x3 11 3x3 = 3x3 = 150 11
A B C D E F
T1
G H
P
W1 W WI VI 9
EL1 E 19
M L K
3x5 = 3x3 = 3x3 = 3x3 3x3 = 3x5
2-9-0 5-3-0 6-4-0 8-10-0 11-7-0
2-9-0 2-" 1-1-0 2-6-0 2-"
Plate Offsets (X,Y): [1:0-2-0,Edqel, [N:0-2-0.Edoel
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.04 L >999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.06 L >999
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0,02 1 n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defi = 360 Weight: 66 lb
LUMBER 3) Recommend 2x6 strongbacks, on edge, spaced at
TOP CHORD 4 X 2 SYP No.2ND 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD 4 X 2 SYP No.2ND nails. Strongbacks to be attached to walls at their
WEBS 4 X 2 SYP No.3 outer ends or restrained by other means.
BRACING LOAD CASE(S)
TOP CHORD Standard
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS (lb/size)
N 70710-3-8
1 = 707/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
N-0 = -37 A-0 = -37
I-P = -37 H-P = -37
A-B = -2 B-C = -1025
C-D = -1462 D-E = -1462
E-F = -1462 F-G = -1025
G-H = -2
BOT CHORD
M-N = 655 L-M = 1351
K-L = 1462 J-K = 1351
I-i = 655
WEBS
G-1 = -924 B-N = -924
G-J = 550 B-M = 550
F-J = -485 C-M = -485
F-K = 161 C-L = 161
D-L = -91 E-K = -91
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSIfTPI 1-1995
criteria. APR 3
i Job Truss
i
103086 IF6
4x6 11
A B
Truss Type City Ply 103086 - STONEBROOK 11 ( Z
FLOOR
o tiorlal
4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue
1-0-8
3x3 = 3x3
C D 3x3 = E
0-4-0 1-8-8 2-11-8 4-3-0 5-M 8-3-0
0-4-0 14-8 1-3-0 1-3-8 1-3-0 2-9-0
LOADING (psf) SPACING 2-0-0
TOLL 60.0 Plates Increase 1,00
TCDL 27.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code SBC/ANSI95
LUMBER
TOP CHORD 4 X 2 SYP No.2ND
BOT CHORD 4 X 2 SYP No.2ND
WEBS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracfhg.
REACTIONS (lb/size)
G = 723/0-3-8
A = 734/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
A-L = 13 G-M 45
F-M = -45 A-B 653
B-C = -640 C-D 1257
D-E = -1073 E-F 3
BOT CHORD
K-L = 0 J-K 1257
I-i = 1257 H-1 1257
G-H = 811
WEBS
E-G = -1045 A-K 824
E-H = 351 C-K 812
D-H = -243 C-J 113
D-1 = -85
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSI/TPI 1-1995
criteria.
CS1 DEFL in loc) I/clefi
TC 0.60 Vert(-L) 0.03 H-1 >999
BC 0.53 Vert(TL) 0.05 H-1 >999
WB 0.33 Horz(TL) 0.01 G n/a
Matrix) 1st LC LL Min I/defi = 360
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES
M20
Weight: 44 lb
Scale= 1:1 3.5
1.5x3
F
GRIP
249/190
3X5 =
Job I Truss Truss Type Oty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO
03086 F7 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4,201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:57 2001 Page I
1-3-0 1-9-0
Scale = 1:127
1.5x3 11 3x3 = 1.5x3 11 3x3 = 1.50 11
A B C D E
BL'
B
H G 3x3
1.5x3 11 2
3x5 = 3x5
1-6-0 3-6-0 6-3-0
1-" 2-" 2-9-0
Plate Offsets (X,Y): [17:0-3-8,Edgel, (1:0-3-8,Edgel
LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40,0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.03 F-G >999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.05 F-G >999
BCLL 0.0 Rep Stress Incr YES WB 011 Horz(TL) 0.00 F n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 37 lb
LUMBER 4) Recommend 2x6 strongbacks, on edge, spaced at
TOP CHORD 4 X 2 SYP No.2 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD 4 X 2 SYP No.2 nails. Strongbacks to be attached to walls at their
WEBS 4 X 2 SYP No.3 outer ends or restrained by other means.
BRACING LOAD CASE(S)
TOP CHORD Standard
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
1 371/0-3-8
F 371/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
I-i = -24 A-J = -24
F-K = -52 E-K = -52
A-B = -1 B-C = -380
C-D = -380 D-E = -2
BOT CHORD
H-1 = 380 G-H = 380
F-G = 293
WEBS
D-F = -412 B-1 = -524
D-G = 125 B-H = 82
C-G = -90
NOTES
1) This truss has been checked for unbalanced loading
conditions,
2) Bearing at joint(s) 1, F considers parallel to grain
value using ANSI/TPI 1-1995 angle to grain formula.
Building designer should verify capacity of bearing Asurface.
3) This truss has been designed with ANSI/TPI 1-1995
criteria.
APR 3
Job Truss Truss Type Qty Ply 103086 - STONEBROOK 11 @ SANFORUD7S-B-0-
03086 F8 FLOOR 1 1
optional)
Trussway Ltd., Orla-n—doFl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:09:12 2001 Page 1
0*0
Scale = 1:27.3
1 .50 11
3x3 48 3x5 3X3 11.50 11 3x3 3x5 z-- 4x8 3x3X311
A B C F GDET1Z H I i
W5 9ci
R Q
EX
P 0 N M L V
4x6 = 1.5x3 11 4x6 = 3x5 = 30 = 3x5 = 4x6 = 1 :5X3 11 4x6
3x3
tTPStP vowf-3
1-6-0 2-10-8 5-4-8 7-10-8 0-3-4 10-9-8 13-3-8 14-8-0 16-2-0
1-6-0 1-4-8 2-6-0 2-" 2-" 2-" 1-4-8 1-"
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP
TCLL 100.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.41 P >460 M20 249/190
TCDL 27.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.56 P >341
BCLL 0A Rep Stress Incr YES WB 0A5 Horz(TL) 0.12 K n/a
BCDL &0 Code SEIC/ANSI95 Matrix) 1st LC LL Min Well = 360 Weight: 98 lb
LUMBER 2) Bearing at joint(s) T, K considers parallel to grain
TOP CHORD 4 X 2 SYP SS value using ANSI/TPI 1-1995 angle to grain formula.
BOT CHORD 4 X 2 SYP SS Building designer should verify capacity of bearing
WEBS 4 X 2 SYP No.3 surface.
3) This truss has been designed with ANSIrrPI
BRACING 1- 1995 criteria.
TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at
Sheathed or 4-6-1 oc purlins, except end verticals. 10-0-0 oc and,fastened to each truss with 3-160
BOT CHORD nails, Strongbacks to be attached to wells at their
Rigid ceiling directly applied or 1 D-0-0 oc bracing. outer ends or restrained by other means.
REACTIONS (lb/size) LOAD CASE(S)
T 2165/0-3-8 Standard
K 216510-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
A-T = -121 J-K = -121
A-B = 7 B-C = -4202
C-D = -6632 D-E = -7574
E-F = -7574 F-G = -7574
G-H = -6632 H-1 = -4202
I-i = 7
BOT CHORD
S-T = 2583 R-S = 2583
Q-R = 5825 P-Q = 7395
O-P = 7574 N-0 = 7395
M-N = 5825 L-M = 2583
K-L = 2583
WEBS
B-T = -3289 B-S = 12
B-R = 2169 C-R = -2146
C-Q = 1085 D-Q = -1026
I-K = -3289 I-L = 12
I-M = 2169 H-M = -2146
H-N = 1085 G-N = -1026
G-0 = 236 F-0 = -132
D-P = 236 E-P = -132
NOTES
1}This truss has been checked for unbalanced loading
conditions.
Job Truss Truss Type I Oty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO
03086 F9 FLOOR 1 1
o tional
Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Mon Apr 30 12:17:14 001 Page 1
Scale = 1:24.9
3x3 = 4x7 = 3x4 = 3x3 = 3x3 = 3x4 = 47 = 3x3
A B C D
Tj
AZ
9
7V Ri
rs
Q P 0 N M L K
46 = 1.5x3 11 4x5 = 3x4 = 1.5x3 11 1.5x3 11 3x4 = 4x5 = 1,50 11 4x6
V41 Owr tt)fTAL-k- -TkAO-PJ e- 9 U V%5 t Vf, Vo,,J fQ
2-10-8 5-4-8 7-10-8 §1 9-4-8 11-10-8 14-9-0
2-10-8 2-6-0 2-" 0-3-0 1-3-0 2-6-0 2-10-8
Plate Offsets [I:Edqe,0-1-81
LOADING (psf) SPACING 2.0-0 CS1 DEFL in (loc) I/def! PLATES GRIP
TCLIL 100.0 Plates Increase 1.00 TC; 0.97 Vert(LL) -0.30 M-N >584 M20 249/190
TCDL 27.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.40 M-N >432
BCLIL 0.0 Rep Stress Incr YES WB 0.39 Horz(TQ 0.09 1 n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/def! - 360 Weight: 89 lb
LUMBER 2) This truss has been designed with ANSt/TPI
TOP CHORD 4 X 2 SYP No.1 1-1995 criteria,
BOT CHORD 4 X 2 SYP SS 3) Recommend 2x6 strongbacks, on edge, spaced at
WEBS 4 X 2 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
BRACING outer ends or restrained by other means.
TOP CHORD
Sheathed or 3-7-9 oc purlins, except end verticals. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
R 1973/0-3-8
1 1973/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
A-R = -122 H-1 = -122
A-B = 7 B-C = -3748
C-D = -5732 D-E = -6302
E-F = -5732 F-G = -3748
G-H = 7
BOT CHORD
Q-R = 2338 P-Q = 2338
O-P = 5154 N-0 = 6302
M-N = 6302 L-M = 6302
K-L = 5154 J-K = 2338
I-i = 2338
WEBS
B-R = -2977 B-P = 1888
C-P = -1860 C-0 = 778
D-0 = -750 G-I - -2977
G-K = 1888 F-K = -1860
F-L = 778 E-L = -750
E-M = 17 B-Q = 12
G-J = 12 D-N = 17
NOTES
1) This truss has been checked for unbalanced loading
conditions,
03086 IF10
ay Ltd., Orlando, F
i 1-3-0
FLOOR 1 1
4.201 SR1 s Oct
1-3-0
jrktS sm - U0
4x8 = 3x5 = 1.5x3 11
C!Vo r4o-C
e5: vo anf
2-9-0 4-0-0 5-6-0 8-0-0
2-9-0 1-3-0 1-6-0 2-"
LOADING (psf) SPACING 2-0-0
TCLL 100.0 Plates Increase 1.00
TCDL 27.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code SBC/ANS195
LUMBER
TOP CHORD 4 X 2 SYP No.2ND
BOT CHORD 4 X 2 SYP No.2ND
WEBS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 5-8-7 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
M = 1418/0-3-8
H - 1418/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
A-M = -99 G-H 98
A-B = 0 B-C 2400
C-D = -3243 D-E 3243
E-F = -2409 F-G 0
BOT CHORD
L-M = 1585 K-L 3243
J-K = 3243 I-J 3159
H-1 = 1592
WEBS
F-H = -2057 B-M 2048
F-1 = 1100 B-L 1097
E-1 = -1009 C-L 1110
E-J = 111 C-K 79
D-J = -94
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSI/TPI 1-1995
criteria.
CSI DEFL in loc) 1/defl
TC 0.88 Vert(LL) 0.13 I-J >965
BC 0.95 Vert(TL) 0.18 I-J >696
WB 0.44 Horz(TL) 0.05 H n/a
Matrix) 1 st LC ILL Min I/deft = 360
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
3x5 =
Scale = 1:18.0.
48 =
2-9-0
PLATES GRIP
M20 249/190
Weight: 58 lb
APR 3 0 2001
Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 Co) SANFORD / SBO
03086 F11 FLOOR 1 1
optional)
Trussway Ltd., Orlando, A 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:23 2001 Page 1
1-3-0 1-0-0
1
T , 'Me-
Scale = 1:11.6
1.50 II 1.5x3 II
A2x3 II B3x3 = C D E3x3 = Fjx3 II
O
M
I H 3x3 =
3x3 =
3x6 = APT 13.trk —%l T.b' !J 3x6 =
2-9-0 4-0-0 6-9-0
2-9-0 1-3-0 2-9-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TOLL 100.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.02 1 >999 M20 249/190
TCDL 27.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.03 I-J >999
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 G n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft= 360 Weight: 39 lb
LUMBER
TOP CHORD 4 X 2 SYP No.2ND
BOT CHORD 4 X 2 SYP No.2ND
WEBS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
J = 878/0-3-8
G = 878/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
A-J = -140 F-G = -140
A-B = 0 B-C = -1255
C-D = -1255 D-E = -1255
E-F = 0
BOT CHORD
I-J = 877 H-1 = 1255
G-H = 877
WEBS
E-G = -1133 B-J = -1133
E-H = 497 B-1 = 497
C-1 = -292 D-H = -292
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSI/TPI 1-1995
criteria.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d nails.
Strongbacks to be attached to walls at their outer ends
or restrained by other means.
LOAD CASE(S)
Standard i Y F
Job Truss Truss Type Qly Ply 03086-STONEBR O-Kni-(6--94WO R D S BO
03086 F12 FLOOR
t
1 1 1
ootional)
Trussway Ltd., Orlando, Fl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:27 2001 Page 1
1-3-0 1-0-0
Scale= 1:11.0
3x3 = 1.5x3 11 2x6
A
2x6 =
B c D 3x3 = E
N 1 K N 1Nl fz Z:!! A
I H G 3x3
1
3x5 tip-ir (1j—CrT*LA— —TL I, low4 Ir'-V Lto t V'e' v4piloo 3x5
1-6-0 2-9-0 5-6-0
1-" 1-3-0 2-M
Plate Offsets KY): [12:0-3-0,Edael, [F:0-2-0,Edge, [1:0-2-0,Edgel
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defi PLATES GRIP
TCLL 100.0 Plates Increase 1.00 TC 0,46 Vert(LL) -0,03 F-G >999 M20 249/190
TCDL 27.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.05 F-G >999
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 F n/a
BCDL 8.0 Code SBC/ANS195 Matrix) list LC LL Min I/clefi = 360 Weight: 32 Ib
LUMBER 4) Recommend 2x6 strongbacks, on edge, spaced at
TOP CHORD 4 X 2 SYP No.2 10-0-0 oc and fastened to each truss with 3-1 6d
BOT CHORD 4 X 2 SYP No.2 nails, Strongbacks to be attached to walls at their
WEBS 4 X 2 SYP No,3 outer ends or restrained by other means.
BRACING LOAD CASE(S)
TOP CHORD Standard
Sheathed or 5-6-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
1 709/0-3-8
F = 709/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
A-1 = -118 E-F = -130
A-B = 0 B-C = -776
C-D = -776 D-E = 0
BOT CHORD
H-1 = 776 G-H = 776
F-G = 670
WEBS
D-F = -866 B-1 = -985
D-G = 140 B-H = 104
C-G = -126
NOTES
1) This truss has been checked for unbalanced loading
conditions,
1 2) Bearing at joint(s) 1, F considers parallel to grain
value using ANSI(TPI 1-1995 angle to grain formula.
Building designer should verify capacity of bearing
surface.
3) This truss has been designed with ANSI[TPI 1-1995
criteria. APR 3
Job Truss Truss Type City Ply 03086 - STONEBROOK 11 @ SANFORD / SBO
03086 F13 FLOOR 1 1 1
I (optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:31 2001 Page 1
1-3-0 1-3-0
Scale = 1:22.5
1.5x3 11 3x3 = 3x3 = 1 .5x3 11 3x3 = 3x3 = 3x3 = 1.50 11
A B C D E F G H
D Q
C V1 9
EL1 EW 19
1 T
N M L K
3x5 = 3x3 = 3x3 = 11.50 11 3x3 = 3x3 = 3x5
2-9-0 5-3-0 6-9-0 8-0-0 10-" 13-3-0
2-9-0 2-6-0 1-" 13-0 2-" 2-9-0
Plate Offsets (X,Y): [1:0-2-0,Ede l, [0:0-2-0,Edoel
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.09 K-L 999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.14 K-L 999
BCLL 0.0 Rep Stress Incr YES WS 028 Horz(TL) 0.03 1 n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 73 lb
LUMBER 2) This truss has been designed with ANSIITPI
TOP CHORD 4 X 2 SYP No.2ND 1-1995 criteria.
BOT CHORD 4 X 2 SYP No.2ND 3) Recommend 2x6 strongbacks, on edge, spaced at
WEBS 4 X 2 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d
nails, Strongbacks to be attached to walls at their
BRACING outer ends or restrained by other means.
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals. LOAD CASE(S)
BOT CHORD Standard
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
0 812/0-3-8
1 812/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
O-P = -35 A-P = -35
1-0 = -43 H-Q = -43
A-13 = -2 B-C = -1217
C-D = -1910 D-E = -1910
E-F = -1820 F-G = -1230
G-H = -2
BOT CHORD
N-0 = 758 M-N = 1650
L-M = 1910 K-L = 1910
J-K = 1668 I-J = 752
WEBS
G-1 = -1061 B-0 = -1070
G-J = 710 B-N = 682
F-J = -652 C-N = -643
F-K = 226 C-M = 376
E-K = -130 D-M = -170
E-L = -78
NOTES
1) This truss has been checked for unbalanced loading
conditions.
Job Truss Truss Type City Ply 03086 - STONEBROOK 110) SANFORD / SBO
03086 F14 FLOOR 1 1
optional)
Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:36 2001 Page 1
Scale = 1:25.9
1.50 11 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 1.50 11
A B C D E F
T I
G H
R
L
W1
R I
W1
8
0 N M L K
3x5 = 3x4 = 3x3 = 1.50 11 1.50 11 3x3 = 3x4 = 3x5
2-9-0 5-3-0 6-" 8-" 1 0-M 12-" 15-3-0
t
2-9-0 2-" 1-3-0 2-3-0 1-3-0 2-" 2-9-0
Plate Offsets Kyj. LL1:0 2.0-2-00 Edgel, [P:0-2-0,Edoel LOADING (psf)
SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP TCLL 40.
0 Plates Increase 1.00 TC 0A0 Vert(LL) -0A2 L-M >999 M20 249/190 TCDL 15.
0 Lumber Increase 1.00 BC 0Z8 Vert(TL) -0.19 L-M >959 BCLL 0.
0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.05 1 n/a BCDL 8.
0 Code SBCIANS195 Matrix) 1st LC LL Min I/defi = 360 Weight: 82 lb LUMBER 2)
This truss has been designed with ANSVTPI TOP CHORD
4 X 2 SYP No.2ND 1-1995 criteria. BOT CHORD
4 X 2 SYP No.2ND 3) Recommend 24 strongbacks, on edge, spaced at WEBS 4
X 2 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks
to be attached to walls at their BRACING outer
ends or restrained by other means. TOP CHORD
Sheathed or
6-0-0 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD
Standard Rigid ceiling
directly applied or 10-0-0 oc bracing. REACTIONS (lb/
size) P 938/
0-3-8 1 938/
0-3-8 FORCES (lb) -
First Load Case Only TOP CHORD
P-Q = -
41 A-Q = -41 I-R = -
41 H-R = -41 A-B = -
2 B-C = -1469 C-D = -
2291 D-E = -2556 E-F = -
2291 F-G = -1469 G-H = -
2 BOT CHORD
O-P =
881 N-0 = 2013 M-N =
2556 L-M = 2556 K-L =
2556 J-K = 2013 I-J =
881 WEBS G-
1 = -
1243 B-P = -1243 G-J =
874 B-0 = 874 F-J = -
810 C-0 = -810 F-K =
413 C-N = 413 E-K = -
384 D-N = -384 D-M =
27 E-L = 27 NOTES 1)
This
truss has been checked for unbalanced loading conditions. APR
3
Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD I SBO
IF1503086 FLOOR 1 1 jopticinofloral
Trussway Ltd., Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Mon Apr 30 12:09:17 2001 Page 1
1-3-0 1-6-0
Scale = 1:29.4
1.50 11 4x4 3x3 3x3 1,50 11 1.50 11 3x3 3x3 4x41.50 11
TI----
T 9
Q P 0 N M L
46 = 4x4 = 3x3 = 3x3 = 3x3 = 3x3 = 4x4 = 46
2-9-0 5-3-0 7-9-0 1 9-" 12-" 14-" 17-3-0
2-" 2-" 2-" 1-9-0 2-6-0 2-" 2-9-0
I Plate Offsets MY): [K:0-4-8,Edqel, [R:0-4-8.Edoel
I LOADING (psf) SPACING 2-0-0 CS1 DEFL in (too) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.19 N-0 999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.30 N-0 688
BCLL 0.0 Rep Stress [nor YES WB 0.42 Horz(TL) 0.07 K n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 93 lb
LUMBER
TOP CHORD 4 X 2 SYP No.2ND
BOT CHORD 4 X 2 SYP No.2ND
WEBS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
R 1064/0-3-8
K = 1064/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
R-S 42 A-S 41
K-T 42 J-T 41
A-6 2 B-C 1708
C-D 2762 D-E 3287
E-F 3287 F-G 3287
G-H 2762 H-1 1708
I-i 2
BOT CHORD
Q-R 1006 P-0 2368
O-P 3119 N-0 3287
M-N 3119 L-M 2368
K-L 1006
WEBS
I-K 1420 B-R 1420
I-L 1043 B-Q 1043
H-L 982 C-Q 982
H-M 585 C-P 585
G-M 531 D-P 531
G-N 243 D-0 243
E-0 143 F-N 143
2) Bearing at joint(s) R, K considers parallel to grain
value using ANSIrTPI 1-1995 angle to grain formula.
Building designer should verify capacity of bearing
surface.
3) This truss has been designed with ANSIfTPI
1-1995 criteria.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
NOTES
1) This truss has been checked for unbalanced loading APR 3conditions.
I
Job Truss Truss Type Qty Ply 03086 - STONEBROOK II @ SANFORD / SBO
03086 F20 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek industries, Inc. Tue Apr 24 17:06:45 2001 Page 1
1-3-0 — 1f---90 — 1
Scale = 1:27.7
1.5x3 11 3x5 = 3x3 = 3x3 = 1.5x3 II 3x3 = 3x3 = 3x5 = 1.50 11
A B C D E F G
Tj
H I
R S o
1 1
P O N M L K
4x6 = 3x5 = 3x3 = 1.50 II 3x3 = 3x3 = 3x5 = 46 =
2-9-0 5-3-0 6-6-0 8-6-0 11-0-0 13-6-0 16-3-0
2-9-0 2-6-0 1-3-0 2-0-0 2-6-0 2-6-0 2-9-0
Plate Offsets X Y : J:0-4-8 Ede Q:0-4-8 Ed e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.17 L-M >999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.28 L-M >697
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 J n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 88 lb
LUMBER 2) Bearing at joint(s) Q, J considers parallel to grain
TOP CHORD 4 X 2 SYP No.2ND value using ANSVTPI 1-1995 angle to grain formula.
BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing
WEBS 4 X 2 SYP No.3 surface.
3) This truss has been designed with ANSI/TPI
BRACING 1-1995 criteria.
TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at
Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD nails. Strongbacks to be attached to walls at their
Rigid ceiling directly applied or 10-0-0 oc bracing. outer ends or restrained by other means.
REACTIONS (lb/size) LOAD CASE(S)
Q = 1001/0-3-8 Standard
J = 100110-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
Q-R = -40 A-R = -40
J-S = -41 I-S = 41
A-B = -2 B-C = -1588
C-D = -2529 D-E = -2893
E-F = -2893 F-G = -2534
G-H = -1586 H-1 = -2
BOT CHORD
P-Q = 946 O-P = 2183
N-O = 2893 M-N = 2893
L-M = 2826 K-L = 2192
J-K = 943
WEBS
H-J = -1331 B-Q = -1335
H-K = 956 B-P = 954
G-K = -900 C-P = -885
G-L = 509 C-O = 513
F-L = -434 D-O = -527
F-M = 96 D-N = 80
E-M = -75
NOTES
1) This truss has been checked for unbalanced loading
conditions. R 1J
Job Truss Truss Type Qty Rly 03086-STONEBROOKII @SANFORD/SBO
03086 F21 FLOOR 1 1
optional)
Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:54 2001 Page 1
1-3-0 1-5-0
Scale = 1:18A
1.50 11 3x3 = 3x3 = 1.50 11 3x3 = 3x3 = 1.50 11
A B C D E F G
0
C
EL1
WI WI WI WI
EL1
I L K J 3x3
3X5 = 3x3 = 1.50 11 3X3 = 3x5
2-9-0 4-0-0 5-8-0 8-2-0 10-11-0
2-9-0 1-3-0 1-8-0 2-6-0 2-9-0
Plate Offsets (X,Y): [H:0-2-0,Edqel, W:0-2-0.Edael
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/def! PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC; 0.38 Vert(LL) -0.04 I-J 999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.08 I-J 999
BCLL 0.0 Rep Stress Incr YES WB 0,20 Horz(TL) 0.02 H n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min Ildefl = 360 Weight: 61 lb
LUMBER 3) Recommend 2x6 strongbacks, on edge, spaced at
TOP CHORD 4 X 2 SYP No.2ND 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD 4 X 2 SYP No,2ND nails, Strongbacks to be attached to walls at their
WEBS 4 X 2 SYP No.3 outer ends or restrained by other means.
BRACING LOAD CASE(S)
TOP CHORD Standard
Sheathed or 6-0-0 oc purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
M = 665/0-3-8
H = 665/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
M-N = -40 A-N = -40
H-0 = -38 G-0 = -38
A-B = -2 B-C = -944
C-D = -1276 D-E = -1276
E-F = -949 F-G = -2
BOT CHORD
L-M = 608 K-L = 1276
J-K = 1276 I-J = 1232
H-1 = 613
WEBS
F-H = -865 B-M = -857
F-I = 499 B-L = 500
E-1 = 421 C-L = -481
E-J = 64 C-K = 55
D-J = -45
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSI/TPI 1-1995
criteria,
APR 3
Job Truss Truss Type Qty Ply 7
03086 - STONEBROOK 11 @ SANFORD / SBO
03086 F22 FLOOR
optional)
Trussway Ltd., Orlando, Fl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc, Tue Apr 24 17:06:57 2001 Page 1
1-3-0 P:2:
Scale = 1:36.8
3x3 = 1.5x3 11 1,5x3 I
1.5x3 11 4x5 = 3x5 = 3x6 FP= 3x3 = 3x3 = 3x3 = 3x3 = 3x5 = 4x5
G H IT9 i K L
z
2 AAj_ B I RX EBII
Y X W v U T S R Q P 0 N
3x5 = 3x6 FP= 3x5 = 3x3 = 3x3 = 3x3 = 3x5 = 4x5 = 3x7
4x5 = 3x6 = 3x6 FP=
2-9-0 5-3-0 7-9-0 1 0-M 113-0, 13-9-0 16-3-0 18-" 21-7-8
2-9-0 2." 2-" 2-" 1-" 2-6-0 2-" 2-" 2-10-8
Plate Offsets (X,Y): [N:0-2-8,Edgel, [Y:0-2-0.Edoel
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.39 S >659 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.61 S >419
BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.12 N n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 120 lb
LUMBER WEBS
TOP CHORD 4 X 2 SYP No.2 L-N = -1836 L-0 = 1396
BOT CHORD 4 X 2 SYP No.2 *Except* K-0 = -1333 K-Q = 953
B2 4 X 2 SYP No.1 J-Q = -903 J-R = 524
WEBS 4 X 2 SYP No.3 I-R = 466 I-S = 153
H-S = -88 G-S = 2
BRACING
TOP CHORD NOTES
Sheathed or 5-5-14 oc purlins, except end verticals. 1) This truss has been checked for unbalanced
BOT CHORD loading conditions.
Rigid ceiling directly applied or 10-0-0 oc bracing. 2) This truss has been designed with ANSVTPI
1-1995 criteria.
REACTIONS (lb/size) 3) Recommend 2x6 strongbacks, on edge, spaced at
Y 1336/0.3-8 10-0-0 oc and fastened to each truss with 3-16d
N = 1329/0-3-8 nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
FORCES (lb) - First Load Case Only
TOP CHORD LOAD CASE(S)
Y-Z = -41 A-Z = -41 Standard
N-AA = -41 M-AA = -36
A-B = -2 B-C = -2224
C-D = -3776 D-E = -3776
E-F = -4750 F-G = -5185
G-H = -5186 H-1 = -5186
I-J = -4767 J-K = -3807
K-L = -2269 L-M = -4
BOT CHORD
X-Y = 1278 W-X = 3127
V-W = 3127 LI-V = 4391
T-U = 5071 S-T = 5185
R-S = 5081 Q-R = 4415
P-Q = 3166 O-P = 3166
N-0 = 1330
WEBS
B-Y = -1805 B-X = 1406
C-X = -1343 C-V = 964
E-V = -914 E-Ll = 534
F-U = -477 F-T = 165
G-T = -93
APR 3
Job Truss Truss Type Qty I Ply 03086 - STONEBROOK 11 @ SANFORD / SBO
03086 F23 FLOOR
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:05 2001 Page 1
Scale = 1:20,8
3x6 11 3x3 = 3x3 = 1.5x3 I i 3x3 = 3x3 = 1.50
A B G D E F
T')
G H
I Tb i I
W5
P
WI WI 9
EL1 19
0 N M L K
1.50 11 3x4 = 3x3 = 1.5x3 11 3x3 = 3x3 = 3x5
Q-3-8 1-8-0 4-2-0 5-5-0 7-0-0 9-8_0 12-3-0
0-38 1-4-8 2-" 1-3-0 1-7-0 2-" 2-9-0 Plate
Offsets (KY): [1:0-2-0,Edoel LOADING (
psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP TCLL
40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.05 L >999 M20 249/190 TCDL
15.0 Lumber Increase 1,00 BC 0.42 Vert(TL) -0.07 L >999 BCLL
0,0 Rep Stress Incr YES WB 0.34 Horz(TL) 0,00 1 n1a BCDL
8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 67 lb LUMBER
3) Recommend 2x6 strDngbacks, on edge, spaced at TOP
CHORD 4 X 2 SYP No,2 10-0-0 oc and fastened to each truss with 3-16d BOT
CHORD 4 X 2 SYP No.2 nails, Strongbacks to be attached to walls at their WEBS
4 X 2 SYP No.3 outer ends or restrained by other means, 4)
Gap between inside of top chord bearing and first BRACING
diagonal or vertical web shall not exceed 0.500in. TOP
CHORD 5) CAUTION, Do not erect truss backwards. Sheathed
or 6-0-0 oc purlins, except end verticals. BOT
CHORD LOAD CASE(S) Rigid
ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS (
lb/size) 1 =
735/0-3-8 A
742/0-3-0 FORCES (
lb) - First Load Case Only TOP
CHORD A-
0 = 6 I-P - -36 H-
P = -36 A-B = -613 B-
C = -606 C-D = -1366 D-
E = -1577 E-F = -1577 F-
G = -1076 G-H = -2 BOT
CHORD N-
0 = 0 M-N = 1126 L-
M = 1577 K-L = 1577 J-
K = 1430 I-J = 682 WEBS
G-
1 = -962 A-N = 858 G-
J = 585 C-N = -772 F-
J = -526 C-M = 357 F-
K = 214 D-M = -306 D-
L = -5 E-K = -107 NOTES
1)
This truss has been checked for unbalanced loading conditions.
2)
This truss has been designed with ANSI/TPI 1-1995 criteria,
Job Truss Truss Type Qty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO
03086 F24 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:10 2001 Page I
1-3-0 1-8-4 1512
Scale = 1:46.3
3x3 = 3x3 = 1.50 11 1.50 11 3x3
1.5x3 11 3x3 = 3x3 = 3x3 = 3x6 FP= 44 = 3x3 11 3x4 = 3x3 = 3x3 = 1.50 1!
A B C
T1
E F G H I i K T9 L M N 0 P
AFB2 2 1 AF
AD AC AB AA z Y X W v U T S R Q
3x5 = 3x3 = 3x3 = 30 = 4x4 = 3x6 FP= 3x4 = 3x3 = 3x3 = 30 = 3x5
1.50 11 1.50 11 3x6 =
2-9-0 5-3-0 6-" 8-5-4 9-8-4, 12-2-4 14-9-12 17-5-4 19-11-4 21-" 24-2-0 26-11-0
2-9-0 2-" i-m 1-11-4 1-3-0 2-" 2-7-8 2-7-8 2-" 1 -8-12 2-" 2-9-0
Plate Offsets (X,Y): [Q:0-2-0,Edgel, [AD:0-2-0.Edoel
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -01 1AA-AB >999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0. 1 8kA-AB >983
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 0 n/a
BCDL 8.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 145 lb
LUMBER BOT CHORD
TOP CHORD 4 X 2 SYP No.2ND V-W = -450 U-V = 450
BOT CHORD 4 X 2 SYP No.2ND T-U = 589 S-T = 976
WEBS 4 X 2 SYP No.3 R-S = 1042 Q-R = 548
WEBS
BRACING I-W = -98 B-AD = -1037
TOP CHORD H-W = -1372 B-AC = 691
Sheathed or 6-0-0 oc purlins, except end verticals, H-X = 996 C-AC = -637
BOT CHORD F-X = -936 C-AB = 197
Rigid ceiling directly applied or 10-0-0 oc bracing, F-Y = 572 D-AB = -71
Except: E-Y = -629 D-AA = -108
6-0-0 oc bracing: W-X,U-W,T-U. E-Z = 153 O-Q = -773
J-W = -1170 O-R = 418
REACTIONS (lb/size) J-U = 780 N-R = -316
AD = 797/0-3-8 K-U = -765 N-S = -95
Q = 599/0-3-8 K-T = 560 L-T = -290
W 1951/0-3-8 M-S = 16
Max Grav
AD = 824(load case 2) NOTES
0 = 660(load case 3) 1) This truss has been checked for unbalanced
W = 1951 (load case 1) loading conditions.
2) This truss has been designed with ANSIITPI
FORCES (lb) - First Load Case Only 1-1995 criteria.
1 TOP CHORD 3) Recommend 2x6 strongbacks, on edge, spaced at
AD-AE = -44 A-AE = -44 10-0-0 oc and fastened to each truss with 3-16d
Q-AF = -39 P-AF = -39 nails. Strongbacks to be attached to walls at their
A-B = -2 B-C = -1201 outer ends or restrained by other means.
C-D = -1762 D-E = -1811 4) CAUTION, Do not erect truss backwards,
E-F = -1377 F-G = -362
G-H = -362 H-1 = 1278 LOAD CASE(S)
I-i = 1278 J-K = -74 Standard
K-L = -976 L-M = -976
M-N = -976 N-0 = -829
O-P = -2
BOT CHORD
AC -AD = 736 AB -AC = 1629
AA -AB = 1811 Z-AA = 1811
Y-Z = 1811 X-Y = 992
Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO
03086 F25 FLOOR 1 1
Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek industries, Inc, Mon Apr 30 12:12:12 2001 Page 1
4:2:2i I160 ot8 4
3x3
1.5x3 11
A B
el I. IIII I II " II
I "
I I+1-s 1 Ill\
JJ
AH
3x5
3x3 = 3x3 = 6x6
3x3 = 3x3 = 1.5x3 11 3x6 FP= 6x6 =
C D E F G H I J—K L
AG AF AE AD
3X3 = 3X3 = 3x3
1.5X3 11
AC AB AA Z Y X
3x6 FP= 1.5x3 11 4x4
3x3 = 4x4 = 1.5x3 11
1.5x3 11
3x3 = 3x3 = 3x3
M
To
N 0 P
W V U
3x3 = 3x3
1.5x3 II
T
3x3
Scale = 1:46.3
3x3
1.5x3 11
Q R
1 AJ 1c;1
S
3x5
15-0-0
2-9-0 5-3-0 6-" 8-3-0 10-9-0 14-7-8 14-4-326-4-8 18-10-8 20-1-8, 21 24-2-0 26-11-0
2-" 2-" 1-3-0 1-9-0 2-" 3-10-8 0-'2-4 1-4-8 2-" 1-3-0, 1-" 2-" 2-9-0
0-2-4
LOADING (psf) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 15.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code SBC/ANS195
LUMBER
TOP CHORD 4 X 2 SYP No.2ND
BOT CHORD 4 X 2 SYP No.2ND
WEBS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)
AH = 78410-3-8
S = 587/0-3-8
1 = 1089/0-3-8
K 886/0-3-8
Max Grav
AH = 81 0(load case 2)
S = 641 (load case 3)
J = 1205(load case 2)
K = 990(load case 3)
FORCES (lb) - First Load Case Only
TOPCHORD AH-
Al = "45 A -Al = -45 S-
AJ = -39 R-AJ = -39 A-
B = -2 B-C = -1177 C-
D = -1714 D-E = -1749 E-
F = -1749 F-G = -905 G-
H = -905 H-1 = 357 I-
i = 347 J-K = 1233 K-
L = 478 L-M = 489 M-
N = -530 N-0 = -W O-
P = -948 P-Q = -805 Q-
R = -2 BOT
CHORD 1
AG-AH = 723 AF-AG = 1594 AE-
AF = 1749 AD-AE = 1749 AC -
AD = 1393 CS1
DEFL in (loc) I/defi TC
0.45 Vert(LL) -0.11AE-AF >999 BC
0.80 Vert(TL) -0.17AE-AF >999 WB
0.50 Horz(TL) 0.04 S n/a Matrix)
1 st LC LL Min I/defl = 360 BOT
CHORD AB -
AC = 408 AA -AB = 408 Z-
AA = -1233 Y-Z = -1233 X-
Y = -1233 W-X = 145 V-
W = 948 U-V = W T-
U = 1012 S-T = 536 WEBS
J-
Z = 46 K-Y = -23 B-
AH = -1019 J-AA = 1238 B-
AG = 675 H-AA = -1137 C-
AG = -620 H-AC = 739 C-
AF = 179 F-AC = -725 D-
AF = -50 F-AD = 516 D-
AE = -114 E-AD = -240 O-
S = -756 K-X = 1051 Q-
T = 400 M-X = -943 P-
T = -307 M-W = 573 P-
U = -92 N-W = -605 N-
V = 117 O-U = 21 NOTES
1)
This truss has been checked for unbalanced loading
conditions, 2)
This truss has been designed with ANSI/TPI 1-
1995 criteria. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-16d nails.
Strongbacks to be attached to walls at their outer
ends or restrained by other means. 4)
Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.500in. 5)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
PLATES
GRIP M20
249/190 Weight:
147 lb APR
3 0 ZOO'
Job Truss Truss Type Oty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO
03086 F26 FLOOR 1 1
1
I (optional)
russway Ltd., Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:27 2001 Page
1-3-0 1-2-8
Scale = 1:13.0
1.5x3 11 3x3 = 1.50 11 1.5x3 11 3x3 = 1.50 11
A B C D E F
I
T!
K
IN, IV,
O
q BLI IlL
H 3x3
3x3
3x5 = 3x5
2-9-0 4-2-8 6-11-8
2-9-0 1-5-8 2-9-0
Plate Offsets KY): [13:0-2-0,Edgel, [J:0-2-0,Edge]
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0,10 Vert(LL) -0.01 1 999 M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.02 I-J 999
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 G n/a
BCOL 8.0 Code SBCIANS195 Matrix) 1st LC LL Min I/defi = 360 Weight 41 lb
LUMBER
TOP CHORD 4 X 2 SYP No.2ND LOAD CASE(S)
BOT CHORD 4 X 2 SYP No.2ND Standard
WEBS 4 X 2 SYP II
BRACING
TOP CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
1 416/0-3-8
G 416/0-3-8
FORCES (lb) - First Load Case Only
TOP CHORD
J-K = -58 A-K = -58
G-L = -58 F-L = -58
A-B = -3 B-C = -510
C-D = -510 D-E = -510
E-F = -3
BOTCHORD
1-i = 342 H-1 = 510
G-H = 342
WEBS
E-G = -480 B-J = -480
E-H = 244 B-1 = 244
C-1 = -142 D-H = -142
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSI/TPI 1-1995
criteria.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d nails.
Strongbacks to be attached to walls at their outer ends
or restrained by other means. APR 3
Job Truss Truss Type Qty I Ply 103086 - STONEBROOK 11 @ SANFORD / SBO
03086 F27 FLOOR
optional)
Trussway Ltd., Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:31 2001 Page 1
Scale = 1:16.3
4x6 11 3X3 = 1.50 11 3x3 = 1,50 11
A B C D E3x3 =
TO
F G
I
N
BI
E
M L K i I
1.50 11 3x5 = 3x3 = 11.50 11 30 =
3x5
Q-3-a 1-8-0 4-2-0 5-7-8 6-10-8 9-7&
0-3-8 1-4-8 2-" 1-5-8 1-3-0 2-9-0
Plate Offsets MY): [A:0-I-8,Ede 1.l`H:0-2-0.Edg2j
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 60.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.05 J >999 M20 249/190
TCDL 27.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.07 J >999
BCLL 0.0 Rep Stress Incr YES WB 0A1 Horz(TL) 0.01 H n/a
BCDL 8.0 Code SBC/ANS195 Matrix) list LC LL Min I/defl = 360 Weight: 51 lb
LUMBER 3) Recommend 2x6 strongbacks, on edge, spaced at
TOP CHORD 4 X 2 SYP No.2ND 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD 4 X 2 SYP No.2ND nails. Strongbacks to be attached to walls at their
WEBS 4 X 2 SYP No.3 outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first
BRACING diagonal or vertical web shall not exceed 0.500in.
TOP CHORD 5) CAUTION, Do not erect truss backwards.
Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD LOAD CASE(S)
Rigid ceiling directly applied or 10-0-0 oc bracing. Standard
REACTIONS (lb/size)
H 85810-3-8
A 869/0-3-0
FORCES (lb) - First Load Case Only
TOP CHORD
A-M = 10 H-N = -51
G-N = -51 A-B = -814
B-C = -802 C-D = -1756
D-E = -1756 E-F = -1390
F-G = -3
BOT CHORD
L-M = 0 K-L = 1497
J-K = 1756 I-J = 1756
H-1 = 968
WEBS
F-H = -1247 A-L = 1032
F-I = 568 C-L = -935
E-1 = -482 C-K = 341
D-K = -145 E-J = -49
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) This truss has been designed with ANSI/TPI 1-1995
criteria.
APR 3 0 2001
03086 C4 FLOOR I1 I1
Truss Orlando. FI 4.201 SR1 s Oct 1
1.5x3 11 1.5x3 11 1.50 11
A B C
1.5x3 11
D
3x3 11 1.5x3 11 1.5x3 11 3x3 11
1--
1-4-0 1-5-1P 2-6-0 ?-8-9_ 4-0-0 1
LOADING (psf) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 15.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code SBC/ANSI95
LUMBER
TOP CHORD 4 X 2 SYP No.3
BOT CHORD 4 X 2 SYP No.3
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 4-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
H = 65/4-0-0
E - 65/4-0-0
G - 165/4-0-0
F = 165/4-0-0
FORCES (lb) - First Load Case Only
TOP CHORD
H-1 = -55 A-1 = -55
E-J = -55 D-J = -55
A-B = -9 B-C = -9
C-D = -9
BOT CHORD
G-H = 9 F-G = 9
E-F = 9
WEBS
B-G = -144 C-F = -144
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed with ANSI/TPI 1-1995
1 criteria.
CSI DEFL in (loc) I/defi PLATES
TC 0.13 Vert(LL) n/a n/a M20
BC 0.02 Vert(TL) n/a - n/a
WB 0.03 Horz(TL) 0.00 E n/a
Matrix) 1st LC LL Min I/defl = 360 Weight: 22 lb
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
a
19
Scale = 1:10.1
GRIP
249/190
APR 3 0 2001'
03086 C5 FLOOR (1 1
Trusswav Ltd.. Orlando. FI 4.201 SR1 s Oct 1
K
LOADING (psf)
TCLL 40.0
TCDL 15.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code SBC/ANSI95
LUMBER
TOP CHORD 4 X 2 SYP No.3
BOT CHORD 4 X 2 SYP No.3
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 5-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
J - 62/5-0-0
F = 43/5-0-0
1 - 166/5-0-0
H - 175/5-0-0
G - 139/5-0-0
FORCES (lb) - First Load Case Only
TOP CHORD
J-K = -54 A-K = -54
F-L = -35 E-L = -35
A-B = -6 B-C = -6
C-D = -6 D-E = -6
BOT CHORD
1-J = 6 H-1 = 6
G-H = 6 F-G = 6
WEBS
B-1 = -144 C-H = -152
D-G = -124
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
1.5x3 I I 1.50 11 1.5x3 11 1.50 11 1.5x3 11
A B C D E
3x3 11 1.5x3 11 1.5x3 11 1.50 11 3x3 11
1-4-0 1-6-q 2-8-0 3-6-0 4-M 5-0-0
1.4-0 0-2-0 1-2-0 0-10-0 0-6-0 1-0-0
SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES G
Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a M20 2
BC 0.03 Vert(TL) n/a - n/a
WB 0.03 Horz(TL) 0.00 F n/a
Matrix) 1st LC LL Min I/defl = 360
5) This truss has been designed with ANSI/TPI
1-1995 criteria.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
Weight: 27 lb
APR 3 0 2001
Scale = 1:10.1
RIP
49/190
103086 I C6 I FLOOR 11 11
r
z
s
1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 1.5x3 11
A B C D E F
1—
1-4-0 1-6-p 2-8-0 3-3-0 4-0-0 5-4-0 6-0-0 i
14-0 0-2-0 1-2-0 0-7-0 0-M 1-4-0 0-8-0
LOADING (psf) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 15.0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Cade SBC/ANSI95
LUMBER
TOP CHORD 4 X 2 SYP No.3
BOT CHORD 4 X 2 SYP No.3
WEBS 4 X 2 SYP No.3
I OTHERS 4 X 2 SYP No.3
BRACING
TOP CHORD
1 Sheathed or 6-0-0 oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size)
L = 60/6-0-0
G = 19/6-0-0
K - 170/6-0-0
J - 166/6-0-0
I = 175/6-0-0
H - 121/6-0-0
FORCES (lb) - First Load Case Only
TOP CHORD
I L-M = -53 A-M = -53
G-N = -11 F-N = -10
A-B = 5 B-C = -5
C-D = -5 D-E = -5
E-F = -5
BOT CHORD
K-L = 5 J-K = 5
I-J = 5 H-I = 5
G-H = 5
WEBS
B-K = -147 C-J = -146
D-1 = -153 E-H = -111
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) Gable requires continuous bottom chord bearing.
CSI DEFL in (loc) Well
TC 0.15 Vert(LL) n/a - n/a
BC 0.03 Vert(TL) n/a - n/a
WB 0.03 Horz(TL) 0.00 G n/a
Matrix) 1 st LC LL Min I/deft = 360
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed with ANSI/TPI
1-1995 criteria.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
Scale = 1:1
PLATES GRIP
M20 249/190
Weight: 32 lb
APR 3 0 2001
Iv-
Job Truss Truss Type Qty Ply 03086 - STONEBROOK it @ SANFORD / sBo
103086 C7 FLOOR 1 1
1 (optional)
I Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc, Tue Apr 24 17:06:03 2001 Page 1
1.50 11
B
1.5x3 11
1.5X3 11 1.5x3 11 1,5x3 11 1.50 11
C D E F G
3x3 11 1,5x3 11 1,5x3 11 1.5x3 11 1.5x3 11
I 0"-- '; It
1-" 2-" 2 14-0-0 4-3-0 5-4-00 8-8-00 I
i 4 I 1-
4-0 14-0 01-0 1-3-0 0-3-0 1-1-0 14-0 04-0 LOADING (
psf) SPACING 2-0-0 TCLL
40.0 Plates Increase 1.00 TCDL
15.0 Lumber Increase 1.00 BCLL
0.0 Rep Stress Incr YES BCDL
8.0 Code SBC/ANS195 LUMBER
TOP
CHORD 4 X 2 SYP No.3 BOT
CHORD 4 X 2 SYP No.3 WEBS
4 X 2 SYP No.3 OTHERS
4 X 2 SYP No.3 BRACING
TOP
CHORD Sheathed
or 6-0-0 oc purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, REACTIONS (
lb/size) M
71/7-0-0 H =
9317-0-0 L =
15617-0-0 K
17217-0-0 1
163/7-0-0 1 =
18217-0-0 FORCES (
lb) - First Load Case Only TOP
CHORD M-
N = -59 A-N = -58 H-
0 = 24 G-0 = 24 A-
B = -13 B-C = -13 C-
D = -13 D-E = -13 E-
F = -13 F-G = -2 BOT
CHORD L-
M = 13 K-L = 13 J-
K = 13 1-1 = 13 H-
I = 13 WEBS
B-
L = -140 C-K = -149 D-
J = -143 E-1 = -157 1
F-H = -108 NOTES
1)
This truss has been checked for unbalanced loading conditions.
2)
Gable requires continuous bottom chord bearing. CS1
DEFL in (loc) I/def] TC
0.16 Vert(LL) n/a - n/a BC
0.05 Vert(TL) n/a - n/a WB
0.03 Horz(TL) 0.00 H n/a Matrix)
1 st LC LL Min Itclefi = 360 3)
Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal
web). 4)
Gable studs spaced at 1-4-0 oc. 5)
This truss has been designed with ANSI/TPI 1-
1995 criteria. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 6d nails.
Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASES) Standard
Scale =
1:1 PLATES
GRIP M20
249/190 Weight:
37 lb r-
Job Truss Truss Type Qty Ply 03086 - STONEBROOK II Q SANFORD / SBO
03086 C9 FLOOR
i
1 1
optional)
Trussway Ltd., Orlando, Fi
I
i
I
4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:08 2001 Page 1
I
Scale = 1:15.1
1.5x3 11 1,5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11
A B C D E F G H
R
r7
IV. ST1 T T I STIT
Ij L L
3x3 11 1.54 11 1.5x3 11 1.50 I ( 1.5x3 11 1.5x3 11 1.5x3 11 3x3 11
1-4-0
1 2-8-0 2 9 4-0-0 5-0-0 5-4-0 6-3-0 6-8-0 8-0-0 9-0-0
1-4-0 1-4-0 0-1-0 1-3-0 1-0-0 04-0 0-11-0 0-5-0 1-4-0 1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 1 n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 44 lb
LUMBER 2) Gable requires continuous bottom chord bearing.
TOP CHORD 4 X 2 SYP No.3 3) Truss to be fully sheathed from one face or
BOT CHORD 4 X 2 SYP No.3 securely braced against lateral movement (Le,
WEBS 4 X 2 SYP No.3 diagonal web).
OTHERS 4 X 2 SYP No.3 4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed with ANSI/TPI
BRACING 1-1995 criteria.
TOP CHORD 6) Recommend 2x6 strongbacks, on edge, spaced at
Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d
BOT CHORD nails. Strongbacks to be attached to walls at their
Rigid ceiling directly applied or 10-0-0 oc bracing. outer ends or restrained by other means.
REACTIONS (lb/size) LOAD CASE(S)
P = 61/9-0-0 Standard
1 - 43/9-0-0
0 - 168/9-0-0
N = 168/9-0-0
M - 168/9-0-0
L = 16619-0-0
K = 174/9.0-0
J 140/9-0-0
FORCES (lb) - First Load Case Only
TOP CHORD
P-Q = -54 A-Q = -53
I-R = -35 H-R = -34
A-B = -6 B-C = -6
C-D = -6 D-E = -6
E-F = -6 F-G = -6
G-H = -6
BQT CHORD
Q-P = 6 N-0 = 6
M-N = 6 L-M = 6
K-L = 6 J-K = 6
I-J = 6
WEBS
B-0 = -146 C-N = -147
D-M = -147 E-L = -145
F-K = -152 G-J = -124
APR 0L
NOTES 1) This truss has been checked for unbalanced
v
103086
Truss Truss Type Qty Ply 03086 - STONEBROOK 110 SANFORD / SBO
C15 FLOOR 1 1 (
optional)
Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:07 2001 Page I
Scale = 1:30.7
3x6 3x3
R C nF F G H I i K L M N 0 P
3x5 = 3x3 11 3x6 3x5 =
10-M 13-4-0 I6-0-0
2-8-0 2-9-0 4-0-0 5-3-0 §# 6-8-0 7-9-0 8 p 9-4-0 i 10-7-0 12-M 13-1-0 14-8-0 15-7-0, , 17-4-0 18-4-0
I I I i - - T - - T I I
1-4-0 1-" 0-1-0 1-3-0 1-3-0 0-1-0 1-4-0 1-1-0 0-3-0 1-4-0 1-3-0 0-1-0 1-4-0 1-1-0 0-3-0 1-4-0 0-11-00-5-0 1-4-0 1-0-0
ie Offsets (X,Y): [Q:0-2-0.0-0-01, [AF:0-2-0,Edgel
I
LOADING (psf) SPACING 2-0-0
TCLL 40.0 Plates Increase 1.00
TCDL 15,0 Lumber Increase 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code SBC/ANS195
LUMBER
TOP CHORD 4 X 2 SYP No.3
BOT CHORD 4 X 2 SYP No.3
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-0-0 oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
AF = 56/18-4-0
U 5118-4-0
Q 33/18-4-0
AE 174/18-4-0
AD = 167/18-4-0
AC 168/18-4-0
AB 168/18-4-0
AA = 168/18-4-0
z 167/18-4-0
Y 169/18-4-0
X = 168118-4-0
W 168/18-4-0
V 166/18-4-0
T 163/18-4-0
S 173/18-4-0
R 150/18-4-0
FORCES (lb) - First Load Case Only
TOP CHORD
AF-AG = 48 A -AG = -48
Q-AH = -29 P-AH = -29
A-B = -2 B-C = -2
C-D = -2 D-E = -2
E-F = -2 F-G = -2
G-H = -2 H-1 = .1
I-i = -1
A
CS1 DEFL in (loc) Well PLATES GRIP
TC 0.15 Vert(LL) n/a - n/a M20 249/190
BC 0.02 Vert(TL) n/a - n/a
WB 0.03 Horz(TL) 0.00 Q n/a
Matrix) I st LC LL Min Well = 360 Weight: 88 lb
TOP CHORD 8) Recommend 2x6 strongbacks, on edge, spaced at
J-K = -1 K-L 1 10-0-0 oc and fastened to each truss with 3-16d
L-M = -1 M-N 1 nails. Strongbacks to be attached to walls at their
N-0 = -1 O-P 1 outer ends or restrained by other means.
BOT CHORD
AE-AF = 2 AD-AE 2 LOAD CASE(S)
AC -AD = 2 AS -AC = 2 Standard
AA -AB = 2 Z-AA 2
Y-Z = 2 X-Y 1
W-X = I V-W I
U-V = I T-U I
S-T = I R-S I
Q-R = 1
WEBS
B-AE = -152 C-AD 146
D-AC = -147 F-AB 147
G-AA = -147 H-Z 146
I-Y = -147 J-X 147
K-W = -147 L-V 147
M-T = -146 N-S 151
O-R = -131 H-Y 1
NOTES
1) This truss has been checked for unbalanced
loading conditions.
2) All plates are 1.5x3 M20 unless otherwise
indicated.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Bearing at joint(s) AF, Q considers parallel to grain
value using ANSI[TPI 1-1995 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) This truss has been designed with ANSI/TPI
1-1995 criteria.
APR 3 0 Zoo'
Job Truss Truss Type Qty I Ply 03086 - STONEBRQOK II Q SANFORD / SBO
I
03086 C16 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:15 2001 Page 1
Scale = 1:19.6
1.5x3 11 1.50 11 1.50 11 1.50 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 1.5x3 11 1.50 11
A B C F GDE;
TI
H I J
V
WI 1 ET1 cT1 r, T 1 1 E T 1 T1
L
3x3 11 1.50 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.50 11 1.50 11 1.5x3 11 3x3 11
1-4-0 2-8-0 2#0 4-0-s0 5-3-0 0 6-4-0 13-8-Q 8-0-0 8-10-0 9-4-0 , 10-8-0 11-7-0 _
1-4-0 1-4-0 0-1-0 1-3-0 1-3-0 0-1-0 1-0-0 0-4-0 1-4-0 0-10-0
1
0-6-0 1-4-0 0-11-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0,15 Vert(LL) n/a n/a M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a - n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 K n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 56 lb
LUMBER WEBS
TOP CHORD 4 X 2 SYP No.3 C-R = -147 D-Q = -147
BOT CHORD 4 X 2 SYP No.3 E-P = -147 F-0 = -147
WEBS 4 X 2 SYP No.3 G-N = -145 H-M = -152
OTHERS 4 X 2 SYP No.3 I-L = -120
BRACING NOTES
TOR CHORD 1) This truss has been checked for unbalanced
Sheathed or 6-0-0 oc pur9ins, except end verticals. loading conditions.
BOT CHORD 2) Gable requires continuous bottom chord bearing.
Rigid ceiling directly applied or 10-0-0 oc bracing. 3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
REACTIONS (lb/size) diagonal web).
T - 61/11-7-0 4) Gable studs spaced at 1-4-0 oc.
K - 37111-7-0 5) This truss has been designed with ANSI/TPI
S - 168/11-7-0 1-1995 criteria,
R = 168/11-7-0 6) Recommend 2x6 strongbacks, on edge, spaced at
Q - 168111-7-0 10-0-0 oc and fastened to each truss with 3-16d
P = 168/11-7-0 nails. Strongbacks to be attached to walls at their
0 - 168/11-7-0 outer ends or restrained by other means.
N = 166/11-7.0
M = 175/11-7-0 LOAD CASE(S)
L - 135/11-7-0 Standard
FORCES (lb) - First Load Case Only
TOP CHORD
T-U = -53 A-U = -53
K-V = -29 J-V = -29
A-B = -6 B-C = -6
C-D = -6 D-E = -6
E-F = -6 F-G = -6
G-H = -6 H-1 = -6
I-J = -6
BOT CHORD
S-T = 6 R-S = 6
Q-R = 6 P-Q = 6
O-P = 6 N-0 = 6
M-N = 6 L-M = 6
K-L = 6
WEBS
B-S = -146
pR
4
3 0 LU
103086 IC17 FLOOR
G
1 11
R1 s Oct
A 1.5x3 11 B 1.50 11 C 1.5x3 11
i 0-3-0 i 1-4-0 2-" 1
LOADING (psf) SPACING 2-0-0 CS1
TCLL 60.0 Plates Increase 1.00 TC 0.14
TCOL 27,0 Lumber Increase 1.00 BC 0,06
BCLL 0.0 Rep Stress Incr YES WS 0.03
BCDL 8.0 Code SBC/ANS195 Matrix)
LUMBER
TOP CHORD 4 X 2 SYP No.3 LOAD CASE(S)
BOT CHORD 4 X 2 SYP No.3 Standard
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 2-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
F = 102/2-0-0
0 3712-0-0
E = 171/2-0-0
FORCES (lb) - First Load Case Only
TOP CHORD
F-G = -95 A-G = -94
D-H = -23 C-H = -22
A-B = -13 B-C = -13
BOT CHORD
E-F = 13 D-E = 13
WEBS
B-E = -166
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed with ANSI/TPI 1-1995
criteria.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d nails.
Strongbacks to be attached to walls at their outer ends
or restrained by other means.
DEFL in (Ioc) I/defl
Vert(LL) n1a n/a
Vert(TL) n/a n/a
Horz(TL) 0.00 D n/a
1 st LC LL Min I/def! = 360
Industries, Inc, Tue
PLATES
M20
Weight: 12 lb
P-
GRIP
249/190
Scale = 1:
Job Tru,,
03086 Cifi FLOOR 1 11
Rl s Oct ue
Scale = 1
1. 5*)( -& 0 1
3x3 = 3x6 3x3 =
A B C D E F
r,
G H I i K L M N 0 P Q R S TU
AO AN AM AL AK AJ At AH AGAF AE AD AC AB AA z
3X5 = 3x6 3x3 11
3x3 I i
Y X W V
34=
2-9-0 5-4-0 8-0-0 10-M 12-M 13-4-0 14-M 17-4-0 19-1-0 21-7-0 24-"
1-4-0 2-8-0 4-0-0 5-3-0 6-8_0 7-9-0 9-4-0 10-3-Q 11-6-Q 2-10-0 14-l-Q 16-0-0V-7-0 18-" , 20-0-0 21-4-0 22-8-0 24-M
1-4-0 1-4-0 1-3-0 1-3-0 1-"
I I -
1-1-0 1-4-0 0-11-0 0-10-0 0-10-0 0-9-0 1-4-0 0-7-0 1-4-0 0-5-0 1-4-00-3-0 1-4-0 0-4-0
0-1-0 0-1-0 0-3-0 0-5-0 0-6-0 0-" 0-7-0 0-9-0 0-11-0 1-1-0
LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl
TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a
TCDL 15.0 Lumber Increase 1,00 BC 0,03 Vert(TL) n/a - n/a
BCLL 0,0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 AB n/a
BCDL 8.0 Code SBCIANS195 Matrix) 1st LC LL Min I/defi = 360
LUMBER TOP CHORD
TOP CHORD 4 X 2 SYP No,3 B-C = -2 C-D = -2
BOT CHORD 4 X 2 SYP No.3 D-E = -2 E-F = -2
WEBS 4 X 2 SYP No.3 F-G = -2 G-H = 12
OTHERS 4 X 2 SYP No.3 H-1 = 12 1-1 = 12
J-K = 12 K-L = 12
BRACING L-M = 12 M-N = 12
TOP CHORD N-0 = 12 O-P = -14
Sheathed or 6-0-0 oc purlins, except end verticals. P-Q = -14 Q-R = -14
BOT CHORD R-S = -14 S-T = -14
Rigid ceiling directly applied or 6-0-0 oc bracing. T-Ll = -0
BOT CHORD
REACTIONS (lb/size) AN -AO = 2 AM -AN = 2
AO = 56/24-4-0 AL -AM = 2 AK -AL = 2
AG 5124-4-0 AJ-AK = 2 AI-AJ = 2
V 95/24-4-0 AH-Al = 2 AG-AH = -12
AN = 174/244-0 AF-AG = -12 AE-AF = -12
AM 167/24-4-0 AD-AE = -12 AC -AD = -12
AL 168/24-4-0 AB -AC = -12 AA -AB = 14
AK = 168/24-4-0 Z-AA = 14 Y-Z = 14
AJ = 168/24-4-0 X-Y = 14 W-X = 14
At 154/24-4-0 V-W = 14
AH 181/24-4-0 WEBS
AF 164/24-4-0 B-AN = -152 C-AM = -146
AE = 169/24-4-0 D-AL = -147 E-AK = -147
AD 168/24-4-0 F-AJ = -147 G-Al = -132
AC = 168/24-4-0 H-AH = -147 I-AF = -147
AB 195/24-4-0 J-AE = -147 K-AD = -147
AA 141/24-4-0 M-AC = -147 N-AB = -146
z = 168/24-4-0 O-AA = -120 P-Z = -146
Y 169/24-4-0 Q-Y = -147 R-X = -145
X 165124-4-0 S-W = -154 T-V = -137
W 180/24-4-0 G-AH = -21 O-AB = -38
FORCES (lb) - First Load Case Only NOTES
TOP CHORD 1) This truss has been checked for unbalanced
AO -AP = -48 A -AP = -48 loading conditions.
V-AQ = 51 U-AQ = 51 2) All plates are 1 Z0 M20 unless otherwise
A-6 = -2 indicated.
A t
PLATES GRIP
M20 2491190
Weight: 118 lb
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Bearing at joint(s) AO, V considers parallel to grain
value using ANSIITPI 1.1995 angle to grain formula.
Building designer should verify capacity of bearing
surface,
7) This truss has been designed with ANSI/TPI
1-1995 criteria.
8) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d
nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASES)
Standard
APR 3 0
Job Truss Truss Type Qty Ply 03086 - STONEBROOK II Q SANFORD / SBO
03086 C20 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:32 2001 Page 1
Scale = 1:27.2
3x6 FP= 3x3 =
A B C D E F G H I J K L M N
1 S71 S11 S11 1 1 1 1 1 1
A
o
1 N 1 p
3x5 =
VV
3x3 II 3x6 FP= 3x5 =
1 4 0 2-8-0 2:r 4-0-0 5-3-0 5 p 6-6-0 6,
r
8-0-0 P-6-0, 9-4-0 , 10-M 11-0i 12-0-0 13-4-0 1246 1"-0 16-3-0
14-0 1-4-0 0-1-0 1-3-0 1-3-0 0-1-0 1-2-0 0-2-0 1.4-0
r
0-6-0 0-10-0 14-0 04-0 1-" 1-4-0 0-2-0 1-2-0 1-7-0
Plate Offsets X Y : 0:0-2-0 0-0-0 AB:0-2-0 Ed e
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) n/a - n/a M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a - n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 0 n/a
BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 78 lb
LUMBER TOP CHORD 6) Bearing at joint(s) AB, 0 considers parallel to grain
TOP CHORD 4 X 2 SYP No.3 AB -AC = -48 A -AC = -48 value using ANSI/TPI 1-1995 angle to grain formula.
BOT CHORD 4 X 2 SYP No.3 O-AD = -61 WAD = -61 Building designer should verify capacity of bearing
WEBS 4 X 2 SYP No.3 A-B = -2 B-C = -2 surface.
OTHERS 4 X 2 SYP No.3 C-D = -2 D-E = -2 7) This truss has been designed with ANSI/TPI
E-F = -2 F-G = -2 1-1995 criteria.
BRACING G-H = -2 H-1 = -3 8) Recommend 2x6 strongbacks, on edge, spaced at
TOP CHORD I-J = -3 J-K 3 10-0-0 oc and fastened to each truss with 3-16d
Sheathed or 6-0-0 oc purlins, except end verticals. K-L = -3 L-M = -3 nails. Strongbacks to be attached to walls at their
BOT CHORD M-N = -3 outer ends or restrained by other means.
Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD
AA -AB = 2 Z-AA = 2 LOAD CASE(S)
REACTIONS (lb/size) Y-Z = 2 X-Y = 2 Standard
AB = 56/16-3-0 W-X = 2 V-W = 2
Q - 1/16-3-0 U-V = 2 T-U = 3
0 = 71/16-3-0 S-T = 3 R-S = 3
AA = 174/16-3-0 Q-R = 3 P-Q = 3
Z = 167/16-3-0 O-P = 3
Y = 168/16-3-0 WEBS
X = 168/16-3-0 B-AA = -152 D-Z = -146
W - 168/16-3-0 E-Y = -147 F-X = -147
V = 169/16-3-0 G-W = -147 H-V = -147
U = 168/16-3-0 I-U = -147 J-T 146
T - 167/16-3-0 K-S = -148 L-R 140
S = 170/16-3-0 M-P = -171 H-U = 1
R = 160/16-3-0
P - 196/16-3-0 NOTES
1) This truss has been checked for unbalanced
FORCES (lb) - First Load Case Only loading conditions.
TOP CHORD 2) All plates are 1.5x3 M20 unless otherwise
AB -AC = -48 A -AC = -48 indicated.
O-AD = -61 WAD = -61 3) Gable requires continuous bottom chord bearing.
A-B = -2 B-C = -2 4) Truss to be fully sheathed from one face or
C-D = -2 D-E = -2 securely braced against lateral movement (i.e.
E-F = -2 F-G = -2 diagonal web).
G-H = -2 H-1 = -3
1-J = -3 J-K = -3
5) Gable studs spaced at 1-4-0 oc.
K-L = -3 L-M = -3
M-N 3
1Zoo' APR 3 Q ti
Job Truss Truss Type Qty Ply 03086 - STONEBROOK II @ SANFORD / SBO
03086 C21 FLOOR 1 1
optional)
Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:37 2001 Page 1
Scale = 1:18.4
1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.50 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11
A B C D E F G H I
T
ETI T 1 T 1 T I T 1 T I T 1 W1
ELI ELI¢
3x3 11 1.50 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 1.50 11 3x3 11
1-" 2-8-0 2 4-M 5-4-0 -8 6-8-0 8-M 8 2 0 9-4-0 10-11-0
14-0 1-4-0 0-1-0 1-3-0 14-0 0-4-0 1-0-0 1-4-0 0-2-0 1-2-0 1-7-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a n/a M20 249/190
TCDL 15.0 Lumber Increase 1.00 BC 0.04 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 J n/a
BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 52 lb
LUMBER WEBS
TOP CHORD 4 X 2 SYP No.3 G-L = -143 H-K = -160
BOT CHORD 4 X 2 SYP No.3
WEBS 4 X 2 SYP No.3 NOTES
OTHERS 4 X 2 SYP No.3 1) This truss has been checked for unbalanced
loading conditions.
BRACING 2) Gable requires continuous bottom chord bearing.
TOP CHORD 3) Truss to be fully sheathed from one face or
Sheathed or 6-0-0 oc purlins, except end verticals. securely braced against lateral movement (i.e.
BOT CHORD diagonal web).
Rigid ceiling directly applied or 10-0-0 oc bracing. 4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed with ANSI/TPI
REACTIONS (lb/size) 1-1995 criteria.
R = 69/10-11-0 6) Recommend 2x6 strongbacks, on edge, spaced at
J = 81/10-11-0 10-0-0 oc and fastened to each truss with 3-16d
Q - 159110-11-0 nails. Strongbacks to be attached to walls at their P = 171/10-11-
0 outer ends or restrained by other means. O - 167/10-11-
0 N = 168/10-11-
0 LOAD CASE(S) M - 169/10-11-
0 Standard L - 164/10-11-
0 K = 183110-11-0
FORCES (lb) - First Load Case Only TOP
CHORD R-S = -58 A-S = -
57 J-
T = -70 I-T = -70 A-
B = -11 B-C = -11 C-
D = -11 D-E = -11 E-
F = -11 F-G = -11 G-
H = -11 H-1 = -11 BOT
CHORD Q-R = 11 P-Q =
11 O-
P = 11 N-O = 11 M-
N = 11 L-M = 11 K-
L = 11 J-K = 11 WEBS
B-Q = -141 C-P = -148
D-
O = -146 E-N = -147 F-
M = -148 Ir APR 3 a
ZOO'
Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO
103086 C22 FLOOR
optional)
Trussway Ltd,, Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:47 2001 Page 1
G
A 11.50 11 B 11.50 11 C 1.50 11
0-3-0 1-4-0 2-7-8
0-3-0 1-1-0 1-3-8
LOADING (psf) SPACING 2-0-0 CS1
TCLL 60.0 Plates Increase 1.00 TC 0.18
TCDL 27.0 Lumber Increase 1.00 BC 0.04
BCLL 0.0 Rep Stress Incr YES WS 0.04
BCDL 8.0 Code SBC/ANS195 Matrix)
LUMBER
TOP CHORD 4 X 2 SYP No.3 LOAD CASE(S)
BOT CHORD 4 X 2 SYP No.3 Standard
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.3
BRACING
TOP CHORD
Sheathed or 2-7-8 oc purlins, except end verticals
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS (lb/size)
F 10112-7-8
D 97/2-7-8
E = 231/2-7-8
FORCES (lb) - First Load Case Only
TOP CHORD
F-G = -91 A-G = -90
D-H = -87 C-H = -86
A-B = -17 B-C = -17
BOT CHORD
E-F = 17 D-E = 17
WEBS
B-E = -215
NOTES
1) This truss has been checked for unbalanced loading
conditions.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web),
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed with ANSVTPI 1-1995
criteria.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-16d nails.
Strongbacks to be attached to walls at their outer ends
or restrained by other means.
DEFIL in (lacy I/defl
Vert(LL) n/a n/a
Vert(TL) n/a n/a
Horz(TL) 0.00 D n/a
I st LC LL Min I/defi = 360
PLATES
M20
Weight: 14 lb
APR 3 0 2001
GRIP
249/190
Scale = 1:8.f