HomeMy WebLinkAbout1209 W 14 St 95-1308, 95-1848, 95-2224 New SFH7s--/ L(
ZONE DATE
CONTRACTOR
t1uADDRESS a LLqa/A J
PHONE #
LOCATION
OWNERIV v
p
ADDRESS
PHONE #
PLUMBING CONTRACTOR G
ADDRESS
PHONE #
ELECTRICAL CONTRACTORy 5 Q c' ADDRESS
PHONE #
MECHANICAL
CONTRACTOR ADDRESS
PHONE #
MISCELLANEOUS
CONTRACTOR ADDRESS
SEPTIC
TANK PERMIT NO. SOIL
TEST REQUIREMENTS (__} FINISHED
FLOOR ELEVATION
REQUIREMENTS (__) ARCH '
I TECTURAL APPROVAL DATE: SUBDIVISION:
l
0 S PEWRMIT # JOB
5/ .P r COSTS
5 5;o 00 FEE $
STATE
NO Oa
FEE $
C
40
FEE $
FEE $,
LOT
NO. BLOCK:
SECTION:
SQUARE
FEET: MODEL:
OCCUPANCY
CLASS: INSPECTIONS
TYPE
DATE OK REJECT BY FEE $
ENERGY SECT. EPI: CERTIFICATE
OF OCCUPANCY ISSUED #
DATE. FINAL
DATE z
m » ..
Igpi « 111
ubdivision Regu
i OFFICIAL / DATE
Date Started: ( L`7
CITY OF O•D FLORIDA
se i 4 P ate o occupancy
ADDRESS: I P_ b c t
The Building Department has prepared a certificate of occupancy for the above locationandisrequestingafinalinspectionbyyourdepartment.
After your inspection, please come to the Building Department to sign -off on theCertificateofOccupancy, or submit a certificate of occupancy addendum if it has beendenied.
Your prompt attention will be appreciated. Thank you.
Distribution: Engineering
Fire
Public W rks
Utilities/ 2,)1,j
Zoning
0-yo v 0 ICESS 0 /0 9 S-
aG GD• 0 (Lec q QI(P S
Date Started: —1 I
Request for Final
Certificate o
ADDRESS: I 0_ L) 9
The Building Department has prepared a certificate of occupancy for the above locationandisrequestingafinalinspectionbyyourdepartment.
After your inspection, please come to the Building Department to sign -off on theCertificateofOccupancy, or submit a certificate of occupancy addendum if it has beendenied.
Your prompt attention will be appreciated. Thank you.
Distribut;on: EngineeringV
Fire
Public Works
Utilities s2-ecz,J
Zoning
Q y -s - 9s
no K-
W
91STIZICATE OF 090PANY Z 99MPLITION
This is to certify that the building located at
3202 W IATH ST for
which permit 95-00001NO8 has heretofore been issued on qZ01Z25
has been completed according to plans and specifications filed in the
office of the Buil g Of Liort the issuance of said building
permit, to wit as complies with all the
building, plumbing, elect cal, zonint and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APERUAL Subdivision Regulations Apply: Yes_ No
APPRQVAT, D&U APTIUVAL
BUILDING: FIRE;
Finaled Inspected
ZONING:
Inspected
UTILITIES:
Water Sewer
Lines In Lines In
Meter Sewer
Set Tap
Reclaimed
Water
ENGINEERING:
Street
Drainage Paved
Maintenance
Bond
C57
PUBLIC WORKS:
Street
Name Street
Signs Lights
Storm
Sewer II Driveway
Street
Work
ERRS PAID
DE5QRIPTION DATE AMOUNT
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -BUILDING 6/06/95 10.00
01-FIRE IMPACT - RESIDENT 6/06/95 59.27
01-LIBRARY IMPACT FEE 6/06/95 54.00
01-OPEN SPACE 6/06/95 279.61
01-POLICE IMPACT -- RESID 6/06/95 91.93
01-RADON GAS TAX FEE 6/06/95 8.43
01-ROAD IMPACT FEES 6/06/95 847.00
01-RECOVERY FD/CERT. PGM. 6/06/95 8.43
PAGE:
CERTIFICATE OF OCCUPANCY / COMPLFaIQS
2
This is to certify that the building located at
1209 W 14TH ST for
which permit 95-QQQ013QB has heretofore been issued on 2ZQ1195
has been completed according to plans and specifications filed in the
office of the Buildin Off' ial, prior to the issuance of said building
permit, to wit as .0 1 '0 —A-, e & j complies with all the
building, plumbing, eld,4trical, zonifig and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations -
Subdivision Regulations Apply: Yes_ No
01-SCHOOL IMPACT FEE 6/06/95 1384.00
OWNER U BUILDIAQ6FFICIAL / 15A%
WILLIAM F. STUHRKE, PhD, P.E.
P.E. #22150 • 3900 WIMBLEDON DR. • LAKE MARY, FL. 32746 • (407) 333-0556
Re: 95-00001308
1209 W. 14th Street
This letter is to certify that the roof nailing pattern on the above is per plan in accordance
with code.
Sincerely,
William F. Stuhrke
96*
William F. Stuhrke, P.E.
Florida PE #22150
CITY OF SANFORD. FLORIDA,,
PERMIT NO DATE
THE'' UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING PLUMBING WORK:
OWNER'S NAME __._L.0 -.'D y4tft L -
ADDRESS OF JOB Ia °l kJ 044: 14_ S -
pLt?C,
PLUMBING CONTR. a4ckw 1 Res. _ Comm.
Subject to rules and regulations of Sanford plumbing code.
Residential: Number Amount
Alteration, Addition, Repair
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap
Sewer _
Water Piping
as Piping
Factory -built housing
Mobile Home
AEelication Fee
Minimum Commercial Permit: $25. op Tot#II
M or Mambo
COM UENCY CARD NO.
CITY OF SANFORD. FLORIDA
PERMIT NO. DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME_-f 44k , -z-
ADDRESS OF JOB 1Z 2—al 6L S
r
ELEC. CONTR- - ' G" ResidentiaLLNon-residential.
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
ChangQ f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Am Service
201 Amp and above
New Commercial Amp Service
Application Fee
li
TOTAL II
By signing this application I am stating I will be in compliance with the NEC including Article 110, Section 110.9 and 110.10.
Building Official er Electrician
t
STATE COMPETENCY NO.
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS % 4,, %' %y PERMIT NUMBER --
Total Contract Price of ^Jab '7'i,1 . Total Sq. Ft. /,
Describe Work A/
Type of Construction 0]D S Flood Prone (YES)
Number of Stories Number of Dwellings Zoning
Occupancy: Residential x Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I. D. NUMBER 31 . 9 . -—gnQ1W.. .„. 412
OWNER "' J "" PHONE NUMBER
ADDRESS ( bk
CITY )FaTZZ STATE ,, ZIP
TITLE HOLDER (IF OTHER THAN OWNER) '
ADDRESS
CITY STATE ZIP
BONDING COMPANY
ADDRESS _
CITY STATE ZIP
ARCHITECT"%
ADDRESS
CITY STATE ZIP
MORTGAGE
ADDRESS
CITY STATE ZIP
CONTRACTOR 'r ^ PHONE NUMBER L
ADDRESS 32Q L1 &W0Z!1_A21,-V 1 ST. LICENSE NUMBER ` ( 'Jig I
CITY L_1&nq& d,1 .58eIC ' STATE ., ZIP '" „'' 2 Application is
hereby made to obtain a permit to do the work and installations as indicated. ,I
certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL,
PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S
AFFIDAVIT: I certify that all the foregoing information is accurate and that all work
will be done in compliance with all applicable laws regulating construction and zoning.
A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE
JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THEPERMITHAS BEEN ISSUED. FAILURE TO
RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO
YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition
to the requirements of this permit, there may be additional restrictions applicable to
this property that may be found in the public records of this county, and
there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT
IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OFAk '" BCNDED THRU
TROY
FAIN INSURANCE, INC. THE REQUIREMENTS OF
FLORIDA LIEN LAW, FS713. k# 11 CIF
H V Z ; t} o m
rr W
A
o .
S'.
j 0 ti M S' Lure
of Owner/A ent & Date S' Contractor & Date 0 a' 0 7air4rof Application
Approved BY:
Date; z A FEES; --
Building Rado Police ire N open Space
Ro
impact Application 10 14.4
i u o,
o
PERMIT VALIDATION: CHECK CASH DATE [ B 0. 0 0
M4)
4
GO
ORIGINAL (BUILDING)
YELLOW (CUSTOMER) PINK (COUNTY TAX FFICE) L; Z la. E-
THIS APPLICATION USED'
FOR WORK VALUED $2500.00 OR MORE CO. ADMIN)
Department of Community Affairs SN: 5027
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 Residential Whole Building Performance Method A CENTRAL
PROJECT NAME: #1686 BUILDER: LEONARD QUALITY HOMES
AND ADDRESS: PERMITTING CLIMATE
OFFICE: $EmIAI,,01_ ZONE: 4 1_1 51_1 61 %
OWNER: PERMIT NO.gs_,30 JURISDICTION NOcQ44- 4 r O
1. New construction or addition 1. New Construction
2. Single family detached or Multifamily attached 2. Single -Family
3. If Multifamily -No. of units 3. 0
4. If Multifamily, is this a worst case (yes/no) 4.
5. Conditioned floor area (sq.ft.) 5. 1686.00
6. Predominant eave overhang (ft.) 6. 2.00
7. Porch overhang length (ft.) 7. 16.00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass 8a.271.Osgft O.00sgft
b. Tint, film or solar screen 8b. O.Osgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 224.00 ft
10.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= 3.00, 1269.00sgft
b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 214.00sgft
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) 11a.R=19.00 , 215.60sgft
a. Under attic (Insulation R-value) 11a.R=30.00 , 1470.40sgft
12.Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond
13.Cooling system 13. Type: Central A/C
EER: 10.00
14.Heating System: 14. Type: Heat Pump
HSPF: 7.00
15.Hot water system: 15. Type: Electric
EF: 0.90
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3 17. 1
18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18.
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 99.81
a. Total As -Built points 19a. 32772.26
b. Total Base points 19b. 32835.40
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Code.
PREPARED BY:
DATE: /3 9 4-
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
DATE:
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
BUILDINP OFFIjCIAL:_t h
DATE:
INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST **
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COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
xxss=sssxxsssssssxxssssssxssxsssssssssssssss=xxssasxxxxxssssssssssssssaasxxxxxx
PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES.
Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash
crack (includes sliding glass doors).
Exterior & 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid
Adjacent Doors core, wood panel,insulated or glass doors only.
Exterior Joints 606.1 To be caulked, gasketed, weather-stripped or other-
Cracks wise sealed.
OTHER PRESCRIPTIVE.MEASURES (must be met or exceeded by all residences.) **
Water Heaters 612.1 Comply with efficiency requirements in Table 6-11.
Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built-
in heat trap required.
Swimming Pools 612.1 Spas and heated pools must have covers (except solar
Spas heated). Non-commercial pools must have a pump timer.
Gas spa & pool heaters must have a minimum thermal
efficiency of 78 percent.
Shower Heads 612.1 Water flow must be restricted to no more than 3 gal-
lons per minute at 80 PSIG.
Air Distribution 610.1 All ducts, fittings, mechanical equipment and plenum
Systems chambers shall be mechanically attached, sealed, ins-
ulated and installed in accordance with the criteria
of Section 610. Ducts in unconditioned attics must
be insulated to a minimum of R-6. Air handlers shall
not be installed in attics unless in mechanical
closet.
HVAC Controls 607.1 Separate readily accessible manual or automatic
thermostat for each system.
Insulation 604.1 Ceilings minimum R-19. Common Walls - Frame R-11 or
602.1 CBS R-3 both sides. Common ceiling & floors R-11.
WINTER CALCULATIONS
BASE __= I AS -BUILT
smssxxaxaxxxxxxxxxxxxxaaxxxxxxxxxxxxxxxxxaxxaaxaxxxxxxaxxxxxxssasxsxxxxssx=sass
GLASS ----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS
N 61.00 -3.4 207.4 SGL CLR N 21.0 9.6 1.09 219.5
SGL CLR N 40.0 9.6 1.30 500.5
E 86.00 -3.4 292.4 SGL CLR E 38.0 2.2 02 1.4
SGL CLR E 16.0 2.2 02 6
SGL CLR E 13.0 2.2 3.09 88.3
SGL CLR E 19.0 2.2 3.69 154.3
SE 9.00 -3.4 30.6 SGL CLR SE 9.0 10.3 46 43.0
S 76.00 -3.4 258.4 SGL CLR S 38.0 10.9 77 319.9
SGL CLR S 5.0 10.9 77 42.1
SGL CLR S 33.0 10.9 1.01 363.1
W 39.00 -3.4 132.6 SGL CLR W 39.0 2.2 02 1.4
15 x COND. FLOOR / TOTAL GLASS ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
15 1,686.00 271.00 .933-921.40-859.86 1,003.31
qR=xxssaaaasxsssaxsssaoxxsxssaxaxxxxxxxxxxxxxassaaassxaa=sssaxxxxxxxsxaxxxxxxass
NON GLASS ------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
WALLS----------------
8xt 1269.0 1.1 1395.9 Ext NormWtBlock In 3.0 1269.0 3.80 4822.2
Adj 214.0 1.8 385.2 Adj Wood Frame 11.0 214.0 1.80 385.2
DOORS ----------------
Ext 20.0 5.1 102.0 Ext Insulated 20.0 5.10 102.0
Adj 18.0 4.0 72.0 Adj Insulated 18.0 4.00 72.0
CEILINGS -------------
UA 1686.0 .6 1011.6 Under Attic 30.0 1470.4 60 882.2
Under Attic 19.0 215.6 1.00 215.6
FLOORS---------------
51b 224.0 -1.9 425.6 Slab -on -Grade 0 224.0 2.50 560.0
INFILTRATION ---------
1686.0 4.1 6912.6 Practice #1 1686.0 6.20 10453.2
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TOTAL WINTER POINTS
8,593.84 18,495.75
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TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
8,593.84 1.10 9,453.22 1 18,495.75 1.00 1.070 484 1.000 91578.58
liffi xxxaxSaaaxaxxxL'L"a' "i axx7C-aaxx='3a=-=x-i.6==a".LC'aax=xaxaxxaCaa-xxa--Sx---axxxxxxaa
SUMMER CALCULATIONS
BASE ___ AS -BUILT
aaa=assssssssssssssssssssssssssasssssssssssssass=sssssasassssssssssssssssssssss
GLASS ----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
N 61.00 82.2 5014.2 SGL CLR N 21.0 51.0 85 912.7
SGL CLR N 40.0 51.0 54 1109.7
E 86.00 82.2 7069.2 SGL CLR E 38.0 109.2 82 3398.1
SGL CLR E 16.0 109.2 82 1430.8
SGL CLR E 13.0 109.2 41 586.8
SGL CLR E 19.0 109.2 36 750.4
SE 9.00 82.2 739.8 SGL CLR SE 9.0 112.9 31 313.9
S 76.00 82.2 6247.2 SGL CLR S 38.0 100.2 73 2762.6
SGL CLR S 5.0 100.2 73 363.5
SGL CLR S 33.0 100.2 27 899.3
W 39.00 82.2 3205.8 SGL CLR W 39.0 109.2 82 3487.5
15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS I POINTS
15 1,686.00 271.00 933 22,276.20 20,788.38 16,015.19
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ION GLASS ------------
AMA x BSPM = POINTS TYPE R-VALUE AREA x SPM POINTS
MALLS----------------
Ext 1269.0 1.0 1269.0 Ext NormWtBlock In 3.0 1269.0 1.40 1776.6
Adj 214.0 .7 149.8 Adj Wood Frame 11.0 214.0 70 149.8
MORS ----------------
2'xt 20.0 4.8 96.0 Ext Insulated 20.0 4.80 96.0
dj 18.0 1.6 28.8 Adj Insulated 18.0 1.60 28.8
EILINGS -------------
JA 1686.0 .6 1011.6 Under Attic 30.0 1470.4 60 882.2
Under Attic 19.0 215.6 1.10 237.2
FLOORS ---------------
31b 224.0 -31.8-7123.2 Slab -on -Grade 0 224.0 -31.90 7145.6
INFILTRATION---------
1686.0 10.9 18377.4 Practice #1 1686.0 13.80 23266.8
a osaasssssss=s=risessssssasssx sssssssssssssasssssssssssss===ass=ssssssssssssassss
TOTAL SUMMER POINTS
34,597.78 ( 35,306.99
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DOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
3UM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS
34,597.78 .37 12,801.18 1 35,306.99 1.00 1.070 .340 1.000 12,844.68
masszsssssssss=sssssassasssssssssssssss=sssssssssassssssssssssassssssssassssss
WATER HEATING
BASE ___ __= AS -BUILT
ssa===caossssaaas=sssssssoassaasssasaom==aamssasaasssaa==ss=aa=osssaoosssasoasss
NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS RATIO MULT
3 3527.0 10,581.00 40 .90 1.000 3449.7 1.00 10,349.00
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SUMMARY
BASE ___ __= AS -BUILT
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COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
12801.2 9453.2 10581.0 32,835.40 12844.7 9578.6 10349.0 32,772.26
ae:sssssssas=maasssasssasmssssssasssss=sssssaas==saa=s=assosss======a===s=ssssss
EPI 99.81
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for
DCA Form 600A-93
or Form 600B-93
EPI= 99.8
0 10 20 30 40 50 60 70 80 90 100
X-1
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLRDBL TINT WINDOWS .....................
Single Clear IX------ ---------I INSULATION..................
Ceiling
R-Value......... 30.0 Wall
R-Value......... 3.0 Floor
R-Value......... 0.0 AIRCONDITIONER .............
EER.......................
10.0 HEATINGSYSTEM ..............
Electric
HSPF............ 7.0 WATER
HEATER ................ Electric
EF.............. 0.90 Gas
EF.............. 0.00 Solar
EF.............. OTHERFEATURES ..............
I
certify that these energy saving features re Energy
Code have been installed in this house. Builder
Address:
Signature: R-
10 R-30 I--------------------
X1 R-
0 R-7 I--------
X------------ I R-
0 R-19 Ix--------------------
I 9.
7 EER 16.0 IX--------------------
I 6.
8 HSPF 12.0 Ix--------------------
I 0.
88 0.96 1----
X---------------- 1 0.
54 0.90 1 ---------------------
1 0.
40 0.80 1 ---------------------
I City/
Zip \) Florida
Energy Code for Building Construction - 1993 Florida
Department of Community Affairs for
the Florida Date:
e) FL-
EPL CARD93
CENTRAL MANUAL J HEATING & COOL315 LOADS
NAME DATE 5i29/9i Location I LOAD OONE BY:
PLAN 1,10. TROP.11 TOCNAH: .,,?!MATED!MATED BY: 'F
DES15N CONDTT'ONS WINTER SJ M M. ER "NS: 7.7 PE;. T-j p0.7'- OUTSIDE
TEMPERATURE DEI.F. 35.0 95.10 11:21tPACE INSIDE
TEMPERATURE DE6, F. 70.0 78,0 TEMPERATURE
DIFFERENCE DEG.F. 35.0 17.0 No.of PEOPLE 510 LIVING AREA SO FT 1,686.0 Name
of Room ..........................................Ent.re House A. LAUN P. DR 2 Running
Ft. Exposed Wall 8.0 Ceiling
Ht. Ft. 5.0 S.") 8.0 8.0 8.1) a. Ype
Of Wails block part frame block part ;Came BTU`!
btuh Btuh 911uh 3 tu.1 Htg.
k&g. C'o. Area C11. 4ea I-
ross Exposed bloc? 0.0 r, a 104.0 part
64,U 88. 111 5
0 ""0 0.0 !6.0 0, . Doors
55."-AREA 0.') B
SC 114.0 SC
5
SC NE!NW 40, 0,0 0.0 SC
NORTH 1.5.00 0"0 0, 10 SC
SOUTH 30.00 0. 11) 0.0 SC
EAST/WEST 5! 0,0 NE/'
NW 40.00 0.0 0.0 SC
S E ", SW 501.00 0.0 0. Cig,
DT SKY LIGHTS 84.00 0.0 0.1) IDoors
Out of BLOCK L13.00 'G. 0 0.0 Doors
Out of FRAME 113.00 0.0 Doors
Out of PARTITION 13.00 18.0 0,() Net
Exp. block R 5 4.75 3.74 1,082.0 0.0 0.0 0.0 98.0 418.0 C4 Walls) ;
rase R 1± 2.60 3.24 0.0 0.0 0.0 0.0 0.0 0.0 part
R ±± 2.49 2.65 198.0 64.0 172.2 1169.6 Els.!l 236.. C
R !9 !-526.0 48. 'i 83.0 .7 Cellinos
R 19 1.13 i.91 0.0 0.0 0 0.0 Floors
Slab 192.0 40.00 WOOD
VENTED R I1.0 2.10 1110 0.0 0.0 0.0 NF.&
VENT. HTS iNF.&
VENT. -L5 Htg. C±g. Sub -
Total Btuh Loss 70,121.1 255.2 1,712.5 Dun
Btuh Loss 7,012.2 25.5 171 '7 Total
Btuh Loss 33,134.3 2800. 7 1,S83.7 People
300 Appliances
200.00 2,00. 0 600. tensible
Btuh Gain 19,!26.4 Duct
Bot;,h Eain 1,9511.6 86.' 2
L. ofLines7607(clg) 2,,.7?.11! '-
47.
4 LTotal
5tun Gain Line(78J.7 S, 7
vIlihfcrA,, ;uan+,;',."es 1.31 7, , 600 1,614 CFM
0.1113 5
IMIMPAGE DIMMI
b. DIN H. MIR I. M/ T H J. L N'
ivo 27.0 21.0 Mo 8.0
LO LO LO LO 8.0 8.0 8.0 9.0 L 0 L 5 8.0 L
block part frame block part frame biock art frame b I cc part frame
Btuh B N Btuh Btuh 2 tun Btuh Run Btuh
Area HI, t q Area H"g. C"g. Area htg. c1q. Area Htg. Cia.
810 C. Mo Mo
0.0 to 1 1)
1 10 C to 610
Mo 95TO 400 0 L 0 510 M 0 ymo
10 19
it 7o, . 0 40.. 510 Mo
10 to 7.
v 0 to to
t 0 to 0
10
10
to to
10 0)
0.0_ 0 0.0_
1) to 10
to 0.1 0.0 20. at
to No so
to 0 0.0 1E.0 234..
64.0 289,9 240.5 176.0 836.0 6 5 7. 4 163.0 774, 3, 642.2 132.0 627.0
0.0 010 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 0.0
0.0 0.0 it 0 to 0.0 0.0 1).0 0.0 46. 0 123.7 11:1.
104.0 M. 192. 6 180.0 311.4 343,8 94.0 145,3 N 4 322.0 557.1 6 1, Z.
0.0 0.0 0.0 10 . !41 0.0 0.0 0.0 N:."
1, 4117 3,104 1. at 6 6,137.8
100 DW imo 6M9
6,751.6
H I 15M2 95L 7
01 253.1 91 : 351,
Im
3,016
WL M L L MI
4,756 1,78t 58.
9 1. 50
Y'... 160 60 T
ttIMMPAGE
D SR E. FAM F. 1 T
26.0 7.0
8 0 a.", 3.0 8.0 8.0 a."". S. C) 3.0 8.0 2.0 8.11) 8.0
block part ;rame bloc> part frame block Part 7rHe block oart h ale
Btuh Ruh Run 9tuh Brun Btuh Btu.. 3
Area tg. Area C'. 9. Area H.tq. I q Area 4 t, C! 2.
56.0 208.. 24B.0 56.0
0.0 1). 0
0.0
0.0 40. 200.0 0..
9, 0
A A 0.0
0 0 0. 0
51.0 242.3 200.9 1176.0 U6. 0 697. 11 189.0 997.9 744.7 46.0 216.5 1181-1
0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0. 0.0
91.0 157.4 277, . E 156,0 269.9 29 01 714.0 547.1 599.7 78.0
0 1 0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 A 0.0 0. 0.0 0.0
2,705.9 4,391.0 95-11.4
65.0 270.6 479.1 K.7
714,6 2,976.5 S
49z.i 4, 1 F. 4
2. 4Hi. 4,60B." 7
5 9c0,9
260
PROCEDURE A WINTER INFILTRATION mTM CALCLLrTION
1. WINTER INFILTRATION Cn1
0.8 ACMR X 13,488.Z CU. FT. .z 0. 316', 180. c -F:`I
2. WINTER INFILTRATION B%M w. -D
1.1 X 180.2 CFM X 35.0 6,937.7 6TUM
3. WINTER INFI_TRATION mfA
6,937.7 BTUH / 256.0 27.1 HTM
D
PROCEDURE B--SUMMER INFILTRATION HTM CALCULATION
1. SUMMER INFILTRATION CFM
0.4 X 13,488.0 X 0.0167 90.1 CFM
2. SUMMER INFILTRATION BTUH
1.1 X 90.1 X 15.0 1,486.6 BTUH
3. SUMMER INFILTRATION HTM
1,486.6 / 218.0 6.3 HTM
D
PROCEDURE C LATENT INFILTRATIONGAIN FOR THE ENTIRE HOUSE
0.68 X 37.0 GR DIFF X 92.1 CFM 2,266.9 BTUH
CALCULATION PROCEDURE D EQUIP SIZING
1. SENSIBLE SIZING LOAD
1.1 X VENT CFMX 15.0 0.0 BTUH
SENSIBLE LOAD FOR STRUCTURE ILINE 19) 21,755.3
SUM OF VENT AND STRUCT LOADS 21,755.3
RATING d TEMP SWING 1.15 05,018.6
EQUIP. SIZING LOAD SENSIBLE 25,018.6
2. LATENT SIZING LOAD
6.68 X 0.0 VENT CFMX 37.0 GR DIFF 0.0 BTUH
INTERNAL LOADS 230.0 X 5.0 # PEOPLE 1,150.0
INFILTRATION PROCEDURE C 2,266.9
EQUIP SIZING LOAD 3,416.9
a
1
A.C.E-S Version 7.0>>>>===========1 047263 WWTRUSS>>>>===
1994
Customer
ProjectPect
L- H
Truss A Family #23:13119:49
y 5 12_ Top Pitch '
Span 19 65 Quantity --
REACTIONS - SIZE
slNc-- APPROVED FOR MITEK INDUSTRIE .
TOP CHORD
1-2=-3983
BOTTOM CHORD
6-7- 3603
WEBS
2-8-82 1=-1881 8.00
6=-2077 8.00
2-3=-3827
3-4=-3528
7-8. 3528
8-1- 3603
3-8- 895
3-7= 0
4-5=-3827 4-7= 895.'
5-7=-82 r • 5-6--3983 c
A .sir
BOTT CHORD SPLICES:7-B-3X6;
31
4X8
3
4X4
4X4 4X8
7-0 5-6 7-0
AUG 2 3 !3
6
5
R. HL TO PK 7-7
L. HL TO PK:7-7 SPAN:19-6 RISE:3-3-1 RIGHT HEIGHT:0-4-1
LEFT HEIGHT 0-4-1
MINIMUM GRADE OF LUMBERLOAD_
LOADING (PSF°) MAX STRESSESTOP3-4=0 997 TOP CHORD:2*4 No.2D 19 SP
L D TOP
7 8=0.997 BOT CHORD:2*4 No 2D 19 SP
TOP 300 10 19 SP
LL =0 14 < L/360 WEBS No.
BOTT -- ------
LOLL_•-___------- -------------- _ -_-- _-_-_-_----------
DEFL
8= •2*4 3
SPACING 24.0 in. o. .
REPETITIVEI'STRESSES•NOTPUSED 1.33
N0. OF MEMBERS = 1
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE. TYPE
1 1.33 1.33 UNIFORM 1- 3= 74 3- 4= 167 4- 6- 74 6- 7= 20 7- 8= 45 8- 1= 20
CONCENTRATED 7- 672 8= 672
CHORD: 3-4 TO BE 2*4 DSS 19 SPPLATESAREMITEKM20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYNMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91THISDESIGNISFORTRUSSFABRICATIONONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEEk.
NQTTI. jRUSS4&S-BEEN CBEC%ED FOR 0) NPR WIND LOAD
AT Y WkLL-REIM , ENCLOSED BLDG.l9' PSF TOTAL
DEAD LOAD. PROVIDE ANCBORAGE CAPABLE OF CARRYING
j5",,,,>- LBS. UPLIFT FORCE AT JOINT ' AND
2 -7 LBS,,,UPLIFT FORCE AT JOINT 0
7.0 <<<3WWT4R19S56>1994A.C.E S version >>>>_- ___=__[
047264 ]==='Tue-Aug 2
rCustomr :.L- H Truss ID B Family -#f : 31
12- -
Project_6 Quantity - -Top Pitch =: 5
Span __•_19 APPROVED FOR MITEK INDUSTRIES INC. REACTIONS - SIZE
FORCES - GRAVITY LOADS 1.-885 8.00
1-2=-1548 6-7. 1407 2-8.-343 6=-1081 8.00
2-3:-1183 7-8- 1091 3-8= 236
3-4=-1091 8-1. 1407 3-7= 0
4-7= 2364-5=-1183
5-6=-1548 5-7=-343
PROVIDE FOR 325 LBS UPLIFT AT JOINT 1 (0-37)
PROVIDE FOR 457 LBS UPLIFT AT JOINT 6 (0.42) PROVIDE FOR 63 LBS HORIZ. REACTION AT JOINT 1
BOTT CHORD SPLICES:7-8=3X6;
31
9
4X8 40
3 4
3X4 ZX0
M-1
wal
AUG 2 3 rjull
A
R. HL TO PK 9-9
L. HL TO PK:9-9 SPAN:RISE:4-1-1 RIGHT HEIGHT.0-4-1
LEFT HEIGHT:0-4-1-- - -- -----------------------_------ --------- MINIMUM GRADE OF LUMBERMAXSTRESSESLOADING
L(PSFD TOP 5-6=0.262 TOP CHORD:2*4 N0.2D 19 SP
6-7=0.460 BOT CHORD:2*4 No.2D 19 SP
TOP 30 7 BOTT 6.05 < L/360 WEBS :2*4 No.3 19 SP
BOTT 10 LL.DEFL.@8=_ _ _____
E - 1.33 SPACING 24 0in. 0• C.
STR INC.: 1.33 PLATE - _ N0. OF MEMBERS -
REPETITIVE STRESSES USED
WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC).
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWITH NDS DESIGN
WN) _
PLATE MUST BE INSTALLED ON EACH E
ONLYOF
OFOR PERMANENT ANOYTEMPORARYSBRACING(WHICH IISSNFALWAYS REOD)CONSULT BLDGEARCHITECT•TOR ENGINES THIS
DESIGN IS FOR TRUSS FABRICATION
WWTRUSS>>>>===
Version 7.0>>>>===========[
047265 1=====Tue Aug 23 14.20:03 1994
A.C.E.S
Q-H C Family # 10
lCustomer •
J1305 Truss ID 6 Top Pitch 5-12
Project #' Quantity '-----------------==---------
Span • _1 9r1 _8___________________"- _ APPROVED FOR MITEK INDUSTRIES INC.
REACTIONS SIZE
FORCES - GRAVITY LOADS 1=-868 8.00
1_2=_1392 5-6= 1317 2-6--301 5.-1063 8.00
2_3a-1059 6-1- 1250
4-6--376
3-4 -1059
4-5---1446
PROVIDE FOR 445 LBS UPLIFT AT JOINT 5 (0.42)
PROV XR[j63, iO2JOINT 1 PLATEOFFSETS -
LEFT=TOP) 4-7-
8 4> r`
D
7 4X4
AUG
L 3 AD 4
R.
HL
TO PK 10 6-12 L. HL
TO PK:10-1-14 RISE:4-4-13 RIGHT HEIGHT 0-4- 5PAN:19
1-8 HEIGHT:0-
5-15 `-_- LEFT --- ---------------- MINIMUMGRADE OF LUMBER LOADING LiPSFD
MAX STRESSES TOP CHORD:2*4 N0.2D 1 TOP 4
5=0.283 BOT CHORD:24 No.3D199SPP TOP 30
7 BOTT 5 6=0.535 < L/360 WEBS - BOTT 0
10 =---------------------------------=E4 1. o. C. LL DEFL@6005 --- -- SPACING : 0
1.33
PLATE = 1.33 STR.INC.'
LUMB NO. OF MEMB RS REPETITIVE STRESSES
USED TRUSS HAS
BEEN CHECKED FOR 100 M.P.H. DFROM ASTMLA HEIGHT446 D A GALVANIZED STEED EL(EXCEGNEPPTNFSSHWWTH)ING 1NDS
DESIIGNLSPECS, (
SSBC,TPI-91 PLATES ARE
MITEK M20-2'58,216 MANUFACTURED PLATE MUSTBEINSTALLEDONEACHFACEOFJOINT, SYpMETRICALLY(EXCEPT AS SHOWN)DESI THIS DESIGN
IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINES
Version 7.0>>>>=_____-=___[ 047270 ]==---=
Tue====<<<<
WWTRUSS>>>>=
Aug 23 14:21:19 1994
A.C.E.S
Customer L- -H
Project #: Truss ID : D
2
Family #
Top Pitch
sp cial
5.12
26 5
Quantity Bot pitch 90./12
Span
G 0-81eat5_/12,
REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
FORCES - GRAVITY LOADS
1-2--3938 6-7- 1906 2-10--452 1=-1386 8.00
6e-1386 8.00
2-3=-3460 7-8= 0
3-4--4128 8-9- 37
3-10= 792
3-9. 2432
4-5--4112 9-10. 2653
5-6=-2082 10-1= 3670
4-9--198
5-= 1902
1377`
9-7- 2418N
PROVIDE FOR 560 LBS UPLIFT AT JOINT 1 (0.40)
PROVIDE FOR 560 LBS UPLIFT AT JOINT 6 (0.40)
PROVIDE FOR 91 LBS HORIZ. REACTION AT JOINT 1
TOP CHORD SPLICES:2-3-34;4-5=3X6;
PLATE OFFSETS (X=LEFT,Y=TOP):[J7.3,1.5),
1-4. 3-10 7-10
4X6
5;
1X4
AX4
3X5
p 7-10
AUG 23 IM
iX5
INTERNAL RISE:2-10 3 R. HL TO PK :14 1
L. HL TO PK:14-1 SpAN:26-0 RISE:5 9-1 RIGHT HEIGHT:0-4-1 -
LEFT HEIGHT:0 4-1 ---- ---'-- MINIMUM GRADE OF LUMBER
LOADING (PSF) MAX STRESSES TOP CHORD:2*4 DSS 19 SP
L D TOP 2-3=0.926 BOT CHORD:2*4 N0.2D 19 SP
TOP 300 10 LLTDEFL.@10- .32 < L/360 :2*4--_3-19-SP---__-!_-
BOTT _--___ -__-_-------------------- -- - ----
0 WEBS No
SPACING : 24.0 in. o. C.
STR.INC.: LUMB = 1 33 PLATE = 1.33
NO. OF MEMBERS 1
REPETITIVE STRESSES USEDNOTE: PROVIDE FOR 0.31 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING
CHORD: 2-3;`3-4; 4-5 TO BE 2*4 No.2D 19 SP
CHORD; 8-9 TO BE 2*4 No.3 19 SPTRUSSHASBEENCHECKEDFOR100M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC).
PLATES ARE•MLTEK-JO'-258,216 KF RED FROM
SYMMETR CALLY EXCEPTV IZE )EDEESIC,NCECONFORMS WITH
AS
NDS DESIGN SPECS, SSBC,TPI-91
MATE.-KISL„BE:T DID EACH•FACE OF JOINT,
THIS DESIGN -IS FOR-.%= FABRICATION ONLY•FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE
Version 7.0>>>>==_ '====== [ 047284 23WW4R26S12>1994TueAug : A C.E-S
lTCustomer : L-Q H TrussIDDZ Family # : sp cial 5./
1
Project #: J1305 26-
0 Quantity To
Pitch Bo?
pitch : 90./12 Span
Seat
ut 0--8 9-
1 2.5 12_ r
REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. FORCES -
GRAVITY LOADS 1-
2--3938 6-7- 1906 2-10=-452 1=-1191 8.00 6--
1386 8.00 2-
3=-3460 7-8- 0 8-
9= 37 3-
10= 792 3-
9= 2432 f a' 3-
4--4128 4-
5=-4112 9-10- 2653 4-9=-198 5-
9- 1902 r ` - '
1c •
Z 5-6--2082 10-1- 3670 5-
7--1377 PROVIDE
FOR 428 LBS UPLIFT AT JOINT 1 (0-36) PROVIDEFOR560LBSUPLIFTATJOINT6 (0.40) PROVIDEFOR91LBSHORIZ. REACTION AT JOINT 1 TOP
CHORD SPLICES:2-3=3X6;4-5.3X63 PLATEOFFSETS (X-LEFT,Y-TOP):[j,1.5]. 4
3-10 7-10 4J6
10
57
S 6TERNAL
RISE:2 10-3 R. HL TO PK 14-1 IN
L.
HL TO PK:14-1 RISE.5-9-1 RIGHT HEIGHT:0-4-1 gPAN:
IN
LEFT
HEIGHT 0-4-1 ---------- MINIMUM GRADE OF LUMB- LOADING-
L(
PSFD _ MAX STRESSES TOP CHORD:2*4 DSS 19 SP TOP
2-3=0 926 BOT CHORD:2*4 No.3D119SPP TOP
3Q 10 LOTDEFL_@1-_32_--L/360=-=BS---=-------------_-_-_____ 1
WE
1.
33 vlmzp
SPACING :
24.0 in o. C. STR.
INC.: LUMB 1.33 PLATE = NO. OF MEMBERS = 1 REPETITIVE
STRESSES USED NOTE: PROVIDE FOR 0.31 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING CHORD:
2-3; 3-4; 4-5 TO BE 2*4 No.2D 19 SP CHORD:
B-9 TO BE 2*4 No.3 19 SP ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC . TRUSS
HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, PLAY
MjW-M2O-25ELZj6 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SH(WN) _ PLAT6•-
MAT-K:jNNST'84LE ON EACH -FACE FABRICATION
OF JOINT,FOR
SYMANENT ANDICALLMMETRYTEMPORARYSB NG(WHICH IISSJALWAYS REOD)CONSULT BLDGE`ARRCHITECT TOR ENGINEER THIS
DESIGN IS
F . .
i i +•{. "I..a .. _ ... _
war ... ,..,
047266l============----=<<<<WWT
R2SS22>199= TTueAug23 . DRAWING --------------- Customer
H Truss ID E Family # 10112 L- Top Pitch 5. Project #
263005 Quantity 1 Span
at=24-inches o c standard - able end detail NOTES:
1--Gable studs-s-paced 2 _
Brace vertical studsrovidedoalonGeentire bottom ciord 3 -
Continuous bearing p able stud unless otherwise noted 4 -
Provide 1 X4 plates at each end o g Vf.-
u .2-1 3X5
1
7
6-
2-2 3X6
SPL. 6-
9-14 AUG
2 3 k 1.
7-1-7 26-
0 10-
9 8-
2-13 8-
10-9 8-
10-9 R. HL TO PH :14-1 L.
HL TO PX:14-1 6-0 RISE:5-9-1 RIGHT HEIGHT:0-4-1 LESPAN;
2
FT HEIGHT:"-i ------------------------------- _---____-_----_ MINIMUM GRADE
OF LUMBER LOADING-L(
PSFD -
MAX STRESSES TOP CHORD:2*4 N0.2D 19 SP BOT CHORD.
2*4 -2D 99 SP TOP 30
7 LL DEFL.@0-0 00 < L/360 WEBS -__-_-- __-- =- No 3 1 TT 0
10 _ _ --_-_- __0_ in. BO ____=___-_ --- SPACING-: 24 in c. 1.33-
PLATE = 1.33 STR.INC.'
LUMB - N0. OF MEMBERS = 1 REPETITIVE STRESSES
USED NCLOSED BLDG.
TYPE. ASSUMING 10 PSF TOTAL D.L. (SBC). TRUSS HAS
BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FTGALVAN, E PLATESARE
MITEK M20-258,216 MANUFACTURED FROM ASTM A IC GRD
A
EPT ASBRACIN)
DESICGNCO FORMSWITOD)CONSULT BLDG ARCHITECT OR ENGINEER. PLATE MUST
BE INSTALLED ON EACH FACE OF JOFN JOINT, ISANDYTEMPO SFK)MNJ)
DESIGN CONFALWAYS ORMS WITHNOS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN
IS FOR TRUSS FABRICATION ONLY
A.C.E.S Version 7 0>>>> -------__[ 047267 WWTRUSS>>>>===
Tue Aug 23 14:20:58 1994Customer : L-QQ H
Project #: J1305 Truss ID : F Family # : sp cial
125.7/12Span : 36-0 Quantity : 1 Tot Pitch
Bo 2_- Seat cut • 0-8 pitch -
REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. FORCES - GRAVITY LOADS
1-2--2350 7•-8=-1053 2-12= 162 1=-1097 8.00
2-3--1231 8-9--1564 2-11=-957 8a 2593 8.00
s
4-5=-82 10-11. 371 3-10=-776
5-6. 1659 11-12- 2096 4-10= 827
6-7- 1143 12-1= 2195 4-9=-1052
5-9- 1795
5-8--1902
6-8--519
PROVIDE FOR 486 LBS UPLIFT AT JOINT 1 (0.44)
PROVIDE FOR 859 LBS UPLIFT AT JOINT 8 (0.33)
PROVIDE FOR 192 LBS UPLIFT AT JOINT 7 (3.52)
PROVIDE FOR 119 LBS HORIZ. REACTION AT JOINT 1
TOP CHORD SPLICES:2-3-3X6;4-5=3X6;
PLATE OFFSETS(X=LEFT,Y-TOP):[JB=4,2],[j11=3,23,
3;
A.
r-• v
No. 3
1 1 i ii
ATE
F 1 9 0 17-0 19-0 25-4 3Q-8 , 36-0 .2-1
9-0 8-0 2-0 6-4 5-4
1.
5-4
4X6 4X8
x4 53CS
7 0 13 0 -17-0 19-0 25-4 36-0_
7-0
F
6-0 4-0 2Q—' 6-4 10-8
AUG 23
5
L. HL TO PK:18-5 INTERNAL RISE:2-6-13 R. HL TO PK :18-5
LEFT HEIGHT:0-4-1 SPAN:36-0 RISE:7-5-1 RIGHT HEIGHT 0-4-1
LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER
L TOP 1-2=0.957 TOP CHORD:2*4 DSS 19 SP
TOP 30 7 BOTT 7-8=0.660 BOT CHORD:2*4 DSS 19 SP
BOTT 0 10 LL.DEFL.@12=0.16 < L/360 WEBS :2*4 N0.3 19 SP
SPACI
REPETITIVEI,STRESSES USEDLATE = 1.33
NO. OFNMEMBERSO-i1. o. c. V
WEB 4-9; 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE
Note; Use 1x4 or 2x3 Cont. Bracing conn.w/2-8d nails, or T-brace of same size and grade as web Conn, to narrow face w/IOd nails 6 in, o.c
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (Sac).
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONPDRMS WITH NDS DESIGN SPECS, SSBC,TPI-91
THIS DESIGN -I& FOR -TRUSS .EABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CDNSULT BLDG ARCHITECT OR ENGINEER.
WWTRUSS>>>>=
A.C.E.S Version 7.0>>>>=__________1 047271 ]=====
Tue Aug 23.19011:55 1999
Customer L-3-H
Truss ID • H Family #
Project #: 91405 Quantity : 9 Top Pitch 5./12
Span_______•__________________________________________________________________
FORCES - GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1= 603 8.00
1-2--490 3-4= 446 2-4= 87 -
2-3 -490 4-1= 446 3=-603 8.00
PROVIDE FOR 277 LBS UPLIFT AT JOINT 1 (0.46)
PROVIDE FOR 277 LBS UPLIFT AT JOINT 3 (0.46)
PROVIDE FOR 33 LBS HORIZ. REACTION AT JOINT 1
3;
G r
a \ 1 h A vA. •
y
r
4 -1-
1 4- 4_84-8
4X4
4 8 9-4
4-8 4-8
a^
4
L. HL TO PK:5-0-11
R. HL TO PK :5-0-11
RISE_2-3_6-------RIGHT -HEIGHT_0_4_1
LEFT HEIGHT:0-4-1 SPAN:9-4 ---
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.222 TOP CHORD:2*4 No.2D 19 SP
BOTT 3-4=0.144 BOT CHORD:2*4 No.2D 19 SP
TOP 30 7
LL.DEFL.@4=0.01 < L/360 WEBS :2*4 No.3 19 SP
BOTT 0 10 _ _
STR.INC. LUMB 1 33-PLATE = 1.33 - - SPACING 24.0-in. o. C.
REPETITIVE STRESSES USED
NO. OF MEMBERS 1
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC).
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM+IETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DES IGW SPECS, SSBC,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEEI
A.C.E.S Version 7.0>>>>=====__====1 047272 WWTRUSS>>>>===
Tue Aug 23 14.22:00 1994
Customer
Project
L- J13QQ 05 Truss ID : I Familytch : 51 12
Span 36-0 - Quantity 1====________________________________ Top
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-4454
2-3=-4318
10-11=-1035
11-12=-1349
2-16=-51
3-16- 851
8-12=-2897 1=-2279 8.00
8-11= 951 12=-5442 8.00
3-4--4467 12-13- 744 3-15- 600 9-11=-341 10= 46 4.00
4-5--3472 13-14= 744 4-15=-151
5-6=-3472 14-15= 4467 4-14=-1161
6-7= 3515 15-16- 3981 5-14=-820
7-8- 3515 16-1= 4028 6-14= 3183
B-9- 1463 6-13= 218
9-10- 1126 6-12--5023
7-12=-672
TOP CHORD SPLICES:5-6=3X6;
BOTT CHORD SPLICES:12-13-3X6;14-15-4X6;
PLATE OFFSETS (X-LEFT,Y=TOP):[j6-6,1.53,[jl2=5,1.5],[jl4=4,2.51,
Truss has been checked for I':) 0 MPH wind load,
at ft wall height, enclosed bldg. type.
Provide anchorage of 3 1 J lbs. at Joint I ,
21151bs at Joint 12-,and lbs. at
Jointi p .
2-1
i1-0-14. 1, 6-0ii.4.
4-0-14 4-11-2 4-11-2
37
IYl
4X8 3X4 1X4
T
r A." o
n Co
4Tr °EJ E
4-8-14 3-4 3-6 3-0
4X12 1X4 4X8 AUG 2 3 199h
S 7 ° 1X4
4X4 3X4 4X10 1X4 3X9 4X4
7 0 ,.11-0 14 1 20-11-2 25-8 - -
7-0 4-0-14 4-11-2 4-11-2 4-8-14 -4 7 0
5
10
L HL TO PK:7-7
R. HL TO PK 7-7
SPAN:36-0 -RISE 3-3-1 RIGHT HEIGHT 0-4-1
LEFT HEIGHT:0-4-1
LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER
L TOP 6 7=0.644 TOP CHORD:2*4 DSS 19 SP
TOP 30 7 BOTT 15-16=0 541 BOT CHORD.2*4 No53199SSP
BOTT 0 10 LL. -- DEFL @15 0 25 < L 36 WEB
REPETITIVEz'STRESSES NOTPLATE
USED
1.
33 NO.
OFSPACING MEMBERS0=
in. o. c. LOADING STRESS
INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE
TYPE 1 1.
33 1.33 UNIFORM 1- 3- 74 3- 8- 167 8-10= 74 10-11- 20 11-16= 45 16- 1= 20 CONCENTRATED 11=
672 16= 672 WEB: 6-
12 TO -BE 2*4 No.2D 19 SP WEB 4-
14; 8-12 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB 6-
12 BRACED at 1/3 POINTS AS SHOWN ABOVE Note:Use1x4or2x3Cont.Bracing conn.w/2-8d nails.or T-brace of same size and grade as web Conn. to narrow face w/10d nails 6 in. o. PLATES ARE__
MIjfK M)20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATQMUST BE _INSTALLED K EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN
IS FOQ_-TRUSS_FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
A.C.E.S Version 7.0>>>>===========1 047273 WWTRUSS>>>>===
Tue 23 14:22:39 1994
Customer H
Project #: J13L—Q
05 Truss ID : J
Aug
Familytch : 5,12
Span 36-0 Quantity 1Top
FORCES - GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2--1954 8-9=-245 2-12=-324 1=-1251 8.00
2-3=-1603 9-10=-641 3-12- 296 10--2145 8.00
3-4=-1145 10-11- 1145 3-11--365 8=-348 4.00
4-5= 907 11-12= 1478 4-11= 318
5-6- 907 12-1- 1776 4-10=-2255
6-7= 695 5-10=-358
7-8- 266 6-10=-801
6-9- 271
7-9--430
PROVIDE FOR 559 LBS UPLIFT AT JOINT 1 (0.45)
PROVIDE FOR 862 LBS UPLIFT AT JOINT 10 (0.40)
PROVIDE FOR 190 LBS UPLIFT AT JOINT 8 (0,54)
PROVIDE FOR 63 LBS HORIZ. REACTION AT JOINT 1
BOTT CHORD SPLICES:I0-11=3X6;
oc Or
2-1
4-§ .90 17-4 25-5 27 0 . 31-6 . 3r 6_0_12=1 4-
6 4-5 8-4 8-4 AfbnL 1-4 4-6 4-6 AUG
2 3 4X8
4X8
3X4 1X4 4
s 6 3;
1X4
3X4
3X4 3X4 3X8
0
17-4 25-8 27r0 } 36-0 9-
0 8-4 8-4 1-4 9-0 L.
HL TO PK:9-9 R. HL TO PK :9-9 LEFT
HEIGHT:0--4-1 SPAN:36-0 RISE:4-1-1 RIGHT HEIGHT:0-4 1 LOADING (
PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L
D TOP 3-4=0.942 TOP CHORD:2*4 No.2D 19 SP TOP
30 7 BOTT 12-1=0.563 BOT CHORD:2*4 No.2D 19 SP BOTT
0 10 LL.DEFL.@12=0.09 < L1360 WEBS :2 4 N0.3 19 SP STR.
INC.' LUMB = 1.33 PLATE = 1.33 NSPACING: 24.0 in. o. c. V' REPETITIVE
STRESSES USED WEB:
4-10 TO BE 2*4 No.2D 19 SP WEB
3-11 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB
4-10 BRACED at 1/3 POINTS AS SHOWN ABOVE Note:
Use lx4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web corm. to narrow face w/lOd nails 6 in. o.c TRUSS
HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES
ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE
MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS ,DESIGNjS-FDR-TRUSS EMICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CDNSULT BLDG ARCHITECT OR ENGINEER.
A.C.E.S Version 7.0>>>>=__________1
Customer
047274 WWTRUSS>>>>==-
Tue Aug 23 14.23:04 1994
Project
L-HJ13QQ-05 Truss ID : K
1
Family # : 31
Top Pitch 5_ 12
Span 36-0 Quantity .
FORCES
REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
GRAVITY
1-2=-1998 7-8=-317
LOADS
2-11= 107 1=-1259 8.00g._2117 8.00
2-3=-1403
3-4=_888
B-9=-524
9-10= 1294
2-10=-573
3-10= 348 7=-368 4.00
4-5=-888 10-11- 1821 3-9--487
5-6= 836 11-1- 1821 4-9-518
6-7= 345 5-9= 1692
5-8=_1737
6-R=-503
PROVIDE FOR 563 LBS UPLIFT AT JOINT 1 (0.45)
PROVIDE FOR 814 LBS UPLIFT AT JOINT 8 (0.38)
PROVIDE FOR 213 LBS UPLIFT AT JOINT 7 (0.58)
PROVIDE FOR 77 LBS HORIZ. REACTION AT JOINT 1
BOTT CHORD SPLICES:8-9=3X6;9-10-3X6;
PLATE OFFSETS (X-LEFT,Y=TOP):[j5=6.5,2),
37
5-6 7-0
4X8 iX4
m
FICq','
Q
T-5-6 5-6
4X12 AUG 23
1X4 30 3X8 a^1W
7-0
I
5
L. HL TO PK:11-11
R. HL TO PK :11-11
LEFT HEIGHT 0-4-1 SPAN:36-0 RISE:4-11-1 RIGHT HEIGHT:0-4-1
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
TOP 3-4=0.661 TOP CHORD:2*4 No.2D 19 SP
L D
BOTT 10-11=0 448 BOT CHORD:2*4 No.3D199SPPTOP307LL,DEFL.@10=0.08 < L/360 WEBS *
STR.INC.: LUMB -=1.33 PLATE = 1.33SPACING : 24 0-in. o. C. Vo REPETITIVE
STRESSES USED NO.
OF MEMBERS 1 WEB
3-9; 5-9, 5-8 BRACED at 112 POINTS AS SHOWN ABOVE _ Note -.
Use 1x4..or 2x8 Cont.Bracing conn.w/248d nailsWALL HEIGHT8 FT, ENCSLOSED BLDG. TYPE, ASSUMING 10 PSF TOTALize and gradeaswebConn. to narrowaD.L./(SBC)ails 6 in.
o. TRUSS HAS
BEEN CHECKED FOR 100 M.P.H. WIND LOAD, PLATES ARE
MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEON AS SHOWN) PLATE MUST
BE INSTALLED ON EACH FACE OF JOINT, SY METRICALLY(EXCEPT AS SHOWM)DESIGN CONFORMS WITH NOS DESIGN SPECS, ITEC,TOR E THIS DES
IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
047275 Tue 231 4:23:29>1994eAugAu23
A.C.E.S VeHsion 7.0>>> Family # : Sp 12a1CustomerL-
Project #; 3605
LTrussID1Quantity
To Pitch 5•
Bo pitch : 2. /12
Span
cut 0-8 __________ Seat_ APPROVED FOR MITEK INDUSTRIES
REACTIONS - SIZE
FORCES - GRAVITY LOADS 1=-1073 8.00
1-2=-2600 B-9=-1183 2-12= 100
9-10=-1699 2-11=-1141
9=-2672 8.00
8=-33 4.00
2_3=-1339 10-11= 150 3-11= 92
3_4=-1235 11-12= 2427 4-11- 1257
4-5= 857 12-1= 2422 4-10=-1417
5-6= 930 5-10=-633-
6-7= 1801 6-10= 1597
7-8= 1285 6-9--1993
7-9=-520 c
w•`36205tin
PROVIDE FOR 484 LBS UPLIFT AT JOINT 1 (0.45)
UPLIFT AT JOINT 9 (0.37) PROVIDE FOR 976 LBSPROVIDEFOR137LBS UPLIFT AT JOINT 8 (4.17) REACTION AT R
PROVIDE FOR 91 LBS HORIZ. ,OIL Z],
X =LEFT,Y=TOp):[j9.4,2j,[jPLATEOFFSETS
4X4 30 4 b4 3X4
3 ` 6 euG %
3)
HL TO PK :14 1
INTERNAL RISERSE6 - RIGHT HEIGHT:O _
L. HL TO PK:14411 SPAN:36-0 __ ---_ AMBER =-_ _- _--
13
1
4-
LEFT HEIGHT:O MINIMUM ~GRADE OF LUMBER9MAXSTRESSESTOP (PSF) TOP
TOP CHORD:2 4 No
1-2=0.763 BOT CHORD:2*4 DSS 191SSPP
I'
7 BOTT 8 9=0 7748 < L/360 WEBS :2*4 No.3 19
BOP 30 10-====__ _=EFL.@1 _0====-
SPACIN _-in _o-_c---- LL.D 2__ _ .
G . 24.0-
1.33 PLATE = 1.33
STR.INC-: LUMB NO. OF MEMBERS - 1
REPETITIVE STRESSES USED
WEB 2-11; 4-10; 6-9 BRACED at 1/2 POINTS AS SHOWN ABOVE size
n.w 2-8d nai1WALL HEIGHT 8 FTS
and ASSUMING 10 PSFrTOTALaD.L. SBC)
lOd ails
in, c
Note:Use 1x4 or 2x3 Cont.Bracinp con /
S$BC,TP1-91TRUSSHASBEENCHECKEDFOR100M.P.N. WIND LOAD,
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALRANI
CING(,AiICH IS ALWAYSaREQD)CONSULT BLDG ARCHITECT OR ENGINEPLATEMISTBE•INSTALLED ON EACH FACE OF JOINT, PERMANENT ANDYTEMPORA
AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS,
TFTi.bESGN.IS FbR TRUSS"FABRICATION ONL
WWTRUSS>>>1994047276 ]=-===Tue Aug 23 14:23.55
A.C.E.S Version 7.0=_----_= Family # M cal
Omer L -H Truss ID M To Pitch 2
Project #' J1305 Quantity • 1 Bo pitch _- -__
Span
36-0 __+---_APPROVED FOR MITEK INDUSTRIES INC- Seat cut _0_-_-g------------------- - '
REACTIONS SIZE
FORCES - GRAVITY LOADS 1=-1079
8.0E
1-2=-2550 8-9=-1151 2-13= 102 9--2652
9-10=-1665 2-12=-1068 B -20 4.00
2-3--1372 10-11p-345 3-12- 897
3-4--745 11-12 1293 3-11=-1118
4-5=-686
12-1 2382 4-11=-6
5-6- 367 5-11. 1245
13-136-7- 1766 22
5-10a-1231
7-8= 1250 6-10- 1675 +^qT•.•`
6-9=-1961 V
t7-9=-520 y a52O5
PROVIDE FOR 482 LBS UPLIFT AT JOINT 1 (0.45) - PROVIDE FOR 932 LBS UPLIFT AT JOINT 9 (0.35) PROVIDE FOR 161 LBS UPLIFT AT JOINT 8 (8.17) PROVIDE FOR 105 LBS HORIZ. REACTION AT JOINT 1 .:
TOP CHORD SPLICES:2-3e3X6:6-7=3X6; t, `,P ;
PLATE OFFSETS(X=LEFT,Y=TOP):[j9@4,23,[j12=3,2], 'a
3X5
4-4
40 4X8
30 4 3
3X4
4
3X5
R HL
HEIGHT:064-1
INTERNAL RISE 2 6-13 RIGHT
HL TO PK:16-3 0 RISE:6 7-1
I,, SPAN : 36-- — =—
r
HEIGHT:O 4--1 __—_ lRADErOF LUMBER
LEFT __ ___________ MINIMUM G
MAX STRESSES TOP CH0RD:2 4PSF _ DSS
LOADING Li gpTT 8-9=0.744 BOT CH0RD:2*4 No.3119 SP`--
300 7 18 < L/360 WEBS _ _
TOP 10 LL.DEFL. @13=0. '--
BOTT __—_--________________ F — — —
1.
o. C.
SPACING 24.E in
STR.INC-' LUMB = 1,33 PLATE 1.33 NO• p MEMBERS
REPETITIVE STRESSES USED
face w/lOd nails 6 in.
nOWN ABOVE T-brace of same size and grade as web corn• to narrowWEB2-12. 5-10., 6-9 BRACED at 1/2 POINTS AS SHOWN ABOVE
ENCLOSED BLDG. TYPE, ASSUMING ID PSF TOTAL Q.L. (SBC).
Note:Use 1x4 or 2x3 Cont-Bracing conn.w/2-8dREDFROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT
PLATE-S E 1'TEK ve(-256.216 MANUFACTU D TEMPORARY BRACIN6(WHICH IS ALWAYS
WITH NDOND BLDG ARCHITECT OR ENGIN; PLUEE:A aT_BE INSTAL -LE' "0 1 EA(1 FACE OF JOINT, SyM,1ETRICA LLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-
THIS DESIGN IS_FDR TR FABRICATION ONLY. FOR PERMANENT
L 089
047277
WWTRUSS>>>>=__
Tue Aug 23 14:24:21 1994
A.C.E.S Version
44
7.0>>>>=_____-____[
ID N Famil : s cial
Y 712
Customer :
Project # Prod J1305 TruSS
Quantity : 2 Bopitch 2.5/12t '
Seat
36-0
0-8________________- APPROVED FOR MITEK INDUSTRIES INC. cut
OARS
REACTIONS - SIZE
8 00
FORCES - GRAVITY
1-2--2339 7-8--1097
2-3s-1418 8-9=-1610
9-10= 13373-4=-199
4-5=-199 10-11= 2189
5-6= 1707 11-1- 2186
6-7- 1191
2-11- 108
2-10=-854
3-10- 999
3-9:-1430
4-9=-303
5-9= 1897
5-8=-1909
6-8=-520
PROVIDE FOR 473 LBS UPLIFT AT JOINT 1 (0.43) PROVIDE FOR 871 LBS UPLIFT AT JOINT 8 (0.33) PROVIDE FOR 187 LBS UPLIFT AT JOINT 7 (5.19) PROVIDE FOR 126 LBS HORIZ. REACTION AT JOINT 1
TOP CHORD SPLICES:2-3=3X6;5-6=3X6;
10=3,2],
PLATE OFFSETS (X-LEFT,Y=TOP):[JB=4+21.[J
31
T4-6-2
1=-1
B=-2620
7=-36
4X4
8.00
4.00
4
4 5-0 7-4
14 4-6-2
5-4
AUS 2 3
R. HL TO PK :19-6
INTERNAL RISgI3E67110-1 RIGHT HEIGHT_0_4_1---
L. HL TO PK 19461 SPAN:36-0 -
LEFT HEIGHT:O_MINIMUM GRADE -OF LUMBER
LOADING -(PSF TOP STRESSES Tpp CHORD:2 4 DSS
1_2=p,
696 BOT CHORD 2*4 DSS3199SP
I'
7 BOTT 7-8=0.6967 < L/360 WEBS 4 No 1 SP----=___-
TOTT 30 10 LL.DEFL_@11=====-------=====SPACI=--=24= === o--=-- V 10 EMBE
SPACING in
1.33 PLATE _ .33
STR.INC.:'LUMB N0. OF M RS = 1
REPETITIVE STRESSES USED
face w/10d nails 6 in. c
WEB 3-9t 5-9. 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE ENCLOSED BLDG- TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC)•
Note:Use 1x4 or 2x3 Cont-Bracing conn.w/2-8d nails.or T-brace of same size and grade as web Donn. narrow
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD. WALL HEIGHT 8 FT.
FACE OF JOINT,
ASTMEA 446
SYMMETRICALLY( ASB N)DESI N COONFORMS
IS YS REQ )CONSULT BLDGEAARCHITECT,TOR ENGINETRUSSAREfkiiEKM20-25 216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN
PLATE -W -BE IatSi'Al1.ED F
EACH
THIS pESIGN IS fOR.YRUSS,fABRICATION ONLY. FOR PERMANENT AND TEMPORARY
047278
ID!
WWTRUSS>>>>=94
Fue ug 23 15p2cial 19
C.EA.
rcustome
5 Version
L-
7.0>>>>-__--_-__-
Project
H
36305
Truss 4Quantity
Toom1Pitch 2;5/ tch 12
8
Bo
APPROVED FOR MITEK INDUSTRIES INC- Seat REACTIONS - SIZE
FORCES - GRAVITY LOADS-11= 108
7-8=-1079
1=-1092 8.00
B--2609 8..
001-2=-2354
2_3=-1434 8-9=-1591
9-10= 1352
2-10=-854
3-10- 1005
7=_44
3-4=-210
4-5=-210 10-11- 2203
11-1= 2199
3-9=-1436
4-9=-295
5-6= 1687 5-9= 1887
6-7- 1172 5-8=-1902
6-8=-520
PROVIDE FOR 474 LBS UPLIFT AT JOINT 1 (0.43) PROVIDE FOR 867 LBS UPLIFT AT JOINT 8 (0.33) PROVIDE FOR 188 LBS UPLIFT AT JOINT 7 (4.33) PROVIDE FOR 126 LBS HORIZ. REACTION AT JOINT 1
TOP CHORD SPLICES;2-3=3X6;5-6=3X6; 10=3,2],
PLATE OFFSETS (X-LEFT,Y-TOP)e[j,2],[j
40
3)
M
LC
AUG 2 3 04
INTERNAL RISE 1 RIGHT HEIGHT_
PK 094-1_-= 13
RISE67 10- TO PK:19-6 SPAN:36-0LHLHEIGHT:0 4-1 --- ---_-- -_--=_ _--lDE OFLUMBER LEFT_ _ ______ __ _ MINIMUM Gam* DSS 19 SP LOADING (
PSF) _ TOP -STRESSES TOP CHORD:2 4 -- L
D - 1-
2=0.$68 BOT CHORD 2*4 NoS3119_SSP====----= TOP
30 10 LOTDEFL_@1_0816-<-L/360-WEBS=ACING
24-0 in o. C. BOTT _ _`-
STR.
INC..-LUMB V1 33 PLATE = 1.33 NO. OF MEMBERS - REPETITIVE
STRESSES USED D. 5-
8 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB3-9; ' CING AT BOTTOM CHORD NOT EXCEEDING 4' O.C. OVER DROPPEDBOTaOM pweb OR
pnnRE
rRrowCfaceNw/lOd aiG IS NOTlsP6lEnPROVIDE2*
4 CONTINUOUS BRA nn.w/2-ad nails,or T-brace of same size and grade TYPE, ASSUMING10 PSF TOTAL D.L. (SBC). Note:Use
1x4 or 2x3 Cont.Bracinq WALL HEIGHT 8 FT, ENCLOSED BLDG. . BEEK _CHECKED_ FOR 100 M.P.H. WIND LOAD, TRUPLATSS ARE.MITEK'M20-25,216 MAZFACTURED FROM ASTM A 446 GRD A GALVANIZEDCING(WHIGN CH ISCONFORMS WAYS
NOS
D
BLDG ARCHITECT OR ENGIN' EACH FACE
OF JOINT, SYMMETRICALLY(EXCEP SH01 1)DESIGN CONFORMS WITH NDS DS SHOWN) ESIGNSPECS. SSBC,TPI-91 PLATE MUST-
BE INS7ALLED ON THIS DESIGN
IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND T
WWTRUSS>>>>'__
047279 ]==-==Tue-Aug 23 14.25.13 1994
A.C.E.S Version 7.0> 215
Customer L- --H Truss -ID P Family # . / 12ToPitch
Project #: 11 05 Quantity . 3 Bot pitch -. 2--/12===---
span
cut 0-8 ___ ___=___-_-__ _ Seat __ __ __ _____________ REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
i _ -
FORCES - GRAVITY LOADS 1=-635 8.00
4-5. 1347 2-5- 121 4 -635 4.00
2-3- 0
442
5-1c 1344 2-4-1319
2-3...
3-4--254
PROVIDE FOR 189 LBS UPLIFT AT JOINT 1 (0.30)
PROVIDE FOR 336 LBS UPLIFT AT JOINT 4 (0.53) PROVIDE FOR 341 LBS HORIZ. REACTION AT JOINT 1
1X4
3
Ids• 'a w 2
M Ir, 2 3
r- 7-0
INTERNAL RISEE:2-8612-1 RIGHT HEIGHT:3 5-7
Z,. HL TO PK.15421 SPAN:14-0 __ HEIGHT:O =- -== --- ------------ LEFT _ ""_____'- MINIMUM GRADE OF LUMBERS SP
LOADING
L(PSFD MAX STRESSES TOP CHORD:2 4 N0.2D
TOP 1-2=0.765 BOT CHORD:2*4 No•2D1195PP
4 5-0 .2
300 7 BOTT _ 03808 < L/36O WEBS 4 No. _ - _-__--_-
TOP LL. EFL @5 ---------------=- __ -_ -- 0. W
BOTT---_===-=D-- - - -- SPACING i1. -_-__ _- ,24.0-
EMBERS = 1.33 PLATE = 1.33 N0,
STR.INC.: LUMB =
REPETITIVE STRESSES USED
WEB 2-4 BRACED at 1/2 POINTS AS SHOWN ABOVE grade as web Conn. to narrow face M/10d nails 6 gin•
Note;Use 1x4 or 2x3 Cont.Bracing conn.M/2-Bd nails,or T-brace of same size and 9 ASSUMING 10 PS F TOTAL D.L. (SBC).
AS SHOWN) TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE,
PLATES ARE MITEK M20-258.216 MANUFACTURED FROM ASTM A 446 GRD A RAR BRACIN6 WHHICH IS ALWAYSQD)CDNSULT BLDG ARCHITECT OR ENGINE
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT. SYbM ENTALLL (EEXCCEEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION O1JLY.FOR PERMANENT
047280 r--
g 23 1 4. 25. 17TueAu<<<<
WWTRUSS>>>1994
A.C.
Customer
E . S Version
QQL1305
7.0>>
Truss ID p Family # M12
Project 1 Quantity Z Top Pitch .
2 4 Es INC.Span __---_= _-_-- _ APPROVED FOR MITEK INDUSTRI
BOTTOM
REACTIONS SIZE
TOP -CHORD
1-2•-3083
CHORD
7-8. 0
WEBS
2-10= 6484
1.-3962 8.00
7=-3962 8.00
2_3=-5763 8-9. 5763
3--90=21613
3-4=-7684
4-5=-7684
9-10= 5763
10-1= 0 4-g.-223 p
z"'' H,
5-6•-5763
5-9= 2161
5-8=--1213 V
6-7=-3083 6-8= 6484 l` ,
PLATE OFFSETS (X=LEFT,Y•TOP):[J2.5,23,[j6=5,23,[JB=3,3].[J9-4.2),[J10=5,3),
6X10
3X6
1-Iw
1-14
3-1-14
4X5 3X4
3-0-2 3-1-14AIJG 23 19%
4X5
6X10
7X8 6X8 7X8
3-0-2
6
2-4 _ X6
1-14
2-0 RIGHT HEIGHT 2-0RISE: SPAN.12 4HEIGHT.2-0--___--------- LEFT MINIMUM GRADE OF LUMBER
LOADING
L(
PSF MAX STRESSES TOP CHORD•2*4 N0.2D 9 SP
TOP 3 4=0 169 BOT CHORD:2*4 No•2 19 SP
19 SP
TOP 30 7 BOTDEFL @900. < L/360WEB- - ------ -------------------
BOTT 0 10------L=====-=__ -=9=--------------- in. c.
0 S _^
SPACING : 24.0 . o
STR.INC . LUMB = 1.33 PLATE 1.33 NO. OF MEMBERS = 2
REPETITIVE STRESSES NOT USED
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.33 1.33 UNIFORM 2- 6= 74 7- 1. 5B4
2 MEMBERS NAILED TOG- W/1 ROW(S) OF 16d NAILS 12 in. o.c.(TOP CHS.),W/1 ROW(S) OF 16d NAILS 8 in. o.c(BOTT. CHS.)
For Webs use 1 ROW of 16d NAILS 12 in. o.c. A 446 GRD A GALVANIZED STEEL(DCCEPT AS SHOWN) PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM S DESIGN
PLATE MUST BE INSTALLED ON EACH FACE OF JONLYOFOR PERMANENT DY(TTEMPORARY B NG(WHICH IDS ALWAYS R QD)DCONSULT BLDGEAARRCHITECTTOR ENGINEE
THIS DESIGN IS FOR TRUSS FABRICATION
NOTE: - TRES US --BEEN CREWFOR 1 OO MPH WIND LOAD
Al 25 Fr WALL if4GHT, ENCLOSED BLDG. I J PSF TOTAL
DEAD LOAD. PROViDB-ANCHORAGE CAPABLE+ OF CARRYING
1 5 ,2, 5 LBS. UPLIFT FORCE AT JOINT \ AND
LBS. UPLIFT FORCE AT JOINT 1
A C.E.S Version 7.0>>>>===========[ 047268 ]========__=<<<<WWTRUSS>>>>===
Customer : L-Q H Tue Aug 23 14.21:10 1994
Project #. J1305 Truss ID R Family # 20
Span 7-0 Quantity 16 Top Pitch
FORCES — GRAVITY LOADS REACTIONS — SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2= 0 3-1= 0 1=-502 8.00
2-3--241 3=-306 8.00
PROVIDE FOR 220 LBS UPLIFT AT JOINT 1 (0.44)
PROVIDE FOR 164 LBS UPLIFT AT JOINT 3 (0.54) 2
PROVIDE FOR 169 LBS HORIZ. REACTION AT JOINT 1
7-0
C:DAUG 23 1%
7-0
7-0
L. HL TO PK:7-7
LEFT HEIGHT:0-4-1 SPAN:7-0 RISE.3-3- 1 RIGHT HEIGHT 3 3 1
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.620 TOP CHORD:2*4 No.2D 19 SP
TOP 30 7 BOTT 3-1=0.167 BOT CHORD:2*4 No.2D 19 SP
BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 N0.3 19 SP
STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING . 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC).
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER.
A.C.E.S Version 7.0>>>>=-_-_____--[ 7269 ]-___-- =
4 1994
Customer : L- Tue Aug 23 14:21.1
Project# J1 05 Truss ID S Family # : 20
12
Span 5-0=Quantity • 8 Top Pitch • 5.
APPROVED FOR MITEK INDUSTRIES INC.
FORCES - GRAVITY LOADS REACTIONS - SIZE
1-2= 0 3-1- 0 1•-410 8.00
2-36-169 1
3•-214 8.00
PROVIDE FOR 192 LBS UPLIFT AT JOINT 1 (0.47)
PROVIDE FOR 116 LBS UPLIFT AT JOINT 3 (0.54)- L-
PROVIDE FOR 121 LBS HORIZ. REACTION AT JOINT 1
2 1 5-0-7
5-0-7
AUG 23iv
5-0-7
5-0-7
L. HL TO PK:5-5-8 SPAN:5-0-7 RISE:2-5-4 RIGHT HEIGHT:2-5-4
LEFT HEIGHT:0-4-1
LOAADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
8TOP
CH0RD:2*4 N0.2D 19 SP TOP
30 7 BOTT 3-1=0 L
D TOP 1 2=0.33 BOT CH0RD:2*4 No.2D 19 SP BOTT
0 10 LL DEFL < L 93 360WEBS 2*4 No3 19 SP STR.
INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE
STRESSES USED NO. OF MEMBERS = 1 TRUSS
HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES
ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATEMUSTBEINSTALLEDONEACHFACEOFJOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS
DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER
is ` _ .....>. ._ . .. .. _..a, ..
047281 3===--======<<23WWT4R25S48>>99A.C-E.S Version 7.0>>>>======= TTue Aug1994
Customer L-QQ-H Truss ID T Familyg# 20 12
project # J1o05 Quantity : 8 _ -- Top_Pitch_-===____
Span_-----3______________________ REACTIONSON-SSIZEMIT APPROVED
FOREKINDUSTRIES INC. l-- FORCES - GRAVITY
LOADS 1-316 8.00 1-2-
0 3-1- 0 :..-3._120 B.00 2-3--
95 PROVIDE FOR
163 LBS UPLIFT AT JOINT 1 (0.52)PROVIDE FOR
67 LBS UPLIFT AT JOINT 3 _ PROVIDE FOR72LBSHORIZ. REACTION AT(JOINT 1 1 3-
0-7 3-0-
7 X)6
2 3 z SX4
3
3-
0-
7 3-0-
7 L. HL
TO PK:3-3-8 SPAN•3 07 RISE:1-7-4 RIGHT HEIGHT:1-7-4 LEFT HEIGHT•
0-4-1 _--- --------------------------- ---------- ________=_ MINIMUM GRADE OF LUMBER LOADING L(
PSF
MAX
STRETOP SSES102 TOP
CHORD:2*4 No.2D 19 SP QQ BOT CHORD•
2*4 No 2D 19 SP BOP 30 10
LLTDEFL-1<0L/360----==---WEBS-- _2*4No_3+19-5P_.=-=__--_ 1 33 PLATE-=
1.33 NOPAOFNMEMBER50-11' o. C STR.INC-' -LUMB = -
REPETITIVE STRESSES USED
TRUSS HAS BEEN
CHECKED FOR 100 M-P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BLDG. TYPE. ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK
M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(D(CEPT AS SHOWN) PLATE MUST BE
INSTALLED ON EACH FACE OF JOINT,Y.FOR SYMMETR
ANLDYTEMPORARYSBRACING(WHICH
IISSNFALWAYS R OD)OONSULT ITPLATE OR ENGINEER
THIS
DESIGN IS
FOR TRUSS FABRICATION
WWTRUSS>>>>=__
7.0>>>>=_=-__=___-
0 7282 J--=-=
Tue^ 5: 3 19944Aug2314.2 5
A.C.E.S Version Family # : 20
12CustoQQ-
ctr# J13O5 Truss iD U Top PitchProject1-0-719-0Quantity . 8 Span
APPROVED FOR MITEK INDUSTRIES INC. REACTIONS - SIZE FORCES -
GRAVITY LOADS 1•-222 B.00 1-
2. 0 3-1. 0 3.-26 8.00 2-
3e-21 PROVIDE
FOR 133 LBS UPLIFT AT JOINT 1 (0.60) PROVIDEFOR19LBSUPLIFTATJOINT3 (0.74) PROVIDEFOR23LBSHORIZ. REACTION AT JOINT 1 2 -
1 1-0-7 H---------
1-0 - 7 X*
2 3 IM, 2
3X4r
1
JC5
3 1-
0 L.
1-8 RISE:O-9-4 -----R-I-G-H-T-=H-E=I-G-H-T_O-_- 9_4 HL
TO PK:1-SPAN.1-07 LEFT
HEIGHT.0-4-1 ADE OF LUMBER MINIMUMGRADELOADING
LiPSF) TOP STRESSES
TOP CH0RD:2 4 No.2D 19 SP D
1-2=O.0QQO7 BpT CH0RD:2*44 NO 3D199SPP TOP
30 10 LL.DEFL 1<0L/_60---=-==-=02
WEBS_---=-=24===
in. ,-c:--==-__ LL. ____3 __ SPACING .
0 0 LUMB -
1.33-PLATE = 1.33 NO. OF MEMBERS = 1 STR.
INC.: _ REPETITIVESTRESSES USED TRUSS
HAS BEEN CHECKED FOR 100 M.P.H. WIND A HEIGHT446 O A. TYPE-
GALVANIZEDDSTEEL(EXCEPTF SSS ASSUMING
IWITH NDSDESITGNLSPECS(SSBC,TPI-91 PLATESAREMITEKM20-258,216 MANUFACTU PLATE
MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EMPOR AS RACIN)DESIGN THIS
DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGiNEE
047283 )=----T======<<<<WWTRUSS>>>>===
A.C.E.S Version 7.0>>>>_==----- = Tue Aug 23 14.25:56 1994
Customer
Project
L- H
J1 05 Truss ID V
4
Family #f 205 /
T pitchop 3_52_- 2--_`
Span 9-1 0=1_____________anti__
Quantity •
APPROVED — R ITEK INDUSTRIES INC.— FOR M RIES
REACTIONS - SIZE
TOP CHORD
1-2--726
CHORD
4-74-1- 691 2-4=-725 1.-738 8.00
4,-661 8.00
2-3a 0
3-"-325
5-0
3:
1
9-10-13
C IT',
C D
t3 10
3X4
L. HL TO PK:10-3-14 SPAN:9-10-13 RISE 3-2-13 RIGHT HEIGHT_3_2i13-
LEFT HEIGHT:0-3-14 MINIMUM GRADE OF LUMBER
LOADING (PSFD MAX STRESSES
TOP 2-3=0.483 TOP CHORD:2*4
CHORD:2*4
No.2D 19 SP
N0.2D 19 SPL
TOP, 30
T _ t 13LOT _ < 0 00
BOT
L/360 WEBS :2`4 No 3 1
170BOTT DEFL-@0
LUMB t 1.33 PLATE = 1.33 SPACING
NO. OF MEMBERS
o C.
STR.INCREPETITIVE STRESSES NOT USED
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.33 1.33 UNIFORM 1- 2- 49 2- 3- 136 4- 1- 25
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
OWN _
PLATE MSBE INSTALLEDLLED ONAEACH FACEETION OF JOINT,
FOR PERMANENTI ANDYTEMPORARASBRACIN6(WHICH
DESIGN `
IS FALWAYS REOD)CONSULT BLDGORMSWITHNOSDESIGNE`
ARRCHITECTTOR ENGINEER
THIS DESIGN
NOTE: TRUSS HAS BEEN CHECKED FOR 14,.) MPH WIND LOAD
AT A, -FT WALL HEIGHT „ENCLOSED BLDG. I I TOTAL
DEAD LOAD. PROVIDE ANCHORAGE CAPABLE OF CARRYING
Z J S._UPLIF7'-FORCE AT JOINT I AND
26j- - LBS.-UPLIFT-FORCE AT JOINT -4-
s fix- A
W W TRUSS Co. INC.
1233 US 1 NORTH
ORMOND BEACH, FL 32174
b 113
Beazl tiq Se t)
a DEL I o gp vi IMPORTANTI
THIS
DRAWING MUS T BE APPROVED AND RETURNED
BEFORE FABRICATION WILL BEGIN. FOR
YOUR PROTECTION CHECK ALL DIMENSIONS AND
CONDITIONd. BY
DATE
L H LLEONARD
QUALITY
MOM ES , urlc.
This is to authorize &RE& MOOR a= to sign applications for building permits for Leonard
Quality Homes,lnc.
4Jeffe 046821
Witness my hand and official seal In the County of Seminole, State of Florida, this day of
M+41Q*, , 19, by Jeff Green who is personally known to me and who did not take an oath .
REBECCA J. MAN N
June 20, 1995
THRU TROY FAIN MWK4WA W
370 WHOOPING LOOP, SUITE 1142, Altamonte Springs, Florida 32701 407-831-6100
FAX 407-831-7840
BOUNDARY AND LOCATION SURVEY FOR
LEONARD QUALITY HOMES
SEMINOLE COUNTY. FLORIDA
DESCRIPTION:
LOT_4. THE FLORIDA LAND AND COLONIZATION COMPANY ADDITION TO
SOUTH SANFORD. as recorded in Plat Book 1. Page 73 of the Public
Records of Seminole County. Florida.
SURVEYOR'S NOTES:
1) The surveyor has not abstracted the land shorn hereon for
easements. rights -of -ray or any other matter of record which
may affect the use or title of this land.
2) No underground installations or improvements have been located
other than shown.
3) All corners are set 5/8` iron rods with L.B.220 Doudney
Surveyors I.D. caps except as noted.
4) The bearing structure is based on the centerline of Fourteenth
Street being N 90°00'00'E.
5) See Page 2 of 3 for survey sketch and additional information.
6) See Page 3 of 3 for abbreviations used on this survey.
FLOOD CERTIFICATE:
Having consulted the National Flood Insurance Program Rate Maps.
in my opinion and to the best of my knowledge the building site
on the above described property lies in ZONE 'C' not an area of
100 year flood. as delineated by 'the Flood Insurance Rate Map.
City of Sanford. Seminole County, Florida. Community Panel No.
120294 0005 B. map effective September 17. 1980.
SURVEYOR'S CERTIFICATE:
This is to certify that this survey meets the Minimum Technical
Standards as set forth by the Florida Board of Professional Land
Surveyors in Chapter 21HH-6. Florida Administrative Code.
pursuant to Section 472.027. Florida Statutes.
DOUDNEY SURVEYORS. INC.. 200 Commercial Street. P.O. Box 266.
Sanford. Florida. (407)322- 451. By: David A. Doudney. President
Florida Registration Numb 3939
FIELD: P.K. 12 Oc ober 1994
CERTIFIED TO: OLD KENT MORTGAGE COMPANY: POHL and BROWN. P.A.:
AMERICAN PIONEER TITLE INSURANCE COMPANY: and to JEFF L. and
MARSHA M. McBRYDE
PAGE 1 of 3 JOB NO. 141-94
BOUNDARY AND L OCA T f ON SURVEY
FOR
LEONWRA U,4L i Tr llovEs
SE INOLE COUNTY. FLORIDA
DESCRIPTION:
LOT 4. THE FLORIDA LAND AND COLONIZATION COMPANY= —
ADDITION TO SOUTH SANFORD as recorded in Plat Book'9.
Page 73 of the Public Records .of Seminole County. Florida '
s
oo. /
i
C
t1
0 20 40 `' • /`
2'
10 30
SCALE: 1 - 20'
i6 O
00.
s /
LOT 4
FND 1/2" I.P.
NO I.D.
0.42' NORTH
0.49 WEST
A .
s
00
N 90000 ' 00' E :• 8
N
90°00'O4'E 50.00' S
s
6S.
56.00, 19.
50" p
36.
50' 1 o
PROPOSED RESIDENCE o
N c o
fin:
30.
00_ 1.
m
26.
00'.... 56.
00• DENOTES
SET HUB AND TACK S
90000"00`W 150.00' 0
W
to
e.
00' 5
JOB N0. 141-94 PAGE
2 of 3 I
4BGREVIAfIONS Li_:.CE=ND:
ACT)...........................ACTUA. MF_ASUREM4Nl
A/C.............................AIR CONDITIONER
BC..............................BACK OF CURB
CL..............................CENTER LINE
CM..............................CONCRETE MONUMENT SET
C.M.P...........................CORREGATED METAL PIPE
COMP)..........................COMPUTED MEASUREMENT
COR.............................CORNIER
DIRECTIONS
E...........................EAST
N...........................NORTH
NE..........................NORTHEAST
NW..........................NORTHWEST
S...........................SOUTH
SE..........................SOUTHEAST
S.J..........................SOUTHWEST
W...........................WEST
OR FOUND AS NOTED
lit.B.............................DEED BOOV.
DESC)..........................DESCRIPTION CALL OR MEASUREMENT
qD.O.T.)........................CALL OR MEASUREMENT IN A DEPARTMENT OF
TRANSPORTATION DESCRIPTION
ELEV............................ELEVATION
ENC.............................ENCROACHMENT
ESMT............................EASEMENT
F/L.............................FLOW LINE
FND.............................FOUND
I.D.............................IDENTIFICATION
I.P..................... ......IRON PIPE SET OR FOUND AS NOTED
I,NV.............................INVERT
IRON............................IRON BAR SET OR FOUND AS NOTED
IRON, L.B. 220................. 5/9" REBAR IRON WITH L-B. 220
IDENTIFICATION CAP
L.B.............................CORPORATION LICENSE NUMBER
L.H.220.........................CORPORATE REGISTRATION NUMBER OF
DOUDNEY SURVEYORS, INC.
M-H.............................MAN HOLE
NO..............................NUMBER
O.R.B...........................OFFICIAL RECORDS BOOK
P...............................PAGE
P.B............................. PLAT BOOK
P.0.............................POINT OF CURVATURE
P.C.0...........................POINT OF COMPOUND CURVE
P.C.P... ........... 7 ...........PERMANIENT CONTROL POINT
PLAT): ....................PLATTED MEASUREMENT
P.L.S...........................PROFESSIONAL LAND SURVEYOR
P.O.B...........................POINT OF BEGINNING
P.O.0...........................POINT OF COMMENCEMENT
P.O.A.0 ................. ........ POINT ON A CURVE
P.O.L...........................POINT ON LINfE
Po..............................PAGE'S
P.P.............................POWER POLE
P.R.0...........................POINT OF REVERSE CURVE
PRO.)..........................PROPORTIONED MEASUREMENT
P.R.M...........................PERMANENT REFERENCE MONUMENT
P.T.............................POINT OF TANGENCY
P.V.0...........................POLYVINYLCHLORIDE
R.C.P...........................REINFORCED CONCRETE PIPE
REC.............................RECOVERED
R.L.S. ........................REGISTERED LAND SURVEYOR
R/W.............................RIGHT-OF-WAY
T.B.M...........................TEMPORARY BENCH MARK
T.0.............................TOP OF CURB
TYP.............................TYPICAL
SEC . .......................SECTION
T...........................TOWNSHIP
R...........................RANGE
CURVE ELEMENTS
p...........................DELTA,OR CENTRAL ANGLE OF A CURVE
R...........................RADIUS
L...........................ARC LENGTH
A...........................ARC LENGTH
C...........................CHORD
CB ..........................CHORD BEARING
T...........................TANGENT
PAGE 3 OF 9 JOB NO. 141-94
LU
t3
s
J
T J`s
RTPGA830 Strap Secure under
Plate to Stud and 2(2 x 8) Beam
Bu8 x iG
Geiv G r3LtcC
N
M uASE
Sa'DL''
Semco RT12 each Truss at
Knee Wall and 2 x 8 Beam
impson HUC•481'F
s'
t Gr^: ' t Top Course
J
E_ ' MUVS
r
Side Three Wall same as Interior Load
Bearing Frame Wall
v BLaad I
Cell with 1#511 Bar
i
o raa k
1451s 0 A.4 -