HomeMy WebLinkAbout415 W 19 St 05-263 New SFHty
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t . \1 - PERMIT ADDRESS SUBDIVISION
CONTRACTOR \N-
ADDRESS
PHONE NUMBER LAQ'1 (n-) R-
PROPERTY OWNER
1--s04
ADDRESS 0 \\ — ()- S
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
PERMIT #®S Q\-o? DATE
PERMIT DESCRIPTION Q—
PERMIT VALUATION y
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SQUARE FOOTAGE yo4
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City of Sanford Certificate of Occupancy
This is to
certify that the building located at 415 W 13`h St for which permit number 05-263 has
heretofore been issued on July 18,2005 and has been completed according to plans and specifications filed
in the office of the Building Official prior to the issuance of said building permit, to wit
as New Single Family Residence complies with all the building, plumbing, electrical, zoning and
subdivision regulations ordinances of the City of Sanford with the provisions of these
regulations. Staff Approval Date
Building: R Addison
07/
01/05 Engineering: G Hyatt
07/
15/05 Public Works: J
Crumpton 06/
27/05 Utilities: R Blake
06/
28/05 Fire Department: Zoning:
Conditions (if
blank,
no conditions apply) Ja-Ro Construction `(
Vl07/18/05 Property Owner Building Official
Date
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
New Single Family Residence****
06/23/05
05-263
415 W 19" St
Jo-Ro Construction
Rose 407-416-0078
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Utilities
O Fire
Zoning
ElLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
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CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION Sx
New Single Family Residence**** lv
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DATE: 06/23/05
PERMIT #: 05-263
ADDRESS:
CONTRACTOR:
PHONE #:
415 W 19`h St
Jo-Ro Construction
Rose 407-416-0078
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire
ublic Works 04 Zoning _
Utilities OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFICATE OF OCCUPANCY '
REQUEST FOR FINAL INSPECTION
1
New Single Family Residence****
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DATE: 06/23/05 I
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PERMIT #: 05-263CJ
4L r Vi E Q
ADDRESS: 415 W 191h St
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CONTRACTOR: Jo-Ro Construction
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PHONE #: Rose 407-416-0078 a
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The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Fire
OZoning
i< iti OLicensing
c Z. o/,-
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
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LMBC10G1 CITY OF SANFORD
Address Misc. Information Inquiry
6/27/05
09:29:51
Location ID . . . . . . .
Parcel Number . . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5=View detail
Opt Description
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
272585
36.19.30.506-0000-1040
415 W 19TH ST
Free -form information
LINE EXT $1027.57 PD 11-19-04 SEE MISC
REC#17659
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP05-263 PD 11-8-04 SEE REC#7262
SW TAP (ST) $1300.00 3/4"WA METER SET
FEE $190.00 WA TAP FEE $120.00
PD 11-9-04 REC#7262
F2=Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
nt: Read the Instructions on paqes 1 - 7.
O.M.B. No. 3067-0077
Expires December 31, 2005
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME
JD h N S Q U 1,
I Policy Number
BUILDING STREET ADDRESS (Including Apt., nit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
CITY STATE ZIP CODE43Z Z Z/ PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.)
Ld7 / 0 & SA ., ,./ A/p,7fs Fd Z fi 9 G z-& 3
BUILDING USE (e.g.. Residential, Non-residential, Addition, Accessory, etc. Use a C m nts area, if necessary.)
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM:
SOURCE: or ##.#####°) 1_1 NAD 1927 1_I NAD 1983 I_I GPS (Type):
LI USGS Quad Map 1-1 Other
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
B4. MAP AND PANEL 85. SUFFIX' B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER DATE EFFEC,JIVE/REVISED DATE ZON-ESS) (Zone AO, use depth of flooding) Z p'Z U /f ri /7 J1lir X _ . 4
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. /
I_I FIS Profile I_1 FIRM _) Community Determined I L -Other (Describe): L(I14
B11. Indicate the elevation datum used for the BFE in B9: 1 4f gGVD 1929 1_1 NAVD 1988 1_J Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes 1_1 No
Designation Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: 1_1Construction Drawings' I_IBuilding Under Construction' 1_ inished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number ___L_ (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.)
C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH. AR/AO
Complete Items C3.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 BFE in Section B, convert the datum to that 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 Conversion/Comments
Elevation reference mark used 29 does the elevation reference mark used appear on the FIRM? 1_1 Yes I L('No
a) Top of bottom floor (including basement or enclosure) i Z . O ft.(m)
b) Top of next higher floor /VA. _ ft.(m) '0
c) Bottom of lowest horizontal structural member (V zones only) A14• K•(m) o 0d) Attached garage (top of slab) .s f ( ft (m) E . l?L -5
e) Lowest elevation of machinery and/or equipment "'
servicing the building (Describe in a Comments area.) 'i/ ft.(m)
f) Lowest adjacent (finished) grade (LAG) .L . Q ft.(m) Z
g) Highest adjacent (finished) grade (HAG) _ ft.(m)
h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N4
i) Total area of all permanent openings (flood vents) in C3.h .IYA sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
I nis certmcation is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
cerfify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001
CERTIFIER S NAME /
r 0
LICENSE NUMBER
TITLE
Q/
COMPANY NAME
Cc ('/f1G %L DYl.o y /y/L/Ly lit AADDRESSCITYriCij, , / X /,,- STATE , ZIP CODE
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
M. E WARD GORDON
REGISTERED LAND SURVEYOR No. 2259
P.O. BOX 1557
SANFORD, FL 32772.1557
407) 324-5720
MEMBER FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS
JUKE 29,2005
RE: LOT 104 SANFORD HEIGHT ADDITION
41519THST)
TO WHOM IT MAY CONCERN:
THE FINISHED FLOOD ELEVATION OF THE STRUCTURE LOCATED AT 415 19TH ST
LOT 104 SANFORD HEIGHT ADDITION) MEET OR EXCEEDS REQUIREMENTS
SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, sec. 6-7(a).
SINC E RELY,
r
6
M. EDWARD GORDON
RLS:,"2Z5-ei
FL 11 T OF SURVEY
DESCRIPTION LOT 104 SANFORD HEIGHT ADDITION__
TO THE PLAT THEREOF
I S RECOROEO IN PL H T BO0/l 2 PRCFT,5.7 62 AND 63
THE PUBLIC RECORDS OF SEMINOL E COUNT Y, FL ORID/I
19TH ST ( 50' R/W ) PAVED
Tv- - - - 1 ---
Cb
FD REBAR
L 0 T 10-3
CERTIFIED TO-
IRUSTCO BANK
A 7-TORNE YS 777L E INSURANCE FUND. INC.
JOHN SORKS. IR
SOURCE OF VERTICAL CONTROL
SEMINOLE COUNTY e .329740J
ELEV. 53..32
TBM
TOP REBAR
ELEV. 51.71
N 89'45'37- F
t 50 0
3
o
o
o
o
i
Go
25
NG
d—
51..0 16.7
516
Go GARAGEo 75
917
a
8.7
J STY RE.S
p v-
F- F, EL EV
12.7 52.0
v-
In
3.3 .3
f
CT7vEh'ED
PO,901
57.67
1 fir°
S 89'45'37" W
FD REBAR
L0T 105
T1
FD REBAR
OF
SET REBAR 50 00
14' ALLEY
THIS PROPERTY LIES IN
ESMT - EASEMENT ZONE X ACCORDING
POC - PONT OF COMRIENCMENT IP - IRON PIPE TO FIRM M A 1' f 12117CSTY • STORY CB - CHORD REARING; R RADIUS -
CENTERLINE R/W -RIGHT OF WAY a - DELTA
U045 E DATE
X-X-X - FENCE PL - PROPERTY LINE C - CHORD
RE9 - RESIDENCE PC - POINT OF CURVE L - LENGHT
BLDO - BUILDINO CONC - CONCREIE P -PLAT
YID FRM - WOOD FRAME MON - MONUMENT • - NUMBER
UTIL - UFIUIY RD - ROAD -FD CONC MON n
FD REBAR s O - SET RFRAR 47759 0 - SET CONC 11ON •2259
IBM- TEMPORY BENCH MARK WV - INVERT
N.G.- NATURAL GROUND FF - FINISH FLOOR 13H - BENCH MARK
NOTES;
I NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
2. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO
111E SURVEYOR. TFERE MAY BE OTHER RESTRICTIONS OR UNRECORDED
EASEMENTS THAI' EFFECT THIS PROPERTY.
3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER WISES1iOWN
4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOL.LD
NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
5 BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS
BASE BEARING (B B.).
6 VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1929)
M. EDWARD GORDON SURVEYING
1-YPE- 17NIL on rE• 610512005
REGISTERED LAID SURVEYOR 02259
PO Box 657 SA13=0RD , FLORUA 32772 F'HOI E 324 5720
SCALE I" = JO' 509 WES7 n TII STREET SANFORD . FLORDA s OF. -
THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIA1111-I fY INSURANCE
CITY OF SANFORD PERMIT APPLICATION
Permit # C).s —
Job Address:
Description of Work: S
Historic District:
Date: q` 3d —o
S1 lz n rC_. 3Z 7 —7 1
Zoning: S P— — 1 Value of Work: $ /OZ yS0 • aO
Permit Type: Building _X Electrical Mechanical Plumbing Fire Sprinkler/Alann Pool _
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential,_, 1- Commercial Industrial Total Square Footage: /yZ l,,d.N J e ll+a te cLV
Construction Type: # of Stories: _ # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X)
Parcel N: 5 W N — 3 o —J V G—,Oood -- 1 0q0 (Attach Proof of Ownership & Legal Description)
Owners Name & Address_ J o IA'Q 1 P ' 11 lJ 7. 7 S-7u 4—f Py--2;r-Ir
Bonding Company. 1' " nrn r — "1 .0 A
Address:
Mortgage Lender:
P
Addressl l f Z SOL-A4,J , MG, W P FG J&Jr? -47
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 d-e
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 separte
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, ere may be additional pe ' required from other governmental entities such as water management districts, state agencies, or federal agencies.
Aceeptanc o is ri cation I notify the owner of property of the require ents of Florida Lien Law, FS 713.
49
Signature ofOwner/Agen C6to gnature of Co ctor/Agent Date
y
V
Prin caner/A ent's Name Print Contractor/Agent's Name —1
Cr
2 Signaturaf Notary -State of Florida Date Signa"tur of Notary -State of Florida Date 9 _
O a r ;
Owner/Agent is Z Personally Known to Me or Contractor/Agent is V Personally Known to Me or
Produced ID _ Produced ID T
APPLICATION APPROVED BY: Bldg Zoning: tilities:
Initial & Date) (Initial & Da e) (Initial & ate) (Initial & Date)
Special Conditions:
DEVELOPMENT FEE WORKSHEET
CTTY OF SANFORD
UTILITY — ADMIN
P.O. BOX 1788
SANFORD, FL 32772-1788
Project Name: /Xve Sig -GCS y /i'oM Date
Owner/Contact Person:
Address:
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 2", etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
Industrial, etc.):
Total Number'ofBuildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1 ", 2", etc.)
REMARKS:
CONNECTION FEE CAL CULAT70N.
Phone:
4__//
Name -
y y
ign ture -Date
o z
ncwocn rvna
rgwvarcnt Icesiaential Connection (ERC) -300 Gallons Per Day (GPD)
Residential -
S650/Unit -
S487.501Un1t -
Commercial
S650 ERU -
Single family structure, or multi -family unit
containing three (3) bedrooms or more.
Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is
based on judgmcnt/assumption, estimation that
such family units on average inquire 750/6-225 GPD
Of the water and sewer service of an average single
family unit
Fixtures unit schedule fmm Southern Plumbing Code
will be Used. One ERU will be charged for connection
and up to twenty (20) fixtures units.
For projects having more that twenty (20) fixture unit
base for the first ERU. (Example: twenty-five (25)
fixtures units will be rated as 115 eru: twenty-six (26) fixture units will berated as 1.5 ERU.) .
2) Sewer Systems Impact Fee.
Equivalent Residential Connections-270 Gallons Per Day (GPD)
Residential -
S1,700 Unit - Single Family structure, or multi -family unit
51,275Nnit _
Containing three (3) bedrooms or more.
Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is based on
judgment/assumption, estimation that such family units on
average require 75% of water and sewer service of an
average single family unit)_
Commercial- Industrial- Institutional
S1,700/ERU
Fixtures unit schedule fivrn Southern Plumbing Code
will be used. One ERU will be charged for connection and up to
twenty (20) fix tum units. For projects having more than twenty20) units the Impact fee will be inaemcnts of 25% based on
multiples of five (5) fixture units above the twenty (20) fixture
unit base for the first ERU. (Example: twenty five (25) fixttme units will
be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ERU).
Srandard PWrrrbirrg coda O 1997
r IXTURES TYPE
r%utomauc clothes WashefS commercial (a)
Automatic clothes washers, residential
Bathroom group consisting of water closets, lavator
bidet and bathtub or showers
uatmuu tu) (witti or without overhead shower or
Whirlpool attachments)
Bidet
wmotnauon sulk and trai
Dental lavatory
Dental unit or cus
Disnwastung machine, (c )domestic
a tu-mg iountam
Floor drains
r,itcoen sink domestic
Ott utm smut, aomestic with food waste grinder and/ Dishwasher
ram Day (I or 7 comoa_rtmet
Lavatory
Shower compartments, domestic
Sink
Urinal
Ux Mat, r gallon per Hush or less
wash sink (circular or multiple) each sex of faucets
watt;r closets, llushomctcr tank, public or private
water closets private installation
Water closets, public installation
DRAINAGE FIXTURES UNIT
VALVE AS LOAD FACTORS
MIMMUM SIZE OF
TRAP CHES
3 2
2 2
6
2 1 '/2
2
2 1 '/7
1 1 'A
1 1 '/4
2 1 '/2
h 1 'A
2 2
2 1 '/2
r 2 1 '/2
2 1 '/2
1 1 'A
2 2
2 1 '/2
4 Footnote d
2e Footnote d
2 1 '/2
4e Footnote d
4 Footnote d
6 Footnote d
For SI: 1 inch-2&4 mm,1 Anon=3.785 L
a For traps larger than 3 inches, use Table 709.2
b A showenccad over a bathtub or whirlpool bathtub attachments does not inaease the drainage frxhres unit valveeSeesection
h09.2 thought
tenttin
4formethodsofcomTr
unit valve of fixtures nota lisied inTable709.1 for rating of devices with intermittent fl own. d Trapsizeshallbeconsistentwiththefixturesoutletsize. e For
the purpose of computing loads on building drains and sewers; water closets or urinals shall not be rated at a lower drainage fast fixture unit unless thelowervaluesareconfirmedbytestingTABLE709.2 DRAINAGE FDCI'URES UNITS FOR FIXTURES DRAINS OR TRAPS Fixture Drain
or Trap Size inches
Drainage Fixtures
Unit Value
1 'h
1 1 '/2
2 2 3
2 '/2
4 3 5
4 6
Seminole County Property Appraiser Get Information by Parcel Number Page I of 1
PARCEL DETAIL JQ&= JJa •-_1 Back [:=
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T11111P. f u.• h.
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2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 36-19-30-506-0000-1040 Tax District: S1-SANFORD
Depreciated Bldg Value: $o
Owner: SOBIK JOHN JR Exemptions:
Depreciated EXFT Value: $0
Address: 211 W 25TH ST
Land Value (Market): $15,450
City,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 19TH ST W SANFORD 32771
Just/Market Value: $15,450
Subdivision Name: SANFORD HEIGHTS
Assessed Value (SOH): $15,450
Dor: 00-VACANT RESIDENTIAL
Exempt Value: SO
Taxable Value: $15,450
2004 VALUE SUMMARY
SALES 2004 Tax Bill Amount: $317
Deed Date Book Page Amount Vac/Imp 2004 Taxable Value: $15,450
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
Land Assess Method Frontage Depth
Land Unit Land LEGAL DESCRIPTION PLAT
Units Price Value
LEG LOT 104 SANFORD HEIGHTS PB 2 PG 63
FRONT FOOT &
50 154 .000 300.00 $15,450
DEPTH
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
littp://www.scpafl.org/pls/w•eb/re web.seiiiiiiole_county title?PARCEL 36193050600001(... 11/1/2004
11424.00 +
391.00 +
211.00 +
136.00 +
2062.00 *
11424• X
40• _
56+960.00 #
391 • X
20• _
71820.00 #
341• X
18• _
J 6t246.00 #
v
56 060.00 +
71820.00 +
61246.00 +
717026.00 *
21162•
2• X
0.01 =
10.81 #
PL 1q T OF SURVEY
OESCRIPTION LOT 104 SANFORD HEIGHT ADDITION
0
TO THE PLAT THEREOF
fiS RECORDED IN PLAT BOOK 2 PNCEM 62 AND 63 OF
THE PUBLIC RECORDS OF SEIINOL E COUNT Y, FL ORIDA
19TH ST ( 50' R/W ) PAVED
1
FD REBAR
LOT 103
r
TBM
TOP REBAR
ELEV. 51.71
SET REBAR 50.00
14' ALLEY
N 89'45'37" E
50.00
oh
25h
PROPOSED
9.17
HOUSE
3 O PROPOSES .
FNSH FLOOR J ,
0 o ELEV 514 w
Ull0ow
o In o <
o
of
33.33
f
VACANT
PROPERTY
57.67
1
S 89-45'37" W
FD REBAR
n
j
n
LOT 105
FD REBAR
ESMT EASEMENT POC - POINT OF COMMENCMENT IP IRON PIPE
STY - STORY CB - CHORD BEARING R RADIUS
CENTERLINE R/W RIGHT OF WAY a DELTA
X-X-X - FENCE PL - PROPERTY UNE C CHORD
RES - RESIDENCE PC - POINT OF CURVE L LENGHT
BLDG BUILDING CONC - CONCRETE P PLAT
WD FIRM - WOOD FRAME MON MONUMENT NUMBER
UTIL UTILITY RD - ROAD FD CONC MON +
O - FD REBAR • 0 - SET REBAR +2259 p SET CONC MON •2259
TOM - TEMPORY BENCH MARK INV - INVERT
N.G.- NATURAL GROUND FF - FINISH FLOOR BM - BENCH MARK
NOTES:
1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO
THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED
EASEMENTS THAT EFFECT THIS PROPERTY.
3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER VISE
SHOWN
4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD
NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
5 BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS
BASE BEARING
B VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1929)
M. EDWARD GORDON SURVEYING
REGISTERED LAND SURVEYOR fZW --
PO Box 557 SAWORD . FLORIDA 32772 PHONE 324 5720
509 WEST n TH STREET SAWORD . FLORIDA
0
t, `e'FORM 60OA-2001 EnergyGauge® 3.4
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 080940 Builder: Ja-Ro Construction
Address: y 5` cs _`z
S Permitting Office: Semitrvte' S
City, State: cz,?^`+ F 3 '11 l Permit Number:
Owner. Geltz Jurisdiction Number. -69"00-
6ClimateZone: Central
1. New consttnction or egg New - 12. Cooling systems
2. Single fianily or multi -fanny Single famcly _ a. Central Unit Cap: 36.0 kBtu/hr _
3. Number of unite, if multi -family 1 _ SEER: 10.00 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? No -
6. Conditioned floor area (fl) 1397 R2 c. N/A
7. Glass aces dt type Single Pane )Doable_ _'_ "1P,go e
a. Clear glass, default U-factor 0.0 fe 143.0 fE'rt= - 13. Heating rysterns
b. Default tint, default U-factor 0.0 R' 0.0 fl = a. Electric Heat Pump Cap: 36.0 kBtu/hr -
c- Labeled U-factor at SHGC 0.0 fig 0.0 fts - HSPP 6.80 -
8. Floor types b. N/A
a. Slab -An -Grade Edge insulation R=0.0, 168.0(p) R -
b. N/A c. N/A
c. N/A
9. wan typo 14. Hot water systems
a. Concrete, Ent lnsoll Ermmor R=4.0, 1132.1 W - a. Electric Resistanoe Cap: 40.0 gallons -
b. Frame, wood, Adjacent R=11.0, 176.0 R' _ EF: 0.89 _
c. N/A b. N/A
d N/A
e. N/A c. Conservation credits
10. Ceiling types HR-Heat recovery, Solar
a. Under Attic R=19A 1397.0 W DHP-Dedicated heat pump)
b. N/A 15. HVAC its
c. N/A CF-Ceiling fan, CV -Cross ventilation,
11. Duct HF-Whole house fim,
9. Sup: Unc. Ret: Coo AH: Interior Sap. R=6.0, 40.0 R PT-Progtanmrable 7bennostak
b. N/A MZ.C-Multizone cooling,
M&H-Multinone
Glass/Floor Area: 0.10 Total as -built points: 21809 PASSTotalbasepoints: 21876
I hereby certify that the plans and specifications covered
by this lion are in compliance with the Florida
Energy Code.
PREPARED BY outhem Energy Eval Srvc.ervc
DATE:
I hereby certify that this building, as designed, is in
compliance with the Energy de
OWNER/AGENT:
DATE: l0 -y4
Review of the plans and
specifications covered by this
caW ation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFIC
DATE: .. . J
EnergyGauge® (Version: FLRCSB V3.4) -^v WE vRN
a
FORM 6WA-2W1 EnergyGauge® 3.4
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 0809409 Builder. Ja-Ro Construction
Address: Permitting Office: Seminole Co.
City, State: Permit Number:
Owner. Geltz Jurisdiction Number. 691000
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single f roily or multi -family Single famuly _ a. Central Unit Cap: 36.0 kBtu_ hr
3. Number of unite, if multi -ready 1 _ SEER: 10.00
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? No _
6. Conditioned floor area (M 1397 R _ c. N/A
7. Ghm area dt type Single Pane Doable Pane
a. Clear glass, default U-factor o.o fe 145.o f12 _ 13. Heating systems
b. Defanh tint, default U-factor 0.0 ft' 0.0 fP _ a. Electric Heat Pump Cap: 36.0 kBta/hr _
c. Labeled U-factor or SHGC 0.0 ft' 0.0 ft' _ HSPF. 6.80 _
8. Door types b. N/A
a. Slab-OnGrade Edge Insulation R=0.0, 168.0(p) It
b. N/A c. N/A
c. N/A
9. Wan types 14. Hot water systems
a. Concrete, Int Ina d, Exterior R=4.0, 1132.1 f ? _ a. Electric Resistance Cap: 40.0 gallons
b. Fraam, Wood, Adjacent R=11.0, 176.0 ft° _ EF: 0.89
c. N/A b. N/A
d. N/A
e. N/A c. Conservation credits
10. Ceiling types HR-Heat recovery, Solar
a. Under Attic R=19.0, 1397.0 ft' DHP-Dedicated heat Pump)
b. N/A 15. HVAC credits
c. N/A CF-Ceiling fan, CV -Cross ventilation,
11. Ducts HF-Whole house feu,
E. Sup: Unc. Ret: Can. AH: Interior Sup. R=6.0, 40.0 ft PT-Prograrmnable 7lrermostat,
b. N/A mz-C-Mahizo c cooling,
M&H-Muhizone heating)
Glass/Floor Area: 0.10 Total as -built points: 21809 PASSTotalbasepoints: 21876
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BWouthem Energy Eva[ Srvc.ervc
DATE: a - -/- C> -/
I hereby certify that this building, as designed, is in
compliance with the n Energy e.
OWNERIAGENT: <al
DATE: G -
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 with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge® (Version: FLRCSB v3.4)
Summary Energy Code Results
Residential Whole Building Performance Method A
Project Tdle: Class 3 Rating
0809409 Registration No. 0
Climate: Central
8/23/2004
Building Loads
Base As -Built
Summer: 26604 points Summer: 26211 points
Winter: 4518 points Winter: 7380 points
Hot Water: 6769 points Hot Water: 6769 points
Total: 37891 points Total: 40360 points
Energy Use
Base As -Built
Cooling: 11349 points Cooling: 9982 points
Heating: 2835 points Heating: 4222 points
Hot Water: 7692 points Hot Water: 7606 points
Total: 21876 points Total: 21809 points
PASS
e-Ratio: 1.00
EnergyGauge®(Version: FLRCSB v3.4)
FORM 6MA-2001 EnergyGauge® 3.4
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type1SC Omt Len Hgt Area X SPM X SOF = Points
18 1397.0 25.78 6482E Dorble, dear N 1.0 6.0 15.0 26.25 0.97 383.7
Double, Clear E 1.0 6.0 50.0 55.69 0.97 2697.7
Dade, dear S 20.0 8.0 40.0 41.92 0.48 797.3
Double, Clear W 1.0 8.0 40.0 50.22 0.97 1945.5
As43ult Total: 145.0 5824.3
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Apecert 176.0 0.70 123.2 Concrete, bt b" Ex ftnor 4.0 1132.1 1.20 1358.5
Exterior 1132.1 1.90 2151.0 Frans. Wooer Acliacert 11.0 176.0 0.70 123.2
Bass TOM 1308.1 2274.2 As4kM Total: 1308.1 1481.7
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Arent 19.0 1.60 30.4 Exterior Woad 40.0 7.20 288.0
Exterior 40.0 4.80 192.0 A*cert Wood 19.0 2.40 45.6
Base Total: 59.0 222A As43uN Total: 59.0 333.6
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points
Under Attic 1397.0 2.13 2975.6 tinder Attie 19.0 1397.0 2.82 X 1.00 3939.5
Bass Totab 1397.0 2975.6 As-13trft Total: 1397.0 3939.5
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Stab 168.0(p) -31.8 5342-4 Slob -On Crede Edge bmilation 0.0 168.0(p) -31.90 5359.2
Raised 0.0 0.00 0.0
Bass Tdat: U2A As -&A Total: 168.0 U&2
INFILTRATION Area X BSPM Points Area X SPM = Points
1397.0 14.31 19991.1 1397.0 14.31 19%1.1
Ener'gyGauge(ED DCA Form 60OA-2001 EwMfGaup&f1eRE52001 FLRCSB J3.4
FORM 600A-2001 EnergyGauge® 3.4
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Sumner Base Points: 26675 Summer As -Built Points: 26211.0
Total Summer X System Cooling Total X Cap X Dud X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM xAHU)
26211.0 1.000 1.079 x 1.150 x 0.90) 0.341 1.000 9W1.6
26603.6 OA266 11349.1 26211.0 1.00 1.117 0.341 1.000 9981.6
EriayyGawe" DCA Form 600A•2001 EmnyGauw&f1eRES?W1 FLRCSB J3.4
FORM 6WA-2W1 EnergyGauge® 3.4
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point
18 1397.0 5.88 1473E Double, Clear N 1.0 6.0 15.0 11.00 1.00 164.6
Dade, Cleat E 1.0 6.0 50.0 8.62 1.01 445.1
Double, Clew S 20.0 8.0 40.0 6.74 2.29 617.7
Double, Clear W 1.0 6.0 40.0 9.55 1.00 382.8
As4k& Total: 145.0 1610.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 176.0 1.80 316.8 Coracte, Int lrtstA Exderior 4.0 1132.1 3.35 3792.5
Eiderkw 1132.1 2.00 2284.2 Frame, Wood Adiacert 11.0 176.0 1.80 316.8
Bast, Tetak 1308.1 2581.0 Ash Total: 1308.1 4109.3
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
A ooert 19.0 4.00 76.0 E:derkw Wood 40.0 7.60 304.0
Exterior 40.0 5.10 204.0 Adjacent Wood 18.0 5.90 112.1
Bast, Totak 59.0 2WO Ash Total: 59.0 416.1
CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points
Under AM 1397.0 0.64 894.1 Under Attic 19.0 1397.0 0.87 X 1.00 1215.4
Base Total: 1397.0 894.1 As43M Total: 1397.0 1215.4
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 168.0(p) -1.9 319.2 Slab-OrnOade Edge kmftbon 0.0 168.0(p) 2.50 420.0
Ralsed 0.0 0.00 0.0
Bass Total: 319.2 As-&& Total: 168.0 420.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1397.0 -0.28 391.2 1397.0 -0.28 391.2
EnerMC- au DCA Farts 600Ar2001 EnewGauge8YFIaRES'2001 FLRCSB v3.4
FORM 6MA-2001 EnergyGauge® 3.4
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 4518.3 Winter As43uiR Points: 7379.9
Total Winter X System = Heating Total X Cap X Dud X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DU x DSM x AHu)
7379.9 1.000 1.068 x 1.160 x 0-92) 0.502 1.000 4221.E
4518.3 0.6274 2834.8 1 7379.9 1.00 1.140 0.602 1.000 4221.8
Enamc-An - DCA Forth 600A,2001 EnemyGauge&FhRES'2001 FIRCSB d3.4
FORM 60OA-2001 EnergyGauge® 3.4
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , . PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms I Volume Bedrooms Ratio Multiplier
3 2564.00 7692.0 1 40.0 0.89 3 1.00 2535.19 1.00 7605.E
As-k* Total: 7605,6
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating + Hot Water = Total
Points Points Points Points
Cooling + Heating + Hot Water = Total
Points Points Points Points
11349 2835 7692 2187E 9982 4222 760E 21809
PASS -I
EnerW GauWTm DCA Forth 600A-2001 EnerzGauge&FIaRES7W1 FLRCSB v3.4
FORM 6WA-2W1 EnergyGauge® 3.4
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT*
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1 ABC.1.1 h4axrintm.3 cftnfscLft. window aream .5 cftft.fL door area.
Exterior & AdIacert Wals 606.1ABC.1.2.1 Carte gasket, weetl>astrlp or seal between: wudowsldoors & frames, surouidng wall;
foundation & wall sob or s0 plate; jotrts between exterior wall panels at comers; utility
penetrations; between wag parcels & topballom plates; between walls and Moor.
EXCEPTION: Frame walls where a continuous tr iltration barrier Is Installed that extends
from and is sealed to the foundation to the top plate.
Floors 606A ABC.1.22 Penetratlons/opent ps >1/8' sealed udess backed by teas or joint members.
EXCEPTION: Frame floors where a continuous trlfdlation barrier is installed that is sealed
to the perimeter, penetrathons and seams.
Callings 606.1 ABC.1.23 Between walls & celangs; penetratlons of caMV plane of top floor, around shafts, chases,
soffits, chimneys. cabinets sealed to cortinnaa air banes, paps in gyp board & top plate;
afric access. EXCEPTION: Frame ce fts where a cordrxraa Mitratton barrier is
trnstele I that is sealed at the pertmater, at penetrations and seems.
Recessed IJghdng F6dues 606.1 ABCA.2.4 Type IC rated with no penetrations, sealed:or Type tC or non -IC rated, installed inside a
sealed box with 1JY clearance & 31 from irtsufatloo; or Type IC rated with < 20 cfm from
conditioned space, tested.
Mdti-story Houses 606.1ABC.1.2.5 Air barrier an perimeter of floor cavity between floors.
Additional Indication reds 606.1 ABC.1.3 Exhaust fens vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Complywifh effeaency rewremerds in Table 6-12. Switch or dearly marked circuit
breaker electric or atoll must be ded E7temel or btA14 n heat trap reWred.
Swimrnig Pools A Spas 612.1 Spas & heated pods must have covers (except solar heated). Non-commnrnaal pools
mrat have a pump timer. Gas spa & pod heaters mat lave a n* mm thermal
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per mtnte at 60 PStG.
Air Distribution Systems 610.1 AN duds. filtings. mechanical egtpmert and plenun clambers shag be nvxftmcaly
altactned, sealed, irwAaled, and Installed in e000danee with the criteria of Section 610.
Ducts In utoondtioned attics: R-6 min trtsubtlon.
HVAC Controls 607.1 SeParate readily accessible manual or automatic fherrrnostat for each system.
InsLhbon 604.1, 602.1 CedhwA®n. R-19. Commonwags-France R-11 or CBS R3 both sides. Common
c ifirg & floors R-11. Enermr--
a w'12 DCA Form 600A-2001 EnergyGaugeM%RES-2001 FLRCSB Y3.4
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.4
The higher the score, the more efriclent the home.
1. New construction or existing New _ 12. Cooling systems
ISingle &mily or multi -family Single family _ a. Central Unit
3. Nmnber of faits, if multi-fandly 1 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? No _
6. Conditioned floor area (ft2) 1397 R2 _ c. N/A
7. Glass area 8t type Single Pane Double Pane
a. Clear glans, default U-actor 0.0 ft2 145.0 fie _ 13. Hating syft=
b. Default tiro default U-factor 0.0 f 2 0.0 ft' _ a. Electric Heat Pump
c. Labeled U-factor or SHGC 0.0 W 0.0 fle
8. Floor typo b. N/A
a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft _
b. N/A c. N/A
c. N/A
9. Wall type 14. Hot water systems
a. Concrete, Int haul, Exterior R=4.0, 1132.1 W _ a. Electric Resistance
b. Frame, Wood, Ad*-t R=11.0, 176.0 ft- _
c. N/A b. N/A
d. N/A
e. N/A c. Conservation credits
10. Ceiling types HR-Heat recovery, Solar
a. Under Attic R7-19.0, 1397.0 R2 _ DHP-Dedicated heat pump)
b. N/A 15. HVAC credits
c. N/A CF-Ceibng fan, CV -Cross ventilation,
11. Ducts HF Whole house fan,
a. Sup: Unc. Ret: Con. Ali: Interior Sup. R=6.0, 40.0 ft _ PT -Programmable thermostat,
b. N/A M71C-Multi=ne cooling,
W-H-Multiwne heating)
I certify that this home has corn plied with the Florida Energy Eiliciency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspoction Otherwise, a new EPL Display Card will be oompleted
based an installed ; compliant features.
Builder Sigrtatrme: % Date: l0
Address of New Hame.C;6 61 - ei77e City/FL Zip:
NOTE: The home's estimated energy performance score is only available through the FZ 41RES computer program
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPAIDOE EnergyStaPdesignation),
your home may qualify for energy efficiency mortgage (EEW incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 32116381492 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.
EnergyGauge® (Version: FLRCSB v3.4)
Chap: 36.0 kBtu/hr _
SEER: 10.00
Cup: 36.0 kBtu/hr _
HSPF 6.80 _
Cap: 40.0 gallons _
EF: 0.89 _
J-MRSTER(c) * OB-23-2004
RESIDENTIAL HM X GAIN / HrJM LOSS ChLCULATIO17
BASED ON A.C.C.A. bUMURL J - SEVERTH EDITION (c) 1986 by A.C.C.A.)
Project n.-me New residence 1 Prepaired by:
Address 1 Southern Energy Eval Ser
City/State 1 122 East Minnesota Ave.
Owner Geltz 1 Orange City, Pi 32163
Builder Ja-So Construction 1 1-600-329-SEL9 (7337)
HVAC cantr. Ancient City rAX:l-800-639-SSES(7337)
Cond air Area - 1397 (Total Glass Area - 145 1 Zone races: North
Conditioned Floor Area to Total Glass Area Ratio = 10.48
USA Climatic Conditions 6 Design Conditions
Geographical Location 1 Sanford, FXORMDA
North Latitude / Elevation 1 28 Deg. 14 rt.Above Sea Level
Outdoor Winter Dry Bulb 1 38 Deg.F
Indoor Winter Dry Bulb 1 74 Deg.r
Winter TwW. Diff. (wTd) 1 36 Deg.F
Outdoor 5- Dry Bulb 1 93 Deg. F
Outdoor Summer Met Bulb 1 76 Deg.F
Outdoor Summer Hum. Ratio Gr/Ib 1 37
Indoor Summer Relaltive Hum. 1 50 8
Indoor Summer Design Gr/Lb. 1 44
Indoor Summer Dry Bulb 1 75 Deg. r
S- Temp.Diff. (sTd) 1 18 Deg.F
S- Daily Range 1 17 Deg.F (Medium Deviation)
xzhTnw stmeARY * 0809409.b91X * COOLIM SUIndhRY *
gM"14)MM = 27789.97 1 STRUCTURE SENSIBL= = 14608.16
1 OCCUPANT/APPLIANCE + 3550.00
1 SUBTOTAL SENSIBLE M 18158.16
DUCT LOSS + 1389.50 1 DUCT GAIN + 1815.82
TOTAL LOSS 29179.47 1 TOTAL SENSIBLE = 19973.99
MECH.VENT- 100 Ctm + 3960.00 1 HMN.VENT- 100 Cfm + 1980.00
1 TEMP.SWING E 3O/9So x 1.00
EQUIPMNT LOSS = 33139.47 1 EQUIPMNT SENSIBLE a 21953.98
1-------------------------------------
1 TOTAL LATENT + 6570.80
1-------------------------------------
SENSIBLE + LATENT = 28524.78
204 OVERSIZE FACTOR + 6627.89 1 200 SENS.OVRSER rTR = 4390.80
ACTUAL+20% OVERSIZE = 39767.36 I SENS. + 20% OVERSIZE = 26344.78
EQUIPbENT SELECTION *
EQT. bMHUr SENSIBLz CL (BTUH)
CU MOD # _ LATENT CLG _ (BTUH)
AM MOD # _ TOTAL CLG 36000 (BTUH)
HTG INPUT (BTUH) TORNAGE _ 3
HTG OUITPUT 34000 (BTUH) S) MM 12.00
HTG Crx 1200 CLG CPH
ArUE/HSPF _7.9
1200
TYPE HP
AIR FLOP FACTORS *
HTG FACTOR = .0362994 BTUH per CFM CLG F21CTOR = .0546598 BTUR per CEK
STRUCTURE DESIGN CM= 1129.3 SENSIBLE HEAT RATIO = 77%
Calculation Procedures A,B,C,D
I 1
I Procedure A Winter•Infiltration HTM 1
I------------------------------------------------------------------------------I
1 1. Winter Infiltration C!M Envelope Evaluation # 3 ( Better) I
7 Air Changes per hour x 12573 Cubic ft. x .0167 146.98 CDM )
I I
12. Winter Infiltration Btuh 1
I 1.1 x 146.99 CAM x 36 Degrees Winter TD 5820.34 Stuh I
I I
13. Winter Infiltration HTM )
I 5820.34 Btuh / 204 Sq.tt of total Glass i Door areas 26.53 HTH I
I I
1
I Procedure B Sine- Infiltration RMH
I
1
1
11. Summer Infiltration CNN Envelope Evaluation # 3 Better) I
1 .35 Air Changes per hour x 12573 Cubic ft. x .0167 73.49 CaM )
I
12. Summer Infiltration Stub
I
1 1.1 x 73.49 CQM x 18 Degrees Suer TD 1455.09 Stuh I
I
3. S++ter Infiltration BTU
I
I 1455.09 Stuh / 204 Sq.lt. of total Glass i Door areas
I
a 7.13 HTM I
I
I
I Procedure C Latent Infiltration Gain
I
I
I------------------------------------------------------------------------------I
I 0.68 x 44 grains difference @ 500 RH x 73.49 CBM
I
2198.02 Stuh
I
1
I Procedure D Equipment Sizing 1
I------------------------------------------------------------------------------1
1 1. Sensible Sizing Loads
I
I Sensible Ventilation Load I
I 1.1 x 100 Vent CIM x 18 Degree Suamnr TD 1980.00 Btuh 1
I Sensible Load for Structure 14608.16 Btuh I
I Sum of Ventilation 6 Structure Loads 16588.16 Btuh I
I Rating G Temperature Swing Multiplier x 1.00 R9D[ I
I Equipment Sizing Load - Sensible m 16588.16 Btuh I
II
12. Latent Sizing Load I
I
I Latent Ventilation Load
1
I 0.68 x 100 Vent CIM x 44 Grains difference 2992.00 Btuh 1
1 Internal Loads = 230 Btuh x 6 people 1380.00 Btuh I
I Infiltration Load from Procedure C 2199.82 Stub )
I Equipment Sizing Load - Latent
l
6570.82 Btuh 1
1
I Abbreveatioms 1
I + Glass/Windows
I S.C.- Single Clear S.T. - Single Tint S.R. - Single Reflective I
I D.C.- Double Clear D.T. - Double Tint D.R. - Double Reflective I
I T.C.= Triple Clear T.T. = Triple Tint T.R. = Triple Reflective 1
I Shdg= Shading ; Ovhg v Overhang ; Btm v Bottom ; Hgt = Height I
I Sc v Shading Coefficient I
I • inside Shading + I
I N.S.= No shades D/B = Drapes or Blinds; R.S. = Roller Shades I
I •Other• I
IWhtm - Winter Heat Transfer Multiplier; Shtm - Summer Heat Transfer Mltiplierl
Ilnfiltration V a: 1..Sub Standard/Poor; 2..Standard; 3..Better; 4..Excellent I
I 1
I
IRm •1 Room Name Whole House Roam Square rootage 1397.00 I
I 1 I Room Deminsion : 1397a I
I I
Glass Type Shdq OVHq Botm Hgt Sc Area Loss/Btuh Gain/Btuh I
I------------------------------------------------------------------------------I
IN -No Shd rctr D.C. R.S. 1.0 6.0 n/a 1.0 15.00 351.00 288.00 I
1 ------------------------------------------------------------------------------
IN -No Shd Line D.C. R.S. 1.0 6.0 5.0 1.0 40.00 936.00
I
2328.00 I
I
IE-No Shd Line D.C. R.S. 1.0 6.0 5.0 1.0 50.00 1170.00 2910.00 I
I------------------------------------------------------------------------------I
IS -All Shaded D.C. R.S. 20.0 8.0 7.5 1.0 40.00 936.00 768.00 1
I------------------------------------------------------------------------------I
I Camponet Description R-value Area Loss Gain I
I------------------------------------------------------------------------------I
IN/W C.B. - Int Insul-Bxt. 4 667.03 5763.14 1934.39 1
IN/W C.B. - Int Insul-Ext. 4 465.03 4017.86 1348.59 I
Wood Stud-Adj. 11 176.03 570.34 200.67 I
ISolid Core/Wood-Ext. 0 40.00 460.80 196.00 I
ISolid Core/Wood-Adj. 0 19.00 219.88 93.10 I
IUhder Attic 19 1397.00 2646.95 3086.89 I
ISlab on Grade O Lin.rt. 166.00 4898.88 000.00 1
IGlass/Door Infil. Mhtm/28.53 Shtm/7.13 x 204 5820.12 1454.52 I
occupant Gain 000.00 1000.00 I
Appliance Gain 000.00 1750.00 I
IDuct Loss/Gain 1389.50 1615.82 I
ITotal Roam Loss/Gain 29179.47 19973.99 I
Ilnterpolated CBM = 1075.35 Isupply Htg/Cig Crm 1058.90 1091.80 I
FLORIDA PRODUCT APROVAL CODES
G.A PRODUCTS
FL 255 1100/1900/1450/1550 PW
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
263
1697
256
1700
1667
1668
1669
1252
1253
262
5000/5300/5350 PW
FIN 1100 TDL FLG 1450 TDL PW
1180/1480/1980 HR
1180/1980/1990 HR FIN 1480/1580/1590 HR FLG HR
MULLS 1442/1445/1446 MULS & BRACKETS
MULLS 1445/1447/144 MULS & BRACKETS
MULLS 5300/5347/5348/5350/55 MULLS & BRACKETS 5000 SERIES
SH 1100/1900/1970 MULL SH TWINS & TRIPLES (MULLED UNITS)
SH 5300/5000 MULL TWIN & TRIPLES (MULLED UNITS)
SH 5000/5300 MULL SH TWIN & TRIPLES
FL 254 1140/1440/1540/1940 SH
FL 1698 1100/1900/1970 SH FIN
FL 1698 1450/1550/1570 SH FLG
FL 264 420 SGD
MWEAThERMASTER
BuildiNCI PROdUCTS, INC.
407.324.2080
407.324.0503 Fax
Block Construction Single Hung Window Sizes and Rouch Oppeni:1_:
Window Size I Width I Height R.O. Width I R.O. Height -
1 12 SH 1 19-1 /8" 1 26' 1 19-7/8" I 25' /
i 1 4 o_.1 ia- I za_-Ant- 1 i 471A" I 38-3/8"
14 SH 1 19-1 /8" 50-5/8- 1 19-7/8 I 50-518'
i 14+5 SH 1 19-1/8' 1 55-5/8' 1 19-7/8" 1 55-518"
i 15 SH I 19-1/fr 1 63" 1 19-7/8" 1 63"
16 SH 119-1/8' 1 72' 1 19-7/8" i 72'
17 SH 19-1/8-1 84. 1 19-7/8" 1 84'
1 H2 SH 26-1/2' 26' 1 27-1 /4" 1 26' !
11-13 SH 1 26-1/2' 1 38-318' 1 27-1/4" ! 38-3/8'
11-14 SH 26-1/2- 1 50-5/8 1 27-1/4" 1 50-5/8 -,
1H4+5 SH 1 26-1/2' 1 55-518" I 27-1/4" I 55-5/8"
1 H5 SH 1 26-1 /2' 1 63" 1 27-1 /4" ! 63"
1 H6 SH 1 26-1 /2" 1 72' 1 27-1 /4" 72-
1 H7 SH 126-1/2" I 84' 27-114" 1 84"
30X26 SH 130-1 2' 26' 1 31-1 /4" 26"
30X38 SH 30-1 12' 38-3/8' 31-1 /4" 1 38-318" !
30X50 SH 1 30-1 /2' 50-5/8 1 31-1 /4" 1 50-5/8 !
30X55 SH 1 30-1 /7 55-5/8- 1 31-1 /4" 1 55-5/8" i
30X63 SH 30-1 /2- 63" 1 31-1 /4" I 63"
1 30X72 SH 1 30-1 /2" 1 72' 1 31-1 /4" 1 72'
1 30X84 SH 1 30-1/2' 84' 1 31-1/4" 84'
22 SH 1 37' 26' 37-3/4" I 26'
1 23 SH 1 37' 38-3/8' 1 37-3/4" 1 38-3/8"
1 24 SH 1 37' 50-518 37-3/4" 1 50.J8
1 24+5 SH 37" 55-5/8' 1 37-3/4" ! 55-5/8'
I 25 SH I 37' 63" 1 37-3/4" 1 63"
26 SH 1 37" 1 72' 1 37-3/4" ! 72'
27 SH ! 37' 84' 1 37-3/4" 1 84"
i I I I
1 48X26 SH 1 48' 1 26' 1 48-3/4" 1 26'
I 48X38 SH 1 48' 1 38-3/8' 1 48-3/4" 1 38-3/8'
48X50 SH 1 48" 50-5/8- i 48-3/4" ! 50-5/8-
I 48X55 SH 1 48' 55-5/8' 1 48-3/4"
I 48X63 SH 1 48' 63" 1 48-3/4" 1 63" I
48X72 SH 1 48' 1 72' 1 48-3/4" 72'
I
32 SH 53-1/8" 26' 53-7/8" 1 26' 1
33 SH 1 53-1 /8' 38-3/8' 53-7/8' 38-3/8'
i 34 SH 53-1Ar 50-/8- 53-7/8" 1 50-5/8'
34+5 SH 1 53-1/8' 55-5/8' 1 53-7/6.1 55-5/8'
35 SH 1 53-1/8' 1 63" 1 53-7/8" 1 63"
36 SH 1 53-1/8' 1 72" 53-718" 1 72'
7`+
7/ -
a
D7 ,
Lot
51
5 3
111
4!r
1
L I / 'J .
cr multiple windows in a single R.O.. add all of ;he exact winCow sic=s++::;__
cr each mull joint + 3/4" for bu:ak wocd = blcck opening width. czar_.:::.L_..
2°SH12SSH/25SH= 37"-37'+37' +1/E 1i8"-3/='= .'2" R.O. '+/ic:- .....___
r rectangular windows siaCked ven::aily.:`:e sa:7e is ex-'P- _ _ --
eed :c 3cc 'ar tucx 'wccC =:arcneC -.v!^c='.vs. ;i_- must 3c:--
14WLSOBOW
rams,Mwow 1442
Iorcp wMaw tLbo rup Irm
m rcal at-uctwcsl opco-L'O"s
of 409 lionge wLndow-
A4W% I/S' 10 ()prn'.nq.
L
Ls vA4
WUNSWOM
Rmw,vwftd %4"
Pk:iNs -i'duw tJOC "J" 'or
vwt*cd "ictuIC9 UvO;Ot*kw;:
Ot na fte.nqr. W;ncOww-
AeC-) * /%- 'Q tl'J'--nq
2p ' *nSt-=tlr" L" Lot
Jwm AM.-C93
go,I-o PC Ags nr 'C'
Lt;d cpprco:;c - .3.
Md. . 1 /9' to Oovp;g6
U-1vin gyJ
ONE BY WOOD __'
BUCN BY OTHERS
AUUN BETWEEN WINDOW
LANCE a: wool) eua
CONCRETE OR
MASONRY OP[16HG
BY O1HFA5
EYTERIOB
FINISH
BY OTHER —
PERIMETER CAUU(J
BY OTHERS /
FLANGE TYPE J
MNOOW FRAME
HEADER
FXTERl 8
WINDOW
HEIGHT
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULK-
BY OTHERS
SHIM AS REOT)
SEE NOTES)
INSTALLATION ANCHOR
3/16' DMA. TAPCON
SHOWN
CAULK BETWEEN
MASONRY OPENING
BY OD OM
BUCK W1OTH
1/4' SHM
FLANGE 114E SPACE MAY
WINDOW FRAME
JAMB
P1>i mim CAULK IBYOTHERS
WINDOW WIDTH
EfTm CAM BET1W1
WANDOW F.W
WOOD BUCK
SECTIO
WINDOW
WTH.
F
Fi
B
WINDOW
HGT. F
Q
H
I:Auuc BETWEEN wM= FLANGE
e PRECAST SILL WITH VULKEM
116 ADHESIVE CAWf OR
PRECASR SILL
APPROVED EQUAL
By OTHERS
SE T 0 1
W,ja
HO
R AT EACH
SEARING SMU. MAX.
t)
ALLOKAI LL SHIM MACK TOBE /iXW ANCHOR WITH LOAD
3) WNDOW FRAME MATOON: ALUOMN ALLOY 60 131USELATEXCAMBEHINDWINDOWFLANGEATHEAD A AAYBS. SILL MUST BEATTACHEDTOTHESUBSTRATEWITH1MNEM116AWIESMECAUL( OR APPROVED EQUAL4) APPLICATION OF 1NUGM "I AONESNE CAULK AT FRAME SILL uUST COMPLY WITH SEIIANT
MANUFACTURER'S RECOMMENDATIONS• Oi WINDOW FIANCE5) USE LATE( CAULK FOR PERIMETER SEAL AROUND D S ASTM E1J0DCLASS CHARTS. GLASS THI CKNESS RAAY VARf PER THE REOLAREYFMS
SINGLE ISCLAZIN_WORK TING CLASS K AL50 OUAUEIED• PRINT AL30 APPLIES TOrmumflISSHOWN. THIS
d 1 1/4' MIN.
e• EMBEDMENT
1/4' SHIM
SPACE MAX.
BUCKHEIGHT
SILL STOOL
BY OTHERS
ONE BY WOOD OBUCKBYOTHERS WINDOW
j L Mllcwa INGLASSpESIGN
10
q.ASS
CJ1LL
SIZE. (INCHES) PRESSURE PRESSURESRE
t 1 4 ADM. CA CAPACITY
SIZE tH IN I SF
SHn4 AS REO'D
SEE NOTES) WDTH/NEICHT AN7O6ORXTERIOR NTERIM
I 3 1 3 X a 76353/119 77 77 103 1
CONCRETE 1 19 n Y SO A/A 585 58 164ISO ISI
150147ORMASONRY
OPENING4A4t.NSTALlATION
14+414+5 19 In X S4 [n
19t9 n %S07n 63 147 117133
BY OTHERS Is 19 1/5 X 73
45
40 450 133
1
118 101
IH3
3 x
36 1n 1 35 3/4 56 66 100 t09101
3/16' CIA IH4 36 1n X 50 AA 47 47 101
Q TAPCON'SK0WN IH444
1 N44+5
36 1n X 54 AA
36INS=1/. 4 43 100 1000
z63761nX » 04p 40so
9t
66CAULKBETWEENthe
WOOD BUCK et
MAS'Y OPOIDIG 303
N x
30 1n X 35 3n 47 47 13" 06 313a
BY OTHERS 3OX4 so 1n X 50 AA 41
00
41 78 71
EXTERIOR
30X4+4
30X44S
30 1/2 X 54 A/A
30 1n X 55 AA 0 77 76
FINISH 30X5 3D 1n X 63
30 1/7 Y 73 400 4400 71
BY DOWERS 30116
1 50 59
33 37 X 36 yA f0
w 4040 67S7 6757
3434+4 37 X So An
37 1 54 A/ 40 0 55 as
34+5 37 X 55 A/A 40 0
5 3
26 37 Y 93 io 0 5357 33
c 37 37 X
57
E
x
42 X
sD 40 5717 514i
4`33 0
124H
500 A%AA
43 X 51 An
42 0Su
0 40 4545 N4.
C4. 40 40 43 4:
K 2 4373 43 X 73 40 10 41-
40 40 41
1 '
ELEVATION
VIEWED FROM EXTERIOR
TAPCON ANCHOR
LOCATIONS
AAA.
roG
HS CF.C.Hj C
Cr.C.HJ C
r.G,NJ
HA
FC
146T
46 x - _ _ AC ,A;
4836NX363/A -40 -40 - 4850
45 X 50 A/A _4400 -
40_ _ AC F.0 A
484+4 46 X 54 $ -40 -
40 _ - AC F.G 484+
5 45 X 55 RA-40 -
40 _ - AC r,G 48W
C 1n
x -40 -0 AC f
G 40 -
40 3353InX303/A - 34
63 1/6 X 60 AATI -40 -
40_ _ AC F.E 34+
4 53 1/9X K AA 0 - - AC FA 40 -
4 34+
s 53 1/9 x SS An 40 -_ _ F.
1 533
1/8 lXN T J - 4
0
0 -
40 - - AC
F 1 T
KEN 1
CAPPED BY THEAgMARE pog r4 •ITEM PERFORMTrmiESANU liSRII T6E7iE WATER RMTAANCE TEST RECIN YENTEOF15X OF CAPPED
LOAD RESULTSWAY 1 OE10AD3 111L 6LDESIGN 1J101TD TO400PSIDUETOWU1E11TESTPRESSUREW6.0 PSI ACKVY
D IN TEST. USE 3) NSTAAL
TT LENGTH TOFRAME E WINDOW /DIINTO
CRETE OR
A SUBS TNEC
AT LMAT ONSSM3 SEE
R VATIO N FOR KEY TO TAPCON LOCATS 4; INSTALL
faLENGTH POD3/4' MW. EYBDN[NT INTO WOOD EAOI AT ALL OTHER FACTORY µ,S 5)
IF EILACT TKIDOWSZEISNOTLISTEDINANCHORCHART. USE ANCHOR OUANTITY LISTED W11H NOT LARGO SRL FOIL THE APPROPWAI[ DESIGN /
RC65UR[ RE0'0. w t OnbF [L •
EaKfnn >
Y 7500E • FA 6n f111107! • Da0A1 n 7s161 i0 ASSEMBLY DRAWING SERIES
1410/
1540 TOIL
SINGLE HUNG WINDOW 1-10 I A
plow cam GEN-DOT2 j% OAT[ m xg190Nn [a I10/26/011 .B 1 1 1 1 "ME
407 633-SW rAx 407 AT3 A3. N117'AIRD r. RODLCT
TEO1•NOL= COA1- 1160 WMSwu /11T- sum a,u..• w•-• - i-
aIE BY WOCO -
BUCK BY OTHER
CAULK
rt.ANGE
B8TµEEN ANDOWw00D7BUCK
PERIMETER CAULK
BY OWER77••pp[[
rwLjj fRAME— EXTERIOR
VAANGE
IFOOwSILL
PERIMEIER
C BY
OTHEP v
PRE
CAST SIVU BYOTHERS .. SF
CTTII_0_N 1 ONEBY
WOOD DUCK BY
OTHER Viu ASREODSEENOTES)
BUCK Y.TDT EyfCpMCNi INSTALLATION ANCHOR
FLANGE TYPE SHIM AS PEO`O. WNDOw fRAUC (
SEE NOTES) CAULK BETWEEN
JAMB Q Q
wood B" • MASONRY OPENING
11 BY 07.
IER5 N D n+
Sr.
VATON ANCHHOR 1
t/.•
MITI. Q EN6CDMENT
Q PERIMETER
CAWICAULKBETWEEN BY .WITS
e900 BUCK t MASONRY OPENING
YANDOw 1MOIH
BY OTHERS EXTERIOR CAULK
BETWEEN
7ANDOW rL
ANGE h'COD
BUCK SECTION 2
BUCK WINDOW
VAH.
I
HEIGHT
EK
2
rr// DOWHIS
1.
G f Q
a
L--CAPR
B[TIKEN 7nr100W RANGE / t. Ap1HI5lKCULKTORKEMAPPROVED
EOUAI
I 1 M GENERAL
NOTES:
1) SHIMASREO'D. AT EACH INSTALLATION ANCHOR PATH LOAD BEARING SHIM. MAX. AVOWABLE SHIMSTACKTOBE1/4 21 WINDOWFRAMENATERIAL:ALUMINUM ALLOY 6063 APPROVED EOU
AL 3) CiTAMED
70 THE WINDOW FLANGEIN HWLKEMEAD i6
ADHESIVEE CAULK OR J:) ATTA
C EO 7 OF WLMM 115 ADHESIVE CAULK AT FRAME SILL MUST COMPLY W1iH SEALANT MANUFACTERER'S
RECOMMENDATION S) CAULKFORPERIMETERSEALAROUNDEXTERIOROE K4+DOW FLANGE 6) CLASS
THICKNESS MAY VARY EcIASSOroiS ALSO OuALIF ED. REMENTS OF
ASTM E1300 CLASS CHART SINGLE CLASS
IS SHOWN. INSULATING I 1 --
0J
VAT VIEWED
FROM
ENTERIOR MmT ANCH
R
LOCATION CHA 1 I CCNIPA A
1 ANALY 5 k ALID SSB
ANNEALED SSBPRESSURSS iAPC LOCAtIO:!
CALL YANOOW PRESSURE
LOCATIONS SIZE
SIZE (INCHES)
CAPAOTT N PSr CAPAOTT IN PSF M _2m _2
p -M3 -I
cr.cHl
T• In . 32
3/3-77 H l: ,n .
SO !/. _ja.) 77 y0 _It0
X
LGH! s ,• 1n .
ss
M O3 c LGH,
o[.
r,arJi0 ,• tn.Q
D -lu -11. c DJ:I CH1 Is n 'n .
77 -'o D. _ro. J:
ay.crJ 3. 'n • 3• -
u 47 A.0 cHl
IK7 tP3 laM.
34 ,
n5/
4. 50 { 100 -Imf.
G H, I 26 In . sSan -i7 AS uafa 26 1/
7 Q r• -7f 0 0 L4.I, 00.7 30
1n . 31 F 30.1 36
3/4 74 0 r,I.NJ
0 30 In
e, an p -77 -» 7
A..GJ.J u
I 300.. 30 ..s36 ,
n . sa s/i 'o n . ro n _,. c
cr r .
r 130.s 301n .
63 -a 0 _71 -7, LI.HJ 33 )1 A
79 -!, D s'AC
o-
s7
I,4r1
37
t 35
3/3 57 Ilc AS r.r.aHJ 3..• 37 t
S. an -W o a -ss -ss p
AS Gw,
r.arJ7.•3 37
s {s sn - 53 -a) s7 I'. cc
is
31 t
73
s7 5 _. kc r,GH, r.G.' 1
7a0 .7 A
30 an A a. 5/
9 _.0 w -•0 0 a SiVJ,I1rfrrIIrr'F..CAAG..H.aci./rHJr.•
iain_.
D 0G
Ac
un.r7 . •
77
20 c A.0 7A •. -' AS
T ..73n-A
IT '00
o
I sA 10 Cq.•Aso
cr i•a ..A
y 6/1 a - c r.
crt T, 33 531n •
Ts c L4H s7 In . W
bn -4 0 0 - c r.C,.
J 0 s 33
in
t sa an -'o c I.P HI
A .3 In
t {0 -.0 0 A.c 1 ) 7 -. 0
IH AL pLMM•
IOWs tROM CPVurAIM WALKa A HAS( W9T V,4 12011
AMC MIM v +,P • 1= 1Kt[ M rici WCc: R. Rl Ir["sA'•I Kim C OCOMl
I— 0 ALL K
kwtoro .00 R Out ro 0' L o,
Os .nL1•. Ngw4 3/,{• r9 AI VEDM. w ow M co M•stswr gAtKMO RQ s. nAKcc ELIaDIIDNT 04 •u.at••rz 7) Nsr4)A11MbIICMroN.•OyO[ 11Rt_I/. W A tocc-
0- on" t't',m wcoms, LTITM 1 "„ ,„ —Do- ; a
Nor IJsrzo w pwTg c A.7•pK 0y j 1 ern
Nut L-00 Cls JOA rK .r/11oAHe.rz O[90.. - - 01 *— JAN ? 6
20M.•
YOOSEF LAVII P.
E. CONSULTING ENGDIEER 00
F01RS1 LAM
M 110E WILDS. TEW 752.
3 1: l2up(o
Do 9 r. (21 Wo a Tlnao.ti.t.
o.+..n nmr•IJLrT7m•H1w AMUBLY DRAWING Ls
I.50 /
Isla 91IME 01HO'"00• IR Ip N/
A 1..• iiio./o3
B 1•s1y
C-7 H
3It•- DIA. tAPCON
CAUL ! TWEEN VOW
NRY
Op A BY OMER9
O,UOLBByOTHERS
WWWa _\ WOOD 6uCK
BY OTHLHi
pEIOMEM CAULK
BY 07tER3
GLAZING
EXTtI10.q
WINDOW
CONCREASCITE
EY O.IHERS
SHIM AS (
SEE NOTES.
Q I-1 •- YN.
QYENT
T
5"
1
MAY - SPACEAqI/4
FLANGEFLANGE TYPE —
wMiDV FRAME BUCK
HEADER NOOK
DDowFR 7 ISILL
Bu01 YADM
SHIM AS REDID
SEE MOTES)
MINOOCw TYPEFRAME
JAMB
EXTERIOR / I
pOmJLtER tAu1K
J//
BY O11SR5
r WINDOW WIDTH
SLUQ 2
MAILSPACE
1-1 4 MB1• ERT
CAULK BETWEEN
WIM BUCK a
MAS-f OPENING
8Y OMENS
a
TNSTAl1ATIGH ANCHOR
3/16• CIA- TAPCON
am BY t1000
O" BY OTHERS
ppvaimLTIDODBUOI
QO emm
OR
G
MASONRY
BY OTHERS B
OY TMRSo
uutx
WINDOW
FA
C B D
E
p1tE-
CAST SILL BY
On".3 2 I
WINDOW
H 4
Q
HGT. a
PRECAST SILL WARBLE SILL STOOL L G GUNKBETWEEWIDOWCAULK
OR A PROvEO EQUAL BY OTHERS WItNVIUlKE1L116ADNESIrES
CT- ION 1 N
ANCHOR WISH U310 8[A1ING SMM' WX ALLOWABLE SHY STACK TO Gamw-unite• 1) SHIM AS REQ'O. AT EACH INSTA11APO 1.
at 11/,a-i'AME uATERtIsU ALUMINUM ALLOY Son SILL MUSE BE ATTACKED TD THE SUBSTRAT E 3)
USE LATEX W1LK BOIDIO WOIDOM p wa AT HEAD a S•
MWWALTURvt
s UiECATION
Of a ADHELKIM S CAULK OR APPROVED `' CAULKATEFRAMESILLMUSTCOMPLY YRM SENAIA 4) ANCL
FM OUMtKDA110FLrt. PERIMEMSM pID EXTERIOR Of W6100W fTM B) USE
LATEX CA" MAY yMy PER THE REOU*0104TS OF A57V Et31, CUSS ATK ANALYSIS. 6) CRASS
T Y a MCAIIVE STR(IC Ry Q. MH01C AIERTTANCE TEST REOUREMENT 0f I S BEEN 7) GFRO
eY AMi&LygOF WATER PERFO LOADS WILLBE UMI= TO 40.0 PSI DUE TO WATER TEST %lCSA71tE OF Byr 6)
Irow
LOAD
iNSTwJLTgM N
F _t/4 dEKDuw Dim SUBSTRATE AT LOCATIONS S TASOH ACHANT- OF Al10NS
SHOWN
ON 01ART. SUrr*ENT
LENGTH t0 PROMOE LOCATIONS. MptT N7 S WOOD BUCK AT ALL OTHER BE 6) SEE
ELEVATION KE .NErr%TMr LENGTH TO PROVIDE 3/4' YN. OHOT PRESENT- 05 SCREWS SHOULD 10) INSTILL /
6 SStf ATM HOLES V FACTORY APPUED HOLES ARE ' 9ZE. FACTORY
Ap
o I spyCpR11E RS h MAX 14' ac QUANTITY LISTED NM NVIT LOGO II) 1/
ENACT AT WHOQW SIZE5 NOT UST[D N ANCHOR CHART, USE AN01 AVPROHIATE DESIGNPRESSUREREGM. AppUES TO THE ERAL t1S0
WSULAONG
GLASS SORES PICTURE
WANOOW IS SHOWN It) GEN•
THIS MST
ALSO pICTURt WINDOW
SERIES. I—Ilj
ELEVATION VIEWED
FROM
EXTERIOR or WINDOW
SSB
GLASS 3/16' 5 TAPCON ANCHOa SIZE DESIGN
PaESwRE DEIGN P(iESSURE LOCATIONS INCHES) CAPACITY
IN PSF CAP'j2' W PSF OM/HDGNT
EX050" INTERIOR ExTE1BOR N_i0I0R NERD A JAMB:
11
1
74 74 D{ 74 160ISO 100150 A/ r.G.
N fJ:i
12 xw11136b
ee 144 144 AAAl
r.
0! 11 x
46 1 61 y7 F.0 11 x
60 57 r,OI 1 X
1{ 1{ x
74 66 FAJ 0
soi255
13311350 A.
6
fAJ 11 30
117 Is ItsI61 46
40 40 106 39 A6RAJ
1{ 1
6o 40 F.G.
4 1•
X14 e5 too Roo 130tOD MF.O. I.O. r.a14x >D 14136 44
40 p11 W A6 F.0 Zi W
t0 A/ FA
R1t 4.
00 F.O
1 x {
31 11441 1 A/
0
Fc 303I1
404o B1
5C
61
00
AO
FA F,c48si
xu4040 AB
f•
c 31 1 {
0 40 36114 40
40 B7 73 67 73A6 A6Ki F.I 3•
K 30
36 IS 34
4O 40-40 40u 4861 46A/ IJ36 IS 4/
40 40 40 AA J36 x 60
40 F. 1 40
x
14
40 4o 40 MM wi F. 4 Ix1 3366
440 a y A.11 I. 46 x 45
40 40 a 40 A6
F 48
1 NI
40 40 440 0
A/
A/ r 16E0 110
4400 40 40 W40
A/
AA
1 W1 3601u
40 40 71 IS
40
40 O1 51' 40 A/ A/ 71 X30
71 IS3{ 40
40 440 040 4040 40
M A/ 71 x46
40 i0 64116 46 40
64
It
30
40 40 A6 4 IS 38
N 1 14
49 40 40 961 30
40 40 M Sits AM=* NOON
t.
embip
IbL - Cmih6, Ts 9A Ic1 IlEeu • Dd41 It 1 ILoO 1a INSTALLATION
DETAIL SERIES
1440/1540
FLANGE PW r 1r art
89 N
A
oOa11 rn6oH 49aol
coo
AAT
Ea -
12/11 01
B GENOOI B AAITx'.ATm 043 H1 •
t. 130 IrIDWAtIp1Al 1x'R frR 136 IfA11010AL IIOROA 377a 1-O'[-f1-FCl-
0U! to-O7-Ia
C•u:4 BETWEEN wO`O
o'tINc e: ot, RS
C BT WAD
BUCK BY OTHER
AULKBUCK QVANCC
NGEBTWOODBuC' W
l
CO,-
CRCTE OR MASONRY
OPENu+G BY
O1HER N%
TERIOR nwsm BY
OTHER BY
0SM*.EI:LRCAUL BYRAIN
C IRA'YP[ HEAC '
4 uC
OW
EXTERIOR HT
YII
N IRAYE SILL
PORN
EIER By
OTHER EE
TALLATION
ANCHCR __ BUCK r.,DTr 1/
i E U FLANGEiTP[ SPACE u wu
AS REOES) JAMB lRAUC
EE
NOTES) JAMB 0
1
I/
i um 6[
1OuC•NT
1
PERIMETER
BY
OTHERS Iu
WNDow
wolm YA.
EXTERIOR
BUCK
DprtWINCOW
g HEIGHT
PRE
CAST vL / D
CAULK
BETwi LN uNOOA rLANu A 6Y
OTHERS , PR[ CAST SILL CAULKSC NM C-
r_TION 1 MOHEADADHESIVE CAULK OR E SEAL uCR(N[AD aSCO AON[SILS SLALwI IIQ1E5.
O'D. AT EACH RNSTALLATION ANCHOR N1TH LOAD REARING SNIP, MAY I) SHIM AS RE ALLOWABLE
SHIM STACK 10 BE 1/4" 2) WNNDOW FRAME MATERIAL:ALUUINUM ALLOY 6063 3)
USE A Ex CAULK BEM NO v04" FLANGE AT HEAD AND JAMSS.SRL MUST BEECUAL AT
TACNCD TO THE SUBSTRATE WTH VULK[M ll6 ADHESIVE CAULK OR APPROVED - EAU APPLICATION
OF VULKIM 115ADHESIVE ALANTK OR SCCEE-mORERECOMMENDATION. VF
CAULK AT
FRAME 4ll MUST COMPLY S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF Ww00w ILANGE 6) CLASS THICKNESS MAr VARY PER THE REOUIREMENTS Or ASTu E1300 GLASS CHART SINGLEGLASSISSHOWN, INSULATING CLASS IS ALSO DUAUFIED THIS PRINT ALSO APPLIES TO I)
GENERAL A UMINUMS 1490 SERIES MODIFIED SLIDER IS SHOWNL THE
1.20 TES MODIFIED SLIDER INSULATING GLASS OR 5)
DRAWING APPLIES 10u R w or rLANU K
iENI [ R TOWPROND[ NDOWINCONCR[4[CMBLMOMC 1RPi OPSUBSTRATE y/,
a" OVA TA CGN ATLOC•TVOH SHOWN ON CHART 9) SCE ELEV•TIoNS FOR KEY 10 IAPCON LOC•ilONS 4• YIN EUBCDuUrt ,N10 f10W BUCK AT ALL lo) .
1m la SCREWS D< SyffICIENI LENGTH TO PROVIDE y REREO'D FACTO'
AZ. wS1µLATON ,NOL25 YANC 7 cmarv. NIITY LISTED WITH ,NEfi F
CXACT wmow SIZE IS NOT uSIEO IN ANCHOR CHART, USE ANCHOR Ou• LARGER
SIZE CAULK
BETWEEN WINoOR
rLANGE WOOD
BUCK SECTION
2 ANCHOR (
TT'P.)-'\ ONE
BY WOOD r
BUCK By OTHER 1 1//i YIN EuBCOM[
Nt Smm
AS TtEO•D. SCE
NOTES) 0
CONCRETE CR MASONRY
OPEM%G BY
OTHER INSTALLATION
ANCHOR 3p6"
0+•. IAPCON Q
CAULK BETWEEN WOOD
BUCK At MASONRY
OPENING BY
OTHERS EXTERIOR
FINISHBY
OTHER W.
NDOW LWDTH
ELEVATION
VIEWED
FROM EXTERIOR runt
I nrATION CQMYAKA
IIVL A-1 I "I u '-' --.. VANDOW
SIZES DESIGN PRESSURE APCDN ANI REO'
D. INCHESCAPACITYINPSFtAOTH/
HEIGHT EXTERIOR INTERIOR HEAD 24
x 12 40 110 H,K 24
x 24 40 67 H,K 24
x 36 40 45 H,K 24
x 48 40 40 H,K 36
x 12 40 85 H,K 36
It 24 40 45 H ' K 36
x 36 40 40 H,K 36
x 42 40 40 H,K 36
x 48 40 40 H.K 36
x 55 40 40 H K 48
x 12 40 77 H,K 48
x 24 40 40 H,K 48
x 36 40 40 H,K 48
x 42 40 40 H'K 48
x 48 40 40 H,K 48
x 55 40 40 H,K 60
z 12 40 73 H,K 60
x 24 40 40 H,K 60
x 36 40 40 H,K 60
x 42. 40 40 H,K 60
x 48 40 40 H,K 60
x 55 40 40 H K 72
x 12 40 70 H,K 72
x 24 40 40 H'K 72
x 36 40 40 H,K 72
x 42 40 40 H'K 72
x 48 40 40 H'K 72
x 55 40 40 H,K JAM
A,
G A,
G A,
G AG
A,
G aG
A,
G A,
G A.
8,F,G A,
G A,
G A,
G A,
G A,
G A,
8,F,G A,
G A,
G A,
G A,
G A,
B.F,G A,
8,F,G A,
G A,
G A,
G A,
B,F.G A,
B,F,G f/
1.id•r11 TOT
R. ONG1 N•CuM1A B I=•F.6 ID Mon•GKf. A 1T7l1 INSTALLATION
DWG. MASONRY w/ ONE BY 9J7f SERIES
1A60 MODIFIED NORIZONIAL SLIDER A%0OW D
N •l
BB
N/A DATE •.
G ,
aAv[ 3/
20/02 E'+CO2T Try
Alnif)n Er •f I L•,•:: mun
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I,-J/ r I k
CONCRETE OR
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BY OTHERS
ONE BY WCOO
DUCK BY OTIN01S
SHIM AS RECO
SEE NOTES)
STUCCO
Br OTHERS
PERIMETER CAULK
eY OTHERS
SEE RMS)
OMMOR
INSTALLATION ANCHOR
TAPCONS ARE
NOT RECD.)
C
11.4
NSTALLATION ANOIORINVOA. TA ION
CA o 9
MASONRY OPENING
BY OTHERS
1-I/4• MN.
1/
4, MAX
DOOHEA
DOOR
HEIGHT
SHIM AS REO'D -
SEE NOTES)
DOOR FRAME -
JAMB
F (SEE NOTESNOTES)
PERDAE m CAUUf —
BY OTHERS STUCCO —
BY OTHERS
DOOR MOTH —
GNE eY wooD
BUCK BY O um
INSTALLATION ANCHOR
p VA RREE ATPCONS ARE
NOT REOM)
4
OR MONRY
p ey OT
0
er oTlaNts
77-311lrDWAU TIONA
CAWK BETTIEEN
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BY OTHERS
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By OTHERS
SHowLONC OOOR °
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v v
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LgaALLY APPLY CAUUKNO OAaN6
UYOER SLL OR SET 9LL N v 4 (SEE NOTES)
t£D OF CONCRETE INSTALLATION ANCHOR
CONCRETE OR GVCTION A -A 0/Le' PA. TAPCONMASONRYOPENNG —
BY OTHERS
ArC
womm gum A O0 MUST YE of So ymm tD10TN to AOALK YTL OrDmYDIT OF 1-1/A• KM
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ALAIHTN DETAIL B8
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ORMASONRY 3/16" DI& TAPC011 6' FROM
GpCMNO a 13-1/2' o.C. MXL BY OTI
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2 x 6 WOODByOTI'atsSSEENOTE5)
4
SHIM AS REO'D
SEE NOTES) C C
Mn—
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DOOR rRAME
HEAD
EXTERIOR
GLAZING —
SEE NOTES)
SHIM AS REO*D
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a
VUCN B6%4&CH WOOD OOOR FRAME
ODOpEMO py OTH ITS .Iwe
C
GLAZING
SCE NOTES)
1-1/4' MIK
4 EMBEDMENT
E
a
l-1p mYE1NT
CS:MSP-ACIE
PERIMETER CAULK —'
BY OTHERS
STUOCO —
BY OTHERS
am
I MEIORT
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FHB1-1/EDIENTP N T _{
4
1-1/p •O•HTY01. OJd /ED
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INSTALLATION ANI
116' DIA
CALL DOOR TAPf01R3 N SILL
SIZE & SIZE IN up To 4a PSr el
CONFIGURATION INCHES 43 Psf TO 60 T
DP PSi OP P:
mmk
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3
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em xx60" x0. 72 x 00
s S 6 S sOX. 60{6 703. OTL Xx 112 x BD i 6 7 6 7 6 4
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11
6
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BUCK ANCHOR 12066 oX0 143-3/4 X e0 7 7t0 9 I2 14 4 1
3/19- OA. 1506e OTID 16t-3/4 x 60 9
S S 6 6 S {
TAPOCIN {' 7660 OXO 91-3/4 x Po S6 6 6 6 f 7 6
0 FROY ENDS • 9060 OXO to-3A x 96
7 61 e 10 12 {
13-1/Y 06t 12060 oXO I45-3A X 16 u le 6
MAX BY OTHERS
OSTAILILA 906e Tax to-•M % eo e7 7 e 7
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pD ANCHOR 12068 XIX 142-•/1• X e0
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GENERAL NOTES NOTAS GENERALES
Trusses are not marked in any way to identify Los trusses no estan marcados de ningun modo que
the frequency or location of temporary bracing. dentifique la frecuencia o Iocalizaci6n de los arriostres
Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo,
installing and temporary bracing of trusses. instalacidn y amostre temporal de IDS trusses. Vea el Ifoleto
Refer to BCS1 1-03 Guide to Good Practice for BCSI 1-03 Guia de Buena Practice Data el Maneio. Instalad6n
Handling Installing St Bracing of Metal Plate y Arriostre de IDS Trusses de Madera Connectados con
Connected Wood Trusses for more detailed Placas de Metaloara Para mayor informad6n.
information.
Truss Design Drawings may specify locations of Los dibujos de diseno de IDS trusses pueden espedficar
permanent bracing on individual compression has localizations de IDs amlostres permanentes en IDS
members. Refer to the BCSI-B3 Summary miembros individuates en comp iron. Vea la hoja rssl)me6
Sheet - Web Member Permanent Bracing/Web BCSI-B3 Data IDS amostres Dermanentes y refuerzos de los
Reinforcement for more information. All other miembros secundarios (webs) para mayor information. El
permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del
of the Building Designer. Disehador del Edifido.
0 The consequences of Improper handling, installing
and bracing may be a collapse of the structure, or
worse, serious personal Injury or death.
EI resultado de Lin mane)o, instalaoon y arnostre
inadecuados, puede set la caida de la estvuctura o
aun peel, muertos o hendos.
Banding and truss plates have sharp edges. Wear
0 gloves when handling and safety glasses when
cutting banding.
Empaques y places de metal henen hordes
afilados. Use guantes y lentes protectores cuando _
corte los empaques.
HANDLING — MANE]O
err no -oic NO perm,), i,d> Q Use special care in
than 3" of defec- de 3 pulgadas de windy weather or
tion for every 10' pandeo per cads 10 near power Imes
of span. pies de t-arnn, and airports.
ro
t
L ,
p .
L
to
Pick up vertical Levante de la cuerda
bundles at the superior ios grupos
rates de trusses.
ONE WEEK OR LESS MORE THAN ONE WEEK
S&Zs_
1
Bundles stored on the ground for one
week or more should oe raised by blocking
at 8' to LO' on center.
Los paquetes almacenados en la tierra per
una semana o mas deben set elevados
con bloques a cada 8 o 10 pies.
aFor long term storage. cover bundles to pre- vent moisture gain but allow for ventilation.
Para almacen-amien,to per mayor tiempo,
cubra los paquetes Para prevenir aumento
de numedad pero permita ventilation.
Utilice cuidado
especial en dias
ventosos o cerca de
cables e!ectncos o de
aeropuertos.
Spreader bar for \
truss bundles i
O O
Check banding Revise IDS empaques
prior to movtng antes de mover IDS
bundles. paquetes de trusses.
QAvoid lateral bending. — Evite la flexion lateral.
Do not store No almaCene
er1;CdIm—le (Os
sses
Do not store _
uneve0 grog a deslguai
HAND ERECTION — LEVANTAMIENTO A MANO
Trusses 30' or
es" support less, support at t
at peak quarter points. f
Levante y
Levante de F
del Pico los IDS wartos
trusses de 20 de Vamo
Dies D menos. trusses de 30
F Trusses up to 20' pies o menos. Trusses up to 30' itTrusseshasty20' Trusses hasta 30'
HOISTING — LEVANTAMIENTO
rion equipment until temporary bracirg is installed =. truss is fastened to the bearing points.
Sostenga cads truss en postoon con la grua hasta que el arnostre temporal estc rnstalado
truss asegurado en IDS soportes.
0 Do not lift trusses over 30' by the peak.
No levante del Pico IDS trusses de mas de 30 pies.
Greater than 30'
Mas de 30 pies
HOISTING RECOMMENDATIONS BY TRUSS SPAN
RECOMMENDACIONES DE LEVANTAMIENTO
FOR LONGITUD DEL TRUSS
60• or less
I Approx. 1/2 I
Tagline
truss length
t TRUSSES UP TO 30'
TRUSSES HASTA 30'
Toe -in .\ / TEoe-in
Spreader bar to
2/3 truss length
Tagline
TRUSSES UP TO 60'
TRUSSES HASTA 60'
Locate Spreader bar Attach
above or stiffback
10' o.c.
max.
Spreader bar 2/3 to
3/4 truss length
Tagline
TRUSSES UP TO AND OVER 60'
TRUSSES HASTA Y SOBRE 60'
BRACING — ARRIOSTRE
Refer to BCSI-B2 Su¢ir_,:- bheet -TrussIn,ta-
ld anQlemoorarv.jkKing for more information.
Vea el rim n B SI-B - Instalact6n de Trusses-
4yArnostreTeDVQrWparamayorinformation.
Do not walk on unbraced trusses.
No camme en trusses sueltos.
10 Locate ground braces for first truss directlyinlinewithallrowsoftopchordtemporary
lateral bracing.
COloque los arrostres de tierra para el
primer truss directamente er• linea can
cada Una de las filar de arriostres laterales
emporales de la cuerda superior.
Brace first truss well
before erection of
additional trusses.
4
Top Chord Temporary Lateral
Bracing (TCTLB)
min.
BRACING FOR THREE PLANES OF ROOF
EL ARRIOSTRE EN TRES PLANOS DE TECHO
1) TOP CHORD — CUERDA SUPERIOR
Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing
Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior
Up to 30' 10' o.c. max.
Hasta 30 pies 10 pies maximo
30' to 45' 8' o.c. max.
30 a 45 pies 8 pies maxima
45' to 60' 6o.c. max. 45
a 60 pies 6 pies maximo 60'
to 80'* 4' o.c. max. 60
a 80 pies' 4 pies maximo Consult
a Professional Engineer for trusses longer than 60'. Consulte
a Lin ingeniero pare trusses de mas de 60 pies. Q
Refer to 6S51-t3Si SSLmmaBYSheet - Gable
End Frame Bracino.
Vea
el resumen L 8C51-
B6 -Arnostre del
truss termll7aL d-
un Wch_4_d 9P5 aguas-
2)
BOTTOM CHORD — CUERDA INFERIOR Lateral
braces 2x4x12'
length lapped` over
two trusses. . 10'-
15' max. Diagonal
braces every
10 truss spaces (
20' max.) Some
chord and web members not shown for clarity. 3)
WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web
Diagonal
braces every
10 truss SO'-
15' max. spaces (
20' max.) same
spacing as
bottom chord Some chord and web members not shown for clarity. lateral
bracing DIAGONAL
BRACING IS VERY IMPORTANT iEL
ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING
FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL
ARRIOSTRE PAPA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Refer
to @CCC-R7 Maximum lateral brace spacing Summary
Sheet 10' o.c. for 3x2 chords Temporary
and 15
15'
o.c. for 4x2 chords Diagonal braces Perm
apen[ Braano 10 of every 15 truss for
Parallel Chord spaces (30' max.) Tru55e5
for more Information.
Vea
el resumlen 7nal KSI5Z - Afr t[etam ralvDermanente
de The end trusses
de cuerdas brace far cantilevered paralelas
Para mayor trusses must be placed Late al braces ormacion.
on vertical webs in line 2x4x12' length lapped with
the support. over two trusses. INSTALACION
IV7tNSTALLINGMax.
Truss MaxnowLength —
f Max.
Bow Bow Length y—
Length
3/
4' 12.5' Max
B2Length —U 7/8"
14.6' j I
D/50 D (ft.) 1° 167 T 1/
4" 1' 1-1/8, 18.8' 112" 2'
1-1/
4" 20.8' o Plumb
3/4 " 3' 1-318" 22.9' bob V.
4 25.0' 1-1/
4" 5' 29.2'
D/50
max I 1-1/2" 6' 1-3/
4' 7' CONSTRUCTION LOADING —
CARGA DECONSTRUCCION Maximum Stack
Height for Materials
on Trusses No proceda
con la construction hasta que lodes IDS arriostres Material Height (h) Do not
exceed maximum stack heights. Refer to @ L-1 SJfP3S1dI1f_heet -
Construction Loadino for more information. No exceda
las maximas alturas recomendadas. Vea el rgSLT ..Lrr BCSf-84
CargaSt:_S9P_SLuccion Para mayor information. Do not
overload small groups or single trusses. No sobrecargue
pequenos gropos o trusses individuales. ALTERATIONS — ALTERACIONES
of I'
e 1. -, _ir.uss Damage. Jobsite M4d1ficilt on5 LnSt Ia LQn [4r5Veael
resumer, SCSI-B5 Danes de trusses 14odihcaclones en la 0bra y rr re5-4.e1n5tata4!oa GDo not
cut, alter, or drill any structural member of a truss unless specifically permitted
by the Truss Design Drawing. No corte,
altere o perfore ningun miembro estructural de los trusses, a
menos que este especificamente Perri en el dlbu)o del diseno
del truss. QTrusses that
have been overloaded during construction or altered without the Truss Manufacturer's prior approvalmayrendertheTrussManufacturer's limited warranty null and void. Trusses que
se han. sobrecargado durante la construction o ban side aiterados sin Una autonzaoon previa del
Fabncante de Trusses, pueden reducir o ehminar la garan6a del Fahncante de Trusses. NOTE: The
Truss Manufacturer and Truss Designer must rely on the fact that the Corxractor and cane operato rk [hr (
if applicable)
are ca- pable to undertake
the OM haw to do o , a particular protect. The Contracta should seek any required assistance regarding construction practices from
a competent party. The methods and procedures outlined are intended to ensure that the ovemif construction bw techniques employed
willputlandrooftrussesinto place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon
Me collectrve experience of leading technical personnel in Me wood truss industry, but must, due to the nature of responsibilities irhydved, be presented
only as a GUIDE for use by a qualified Building Designer orErector,/Installation Contract=. It * not intended that these recommendations
be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the
Erectxxi/Installabon Contract= or otherwise) fw handling, installing and bracing wood trusses and it does not preclude the use
of other equivalent methods for bracing and pmr ong stability fw the walls and columns as may be determined try the truss Erection/Installation
contractor. Thus, the Wood Truss council of AmarKa and the Truss Plate Institute expressly disclaim any responsibility m for damages
ansmg fromtheuse, application, w reliance w the mo mendam tios and inforratitm contained helm. V ER WOOD TRUSS COUNCIL
OF AMERICA
TRUSS PLATE INSTITUTE One WTCA center " 6300 Enterprise
Lane ° Madiwn, WI 53719 583 D'Onofrio Drive " Madison, WI 53719 608/274-4849 • www.woodtruss.
com 608/833-5900 ° www.tpinst.org BIWARN11x17 031125
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WARhIhC: ALL BEARING WALLS 7 RE PLACED HUS26 UTICEI! REVIEW ALL SPAN DIMENSIONS--BRG WALLS
PRIOR TO SETTING TRU';SES. ; HGVS26-2 ENIGNEERED DRAWINGS--LOADING--PITCH AND OVERHANGS
L - _WALLS SHOWN ARE TO 3_rSEARINQ.. L SPC.HGR SIGNED APPROVAL X
10B NUMBER: 35115 DATE: 8-24-04 PITCH: LOAD SHIxCUS
CCU SPAN CUSTOMER: JA-RO 4.5
H: 24Al-J2t-T440 BY: D.H ; JOB NAME: SAGE 11 STD MDL BRG: BLOCK
I Mi!
MiTek®
MiTek Industries, Inc.
RE: 35115 - JA-RO SAGE II MDL 14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017-5746
Site Information: Telephone 314/434-1200
Project Customer: JA-RO Project Name: SAGE 11 STD MDL Fax 314/434-5343
County: SEMINOLE
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2001 Design Program: MiTek 20/20 6.0
Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-98
Roof Load: 47.0 psf Floor Load: N/A psf
This package includes 21 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I Seal# lJob ID# ITruss Nam Date INo. ISeal# I Job ID# ITruss Nam Datet/24/041117070918135115JA8/24/04 118 117070935 135115 IK
12 117070919 135115 JA1 18/24/04 119 117070936 135115 IL 18/24/04
1_ 117070920 135115 JA11 18/24/04 120 117070937 135115 iM 18/24/04 J
14 117070921 135115 I A11 A 18/24/04 121 117070938 135115 is 18/24/04 1
1_ 117070922 135115 IA13 18/24/04
1
1
1
1
1
1
16 117070923 135115 IA13A 18/24/04
17 117070924 135115 IA15 18/24/04
18 117070925 135115 IA15A 18/24/04
19 117070926 135115 JA7 18/24/04
110 117070927 135115 IA7A 18/24/04
111 117070928 135115 JA9 18/24/04
12 117070929 135115 J A9A 18/24/04
13 117070930 135115 113 18/24/04 1
114 117070931 135115 1131 18/24/04 1
115 117070932 135115 J B7 18/24/04 1
16 117070933 135115 1 J 18/24/04 1
117 117070934 135115 lJM 18/24/04 1
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by Accu-Span.
Truss Design Engineer's Name: Budiman, Junaidie
My license renewal date for the state of Florida is February 28, 2005.
NOTE:The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
components shown. The suitability and use of this component
for any particular building is the responsibility of the building
designer, per ANSI/TPI-2003 Chapter 2. August 24,2004
Budiman, Junaidie
Job,., Truss Truss Type Oty Ply JA-RO SAGE 11 MDL
17070918
35115 A COMMON 13 1
Job Reference a tional
ACCU-SPAN TRUSS. LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:40 2004 Page 1
2-0.0 637 11-4-4 16-8-0 21.11-12 2739 334-0 354-0
2.0-0 6.0-7 53.12 5312 5312 5312 6-0-7 2-0.0
Scale = 1:60 8
4x6 =
4.50 FI2 5
3x4 % 3x4
4 6
5x6 5x6
3 7
z 6
1
9 1
3x8 = 75 14 13 12 11 10
3x8 =
3x4 = 3x4 = 6x6 = 3x4 =
6x6 = 3x4 =
6.10-5 13.0-0 204-0 1 26-5.11 33-4-0 ilI
6.10-5 6.1-11 74-0 6-1-11 6-10-5
Plate Offsets X Y 3:03-00-3-0:03-00-3-0 LOADING (psf)
SPACING 2-0-0 CSI DEFL in (loc) Vdefl I PLATES GRIP TCLL 30.
0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.23 13 >999 360 MT20 244/190 TCDL 7.
0 Lumber Increase 1.33 BC 0.66 Vert(TL) -0.42 12-13 >936 180 BCLL 0.
0 Rep Stress Incr YES WS 0.45 Horz(TL) 0.12 8 We n/a BCDL 10.
0 Code FBC2001/ANSI95 Simplified) Weight: 167lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-14 oc purlins. BOT CHORD
2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-12 oc bracing. WEBS 2
X 4 SYP No.3 REACTIONS (lb/
size) 2=1712/0-8-0, 8=1712/041-0 Max Harz
2=-188(load case 5) Max Uplift2=-
913(load case 4). 8=-913(load case 5) FORCES (lb) -
Maximum Compression/Maximum Tension TOP CHORD
1-2=0/26, 23=-3377/1628, 3-4=3230/1646, 45=-2543/1346, 5.6=-2543/1346, 6-7=3230/1646, 7-8=3377/1628, 8-9=0/26 BOT CHORD
2-15=-1555/3132, 14-15=-1169/2597, 13-14=-1169/2597, 12-13=-750/1975. 11-12=-1029/2597, 10-11=-1029/2597, 8-10=-
1379/3132 WEBS 3-
15=317/338, 4-15=366/611, 4-13=-610/507, 5-13=-470/815. 5-12=-470/815, 6-12=510/507, 6-10=366/611. 7-10=
317/338 NOTES 1)
Unbalanced
roof live loads have'been considered for this design. 2) Wind:
ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; 1 B; partially, MWFRS gable end zone; cantilever left
and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift at joint 8. LOAD
CASE(
S) Standard Junaidie Budiman,
FL Lic #4516 MiTek Industries,
Inc. 14515 North
Outer Forty Drive Suite 300
Chesterfield. MO,
63017 FL CerL#
6634 August 24
2004 A WARNING •
Veryt, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid
for use only with MITek connectors. This design Is based only upon parameters shown, and is for an IndMdual building component. Suite 0300 Applicability of
design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for
lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional
permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality
control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component Safety Information
available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. I
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0.11le
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section Indicates joint
number where bearings occur.
Industry Standards:
ANSIITP11: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
O
U
a
O
R
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSAETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
Q other interested parties.
O
U 4. Cut members to bear tightly against each other.
a 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12, Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
A
Job, Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070919
35115 Al COMMON 1 1
Job Reference o tonal
ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13:04:41 2004 Page
2-0.0 6-0.7 11-4.4 16-6-0 21-11.12 27.3.9 33-4-035.4-0 2-
0.0 6-0.7 5312 5-3-12 5.3-12 5312 6-0-7 2-0.0 Scale =
1.60.6 4x6 =
4.
50 12 5 3x4 !
r 3x4 4
6 Sx6
50 3
7 QQ
2
8 16,
9 dl
d3x4 =
15 14 13 12 11 10 3x4 =
3x4 =
3x4 = 6x6 = 30 = 6x6 =
3x4 = 6-
10-5 13-0-0 20.4-0 26-5-11 33-4-0 i
i 6.
10-5 6.1-11 7-4-0 6-1.11 6-10-5 Plate
Offsets X Y : 3.0-3-00-3-0:0-3-00-M LOADING (psf) SPACING
2-M CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL 30.0
Plates Increase 1.33 TC 0.43 Vert(LL) 0.06 15 >999 360 MT20 244/190 TCDL 7.0
Lumber Increase 1.33 BC 0.35 Vert(TL) -0.11 13-15 >999 180 BCLL 0.0
Rep Stress Incr YES WB 059 Horz(rL) 0.02 12 n/a n/a BCDL 10.0
Code FBC2001/ANS195 Simplified) Weight: 167lb LUMBER BRACING TOP
CHORD 2
X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2
X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X
4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS (lb/size)
2=931/0-8-0, 12=2018/0-", 8=478/04-0 Max Harz 2=-
188(load case 5) Max Uplift2=552(
load case 4). 12=-1 161 (load case 2), 8=-532(load case 5) Max Grav2=961(
load case 6), 12=2018(load case 1), 8=585(load case 7) FORCES (Ib) - Maximum
Compression/Maximum Tension TOP CHORD 1-
2=0/26, 2-3=-1365/654, 3-4=-1219/672, 4-5=-473/319, 55=-353/856, 6-7=-232/377, 75=380/361, 8-9=0/26 BOT CHORD 2-
15=-657/1266, 14-15=-241/668, 13-14=-241/668, 12-13=-111/373, 11-12=569/457, 10-11=569/457, 8-10=-257/354 WEBS 3-15=
351/361, 4-15=397/657, 4-13=-628/519, 5-13=-483/835, 5-12=-1480/810, 6-12=548/636, 6-10=-694/708, 7-10=386/
377 NOTES 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and
right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 2, 1161 lb uplift at joint 12 and 532 lb
uplift at joint 8. LOAD CASE(S)
Standard Junaidie Budiman, FL
Lic #4516 MiTek Industries, Inc.
14515 North Outer
Forty Drive Suite 300 Chesterfield,
MO, 63017
FL CerL#6634
Au ust 24
2004 A WARNING - VerVy
design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ® Design valid for
use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design
parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 is for lateral
support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent
bracing of the overall structure Is The responsibility of the building designer. For general guidance regarding M I fabrication, quality control,
storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component MiTek® Safety Information availablefromTrussPlateInstitute. 583 D'Onofrlo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0
O
For 4 x 2 orientation, locate X
plates 0 -'/0 from outside a.
edge of truss. R
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA
ICBO
BEARING
SBCCI
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
96-31, 95-43, 96-20-1, 96-67, 84-32
4922,5243,5363,3907
9667, 9730, 9604B, 9511, 9432A
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
0 designer, erection supervisor, property owner and all
a: other Interested parties.
O
4. Cut members to bear tightly against each other. U
a 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI I.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is Installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job, Truss Truss Type Oty Ply JA-RO SAGE II MDL
I 17070920
35115 A11 HIP 1 1
Job Reference o tonal
ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:41 2004 Page
r
2-0-0 5.105 11-0-0 16-8-0 224-0 27-511 33-4-0 35d-0
2-0-0 5-10-5 5-1.11 5.8-0 5-" 5-1-11 5.10-5 2-0.0
Scale = 1,61.6
5x6 =
3x4 = 5x6 =
4 5 6
4.50 12
20 'Z' 2x4
3 7
2 6
t 9 la
3x4 =
15 14 13 12 11 10
3x4 =
6x6 = 3x4 = 6x6 = 6x6 =
6x6 = 3x4 =
9-0.0 I 13-0-0 1 204-0 24-4-0 334-0
9-0-0 4-0-0 74-0 4-0-0 9-0-0
Plate Offsets X Y : 4,0-3-0 0-2-0 6-03-00-2-6 LOADING (
psf) SPACING 2-M CSI DEFL in (10c) Vdefl Ud PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.17 8-10 >912 360 MT20 244/190 TCDL
7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.15 2-15 >999 180 BCLL
0.0 Rep Stress Incr YES WB 0.74 Horz(rL) 0.02 11 n/a n/a BCDL
10.0 Code FBC2001/ANS195 Simplified) Weight: 161 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-3-1 oc puffins. BOT
CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) 2=934/0-", 11=2011/0-8-0, 8=483/0-3-0 Max
Horz 2=138(load case 4) Max
Uplif12=545(load case 2), 11=-1249(load case 2). 8=-548(load case 5) Max
Grav2=976(load case 6), 11=2011(load case 1), 8=558(load case 7) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 1-2=0/26, 2-3=-1372/729, 3-4=-989/510, 45=556/316, 5-6=454/942, 6-7=-59/407, 7-8=-280/375, 8-9=0/26 BOT
CHORD 2-15=538/1272, 14-15=-221/755, 13-14=-221/755, 12-13=-72/315, 11-12=-72/315, 10-11=505/400, 8-10=-303/261 WEBS
3-15=419/432, 4-15=-193/396, 4-13=-505/351, 5-13=-346f757, 5-11=-1317/820, 6-11=-10091758, 6-10=-419/426, 7-10=-465/454
NOTES 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right
exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage
to prevent water ponding. 4) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 545 lb uplift at joint 2, 1249 lb uplift at joint 11 and 548 lb uplift
at joint B. LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #
4516 MiTek Industries, Inc. 14515
North Outer Forty
Drive Suite 300 Chesterfield, MO,
63017 FL
Cert.#6634 August
24 2004 e
WARNING - Ver(fy
design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use
only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 8300 Applicability of design parameters
and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for lateral support
of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing
of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage,
delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-09 and BCS11 Building Component MiTek® Safety Information available fromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI 53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
131 *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
1. Additional stability bracing for truss system, e.g. diagonal
and securely seat.
or X-bracing, is always required. See BCSI1.
TOP CHORDS
3
2. Never exceed the design loading shown and never stack
c,-z cz•s materials on inadequately braced trusses.
0 4
WEBS 3. Provide copies of this truss design to the building
cc designer, erection supervisor, property owner and all
For4 x 2 orientation, locate S ,' cc
O
other interested parties.
plates 0 - I/16' from outside CL 4. Cut members to bear tightly against each other.
edge of truss. a 5. Place plates on each face of truss at each joint and
c7-e ce-7 css embed fully. Knots and wane at joint locations are
BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1.
required direction of slots in 8 7 6 5
6. Design assumes trusses will be suitably protected from
connector plates. the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication.
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for
THE LEFT. use with fire retardant or preservative treated lumber.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the
The first dimension is the width
NUMBERS/LETTERS. responsibility of truss fabricator. General practice
4 X 4 perpendicular to slots. Second
is to camber for dead load deflection.
dimension is the length parallel 10. Plate type, size, orientation and location dimensions
to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements.
LATERAL BRACING 11, Lumber used shall be of the species and size, and in all
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
respects, equal to or better than that specified.
by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at
output. Use T, I or Eliminator bracing spacing shown on design.
If indicated. ICBO 4922, 5243, 5363, 3907
13, Bottom chords require lateral bracing at 10 ft. spacing,
SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is Installed, unless otherwise noted.
BEARING
Indicates location where bearings
14, Connections not shown are the responsibility of others.
Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior
aF reaction section indicates joint approval of a professional engineer.
number where bearings occur. 16. Install and load vertically unless indicated otherwise.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. MITeke
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate 2004 MiteO
Connected Wood Trusses.
Job, Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070921
35115 A11A HIP 1 1
Job Reference o tonal
ACCUSPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:42 2004 Page 1
2-0-0 5.10.5 11-0-0 16-8-0 22-4-0 27-5-11 33-4-0 35.4-0
2-0-0 5.10.5 5.1.11 5A-0 5-8-0 5.1-11 5.10.5 2-0.0
Scale = 1:61.8
Sx6 =
3x4 = 5x6 =
4 s 6
4.50 12
2x4 . 20
3 7
2 8
3x6 = 15 14 13 12 11 10
3x6 =
6x6 = 3x4 = 6x6 = 6x6 =
6x6 = 3x4 =
9-0.0 13-0.0 20-4-0 24-4-0 I
33.4-0
i
9-0-0 4.0.0 7.4-0 4-0-0 9-0-0
Plate Offsets Y : 4:0-3-00-25 6:03-00-2-6 LOADING (psf)
SPACING 2-" CSI DEFL in (loc) VdeFl Ud PLATES GRIP TCLL 30.
0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.17 8-10 >614 360 MT20 244/190 TCDL 70
Lumber Increase 1.33 BC 0.51 Vert(fL) -0.12 8-10 >924 180 BCLL 0.
0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.04 10 n/a n/a BCDL 100
Code FBC2001/ANS195 Simplified) Weight: 161 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-10 oc pudins. BOT CHORD
2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 64)-0 oc bracing. WEBS 2
X 4 SYP No.3 REACTIONS (lb/
size) 2=1186/0-M. 10=1982/0-8-0, 8=259/03-0 Max Horz2=
138(load case 4) Max Uplift2=-690(
load case 2), 10=-1142(load case 3). 8=-409(load case 5) Max Grav2=1195(
load case 6). 10=1982(load case 1), 8=343(load case 7) FORCES (lb) - Maximum
Compression/Maximum Tension TOP CHORD 1-
2=0/26, 2-3=-1956/1116, 3-4=-1582/904, 4-5=-1221/758, 55=311/276, 6-7=-457/964, 7-8=-275/718, 8-9=0/26 BOT CHORD 2-
15=-997/1813, 14-15=593/1315, 13.14=-593/1315, 12-13=-410/950, 11-12=-410/950, 10-11=-137/249, 8-10=-069/337 WEBS 3-15=
398/423, 4-15=-188/384, 4-13=-226/210, 5-13=-177/422. 5-11=-979/625, 6-11=-458/941, 6-1 0=-1 768/968. 7-10=-473/
459 NOTES 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-98; 120mph (3-second gusty, h=18ft; TCDL=4.2psf; BCDL=5.Opsf: Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and
right exposed; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate
drainage to prevent water ponding. 4) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 690 lb uplift at joint 2, 1142 lb uplift at joint 10 and 409 lb
uplift at joint 8. LOAD CASE(S)
Standard Junaidie Budiman, FL
Lic #4516 MiTek Industries, Inc.
14515 North Outer
Forty Drive Suite 300 Chesterfield,
MO, 63017
FL Cert.#W34
August 24 2004
A WARNING - Vertu
design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, Design valid for
use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design
parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for lateral
support of IndMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent
bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control,
storage, delivery erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information ovailable
from Truss Plate Institute, 5113 D'Onofrlo Drive, Madison, WI 53719. 1MiTek
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - I/ia" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available In MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension Is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
If Indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary butS>w
IiF reaction section Indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction,
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
IG
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on Inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and Is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Miteko
Job-. Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070922
35115 A13 HIP 1 1
Job Reference o tonal
ACCUSPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:42 2004 Page 1
r
2-0-0 6-10-5 13-0-0 20-4-0 26-5-11 33-4-0 35-4-0
2-0-0 6-105 6.1-11 7.4-0 6-1.11 6-105 2-"
Sate = 1,61.8
4.50 12 Sx8 =
8x8 =
4 5
5x8 % 5x6
3 6
ap
2 7
1 e Ig
3x4 =
14 13 12 11 10 9
3x4
2x4 11 3x4 = 6x8 = 2x4 11
3x4 = 3x4 =
6-10-5 13-0-0 20-4-0 265-11 I 33-4-0
I 1
6-10-5 6-1-11 7-4-0 6-1-11 6-10-5
Plate Offsets Y : 3:03-00-3-04:0-2-00-2-12 5:0.4-0 0-2-4 6.0-3-00-3-4 LOADING (psf) SPACING 2-"
CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates
Increase 1.33 TC 0.56 Vert(LL), 006 14 >999 360 MT20 244/190 TCDL 7.0 Lumber
Increase 1.33 BC 0.37 Vert(rL) -0.11 12-14 >999 180 BCLL 0.0 Rep
Stress Incr YES WB 0.72 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code
FBC2001/ANSI95 Simplified) Weight: 166lb LUMBER BRACING TOP CHORD
2 X
4 SYP No.213 'Except' TOP CHORD Sheathed or 5-2-0 oc purtins. 4-5 2 X
6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. BOT CHORD 2 X
4 SYP No.2D WEBS 1 Row at midpt 4-10 WEBS 2 X 4
SYP No.3 REACTIONS (lb/size) 2=
924/0-", 10=2015/0-8-0, 7=489/03-0 Max Horz2=155(load
case 4) Max Uplift2=-542(load
case 4). 10=-1216(load case 2), 7=-551(load case 5), Max Grav2=971(load
case 6), 10=2015(load case 1); 7=576(load case 7) FORCES (lb) - Maximum Compression/
Maximum Tension TOP CHORD 1-2=
0/26, 2-3=-1307/585, 3-4=-540/278, 45=308/766, 5-6=-377f792, 6-7=-265/337, 7-0=0/26 BOT CHORD 2-14=
515/1215, 13-14=517/1210, 12-13=-517/1210, 11-12=-55/520, 10-11=-55/520, 9-10=-278/242, 7-9=-273/247 WEBS 3-14=01128.
3-12=-769/523, 4-12=-139/435,4-10=-1405/783,5-10=-769/522,6-10=-826/806,6-9=-129/130 NOTES 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right
exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage
to prevent water ponding. 4) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 2, 1216 lb uplift at joint 10 and 551 lb uplift
at joint 7. LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #
4516 MiTek Industries, Inc. 14515
North Outer Forty
Drive Suite 300 Chesterfield, MO,
63017 FL
CerL#6634 Au
ust 24 2004
A WARNING - Verify design
parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use
only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 8900 Applicability of design parameters
and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support
of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing
of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage,
delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DS"9 and BCSI1 Building Component MiTek® Safety Information available fromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
131 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - Vie' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
If Indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section Indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-24-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-brocing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on Inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
cc other interested parties.
O
4. Cut members to bear tightly against each other.
a. 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
B. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown Indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is Installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 MiteV
Jab., Truss Truss Type City Ply JA-RO SAGE II MDL
17070923
35115 A13A HIP 1 1
Job Reference (optional)
ACCUSPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13:04:42 2004 Page 1
r
2.0.0 6.10-5 13-0.0 20-4-0 26-5.11 33-4-0 35.4-0
2-0-0 6.105 6.1-11 7-4-0 6.1-11 6-105 2-0-0
Scale = 1:61.8
4 50 12 Sx8 =
8x8 =
4 5
5x8 % SX6
3 6
2 7
Qq
d 1 8 Iq
d O
3x8 =
14 13 12 11 10 9
3
2x4 11 3x4 = 6x8 = 2x4 11
3x4 = 3x4 =
6-10.5 13-0-0 20.4-0 26-5-11 33-4-0
1
6-10-5 6.1-11 7-4-0 6-1-11 6.105
Plate Offsets Y : 3:0-3-003-4 4:0-2-00-2-12 5:04-00-2-4 6.03-003-4 LOADING (pso SPACING 2-
0-0 CSI DEFL in (loc) Udeft Ud PLATES GRIP TCLL 30.0 Plates
Increase 1.33 TC 0.67 Vert(LL) 0.23 12 >999 360 MT20 244/190 TCDL 7.0 Lumber
Increase 1.33 BC 0.67 Vert(TL) -0.40 10-12 >983 180 BCLL 0.0 Rep
Stress Incr YES WB 0.57 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code
FBC2001/ANSI95 Simplified) Weight: 166lb LUMBER BRACING TOP CHORD
2 X
4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-14 oc purlins. 4S 2 X 6
SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing. BOT CHORD 2 X
4 SYP No.2D WEBS 1 Row at midpt 4-10 WEBS 2 X 4
SYP No.3 REACTIONS (lb/size) 2=
1712/0-8-0, 7=1712/O-B-0 Max Horz2=155(load
case 4) Max Uplift2=-937(load
case 2), 7=-937(load case 3) FORCES (lb) - Maximum Compression/
Maximum Tension TOP CHORD 1-2=
0/26, 23=3309/1666, 3-4=-2596/1388, 43=-2448/1380, 5-0=-2596/1388, 6-7=-3309/1666, 7-8=0/26 BOT CHORD 2-14=-
1504/3074,13-14=-1506/3069,12-13=-1506/3069,11-12=-1096/2448,10-11=-1096/2448,9-10=-1406/3069, 7-9=-1404/3074
WEBS 3-14=0/
128, 3-12=-704/490, 4-12=-126/410, 4-10=-263/263, 5-10=-104/404, 6-10=-704/490, 6-9=0/128 NOTES 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and right
exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage
to prevent water ponding. 4) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 937 lb uplift at joint 2 and 937 lb uplift at joint 7. LOAD CASE(S)
Standard
Junaidie Budiman, FL Lic #
4516 MiTek Industries, Inc. 14515
North Outer Forty
Drive Suite 300 Chesterfield, MO,
63017 FL
Cert.#6634 August
24 2004 A
WARNING - Very # design
parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use
only with MiTek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component. Suite 41300 Applicability of design parameters
and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support
of Individual web members only. Additional temporary bracing to Insure stablllry during construction is the responsibility of the erector. Additional permanent bracing
of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage.
delNery erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek Safety Information available fromTrussPlateInstitute. 5113 D'Onofrlo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - 1/0 from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in Welk 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
oC
O
2
U
a
O
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
0
cr
O
U
o-
OR
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is Installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job., Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070924
35115 A15 HIP 1 1
Job Reference o tional
ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13.04:43 2004 Page
2-0-0 7.10-5 15-0-0 18.4-0 25511 33-4-0 35-4-0
2-0-0 7-105 7-1-11 3-4-0 7-1-11 7.10.5 2.0.0
Scale = 1:61.8
4.50 Fl2
5x6
5x6 =
4 5
6x6 % SX8
3 8
2 7
It 8 la
3x4 =
14 13 12 11 10 9
3x4 =
20 II 3x4 = 6x8 = 2x4 II
3x4 = 3x4 =
7-10-5 13-0-0 20-4-0 _ 25-5.11 33-4-0
r I I
7-10-5 51-11 7-0-0 5-1-11 7.10-5
Plate Offsets X Y : 3:03-0Ede 4:03-00-2-0 5:0-3-00-2-6 6:0--0 0-3-0 LOADING (psf) SPACING
2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0
Plates Increase 1.33 TC 0.72 Vert(LL) -0.09 7-9 >999 360 MT20 244/190 TCDL 7.0
Lumber Increase 1.33 BC 0.35 Vert(fL) -0.10 2-14 >999 180 BCLL 0.0
Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 10 n/a n/a BCDL 10.0
Code FBC2001/ANS195 Simplified) Weight: 162lb LUMBER BRACING TOP
CHORD 2
X 4 SYP No.213 TOP CHORD Sheathed or 5-0-15 oc purlins. BOT CHORD 2
X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or S-M oc bracing. WEBS 2 X
4 SYP No.3 WEBS 1 Row at midpt 4-10 REACTIONS (lb/size)
2=941/0-", 10=2002/0-8-0, 7=485/03-0 Max Harz 2=
174(load case 4) Max Uplift2=-560(
load case 4), 10=-1163(load case 2), 7=556(load case 5) Max Grav2=972(
load case 6). 10=2002(load case 1). 7=587(load case 7) FORCES (lb) - Maximum
Compression/Maximum Tension TOP CHORD 1-
2=0/26, 23=-1193/538, 3-4=-472/263, 45=-167/559, 5-6=384/864, 6-7=-164/372, 7-8=0/26 BOT CHORD 2-
14=504/1109, 13-14=506/1105, 12-13=-506/1105, 11-12=0/261, 10-11=0/281, 9-10=351/149, 7-9=347/154 WEBS 3-14=
0/127, 3-12=-775/555, 4-12=-235/555, 4-10=-1065/589, 5-10=-732/455, 8-10=-809f794, 6-9=-127/128 NOTES 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7.98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and
right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate
drainage to prevent water ponding. 4) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 560 lb uplift at joint 2, 1163 lb uplift at joint 10 and 556 lb
uplift at joint 7. LOAD CASE(S)
Standard Junaidie Budiman, FL
Lic #4516 MiTek Industries, Inc.
14515 North Outer
Forty Drive Suite 300 Chesterfield,
MO, 63017
FL Cert.#6634
August 24 2004
e WARNING - Ver(
fy design parameters and READ NOTES ON THfS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty. ® Design valid for
use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Suite *300 Applicability of design
parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral
support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent
bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control,
storage. delivery erection and bracing, consult ANSI/TPI1 Quality Crlterla, DSB-89 and BCSI1 Building Component MiTek Safety Information availablefromTrussPlateInstitute, 58WI 3 D'Onofrlo Drive, Madison. 53719.
Symbols
PLATE LOCATION AND ORIENTATION
131 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
0
O
2
U
OR
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA
ICBO
BEARING
SBCCI
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPl1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
96-31, 95-43, 96-20-1, 96-67, 84-32
4922,5243,5363,3907
9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
o designer, erection supervisor, property owner and all
pc other interested parties.
O
v 4. Cut members to bear tightly against each other.
ri 5. Place plates on each face of truss at each joint andORembedfully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design Is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job • Truss Truss Type Oty Pty JA-RO SAGE II MDL
17070925
35115 A15A HIP 1 1
Job Reference o tonal
ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 8.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13:04:43 2004 Page 1
2-0-0 7.10-5 15.0-0 18-4-0 2&&11 33-4-0 354-0
2-0-0 7-105 7.1-11 34-0 7-1-11 7.105 2-0-0
Scale = 1:61.8
4.50 12
5x6
5x6 =
4 5
5x8 % 5t8
3 8
R
2 7
31 B 19
3x8 =
14 13 12 11 10 9 3x8 =
2x4 II 3x4 = 6x8 = 2x4 II
3x4 = 3x4 =
7-10-5 13-0-0 20.4-0 I 2&5-11 334-0
7-10-5 5.1-11 74-0 5-1.11 7-105
Plate Offsets Y : 3,0-4-00-3-04.0-3-00-2-6 5:0-3-00-2-8 6:04-0 0-3-0 LOADING (psf) SPACING 2-
M CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates
Increase 1.33 TC 0.87 Vert(LL) 0.22 12 >999 360 MT20 244/190 TCDL 7.0 Lumber
Increase 1.33 BC 0.65 Vert(TL) -0.41 10-12 >962 180 BCLL 0.0 Rep
Stress Incr YES WB 0.47 Horz(fL) 0.12 7 n/a n/a BCDL 10.0 Code
FBC2001/ANS195 Simplified) Weight: 162lb LUMBER BRACING TOP CHORD
2 X
4 SYP No.21D TOP CHORD Sheathed. BOT CHORD 2 X
4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 2 X 4
SYP No.3 REACTIONS (lb/size) 2=
1712/043-0, 7=1712/0-8-0 Max Horz 2=174(
load case 4) Max Uplift2=-917(load
case 2), 7=-917(load case 3) FORCES (lb) - Maximum Compression/
Maximum Tension TOP CHORD 1-2=
0/26, 23=3204/1556, 3-4=-2510/1295, 4-5=-2172/1253, 5-6=-2515/1298, 6-7=-3204/1556, 7-8=0/26 BOT CHORD 2-14=-
1401/2979, 13-14=-1403/2975, 12-13=-1403/2975, 11-12=-906/2173, 10-11=-906/2173, 9-10=-1293/2975, 7-9=-1291 /2979
WEBS 3-14=0/
127,3-12=-741/535,4-12=-224/536,4-10=-273/272,5-10=-194/532,6-10=-737/533,6-9=0/126 NOTES 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category It: Exp B; partially, MWFRS gable end zone; cantilever left and right
exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage
to prevent water ponding. 4) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 917 lb uplift at joint 2 and 917 lb uplift at joint 7. LOAD CASE(S)
Standard
Junaidie Budiman, FL Lic #
4516 MiTek Industries, Inc. 14515
North Outer Forty
Drive Suite 300 Chesterfield, MO,
63017 FL
Cert.#6634 August
24 2004 A
WARNING - Verify design
parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use
only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Suite #300 Applicability of design parameters
and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support
of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing
of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage,
delivery erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB49 and BCSI1 Building Component MiTek® Safety Information available fromTrussPlateInstitute. 583 D'Onofrlo Drive. Madison. WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ff-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - r/re' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
lip reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
rt
O
U
tL
O
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPIII.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ff. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job, Truss Truss Type City Ply JA-RO SAGE II MDL
17070928
35115 A7 HIP 1 1
Job Reference Io tional
ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:44 2004 Page 1
2-0-0 3.105 7-0-0 9-0-0 13-0-0 18$-0 204-0 244-0 26-4-0 i 295-11 33-4-0 35-4-0
2-0-0 3-105 3-1.11 2-0-0 4-" 3-8-0 341-0 4-0-0 2-0-0 3-1.11 3-105 2-0-0
Scale = 1:61.8
Sx6 =
3x8 = 20 II 6x8 = 2x4 II 3x6 = 5x6 =
4.50 F12
4 5 21 6 22 7 23 8 24 9 10
20 \\ 2x4
3 11
2 12
qa 131 Vd16
3x8 =
20 25 19 26 18 27 17 28 16 29 15 30 14
3x8 =
3x4 = 3x4 = 7x8 = 2x4 II 7x8 = 3x4 = 3x4 =
4-10-5 9-0-0_i 13-0-0 1643-0 I 20-4-0 I 244-0 I 285-11 1 334-0
4-105 4-1-11 4-0-0 3-8-0 3-8-0 4-0-0 4-1-11 4-10.5
Plate Offsets Y : 2:0312 0-1-0 4:0-3-00-2-6 10 0-3-00-2-6 12.0312 0-1-8 16:0-" 0-4-8 18:0-4-00-" LOADING (psf) SPACING
2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0
Plates Increase 1.33 TC 0 81 Vert(LL) 0.15 19-20 >999 360 MT20 244/190 TCDL 7.0
Lumber Increase 1.33 BC 0.68 Vert(TL) -0.19 19-20 >999 180 BCLL 0.0
Rep Stress Incr NO WB 0.95 Horz(TL) 0.04 12 n/a n/a BCDL 10.0
Code FBC2001/ANS195 Matrix) Weight: 199lb LUMBER BRACING TOP
CHORD 2
X 4 SYP No.2D TOP CHORD Sheathed or 3-7-0 oc purlins. BOT CHORD 2
X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2 X
4 SYP No.3 WEBS 1 Row at midpt 7-16 REACTIONS (Ib/size)
2=1524/0-8-0, 16=4082/0-M. 12=603/0-3-0 Max Harz 2=
105(load case 4) Max Uplift2=-1014(
load case 4), 16=-2944(load case 2), 12=593(load case 5) Max Grav 2=
1 537(load case 6). 16=4082(load case 1), 12=630(load case 7) FORCES (lb) - Maximum
Compression/Maximum Tension TOP CHORD 1-
2=0/57, 2-3=-3105/1919, 3-4=-2962/1881, 4-5=-2767/1866, 5-21 =-1 992/1345, 6-21 =-1 992/1345, 6-22=-199211345, 7-22=-1992/
1345,7-23=-1595/2405,8-23=-1595/2405,8-24=-1595/2405,9-24=-1595/2405,9-10=-65/387,10-11=-662/676, 11-12=-834/
745, 12-13=0157 BOT CHORD 2-
20=-1742/2830,20-25=-1566/2520,19-25=-1566/2520,19-26=-1702/2767,18-26=-1702/2767,18-27=-9/282, 17-27=-9/
282,17-28=-9/282,16-28=-9/282,16-29=-387/240,15.29=-387/240,15.30=-157/219,14-30=-157/219, 12-14=577/
732 WEBS 3-20=-
134/167. 4-20=-121/356, 4-19=-242/493, 5-19=-12/104. 5-18=-944/638, 6-18=-582/555, 7-18=-1433/2115, 7-17=0/99, 7-16=-3188/
2163,B-16=527/587,9-16=-2444/1840,9-15=597/908, 10-15=-817/609,10-14=423/564,11-14=-244/243 NOTES 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and
right exposed ; porch right exposed, Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate
drainage to prevent water ponding. 4) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 1014 lb uplift at joint 2, 2944 lb uplift at joint 16 and 593 lb
uplift at joint 12. 5) Special hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245.3Ib down and 302.51b up at 7-", 138.
5Ib down and 172.81b up at 9-0-12, 138.5Ib down and 172.81b up at 11-0-12, 138.51b down and 172.81b up at 13-0-12, 138.51b down
and 172.81b up at 15-0-12. 138.51b down and 172.81b up at 16-8-0, 138.51b down and 172.81b up at 1834, 138.51b down and 172.81b
up at 20-3-4, 138.51b down and 172.81b up at 2234, and 138.51b down and 172.8Ib up at 24-3-4, and 305.31b down and 302.51b up
at 26-4-0 on top chord, and 315.41b down and 160.01b up at 7-". 46.01b down at 9-0-12, 46.0Ib down at 11-0-12. 46.0Ib Junaidie Budiman, FL Lic #4516 down at 13-
0-12, 46.01b down at 15-0-12. 46.01b down at 16-8-0, 46.01b down at 18-3-4. 46.01b down at 2034, 46.01b down at 22-3-4, MiTek Industries, Inc. and 46.01b
down at 24-3-4, and 315.41b down and 130.21b up at 26-3-4 on bottom chord. The design/selection of such special 14515 North Outer Forty Drive connection device(s)
is the responsibility of others. Suite 300 6) In the
LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Chesterfield, MO, 63017 FL CerL#6634
Wuq&§bS ndard
August 24 2004 A WARNING - Veryy
design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N Outer Forty. Design valid for
use only with Mrrek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite #300 Applicability of design
parameters and proper Incorporation of component Is responslblllty of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is for lateral
support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent
bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control,
storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available
from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. I
Symbols
PLATE LOCATION AND ORIENTATION
131 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
sottware or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction secfion Indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
Ir
O
U
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
o= other interested parties.
O
4. Cut members to bear tightly against each other. U
EL 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPllI.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and Is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and In all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16, Install and load vertically unless indicated otherwise.
2004 Mitek®
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - 1/0 from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in Welk 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
2 F reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
1 2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
0
designer, erection supervisor, property owner and all
a: other interested parties.
O
U 4. Cut members to bear tightly against each other.
a 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and Is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown Indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job, Truss Truss Type city Ply JA-RO SAGE II MDL
17070927
35116 A7A HIP 1 1
Job Reference (optional)
ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 is Jun 17 2004 MITek Industries, Inc. Tue Aug 24 13:04:44 2004 Page
2.0-0 3-105 7-0-0 9-0.0 13-0-0 16-8-0 20-4-0 24-4-0 264-0 i 29.5.11 33.4-0 35.4-0
2-0.0 3.105 3.1.11 2-0-0 4.0-0 3-8-0 3-" 4-0.0 2-0-0 3.1-11 3.105 2-0-0
Scale = 1:61.8
5x6 =
3x8 = 2x4 II 5xB = 2x4 II axe = 5x6 =
4.50 12
4 5 6 7 8 9 10
20 \\ 2x4
3 11
2 12
LU 131g
3x6 = 20 19 18 17 16 15 21 14
3x8 =
30 = 8x8 = 7x8 = 2x4 II 7x8 = axe = 3x4 =
4-10.5 9-0-0 13-0-0 16.8-0 20-4-0 24-4-0 I 28.5.11 33-4-0 I
4-105 4.1-11 4-0.0 3-8-0 3-8-0 4-0-0 4-1-11 4-105
Plate Offsets Y : 2:0-2-12 0-0-14 4.0-3-00-2-0 :0-4-00-3-010:0-3-00-2-6 12:0-2-12 0-0-14 15,0-3-8 0-4-0 16:0-4-00-4-8 18:0-4-00-" 19:038 0--0 LOADING (psf) SPACING 2-" CSI DEFL
in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.
33 TC 0.46 Vert(LL) 0.11 18-19 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.
33 BC 0.35 Vert(TL) -0.15 18-19 >999 180 BCLL 0.0 Rep Stress Incr
NO WB 0.58 Horz(TL) 0.03 15 We n/a BCDL 10.0 Code FBC2001/ANS195
Matrix) Weight: 199lb LUMBER BRACING TOP CHORD 2 X
4 SYP
No.2D TOP CHORD Sheathed or 4-6-11 oc pudins. BOT CHORD 2 X 6 SYP
No.2ND BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.
3 REACTIONS (lb/size) 2=1122/0-
8-0, 15=2661/0-8-0, 12=206/03-0 Max Harz 2=105(load case
4) Max Uplift2=-666(load case 2),
15=-1660(load case 2). 12=-426(load case 5) Max Grav 2= 1 133(load
case 6). 15=2661(load case 1). 12=246(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/57,
2-3=-2003/1006, 3-4=-1856/958, 4-5=-1794/1014, 5-0=-1707/959, 6-7=-1707/959, 7-8=-09/47, 8-9=-09/47, 9-10=-876/1631,10-11=-
132/702,11-12=-80/669,12-13=0/57 BOT CHORD 2-20= 887/1810,
19-20=-743/1575, 18-19= 850/1793, 17-18=-478/1144, 16-17=-078/1144, 1516=-1830/1059, 15 21=-879/512, 14-21=-
879/512, 12-14=-617/130 WEBS 3-20=-173/204,4-
20=-70/198,4-19=-193/435,5-19=-236/170,5-18=-120/108,6-18=-295/250,7-18=-390/708,7-17=0/107, 7-16=-135lf761,8-16=-281/
241,9-16=-1065/1910,9-15=-1320/803,10-15=-1244/892,10-14=-396/515,11-14=-258/246 NOTES 1) Unbalanced roof live loads
have
been considered for this design. 2) Wind: ASCE 7-98; 120mph (
3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever left and right exposed ; porch
right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent
water ponding. 4) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding 666 lb uplift at joint 2, 1660 lb uplift at joint 15 and 426 lb uplift at joint
12. 5) Special hanger(s) or other
connection device(s) shall be provided sufficient to support concentrated load(s) 305.31b down and 302.51b up at 26.4.0 on top
chord, and 315.41b down and 130.21b up at 2634 on bottom chord. The design/selection of such special connection device(s) is the responsibility of
others. 6) In the LOAD CASE(S)
section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular.
Lumber Increase=1.33,
Plate Increase=1.33 Budiman, Lic #4516 Uniform Loads (plf) MiTek In MiTek
Industries, Inc. c. Vert: 1-4=-74, 4-10=-
74, 10-13=-74, 2-12=-20 14515 North Outer Forty Drive Concentrated Loads (lb) Suite 300 Vert:
10=-245(F) 21=315(
F) Chesterfield, MO, 63017 FL Cert.#6634 August 24 2004
e WARNINO - Ver(
N design parameters
and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, '! Design valid for use only with
MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite #300 Applicability of design parameters and proper
Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 is for lateral support of IndMdual
web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the
overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deliver)6
erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss PlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
131 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ff-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 -'/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
If indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
o=
O
2
U
a
O
R
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
Q other interested parties.
O
4. Cut members to bear tightly against each other. U
d 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design Is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling Is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Miteko
i&
Job. Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070928
3W15 Ag HIP 1 1
Job Reference (optional
ACCUSPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13:04:44 2004 Page 1
2-0-0 4-105 9-0-0 13-0-0 20-4-0 24-4-0 285-11 33-4-0 35-4-0
i
2-0.0 4-105 4-1.11 4.0-0 7-4-0 4-0-0 4.1-11 4-105 2-0-0
Scale = 1:61.8
4x8 =
3x4 = 2x4 II 4x8 =
4.50 12 4 5 6 7
2x4 2x4 i
3 8
2 9
01
3x4 = 16 15 14 13 12 11
3x4 =
3x4 = 3x4 = 6x8 = 6x8 =
3x4 = 3x4 =
9-0.0 13-0-0 20.4-0 I 24-4-0 I 33-4-0
9-0-0 4-0.0 7-4-0 4-0-0 9-0-0
Plate Offsets Y : 4-0-54 0-2-0:0-5-4 0-2-0
LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) -0.18 9-11 >860 360 MT20 244/190
TCDL 7 0 Lumber Increase 1.33 BC 0.45 Vert(rL) -0.17 2-16 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0 82 Horz(rL) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 1651b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-1-9 oc pudins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12
REACTIONS (lb/size) 2=974/0-8-0, 12=1909/0.8-0, 9=545/03-0
Max Harz 2= 1 20(load case 4)
Max Uplift2=-568(load case 2), 12=-1231(load case 2), 9=-560(load case 5)
Max Grav2=1004(load case 6), 12=1909(load case 1), 9=589(load case 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/26, 2-3=-15231863, 3-4=-1129/597, 4-5=559/475, 5-0=-428/835, 6-7=-428/835, 7.8=-19/201, 8-9=-467/492, 9-10=0/
26 BOT CHORD 2-
16=-763/1409, 15-16=-412/1068, 14-15=-412/1068, 13-14=-269/859, 12-13=-269/859, 11-12=-181/103, 9-11=339/434 WEBS 3-16=
382/409, 4-16=-87/267, 4-14=320/220, 5-14=-87/319, 5-12=-1748/996, 6-12=-420/356, 7-12=-985/755, 7-11=-290/
295, 8-11=-451/441 NOTES 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left and
right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate
drainage to prevent water ponding. 4) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 2, 1231 lb uplift at joint 12 and 560 lb
uplift at joint 9. LOAD CASE(S)
Standard Junaidie Budiman, FL
Lic #4516 MiTek Industries, Inc.
14515 North Outer
Forty Drive Suite 300 Chesterfield,
MO, 63017
FL CerL#6634
ALlust 24.2004
A WARNING - Ver(M
design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid for use
Only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability of design parameters
and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for lateral support
of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing
of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage,
delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available fromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison. WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
Plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
lip reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
cc
O
U
OP
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
mkqmw
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on Inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPIII.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and In all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling Is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or after truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job. Truss Truss Type City Ply JA-RO SAGE 11 MDL
17070929
35015 A9A HIP 1 1
Job Reference o tional
ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13:04:45 2004 Page 1
2-0.0 4-10-5 9-0-0 13-0.0 20-4-0 24.4-0 28-5.11 33.4-0
2-0-0 4.10.5 4-1-11 4.0-0 7-4-0 4-0-0 4-1-11 4-10-5 2-0-0
Scale = 1:61.8
4x8 =
3x4 = 2x4 II 4x8 =
4.50 12 4 5 6 7
20 2x4
3 8
2 9
01
3.1 =
18 15 14 13 12 11
3x4 =
3x4 = 3x4 = 6x8 = 6x6 =
3x4 = 3x4 =
9-0-0 13-0-0 20-4-0 I 24.4-0 I 33-4-0
9.0-0 4-0-0 7.4-0 4-0-0 9-0-0
Plate Offsets X Y : 4:0-5-4 0-2-07:0-5-8 0-2-0 LOADING (
pso SPACING 2-M CSI DEFL in (loc) Well L/d PLATES GRIP TCLL
30.0 Plates Increase 1.33 TC 0.59 Vert(LL) -0.19 9-11 >582 360 MT20 244/190 TCDL
7.0 Lumber Increase 1.33 BC 0.52 Vert(fL) -0.12 9-11 >876 180 BCLL
0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.04 11 n/a n/a BCDL
10.0 Code FBC2001/ANS195 Simplified) Weight: 165lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-10 oc purlins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing. WEBS
2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS (
lb/size) 2=1167/041-0, 11=2023/0-8-0, 9=238/03-0 Max
Harz 2=120(load case 4) Max
Uplift2=-684(load case 2), 11=-1210(load case 3), 9=-395(load case 5) Max
Grav2=1183(load case 6), 11=2023(load case 1). 9=299(load case 7) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 1-2=0/26, 2-3=-1994/1167, 3-4=-1616/912, 4-5=-1524/905, 5-6=389/271, 6-7=389/271, 7-8=-491/956, 8-9=-257/744, 9-
10=0/26 BOT
CHORD 2-16=-1044/1844,15-16=-706/1524,14-15=-706/1524,13-14=-698/1524,12-13=-698/1524,11-12=-969/684,9-11=-692/309 WEBS
3=16=359/399, 4-16=-84/259, 4-14=-42/157, 5-14=-6/128, 5-12=-1291/722, 6-12=-419/355, 7-12=-931/1658, 7-
11=-1724/1003, 8-11=-468/451 NOTES
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever
left and right exposed ; porch right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 684 lb uplift at joint 2, 1210 lb uplift at joint 11 and
395 lb uplift at joint 9. LOAD
CASE(S) Standard Junaidie
Budiman, FL Lic #4516 MiTek
Industries, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 FL
CerL#6634 Au
ust 24 2004 A
WARNING - Veryl, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design
valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability
of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is
for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.
Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication,
quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 -'/i ' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
lip reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design Is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is Installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or after truss member or plate without prior
approval of a professional engineer.
16, Install and load vertically unless indicated otherwise.
2004 Mitek®
Job Truss Truss Type city Ply JA-RO SAGE II MDL
17070930
35115 B COMMON 1 1
Job Reference Io tional
ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:45 2004 Page
2-0..0 4$5 8.8-0 12-7-11 17-4-0 19-4-0
2-0.0 4-" 3-11-11 3-11-11 4$-5 2-0.0
Scale = 1:34.9
4x6 =
4
4 50 FIT
2x4 20 --
3 5
2
6
21 7
1
3x4 =
8
3x4 =
5x8 =
i 8-8-0 17-0-0
8-8-0 8-8-0
Plate Offsets Y : 8.04-0 0-3-0
LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.05 8 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.14 2-8 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 77lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5311 oc pudins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 75-4 oc bracing.
WEBS 2 X 4 SYP No 3
REACTIONS (lb/size) 2=960/0-8-0, 6=960/0-8-0
Max Horz 2=-117(load case 5)
Max Uplift2=-546(load case 4), 6=-546(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/26, 23=-1432/779, 3-4=-1063/543. 45=-1063/543, 5-6=-1432/779, 6-7=0/26
BOT CHORD 25=-711/1324, 6-8=508/1324
WEBS 3-8=372/383, 4-8=-158/437, 5-8=372/383
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially; MWFRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 2 and 546 lb uplift at joint
6.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL CerL#6634
August 24 2004
e WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty,
Design valid for use only with MITek connectors. This design is based only upon parameters shown. and Is for an Individual building component. Suite N300
Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control. storage, delivery erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute. 583 D'Onotrlo Drive. Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless x y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0-'he
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MITek 20/20
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
The first dimension is the width
NUMBERS/LETTERS.
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. CONNECTOR PLATE CODE APPROVALS
LATERAL BRACING
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated. ICBO 4922, 5243, 5363, 3907
BEARING
SBCCI 9667, 9730, 9604B, 9511, 9432A
Indicates location where bearingstwsupports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. MITek®
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
0 designer, erection supervisor, property owner and all
a: other interested parties.
O
V 4. Cut members to bear tightly against each other.
rL 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design Is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber Is a non-structural consideration and Is the
responsibility of truss fabricator. General practice
Is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
0 L .
Joh Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070931
35115 B1 COMMON 5 1
Job Reference Io tonal
ACCU-SPAN TRUSS, LONGWOOD. FL. 32750 8.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 113:04:45 2004 Page 1
2-0-0 4.8-5 8-8-0 12-7-11 17-4-0
2.0-0 4-8-5 3.11-11 3-11.11 4.8-5
Scale. aw=1'
4x6 =
4
4.50 12
2x4 20
3
5
6
2
I
3x4 =
7
3x4 =
5x8 =
8-8-0 i
174-0
i
641-0 8-8-0
Plate Offsets Y : :04 -0 03-0
LOADING (pso SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 033 Vert(LL) -0.05 7 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.14 2-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2001/ANSI95 Simplified) Weight: 74lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 53.11 oc pudins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-43 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=783/0-", 2=960/0-8-0
Max Harz 2=135(load case 4)
Max Uplift6=-382(load case 5), 2=546(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/26, 23=-1432/779, 34=-1063/543, 4-5=-1063/543, 5-6=-1432/779
BOT CHORD 2-7=-729/1324, 6-7=-062/1324
WEBS 3-7=-372/383, 4-7=-158/437, 5.7=-372/383
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 120mph (3-second gust); h=18f1; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1 33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 6 and 546 lb uplift at joint
2.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Cert.#6634
August 24 2004
e WARNING - VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty,
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #300
Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-69 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 5B3 D'Onofrlo Drive. Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0 I,e
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary butEVreactionsectionindicatesjoint
number where bearings occur.
Industry Standards:
ANSIITPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
cr
O
2
0
a
O
R
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
0 designer, erection supervisor, property owner and all
other interested parties.
O
U 4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPIII.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
Is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, If no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or after truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Joh Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070932
35115 B7 HIP 1 1
Job Reference (optional)
ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MTek Industries, Inc. Tue Aug 24 13:04:46 2004 Page 1
2-0-0 3.105 7-0.0 10-4-0 13511 17-4-0 19-4-0
2-0-0 3-105 3-1-11 3-4-0 3-1-11 3-105 2-0-0
Scale = 1:35.5
Sx6 =
4x8 =
4 11 5
4.50 12
20 2x4 i
3
B
9
2
7
laB
3x8 =
10 12 9
3xB =
5x8 = 3x4 =
7-0-0 10-4-0 i 17-4-0
7.0-0 3-4-0 7-0-0
Plate Offsets Y : 4:0-3-00-2-6 5:05-4 0-2-010:034 03-0 LOADING (psf)
SPACING 2.0411 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 30.
0 Plates Increase 1.33 TC 0.69 Vert(LL) 0.14 9-10 >999 360 MT20 244/190 TCDL 7.
0 Lumber Increase 1.33 BC 0.56 Vert(fL) -0.18 9-10 >999 180 BCLL 0.
0 Rep Stress Incr NO W B 0.14 Horz(TL) 0.06 7 n/a n/a BCDL 10.
0 Code FBC2001/ANS195 Matrix) Weight: 83lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-11 oc purlins. BOT CHORD
2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 2
X 4 SYP No.3 REACTIONS (lb/
size) 2=1615/0-8-0, 7=1611/0-8-0 Max Harz
2= 1 03(load case 4) Max Uplift2=-
1072(load case 4), 7=-1070(load case 5) FORCES (lb) -
Maximum Compression/Maximum Tension TOP CHORD
1-2=0/52, 23=3135/1990, 3.4=-2999/1959, 4-11=-2795/1884, 5-11=-2795/1884, 5.8=-2985/1954, 6-7=3125/1987, 7-8=
0/52 BOT CHORD
2-10=-1796/2828, 10-12=-1710/2798, 9-12=-1710/2798, 7-9=-1738/2819 WEBS 3-
10=49/162, 4-10=-143/447, 5-10=38/80, 5-9=-130/449, 6-9=-53/160 NOTES 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-98; 120mph (3-second gust); h=18ft, TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone; cantilever left
and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide
adequate drainage to prevent water ponding. 4) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 1072 lb uplift at joint 2 and 1070 lb uplift at joint 7.
5) Special
hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305.31b down and 302.51b up at 7-
0-0, and 138.51b down and 172.81b up at 8.8-0, and 305.31b down and 302.51b up at 104-0 on top chord, and 315.41b down and 160 Olb
up at 7-", and 46.0Ib down at 8-84), and 315.41b down and 160.01b up at 10-3.4 on bottom chord. The design/selection of such special
connection device(s) is the responsibility of others. 6) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard 1) Regular.
Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (
plf) Vert: 1-
4=-74, 4-5=-74, 5-8=-74, 2-7=-20 Junaidie Budiman,
FL Lic #4516 Concentrated Loads (lb) MiTek Industries,
Inc. Vert: 4=-
245(F) 5=-245(F) 10=315(F) 9=315(F) 11=-138(F) 12=-46(F) 14515 North
Outer Forty Drive Suite 300
Chesterfield, MO,
63017 FL Cert.#
6634 August 24
2004 A WARNING -
VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid
for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite Ar300 Applicability of
design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for
lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional
permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality
control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information
available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. 1I e
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0
O
For 4 x 2 orientation, locate X
plates 0 -'/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
sottware or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension Is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
If indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/fPll : National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
l . Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
pc other interested parties.
0
V 4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with flre retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabrlcator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown Indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job, Truss fussType JA-RO SAGE II MDL
17070933
35115 J MONO TRUSS 15 1
Job Reference (optional)
ACCU-SPAN TRUSS. LONGWOOD. FL. 32750. David Wlttenauer 8.000 s Jun 17 2004 MITek Industries, Inc. Tue Aug 24 14.29:09 2004 Pape 1
2-0.0 7-"
2-0-0 7-0.0 3
le = 1 16.4
4.50 12
2
1 4
2x4 =
7.0-0
7-"
LOADING (psi) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 000 2 "" 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.09 2-4 >843 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 25lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc pudins
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (lb/size) 3=212/Mechanical, 2=519/04I-0, 4=66/Mechanical
Max Harz 2=244(load case 4)
Max Uplift3=-212(load case 4), 2=-033(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/52, 2-0=-102/61
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 3 and 333 lb uplift at joint
2.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL CerL#6634
August 24,2004
A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty.
Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component. Suite #300
Applicability of design parameters and proper Incorporation of component Is responsibility, of building designer - not truss designer. Bracing shown Chesterfield, MO 63017
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllity, during construction Is the responsibility of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek. Safety Information available from Truss Plate Institute, 563 D'Onofrlo Drive, Madison. WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
13/4 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
If indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSIITPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
cc
O
S
U
o_
O
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on Inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
other interested parties.
4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI1.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPIII.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber Is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown Indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job Truss Truss Type Oty Ply JA-RO SAGE II MDL
17070934
35,,115 JM MONO TRUSS 4 1
Job Reference (optional)
ACCU-SPAN TRUSS, LONGWOOD, FL. 32750 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 13:04:46 2004 Page 1
2-0-0 7-0.0
2-0.0 7-0-0
Sole = 1:18.5
2x4 114
3
4 50 12
2
1 5
20 = 2x4 11
l 6-8-0
6-8-0 0-4-0
LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.55 Vert(LL) 0.00 2 "" 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 SC 0.15 Vert(fL) -0.06 2-6 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2001/ANS195 Simplified) Weight: 28lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=465/0-4-0.6=342/0-"
Max Harz 2=247(load case 4)
Max Uplift2=-281(load case 4). 6=-234(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/26. 2-0=-109/0, 3-4=-6/0, 3.6=-269/270
BOT CHORD 2-6=0/0. 5-6=0/0
NOTES
1) Wind: ASCE 7-98; 120mph (3-second gusty h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone•
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 2 and 234 lb uplift at joint
6.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic #4516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Cert.#6634
August 24 2004
A WARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ®
Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300
Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 M IIsforlateralsupportofIndividualwebmembersonly. Additional temporary bracing to Insure stability during construction Is the responsibility of the
erector. Additional permanent bracing of the overall structure Is the responslblllty of the building designer. For general guidance regarding
fabricatior,L quality control, storage, delivery erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSII Building Component MiTekSafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
13/. *Center plate on joint unless x,y Damage or Personal InjuryoffsetsareIndicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
1. Additional stability bracing for truss system, e.g. diagonal
and securely seat. or X-bracing, is always required. See BCSI1.
1
TOP CHORDS
3
2. Never exceed the design loading shown and never stack
c,-z cz-3 materials on inadequately braced trusses.
WEBS c,Y 4 3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
For 4 x 2 orientation, locate 3' 3 ¢ other interested parties.
plates 0 - 1/0 from outside 0- 0 4. Cut members to bear tightly against each other.
edge of truss. a 5. Place plates on each face of truss at each joint and
c7-e co-? cs-s embed fully. Knots and wane at joint locations are
BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1.
required direction of slots in 8 7 6 5
6. Design assumes trusses will be suitably protected from
connector plates. the environment In accord with ANSI/TPII .
7. Unless otherwise noted, moisture content of lumber shall
Plate location details available in MITek 20/20 not exceed 19% at time of fabrication.
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for
THE LEFT. use with fire retardant or preservative treated lumber.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the
The first dimension is the width
NUMBERS/LETTERS. responsibility of truss fabricator. General practice
4 X 4 perpendicular to slots. Second
is to camber for dead load deflection.
dimension is the length parallel 10. Plate type, size, orientation and location dimensions
to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements.
LATERAL BRACING 11. Lumber used shall be of the species and size, and in all
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
respects, equal to or better than that specified.
by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at
output. Use T, I or Eliminator bracing spacing shown on design.
if indicated. ICBO 4922, 5243, 5363, 3907
13. Bottom chords require lateral bracing at 10 ff. spacing,
SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is Installed, unless otherwise noted.
BEARING
Indicates location where bearings
14. Connections not shown are the responsibility of others.
Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior
lip reaction section indicates joint approval of a professional engineer.
number where bearings occur. 16. Install and load vertically unless indicated otherwise.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. MITek®
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate 2004 Mitek®
Connected Wood Trusses.
Job Truss KISSType JA-RO SAGE II MDL
17070935
35115 K MONO TRUSS 10 1
x Job Reference (optional)
ACCU-SPAN TRUSS, LONGWOOD, FL 32750. David Wittenauer 6.000 a Jun 17 2004 MITek Industries, Inc. Tue Aup 24 14:29.09 2004 Pape 1
2-0-0 5-0-0
2-0-0 5-0-0
3
Scale = 1:13 0
4 50 12
2
1 4
2x4 =
5-0-0
5-0-0
LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 300 Plates Increase 1.33 TC 0.33 Vert(LL) 0.00 2 •••• 360 MT20 244/190
TCDL 70 Lumber Increase 1.33 BC 0.08 Vert(fL) -002 2-4 >999 180 BCLL
0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a n/a BCDL
10.0 Code FBC2001/ANSI95 Matrix) Weight: 19lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-0-0 oc pudins. BOT
CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (
lb/size) 3=125/Mechanical, 2=439/0-8-0, 4=46/Mechanical Max
Horz2=191(load case 4) Max Uplift3=-
125(load case 4), 2=-304(load case 4) FORCES (Ib) -
Maximum Compression/Maximum Tension TOP CHORD
1-2=0/52, 2-3=-02/34 BOT CHORD
2-4=0/0 NOTES 1)
Wind.
ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4 2psf; BCDL=5.Opsf; Category Il; Exp B; partially, MWFRS gable end zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer
to girder(s) for truss to truss connections. 3) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 304 lb uplift at joint 2. LOAD
CASE(
S) Standard Junaidie Budiman,
FL Lic #4516 MiTek Industries,
Inc. 14515 North
Outer Forty Drive Suite 300
Chesterfield, MO,
63017 FL Cert.#
6634 August 24,
2004 A WARNING -
VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design valid
for use only with MfTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite N300 Applicability of
design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017 Is for
lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional
permanent bracing of the overall structure Is the responslblllty of the building designer. For general guidance regarding fabrication, quality
control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component k Safety InformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI 53719. I e
Symbols
PLATE LOCATION AND ORIENTATION
131 *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ff-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0
O
For 4 x 2 orientation, locate
plates 0 -'/ia' from outside a
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
Plate location details available in MiTek 20/20
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots. CONNECTOR PLATE CODE APPROVALS
LATERAL BRACING
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated. ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. M iTeke
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
designer, erection supervisor, property owner and all
a: other interested parties.
O
V 4. Cut members to bear tightly against each other.
a. 5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI I -
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ff. spacing,
or less, if no ceiling is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
MONO TRUSS 110
2-0-0 3-0-0
LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.00 2 "" 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(fL) -0.00 2-4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight 13lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-0-0 oc pudins.
BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (lb/size) 3=16/Mechanical, 2=380/0.8-0, 4=26/Mechanical
Max Horz 2=137(load case 4)
Max Uplift3=-46(load case 3), 2=-297(load case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/52, 23=-71/0
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp B; partially, MWFRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 297 lb uplift at joint 2.
LOAD CASE(S) Standard
Scale = 1.9.6
Junaidie Budiman, FL Lic N451
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Ced.#6634
August 24.200
A WARNING • Ver(fy design parameters and READ NOTES ON THIS AND REVERSE BIDE BEFORE USE. 14515 N.Outer Forty,
Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for an Individual bullding component. Suite N300
Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Chesterfield. MO 63017
Is for lateral support of Incilvidual web members only. Addiftonal temporary bracing to Insure stability during constructlon Is the responsibility of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery erection and bracing, consult ANSI/TPII Quality Criteria, DSB49 and BCSII Building Component
Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison. WI 53719. MiTek
Symbols
PLATE LOCATION AND ORIENTATION
13/. *Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0
Q
O
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside a
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
MOM
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on Inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
IX: other interested parties.
O
4. Cut members to bear tightly against each other. U
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPIII.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI I.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber Is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown Indicate minimum plating requirements.
11, Lumber used shall be of the species and size, and In all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling Is installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Mitek®
Job russ PUSS Type City ply JA-RO SAGE II MDL
17070937
35115 M MONO TRUSS 10 1
Job Reference (optional)
USPAN TRUSS, LONGWOOD. FL. 32750. David Wlttenauer 6 000 a Jun 17 2004 MITek Industries. Inc. Tue Aug 24 14:29:09 2004 Page 1
3
2-0.0 1.0-0
2-0-0 1-0.0
Scale = 1.6.3
2
4 50 F12
1 4
2x4 =
1-0-0
1-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP
TCLL 30.0 Plates Increase 133 TC 0.27 Vert(LL) 000 2 "" 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(fL) -0.00 2 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 6lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=-146/Mechanical, 2=380/0-8-0, 4=9/1`vlechanical
Max Harz 2=85(load case 4)
Max Uplift3=-146(load case 1). 2=352(load case 4)
Max Grav3=154(load case 4), 2=380(load case 1), 4=9(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/52, 2-3=-86/61
BOT CHORD 2-4=0/0
NOTES
1) Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category Il; Exp S; partially, MW FRS gable end zone;
cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) Refer to girder(s) for truss to truss connections.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3 and 352 lb uplift at joint
2.
LOAD CASE(S) Standard
Junaidie Budiman, FL Lic 04516
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO, 63017
FL Cert.#6634
August 24,2004
A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty,
Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300
Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield, MO 63017
Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, %3 D'Onofrlo Drive, Madison, WI 53719.
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and securely seat.
0-110
0
O
For 4 x 2 orientation, locate
plates 0 - 1/16" from outside a
edge of truss. 0
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the width
4 X 4 perpendicular to slots. Second
dimension is the length parallel
to slots.
LATERAL BRACING
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T, I or Eliminator bracing
if indicated.
BEARING
Indicates location where bearingstw (supports) occur. Icons vary but
IiF reaction section indicates joint
number where bearings occur.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
2 3
TOP CHORDS
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
CONNECTOR PLATE CODE APPROVALS
BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
ICBO 4922, 5243, 5363, 3907
SBCCI 9667, 9730, 9604B, 9511, 9432A
IS M1
TEE-LOK
AGeneral Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g. diagonal
or X-bracing, is always required. See BCSI1.
2. Never exceed the design loading shown and never stack
materials on inadequately braced trusses.
3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
Q other interested parties.
O
X 4. Cut members to bear tightly against each other.
5. Place plates on each face of truss at each joint and
embed fully. Knots and wane at joint locations are
regulated by ANSI/TPI I.
6. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication.
8. Unless expressly noted, this design is not applicable for
use with fire retardant or preservative treated lumber.
9. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice
is to camber for dead load deflection.
10. Plate type, size, orientation and location dimensions
shown indicate minimum plating requirements.
11. Lumber used shall be of the species and size, and in all
respects, equal to or better than that specified.
12. Top chords must be sheathed or purlins provided at
spacing shown on design.
13, Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is Installed, unless otherwise noted.
14. Connections not shown are the responsibility of others.
15. Do not cut or alter truss member or plate without prior
approval of a professional engineer.
16. Install and load vertically unless indicated otherwise.
2004 Miteke
Job truss type uty ply JA-RO SAGE II MDL
4 17070938
35115 S MONO TRUSS 5 1
Job Reference (optional)
f4IDC"PAN TRUSS. LONGWOOD. FL. 32750. David W4tenauer 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue Aug 24 14,30 09 2004 Pape 1
2-9-15 5-3-15 9-10-13
2-9-15 5315 4.6-14
Scale - 1:20.8
4
3.18 t2 3x4
3
8
2
t 7 6 5
3x6 = 2x4 II 3x4 =
5-3-15 9-10-0 9.1D-13
5-3-15 4-6-1 0-0-12
LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.06 6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(fL) -0.09 6-7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(fL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 42lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-7 oc purtins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=31210-1-8, 2=646/0-115. 5=397/Mechanical Max
Horz2=289(load case 2) Max
Uplift4=-295(load case 2). 2=410(load case 2). 5=-146(load case 2) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 15=0/48, 2-8=0/48, 2-0=-1029/359, 3-4=-94/59 BOT
CHORD 2-7=-553/963, 6-7=-553/963, 5-6=0/0 WEBS
3-7=0/120, 3.6=-1018/585 NOTES
1)
Wind: ASCE 7-98; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2)
Refer to girder(s) for truss to truss connections. 3)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 4, 410 lb uplift at joint 2 and
146 lb uplift at joint 5. 5)
Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 6)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard 1)
Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform
Loads (plf) Vert:
1-8=-74 Trapezoidal
Loads (plf) Vert:
8=-0(F=37, B=37}to-4=-183(F=-55, B=-55), 2=-2(F=9, B=9}to5=-49(F=-15, B=-15) Junaidie
Budlman, FL Lic 44516 MiTek
Industries, Inc. 14515
North Outer Forty Drive Suite
300 Chesterfield,
MO, 63017 FL
Cert.#6634 August
24 2004 e
WARNING - Ver{y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, Design
valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability
of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is
for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication,
quality control. storage, delivery. erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison. WI 53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
13/. *Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
1. Additional stability bracing for truss system, e.g. diagonal
and securely seat. or X-bracing, is always required. See BCSI1.
0 '/1e' 1
TOP CHORDS
3
2. Never exceed the design loading shown and never stack
c1-z cxmaterials on inadequately braced trusses.
N:,'ng,,EBS 3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
For 4 x 2 orientation, locate
m
U3fiopplates
other Interested parties.
0 - N" from Outside
U
4. Cut members to bear tightly against each other.
edge of truss.
a 5. Place plates on each face of truss at each joint and
c''8 embed fully. Knots and wane at joint locations are
BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPIII.
required direction of slots in 8 7 6 5
6. Design assumes trusses will be suitably protected from
connector plates. the environment In accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication.
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for
THE LEFT. use with fire retardant or preservative treated lumber.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the
The first dimension is the width
NUMBERS/LETTERS. responsibility of truss fabricator. General practice
4 X 4 perpendicular to slots. Second is to camber for dead load deflection.
dimension is the length parallel 10. Plate type, size, orientation and location dimensions
to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements.
LATERAL BRACING 11. Lumber used shall be of the species and size, and in all
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
respects, equal to or better than that specified.
by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at
output. Use T, I or Eliminator bracing spacing shown on design.
if indicated. ICBO 4922, 5243, 5363, 3907
13. Bottom chords require lateral bracing at 10 ft. spacing,
SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted.
BEARING
Indicates location where bearings
14. Connections not shown are the responsibility of others.
u1i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior
lip reaction section indicates joint approval of a professional engineer.
number where bearings occur. 16. Install and load vertically unless indicated otherwise.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. M iTeke
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate 2004 Mitek®
Connected Wood Trusses.
7'-0" CORNER SET DETAIL TAM-P-12013
r
2'-0- (MAX.)
DESIGN WIND SPEED S 120 MPH
MEAN ROOF HEIGHT 5 30 FT
EXP: B
OCCUPANCY CAT: II
PARTIALLY ENCL. BUILD. IT
TC, BC WIND DL=5 PSF (OR 60% OF DESIGN D
COMMON JACK 7'-0" JACKS
TYP) TYP)
12
2.5 - 6.5
TIE DOWN CONN.
BY BLDR.
Y
3) 16d TOE NAILS Q
mFwrn
Co
i
2' 0" (MAX.) , T-0" (MAX.)
COMMON JACKS
PARTIAL ROOF LAYOUT
A
12 + R=320lbs
PITCH/1.41 F- U=300lbs
3) 16d TOE NAILS
TIE DOWN CONN.
BY BLDR.
R=400 Ibs AU=170 Ibs
HANGER
4-11-6 OR CLIP
BY BLDR.)
OVERHANG 9-10-12 45°
VARIES
CORNERJACK
NOTE: 3, 16d TOE NAILS OR EQUIVALENT
CONNECTION MAY BE USED UP TO
REACTION/UPLIFT OF 300 Ibs OR
DOUBLE BEVEL CUT @THEOTHERWISESPECIFIED.
END OF TC, BIC
REV. 3/3/04
MIN. GRADE OF LUMBER TPI-2001 0 TC: 2X4 #2D SP
ASCE-7/1998BC: 2X4 #2D SP WEBS
2X4 #3 SP FBC-2001 0
00 Junaidie
Budiman, FL Lic #45161 LOADINGDRAWN
BY: ABE LDMiTek Industries, Inc. TC (
PSF) 30 7 CHECKED
BY: GC 14515 North Outer Forty Drive BC (
PSF) 0 10 Suite 300 DURATION
FACTOR C = 1.33 DREVISED BY: JB MiTek
Industries, Inc. Chesterfield, MO, 63017 SPACING:
24- FL Cert-#6634 A
WARNING - VertM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N. Outer Forty, ® Design
valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #300 Applicability
of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Chesterfield. MO 63017 Is
for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector.
Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrlcatior,
quality control, storage, delivery erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® SafetyInformationavailablefromTrussPlateInstitute. 5113 D'Onotrlo DrIve, Madison, WI 53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
Center plate on joint unless x,y Damage or Personal Injuryoffsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths
Dimensions are in ff-in-sixteenths.
1. Additional stability bracing for truss system, e.g. diagonalApplyplatestobothsidesoftrussorX-bracing, is always required. See BCSII .
and securely seat. 3
TOP CHORDS 2. Never exceed the design loading shown and never stack
C1.2 C2-9 materials on inadequately braced trusses.
WEBS C;, 4 3. Provide copies of this truss design to the building
o
designer, erection supervisor, property owner and all
4 x 2 orientation, locate 3 .'' 3 other interested arties. p
pForlates 0 - 1/0 from outside 7b
U 4. Cut members to bear tightly against each other.
edge of truss.
5. Place plates on each face of truss at each joint and
C7-e c 7 C' embed fully. Knots and wane at joint locations are
BOTTOM CHORDSThissymbolindicatesthe regulated by ANSI/TPI1.
required direction of slots in 8 7 6 5
6. Design assumes trusses will be suitably protected from
Connector plates. the environment in accord with ANSI/TPI1.
7. Unless otherwise noted, moisture content of lumber shall
Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication.
software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for
THE LEFT. use with fire retardant or preservative treated lumber.
PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the
The first dimension is the width
NUMBERS/LETTERS. responsibility of truss fabricator. General practice
4 x 4 perpendicular to slots. Second is to camber for dead load deflection.
dimension is the length parallel 10. Plate type, size, orientation and location dimensions
to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements.
LATERAL BRACING 11. Lumber used shall be of the species and size, and in all
Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32
respects, equal to or better than that specified.
by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at
output. Use T, I or Eliminator bracing spacing shown on design,
if indicated. ICBO 4922, 5243, 5363, 3907
13. Bottom chords require lateral bracing at 10 ff. spacing,
SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted.
BEARING
Indicates location where bearings
14. Connections not shown are the responsibility of others.
Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior
lip reaction section indicates joint approval of a professional engineer.
number where bearings occur. 16. Install and load vertically unless indicated otherwise.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction. M iTeke
DSB-89: Design Standard for Bracing.
BCSI1: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate 2004 Mitek®
Connected Wood Trusses.
DESCRIPTION
LOT 104 SANFORD HEIGHTS ADDITION ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 2 . PAGE 62 AND 63 OF
THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA.
19TH ST. ( 50' R/W ) PAVED
QdojNvs .40
2s.00
13M31A38 All)
SNV1d
r
r
m
THIS PROPERTY LIES IN I
ZONE X ACCORDING
TO FIRM MAP #12117C
0045 E DATE APW 17 - 5
I
0
0
N 89*45*37" E
50.00 1 f
50.00 i
I DWI
I
LOT 103
0
0
NOT INCLUDED
LOT 104
N 88'45'37" E
50.00 50.00
14' ALLEY
25,
71 `y
LOT 105
7
I
JD REBAR
P
LEV - ELEVATION NLO - NAL AND DISK OLK'$OCZ
D - FOUND POO - POW OF REG10" ESMT - EASEMENT
SMT - EASEMENT POC - PONT OF CWtIENCIBR P - IM PPE
STY - STORY C8 - OfORD BEARNO R - RADIU3
CENTERLINE R/V - RIGHT OF WAY DELTA NOTES;
S - -
FENCE
ES - RED
LINEFL ' POINT OF CUrvE L - ENGL - LET
t NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
L.DO - BtJLDNO CO - CO CRCONC -CONCRETE P -Pl/1T OF A FLORIDA LICENSED SURVEYOR AND MAPPER
O FTMM - WOOD FRANE MN - MOlARENT NUMBER 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TOTL - UTILITY RD - ROAD FD COW MOM • THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED
D . FD BAR 9 O - SET REEAR 022i9 EASEMENTS THAT EFFECT THIS PROPERTY.
BM - TEmmy BBNdt wont NV - INVERT 3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER WISE
LG.- NATURAL GROUND FF - FIM FLOOR 8M - BENCH MARK SHOWN
4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD
NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
S BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS
BASE BEARING LB.B.I.
8 VERTICAL CONTROL !NATIONAL GEODETIC VERTICAL DATUM t828I
M. EDWARD GORDON- SURVEYING
7 O j . ryw "wy BOWARY aTE 4,vl2wo
1" = 3 0'
QQAM1t1 ACH
SURVEYOR 0=0 sr. L -10 4 S A N F
PO BOX tW SAW= . FLORIDA MM PH OW 324 5720
500 WEST I TH' STREET SMIFORD . FLORIDA
AE NOL 2 0 0 0- 2 0 4wr. 1 m 1
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
IS.S.UED BY CITY OF SANFORD
STATEMENT NUMBER 104-76487
BUILDING PERMIT UMBER: ° (C TY)
UNIT ADUMSS: L'S L0 <
TRAFFIC ZONE: JURISDICTION: Q
SEC: TWP: RNG:
SUBDIVISION:
PLAT BOOK: _ PLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
APPLICANT NA
ADDRESS:
COUNTY NUMBER:
c T s o4-
PARCEL:
TRACT:
Zaa BLOCK: LOT:
3Z? 7
7
i LAND USE CATEGORY: 001 - Single Family Detached House
TYPE USE: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
FEE BENEFIT RATE FEE UNIT RATE PER & TYPE TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS
ARTERIALS CO -WIDE 0 dal unit 4 705.00 1 $ 705.00
ROADS
COLLECTORS NORTH 0 dal unit $ 142.00 1 $ 142.00
LIBRARY
SCHOOLS
CO -WIDE 0 dal unit 54.00
CO -WIDE 0 dal unit 1,384.00
STATEMENT
RECEIVED BY: O 1 ltKa
PLEASE PRINT NAME)
1 $ 54.00
1 $ 1,384.00
AMOUNT DUE $ 2,285.00
SIGNATURE: =
DATE: I -O
i NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
i
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
L
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
i TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF - -THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
300 NORTH PARK AVENUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A***
SINGLE FAMILY BUILDING PERMIT********************
n 141
oU
CITY OF SANFORD PERMIT APPLICATION
Permit #: 0l5' 26 3 Date:
JobAddress: Description
of Work: &J, 46C 5!, Historic
District: Zoning: Value of Work: S OD Permit
Type: Building Electrical Electrical:
New Service - # of AMPS Mechanical:
Residential_ Non -Residential _ Plumbing/
New Commercial: # of Fixtures Plumbing/
New Residential: # of Water Closets Occupancy
Type: Residential Commercial Construction
Type: # of Stories: Mechanical_
Plumbing Fire Sprinkler/Alarm Pool Addition/
Alteration Change of Service Temporary Pole Replacement
New _V1_ (Duct Layout & Energy Calc. Required) of
Water & Sewer Lines # of Gas Lines Plumbing
Repair- Residential or Commercial Industrial
Total Square Footage: of
Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:
7 t _ 1 _/ - 3 D " ! b _ t000 G "— /t' yV (Att.ch Proof of Ownership & Legal Description) Owners
Name & Address: Phone:
6/
Bonding
Company: Address:
Mortgage
Leader: Address:
Architect/
Eagineer: Address:
Phone:
Fax:
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance
of a pemtit 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 requi7enf Florida Lien Law, FS 713. Signature
of Owner/Agent Date Signature of Contractor/Agent Date e
Print
Owner/Agent's Name PrfnFtCon for/AI is Name a
Signature
ofNotary-State of Florida Date Stgnatu p Jotar L E oft Vp Date MY COMMISSION #
DO i6428r, EXPIRES: November
12,,e200t, Owner/Agentis _Personally Known to Me or Cony' ent RAed Thr tna Known. Meteor Produced ID
Produced ID Y, - r-, APPLICATION APPROVED
BY: Bldg. Zoning: initial & Date) (
Initial & Date) Special Conditions:
Utilities: 163
Initial & Date) , (
Initial & Date)
Permit #:
Job Address: 415 19th Street
CITY OF SANFORD PERMIT APPLICATION
Date: December 9, 2004
Description of Work: new construction - plurrbi.ng
Historic District: Zoning: Value of Work: S 8, 535.00
Permit Type: Building Electrical Mechanical Plumbing_ Fire Sprinkler/Alarm Pool _
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets 2 Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential X_ Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel H: (Attach Proof of Ownership & Legal Description)
Owners Name & Address:JA-RO Construction, P. O.' 34X 682, Sanford,-FL_32772
Phone: 407-324- . 8495
Contractor Name & Address: Walt t s Plumbing, Inc., 125 N. Cypress Way, Casselberry, FL 32707
State License Number: CFC 057280
Phone & Fax: 407-834-5424/332-0771 Contact Person: Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. l 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 1 will notify the owner of the property of the requiremen of Florida Lien FS 713.
M
Signature of Owner/Agent Date Signature of Contractor/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: Bldg:
Initial & Date)
Special Conditions:
Walt Stevenson
n t Contractor/Agent's Name
IJ-4-64
Signature of Notary -State o Florida Date
Contractor/Agent is 2LX- Personally Known to Me or
Produced ID
Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial
THIS INST LIMENT PREPARED BY:
NAME D C e , Building &Fire Inspection;
ADDRE S - aS il SENUNOE Co7Y 1101 East 1st Street
s4 `D z%%3 iO RInxS NATllwu cf1O T Sanford, FL 32771
NOTICE OF COMMENCEMENT
State of Florida County of Seminole
Permit No. Tax Folio No. (PID)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address) L b— % V f 5A,V1 Fri jeQ
r i,hFiS _ PA 2 . -PAS 6•; 1 STE(-e-.T 'SA-,v P2O FL z-771
GENERAL DESCRIPTION OF IMPROVEMENT
J/k2!GLZ,- r-7A",Z-4
OWNER INFORMATION
Name and address -170i
27
Interest in property (Fee Simple, Partnership, etc.)
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER)
CONTRACTOR
Nkme and address
SURETY (Bonding Company)
Name and address i
8&,c &P—Z 'SA
IIIIIIIIIIII111II111II11111Ii111111II111II111II1110IIIIIIM
MARYANNE MORSE. CLERK OF
Amount of Bond ntNINuu: UvuNiY
BK 05473 PG 0919
CLERK'S # 2004154443
LENDER RECORDED 10/06/2004 Olt 21 t 49 Pp
Name and address RECORDING FEES 10.00 7
I6)V[f A01-i4A6a g2 d
Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes:
Name and address
s*s**ss****s**s**ss***+*ss***************s*****s****ss**********************«***#*********«*«
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(a)7.,Florida Statutes:
Name and address: ----
s*«*sss«*«***s*****s***ss*****s**s**s***sss**********s***********«*******s**«********««ss*•**
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as
Provided in Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement
The exi nts 1 year from date of recording afferent da specified.)
Notary Public, State of FlorWe
MY Comm. c-;P. D= 25, 2004
Si tore of OwnerComm. No. CC 98"
Sworn to and subscribed before me this / / Day of 4L- 4 S 'f-
My Commission Expires:
Notary Public
The foregoing instrument was acknowledged before me this r I day of & u 7 , a by
Name of person acknowledged), who i ersonally known o me r w
produced (Type of identification), as identi ca ton an who di did not take
and oath.
RECEIVED
JUN 2 9 Znng
REVISION /
C
PERMIT # (- o2C DATE
PROJECT ADDRESS "7l i
CONTRACTOR j A 7 e U C j/ u L ti G
PHONE # - FAX #
DESCRIPTION OF REVISION ZD LS7y
c s 7D 5 w S ! m -
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING
RM 60OA-2001 EnergyGauge® 3.4
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 0809409 fie. Builder: Ja-Ro Construction
Address: '!rS cJ • Qi o- Permitting Office: Seminole Co.
City State: , Y 3 v771 Permit Number: p$ -0-co ?j
Owner: 6beltz Jurisdiction Number: 691000
Climate Zone: Central
1. New construction or existing Now _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _
3. Number of units, if multi -family I _ SEER: 10.00 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? No
6: Conditioned floor area (R2) 1397 R2 _ c. N/A
7. Glass area & type Single Pane Double Pane
a. Clear glass, default U-factor 0.0 R2 145.0 R2 _ 13. Heating systems
b. Default tint, default U-factor 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _
c. Labeled U-factor or SHGC 0.0 R2 0.0 R2 _ HSPF: 6.80 _
8. Floor types b. N/A
a. Slab-On-Crrado Edge Insulation R=0.0, 168.0(p) R _
b. N/A c. N/A
c. N/A
9. Wall types 14. Hot water systems
a. Concrete, Int Insul, Exterior R=4.0, 1132.1 ft2 _ a. Electric Resistance Cap: 55.0 gallons _
b. Frame, Wood, Adjacent R=11.0, 176.0 ft2 _ EF: 0.89 _
c. N/A b. N/A
d. N/A
e. N/A c. Conservation credits
10. Ceiling types HR-Heat recovery, Solar
a. Under Attic R=19.0, 1397.0 R2 DHP-Dedicated heat pump)
b. N/A 15. HVAC credits
c. N/A CF-Ceiling fan, CV -Cross ventilation,
11. Ducts HF-Wholo house fan,
a. Sup: Unc. Ret Con. AH: Interior Sup. R=6.0, 40.0 R PT -Programmable Thermostat,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.10 Total as -built points: 21809 PASSTotalbasepoints: 21876
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY6outhern Energy Eval Srvc.ervc
DATE: Cn - ,-aA _d ter -
I hereby certify that this building, as designed, is in
compliance with the F da Energy Code.
OWNER/AGENT:
DATE: b - -4
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 with Section 553.908
Florida Statutes. .. -
BUILDING OFFICrC`N
DATE: +/
EnergyGauge® (Version: FLRCSB v3.4)
Summary Energy Code Results
Residential Whole Building Performance Method A
Geltz Project Title: Class 3 Rating
0809409 Registration No. 0
Climate: Central
6/29/2005
Building Loads
Base As -Built
Summer: 26604 points Summer: 26211 points
Winter: 4518 points Winter: 7380 points
Hot Water: 6769 points Hot Water: 6769 points
Total: 37891 points Total: 40360 points
Energy Use
Base As -Built
Cooling: 11349 points Cooling: 9982 points
Heating: 2835 points Heating: 4222 points
Hot Water: 7692 points Hot Water: 7606 points
Total: 21876 points Total: 21809 points
PASS
e-Ratio: 1.00
EnergyGauge®(Version: FLRCSB v3.4)
FORM 60OA-2001 I EnergyGauge® 3.4
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: . , , PERMIT #:
BASE I 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 1397.0 25.78 6482.6 Double, Clear N 1.0 6.0 15.0 26.25 0.97 383.7
Double, Clear E 1.0 6.0 50.0 55.69 0.97 2697.7
Double, Clear S 20.0 8.0 40.0 41.92 0.48 797.3
Double, Clear W 1.0 6.0 40.0 50.22 0.97 1945.5
As-Bullt Total: 145.0 5824.3
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 176.0 0.70 123.2 Concrete, Int Insul, Exterior 4.0 1132.1 1.20 1358.5
Exterior 1132.1 1.90 2151.0 Frame, Wood, Adjacent 11.0 176.0 0.70 123.2
Base Total: 1308.1 2274.2 As -Bunt Total: 1308.1 1481.7
DOOR TYPES Area X BSPM = Points Type Area X SPM Points
Adjacent 19.0 1.60 30.4 Exterior Wood 40.0 7.20 288.0
Exterior 40.0 4.80 192.0 Adjacent Wood 19.0 2.40 45.6
Base Total: 59.0 222.4 As -Bull Total: 59.0 333.6
CEILING TYPES Area X BSPM = Points TypelUnderAtlic R-Value Area X SPM X SCM = Points
Under Attic 1397.0 2.13 2975.E 19.0 1397.0 2.82 X 1.00 3939.5
Base Total: 1397.0 2975.6 As -Butt Total: 1397.0 3939.5
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 168.0(p) -31.8 5342.4 Slab -On -Grade Edge Insulation 0.0 168.0(p) -31.90-5359.2
Raised 0.0 0.00 0.0
Base Total: .5342.4 As -Butt Total: 168.0 .5359.2
INFILTRATION Area X BSPM = Points Area X SPM = Points
1397.0 14.31 19991.1
EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB J3.4
1397.0 14.31 19991.1
FORM 60OA-2001 EnergyGaugeO 3.4
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:.. , PERMIT##:
BASE AS -BUILT
Summer Base Points: 26603.5 Summer As -Built Points: 26211.0
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
26211.0 1.000 1.079 x 1.150 x 0.90) 0.341 1.000 9981.6
26603.6 0.4266 11349.1 26211.0 1.00 1.117 0.341 1.000 9981.E
EnergyGauge'" DCA Form 60OA-2001 EnergyGauge(HYRaRES'2001 FLRCSB v3.4
FORM 60OA-2001 EnergyGauge® 3.4
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1397.0 5.86 1473.6 Double, Clear N 1.0 6.0 15.0 11.00 1.00 164.6
Double, Clear E 1.0 6.0 50.0 8.82 1.01 445.1
Double, Clear S 20.0 8.0 40.0 6.74 2.29 617.7
Double, Clear W 1.0 6.0 40.0 9.55 1.00 382.8
As -Bust Total: 145.0 1610.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 176.0 1.80 316.8 Concrete, Int Insul, Exterior 4.0 1132.1 3.35 3792.5
Exterior 1132.1 2.00 2264.2 Frame, Wood, Adjacent 11.0 176.0 1.80 316.8
Base Total: 1308.1 2581.0 As -Bust Total: 1308.1 4109.3
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 19.0 4.00 76.0 Exterior Wood 40.0 7.60 304.0
Exterior 40.0 5.10 204.0 Adjacent Wood 19.0 5.90 112.1
Base Total: 59.0 280.0 As -Bull Total: 59.0 416.1
CEILING TYPESArea X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1397.0 0.64 894.1 Under Attic 19.0 1397.0 0.87 X 1.00 1215.4
Base Total: 1397.0 894.1 As -Bust Total: 1397.0 1215.4
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 168.0(p) 1.9 319.2 Slab -On -Grade Edge Insulation 0.0 168.0(p) 2.50 420.0
Raised 0.0 0.00 0.0
Base Total: 319.2 As -Butt Total: 168.0 420.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1397.0 0.28 391.2 1397.0 -0.28 391.2
EnergyGaugeS DCA Form 60OA-2001 EnergyGaugeS/FIaRES'2001 FLRCSB 0.4
FORM 60OA-2001 EnergyGauge® 3.4
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 4618.3 Winter As -Built Points: 7379.9
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
7379.9 1.000 1.068 x 1.160 x 0.92) 0.502 1.000 4221.8
4618.3 0.6274 2834.8 7379.9 1.00 1.140 0.602 1.000 4221.8
EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.4
FORM 60OA-2001 EnergyGauge® 3.4
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , 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 55.0 0.89 3 1.00 2535.19 1.00 7605.6
As -Bust Total: 7605.6
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating + Hot Water = Total
Points Points Points Points
Cooling + Heating + Hot Water = Total
Points Points Points Points
11349 2835 7692 21876 1 9982 4222 7606 21809
PASS
EnergyGaugeTll DCA Form 60OA-2001 EnergyGaugeWlaRE52001 FLRCSB v3.4
FORM 60OA-2001 EnergyGauge® 3.4
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT W
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Ma)dmum:.3 dm/s .ft. window area; .5 ofm/s .ft. door area.
Exterior & Adiacent Wells 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 wag panels at comers; utility
penetrations; between wall panels & topibottom 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.ABC.1.2.2 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.ABC.1.2.3 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 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 12" clearance & 3" from Insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multl-storyHouses 606.1.ABC.1.2.5 Alr barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. Extemal or built -In heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heeds 612.1 Water flow must be restricted to no more then 2.5 pallons per minute at 80 PSIG.
Air Distribution Systems 610.1 Ali ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, Insulated, and Installed In accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 1607.1 Separate readity accessible manual or automatic thermostat for each system.
Insulation 604.1. 602.1 Cellings-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.4
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.4
The higher the score, the more efficient the home.
Geltz, , , ,
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of units, if multi -family 1 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? No _
6. Conditioned floor area (W) 1397 ft' _ c. N/A
7. Glass area & type Single Pane Double Pane
a. Clear glass, default U-factor 0.0 ft' 145.0 W _ 13. Heating systems
b. Default tint, default U-factor 0.0 ftz 0.0 fi2 _ a. Electric Heat Pump
c. Labeled U-factor or SHGC 0.0 ft2 0.0 fN _
8. Floor types b. N/A
a. Slab -On -Grade Edge Insulation R=0.0, 168.0(p) ft _
b. N/A c. N/A
c. N/A
9. Wall types 14. Hot water systems
a. Concrete, Int Insul, Exterior R=4.0, 1132. l W _ a. Electric Resistance
b. Frame, Wood, Adjacent R=l 1.0, 176.0 ft
c. N/A b. N/A
d. N/A
e. N/A c. Conservation credits
10. Ceiling types HR-Heat recovery, Solar
a. Under Attic R=19.0, 1397.0 ft' _ DHP-Dedicated heat pump)
b. N/A 15. HVAC credits
c. N/A CF-Ceiling fan, CV -Cross ventilation,
11. Ducts HF-Whole house fan.
a. Sup: Unc. Ret Con. AH: Interior Sup. R=6.0, 40.0 ft _ PT -Programmable Thermostat,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heatirrg)
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 instal ode compliant east/urees.
Builder Signature: Oq-- 7'f Date: a S'0,
1
lI
WAddressofNewHome: 7/5 • c!
cJ/
C
City/FL Zip:
32 ;
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. !fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStaP designation),
your home may qualifyfor energy efficiency mortgage (EEA4) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 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 Constriction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.4)
Cap: 36.0 kBtu/hr _
SEER: 10.00
Cap: 36.0 kBtu/hr _
HSPF: 6.80
Cap: 55.0 gallons _
EF: 0.89