HomeMy WebLinkAbout1606 S Magnolia AveQ CITY, OF JANF, ORD P L APPLICATION
Ap—plication #: `' Submittal Date:
JL ob Address Alf, � Value of Work: S
Parcel ID: Zoning: Historic District:
/J- A I �`
D�iption of Work: 7r G ta,+. 4ASquare Footage: �0V
........................................................................................................................
Permit Type: Buildin" g -V Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑
Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑
Plumbing Repair -Residential ❑ Commercial ❑
Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
..................... ............A.l........................................................................
:
Property Owner: �� $ pV
Add r s l A0 Llt.d
Phone Y02�- L Zo�L'E mail:
Bonding Company:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Contractor:
Address:
Phone:
Mortgage Lender:
Address:
Phone: Fax:
State License Number:
Phone:
Fax:
E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc_
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is v cation that Iill no�tfte
owner of the property of the requirements of Florida Lien Law, FS 713.
Sign of Owner/Agent
9-oo0 a-
Date Signature of Contractor/Agent
chc�'
Writ Owner/Agent's
Print Contractor/Agent's Name
Date Signature of Notary -State of Florida
Signature of Notary -State of Florida
1 V OEML� ;1t�l i
MY COMMISSION # DD629096
EXPIRES: February 25, 2011
Owner/Age 1O.FN sonaHrytJ&WwwtM*ctr.,
_ Produc
APPROVALS: ZONING: UTIL: FD:
Special Conditions:
Rev 02/2007
Date
Date
Contractor/Agent is _ Personally Known to Me or
Produced ID J� (1)
ENG: BLDG)�
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners
from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
FSS 489.103 Disclosure Statement
State Law requires construction to be done by licensed contractors. You have applied for a permit under an exemption
to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction
yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or
improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for
your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after the construction is complete, the law will
presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your
responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervision work to a Licensed contractor
who is not licensed to perform the work being done. Any person working on your building who is not licensed
must work under your direct supervision and must be employed by you, which means that you must deduct
F.I.C.A and withholding tax and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
BY SIGNING THIS STATEMENT, 1 ATTEST THAT: (Initial to the left of each statement)
I&
«_ iPW.,-% Sld
ev* 61 Lckc Wx- , do hereby state that I am qualified and capable of
the requeslid construction involved with the permit application filed.
,i~ 2_.6 7
Date
Form of Identification kQo,�, /v.�/,D,
(Must be Photo ID) EaB
M"y zE'B
14 FL Fx °MMrsS/01V p�
A violation of this exemption is a misdemeanor of the first degree punishable by a term of " me#fSrY _` °p6290g6
Nor 25, 201
exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local per �' °'S� ,
jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicense0` Co.
4
activity against the owner and any person performing work that requires licensure under the permit issued.
(Rev. 4/20/07)
I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103
AS LISTED ABOVE.
I HAVE ACCESS TO THE ADOPTED CODES.
I AM FAMILIAR WITH THE CODE PROVISIONS.
I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY
SUPERVISE THE WORK.
THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY.
THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE.
I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN
OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED.
I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A.,
WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE.
I&
«_ iPW.,-% Sld
ev* 61 Lckc Wx- , do hereby state that I am qualified and capable of
the requeslid construction involved with the permit application filed.
,i~ 2_.6 7
Date
Form of Identification kQo,�, /v.�/,D,
(Must be Photo ID) EaB
M"y zE'B
14 FL Fx °MMrsS/01V p�
A violation of this exemption is a misdemeanor of the first degree punishable by a term of " me#fSrY _` °p6290g6
Nor 25, 201
exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local per �' °'S� ,
jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicense0` Co.
4
activity against the owner and any person performing work that requires licensure under the permit issued.
(Rev. 4/20/07)
NOTICE OF COMMENCEMENT
Permit No.
Parcel ID: 6 I 36-50 - 0000— oo Id
State of Florida
County of Seminole
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.
1. Description of property: (le al yd scri tion of the roperty and street address if
availabW ��C kl1=_ ��F =)
2. General de/cription-'of improveme
—3. Owner Information f/
a. Name and address:
—' b. Interest in property:
c. Name and address of fee simple titleholder (if other than owner)
4. Contractor
a. Name and addre
b. Phone Number:
5. Surety
1111111111 II 11111111 Pl lit 11111 II III 1111111 III 1111111111111111
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
AK 06737 Pg 0800; ilpg)
CLERK'S # 2007092820
RECORDED 06/25/2007 03:41:31 PM
RECORDING FEES 10AV
RECORDED BY H DeVore
CERTIFIED COP'S-.
iViARYIGIR(
�E
CLEFA OO'-IRTSEMINi
Signature of Notary Public;
OLELORIDA
Commission Expires:
= z . "° .9
i
a. Name and address:
b. Amount of bond $
c. Phone Number:
6. Lender
a. Name and address:
b. Phone Number:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes:
a. Name and address:
b. Phone Number:
8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.1.3(1) (b), Florida Statutes:
a. Name and address:
b. Phone Number:
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTINCE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE -FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITHYO LENDER AN ATTORNEY
BEFOFt�q F �f$�RECORDING YOUR NOTICE OF CO C EN
NAME �" �' S, nature of Owner or Owner's Authorized
AD A� Officer/Director/Partner/Manager
27 Signatory's Title/Office
The foregoing instrument was acknowledged before me this l,&y of ::Zl v'\je_ 120 Uby VSs _
ry (name of person) as —1)ef r11;�,1 Y—��L�I� (type of authority ...e.g. officer, trustee, attorney in
fact) for of party on behalf of whom instrument was executed).
P•��• app=
�jv
y 70' ; i
Signature of Notary Public;
State of Floridy�
Commission Expires:
= z . "° .9
PLAT OF SURVEY
N
X
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—� MA(,INOLIA AYE
PREP.ARFD FOR:
5v'—i�/ i� rAv r✓� e- �
kpCs Or WoRk..
Al"",1- r.��.in-,-1-r,n
CERTIFIED TO:
-J. GORDON be LOIS M. BUTCHER
-KAMPF TITLE & GUARANTY CORP.
SUNBANK NATIONAL ASSOCIATIO '
THIS SURVEY NOT VALID UNLESS .IMPRINTED WITH AN EMBOSSED SURVEYORS SEAL.
Fhi• survey ciao not been abstracted for easement or rights of ways of record.
SURVEYORS CERTI FCCAT E RECEPTIFIEt,
Foundation survey - Find Survey M. EDWARD GORDON
-eby certify that the survey represented Ord. No. Ord. No. REG. LAND SURVEYOR �
n meets the requirements of Chapter Date: Data: NO. 2259
I- 6, FloridaAdministrative'Code, ef-
e 1 September 1981. b�-"U-NPAIzy UK11 F.Y
/> REVISED DRAWN: 5�1.� OFF,CE 420 EAST 111AIY. 434, St,R 3 i
O tt' / �':.-ci s. t .. .. 407 339-3991 LONGWOOD, F1 3 $
y • 1 r { ` CHECKED:
SWARD �ORDON RLS #2259 F e DATE: .6, 2C� -�' ORDER NO.2a
r
,5
Jit1
ordod Plat Book `..L_ Page 16ofthe Public Records of 'o -MINOLL
County, Florida.
t�+isii RvEY I." PREPARED FROM TITLE INFORMATION FURNISHED TO THE
(*tM"a MAY SE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS
�lf1 AFFttef THIS PROPERTY.
BEEN LOCATED, UNLESS OTHERWISE
in
t IMPROVEMENTS HAVE
This Property Lies
�' 15f1 kStsl�1$ *HOW" FOR THE LOCATION OF IMPROVEMENTS HEREON.SHOULD
Zone C xxvrdlno to
,� gyp},' Bt ttaltD TO RECONSTRUCT BOUNDARY LINES. .
AS
FIRRI Map 0
A'� jjAj i1S AnK SAUD OM ASSUMED DATUM AND ON THS LINE SHOWN
laps (BS) .
coo ti' 6 Date: 9 - 0 - SD
*SSriiii/�
L NASL AND DISK CONC. CONCRETE R-1 RADIUS
kv,�.,-A ELRv'*ION N. am. • pG94UMENT DELTA
PO
4. odIUMD B POINT OF BEBINNINO SLK. BS.QfK "ONC.- CHORD
BEARLNO
ktS k C.B. a CHORA
y Stp%Sy. R/Y RIGHT-OF-WAY COV. COVERED L.• LENGTH
P.- PLAT
Y4 ®� FD. REBAR
MOrER;LIma • FD. CONC. MOM• O SET RESAR M - NUMBER
S" PE11CS4 SET CONC. MON. . IRON PIPE RD. • ROAD
`. L.P.
PROPERTY LINE
P.L. � Y E. � EASEMENi U.- UTILITY
COW. LIGHT POLES
f10 + SUILDINO
I a FRAME PCs POINT OF CURVATURE _
N
X
•
—� MA(,INOLIA AYE
PREP.ARFD FOR:
5v'—i�/ i� rAv r✓� e- �
kpCs Or WoRk..
Al"",1- r.��.in-,-1-r,n
CERTIFIED TO:
-J. GORDON be LOIS M. BUTCHER
-KAMPF TITLE & GUARANTY CORP.
SUNBANK NATIONAL ASSOCIATIO '
THIS SURVEY NOT VALID UNLESS .IMPRINTED WITH AN EMBOSSED SURVEYORS SEAL.
Fhi• survey ciao not been abstracted for easement or rights of ways of record.
SURVEYORS CERTI FCCAT E RECEPTIFIEt,
Foundation survey - Find Survey M. EDWARD GORDON
-eby certify that the survey represented Ord. No. Ord. No. REG. LAND SURVEYOR �
n meets the requirements of Chapter Date: Data: NO. 2259
I- 6, FloridaAdministrative'Code, ef-
e 1 September 1981. b�-"U-NPAIzy UK11 F.Y
/> REVISED DRAWN: 5�1.� OFF,CE 420 EAST 111AIY. 434, St,R 3 i
O tt' / �':.-ci s. t .. .. 407 339-3991 LONGWOOD, F1 3 $
y • 1 r { ` CHECKED:
SWARD �ORDON RLS #2259 F e DATE: .6, 2C� -�' ORDER NO.2a
z
0
V)
z
LU
x
w
W/ 1#5 BARS
1 SECTION
Al SCALE: 1/2" = 1'-0"
LEGAL DESCRIPTION: LOT 14H TOGATHER WITH
1/2 VACATED ALLEY TO THE WEST, BLOCK "C",
MARKHAM PARK HEIGHTS.
TRUSSES MUST BE DESIGNED.
BY FLA. REG. ENGINEER AND
ENGINEERED TDRUSSES MUST BE
SUBMITTED TO BLDG. DEPT. &
ONE COPY TO ARCHITECT.
1'-0" u �HURRICAN STRAP
4"X10"
WD. BEAM
POST CAP CONNECTOR
4"X4" WD. POST
ZPOST BASE CONNECTOR
FIN. GRADE 4" CONC. SLAB W/6x6
10-10 W.W.M.
-------- �C------x------- C--
-------------------
I �
3" COVER ° 06 MIL VIS VAPOR BARRIER
1'-4"
CONC. FOOTING, WITH
W/ 2 #5 BARS EA. WAY
SECTION SEE FOUNDATION PLAN
A2 SCALE: 1/2"=1'-0' POST FOOTING NOTE: ALL CONNECTORS
BY SIMPSON STRONG -TIE
SEE, SHEET A4 FOR CLIPS
EXIST. HIP ROOF
\ EXIST. GABLE END
GABLE END
EXIST. ROOF
NEW ROOF
BUILD CRICKET FOR
FOR POSITIVE DRAINAGE
EXIST. ROOF
EXTENDED EXIST. HOUSE
PORCH
NEW POSTS REAR ELEVATION NEW SIDING ON
3 SIDE OF NEW
NORTH ELEVATION
SCALE: 1/8"=l' -O'
EXIST. ROOF
ROOF
F
06-07
7-6
P EIEW
� ELEVATIONS
''D
LAM RV
(:;ITY OF ��� �� SHEET NO.
A 2
2OF5
ADDITIONS TO' VA5ANT SHERE
Architect
MR. & MRS. G. BUTCHER RES. FL REG. AR92543
1606 SO. MAGNOLIA AVE. 117 RABUN CT.
SANFORDSANFORD, SEMINOLE COUNTY, FLORIDA (407) 688-9006 773
NEW ROOF
EXIST.
ROOF W/ ARCH'L SHINGLES
METAL DRIP
EDGE
ARCH'L SHINGLES MATCH EXIST.
NEW GABLE END
4:12
INSTALL VINYL SIDING
2:12
MATCH WITH .EXIST.
BUILDER TO
VERIFY ROOF PITCH
- — —
— — — — — — — — — — — — — — —
8' BRNG
— — — —
-REMOVE THI�
— — — —
o
PART OF RO
I
0
1 EXIST. HOUSE
AS REQUIRE
L_LjJEXTENDE
L.R. FLOOR
32'-4" VERIFY IN FIELD
(, 8'-8"
�, 7'-0"
RIGHT SIDE ELEVATION
REV. 5-16-07
EAST ELEVATION
SCALE: 1/8"=l' -O'
EXIST. ROOF
ROOF
F
06-07
7-6
P EIEW
� ELEVATIONS
''D
LAM RV
(:;ITY OF ��� �� SHEET NO.
A 2
2OF5
ADDITIONS TO' VA5ANT SHERE
Architect
MR. & MRS. G. BUTCHER RES. FL REG. AR92543
1606 SO. MAGNOLIA AVE. 117 RABUN CT.
SANFORDSANFORD, SEMINOLE COUNTY, FLORIDA (407) 688-9006 773
0
z
w
w
J
m
Q
U
GABLE END
O
ROOF FRAMING PLAN ��Oo%jTy SANFOR
NOTE: ALL ANCHORS BY SIMPSON STRONG—TIE.
HURRICAN ANCHORS: SIMPSON— PH: 1-800-999-5099
POST BASE TO CONC. CBSQ— 44 IN WET CONC.
POST BASE TO CONC. ABU— 44 IN CURED CONC.
POST CAP AC— 4 (2500#)
POST END & CORNER CAP ACE— 4 (1800#)
BM TO TRUSSES STRAP LTS 16 TO EA. TRUSS
EXIST WD WALL TO 2-2X10 LSSU 410 (#875)
WD. PLATE TO NEW TRUSS END A35 ON BOTH SIDES. (#320 X 2)
CONT. 2X6, NAIL
elF r)kl RnTu cincc INTO EXIST. TRUSSES of ]it
CONT. 2X6, NAIL
BUILDER TO INTO EXIST. TRUSSES zr, nr i onru clnrc
2 SECTION, SHOWING TRUSSES
A4 SCALE: 1'/4"=1'-0'
JEERED
?4" O.C.
,fJ
SECTION SHOWING TRUSSES
A - SCALE: 1/4"=l'—O'
DATE:
06-06-07
JOB NO.
2007-6B
SECTIONS
SHEET NO.
A 4
4 OF 5
VASANT SHERE
Architect
FL REG. AR92543
117 RABUN CT.
SANFORD, FL 32773
(407) 688-9006
NAILING PATTERN: INSTALL
PLYWD. TO WD. TRUSSES
WITH 8D NAILS, 6" O.C.
NAILS, 6" O.C.
METAL DRIP
EDGE
2"
1X P.T. FASCIA
BOARD
SOFFIT —
VINYL SIDING
OVER 15# FELT. OVER
1/2" PLYWD SHEATHING
NAILING PATTERN: INSTALL
PLYWD. TO STUDS OR
GABLE TRUSS WITH 8D
NAILS, 6" O.C.
GABLE END TRUSS
SHINGLES PER ELEVATIONS
30# FELT & MIN. 1/2"
/OSB SHEATHING, SEE
SHINGLE MFR'S RECOMMENDATIONS
2X4'S 48" O.C.
2 BAYS @ GABLE ENDS
STRAP LTS16
PRE—ENG. WD. TRUSSES
24" O.C. TYP.
2X4 P.T. WD, BRACING,
4'-0" O.C. FIRST 2
BAYS AT GABLE, TYP.
ALL STRUCTURAL LUMBER
MUST BE SYP #2
NAILING PATTERN: INSTALL
PLYWD. TO WD. TRUSSES
WITH 8D NAILS, 6" O.C.
NAILS, 6" O.C.
METAL DRIP
EDGE -
1X P.T. FASCIA
BOARD
SOFFIT
VINYL SIDING
OVER 15# FELT. OVER
1/2" PLYWD SHEATHING
NAILING PATTERN: INSTALL
PLYWD. TO STUDS OR
GABLE TRUSS WITH 8D
NAILS, 6" O.C.
,
SHINGLES PER ELEVATIONS
30# FELT & MIN. 1/2"
OSB SHEATHING, SEE
SHINGLE MFR'S RECOMMENDATIONS
2X4'S 48" O.C.
2 BAYS Com? GABLE ENDS
STRAP LTS16
PRE—ENG. WD. TRUSSES
24" O.C. TYP.
2X4 P.T. WD, BRACING,
4'-0" O.C. FIRST 2
BAYS AT GABLE, TYP.
STRAP LTS12 gEYONDD. 4X10 BM. ALL STRUCTURAL LUMBER
NEW BEARING AT EA. STUD GABLE END TRUSS MUST BE SYP #2
PARTITION PER PLANCEILING, 3/8" PLY WD.
VINYL SIDING
OVER 15# FELT. OVER OR LIGHT MTb. SIDING
1/2" PLYWD SHEATHING
MATCH W/EXIST. PAINT WALLS, POSTS & ( EXIST. WD. D K D(o�
WITH EXTERIOR PAINT.
INSTALL SP1 AT EVERYEXIST. TRUS S
STUD BASE. FIELD VERIF DATE:
06-06-07
METAL FLASHING
BEHIND SIDING MIN. 1/2" DIA. X 6" A.B. JOB N0.
W/2"X2"X1/8" WASHER 2007-68
GRADE, F.V. 32" O.C. TYP. SECTIONS
MIN. 3.5" CONC. SLAB
GABLE END SECTION -1
SHEET NO.
• SECTION @ GABLE EIQQ"4 RI
1
A 5
16" H. X 16 W, 2#5 CONT. BARS A5 SCALE: 1/2!'=l'—O' ULAN'
CONC. FOOTING
50F5
GABLE END SECTION -2 CITY OF SANFuw
NOTE: ALL STRUCTURAL LUMBER ADDITIONS TO: VA5ANT 5HERE
MUST BE SYP #2 Architect
2 SECTION @ NEW WALL MR. & MRS. G. BUTCHER RES. FL REG. AR92543
A5 SCALE: 1/2"=1'-0' 1606 S0. MAGNOLIA AVE. 117 RABUN CT.SANFORD, FL 32773
SANFORD, SEMINOLE COUNTY, FLORIDA (407) 688-9006
BCG OF ORLANDO, INC.
To:
801 EAST 26TH PLACE
Gordon Butcher
SANFORD
1606 S. Magnolia Ave.
FL 32773
201-07
Account No:
Sanford Florida 32771
Pro1 act: Butcher Addition
BC
Model:
Block No:
Deliver To:
Lot No:
1606 S. Magnolia Ave.
Contact Site Office
FL 32771
Phone: �,00r7)312-2020
Fax:
i Tentative Delivery Date:
Material Summary Includes the following
Truss List
Order
Page:
1 of 1
Date:
5/25/2007
Bid No.:
201-07
Account No:
348285344
Designer:
BC
Salesman:
Scott Carpenter
Quote No:
201-07
General Truss Engineering Criteria 8 Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Wind: ASCE 7-02 per
FBC2004; 120 mph; Total Roof Gravity Load = 40 PSF. Floor Gravity Load = n/a. Exposure B, Enclosed. Computer Program Used: MiTek 20/20.
Pages or sheets covered by this seal from: 0001 thru 0007 Total: 7 drawings. With my seal affixed to this sheet, 1 hereby certify that 1 am the
Truss Design Engineer and this Index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design drawings listed below.
The suitability and use of each truss component for any particular building is the responsibility of the building designer, per ANSI1TPI 1-2002 Section 2.
Data Truss Date Truss Date Truss Date Truss
0001 05-25-2007 R01 0002 05-25-2007 R01GE 0003 05-25-2007 R02 0004 05-252007 R02GF
0005 05-25-2007 R03 0000 0525-2007 R04 0007 05-25-2007 R05
Rita
a:
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166
.
Teas
Trove Type
Oy
Py.. Gordon Butdmr - Br4drr Addbon
i.Job
0001
Rol
MONO TR
S:
1.
I201-07
'
Job Refororno{aptlaWT
BCG of Orlando. Sr4ora Plaids 32773
6.500 s Fob 5 2007 MITsN IndwNMs, Inc, Fn May 25 11:40:25 2007 Paps 1
-14"_+
7-9-10'
14-1-12 1,4-7.12
1-0-0
7-9-10
i
6-4-2 0-0-0
w. • u.
�fn
T
,r
.r
m
r
_
7-9.10
14-1-12
7-9-10
6-4-2
Puma Offsets (X,Y): 12:0.115,0-0-21
LOADING (lm)
SPACING 2-0-0
CSI
DEFL in Ooc) Wed Lid
PLATES GRIP
TCLL 20.0
Plates increase 1.25
TC 0.71
Ven(LL) -0.12
28 >989 380
MT20 244/100
TCOL 10.0
Lumber Inoeese 1.25
BC 0.68
V-t(TL) 040
2.8 >417 240
BCLLL 0.0
Rep Stress Ira YES
WB 0.62
Hamm) -0.05
6 Na n1a
BCDL 10.0
Code FBC20D4/ P12002
(MWO
1Mnd(LL) 0.48
2-8 -347 240
Welpht, 58 b
LUMBER-
TOP CHORD 2 X 4SYP Nal
BOTCHORD 2 X 4 SYP N0.2
WEBS 2 X 4 SYP No.3
..
BRACING
TOP CHORD
Structural wood stlaemfnp deecty applwd or 4.2.1 m purlins,
si¢ep1 a W veebuft:
BOTCHORD
Rfyd oarlp dlrsc y appIW or 38-1 oc breckrp.
WEBS
' 1 Row of n*Ipt. 3-6
I
....-
REACTIONS pbNpre)
5501io-"
2 8260J0
-
Mu Horz
2 • 117(LC 3)
M— 11.1"
8-702(LC 3)
2 TWLC 3)
FORCES (Ib) - Maldmrm CompressbMAaodnim Terlsbn
TOP CH,,RD
1-2 • OM 2-3 • -17222074 34 -124A0
- 4-5 -00/81 5-6 • -152/80
IBOTCHORD
2.8 -211711681 7-8 -211711581 6.7 = .211711661
WEBS
3-8 _ 4901303 3-5 _ -16082048
NOTES
1) WM: ASCf 1-02; 120nWh (34ecarld posit; h•171t TCOL•4.0*, BCDL•3.ppef; Cafapay.I1; E p B;
enclosed:" inloto(1); Porch bft elrposod; Lumber DOL=1.33 pleb prig DOL=1.00.
2) This trues has been deelpned for a 10.0 psf bottom chord Pre bad noriconakrent %M any other Pre
bads:
3) This truss npueee plata inspection psr 6N Tooth Court Method 1MIen Bis tnaa is chomp for µahiy
esaraenae k�tpeclion.
4) Provide medw-lcd cortrMlan (b7 obmrs) of dime to baadrq pots cmpabiie of w4hatendrp 702 b
uplil N jolts 8 end 796 b Loft at joint 2.
i
LOAD CASE(S)'
Standard
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166
a
job20,i
Taw
Typ.E
Gordon Butcher - BuMrer Addition
�
0002
f?91-07
R010E
�T-
EN
GABLE END-
I�Ply
1
1
Job Reference (nodona0
BCG of 0efardo. Sanford, Florida 32773'.
6.500 s Fab 5 2007 MITek Industrie,. Inc. Fd May 26 It 40-2e 2007 Page 1.
14-1-12 14
1.0-0
I,
14.1-12
enh. • ur
=.r$
m
r J
n
I.
14-1-12
- ...--
Plale OfTsela (X,Y): (12.030,0J-0)
14-1-12
LOADING (psq
SPACING 2-0.0
C&
DEFL in (loc) Ude6 Lh1
PLATES GRIP
TCLL20.0
Plaine Increase 125
TC 0.40
Vert(LL) 0.01 1' Nr 180
MT20 2441190.
iTC01... 10 0
Lumber increase 1.28
BC 0.28
Vert(n) 0.04 1 . 120
. BCLL 0.0
Rep Stress Incr NO
WB 0.06
Hbrz(TL) -0.00 12 a's Na
. BCDL 10.0
Code FBC2004/TP12002
(Mabix)
Wlnd(LQ 402 1 rdr 120
Wafft 55 le
LUMBER
TOP CHORD 2 X 4 SYP Not
NOTES
BOT CHORD 2 X 4 SYP Not
1) Wind: ASCE 7-02; 120mph (3 -second ghu0; h•171t TCDL•4.Opst BCOL•3.Opsf; Cala9m II: Exp
h WEBS 2 X 4 SYP N0.3
B; enclosed; C -C IreerIMI); porch left exposed; Lunger DOL -1.33 plate grip DOL•1.00.
:OTHERS 2 X 4 SYP H0.3
2) Truss designed for Wad bade In the plane o(the truss only.. For elude wrpoaed to wkd (normal to
BRACING.,
the face), we Mrrek "Standard Gable End DeW
TOP CHORD
3) The buss has been dasiWad for a 10.0 pef bott., chord M bed nanCOnaalerll with any other tv
S Wcteal wood shnetvg d-Ity applied or 6-00 oc Pudlhs, except and veAi'als.
bads -
4) AS 2x4 MT20 otherwise hdicaf ed.
BOT CHORD
Riod cNBng dirocily applied or 641-0 oc brodng.
pules we unless
6) This truss requires p&WA bapectan Par the Tooth Count Method when this tr s is chosen thr qua9ly
_ ..
aseurams lnspedron. _.
REACT -ND (Maize)
6) Garde re%* s =Itln a botm, chord bearing:
10 - 77114-7-12
7) Gable studs spaced at 2-0-0 or:
2 2"14-7-12
8) Provide mechanical connection (by others) of tuts to bearing plate capable of wilhatanding 18 b
12 •. 218114.7-12
uplift at )rWd 10, t67 b upiNl at pird 2, 80 b upift at idd 12, 5b tin uplift a1 joint 11, 81 tin uplift at )otl 13,
1 1154-7-12
011
6 b upNt at )oW 9 and. 190 b uplift at joint 14.
13 -61114-7-12
` 8 = 5114-7-12.
-
h 145331147-12
LOAD CAMS)
Max Harz
'Standard'
.
2117(LC 3)
Mex OpM
10. • - - 4S(LC 3)
:2 -157(LC 3)
f2 -"LC 3)
. 11 -66(LC 3)
13` _ .51(LC 1)
: p -O(LC 3)
14' _ -IWLC 3)
'Ilan CyaJ
to 77.(LC i.)
12 283(LC 1).
12 = 216(LC 1)`
11 IWLC 1)
13 6(LC 3)
9 5(LC 1).
14 633(LC 1)
; fORCES (lb) - Maornxn CompmtslonrMex6nun Twmbn
'TOPCHORD -
1-2 OM 2-3 • -80141 3-4 • -4610
4-5'. -42/7 6.6 41/22 6-7 • -1713
7-8 • Asn B-10 r
BOTCHORD
2.14 -72 13.14 • -72 12.13 • -7/2
11-12 • -516 10-11 • -516 olio Oro
-
WESS
7-11 • AWO 8-12 = -16W 4.13 • 0122
1 314 = -368/206
-
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33.166
Job
naa Type
Oly
Pip
Gordan Buld,er-Buldw Addition0003
='T
iZO7-07
MONO TR
1
1
.lobRelerana IoWonaO:
BCG of QkMo, Ssrdonl', Florida 32M'
8.500 a Feb 5 2007 MITA indurhH,, lett. Fri May 25 114027 2007 Pqa 1
- 14)-0 7-0-8
13.4-12
14-14,
1-0-0 7-0-8
6.4-6
0-8-8
J
Y
_.-.._ 7-0"
7-0-6
848
Pim oirsero cKn: �:a3 , s.ao-z)
LOADING (pap SPACING 2-"
DEFL in (loc) VW Lld
PLATES GRIP
TCLL 20.0 Ptebs Intra" 1.25
TC 0.87
VergLL) -0.10 2-8 >W9 380.
MT20 2447190
TOOL tO.0 Under lr,veex 1.25
BC 0.62
VagTL) 0.30 2-8 >M 240
BCI -L 0.0 Stress Ire1 YES
WB 0.59
Horr(m). -0.04 6 Ne Ne
_Rep
BCDL 10.0 Code FBC20041TP12002
(Mabe)
Y"(1-1.) 0.38 2-0 X433 240
Weight 58 b
,LUMBER
TOP CHORD 2 X 4 SYP NO2
BOTCHORD 2 X 4 SYP Not
WEBS 2 X 4 SYP No.3
BRACING
TOPCHORD
Structural wood elaaxirp dtrectly applied or 4-5-2 ac pu9ns, except end veraca4.
'BOT CHORD
Rod telling directly applied or 3.11-0 oc bndng.
WEBS
1 Row ad nildpt 3-6
...
REACTIONS (b/slze) ..
6 • 520(0-&8
. 2 ._ .98/440
Mex Harz.
2 112(LC 3)
Max Up# t
6 • -e—fLC 3)
2-762(LC 3)
FORCES (lb) - Mmdmum CanpnammWVMatlmum Tension
TOPCHORD
1.2 078 2-3 - • -167212026 3-4 • -1447117
14-5• -112/124 5-8 • -161197
BOTCHORD
2.8 -206871615 7-8-20MI515 6-7 = -2068/1615
WEBS
3A = 4407270 3-8 -... _ -1532/19%
NOTES
1) VAnd: ASCE 7112; 120mph (34aeond gust); t1.171L TCDL•4.Opet BCDL+3.OpaF, Category 11; Exp B;
endoced; C -C inWr (1); pomp W e,poaed;. Lumber DOL=1.33 plate pip DOL=1.00:
2) This Nuea has been. designed M a 10.0 pet bobom chord Ow bed nonoonc weft with any odw pve
loads:
3) This truss raquirea plate irapection per the Tooth Count Meatad when Os utas Is chosen for qu"
ma+a inspection,
4) Provide niecha icd corneclbn (by others) of tnma to bearing plate capable of vNlnlanAng 688 b
toot at jWrN a and 762 lb uplM at joint 2.
LOAD CASCS),
Slendard
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166
Job
Tnas
Tnrss Type
2
Ory
Ply Gordon Bulctw - Butcher Addition
Max, Uplift
10
•
0004
201-07
R02GE
GABLE END
. it
1
1
12
-e7(LC
B
Job RMwwroe lop8mep
BCG of Orlando, Sanford, Fiords 37T73
•
_ _.
0.500 a Feb 5 2007 Mi ak Industries, Inc. Fri May 25 11:40:27 2007 Pi -pi -1
•1i� _
.
15-1-12 157-1,2
1.0-0
151-12 0-6-0
a+r•1]I
ilia t) Te
I10
2
•
nor
err
u Li Li
ria=
ria=
15-1-12 --
12
15-1-12
LOADING (pd)
SPACING 24)-0
NLC
CSIDEFL
In (loc) IdaO b.h1
PLATES GN1P
TCLL 20.0
Plebs Increase 1.25
051(LC
TC 0.50
�. VargLk) 0.02 1 rw 180
MT20 240190
TCOL 10.0
Lumber Increase 1.25
O15
Sc 0.39
Vort(TL) 0.07 1 Nr 120
two
BCLL 0.0
Rep S. As Ivor NO
. -154
WB 0.08
Horz(rL) 0.00 1 0Ne No
BCDL 10.0
Code FBC2004/TPI2002
14-15
(Mabbc)
VAnd(LL) -0.03 1 Nr 120
Weight: 00 b
LUMBER- —
TOP CHORD 2 X 4 SYP Not
• -111107
NOTES
BOT CHORD 2X 4 SYP No.2
= 450251
i) Hind: ASCE 7-02; 12Dmph (3 -second poor); b=171t, TCDL-4.Opst BCDL•3.0pst Category II; E)v
YYEBS 2 X 4 SYr- 4o.3
B: enclosed; C -C Irnledo0i); porch bit exposed; Lumber DOL -1.33 pleb pip DOL -1.00.
OTHERS 2 X 4 SYP No.3
2) Truss doelpned for uhd beds In the plane d Una mt» only. For sbxb mpowd to wknd (normal to
BRACING -
On face), we MITek'Slydard CA ble End Debt'
TOP CHORD
3) TTIs b,,= hay been designed for a 10.0 Pat battom chord live bed uormYY-0 with aro' o8w Sus
Stttnchurd wood shea'Binp dsedly WOW or SPO oc pw*4 , except end verticeb.
bade.
BOT CHORD
4) AI plates are 2x4 MT20 unless of www1se Incksh&d.
Rigid oMb1g directly applied or 1040 oc bracing.
5) This truss reptirse plate Inspection per the Tooth Count Method when this Dasa Is chosen for Query,
eaaurmnoe Inspection.
REACTIONS Otsize)
8) CAW rtaWm corxttn tlx bottom lord bea ng -
10 - -- 00115.7.12
7) Gable ands speed at 2-0-0 ba.
2 • 205167-12
8) Protide merluhiral manedion (bur o0bre) of tuns to bearing plate capable of withetsnd►p 10 b
1114Zr 5-7-12
WK d pint 10, 167 b uplift d josh 2, 54 b uplM at OW 11, 87 b wN M W12, 516 who at jbird 9,
12 + 23& t7-12
437 ib tW at Jos'4 14 and 238 b uplift dJoint 15.
10' • 31167-12
14 -1371167-12
15 �o3N167.12
LOAD CAMS)
Mme Harz
2
=
124(LC
Max, Uplift
10
•
-18(LC
.2
-107(LC
. it
s
.54(LC
12
-e7(LC
B
5(LC
14
•
-137(LC
15
.
-230(L(
i Max Grev
80(LC
I10
2
•
200(LC
11
142(LC
12
2WLC
9
•
NLC
14
•
41(LC
15
051(LC
FORCES (Ib) - Mamxrn
Em prw
TOP CHORD'
i
1-2
O15
2-3
j 4.5
two
5.8
7-8
. -154
6-10
BOTCHORD
2-15
+ V5
14-15
12-13
9-10'
• -&5
= Oil
11-12
WEBS
7-11
• -111107
0-12
115
= 450251
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166
Ja0
Teas
Ttues Typo
Qty
NY Gordon Buldw-Butdw Addition
0006
201-07
R03_
MOND TR
9
i `
Job Referanae (optional)
BCG of Orlando. Serdord.
Florida 32773
-
8.500 s Feb 52001 MITsk lydwhMs, Inc. Fri May 25 11:4028
2007 Paps 1
1-0-0
B 10-10 12.2-14
12.8-10
i
I
5.10-10 s 4 4
0.6-0
zeof+T
.� n
I '
-
/dl
FT-
EZ
aea a.=
z�n
i
I,
6-10-10 12-2-14'
6-10-10 5-44
Platt Olbeb (XY): 12:0-115,0-0.2), (843-0ai-8j
LOADING W
SPACING
2-0-0
C91 DEFL in (bc) Well L/d
PLATES GRIP
-f
TCLL 20.0
Plebes I.1.25
TC 0.58 Vert(LL) -0.08 2.8 >99B 380
M -M 2441190
TCDL 10.0
Lumber lnoroase
1.25
SC OAT � V.1(TL) 028 2.8 >664 240
113CLL 0.0
Rep Sows Inc -
YES
WB 0.67 H orWL) -0.03 6 Na Ne
BCOL 10.0
Coda FBC2004rYP12002
(Mebbo ! V"(1 -L) 0.31 2.8 >481 240
Wipht: 50 D,
LUMBER
TOP CHORD 2X4Z;fP No=
BOT CHORD 2 X 4 SYP Not
WEBS 2 X ' 3YP No.3
BRACING.
TOP CHORD
Sfix:Wnd wood sheaftV diac6y applied or 4-815 oc pumas, except end vartlals.
BOTCHORD
Rigid coling directly applied or 4-3-4 oc bnctnp.
REACTIONS (EMze) ...
8 4740.8-0 .
2 55iA)-"
Max Hca
2!04(LC 3)
Max Upim
ll -810(: 3)
2-708(LC 3)
FORCES (lb) - madman CompresslonrMmdmwn Tanlslan
TOPCHORD
1-2 am 2-3 -142411728 3-4 • -106/70
4-6 -7B/B5 54 •-12t1R9 —
�DOTCHORD
2A • -176511371 7-8 • .178571371 5-7 • -1785!1371
WEBS
3-0 = 4214259 3-6 = -1327/1708
.
NOTES
1) V": PSC£ 1-02; 120mp11(3-seoond gust); h•171t TCOL•4.Opst, BCOL-3.Opat; Catapory II; Exp B;
enclosed; C -C Inderlor(1); porch leo exposed; Lurnber DOL -1.33 plate WV DOL -1.00.
2) TNs fives Imo been dwo)od for a 10.0 psf bottom dwrd pve load mnconaurem wAh any Other 11 e
bads.
3) This htas Mq Am plate Impaction per Ilm Tooth Count Med od wt*n Ilia, h m Is chosen for q - ft
as"""hta,peetbn.
4) PrwAie nmdnarical oon nactlon (by omxs) of truss to bearing plate capable d wihsWdug 610 0
zp86 at pant 8 and 709 E uplift at pint 2.
LOAD CASE(9)
Standard
I
I
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166
0Tnsr -�Tnne
Type
Olr
ply &tdhs-Butctw Addillon
",.b,
IGwdon
00052o11
-07 a04
MONO TR
1
1 I
.Job ReNrerce I
I. BCG d Or4nda, Sanford, Flodde 32773 -
6.600 a Feb 5 2007 M1Tek InduatrMe. Inc. Fit May 2511:4039 2007 Pape 1
1.0-0 i 0 0
12 �-�
13-0.12
144 7.0-0
544
0-6.6
a- -M
omf15
n
I
740-0
,amu
12-4-4-
7-"
5-44
Rate O6seGi(]CYS:..I2-------
I
LOADING (psf)
SPACING 2-0-0
C11
DEFL in (bc) VW Ltd
PLATES GRIP
TCLL 20.0
Plat. khaaaea 1.25
TC 059
Vert(LL) -0.08 2-8 1999 380
MT20 244190
TCDL 10.0
Lunber Inaeese 1.26
BC 0.48
VM(TL.) 027 2-8 >6.i4 240
8CLL 0.0
Rep Stress Ina ' -- fES
WB 0.68
F wZ(TL) -0.03 6 rVa Na
CDL 10.0
Code FBC2004TPI2002
(Matte)
1Mnd(LL) 0.33 2-8 1444 240
Weight: 51 Ib
LUMBER
TOP CHORD 2 X 4 SYP Not
BOT CHORD 2 X 4 SYP Not
WEBS 2 X 4 SYP N0.3
SRACING
ITOPCHORD
: SOucbral wood etleattllrig directly applied or 4-" oc pterins. except and verticals.
BOTCHORD
Rlyd calling dlrec* "led or 4-214 od bredng.
REACTIONS Mtsize)
is 47M"
2 - 555810
Max Hwy _.
2 - 105(LC 3)
Melt Upon
0 - -616(LC 3)
2 =-714(LC 3)
i
FORCES (lb) - Mw*Tam Conlproa bWarinun Tension
TOPCHORD
,1-2 s am 2-3 - -143311737 3-4 • -103175
-7481
I4-5
BOTCHORD
i 2-0 • -17741379 7-8 - -17741379 8-7 - -17741379
WEBS
M = -427883 3-6 = -133911723
NOTES
1) YAnd: ASCE 7-02; 120mph (3-s000 d putt); h-17ft TCDL•4.0paF, BCDL-3.OpaY, Category 11; TV B;
enclosed: C -C Imerlof(1); porch tail exposed; Limber DOL -1.33 ptete grip DOL -1.00.
,e load ndnncurrawith try otherEve
i 2Utas hes been desgned for a 10.0 pal bottom chord 9alt
loade
3) This truss requires pleb Inapaecdon per the Tooth Court Method when Oda base Is chosen for quality
eaaurarha Irnpectiah.
4) Provide macnanlal correction (by others) of truss to baa&V plate capable of wtlutaMnp 616 lb
i .uplift m pint 6 and 714 Ib upon d joint 2.
LOAD CASES) .
Standard
1
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166
•
Fob: Truai
Tine Typa
qty
Ply. GmIon Butchw - Butctm Addllon
0007
201-07
ROB
MOW TR i
8
1I
Job RMannca
I`
BCG of Orlando, Sari". Flodds 32773
6.500 r Feb 5 2007 WT9k Indunim.. Inc. Fri May 25 11.40:29 2007 Pop 1
L:1-0-0.
8-10-0
15-1-12 1$-7-112
1 I
1-0-0
P
6-10-0
I
T-1
6.3-12 0-6-0
t
0-r u
rm(A"
a
Li
rani
a.=
v=
8-10-0
6-3-12
Plate O6aet3 (X.Y):0-112.0-0-
R z1,13:a112.a3vi.isaaa,o-t-e}
_
__ _.---------
--_ --._
LOADING (pot)
SPACING 2-0-0
CSI
DEFL
in
(bc) Wall Ltd
PLATES GRP
TCLL 20.0
Plat" lna•eas 125
. TC 0.82
Vert(LL)
-0.16
2-7 >999 360
NTT20. 244190
TOOL 100
Limber lnaeeee 1.25
8C 0.88
Verf(TL)
0.68
2-7 >306 240
SCLL 0
Strew Ina Rep StrInv YES
_.
_-..
WB 0.65
Hom(TL)
-0.05
5 We rot
BCDL t0.0
Coda FW20041TP12002
(Mato)
V*id(LL)
0.70
2-7 >255 240
V400L 62 b
LUMBER
TOP CHORC = X 4 S— Not
BOT CHORD 2 X 4 SYP Not
WEBS - 2 X 4 SYP NO3
BRACING
'TOPCHORD.
SbucWral wood Wmafhiry directly applied w 19.1 oc pts". a=W and wdicais.
IBOTCHORD
Rlpld calling direcUi applbd or 12-7 oc vackv.
i WEBS
1 Row 0 mktpl _- 3-6
REACTIONS (Metz•) --
5 591094
2 • fS8fl1010....
' A1mc Harz.
2--124(LC 3)
Mau Upift
6 •-749(LC 3)
2 -042(LC 3)
FORCES (b) - Maxhwm CompmmIomWwdmum Terwlon
TOPCHORD
1.2 • GIB. 2-3 • -171182134 3-4 •-98ofta
4.5. • -137778
BOTCHORD
2-7 = -218011719 6-7 - -217811719 541 - -2179/1719
WEBS
,3-7 = -5471339 3-5 = -17072163 -.-
NOTES
1) Y": ASCE 7-02; 120r11ph (3-eecord 9ue1): 11°'1711; TCDL•4.Opat: BCDL•3Apef: Colepory 11; Exn B;
erldosW: C -C Inlodor(1); pomp left exposed; LLrnber DOL=.1.33 plate grip DOL=1.00:
2) Thai trues has been deatprwd far a 10.0 pat boltm ct xd Wood nonconarmid v t1 arty other ilea
loads.
13) Thle trus requires pieta Ilnpedion per the Tooth Camt Metrad r4wn 1Ms tome la cf a for quality
aw rerlce thsp6dion.
4) Provide nwUler*W conrodbh (by others) of truss to beerIN plate capable of w&wtvidnp 749 b
I..
*at at OW 5 and 842 Ib uplift at Joint 2,
LOAD CASE(S)
Standard
SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401- NW. 74 AVE, MIAMI FL 33166
05-25-07
REV:
REV:
REV',
REF:
C
Fascias of new addition are not required to align with existing structure at any point
UU LU
0 N N
C)
I
TRUSS PLACEMENT PLAN.
SCALE = N.T.S.
8'-0" Frame Walls
DESIGN DATA:
LOADING CRITERIA: FBC 2004
ROOF LIVE: 20 PSE ROOF DEAD: 20 PSF
FLOOR LIVE:I PSF FLOOR DEAD:I PSF
WIND LOADING CRITERIA: ASCE 7-02
WIND DESIGN VELOCITY: 120 MPH
WIND DURATION FACTOR: 1.33
EXPOSURE: B CATEGORY: II
DESIGN ELEVATION: 17'-0" FT.
DEAD LOAD FOR UPLIFT: 7 LBS
IMPORTANCE FACTOR:LO0
GENERAL INFORMATION
READ ALL NOTES. TRUSSES WILL NOT BE
MANUFACTURED WITHOUT APPROVAL OF THIS
DRAWING.
WARNING AND INSTRUCTIONS: THOSE
INSTALLING AND USING THESE COMPONENTS
MUST READ AND FOLLOW THE WARNINGS AND
INSTRUCTIONS INCLUDED IN THE DELIVERY
AND ENGINEERING PACKAGE. DO NOT INSTALL
OR USE THESE COMPONENTS UNTIL THE FULL
DELIVERY PACKAGE 1S RECEIVED AND ALL THE
TRUSSES ARE VERIFIED FOR ACCURACY. REFER
TO HIB -91 SUMMARY SHEET (TRUSS PLATE
INSTITUTE RECOMMENDATIONS) AND INDIVIDUAL
TRUSS DESIGNS FOR MPORTANTINFORMATION
REGARDING BRACING AND INSTALLATION
THE ADVICE OF A PROFESSIONAL ENGINEER
OR REGISTERED ARCHITECT MUST BE
SOUGHT ON MATTERS RELATING TO BEARING
DESIGN, ANCHORAGE, BRACING, INSTALLATION
AND USE OF COMPONENTS. BCG OF ORLANDO
INC. IS NOT RESPONSIBLE FOR THESE
MATTERS. A PERMIT FROM THE BUILDING
DEPARTMENT IS REQUIRED TO INSTALL THESE
COMPONENTS. DO NOT INSTALL THESE
COMPONENTS UNTIL ONE IS OBTAINED.
CONTRACTOR MUST ADHERE TO ALL BUILDING
CODE REOUIREMENTS REGARDING THE
INSTALLATION AND USE OF TRUSSES.
INSTALLATION AND USE: DO NOT CUT OR ALTER
TRUSSES. DO NOT INSTALL OR USE DAMAGED
TRUSSES AND REPORT ANY DAMAGED TRUSSES
TO FABRICATOR, PROPER INSTALLATION AND
USE OF THESE COMPONENTS IS THE SOLE
RESPONSIBILITY OF THOSE PERSONS INSTALLING
AND USING THESE COMPONENTS.BCG OF ORLANDO
INC. IS NOT RESPONSIBLE FOR THE LIABILITIES
THAT MAY RESULT FROM FIELD STORAGE,
MISUSE OR IMPROPER INSTALLATION
OF THESE COMPONENTS INCLUDING,BUT NOT
LIMITED TO'. FAILURES, BOUILY INJURY, LOSS
OF PROPERTY AND/OR LIFE. TRUSSES MUST BE
INSTALLED BY CONTRACTORS WITH SUFFICIENT
EXPERIENCE IN TRUSS INSTALLATION AND
HANDLING
NO ALTERATION OF THE TRUSSES IS ALLOWED
WITHOUT PREVIOUS APPROVAL OF TRUSSES
MANUFACTURER. ANY UNAUTHORIZED
ALTERATION, REPAIR OR MODIFICATION OF THE
TRUSSES W ILL CAUSE BCG OF ORLANDO INC.
TO RELINQUISH RESPONSIBILITY FOR THE
STRUCTURAL SAFETY OF THOSE TRUSSES AND
TO NOTIFY THE BUILDING OFFICIALS.
THIS IS A TRUSS PLACEMENT DRAWING ONLY.
TRUSSES SHOWN ON THIS PLAN ARE A COMPONENT
PART OF THE STRUCTURE. THIS PLAN
IDENTIFIES TRUSS LOCATION, INST'-;..ER
MUST REFER TO INDIVIDUAL ENGINEERING
DRAWINGS FOR PROPER IDENTIFICATION
OF TRUSSES.
BRACING. ERECTION AND PERMANENT BRACING
(WHICHIS ALWAYS REQUIRED) ARE THE
RESPONSIBILITY OF THE CONTRACTOR NOT THE
TRUSSFABRICATOR. REFER TO INDIVIDUAL
TRUSS DESIGNS AND ARCHITECTURAL OR
ENGINEERING DRAWINGS FOR ADDITIONAL
BRACING REQUIRED TO BE INSTALLED
DURING ERECTION, REFER TO ARCHITECTURAL
DRAWINGS FOR BRACING REQUIRED TO RESIST
WIND AND OTHER SPECIFIC LOADING
CONDITIONS. PERSONS ERECTING TRUSSES ARE
CAUTIONED TO SEEK PROFESSIONAL- ICE
REGARDING ERECTION BRACING WHICH IS
ALWAYS REQUIRED TO PREVENT TOPPLING AND
COLLAPSING DURING NSTALLATI-F TRUSSES
SHALL BE ERECTED AND FASTENED IN A
STRAIGHT AND PLUMB POSITION.
BEARINGS, ALL BEARINGS, BEARINGS DESIGNS.
BRACING AND ANCHORAGE, ARE RESPONSIBILITY
OF THE PROJECT DESIGNER. REFER TO
INDIVIDUAL TRUSS DESIGNS FOR REACTIONS AND
UPLIFTS. TRUSSES MAY NOT BEAR ON ANY
INTERIOR WALL OR PARTITION UNLESS
DESIGNED FOR SAME.
GIRDERS: GIRDER PLIES SHOULD BE FIELD
CONNECTED BY BUILDER AS SHOWN IN THE
INDIVIDUALTRUSS DESIGNS.
SPACING: TRUSS SPACING 24" O C. UNLESS
OTHERWISE NOTED ON LAYOUT.
HANGERS'. TRUSS MANUFACTURER WILL ONLY
SU SU RELY. STANDARD LIGHT GAGE TRUSS TO TRUSS
CONNECTORS AS SHOWN ON TRUSS
PLACEMENT DRAWINGS.
ACCEPTANCE AND APPROVAL ALL DIMENSIONS,
QUANTITIES. LOADING AND DETAILS ON THIS
PLAN AND ON INDIVIDUAL TRUSS DESIGNS MUST
BE REVIEWED AND APPROVED BY THE PROJECT
ARCHITECT, ENGINEER AND/OR CONTRACTOR
BEFORE FABRICATION. BYACCEPTIHG.
REVIEWING OR AUTHORIZING FOR FABRICATION
THE TRUSSES DESCRIBED IN THIS DRAWING,
TME BUYER OR BUYER'S REPRESENTATIVE
ACCEPTS ALL CONDITIONS DESCRIBED HEREIN.
BC
BCG
OF ORLANDO, INC.
901 East 26th Place, Sanford, FL, 32773-
San—Office (407)330-5903
FAXN—b,, (407)330-5904
SC
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BCG
OF ORLANDO, INC.
901 East 26th Place, Sanford, FL, 32773-
San—Office (407)330-5903
FAXN—b,, (407)330-5904
SC
c..
OF ORLANDO, INC.
July 10, 2007
901 EAST 26 PLACE
SANFORD, FL 32773
PHONE: 407-330-5903
FAX:407-330-5904
RE: Addition to Butcher Residence 1606 S. Magnolia Ave.Sanford, Florida REVISION
To whom it may concern:
It has been brought to our attention that our customer, Gordon Butcher, would like to use 1x12
pine boards for roof sheathing rather than the plywood specified on his plans.
We have been asked by the architect to verify that the trusses will carry the additional dead load
from using I x boards for sheathing rather than the ''/2" plywood shown on the plans.
Industry standard for the dead load superimposed by 11/2" plywood is 1-1/2 pounds per square
foot. Guidelines for the use of a 1 x material would be 2.1 pounds per square foot. This slight
difference of 0.6 pounds per square foot would have no effect on the truss designs, but to
adequately assure everyone, I have taken one additional step.
I have included copies of the original designs with a 10 pound per square foot dead load and a
revised set of drawings with a 15 pound per square foot dead load. As you can clearly see
from the second set of drawings, the addition of 5 more pounds of dead load to the truss designs
had no effect whatsoever on the lumber or plate requirements for the trusses.
SiWw,
Bob Clark
Design Manager, BCG of Orlando
Job Truss Truss Type I Qty Ply Gordon Butcher --'Butcher Addition
.0003-2
3802-1 R01 MONO TR 5 1
Job Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:46:18 2007 Page 1
-2-0-0 8-8-11 15-0-8
2-0-0 8-8-11 6-3-13
Scale =1:28.5
2.00 V2
LOADING (psf)
SPACING
2-0-0
TCLL
20.0
Plates Increase
1.25
TCDL
15.0
Lumber increase
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2004/TP12G32
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-5-13 oc ;purlins, except end verticals.
BOT CHORD
Rigid c- piling directly applied or 3-5-8 oc bracing.
WEBS
1 Row at midpt 3-6
REACTIONS (Ib/size)
6 = 653/0-5-8
2 = 827/0-3-8
Max Horz
2 = 139(LC 3)
Max Uplift
6 = 735(LC 3)
2 = .;937(LC 3)
FORCES (fb)
Maximum Compression/Maximum Tension
TOP CHORD
1-2 = 0/22
2-3 = -1953/2062
3-4 = -119/65
4-5 = -106/72
5-6 = -166/84
BOT CHORD
2-8 = -2107/1876
7-8 ;2107/4 876
6-7 2107/1876
WEBS
3-8 = -,525/334
3-6 = -1851/2077
2x4 II 3x4 = 3x8 =
8-8-11
8-8-11
CSI
DEFL
in
(loc)
I/defl
L/d
TC 0.65
Vert(LL)
-0.15
2-8
>999
360
BC 0.67
Vert(TL)
0.51
2-8
>345
240
W13 0.63
Horz(TL)
0,05
6
n/a
n/a
(Matrix)
Wind(LL)
0.62
2-8
>286
240
WEBS
3-8 = -525/334
3-6 = -1851/2077
NOTES
1) Wind: ASCE 7-02; 120mph (3 -second gust);
h=17ft; TCDL=4.Opsf;'BCDL=3.Opsf;. Category
11; Exp B; enclosed; C -C Interior(!); porch left
exposed; Lumber DOL=1.33 plate grip
DOL=1.00.
2) This truss has been designed for a 10.0 psf
;bottom chord live load nonconcurrent with any
other live loads.
3) This truss requires plate inspection per the
tooth Count Method when this truss is chosen
for quality assurance inspection.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
735 lb uplift at joint 6 and 937,1b uplift at joint 2.
LOAD CASE(S)
'Standard
15-0-8 1,5-6-p
6.3-13 0-5-8
PLATES GRIP
MT20 244/190
Weight: 63 lb
`9 Job
3802-1
I BCG of Orlando,
-2-0-0
2-0-0
Truss Truss Type Qty Ply Gordon Butcher -- Sutct
R01GE GABLE END `1 1
Job Reference (optional
d, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc. Tu
15-0-8
2.00 V2
iition
;9004 - 2
0 11:46:33 2007 Pagel
Scale = 1:28:5
8
3x4 =
-- 3x4 =
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
1/dell
L/d
TCLL
20.0
Plates Increase
1.25
TC 0.58
Vert(LL)
0.04
1
n/r
180
TCDL
15.0
Lumber Increase
1.25
BC 0.38
Vert(TL)
0.11
1
n/r
120
BCLL
0.0
Rep Stress'incr
NO
WB 0.08
Horz(TL)
0.00
10
n/a
nIa
BCDL
10.0
Code FBC2004/TPI2002
(Matrix)
Wind(LL)
0.04
1
n/r
120
PLATES GRIP
MT20 244/190
Weight: 61 Ib
LUMBER
TOP CHORD
2 X 4 SYP No.2
;FORCES (lb)
4) All plates are 2x4 MT20 unless otherwise
BOT CHORD
2 X 4 SYP No.2
(Maximum Compression/Maximum Tension
indicated.
WEBS
2 X 4 SYP No.3
TOP CHORD
5) This truss requires plate inspection per the
OTHERS
2 X 4 SYP No.3
1-2 = 0/22
Tooth Count Method when this truss is chosen
BRACING
2-3 = -82/38
for quality assurance inspection.
TOP CHORD
3-4 = -43/0
6) Gable requires continuous bottom chord
Structural wood
sheathing directly applied or 6-0-0
4-5 = -35/0
bearing.
oc,puelins, except end verticals.
5-6 = -34/12
7) Gable suds spaced at 2-0-0 oc.
BOT CHORD
—
6-7 = -19/4
8) Provide mec'!-.anical connection (by others) of
Rigid ceiling directly
applied or 10-0-0 oc bracing.
7-8 = -17/4 ___
truss to bearing plate capable of withstanding 17
8-10 = -58/31
Ib uplift at joint 10, 285 Ib uplift at joint 2, 6 l
REACTIONS
(Ib/size)
BOT CHORD
uplift at joint 9, 58 lb uplift at joint 11, 75 Ib uplift
10 =
87/15-6-:0
2-15 = -5/5
at joint 12, 108 Ib uplift at joint 14 and 168 Ib
2 =
424/15-6-0
14-15 = =5/5
uplift at joint 15.
9 _
3/15-6-0
13-14
11 =
163/15.6-0
12-13 = -595
12 =
253/15-6-6
11-12 = -5/5
LOAD CASE(S)
14 =
-108/15-6-010-11
= '5/5
Standard
15 =
672915-6-0
9-10 = 0/0
Max Horz
WEBS
2 =
139(LC 3)
7-11 = -131/69
;Max Uplift
6-12 = 189/92
10 --
-17(LC, 3)
4-14 = 71157
2
-,285(LC 3)
3-15 = -487/215
'9 =
-6(LC 3)
11 =
-58(4-C 3)
!NOTES
12 =
-75(LC 3)
1) Wind: ASCE 7-02; 120mph (3 -second gust);
14 =
-108(LC,1)
n=17ft; TCDL=4.0psf; BCDL=3.0psf; Category
15 _
-168.( C 3)
11; Exp B; enclosed; C C lnterior(1); porchleft
Max Grav
exposed; Lumber DOL=1.33 plate grip
10
87(LC 2)
DOL=1:00.
2 =
424(LC 1)
2) Truss designed for wind loads in the plane of
9 =
3(LC 1)
the truss only. 'For studs exposed to wind
11
163(C 1)
(normal to the face), see'MiTek "Standard
12 =
253(LC 1)
Gable End Detail"
15 _
�672(LC 1)
3) This truss has been designed for a 10.0 psf
bottom,chord live load nonconcurrent with any
other liue'loads.
Job Truss Truss Type Qty Ply Gordon Butcher --'8
13802-1 R02 MONO TR 1 1
_ Job Reference o ti
BCG c4 Orlando, Sanford, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc.
-2-0-0 7-11-7 14-3-
2-0-0 7-11-7 6-4-1
cher Addition
0005 - 3
al)
Fue Jul 10 11:46:46 2007 Page 1
8
Scale =1:27.
2.00 12
3x4 11
5
2x4 11 9x4 = 4x6
_ 7-11-7 14-3-8 14-9-p
7-11-7 6.4-1 0-5-8
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 15.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress incr YES
BCDL 10.0 Code FCO200"ITP12002
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD
Structural wood sheathing directly arplied or
3-10-8 oc purlins, except end verticals...
BOT CHORD
Rigid ceiling directly applied or 3-9-7 oc bracing.
WEBS
1 Row at midpt 3 6
REACTIONS (Ib/size)
6 = 618/0-5-8
2 794/0-3-8
Max'Horz
2 = 134(LC 3)
Max Uplift
6 _-699(LC 3)
2 -,904(1-C 3)
FORGES (lb)
Maximum Compression/Maximum Tension
TOP CHORD
1-2 0/22
2-3 = -3894/2011
3-4
4-5 _ -101/97
5-6 = -178/92
BOT CHORD
2-8 = 72053/1822
7-8 = -2053/1822
6-7 = -2053/1822
WEBS
3-8 -482/305
3-6 = -1763/1984
CSI
DEFL
in
(loc)
I/deft
Ud
TC 0.58
Vert(LL)
-0.11
2-8
>999
360
;13C 0.59
Vert(TL)
-0.39
2-8
>435
240
WB 0.60
Horz(TL)
-0.05
6
Wa
n%a
(Matrix)
Wind(LL)
0.46
2-8
>364
240
WEBS
3-8 = -482/305
3-6 = -1763/1984
NOTES
1) Wind: ASCE 7-02; 120mph (3 -second gust);
?h=17ft; TCDL=4.Opsf;'BCDL=3.Opsf; Category
II; Exp B; enclosed; C-C'Interior(1); porch left
exposed; Lumber DOL=1.33,plate grip"`
DOL=1.00.
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) This truss requires plate inspection per the
Tooth Count Method when this truss is chosen
for quality assurance'inspection.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
699 Ib uplift at joint 6 and 904 Ib uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 60 lb _
Job
Truss
Truss Type
Qty
Ply
Gordon Butcher --:Butcher Addition
,,0002-1
3802-1
R02GE
GABLE END
1
1
Job Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark
6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:00 2007 Page 1
-2-0-0
15-8-8
2-0-0
15-8-8
Scale = 1:29.
2.00 22
8
5x6 =
7
6
5
4
Ni
3
T
_..
T
2
0
3x4=
_-
3x4
= -
15-8-8
1,6-2-p
15-8-8
0-5-8
Plate Offsets X,Y : 5:0-3-0,0-3-0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc)
1/deft Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) 0.02 1
n/r 180
MT20 244/190
TCDL 15.0
:Lumber Increase 1.25
BC U.23
Vert(TL) 0.04 1
nlr 120
BOLL 0.0
Rep Stress Incr NO
WB 0.06
Horz(TL) -0.00 14
n/a n/a
BCDL 10.0
Cede FBC2004/TP12002
(Matrix)
WindI(LL) O:06 1
n/r _-120 _
Weight: 64 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
4) All plates are 2x4 MT20 unless otherwise
BOT CHORD 2 X 4 SYP No.2
2-3 = -95/40
indicated.
WEBS 2 X 4 SYP No.3
3-4 = -62/3
5) This truss requires plate inspection per the
OTHERS 2 X 4 SYP rdu.3
4-5 = -53/21
Tooth C-unt Method when this truss is chosen
BRACING
5-6 = -32/5
for quality assurance inspection.
TOP CHORD -
6-7 = -18/7
6) Gable requires continuous bottom chord
Structural wood sheathing directly-applied or 6-0-0
7-8 = -17/4
bearing.
oc purlins, except end verticals.
8-10 = '56/30
7) Gable studs spaced at 2-0-0 oc.
BOT CHORD
BOT CHORD
- 8) Provide mechanical connection (by others) of
Rigid ceiling directly applied or 6-0-0 oc bracing.
2-16 = -5/1
truss to bearing plate capable of withstanding 16
15-16 = -5/1
Ib uplift at joint 10, 275 lb uplift at joint 2, 6 lb
REACTIONS (Ib/size)
14-15 = -5/1
uplift at joint 9, 60 Ib uplift at joint 11, 59 Ib uplift
10 = 81/16-2-0
13-14 _ -5/5
at joint 12, 64 lb uplift at joint 14, 53 Ib uplift at
2 382/16-2-0
12-13 = =5/5joint
15 and 100 lb uplift at joint 16.
9 = 5/16-2-0
11-12 _ -5/5
11 = 186/16-2-0
10-11 5/5
12 = 164/16-2-0
9-10 = 0/0
LOAD CASE(S)
14 = 222/16-2-0
WEBS
Standard
15 = 28/16-2-0
7-11 = -146/74
16 = 488/16-2-0
6-12 - -127/69
Max Horz
5-14 = 169/82
2 _ 144(LC 3)
4-15 - -85/42
Max Uplift
3-16 = -361/151
10 = -16(LC 3)
2 _-275(LC 3)
:NOTES
9 _ -6(LC 3)
1,) Wind: ASCE 7-02; 120mph (3-second ,gust);
11 _ --.60(LC 3)
h=17ft;'TCDL=4.Opsf; BCDL=3:Opsf; Category
12 =-59(LC: 3)
11; Exp `B; ;enclosed; C-C Interior(1); porch left
14 = -64(LC 3)
exposed; 'Lumber DOL=1.33 plate grip
15 = -53(LC 3)
DOL=1.00.
16 =-100(LC 3)
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed .to wind
FORCES (Ib)
f(normal'to the face), see 'MiTek "Standard
Maximum Compression/Maximum Tension
:Gable `End Detail''
TOP CHORD
3) This truss has'been designed for a 10.0 psf
1-2 = 0/22
;bottom chord live load nonconcurrent with any
;other live loads.
Job
Truss
Truss Type
Qty
Ply
Gordon Butcher -- Butcher Addition
+0007 - 3
3802-1
R03
MONO
TR
3
1
Job Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark
6.500 s Feb 5 2007 MiTek industries, Inc. Tue Jul 10 11:47:14 2007 Page 1
-2-0-0
7.1-2
13-5-8
2-0-0
7-1-2
6-4-6
Scale =1:25.
2.00 12
3x4 11
5
3x4 =
4
3x8 =
3
1
M
I :
IXI
3x6 = 3x4 =
8 7
6
2x4 11 3x4 =
5x6 =
7-1-2
13-5-8 1 x-11;0
7-1-2
6-4-6 0-5-8
Plate Offsets (X,Y): 2:0-3-7,0-0-2
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.69
Vert(LL) -0.09 2-8 >999
360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.52
Vert(TL) -0.29 2-8 >538
240
BCLL 0.0
Rep Stress Incr YES
WB 0.57
Horz(TL) -0.04 6 n/a
n%a
BCDL 10.0
---ode FBC2004/TP12002
(Matrix)
Wind(LL) 0.33 .. 2-8 >473
240
Weight: 57 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
WEBS
BOT CHORD 2 X 4 SYP No.2
3-8 = -435/274
WEBS 2 X 4 SYP No.3
3-6 = -1661/1877
BRACING
TOP CHORD
NOTES
Structural wood sheathing directly applied or 4-2-5
1) Wind: ASCE 7-02; 120mph (3 -second gust);
oc purlins, except end v-Tticals.
h=17ft; TCDL=4.0psf; BCDL=3.0psf; Category
BOT CHORD
II; Exp B; enclosed; C -C Interior(1); porch left
Rigid ceiling directly applied or 4-0-13 oc bracing.
exposed; Lumber DOL='(.33 plate grip
WEBS
DOL=1.00.
1 Row at midpt 3-6
2) This truss has been designed for a 10.0 psf
:bottom chord live load nonconcurrent with any
,REACTIONS ,(Ib/size)
other live loads.
6 580/0-5-8
3) This truss requires plate inspection per'the
2 = 757/0-3-8
Tooth Count Method when this truss is chosen
Max Horz
for quality assurance inspection.
2 = 129(LC 3)
4) Provide mechanical connection (by others) of
Max Uplift
truss to bearing plate capable of withstanding
6 =-658(LC 3)
658 Ib uplift at joint 6 and 866 Ib uplift at joint 2.
2 =-866(LC 3)
FORCES (Ib)
LOAD CASE(S)
Maximum Compression/Maximum Tension
Standard
TOP CHORD
1-2 0/22
2-3 = -1825/1949
3-4 = ='x66/123
4.5 = -129/127
5-6 = -190/100
BOTCHORD
2-8 = -1988/1758
i
7-8 = -1988/1758
6-7 = -1988/1758
WEBS
3-8 -435/274
3.6 = -'g661/1877
Job
Truss
Truss Type
;
Qty
Ply
Gordon Butcher —'Butcher Addition
+.0006 - 3
3802-1
R04
MONO
TR
?
1
1
Job Reference o tional
BCG of Orlando, Sanford,
Florida 32773, Bob Clark
6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:28
2007 Page 1
2-0-0
7-2-8
13-6-14
r--
2-0-0
7-2-8
6-4-6
Scale = 1:26.1
2.00 V2
3x4 II
5
3x4 =
4
3x8 =
3
1
i
2Li
i
M
1,
0
3x6 = 3x4 =
8 7
6
2x4 II 3x4 =
':5x6 =
`
7-2-8
13-6-14
14-0-¢
7-2-8
6-4-6
0-5-8
Plate Offsets (X,Y):
2:0-3-7,0-0-2
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(loc) I/defl Ud
PLATES
GRIP
TCLL 20.0
Plates Increase
1.25
TC 0.,68
Vert(LL) -0.09
2-8 >999 360
MT20
244/190
TCDL 15.0
Lumber Increase
1.25
BC 0.53
Vert(TL) -,0.30
2-8 >525 240
BCLL 0.0
Rep Stress Incr
YES
WB 0.57
Horz(TL) -0.04
6 n/a n/a
BCDL �a.0 -
Code FBC2004/TP12002
(Matrix)
Wind(LL) 0.35
2-8 >457 240
Weight: 58 Ib
i -
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACING
TOPCHORD
Structural wood -sheathing directly applied or
4-1-14 oc,purlins, except end verticals.
BOICHORD
Rigid ceiling directly applied or 4-0-5 oc •bracing
WEBS
1 Row at midpt 3-6
:REACTIONS (Ib/size)
6 585/0-5-8
2 76.2/0-3-8
Max'Horz
2 = 130(LC 3)
Max'Upiift
6 ==664(LC 3)
2 =-871,(LC 3)
FORCES ((Ib)
Maximum Compression/Maximum Tension
TOP CHORD
1-2 = '0/22
2.3 = -1835/1958
3-4 = -362/118
4-5 = -125/123
5-6 = -189/99
BOT CHORD
2-8 = -1998/1767
7-8 = -3998/1767
6-7 = -1998/1767
WEBS
3-8 -442/279
3-6 = -1675/1892
L
WEBS
3-8 = -442/279
3-6 = -1675/1892
NOTES
1) Wind: ASCE 7-02; 120mph (3 -second gust);
h=17ft; TCDL=4.0psf; BCDL=3 Opsf; Category
ll; Exp B; enclosed; C -C Interior(1); porch left
exposed; Lumber'UOL=1.33 plate grip
DOL=1:00.
2) This truss has been designed for a 10.0 psf
,bottom chord live load nonconcurrent with any
other live loads.
3) This truss requires plate inspection per the
Tooth Count Method when this truss is chosen
for quality assurance inspection.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
664 lb uplift at joint 6 and 871 Ib uplift ai joint 2.
LOAD CASE(S)
Standard
I, Job I Truss Truss Type Qty Ply Gordon Butcher --'Butcher Addition
• 0001 -1
3802-1 R05 MONO TR 8 1
Job Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:43 2007 Page 1
-2-0-0 84-6 15-8-8
2-0-0 8-4-6 7-4-2
Scale 1:29.71
2.00 F12
3x4 II
5
2x4 11 3x4 = 5x8 =
8-4-6 15-8-8 1,6-2-,0
8-4-6 7-4-2 0-5-8
fsets (X.Y): 12:0-1-12.0-1-81.16:0-3-8.0-2-81
LOADING (psf)SPACING
DEFL
2-0-0
TCLL
20.0
Plates Increase
1.25
TCDL
15.0
Lumber Increase
1.25
BCLL
0.0
Rep Stress Incr
YES
BCD'-
- 0.0
Code FBC2004/TP12002
LUMBER
TOP CHORD 2 X 4 SYP N0.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACIivu
TOP CHORD
Structural wood sheathing directly applied or 3-5-2
oc purlins, PXcept end verticals.
BOT CHORD
Rigid ceiling directly epplied or 3-4-8 oc bracing.
WEBS
1 Row at midpt 3-6
REACTIONS (db/size)
6 = ',683/0-5-,8
2 = 856/0-3-8
Max Horz
2 = 144(LC 3)
Max Uplift
6 =-767(LC 3)
2 =-:967(LC 3)
FORCES (Ib,)
Maximum Compression/Maximum Tension
TOP CHORD
1-2 = 0/22
2-3 = -2198/2328
3-4 = -175/118
4-5 = -131/127
5-6 = -213/107
BOT CHORD -
2-8 -.2374/2121
7.8 = -2374/2121
6-7 4374/2121
WEBS
3=8 = _525/333
3-6 = -2030/2271
CSI
DEFL
in
(loc)
I/deft
Ud
TC 0.85
Vert(LL)
-0.14
2-8
>999
360
BC 0.68
Vert(TL)
-0.48
2-8
>382
240
WB 0.68
Horz(TL)
0.06
6
n/a
n/a
(Matrix)
Wind(LL)
0.57
2-8
>324
240
WEBS
3-8 = -525/333
3-6 = -2030/2271
NOTES
1) Wind: ASCE 7-02; 120mph (3 -second gust);
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category
II; Exp B; enclosed; C -C Interior(1); porch left
exposed; Lumber DOL=1.33 plate grip
DOL=1.00.
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
3) This truss requires plate inspection;per'the
Tooth Count Method when this truss Is chosen
for quality assurance inspection.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
767 Ib uplift at joint 6 and 967 Ib uplift at joint 2.
LOAD CASE,(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 66 Ib
,0003-2
3802-1 R01 MONO TR 5 1
Job Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:53 2007 Page 1
-2-0-0- -' 8-8-11 15-0-8
r
2-0-0 8-8-11 6-3-13
Scale = 1:28..
2.00 12
2x4 II 3x4 = 3x8 =
i 8-8-11 15-0-8 1,5 -b -p
r
8-8-11 6-3-13 0-5-8
Plate Offsets (X,Y): [2:0-1-12,0-1-8], 6:0-3-8,0-1
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates increase 1.25
TCDL 10.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2004/TPI2002
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD
Structural wood sheathing directly applied or
3-11-6 oc,purlins, except end verticals.
BOT CHORD
Rigid ceiiing directly applied or 3-5-8 oc bracing.
WEBS
1 Row at midpt 3-6
REACTIONS (ib/size)
6 580/0-5-8
2 = 730/0-3-8
Max'Horz
2 = 139(LC 3)
Max Uplift
6 = 735(LC 3)
2 937(LC 3)
'FORCES (ib)
Maximum Compression/Maximum Tension
TOP CHORD
1-2 = 0/19
2-3 = -1737/2062
3-4 -104/65
4-5 = -93/72
5-6 = -142/84
BOT CHORD
2-8 = -2107/1670
j 7-8 = -2107/1670
6-7 = -,2107/1670
WEBS
3-8 525/332
3-6 -1648/2077
CSI
DEFL
in
(loc)
I/defl
Ud
TC 0.62
Vert(LL)
-0.15
2-8
>999
360
JBC 10.62
Vert(TL)
0.51
2-8
>345
240
WB 0.63
Horz(TL)
-0.05
6
n/a
n/a
(Matrix)
Wind(LL)
0.62
2-8
>286
240
WEBS
3-8 = -525/332
3-6 = -1648/2077
NOTES
1) Wind: ASCE 7-02; 120mph (3 -second gust);
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category
'II; Exp B; enclosed; C -C Interior(1); porch left
exposed; 'Lumber enclosed';
plate grip
4DOL=1:00.
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
.'other live loads.
!3) This truss requires plate inspection per the
Tooth Count Method when this truss is chosen
for quality assurance inspection.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
735 Ib uplift at joint 6 and 937 Ib uplift at joint 2.
;LOAD CASE(S)
'Standard
PLATES GRIP
MT20 244/190
Weight: 63 lb
r Job
Truss
Truss Type
QtyPly
Gordon Butcher --'Butcher Addition
0004-2
3803-1
R01GE
GABLE END
1
1
Job Reference (optional)
BCG of Orlando, Sanford,
Florida 32773, Bob Clark
6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:54 2007 Page 1
-2-0-0
15-0-8
2-0-0
15-0-8
Scale =1:28.
2.00 12
8
3x4 -
6
4
5
31
T Vv
T
T
M 2
LU DB2 Li Li I
0
3x4 -
3x4 —
15-0-8
r
15-0-8
0-5-8
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.50
Vert(LL) 0.04 1
n/r 180
MT20 244/190
TCDL 10.0
Lumber Increase 1.25
BC 0.37
Vert(TL) 0.11 1
n/r 120
BCLL 0.0
Rep Stress Incr NO
WB r0.07
Horz(TL) 0.00 10 n/a n/a
j BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Wind.(LL) 0.04 1
n/r 120
Weight: 61 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
FORCES (Ib)
4) All plates are 2x4 MT20 unless otherwise
BOT CHORD 2 X 4 SYP No.2
Maximum Compression/Maximum Tension
indicated.
WEBS 2 X 4 SYP No.3
TOP CHORD
5) This truss requires plate inspection per the
OTHERS 2 X 4 SYP No.3
1-2 = 0/19
Tooth Count Method when this truss is chosen
BRACING
2-3 _ -82/33
for quality assurance inspection.
TOP CHORD
3-4 = -37/0
6) Gable requires continuous bottom chord
Structural wood sheathing directly applied or 6-0-0
4-5 -35/0
bearing.
oc purlins, except end
verticals.
5-6 = -34/11
7) Gable stuU spaced at 2-0-0 oc.
BOT CHORD
6-7 = -17/4
8) Provide mech-nical connection (by otriers) of
Rigid ceiling directly applied
or 10-0-0 oc bracing.
7-8 = -15/4
truss to bearing plate capable of withstanding 17
8-10 = -50/31
Ib uplift at joint 10, 285 lb uplift at joint 2, 6 Ib
REACTIONS (Ib/size)
'BOT CHORD
uplift at joint 9, 58 Ib uplift at.joint 11, 751b uplift
10 =
79/15-6-0
2-15 -5/5
at joint 12, 97 Ib uplift at joint 14 and 168 Ib uplift
2
371/15-6-0
14-15 = ;5/5
at joint 15.
9 =
3/15-6-0
13-14 = 5/5
11 =
145/15-6-0
12-13 = '5/5
12 =
226/15-6-0
11-12 = =5/5
+LOAD CASE(S)
14 =
_97/15-6-0
10-11 = 25/5
-Standard
15 =
599/15-6-0
9-10 = 0/0
Max Horz
WEBS
2 =
139(LC 3)
7-11 = -113/69
Max Uplift
6 12 = -162/92
10
-17(LC 3)
4-14 = -1/51
2 =
-'285(LC 3)
3-15 = -420/215
9 =
-6(LC 3)
11 =
'58(LC 3)
NOTES
12 =
-75(LC 3)
1) Wind: ASCE 7-02; 120mph (3 -second gust);
14 =
-97(LC 1)
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category
15 =
-168(LC 3)
11; Exp B; enclosed; C -C lnterior(1); :porch left
Max Grav
exposed; Lumber DOL=1.33 plate grip
10 =
80(LC 2)
'DOL=1.00.
2 =
371 (LC 1)
2) Truss designed for wind loads in the plane of
9 =
2(LC 1)
3the truss only. For studs exposed to wind
11 =
145(LC 1)
normal to the face), see 'MiTek "Standard
12 _
226(LC 1)
:Gable End Detail"
15 =
599(LC 1)
3) This truss `has been designed for a 10.0 ,psf
bottom chord live load nonconcurrent with any
otherlive loads.
Job Truss Truss Type . Qty Ply Gordon Butcher --'Butcher Addition
0005-3
3802-1 R02MONO TR
Job Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:54 2007 Page 1
-2-0-0 7-11-7 14-3-8
2-0-0 7-11-7 6-4-1
Scale =1:27.3
2.00 12
3x4 11
5
2x4 II 3x4 = 4x6 =
7-11-7 14-3-8 14-9-p
r
7-11-7 6-4-1 0-5-8
Plate Offsets (X,Y):
2:0-3-7,0-0-2
i TOP CHORD 2 X 4 SYP No.2
WEBS
BOT CHORD 2 X 4 SYP No.2
3-8 = -482/305
WEBS 2 X 4 SYP No.3
3-6 = -1570/1984
BRACING
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plates Increase
1.25
TC 0.57
Vert(LL)
-0.11
2-8
>999
360
MT20 244/190
TCDL 10.0
Lumber increase
1.25
SC 0.54
Vert(TL)
0.38
2-8
>441
240
6 = '699(LC 3)
BCLL 10.0
Rep Stress Incr
YES
WB 0.60
Horz(TL)
-0.05
6
n/a
n/a
1-2 = 0/19
BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Wind(LL)
0.46
2-8
>364
240
Weight. 60'.b
BOT CHORD
2-8 _ -2053/1622
7-8 = -2053/1622
6-7 = -2053%1622
WEBS
LUMBER
i TOP CHORD 2 X 4 SYP No.2
WEBS
BOT CHORD 2 X 4 SYP No.2
3-8 = -482/305
WEBS 2 X 4 SYP No.3
3-6 = -1570/1984
BRACING
TOP CHORD
NOTES
Structural wood sheathing directly applied or 4-3-2
1) Wind: ASCE 7-02; 120mph (3 -second gust);
oc purlins, except end verticals.
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category
BOT CHORD
II; Exp B; enclosed; C -C Interior(1); porch left
Rigid ceiling directly applied or 3-9-7 oc bracing.
exposed; Lumber DOL=1.33 plate grip
WEBS
DOL=1.00.
1 Row at midpt 3-6
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
,REACTIONS (Ib/size)
other live loads.
6 = 550/0-5-8
3) This truss requires plate inspection :per the
2 = 700/0-3-8
Tooth Count Method when this truss is chosen
Max Horz
'for quality assurance inspection.
2 = 134(LC 3)
4) Provide mechanical connection (by others) of
Max Uplift
truss to bearing plate capable of withstanding
6 = '699(LC 3)
11699 lb uplift at joint 6 and 904 Ib uplift at joint 2.
2 ;904(LC 3)
FORCES Pb)
;LOAD CASE(S)
Maximum Compression/Maximum Tension
Standard
TOP CHORD
1-2 = 0/19
2-3 = -1685/2011
3-4 = -123/90
4-5 = -90/97
5-6 1= -153/92
BOT CHORD
2-8 _ -2053/1622
7-8 = -2053/1622
6-7 = -2053%1622
WEBS
3-8 = -482/305
3=6 = -1570/1984
i
L_.
Job
Truss
Truss Type
Oty
Ply
Gordon Butcher --;Butcher Addition
1
0002-1
3802-1
R02GE
GABLE END
1
1
Job Reference, (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark
6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:55 2007 Page 1
-2-0-0
15-8-8
2-0-0
15-8-8
Scale =1:29.
2.00 12
i3
5x6 =
7
6
5
4
1
3
T
T
T
M 2
0
30 =
3x4 —
15-8-8
1,6-2-,0
15-8-8
0-5-8
Plate Offsets (X,Y): 5:0-3-0,0-3-0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc)
I/deft L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) 0.02 1
n/r 180
MT20 244/190
TCDL 10.0
Lumber Increase 1.25
BC 0.23
Vert(TL) 0.05 1
n/r 120
BCLL 0.0
Rep Stress Incr NO
WB 0.05
Horz(TL) -0.00 14
n/a n/a
BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Wind(LL) 0.06 1
n/r. 120
Weigi.t: 64 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
4) All plates are 2x4 MT20 unless otherwise
BOT CHORD 2 X 4 SYP No.2
2-3 = -95/34
indicated.
WEBS 2 X 4 SYP No.3
3-4 = -62%2
5) This truss requires plate inspection per the
OTHERS 2 X 4 SYP No.2
4-5 = -53/18
Tooth Count Method when this truss is chosen
BRACING
5-6 = -32/4
for quality assurance inspection.
TOP CHORD
6-7 = -18/6
6) Gable requires cont;r.uous bottom chord
Structural wood sheathing directly applied or 6-0-0
7-8 = -15/3
bearing. _._
oc purlins, except end verticals.
8-10 = -48/30
7) Gable studs spaced at 2-0-0 oc.
BOT CHORD
'BOT CHORD
8) Provide mechanical connection ,(by others) of
Rigid ceiling directly applied or 6-0-0 oc bracing.
2-16 = -5/1
truss to bearing plate capable of withstanding 16
15-16 = -5/1
Ib uplift at joint 10, 275 Ib uplift at joint 2, 6 ib
REACTIONS (Ib/size)
14-15 = -5/1
uplift at joint 9, 60 Ib uplift at joint 11, 59 Ib uplift
10 - 73/16-2-:0
13-14 = -5/4
%a`tjoint 12, 64 Ib uplift at joint 14 '153 Ib uplift at
2 = 334/16-2-0
12-13 = -5/4
joint 15 and 100 lb uplift at joint 16.
9 = 4/16-2-0
11-12 -5/4
11 = 165/16-2-0
10-11 = 'S/4
12 = 146/16-2-0
9-10 = 0/0
-LOAD CASE(S)
14 197/16-2-0
'WEBS
'Standard
15 = 23/16-2-0
7-11 = -125/74
16 = 436/16-2-0
6-12 -109/69
Max Horz
t5-14 = -14,5/82
2 144,(LC 3)
14-15 _ -29/42
Max Uplift
3-16 = -311!151
10 = -16(LC 3)
2 =-275(LC 3)
NOTES
9 = -6(LC 3)
1) Wind: ASCE 7-02; 120m,ph (3 -second gust);
11 = -60(LC 3)
4h=17ft; TCDL=4.Opsf; �BCDL=3.Opsf; Category
12 = -59(LC 3)
'li; Exp B; enclosed; C -,C Interior(1); porch left
14 =-.64(LC 3)
exposed; Lumber DOL=1.33 plate grip
15 = -53(LC 3)
:DOL=1.00.
16 =-100,(LC 3)
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind
FORCES (lb)
;(normal to the face), see (MiTek "Standard
Maximum Compression/Maximum Tension
'Gable End Detail"
TOP CHORD
3) This truss bas been designed for a 10.0 psi
1-2 .0/19
'bottom chord live load nonconcurrent with any
otherlive loads.
L.
Job
Truss
Truss Type
Qty
Ply
Gordon Butcher --Butcher Addition
0007 - 3'
3802-1
R03
MONO
TR
3
1
Job Reference
(optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark
6.500 s'Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:56 2007 Page 1
-2-0-0
7-1-2
13-5-8
2-0-0
7-1-2
6.4-6
Scale =1:25.
2.00 12
3x4 II
5
3x4 =
4
3x8
3
1
_2
M
3x6 = 3x4 —
8 7
_.. 6
2x4 11 3x4 =
5x6 =
7.1-2
13-5-8 1;3-1 110
7-1-2
r�
6-4-6 0-5-8
Plate Offsets (X,Y): 2:0-3-7,0-0-2
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/defl
Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.68
Vert(LL) -0.09 2-8 >999
360
MT20 244/190
TCDL 10.0
Lumber Increase 1.25
BC 0.47
Vert(TL) 0.27 2-8 >575
240
BCLL 0.0
Rep Stress lncr YES
VVVB 0.57
Horz(TL) =0.04 6 n/a
n/a
BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Wind(LL) 0.33 _ 2-8__ >473
240 -
--Weight: 57 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
WEBS
BOT CHORD 2 X 4 SYP No.2
3-8 = -435/276
WEBS 2 X 4 SYP No.3
3-6 = -1480/1877
BRACING
TOP CHORD
NOTES
Structural wood sheathing directly applied or 4-6-8
1) Wind: ASCE 7-02; 120mph (3 -second gust);
—
oc purlins, except end verticals.
;h=17ft; TCDL=4.Opsf, BCDL=3.Opsf; Category
BOT CHORD
'11; Exp B; enclosed; C-C'Interior(1); porch left
Rigid ceiling directly applied or 4-0-13 oc bracing.
exposed; 'Lumber DOL=1.33 plate grip
WEBS
DOL=1.00.
1 Row at midpt 376
2) This truss has been designed for a 10.0 ,psf
bottom chord live load nonconcurrent with any
'REACTIONS ;(ib/size)
other live loads.
6 _ 516/0-5-8
3) This truss requires plate inspection per the
2 668/0-3-8
Tooth Count Method when this truss is chosen
p Max Horz
for quality assurance inspection.
2 = 129(LC 3)
4) Provide mechanical connection (by others) of
Max Uplift
truss to bearing plate capable of withstanding
6 = 658(LC 3)
658 lb uphftat joint 6 and 866 Ib uplift at joint 2.
2 _-866(LC 3)
!FORCES (lb)
'LOAD CASE(S)
Maximum Compression/Maximum Tension
Standard
TOP CHORD
1-2 = '0/19
-
2-3 = -1624/1949
3-4 = 146/123
4.5 = -114/127
5-6 = -163/100
BOT CHORD
2-'8 = -1988/1566
7-8 = -1988/1566
6-7 = -1988/1566
WEBS
3-8 = -435/276
3-6 = -1480/1877
Job Truss Truss Type Qty Ply [Gordon Butcher -- Butcher Addition
±0006 - 3
3802-1 R04 MONOTR 1 1 Reference (optional)
BCG of Orlando, Sanford, Florida 32773, Bob Clark 6.500 s Feb 5 2007 MiTek Industries, Inc. Tue Jul 10 11:47:56 2007 Page 1
-2-0-0 7-2-8 13-6-14
2-0-0 7-2-8 6-4-6
Scale =1:26.7
2.00F1 _2
3x4 II
5
2x4 II 3x4 = "' 5x6 =
7-2-8 13-6-14 1
7-2-8 6-4-6 .0-5-8
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plates Increase
1.25
TC 0.67
Vert(LL)
-0.09
2-8
>999
360
MT20 244/190
TCDL 10.0
Lumber Increase
1.25
BC 0.48
Vert(TL)
0.29
2-8
>565
240
3) This truss requires plate inspection per the
BCLL 0.0
Rep Stress Incr
YES
WB 0.57
Horz(TL)
-0.04
6
n/a
n/a
664 lb uplift at joint 6 and 871 Ib uplift at joint 2.
BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Wind(LL)
_0.35_
2-8
>457
--24G
Weight: 58 Ib
2-3 = -1632/1958
3-4 = -143/118
4-5 = -111/123
-5-6 -161/99
LUMBER
TOP CHORD 2 X 4 SYP No.2
WEBS
BOT CHORD 2 X 4 SYP No.2
3-8 = -442/280
WEBS 2 X 4 SYP No.3
3-6 = -1492/1892
BRACING
TOP CHORD
NOTES
Structural wood sheathing directly applied or 4-6-1
1) Wind: ASCE 7-02; 120mph (3 -second gust);
oc purlins, except end verticals.
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category
BOT CHORD
Il; Exp 6; enclosed; C -C Interior(1); porch left
Rigid ceiling directly applied or 4-0-5 oc bracing.
exposed; Lumber DOL=1.33 plate grip
WEBS
DOL=1.00.
1 Row at midpt 3-6
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
REACTIONS ;(Ib/size)
other live loads.
6 = 521/0-5-8
3) This truss requires plate inspection per the
2 = 672/0-3-8
Tooth Count Method when this truss is chosen
Max Horz
for quality assurance inspection.
2 = 130(LC 3)
4) Provide mechanical connection (by others) of
Max Uplift
truss to bearing plate capable of withstanding
6 =-664(LC 3)
664 lb uplift at joint 6 and 871 Ib uplift at joint 2.
2 = �.871(LC 3)
FORCES (Ib)
'LOAD CASE(S)
Maximum Compression/Maximum Tension
Standard
TOP CHORD
1-2 = 0/10
2-3 = -1632/1958
3-4 = -143/118
4-5 = -111/123
-5-6 -161/99
BOT CHORD
2-8 = -1998/1574
7-8 = -1998/1574
6-7 -1998/1574
WEBS
3-8 = -442/280
3-6 = -1492/1892
3802-1 I R05 { MONO TR 8
BCG of Orlando, Sanford, Florida 32773, Bob Clark 6.500s
2-0-0 8-4-6
Gordon Butcher --Butcher Additior
1
Job Reference (optional)
7 MiTek Industries, Inc. Tue Jul 10 11
15-8-8
7-4-2
2.00 V2
7 Pagel
Scale = 1:29.71
3x4 11
5
2x4 I I 3x4 = 5x8 =
8-4-6 15-8-8 1,6-2-0
8-4-6 7-4-2 0-5-8
Plate Offsets (X,Y): L2:0-1-12,0-1-8], 6:0-3-8,0-2-8
LOADING (psf)
SPACING 2-0-0
CS1
DEFL lin (loc)
I/deft Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.81
Vert(LL) -0.14 2-8
>999 360
MT20 244/190
TCDL 10.0
'Lumber Increase 1.25
BC 0.62
Vert(TL) 0.47 2-8
>392 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) -0.06 6
n/a n/a
BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Wind(LL) 0.57 2-8
'-324 - 240
Weight: 66 ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
WEBS
BOT CHORD 2 X 4 SYP No.2
3-8 = -525/333
WEBS 2 X 4 SYP No.3
3-6 = -1807/2271
BRACING
TOP CHORD
NOTES
Structural wood sheathing directly applied or
1) Wind: ASCE 7-02; 120mph (3 -second gust);
3-9-14 oc purlins, except end verticals.
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category
--
BOT CHORD
II; Exp B; enclosed; C -C Interior(1); porch left
Ricid ceiling directly applied or 3-4-8 oc bracing.
exposed; Lumber DOL=1.33 plate grip
WEBS
DOL=1:00.
1 Row at midpt 3-6
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
REACTIONS (Ib/size)
other 'live loads.
6 = '668/0.5-8
3) This truss requires plate inspection per -the
2 = 756/0-3-8
Tooth Count Method when this truss is chosen
Max'Horz
for quality assurance inspection.
2 = 144(LC 3)
4) Provide mechanical connection (by others) of
Max Uplift
truss to bearing plate capable of withstanding
6 =-767(LC 3)
767 Ib uplift at joint 6 and 967 Ib uplift at joint 2.
2 =-967(LC 3)
FORCES (Ib.)
LOAD CASE(S)
Maximum "Compression/Maximum Tension
Standard
TOP CHORD
1-2 = "0/19
2-3 _ -1955/2328
3-4 = -154/118
-
4-5 = -116/127
5-6 = -183/107
BOT CHORD
2-8 = -2374/1888
7-8 = -2374/1888
6-7 = -2374/1888
WEBS
3-8 -525/333
3-6 = -1807/2271
0
Z
W
W
J
m
Q
C�
GABLE END
5UHt:MA I IL
ROOF FRAMING PLAN ®o
SCALE: 1/8"=l' -O' 1
SEE TRUSS PLANS.
REVISION
AREVISION- 1
7-11-07
NOTE: ALL ANCHORS BY SIMPSON STRONG—TIE.
HURRICAN ANCHORS: SIMPSON— PH: 1-800-999-5099
POST BASE TO CONC. CBSQ— .44 IN WET CONC.
POST BASE TO CONC. ABU— 44 IN CURED CONC.
POST CAP AC— 4 (2500#)
POST END & CORNER CAP ACE— 4 (1800#)
BM TO TRUSSES STRAP LTS 16 TO EA. TRUSS
EXIST WD WALL TO 2-2X10 LSSU 410 (#875)
WD. PLATE TO NEW TRUSS END A35 ON BOTH SIDES. (#320 X 2)
4:12 PITCH
CONT. 2X6, NAIL
A35, ON BOTH SIDES INTO EXIST. TRUSSES
(#320 X 2) \ 2— 16D NAILS I EA.
1'
NEW PRE—ENGINEERED A 5
WD. TRUSSES, 24" O.C.
8' BRNG
EXIST. WALLS
FIELD VERIFY
CONT. 2X6, NAIL A35, ON BOTH SIDES
BUILDER TO INTO EXIST. TRUSSES 320 X 2
VERIFY ROOF PITCH 2— 16D NAILS EA. (# )
MAX. SPA�8'-7�"(FRC�—TR802.5.1(1)
,NEW ROOF TRUSSES
EXIST. TlSSES
N,I I VERIFY
2:12
BUILDER TO
VERIFY ROOF PITCH
EXIST. TRUSSES
VERIFY
EXIST. HOUSE
L.R. FLOOR
4:12 PITCH
\ER�Fy
2 SECTION, SHOWING TRUSSES
A4 SCALE: 1/4"=1'-0'
NEW PRE—ENGINEERED
WD. TRUSSES, 24" O.C.
8 BRNG NEW OR RELOCATED
\\` 4X10 WD BM.
REMOVE THIS
PART OF ROOF NEW POSTS PER
EXIST. WALLS AS REQUIRED. PLAN \
_00 VERIFY HOUSE VERIFY NOTE: FOR HURRICAN CLIPS,
L` SEE SCHEDULE ON THIS DWG.
L.R. FLOOR EXTENDED PORCH
ALTERNATE "C" VERIFY IN FIELD
REV. 5-16-07 SECTION
32'-4"
RE10SIUN
1AREVISION-1
7-11-07
DATE:
06-06-07
JOB NO.
2007-6B
SECTIONS
SHEET NO.
A 4
'fl ,4OF5
VA5ANT 5HERE
Architect
`' FL REG. AR92543
EXIST. FOOTING SECTION, SHOWING TRUSSES 117 RABUN CT.
A4 SCALE: 1/4"=l'—O' (407) 688 9006773
NAILING PATTERN: INST
1 X12 TO WD. TRUSSES
WITH 8D NAILS, 6" O.C.
METAL DRIP
EDGE
2"
1X P.T. FASCIA
BOARD
SOFFI T
ROUGH CEDAR SIDING
OVER 15# FELT. OVER
1/2" PLYWD SHEATHING
NAILING PATTERN: INSTALL
PLYWD. TO STUDS OR
GABLE TRUSS WITH 8D
NAILS, 6" O.C.
GABLE END TRUSS
SHINGLES PER ELEVATIONS Q
30# FELT AND
1 X12 SHEATHING, SEE
SHINGLE MFR'S RECOMMENDATIONS
2X4'S 48" O.C.
2 BAYS @ GABLE ENDS
STRAP LTS16
PRE—ENG. WD. TRUSSES
24" O.C. TYP.
2X4 P.T. WD, BRACING,
4'-0" O.C. FIRST 2
BAYS AT GABLE, TYP.
ALL STRUCTURAL LUMBER
MUST BE SYP #2
`-STRAP LTS12 NEW WD. 4X10 BM. --1
AT EA. STUD BEYOND
NEW BEARING
PARTITION PER PLAN OU GH E AR (DING CEILING, 3/8" PLY WD.
OVER 15# FELT. OVER OR LIGHT MTL. SIDING
1 /2" PLYWD SHEATHING
MATCH EXI PAINT WALLS POSTS & (
WITH EXTERIOR PAINT.
INSTALL SP1 AT EVERY
STUD BASE.
METAL FLASHING
BEHIND SIDING MIN. 1/2" DIA. X 6" A.B.
W/2"X2"X1/8" WASHER
GRADE, F.V. 32" O.C. TYP.
MIN. 3.5" CONC. SLAB
16" H X 16" W,
CONC. FOOTING
CONT. BARS
GABLE END SECTION -2
NOTE: ALL STRUCTURAL LUMBER
MUST BE SYP #2
2 SECTION @ NEW WALL
A5 SCALE: 1/2"=1'-0'
NAILING PATTERN: INSTA
1 X12 TO WD. TRUSSES
WITH 8D NAILS, 6" O.C.
METAL DRIP
EDGE
1X P.T. FASCIA
BOARD
SOFFIT
ROUGH CEDAR SIDING
OVER 15# FELT. OVER
1/2" PLYWD SHEATHING
6voi .;� 4 to t.
J.6 00113
..4khlbo 4q,
SHINGLES PER ELEVATIONS
1
30# FELT OVER
1X12 SHEATHING, SEE
SHINGLE MFR'S RECOMMENDATIONS
NAILING PATTERN: INSTALL
PLYWD. TO STUDS OR
GABLE TRUSS WITH 8D
NAILS, 6" O.C.
GABLE END TRUS
PRE—ENG. WD. TRUSSES
24" O.C. TYP.
2X4 P.T. WD, BRACING,
4'-0" O.C. FIRST 2
BAYS AT GABLE, TYP.
ALL STRUCTURAL LUMBER
MUST BE SYP #2
EXIST. WD.
EXIST. TRL
FIELD VERI
GABLE END SECTION -1 t, �.
SECTION @ GABLE END
A5 SCALE: 1/2"=1'-0'
r b
B.P. NO. 07=238:3'
ADDITIONS TO:
MR. & MRS. G. BUTCHER RES
1606 SO. MAGNOLIA AVE.
SANFORD, SEMINOLE COUNTY, FLORIDA
i
1AREVISION-1
7-11-07
DATE:
06-06-07
2007-6B
SECTIONS
SHEET NO.
5 'OF 5
VA5ANT 5HERE
Architect
FL REG. AR92543
117 RABUN CT.
SANFORD, FL 32773
(407) 688-9006