112 W 17 St - BR08-002442 (TRUSS CHANGE) DOCUMENTSRECEIVED
C TY OF SANFORD PERMIT APPLICATION
Application #: OS 2 442 Submittal Date: AUG 2 1 ZOO8
lJob Address: . Ir.1 ' ST , !j ¢rJ Fbi Value of Work: $ .
Parcel ID: 3 6 -19 - 30 - 5 0 6 - OOOo - O 180 Zoning: Historic District:
Description of Work: JZa — 'T Square Footage: 7/
Permit Type: Building )IR 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 Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential A Commercial Industrial
Construction Type: FP -AM T # of Stories: Z # of Dwelling Units:
Plumbing Repair- Residential Commercial
Occupancy Use Group(s):
Flood Zone: n%O (FEMA form required )
Property Owner: A t-L•E1i A - ^RS E JE^U Contractor:
Address: 1 1 2. W 1 It jam 5T
SA1=oan 1=i-- SA-7I t Phone: % -
3 ZZ - 5"-m ail: AAAE-t- E A U Bonding Company:
N F=AJZTHL.1T1K . NfT' Address: Address:
Phone:
State
License Number: Mortgage Lender:
N lA Address: Architect/
Engineer: /
U /A Phone Address: 4
Fax:
Plan
Review
Contact Person:A • li 1 sE aZ- AU phone:jt`3-Fa9a? E-mail: A1 A2SEnlirAV E HI.,
INK . N'is 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,
and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of
permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. S, ) 3/,
o t Signature of
Owner/Agent Date Signature of Contractor/Agent Date L E /
erJ EA U Pr' t
Owner/Agen 's Nam i ature
of -State of Florida Date tanv p6B
ROSE L HAR MY CO
FRIES: SION #
565859
EXP J
12 20 rgdler Gown
to Me or rFOFFR Pro U0
APPROVALS: ZONING: UTIL:
FD: Special Conditions: Rev
07.07
Print Contractor/Agent'
s Name Signature of Notary -
State of Florida Date Contractor/Agent is _
Personally Known to Me or Produced ID PJV,
2 4
MAay
CITY OF AURORA Page 1 of 2
Denman, Richard
From: Denman, Richard
Sent: Thursday, September 04, 2008 12:56 PM
To: 'aaarseneau@earthlink.net'
Cc: Denman, Richard
Subject: Primary Correction letter(Richard))#2
Attachments: image001 Jpg
City of Sanford
Building Division.
300 N. Park Ave
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.E 88.5152
PLAN REVIEW COMMENT
Date: September 4, 2008
Contact Person: Allen Arseneau
Contact Phone Number: 407-322-5407 Contact Fax Number:
Contact E-mail Address: aaarseneau@earthlink.net
Permit Application Number: 08-2442
Project Description: Change roof line on porch
Job Address: 112 W.17th St.
The following is a list of the areas of the submitted plans that contained violations of the codes adopted
by the City of Sanford and enforced by the Building Division. The violations noted must be addressed
before the plans can be approved. Changes to plans shall be submitted on the same size format as the
original submittal. Changes to construction documents that require an Architect or Engineer's seal must
be submitted with the appropriate seal and signature.
STRUCTURAL
S-1 Provide truss attachment details prepared by a Florida Licensed Design Professional for wood to
masonry attachment. You advised me that the walls were stucco on CMU block work. The detail
provided indicated that the attachment is wood to wood and is not prepared by a Florida Licensed
Design Professional.
S-2 Your designer must verify that doubling the metal attachment strap does not always double the
uplift protect design for the strap. The designer must verify the uplift protection with the
manufacturer of the strapping.
S-3 The current Florida Building Code — Residential requires 8d ring shank nails in Section
R803.2.3.1. There are exceptions listed at the end of the Section that may apply.
SUBMIT YOUR RESPONSE UTILIZING THE PINK "RESPONSE TO COMMENTS" COVER
SHEET AVAILABLE AT THE BUILDING PERMIT INTAKE COUNTER.
9/4/2008
CITY OF AURORA Page 2 of 2
Any error or omission in this plan review shall not be construed to grant approval of any violation of any
of the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Richard Denman at (407) 688-5150 or fax to (407) 688-
5152. You may also contact me via e-mail at denmanr@sanfordfl.gov.
Respectively,
Richmd X Denman
guiding Jtwpectcyc / Nam &xarn&m
4a7-688-155O
9/4/2008
r
REVIEWED BY: RICHARD DENMAN
DATE SUSMITED: 9 2 - OF
og , -2- 9 +
ADDRESS: I f - w
CONTACT PERSON: ALLc-,j
CONTACT PHONE # `o-7 - s 'z - 5+
Si(zW
S 3 ; SEC— r'--c V 15CO s l 1 N f, n Lam opt tio.' PLP rS T
City of Sanford
Building Division
300 N. Park Ave
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: September 4, 2008
Contact Person: Allen Arseneau
Contact Phone Number: 407-322-5407 Contact Fax Number:
Contact E-mail Address: aaarseneau@earthlink.net
Permit Application Number: 08-2442
Project Description: Change roof line on porch
Job Address: 112 W.17th St.
The following is a list of the areas of the submitted plans that contained violations of the
codes adopted by the City of Sanford and enforced by the Building Division. The
violations noted must be addressed before the plans can be approved. Changes to plans
shall be submitted on the same size format as the original submittal. Changes to
construction documents that require an Architect or Engineer's seal must be submitted
with the appropriate seal and signature.
STRUCTURAL
S-1 Provide truss attachment details prepared by a Florida Licensed Design Professional
for wood to masonry attachment. You advised me that the walls were stucco on
CMU block work. The detail provided indicated that the attachment is wood to
wood and is not prepared by a Florida Licensed Design Professional.
S-2 Your designer must verify that doubling the metal attachment strap does not always
double the uplift protect design for the strap. The designer must verify the uplift
protection with the manufacturer of the strapping.
S-3 The current Florida Building Code — Residential requires 8d ring shank nails in
Section R803.2.3.1. There are exceptions listed at the end of the Section that may
apply.
SUBMIT YOUR RESPONSE UTILIZING THE PINK "RESPONSE TO
COMMENTS" COVER SHEET AVAILABLE AT THE BUILDING PERMIT
INTAKE COUNTER.
Any error or omission in this plan review shall not be construed to grant approval of any
violation of any of the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may, have to Richard Denman at (407) 688-5150 or fax to
407) 688-5152. You may also contact me via e-mail at denmanr@sanfordfl.Sov.
Respectively,
J kha4d X Demium
407-688-155C
CfrYOFAURORA 9/29/08 1:06 PM
City of Sanford
Building DiZion
300 N. Park Abe
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.6885152
PLAN REVIEW COMMENT
Date: September 4, 2008
Contact Person: Allen Arseneau
Contact Phone Number: 407-322-5407 Contact Fax Number:
Contact E-mail Address: aaarseneau@earthlink.net
Permit Application Number: 08-2442
Project Description: Change roof line on porch
Job Address: 112 W.17t4 St.
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by
the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same
size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the
appropriate seal and signature.
STRUCTURAL
S-1 Provide truss attachment details prepared by a Florida Licensed Design Professional for wood to masonry attachment. You advised me that
the walls were stucco on CMU block work. The detail provided indicated that the attachment is wood to wood and is not prepared by a
Florida Licensed Design Professional.
S-2 Your designer must verify that doubling the metal attachment strap does not always double the uplift protect design for the strap. The
designer must verify the uplift protection with the manufacturer of the strapping.
S-3 The current Florida Building Code —Residential requires 8d ring shank nails in Section R803.2.3.1. There are exceptions listed at the end of
the Section that may apply.
SUBMIT YOUR RESPONSE UTILIZING THE PINK "RESPONSE TO COMMENTS" COVER SHEET AVAILABLE AT THE
BUILDING PERMIT INTAKE COUNTER
Any error or omission in this plan review shall not be 'construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Please direct any questions you may have to Richard Denman'at (407) 688-5150 or fax to (407) 688-5152. You may also contact me via e-mail at
dentnanr sanfordfl.gov.
Respectively,
Richard R. Denman
Building Inspector / Plans Examiner
407-688-1550
stream://1!-------------------- Page i of 1
OWNER BUILDERS TEMENTAFFIDAVIT
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)
1 UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103
AS LISTED ABOVE.
1 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 1 HIRE, I MUST DEDUCT F.I.C.A.,
WITHHOLDING TAX AND PROVIDE WORKERS' COMPENSATION INSURANCE.
Property Address: 112 W 1 -+, 57 S AN T-e(2—D 17`
I, A\-L E J A • A14, S E v-J C—i U do hereby state that I am qualified and capable of
performing the requested construction involved with the permit application filed.
S-2) --erg'
Date
Form of Identification 2\
e•Ph
a ea°'1 My•"6 i
A violation of this exemptigat 90y m c' 0 first degree punishable by a term of imprisonment not
exceeding 1 year and a $I.V *0 Sin ail i iany civil penalties. In addition, the local permitting jurisdiction
shall withhol i-`' , I rev` G'6#Ii :" rmit or pursue an action or remedy for unlicensed JIMOM _ P Y Y activity
against the owner7) aon, i sr work that requires licensure under the permit issued. ice• s
co0 p Rev.4/
20/07) %//9/Oqs •
s®,4
IWE
x
Lands shown hereon were not abstracted for easementsq deedso or rights -of -way
of record.
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7 iN SPNA.cT' PA CO „T/7 EG T (F/CLO)
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Al. W.
EI/An/S ST,eEET -PEA
if that I Novo
LEGAL '
DESCRIPTION, tOTs B/9
This is -10 cent . I
consulted the Federal Insurance
Administration Flood Fbzord
Boundory Mop and found that
the above descrlbsd props f . Is
not located In o
hazard arso.
I HERESY CERTIFY THAT THIS 51AiM M DfOt-
POWO N' LAT O SURVEY* Of THE ADOV[ D[SC -
RISED PROPERTY 11 TRUE AND CORRECT TO THE SETT
of MySA/FO,PD f>'E/li,
p/
TS f 00/T/O/ SUR-
VEYED uMD" my DIRECTLEDjE AND
HAND THAT IT EF
AS TY[ETS 800
2, P/IsES GZt'G 3 THE MINIMUM TECHNICAL SIANDARDI SET FORM St THE
PLAR10A WARD OF LAND 7URV[YORS PURSUANT SE/
J//i/O,LE O!/yT LO P/OA TO SECTION•4TtAtT O r"If FLORIDA $TATUT[t. 77,
7,o U r' (/C_
JPL
S 4z43 REPAREO
FOR r/17/9ie` 777 CAK/
YE.PT/ T.L E CO• f REa. LAND iURV FLORIDA iACA.
PTE.PET-s'A/i-s NOT VALID UNLESS11aN[D AND SEALED A[
CnoN 30 STTOCO
Owd
TOMNNMI SOUTH G
r
1 2323
LEE ROAD o WINTER PARK FL. 0 32789 A Nu -o cAIT 305•
7ao- 5100 surveyors -
engineers cHccrcD
Sr # do@ NO. SCALE, Rev, DRANN
er - ev' OAT[
9 JuAY 0,(- DATC 3 u" r- & gG - OSL3 /'= .9O ev.,
r
PERMIT #
SITE PLAN DATE:
d.
serbe
zorl,s
SI)
IPORCH ROOF
TO BE REPLACED
PORCH AREA
o 319 SQ FT
7.47
X&J.
ter.
TAI17
4
REROOF PORCH
112 W 17TH ST
ARSENEAU
Try
I
rwataFrogg:
NAILING SCHEDULE
3
14 (01
7
ROOF NAILING PATTERN: PL OR OSB 00
1Q
ZONE 1 - USE 8D C N NAILS O x 0/C 0
ZONE 2 - USE 8D CO ON NAILS ® 6" O/C 3Q
ZONE 3 - USE 8D C ON NAILS ® 4" O/C d' —
I I to
0 02
RIDGE O
3 (
2 \
I IX
ZONE
CHART SENCO
VNN AILS. PASELODE / .
099 PNEUMATIC 1A S MAY BE USED IN LIEU OF
8D CNAILED @ 5- EDGES & @ 10" O.C. MELD 1 Z
4'
PERMIT # - Z
DATE, F
4'
i
REROOF
PORCH
112 W
17TH ST ARSENEAU
BCG OF ORLANDO, INC. To:
901 EAST 26TH PLACE JA-RO Construction
SANFORD P.O. Box 682
FL 32773
Sanford Florida 32773
ProJ'ect: Arseneau Addition
Model: Deliver To:
Block No:
Lot No: 112 W. 17th Street
Contact Site Office
FI
Name:
Phone: 407)617-9297
Fax: Tentative Delivery Date:
Material Summary Includes the following
Truss List
Order 7813
Page: 1 of 1
Date: 8/18/2008
Bid No.: 4967-1
Account No: 339485755
Designer: BC
Salesman: Dave Fortunato
Quote No: 537-08
General Truss Engineering Criteria & 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 0002 Total: 2 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.
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 ANSI/TPI 1-2002 Section 2.
Date Truss Date Truss
0001 08-18-2008 R01GE 0002 08-18-2008 R02
SALVADOR JURADO P.E. STATE OF FLORIDA RE
PERMITL:: DATE:
Date Truss Date Truss
Job Truss Truss Type City Ply Ja-Ro Construction - Arseneau Addition
0001
4967-1 R01GE GABLE END 1 1
Job Reference tonal
BCG of Orlando, Sanford, Florida 32773 7.010 s Sep 112007 MTek Industries, Inc. Mon Aug 18 08:15:13 2008 Page 1
1-5-0 13-2-8 26-5-0 27-10-0
1.5-0 13.2.8 13-2.8 1-5-0
Scale - I A7.2
3.00 12
44 =
8
5x6 7 9
5x6
6 10
q5 1t 12
3 13
a1 2 14
15
Wi
d
3x4 = 24 23 22 21 20 19 18 17 16 3x4 =
5x6 = 5x6 =
26.5-0 _
26-5-0
Plate Offsets X :0 25-12 0 3-4), [11:0-2-1204 118:0.3-0,0-3-01.122:0.3-00-3-Oj_ LOADING (
psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.01 15 n/r 180 MT20 244/190 TCDL
10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.03 15 n/r 120 BCLL
0.0 Rep Stress Ina NO WB 0.07 Horz(TL) 0.00 14 n/a n/a BCDL
10.0 Code FBC2004frP12002 Matra) Wind(LL) -0.00 15 n/r 120 Weight: 110lb LUMBER
TOP
CHORD 2 X 4 SYP No.2 Max Uplift BOT
CHORD 2 X 4 SYP No.2 2 = 247(LC 3) TOP CHORD OTHERS
2 X 4 SYP No.3 14 = 247(LC 3) 7-8 17/154 BRACING
20 = 24(LC 3) 8-9 17/154 TOP
CHORD 21 = 95(LC 3) 9-10 18/124 Structural
wood sheathing directly applied or 6-M o0 22 = 117(LC 3) 10-11 4/90 purling.
23 = 38(LC 3) 11-12 12/87 BOT
CHORD 24 = 232(LC 3) 12-13 35f74 Rigid
ceiling directly applied or 10-0-0 oc bracing. 19 = 95(LC 3) 13-14 41 /37 18 =
117(LC 3) 14-15 0/19 REACTIONS (
lb/size) 17 = 38(LC 3) BOT CHORD 2 =
270f26-14 16 = 232(LC 3) 2-24 0/69 14 =
27026-1-4 Max Grav 23-24 0/69 20 =
162126.1-4 2 = 270(LC 1) 22-23 0/69 21 =
15226-14 14 = 270(LC 1) 21-22 Of70 22 =
19126-1-4 20 = 162(LC 1) 20-21 0/70 23 =
3526.1-4 21 = 156(LC 4) 19-20 Of70 24 =
41326-14 22 = 191(LC 1) 18-19 0f70 19 =
152/26-1-4 23 = 35(LC 4) 17-18 0/69 18 =
19126-1-4 24 = 413(LC 1) 16-17 0/69 17 =
3526-14 19 = 156(LC 5) 14-16 0169 16 =
41326-1-4 18 = 191(LC 1) WEBS 17 =
35(LC 5) 8-20 120/36 2 =
3) 16 = 413(LC 1) 7-21 120/106 14 =
2 3) 6-22 140/129 20 =
3) FORCES (Ib) 4-23 38M 21 =
3) Maximum Compression/Maximum Tension 3-24 290249 22 =
1 3) TOP CHORD 9-19 120/106 23 =
3) 1-2 = 0/19 10-18 140/129 24 =
3) 2-3 = -41/37 12-17 38/50 19 =
3) 3-4 = -35f74 13-16 2901249 18 =
1 3) 4-5 = -12187 17 =
3) 5-6 = -4/90 16 =
C 3) 6.7 =-18/124 Continued
on page 2 SALVADOR
JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW 74 TH AVE. M"I FL. 33166
Job Truss Truss Type City Ply Ja-Ro Construction - Arseneau Addition
0001
4967-1 R01GE GABLE END 1 1
Job Reference Tonal
BCG of Orlando, Sanford, Florida 32773 7.010 a Sep 11 2007 Mi ('ek Industries, Inc. Mon Aug 18 08:15:13 2008 Page 2
NOTES
1) Unbalanced roof live loads have been considered
for this design_
2) Wind: ASCE 7-02; 120mph (3-second gust);
h=17ft; TCDL=4.Opsf; BCDL=3.Opsf; Category II;
Exp B; enclosed; C-C Extedor(2); cantilever left and
right exposed ; Lumber DOL=1.33 plate grip
DOL=1.00.
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to and (normal to the
face), see MiTek "Standard Gable End Detail"
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) All plates are 2x4 MT20 unless otherwise
indicated.
6) Gable studs spaced at 2-0-0 oc.
7) Provide mechanical connection (by others) of,
truss to bearing plate capable of withstanding 247 lb
uplift at joint 2, 247 lb uplift at joint 14, 24 lb uplift at
joint 20, 95 Ito uplift at joint 21, 117 lb uplift at joint 22,
38 lb uplift at joint 23, 232 lb uplift at joint 24, 95 lb
uplift at joint 19,117 Ib uplift at joint 18, 38 lb uplift at
joint 17 and 232 lb uplift at joint 16.
8) Non Standard bearing condition. Review required.
LOAD CASE(S)
I Standard
SALVADOR JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW 74 TH AVE. MIAMI FL. 33166
1
Job Truss Truss Type Qty Ply Ja-Ro Construction - Arseneau Addition
0002
4967-1 R02 COMMON TR 5 1
Job Reference o tonal
BCG of Orlando, Sanford, Florida 32773 7.010 s Sep 112007 MTek Industries, Inc. Mon Aug 18 08:15:15 2008 Page 1
1-5-0 7.5-4 13-2-8 16-11-12 26-5-0 27-10-0
1-5-0 7.5-4 5.9-4 5.9-4 7-5-4 1-5-0
Scale = 1:47.2
3.00 F12
5x8 =
5x6 :::;
5
Sx6 w
4 6
ITI
luk
6
v1 9
d d
8x10 = 3x5 s 3x5 a 8x 10 =
30
3x6 _
11 10
3x5
r4 =
Sx6 = 5x6 =
9-2-13 17-2-4 I
26-5-0
9-2-13
I
7-11-7 9-2-13
Plate Offsets (x Y): r2:0-3-9 Edge] 14.0-3-003.4] [6,D-3-0 0-311] f8:0 14 Edge] [10:0-3-00-3-4] (11:0-3-00-3-4] LOADING (psf) SPACING
2-0-0 CSI DEFL in (loc) I/deFl Ltd PLATES GRIP TCLL 20.0
Plates Increase 1.25 TC 0.78 Vert(LL) -0.19 10-11 >999 360 MT20 2"A90 TCDL 10.0
Lumber Increase 1.25 BC 0.68 Vert(TL) 0.57 2-11 >554 240 BCLL 0.0
Rep Stress Incr YES WB 0.60 Horz(TL) -0.14 8 n/a n/a BCDL 10.0
Code FBC2004lrP12002 Matrix) Wind(LL) 0.68 2-11 >460 240 Weight: 116 lb LUMBER TOP CHORD
2
X 4 SYP No.2 "Except' BOT CHORD T1 2 X
4 SYP SS, T1 2 X 4 SYP SS 10-11 =-2542/2060 BOT CHORD 2
X 4 SYP No.2 8-10 =-374712949 WEBS 2 X
4 SYP No.3 WEBS SLIDER 4-11 =-
462/429 Left 2 X
4 SYP No.3 3-24, 5-11 =-1184791 Right 2 X
4 SYP No.3 3-2-4 5-10 = A 184791 BRACING 6-10 =-
462/429 TOP CHORD Structural
wood sheathing
directly applied or 3-6-8 cc NOTES purlins. 1) Unbalanced
roof live loads have been BOT CHORD considered
for this design. Rigid ceiling directly
applied or 2-6-12 cc bracing. 2) Wind: ASCE 7-02, 120mph (3-second gust), h=17ft; TCDL=
4.0psf; BCDL=3.Opsf; Category 11; REACTIONS (lb/size)
Exp B; enclosed; C-C Extenor(2); cantilever left 2 = 113910-3-
8 and right exposed ; porch left and right exposed; 8 113910-3-
8 Lumber DOL=1.33 plate grip DOL=1.D0. 3) This truss
has been designed for a 10.0 psf bottom chord live
load nonconcurrent wdh any S-y1515(LC
3) other live loads. 4) Provide mechanical
connection (by others) of FORCES (lb) truss
to bearing plate capable of withstanding 1515 Maximum Compression/Maximum
Tension lb uplift at joint 2 and 1515 lb uplift at joint B. j TOP CHORD 1-
2 = 0119
2-3 =-3085/
3949 LOAD CASE(S) 3-4 =-3035/
3960 Standard 4-5 =-2769/
3757 5-6 =-2769/
3757 6-7 =-3035/
3960 7-8 =-3085/
3949 8-9 = 0119
BOT CHORD 2-
11 =-3747/
2949 SALVADOR JURADO P.
E. STATE OF FLORIDA REG. NO 19939 - 6401 NW 74 TH AVE. MIAMI FL. 33166
08-15_08. General Infen—fien
j e READALLNOTE Trusseswillrwtbe
REV OB-18-o8(BC), nufaed wRh N ppr 1 of this InGREV
i REV -
I
WARNING
AND INSTRUCTIONS Thosein REV:
Ilm rMf Ilgtt'h9 a d' f REV::
I P, u e ded he del y I
li gpa k 9e not 1 Ic ten
REF:
4967.-1 w tl Ypxkag d M Il 1
tied f R f lato BCS183SfwtrtuddSe,sqentl t j tl n_ pwihfp.atonl, The
dP f Engneec Reg e
dA 5 teG b Z tl
ught aacn ti i 99I if O,I.n. ntl ofpo1BCO (Orlando, rwt esPons
bl f the tl Apermlf
th Bolding, D pad
Iroreq edt stalllhese. ponerrt Do
of rat II these. it I t _ po N Id bt d.. C tact
st adh 1 tl building. od equ
ent g dnglhe stallat lid
us f t - INSTALLATION AND
USE: Donoiculoralter trusses. Do
not install or use damaged' t aM
repod any damayedtrusses 1 f
b tw P ope. t II n Mesa P
t m's le. II ng. Ponce E
ngth
po t EGG f0dando,. espolsbk that
MIt tht ! ttf "
Id t S i g, ro
Pip
9L- n-
taIWailers
to V support sheathing, and drywall on face of house and' JY chimney],. chimne VdadI f l bud IY I Y k f P
RertY nd nr l f T mVst be; taped by
cnntraG vdh sufficient in irus
t II f -and f hatedi' ,. No aferatun
of the trusses is aIrc ed without previousapproval
of truss In nufaGurer.
Any unauthor¢ee: tits es
wilfrpause BCGf Orlando, lnd.. I 1 Iirpuisn
respons lalfor. the structural safety of
Itws trusses and natty ttie building
offc als: Th tr pla
to .gonly: T frown on
th pl a amponent' a Ranof thesi'_
o Th plan: d to truss
lac t .Installer t l leferInindivdIn g ec"" niion d - gsfgropeatfBRACING- E 1
d per nt bracing h hwaAlc r
q d) re ,Fie ne.po ibddy, of lfi he, he t '.G ator.
R f I aviduar. truss drs rn,
and hrtecfuml or g ing drawl
g f r. additional b g requitetl
1 be slatted durng er ,en.
R f r to architectural I q ea"
sist_ d g f ""i g... d nd tM1
P f ondArons, Perso ecbng
Trusses are caul oned,id
seek profess anal adVde'.' he 9, i\
Ig y
equ r, t P PpI R and II d I
II t T N N psmgnngsses- shall be e
e led and f ndn tea 1 1, I' Graight—
ptumb
ecadori'. Aid bEAngNard anctib p
nsrb lAynngs, 1 eVl 11 PrMe<ta aiS
R ( t . tl vktral V de 9 f
t ans and O; Pahe T m y not
bear on any. t II part) less f' des
g d for same:
GIRDERS' Girder plies shook be field
nnented by build s sh.n
in the InRoss dresigns' SPACINGTruss spaang 24' OC
unless otherwse noted
on Wy- HANGERS' Trussmanufacturer will only
supply standard lighfgange truss
to truss nnectors as
shown on truss pkce W drawings.;
ACCEPTANCE AND APPROVAL. Alldmensions, q
iRbasing Mdefails
on this pl nd
dived Il uss designs must bb
ev. and ape ed by the project
archttect e:I=aa contactor Won. lanne ion.
By a eptir.q; awing
a aulh fabncation be .,for the busses described
b thrs drawing, Thebuyerand,to representative accepts ax condebns
eeacrmednerein. 0-1-14 R01 - 0-1-14 re 0
wr a) UI U I w L
04O
Z G
U a
0
I
to g
O
N` a
w 26-1-
4
C
IELU G
z
w I 1 z
Q no I0-1-14
0-
1-14
N cantil`
ever)
I cantilever) o DESIGN: DATA- co oUj
LOADING CRITERIA. FBC 2004 U
a o ROOF LIVE
20 PSF ROOF DEAD 2G PSF I
BC lu FLOOR LIVE n/a PSF FLOOR DEAD:
n/aPSFWINDLOADINGCRITERIAASCE7-02. WIND DESIGN VELOCITY' 1120i
MPH, f 4 C GI r $"
AFF WIND DURATION FACTOR 1.
33 " TRUSS PL/1`
iEMEN' I PL/1N B III OF
ORLANDO"'INC. M EXIStif19W811S' EXPOSURE CATEGORY DESIGN ELEVATION 17
0.'" FT. 901
East 3z»3
SCALE = NJ.
S. o7133a DEAD LOAD FOR UPLIFT 7 LBS sa
fomO aL IMPORTANCE
FACTOR1.66, FAX Number (407) 3305W4` I GG,
REVISION
PERMIT #- DATE / —
PROJECT ADDRESS
l. `--1—
CONTRACTOR d `
PHONE #40-,/ —3 KI 5 FAX #
DESCRIPTION OF REVISION
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDIPGG 2