HomeMy WebLinkAboutSUBMITTED PAPERSDATE FILED , T3. 0
PERMITNUMBER:
PLAN REVIEW FEE: I Oq)- QV, RECEIPT NO.: 7555
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie County Building and Zoning
2300 Virginia Avenue
. . . . . . . . . . SCA -5652
�JVS61`ierce, FL 34982
st. L By 772-462-1553
0jDM 00-3 007-10 IjCie COU17tj, 0
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFOR IATION
1. LOCATION/SITE ADDUSS: IeZ
2. 91b PROJECT NAME: Z6�Z?211- 5
,//��WTE PLAN NAME:
3. '"*PROPERTY TAX ID #: -Wtg
4. *LEGAL DESCRIPTION (attach extra sheets if necessary):
n) ) --,-i o&,7- "S b 2 1'1�c? 1!j 5'Z40
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS:# -7 7/v ) /0
10. %COMPLETE DESCRIPTIO F CONSTRUCTION PROJECT
Sl"=
11. SETBACKS (ACTUAL) FRONT: BACK:
12. Y* TYPE OF CONSTRUCTION (Check all appropriate boxes)
'[%-X`NEW CONSTRUCTION
RESIDENTIAL
OTHER (SPECIFY)
MOP
,�K ACTIVITY:-- ",2 —blkfA
RIGHT SIDE: LEFT SIDE:
EXPANSION/ADDITION INTERIOR RENOVATION
COMMERCIAL INDUSTRIAL
13.* DESCRIPTION OF PROPOSED USE: (&,WL�&Q, -
14. SQ. FT OF CONSTRUCTION: 2,2, 15. SF. FT Ist FLOOR:
16. VALUE OF CONSTRUCTION: $ 12:��o 0
I-*,- /S1000-00
The value of construction is used to determine the amount ofpermit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
:S�
OWNER21 Fq NT170
NAME
sof 4-1
ZIP:
—'CITY: STATE:
-APHONE (DAYTIME):'�� Email:
IF THE FEE SIMPLE TITLEHOLDER'(PROPERTY OWNER) IS DIFFERENT-�,.R HE OWNER LISTED ABOVE, PL
PM,;T' EA�E
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): (
CONTRACTOR INFORMATION
ST. of FL REG.CERT A/ EVIL ST. LUCIE COUNTY CERT
'DTTQ-rxmQq NTA'K/r'Pq
QUALIFIERS NAME:
CITY: STATE: ZIP:
13TJnT,Tr7 nAVMATP) FAX NO Email: —
k . -
ARCHIT/ENGINEER.: Pc,,-J 0 j
�ADDRESS: I 'S Lo
�-TTY: tt't-�� - STATE:
'%EONE (DAYTIME): 2M 7YS �JM6
ZIP . :-3 LV 11
BONDING COMPANY:
ADDRESS:
CITY: STATE: ZIP:
MORTGAGE LENDER:
ADDRESS:
CITY: STATE: ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate pernifts
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: 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 TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
OWNER's AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance
with all applicable laws regulating construction and zoning.
,RINV�NJER--aRlIGONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before
me this -day of a_41 20
V
by- jmpn cm -:-
who is personally<ED_ or has produced
as identification.
Signature 4oftar4y
Commission No. (Seal)
M
X 0 C_-
M.
P3
0
LSD
cr,
SIGNATURE
TE OF FLORIDA
JNTY OF
foregoing instrument
this day of
before
20
is persop6lly known — or has produced
of Notary -
Commission No.
as identification.
(Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit cheddist.
OFFIC E USE ONLY BP#:
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
IST FLR ELV
MAX HGT
CONSTTYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
Before 1/1990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLrr
APPROVED
REPORT
CODE
HABITABLE
AREA
(RADON)
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
FEE
PUBLIC BLD
IMPACTFEE
CORRECTION
PUBIC BLD
IMPACT
FEE
GENERAL
PARKS
IMPACT
FEE
SCHOOL
IMPACT
FEE
ROAD
IMPACT
FEE
CREDIT
Y
N
LAW ENF
IMPACT
FEE
FIRE/EMS
IMPACT
FEE
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
SPECIFY
SUBS
REQUIRED
MECHANIC ROOF
ELECTRIC GAS
PLUMBING
NON -CONFORMING
LOT OF RECORD
FEES
MISCELLANEOUS
FEES
gor, Too
pro.
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
COUNTER
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW'
SEA TURTLE
REVIEW
MANGROVE.
REVIEW
DATE
,RECEIVED
� DATE
COMPLETED
�INITIALS
0
PROPOSAL
'7A C,
_x_
IV. e,
PRnPOSAL SUBMITTED TO:
I
NORK TO BE PERFORMED AT.
. !::z- f6 Z
A RCHITECT
. _N� AfeAk- 5
E. 7� .:; . .......
.we: h t. -r.aWfl4ls:,qn.d e. a!y P. of
p. for th �'.Qpm
hejla Oft'-n%pss
. . ........... .. ........ ...
I kl--, -Z A-U, � X - . V - - . ...r . - I . I
1. /0,77401-4 Alam V'19-1 'FA /VC
"��IKCO Lot 1!0`0411: S�)Ovy"% b)1*VVj.()L-L)*' Yr)
All material is guaranteed: to:be -as specified; and. the. above work to be perforrned in accordance with the drawings and spocifipalions
submitted for a bove work, and completed in a -substantial wqrkrnanlik.Q manner for the sum of 4m) (D 010
—mcLCs q vj A.' Civ,94 vll.6601 Dollars. ($ k) 0
with. pay uAt3 t1A
ments to be made as follows! rn c4L+ o4- -5 tat v6
Is IyLstea�f'_A
'2—
OD
Respectfullk sub itted
Any alteration or deviation from above 6pecificatons involving extra, costs
will be executed only upon written order, and will become an extra charge Per
over and above the estimate. All agreements contingent upon strikes, ac-
cidents, or delays beyond our cc . ntrol. Note - This proposal may be withdrawn
by us if not accepted within days.
Oh
d WAY, ui
, �:;r ; !III!! � - :. ' ' . 1 0. k
Y
T -'W. 400 ISTWAP rVopy
W,
flO R
as: V, 11
Signature Y-41 61
Date 1449 Signature
D8118
MADE IN USA PROPOSAL
JOSEPH E. SMITH, OF THE CIRCUIT COURT
AFrERRECORDING-RETURNTO.. SAINT LUCIE COUN',
FILE # 3447694 03105&�'.. a, 10:16 AM
OR BOOK 3176 PAGE 293 - 293 Doc Type: NC
RECORDING: $10.00
PERMIT NUMBER:
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement..
1. DESCRIPTION OFYROPERTY (Legal description and street address) TAX FOh.10 NUMBER: 3141 �f .5-4 o 6�?,qv65'
SUBDIVISIONjgl��A-Ih*CK — — — <a —TRACT --LOT— 1�� BLDG UNIT
2. GENERAL DESCRIPTION OF IMPROVEMENT: 6-91d4wy-111- VICY, je-C11-11 6t��4,14
3. OWNER -INFORMATION:----
-- - -- -b. Address I /,S 3-(—, 4;6 15L11-1-f �ct—.4444-<,-c. interest in property_
d. Name, and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER:
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND 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:
NAME, ADDRESS-AND-PHONE-NUMBE
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) 1-1 2Q--.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFrER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713.'?ART I 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 WITH YOUR
— Allsly-I& 77 ---1/
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Director/Partner/Manager
State of Florida
County of
The foreping instrument was acknowledged before me this ay of 20
B Pir*1 (27 as
I Mow
(Name of person). M (Type of audicrity ... e.g. Owner, officer, trustee, attorney in fact)
For Lis =7 —)I I
(1�ameof party on behalf of whom instrument was executed) Personally Known ' or produced the following type of lD:FZjQ - be.
Public)
(Printed jNf, of Notary Public) (Signature of Nold
Under penalties of peijury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and
belief (section 92.525, Florida Statutes).
Signature(s) of Owner(s) or Owner(s)l Authorized Officer/Director/Partner/Manager who signed above:
By: B
' 1, MH11"
"r�'00-M%J'SS'jo'MU4 63jG47
Rm 08/30P-007(Recording) "UM ID
��P! ES: March 6,2
" MS"O"
0" 6
E RE -March 2011
13 XPI Si a�yp J.UdarIt._
d d111 No �b
nded lbru Notary Pdbqc undaffldt=
PR'OPOSA
�M"� �Uulvl I I "� a W. —
C-
11 (
IjU, - 40
5,03
050
WORK TO BE PERFORMED AT
APPRE
ss'',
Z:
C7
..DATE.OF-PLANS
-21,
ARCHITECT
�We: p p ..r.nish the mqterlqls:,4n .'C
W
the,'*.pqr..np�qti6m.pf
K�l -
Y Zi U-) Ilk LrLU V\
ae
All mateeial is guaranteedjo�be as specified, and.the,above workto be performed. in accordance with the drawings andspecifications
submitted for a . bove work, and completed in a substantial workmanlike manner for the sum of 157X� boo -
'41 S64 — -7Z:>0, Cc V jq V1 ct V'C4 g4'(Vu�Icol Dollars. ($ (n,00
with payments to.be made as follows? vz Fktv)/LeA�B M e�('4 04- .5 t el �k, It
t; OD CP I+c,) A
Respectfu* IF itted
107 "4 z-o' / 00
Y subd
Any alteration or deviation from above -specifications involving extra costs
will be executed only upon written order, and will become an extra charge Per
over and above the estimate. All agreements contingent upon strikes, ac-
cidents, or delays beyond our co I ntrol. Note - This proposal may be withdrawn
by us if not accepted within a2 days.
e At o
The'abdv
re, I
-'Y qU14 d; A
A '646by�ab� if
:.b
',:as ti ove
p. fe P
sp- ci py, �O dde� s
Signature
'101,
Date //e j Signature
&�' D8118
.d� MADE IN USA PROPOSAL
PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERINr.
I 9B4 S.W. BILTMOOE ST. SUITE# 1 1 4
PORT SAINT LUCIE, FL 349B4
PHONE (772) 7B5 - 9BBB
FAX (772) 7BS-9933
INVOICE
7/30/2010
To: KismA-rit SIMONE
1 1 "S S Et S 0 LAZ
PORT ST. LUCIE, FL
RE: RE-RE313F ON ExiSTINs HOUSE
FOR: PROFESSIONAL ENGINEERING SEpvicES AS REQUIRED TO
PREPARE PLANS AND SPELIFICATIONS FOP. THE ABOVE
REFERENCED PROJECT AS �PEQ,UESTED.
FEE: FOR WORK G'OMPLETED .................................... s Bbo.00
THANK YO`U FOR YOUR PATRO NAG E!!!!!!!!!!!!!
PLANNING & DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS D]VISION
2300 Virginia Ave
Fort Pierce, Fl, 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
01�� §,Lo 4 will be using the following sub -contractors for the
(Comoafiy/]�qdi *dua.
tWELN" " -3 4
project located at r/,r -64e'e'-z' 'Ala
add r Property -Tax ED #)---
rtici ation of any of the sub -contractors
It is understood that.ff there is any,change of status regarding the pa p
-fisted below, I will immediatelyadvise the Building and Zoning Department of St. Lucie County.
St. Lucie
License Number
Electrical
Plumbing
HVAC/
Mechanical
Rooling
Gas
C -E U
SE
PERMIT ISSUE DATE:,
NUMBER:
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
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 propertyj toact as your -own- contractor- even
-though- you- do not -have a license. You.. must. provide -direct, on -site supervision of the. construction-y-purself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
---Uii-d�5r-$75,-000-.00.-Tli-e-bfiildirfg--or--rogideifce must -be -for your own -occupancy.- -It -may not-bebuilt-or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one 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 supervising 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
E�itp-loyed-15y—)rou,--which-�-raeans-,-that- you--must-deduct--F-.I.C.-A-. --and- -withholding--tax--and-provide--work-ersl-----
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I understand that die building official and inspectors are not there to design or give advice on howjopeet
the minimum code. lnitia`140010M
I ,
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
1, understand that if I compensate any person or company for work performed they are required to be
---licensed-in-this jurisdiction. If for--some-reason-they-do not possess a- license, T may -be�responsible_and.IL'ab
Jo-e/for-the
cost of the license. Initial
. I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and rel t d di al
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Departrasl to the Florida State Department of Professional Regulation. Signe and acknowledged on this
Z
ay of 1,rZf -4 - of 20
0 Ow §�g r
wner�/B-uilder 9 =a e
STATE OF FLORIDA
COUNTY OF aozu
h�fnrp mp thiq 5 ds.-ef _2010
MOM JF to me, or who has
by who is personalkRnown
I
produced as 1 �eni ication.
Title: Notary Public
- X.-7 h AP" �V,
MKFTIZIF ro,
M9
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certifi ti Number (if applicable):
4= have agreed to be the
(Company Name/indivijW "am
sub -contractor for
q"mary Contractor)
WW*ypwe""3'CYra-er%
for the project located at
(Project Street 4i "es r Property Tax ED
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's Liceuse)
ORIGINAL SIGNATURES ARE REQUIRED
/ — _/ - -- --3-10
SjW1.1A, NE A
Business Name:
Cd /c,_
Address:
City/StatelZip:
Phone: rt, _=-;��WS6i =5-Y email:
n1F1F'FC1F. 11TqF ONIX!
PERMIT # ISSUE DATE
Florida Buildmg Code OnIme rage i oij
0V
A
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications FK Staff EaS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application Lis > Application Detail
FL *
FL11480
Application Type
New
Code Version
2007
Application Status
Approved
Comments
Archived
0
Product Manufacturer
Solatube International, Inc
Address/Phone/Emall
2210 Oak Ridge Way
Vista, CA 92081
(760) 477-9437
dstate@solatube.com
Authorized Signature
Dan State
dstate@solatube.com
Technical Representative
DAN STATE
Address/Phone/Email
2210 OAK RIDGE WAY
VISTA, CA 92081
(760) 477-9437
dstate@solatube.com
Quality Assurance Representative
Address/Phone/Emall
Category Sky Lights
Subcategory Skylight
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
[21 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Douglas J. McDougall
developed the Evaluation Report
Florida License PE-28392
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 05/30/2018
Validated By Rene J.Quiroga, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence FL11480 RO COI 1150 21 inch.i)d
FL11480 RO COI 1151 10-14 inch.pd
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1929
1996
ASTM D2843
1999
ASTM D635
2003
ASTM D635
2006
ASTM D638
2003
hq://www.floridabuilding.org/pr/pr�_app_4tl.aspx?param=wGEVXQwtDqv8JyqqZ9WuE... 7/30/2010
Florida Building Code Online
Page 2 ot 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
ASTM G155
2000
TAS 201
1994
TAS 202
1994
TAS 203
1994
Florida Licensed Professional Engineer or Architect
FL11480 RO Equiv D635 equiv.pd
FL11480 RO Equiv G155.pd
Method 1 Option D
10/10/2008
10/13/2008
10/28/2008
12/10/2008
Summary of Products
FL # Model, Number or Name
Description
"111480.1 110- Dome
10" 160 (DS) Dome Tubular Daylight Device
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11480 RO II SOLA0004 10-14 inch.pdf
Approved for use outside HVHZ: Yes
Verified By: Douglas J. McDougall 28392
Impact Resistant. Yes
Created by Independent Third Party: No
Design Pressure: +70/-70
Evaluation Reports
Other:
FL11480 RO AE 1151 10-14 inch.od
Created by Independent Third Party: No
11480.2 =14- Dome
14" 290 (DS) Dome Tubular Daylight Device
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11480 RO II SOLA0004 10-14 lnch.r)d
Approved for use outside HVHZ: Yes
Verified By: Doulgas 1. McDougall 28392
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +70/-70
Evaluation Reports I
Other:
FL114 0 RO AE 1151 10-14 lnch.pd
Created by Independent Third Party: No
11480.3 121" Dome
�21- 750 (DS) Dome Tubular Daylight Device
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11480 RO H SOLA0005 21 inch.nd
Approved for use outside HVHZ: Yes
Verified By: Douglas J. McDougall 28392
Impact Resistant- Yes
Created by Independent Third Party: No
Design Pressure: +70/-70
Evaluation Reports
Other:
FL11480 RO AE 1150 21 inch.od
Created by Independent Third Party: NO
Department ofCommunity Affairs
Florida Building Code Online
Codes and standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
Privacy Statemen I Copyright Statemen I Accessibility Statement I Plug-in Softmre I Customer Service Sun= I Contact Us
Product Approval Accepts:
a ROM-1 M
http://Www.floridabuilding.orglprlpx�_app_Oti.aspx?param=wGEVXQwtDqv8JyqqZ9WuE... 7/30/2010
-ITEM NO.
-CITY.
DESCRIFTION
1
4
DOME RING SPACER
2
L_
INNER DOMEIO-/14 USED ONLY IN-HVHZ)
3
1 .
FLASHING PITCHED
4
4
TOP TUBE CLIP
5
1
LIGHT TREACKER REFLECTOR
6
1
CEILING RING IV/ 14-
7
1
MOE TOP ELBOW
L_
MBg 10'/14' DMSION
-8
9
1
TUBE 10-/ le BOTTOM ELSO
10
4
FLAG
ii
I
DRESS RING 10-/ 14-
12
1
DUAL GLAZED DIFFUSER 10"/ 14'
13
1
DIFFUSER PANEL
14
1
SEAL EVANSION JOINT
15
4
SCREW 08 X I' MOD TR HO
Kalil
1I MI.,
Vo
VC"/Tr MIN EMBED. VH
DOME RING 10'/ 14-
DOME 10-/ IV (DR 101)
SCREW #8 x 1.5" SMS PHIL PAN AS THREAD
DOME EDGE PROTECTION BAND 10'1 14-
20 CAPSKEEr(oFnoNAL)
010WOODSOREW
10 PHILLIPS THL
(8 TOTAL) PLYWOOD
SEA".
12 15 (FOR USE WITH
6 21 FIRE RATED ROOFS)
BUILT-UP ---------- --
ROOFING -------
31,C Z=::;-
ROOOF RAFTER
13 =::;
CEILING RING ASSEMBLY DOMEASSEMEBLY SECTION A - A
DETAIL A
DETAIL B
1 11t MIN.
EMBEDMENT
'4
R 'OF
FROAME
o
20'
-----FASTENER-
SPACING
FP.A?,MG DIETAM 10"
24'
ROOF
FRAME
SPACING
FRAMING DETAH, 14"
SUPPORT
T
mm
MIND
A
z
VA
SOLATUBE IN XRNATIONAL .
I HPA CT 10 lf 160 (M) & 14 " 290 (DS)
TUB UL A R DA YMGB 7 DE YICE
INSTAUATION ANCH01UGE DETAILS
NOTE&
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
4. WHERE APPLICABLE. POSITIVE DESIGN PRESSURES ARE
TO COMPLY WITH THE 200? FLORIDA SUILING CODE (FSC)
CAPPED 0 70.0 PSF. DUE TO A 10.5 P6F WATER
REQUIREMENTS, INCLUDING HIGH VELOCITY HURRICANE
TEST PRESSURE CAPACITY.
ZONE OMM AT THE DESIGN PRESSURES STATED
5. WOOD FRAME SUBSTRATE, USE #10 WOOD SPWWS
OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM
I WOOD DUCK OR STUD FRAMING TO BE DESIGNED AND
EMBEDMENT OF I ilr INTO WOOD FRAMING.
ANCHORED TO PROPERLY TRANSFFRALL LOADS TO
STFWMRF- BUCK OR FRAMING 18 RESPONSIBILITY OF
DOME MATERIAL, INNER DOME -ACRYUC BYARKEMA
ARCHITECT OF RECORD.
OUTER DOME -ACRYLIC BY CYRO
3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED ARCHITECTURAL TESTING TEST
REPORT NAT145M.01-Mi -18 DATED 09AM AND ASSOCIATED
LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS
BEEN EVALUATED FOR CONFORMANCE TO THE STANDARDS
LISTED IN THE 2007 FLORIDA BUILDING CODE (FED) AM) 18
APPROVED FOR USE WHERE LARGE MISSILE IMPACT
RESISTANCE IS REQUIRED.
TABL19 OF CONTENTS
SHEErr-DESCRIPTION
I
GENEW NOTES, ELEVATIONS AND ANCHOR LAYOUTS
2
1 -
I INSTALLATION DETAILS AND BILL OF MATERIALS
TURRET EXTENSID " IF DR FLASHING NO.PITCH FLASHNG
CURB FLASHING
PITCHED FLASHING
Ei
0,
INSTALLATION SCREW. TYP-
1011 #160 DS
SOLATUBE FLASHNG
PLAN
410 INSTALLA71ON SCREW, TYP.
14" #290 DS
SOLATUBEFLASHING
PLAN
DESIGN PRESSURE RATING M
IMPACT RATING
VMRE WATER INFILTRATION
WHERE WATER INFILTRATION
UNIT
I TEST IS REQUIRED
TESTIS NOT REQUIRED
LARGE MISSLE
IMPACT
10-A14'SMTUBE
2:70.0
r
M 1AM1- MIAMI-DADE COUNTY, FLORIDA
=0 METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
GAF Materials Corp.
1361 Alps Rd.
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in . Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or
the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for
quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer
will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is
determined by BCCO that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including. the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: . GAF -Elk Timberline Prestique 30 Shingle
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration. date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for tertnination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Mian-d-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety. '
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This revises NOA #07-0507.12 and consists of pages I through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:08-1110.07
Expiration Date: 02/21/12
Approval Date: 03/04/09
Page I of 5
ROOFING SYSTEm APPROVAL
Category:
Roofing
Sub -Category:
07310 Asphalt Shingles
Materials
Dimensional
Deck Type:
Wood
1. SCOPE
This revises GAF -Elk Timberline Prestique 30 as manufactured by GAF Materials Corp described in
Section 2 of this Notice of Acceptance.
2. PRODUCT DESCRIPTION
Product Dimensions
Test
Product Description
Specifications
GAF -Elk Timberline 13'/4"x 39/8"
TAS 110
Fiberglass reinforced heavy weight asphalt
Prestique 30
roof shingle, with a laminate profile
3. EVIDENCE SUBMITTED:
Test Agencv
Test Identifier
Test Name/Repor
Date
Underwriters Laboratories, Inc.
ASTM D3462
05CA47541
11/10/06
Underwriters Laboratories, Inc.
ASTM D3462
06CA31580
11/30/06
PRI Asphalt Technologies, Inc.
ASTM D3462
GAF-101-02-02
11/02/05
Underwriters Laboratories, Inc.
ASTM D3462
06NK05159
08/09/06
PRI Asphalt Technologies, Inc.
ASTM D3462
GAF-098-02-02
11/08/05
Underwriters Laboratories, Inc.
ASTM D3462
02NK41809
08/11/02
Underwriters Laboratories, Inc.
ASTM D3462
03NK26444
10/17/03
Center for Applied Engineering
ASTM D3462
257989
05/13/97
Underwriters Laboratories, Inc.
TAS 107
OINK45803
04113/94
Underwriters Laboratories, Inc.
TAS 107
06NK05159
08/09/06
Underwriters Laboratories, Inc.
TAS 107
04NK04273
02/20/04
Underwriters Laboratories, Inc.
TAS 107
05CA42840
11111105
Underwriters Laboratories, Inc.
TAS 107
02NK41811
11/11/02
Underwriters Laboratories, Inc.
TAS 107
03CA35209
10/17/03
Underwriters Laboratories, Inc.
TAS 107
04CA13850
08/30/04
Center for Applied Engineering
TAS 100
257989
04/01/97
PRI Asphalt Technologies, Inc.
TAS 100
GAF-044-02-01
01/13/04
PRI Asphalt Technologies, Inc.
TAS 100
GAF-101-02-01
11/09/05
PRI Asphalt Technologies, Inc.
TAS 100
GAF- 116-02-02
03/23/06
PRI Asphalt Technologies, Inc.
TAS-100
ELK-083-02-01
10/16/02
ELK-084-02-01
10/15/02
ELK-085-02-01
10/14/02
ELK-086-02-01
10/24/02
ELK-087-02-01
10/21/02
ELK-088-02-01
10/16/02
ELK-107-02-01
10/09/03
ELK-108-02-01
10/09/03
ELK-109-02-01
10/09/03
NOA No.:08-1110.07
Expiration Date: 02/21/12
Approval Date: 03/04/09
Page 2 of 5
4. LIMITATIONS
4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
4.2 Shall not be installed on roof mean heights in excess of 33 ft.
4.3 All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B-72 of the Florida Adniinistrative Code.
5. INSTALLATION
5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115
5.3 ' The manufacturer shall provide clearly written application instructions.
5.4 Exposure and course layout shall be in compliance with Detail'A', attached.
5.5 Nailing shall be in compliance with Detail 'B', attached.
6. LABELING
6.1 Shingles shall be labeled with the Miami -Dade Seal or the wording "Miami -Dade County
Product Control Approved".
MMMADECOU
rguy-mmiju
7. BUILDING PERMIT REQUIREMENTS
7.1 Application for building permit shall be accompanied by copies of the following:
7.1.1 This Notice of Acceptance.
7.1.2 Any other documents required by the Building Official or the applicable code in order
to.properly evaluate the installation of this system.
8. MANUFACTURING PLANTS
8.1
Tampa, FL
8.2
Michigan City, IN
8.3
Mobile, AL
8.4
Baltimore, MD
8.5
Myerstown, PA
8.6
Ennis, TX
8.7
Tuscaloosa, AL
8.8
Dallas, TX
PPROVEDI -A
NOA No.:08-1110.07
Expiration Date: 02/21/12
Approval Date: 03/04/09
Page 3 of 5
DETAIL A
MOLMI-DADE CO=UNTY NOA No.:08-1110.07
Expiration Date: 02/21/12
Approval Date: 03/04/09
Page 4 of 5
1:
11
DETAIL B
Front Side (Maximum Slope 12:12)
4
611
i I
5-5
i
6 fasteners 71 7111
2
—
L
1/2"
F
MIAMI-DADECOUNTYIE
1320-weng �
Front Side (Maximum Slope 21:12)
Tab Sealant
211
Back Side
END OF THIS ACCEPTANCE
Release
Tape
a
- Release
Tape
F-i
A 3/811
1
NOA No.:08-1110.07
Expiration Date: 02/21/12
Approval Date: 03/04/09
Page 5 of 5
k
TJ Truss C-orp.
2801 Industrial Ave Two, Fort Pierce, FL 34946
Engineering Package Certification Form
Contractor/Builder: 013-Simone Job #:
Project: Simone Res . idence Additi/ 100379
Model:
City/County of Jurisdictior SAINT LUCIE
Occupancy Type:
Engineer or Architect of Record:
Roof / Floor Truss Company: TJ Truss Corp.
Truss Company Address: 2801 Industrial Ave. #2 Fort Pierce, FL. 34946
Truss Company Contact Info: Phone: 772-466-3388 Fax: 772-466-9329
Engineering Software Supplier: Alpine Engineered Products
Engineering Software Version: V.I.E.W. Version 9.01.01.0124.02
I certify that the engineering for the trusses listed on the attached index sheet has been designed and
checked for compliance with the Florida Building Code 2007 and are in conformance with the Florida
Administrative Code Chapter 61 G1 5-31.003. The truss system has been designed to provide adequate
resistance to wind loads and forces as required by the following provisions:
Design Criteria: ASCE 7-05
TCLL TCDL BCLL BCDL TL *non -concurrent
Loading (PSF): 20 7 10 * 10 37 Duration Factor: 1.25
Wind Speed: 140 mph Exposure: B
Mean Roof Height: Auto Feet
Engineer: Julius Lee, 1109 Coastal Bay Blvd, Boynton Beach, FL 33435
Attached is an index sheet submitted in accordance with the Department of Professional
Engineering, Tallahassee, FL. Engineering sheets are photocopies of the original design
and approved by me.
If structural Engineer of Record is not listed above then he did not exist as of the seal date
per section 61 G1 5-31.003(5a) of the Florida Adminsitrative Code.
As witnessed by my seal, I hereby certify that the above
information is true and correct to the best of my knowledge
and electronically sealed in accordance with SS.668.001 -
668.006.
Name ............... : Julius Lee, P.E.
Certification #..: 34869
Jul 28, 2010
PAUL WELCH INC. ,,
MECH14LECt-Oft ENG
1984 BILTMORE ST. #114
M-73"T. LUCIE, FIL -UMA
PAUL VVE40H, P.E. FLA hMW2M5
14-viiW
i-A a 0 2010
S IV
%%%N
U S
' .00 % C, E
%
NO. 48 9
�C
_E
10.
X
S OF
000 0
�'4 RIO
70 N Ai 'V
1109 COASTAL BAY
BOYNTON BCH,FL.33435
ELLECTRONICALLY SEAL
IN ACCORDANCE To
SS.668 . 001-668 . 006
PDF created with pdfFactory Pro trial version www.r)dffactoW.com
TJ Truss Corp. Page: 1
Engineering Package Index Sheet
JobNumber: 100379
This index sheet lists, in numerical order, the
drawings as they appear within this bound pkg in
Builder: OB-Simone
Project: Simone Residence Additio
conformance to Florida Administrative Code
'hapter 61G15-31.003.
Model:
Location: SAINT LUCIE 'All
Truss #
Page I.D.
Dwg Date
Qty
Base Span
Pitch
Seq. #
Cert. Form
Non. App.
Engineering Packet Index Sheet
Non. App.
-
1
A01
07/28/2010
1
39'02"00
5/12
4584
2
A02
07/28/2010
9
39'02"00
5/17
4511
3
A03
07/28/2010
7
139-02"00
5/12
4523
4
A04
07/28/2010
4
39'02"00
5/12
4527
5
A05
0
2
39'02"00
5/12
4519
6
A06
07/28/2010
4
39'02"00
5/12
4515
7
A07
07/28/2010
1
39'02 "00
5/12
4609
8
B01
07/28/2010
2
07001100
5/12
4532
19
1 B02
07128/2010
10
07'00"00
5/12
4535
F1 7o=V4
07/2812010
2
104'00"00
5/12
4542
S
E
'C' % '101
NO. 48 9
ST OF
RI A4
Al-
1109 COASTAL BAY
BOYNTON BCH,FL.33435
ELLECTRONICALLY SEAL
IN ACCORDANCE To
SS.668 . 001-668 . 006
As witnessed by my seal,. I hereby certify that the above
information is true and correct to the best of my knowledge
and electronically sealed in accordance with SS.668.001 -
668.006.
Jul 28, 2010
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Description MY
TJ Truss Corp.
2801 Industriai Ave. #2
Fort Pierce, FL. 34946
Phone: 772-466-3388 * 88&-326-3388 * Fax 772-466-9329
sales(Wtitruss.corn
Bearing Information
Job#: 100379
Date: 7/2812010 11:20:39 A
Deliv.Date:
Span Size React. Uplift Size React. Uplift
A01
1
39-02-00
2. 00-08-00
666.83
-267
4. 00-08-00 63.398
-34
A02
9
39-02-00
1. 00-08-00
2. 00-08-00
196.35
2048.5
-100
-741
3. 00-08-00
765.62
-301
4. 00-00-00
A03
7
39-02-00
1. 00-08-00
2. 00-08-00
139.47
2141.1
-61
-330
3. 00-08-00
732.93
-198
4. 00-00-00
A04
4
39-02-00
1. 00-08-00
2. 00-08-00
254.82
1659.4
-86
-430
3. 00-Oa-00
1096.3
-249
4. OG-OG-00
A05
2
39-02-00
1. 00-08-00
2. 00-08-00
441.30
1325
-176
-494
3. 00-08-00
1241.2
-404
4. 00-00-00
A06
4
39-02-00
1. 00-03-00
2. 00-03-00
195.22
2050.1
-99
-742
3. 00-03-00
765.14
-300
4. 00-00-00
A07
1
39-02-00
1. 14-00-00
2. 00-08-00
1295.1
495.62
-587
-15
3. 00-08-00
413.74
-170
4. 00-08-00 519.45
-249
1301
2
07-00-00
1. 05-00-00
2. 00-00-00
518
-172
3. 00-00-00
4. 00-00-00
B02
10
07-00-00
1. 00-04-00
2. 00-04-00
259
259.00
-86
-86
3. 00-00-00
4. 00-00-00
V4
2
04-00-00
1. 04-00-00
2. 00-OG-00
288.6
-53
3. 00-00-00
4. 00-00-00
ProjectBASE by AJpin Page I of 1
PDF created with pdfFactory Pro trial version www.pdffactory.com
Addition / A01
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
:Lt Level Return 2x4 SP #3:;Rt Level Return 2x4 SP #3:
Gable end supports Wmax rake overhang.
Bottom chord Checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is -0.00" due to live load and -O.DZ'due to total load at X = 3-6-9.
Deflection meets 1-1360 live and L/240 total load.
Shim all supports to solid bearing.
Go
I R1
R=293#
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRU66 MI-K',s LAYULI I
140 mph wind. 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TO DL=4.2 psf,
wind BC DL=5.0 psf. W--1.00 GCpi(+/-)=0.18
Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
All plates are 2X3 except as noted.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TO 75 -1.81 39.49
BC 120 -0.75 12.92
BC 75 12.92 13.89
BC 75 13.25 25.84
BC 120 25.84 38.42
20711 397-
-11 3 )*17347"111347-113 7"11 3
2:77.11 _1711 �7-111 `!�F;77117-111 14�7-11 107-11 10 " 1 2P " 1 2�7i! 1 3,4�741 _ f6j�- 2R-7
1 Z ' 2' 2' ' 2' ' 2' * 2' 724 724 2 .1 5 2'011 2' ' 2' 2' 2- z 3,5
211
_==3 -
7'4"— 6'4" - 6' 12— 6'3" 1 63" 1 6-4"
j Z '11 3�7-11 36-7-11 387`1 139'�-
_$7-11 �711 1�07111 147-11 �, I � F _V
.14' 67-11 1 R711 2 7- 12 7"� 1 �t�211 61�E f1il 2gy4l 2�7' - _ 2' - * 2' Z 6`6
r1l 211 Z - 2' 2' ' T R"11 . 2' ' 2 . .1 01 2 2-
14- `%" �67" 39-2�
114� 6`16 121"'! 127"
RL=309/-293# W=8" 397 R=410# U=193# W=8"
R=567# U=266# W=8" R=405# U=190# W=B" R=519# U=244# W=8" R=269# U=135# W=8"
R=63# U=34# W=a"
R=488# U=39# W=8"
T
LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5
LEFT JIG = 22514 RIGHT JIG = 20'6"
SEQ = 4584
DESC. = A01
PLT. TYP.-WAVE DESIGN CPJT-FBcM0MVI?I-2D02 FM"-0%(G%)1S(S) QTY=l T0TAL=1 REV. 9.01.01.0124.03 SCALE =0.1667
CORP.
-WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATINO. HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HB-91 (KANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (rRUSS
Julius Lee P.E.
TC LL 20.Opsf
REF
DATE 07-28-2010
T-1
PLATE INSTITU`rE. 583 D'ONOFRIO DR., SUITE 200� MADISON, W1. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE
License# 34869
TC DL 7.Opsf
DRWG
j2900
FIR PERLY ATIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEOILING. *':MPORTANr. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
BC DL 1 O.OPSf �R
ALPINE ENG NEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEMAT10N FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITHTPI: OR FABRICAnNG,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS (RATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
11
BC LL* 10.0PSf*
TOT.LD. 37.Opsf T
LVA
Tnd USL riall 33 M
O/A LEN. 390200
rort Pivrce, FL 34946
PAPER ASSOCIATION AND TPLALPINE CONNECTORSARE MADE OF 20GAASTMAS53 GR40 GALV. STEEL
OTHERWISE LOCATED ON
11..25
JOB *: 100379
Phone: (7-2) 466-33M
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS
THISDESIGN, POSITION CONNECTORS PER DRAWINGS 160 ArZ. THE SEAL ON THIS DRAWING INDICATES
Fax: 40-9329
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
�109,.C.oasl.aBay Blvd.
Be h, FL 33435
[pLLUR�FAC
SPA IN� 24 01.
ITYPF GARL
y.
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Addition / A02
Top chord 2x4 SP #2
Bot chord 2x4 SP #2:Bi 2x6 SP #2:
Webs 2x4 SP #3:W3 2x6 SP #2:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
(A) Continuous lateral bracing equally spaced on member. Or 1x4'T'brace. 80% length of web member. Same species & SRB
grade or better, attached with Bd Box or Gun (0.1 13�Q.5",min.)nails @ 6' OC.
Bottom chord checked for 10.00 psf non --concurrent live load.
Calculated vertical deflection is 0.16" due to live load and 0.33'due to total load at X = 31-2-7.
Deflection meets U360 live and U240 total load.
Shim all supports to solid bearing.
Z:
ED
I TI
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. I%%--1.00 GCpi(+/-)=0.18
Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 67 -1.07 20.64
TC 64 20.64 40.23
BC 75 0.15 26.58
BC 70 26.58 35.58
BC 45 35.58 39.17
20`7"11 397
207"1 11,1'6"1
7' 14-V8 2� ' 1 267" 31 367" 39-2"
67
32
-7- T4"8 3 5'11"5 4-6" 4V 37'
W41" bxtjk:;). -
2410" 5x8(--) —1
14W8 207"11 26 " 357" 397
Z F_7_
7: 7'4"8 673 11 5 317-
13'11" 267' 3A- 2-
13'11 516 IZ2"8 9. 37-
R=196# U=Ai RL=309/-293# W=8" 397 R=766# UI=300# W=8"
R=2049# U=741# W=8"
LEFT RAKE = VY5
LEFT JIG = 22'5"14
DESC. = A02
PLT. TYP.-WAVE
T* I , RUSNN CORP.
2900 Tnd USL Hal 33 rd
Forl Pierce, FL 34946
Phone, (7-2) 466-3388
Fax: 0-2) 466-9329
DESIGN CPJT-FSc2007FtESnPI-WM FDRT- 0%(0%)/ SIR QTY=9 TOTAL=9
'"ARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDUNG. SHIPPING. INSTALLING
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICA13LE
ESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
INE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
-CTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
ORS PER DRAWINGS 150 AZ. THE SEAL ON THIS DRAWING INDICATES
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
Julius Lee P.E.
License # 34869
109 Coastal Bay Blvd.
oynton Beach, FL 33435
REV. 9.01.01.0124.03
TC LL
20.Opsf
TC DL
7.Op
BC DL
1 0.0PSf
BC LL*
10.0PSf
TOT.LD.
37-Opsf
DUR.FAC.
1.25
SPACING
24.0"
RIGHT RAKE = 1'5"5
RIGHT JIG = 20'6"
SEQ = 4511
SCALE =0.1667
REF
-eg DATE 07-28-2010
a. t
� � DRWG
LVA
ZiO/A LEN. 390200
JOB #: 100379
TYPE COMN
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Job:(100379) OB-Simone Shone Residence Addition I A03
THIS DWG. PREPARED BYTHEALPINF JOB L)h:bIUNtK I-KUUKAPA MUM JMU�o wirmo --,
Top chord 2x4 SP #2
2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2
Webs 2x4 SP #3:W5 Z6 SP #2:
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located vvithin 4.50 ft from roof edge, CAT 11, EXP B. vVind TC
:Lt Level Return 20 SP #3::Rt Level Return 2x4 SP #3:
DL=4.2 psf. Wind BC DL=5.0 psf. M-1.00 GCpi(+/-)=O.l 8
IN LIEU OF STRUCTURAL PANELS
OR RIGID CEILING USE PURLINS:
Member design,based on both MWFRS and C&C, vtind reactions based on MWFRS.
CHORD SPACING(IN OC)
TC 75
START(FT)
-1.07
END(FT)
20.64
Bottom chord checked for 10.00 psf non -concurrent live load.
TC 56
BC 29
20.64
0.15
40.23
244
Calculated vertical deflection is 0. 16" due to live load and 0.33' due to total load at X = 31-2-7.
BC 29
BC 75
1.55
2.44
2.58
14.15
Deflection meets U360 live and 1-1240 total load.
BC 69
14.15
26.58
BC 95
26.58
35.58
Shim all supports to solid bearing.
BC 45
35.58
39.17
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
r
co
I
20711 1 39'2"
7' 20711 8 2� 267" 31 .11.1'13"5 357" 397
14'4 671
7- 7-4--8 3.3 5111,15 W6" 4-6- 37"
2X4 12 12
14'4"
W4"B 20711
24'10"
357"
4"" 3-1 ,, 7-4-8 14::�j 673 7. 5'11"5
26 3A' 3M' k
9.
I'6101V6 11'4" 516 IZ2"8 V7"
R=139# U=dl# RL=309/-293# W=8" 397 R=733# U=197# W=8"
R=2141# U=329# W=8"
T
LEFT RAKE = 1151.5 RIGHT RAKE = 1'5"5
LEFT JIG = 22'5"14 RIGHT JIG = 20'6"
SEQ = 4523
DESC. = A03
PLT. TYP.-WAVE DESIGN CF1T=FBC2007PES/TFI-2D02 FTIRT- 0%(0%)/ SIG) QTY= 7 TOTAL= 7 REV. 9.01.01.0124.03 SCALE =0.1667
TRUSS 00".
-WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
Julius Lee P.E.
TIC LL 20.Opsf
REF
DATE 07-28-2010
T-1
PLATE INSTITUTE, 5133 IYONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE
License # 34869
TIC DL 7.0PSf C'n
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. -IMPORTANr. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
BC DL 1 O-OPSf
DRWG
ALPINE ENG NEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEMATION FROM THUS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING.
BC LL* 10.Op
LVA
2901) Tud USL HA 33 M
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROIASIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
0,�-
TOT.LD. 37.Opsf T Z'
O/A LEN. 390200
Forl Pierce, FL. 34946
PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
UNLESS OTHERWISE LOCATED ON
DUR.FAC. 1.25
JOB #: 100379
llholm 0-2) 466-33M
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,
THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES
Fax: (772) 466-9329
ACCEPTANCEOF PROFESSIONAL ENGINEERING RESP014SIBlUTY SOLELY FORTHETRUSS COMPONENT
DESIGN s1joW11,,jT,1.iE 8UITAE,1iLITBY.ANDNUSE. OF SCOEMPONSENT OR ANY PARTICULAR BUILDING
S
109 Coastal Bay Blvd.
oyntan Beach, FL 33435
SPACING 24.0
TYPE COMN
,X ". AN
=.PON TY OF E I I R R
THE RE .1995 SEC'nON 2.
PDF created with pdfFactory Pro trial version www.i)dffactory-com
Addition / A04
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3:WS 24 SP #2:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.07" due to live load and 0.14' due to total load at X = 10-11-5.
Deflection meets U360 live and 1-1240 total load.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
Go
114
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
140 mph vdind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. tw=-1.00 GCpi(+/-)=0.18
Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -1.07 20.64
Te 51 20.64 40.23
BC 29 0.15 2.44
BC 29 1.55 2.58
BC 75 Z44 26.58
BC 69 26.58 3231
BC 75 3Z31 39.17
20711 39'2"
207"1
7- 4-V8 2� 3 12
67 1 267" 2
3.!
3
7- 7'4"8 5111,15 5'8"12 T37 i76!:11�
2X4 12
14W 1815" !1 65"
1.6110 7 7' 20711 26' 32-2" -3 2
7'4"1 6-3-3 11 3'5"2 3'6"14
47 �7
13-1 267 3 2- 397- 31
1-6101V-6 11'4" V16 1278 67"
R=255# U=8'9# RL=309/-293# W=8" 397 R=1096# U=2499 W=8" I
R=1659# U=430# W=8"
r
T1710
LEFT RAKE = V5"5 RIGHT RAKE = 1'5"5
LEFT JIG = 22'5"14 RIGHT JIG = 20'6"
DESC. = A04 SEQ = 4527
PLT. TYP.-WAVE DESIGN CRn-FSC2007RESnPI-20D2 FWT- 0%(0%)/ S(0) QTY=4 TOTAL=4 REV. 9.01.01.0124.03 SCALE =0.1 667
TRUSS CORP.
T
j =&
-WARNING- TRUSSES REQUIRE EXTREME CARE INFABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE. 583 D-ONOFRIO DR., SUITE 200. MADISON. W1. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING FURNISH A COPY OF THS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE iNG:NMI)UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THS
FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS NTH APPLICABLE
PRONASIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ONTHIS DRAWING INDICATES
ACCEPTANCEOFPR FESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THEO SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIrrP1 1-1995 SECTION 2.
Julius Lee P.E.
License # 34869
1109 Coastal Bay Blvd.
Unton Beach, FL 33435
TC LL 20.Opsf
LL'15
TC DL 7.Opsf
BC DL 1 O-OPSf
21, a
BC LL* 10.Op � C-?
0 a
TOT.LD. 37.Opsf Tz'
REF
DATE 07-28-2010
DRWG
LVA
2900 Industrial 331
Forl Pierce, FL. 340446
11 h o a er (71 , ?2) 466-33U
Fax: (772) 466-9329
O/A LEN. 390200 -
DUR.FAC. 1.25
JOB #: 100379
SPACING 24.0"
!TYPE COMN
PDF created with pdfFactory Pro trial version www.pdffactory.com
oD:(1UU3[V) Ub-Z:iimone,bimoneResicienceAaaition/AUO
Top chord 2x4 SP #2
Bot chord 2x4 SP #2:Bl 2x6 SP #2:
Webs 2x4 SP #3:W3 2x6 SP #2:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
(A) Continuous lateral bracing equally spaced on member. Or lx4'T'brace. 80% length ofweb member. Same species & SRB
grade or better, attached with 8d Box or Gun (0.1 1a'Q.6',min.)naiIs @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.06'due to live load and 0.11" due to total load at X = 17-M.
Deflection meets L/360 live and L/240 total load.
zo
IMI
5X6Q '5"
14!4" 18'5" 6
14W'8 207"11 267' 32'2" 35'8"14 397
Z - 3'6"14 3 g72
7; 1'. 7'4"8 6'3"3 5'11"5 - E", '
113'1 267 3 2' 39'2
13'111" 616 1278 57- 7-
R=441# U=11�a RL=309/-293# W=8" 397 R=1241# U=403# W=8"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PHUUKAM t-KUM I KUb6 Mt -Kb LATUU I
I plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. Iw--1.00 GCpi(+/-)=0.18
Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -1.07 20.64
TC 46 20.64 4023
BC 120 0.15 14.15
BC 75 14.15 26.58
BC 69 26.58 3Z31
BC 75 32.31 39.17
20711 392"
207"'11
7- 4'4 8 2�
267" 1 32 36�_4 7
3 5'!
2 3?
7' 7'4"8 33 5111,15 5'8"12 5
=01411
R=1325# U=493# W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"6
LEFT JIG = 22'5"14 RIGHT JIG = 20'6"
DESC. = A05 SEQ = 4519
PLT.TYP.-WAVE DESIGN CRT-FBC2007I1ESJ1PI-2= FrMr- 0%(D%)/ S(0) QTY= 2 TOTAL= 2 REV. 9.01.01.0124.03 SCALE =0.1667
TR U*-,q CORR
**WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
Julius Lee P.E.
TC LL 20.0PSf
REF
DATE 07-28-2010
T-1
PLATE INSTITUTE 583 D'ONOFRIO DR., SLATE 200, MADISON, WL 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
License# 34869
TC DIL 7.0PSf
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
-
CEILING PORTA%FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
M
iNGINEEREDPR
BC DL 1 O-OPSf
DRWG
—1:9;
ALPINE DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
FAILURETO BUILD THE TRUSSES IN CONFCRMANCEWITHTPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITHAPPLICABLIE
BC LL* 10.0PSf* L)
C)
LVA
2900 Tudusi.rial 31-d
O/A LEN. 390200
NO Pierce, ril. 344146
PROVISIONS OF NOS (NATIORAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPER ASSOCIATION AND TPL ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
TOT.LD. 37.Opsf T Z'
DUR.FAC. 1.25
I JOB #: 100379
Pholle, (7-21 466-33U
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES
Fax: (*'-2) 466-9329
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
Coastal Bay Blvd.
V1.0yr9lton Beach, FL &1435
SPACING 24.0"
1 TYPE COMN
IIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS11TPI 1-1995 SECTION 2.
i
PDF created with pdfFactory Pro trial version www.i)dffactorv.com
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B1 2x6 SP #2:
Webs 2x4 SP #3:W3 2x6 SP #2:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
(A) Continuous lateral bracing equally spaced on member. Or lx4'T'brace. 80% length of web member. Same species & SRB
grade or better, attached with 8d Box or Gun (0. 11 3�5Q.6%min.)nails @ 6' OC.
Bottom chord checked for 10.00 psf non -,concurrent live load.
Calculated vertical deflection is 0. 16" due to live load and 0.33" due to total load at X = 31-2-7.
Deflection meets U360 rive and U240 total load.
Shim all supports to solid bearing.
(**) 3 plat6(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
Wind BG DL=5.0 psf. Ivi-1.00 GCpi(+/-)=0.18
Member design based on both MW`FRS and C&C, Wind reactions based on MWFRS.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 67 -1.07 20.64
TC 54 20.64 40.23
BC 75 0.13 26.58
BC 70 26.58 35.58
BC 45 35.58 39.17
20711 397
2071 31,11,8'6"5
7- 14'V8 2� 367' 397'
6711 267"
7' 74"8 3�3 5'11 "5 4-6" 4-6- 37'
5X6:(-) .1 1z
141"8 ---2510.8 5XB(.-) --i
1,V4"8 20711 267" 357" 397
7: 7'4"8 673
1T11'" u�rj 267' 3A., 31;-
wil" 5`6 lzz"8 91 T7"
R=195# U=9j RL=309/-293# W=3" 397 R=765# U[=30O# W=3"
R=2050# U=741# W=3"
LEFT RAKE = 1'5"5
LEFT JIG = 22'5"14
DESC. = A06
PLT. TYP.-WAVE
T' MUSS CORP.
2900 Industrial MIA
Ftir( Pivrcv, T11- 34946
Phone. ("72) 466,33H
Fax: (772) 466-9329
DESIGN CF4T-FS02007RES17PI.2DM FT/FCr- 0")/ 5(0)
583
QTY=4 TOTAL=4
TACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
PORTANP* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
EERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
'AILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP]; OR FABRICATING,
PPING, INSTALLING A14D BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICA13LE
F Nos (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
IATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
)TED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERVVISE LOCATED ON
POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
FN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
Lee P.E.
� # 34869
109 Coastal Bay Blvd.
oynton Beach. FL 33435
REV. 9.01.01.0124.03
RIGHT RAKE = 1'5"5
RIGHT JIG = 20'6"
SEQ = 4515
SCALE =0.1667
TIC LL
20.Opsf
TC DL
7.Opsf
BC DL
1 0.0PSf
BC LL*
10.0PSf *
TOT.LD.
37.Opsf
DUR.FAC.
1.25
SPACING
24.0"
REF
(%
DATE 07-28-2010
DRWG
M5 0
L)
LVA
Z'
O/A LEN. 390200
JOB * 100379
TYPE COMN
PDF created with pdfFactory Pro trial version www.r)dffactory.com
Job:(100379),0 B-Simone Simone Residence Addition /A07
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
:Rt Stubbed Wedge 2x4 SP #3::Lt Level Return 2x4 SP #3:
:Rt Level Return 2x4 SP #3:
Gable end supports 8" max rake overhang.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is -0.00" due to live load and -0.02" due to total load at X 17-6-10.
Deflection meets U360 live and L/240 total load.
Do
1 11
THIS DWG. PREPARED BY THE ALPINE JOB DESIONER PKUUKAM )-KUM I KUbb MVK b LATUU I
(*12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05. CLOSED bidg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
wind Be DL=5.0 psf. lw_-1.00 GCpi(+/-)=0.18
Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -1.07 40.23
Be 120 0.15 13.92
Be 1199999 12.64 14.66
Be 120 14.66 39.17
Shim all supports to solid bearing.
207"11 397
$7"11 �711 1�iQ;771�711 14�7-11 1�711 107 1 2P 1 2F7 1 24,' 1 2P'7 1 2R711 3011 347-11 3f4 2� I 3�7i 1 �3�2'
2.7..1 2 Z ' 2' ' 2' :Z2 T2! 2' 6
Z 2' 2' 2 i 2' 2'
_*1 0.8"
—e'7"8
3; 1 T 87-8
2", a
20'4" 3X6(**) 12 - 1 63" 1 63" 1 6-4"
�117"j 1 � 57-11 1711 1,0.711 12-9-7 11-7-111 �711 10-T-11 22711 2a7� I 3t�2 _ �617 '�JITI 2g� 1 2�7'11 3�711 367-11, 1 13%
7 2' 567"" . - 2' _ 2' 2'
1, 2 i !1 .1 5f
f�,g. 2' 2' 2'1 12 1 0 39-2- 6
IZ9"7 - Tl �9 12Y 127"
R=93plf U=100plf RL=22/-21plf W=?R.'2" R=290# V=124# W=8-
R=496# U=15# W=8"
R=414# U=169# W=8"
R=519# U=249# W=8"
LEFT RAKE = 1'5"5 RIGHT RAKE = VY5
LEFT JIG = 22'5"14 RIGHT JIG = 20'4"1
DESC. = A07 SEQ = 4609
PLT.TYP.-WAVE DESIGN CIaT-FBC2XMESnPI-2W2 FM- 0%(O%Y S(CA QTY=l T0TAL=1 REV. 9.01.01.0124.03 SCALE =0.1667
q CORP.
TRU5,
T
-WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI 9RUSS
PLATE INSTITUTE. 583 D'ONOFRIO DR., SLATE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
Julius Lee P.E.
License # W69
TIC LL 20.Opsf
TC DL 7.Opsf e%
REF
DATE 07-28-2010
2900 Industrial 33M
Fort Pierce, FL. 34946
Phone, 072) 4W33M
Fax: (7-2) 4W9329
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FALURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING,
11-14DUNG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF Nos (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPER ASSOCIAnON) AND TPI. ALPINE CONNECTORS ARE MADE OF 200AASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES
ACCrPTANCEOFPR FESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN. THEO SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE 13UILDINO DESIGNER, PER ANSIrTPI 1-1995 SECTION 2.
C B_'
�' DO, )n=l. W�15
'I,
BC DIL 1 O.Opsf
BC LL* 10.Opsf
06
TOT.LD. 37.Opsf Tz'
DRVVG
LVA
O/A LEN. 390200
DUR.FAC. 1.25
I
JOB #: 100379
SPACING 24.0"
ITYPE GABL
..P ,
PDF created with pdfFactory Pro trial version www.i)dffactory-com
Addition / B01
Top chord 2x4 SP #2
Bot chord W SP #2
Webs 2x4 SP #3
AJI plates are 2X3 except as noted.
Bottom chord chocked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.00" due to live load and 0.00"due, to total load at X = 4-M.
9)
THIS DWG. PR EPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS IVIFR'S LAYOUT
140 mph wind, 15.23 It mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. tw=1.00 GCpi(+/-)=0.18
Member design based on both MWFRS and C&C, wiind reactions based on MWFRS.
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 45 0.00 7.00
BC 75 0.00 7.00
Deflection meets U360 live and U240 total load.
3-6- T
2' 3-6" 3'6" 6. 3'6' 7'
2' 1-6- 1-6" 2'
f
7' R=104plf U=100plf RL=81-8pif W=5'
LEFT JIG = 3'11 "3
DESC. = B01
PLT. TYP.-WAVE
DESIGN CFaT-FBC2W7RESrM.ZM nW- 0%(G%Y S(0) QTY=2 TOTAL=2
"WARNING- TRUSSES REQUIRE EXTREME CARE INFABRICATING, HANDLING. SHIPPING, INSTALLING
COU.
AND BRACING. REFERTO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, .583 D'ONOFRIO DR., SUITE 200, MADISON, N. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RAVE
3ZLTRUSS
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE1AAT1ON FROM THIS
DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING.
2900 Indusn-Iial 33rd
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS NTH APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
Forl Pierce, FL. 34946
PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
Phone, (772) 466�3388
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES
F411: (7372) 466-9.329
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIfTP1 1-1995 SECTION 2.
14'2"
RIGHT JIG = T! V3
SEQ = 4532
REV. 9.01.01.0124.03 SCALE =1.0000
a Lee P.E.
TC LL 20.Opsf
REF
se # 34869
TC DL 7.Opsf EL 1!_
BC DL I O.Opsf �R P
DATE 07-28-21
DRWG
J o
BC LL* 10.0PSf zi L)
L) CE
TOT.LD. 37.Opsf T Z'
LVA
O/A LEN. 7
DUR.FAG. 1.25
JOB #: 100379
Coastal Bay Blvd.
on Beach. FL M435
SPACING 24.0"
TYPE GABL
PDF created with pdfFactory Pro trial version www.i)dffactory.com
OD:�IUU.51!d),uz-z)imone,,-,imone Kesigence macinion i ouz
It1I6UVV(j.I'KLFAKLUbY INtALI']NtJUt$L)L�juNrmrmu��mr�v,�.
Top chord W SP #2
140 mph wind, 15.23 ft mean hgt, ASCE 7-05, CLOSED bldg,not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC
Bot chord W SP #2
DL=4.2 psf, wind BC DL=5.0 psf. Iw--1.00 GCpi(+/-)=0.18
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
CHORD SPACING(IN OC) START(FT) END(FT)
TC 45 0.00 7.00
Bottom chord checked for 10.00 psf non -concurrent live load.
BC 84 0.00 7.00
Calculated vertical deffectionis 0.00" due to live load and 0.1Z'due to total load at X = 3-4-8.
Deflection meets L/360 live and U240 total load.
T15" 7'
W 3'6"
147'
R=259# U=86# RL=42/-42# W=4" 7- R=259# U=86# W=4"
LEFT JIG = Tl 1 "3 RIGHT JIG= 3'11"3
DESC. = B02 SEQ = 4535
PLT. TYP.-WAVE DESIGN CIU-FBCX97IZEWPI-MN FM= 0%(B%Y S(0) QTY= 10 TOTAL= 10 REV. 9.01.01.0124.03 SCALE =1.0000
TRUSS COU.
T-1
290(ffndumrial 31-d
For( Picrce, r1l. 34446
11110 a b, M. 2) 466-33M
Fax: (-2) 466-9329
I
-WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI 9RUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
P ROPERLY ATTACKED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. **IMPORTANr* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
ID IGN H N, HESUITABILITY NDUSDE)FjHSCOMP NENr FOR ANY PARTICULAR BUILDING
I S S 0 T ILITY BLt -1995 SECTION 2.
SET H E RSE P OWN I B OF THE LDING S ER, PER A0NSI/TPI I
Julius Lee P.E.
License # 34869
109 Coastal Bay 131—
oynton Beach, FL 33435
TC LL 20.Opsf
TIC DL 7.Opsf
BC DL 1 O-OPSf
0
BC LL* 10.0PSf*
TOT.LD. 37.Opsf
REF
DATE 07-28-2010
DRWG
LVA
O/A LEN. 7
DURYAG. 1.25
JOB #: 100379
SPACING 24.0"
TYPE: COMN
PDF created with pdfFactory Pro trial version www.r)dffactory.com
)b:(l 0379),OB-8itri&ne,��i�i�neRdtidenceAdditiori/V4 -THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 140 mph wind, 15.70 It mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf,
Bot chord 2x4 SP #2 wind BC DL=5.0 psf. W-1.00 GCpi(+/-)=0.18
IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Member design based on both MWFRS and C&C, wind reactions based on MWFRS.
CHORD SPACING(IN OC) START(FT) END(FT)
TC 23 0.20 3.80 Bottom chord checked for 10.00 psf non -concurrent live load.
BC 47 -. 0.05 3.95 Calculated vertical deflection is 0.00" dueto live load and 0.0(y'due to total load SIX = 2-0-0.
Deflection meets U360 live and L/240 total load.
See DWG VALTRUSS0207 for valley details.
8"15 2' 3-21"If 3'11"15
1 171 8"6.
049 3'11-6, 4'.
2X4(D8R 010 5 3119,13 0"10
2X4(DE
3'
T1 6
.1 If -
la� - - _,,�:�V 1 "6
3111"%
4! R=72plf �=,100plf W=4�
LEFT JIG = 2'V7
DESC. = V4
PLT. TYP.-WAVE DESIGN CRIT-FBC2007REWPI-20M FURr- 0%(O%Y S(0) QTY=2 TOTAL=2
-WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
TRUSS CORP.
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR., SLATE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES
IC
FIR OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
_T1
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. -IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEMATION FROM THIS
DESIGN; ANY FAJLURETO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
2900 Ind 33
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICA13LE
ust rial i-d
PRO\4SIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
Ftprl Pierce, FL- 34946
PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 GALV. STEEL
-
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON
11110alb., (772) 466-3M
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES
17ax: (7 ) 466-9.329
1ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING GNER, PER ANSIITPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
RIGHT JIG = 217
SEQ = 4542
REV. 9.01.01.0124.03
SCALE =1.0000
Julius Lee P.E.
TIC LL
20.Opsf
REF
License # 34869
TC DL
7.Opsf
C% Ig DATE 07-28-2010
a.
13C DL
I O-OPSf
-
e DRVVG
BC LL*
10.0psf
LO) LVA
TOT.LD.
37.Opsf
T Z' D/A LEN. 4
DURYAC.
1.25
JOB #: 100379
1109 Coastal Bay Blvd.
3oynton Beach, Fl. SM35
SPACING
24.0"
TYPE VAL
CD
m
(9
z
in
W
W
C-)
x
W
CO)
z
0
LL
a
W
a
z
0
0
Lu
ui
NO BACK CHARG.ES WITHOUT, PRIOR APPROVAL FROM A FREPRESENTATIVEOF TJ TRUSS CORP
11Z t --Sr-
DORMER WALLS @ 147 AFF
NEW
5/12 1
1; jkq
t,',& I
P;* !2!
M?
d MA;
%Ard
I I
MIN'd
I CA
I
I iffiff
pp"
pm
gf-12 --I :� �! Z :i Z :� Z� ;� - ;X ;t .4 -it
NEW
12
5
HEEL HEIGHT
ri Icmr
CANT.
DORMER TRUSS DETAIL
WINTRUSSIESD ETAIL
r------------------------- I
: BEARING ELEVATIONS �
-----------------
ERA- WALL HGT.
NEW
B ALL HGT.
-3 W _IEXISTING
L-------------------------
C
g:tIq
Cj lu ;; A C5
7=!§Z
2: , CJ) U-J. wLu-
0-P095
mji�- ou-
�800ta.
ABBREVI&TIONS
I MDR= 7BUILDER
HA
MG.q= NGER
GDR- GIRDER
CLG= CELING
OPOF
T.013�- TOP OF BE-AMP111N.
IMPORTANT NOTES
TJTRUMWPRDVIDESSTANDARD�W�
coNmEcnONS.AUL STRAPS AND UPUFTTEDOrM10
FIATOMEII8,BEAIO.WALLSMDJACKBAREMIRIM
BYTHE BUMDER DRAWN VIALLSARE BEARMIG UNLESS
OTHERMSE NOTED. ALL UNDERFRAMING OF DROPPED
CrIJUNGS AM FINISH FRAMING OF SPECIAL CEILINIM 19
BYRULDER.
TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING
OF THE ROOF SYSTEM. FOR TEMPMYAND PERMANENT
BRAZING REQUIREMENTS SEE BCS1 I-C3 GUIDE
BRACING REQUIRED BY THE IND(VIDUAl. TRUSSIWE5
COMP(MENTS 13 TO OVERCOME BENDING OF SPECIFIC
COMPRESSION MEMBERS DUE TO GRAVITY ORWND
LOADS AND SHOULD NOT BE CONFUSED WITH THE
BRACING REQUIREMENTS OF THE BUILDING SIRIXIURE�
AND SHALL BE INSTALLED BY BUILDER.
TJ TRUISS DISCLAIMER&
FORANY CONFLICT BETWEEN THIS SETTING PLAN AND
THE INDIVIDUAL. ENGINEERED DR&WINGS. THE
REPRESENTATIVE OF TJ TRUSS
REQUIREDENGIN EMO DESIGN AND REPAIROFTHE
TRUSS. NO BACKCHARGES MALL SEACCEPrEO UNLESS
APPROVED INWRMNOEYANOFRCrROFTJ TRUSS
CORP. FAILURE TO SEEKTHE RESOLUTION OFA
PROBLEM UNTLAFTrR7Hr ROOF ISSHINGLrOOR7HE
[PROVIDEANDMTALLANYANDALLPERWNENT
DPACINOFtEQUIREDBYTHETRUSSMIGN&PRDVIDEA
rUffAMEt*X)BSTYMTEDAREATOUNLOAI)TfUjSSES.
7084E"ALLTRLISSCDWMEMTSNACCORDANM
WITH THE TRUSS PLATE nimmim FusucAmoN a=
AND TO SEEX PROFESSIONAL HELP AND ADVICE ON ANY
QUESTIONS PRIORTO THE EMOTION OF THE 7RUSSE%
FLORIDA ADLE COW OIGI SM.= COMPLIANCE NOTE.-
THISTRUSS PLACENINT DIAGRAM WAS NOT CREATED By
AN ENGINEER, BUT FATHER BY THE TJ TRUSS CORP
STAFF AND IS PURELYTO BE USED A3 AN UISTAIALTION
GUIDE AND DOES NOT REDISM A SEAL COMPLETE
TRUSS E14GIREMNG AND ANALYSIS CAN BE FOUND ON
r
To
UIT
A
T
A. EN
WDE
Tm I
TRUSS DESIGN DRAWINGS WHICH My BE SEALED
ByTHI
THETRUSSMIGNENGINEER.
LOADING CRITERIA
ROOF FLOOR
TCLL:- 20 PSF TCLL1 0 PSF
TCDL- 7 PSF TCDL:- 0 PSF
BCLL*. . 10 PSF BCLL1. 0 PSF
BCDL: 10 PSF BCDL: 0 PSF
TOTALLOAD: 37PSF TOTALLOAD: 0 PS,
SPEED: 140M.P.H.
ING EXPOSURE: B
3ORY. RES II
LOAD TYPE: MWFRS w/ C&C Reactions
APPROVAL IS NEEDED
(3)
WEEKS PRIOR TO DELIVERY DATE
YOUR SIGNATURE WILL ACKNOWLEDGE
(I)AUTHORIZATION TO BEGIN FABRICATION
(2)VE111FICATION OF DIMENSIONS _
PITCHES, HEEL HEIGHTIS, OVERHANGS, ETC.
(3) TRUSSES WILL BE BUILT IN STRlCr
ACCORDANCE WITH THIS LAYOUTI
E]APPROVED-NO CHANGES
E]APPROVED AS NOTED
Q REV`ISE AND RESUBMIT
DELIVERY DATE
DELIVERY ADDRESS:
TRLSS C1W.
2801 INDUSTRIAL 33RD
Fr. PIERCE, FL 34946
PR (r/2) 466 - 3388
FAX
T.�W
tair
)._3388
IMONE RES. ADDITION
rDDRE-`SS .
11 S E. SOLAZ AVE.
OMIT
T. LUCIE
PDF created with pdfFactory Pro trial version www.pdffactory.com