HomeMy WebLinkAboutSUBMITTED PAPERS_1411 o
OFFICE USE ONLY: '
DATE FILED: (' d1--
PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER:
CONCURRENCY FEE: ,, vvvv RECEIPT NO.: CERT. CAP. NO.:
1.
2.
3.
4.
U
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553
a!/(J
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
LOCATION/SITE ADDRESS:fi
PROJECT NAME:
PROPERTY TAX ID #:q-
LEGAL DESCRIPTION (attach extt
PROJECT INFORMATION
SITE PLAN NAME:
=9Il1iL"7 2UNIFAM
sheets
PLAT B OK _ 6. PAGE NO. 7. BLOCK NO.
9. PARCEL SIZE (ACRES/SQ FT.): i LOT DIMENSIONS:
10. CfPmPLETF
rnAv
11. SETBACKS
12.
rjUT(P- "U IL4 ULA-F-
8. LOT NO.
AJJ. L .,K. i --,
RIGHT SIDE: 6&�J— LEFT SIDEA/ R1
TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION [EXPANSION/ADDITION
[RESIDENTIAL [ ] COMMERCIAL
[ ] OTHER (SPECIFY) A
13. DESCRIPTION OF PROPOSED USE: I lti/l(�,�
14. SQ. FT OF CONSTRUCTION: --�&
16. VALUE OF CONSTRUCTION: $ 2� I/f0GV.k--
[INTERIOR RENOVATION
[ ] INDUSTRIAL
15. SF. FT 1 st FLOOR:
The value of construction is used to determine the amount of permit 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
UPDATED 6/25/09
a,
..
r
OWNER INFORMATION
CITY: i STATE: r"Q011 ZIP: , JL -jy
PHONE (DAYTIME): ✓' / Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): L�
CONTRACTOR INFORMATION
ST. of FL REG.CERT #: P(WST.
LUCIE COUNTY CERT #:
VAM
BUSINESS NAME:
HD
QUALIFIERS NAME:
Vi
ADDRESS:
1 �'J ()
CITY:
STATE:
ZIP: 0
PHONE (DAYTIME): ��� Q: y)J
FAX NO. ll�V� �6 li� Email:
r
Qru l OAK 670i4t5 C
U
ARCHIT/ENGINEER:
ADDRESS:
CITY:
STATE:
ZIP:
PHONE (DAYTIME): �)
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.
Ar
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 permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, 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: 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 JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
ER OR CONTRACTOR SIGNATURE
STATE OF FLORIDA I �
COUNTY OF w
The foregoing instrument was acknowledged before
me this 10 day of q43 20Af—
by U t, 906
who's ersonally known v or ced
>o tificah
. �y W.
tore of Notary
Commission No. (Seal) �y
V
C TRACTOR SIGNATURE
STATE OF FLORIIA_, e
COUNTY OF G1lf C
The foregoing instrument was acknowledged before
me this 10 day of 6W 20 —
by (�J�I
who is personally known ✓ or hasj4Nduced
Signature of Notary
Commission No.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACVSIGNATURE MUST BE NOTARIZED. IF APPLYIN(
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO
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 checklist.
OFFICE USE ONLY
SECTION
TOWNSHIP
ZONING I �, �un I LAND USE
BP #:
RANGE I I MAP NO.
LOT CVG % I�V5,31? I TAZ NO.
FLOOD ZONE
FIRM MAP #�
v
1ST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FIRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
AREA
FEE
FEE
(RADON)
LIBRARY
PUBLIC BLD
PUB
PARKS
IMPACT
IMPACT FEE
bIPACT
IMPACT
FEE
CORRECTION
FEE
FEE
GENERAL
SCHOOL
RO
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT
IMPACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
/
y
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING -
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
CO2VER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
INITIALS
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE COMPLIANCE DIVISION
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
J I VlJt I 11Vt/ft 1 1 UI Y 6 will be using the following sub -contractors for the
(Company/Individual Name) ( i
project located at
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
Aumole cn I
�q � IUD 072
Plumbing
AW
Vm CJc�
Q, 5
HVAC/
Mechanical
Roofing
I
Gas
�)FF10E USE ONLY:
PERMIT ISSUE DATE:
NUMBER: f �� — oS ��
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: ng�
State of Florida Certification Number afepplic6le): SCOW 0 7'q
C-L.F-s-TPjcA-( GN imc7-&6, lAic have agreed to be the
(CompanyName/Individual Name)
Ei—�-C�To,ic sub -contractor for Ads �� G � ��y �
(Type of Trade) (Primary Contractor)
�7 D i VJ ��,�WeJ Oak Lme- �s�'.. ,
�
for the protect located at /�
(Project Street Address or Property Tax ID #) zq qq o
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. 00"0)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORI AL SIGN S ARE REQUIRED
MAAlAf
TUBE PRINT NAME j DATE
Business Name: A w a RA--T ICLcc 1 % l C/-1 Coo ) p-&c rliy(.
Address: 73 oo Go l l o rrl Pj-
City/State/Zip: t'dP�j a LiJ�'/�
1
Phone: '77o�- 979— T71 ems:
OFFICE USE ONLY:
PERMIT # ISSUE DATE
C
ST. LUCIE COUNTY PUBLIC WORKS
V.
P Ge
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: I lL
State of Florida Certification Number (If applicable): F0 U 5 5 -a h
have agreed to be the
Name/Individual Name)
J
sub -contractor for &OL h
(Type of T a e) (Primary Contractor)
for the project located at UuM 06k P00- %V 196
(Project Street Address or Property Tax VD #)
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 License)
ORIGINAL IGNATURES RE REQUIRED
I A PRINT NAME DATE
Business Name:
Address:
City/State/Zip: �� c�� _ rk off. ci -� y
Phone: email:}]\�,c` Iu INy @ C�g Ay
OFFICE USE ONLY:
C_
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable):AcHam em"r, (�
have agreed to be the
(Company Name/Individual Name)
c
sub-contractor for
(Type of Trade) (Primary Contractor)
for the' project located at n Latto d ck "-a,p � d�l�r
(Project Street Address or Property Tax ID #)
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 License)
ORIGINAL SIGNATURES ARE REQUIRED
� 4�4__
SIGNATURE
Business Name:
Address:
City/State/Zip:
Phone:
OFFICE USE ONLY:
PERMIT # ISSUE DATE
PLANNING & DEVELOPMENT SERVICES
Building Code Compliance Division
V&M'
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: '2 1 1 1 . . .... . ...
State of Florida Certification Number (Wapplicable)- r 15 -7q
[VI C. have agreed to be the
(compafiy NamelindividualNiame)
90A sub -contractor for 4AAgs
(Type of Trade) . (Primary Contractor)
for the project, located at cqGpq /Zwrej kane JJj m
(Project Street Address or Property Tax.11) #)
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 Ming,: a Change of Contractor notice. {Form: SLCCDV
No. 004-00)
BUSINESSQUALIMR (IName ofthe Individual shown on the Contractor's License)
Q D
hohAC—
PRINT N,—AlvM
-2-—V Business Name; cob wR5 (Vic-
Address:JIC
City/State/Zip:
t , PL- :3 -7
Phone: R 2 & 7 c--2&—, 6 -C
email:..,
NOTICE OF COMMENCEMENT
Permit No.
State of Florida County of St. Lucie
The undersigned hereby,gives notice that improvement will, be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement.
Owner information or Lessee 'gformation if the Lessee contracted.for the improvement:
Name IYIGrIo n.0 Kin is2_
Address I (otx' g . OLo(,1,6 061CA (jn j- c(87_ — jLa0 an rj 0—bl,
Interest in property: Ems' YILJ r—
Name and address of fee; simple titleholder (if different from Owner listed above):
Contractor's Narr
Contractor Addre
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
90 _Ja7- 2.911-067-00
61
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sectio
713.13(1)(a)7., Florida Statutes:
Name: Phone Number:
In addition to himself or herself, Owner designates of
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by owner
to receive a copy of I
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment b
contractor, but will be 1 year from the, date of recording unless a different date is specified)
_TG1 0 71 (4 a
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WARNINGTO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I h {ead the foregoing notice of commencement and.that the facts stated therein are true to the best of
my knowledee 60d belief. / /
or Lessee, oyOw_q4k'6r Lessee's Authorized'Officer/Director/Partner/Manama
(Signatory's Title/Office) �j
The foregoing instrument was acknowledged before me this C day o, 20)3
By
as
for
163
SHERM KELLU
MY COMMISSION # EE225005
EXPIRES October 04. 20%
of Pe rs ri Type of authority (e.g.officer,trustee) Party on behalf of whom instrument was executied
�. Personally known_" or produced Identification
(Sigfiature of Notary Public -State of Florida)
(Print, Type, or Stamp Commissionid Name of Notary Public) Type.of Identification produced
4
Marlene Reetz Record: 1 of 1
Property Identification
Site Address:
2009 NW Laurel Oak Ln
Secfrown/Range:
26 :37S :40E
Map ID:
44/26N
Zoning:
PUD
Ownership and Mailing
Owner: Marlene Reetz
Address: 2009 NW Laurel Oak Ln
Palm City FL 34990-8021
PROPERTY RECORD CARD
«Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD: 4425-605-0055-000-4 " l ��ViCIE0G2
Account* 119224
Use Type: SF Res
City/Cnty: Saint Lucie County %l
Legal Description
HARBOUR RIDGE -PLAT 6- LAUREL OAKVILLAGE UNIT 22 (MAP
44/26N) (OR 3584-1467)
Sales Information
Assessment 2013
Date
Price
Code
Deed
Book/Page
2013 Final:
236500
11/13/2013
190000
0001
TR
3584 / 1467
Assessed:
236500
11/29/2007
100
01
WD
2911 / 2026
Ag.Credit:
0
4/24/1992
100
01
WD
0790 / 1017
Exempt:
12/1/1989
100
01
WD
0667 / 1470
Taxable:
11/1/1987
289300
00
CV
0564/0652
Taxes:
4789.67
BUILDING INFORMATION
Total Land and Building
Land Value: 88000 Acres: 0.28
Building Value: 148500
Finished Area: 2198 SgFt
Exterior Features
View:
-
RoofCover:
TC - Clay Tile
RoofStruct:
HP - Hip
ExiType:
HA- - HA-
YearBlt:
1988
Frame:
-
Grade:
A- - A-
EtfYrBlt:
1988
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
1/213ath:
1
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBlt. No. Use Type
Type
Measure Depth
DWG - Driv-Concret
Y 1 720
AV AV
1988 1 0100-SF Res
GFI -Site
1
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
® es' Commercial uil4i-lg Permit Cheeldist
General:
es
❑ No ❑ ITT/A
Application completely filled out with Notarized Signatures ........................ .
Yes ❑ No ❑ N/A
Sub Summary list with contractors' names & county & state certification numbers. _ ,. .,
es.....................L1 �c es ❑ Igo ❑ lei/A
Sub Agreements with Original Signatures ..
gm gn ..........
Owner / Builder Affidavit ................................................................ .
.. ❑ Yes ❑ No N/A
Owner / Builder Electric Affidavit.........................................................
❑Yes No N/A
Filled Land Affidavit ........................." 1'
❑ Yes ❑ No . ❑ N/A.
ecoxded vTarranty -1�eed .... ........ ... . .
or R . .
es N® N
N/A
Recorded Notice of Commencement Yes :❑ N® ❑
Utility Agreement or Payment Receipt ...................................................
❑ Yes. N ®
/
®N A
..,/
Ea Yes El No
❑ N/A
Vegetation Removal Permit .......................................
Lot of Record .:...
Non Conforming ............................................
❑ Yes ❑ No
❑ N/A
P➢afts CaIlcn�➢�tnolas & Attachments (3 copies conimercial 2 copies resider alb
Complete set of plans with Engineer / Architect Raised Seal ....................
o �Yes ❑N
❑NIA
Truss Plans Reviewed and Approved by Engineer / Architect ..................
Yes ❑ No
❑ N/A
❑Yes ❑ No
❑ N/A
Landscaping and Parking Plans............................................................
Three (3) copies of Approved Site Plans ..................................... ......:.....
N
❑ yes ❑ o
❑ N /A
Two 2 Sealed Surveys or Plot Plans with Dimensions, Finished Floor ........
i }
[� Yes ®No
❑ N/A
[2-yes ❑ No
❑ NIA
Elevation and Setbacks .................... ............................................
Health Department Approval Stamped Survey and Floor Plan ................
P on Y
❑ Yes ❑ NO
❑ N/A
Health Department Food Establishment Permit Stamp on Floor Plan ............
® Yes ❑ No
® N/A
..... _ .....
Manual "J" or Manual "N" Calculations ......................... • • -
Yes ❑ No
® N/A.
❑ N/A
[VJ Yes ❑ No
Signed Energy Calculations.................................................................
❑ NIA
Certification
Sealed Wind Load Compliance ...........................................
Yes No
Yes ❑ No
❑ N/A
Product Review Affidavit ...............................................
Page 1 of 2
B ffia W"G 8 Gi 0 ld a s V1 v-V %041 M;V m-.n v L' 6 a,W a u .r M s n e a ma oa u u n a e m b +mv r a u e- U n, n u u v a
Residient Corm mer ial Building -emit Chet s
E i EST. F.-N,UBQ��E�: TEC. -VAN .
:_.
Other.-
Health Department Permit Paperwork...................................................... ❑ Yes C1 No ® N/A
CD for Fire Department if Commercial or Multi -Family Yes No N/A
DEP, SFWM® or Army Corp of Engineers ..: .................... :.................... ® Yes ® No [] N/A
Pool Barrier Affidavit........................................................................ Yes F-1 No Ei ITT/A
Ground Sign Landscape Affidavit......................................................... El Yes No ® N/A
B.urn Rate for Sign Cabinets............................................................... ❑ Yes M No. N/A
RV anal Mobile Home Tie- Downa ®nlv (2 copies)
Permit Worksheet (Tie Dom Diagram) ................:................................ M Yes [l No ® N/A
Manufacturer Set -Up and Installation Manual .......................................... ®.Yes 0 No ® N/A
Manufacturer Blocking Documents .......................................................... ❑ Yes [] No E-1 N/A
Signed Penetrometer Test (1 copy) ................................ I ....................... ®Yes No ®N/A
Stair Details ................... .......... .......... .................... ® Yes 0 No M N/A
Mobile Home Inspection Report for Relocation....., .................................. El Yes E:1 No ® N/A
Copy of Title for Relocation.............................................................. [l Yes ® No El N/A
Class `°A Approval from Growth Management .................... . EYes E_ [ N/A
Name (Printed)
signature
Page 2of2
Date
JM Climate Pro® Fiber Glass 'Blowing Wool
Your home has been professionally insulated to provide superior thermal resistance.
Homeowner's Name k'6' Date
Address Q Q 9 /'L� 0a'k
City P/3, , ( State Zip 3y ��f (�
CLIMATE PRO INSULATION, BAG WEIGHT —28.5 I.B. MINIMUM
R-VALUE
MINIMUM INSTALLED
MAXIMUM NET
MINIMUM WEIGHT
(hr•sq.ft •°F/BTU)
THICKNESS (in.)
SETTLED THICKNESS (in.)
BAGS PER 1,000 S0. FL
COVERAGE (sq.ft./bag)
(Ibs./sq.ft.)
Installed insulation
Expected thickness
Minimum number of
Contents of this bag
The weight per sq. ft.
To obtain an insulation
should not be less
after long-term settling
bags per 1,000 sq.ft.
should not cover
of installed insulation
resistance (R) of
than:
has occured
of net area:
more than:
should not be less than:
11
4.4
4.4
4.9
202
0.156
13
5.2
52
5.9
170
0.185
19
7.4
7.4
8.7
114
0.275
22
8.5
8.5
10.2
98
0.321
26
10.0
10.0
12.2
82
0.384
,M-a:V.�5^
,
AdKs ,..a`-h,.k. .ka,:..bf,A...
iF .4.„Cf4 "?twn
38
14.2
14.2
18.4
54
0.579
44
16.2
16.2
21.6
46
0.680
49
17.8
17.8
24.3
41
0.767
60
21.4
21.4
30.6
33
0.963
See reverse to determine adjustment in coverage for Climate Pro Insulation installed in Minnesota.
1438 SE HUFFMAN RD. r 1 /L
C0mpg}yoT 8A",.. .
�r-�34s5' Address Phone
Home Builder Signature Date
Company U'�'i Q &-1Z�'Yl Address Phone
Johns Manville
- ---Chabab, RE.
5428 NW Edgewater Ave.
Port St. Lude, n 34983
April 14, 2014
Joe Cicio, Plans Examiner
Building Code Regulation
2300 Virginia Ave
Ft. Pierce, FL 34982
RE: Building Permit# 1402-0125
2009 Laurel Oak Ln, Palm City FL 34990
Boral Tile Seal Underlayment.
Dear Mr. Cicio:
Roofing contractor installed Boral Tile Seal Underlayment in lieu of Hot Mop. The product
meets 2010 Florida building Code and has product approval # FL14317-R4. I hereby
_ recommend the use of this material for tile seal underlayment.
Should you have any questions or require additional information, please contact me at your
convenience.
Sin erely
)�`ccc
Abraham Chabab, P.E.
cc: Pam Mills, Ruben Construction.
11
772-878-5079 772-475-6630 Fax 772-785-8291
Email: agchababl Omsn.com
it
TITAN
C011INCRETE
Materials for Life"
gmncreti
Y M
Thank you - We appreciate your business".
FORT' PIERCE:
41r_?f7) SEL V IT2' RCiE=D
F*T (FIERCE:, FL 3f+`• 82
Ticket no.
848,41
i Delivery date Plant Truck I Driver Truck size Type job
I Lwil�h;=^0;1�� E, FJ �1�E C7L.CHRIST L�t.1ANE 1aZ+A+Z+�I �t_jPSE�6�1Clor
Customer no. Customer name Zone Tax CD
9+il00.431.7 I L-1i__ACKF'IN BUILDING E,� DEVEL T`
Tarmac project no. I Customer P.O. no. Order no. I Terms code 1-Charge delivered 3-C.O.D. Time due
13E :)2 71 - !.,A 'kChargeF.O.B. 4-C.0.1)-F.O.B. .j.; -.34
Delivery name and address V� Lot Block County
SST Lj 1C I E COUNTY V
2009 Lf--IRi_jE.L_ OAK LN, PAL.A CITY
Instructions I =35 SOUTH TO I?ECi-;ER RD GO EAST TO 1.:ILSON RD T/L "I'D NW slump
1-'fARBOUR RIDE BLVD T!'L_ C4 ► (1
Quantity Product UII1(I' Unit priceAmount
Load Cumulative Ordered Code Description
r1I71 ;i Goo 00 10, 00 CA( B8P30 :,•. *8 FIM CY
50+: 007 FUEL SURCI•AU LD
81777j1+�+1ZI E!'�!VIRi�i�l SU4 Ci'G� LCi :
Load Arrive job site Start discharge Finish licharge Leave job site Arrive plant
v� Subtotal
r_ Sales tax
1 TOTAL
Additional water aadded to this concrete will reduce its strength. Any water added isaf customer's risk.
Gallons of water added:`30 Gallons of water added: " (:) Gallons of water added: 2-0 Amt of CC R tained�.
Customer Approval: Customer Approval: Customer Approval: CustLe22Approyal
Tested Tested properly I No. `� J Autrcor and,r ce vi ed by
❑ Yes �❑ ❑ No Yes No x ��°�*
Safety is. a constant state of mind, with
every employee feeling responsible
and empowered to act to cause him
and others to work safely, on the belief
that all accidents are preventable and
that zero incidents is the only goal.
Lot:
Block:
Address: Correct Not Correct
539-3 %
CUSTOMER COPY
TARMAC. AMER[CA LLC
TERMS AND CONDITIONS OF SALE;
I . All sales will be subject to these terms and conditions ("Contract') and, if buying on credit, to Buyer's credit agreement with Seller, incorporated herein
by reference. all other terms, including any terms contained in Buyer's purchase order, are excluded unless agreed to by Seller in writing. Any changes
must be in writing and signed by each party. ']'his Contract will be construed in accordance with the laws of the state of Florida. For all disputes relating
to this Contract, I3ztye, < reby consents to tlze.jurisdietion and. venue ai'the state and federal courts for the location of the delivery site of the goods sold
hereunder.
2. Payment terms: Net the iast day of the month following the month of delivery, without deduction, retairrage, set off or charge backs. A cash discount of
1% :l0°' proximo may be deducted if no previous balances are past due. Interest at the lesser of .1 �12,% per tnomh or the maximum rate allowed by law will
be imposed on outstanding and delinquent invoices from the date of delivery until paid. Buyer will pay to Seller all applicable :federal, state and local
sales and use taxes. In addition to any other available rights and remedies, yeller will be entitled to recover from Buyer all. costs of collection and litigation
including, but not limited to, reasonable attorneys' fees. Seller reserves the right to require payments in advance or to cancel the unfilled portion of this
Contract without notice in the event of Buyer default of any Contract provisions, or if the financial status of Buyer becomes impaired or deemed unsat-
isfactory to Seller. Failure of Seller to exercise any of its rights will not be, deemed a waiver of any such tight.
3. Regular delivery hours are 7:00 a.m. - 5:00 p.m., Monday through Friday. An additional charge may be added for deliveries outside of these hours and
for any waiting/unloading periods in excess of 60 minutes. Prices are based on full loads; an additional charge will apply to loads of less than seven cubic
yards. The minimum loam for each delivery is P/> cubic yards.
4. Buyer will give Seller at least 48 hours prior notice of the time and rate of requested deliveries. Delivery schedules will be mutually agreed upon between
Seller and Buyer. .Deliveries will be made to the best of Seller's ability to dispatch, however, Buyer waives any claims associated with any delays in.
delivery.
5. Buyer must provide suitable approaches to delivery points beyond paved streets. For delivery, beyond curb lines, Buyer assumes all liability for damage
to vehicles, sidewalks, driveways, pipes, septic tanks, andlor other property, and Bayer will indemnify and hold Seller harmless from and against any and
all liability, 'Loss and expense ineu-red as a result of such delivery, including but not limited to towing charges, except to the extent caused by Seller's
gross negligence or willful misconduct. Buyer waives any right of subrogation against Seller.
6. Buyer is responsible for full. payment of including all costs of disposal and Seller's return charge per truck. for, (i) orders not cancelled at least one hour
prior to delivery time: (ii) concrete delivered due to Buyer's mistake or in excess of requirements; (ii) concrete not deliverable due to unsuitable
approaches.
7. Concrete prices and quantities are based upon the wet volume at the time of discharge from the truck, and are not sold "form measurement" or measured
"in place". Yield will be established in accordance with applicable AST'M standards. Buyer will pay all charges incident to inspection or tests made by
or on behalf of Buyer.
8. Limited Warranty: Buyer is solely responsible for determining the type and quantity of goods to be purchased. Seller warrants that its products will meet
or exceed applicable American Society for Testing Materials ("ASTM") and American Concrete Institute ('`AC'i") standards, when tested in accordance
witla.ASTM. and evaluated by ACT standards. Seller will repair or replace any goods supplied by Seller that fail to meet this limited warranty, within one
year after delivery thereof. Seller will uphold its watkanty obligations under Florida statute 71.8.203, as applicable. ALL OTHER. WARRANTIES,
WHETIIF..,R EXPRESS OR. i.MPLIED, INCLUDING WITIIOUT LIMITATION TITF... WARRANTIES OF' MERCI-IAN'TABIl.I'['YANt) FITNESS FOR.
A PARTICULAR PURPOSE, ARE HEREBY EXPRESSI:Y EXCLUDED. THE. REMEDY SET FOR'1-1-I IN THIS SI',CTION 8 WILL., CONS ITT'UTE
THE SOLE REMEDY OF BUYER UNDER'THIS LIMITED WARRANTY,
_ __ _S 1lc lrvt i.11_rrot.I}exesponsible fe-r slump, strength or nuality of any connr ere to Which water or other material has been added by or on behalf of Buyer.
Buyer will, be responsible to see that the concrete is handled in accordance with best construction practices. Seller has no control over the placing or
handling of concrete after unloading and does not guarantee the finished work in which it is used. Buyer will be responsible to prevent concrete after
unloading from coming into contact with any material., such as aluminum, which inay adversely impact concrete strength.
10. Buyer will furnish any admixtures or ingredients it desires that are not regularly supplied by the Seller in the marketplace. Buyer will be solely respon-
sible for the effect of such admixture or ingredients on the concrete. Any extra product which may be required in excess of the mix design quoted, or
which may be required to provide workability, strength, setting time or water/cement ratio, will result in an additional ingredient charge payable by Buyer.
11. Concrete will be batched and delivered in accordance with ASTM C-94. Concrete temperature will be dictated by the environmental and material Midi--
tions at the time of delivery. Any requirement beyond these conditions will require the implementation of controlled measures during production at the
expense of Buyer.
12. Buyer must give Seiler written notice within 48 hours after delivery of any claim against Seller as a result of any alleges] nonconforming mijterials or any
other cause whatsoever (other than failure to meet compressive strength, in which event the time for notice will be within 48 hours after the customary
time for analysis of the test cylinder), time being of the essence. Sel[or wi]1 be given reasonable opportunity to investigate all clainis. Any failure by
Buyer to give written notice within such 48 hour period will be deemed a conclusive waiver by Buyer of all such claims against Seller.
13. SELLER WILL NOT BE LIABLE UNDER. ANY CIRCUMSTANCES FOR ANY SPECIAL, INCIDENTAL, PUNITIVE OR CONSEQUENTIAL
DAMAGES .INCLUDING; WITHOUT LIMITATION, ANY DAMAGES RELATED TO DELAY, WHETHER. BASED ON •STATUTE, TORT,
CONTRACT, O.R. OTHERWISE, AND WHETHER. OR NOT ARISING FROM SELLER'S NEGLIGENCE, STRICT LIABILITY BILITY OR. FAULT, IN NO
EVENT t!4'li_,1_, SEiJ..ER BE RF.,SPONSIBI...E FOR DAMAGE DUE TOT[] E ACTIONS OF OTHERS OR. THE FAILURE OF BUYER TO COMPL..,Y
WLTIi ITS OBLIGATIONS. SELLER'S LIABILITY FOR ANY CI.,AIMS WILL BE I..IMI'TED TO'ITIE PU'RCIIA:SE PRiCE, OFTHE GOODS SOLD
UNDERTHIS CONTRACT.
1.4. Notice. All notices to Seller will be sent in writing to the sales office issuing the price quotation, with a copy to Credit Department, 455 Fairway Drive,
Deerfield Beach, FL 3344L
1.5. Severability. The unenforceability of any provision of this Contract will not affect the enforceability of any other, provision of this Contract, and each
other provision of thus Contract will be severable and enforceable to the extent permitted by law. J °
WARNING: CAUSES SKIN IRRITATION - INJURIOUS TO EYES.
CONTAINS PORTL,.AND CEMENT. FRESHLY MIXED CONCRETE MAY CAUSE SKIN IRRITATION O.R. INJURY. AVOID CONTACT WITH SKiN
WHERE POSSIBLE. WASH EXPOSED AREAS PROMPTLY W.iT.H: WATER. .IF ANY MIXTURES GET INTO THE EYE, RINSE.., IMMEDIATELY
WiTH WATER. AND GET PROMPT MEDICAL. ATTENTION. KEEP OUT OF REACH OF CHILDREN.
14I VFERIAL SAFETY DATA SHEETS (MSDS) ARE AV4 XILABLE ,1'I' WW!'V.'i'i'IANAMERICA.C'OM.
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if it beecrnes net:ebary to bring action to-caiibct amount. Club On WS invoict, pumtrase on this invoiod, pitreeeeer shO be respor*brg ror reasoneve attemey fsm,
court costs, notice to owner, and Hen coat incurred by void& in aticuting collection. in%wl shall aaxuo f-U2% per monIh on outsfand og balances.
TO tics' -All invoices ace dw in foil by 1116 25th of the month foilawing ddlvwy. Accounts with past doe invoiGej aver 60 may$ will siriomatICOW be pdacW on Credit hoid-
do wtstiilt'sl" until all outstanding tiaMeea we paid In full,
NOTICE Ptw lmw ammes respomibluty after concrete reaches curbline. Adonai Concrete in not ineponsibi6 for any damages tit the job site if truck becomes
dlsebied'11n owner's grop94- duo to rmaonditianai ground. pmp?rtjr owner 1s responsible for hwft exgtOman, wohg time $•1-DO
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C ' ;Ccsfs,Rnfic® to owner, cost incurtai#:tsy v0(id4f r ng zrolfecttpn. Nftfiit7fdt alsaG mi:cfua 1-1I295 per fp0➢i� on ouI>hl�ctding balances
All invotcos are due de full by the 261h of the month Fpitowlnq deliMary. 'Ac6d�ix wukh pes# due irivoitet dyer 80 days will autmmatkaily be placed an cradle ewld-
<rqt sblp status until all aulafad<icfing bekinces anA pidd•in IsfIE• .
N i'lfvE: Purct�aer ameumes n3spaAsibilily �� car�3,g n69Chets cxlrtilfPi9: Fs'tfa�rieb`�tncMw is. Rat reepixi�fa,lar any dafrtnpYa ai.the fob she. IS tr,xk baaumn . •
l'1Q115f�f1i8,i?}rPS+.Ibdnn?±7+e+e±�;F.+.9..°i4�.alItM.Simat.L.ct!_..._.,._ ..............
S/7ehr!
T'd Xdd l3rN3S1_ �dH WdTOtZ tT02 BZ JeW
dab, RE.
5428 Nw Mgmaw Ave. r
Pan St. Lucie, FL 34989
MAR 19 20%
PERiyI"NIG
St. Lucie County, FL
Mr.19, 2014
Joe Cicio, Plans Examiner
Building Code Regulation
2300 Virginia Ave
Ft. Pierce, FL 34982
RE : Building Permit# 2WU" 5
2009 Laurel Oak Ln, Palm City FL 34990
Soil Bearing Capacity Test.
Dear Mr. Cicio:
Soil compaction and density tests have passed the requirements for the foundation of
proposed additions. This is in reference to 268 SF of living area and 143 SF of lanai area. I
` hereby recommend the approval of these tests in lieu of soil bearing capacity tests which I
have indicated on the plans.
1.
Should you have any questions or require additional information, please contact me at your
convenience.
Sincerely
Abraham Chabab; P.E.
cc: Palm Mills, Ruben Construction.
Ir it
FILt kalto
772-878-5078 772-475-6630 Fax 772.785-8291
Email: agohababl Omsn.com
1
QuEST ConsultingEngineering Testing
9 9 9
Wiyo2- 012 6-SOIL COMPACTION TEST REPORT
Client: Rubin Custom Homes, LLC Date: 02/25/14
4285 SW Martin Highway
Palm City, FL 34990
Attention: Mr. Steve Rubin
Project: Reetz Residence Report No: J-14037.002
2009 Laurel Oak Lane
Palm City, Florida
General Location Residence Addition @ Rear of House
Material Tested Slab Subgrade
Compaction Requirement 95%
Test
No.
Location
Depth
of Test
Inches
Maximum
DryDensity
c
Moisture
Content
%
Field
DryDensity
c
Compaction
Results
1
North
12
110.5
13.6
98.8
89%
FAIL
2
Center
12
110.5
36.8
80.8
73%
FAIL
3
South
12
110.5
13.8
100.4
91%
FAIL
Remarks:
Sincerely,
Quest Engineering Services & Testing, Inc.
JG
Quest Engineering Services & Testing, Inc. 2737 NW 19th Street - Pompano Beach Ph (954) 582 9800 Fax (954) 582 9836
MAR 19 2014
QUEST
Client: Rubin Custom Homes, LLC
4285 SW Martin Highway
Palm City, FL 34990
Attention: Mr. Steve Rubin
Project: Reetz Residence
2009 Laurel Oak Lane
Palm City, Florida
Consulting
Engineering
SOIL COMPACTION TEST REPORT
Date: 03/03/14
Report No: J-14037.003
General Location Residence Addition @ Rear of House
Material Tested Slab Subgrade - RETESTS (From 2/25/14)
Compaction Requirement 95%
Testing
Test
No.
Location
Depth
of Test
Inches
Maximum
Dry Density
c
Moisture
Content
%
Field
Dry Density
c
Compaction
Results
1
North End of Pad
12
110.5
9.9
106.7
97%
PASS
2
Center of Pad
12
110.5
10.1
106.4
96%
PASS
3
South End of Pad
12
110.5
12.2
105.9
96%
PASS
Footing Subgrade: (New Tests)
4
South End
12
110.5
16.3
105.5
95%
PASS
5
North End
12
110.5
12.6
105.8
96%
PASS
Remarks:
Ell
JG
Sincerely,
Quest Engineering Services & Testing, Inc.
e. N &U�fsI d I 1
Quest Engineering Services & Testing, Inc. 2737 NW 19th Street - Pompano Beach Ph (954) 582 9800 Fax (954) 582 9836
MAR 19 2014
J
QuEST Consulting Engineering Testing
Moisture -Density Relationship Test
Client Rubin Custom Homes, LLC Date 3/4/2014
4285 SW Martin Highway
Palm City, FL 34990
Project Reetz Residence Report No. J-14037.001
2009 Laurel Oak Lane
Palm City, Florida
Sample Description Brown SAND with Rock Fragments
Sample Location Center of Pad - In Situ
Moisture Content Dry Density
N (PO
Max. Dry Density (pcf) 110.5
9.4 109.0 Opt. Moisture (%) 10.4
10.4 110.5
11.8 108.5
Proctor Test Modified
Method. D 1.557
Technician BM
Remarks
Moisture -Density Relationship
111.0
110.5
y 110.0
.c 109.5
0 109.0
108.5
108.0
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Moisture Content (%)
'`&` Sincerely,
Quest Engineering Services & Testing, Inc.
Quest Engineering Services & Testing, Inc. Jupiter Ph(561)747 8886 Pompano Beach Ph(954)582 9800 Fax(954)582 9836
MAR 19 2014
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property,
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number a H n 2- -�')) aS, I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
M M-(,ne- '& 7,
Property Owne ame (Please Print)
Property 6wTerSignature Date
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFO ME THIS / 9 DAY OF���� .20
�
BYG/P� �Ci r WH IS PERSONALLY KNOWN T OR WHO HAS
PR9ab)*I? AS IDENTIFICATION.
OF NOTARY PUBLIC
COMMISSION NUMBER
`hem • g /&-, q --- '
TYPE R PRINT NOTARY
' I" SHERRI KELLEY
_ •`= MY CONtMt� PN # EE225005
EXPIRES October 04, 2016
�•
407 3" -0153 oaro
SLCPDSD Revised 08/24/2010
J ILL K. RISSER, LLC
842 SE Albatross Ave., Port St. Lucie, FL 34983
(772) 528-5917 Fax: (772) 871-1840
05/ 15/ 14
St, Lucie Cou* Puildinq Department
Ian Feview Department
P& P.evi5ion5 For:
Application # 1402-0125
2009 Laural Oak Lane
Palm City, Florida
Contractor; p bin Custom Homes, LLC
The plans were revised per the plan review checklist as fdlOW5:
Plan Page Number Action Taken
I - Added plumbing riser, Plumber verified exi5tinq.
Added pipe bollards in clarage for appliance protection
Added AC tie down detail
2
R
M
f.'e5pectfully submitted by,
Jill 41or
Added roof uplift calculation
- Added roof detail
- Changed lanai floor from pavers to cone/ added detail
(not on plan review checklist)
O
1
Planning 8 Development Services
Building 0 Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462-2172 Fax:(772)40-6443
PROPERTY INFORMATION
Address: 2009 Laurel Oak Ln
City / State I .Tip: Palm City, FI 349M
Parcel #: 4425-605-0055-000/4
Zoning: PUD
APPLICATION INFORMATION
Permit Number: 1402-0125
Permit Type: BUILDING (MISCELLANEOUS)
CONTRACTOR INFORMATION
Contractor Name:
Steven B Rubin
Business Name:
Rubin Custom Homes Llc
Business Addr:
4286 Sw Martin Hwy
City / State / Zip:
Palm City, FI 34990
REVIEWS AND COMMENTS
Review Tyne
DOCUMENTS MISSING
2/18/2014 Comment:
ENVIRONMENTAL REVIEW
Comment:
FRONT COUNTER REVIEW
Comment:
PLANS EXAMINER REVIEW
3/10/2014 Comment:
3/10/2014 Comment:
3/10/2014 Comment:
Comment:
3/11/2014
3/11/2014 Comment
ZONING REVIEW
Comment:
REVIEW COMMENTS
L
Owner(s):
Marlene Reetz
Jurisdiction: SAINT LUCIE COUNTY
Lot#: Block:
Stories: Automatic Sprinkler System? No
Fax Number: 866-480-7498
Email: Arubincustomhomes@Gmai
I.Com
US Reviewed By Date -Started Date Completed p ate Released
PENDING Audrey Humphrey 2/16/2014
VEG PERMIT IN DRAWER UNDER (R FOR REETZ) NO FEE FOR VEGETATION PERMIT 20140213- A
HUMPHREY
COMPLETE Ben Balcer 2118/2014 2118/2014
COMPLETE Angela Huff . 2/1112014 2/11/2014 2111/2014
INCOMPLETE Joe Cicio 3/10/2014
SUBMIT DUPLICATE PLUMBING ISOMETI?I YO S FOR THE ADDITIONAL WASTE LINES / SHOW WHERE
THEY WILL BE TIED TO EXISTING / INCLU ALL IPE SIZES
SHOW A DETAIL ON PLANS FOR THE APPRO D APPLIANCE PROTECTION IN THE GARAGE PER FCBM
303.4
SHOW A DETAIL ON THE PLANS FOR THE TIE DOWN OF THE MECHANICAL EQUIPMENT PER FBCM 301.12
HOW IS ROOF TILE BEING INSTALLED' NOTE,ON PLAN STATES PER FRSA MANUAL METHOD 4 ° FRSA
STATES TILE SHALL BE ATTACHED TO RESIST THE MOMENT DETERMINED USING THE DESIGN
PRESSURES FOR THE BUILDING « DESIGN PROFESSIONAL TO CALCULATE THE METHOD OF ATTACHMENT
FROM THE MOMENT OF RESISTANCE FROM THE PRODUCT APPROVAL " ADHESIVE QUANTITIES AND
PLACEMENT DETERMINE THE RESISTANCE VALUES' SUBMIT THE PRODUCT APPROVALS IN DUPLICATE
FOR THE ADHESIVE
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
COMPLETE Lydia Galbraith 2/1112014 2112/2014 7JI212014
- abs REP
6428 NW EdtewaW Ave.
Polt St. LWej FL 34983
Mr. 13, 2014
Joe Cicio, Plans Examiner
Building Code Regulation
2300 Virginia Ave RECEIVED
Ft. Pierce, FL 34982
RE: Building Permit# 1402-0125 MAR 14 2014
2009 Laurel Oak Ln , Palm City FL 34990
Building Comments
Dear Mr. Cicio:
This letter will provide you with the changes that have been recommended by the Building &
Code Regulation Division. Outstanding comments have been addressed in the following order:
-Comment 1
Isometric Layouts for waste lines have been added to plans.
-Comments 2
Bollard detail and locations have been added to plans.
Comment 3
A/C Compressor Tie Down and Wind uplift calculations have been added to plans
Comment 4
Up lift moment calculation for roof tile has been added wind pressure design.
We have also indicated on the product approval the product design pressure and type
of adhesive application.
Should you have any questions or require additional information, please contact me at
your convenience.
�erely
Abraham-Chabab, P.E.
cc: Jill, -Risser
L
772-878-6079 772-475-6630 Fax 772.785-8291
Email: agahababl Omsn.com
A moo, POM -
54"98 NW R#eiMw Aue. J
ftt ft. L *9 n 34983
Mr. 13, 2014
Joe Cicio, Plans Examiner
Building Code Regulation
2300 Virginia Ave
Ft. Pierce, FL 34982
RE : Building Permit# 1402-0125
2009 Laurel Oak Ln , Palm City FL 34990
Building Comments
Dear Mr. Cicio:
This letter will provide you with the changes that have been recommended by the Building &
Code Regulation Division. Outstanding comments have been addressed in the following order:
-Comment 1
Isometric Layouts for waste lines have been added to plans.
-Comments 2
Bollard detail and locations have been added to plans.
Comment 3
A/C Compressor Tie Down and Wind uplift calculations have been added to plans
Comment 4
Up lift moment calculation for roof tile has been added wind pressure design.
We have also indicated on the product approval the product design pressure and type
of adhesive application.
Should you have any questions or require additional information, please contact me at
your convenience.
Sin erely
Abraham Chabab; P.E.
"cc: Jill Risser
L
772-878-5079 772-475-6630 Fax 772-785-8291
Email: agohababl Omsn.com
Joe Cicio
From: Joe Cicio
Sent: Tuesday, March 11, 2014 8:46 AM
To: 'arubincustomhomes@gmail.com'
Cc: Joe Cicio
Subject: Review comments for permit #1402-0125
Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf
Dear St. Lucie County Permit Applicant,
Please see the attached plan review comments which have been generated for your permit. As soon as we receive the
modified plans and any additional required documentation back from the design professional , contractor or owner we
will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have
been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to
permitting for permit issuance.
Thank You
Jvu.pf.lK. Cicio
Plans Txarniner II
Standard Building Inspector
Building Plans Examiner
One and Two TamilyDwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462--1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and !
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Planning & Development Services
Building &.Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462-2472 Faxi(772)462.6443
PROPERTY INFORMATION
Address: 2009 Laurel Oak Ln
City / State / Zip: Palm City, FI 34990
Parcel#: 4425-605-0055-000/4
Zoning: PUD
APPLICATION INFORMATION
Permit Number: 1402-0125
Permit Type: BUILDING (MISCELLANEOUS)
CONTRACTOR INFORMATION
Contractor Name:
Steven B Rubin
Business Name:
Rubin Custom Homes Llc
Business Addr:
4285 Sw Martin Hwy
City / State / Zip:
Palm City, FI 34990
REVIEWS AND COMMENTS
REVIEW COMMENTS
1
Owner(s):
Marlene Reetz
Jurisdiction: SAINT LUCIE COUNTY
Lot#: Block:
Stories: Automatic Sprinkler System? No
Fax Number: 866-480-7498
Email: Arubincustomhomes@Gmai
I.Com
Review Type Status Reviewed By Date Started Date Completed Date Released
DOCUMENTS MISSING PENDING Audrey Humphrey 2/18/2014
2/18/2014 Comment: VEG PERMIT IN DRAWER UNDER (R FOR REETZ) NO FEE FOR VEGETATION PERMIT 20140213- A
HUMPHREY
ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 2/18/2014 2/18/2014
Comment:
FRONT COUNTER REVIEW
COMPLETE Angela Huff 2/11/2014 2/11/2014 2/11/2014
Comment:
PLANS EXAMINER REVIEW
INCOMPLETE Joe Cicio 3/10/2014
Comment:
SUBMIT DUPLICATE PLUMBING ISOMETRIC LAYOUTS FOR THE ADDITIONAL WASTE LINES / SHOW WHERE
3/10/2014
THEY WILL BE TIED TO EXISTING / INCLUDE ALL PIPE SIZES
Comment:
SHOW A DETAIL ON PLANS FOR THE APPROVED APPLIANCE PROTECTION IN THE GARAGE PER FCBM
3/10/2014
303.4
3/10/2014
Comment:
SHOW A DETAIL ON THE PLANS FOR THE TIE DOWN OF THE MECHANICAL EQUIPMENT PER FBCM 301.12
Comment:
HOW IS ROOF TILE BEING INSTALLED * NOTE ON PLAN STATES PER FRSA MANUAL METHOD 4 * FRSA
STATES TILE SHALL BE ATTACHED TO RESIST THE MOMENT DETERMINED USING THE DESIGN
PRESSURES FOR THE BUILDING * DESIGN PROFESSIONAL TO CALCULATE'THE METHOD OF ATTACHMENT
3/11/2014
FROM THE MOMENT OF RESISTANCE FROM THE PRODUCT APPROVAL " ADHESIVE QUANTITIES AND
PLACEMENT DETERMINE THE RESISTANCE VALUES * SUBMIT THE PRODUCT APPROVALS IN DUPLICATE
FOR THE ADHESIVE
3/11/2014
Comment:
COMMENTS MAILED AND E-MAILED AS OF THIS DATE
ZONING REVIEW
COMPLETE Lydia Galbraith 2/11/2014 2/12/2014 2/12/2014
Comment:
FLC)=A
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Florida Quality Truss
Main Office:
Alt.Ph: - Fax:
—Customer Information:
Name: Contact:
RUBIN CUSTOM HOMES I Fill in later
Address:
City, State, Zip:
Engineering -List
Job #: 14HS020
Date: 2/5/2014
—Project Information:
Name:
REETZ RESIDENCE
Address: Region:
2009 LAUREL OAK LANE I St Lucie
City, State, Zip:
PALM CITY, **
Salesman: Notes: Loading: TC BC
Fill in later
Designer:
LL 0 0
JERRY FUSCI DL 0 0
F.nainPPrina Lief
Seq.
Qty
Span
Description
Truss
Slope
OH - L
CANT-L
STUB-L
Height
Num.
TC/BC
OH - R
CANT-R
STUB-R
1
1
14-04-00
Al
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
01-00-00
00-00-00
00-00-00
2
1
14-04-00
A2
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
0 lbs. each
-
2x4 / 2x4
01-00-00
00-00-00
00-00-00
3
1
14-04-00
A3G
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
0 lbs. each
2x4 / 2x4
01-00-00
00-00-00
00-00-00
4
1
14-05-00
B1
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
0 lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
5
5
14-05-00
B2
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
6
1
13-02-07
63
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o Its. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
7
1
12-02-08
134G
4.96 0.00
01-00-00
00-02-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
8
3
05-00-00
EJ5
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
9
2
02-06-00
EJ2
10.40 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
10
4
03-00-01
CJ3
�
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
0 lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
11
4
01-00-01
CJ1
5.75 0.00
01-00-00
00-00-00
00-00-00
00-00-00
0 lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
12
2
02-06-01
J3
7.02 0.00
01-00-00
00-00-00
00-00-00
00-00-00
0 lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
13
2
00-10-60
J2
7.02 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
14
2
00-08-02
J1
10.40 0.00
01-00-00
00-00-00
00-00-00
00-00-00
o lbs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
Page 1 of 2
, V.
Engineering List
Seq.
Qty Span
Description Truss
Slope OH - L
CANT-L
STUB-L Height
Num.
TC/BC OH - R
CANT-R
STUB-R
15
2 07-00-02
HJ5
4.07 0.00 01-05-00
00-00-00
00-00-00 00-00-00
0 Ibs. each
2x4 / 2x4 00-00-00
00-00-00
00-00-00
16
2 03-06-13
HJ3
7.01 0.00 01-00-0LOOOO
00
00-00-00 00-00-00
0 Ibs. each
2x4 / 2x4 00-00-000
00-00-00
Trusses: 34.00
Page 2 of 2
JOD:t14K5UZU) Ktt IL Kt: WtNLit! Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N-13B 160 mph wind, 15.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
Bat chord 2x4 SP #2 N-13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP#3-13B
Bottom chord checked for 10.00 psf non -concurrent live load. Wind loads and reactions based on MW FRS with additional C&C member design.
Deflection meets U360 live and 1-/240 total load. Creep increase factor for dead load is 1.50.
T
77 1a 7.2"
07
=Z
14'4"
1'-�
R=742# U=265# RL=169/-169# W=8"
(Rigid Surface)
�- 1'
R=742# U=265# W=8"
(Rigid Surface)
DESC. = Al SEQ = 653586
PLT. TYP.-WAVE DESIDNCRR=FBC2010RESnPF2007Fr/RT-20%(0%)/0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750
•/'"
+•'' T.
F ORMA
i'.i.
�- �.�+� rT�
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ryry��ppppNN��Np'•TRUSSES REQUIRE EXTREMEA HANDLING, AND BRACING.
REFE�F[70 SCSI BUILDING COMPONENT SAFETY INFORMATION ( ), PUBLISHED BYT S (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR, SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON, WI 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 APRO
CEILING.
CHED FURNISH COPY
'•IMPORTANT•FURNISHCOPYOFTHIS DESIGN TOINSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS,
"IMPORTANT"
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/18116GA (W,H/SSA() ASTM A653 GRADE 40/60 (W,KlH,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY SHALL BE PERANNEX As OFTPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORTHE TRUSS COMPONENT
AND
BULLING DESIGN THE SUITABILITY EUSE
2 OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 10.0 Sf
p
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 02-05-2014
DRWG
JF
7-7
O/A LEN. 140400
I'M: (954) 975-3384
PAX:(954)978>8950
3120 N.R:. 16th TERILACE
PONTPAIJO riEACH,'#L.33064
DUR.FAC. 1.25
JOB#: 14HS020
SPACING 24.0"
TYPE : 0NIN
oDa I41`1JU4U) "M=14 KMnIUMINUM i AZ I HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N-13B 160 mph wind, 15.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,
Bot chord 2x4 SP #2 N-13B wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
Wind loads and reactions based on MWFRS with additional C&C member design. /)
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50.
T
co
M
Do
2)
2'
f-1,-1
R=742# U=261# RL=167/-167# W=8"
(Rigid Surface)
v
T 7'
III A VC10%
14'4"
�-1'-�
R=742# U=261# W=8"
(Rigid Surface)
DESC. = A2 SEQ = 653585
PLT. TYP: WAVE 6ESIONcRrr=FBC2010RES/TPF2007FTIRT-20%(0%)/0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750
+.�
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y
.z�T Ot�,-�1r� A
��ppppNN��NQ••TRUSSES REQUIRE EXTREME CARE IN FABRICATING,A D
REFERiOSCSI BUILDING COMPONENT SAFETY INFORMATION PUBLISHED (TRUSS T T '
( }, CO PLATE ERI .63
218 NORTH LEE STR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE
INDICATED, TOP CHORE) SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A
PROPERLY ATTACHED RIGID CEILING,
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.O Sf
P
REF
DATE 02-05-2014
DRWG
,FrL�rr�..i�tiy1 r1�J.t�1
QUt>s.[..1�.L 1� 1;JR.URUSS
SS -
IN
CONFORMANCE WITH TPIINC., SHALL NOT BE OOR FABRICATING, ANDLING, SHIPPING, INSTALLING & BNSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY RACING NG OF ILURE TOTRUSSES UILD THE TDESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/18/16GA (W,WSSM) ASTM A653 GRADE 40160 (W,KM,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z ANY
INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OFTPI I-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSUITABILIITYAND US2OFTHIS COMPONENT FOR ANY BUILDING ISTHE RESPONSIBILITY OFTHE
IN SHOWNTHE
BC LL O.Opsf
TOT.LD. 45.Opsf
JF
O/A LEN. 140400
Q9 )'975-3384 -
FAX:(954),9,73+6980
3120 1V-W 16th TERRACE
.iiowrANo'nF—lCii,FL33064
DUR.FAC. 1.25
JOB#: 14HS020
SPACING 24.0"
TYPE .SPEC
IOD:(Igmauzu) HCC 1 G HCJIUCIV L.0 / A31z
Top chord 2x4 SIG #2 N-13B
Sot chord 2x4 SP #2 N-13B
Webs 2x4 SP#3-13B
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on IVWFRS.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50.
5' I 4,4"
14'4"
1' -�
R=1253# U=462# W=8"
(Rigid Surface)
I H17 L)VVG. PKEPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 73 plf at -1.00 to 73 plf at 5.00
TC- From 37 plf at 5.00 to 37 plf at 9.33
TC- From 73 plf at 9.33 to 73 plf at 15.33
BC- From 20 plf at 0.00 to 20 plf at 5.05
BC- From 10 plf at 5.05 to 10 plf at 9.29
BC- From 20 plf at 9.29 to 20 plf at 14.33
TC- 263.68 lb Conc. Load at 5.05, 9.29
TC- 154.92 lb Conc. Load at 7.24
BC- 225.52 lb Conc. Load at 5.05, 9.29
BC- 94.02 lb Conc. Load at 7.24
5'
1- 1' -�
R=1256# U=463# W=8"
(Rigid Surface)
A
DESC. = A3G SEQ = 653592
PLT. TYP: WAVE DESIGN QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750
q
J
ELOI2II3A
�'T lf�. r1+�
QUAMTY MUSS
11��CRrr-FBC2010RE=P42007FT1RT-20%(0%)/0(0)
REM CARE IN FABRICA ING, HANDLING, HIPPING, INSTALLI G AND BRACING.
R��IEFER�TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR., SURE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON. WI 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.
"IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC SHALL NOT BE RESPONSIBLE FOR RUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THEDESIGN
CONFORMS WITH APPLICAOLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BYAF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PERANNEX A3 OFTPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSVrPI 1 SEC. 2,
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.O Sf
P
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 02-05.2014
DRWG
JF
O/A LEN. 140400
TES.: (954)'475-3384
':TAX:(954)978-B.RSO.
3120 N.%,16th'TERIt.\CE
:POMPANO DEACII, FL.33064
DUR.FAC. 1.25
JOB#: 14HS020
SPACING 24.0"
TypE HIPS
OU.t IYRJULV/ RGC I L RCJIU CIV V C/ O I
Top chord 2x4 SP #2 N-13B :T2 2x4 SP #1 Dense-13S:
Bot chord 2x4 SP #2 N-13B
Webs 2x4 SP#3-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50.
=2:
14-5"
f 1, - I
R=756# U=195# RL=320/-90# W=8"
(Rigid Surface) .
I r110 VVVU. t't(tt'AKCU UY I tit ALt'INt JUb UtSKiNLK VKULiKAM I-KUM I KU55 MI-K'S LAYUU I
166 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind SC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MW FRS with additional C&C member design.
Right end vertical not exposed to wind pressure. 4
II19X4
R=662# U=303#
DESC. = B1 SEQ = 653595
PLT.TYP.-WAVE QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750
ppOO�FSpUNN��CRQReFBC2010RE67P�2007FT/RT-20%(0%)/0(0)
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACIN
REFER70$CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
LN, MADISON. WI 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
TC ILL 20.Opsf
TC DL 15.Opsf
REF
DATE 02-05-2014
DRwG
FLORIDA
PRO"IMPORTANT" PERLY T" CHED RIGID FURNISH COPYCEILING.
IM
OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC
BC DL 10.Opsf
JF
QUALITY TRUSS •
SHALL NOT BE RRUSS IN
CONFORMANCE WITHETPI,ONSIBLE OR FABRICATING, HANDLING, SHI PINGFOR ANY DEVIATION FROM THIS INSTALLING 8 BRACING OFTRUSSESDESIGN; ANY FAILURE TO BUILD THE.DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/18116GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-7- ANY
INSPECTION OF PLATES FOLLOWED BY(1) SHALL BEPERANNEXA3OFTPI1-2002SEC. 3.ASEAL ONTHIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSVTPI 1 SEC. 2.
BC LL O.Opsf
TOT.LD. 45.Opsf
O/A LEN. 140500
'1'EI.t (5153) 9T5-3384
.]?AX954)978-8986
3120 MW.. 16th TERRACE
POMP.'tiNOBEACH, FL,3306a
DUR.FAC. 1.25
JOB #:14HS020
SPACING 24.0"
TYPE MONO
Y
'OD:(-19r1Juzu) mcm 14 mCJIUCINU= 10z
Top chord 2x4 SP SS-13B :T2 2x4 SP #1 Dense-136:
Bat chord 2x4 SP #1 Dense-13B :B3 2x4 SP #2 N-13B:
Webs 2x4 SP #3-13B
Calculated horizontal deflection is 0.11" due to live load and 0.22" due to dead load.
(a) Continuous lateral bracing equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" brace. 80% length of web
member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
=3:
[- V --- 2,
R=756# U=195# RL=320/-90# W=8"
(Rigid Surface)
M169
11116 uW u. PKizPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MW FRS with additional C&C member design.
Right end vertical not exposed to wind pressure. [
Bottom chord checked for 10.00 psi non -concurrent live load. f
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
III 9Xd
v
10'7" 1'2"
M
R=662# U=303#
DESC. = B2 SEQ = 653636
PLT. TYP: WAVE QTY= 5 TOTAL= 5 REV. 12,03.03.0225.14 SCALE=0.3750
ff
„r„�„y e�•.,,,""b..
+d�.�A
ryryrD��EppSIIONN��CRrr=FBC2010RESRPM07FT1RTe20%(0%)10(0)
REFER�70 BCTRU SES REQUIRE EX E CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGAND BRA
SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, C
218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHRWISE
INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A
PROPERLY ATTACHED RIGID CEILING.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.O Sf
P
REF
DATE 02-05-2014
DRW G
JF
,� T T.�R r�tf
QUt>t3.+i1=AnU55
RUSS IN
CONFORMANCE WITH TPINC., S14ALL NOT BE I; OR FABRICATING, HANDLING, SHIPPINONSIBLE FOR ANY DEVIATION FROM G. INSTALLINAGBBARACING OF TRUSSES. ILURE TO BUILD THE TDESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR
EACH FACE OF PLATES ARE TRUSS AND,E OF /UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGSEL. APPLY t16OA-Z ANY TES TO
INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2.
BC LL O.Opsf
TOT,LD. 45.Opsf
O/A LEN. 140500
.'1'.GT.'t (y54):Sf75�3384
PAX: (954) 9784980
3120 N.V. 16th TERILiCE
.1,O:(41'ANO.IIEACI3, FL.33064
DUR.FAC. 1.25
JOB #: 14H S020
SPACING 24.0"
TYPE MONO
,00:1 I4RJ000I RCC I G RCJIU CIV V C I Oa
Top chord 2x4 SP #1 Dense-13B :T2 2x4 SP #2 N-1313:
Bot chord 2x4 SP #1 Dense-13B :83 2x4 SP #2 N-13B:
Webs 2x4 SP 93-13B
Calculated horizontal deflection is 0.10" due to live load and 0.20" due to dead load.
Bottom chord checked for 10.00 psf non -concurrent live load.
13'2-7/16"
I HIS UWG. PKEPAKED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MW FRS with additional C&C member design.
Right end vertical not exposed to wind pressure.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
1119YA
B3
io
cc
io
1'— 2' —'}a5 8'9-1/4" 1'9-3/16"I
R=699# U=181# RL=294/-84# W=8" R=605# U=277#
(Rigid Surface)
DESC. = B3 SEQ = 653655
PLT.TYP: WAVE DESpIONNCRIT-FBC2010RESNPF2007FT/Kr-20%(0%)/a(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750
REFER70 $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR., SUITE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
LN, MADISON, WI 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.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
TC LL 20.Opsf
TC DL 15.Opsf
OSf . BC DL 1 O
P
REF
DATE 02-05-2014
FLOA
DRW G
QUA ,� �rr�a�{� r�.�
-I' •1 j TRUSS
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/18116GA (W,HISSM) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
BC LL O.Opsf
TOT. LD. 45.Opsf
JF
...
O/A LEN. 1302D7
'CI::G (954)'975-3384
PA-Y: (954) 978-8980 ..
3120 rT.W 16rh TERRACE
110MPANO-DEACII, FL'.3306A
DUR.FAC. 1.25
JOB #: 14HS020
SPACING 24.0"
TYPE MONO
D:(l4KJULU) Ktt 1 L KtJ1UtNlit / b4L3
Top chord 2x4 SP 92 N-138
Bot chord 2x4 SP #2 N-13B
Webs 2x4 SP#3-1313
160 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1.50.
5'3-5/8"
T
2'0-3/4"
INlo 12'0-1 /2"
I -- 1' 122-1 /2"
DESC. = B4G
PLT. TYP: WAVE
FLORM A.
CZUAL= TRUSS
TEE` (954).975=3384' ..
r-AX, (954) 978-8980
3120 N-W. 16th TERRACE
.POMPANO BEACH, FL, 33064
R=786# U=430# W=11-5/16"
(Rigid Surface)
QTY= 1 TOTAL= 1
I KIJ UVVL.. YKCYAKCU bT 1 t1t ALYINt JUb UtbIUNtK t'KULiKAM I-KUM I KUJJ MI-K'J LAYUU I
Special loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 72 plf at -1.00 to 72 plf at 1.39
TC- From 36 plf at 1.39 to 36 plf at 5.30
TC- From 36 plf at 5.30 to 36 pit at 7.36
TC- From 36 plf at 7.36 to 36 pif at 12.21
BC- From 10 pit at 0.00 to 10 plf at 12.21
TC- -14.96lb Conc. Load at 1.39,11.28
TC- 68.45 lb Conc. Load at 3.76, 8.91
TC-175.83 lb Conc. Load at 5.35. 7.31
BC- 6.86 lb Conc. Load at 1.39,11.28
BC- 44.04 lb Conc. Load at 3.76, 8.91
BC- 109.73 lb Conc. Load at 5.35, 7.31
218 NORTH LEE STR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
LN, MADISON. WI 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.
"IMPORTANT" FURNISH COPY OFTHIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20118116GA (W,H/SSlK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
410-1/8" -1
R=681# U=369# W=7-13/16"
(Rigid Surface)
REV. 12.03.03.0225.14
SEQ = 653670
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
0.0psf
45.Opsf
REF
DATE 02-05-2014
DRWG
JF
O/A LEN. 120208
DUR.FAC.
1.25
JOB #: 14HS020
SPACING
24.0"
TYPE COMN
0D:(14KJUZU) Ktt 14 KtSIULN Gt / tJ0
Top chord 2A SP #2 N-13B
Bot chord 2X4 SP #2 N-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
DESC. = EJ5
PLT. TYP: WAVE
FLtORI DA
QUALITY TRUSS
t
Tr-L' (954) 975=3384
9713-9980
3120 N.}V. 16ch TERRACE
:VONiPsINO BEACH, FL 33064
R=323# U=92# RL=124/-46# W=8"
(Rigid Surface)
I KIS UWG. PHtPAHLU BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT 11, EXP C,
Wind TC DL=5.0 psf, Wind BC DL=5.0 psf. GCpl(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
QTY= 3 TOTAL= 3
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50.
REF'E9TO8CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR, SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON. WI 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.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/16116GA (W,H/SSM) ASTM A653 GRADE 40160 (W.K/H,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-20D2 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
R=155# U=87# NAILED
R=94# U=13# NAILED
REV. 12.03.03.0225.14
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 653584
SCALE=1.0000
REF
DATE 02-05-2014
DRWG
JF
O/A LEN. 5
JOB #: 14HS020
TYPE
JUUa Igm,JULU) RCCI / mr-wUrm r-/ CJL 1 HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N-13B 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
Bot chord 2x4 SP #2 N-13B psf, Wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load. Wind loads and reactions based on MW FRS with additional C&C member design.
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50.
I
4.7/8'
i
�- 1' a 1 2,6"
R=234# U=35# RL=129/-86# W=8"
(Rigid Surface)
R=73# U=62# NAILED
R=44# U=5# NAILED
DESC. = EJ2 SEQ = 653657
PLT. TYP.-WAVE QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000
ryryD//EppSONNN��CRQQR=FBC2010REWPR007FT1RT-20%(0%)10(0)
INSTALLING AND BRACING.
TRUSSES REQUIRE EXTREME CARE IN REFEF ffclSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
216 NORTH LEE STR., SUITE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
LN, MADISON, WI 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.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
RUSS IN
CONFORMANCE WITH INC., SHALL NOT BE ETPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BSPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY ARACING OF TRUSSES ILURE TO BUILD THETDESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES
EACH FACE OF TRUSS AND, UNLESE MADE OF 20118/16GA S OTHERWISE LOCATED ON THIS DE40/60 SIGN, POSITION PER DRAWINGSGALV. STEEL APPLY t16OA--Z ANY TES TO
INSPECTION OF PLATES FOLLOWED BY(1) SHALL BEPERANNEXA3OFTPI1-2002SEC. 3. ASEAL ONTHIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILrITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSUTPI 1 SEC. 2.
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.O Sf
P
BC LL O.Opsf
TOT.LO. 45.Opsf
REF
DATE 02-05-2014
FLO ,mA
(� t�.V
�GU 'Zl L TRUSS
DRWG
JF
O/A LEN. 20600
Trr,: (954) 975-3384
PAX:"(954)973=8980
3120 N. W. 16th TERRACE
1'0110AN0BEAC11,FL33064
DUR.FAC. 1.25
JOB P 14HS020
SPACING 24.0"
TYPE JACK
U:( 1419 JULU) RCM 14 KC51UC
Top chord 2x4 SP #2 N-13B
Bot chord 2x4 SP #2 N-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
�-- 1' TA TO-1/16"
DESC. = CJ3
PLT. TYP.-WAVE
FLOMDA
QVt->a.iA 1. TRUSS
TEL * (954) 9753384
TAX: (954)978=8980
3120 N. V. 16th TEIMtCE
PO%VANO BFACH, FIL 33064
R=237# U=72# RL=82/-37# W=8"
(Rigid Surface)
DESX;N CRR=FBC2010RES/TPF2D07 FTlRT-20'A(0%)/0(0)
I MI5 UWG. PKtPARtU BY IMF ALPINE JOB UESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C,
wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50.
R=84# U=48# NAILED
io
N
CV
R=53# U=6# NAILED
QTY= 4 TOTAL= 4
"ERYObCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
NORTH LEE STR., SUITE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE
ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A
)PERLYATTACHED RIGID CEILING.
IPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
VFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
JFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
,TES ARE MADE OF 20/18/16GA (W.H/SSM) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO
)H FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
PECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3, A SEAL ON THIS
\WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
'IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
REV. 12.03.03.0225.14
SEQ = 653583
SCALE=1.0000
TC ILL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
1 O.Opsf
O.Opsf
45.Opsf
REF
DATE 02-05-2014
DRWG
JF
O/A LEN. 30001
DUR.FAC.
1.25
JOB #: 14HS020
SPACING
24.011
TYPE .JACK
OD:(14H6UZU) Htt I L RL61DtNGt / GJ1
Top chord 2x4 SP #2 N-13B
Bot chord 2x4 SP #2 N-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
T
4�
DESC.= CJ1
PLT. TYP.-WAVE
R=-13# Rw=24# U=30# NAILED
,,,,=2M(A1)
�-- 1' -n1a 1-0-1/16" --- 1
�f
FLORIDA
QUAJUTY TRUSS
L
TEL: (954):975-3384
TAX: (954)9.794980
3120 N.W. 16tl� TERRACE
I'ONIPALNO BEACH,1FL33064
TT
L0
01
,5 M
1
R=183# Rw=186# U=74# RL=41/-28# W=8"
(Rigid Surface)
R=9/-3# Rw=17# U=12# NAILED
DESUN CRR=F8C2010RESRPF2007 FT/RTe20%(0%)/ 0(0)
THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MW FRS with additional C&C member design.
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50.
QTY= 4 TOTAL= 4
218 NORTH LEE STIR., SURE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON. WI 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.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20116/16GA (W,HISS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
REV. 12.03.03.0225.14
SEQ = 653582
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 02-05-2014
DRWG
JF
O/A LEN. 10001
DUR.FAC.
1.25
JOB #: 14HS020
SPACING
24.0"
TYPE JACK
JI -t I4I —ul —a I L RCJIUC—M I JJ I nIJ UVVb. YKCYAKCU t5T I Ht ALMINIt JUt$ UCORiNCK t KUUKAM YKUM I KUJJ Mt-K'J LAYUU I
Top chord 2x4 SIG #2 N-13B 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
Bot chord 2x4 SP #2 N-13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load. Wind loads and reactions based on MW FRS with additional C&C member design.
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. L
T
53/8"
1
1' 0}4 2'6-1/16"
R=221# U=59# RL=88/-43# W=8"
(Rigid Surface)
R=68# U=46# NAILED
R=44# U=3# NAILED
DESC. = J3 SEQ = 653658
PLT. TYP.-WAVE QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000
�+
tr
�yDyESSIIGNN�CRrr-FBC201ORE5/TPF2007FT/RT-20%(0%u0(0)
TRUSSES REQUIRE EXTRFM CARE FABRICA ING, HANDLING, HIPPII , INSTALLING AND
REFER 7HL (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON. WI 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.
'IMPORTANT" FURNISH COPY OFTHIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
RUSS IN
CONFORMANCE WRHINC., SHALL NOT BE ETPI; OR FABRICATING, HANDLING, SHIPPSPONSIBLE FOR ANY DEVIATION FROM ING, INSTALLING & BARACING OFTRUS ES ILURE TO BUILD THETDESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BYAF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/16/16GA (W,H/SSM)ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWEDBY(1)SHALLBEPERANNEXA3OFTPI1-2002SEC.3.ASEALONTHIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
TC LL 20.Opsf
TC DL 15.0 psf
BC DL 1 0.O Sf
P
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 02-05-2014
F ,ORMA
/-ITT T V �rT t+
Qv+IT 1` T�vSJ
DRWG
JF
O/A LEN. 20601
17LT (954).975-3384
�F.Ax:.(95 97$=8980
3120 N.W.. 16th TERRACE
POMP,INO mArm F7_'330"
DUR.FAC. 1.25
JOB #:14HS020
SPACING A 0"
TYPE JACK
■
IOD:t 14 r1CULU) KCC 1 L KtJIUtNUt / JL
Top chord 2x4 SP #2 N-13B
Bot chord 2x4 SP #2 N-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
T
5
9XAIR11
R=-33# Rw=31# U=51# NAILED
T
V
to
1 �4�
�-1' D{ a 10° --{
R=193# Rw=201# U=72# RL=45/-33# W=8"
(Rigid Surface)
R=7/-6# Rw=13# U=12# NAILED
THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design. 17
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. ` Z
DESC. = J2 SEQ = 653659
PLT. TYP.-WAVE QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000
.
` .
h/DESIONCRIr-FBC2010RESRPI@007FT/RT=20%(0%y0(0)
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLINGAND BRACING.
REFER 70 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR, SURE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
LN, MADISON. WI 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
PROPERLYATTACHED RIGID CEILING.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
TC LL 20.Opsf
TC DL 15.Opsf
BCDL 10.Opsf
REF
DATE o2-os zo14
�Tf�A ,.,,
F•I.�JLW.J
DRWG
YT
QUALITYTRVSS
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 2011 IS ,POSITION PLATES
EACH FACE OF TRUSS AND, UNLESS OTHERWISELOCATED ON THIS DESGNPER DRAWINGS6OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX AS OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSUTPI I SEC. 2.
BCLL O.Opsf
TOTD. 45.Opsf
JF
O/A LEN. l000
.TEG! (954);475-3384'
FAX:(954)979-8980
.3120 I` I.W.- 161h TE3MA,(E
.1ONIPANO DEACA, Fl.:33064
DURFAC1.25
..
JOB #:14HS020
SPACING 24.0"
TYPE JACK
D:t-14KJULU) Ktt 14 KtJ1UtNUt/JI
Top chord 2x4 SP #2 N-13B
Bat chord 2x4 SP #2 N-13B
Bottom chord checked for 10.00 psf non -concurrent live load.
mul "A m
J
R=-59# Rw=46# U=97# NAILED
cm
CD
o
�—- 1' D I a 8-1/8" --�
R=220# Rw=268# U=81# RL=60/-58# W=8"
(Rigid Surface)
R=-14# Rw=15# U=24# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MW FRS with additional C&C member design. t
a Deflection meets U360 live and LI240 total load. Creep increase factor for dead load is 1.50.
DESC. = J1 SEQ = 653656
PLT. TYP: WAVE QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000
h-
y�Q
y�,� Tr�.��+�rrp
,Vt93.+J.l l i.LtUSS .
��yyD�1//EppS13NN��CROoR=FBC2010RESRP42007FT/RT-2ff(0%U0(0)
TRUSSES REQUIRE EXTREME E IN REFER 70 CISI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTTHSTA7UNuANDE,
218 NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN. MADISON, WI 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.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR
PLATES ARE
TE OF 20118116GASGN, PLATESGALV. STEEL APPLY
EACH FA OFRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIPOSITION PER DRAWINGS6OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSVTPI I SEC. 2.
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.O Sf
P
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 02-05-2014
DRWG
JF
...
O!A LEN. 6DzTTiLt
. (954.975-3384
VAX. V54) 978-89S0
3120 N.W 16th TEREACE
1'0RIPAN0-IIEACA,FL33064
DUR.FAC. 1.25
JOB #: 14HS020
SPACING 24.011
TYPE ,JACK
U:( 14MbULU) 11=11 h=1IUtNGt/ HJO
THIS DWG. PREPARED BY THE ALPINE JOB L
Top chord 2x4 SP #2 N-1313
Special loads
Bot chord 2x4 SP #2 N-13B
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 plf at -1.41 to 72 pif at 0.00
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0
TC- From 2 plf at 0.00 to 2 pif at 7.01
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
BC- From 2 plf at 0.00 to 2 plf at 7.01
Wind loads and reactions based on MWFRS.
TC- -7.75 Ib Conc. Load at 1.42
TC- 168.63lb Conc. Load at 4.25
BC- 18.92 lb Conc. Load at 1.42
Bottom chord checked for 10.00 psi non -concurrent live load.
BC- 106.52 lb Conc. Load at 4.25
1,5" n 1a 7,0-1/8"
R=307# U=131# W=10-9/16"
(Rigid Surface)
FROM TRUSS MFR'S LAYOUT
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50.
R=109# U=50# NAILED
00
,ca -
Co `'
CV �
R=132# U=14# NAILED
DESC. = HJ5 SEQ = 653587
PLT. TYP: WAVE QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=0.7500
LET t'1TfZYt A,
ryryDyyEppSIIGNNN��CRM-FBC2010RESITP42007FT/RT-20%(0%y0(0)
REFER�i0$•CSTRUSSES REQUIRE E TREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
1(BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR., SUITE 31Z ALEXNDRIA, VA. 22314) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE
LN, MADISON. WI 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.
IMPORTANT FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
TC LL 20.0 sf
p
TC DL 15.Opsf
BC DL 1 0.0 Sf
P
REF
DATE 02-OS-2014
DRWG
-T.CL^�V.f.�1.4Jt1}rr
Qu '�T7r vRUSS
SS
IN
CONFORMANCE WITH C., SHALL NOT BE ETPI; OR FABRICATING, HANSPONSIBLE FOR ANY IDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. ATION FROM THIS DESIGN: ANY FAILURE TO BUILD THEDESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20/18116GA (W,HISS/K)ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSIrrPI 1 SEC. 2.
BC ILL O.Opsf
TOT.LD. 45.Opsf
JF
O/A LEN. 70002
°CP..f:: (9S4).975:3354
.TAX.- _(9S4) 976-8980,
3120 N.W. 16th TERR.AC6
PONIMNO IIEACH, 7L 33064
DUR.FAC. 1.25
JOB #: 14H S020
ISPACING 24.011
TYPE HIP JACK
T
D;t14HbUZU) Rtt I Rt61ULNUt i HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP 42 N-13B Special loads
Bat chord 2x4 SP #2 N-13B —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 75 plf at -1.00 to 75 plf at 3.57
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 BC- From 20 pif at 0.00 to 20 plf at 3.57
psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC--29.19 lb Conc. Load at 1.04
Wind loads and reactions based on MWFRS. BC- 0.44 lb Conc. Load at 1.04
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load.
I
4-15(16°
1' T 3'6-13/16"
R=244# U=203# W=11"
(Rigid Surface)
R=103# U=80# NAILED
I
u) I
LO
CV
O
C'7
R=66# NAILED
DESC. = HJ3 SEQ = 653661
PLT. TYP.-WAVE DESIGN CRQIr-FBC2010RESRPF2007FT/RT-20°b(0%)l0(0) QTY= 2 TOTAL= 2 REV. 12.03.03.0225.14 SCALE=1.0000
�1°ry_���
TRU ESREF MON $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE,
218 NORTH LEE STR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE
LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE
INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A
PROPERLYATTACHED RIGID CEILING.
"IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.O Sf
p
REF
DATE 02-052ot4
FmoRmA
.c�.L
DRW G
.e, i
QvAI'ZTAT TRV UY tSS
INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR
PLATES ARE MADE OF 20116116GA (W,H/SSAQ ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL APPLY PLATES TO
EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY
INSPECTION OF PLATES FOLLOWED BY(I) SHALL BEPER ANNEX A3OFTPI 1-2002SEC. 3.ASEAL ONTHIS
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2.
BC LL O.Opsf
TOT.LD. 45.Opsf
JF
O/A LEN. 30613
'LEI.: (954) 975-3384
FAX:.(954)978-8980
3120 N. V., 16th TEUIL&CE
PC)b11P,1NOBEACT1,#L'33064
DUR.FAC. 1.25
JOB #:14HS020
SPACING 24.0"
TYPE HIP JACK
ANCHORAGE AND RESTRAINT OF LATERAL BRACING
THIS IS A DANGEROUS CONDITION
SHEATHING FIG. I
COMPRESSION WEBS TO PREVENT THIS
BEFORE AND AFTER FAILURE, ANCHQ$
BUCKLING. -11 ,
CONTINUOUS LATERAL BRACING
(CIS) MAINTAINS SPACING, BUT
USE METHOD SHOWN DJ
PERMITS LATERAL BUCKLING
FIG. 2, 3A k 3B, OR
OF ALL WEB MEMBERS AT
ANOTHER STRUCTURALLY
THE SAME TILE.
SOUND METHOD SPECIFIED
BY PROFESSIONAL
BEARING FOR TRUSSES
ENGINEER OR ARCHITECT.
FIG. 2
ANCHORAGE BY BUILDING DESTGNE
(OTHER ANCHORAGE PROVISIONS
FOR OTHER TYPES OF WALLS).
ANCHORAGE (BY BUDDING
DESIGNER) INTO SOLID END API
WALL — RESTRAINS LATEIM
BRACING, TBEREBY
PPXVEN77NG WEB BUCKLING.
CIS CLB
COMPRESSION WEB
'1/YY.IIL Y, hIY
DBR MAY TRAVERSE MORE THAN TWO
TRUSSES, DEPENDING ON TRUSS HEIGHT.
SHEATHING
THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE
CONTINUOUS LATERAL BRACING (CLB —tM). WHEN ANCHORAGE
IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL
BRACE RESTRAINT (DBR — :„s;'�) MEMBERS ARE 2X4'S,
THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM
CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED, DIRECTLY TO
THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME
NAILING SHOWN IN FIG. 3A.
FIG. 3B
EXAMPLE TRUSSES
COMPRESSION WEB,
SIDPING OR VERTI(
OR WEB NEEDING
BRACING.
2X4 #3 OR STUD GRADE DBR NAILED
TO OPPOSITE SIDE OF WEB AND
REPEATED AT APPROXIMATELY 20 FOOT
INTERVALS TO RESIST LATERAL MOVEMENT.
ATTACH TO WEBS WITH
(2) 18d COMMON (0.182- X 3.5-MIN) NAIIS.
-WA>i MM" MAD AND MIDW ALL NO= ON WO MTt
Trews ma++ e:em,s m fablrthW, haemfa aWppft& wl mos MA bradim. aver to ..A feaor
REF BRACE RESTRAINT
9= Moadles Cmpmmt e.t.t lnformattt�ea,ybesrat»rare =0 for defy R+ou r 1� to F-e�d
hors �'eQf°' °'e '°
DATE 1/1/09
.%bawn b ,. tat aabtl�irmtm�el paneb and both e=d=.e.a bDdarewee�b
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DRWG BRCLBANC0109
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Building Components Group Inc
«a�oWrANrw r=rM Paro nfsfA2r�acac t P2tnucros
21T Dolld>at 0T:M mta d'euF Ion. MWDCO) daa Net be t�arp�mdble for =r dnlation from Us dedp,,
aW tram+ W bWid fhe troa. to oeotormama ttth TF1, or fabrleating, nammsr, abipipbs, 1,011attl s k
d�Iarlrvea. MCO ooaaeotor plate w made of 20/1E/16W (W,N/E/n AMU AM,1 pyde MY/40/80
(bradoj
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for the bur oomp—A dadp S=— Tba nB_b �d�d w� t7 V
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EaAh City, MO 63045
r�rpm�hDar d the HnO
71W=DC0: �! TFIm ATS2/7T! 1 8ao. 8.
Aw•t�t'o®. WfCL •nrabdndwler'oaq iOC: rmr,Soeada.elli
GENERAL NOTES
Trusses are not marked in any way to identify
the frequency of location of temporary lateral
restraint and diagonal bracing. Follow the
recommendations for handling, installing and
temporary restraining and bracing of trusses.
Refer to BCSI Guide to Good Practice for
Handling Installing Restraining & Bracing of
Metal Plate Connected Wood Trusses for more
detailed information.
Truss Design Drawings may specify locations of
permanent lateral restraint or reinforcement for
individual truss members. Refer to the BCSI-63
Summary Sheet - Permanent Restraint/Bracing
of Chords & Web Members for more information.
All other permanent bracing design is the
NOTAS GENERALES
Los trusses no est6n marcados de ning6n modo que
identifique la frecuencia a loralizad6n de restr!cd6n lateral
y arriostre diagonal temporales. Use las recomendaciones
de manejo, instalad6n, restricci6n y arriostre temporal de
los trusses. Vea el folleto BCSI Guia de Buena Pr6ctica
pars el Manejo Instalad6n Restricci6n v Ardostre de los
Trusses de Madera Conectados con Placas de Metal para
informad6n m6s detallada.
Los dibujos de diseno de los trusses pueden espedficar las
localizaciones de restricd6n lateral pennanente o refuerzo
en los m!embros individuales del truss. Vea la hoja
resumen BCSI-03 - Restiod6n/Arriostre PermanentPermanente d
Cuerdas y M!embras Secundarios pat m6s informad6n.
El recto de los disefics de ardostres permanentes son la
responsabilidad del Disenador del Edifido.
responsibility of the Building Designer.
QThe consequences of improper handling, erect-
ing, installing, restraining and bracing can result
in a collapse of the structure, or worse, serious
personal injury or death.
El resultado de un manejo, levantamiento,
instalad6n, restricd6n y arrisotre incorrecto puede
ser la caida de la estructura o a6n peor, heridos o
muertos.
QBanding and truss plates have sharp edges. Wear
gloves when handling and safety glasses when �.-
cutting banding.
Empaques y places de metal tienen bordes
afilados. Use guantes y lentes protedpres cuando #
corte los empaques.
HANDLING e MANEJO
n Avoid lateral bending. — Evite la flexl6n lateral.
QThe contractor is responsible for properly
receiving, unloading and storing the trusses
at the jobsite.
El contratista dene la responsabilidad de
redbir, descargar y almacenar adecuada-
mente los trusses en la obra.
If trusses are to be stored horizontally, place
blocking of sufficient height beneath the
stark of trusses at 8' to 10' on center.
For trusses stored for more than one week,
cover bundles to prevent moisture gain but
allow for ventilation.
Refer to SCSI Guide to Good Practice for
Handling. Installing. Restraining & Bracing
of Metal Plate Connected Wood Trusses
for more detailed information pertaining to
handling and jobsite storage of trusses.
Si los trusses estaran guardados horizon-
talmente, ponga bloqueando de altura
suficiente detr6s de la pila de los trusses.
Para trusses guardados por m6s de una
semana, cubra los paquetes para prevenir
aumento de humedad pero permita venti-
laci6n.
Vea el folleto BCSI Guia de Buena Practice
Dara el Maneio. Instalaci6n. Restricci6n v,
riostresde los Trusses de Madera Conectados
con Placas de Metal pare information m6s
detallada sobre el manejo y almacenado de
Los trusses en area de trabajo.
Use special pre in
Utilice cuidado
windy weather or
especial en dias
near power lines
ventosos o cerca de
and airports,
cables electricos o de
aeropuertos.
Spreader bar
for truss
y
QUse proper rig-
Use equipo apropiado
ging and hoisting
para levantar e
equipment.
improvisar.
Do not store No almacene
unbraced bundles verticalmente IDS
upright trusses sueltos.
Do not store on No almacene en
uneven ground. tierra desigual.
HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES
RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES.
0 Warning! Don't overload the crane.
!Advertencia! iNo sobrecarga la gr6a!
♦� Never use banding alone to lift a bundle.
Do not lift a group of individually banded bundles.
*.
Nuns use solo los empaques pars levantar un paquete.
No levante un grupo de empaques individuales.
A single lift point may be used for bundles �*
with trusses up to 45.
Two lift points may be used for bundles with
trusses up to 60'. Q Warning! Do not over load supporting
Use at least 3 lift points for bundles with structure with truss bundle.
trusses greater than 60'. iAdvertenda! No sobrecargue la estructL
Puede usar un solo lugar de levantar para apoyada con el paquete de trusses.
paquetes de trusses hasta 45 pies. r 7(
Puede usar dos puntos de levantar para Iv I Place truss bundles in stable position.
paquetes m6s de 60 pies. Puse paquetes de trusses en una posici6
Use por to menos tres puntos de levantar para estable.
paquetes m6s de 60 pies.
INSTALLATION OF SINGLE TRUSSES BY HAND
INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES
Trusses 20' R1 Trusses 30' or
or less, sup- less, support at r `/
port at peak. quarter points.
Levante Levante de
del pico los IDS cuartos
trusses de de tramD tos
2D pies o I.4 Trusses up to 20' -0.I trusses de 30 I E Trusses up to 30' �
menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies
MISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUAL
�j Hold each truss In position with the erection equipment unlit top chord temporary lateral restralr
r • ' is installed and the truss is fastened to the bearing points.
Sostenga cada truss en posici6n con equipo de gr6a hasty que la restriccl6n lateral temporal de
cuerda superior este instalado y el truss esta asegurado en los soportes.
QWarning! Using a single pick -point at the peak
can damage the truss.
!Advertencla! El use de un solo lugar para
levantar en el pico puede hacer daho al truss.
HOISTING RECOMMENDATIONS FOR SINGLE
TRUSSES 60' or tess
RECOMENDACIONES PARA LEVANTARTRUSSES
INDMDUALES I
oreader bar
Toe -in T� oe-in
I _ Spreader bar l2 to I
Tagline " 2/3 buss length '�j
TRUSSES UP TO 60' r
TRUSSES HASTA 60 PIES
Approx. 1/2
Tagline truss length
TRUSSES UP TO 30'
TRUSSES HASTA 30 PIES
Locate Spreader barA�QL
.
above or stiff Ck
mid -height
I`— Spreader bar 213 to
Tagline
3/4 truss length
TRUSSES UP TO AND OVER 60' _Y
TRUSSES HASTA Y SOBRE 60 PIES
TEMPORARY RESTRAINT & BRACING
RESTRICCION Y ARRIOSTRE TEMPORAL
QRefer to BCSI-B2 Summary Sheet -Truss
Installation & Temporary Restraint/Bracing for
more information.
Vea el resumen BCSI B2 - Restricci6n/
Arriostre Temporal v Instalacion de los
Trusses para m6s informacon
j; J( Locate ground braces for first truss directly in
LI line with all rows of top chord temporary lat-
eral restraint (see table in the next column).
Coloque IDS arriostres de tierra para el primer
truss directamente en linea con cada una de
las filas de restriod6n lateral temporal de la
cuerda superior (vea la table en la pr6xima
columna).
®Do not walk on unbraced
trusses.
4 No camine en trusses
sueltos.
rd Tempon
lestraint
Brace first truss
E— securely before
erection of additiol
trusses.
STEPS TO SETTING TRUSSES
LAS MEDIDAS DE LA INSTALLACI®N DE LOS TRUSSES
1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4
trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal
bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses
(see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below).
7) Repeat process on groups of four trusses until all trusses are set.
1) Instale IDS arriostres de tiers. 2) Instale el primero truss y ate seguramente al arriostre de
tierra. 3) Instale los pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto
(vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre
diagonal para los planos de IDS miembros secundarios para estable IDS primeros cinco trusses
(vea abajo). 6,) Instate la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior
(vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses
est�e 1nst;3tados.
QRefer to BCSI-62 Summary Sheet - Truss Installation & Temporary Restraint/Bracing_for more
information:
Vea el resumen BCSI-B2 - Instalacon de Trusses y Arriostre Temporal para mayor
information.
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
EL RESTRICCIUN/ARRIOSTRE EN TODOS PIANOS DE TRUSSES.
QThis restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses.
Este met6do de restricci6n y arriostre es para todo trusses excepto trusses de cuerdas paralelas
�X 4x2.
1) CHORD — CUERDA SUPERIOR
Truss Span
Top Chord Temporary Lateral Restraint (TCTLR) Spacing
Lgngitud de Tramo
Espaciamiento del Arriostre Temporal de la Cuerda Superior
Up to 30'
10' o.c. max.
Hasta 30 pies
10 pies maximo
30' to 45'
B' o.c. max.
30 a 45 pies
8 pies maximo
45' to 60'
6' o.c. max.
45 a 60 pies
6 pies maximo
60, to 80'*
4' D.C. max.
60 a 80 pies*
4 pies maximo
-Consult a Professional Engineer for trusses longer than 60'.
*Consulte a un ingeniero para trusses de mas de 60 pies.
See BCSI-Bra for TCTLR options.
I� 1
IJ Vea el BCSI-B2 para las options de TCTLR.
\
Refer to BCSI-B3 Sum-
may Sheet - Permanent
Restralnt/Bracing of Chords
& Web Members for Gable
End Frame restraint/bracing/
reinforcement information.
Para informadon sobre
restricd6n/arriostre/ref ierzo f7f Repeat diagonal
pars annaz6n de hastial vea LLJJ braces for each set of
el resumen BCSI-B3 - Re- 4 trusses.
stricci6n/Arriostre Ground bracing not shown for clarity. Repita IDS arrisotres
Permanente de Cuerdas >
diagonales pars coda
Miembros Secundarios. grupo de 4 trusses.
2) WEB MEMBER PLANE — PIANO DE LOS MIEMBROS SECUNDARIOS
A
LATERAL RESTRAINT
& DIAGONAL BRACING Web Members
ARE VERY IMPORTANT
iLA RESTRICCI®N
LATERAL Y EL
ARRIOSTRE
DIAGONAL
SON MUY
IMPORTANTES!
10'-15' max. Same spacing as
bottom chord Lateral Restraint
3) BOTTOM CHORD — CUERDA INFERIOR
Lateral Restraints - 2x4x12' or
greater lapped over two trusses.
Bottom
chords '' \
e
• 10'-15'
max.
Chords
Diagonal Braces every 10
truss spaces (20' max.)
Some chord and web members
not shown for clarity.
Diagonal Braces every
10 truss spaces (20' max.)
Some chord and web members
not shown for clarity.
RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
LA RESTRICCI6N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
Q Refer to BCSI-67
Diagonal Bracing
Summary Sheet
10' or 15'*�_ Repeat Diagonal Bracing
Tempura &Per -
every 15 truss spaces (30')
manentRestraint/
Bracing for Parallel
Chord Trusses for
more information.
I
I
Vea el resumen
Apply Diagonal
Brace to
I
BCSI-B7 - Restric-
.
vertical webs at end of
ci6n y Arriostre
cantilever and at bearing All Lateral Restraints
Temporal v
locations. lapped at least two trusses.
Permanents de
Trusses de Cuerdas
*Top chord Temporary Lateral Restraint spacing shall be
Paralelas para mas
10' o.c. max for 3x2 chords and 15' o.c, for 4x2 chords.
information.
INSTALLING — INSTALACI®N of
I�f Tolerances for Out -of -Plane.
LJ Tolerancias para Fuera-de-Plano.
Max. Bow
n�-- Length —►I
hI Max�B� ow ir- Length
Max. Bow I
- -
Length i
❑
r i
rl Plumb
f Tolerances for i bob
Rout -of -Plumb.
para D
Tolerancias /50
P max
Fuera-de-Plomada.
.....
OutoftPFlumb
,
Max.
Bow
Truss
Length
D/50
D (fL)
3/4"
12.5'
114"
1'
7/8'
14.6'
1/2"
2'
1"
16.7'
3/4"
3'
1-118"
18.8'
1"
4'
1-114"
20.8'
1_1rz"
6'
1-112"
25.0'
1-3/4°
29.2'
2'
233.3'
CONSTRUCTION LOADING — CARGA DE CONSTRUCCION
0 Do not proceed with construction until all lateral restraint and
bracing is securely and properly in place.
No proceda con la construcci6n hasta clue todas las restric-
Clones laterales y IDS amlostres esten colocados en forma
apropiada y Segura.
®Do not exceed maximum stack heights. Refer to BCSI_B4
Summary Sheet -Construction Loading for more information.
No exceda las maximas alturas recomendadas. Vea el resumen
BCSI-B4 Caroa de Construction para mayor informati6n.
®Do not overload small groups or single trusses.
No sobrecargue pequenos grupos o trusses individuales.
®Never stack materials near a peak.
Nunca amontone material tern del pico.
�. 9.
Place loads over as many trusses as possible.
y� fr
Coloque las cargas sobre tantos trusses comb sea posible.
I�f Position loads over load bearing walls.
L! Coloque las cargas sobre las Paredes soportantes.I A Truss bracing not
ALTERATIONS — ALTERACIONES shown forcladty.
QRefer to BCSI-BS Summary Sheet - Truss Damage 3obsite Modifications &Installation Errors.
Vea el resumen BCSI-B5 Danos de trusses. Modificadones en la Obra y Errores de Instalac6n.
orJ.l.5totlbl aq-,Truifti
Material
Gypsum Board
Plywood or OSB
9".
Asphalt Shingles
Concrete BlockClay
Tile
Do not cut, alter, or drill any structural member of a truss unless a
specifically permitted by the Truss Design Drawing.
No torte, altere o perfore ningun miembro estructural de IDS
trusses, a menos clue este espedficamente permittdo en el dibujo
del dise"no del truss.
Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may render the Truss Manufacturer's limited warranty null and void.
Trusses clue se han sobrecargado durante la construcci6n o han sido alterados sin Una autori7aci6n
previa del Fabricante de Trusses, pueden reducir o eliminar la garantfa del Fabricante de Trusses.
NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are
professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs
assistance in some aspect of the construction project, it should seek assistance from a competent parry. The methods and procedures
outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY.
These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading
personnel involved with truss design, manufacture and Installation, but must, due to the nature of responsibilities involved, be presented
only as a GUIDE for use by a qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as
superior to the Building Designers design specifiotion for handling, installing, restraining and bracing Lasses and it does not preclude the
use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, Boors, roofs and all the Interrelated
structural building components as determined by the Contractor Thus, WTCA and TPI expressly disdaim any responsibility for damages
arising from the use, application, or reliance on the recommendations and information contained herein.
14.6
Lan TRUSS PLATE INSTITUTE
6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St, Ste. 312 • Alexandira, VA 22314
6081274-4849 • www.sbcindustry.com 703/683-1010 • www.tpinst.org
BIWARN11x17 20061115
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
Q"0 0DW
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER
SPECIFIED CLB
ALTERNATIVE BRACING
SIZE
BRACING
T OR L-BRACE
SCAB BRACE
2X3 OR 2X4
1 ROW
2X4
1-2X4
2X3 OR 2X4
2 ROWS
2X8
2-2X4
2X8
1 ROW
2X4
1-2X8
2X8
2 ROWS
2X8
2-2X4(*)
2X8
1 ROW
2X8
1-2X8
2X8
2 ROWS
2X8
2-2XB(*)
T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
(*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T-BRACING
OR T-BRACE
L-BRACING: OR
L-BRACE
APPLY TO EITHER SIDE OF WEB NARROW FACE.
ATTACH WITH 10d BOX OR GUN
(0.128"x 3.",MIN) NAILS.
AT B" O.C.
BRACE IS A
MINIMUM 80% OF WEB
MEMBER LENGTH
VN
T-BRACE L-BRACE
SCAB BRACING:
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d BOX OR GUN
(0.128"x 3.",MIN) NAILS.
AT 8" O.C.
BRACE IS A MINIMUM
80% OF WEB MEMBER LENGTH
SCAB BRACE
-iAWMM- 1LD AND FOUM ALL NO= ON T= SM=
Th s r.Qetrsrb� o.a fa rabrteaHng, band++•, shbptW, bmia1ling and bndeg. Rwar to and follow
B= (ftwwM Ccmpae.nt +idol)) mformst7.4 by IN and DTCA) for sofa+: m' NBa•tlow prior to pwfmm g
thass fammtr tia itons:.hen proNdapans, sad br.otng l= DnL� noted otbnVln, top abcrd
shall w.n teeDmlf .11aebad atrmlmd Domm ebmd shall ban a prapoe)y .,Noshed tf�d
o.ffirg. Naostfaa� abmrn ror Wmanmt Llcd rub int ofat wb. shall ban bee fnS pa BCm
s,won. w • W. Dag of. job's g®nd Dots psga for mas,ITY 21OPOW-Irr- lalmmstlm.
pDIIM DOW OF TM DID@I TO DWAUA70N CON220
?r[ Or'•.D boo. ) shall sot ba r.p�dh1.'fer any dadaWa from this design.
BuIlding Components Group Inc. -7 h0m. to Ya36 th. ll u to ttta Tl% ar isfirfosU.& esomtng, ahlppmg, WtaUk�g •
wastes w tromw mmm wansetor plats we roads w 20/10/180A (►AM/V AIfDf Att47 [+ad• m/4o/do
pC/Ir/H�gs� aWL Appb plat« b .son lass o! tmw, p.atttoead u abosn sbo...m oa Jofnt DataDs.
• sul en thLdrssleg sr eariv psga fndlnatr and prw.Moea1 angms.rtng aaa)•�tb •dab
rarrDto troy mvpm.etd.agn abe.a she . /sp�j ".m n.n w ua. eempamt far .aT hmtd}ag is tn.
'ifi-0dD o nLrT S�Lsb�ej.eom; !PL•tptnatp°Te� t11C1: fnr�esbalodnatrper�; )cc: otnfeesate.aR
Earth City, MO 83045 ,
TIC LL
PSF
REF CLB SUBST.
TIC DL
PSF
DATE 1/1/09
BC DL
PSF
DRWG BRCL13SUB0109
BC LL
PSF
TOT. LD.
PSF
DUR. FAC.
SPACING
STEPDOWN HIP CORNER SET DETAIL
HIP GIRDER
CJ5
CJ3
�QG
��Q
Y
U
CJ1
0
Z
U
U
U
W
W
CORNER JACKS
2'-0" 2'-0" 2'-0" 2'-0-
NOTES:
i. DESIGN BASED ON SOUTHERN PINE LUMBER.
2. TRUSS TO BEARING CONNECTION BY OTHERS.
3. WIND LOADING BASED ON ASCE 7-10 MEAN
ROOF HEIGHT 30', EXP C ENCLOSED, RISK
CATAGORY II
4. APPLICATION OF TOENAILS PER NDS-2005
(3) 16d (0.162"x3.5") TOE —NAILS
(2) 16d (0.162"x3.5") TOE -NAILS
NOTE:
10d (0.148ex3.0) GUN NAILS MAY BE SUBSTITUTED
IN PLACE OF 16d TOE —NAILS UP TO THE MAXIMUM
REACTIONS SHOWN BELOW.
(2) NAILS: R=260# U=345#
(3) NAILS: R=390# U=520#
CJ1 CJ3 CJ5
TRUSS PLATES AND LUMBE
AS SHOWN, OR PER
INDIVIDUAL TRUSS DESIGN
-WARMO" MO AND FOLLOW ALL NOM ON TEO BE=
9leaea xgdro eztreme care 1a tebrleatla�, IIandlln4 sbtppla�, tartall>a� and DrneLr�. Rater to and follow
NG4 (DnOdla� Compmmt 6alet7 Latarmallaa, bP SPI end 1SC11) tar retet7 prenllees yrtor to yertormins
these fm cUans. Installers abaD preside tamyor breetas per Dfffi. Unls nosed otLer�lro, top chord
she11 nave pmnerb etteaLed rtrnotiaal peaeL eboltmm abord shaD Len a property atfeaLed rlttd
eeiac�. lnee snows for permment lateral restraint of webs obs, Lore brnalap lnddled Per tiff
sedans Itl Ir Nt. Has tLL job's Jenard rotes p"e !er mare tnformatlm.
"nMMANt- FURNM COPY 0y n= D=GN 7O DWALL17tON CON72ACM
IiaOdtn� Cmce Inc. (?rW=) sh.i bsr rla hla termyd.arJnttm h.etms
m7RyrobmL Grpn eeatormmoe with hdm,
breathe of trmer, rtrDcci connecter plate. a" made of 20/10/I6U (N.8/6/20 I= ABU trade 57/40/80
I(t/�N� i 2 apply platae to each lase of tars■. Podtlmed as sbol..nave and m 7atnt aetans.
for
the trues mar carer pace ladlaates aaaeptaam and prehsafinel enelaeerhu responatblbty solely
pm datlen Shan. Shn snttabtbty cad we d tLL oompaaeat tar sA9 buNdinj L the
eI the Hotldlae /7Pi
, —IiW: wsyw.ltwboe.oam; :�tpinitaaar; Ti7tA wnc�b�dndostrP.oam: ICC: wwwlaesale.erR
HIP JACK
END JACK
TC LL 20-30 PSF rDATE
EF
TC DL 7-20 PSF
BC DL — PSF RWG
BC LL 10.00 PSF
TOT. LD. 37-55 PSF
DUR. FAC. 1.25
SPACING 2-0-0
3/21/12
STEPDOWN HIP
O
ponents- roup
2 J.- WBuild rig wm G
SuuUtern Pb;e O.5S Specific Gravity)
J'ftQEIUCt
CODE
SUPPORTED
AIi9 ilt
-
= -_
: _ iiJWGEROWHiSIO[i.-
CoLumm XAtf.T1'PM�i1.S`itii
=:.'...
XLymxBmDOlitwmDti3AD.S
AL041MLti
PRODUCT
GAUGE
=
CLEIR
Wes !
09SAiL
. iisE n
DfPTEi
3O6T
sAzE
JOIST
un
f1FaDl :.
,10fs?
:LOAD
Dtili3Ql
HIGiOft . _
LBAD
DilRA
AHU28
1 in
18
19116
51/2
2314
0.148'x1.5'
8
0.162'a5'
24
335D
3350
3350
335D
1025
1175
AHU28
1 1/2
18
19116
61/2
2 314
0.148'xl.5'
12
0.162'x3.5'
24
3655
4095
4250
4375
1535
1765
AHU218
11/2
18
19116
81/2
2314
0.148'x1.5'
16
0.162'x3.5'
24
3655
420D
4565
5605
2D45
2350
AHU26-2
3
18
3 7/16
51/2
2 314
0.148"x3.0"
8
0.162'x3.5'
24
3350
1 3350
3350
1 3350
1025
1175
AHU28-2
3
18
37/16
51/2
2314
0.148a.0'
8
0.1629Ci.5'
24
36S
4200
4375
4375
1535
1765
AHU210-2
3
18
37116
51/2
2 3/4
0.148'x3.0'
8
0.162'x3.5'
24
3655
4200
4565
5945
2945
2350
AHU46
31/2
18
1 39/16
51/2 1
2314
0.148'xi.0'
8
OA625Ci.5'
24
3350
335D
3350
335D
1025
1175
AHU48
3112
18
39116
5112
2 314
0.1485Gi.0'
8
M162'x3.5'
24
3655
4200
4375
4375
1535
1765
AU418
3112
18
39AB
5112
234
0.148x3.0'
8
0.162'�Ci.5'
24
3655
4200
4565
5845
2045
235i50
Southern Pine (0.55 Specift Grmft
PRODUCT
CODE
SUPPORTED
MEMBER
PRODUCT
GAUGE
HANGER DIMBISION
COMMON HAIL TYPE FASTH RS
ALLOWABLE DOWNWARD LOADS
ALLOWABLE UPWARD LOADS
CLEAR
WIDTH
MY
OVERALL
HEIGHT
{m).
OVERALL
DEPTH
(m)
JOIST
HEADER
LOAD DURATION FACTOR
LOAD DURATION FACTOR
SIZE
an
SI2E
OTY
1
1.15
125
1.6
1
1.15
125
is
AGUS26
1112
12
1 5/8
5 7/tfi
41/4
0.148xi.5'
24
0.152°x3 5'
30
4925
5035
5035
5035
2700
2700
2700
2700
AGUS28
11/2
12
1 5!8
6i5/16
41l4
0.148'xi_5'
30
0.162`x3.5'
40
6565
7410
7410
741d
3485
3485
3485
3485
AGUS210
11/2
12
1 518
815116
41/4
O.i48'x1.5'
38
0.162'x3.5'
50
8210
8MS
B865
8865
51135
5035
5035
5935
AGUS212
1 112
12
1 5/9
1015116
4114
0.148'x1.5'
46
0.162'x3.5'.
60
9240
9240
9240
9240
645S
6475
6475
6475
AGUSM-2
3
12
3 118
5 7/16
41/4
0.148'x3.0'
24
DA6Y�5`
30
4925
5M5
5035
5035
27Q0
270D
2700
2709
AGUS28-2
3
12
31/8
615/16
4114
0.148'x30'
30
0.762x3.5"
40
6565
7410
7410
7410
3485
3485
3485
3485
AMIS210-2
3
12
31/8
815116
41/4
0.148` A)'
38
0-1625,35'
50
8210
8865
8865
8855
5035
5035
5035
5035
AGIKM2 2
3
12
3 1/8
1015/16
41/4
0.148'x3.0'
46
0.162'x3 :'
60
9240
9240
9240
9240
64SS5
6475
6475
6475
AGUS26-Zi
3
12
3 711
55 7116
4114
O-148'x'3A'
24
0.162' a
30
4925
5035
5035
5035
2700
2700
Z700
2700
AGUS28-ZT
3
12
37116
615/16
41/4
0.148'x3.0'
30
0.162'x3.5'
40
6565
7410
7410
7410
3485
3485
3485
3485
AGUS210-2T
3
12
37116
815116
4114
0.148'x3.0'
38
0.162x i.5'
50
1 8210
8865
8865
B865
5035
5035
5935
5035
AGUS212-ZT
3
12
3 7116
1015A6
41/4
0.148°x3.0'
46
0.152`x3.5'
60
9240
9240
9240
9240
6455
6475
6475
6475
AGU546
3112
12
3 5!8
1 5 7/16
4114
0.148X3.0'
24
0.162X3.5'
30
4925
5D35
5035
5035
Z700
Z700
2700
2700
AGUS48
31/2
12
3 518
615116
4114
0.148'�a0'
30
0.162VY
40
6565
7410
7410
7410
3485
3485
3485
3485
AGUS419
3112
12
3 5/8
81W16
4114
(114853.0'
38
0.162-X3Y
50
8210
8W5
8865
8865
I 5035
5035
5035
5035
AGUS412
31/2
12
3 518
1015116
4114
0.148')6.0'
.46
0.162X3.5'
60
9240
9240
9240
9240
6455
' 6475
6475
6475
AGUS25-3
41/2
12
4 518
57116
4114
0.148"X3.0'
24
0.162X3.5'
30
4925
5035
5035
55M
2700
2709
2700
2790
AGUS29-3
41/2
12
4 5/8
615116
41/4
0.148'X3.0'
30
0.162'x3.5'
40
6565
7410
7410
7410
3485
3485
-3485
3485
AGUS210-3
4112
12
4 518
815/16
4114
0.148x3D`
38
0.162`x3.5'
50
8210
1 8B65
8W5
8865
5035
5D35
5035
5035
AGUS212 3
4112
12
4 5/8
1015116
41/4
0.148x3.0'
46
0.162°x i.5'
60
9240
9240
9240
9240
6455
6475
6475
6475
AGUS25-3T
41/2
12
5
57116
4114
0.148X3.0'
24
0.162'x3.5'
30
4925
5W5
-5 35
SD35
2700
2700
2700
2700
AGUS28-3T
41/2
12
5
615/16
41/4
0.148'x3.0'
30
OA62"x3.5'
40
6565
7410
7410
7410
3485
3485
3485
3485
AGUSMO-3T
41/2
12
5
815/16
41/4
0.148'x3.0'
38
0.162W.5`
50
8210
8865
8855
8865
5W5
5035
5035
5935
AGUS212-3T
4112
12
5
1015/16
41/4
0.148'x3D'
46
0_162'x3-5'
60
9240
9240
9240
9240
6455
6475
6475
6475
1dd x 1 ?/2 Ttaiis a,-z O_ iz.'8' x
idd �m_mcn tv�:is ara'J_1 "� x 3_�=
led Cemmjn Frans are 0.16V x 3-5
FOP
PREPARED FoR.-I
segteu ba 8, 2-310
i
6 �•
o
e
)
�
v
5'
44•
AGUS28JT
AHULb
1050 gift, Dr. ve
Mass C' . 339-4:1-
i-OiA-� tT8
Pis Ci fci desai.€3: d � 1 eiss �0: t h. -- been 1�€I- ±St -o-r ad. °am the
: 5 S the 9u'rida &'-i k7Cj L:s.` a and found it b,-- in cornpriancv Jie
b5ida s-yding Code mener, used Li accomda.ri0r t7Fs'7 ctis oda?ua6ula•ce-poa'_