HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMI E&R APPLICATION TO BE ACCEPTED
Date: q—�r1 4 SCANNED Permit Number: I'VY\- C' 4 aG,
BY
= - st.
;��.� Lucie C��anty
Building Permit Application
Planning and Development Services
Building and. Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1-553 Fax: (772) 462-1578 Commercial Residential a/
PERMIT APPLICATION FOR:
Legal Description:
5
L
2
Property Tax_t.D # 002_0Qd Lot No. 2
'Site Plan Name: ])o yyt,66\QV 'BbAA NOO Block No.
Project Name:
Sefba s Fronts_ Back: _t5_ Right Side: Left Side: �2
_Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors
_ Electric _ Plumbing _ Sprinklers _ Generator _ Roof
Total-Sq. Ft of Construct on_:� D st Floor:
_Cot f Construcfion $1 ` 2Utilitie . _ Sewer _ Septic
Name JJ(1x VA C2X=-
Address: 1a►" LIa
City: �l I/L� State:'
Zip Code: Fax:
Phone No. 2.3 9 - 3Ccl�?-
E-Mail: D1 kr'r-'a
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
Name:
.
"'k
Building Height: /2 t
Company: f
r
Address:-
City:�'�°. i State:
Zip Code: Fax:
Phone No.
E-Mail:
State or County License:
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
NEW
DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
BONDING COMPANY: Not Applicable
Name:
Name:
Address:
Address:
City:
city:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing; consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
'Signature of Owner/ Agent ,Lessee
Signature of Contractor/License Holder
STATE OF FLOT.A
COUNTY 5Lyc�
STATE OF FLORIDA
OF
COUNTY OF
The forgoing instrument was acknowledged before me
The forgoing instrument was acknowledged before me
this day of 5 Z 20
34..by
this day of , 20_ by
DG\4vso�
(Name of person acknowledging)
7�)
(Name of person acknowledging)
(Signature of Notary Pu c- State of Florida)
(Signature of Notary Public- State of Florida )
Personally Known OR Pro uced Identifi _ '
Personally Known OR Produced Identification
Type of Identification Produced L NaA �106da
ype of Identification Produced
� arY Pupuc peg 16.2��
Commission No. *$ ��-; Exp►yes 85g►61
� �F EE
mmission No. (Seal)
n.
• : MY m`isSOT% otary As
Com nNatonatN
�- nro4
REVIEWS
FRONT
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTEIr
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
lo-
l —r
RECEIVED
DATE
r
COMPLETED
ev. �/
rssstr�s.
a
BtT1�f1
r
❑Bam i] Carport ❑Garage Storage RV :Carp
❑ Utlllty ❑Other
-
.❑
�.h.
5�ze
Width':''34 . " Roof`Lemgth:. 31- ramie Length ...
30 , _ Leg Height , • 9
)EliStd�liHtLQTI..
X Ground ` ❑Cement' ❑ Asphalt ❑ Other17
❑
kPec'
Yes
❑ NoIE
Y. ❑".No
c
r�Ciife
oCarx
Roof:: light gray Sides:
End:
Trim Tight gray'
'Standard
Carport -
5,995.00
Window- 24" X 36"
:x .. ,
Optidnal:Roof Style:❑ Boxed Eave ❑Vertical
2
Extra Panels 2 side panels 1per side.--.:.
210;00
t
21! X,;3°;Framing Upgrade
40 Year Panel Upgrade
Certified: El140 MHP ❑X 170 MPH
700.00
lConnection Fee: Side to Side
Extra Braces: ❑ 2' ❑ 4' ❑ 6'
Connection"Fee: End to End
I]u Trim
.,,1 ,
Gable`Ends , •'; ; ,❑ Non -certified X❑ Certified
x
Side Height: 9foot
0:00
High WrndtAflChOrS:.(standard on certied Buildings)
Enclose Both Sides
Concrete 4nchors (sta4aard on e�ildings (nstaued on concret
.. '
Enclose Each End
Extra Rebar-Anchors (standud'oKgrqund installations)
Frameout- Window
Mlseellanedus
Frameout- Door
Miscellaneous:
'
Frameout- Garage Do
Miscellaneous:
'^Y
Header for Side Entra
A. Sales Total
7,30500
Side Frameout- Square (Plus Side ClosE
: B. Lift Fee
e Frameout- Dutch (Plus Side Closed PH
C., .,Subtotal (A + B)
7,305.00...
Garage Door: Size (W'XF
D. ,Sales Tax (C X Sales Tax Rate)
f PUR
6.5%
474.83
Garage Door: Size (W'XF
E. Grand'Total (C + D)
7,779.83
Garage Door: Size (W'XF
F. Deposit'(A-X"Deposit Rate)
$
15%
1,095.75
36" x 80u Walk-in Door
Balance.Due (E-- F)
6,694.08
NOTICE TO. BUYER: This order shall only become effective upon execution and acceptance by Seller-Bennett.Buildings Systems at its
offices in Augusta, Georgia and upon acceptance by Seller shall constitute the contract between Seller and Buyer, subject to the Terms
and Conditidm.on the reverse side hereof. Dealer is an independent contractor, and not the agent of Seller, except for receipt of the
deposit described above, and no representation of Dealer shall be binding on Seller until and except to the extent accepted in writing by
i Seller. This contract includes cost of installation of the Unit at the address of Buyer indicated above upon receipt of they full purchase
price; provided;; :however, Buyer shall be responsible for properly preparing the site for installation, obtaining any required permits for
installation of the'Unit nd ther terms contained on the reverse side, which Buyer hereby acknowledges by its signature below to
having read and: d r o , incl ding without limitation, any conditions of site preparation, permits w sand additional charges
sd��sPSTA. I : Date $ z) �i .
aler Signat:;:' ..; . Date
De
3BS Steel Structure:
accepts for, ..payment
Check-by`Rh,6ne;, I
/isa and Master:Carc;'.
Order Accepted by "I
BBS r `i
Initials
. i
♦� l
Property Appraiser - St.Lucie Cn»nty, FL
Page 1 of 1
PROPERTY RECORD CARD
Damodar Bodhoo
Record: 1 of 2
«Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address:
5713 Briargate Ln
ParcellD:
2325-501-0002-000-6 ���UCIOG2
Sec/Town/Range:
25 :35S :39E
Account #: 14317
Map ID:
23/25N
Use Type:
SF Res
Zoning:
RS-2
City/Cnty:
Saint Lucie County
Ownership and Mailing
Legal Description
Owner:
Damodar Bodhoo Ramdei Bodhoo
BRIARGATE S/D LOT 2 (0.84 AC) (OR 3593-154)
Address:
5713 Briargate LN
Fort Pierce FL
34981-4436
Sales Information
Assessment 2014 Total Land and Building
Date
Price Code
Deed
Book/Page
2014 TRIM: 184900 Land Value: 36800 Acres: 0.84
1/6/2014
205000 0001
WD
3593 / 0154
Assessed: 149141 Building Value: 148100
11/25/2013
100 0111
QC
3585 / 1582
Ag.Credit: 0 Finished Area: 2104 SgFt
7/18/2006
360000 00
WD
2615 / 0869
Exempt: 50000
12/27/1993
70000 01
WD
0876 / 2720
Taxable: 99141
11 /19/1992
105000 00
WD
0817 / 0283
Taxes: 2144.62
2/28/1992
115000 00
WD
0778 / 0359
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
TN - Metal
ExtType: HC - HC
YearBlt:
1969
Grade: C - C
EffYrBlt:
1990
StoryHght: 0020 - 2 Story
No.Units:
1
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
FullBath: 2
HeatType:
FHA - FrcdHotAir
1 /213ath: 1
HeatFuel:
ELEC - Electric
%A/C: 100
%Heated:
100
Special Features and Yard Items
Land Information
Type Y/S Qty,
Units Qual. Cond.
YrBlt.
No. Use Type
SWAY - RES POOL AVG Y 1
450 AV
AV
1978
1 0100-SF Res
PA02 - POOL DK-GOOD Y 1
894 AV
AV
1978
ENC2 - POOL ENC-AVG Y 1
1344 AV
AV
1978
DWC - Driv-Concret Y 1
2300 AV
AV
1969
FEN5 - CHAINLINK 5' Y 1
500 AV
AV
1978
RoofStruct: HP - Hip
Frame: -
PrimeWall: BS - CB Stucco
SecWall: VS - Vinyl Siding
PrmintWall:
DW - Drywall
AvgHUFI:
Prm.Flors:
HW - Hardwood
%Sprinkled:
0
Type
Measure Depth
210 -Front Ft
185 197.3
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/paslc/pre.asp?prclid=232550100020006
8/20/2014
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3999285 OR BOOK 3676 PAGE 333, Recorded 09/30/2014 at 11:01 AM
NOTICE OF COMMENCEMENT 1 �j
Permit No. = � Tax F.R. No.-2 3 2 ! '—' 5O
State of Florida County of St. Lude
The undersigned herebyglves notice that improvementwill be made to certain real property, and In accordance with Chapter 713, Florida Statutes,
the following Information is provided In this Notice of Commencemen G—yn�'{Q�� S
Legal Descip of Pro a (and street address If available ✓ I V
General description of
Owner In atian or lessee I armatWrri he Less ontr de far the
Name
Address t' 7 t 2 't3lotQ O't- @ L on N
Interest in property: —+ 0 �
Name and address of fee simple tRleholder (if different from Owner listed :
Contractors Name: [^G 10 tlt Z
Contractor Address: I n-1 r3lT n K aeg-0 f t Pierre Phone Number: '7 — — /3CJ
F au_q,r_r 1
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:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
ZUM(1) (a)7., Florida Statutes:
Name: - _ ......... Phone Number: _ .•
Address:
In addition to himself or herself, Owner designates
Lienoes 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 the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION 6F 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
IMPROVEMENTSTO 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 pedury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
wedge and belief,
%J'� do _t; Lei, ,
(Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Signatory's Tide/Office)
The foregoing Instrument was acknowledged before me this30 day of_S—qL , 2044
ByV--)e-v%;61c41r boa%00 as dw -t for 1 (cP-tr-ij d�rn4r"
Name of Person (A.. f(OU ea) Party on half of wham Instrument was executed
ypubNo . Sl is % 200
(Print Type, Nottaam Commissioned 'g1 PI 0
IsAnnri0land'Aa,11sr" Personally known_arproduced ldentiflcatlon
P os ltoo, �� Type of Identification produced FLZ;�i
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECI COPY OF THE
ORI
SEPH E. T XL K
06PI Clerk
Date; SE 3 0 2014
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it -is
your responsibility to make sure that people employed by you have licenses required by state law and by county. or
municipal licensing ordinances. You may not delegate the responsibility for supervising work t licensed
contractor who is not licensed to perform the work being done. Your construction must comply withpa licable
laws, ordinances, building codes, and zoning regulations. Initia
I understand that the building official and inspectors are not there to design or give advice on to meet
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney..This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and,1tb a for the
cost of the license. Initial\
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relatV!7
al
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Dep�}ent to the Florida State Department of Professional Regulation. Signed and acknowledged on this
�6 day of `� Q of 20 1 q—.
Owner/Builder Signature
STATE OF FLORIDA
COUNTY OF EN, wG 1 0
The foregoing instrument as acknowledged before me this 46 day of � + 20 14 ,
by 9' k o { � d a who is personally known to me, or who has
produced as identification.
Signature ofNotar Type or Print Name ofNptary (Seal)
Title: Notary Public Commission Number i 6 -, 01_A
SLCPDSD Revised 05/15/2014
DEANNA GIVENS
Ab; ; Notary Public - State of Florida
• My Comm. Expires Dec 16, 2016
>' o:= Commission #t EE 858761
°lF ;;§, Bonded Through National Notary Assn
L
1.
REVIEWED BY
DATE #- - -
P, MU AA eS A7N D PE l T
, BE KEPT N�4 0 INS1 -ON JOB OR
S I IECTION WILL BE MADE
CONCEALED FASTENERS OR ATTACHM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THFSE PLANS AND ALI. PROPOSED WORK
ARE SU&JECTTO AM, (,,()W(,1 joN8
REOUIREO BY FIELD NPECTORS THAT
MAY BE NIECES$�-,RY H4 0W 'R To
C 0 M, P LY VV Mil ALL AR F W CABLE CODES.
MIN. SETWEQ.
FRONT
SIDES
CNR SIDES
REAR
sZZNG.
TECH.
ff-Lto-?�__p
T. LUCIE COUNTY
JILDING DIVISION
REVIEWED
ll eomp
-Z
(7
Lc�
1 2
J;&
MAXIMUM 30'-0" WIDE X 147-0" EAVE -HEIGHT- BOX EAVE
FRAME AND BOW FRAME
29 August 2013
Revision 2
M&A Project No. 12117S
Prepared for:
Mr.- Danny Lowery
President- Steel Structures
1660 Dixon Airline Road
Augusta; Georgia 30906
Prepared by:
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 2.. , %`�NE S' MO .......
0.
*. No 7 •.
SATE /OF
MO:C7RE ANa ASSOCIATES
EIVC-IiVE KING AND CONS
7F,L6
iie��ryry�N��
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No 17 .. * -
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MOORE AND ASSOCIATES
)RVN BYi .JRS . -.
BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
CM BYi PBH
ENGINEERING AND CONSULTING INC.
PE SEAL COVER SHEET..
JMJECT NGRi VSN
DAM 8-29=13
CALE, NTS. .
NO, 12117S
THIS MCMUff IS nE PROPERTY IF NO= AND MOCLI = Dr- THE
IRfAUTFQt>?ED RFPRImUCT1W. C�YD1G, OR. QiHhRViSE IISE.OF nm ffELma iS
CLUNT,
ANT. I
VG.' i S -3 2 .
STRICTLY PR�ITED AND ANY BFRBIGOEM TFEREI�'QI NAY DE StmiECT M
LEGAL ACTmk
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET
SHEET
2
DRAWING INDEX
SHEET
3
INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS
SHEET
4
TYPICAL RAFTER/POST END. AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER)
SHEET
5
CORNER POST CONNECTION DETAILS
SHEET
6
TYPICAL RAFTER%POST END AND SIDE FRAMING SECTIONS AND. CONNECTION DETAILS (BOW RAFTER.)
SHEET
7
CORNER POST CONNECTION DETAILS
SHEET
8
BASE RAIL ANCHORAGE ❑PTIONS
SHEET
9
TYPICAL END WALL AND SI➢E WALL FRAMING SECTIONS <BOX'EAVE)
SHEET
10
TYPICAL END WALL AND SIDE. WALL FRAMING SECTIONS (BOW RAFTER)
SHEET
11
WALL OPENING DETAILS
SHEET
12
WALL OPENING DETAILS
SHEET.
13
LEAN-TO ❑PTIONS (BOX EAVE RAFTER)
SHEET
14
LEAN-TO ❑PTIONS (BOW RAFTER)
SHEET
15
VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MS WCUN Nr- IS nE PRMMM .W NO= " ATZMTE8, =- ME.
UIiRI nffaZED REPR�JCTNI, L9PrdIG, 0 011ERV1SE USE. MF n= moculm T IS
STRICn r FRa®PIED M10 Atir B £ENf nEREI MAr >'E SUBJECT To
LEGAL RCT=
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S. �I
%..yNE......Mo
•• .t�
No i
*•
�i O •. TATE OF�t7o .
1
t ,
)PAWN BYE .JRS - _ BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
itbt 8 BYi PEH
'ROJECT NGRi WSN DATFi.8-29-13 CALE-. NTS NOt.12117S
Mimi — 2 MG. NO1.. K-3. a.2
BOX EAVE FRAME RAFTER ENCLOSED BUILDING
(Sheets 4, 5, 8, 9, 11, 12) 13, AND 157
LENGTH VARIES ➢EPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPfICAL.SIDE .EL,EVATION=HORIZONTAL . ROOF
SGA 'E: 1%8' V-0'
BOW FRAME RAFTER ENCLOSED BUILDING
(Sheets 6, 7, 8, 10,. 11, 12, AND 14)
30' MAXIMUM RAFTER. SPAN _I
r
TYPICAL.END ELEVATION -HORIZONTAL ROOF
SCALE: 1/8' = 1'-0`
FLASHING{.
AS LAPPLICABLE)
(AS APPLICABLE
0
30' MAXIMUM RAFTER SPAN
�, ��•
11111//177j�'
LENGTH VARIES DEPENDING ON •••...o�'•Q
NUMBER.AND SPACING OF RAFTER $
TYPICAL SIDE . ELEVATION TYPICAL. END . ELEVA7 N:• No
SCALE: 1/8' = 1'=O' SCALE:' 1/8'- = 1'-0'
f
INSTALLATION NOTES :AND SPECIFICATIONS
1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. =0•..• TATE OF
2 DESIGN
WAS DONE, INB CCORD CODE WITH
H THE
201009 FLORIDA
2012BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDML�M��••• � ®R `OG�.r
3. DESIGN LOADS ARE AS FOLLOWS:BC.,'��/�fOp�•�� ••0`N`
A) DEAD LOAD = 1.5 PSF
.3) LIVE LOAD = 12 PSF
C) SNOW LOAD = 18.1 PSF
4. LOW. ULTIMATE WIND SPEED 105'T❑ 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET. _
6,'T[:SI CATEGORY I,
7. WIND EXPOSURE -CATEGORY B,
8, SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS)
FRAMING MEMBERS.
9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR ❑R END) = 6 INCHES.
10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING FASTENER.(SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOP F 1 C3:12 PITCH) OR LESS SPACII
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY,
L1. GROUND. ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW ( H qAL) IND, PES' fy
2, GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST AL 'G ' pR GH V
OTHER POST FOR LOW WIND,
3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
L1NI1U77iQt= RMt=LM 1.: Cam:. I R OMMW SE IISE. [F nn IgO Mff 18
-ii ra a aT-i
IRAWN BYI JRS -
BENNETT BUILDING .SYSTEMS, LLC
ENCLOSED BUILDING
3tCKEB. BY, PDH
TwECT MGRI WSM
TE-.8-29-13
ALES. NTS
NOI. 191179
1-TENTI -
. 3
DWG.. No, SK-3 Evd . 2
a�
26 OR 29 GA. GALVANIZED .METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS
AND POSTS WITH 1/4'x1' SDF'S WITH
CONTROL SEAL WASHER 2 AVERAGE 6' O.C.
SPACING
12
�� 3
24' 16 GA. U—CHANNEL
BRACE FASTENED TO
u
RAFTER. WITH (2) 1/4'xl'
w
SDF'S AT EACH END
_
Y4 PER BRACE)
w
J
X
Q
v
LENGTH VARIES DEPENDING ON
wi —rp Anon fpAf Tmr, T1F PAcTPPs
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
TYPICAL RAFTER/P❑ST . END . FRAM .E. -SECTION TYPICAL RAFTER/POST -.SIDE. FRAMING. SECT!
SCALE: 1/8' = 1'-O' SCALE: 1/8' = 1-0'
TS BOX
EAVE
3/16 RAFTER
NIPPLE TO MINIMUM 12' LONG, MINIMUM
RAFTER 3/16 ' ( IS NIPPLE. SECURE
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SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL. RAFTER/POST FRAMING SIDE. SECTI❑N I
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MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
THIS D=Mff IS TK PROPERTY OF NOOAE AND ASSOCIATES: W- THE.
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ENCLOSED BUILDING
DECKED BYI .PDH ..
tOJECT 14GR1 VSM DATO 8-E9-13 . . LEi "NTS N�1 12117S.
7 Wry. Nnl SK-3 ,1.2 . .
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS.
INSTALL 1/2'x6' EXPANSION 'INSTALL 1/2'x6' EXPANSION
ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RAIL
WWF OR FIBETT-"-T
S WITHIN 6' OF EACH . WWF OR FIBERGLASS WITHIN 6' OF EACH
FIBERS - POST ALONG SIDES. <FOR LOW WIND FIBERS POST ALONG SIDES. <FOR LOW WIND
SPEEDS ANCHOR MAY BE-INSTALLE➢ AT SPEEDS -ANCHOR MAY BE INSTALLED AT
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GRADE 1 GRADE
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EMBEDMENTMINIMUM 2 3 4 IMINIMUM 2
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(TYPJ I . . — (TYPJ
-1 I MONOLITHIC I_-1 11-1 I I—I-
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PSIMIN REINFORCED1
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S 5/8' 1-0' 5 5/8'
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3A SCALE+ NTS 3B SCALE, NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETEi
CONCRETE SHALL. HAVE A -MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS
STRENGTH OF 3,000 PSI. AT 28 DAYS,
COVER OVER REINFORCING STEED DRILL 5/8' DIAMETER HOLE
TOP OF ASPHALT THROUGH THE BASE RAIL AND
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH
BARS SHALL BE PER ACI-3181 GROUND SURFACE 1/2' DIAMETER THROUGH BOLT
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PER IN CONTACT WITH THE EARTH OR EXPOSED TO —
THE EARTH. OR WEATHER, AND 1 112 INCHES ELSEWHERE. IEEI—_
REINFORCING STEED I-1 11-1 I Ed I I I I I I I —I I I I I I —I I I-1
THE TURNDOWNREINFORCING STEEL SHALL BE ASTM A615 GRADE 1—Il1—III I —II 111—I11-111-11
60. THE SLAB REINFORCEMENT SHALL FIB
WELDED WIRE FABRIC I III —(II I 1 l 1—III—III—III
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REINFORCEMENT' MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED, TS CONTINUOUS
BASE RAIL
1, REINFORCEMENT IS BENT COLD1
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND DOUBLE HELIX EYE ANCHOR
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT cs NOTES BELOW)
BE FIELD BENT.
HELIX ANCHOR NOTESL
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL GROUND. BASE HELIX. ANCHORAGE
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. � SCALE NTS (CAN BE USED FOR ASPHALT)
2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT. ,��41111111l���'
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY' S� M Ion
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MINIMUM 30 INCH EMBEDMENT. �� A •.• �jra •••• ���
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND ���`.• V\ •� e
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 �� : �7 •�
INCH EMBEDMENT. : No : s•
5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES G �[� Ii
WITH MINIMUM 60 INCH EMBEDMENT. .0 ; 6 1 .((/♦
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TYPICAL BOX EAVE RAFTER
END WALL. FRAMING SECTION
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ASSEMBLY
OPENING. FOR ROLL -UP
. DOOR WITH HEADER
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(PAGE 3)
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. ..SPACING
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J \J 7. 'OPENING FOR
SWINGING DOOR
11 WITH HEADER
TYPICAL BOX EAVE RAFTER END.
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RAIL (ALSO APPLICABLE
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SWINGING DOOR 1L
WITH HEADER
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SIDE WALL ❑PENINGS FRAMING SECTION
SCALE '1/8' = I' 0'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC..
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BOW RAFTER.END WALL. AND SIDE. WALL. OPENINGS -
SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL BOW RAFTER
END WALL FRAMING SECTION.
SCALE: 1/8' V-0'
HOW RAFTER/POST
ASSEMBLY
OPENING FOR ROLL -Up
DOOR WITH HEADER
OPENING FOR -
SWINGING DOOR II
WITH HEADER
TYPICAL. BOW RAFTER SIDE
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SCALE:' 1/8' = P-0'
SEE NOTES
(PAGE 3)
FOR .MAXIMUM
SPACING
OPENING FOR
SWINGING DOOR
11 WITH HEADER
TYPICAL BOW RAFTER END"
WALL OPENINGS FRAMING SECTION
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IRMUTFQtIZED RE T�I, COPYM OR"QIfEINME USEAF TINS DOCIAENT is
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MOORE AND ASSOCIATES
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$ GlNNECTI�N DETAIL..
SCALE: 'NTS
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I_1=III-III-III-I I I
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TWS DDCIJlENi IS TfE PRO+FRiY O lmIE AIfO ASSOCIATES, OfC TfE
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MAIN STRUCTURE IISTANDARD LEAN-TO
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TS BOX EAVE-RAFTER
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TYPICAL BOW RAFTER LEAN-TO..OPTION FRAMING SECTION.
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SECURE WITH
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11 PSCALE
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ENCLOSED BUILDING
BOX .EAVE RAFTER. VERTICAL ROOF .OPTION
FLASHING
I. 30' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATI❑N
VERTICAL ROOF
SCALE: 1/8' = 1'=0'
6 '
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
r �
TYPICAL SIDE ELEVATI❑N
VERTICAL ROOF.
SCALE: 1%8' = 1-0'
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26 OR 29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO PURLINS WITH
I/4'xl' SDF'S WITH CONTROL
SEAL WASHER @ AVERAGE 6. O.C.
SPACING
0.725-18 GAUGE
FURRING CHANNEL 24' 16 GA. U-CHANNI
(PURLIN) BRACE FASTENED TO
RAFTER WITH (2) 1/
S➢F'S AT EACH END
(4 PER BRACE)
TYPICAL SECTION.
VERTICAL —ROOF OPTION, .
SCALE - 1/8' = 1-0'
0.725-18 GAUGE FURRING CHANNEL SPACED NOT MORE
THAN 4'-0' O.C. AND FASTENED TO EACH RAFTER WITH
(2) 1/4'XI' SDF'S.
LENGTH VARIES DEPENDING ON
LIT-
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
TYPICAL FRAMING. SECTION
VERTICAL. ROOF FRAMING.
.
SCALE: 1/8' = 1'-0'
0.725'-18 GA
FURRING CH4
R❑❑F PANEL..ATTACHMENT.
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE: NTS
FlLE�=
6'
h AS BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
BY1 PBH
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