HomeMy WebLinkAbout1504-0238All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: V-- le-1,50, Permit Number:
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial A Residential
PERMIT.APPLICATION FOR:
Address: 9-715' fV 057j_ jl�t
Legal Description: 33 '? c old _Ma7')Par1_6-F N315F?- Of 4�01/ LOT-2- W of (As /
Property Tax ID #: l cf3 1 %D D 6'07 OeO Lot No.
Site Plan Name: Ooci f y 5,11v4g e R-C Block No.
sot I �/ �d�G 1%r yPe �„ /651,f �u,Ilk a . 6re-tv
tonal worK to be perrormea unaer this permit— cnecK all that apply:
Mechanical _Gas Tank =Gas Piping _Shutters _X Wirido'ws/Doors
_ Electric. _ Plumbing _ Sprinklers _ Generator _ Roof
Total Sq. Ft of Construction: CR50 o Sq. Ft. of First Floor: aS®O,
Cost of Construction: $ 2sa000 Utilities: _Sewer a'Septic Building Height: %
Name r0ord .56A fwt_.tr
Name:
Address: Z-00 Mde_o fe 5-fe,4
Company;;;
City: FT_ PC41N1 State:
Address': '33(r,,�cs.lA6'r5 `e
Zip Code: 3'pq 4 (4 Fax:
City: �? G •,, ��
State:
Phone No.
Zip Code: 3 s
Fax: 2?Z- q6k YKG %
E-Mail:
Phone No. 272. 26/
937F
Fill in fee simple Title Kolder on next page ( if different
E-Mail:
from the Owner listed above)
State or County License:
�-7
x
if value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
SUPI'LEMENTALCa1STRl1�CTI'ON LIEN
LUII IN'O�RIVIA�N.
DESIGN Fr2/ENGINEER:.. _ Not Applicable
MORTGAGE COMPANY: Not Applicable
Name:Ir'1$3bC; i�, /r� d (;0AS'0It'r10 e—
_
Name:
Address: rd®4 -tgye _
Address:
City: /V ri'k. Q c� v sta 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.
_ a __,' -
0 L - I e ,Q
Signature of Iwner/ Agen ILessee
Signature of Contractor/License Holder
STATE OF FLORIDA . n 1K
COUNTY Ol L,�AI.I Q
STATE OF FLORIDA q,
Lo k
�
COUNTY OF _ c
The for oing instr ent w acknowledged before me
this day 2019 by
The,for oing instrument was,a knowledged re me
of
this' day of 20 by
(Name of person acknowledging)
(Name of person acknowledging )
koAljf�
(Signature of Notky P blic- Sta a of Florida)
ignature of N t ry Public- State of Florida )
l
Personally
Personally K
Known OR P oduced Identification V
l e(MAN �ZTO
ation
u EIAM HUFFIt
Type of Identification Produced
6&oz/5z/1 S4JIdX� '' t
Commission Now,g2451p ►zs��� '•
MY CQMISSfglb
*0 aR. EXPIRES: April i3, 2Q15
Commission T�rrrf ' BondedrhruNotaryPublieunk l
eaiao� d041vs
REVIEWS
FRONT
all
ZC�iA�w(
APW
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW .
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
-R—ev7/2014
REC
E r GC E
APR 13 2015
Public Works
St. Lucie County, FL
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,
5 US (bf
(Parcel Id#/Legal description/Address)
.eXC6 -[�'
'90 7 000/
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , 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.
P— (C-ff 1a Q
Prop O e ame (Please Print)
3 2 �AE
A'i /L/ "rlf-
Pro erty Owner Signature Date
STATE OF FLORIDA, COUNTY OF C-ytll
ACKNOWLEDGED BEFQRE ME THIS g�q—DAY OF 4� 20L:5—
BY
PRODUCED
4iz;o�
SIGNATURE O�FN�OTARY PUBLIC
65-� F-COMMISSION NUMBER
SLCPDSD Revised 08/24/2010
WHO IS PERSONALLY KNOWN TO ME OR WHO HAS
AS IDENTIFICATION.
oy A045
TYPE OR PRINT NOTARY
Ao58 P�W L(A�UYA)STU66S
?: ; �;°'= Notary Public - State of Florida
N,9F :off; My Comm. Expires Jun 7, 2016
3Z;e, lto • Commission # EE 206141.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 4058163 OR BOOK 3734 PAGE 2060, Recorded 04/13/2015 at 11:28 AM
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No. //" /2-0 0&07 060 /
State of Florida County of St. Lude
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.
Legal Iptk>ti of Property: (and street ddress i}avail le
33 Va ?ll7toirr,77 /�3/S Fro ' er coTZ yq w o-Y fisl(Asr-WO P77-5 IV0S-1 r-1AkrCA.r
General description of improvement:-U% /� 'any 30,1 grAieta( Rut U� 45 la 6
Name _r—
Address 29Do
Lessee contracted for the Improvement:
Interest in property:. ouniffi
Name and address of fee simple titleholder (if different from Owner listed above):
contractor's Name: 3)6KC0'ur—rt✓fr-
Contractol'Address:_ 271 r At'JSP Dr ff - �y4tLs Phone Number: 7lL ZO/ 379'
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
lender Name: Phone Number:
Lenders address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided bySectlon
713.13(1) (a 7 Florida S u
Name: P�.ner
1%—SQ v'r] D. • ...
Address•R1DS U13,
In addition to himself or herself, Owner designates Qrlr 1 of &-#1 &2143 to receive a copy ofthe
Uenor's Notice as provided in Section 713.13 (1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of copse Ion 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 EXPI RATION 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 COMMENONG WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT,
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
4mWyknoeDoa belief.
Gf Owner t
Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
Et '
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this ID day of�20 J'5
B k 4 ° ✓ as for
Name of Person i Type of authority (e.g. officer, trustee) Party on behalf of whom instrumentwas executed
Personally known for produced identification
(Signature of Notary blic - State of FI rida)
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced
A�115SA C. BLANDfO1tD
W5000R RS: A ON a 4. 2012f2
�p E7�IRFS: Angvat 14, 2016
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THE
ORIGINAL. _
E. SMITH,
Deputy CIO
Date:
APR 1 3-2015
_t
`d�aBBB5�8J7Y0t
vto
o e00
l7 � �
,O va • � •!F
� No 57`
�•• STATE OF e-rfJ
!S6
MOORE AND ASSOCIATES
DRAWN BY: JRS
BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
HECKED BY. PDH
ENGINEERING AND CONSULTING, INC.
PE SEAL COVER SHEET
THIS DOCUMENT IS THE PROPERTY Or NOORE AND ASSOCIATES. INC. THE
UHAUTHMIZED REPRODUCTION. COPYING, OR OT ERVISE USE Or THIS DOCUMENT IS
JECT NGR= WSM
DATE: B-21-14
SCALE: NTS
JOB NO: 12117S
LIENT: -
ISHT. 1
DWG. NO: SK-3 IREW 3
STRICTLY PROHIBITED AND Mill IWQINGE14ENT THEREUPON ww BE SUBJECT TO
LEWUL nCT10N
.w
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
B
BASE RAIL ANCHORAGE ❑PTIONS
SHEET
9
TYPICAL END WALL AND SIDE 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 OPTIONS (BOX EAVE RAFTER)
SHEET
14
LEAN-TO OPTIONS (BOW RAFTER)
SHEET
15
VERTICAL ROOF ❑PTION END AND SIDE ELEVATION AND SECTION
THIS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
BE
IS
��e�eeaeoF��'
���.���.•.� � E IV s. 0.p so
No 571 a
� ii77
Cc
V • w /.. b
m �TATE OF
��0�• .< p R I O P Ge��•
°O'osS90NAI E1 o�eee
BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
NTS IJOB NM 12117S
BOX EAVE FRAME RAFTER ENCLOSED BUILDING
(Sheets 4, 5, 8, 9, 11, 12, 13, AND 15)
WINDOW (AS APPLICABLE) -
DESIGN PRESSURE
LOW = (17.5 PSF, -19.9 PSF)
HIGH = 26.45 PSF, -29.95 F
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
ROLL-1
(AS Al
DESIG)
LOW =
HIGH
6'
FLASHING -
FLASHING
TYPICAL SIDE ELEVATION -HORIZONTAL ROOF
SCALE: 1/8' = 1'-0'
BOW FRAME RAFTER ENCLOSED BUILDING
(Sheets 6, 7, 8, 10, 11, 12, AND 14)
WINDOW (AS APPLICABLE)
DESIGN PRESSURE
LOW = (17.5 PSF, -19.9 PSF)
HIGH = (26.45 PSF, -29.95 PSF)
6'
r uuuK
'LICABLE)
PRESSURE
(17.5 PSF, -19.9 PSF)
(26.45 PSF, -29.95 PSF)
(AS APPLICABLE)
DESIGN PRESSURE
LOW = (17.5 PSF,
HIGH = (26.45 PSF
30' MAXIMUM RAFTER SPAN
19.9 PSF)
-29.95 PSF)
TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALE: 1/8' = 1'-0'
ROLL -UP DOOR
(AS AP
DESIGN
LOW =
HIGH ,_
FLASHING<
PLICABLE)
(qS APPLICABLE)
PRESSURE (17.5 PSF, -19.9 PSF)
DESIGN PRESSURE
(26.45 PSF, -29.95 PSF) LOW = (17.5 PSF,
HIGH = C26.26.45 PSF
19.9 PSF)
-29.95 PSF)
LENGTH VARIES DEPENDING ON ,0 ®B,
too
NUMBER AND SPACING OF RAFTERS I I 30' MAXIMUM RAFTER SPAN l� �se� S. A4 ep
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION oo°°�1Q;.°`��GE �SF•�9�
SCALE- 1/8' = 1'-0' SCALE: 1/8' = 1'-0' : ltjp 57170 •�
INSTALLATION NOTES AND SPECIFICATIONS 4�
1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. �1
2. DESIGN WAS DUNE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, 3 ; STATE O F •(
2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC, 0 off••N.111,0N
3. DESIGN LOADS ARE AS FOLLOWS: o�As���C 0 R P'`_N
A) DEAD LOAD = 1.5 PSFB) LIVE LOAD = 12 PSF I��`V%%
,
C) SNOW LOAD = 20 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET.
5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH)- MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET.
6. RISK 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 OR 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 SLOPES OF 14' (3:12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY,
11. GROUND ANCHORS CONSISTING OF N4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW C C 108 MPH NOMINAL) WIND SPEEDS ONLY.
.2. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES FOR HIGH WIND, EVERY
OTHER POST FOR LOW WIND..
.3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS.
MOORS AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS, LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
THIS DOCI!•EMT IS THE PROPERTY O: MOORE AND ASSOCIATES, INC. THE O,JECT NGR: WSM DATE: 13-21-14 SCALE: NTS JOB NO: 12117S
uNAuTHMIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
STRICTL�rPROHIBITED AND ANY IWRINGEIENT THEREUPON MAY BE SUBJECT TO , (rur. _ ur o nur. urt CI[-Q v.
19.9 PSF)
-29.95 PSF)
LENGTH VARIES DEPENDING ON ,0 ®B,
too
NUMBER AND SPACING OF RAFTERS I I 30' MAXIMUM RAFTER SPAN l� �se� S. A4 ep
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION oo°°�1Q;.°`��GE �SF•�9�
SCALE- 1/8' = 1'-0' SCALE: 1/8' = 1'-0' : ltjp 57170 •�
INSTALLATION NOTES AND SPECIFICATIONS 4�
1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. �1
2. DESIGN WAS DUNE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, 3 ; STATE O F •(
2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC, 0 off••N.111,0N
3. DESIGN LOADS ARE AS FOLLOWS: o�As���C 0 R P'`_N
A) DEAD LOAD = 1.5 PSFB) LIVE LOAD = 12 PSF I��`V%%
,
C) SNOW LOAD = 20 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET.
5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH)- MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET.
6. RISK 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 OR 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 SLOPES OF 14' (3:12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY,
11. GROUND ANCHORS CONSISTING OF N4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW C C 108 MPH NOMINAL) WIND SPEEDS ONLY.
.2. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES FOR HIGH WIND, EVERY
OTHER POST FOR LOW WIND..
.3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS.
MOORS AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS, LLC
ENGINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
THIS DOCI!•EMT IS THE PROPERTY O: MOORE AND ASSOCIATES, INC. THE O,JECT NGR: WSM DATE: 13-21-14 SCALE: NTS JOB NO: 12117S
uNAuTHMIZED REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
STRICTL�rPROHIBITED AND ANY IWRINGEIENT THEREUPON MAY BE SUBJECT TO , (rur. _ ur o nur. urt CI[-Q v.
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS
AND
POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER E AVERAGE 6' O.0
SPACING
24' 16 GA. U-CHANNEL 1_
BRACE FASTENED TO u
RAFTER WITH (2) 1/4'x1' _
SDF'S AT EACH END
(4 PER BRACE)
�kf
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE: 1/8' = 1-0'
TS BOX
EAVE
3/16 RAFTER
NIPPLE TO
RAFTER 3/16
u \---16 GA.U-CHANNEL BRACE
6, Q.K�/�.T�il
((8' RAFTER POST)
(LOW OR HIGH WIND SPEED)
m
IMUM 6' LONG, MINIMUMl4 GA.,
NIPPLE. SECURE POST TO NIPPLE
TH (4) 1/4'xl' SDF'S
SECURE WITH
(4) 1/4'xl' SDF'S
(EACH END)
TS POST
BOX EAVE RAFTER/CORNER
lA POST CONNECTION DETAIL
SCALE: NTS
SCALE: 1/8' = 1-0'
:. R°%O °i
. 4,p°o°
e F
® No 57170
4
�_ Er
daoees�d����
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERIT OF MOORE AND ASSOCIATES, INC. THE
HORIZED REPRODUCTION, [OPTING, OR OTHERWISE USE OF THIS DOCUENT IS
ILT PROHIBITED AND ANY IWRINGENENT THEREUPON NAY BE SUBJECT TO
NIPPLE
BASE F
MINIMUM 12' LONG, MINIMUM
14 GA., TS NIPPLE. SECURE
WITH (6) 1/4'x1' SDF'S
TS POST
TS CONTINUOUS BASE RAIL
RAFTER POST/
2 BASE RAIL CONNECTI❑N DETAIL
SCALES NTS
`- 16 GA. U-CHANNEL BRACE
FASTENED TO THE LEG AND
RAFTER, WITH (2) 1/4'xl'
SDF'S AT EACH END
(4 PER BRACE)
BRACE SECTION
SCALE: NTS
IRS BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
TS BOX EAVE RAFTER
SECURE WITH
(4) 1/4'xl' SDF'S
(EACH END)
0
lI 3/16 NIPPLE TO
RAFTER /
L°� 3/16
MINIMUM 6' LONG,
MINIMUM 14 GA., /
6• TS NIPPLE. SECURE
POST TO NIPPLE
WITH (4) 1/4'xV
SDF'S
w
16 GA. U-CHANNEL BRACE
•i
0 4 /
S00• TS BOX EAVE RAFTER
m
I ' /
I
;° 'op', / TS POST 12 GA. IQ 3/16
I� (I1' TO 14' RAFTER POST) NIPPLE TO
- --"--'I HIGH AND LOW WIND SPEED)
3/16 RAFTER /
III 6' MINIMUM 6' LONG, � 16 GA. U-CHANNEL BRACE
MINIMUM 14 GA.,
III SECURE WITH TS NIPPLE. SECURE
I (4) I/4'xl' SDF'S POST TO NIPPLE
I. (EACH END) WTH (4) 1/4'xl'
SDI F'S j
:°
N /
IT' TS 2x2-14 GA. REINFORCING v 4
�I NIPPLE 3-0' LONG. SECURE Go -
WITH l
(16) 1/4'xl' SDF'S m
liTS POST 14 GA.
(13' TO 14' FOR LOW VIND> (9' TO 10' RAFTER POST)
Q2' TO 14' FOR HIGH WIND) (HIGH AND LOW WIND SPEED)
TS POST 12 GA.
TS TO 1 RAFTER POST FOR LOW WIND SPEED)
(11' RAFTER POST FOR HIGH WIND SPEED)
BOX EAVE RAFTER/CORNER
1B POST CONNECTION DETAIL
SCALE NTS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY OC NOORE AND ASSOCIATES, INC. THE
'HORIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
TLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
, ACTION.
SECURE VITH
(4) I/4'xl' SDF'S
(EACH END)
BOX EAVE RAFTER/CORNER
1C POST CONNECTION DETAIL
SCALE: NTS
AIII/IyOj�y�/j/dJ&
l,Se .•1� . o.� o''d01 e.,
V �s
o
No 5717
v
ps
®: STATE OF :<v�
RAWN BY- AS BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
NO: 121I7S
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS
AND POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER E AVERAGE 6' O.0
SPACING
24' 16 GA. U-CHANNEL
BRACE FASTENED TO 1
RAFTER WITH (2) I/4'xl'`
SDF'S AT EACH END II =
(4 PER BRACE) E w
x
W
J
30' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/POST END FRAME SECTION
SCALE: 1/B' = 1'-0'
TS BOW RAFTER
NO SCREWS -
REOUIRED IN
BOW END
LENGTH VARIES DEPENDING ON '
SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL RAFTER/POST FRAMING SIDE SECTION
SCALE: 1/8' = 1'-0'
SECURE WITH
(4) 1/4'x]' SDF'S
(EACH END)
4
N
16 GA. U-CHANNEL BRACE
QS00• (SB' RAFTER POST)
(LOW OR HIGH WIND SPEED)
MINIMUM 6' LONG, MINIMUM 14 GA.,
TS NIPPLE. SECURE BOW RAFTER AND
POST TO NIPPLE WITH (4) 1/4'xl'
S OF'S
TS POST
BOW RAFTER/CORNER POST
F41CALN
ECE: NTS
05- `eaoe eae`t+a40'��o
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` No 579
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MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC. THE
HORIZED REPRODUCTION, COPYING. OR OTHERWISE USE OP THIS DOCUMENT IS
FLY PROHIBITED AND ANY IWRINGEMENT THEREUPON MAY BE SUBJECT TO
ACTION.
NIPPLE Tll
BASE RAIL 3/16
MINIMUM 12' LONG, MINIMUM
14 GA., TS NIPPLE. SECURE
WITH (6) 1/4'x1' SDF'S
al'1� TS POST
o,
TS CONTINUOUS BASE RAIL
RAFTER POST/BASE RAIL
DiSAILCiL ECE: NTS
N
16 GA. U-CHANNEL BRACE
FASTENED TO THE LEG AND
RAFTER, WITH (2) 1/4'xl'
SDF'S AT EACH END
(4 PER BRACE)
BRACE SECTION
SCALE: NTS
WSM
BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
�J I
TS BOW RAFTER
/ SECURE WITH
� (4) 1/4'xl' SOPS
(EACH END)
NO SCREWS /
REQUIRED IN /
BOW END
f
N
i
MINIMUM 6' LONG,
MINIMUM 14 GA.,
TS NIPPLE.
o i
°
SECURE BOW
o
RAFTER AND POST
i�
TO NIPPLE WITH
J
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(4) 1/4'x1' SDF'S
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TS POST l2 GA.
_ (ll' TO !4' RAFTER POST)
(HIGH AND LOW WIND SPEED)
--'i�
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io
,II
TS 2x2-14 GA. REINFORCING
NIPPLE 3'-0' LONG. SECURE
WITH (16) I/4'xl' SDF'S
(l3' TO 14' FOR LOW WIND)
(12' TO 14' FOR HIGH WIND)
BOW RAFTER/CORNER POST
1B CONNECTION DETAIL
SCALE NTS
16 GA. U-CHANNEL BRACE
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUIENT IS THE PROPERTY OF HOOK AND ASSOCIATES, INC. THE
HO IZED REPRODUCTION. COPYING, OR OTHERWISE USE Or THIS DOCIIENT IS
I.Y PROHIBITED AND ANY INiRINGEHENT THEREUPON MAY BE SUBJECT TO
ACTION.
16 GA, U-CHANNEL BRACE
TS POST 14 GA.
19' TO 10' RAFTER POST)
(HIGH AND LOW WIND SPEED)
TS POST 12 GA.
(Il' TO 12, RAFTER POST FOR LOW WIND SPEED)
(ll' RAFTER POST FOR HIGH WIND SPEED)
BOW RAFTER/CORNER POST
IC CONNECTION DETAIL
SCALE NTS
�y�aee:aerr��oa��a
m
. No 5717
V °
a p STATE OF
OM AL ��%o`o
T
t�BENNETT BUILDING SYSTEMS, LLC
PDH ENCLOSED BUILDING
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 FIBE7�T_"T
WITHIN 6' OF EACH WWF OR FIBERGLASS WITHIN 6' OF EACH
POST ALONG SIDES. (FOR LOW WIND FIBERS POST ALONG SIDES, (FOR LOW WIND
FIBERS SPEEDS ANCHOR MAY BE INSTALLED AT SPEEDS ANCHOR MAY BE INSTALLED AT
EVERY OTHER POST) EVERY OTHER POST)
r`T T"T �"T ��
p 1 d d - u I Q\ d d I
(x
i d GRADE - i , d GRADE
I III I I I I I I II' a Ili I a l I—
_ IIMIdI a4 —I
MINIMUM 2 3/4-1 I I I d 9 MINIMUM 2 374
EMBEDMENT j —I c _ EMBEDMENT—
(TYP.) (TYP.) -
-� -III — III—� I I— �
MONOLITHIC CONCRETE FOOTING I MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED -III—III 11 (300D PSI MIN.) REINFORCED -III-I I I 111
WITH (2) k4's CONTINUOUS WITH (2) 04's CONTINUOUS
CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
3A BASE RAIL ANCHORAGE 3 B RAIL ANCHORAGE
SCALE: NTS SCALE: NTS
MINIMUM ANCHUR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
2' WASHERS
STRENGTH OF 3,000 PSI AT 28 DAYS,
COVER OVER REINFORCING STEEL-
TOP OF ASPHALT DRILL
THROUGH THE IBASEER41L LAND
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
PAVEMENT OR
GROUND SURFACE
SECURE TO ANCHOR EYE WITH
1/2' DIAMETER THROUGH BOLT
BARS SHALL BE PER ACI-318:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
_
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE. -III
III =i I -I -I
-III —i I I�—III
REINFORCING STEEL -—I
I -I
I Ii I I-=i I i—III--III-III--III-
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
II
-III IiI—II
—III —III
it II
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
_IiI
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT.
III _III --Ili —III—
III--IiI -III
- III
REINFORCEMENT MAY BE BENT IN THE
jr-
SHOP OR THE FIELD PROVIDED-
TS CONTINUOUS
BASE RAIL
1. REINFORCEMENT IS BENT COLD.
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS.
DOUBLE HELIX EYE ANCHOR
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
(SEE NOTES BELOW)
BE FIELD BENT.
HELIX ANCHOR NOTES-
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
GROUND BASE HELIX ANCHORAGE
AND COBBLES, CALICHE, PRELDADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT.
3 C SCALE: NTS (CAN BE USED FOR ASPHALT)
2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
1stI11i1/A1w0
MINIMUM 30 INCH EMBEDMENT.
S. ,YO,�,��A
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
a►�,,`a'�
,O \_ ........��0 Off,
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT.
5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
NO 57170
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) B' HELICES
WITH MINIMUM 60 INCH EMBEDMENT.
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES, INC THE
NORIIED REPRODUCTION, COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
ILY PROHIBITED AND ANY INFRINGEMENT THEREUPON wAY BE SUDJECT TO
ACTION.
o
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1111
BY. JRS BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE: 1/8' = 1'-0'
BOX EAVE
RAFTER/POST
ASSEMBLY
D
12 9 6 7
12 11 11 6 7
11 11
OPENING FOR WINDOW
OPENING FOR ROLL -UP WITH HEADER AND WIND
DOOR WITH HEADER RAIL (ALSO APPLICABLE
TO END WALLS)
10 7 6
12 Il Il
OPENING FOR 7
SWING
[NO DOOR 11
WITH HEADER
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
OPENING FOR ROLL -UP
DOOR WITH HEADER
J \J 7 OPENING FOR
SWINGING DOOR
ll WITH HEADER
TYPICAL BOX EAVE RAFTER END
WALL ❑PENINGS FRAMING SECTION
SCALE: 1/8' = 1'-0'
TYPICAL BOX EAVE RAFTER
SIDE WALL OPENINGS FRAMING SECTION
SCALE: 1/8' = 1'-0'
e��`:�NE. S.
ENS� p,i
o No 57 0 a
a •
®� • STATE OF •:�JJ
MOORS AND ASSOCIATES DRAWN BY: JRS BENNETT BUILDING SYSTEMS, LLC
GINEERING AND CONSULTING, INC. NECKED BY: PDH ENCLOSED BUILDING
DOCUENT IS THE PROPERTY O' HOORE AND ASSOCIATES. INC. THE OJECT NGR: WSH DATE: B-21-14 SCALE: NTS JOB NO 12
HDRIZED REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
TLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
ACTION. LIENT: SHT. 9 Iowa NO: SK-3 V:
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(PAGE 3)
FOR MAXIMUM
TYPICAL BOW RAFTER
END WALL FRAMING SECTION
SCALE: 1/8' = 1'-0'
BOW RAFTER/POST
ASSEMBLY
OPENING FOR ROLL -UP
DOOR WITH HEADER
OPENING FORS
SWINGING DOOR
WITH HEADER
TYPICAL BOW RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE: 1/8' = 1'-0'
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUENT IS THE PROPERTY OF NOW AND ASSOCIATES, INC. THE
HORIZED REPRODUCTION. COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
TLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
ACTION.
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
OPENING FOR
SWINGING DOOR
WITH HEADER
TYPICAL BOW RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE: 1/8' = 1'-0'
OPENING FOR WINDOW
WITH HEADER AND
WINDOW
RAIL(ALSO APPLICABLE
TO END WALLS)
s
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NO !1 0
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BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
8-21-14
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
IS RAFTER
2'x2'%2' 16 GA. ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4'xl' SDF'S
2 ON TOP AND 2 [IN SIDE
ITS END POST
END POST/RAFTER
E��SCALE.N�C TION DETAIL NTS
IS POST
DR END POST
-2'x2'%2. 16 GA. ANGLE CLIP
SECURE TO POST AND EITHER
TOP OF HEADER, OR BOTTOM
OF VIN➢OW RAIL WITH
I/4'xl' SDF'S
HEADER OR WINDOW RAIL
6 TO POST CONNECTION DETAIL
SCALE- NTS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
TS POST (CORNER)
MINIMUM 12' LONG, MINIMUM
. l4 GA., TS NIPPLE. SECURE
I WITH (6) I/4'xl' SDF'S
of
1 1/2'x1 I/2'x2' 16 GA. CLIP
of ANGLE SECURE TO RAFTER
POST AND BASE RAIL V/(4)
o 1/4'x1
' SDF'S
TS CONTINUOUS BASE RAIL
END POST/BASE RAIL
J CONNECTION DETAIL
SCALE NTS
TS END POST OR
DOOR WINDOW
FRAME POST
IS HEADER, BAS
RAIL, OR VINDO�
RAIL
ZAFTER CHORD,
.TURAL HEADER
2'x2'X2' 16 GA. ANGLE CLIP
SECURE TO POST (EACH
SIDE) AND RAFTER
CHORD/RAIL WITH 1/4'xl'
SOF'S 2 ON BOTTOM AND 2
ON SIDE
NOTE' AT ROLL -UP DOOR
OPENINGS, POST SHOULD BE
FLUSH WITH RAIL END. CLIP
POST TO RAIL ONLY ON SIDE
OPPOSITE THE OPENING.
POST TO HEADER, BASE RAIL, OR
CD�05LE�
WTAIL NW
THIS BIXI!•ENT IS OJECT NOR:
BE SUBJECT TO
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No 571 ap
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BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
6' LONG, MINIMUM
TS NIPPLE. SECURE EACH
) 1/4'.V SELF -DRILLING
-RS
DOUBLE HEADER/POST
8 CONNECTION DETAIL
SCALE: NTS
o'I II a !I —TS POST
NIPPLE TO MINIMUM 12' LONG, MINIMUM
BASE RAIL 3/16 14 GA., TS NIPPLE. SECURE EACH
�o�. WITH (4) 1/4'.1' SELF -DRILLING
FASTENERS
I
TS CONTINUOUS
BASE RAIL
���--�I�—i��—��i=l�l
-1 I 1--III-I I --I I-
POST/BASE RAIL
to SCALE-
�NTS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
LONG, MINIMUM
NIPPLE. SECURE
/4'.V SELF -DRILLING
i HEADER
POST/DOUBLE HE
cj CONNECTION DETAIL
SCALE: NTS
T_ ' OJECT KGR= WSH
THIS BOCl/ENT IS
BE SUBJECT TO
a3A4,�'BO®
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BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
BOX EAVE RAFTER LEAN-TO OPTIONS
ROOF EXTENSION OPTION
BRACE FASTENED TO
RAFTER WITH C2)1/4'x1'
SDF'S AT EACH END
(4 PER BRACE)
MAIN STRUCTURE
STANDARD LEAN-TO
TYPICAL BOX SAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE- 1/8' = 1'-0'
TS BOX EAVE RAFTER
3/16
NIPPLE TO j
12' LONG TS 14 GA. RAFTER 3/16
NIPPLE. SECURE POST
TO NIPPLE WITH _/ / SECURE WITH All
(4) 1/4'xl' SDF'S _ / (4) 1/4'xl' SDF'S
_ (EACH END)
2'x2'X2' 16 GA. ANGLE CLIP
4 / SECURE TO POST AND
RAFTER WITH 1/2 O
4'xl' SDF'S
N O o, 2 OTP AND N BOTTOM
6. � gspp.
16 GA. U-CHANNEL BRACE TS RAFTER
S TE %TENSION / -
RAFTER
TS POST S L MINIMUM 6' LONG, MINIMUM 14 GA., �TS POST
•/ TS NIPPLE. SECURE POST TO NIPPLE
WITH (4) I/4'xl' SDF'S tj
SIDE EXTENSION RAFTER/
11 CORNER POST DETAIL
SCALE. NTS
MOORE AND ASSOCIATES
INEERING AND CONSULTING, INC.
DENT IS THE PROPERTY OF NDDRE AND ASSOCIATES. INC. THE
IIZED REPRODUCTION, C I NG. OR OTHERWISE USE OF THIS DOCUENT IS
PROHIBITED AND ANY 1WRINGENENT THEREUPON MAY BE SUBJECT TO
LEAN-TO RAFTER TO RAFTER
12 POST CONNECTION DETAIL
SCALE: NTS
aoA40
,........ D �s
0
ems: No 5717
'
=� STATE OF .;/
®i�sS®OI1S'
tselill
xtS BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
BOW RAFTER LEAN-TO OPTION
TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION
SCALE: 1/8' = 1'-0'
2'x2'X2' 16 GA. ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4'xl' SDF'S
2 ON TOP AND 2 ON BOTTOM
2'x2'X2' 16 GA. ANGLE CLIP
SECURE TO POST AND
RAFTER WITH 1/4'xl' SDF'S
2 ON TOP AND 2 ON BOTTOM
IS
TS POST
IS BOW RAFTER
SECURE WITH
(4) 1/4'xl' SDF'S
(EACH END)
/
/\
/ `l6 GA. U-CHANNEL BRACE
MINIMUM 6' LONG. MINIMUM 14 GA.
TS NIPPLE. SECURE BOW RAFTER AND
POST TO NIPPLE WITH (4) 1/4'xl'
SDFS.
LEAN-TO RAFTER TO RAFTER
11 �NTS
N DETAIL
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
E OP THIS DOCIIENT IS
wAY K SUNJECT TO
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BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
BOX EAVE RAFTER VERTICAL ROOF OPTION
30' MAXIMUM RAFTER SPAN
r-
TYPICAL END ELEVATION
VERTICAL ROOF
SCALE: 1/8' = 1-0'
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
r
TYPICAL SIDE ELEVATION
VERTICAL ROOF
SCALE: 1/8' = 1'-O'
0e4®�l!�gAESltttp'
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No 57
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TA f E 0 F " Iliks,•
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i°ooOS
MOORE AND ASSOCIATES
GINEERING AND CONSULTING, INC.
DOCUMENT IS THE PROPERTY OF NOORE AND ASSOCIATES. INC. THE
HORIZE0 REPRODUCTION. COPYING. OR OTHERWISE USE OF THIS DOCUMENT IS
ILY PROHIBITED AND ANY INFRINGEMENT THEREUPON MAY BE SUBJECT TO
26 OR 29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO PURLINS WITH
1/4'x1' S➢F'S V1TH CONTROL
SEAL WASHER 8 AVERAGE 6' D.C.
SPACING
3
0.836-18 GAUGE
FURRING CHANNEL 24' 16 GA. U-CHANNEL
(PURLIN) BRACE FASTENED TO ,=uy
RAFTER WITH (2) 1/4'xl' i
SDF'S AT EACH END
(4 PER BRACE) !?
TYPICAL SECTION
VERTICAL ROOF OPTION
SCALE: 1/8' = 1'-O'
0.836'-IB GAUGE FURRING CHANNEL SPACED NOT MORE
[THAN 4-0' D.C. AND FASTENED TO EACH RAFTER WITH
(2) 1/4'XI' SDF'S
LENGTH VARIES DEPENDING DN
3
8
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
TYPICAL FRAMING SECTION
VERTICAL ROOF OPTION
SCALE: 1/8' = 1'-0'
0.836-18 GAI
FURRING CHA
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE NTS
6'
BY: IRS BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
NTS