HomeMy WebLinkAbout23-57385335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
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38-2023
Issue Date: 04/14/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee Imposed for the initial Inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
I 11111111FIRII IMINIFIR 1 111111 1 111 11
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR KACTOR SIGNATURE
PEJAIT OFFICE()
F 40
N TEO OW 'Tra hokel 6,171; In 9: 14
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Fee Simple Titleholder Address
.2 _VnIml
INSTALL
PROPOSED USE SFR
TYPE OF CONSTRUCTION 7-1 BLOCK
DESCRIPTION OF WORK
ILDING
VALUATION OF TOTAL CONSTRUCTION -7
AMP SERVICE PRO IE_RGY
W.R.E.C.
M
=PLUMBING
4,04
=MECHANICAL
"
VALUATION OF MECHANICAL INSTALLATION 3
=GAS
SPECIALTY OTHER
.7
ROOFING
----7L__ELnnrLZrWFAaF,&
11YFS NO
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Directions'
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
1 0• !..
i !; ! 1 ! ♦ i 10.00 D0.00 110
Nikki Alvarez -So t Pasco CountyComptroller
Permit No. Parcel to No
i eCOMMENCEMENT
state OfrCounty of_
>
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 ) y p� �p y�
i. Description of Property: PEW Identification No.. _ 1 /_ _c� 4---,) f 0 01 f� � Z 1� 0 —
P�=I�TT7 i
3. Omer Infont10- or Lessee intormotAn If the Lessee contracted for the improvement:
Interest In Property: i'city state
OwnerName of Fee Simple Titleholder:
(it different from .
+ . a" .. '
'
41}Y State
l l LR !
4a O Vact
Conom's Telephone No.:
5. Surety:
Name
Address
City State
Amount of Bond: +3
Telephone No.:
6. Lender.
Name ;,
Address
City State
Lender's Telephone No.:
7. Persons within the State of Floridadesignated by the comer upon whom notes or other documents may be served as provided by
Section 7 f 3.13(1)(a}(7), Florida Statutes:
Name
Address Ciry State
Telephone Number of Designated Person:
8. In addition to himself, the owner designates
to recetve a copy of the Lionor s Notice as proved in Section 713.13(1Kb), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9, Expiration date of Notice of Comma (one expiration date may not be before the completion of construction and final Payment to the
contractor, but will be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1 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 M perfury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO /
Signature of Owner or Lessee, or Owner's or Lesseds Auderfaed
<*s p NANCY JEAN BROOKS bq t}ffiurerlDtractorh'artner7Manager
Notary Public - State of Florida
Commission d HH 230137 / Signatorys TltlatOfsce
The
Comm. Expires Fan. �daY20 by .
ev ("a of authority, e.g., officer, trustee, attorney in fact) for
(name of parry on behalf of whom instrument was executed).
Personalty Known ❑ Qg Producedlden catch y� Notary Signature
Type of ide fon Produced "Name (Print)
wpda olcewmmencomenLpco53048
State Of Florida, County Of Pasco
This is to certify thM the foregoing is a
true and correct copy ()!: the document
on file or of public record in this office.
Witness my hand and official seal this
day ot` 2LL, Z"j_ 201;5_
Nikki Alvarez-Sowles, Esq., Clerk & Comptroller
Pasco County, Florida
By (w AI'7'Af--AhePUtY Clerk
ZMWKME��i
5847 12th St. - permit (Planning Comments)
Todd Vandeberg <tvandeberg@ci.zephyrhills.fl.us>
Fri 4/14/2023 9:00 AM
To: Jackie Boges <jboges@ci.zephyrhills.fl,us>
Jackie,
Please see the comments from Planning regarding the above -referenced property / permit:
L) Confirm if the proposed structure is intended to be an accessory dwelling living unit to be lived
2.) Confirm spec's sheet— 30' wide —appears to not match on the drawings/ app with the spec's;
3.) Confirm scl footage and height (max point of roof pitch) of the proposed structure and the primary
residence.
Todd Vandeberg
Planning Director
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
813-780-0006 Ext. 3505
Disclaimer: Fla, Stat 668.6076 "Under Florida law, e-mail addresses are public records. If you do not want your e-mail
address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact this
office by phone or in writing,"
,sum
ON IN=
11 December 2020
Revision 9
M&A Project No.
16062S/16155S/16207S/17155S/1720OS/18068S/18156S/1829OS/20019S/20324S
Digitally signed
Wayne by Wayne S
Moore
S Moore Date: 2022.09.06
10:12:19 -04'00'
P.O. Box 1287
Mt. Airy, NC 27030
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and Consulting, Inc.
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401 S. Main St., Suite 200
Mt. Airy, NC 27030
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No 57170
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This item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
,« �,.
No 57170
,
°« STATE O
« �
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ttliii
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
Copies.
MOORE AND ASSOCIATES DRAWN Pt LT
RO_ BOX 1287, J
ENGINEERINGA CONSULTING, INC.
MOUNT AIRY, NC 27030
By,
�Il- _ EN .. � I f-I1
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No
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No 57170
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This item has been electronically signed and
sealed by Wayne 5, Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies_
MOORE AND ASSOCIATES DRAVN Vi LT
INC-
P.O. Sox 1287,
ENGINEERING AND CONSULTING, INC, CHECKED svr PIN
MOUNT AIRY, NC 27030
3f)'- "- 2 .F-." ENCLOSED ->RU .TU
.JIM ND IW60S11015"
1S T'6 GT MMI WSM
1 ^ + NTS 1 / 9S s4S
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1A Dta. ND S— 9
WWI WwAlargin1
SHEET
I
PE SEAL COVER SHEET CI OF 2)
SHEET
IA
PE SEAL. COVER SHEET (2 CIF 2)
SHEET
2
DRAWING; INDEX
SHEET
3
INSTALLA? l❑N NOTES AND SPECIFICATIONS
SHE; T
4
TYPICAL SIDE AND END LLEVATIONS
SHEET
S
TYPiCAv RAFTER/COLUMN FRAME AND SIDE
F RAMINI_, SECTION CBE3X EAVE STRLJi:.TURF)
SHEET
5A
1 YPICAL RAF J_E_R/C❑LUMN FRAME AND SIDE
F RAM NG SECTION (BOX EAVE STRUC LURE)
SHEET
5B
FYPICAL_ RAFTED/C❑LUMN FRAME AND SIRE_
FRAMING SECTION (BOX EAVE STRUCI URE)
SHEET
6
COLUMN CONNECTION DETAILS (BOX EAVE
SIRUCTURE)
SHEET
6A
CDLI.lMN CONNECTION DETAILS (BOX LAVE
STRUC I URE )
SHEET
7
TYPICAL RA( 1 E:::R/c:.D1_AJMN FRAME AND SIDE
FRAMING SECTION (BOW EAVE STRUCTURE)
SHEET
7A
TYPICAL RAFTER/COLUMN FRAME AND SIDE
FRAMING, SECIION (BOW EAVE_ STRUCTURE)
SHEET
7B
TYPICAL RAFT ER/COl_.UMN FRAME AND SIDE
FRAMING SECTION (BOW EAVE STRUC 1 URE)
SHEE1
B
COLUMN CONNECTION DETAILS (BOW EAVE
STRUCTURE)
SHEET
BA
COLUMN CUNNECTIFIN DETAILS (BOW EAVE
S T RUC I URE)
SHEET
BASE RAIL ANCHORAGE OPTIONS
S11EL_T
9A
ADDITIONAL BASE RAIL ANCHORAGE OPTION
SI IEET
10
BOX EAVE RAFTER END WALL AND SIDE WALL
OPENINGS
SHEET
11
BOW EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SHEET
12
CONNECTION DETAILS
SHEET
13
CONNECTION DETAILS
SHEET
14
BOX EAVE RAFTER LEAN—TO OPTIONS
SHEET
15
BOW EAVE RAFTER LEAN-TO OPTIONS
SHEET
16
VERTIC AL ROOF/SIDING OPTION END AND SIDE ELEVATION AND SECTION
SHEE I
i 7
S?DE WALL AND END WALL HEADER OPTIONS
SHEE (
13
OPTIONAL BASE RAIL UN GRADE APPLICATION
SHEET
19
OPTIONAL BASE. RAIL ON TIMBER BEAM
SHEET
20
OP I ZONAL BASE RAIL_ ON 1 IMBER BEAM
WITH SOIL NAIL
SHEET
21
❑PTI❑NAL CONCRETE STRIP FOOTING
II
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No 57170 w
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"" >• STATE OFAl
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This item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date_
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
ASSOCIATESMOORE AND :
MOUNT AIRY, NC 27030
ENGINEERING . F 1II
,sit 1,
INSTALLATION NOTES AND SPECIFICATIONS
1. DESIGN IS FOR MAXIMUM 30 -€i' WIDE x 20-0' EAVE HEMI-H ENCLOSED STRUCTURES.
2 DESIGN WAS BONE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (T8C) 7TH EDITION, 2018 NORTH CAROLINA BUILDING CDDF,
2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC, E012 IBC, 2015 IBC AND 2018 TBC,
3 DESIGN i [LABS ARE AS FOLLOWS
A) DEAD LOAD I<5 PSF
B) LIVE LOAD = I2 PSF
C) GROUND SNOW LOAD = 30 PSF ;< 26'-C'), 35 PSF (26' 0' < W <_ 30 -0')
NOTE <UNBALANCED SNOW LEADS DUE TO DRIFTING HAVE NOT BEEN EVALUATED)
4 3-SECOND GUST ULTIMATE WIND SPEED (VuEr) _= 105 TO 145 MPH (NOMINAL WIND SPEED = 82 TO 112 MPH)-
5 MAXIMUM RAFTER/COLUMN AND END COLUMN SPACING 5.0 FEET (UNLESS NOTED OTHERWISE)
6, END WALL COLUMNS (POSTS) ARE. EQUIVALENT TO SIDE WALL POSTS IN SIZE AND SPACING (UNI._ESS NOTED OTHERWISE)
7 RISK CATEGORY I
S. WIND EXPOSURE CATEGORY D.
9 SPECIF"ICATTONS APPLICABLE 10 23 GAUGE METAL_ PANELS FASTENED DIRECTLY TO 2 112' x 2 1/2' - 14 GAUGE TUBE STEEL (TS)
FRAMING MEMBERS (UNLESS NOTED OTHERWISE).
10 AVERAGEFASTENER SPACING ITN -CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = Ei INCHES.
11 FASTENERS CONSIST OF 1/4'x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIUR FASTENERS.
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 2C FEET OR LESS, AND ROOF SLOPES 01 14' (3:12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY ROOF SLOPES LESS THAN 312 REQUIRE USE OF LAP JOINT SEALANT.
I2_ GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH COLUMN_
13, STANDARD GROUND ANCHORS (SOIL NAILS) CONSIST OF #4 RFBAR W/ WELDED NUT x 36' LUNG AND MAY BE USED IN SUITABLE SOILS
OPTIONAL ANCHORAGE MAY BE. USED IN SUITABLE SOIt_S AND MUST BE USED IN UNSUITABLE SOILS AS NOTED_
14 WIND FORCES GO VERN OVER SEISMIC €'EIRCES SEISMIC PARAMETERS ANALYZED ARE_
SCAT.. SITE CLASS - D
RISK CATEGORY I
R= 325 IE= I0
Sos= 2039 q V= CsW
SG'- 1258 g
15 WINDOW AND DOOR DESIGN PRESSURES ARE APPLICABLE TO THE STATE- OF FLORIDA ONLY
S. Alo0
No 57170
$m STATE OF
"'; 9/O N A� � 0%
This item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date_
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
BY, t T P.O. BOX €287,
MOUNT AIRY, NC 27030
BOX EAVE FRAME RAFTER STRUCTURE
ROLL 111' 11-04-F DOOR
(ASAPPLICABLE)
' LA L (AS APPLICABLE)
DrsIGN PRESSURE DES'6N PRESSURE
(177 PSF.
F -l')85 PS+(312 PSF, -3164 PSF)
(TYP
WINDOW <AS APP11CABLE)
DESIGN PRESSURE
(3267 PSF. -3293 PSF)
_6L
(TYP
LENGTH VARIES DCPENInNC, ON
30'-0* MAXIMUM RAFTER SPAN (W)
NUMBER AND SPACING OF RAFTERS-——
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
SCALE: NTS SCALE- NTS
BOW SAVE FRAME RAFTER STRUCTURE
ROLL -UP N11 DOOR
(AS AARE CABLE) CAS APPLICABLE)
DESIGN PRESSURE DESIGN PRESSURE
(177 PSF, -1985 PSF (312 PST, -3164 PSF)
W-0- MAXIMUM RAFTER SPAN (W)
TYPICAL END ELEVATION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SIDE ELEVATION
SCALL. NTS
%%%% t1tillitill 111
.......... 0
G E N
No 57170
STATE OF -IJ
C)
0 A
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
Using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
N BY, LT P.O. BOX 1287,
MOUNT AIRY, NC 27030
(ED BY, PDH 30'-O"x2O'-O" ENCLOSED
1-11-1-51a "i
JM NO
29 GA GALVANIZED METAL 'R00'
AND WALL PANELS FASTENED TO
RAFTERS AND POSTS
�,--TS ROOF RAFTER
12
18 GA. U-CHANNEL
BRACE
TS LACED COLUMN
CTYP )
Y.
TS BASE
<TYP,
W � 26'-Q' MAXIMUM RAFTER
SPAN
TYPICAL
RAFTER/COLUMN
FRAME
SECTION
SCALE1 NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
29 GA GALVANIZED METAL REEF
AND WALE PANELS FASTENED TO
TS ROOF vzr fit`€::
RAFTERS AND POSTS
TS COLLAR 1°f~- \
y` I*
12
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Ba,E �a
26'-0- t W S 30' 0- MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE NTS
S.
E Al
o 57170
a. STATE OF .'
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Panted copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
)..
i0xM+rKzu
29 GA GALVANIZED METAL
AN 0 PANE.L.S FASTENED TO
29 GA GALVANIZED METAL REIOF—
WALL
RAF fE RS AND POSTS
AND WALL PANELS FASTENED TO
TS ROOF RAFTER— RAFTERS AND POSTS
�'—Is ROOF RAFTER
TS COLLAR TIE—
A
, J�L--
6A
3
18 GA
BRA Cc
U-CHEANNCL
T
TS DOUBLE COLUMN
iS DOUBLE COLUMN
(TYP)
i ili
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TS BASF R#1,1---
,TYP!i
S BASE: RA;—
(TYP)
W <, 26'-0' MAXIMUM RAFTER SPAN
SEE NOTES
(SHEET 3)
FOR MAXIMUM
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
=; NTS
26-0' < W i 3W 0- MAXIMUM. RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NITS
0
No 57170
STATE OF 4
4 OR\ 0
0 N A
This item has been electronically signed and
sealed by Wayne S, Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
P.O. BOX 1287,
MOUNT AIRY, NC 27030
29 GA GALVANIZED METAL ROOF — 29 GA GALVANIZED METAL ROOF;
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO
RAFTERS AND POSTS TS ROtlt- far `. RAFTERS AND POSTS
.
7$ COLLAR TIE
H, y ,� ROOF' RAFTER
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ti
y
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u_cHANNEL
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TS COLUMN--TS CI It UMN a
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TS BASEj - h *fit IS BASE mA;u y
fTYP) ai';:. f F. ,.A ITYP)
i FT W C 26` D' MAXIMUM RAFTER SPAN r
-„-, } 26'-0- < W S. 30'-0' MAXIMUM RAFTER SPAN
TYPICAL. RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS SCALF: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
O R AND ASSOCIATES
ENGINEERING
1 Y = YAyfJ 'nT''.Ytk iY k�F ` 3 i' ti 9" M . Y
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No 57170
Wx
STATE OF :� b
-.11111111111101
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
1 ,
P.O. BOX 1287,
MOUNT AIRY, NC 27030
t tf ENCLOSED STRUCTURE
JM NO 8
SH aa: No SK-3 61 9
3/16
76
BOX EAVE RAFTER/CORNER POST
CONNECTION a
'... 0< TO �- 20'-0-
%CALENTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
auklzl�
IS GA U-CHANNEL BRACE FASTENED
In THE COLUMN AND R00i RAFTER,
WITH (4) 3/4' SDI 'S AT EACH
END (12 PER PACE)
CE BRA
SECTION
SCALE: NTS
Str - A40 �e..
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No 57170
:xz
)3% STATE OF 4
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1111111%
This Item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date,
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
P.O. BOX 1287,
MOUNT AIRY, NC 27030
30'-O"x2O'-O" FNCLOSED STRUCTUR
j"aa 061
1 Lg-110 /2W - SCALD NTS 182M19
6 Dva No SK-3 6EV, 9
TS ROOF 4?IrT
CONNECTOR
3
SLEEVE TO
RAFTER
L"
1/4'-i/4 SDF'S
(EACH END)
18 6A U-CHANNEL BRACE
FASTENED TO THE COLUMN
AND RAFTER
-"MtN(MUM 6' LONG,
MINIMUM 14 GA,
CONNECTOR SLEEVE
SECURE WITH ( 1/4'n3/4' 'SDFS) <I YP)
DOUBLE COLUMN
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS 10'-0' < TO !L-0'
1 A p,-,E NTS
--- ----------- T
18 N L CA U-CHANNEL N L BRACE FASTENED
TO THE COLUMN AN 0 ROOF RAFTER,
WITH (4) 1/4*x3/4* SDF*S AT EACH
t/al
END 03 PER BRACE)
BRACE SECTION
SCALE; NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
CONNECTOR
SLEEVE TO
RAFTER
TS ROOF
SECURE WITH (4)
1/4*x3/4' SDF'S
(EACH END)
18 GA IT CHANNEL BRACE
FASTENED TO THE COLUMN
AND RAFTER
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS j 10'-0'
•
SCALFNTS
S.
No 57170
:4r--
Rya
S 44/ TATE OF
0 R
ti - ON A
ittitt
This item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date.
Printedcopies of this document are not
cons:Aered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUN'r AIRY, NC 27030
4
29 GA GALVANIZED METAL ROOF—j
2�9 GA GAI.VANIZE.D METAL
AND WALL PANELS FASTENED TO
AND WALL PANELS cASTFNE
RAFTERS AND POSTS
RAFTERS AND POSTS
IS BOW -AF'F>R
BOW RAFTER
TS COLLAR TIE— \
IS CA U-CHANNEL
BRACE
IS LACED COLUMN TS LACED COLUMN
yp (TYR
TS BASC �0,41 1i
(TYP
W y 26-0- MAXIMUM RAFTER SPAN
............ — . . . . .................
TYPICAL RAFER/COLUMN FRAME SECTION
SCALE NTS
SEE: NOTES
(SHEET 'I)
FOR MAXIMUM
CPA( jNr�
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING CIF RATTERS
Wda(fffl=0
0-
SCALE7N—Ts—
IS BASE RA
(TYR
26-0- < W j 30-0- MAXIMUM RAFTER SPAN
S. A40
NS
No 57170
cc z
STATE OF
C)
OR \0
-',1jj11111111110NM- ON
This item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
PD. BOX 1287,
MOUNT AIRY, NC 27030
29 GA. GALVANEZED METAL. ROOT`— 29 GA GALVANIZED METAL ROOF-s
AND WALL PANELS FASTENED TO AND WALL PANELS FASTENED TO i
RAFTERS AND POSTS RAFTERS AND POSTS
TS BOW PA" [ -
A
I) ( TS BOW RAFTER 'r TS COLLAR
>n" fiA T `f12
z r TEZ GA U-CHANNEL �' ......i�
BRACF ( j ice— .. �=
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°=-,--TS DOUBLE COLUMN TS DOUBLE COLUMN
(TYP) FE 61 (TYP) t$$ E
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s BASE: Ts BASE FA,.
TYP
1�111
F, )
n � 'p�. �J.. T r x"• tTYPJ
W < 6 D MAXIMUM RAFTER SPAN ( 25 Q < W < 306 MAXIMUM RAF IFR SPAN 7
TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE; NTS SCALE. ;N?5
SEE NOTES
<SHEET 37
FOR MAXIMUM
LLNGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS r
TYPICAL RAFTER/COLUMN SIRE FRAMING SECTION
SCALE- NTs
MOORE AND ASSOCIATES
ENGINEERING,
S.
�>k a 111 i tOt�t
No 57170 ~`
�c
41
°.® STATE OF J-
0
o� ,1110 N A� �' 0
At
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
r5A3::1.:, 4. VVil..11itYVJ rilYV Jth<J �,. t iJi\A.:J, tIVL.
BY, RO, BOX 1287,
MOUNT AIRY, NC 27030
CHECKEM ® ENCLOSED STRUMIRE
JOB M J182
PR13JECT NMI T 12-11 a NTS 19 _ / 9S1
rg TFWi tear ISW. 7A �Dw& No SK-3 a
29 GA GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO
RAFTERS AND POSTS
BOW RAFTER
12
6A U-CHANNEL
TS COLUMN (TYP)
TS BASF P.i
6 CTYP) ey..
�4/ E 2b'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAPPE SECTION
SCALE; NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
CPArlmi
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING DE RAFTERS 4..
TYPICAL RAFT RMILUMN SIDE FRAMING SECTION
SCALE NTS
ENGINEERINGMOORE AND ASSOCIATES
AND CONSULTING, INC,
29 GA. GALVANIZED METAL ROOF—,
AND WALL PANELS FASTENED TO
TS BOW RAFTER-_-- i
RAFTERS AND PDSTS
TS COLLAR
eA
a
S 12 j
_
e
I
J
z
S
i
p
S �
f�
TS COLUMN LTYP.3
TS BASE -FAS
3 � \
tTYP)
MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE; NTS
-
A4 p °
E IV
o 57170
°sffi STATE OF 44r
This item has been electronically signed and
sealed by Wayne S. Moore; PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
RO•OX 1287,
MOUNT
Y, NC 27030
IHHF�4)
SD S
MNIMUM 8
MINIMUM 14
CONNECTD;
SECURE W1
L/4'.3/4'
------------------
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS 0' < TO j 20'-0'
SCALE1 NTS
LOOM1121 a a HINW-00
— — - — --------- --
18 GA U-CHANNEL BRACE FASTENED
TU THE COLUMN AND ROOF RAFTER,
WITH (4) 1 V4' SDF'S AT EACH
END (12 PU4'xRRACE)
S
0
0
4* E N
No 57170
ir
STATE 0 F J-
4tj
"'IIONA\-e 10
111111111
This item has been electronically signed and
sealed by Wayne S. Moore, PE,
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O, BOX 1287,
MOUNT AIRY. NC 27030
W- �7 L _kF;jj_ij
MINIMUM
8' 1, ONE, —
M NiMUCA
CONNECTOR
SLEEVE SECURE WITH (8)
1/4'x3/4' SDF'S
TS BOW
SECURE: WITH (4)
1/4'.3/4' SDF'S
( EACH END)
Te
3
TS DOUBLE COLUMN
18 CA U -CHA NNCL BRACE
rASTENCE) TO THE COLUMN
AND RAFTER
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS 10'-0' < TO �, 16'-0'
--------
1A CALE NITS
. ...................
le GA U-CHANNC.L BRACE FASTENED
TO THE COLUMN AND ROUT RAFTER,
WITH (4) 1/4, x3J4 . SDF'S AT EACH
r7 112,
END (8 PER BRACE)
BRACE SECTION
SCALE NIS
F_A' h'Ll A a.
•
TS BOW
SECURE WITH (4)
1/4'x3/4' SDF'S (EACH END)
3
MINIMUM 8' LONG
MINIMUM 14 GA
"" 3' LEVE
CONNECTOR S L C I- VE
E , WITH 1.1
SECURE
1/4'.3/4' SDF'S
113 CA U-CHANNCL BRACE
FASTENED TO THE COLUMN
AND RAFTER
COLUMN
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS j 10'-0'
1B Nis
011tIll 111Jjjjj1f"�
S � A40
0
No 57170
-XZ
0. STATE OF
Al
OR
ONA\-
11111111114
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date,
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
I1�7-=7'rA11r",VS1,CC1
OR FIBERGLASS
RS
3 MINIMUM 3
EMBEDMENT
(TYP)
MONOLITHIC CONCRETE FOOTING -1'
(3000 PSI MIN) REINFURCFT)
WITH (2)-44's CONTINUOUS
BASF, RAIL ANCHORAGE OPTIONS
INSTALL 1/2'xG 3/4'
EXPANSION ANCHOR
THROUGH BASE RAIL
WITHIN 6' OF EACH WWF OR FIBERGLASS
COLUMN (ALSO FIBERS
APPLICABLE Tn END
WALLS)
Q
4
U,
j
4
M
41
Ak
CONCRETE MONOLITHIC SLAB
2 BASE RAIL ANCHORAGE
','CALE: NTS
MINIMUM ANCHOR EDGE DISTANCE IS 4'
x COORDINATE WITH LOCAL CODES/DRD
VARIES
GENERAL NOTES 2' WASHERS
N 0 T CONCRETE MONOLITHIC SLAB DESIGN BASED ON MINIMUM TOP OF ASPHALT—
SOII BEARING CAPACITY OF 1,500 PPAVEMENT UR
CONCRETE,SI GROUND SURFACE
CONCRETE SHALL. HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS
COVER OVER REINFORCING STEEL,
FOR fUUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI 318
3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
13
PERMANENTLY IN CONTACT WITH THE EARTH DR EXPOSED ' THE
EARTH DR WEATHER, AND 1 112' ELSEWHERE
REINFORCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASIM A(,15 GRADE
60 SLAB
THE SAB REINFORCEMENT SHALL BE WELDED WIRE, FABRIC
MEETING ASIM A185 DR FIBERGLASS FIBER REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDEDi
I REINFORCEMENT IS BENT COLD
2 THE DIAMETER" EIF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS IHAN SIX BAR DIAMETERS
3 REINFORCEMENT PARIIAI-AY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
I FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALJCHF, PRELOADED SILTS AND CLAYS, USE
MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT
2 FOR CORAL USE MINIMUM <2) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6* HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILfS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
4 FOR LOOSE TO MEDIUM DENSE SANDS, FIRM 10 STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM
50* EMBEDMENT
`-5 . FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL. USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60' EMBEDMENT
TS CONTINUOUS
PASE RAIL
HELIX EYE AN(.',HOR
(SEE NOTES BELOW?
I -
INSTAL 1/2.'x6 3/4'
EXPANSION ANCHOR
THROUGH BASE RAIL
WITHIN 6* OF EACH
COLUMN, (ALSO
APPLICABLE TO END
WALLS)
—J�
4
4
1 MINIMUM 3 1/4� 1 7 EMBEDMENT
(TYP)
...........
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED
WITH ',2)-94'c, ONTINLJOUS I
CONCRETE SLAB BASE
f 2A RAIL ANCHORAGE
SCALE: NITS
MINIMUM ANCHOR EDGE DISTANCE IS 4'
o COORDINATE WITH LOCAL CDDES/URD
—DRI[I 5/8' DIAMETER HOLE
THROUGH THE RASE RAIL AND
SF C URE TO ANCHOR EYE WITH
I/P. DIAMETER THROUGH BOLT
VARIES
GROUND BASE
21
HELIX ANCHORAGE 3 SCALE: N S
(CON BE USED I UP ASPHAI, T)
S.
0,
A/
No 57170
:Jz
STATE OF I 44J
OR
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
RO. BOX 1287,
MOUNT A] RY, NC 27030
.MIS
Rw ffi
M�
--EDGF OF
CONCRETE
112'0 EXPANSION
At CHDB
TS BASE RAIL
FS BASE RAIL ' 1 -4
EXTENSION
. ...... EDGE OF
CONCRETE
COLUMN SECTION
(LEG> SCALE; NTS
TYPICAL ANCHOR DETAIL WHEN BASE
RAIL IS NEAR EDGE OF CONCRETE
SCALE: NTS
5/8' DIAMETER
HOLE THROUGH THE BASE
IV-1 RAIL AND SECURE TO
ANCHOR EYE WITH 112-
DIAMETER THROUGH BOLT
1/2* WASHERS -
TOP OF ASPHALT
PAVEMENT
T S CONTINUDUS
BASE RAIL.
c ASPHALT BASE ANCHORAGE
J SCALL: NTS
, 8% Isi
%� �e S- A40 't
0 41�1
EN
No 57170
0 STATE OF 4Z/ S
4 0 R
This Item has been electronically signed and
seated by Wayne S. Moore, PE,
using a Digital Signature and date.
Printed copies of this document are not
cons.dered signed and sealed and the
signature must be verified on any electronic
copies.
vllluffffwal� �11
I'll, qw�12
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
(SHEET 3) CSHCET 3)
FOR MAXIMUM F OR MAXIMUM
IS BOX EAVE RAFTER/
COLUMN ASSEMBLY
OPENING FOR ROLL UP 1�
POOR WITH HEADER
OPENING FOR - -,'
PERSONNEL DOOR
WITH HEADER
MOORE AND ASSOCIATES
COVSIJITlk�G, ICC.
TYPICAL BOX EAVE RAFTER EAD
WALL OPENINGS FRAMING SECTION
SCALE: NTS
OPENING FOR WINDOW
WITH HEADER AND WINDOW
RAIL (ALSO APPLICABLE
TO END WALLS)
......... 0
No 5-17170
gyp°STATE OF - '441
N
1,11,1111111111111AON
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
Copley.
MOUNT AIRY, NC i7030
30'-O"x2)'-O" ENCLOSED STR
JIM 11,40 law
q2--w&p ws ----'1qeqQS/ftqq"
.to Dwa isD SK-3- 9-
BOW EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
S HEET 3) (SuEET 3)
FOR MAXIMUM FOR MAXIMUM
MUM
INNIMM" Keg a
TS HOW EAVE RAFTER/
COLUMN ASSEMBLY
OPENING FOR ROLL -UP
RqP!_WP'H HEADER
SEE i'l
OPENING FOR
PERSONNEL DOOR
WITH HEARER
K191111 =1M 1 1110 019MM-Gui
OPENING FOR WINDOW
WITH HEADER AND WINDOW
RAIL (ALSO APPLICABLE
PPLICABLE
TO END WALLS)
S)
"%J1111111,1
A4(:)
N 0 57170
--Q t cc z
13 *•. STATE OF 441
0. 441
iiii
0
0 N A CE�00'
This item has been electronically signed and
seated by Wayne S. Moore, PE,
using a Digital Signature and date.
Printed copies of this document are not
considered signed and seated and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
'DH 30'-O"x2O'-O"EN CLOSED STRUCTUR
JOB No low
XS—N ME, H=Rtl SCALE# NTS 1929os/mv
SK. 11 =�Dwa m SK-3 �;1_9
T` LACED COLUMN
TS U
COLDOBLL
S COLUMNUMN
4
MINIMUM 6' LONG,
-1-MINIK"M 6� LONG,
�9
MINIMUM 14 CA,
-MINIMUM 6* LONG,
MINIMUM 14 CA
CONNECTOR 3/16
SLEEVE TO .. .. .... ...
IT
BASE RAIL
I MINIMUM 14 GA
CONNECTOR SLEEVE
__4 1 �4�
SECURE �ITH" S
1/4'.)/ SIT
CONNECTOR
SLEEVE TO
S
BASE RAIL 1/16
TYP
CONNECTOR L
TS (E4F)VE
H
SECURE WITH
1/ 4'. 3/ 4 SDF'S
,
CONNECT O CONNECTOR SLEEVE
SLEEVE TRO SECURE WITH (4)
BASE RAIL 1/4'.3/4' SDF'S
Typ)
i
(TYP)
TS CONTINUOUS-
IS CITNIINUOUS_
TS CONTINUOUS--
BASE RAIL
BASE RAIL
BASE RAIL
POST/BASE
RAIL
.. ........
POST/BASE RAIL
POST/BASE RAIL
3A�-C-ONNECTION
DETAIL
CONNECTION DETAIL
3B
3
SCALE: NTS
SCALE: NTS
TS ROOF RAFTER
TS LACED
(CORNER)
CONNECTOR \3/t6
SLEEVE TO
BASE RAIL 3/16
16 CA ANGLE
CLIP
SECURE TO COLUMN
AND RAFTER WITH
1/4'.3/4� SDF'S
F'S 2 ON
TOP AND 2 ON SIDE
IS END COLUMN
I -MINIMUM 6' LONG, TS DOUBLE COLUMN
i "I MINIMUM 14 GA, (CORNER)
CONECTOR SLEEVE
SECURE WITH <4) -MINIMUM 6' LONG, MINIMUM
SDF'S 14 GA, CONECTOR SLEEVE
CONNECTOR SECURE WITH <4) 1/4'x3/4'
SDF'S
SLEEVE TO
16 GA CLIP ANGLE BASE RAIL "'J/16' I i/L'.i 312 x2' t6 CA
SECURE TO RAFTER
' [ C
COLUMN A40 BASE CLIP ANGLE SECURE TO
AFT,
RAIL WITH (4> _R I, UM�l AND
t/4*.3/4' SDF'S B/4'.3/4* SDFASE PAIL WITH (4)
1'S
END COLUMN/RAFTER CONTINUOUS BASE RAIL
I/ CONNECTION DETAIL END COLUMN/BASE RAIL
4 SCALE; NTS CONNECTION DETAIL
5
j SCALE: NTS
IS COLUMN (CORNER, MljN1�1111 6' LONG
A,
IIINFCIUR SLFEV:
SECURE 'IT. k45
.�-1/4'.3/4' SDF'S
CONNECTOR 21 t 112'xl 112*,2' 16 CA
S EEVF TO CLIP ANGLE SECURE TO
BASE RAIL 3/16 ""
,
I RAFTER COLUMN AND
f BASE RAIL WITH (4)
1/ 4 3 4 SDF'S
ITS CONTINUOUS BASE RAIL
END COLUMN/BASE RAIL
CONNECTION DETAIL
5B _-k_'E NrS
TS COLUMN
OR END COLUMN
2*.2,.2, 16 CA ANGLE. CLIP
SECURE TO COLUMN AND
EITHER TOP OF HEADER. OR
BOTTOM OF WINDOW RAIL
WITH i/4'.3/41 SI)FIS
TS HEADER OR
WINDOW RAIL
COLUMN OR WINDOW RAIL/
WALL GIRT TO POST
`CO6 CONNECTION DETAIL
77,.E NTS,
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING , INC.
1-4
.-?S CONTINUOUS BASE PAIL
END COLUMN/BASE RAIL
5A CONNECTION DETAIL
SCALE NTS
% *III I It #111'r
0
% N
No 57170
STATE OF
4 OR\V..-* N
This item has been electronically signed and
sealed by Wayne S. Moore, PE,
Using a Digital Signature and date,
Printed copies of this document are not
considered signed and sealed and the
Signature must be verified on any electronic
copies,
P,O. BOX 1287,
MOUNT AIRY, NC 27030
30'-0"x2)'-0" ENCI,OSED STRUCTUR
JaB ND 18W
L_g=U-w S LE, NTS W290S/2aft95
1 12 iowa No SK-3 61 9
CONNECTION DETAILS
CONNEC TOT
SLLE.VE T
HEADER
TS TRUSSED RAFTER
OR NUN -STRUCTURAL HEADER
CONNECTOF
SLEEVE TI
HEADER
IS END COLUMN=^
❑R DOOR WINDOW
FRAME POST
TS HEA BLR, BASE
RAIL OR WINDOW
RAIL
1".2' k6 GA ANGLE CLIP
SECURE. TO COt. UMN EACH
VDE) AND RAFTER
CHORD/RAIL WITH 1/4'x3/4'
SITE 'S a ON BOTTOM AND 2ON SIDE
NOTE = AT ROLL -UP DOOR
OPENINGS, COLUMN SHOULD
BE FLUSH WITH RAIL END
CLIP COLUMN TO RAtt_ ONLY
ON Si DE OPPOSITE THE
OPENING
COLUMN TO HEADER, BASE RAIL, OR
WINDOW RAIL
OUBLE HEADER
MINIMUM 6' LONG,
MINIMUM 14 GA., TS
SLEEVE SECURE EACH
WITH (4)
EDF'S
TS COLUMN
DOUBLE HEADER/COLUMN
CONNECTION DETAIL
SCALE NTS
IS ROOF RAFTER
i COLUMN,,,.:
%`M`sl 6' LONG,
-�
NIMUM 14 GA, TS
..':
FEVE SECURE WITH
"`""" "'F•—""""'"``{
) t/4'x714` SDF'S
q-'
L., III GA. U-CHANNEL.
'...ATTACH COLLAR TIE COLLAR TIE
TO ROOF RAFTER WITH
(4) 1/4,3/4'
SDF'S LEACH END)
DOUBLE HEADER
COLUMN/DOUBLE
9 �CONNECTION DETAIL
,•—TS COLLAR TIE
M TS ROOF RAF 7'ER
..... .,.,. P ... `
- COLLAR TIE
CONNECTION DETAIL
ALE' NTS
IS TRUSSED RA`i TER CHOR
OR NON-STRUCTURAL BEAD
IS END COLUMN -
OR DOOR WINDOW
FRAME PEST
TS ROOF RAFTER
3/k6 �
TS CHORD
3/16
COLLAR TIE RAFTER TO CHORD
'N CONNECTION DETAIL .,, �., NNE TION DETAIL
10
SCALE: NTS SCAI_w N^
IS COLUMN
MINIMUM 6' tV
M1 N[MUM 14 GA,
CONECTGR St..FFVF
SECURE VITH C4)
It4'x3/4-
SDF'S
CON tNunuS BASE RAIL
COLIFAAW11tASE
CONNECTION DETAIL
13 NTS
'MINIMUM 6' LONG,
,) VMINIMUM 14 GA,.
CONNECTOR SLEEVE
SECURE. EACH WITH
TS HEADER, BASE —ti L4) I/4'x3/4"
RAIL. OR WINDOW SELF-DRIL.ING
RAIL i FASTENERS
II1eLUMN TO l • r
OR
BASE
RAIL
4.+%
IIII
CONNECTION
14
®e�>,. S t 0 ttt
IV
No 57170
+m �
cc z
STATE OF 4U -Z
R
p `4d
##f
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
Signature muse be verified on any electronic
copies.
BOX EAVEy FTER
LEAN-TO
ROOF
EXTENSION OPTION
uA,°
tm#ihz-T � tt:
FYPICAL BOX .Af OPT -IONS FRAMINGfN (BOTH OPTIONS SHOWN)
SCALE NTS
MAXIMUM WIDTH OF SINGLE IS ROOF EXTENSION LEAN-TO IS 12'-0'
MAXIMUM WIDTH OF DOUBL.F TS ROOF EXTENSION LEAN--IO IS 16'-0',
MAXIMUM SINGLE COLUMN HEIGHT FOR MAIN BUILDING WITH ROOF EXTENSION LEAN-TO ATTACHED IS 8'-0`
FOR COLUMN CONFIGURATIONS REFERENCE RAFTER COLUMN CONNECTION DETAILS,
IS ROOF RAF ER
12' LONG CONNECTOR SLEEVE— MAIN BUILDING
14 GA SECURE RAFTER TO
C[7NNEC IOR SLEEVE WITH �} �•.:�-
i
3-12
CONNEs,a
4c 3/lE SLEEVE
FOR
a
SLEEVE
3116� TO RAFTER
MINIMUM 6' LONG. MINIMUM
14 rA.,CONNECTOR SLEEVE
l SECURE COLUMN TO
TS DOUBLE CONNECTOR SLEEVE WITH
EX7E.NSION (4) 1/4'x3/4' SDF'S
RAFTER
2°x2'x2' 14 GA. ANGLE CLIP. ----IS COLUMN
SECURE TO COLUMN AND
RAFTER CHORD/RAIL W[IH
1/4'; 3/4' SDF'S 2 ON
BOTTOM AND 2 ON SIDE
SIDE EXTENSION RAFTER/
COLUMN DETAIL FOR RAFTER
FANS 12'--0' < TO 16'--0o J
"x2'x2' 16 GA ANGLE
CLIP SECIiRE T❑ COLUMN
WITH (4) 1/4°x3/4" SDF'S
'_"S
DOUBLE
,µ It ANv TO RAFTER
COLUMN r
LEAN—TO RAFTER
y yr
TO RAFTER POST
CONNECTION
WIDTHSFOR
12'-0'TO
TS ROOF RAFT
MAIN BUILDING
i2' LONG CONNECTOR SLEEVE
t4 GA. SECURE RAFTER TO
CONNECTOR SLEEVE WITH
(6) 1/4'x3/4' SDF'S
?"x2'x2' 16 GA. ANGLE
CLIP SECURE W COLUMN
WVH (4) 1/4'x3/4' SDF'S
TS LEAN-TO
RAFTER
S COLUMN
I TS EXTENSION
RAFTER
NIPPLE 3/16..
TO RAFTER
<TTP) 113/16
RAFTER
TO RAFTER POST
CONNECTION DETAIL
i
SCALE: NTS
FOR ! r '
O R AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
aa1� 5
9/[6' LUnntE �urc
SLEEVE
."' TG RAFTER
-MINIMUM 6LONG, MINIMUM
14 GA,CONNECTGR SLEEVE
[ SECURE COLUMN TO
CONNECTOR SLEEVE WITH
yy (4) 1/4'x3/4'SDF'S
`,—,TS COLUMN
D EXTENSION RAFTER/
COLUMNDETAIL FOR
RAFTER
Ar4, SPANS
y r,
S.
No 57170 i
� m>
STATE OF
9 + w
m
#It{i{6
This item has been electronically signed and
seaters by Wayne S. Moore, PE,
using a Digital Signature and date,
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
BOX 1287,
AIRY,MOUNT 1
ST` U
iK i •. I.
BOW
E RAFTER OPTIONS
SCALE NTS
MAXIMUM WIDTH OF SINGLE IS ROOF EXTENSION LEAN-TO IS 12-0'
MAXIMUM WIDTH [IF DOUBLE IS ROOF EXTENSION LEAN-TO IS 16-0',
MAXIMUM SINGLE. COLUMN HEIGHT FOR MAIN BUILDING WITH ROOF EXTENSION LEAN-T❑ ATTACHED IS 8'-0'
FOR COLUMN CONFIGURATIONS REFERENCE RAFTER COLUMN CONNECTION DETAILS.
r- 2'x2'x2° IS GA ANGLE CLIP (. 2'x2'x2' 16 GA ANGLE CLIP
� SECURE TO COLUMN WITH (4) SECURE TO COLUMN ElITH (4)
1/4'x3/4' SFF'S �. 1/4'x3/4' SDF'S
-TS DOUBLE Troy,
LEAN -If.] RAFTER
i-:IS LEAN -'ICI R
RAFTER
3 TS COLUMN ` -4S COLUMN
l
i;
LEAN—TO RAFTER TO LEAN—TO RAFTER
RAFTER POST CONNECTION TO RAFTER POST
DETAIL FOR WIDTHS CONNECTION DETAIL.
... 12°-0- <TO j _16'-0' (1 N FOR WIIITHS 12'-0`
6 j SCALE- NITS . J'CALKI . :.
S.
GEJ
o 57170
STATE OF .•I«:
This item has been electronically signed and
sealed by Wayne S, Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
AND ASSOCIATESPO. BOX 1287,
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using a Digital Signature and date.
Printed copies of this document are not
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signature must be verified on any electronic
copies.
P.Q. BOX 1287,
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using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
P.O. BOX 1287,
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using a Digital Signature and date,
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
P.O. BOX 1287,
MOUNT AIRY, NC 27030
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STATE OF 4U Z4
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This item has been electronically signed and
seated by Wayne S, Moore, PE.
Using a Digital Signature and date,
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies,
P.O. BOX 1287,
MOUNT AIRY, NC 27030
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This dern has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified an any electronic
copies,
P.O. BOX 1287,
MOUNT AIRY, NC 27030
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3CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
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FL #
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Address/Phone/Email
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Address/Phone/Email
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Address/Phone/Email
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Sections from the Code
FL22561-R3
Revision
2020
Approved
Steel Building and Structures, Inc.
820 Reeves Drive
Mount Airy, NC 27030
(336) 367-6600
sbspermitting@sbsihq.com
Frances Garcia
sbspermitting@sbsihq.com
Structural Components
Roof Deck
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Wayne Moore
PE-57170
Keystone Certifications, Inc.
05/31/2027
Simon Segal, P.E.
Validation Checklist - Hardcopy Received
FL22561 R3 COI FPC 22561 AG Metal Roof Panel - P-n r_Eval Report Feb
ZQ2_Lp.df
Standard
ASTM E1592
Product Approval Method Method 1 Option D
Date Submitted
03/04/2021
Date Validated
04/15/2021
Date Pending FBC Approval
03/04/2021
Date Approved
04/15/2021
su_m!r of Products.___
FL # Model, Number or Name
Description
22561.1 AG Metal Roof
i Low and High wind roof panels
Limits of Use
Installation Instructions
Approved for use in HVHZ- No
FL22561 R3 II FPC 22561 AG Metal Roof Panel 4:_agrEval
Approved for use outside HVHZ: Yes
Report Apr 2021. pif
Impact Resistant., No
Verified By: Wayne Moore, P.E. FL-57170
Design pressure- N/A
Created by Independent Third Party: Yes
Other: See installation drawings for Design Pressure
Evaluation Reports
1 FL22561 R3 AE F 2256 AG eta 0"' P nel - Eval
PC 1 M
�Enr
�Apr 2021.p if
Reportp,
�s
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund _Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section
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one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
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MORE AND ASSOCIATES
ENGINEERING AND CONSULTING
15 April 2021
Engineering Evaluation Report
M&A Project No. 20300S
401 S. Main Street
Suite 200
Mt. Airy, NC 27030
Rhone: (336) 415-3540
Fax: (336) 719-2020
Prepared By: Wayne S. Moore, P.E.
FL PE No. 57170
M&A COA No. 8966
Manufacturer: Steel Buildings and Structures, Inc.
820 Reeves Drive
Mount Airy, NC 27030
Product: AG Metal Roof Panel
North Augusta, SC 29B41
Phone: (803) 279-7799
Fax: (B03) 279-3B4B
www,MandA-inc.com
Product Description: Low and high wind rated wall panels,
FL Product Code Approval No.: FL22561
Code Compliance Statement,
Moore and Associates Engineering and Consulting, Inc. (M&A) has reviewed the plans, calculations and
testing information that applies to Florida Product Approval #FL22561 under the 2020 Florida Building
Code, 7 Ih Edition and finds them in compliance.
Certificate of Independence:
Wayne S. Moore, P.E. and M&A does not have, nor does it intend to acquire or will it acquire, a financial
interest the company manufacturing or distributing the product or products being tested. Wayne S.
Moore, P.E. is not employed by nor is M&A owned, operated or controlled by the company
manufacturing or distributing the product or products being tested. Wayne S. Moore, P.E. and other
M&A staff who are licensed Professional Engineers registered in the State of Florida who perform
technical evaluations do not have, nor will they acquire, a financial interest in the company manufacturing
or distributing the product or products for which test reports are being issued. Wayne S. Moore, P.E. and
other M&A staff who are licensed Professional Engineers registered in the State of Florida who perform
technical evaluations do not have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product or products.
National Society of
=M
IIRNM���
Calculations: Structural calculations dated 11 January 2021 performed by John Smith, E.I.T.
and checked by Wayne S. Moore, P.E.
Drawings: Drawings SK-1 through SK-6 signed/scaled by Wayne S. Moore, P.E.
Testing: ATLNC #0321 .01-1 7 test report dated 04/05/2017 and signed/scaled by David
Johnson, P.E.
Limitations and Conditions of Use:
1. Structural calculations were performed in accordance with the 2020 FBC, 7" Edition and
compared to test results performed under previous FBC given that testing of panel was performed
to maximum deflection and ultimate failure and that manufacturer utilizes same panel, supports
and attachment fasteners.
2. Maximum allowable design pressure shall be as indicated on plans for each configuration.
3. This product is for use outside of the High Velocity Hurricane Zone (HVHZ).
4. This product shall be minimum 29 gauge thick galvalurne coated steel with minimum yield stress
of 80 ksi.
5. Panel material shall comply with 2020 FBC, 7" Edition Sections 1405.2, 1405.11 and 1405. 17.
6. All supporting structural members shall be capable of supporting superimposed loads applied to
this product.
7. Fasteners must consist of minimum 12-14 x -/4" self -drilling fasteners (SDFs) with control seal
washers,
8. Analysis/design was performed assuming a maximum mean roof height of 20'-0" and a roof
slope of 3:12 (14 degrees) or less.
9. Product shall be installed into substrates shown on installation drawings and shall not exceed
spacing limitations.
10. Site conditions that deviate from calculation, drawing and/or testing limitation noted shall require
further analysis by a licensed Professional Engineer registered in the State of Florida.
Quality Assurance:
W" III
,mg notwo frammmimmup nallumo•aim% a oil
% 2.2mum
Signature/Seal:
ENGINEERING AN® CONSULTING
1009 East Ave 41 S. Main Street
:0..
Fax :0• x4:
A
1UTTF7JAWf • I�
W,
Client:
SBSI
Client Project/ PO Number:
mma�_
Project Name:
SBSI - Keystone FPC (Fi.22561.1)
Project Location:
Subject:
Design
Date:
1/12/2021
Project Number:
203005
Engineer
Chej;ked By
Approved By
Name:
John Smith
"'"
Date:
1/12/2021
Project: The purpose of the above calculations is to find design wind pressures for a 15,x10,
section of AG Metal Roof for Risk Category I and Exposure B for 105-140mph (Low)
and 141-170mph (High) winds.
References: 2018 International Building Code (IBC)
2020 Florida Building Code (FBC)
ASCE 7-16
Mathcad 6.0