HomeMy WebLinkAbout22-4776it of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 BAC-004776-2022
Phone: (813) 780-0020 Issue Date:
Fax: (813) 780-0021
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6585 Simons Road
WIN' 43
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Name: CITY OF ZEPHYRHILLS Permit Type: Add/Alter (Commercial)
Contractor: LEONARD CONTRACTORS
Class of Work: Add/Alter Commercial
INC
Address: Building Valuation: $6,500.00
Electrical Valuation: $1.00
Phone: (813) 780-0020 Mechanical Valuation: $1,00
Plumbing Valuation: $1 �00
Total Valuation: $6,503.00
Total Fees: $108.75
Amount Paid: $108.75
Date Paid: 9/22/2022 2:23:59PM
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CONSTRUCT CARPORT W/ EXISTING SLAB** FEE WAIVED
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Building Plan Review Fee $36.25 Building Permit Fee $72.50
—1
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.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
1 111111:11111111111111111111111 !!1
101 "ITTIWITA-Mg-Tt"M 1!1! TM
accordance with City Codes and Ordinances. NO OCCUPANCY BEF R
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
NMI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 1 `7 All
, I Phone Contact for Permitting
Owner's Name
Owner Phone Number
Owner's Address Sy 1�,,
Owner Phone Number
Fee Simple Titleholder Name I
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 111_, S LOT #
SUBDIVISION PARCEL ID# I I
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED n NEW CONSTR 8 ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE O SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE 1 70' SO FOOTAGE t HEIGHT
]EXXXXX x 1xxx XXIE W-XXW-XjE X'XXX_JE Vg: 1EkkX1EtX_XX4X t IL IEX X1EX XX XXxv- LILXAEIEr
FV_1BUILDING
I I I VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE P OR ENERGY W,R.E.C. eld,
=PLUMBING /
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO fd
BUILDER COMPANY Leonard Contractors Inc
SIGNATURE REGISTERED 1 Y/N FEE CURREN =/N gg
, fe
301 w plait st #241 Tampa FL 33606
Address License # I CGC1527727 A
sm
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN L_y �N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED L_y I N FEE CURREN L_y I N_J
Address License #
MECHANICAL COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN LILN J
Address License #
OTHER COMPANY =
SIGNATURE REGISTERED LY_LN FEE CURREN I Y/N
Address I License # I
It It I # a 1 4 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 Ill A It If I I X I I It I I I It I I I It It 11 1 1 1 1 a I a I Is A It 11 11 1 1 1 1 i
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
*—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A1C 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner, I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions i
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/WastewaterTreatment.
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
i r. • : \ ` !«�\ ;`. ![l::: •1 C !.- \. i . 1.i • it,tl l J \.I,=
♦ ♦
OWNER OR AGENT
XS and sworn to ( r a rme) fo e this
�.
Wh is/are personally known to me or has/have produced
as identification.
Public
Commission
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Commission
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Public
STRUCTURAL DESIGN
FULLY OPEN (CARPORT) BUILDING
MAXIMUM 30'-0'a WIDE X 20'-0" EAVE HEIGHT —
BOX EAVE FRAME AND BOW FRAME
11 December 2020
Revision 9
M&A Project No.
16062S/16155S/16207S/17155S/1720OS/18068S/18156S/1829OS/20019S/20324S
Prepared for:
Steel Buildings and Structures, Inc.
P.O. Box 1287
Mt. Airy, NC 27030
Prepared by:
Moore and Associates EngineerinitEVIEIN DATE
and Consulting, Inc. CITY OF ZEEP'
BUILDIN
1009 East Avenue
North Augusta, SC 29841
401 S. Main St., Suite 200
Mt. Airy, NC 27030
MOORE
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I HAVE RESEARCHED tHIS CHAPTER
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certify
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MOORE AND ASSOCIATES 1 VN BY, LT P.O. BOX 1287,
ENGINEERING AND
MOUNT AIRY, NC 27030
CONSULTING, INC. cwa= By. ppm 11 1Y OPEN .qTPI I .T P
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�.YaT U r CLIENT, �wT. DUG M SIC-1 6EV,
SHEET l
CUEET lA
SHEET 2
SHEET '3
SHE [l 4
CHLET 5
SHEET 5A
SHFEl 5B
SHEET 6
CH[[T 6A
SHE[T 7
SHEET 7A
CHELT 7B
SHEET 8
CHFFT 8A
CHLET 9
SHEET 9A
SHEET 10
SHEET U
lHFET 12
%HEEl 13
JHFFT 14
SHEET )5
SHEET 16
SHEET 17
SH[ET 18
SHEET 19
P[ SEAL CUV[R SHEET (\ OF 2)
PE SEAL COV[R SHEET (2 OF 2)
D�AVING IND[X
INSTALLATION NO|ES AND Cl|ICATIONl
TYPICAL S]OF AND END [iEVATIONC
lYPI[AL RAF7[R/COLUMN END AND SIDE FRAMING SECTION
TYPTCAL RAFTER/COLUMN END AND SIDE FRAM[NG S[[TTON
7YP]CAL RAFTER/COLUMN [ND AND SIDE FRAMlNG SECTION
COLUMN CONNECTION DETAILS (BOX EAVE STRUCTURE)
COLUMN CONNECTION D[TAIL3 (BOX EAV[ STRUCTURE)
TYPICAL RAFTER/COLUMN END AND S[DE FRAMING SECTION
7YPl[AL RAF7ER/COLUNN FIND AND SIDE FRAM]NG SECTION
lYPiCAL RAF[ER/COLUMN END AND SIDE FRAMING SECTION
COLUMN CONNECTION D[TAIL-S (BOW FAVL STRUCTURE)
COLUMN CONNECTION DETAILS (BOW EAVE STRUCTURE)
BASE RAIL ANCHORAGE OPTIONS
ADDITIONAL BASE RAIL ANCHORAGE OP|ION
CONNECTION DETAILS
GABLE FND OPTION (BOX EAVE STRUCTURE)
6ABLE END OPTION (8(lW EAVE lTRUClURE)
[XTRA STD[- PANEL OPTION (BOX EAV[ STRUCTURE)
EXTRA SIDE PANEL OPTlON (13UW EAVF 3TRUC|URL)
(BOX EAVE STRUCTURE)
(BOX EAVE CTRUCTURL)
(BOX EAVE STRU[TUR[)
(BOW FAVE STRUCTURE)
(BOW EAVE I|RU[|URL)
(BOW EAVE STRUCTURE)
VERl|CAL
ROOF OPTION
END ANU SIDE ELEVA||ON AND 3LC[|ON
OPTIONAL
BASE RAIL
ON
GRADE APPLICATION
OPTlONAL
BA3[ RAIL
ON
TlMD[R BEAM
OPT]ONAL
RASE RAIL
ON
TIMBER B[AM WITH SOIL NAIL
OPTIONAL
LONLRETE
STRIP FUO||NG
RO. BOXl287,
1 DESIGN IS FOR MAXIMUM 30-0' WIDE x 20-0' EAVF HEIGHT OPEN CARPORT STRUCTURES
2 DESIGN'WAS DHNF IN ACCORDANCE Willi ]HE 2020 FLORIDA BUILDING CEDE (FBC) 7rH LDITI13N, 2018 NORTH CAROLINA BUILDING CODE,
2006 INlLPNATInNAL BUILDING CODE ([130, 2009 lBr— 2012 IBC, 2015 IBC AND 2018 IBC
3 DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 15 Psl-
B) LIVE LOAD = IP PSF
C) 1ROJND SNUW I HAP - 30 PS F (< PO' 0'), 3'-) PSF
0' < W < 30-0') 1
NOTL: (UNBALANCED SHOW &S DLE TO DRIFTIN, iAVL NUF BEEN EVALUATED)
4 D SECOND GUST ULTIMATE WIND SPEED (VIILT> = 105 '10 145 MPH (NlIM WINE, SPEED - 82 TO 112 MPH)
5. MAXIMUM RAFTER/COLUMN AND END COLUMN SPACING = 5 z ftiELCSS NUIED EIFHFRWISF)
6, END WALL COLUMNS (POSTS) ARE EQUIVALENT TO SIDE WALL POSTS IN SIZE AND SPACING (UNLESS NOTED OTHERWISE),
7 RISK CATEGORY 1,
B WIND EXPOSURE CATEGURY B
SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED FENED DIRECTLY To 2 1/2' . 2 112' 14 GAUGE TUBE STEEL- (IS)
FRAMING MEMBERS (UNLESS NOTED OTHERWISE)
10 AVERAGE FASTENER SPACING ON CLNJLkS AL-nN6 R4FTLRS, OR HAT CHANNELS, AND COLUMNS dNTFRirlR HR END) - 6 INCHES
I! FASIENERS CONSIST OF 1/4'x3/4' SELF DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR l-ASll-NERS,
SPFPIFICAIJONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES 01- 14' (3�12 PITCH) OR LESS SPACING
RLU61RLMLNTS FOR UlHER ROOF HEIGHTS AND/HR SLOPES MAY VARY ROOF SLOPES LLSS THAN 3112 REQUIRE USE FIF !AP JOINT SEALANT
12 GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAN WITHIN 6' Ur LACH COLUMN
13 STANDARD GRLJUND ANCHORS (SOIL NAILS) CONSISI OF #4 REBAR W/ WELDED NUT x 36' LONG AND MAY BE USED IN SUITABLE Soll'S
OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USFO IN UNSUITABLE SOILS AS NOTED
14 WIND FORCES GOVERN FIVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED AREA
SOIL SI'L CLASS - D
RISK CAIEGURY I
R= 3P5 1 0
S,, 2039 g V= C'w
SD1= 1,258 q
Raw
DAT
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t
CITY OF IS
BUILDING OFFUAL
P.O. BOX 1287,
MOUNT (AIRY, NC 27030
��F,: X �'�UA-w
30-0' MAXIMUM RAFTER SPAN (W)
LENGTH VARIES DFPFNDIN(, ON
NUMBER AND SPACING OF RAFTERS
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
SCALE; NTS SCAI ENTS
30'-0* MAXIMUM RAFTER SPAN _(W)
TYPICAL END ELEVATION
SCALL; NITS
FrAIWIM
LENGTH VARIES ULPLNDIN6 ON
NtJM8rR AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION
SCALE: NIS
F.Q. BOX 1287,
MOUNT AIRY, NC 27030
— 29 GA GALVANIZED METAL ROOD
AND WALL PANELS FASTENED T❑
RAFTERS AND POSTS
, } J4 ROOF RAFTER
I P ,.
29 GA GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO
IS ROOF RAFTER ' RAFTERS AND POSTS
TS COLt.AR
12
IS GA U CHANNEL
BRACE
i'
l
�
r
---TS
LACED COLUMN
TS LACED COLUMN
Fie+
(TYP)
(TYP)
)*`„,�
TS BASE +'AliTS
BASE i �{
<7YP)
�.
l'
(TYP)',
_
W $ 26'-0- MAXIMUM RAFTER SPAN
26'-0' < W < 30-0° MAXIMUM
RAFTER SPAN
TYPICAL
RAFTER/COLUMN FRAME
SECTION
TYPICAL RAFTER/COLUMN
END FRAME SECTION
SCALE. NTS
SCALE NITS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
CPAI'INr,,
LENGTH VARIES OLPLNOING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
P.O, BOX 1287,
MOUNT AIRY, NC 27030
30'-0"x2O'-0" FULLY OPF.N STRIJ
JO NO
Eo 12-11-20 + NTS I 1 R
P9 5A GALVANIZED
ME rA' ROOF
AND
WALL PANELS FAS I FNFD TO
RAFTERS AND POSTS
ROOF RAFTER
12
3
14 GA U-CHANNLL
BRACE,
T
TS DOUBLE COLUMN
(TYP
TS BASF -A!-
(TYP
W S. ?6'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS
SEENo TES
(SHEET 3)
FOR MAXIMUM
A x I mum SPArlNf.
LLNLIIH VAKtLS ULFLNUINk, UN
NUMBI-R AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE, NTS
12091 NUNN I'd IM011114-IRMItol WK,
Iffillm
29 CA GALVANIZED METAL Rll[)F
AND WALL PANELS FASTENED TO
TS ROOF RAFT(_-- RAFTERS AND POSTS
TS COLLAR TIC
J -3
15-0'
TS BASE RA',
(TYP
26-0' < W < 30-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION
W,A[ F NTS
P.O. BOX 1287,
MOUNT AIRY, NC 27030
0'-0" FULLY OPEN STRU
��rwfflnwm�
6' LUNG..
A� MINIMUM 14 GA,
CONNECTOR SLEEVE
SECURE WITH <4)
�3 t2 L/4'x3/4' SDF'S (TYP)
i,
--1S DOUBLE COLUMN
BOX EAVE RAFTER/CORNER POST
CO
NNECTION DETAIL
IA \ FOR HEIGHTS 12'-0' < TO 16'-0'
NTS
i -
----IS
GA U-CHANNE.I. BRACE FASTENED
TO THE COLUMN AND RODE RAFTER,
WITH (4) 1/4'.3/4° SDF'S AT EACH
2 1/2,
END 18 PER BRACE)
BRACE SECTION
SCALE. NTS
MOORE AND ! e
ENGINEERING AND CONSULTING, INC.
TS ROOF RAFT`F -
4NE C TOR
-EVE TO
"-
JER
---SECURE WITH (4)
t/4'x3/4' SDF'S
(EACH END)
6'
GA U-CHANNEL BRACE
FASTENED TO THE COI.. UMN
AND RAFTER
�t5
'--MINIMUM 6' LONG,
MINIMUM 14 GA,
CONNECTOR SLEEVE
SECURE WITH (97
I/4'x3/4' SDF'S (TYP)
- IS COLUMN
BOX EERAFTER/CORNER
POST
- CONNECTION DETAIL
I FOR HEIGHTS j 12'-0'
I SCALE NTS
P.O. BOX 1287,
MOUNT AIRY, NC 27030
29 GA GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO
RAFTERS AND POSTS
RUDE RAFTER
L?
3
GOGA U-CHANNEL
BRACE t,:
TS [ACED COLUMN
TIP-)
TS BASE -44-, 1
ryf, >
W < 26-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE NTS
SEE No TIS
(SHEET
:3) FOR MAXIMUM SPAT [Nr.
' '0 _�'C '� ' NUM VC`OFRA"r T"E'R S
---- - - -----
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
I URNMI hN RR [A 112 LfWAI 'Nip
TS BOW RAF'LR
TS CELLAR T;F
1 p
TS LACED Cnt uMN
IYP)
29 GA GALVANIZED
METAL ROOF
AN 0 WALL PANELS FASTENED TO
RAFTER', AND POSTS
I S BASE 11- ji
IP I
st-, i - J,
T
P 6 0' ( W i 30-0- MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE; NTS
P.O. BOX 1287,
MOUNT AIRY, NC 27030
30'-0"x20'-0" FULLY OPEN STRUCTL
T� 10 i
m
E, 12-U-20 ISCALE4 NTS IOM/El-0019
24 GA GAt. VANIZED METAL ROOF
AND WALL PANELS FASTENED TO
RAf TERS AND POSTS
TS ROOF RAFTER
g GA U-CHANNEL
BRACE
IS DOUBLE COLUMN
(TYP)
TS BASE i
T. tt% ..... (TYP> .As�) .�.
W S 26'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING
-5+ GA GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO
TS DOW RAFTER—. RAFTERS AND POSTS
-. TS COLLAR TIE
A�
15'-0 11
fl' �
0
u
TS DOUBLE COLUMN
<i YP) g
ii
IS BASE RAIL—
_
t <TYP)
26'-0' < W < 30'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
T P.O. BOX 1287,
MOUNT AIRY, NC 27030
P 30'-0"x20'-0" FULLY OPEN "Rl CT
JOB m 1006
h s" DATE, 12-11420 SCALE, NTS I 1 I 9
.-29 GA GALVANIZED METAL ROOF
- GA GAL VANTZED METAL ROOF
AND WALL PANELS FASTENED TO
AND WALL PANELS FASTENED TO
IS BOW RAFTE:4-.� F'.,
RAFTERS AND POSTS
RAFTERS AND POSTS
J
TS COLLAR TIE
'
�
TS ROOF RAFTER
T
..
�
3
i
3
��'^
`1.
`
f ;Nx GA
BRACE
U-CHANNFL
li
J
IS COLUMN
-TS COLUMN
(TYP)
,z
(TYP)
IS BASE RAIL- f � (TYP}
1
I
W ( 26'-0' MAXIMUM RATER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
SPACING
NUM DER AND"SPACING OFu RAFTCRS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
TS BASE RAP
1 26-0' < W < 30-0* MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN CND FRAME SECTION
SCALE NTS
RO, BOX 1287,
MOUNT AIRY, NC 27030
30'-Q" (' Q-' FULLY OPENiSEl
1
le —11-20 a NTS
. 7D DVG. SK_l '
TS Bow',, ,-TI;M-1
I2
MINIMUM &' LONG. -
J'
MINIMUM 14 GA
CONNECTOR SLEEVk
SECURE WITH C8)
1
1/4'x3/4' SDF'S
y
� e
-1-8 GA U-CHANNEL
BRACE
d
FASTENED TO THE
COLUMN
AND RAFTER
SECURE WITH (4)
1/4'x3/4' SDF'S
EACH END)
MINIMUM 8' LONG.-
MINIMUM 14 CA,
CONNECTOR SI-EVE
SECURE WITH (8)
1/4'x3/4' SDF'S
--TS DOUBLE COLUMN
BOW EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS 12'-0' < TO j 16'-0'
SCALE: NTS
i
{
--18 CA U—CHANNEL BRACE FASTENED
TO THE COLUMN AND ROOF RAFTER,
WITH (4) 1/4'x3/4' SDF'S AT EACH
2 1/2, .. END (8 PER BRACE)
BRACE SECTION
SCALE: NFS
18 GA U—CHANNEL, BRACE
FASTENED TO THE COLUMN
AND ROOF RAFTER
�4
-- TS COLUMN
BOW EAVE RAFTER/CORNER POST
CONNECTION DETAIL
�, FOR HEIGHTS j 12'-0#
f SCALE: N T S
T P.O. BOX 1287,
MOUNT AIRY, NC 27Q30
PDM 3Q'0°x2 '-Q"
,�3H ND 1�Ob
t VS14 � eNIA
SHT. SA BMG, Pip SIC-1 1212=9
WWF OR FIBERGLASS
FIBERS
A# fA
77'
4
, MINIMUM 3---1/,14*-
IN M ,
EMBEDMENT
(TYP)
MONOLITHIC CONCRETE FOOTING-J
(3000 PSI MIN.) REINFORCED
WITH (2) N4's CONTINUOUS
BASE RAIL ANCHORAGE OPTIONS
INSTALL 1/2'x6 3/4'
EXPANSION ANCHOR
1HROUGH BASE RAIL
OR FIBFRGLASS
WITHIN 6' [IF EACH
FIBERS
CHI UMN (ALSO
APPLICABLE TO END
WALLS)
Li
7777-77
CONCRETE MONOLITHIC SLAB
2
SCALE NTS
MINIMUM ANCHOR EDGE DISTANCE IS
x COORDINATE WITH LOCAL C0DFS/T1RD
INSTALL 1/2'x6 3/4'
EXPANSION
N ANCHOR
THROUGH BASE RAIL
WITHIN 6' OF EACH
COLUMN (ALSO
APPLICABLE TO END
WALLS) Uj
MINIMUM 3 1/4'
-
EMBEDMENT
(TYP )
cy
>
mnNNIITHIC CONCRETE FOOTING— 4"
(3000 PSI MIN.) REINFORCED
WITH (2)-44's CONTINUOUS
J VARIES
CONCRETE SLAB BASE
2A RAIL ANCHORAGE
S;LALE: N'"
MINIMUM ANCHOR EDGE DISTANCE IS 4'
w COORDINATE WITH LOCAL CnD1_S/NRD
2' WASHERS
PAVEMENT
I UP OF ASPHALT
OR
GENERAL NOTES GROUND SURFACE
NOTE: CONCRETE MONOLITHIC SLAB DESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSI
CONCRETEi
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT PH DAYS IS CONTINUOUS
COVER u ER REINFORCING SIEELi BASE RAIi
FOR FOUNDATIONS. MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI 318
3' IN I-OUNDATIONS WHERE THE CUNCRETE IS CAS, AGAINST AND
PERMANENTLY IN CLINIACT WITH IHF EARTH OR EXPUSID TO THE
FARTH OR WEATHER AND 1 112' ELSEWHERE
REINFORCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASfM A615 GRADE
60 THE SLAB REINIORCFMENI SHALL BE WELDED WIRE FABRIC
MEETING ASTM A18U DR FIBERULASS FIBER REiNIUkCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED,
I REINFORCEMENT IS BENT COLD
2 THE DIAMETER OF IHL BEND, MEASURED ON THE INSIDE UE THE
BAR, IS NIII LESS IHAN S[X-BAR I'IAMFTERS
RFJNIHRCFMENT PARTIALLY EMBEDDED IN CONCRFTF SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE-, GRAVEL
AND COBBLES, CoLICHE, PRFLOoDED SILTS AND CLAYS. USE
MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM bO' EMBEDMENT
2 FOR CORAL USE MINIMUM (P) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4* HELICES WITH
MINIMUM, 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
4 FUR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
Sit- TS ALLUVIAL IT ILL. USE MINIMUM <P) 6' HELICES WITH MINIMUM
50' EMBEDMENT
b FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM ILI STIFFER
CLAYS AND SILTS. ALLUVIAL. FILL, I , USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60' LMBFDMFNT
DRILL 5/8' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHnR EYE WITH
112' DIAMETER THROUGH BOLT
GROUND BASE
HELIX ANCHORAGE
2 B
HELIX EYE ANCHOR SCALE, NIS
(SFF NOTES BELOW) (CAN BE USED FUR ASPHALT)
DRAWN BY, LT P.O. BOX 1287,
MOUNT AIRY, NC 27030
-CHECKED BYi PDH 301'-0"x2('-Q" FULLY OPEN STRUCTURE
ND IW"S/18156S
PRD.XCT MGRi VSK DATE, 12-11-a ;9&E, tIT; L8=/20019S/j25 _4L
ri WNT, RRRT SHL 9 DYE No SK-1 IREml 9
CONNECTOR 3/16
SLEEVE TO
BASE RAIL 3/16
TSCONTINUTIL
BA.E RA(L_
TS
LACED
COLUMN
CONNECTOR
3/16
SLEEVE TO —
BASE RAIL 3/16
( TYP
MINIMUM 6* LONG,
M N MUM 14 GA
CONNECTOR SLEEVE
SECURE WITH <4)
1/4'.3/4' SUFIS
TS CONTINUOL
BASE RAIL
POST/BASE RAIL
3 CONNECTION DETAIL
SCALE NTS
IS ROOF RALfLR
IS DOUBLE
COLUMN CONNECTOR 3/16
SLEEVE TO
BASE RAIL 1/16
(TYP)
MINIMUM 6* LONG,
M N MUM 14 GA,
CONNECTOR SLEEVE
SECURE WITH 14)
S
1/4 x3/4' D S
POST/BASE RAIL
3A CONNECTION DETAIL
ScAl F: NTS
—IS ROOF RAFTER
TS COLLAR TIE
4�
/16
2L
3/16
IS CHORD
RAFTER TO
CHORD
CONNECTION
DETAIL
4
SCALE: NTS
IS TRUSSED RAFILII
%
OR NON-STRUCTURAL HEADER
ra
TS FN 0 COLUMN
OR DOOR WINDOW
FRAME POST
TS HEADER BASF
RAIL, 'R WINDOW
RAIL
CONNECTION DETAIL
5 SCALL1 NTS
2"x2*x2 ' 16 CA ANGLE CLIP
SECURE TO COLUMN (EACH
SIDE) AND RAFTER
CHORD/RAIL WITH 1/4'.3/4'
SDF'S 2 ON BOTTOM AND 2
JN SIDE
4orl- AT ROLL -UP DOOR
]PENINGS, COLUMN SHOULD
BE FLUSH WITH RAIL ENO
-'LIP COLUMN TO RAIL ONLY
3N S I DL UPPO SITE THE
3PENING
COLUMN TO HEADER, BASE RAIL, OR
WINDOW RAIL CONNECTION DETAIL
7 SCALE: NT'_
TS CONTINUOUS
BASE RAIL
IS COLUMN
MINIMUM 6' LUNG,
MINIMUM 14 GA.
CONNECTOR SLEEVE
SECURE W1 TH (4)
1/4'.3/4' SOF'S
POST/BASE RAIL
CONNECTION DETAIL
3B SCALE NTS
TS ROOF RAFTER
-N,
Is GA U CHANNEL
/,"TACH COLLAR TIE
COLLAR TIE
TO ROOF RAFTER WITH
(4) 1,14'.3/4'
ND)
SDF S (EACH END)
C13LLAR TIE
6 CONNECTION DETAIL
SCALE; NTS
DRAWN DYi LT RO. BOX 1287,
MOUNT AIRY, NC 27030
CHECKED DYi PDH 30'-0"x20'-0" FULLY OPEN STRUCTURE
JOB M 1806GS/IBL%S
PROJECT NM WSW DATQ 12-11-20 SCN.Kl NTS_ LQ�MS 2M9S/20324S
rl TFNTa ewerSHt 10 I':va Nib SK-1 laev, 9
•tj
29 CA GALVA " RED METAL ROOF
PANELS
FASTFNFD 70 RAFTERS
ROOF RAFTER
SEE NOTES
SHEET 3) 1
FOR MAXIMUM
SPACING
z
u
TS COLUMN
<TYP
>
Jug
M191101=11,1119WIl
IS RUUF Pl�
TS GABLE RAIL
I 112'xl I/F'x2' 16 GA CLIP
ANGLE SECURE T 0 RAF -TER
COLUMN AND
GABLE RAIL
W/(4) I /I'x3/4 . SDF'S 2 ON
TOP, 2 ON SIDE
-S COLUMN
BOX EAVE RAFTER GABLE RAIL TO
RAFTER COLUMN CONECTION DETAIL
SCAI F: NTS
NOTE KNEE BRACE NOT SHOWN FOR CLARITY
TYPICAL GABLE END ELEVATION
SCALD NTS
P.O. BOX 1287,
mouNr AIRY, NC 27030
W-ONW-O" FULLY OPFN STR!ICTL
JOB m 1006
El 12-11-20 1 SCALE, NTS I 1eam/=9
CFITFNUTIWI.110�
BOW EAV E GABLE END OPTION
29 CA GAI VANIZED METAL ROOF
PANELS
FAS I fNED TO RAFTERS
IS RUDE RAFTER
SEE NOTES
SHEET 3)
FOR MAXIMUM
I;
SPACING
TS COLUMN
(TYP)
3
i
TYPICAL GABLE END FRAMING SECTION
SCALE- NTS
IS ROOF RAFT,-,,--
--MINIMUM
8 LONG, MINIMUM 14 CA
IS SLEEVE SECURE BOW RAFTER
AND COLUMN I D SLEEVE WITH
(8) 1/4.. S DF
1 112' , 1 1/2' 16 CA CLIP
ANGLE SECURE TO COLUMN AND LA811
RAIL WITH (4) 1/4*.3/4' SDF,S
----------
- --------
IS GABI F RAIL
-TS
COLUMN
11 1 BOW EAVE RAFTER GABLE RAIL TO
f 9 RAFTER COLUMN CONNECTION DETAIL
SCALE NTS
NUIE: KNEE BRACE NOT SHOWN FOR CLARITY
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL GABLE END ELEVATION
SCALE: NTS
NAWN BY, LT P.O. BOX 1287,
MOUNT AIRY, NC 27030
CHECKED BY, PDH FULLY OPEN STRUCTURE
jaD NO 1906OS/1815"
PROJECT WRi WISH 2"T , le-UZZO ;GALE® NT; I ISMS/2M9S/2=4S
rl S-NT, Vll'tT SHT, 12 DWG M SK-1 6w 4
TS COLUMN
(TYP )
29 TAGALVANIZED METAL ROOF ANb
- WALL PANELS FASTENED I Ll RAFTERS
AND POSTS
TS ROOF RAFTER
llff& MMMM"s I
:HING
iINf,
ONAL)
[.LNQTH VARIES OLK-NDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE: NTS
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE: NTS
NOTES:
* FULL SIDING (FOR EAVF HEIGHTS 12' 0' < TO < 20-0")
* NO SIDING (FOR EAVE- HEIGHTS 10'-0' < TO < 12'-0' WITH SINGLE COLUMN CONFIGURATION)
* 3-01 MAX (FOR EAVF HEIGHTS < 101 0')
uin
P.O. BOX 1287,
MOUNT AIRY, NC 27030
30'-0"420,';-0-' F MLY OPEN STRUCTtJ
Es 12—UZO SCALEt NTS
. 13 wr. ND SK-1
A
ng-SNE"K
29 GA GALVANIZED METAL ROOF AND
WALL PANELS FASTENED TO RAFTERS
AND POSTS I TS ROOF RAFTER
TYPICAL END FRAME SECTION
EXTRA SIDE PANELS
I (TYP
FL. ASHING
(OPTIONAL.
L
M�FN6TH VARIES DEPENDING ON
14P 8FR AND SPACING RAF TERS,
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALES NTS
NOTES:
* FULL SIDING (FOR LAVE HEIGHTS 12-0' < lU < 20'-D')
* NO SIDING (FOR SAVE HEIGHTS 10'-0' ( TO < 12'-0* WITH SINGLF COLUMN CEINFIGUROTION)
* 3'-0" MAX (FOR LAVE HEIGHTS < 10'-0')
P.O. BOX 1287,
MOUNT AIRY, NC 27030
-0° FULL OPT STRU
I 1 11 --ll I 'm to
TYPICAL END ELEVATION
VERTICAL ROOF
SCALE NTS
TYPICAL SECTION
VERTICAL ROOF OPTION
SCALENITS
1 125-18 GAUGE HAT CHANNF�L PURLIN SPACED AT 4'-0*
OC4 MAX) AND , FASTENED TO EACH RAFTER WITH (2)
1/4, 3/4' SIN SEE NOTES
< SHEET 3)
FOR MAXIMUM
SPACING
6'
(TYP
qll'
TYPICAL SIDE ELEVATION
VERTICAL ROOF OPTION
SCALE: NTS I
1 1?5' 18 GAUGE
HATCHANNEL
IU RLIN
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE; NITS
P.O. BOX 1287,
MOUNT AIRY, NC 27030
KT, 0) :10 'D
OPTIONAL BASE RAIL N GRADE APPLICATION
LENGTH VARIES
iTS BASE RAIL ,- TS RAFTER
Jt POST (TYP)
sCA
AUGER
ANCHOR
(TYP >
BASE RAIL
AUGER
ANCHOR
(T YP>
I
(�
I
I:
Ja NAIL
CTYP )
ii
�I
x
�k
c
--- IS BASF RAIL.
(TYP
NAIL
(36' LENGTH
TYPI
I ;C'TION
.,�A,.F NIS
30-0' MAXIMUM
r.
'will I
BASE RAIL
IS RAFTER POST
TS BASE RAIL
SECTION
SCAT F N`
P.O. BOX 1287,
MOUNT AIRY, NC 27030
30'-f1" 20'-0" FIIIsI.Y OPEN STRIJ
Ea 12--11-20 ISCALEs NTS [leez
I FWTH VARTF'
3►�
IMBER
SASE AND
SASE RAIL
SCALE NTS
HELIX ANCHOR
- - LENGTH -----------
MAXIMUM SPACING
---------------- ------ - --------- -
VARIES 101-01 (FVFRY OTHER POST)
120MIRIllou lommocuouguill NEE �l
TS RAFTER POST
TS BASE RAIL
BAIT
I IMRFR
BASE
SECTION i
SCALEQ
� NTS
P.O. BOX 1287,
MOUNT AIRY, NC 27030
jI I alm-m-m
I 1"IN ( ? i
I IMBER
SASE AND
ASE RAIL
SECTIONC ':iD
SCALE NTS
TS RAFTER POST
IS BASE RAIL
MOORE AND ASSOCIATES PDRAWN BYl LT P.O. BOX 1287,
W 'o
MOUNT AIRY, NC 27030
ENGINEERING AND CONSULTING, INC. cHEcKEID) sy, PI)H 0'-O"x2O'-O" FULLY OPEN ST L
JEW ND