HomeMy WebLinkAbout15-16251 . �
• CITY OF ZEPHYRHILLS
% '� 5335-8TH STREEf
(si3)�so-oozo 251
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16251 Address: 37443 NEIGHBORS PATH
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ZEPHYRHILLS COLONY
Est. Value: Parcel Number: 03-26-21-0010-04400-0040
Improv. Cost: 1,182.35 OWNER INFORMATION
Date Issued: 5/06/2015 Name: CALHOUN DAVID
Total Fees: 67.50 Address: 37443 NEIGHBORS PATH
Amount Paid: 67.50 ZEPHYRHILLS FL 33542-1897
Date Paid: 5/06/2015 Phone: 813-779-4411
Work Desc: OPEN CARPORT 18 X 20
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 67.50
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� Ins ections Re uired
FRAME
SHEATHING ,�
FINAL� 1���
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site t) plans not at job site g)work not accessible.
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 permits 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
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: �(�►� ���j,��
Date Received: L-� —� �� C�
Site: � t� �1 Y���
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Permit Type: ( �j �C Z� �'��.�
Approved w/no comments:❑ Approved w/the below comments: l� Denied w/the below comments: ❑
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This comment sheet shall be k t with the permit andJor plans.
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Kalvin witzer—Pl s xaminer Date Contractor and/or Homeowner
(Required when comments are present)
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r a•,sa$aoo2o City of Zephyrhills Permit Application �/ —�' Fax-813-780-0021 �
Building Department /
Da#e Received � � phone Contact for Permittin
�"Owner's Name � LL`r Er�.�"' Uwner Phone urfbi e j ` �'��
�' �/� � f7 A " �" �� �:� � ;:sygr.`��.—�'c�
0�Owner's Address �" 1l/° �� �� / Owner Pho a Number
Fee Simpie Tltiehalder Name Owner Phone Number � �
Fee Simpte Titiehalder Address
�?alOS ADDRES$ /'l/j�s�� / � !�"'�. � � fl( �� � L07# ��
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SUBDIYISlOM PARCEI ID# �
(QB7AINfiD FRQM PROPERTY TAX NOTICE)
WORK PROPOSED ,� NEW CONS7R 8 ADDlALT Q SIGN Q CJ DENtOLiSH
INSTALL REPAIR
PROPOSEd USE � SFR CJ COMM � OTHER
TYPE QF GONSTRUC7iON Q BLOCK Q FRAME � STEEL Q
�E3CRIP1'ION OF WQRK �I° �ri+t'� 4�► t"�� t�.�
BUILDING SlZE ���� � SQ FOQTAGE�� HEIG}!7 � {
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BUILDING � ( /'����' VAL.UATION OF TOTA�CONBTRUCi'tON
t o"� .��
ELECTRICAI. $ � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
[�PLUMBiNG � � � ���
' [�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �
, �
QGAS Q ROflfiING Q SPECIAITY �.] OTHER �� ���
FINISHED FtOOR ELEVATIONS FLOOD ZONE AREA QYES NO � � �
,/�UILDER . �� COMPANY'� D �Z,..
'�SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address �icense# � ���
ELECTRICIAN COMPANY
StGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address k.icense# � � ,
PLUMBER � COMPANY
SIGtiI$ATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# � �
MECHANICAL COIIApANY
SiGHATIlRE REGISTERED Y J �I FEE CURRE� Y J N
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Address Ltcense# �� �
OTNER COMPANY
SiC,NATURE �zE�isT�t��o Y 1 N FEE CURREM1 Y/N
Address License# � �
R6SidENT1lU. Attach(2)Ptot Plans;(2}sets of Buitding Plans;(1)set of Energy Forms;R-O-W Pertnit for new constructlon,
Minimum ten(10)workiog days after submtttai date. F2equfred onsfte,Canstruction Pians.Stoimwater Plans wJ Sift Fence Instatted,
Sanitary FaGlities&1 dumpster,Stte Work Permft for subdivisionsAarge proJects . __
- - COMMEi2CiA1. At#ach(3)corinplete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O•W Permit for new construction.
Nifnimum ten(9Q}workfng days after submfttai date: F2equlred ansite,ConsWctlan Plans,Starmwater Pians w!Sitt Fence lnstaNed,
Sanitary Facilities&1 dumpster.Slte Work Pertnit for all new proJects.Al!commercial requlrements must meat compllance
SIGN PERMIT Attach(2)sets of Engineered Plans. , �
'•`*PROP�RTY SURVEY reguired for a(i NEW consUvction.
Directions:
FEii out appiicaUan campletely.
Owner&Contrac#or sign back of applfcallon,notadzed . . . .
If over 5250d,a Notice of Commencement is requlred. (AIC upgrades aver 57800) ., ,
" AgeM(for the contractor)or Power of Attomey(far the owner)would be someone with notarized letter from owner authorizing same
DVER THE COUNTER PERMITTING (Front of AppAcation Only)
Raroofs if shingtes Sewers Service Upgrades A!C , Fences(PtotJSurveylPootage} _ . -� - ° �� �
Driveways-Not over Counter if an putilic roadways..needs ROW
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NOTICE 4F DEED RESTRICTIf3NS: The undarslgned ander�tands�th�t#hls.pe�rmit.may_be.s�atijecfi to"dee�"restrictiot�s"
rrvhich may b�e�more�testrictive-thaFl Caunty'egulatlons. �The undersigned �ssur�es responsibility far compllanae with any
applicable deed restticttons. , .
UNLICENSED CONTRACTORS -AND CONTRACTOR itESPONSIBILiTiES: if the owner has hired e contractor or
+c.ontraotors-to underfake work, they may be req�lred��to be:ltcensed In accordance.wikh state.and•local regulations. If the
contractor is nof 3icensed as required by law, bo#tt the owner and contractor may be dted fiar a misdemeanar viola#ian
under state law. if the owner or Intended}contractor are uncertain as to what (lcensing.requlrements mey apply�for khe
Intended�nrortc, they are advlserf to contaci the Pasco County Bui[ding(nspectian Divislon—t.icensfng Section a#727-847-
800e. Furthermare, if the owner has hired a cont�actor or contractors. he is advlsed to have the contrackor(s) sign
porkions of the "cpntractor Block° of thts appllcakton for which Qhey will be .responsible. lf you, as.the owner slgn as the
GO(ttt1C�OT, that�tnay be an indica#ion #hat he is not.proper#y licensed and is no#entlNed to permitti�rg pcirtiieges in Pasco
County. '
TRANSPORTATIQN IMFAGTJUTILITIE�iMRAC"�AN�RESQU�tCE RECQVERY��EES: The underslgned understands
that Transportatfon impact Fees and.Recaurse Recove.ry.Fees may��apply to°tF�e constnuctlon of new buildtngs, change of
use in exist#ng buildings, or.expansion�of�e�s#ing'�6uildings, as speclfled.in Pasco County fJrdinance number 89-07 and
SO-07, as amended. The undersigned aiso undetstands, #h�t such fees�-:as<may:be�due,•;will be identi�ed a#the�time of
permitting. It is furtfier understood that Transpo�tation Impact Fees and i2esource Recovery�Fees must be paid priar to
receGving a�ce�Flficate ot'o�cupancy"or flnal power ralease. :4f the pro��ct does t�a�irnotve a ce�t�icate af accupancy or
final qower release, the fees mu�t be� paid prtor to permit Issuance. Ft�rthermare;�(f:Pasco County 1Nater/Sewer Impact
fees are due,they�musk be�patd prlor to permlE-issuance�ln accordance wlth appffaabie Pasco'�aunty ardinances.
CONSTRUCTION LIEN LAW(Ch�pter 713�FlorTda Statute�,as amend�d): {f valuatlon of work is$2,500.00 or more, I �
certify that I, the applicant, have.been provided with a copy of the "�'lorida Construction� Lien Lav�—Homeowner's
Protection Gulde" prepared by the Flor�da Departmer�f of Agricu�t��e and ConsumerAtfairs.- tf#he appttcan#is someane
other than the"owner", I certify that I have,obtained a copy;of.the abc�ve..des.cribed docurnent°and promiserin,gaod faith to
detiver It to the"owner"prior to•commencement.
CONTRACTOR'SiOWNER'S AFFIDAViT: I ce�ti�y that ali�the inf.ormatton'In this appl(cation is accurate and that ali work
will'be done in campliance with ail.appticable laws regulating construction, zoning and land development. Applicatior► is
hereby mac#e to obtain .a permit to da work and Installation as indEcated.. �1 certifjtt that na work or Installation has
commenced prior to Issuance of a permit and that all work will be perFarmed �o meet standards of all laws regulating-
constructlan, Gour►ty and City codes� zoning regulations, a�d land development regulatEans�in the Jurisdlction. l aiso
certify that 1 understand that the regulatlons of other gavernment agencles may�apply�to the lntended work, and that it is
my�esponsibility to idankify�what:acttans 1 must take to be�in<.corr�pliance. Such agencles include bu#are.not Ilmit�ad to;
- Deparkmen# of Environmentai Protection-Gypress.Bayhead�, Wetland Areas and Environmentatly Sensitive
Lands, Water/Wastewate�Treatment.
- Southwest Flarida Wate� Management .D�sh�ct Wells; Cypress. Bay.heads; Wetland Areas, Alter#ng
Watercourses. �
- Army Corps of Englneers-SeawaQs�Docks,Navfgatile Waterways.
- Department af Health & ReMabiiitative ServtoealEnvitonmental He�tth Unit Welis� VNastevuaater�Treatment,
Septic Tanks. � .
- US Envlronmental Frotectian Agency-Asbestos abatement. �
- Federal Aviativn Authority-Runways. `
!understand that the fallowing.res#rtotions apPiy to the use o#fllf:� .
- Use af fill is not a0owed in Fload Zone"V"unless expressiy permitted.
- if the fill materfal Is to be used In Flood Zone. "A"� It. ts understood #hat a drainage plan addressing a
"compensating voiume°wi#t be submltted at tlme of permitting wfiich is prepared by a professianal engineer
Iicensed by#he State�of Florida.
- if th� filt materiat is to 6e used in Ftood �ane "A" In�connection�wlth.a permt#ed buitd#ng using stem v+raN
� construction, I certify that fiil�.w�tl:�b.e used only.to.fill the area within the�stem�nrall.
- !f tiU materlal is ta be used in any area, 1 certify th�t .use of such flll wU! not adversely affect adjacent
properties. 1f use of fiti is#ounci to adversely:�ffect adJaEent�propertie$,.the owner may be c3ted for violating
the conditions of the building,permit Issued•under the attached permit appllcatlon, for lots less than one� (1)
acre whlch ane elevated�by flll�an engineer�d dralnage plan is t�equlred, .
If I am the AGENT FOR THE OWNER, I;�promise In goad fatth to info�m the owner of the permitting condi#ions set forth in
this affidavit prior to commencing constructton. ! ur�der�tand that a�sgparate petmtt tnay be required for electrfca# workt
plumbing, signs, welts, poots; air canditioning, .g�s, or ati�er instalt�tions nat•spea�Ecally inclusied�in the appticatian. �A
permit Issued shall be constcued to be a�Iicense#o proceed with the work and not as:authority to,vialate. aancel, alter, or
set aslde any pravisians of the technlcal.codes; nor shall issuance°af a.petmit.prevent tha Bulldirig t�fcial from thereafter
requiring a correctian af errors In plans, canstructlan or vlolatlons of any codes. �very permit Issued shall beconne invalid
unlsss the work author(zed by suah permit.°{s-coKnmenced�wtthin sGc months of permkt issuance, or!f work authorizec! by �
fhe permit is suspended or.abandoned�for a:period af si�{8)mont�s.after the time the�wo�k�is commenced. An extension
may be requested, In writing, from the Buflding,Clfficial for a per(od not to exceed nlnety(90' days and will demonstrate
�usti�able cause for.the extension: If work ceases-far ninety{9Q)cons.ecutive�days,..the ja6�is cansldered aba�doned.
WARNING TO OWMER. YClUR FAILURE�TO=RE�OltQ A-PIOTICE O���GOMMENGEMENT-1lftAY=RESUlT IN YC►UR
PAYING TWiCE FOR IMPROVEMENTS TO YOUR�:PRI�PERTY. iF°YQtJ�IN�E�D�TQ`OBTAIN�FII�tANGiNG�'CONSULT
WITH YOUR LENDER:CIR A�I ATTOR�.��$EFQRE�REEOR�IING°l(OU �!IOT�E'fJ�COM�111ENCE1111ENT:__ _r _
FLORttIA Jt1R4'�(F.S.1.'�a.S}3} - --- — �- -- -----_ _
OWNER OR AOENT,��,��' r���. CON7'RACTO �
Su��sc���d,a_nd sw� ,�{�a ed}befo 1s Su6scrlbsd and' to rmed befote me ts
_g_�c�-� bY �'���TZ...����,,,�..� � 1S""_by �u..--_
y�iq is/a�e aersanaliv�Cnovm to.me or-has/have produced ^s/a�[g pflr�onall��own td me or has/have produaed •
¢-{��.3�iK�1r�+'S L��.�_�_as tdenl�Catlon. t)rt.�2�¢�s t �.S.�: , as Identi�catlon.
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� Pubitc . Notary Publlc
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C iss t�tt.� *- Gommission#FF 150422 Gp�� n�o. ='�4•• ;�; �1�LINE 80CES_
:;a;�p'�""E'X�"Er 5'�r�S�i t7'1.TTy'y"�8"' -N: .,
%�or �:`~ BondedThruTro Fanlnaurene�0q0�'85•7078 ":�i�;,,,0.;,�: Expires December 12,2��8
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Name ot No ry ,P n or s mp Name of Notery typed, '"P ��7oas I
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DISCLOSIIRE STATENlENT FOR OWNER
CITY OF ZEPHYRHILLS BIIILDING DSPARTM�NT
I, ���,ry� �/g!��t?� have read and fully uaderstaad and �
agree to the provisioas of this inatrumeat.
The undersigned states aad affirms that he or she is desirous of constructing,
' reaovatiag, addiag to or reroofiag his or her owa domicile, that he or she
actually occupies, or will occupy by said domicile, and same is aot for
rent, lease or sale. That he or she shall comply with the followiag conditions:
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1. That the owaer and he or she aloae shall act as the builder for all phases of
construction.
2. That the owaer will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3. That ia the eveat various phases of construction are subcoatracted, he will
� engage oaly properly liceased subcoatractors and will persoaally supervise
such work. -
4. That ia the eveat the Buildiag Iaspector shall require correctioas to be made,
the owner will assume full respoasibility to iasure they are made, aad upon
completion will call for a reinspectioa before proceediag with the buildiag.
5. That the owaer shall assume full respoasibility for the coastruction aad will
aot expect supervisioa of his work from the City of Zephyrhilla Building
Departmeat.
6. That prior to final inspection aay additioaal fees, iacludiag reiaspection
fees, must be paid ia full. A written request from this office shall
constitute an official aotice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws ia regard to
social security, workman's compensation, lien laws, etc. , where applicable.
8. That the owaer shall comply with all the safety codes issued by the Florida
Induatrial Commission.
9. State law requires coastruction to be done by liceased contractors. You have
applied for a permit under an exemptioa to that law. The exemption allows
you, as the owaer of your property, to act as your owa contractor with certaia
restrictions evea though you do aot have a licease. You must provide direct
onsite supervision of the constructioa yourself. You may build or improve a
one-family or two-family residence or a farm outbuildiag. You may also build
or improve a commercial building, provided your coets do aot exceed $75,000.
The buildiag or residence must be for your owa use or occupancy. It may aot
be built or subatantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after
the constructioa is complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violatioa of this
exemption. You may aot hire an unlicensed persoa to act as your coatractor or
to supervise people working on your buildiag. It is your responsibility to
make sure that people employed by you have liceases required by state law aad
by couaty or muaicipal licensiag ordiaances. You may aot delegate the
respoasibility for supervising work to a licensed coatractor who is aot
liceased to perform the work beiag done. Any person workiag on your building
who is not licenaed must work under your direct supervision and must be
employed by you, which meaas that you must deduct F.I.C.A. and withholdiag tax
and provide workers' compensation for that employee, all as prescribed by law.
Your constructioa must comply with all applicable laws, ordinances, buildiag
codes, aad zoning regulations.
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OWNER'S SIGNATURE DATE ��'°f� �_` �_ '
ADDRESS �
PHONE . �
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WITNSSS PSRMIT # I(��S 1
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STRLTCTLTRAL DESIGN
OPEN CARPORT
MAXIMUM 30'-0" �VIDE X 14'-0" EAVE HEIGHT- BOX EAVE
FRAIVIE AND BOW FRAME
BUIi,D u]�.G S�HqY,'L COl�ii LY WI�
ALL.4�P�LICABLE:BUILDIIdG,
21 August 2014 ELE���,pL��G�
Revision 3 ���+NICAI,C�p�S.
A1&A Project No. 12117S
Prepared for: ����
CIYy��V��`�� �_�'����
l��r. Danny�Lo��•ery OF�p��,��'
President- 5tee1 Structures p�NS E�Gq���E� �-LS(C(
1660 Dixon Airline I2oad �
Augusta, Georgia 30906
Prepared b3�:
l�Zoore and t�ssociates Engineering and Co�sulting, Inc.
1009 East Avenue
North Augusta, SC 29841
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MOORE AND ASS�CIATEB °�^ 3 �I�S a
ENGFIV��FIING AND CCJNSlJ4.Tlfwf:� A �• SYATE t�F ,�((��o
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MOORE AND ASSOCIATES DRavnt Br: .�RS BENNETT BUILDING SYSTEMS,LLC
OPEN CARPORT
ENGINEERING AND CONSULTING� INC. NECKED BY: PDN PE SEAL COVER SHEET
THIS DaUENT IS 7FE PR�ERTY� I�E AND ASSICIAiES. IxC. iHE OJECT MGR= VSN DATE� 8-21-11 SCALE� NTS JOB t� 121175
UWIi�qR12ED REPRODtICila.COPYING,OR O7tERVISE USE OP 7MI5 DOCUENT IS
STRICTLY PR�i1pITED uiD Mff IIiRINGE�EMT TiEREUPOi M1111 BE SU�.JECT TO
LEGN. �CTldt LIENT= - SHT. 1 DVG. 1� SK-1 v: 3
DRAWING INDEX
SHEET 1 PE SEAL COVER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATI�N N�TES AND SPECIFICATI�NS AND TYPICAL SIDE AND END ELEVATI�NS
SHEET 4 TYPICAL RAFTER/P�ST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS CB�X EAVE RAFTER)
SHEET 5 TYPICAL RAFTER/P�ST END AND SIDE FRAMING SECTI�NS AND C�NNECT[�N DETAILS (BOW RAFTER)
SHEET 6 BASE RAIL ANCH�RAGE ❑PTIONS
SHEET 7 BOX EAVE RAFTER GABLE END �PTIDN
SHEET 8 BOW RAFTER GABLE END ❑PTION
SHEET 9 B�X EAVE RAFTER EXTRA SIDE PANEL �PTI�N
SHEET 10 BOW RAFTER EXTRA SIDE PANEL ❑PTION
SHEET 11 VERTICAL R�OF OPTION END AND SIDE ELEVATI�N AND SECTIONS
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MOORE AND ASSOCIATES DRAVN BY: JRS BENNETI BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED Br= PDH OPEN CARPORT
TNIS DOCIIENT IS TEE PR�ERT11 pi' MOORE �HD�SSOCI�TES, INC. iHE OJECT FtGR: VSN pATE= B-21-11 SCALE= HTS JOB t� 12117S
1RWlT�RIZED REPRODUCiION,COPttING,OR OTtERVISE USE OP iMIS DOCUENf IS
STRICi�r vRO�I617ED rwD wn I�iRINGEMENT TNEREtpOn w�r BE Su@.iECT i0
LEGK �CTIOn LIENT: - SHT. 2 DVG. td� SK-1 V: 3
� BOX EAVE FRAME RAFTER OPEN CARPORT (Sheets 4, 6, 7, 9, AND I1)
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_ -- __._........_. ..- __.. -
�FLASHING
6'
FLASHING
LENGTH VARIES DEPENOING �N I 30' MA%IMIJM RAFTER SPAN I
I NUMBER AND SPPCING �F RFFTERS I r
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� TYPICAL SIDE ELEVATION—HORIZONTAL ROOF TYPICAL END ELEVATION—HORIZONTAL RODF
SCALE� 1/8' = 1'-0' SCALE 1/8' = 1'-0'
� BOW FRAME RAFTER OPEN CARP�RT CSheets 5, 6, 8, AND 10)
L�LASHING
6'
LFLASHING
� (OPTIONAL)
i
��e�meieeo Pedpo�`
I LENGTH VARIES DEPENO[NG �N I 30' MA%IMUM RAFTER SPAN l�0�A`G �• �/'� A�Oe�
NUMBER AND SPPCING OF RAFTERS I r \� �jO d
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♦�_y�: ��G •S f.' .��
o �' N 0 � • �
TYPICAL SIDE ELEVATI�N TYPICAL END ELEVATION ���
SCALE: 1/8' = 1'-0' SCALE� 1/8' = 1'-0' s' �
. •
INSTALLATION NOTES AND SPECIFICATIDNS '�; 2 .31 S ��
STATE OF .��
1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. i�T'• �C` P � �
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FL�RIDA BUILDING CODE (FBC) WITH z012 SUPPLEMENT AMENDMENTS, ��i0�s•� O Re Q.���\��
2006 INTERNATI�NAL BUILDING CODE CIBC), 2009 IBC AND 2012 IBC. �� S p'� �� �e
3. DESIGN LOADS ARE AS FOLLOWS: ��BO�o�YR `��oDt'
A) DEAD LOAD = 1.5 PSF
B> LIVE LOAD = 12 PSF
C) SN�W LOAD = 20 PSF
4. L�W ULTIMATE WIND SPEED 105 T❑ 140 MPH (NOMINAL WIND SPEED B1 T❑ 108 MPH): MAXIMUM RAFTER/POST AND END P�ST
SPACING = 5.0 FEET
5. HIGH ULTIMATE WIND SPEED 141 T❑ 170 MPH (N�MINAL WIND SPEED 109 TO 132 MPH) MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET
6. RISK CATEG�RY I.
7 WIND EXPOSURE CATEG�RY B.
B. SPECIFICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY T❑ 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL CTS)
FRAMING MEMBERS.
9. AVERAGE FASTENER SPACING ❑N-CENTERS ALONG RAFTERS ❑R PURLINS, AND POSTS (INTERIOR ❑R END) = 6 INCHES.
10. FASTENERS CONSIST ❑F 1/4'-14x3/4' SELF-DRILLING FASTENER (SDF), USE CONTR�L SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS APPLICABLE ❑NLY F�R MEAN R�OF HEIGHT ❑F 20 FEET OR LESS, AN➢ R�OF SL�PES OF 14' C3:12 PITCH) �R LESS SPACING
REQUIREMENTS F�R �THER ROOF HEIGHTS AND/�R SLOPES MAY VARY.
11. GROUND ANCHORS C�NSISTING OF H4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR L�W WIND SPEEDS ❑NLY
12. GR�UND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES F�R HIGH WIND, EVERY
❑THER POST F�R LOW WIND.
l3. ❑PTIONAL HASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS.
MOORE AND ASSOCIATES ORAVN BY= JRS BENNETT BLIILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED Btr: PDH OPEN CARPORT
iNIS DOCUENi IS T�E PROPERir pC MOORE iwD�SSOCUiES, InC itE O.IECT MGR: VSM DATE= B-2t-]� SCALE= NTS JOB t� 121175
UWlT�RIZED REPRO�UCfID4 COP►1►G,OR OitERVISE NSE Oi' iH15 DOCUEtrT IS
SialCi�r�pp�IpliED w+D w+r pfRINGEMEMi irEREUaW w�r BE SuB.�ECT 70
�EGiu.�trlaa LIENT: - HT. 3 DVG. 1� SK-1 V: 3
i
a
26 OR 29 GA. GALVANIZE➢ METAL ROOF I
PANELS FASTENED TD RAFTERS WITH LENGTH VARIES OEPENDING �N
1/4'xl' SDF'S VITH C�NTROL SEAL NUMBER AND SPACING OF RAFTERS
VFSHER 8 AVERAGE 6' D.C.SPACING
1
q 12
Q 3
SEE NOTES
— (PAGE 3>
FOR MA%IMUM
24' l6 GA. U-CHANNEL u SPACING
BRACE FASTENED TO w
RAFTER WITH (2) 1/4'xl' _
SD�'S AT EACH ENO u
(4 PER BRACE)
X
z f 3
4 6
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE� 1/8' = 1'-0' SCALE 1/8' = 1'-0'
�� _
i� I /
TS BO% EAVE RAFTER . �'' /
i�
3/16 �� /
NIPPLE TO ��
RAFTER 3/16 �
� �
� i� /i
� �� i %
I'
_ - -� / / ,
� � � NIPPLE TO 3�16 TS POST
o J j� BASE RA1L 3/16
6• MINIMUM 6' LONG,MINIMUM
iu m I j MINIMUM 6• LONG, /
MINIMUM 14 GA., l4 GA., TS NIPPLE. SECURE
TS NIPPLE. SECURE WITH(6) l/4'xl' SDF'S
I POST T� NIPPLE � �
VITH (4) 1/4'xl' I°
SOF'S �� i o I
� I / � TS CONTINl10US BASE RAIL
o �' °
e , � i � i i i--i � i i i i i
° � � � ! �=� � i- � � i=1 � �-i � l
m � -i I 1==� ! 1=1 ! 1-� � ;-
i �
I / 16 GA.U-CHANNEL BRACE RAFTER POST/BASE RAIL
(5' TO 7' RAPTER POST)
/ 1�6 GA.U-CHANNEL BRACE CONNECTION DETAIL
� �iP (8' TO 14') RAFTER P�S7) � SCALE NTS
q O
�
/ SECORE WITH
(a) 1/4'xl' SDF'S
(EACH END)
' —__.,_—�� �e:en.�
�TS POST N
BOX EAVE RAFTER/CORNER
1 POST CONNECTION DETAIL ,,9��as�ie���
SCALE NTS ,O�`���•S•. AaO OO�, 16 GA. U-CHANNEL BRACE
�17
O • O I� FASTENED TO THE LEG FND
Q� •� /+ /� I 2 1/4' RAFTER,VITH (2) 1/4'xl'
e��_�!• ����v��SP�� I�IS SDF'S AT EACH EN➢
� `�� � � (4 PER BRACE)
! �
�� : �O �� :.�e BRACE SECTIDN
° � SCALE NTS
r �
-�: 3/3�l�s :��
STAT� t�� ° ��y
i0 '. �1���
4�i �`'��� ',-�R 1 n�,a\�o�o
�, s•9e . - c� >
���o�set?6VA�-9�v 9a�e
MOORE AND ASSOCIATES DRAVN BY: ,�25 BENNETT BLJILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� 11V C. NECKED BY: PpH OPEN CARPORT
rHIS DOCUENt IS TrE PR�Earr pi' NpORE �uD�SSOCUiES, u+G r� p,��T MGR VSM DATE� 8-21-1� SCAIE= NTS J�B 1� 121175
INWi�CR12ED REPROOUCTIOi,WPVING,OR OT�ERVI�USE a' THIS DOCUENT IS
STRICTLY PRp11YliED�pD NfY 11iR111CiE1ENi TFEREUPdI M11Y BE SU�,IECT 70
LEGN. ACTIOa LIENT: - SHi. � DVG. t� SK-1 V: 3
i
26 OR 29 GA. GALVANIZE➢ METAL ROOF
PANELS FASTENEO TO RAFTERS W[TH LENGTH VARIES OEPENDING ON
I/4'xl' SDF'S WITH CONTROL NUMBER AND SPALING �F RAFTERS
SEAL 4ASHER e AVERAGE 6' �.C.
SPACING
1
5 12
`` Q 3
`24' 16 GF.�-LHANNEL
BRACE�ASTENEO TO SEE NOTES ,
RAFTER WITH C2) I/4'xl' (PAGE 3)
SDV"'S AT EALH EN➢ ' s FOR MF%1MUM
(4 PER BRACE) '�� SPACING
oi
�
u
2 in w 3
J
5 6
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION I
SCALE: 1/8' = 1'-0' SCALE 1/B' = 1'-0'
oe`',���E o J,e����O
e��v��`'\.�C��S O ��i
�o _ + : F�' ii
; ' ° :� r1�571 s
•� .
/ �
e
TS BOW RAFTER i �
' —� ° -a; 3l3�//S �
�� � o STATE OF
NO SCREWS I � � :
REOUIRE➢ IN �� 'I�i(� /� •
BOW END /9. ,,O�A��S� O^••O�•v�v�
/ .�,,o� ��i ���19AL��`�o
� °s °����eaeo�a�N��
�
� - I NIPPLE TO 3/16 TS POST
� • � � HASE RAIL
3/16
N m � MINIMUM 6' LONG, MINIMUM
� °la 14 GA., TS NIPPLE. SELURE
WITH (67 1/4'x1' SOF'S
I '
"' °I
u - o
� o� MINIMUM 6' LONG, oli 7S CONTINUOUS BASE RAIL
MINIMUM 14 GA.,
- TS NIPPLE.
� SECl1RE BOW
P o � RAFTER AND POST 1 ' � I-I I �_I
TO NIPPLE VfTH I i I I I-I I I I I I-i I I
m (4) 1/4'xP SOF'S 16 GA. U-CHANNEL BRACE I
CS' TO 7' RAFTER P�ST) -I I I-i I �-I I I-I I �
�R
i 16 GA.U-CHANNEL BRACE
(8' T� 14') RAFTER POST)
I
�,N RAFTER P�ST/
i ��°• BASE RAIL CONNECTION DETAIL
2 SCALE NTS
SECURE VI7H
! (4) ]/4'xl' SOF'S
� (EACH END)
(
TS POST
� unm:�:
BOW RAFTER/CORNER POST
1 C�NNECTION DETAIL
SCALE NTS
16 GA.U-CHANNEL BRACE
FASTENE➢ TO THE LEG ANO
2 1/4' RAFTER, VITH (2) I/4'xl'
SOF'S AT EACH END
(4 PER BRALE)
BRACE SECTION
SCALE: NTS
MOORE AND ASSOCIATES �A�1 BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. NECKED BY: PDN OPEN CARPORT
THIS DaUENT IS TFE PR�ERiY � I�iE AND ASSalATES, 11C TFE ,JECT MGR= VSM DATE= 8-21—I� SCALE� NTS JOB t� 12117S
t�►MUT�ORIZED REPRODUCiION,COPtrING,OR OT�ERVISE uSE OF THIS DOCUENT IS
STRICiLr PRO�IpITED�ND iwr I�s'RINGEMENT TtEREUPON w►r BE SuG�ECT f0
LEG�L �CTlda LIENT= - SHT. $ DVQ N� SK-I V� 3
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
INSTALL 1/2'x6' E%PANSIDN INSTALL 1/2'x6' E%PANSIDN
ANCHOR THRDUGH BASE RAIL qNCHOR THROUGH HASE RAIL
VVF OR FIBERGLASS WITHIN 6' OF EACH � W�dF OR FIBERGLASS VITHIN 6' �F EACH
FIBERS POST ALONG SIDES. CF�R LOH N[ND FIBERS POST ALONG SIDES. (FOR LOW VIN�
SPEEOS ANCHOR MAY BE INSTALLED AT SPEE�S ANCHOR MqY BE INSTALLEO AT
EVERV OTHER POST7 EVERY OTHER POST)
n
I I
I
° ° i a � ' a ° � n �i �
i '- ° ; � a GRADE � '� i � , GRADE
I A I —I I ' ` � <' I I� o �= II�II I II I I I I 4 a I li o i
� � �—� � �—� I g ., , P e ; a
� ,—i � a , i -
MINIMl1M 2 3/4' � I I_ MINIMUM 2 3/4' , I I=
. EMBEOMENT I o � — EMBE➢MENT j I a � —
CTYPJ _I — (TVP.) _I —
MONOLITHIC CONCRETE FOOTING I -I I—I I I�I I I— I I� M�NOLITH[C CONCRETE FDOTING -I I I I�I I I�I I I I I I I I i
(3000 PSI MIN.) REINFORCED -I I I— I I I I I (300�PSI MINJ REINFORCED I— I I
VITH (2) p4'S CONTINUOUS VITH (2) q4's CONTINl10lJS
1'-0' S 5/8' 1'-0' S 5/8'
CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
3A BASE RAIL ANCHORAGE 3B RAIL ANCHORAGE
SCALE: NTS SCALE NTS
MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE�
CONCRETE SHALL HAVE A MINIMUM SPECIFIED C�MPRESSIVE 2• ypSHERS
STRENGTH ❑F 3,000 PSI AT 28 DAYS.
COVER OvER REINFORCING STEEL� ToP oF ASPHA�T THROUGH BHEIBASEERAI�L ND
FOR F�UNDATIONS, MINIMUM CONCRETE COVER �VER REINF�RCING PpVEMENT OR SECURE TO ANCHOR EYE VITH
BARS SHALL BE PER ACI-318+ GROUND Sl1R�ACE � �/2• ➢IAMETER THRDUGH B�LT
3 INCHES IN FOUNDATI�NS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN C�NTACT WITH THE EARTH �R EXPOSED T❑ i �
THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. I � I—I I I—I I'I— I i ' —I I —I I I i I i—I I !—I I I—
REINFORCING STEEL� �—i I I—� � �—i I I-i ! I- ! i 1
BOX EAVE RAFTER GABLE END OPTION
<
�
I j
FLASHING iSEE NOTES =
CPAGE 3) __
FOR 3u
MA%IMUM w
SPACING � w=
�u
Q W
�J
' TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER
GABLE END ELEVATION GABLE END FRAMING SECTI�N
SCALE� 1/8' = 1'-0' SCA�E� 1/B' = 1'-0'
TS BO% EAVE RAFTER
i, 1 1/2'xl 1/2':2' 16 GA. CLIP
ANGLE SECURE TO B�% EAVE
' RAFTER AND GABLE RAIL
W/(4) 1/4'x]' S�F'S 2 ON
TS POST TOP, 2 ON HOTTOM
0
° `TS GAHLE RAIL
3/16
NIPPLE T� 1 I/2'xl 1/2'x2' 16 GA. CLIP
RAFTER 3/16 ANGLE SECURE TD RAFTER
P�ST AND GABLE RAIL V/C4)
1/4'xl' SDF'S 2 ON TOP,2
ON SIOE
MINIMUM 6' L�NG, MINIMUM 14 GA.,
TS NIPPLE. SECl1RE P�ST TO NIPPLE
WITH (4) 1/4'xl' SDF'$
�TS POST
BOX EAVE RAFTER GABLE RAIL TO
4 RAFTER P�ST CONNECTION DETAIL
SCALE+ NTS
`,��va�eet�ras�s�0
,�e��� S. IUjO �O�e
�0�����.•�\G��S�O'����o
��� R!o 17 �
� o
� e
-�� 3/ �/iS =
= ',• �Tl��E OF �����
T'. . �
�i����.;� p R 1 O��\����
��'oi���'fV A��E�OV°��
MOORE AND ASSOCIATES DRAVN BY= JRS BE[1NETT BCJILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED BY= PDH OPEN CARPORT
TNIS DOCUENT IS T►E PR�ERiY� I�tE iWD ASSOCI��ES, I�t r� OJECT t�GR: VSN DnTE= 8-21-1� SCaLE= NTS .AB N� 121175
uWli�qRIZED REPROOUC710i.COPtrinf,,at OT�ERVISE NSE a' TNIS DOCUENT IS
STRICiLr PRONI�ITED iwD�M' I�i'RINGEMENT f�EREUPON w�r pE SU�,IECT TO
LEG�I. nCT10u LIENT= - SNT. 7 DVG. t� SK-1 V: 3
i
BOW RAFTER GABLE END OPTION
<
e
I
FLASHING ISEE NOTES
CPAGE 3) �_
FOR 3�
MAX7MUM w
SPACING � w i
�u
Q W
�J
TYPICAL BOW RAFTER TYPICAL BOW RAFTER GABLE
GABLE END ELEVATION END FRAMING SECTI�N
SCALE 1/8' = 1'-0' SCALE� 1/8' = 1'-0"
TS BOV RHFTER
1 I/2'zl 1/2'x2' I6 GA. CLIP
ANGLE SECURE TO BON
RAFTER ANO GAHLE RAIL
V/(4) V4'xl' SOF'S, 2 ON
T�P, 2 ON BO7TOM
1 1/2'xl 1/2'x2' 16 GA. CLIP TS P�ST
ANGLE SECl1RE TO RAFTER
P�ST AND GABLE RAIL V/(4)
1/4'xl' SOF'S, T�P AND
0
BOTTOM
a }
MINIMUM 6' LONG, MINIMl1M 14 GA., `TS GABLE RAIL
TS NIPPLE. SECURE BOW RAFTER
ANO POS7 T� NIPPLE VITH (4)
1/4'xl' SOF'S
TS POST
BOW RAFTER GABLE RAIL T�
4 RAFTER/P�ST CONNECTION DETAIL
SCALE� NTS
e�,o��1E�S'�MO��Oo
.... � °�e
` ••C •
``�°�?�.•�� E N 3�:•.;9 .
� ;F �.
� ' No 17� '_ %
• • �
� ° �
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' �`• l/4`��-•
�
.
°a: 3/ �/�� ?g�
� ' STAT� OF :��
�i� '
. �/s
���'��s'�-C`.� O R 1��'�G\=�`s
0�o,0's,��A,��o,`,
MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BLTILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. HECKED BY: PpH OPEN CARPORT
TNIS DOCUEMT IS 7�f PROPERiY OP rOORE �ND�SSOCIATES, INC. T�E OJECT MGR= VSM DATE= B'21-1� SCALE� NTS .AB t� 12117S
1Rw1T�ORIZED REPRO�uCiIdL COPtINC,,OR Oi�ERVISE USE OF iHIS DOCUENT IS
LERr'I�CT�T�Ii1TED iwD kn IKRIt�GEMENi T�EREUPON w�� pE SUl.IEtT i0 ��ENT: - SHT. 8 DVG. t� $K-1 V� 3
BOX EAVE RAFTER OPEN CARPORT
EXTRA SIDE PANEL OPTION
6 OR 29 GA.GALVANI2EU METAL RODF
AN➢SIUE PANELS FASTENE➢ TO PURLINS
AND POSTS VJITH I/4'xl' SDF'S WITH
LONTROL SEAL WASHER E AVERAGE 6'
� O.C. SPACWG
4 \
wo`Nw,^^ `2q• �6 GA.U-CHANNEL
XVId'rfA
a� BRACE FASTENEO T�
W Q�6 J RAFTER'WITH (2) 1/4'zl'
a��°�j SDF'S AT EACH END II
�wio� (4 PER BRACE) I
woa�o
> 2
4
TYPICAL RAFTER/POST FRAME SECTION - EXTRA SIDE PANELS I
SCALE� 1/8' = 1'-0' �
BOW RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION
26 OR 29 G0.GALVANIZED METAL ROOF -
AND SI➢E PANELS FASTENEO TD
RAFTERS ANO POSTS WITH 1/4'xl' SDF'S �
WITH CONTROL SEAL VASHER 2
1 AVERAGE 6' O.C.$PACING
5
ti
w:w Q N 24' l6 GA.U-CHANNEL
N�-y HRALE FASTENEO TD
w a� RAFTER VITH (2) 1/4'x1'
Q F y a� SOF'S pT EACH ENO
�W W�4 (4 PER BRRCE)
�°�o
joa� 2
5
30'MAXIMUM RAFTER SPAN
TYPICAL RAFTER/POST FRAME SECTION - EXTRA SIDE PANELS
SCALE� 1/B' = 1'-0'
FLASHING
(OPTIONAU - 6�
N -
W
Q -_ -
� -_
�PTIONAL 6'
WALL E%TENSION FLASHING
I 30' MAXIMUM RAFTER SPAN I T� MATLH ROOF I (OPTIONAL)
r�
LENGTH VARIES OEPEN�ING ON
NUMBER ANO SPACING OF RAFTERS
�
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS EXTRA SIDE PANELS
SCALE: 1/8' = 1'-0' SCALE� 1/8' = 1'-0'
��o9�e���¢�r�'�s
,��o��EO S. IQ,I�°,sv
.
m�0,,��.•�\c E N S�•���aAo
. .
=� ; P!o 797 �
:�r�
P
"0^ �J !�/S ° �
�,
0�0°.� �TATE OF �,��o
,� eo
��sF�'•� OR1oP•' \���
,����eo�NA�L'E��°`.
MOORE AND ASSOCIATES DRAVH BY= .x2S BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. HECKED BY: PDH OPEN CARPORT
THIS DaUEMi IS TFE PR�ERiY�' I�tE AND 11SSa111TES, t►�C. tHE OJECT MGR= VSM DATE� 6-21-1� SCALE� NTS JOB � 12117S
u�WlT�RIIED REPROOUCilO4 COPrlti�,OR OTtERVISE USE OP 7NI5 DOCUENT IS
LER��T�IBITED iwD iwY UiRINGE�ENT i�EREUPpN w�r BE SU�,IECT t0 LIENT= - SHT. 10 DVG. N� SK-1 V: 3
BOX EAVE RAFTER VERTICAL ROOF OPTION
26 OR 29 G11. GALVANIZE➢METRL ROOF
PANELS FASTENEO TO PIJRLINS WITH
1/4'xl' SDF'S WITH CONTROL
SEAL VASHER 2 AVERAGE 6' D.C.
SPACWG
1
4 12
Q 3
12
Q 3 0.836'-18 GAUGE
FURRING CHANNEL 24' 16 GA. U-CHANNEL
(PURLIN) BRACE FASTENED TO i
FLASHING RAFTER VITH (2) 1/4'xl' �
SDF'S AT EALH ENO �'
(4 PER BRACE)
w
J
JC
Q
Y
2
4
I30' MA%IMUM RAFTER SPAN I
r TYPICAL END ELEVATION TYPICAL SECTION
VERTICAL ROOF VERTICAL RDOF �PTIDN
SCALE+ 1/6' = 1'-0' SCALE 1/8' = 1'-0'
0.836'-18 GAUGE FURRING CHANNEL SPACED NOT HORE
THAN 4'-0' �.C. AND FASTENE� T� EACH RAFTER VITH
(2) 1/4'Xl' S➢F'S
LENGTH VARIES OEPENDING ON
NUMBER ANO SPACING OF RAFTERS
� I I I I 1 i I� i il�I' I'. �I� �i I I �I��I'i I
�I�II II I IIi'I�I i'I I! I�'I I lII I� III I IIII ��`' I�,II II II � III II �I � b' 6•
�I��I Iiill i� I,I�I I,II� I� IiI�!I II Ii I�II li IiI� �Ii,II�IIII I!I, II II III III �II ' see NorEs
(PAGE 3)
6, F�R MAXIMUM
SPACMG
FLASHING
3
6
I LENGTH VFRIES OEPENOING ON I
NUMBER AND SPACING OF RAFTERS
r'
TYPICAL SIDE ELEVATION TYPICAL FRAMING SECTION
VERTICAL ROOF VERTICAL ROOF OPTION
SCALE 1/B' = 1'-0' SCALE 1/H' = 1'-0'
`0�����1�0 0 B�B�BSd,.P
�°�+y�'GE�tS���d°�
`o��,� . . s .
�° o� �\ �• •�� ��° -
: : i�o 5a17 '; = �- _
.� m
r�� ° 0.836'-18 GAUGE � `�`
�' • • Fl1RRING CHANNEL RAFtf$� _
3/3 i t� =�4
-o' :�� �
� � STA�E �F ,(�� ROOF PANEL ATTACHMENT
''OOi(��•.�� ��,QPi' \�,�` CALTERNATE F�R VERTICAL RDOF PANELS>
✓AS�e��i�0.���' ��,� SCALE� NTS
�
��ei���
�
MOORE AND AS SOCIATES DRAVN BY: JRS BENNETT BLlILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. tIECKED Btr= PDH OPEN CARPORT
Tx15 DO[uEai IS iEE PROPERir pi x00RE rwD�SSOCUTES, INC. TtE OJECT MGR: VSM DATE� B-21-14 SCALE= NTS JOB N� 121175
UNMlT�RIZED REPRDOUCiION,COPrING,OR OTFERVISE USE OP TNIS DOCl1ENi IS
LERr,1�CT�T�IBITED�ND�M' ItiRINGENENT ixEREUPpi w�r BE SUiJECT TO ��ENT= - HT. 11 DVG. P� SK-1 V. 3