HomeMy WebLinkAbout15-16461 ;i
CITY OF ZEPHYRHILLS
'' - 5335-8TH STREET
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BUILDING PERMIT
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� PERMIT INFORMATION LOCATION INFORMATION
� Permit Number: 16461 Address: 5011 9TH ST HISTORIC
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-21100-0100
� Improv. Cost: 1,362.85 OWNER INFORMATION
Date Issued: 7/23/2015 Name: NAVARRO DANIEL & JENNIFER F
Total Fees: 67.50 Address: 5011 9TH ST HISTORIC
' Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Date Paid: 7/23/2015 Phone: (813)629-0094
Work Desc: 12 X 21 CARPORT-APPRV HO �
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 67.50
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Ins ections Re uired
FRAME
SHEATHING ,/
FINAL � - I�(S
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 followi�g 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� 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.
C RACTOR SI ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTIHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTIOiN - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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Ci of Zephyrliills
BUILDING PLAN REVIEW COMMENTS `
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Contractor/Homeowner: � GJi'ln� � �' �v(p� �.��.�/'�lC'vGt-o'y'd
� Date Received: _ °J- �—1 J�
Site: �(� ��
Permit Type: ���QQvi ��-�r-� �Zj� Z/
Approved w/no comments:❑ Approved w/the balow comments: L� Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit an r plans.
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Kal ' Swrtzer s Exanuner Date Co a r omeowner \�
(R �red whe comments are pr ent)
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813-780-0020 City af Zephy�hills Permit Application Fax-813-780-0021
, Bufld�ng Department
Date Received _ --- p ne Canta �for Pemtlttie -
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Owner's Name C.t !Q � �� ��� Owner Phone Number 0 1 J �
Owner's Address �� � � �. " Owner Phone Number
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Fee Simple Titleholder Name �i� Q V (J!(sdwner Phone Number � �
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Fee Simple Titleholder Address ~ �'" ��J 1 �
' JOB ADDRESS "(�j . �e � Vll� 1"` � � LOT# � �
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suBaivis�oN � ��_---_� PARC�L ID# ��Z �2� � �i 6 —�f i oo ° c;ft� �
WORK PROPt}SED , N�nr coNStR ADD/A�.T � SIGN NED FR,�dM PROPERTY TO ricEl DEMOI,iSH .
� INSTALL � REPAIR , _
PROPOSED�USE Q SPR Q GOIUI(t+� Q OTHEFi
TYPE OF CQNSTRUGTION [� BLOCK Q FRAM� [� STEHL �-
DESCRIPTION OF WORK 4..�� �Y -
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BUtLDING SIZE SQ F001"AGE 2, � Z HEIGHT � �
' �—'1°L�«�i��'" � VALUATtON OF TOTAI CONSTRUCTION
1 �31�� :�
QEL�CTRICAI. - � � AMP SSRV CE � PRQGRESS ENEFtGY Q W.R.E.C.
QPI.UMBING r$ �/��'�1� _^p}i
L�.� � � ��,,,r(,I.CJ�
QMEGHANICAL $ VALUATI4 OF MECHANICAL INSTA�lAT10N ( t J�`" t _,A (�-P�
L'� ��r�..,,
QGAS Q E2QQFING. Q SPEC► TY [� QTHER � 'Y`�- C���
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FINISHED FLOOR ELEVATIONS FL.00 20NE AREA QYES NO
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-- �F9EL-DER : - - , � - -- - - COMPANY • �I __ - - = - - __
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N -
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Address I Ltcsnse# � , �
ElECTRICIAN COMPANY
SIGNATURE RE�ISTEREb Y/ N FEE CURRE� Y/N
Address � L(cense# �� �
PL1lMBER � . � C�MPANY
SIGNATURE I REGISTERED - Y/ N FEE CURRE� Y/N
Address � i.icense# � �
MECHAt+11CAL • COMPAt�EY
SIGNATURE REC�ISTERED Y/ N FEE CURRE� Y/N
Address ` I License# �� ��
OTHER COMPAi�lY - .
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
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Addres� � license# �� �
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RESlDENTIA� Attach{2}PI6#P1ans;(2}se#s.bf�Build]ng Ptans;{i}set of Enerc,}y�Fonns;R-O-W Perinit for new c�onsttuction,
Minimum ten(10)working`days after submittal date. Required onsite,CansWction Plans,Stormwater Plans w/Silt Fence instailed,
Sanitary FacillUes.&.1 dumpster Site Work�Pertnit for su6divislons/large projects
C4MMERCIAL Attach(3}comple#e sets of.Building�Plans plus a"L[fe S�fety Page;{1}set af Energy Farms.R-O-VY Perm9t for new canstruction.
Minimum ten(10)wo�lcing days after submittal date. Required onsite,Canstrucdon Plans,Stormwater Plans w/Silt Fence instalted,
Sanitary FaciliUes&1 dumpster.Site Wark Permft for a�l new prajects.-All commercial requirements must meet compliance
SiGN PERMET Attach{2)ss#s of Engtneered=Plans. -
«««.PROPERIY SURVEY required for all NEW construction.
Dlrectlans:
FIII out applicaUan completely.
Ownec&ContracMr sign back of app{icatlon,notarized
If over:625d0,a Natice of Commencement t�required. {AtC upg {des over ST500)
" Agent(far ttie contractor)or Pawer of Attomey.(for th,e`o"wrie�j would;ble someane with nota�ixed letter from owner autho�izing same-- •- ��-'
dVER THE COt3NTER PERMt'iTiNG (Frunt of ApplicatiomOniy}• -` . .. ` ,- t . - ,
Reroofs if shingles Sewers Service'Upgrades AI.C� � Fences�(PIoUSurvey/Foatage) _ � ' ' - :. .
' - ' - , ' °i' ., y ,' - ' . ' ' .
Driveways-Nat over Caunter if on`putilic roadways::needs ROW j � _ � „ .. _ - .. " -
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NOTICE OF ClEED RES'�RICTIOMS: The underslgned under.�ta�ds°rth�t this:,pe�mlt.may be,subJect to°deed"restrCctions"� � `;
� which may be�more',[est�ictive�th�In Counly-�egulatCans. �The underslgned'assuriiies respansibility�for°coiiipllance�witFi`any
> appiicable deed restrictions. , ��
' UNI.iCENSED CONTRACTCfRS .AND CONTRACTOR RESPON�IBIEITIES:� {f the awner~has hired a canfractor or
contractars ta undertake worlc, they may.be,cequlred•:to be,itcensed In.acco�danae.wtth state.and•local regulatfons.�!f the � _
contractor Is not !(aensed as�requUed'�6y latiu� bath the awner and�cQRt�acto�-n�ay be-cited�for�a misdemeanor vlolatlon
unde� state law. If the owner or intended cantractor are;unc��tain as ta what Iice�sing.requirements.may�appiy:far�the - �
,
intended work, they are advised#o contact the Pasco County Buitiitng�Inspection Division--[:Icensing Section at 727-8d7-
8009. Furthermore, i# the owner has hirecl� a confracfcir ar confraators, he is acivised ta have the contractor(s} sign ,
portlo�s ot the °ca�tractor Biock" gfi thls appllcatlon for whlch they wllt be.responsible...lf you,-as.#he owner'sign�as tlie ' .
contractor, that may be an lndication that�he Is not.praperly Ilcensed and ts nat entlNed`to permitting privtleges in Pasco
County.
' TRAN5PORTATiOtV IMPACTIUTiCiTiES-(I�PAGT ANt�-RESOURCE RECOVERX FEES: The undersigned unde�stands
that Transpartation lmpac#Fees and Recaur.�e Recove.ry�.Fees may��.epp�y ta�the cons#ruotion of new buildings,;change of� �' �
ase in existing buildings, o�.expansion-of=texisting:�6uildings, as spec�ied in Pasco�County Ordinance number 89-OT and
8Q-O7, as amended. 7he undersigned alsa:understands; thaE�such fees��.as��may��e.due.,wiil:be Identified at the3time of - J
pe�mitting. !t is furt'er understood that Tra�spbrtation_Impact Faes and�Resource Recauery°'Fees,must be paid prior to
receiving a "certlticate of accupancy" or flnal powec.release. :If�the project;does.nat Invalve:a�certtflcate of occupancy'or � -
� final power release; the fees mu�t be�paid prtor to permi# tssuance. Fu�thermore��ff Pasco County�lNater/Sewer Impaat - °
fees are due,they�must be�paid.priar ta p�rmlt•issuance-in,accordance witt�arppiicabfe Pasco County ordinances.
CONSTRUCTION IiEN l.AW(Cha�pter 713� Elaricta�tatutes�as amended): ff vatuat�an af wartc is$2,500.00�or more; 1 .
certify that I, the applicant, have.bsen provlded with� a-copy�-�f�-the �Flarida- Consttvctlart Cien Law�-Hameowner's _
Prokectfon Gutde" prepared by tFie Florida Departmenf of Agriculture and ConsumerAffairs. If ths appllcant is someane ; �
other than the"owner", I certify that I have.obtained�a copy.of the.above..desaribed document;and.pror�ise ln.good falth to � �
deliver it ta the.°ownec*�prior#o�cammencement�: ' "" -
�ONTRACT{3R'S/OWNER'S�►�F1DAVIT: 1 certify;that..aii the:inf.ormation in thls application is accurate and that ail work
wil! be done in compllance with a11.appticabfe�laws regutatfng constfuctton, aoning and land development. Appticatian ts
hereby made to obtain .a permit Co do_worl� and instaqatlon as indl�eted: '! certlfy�that no work��ar instaHation has
commenced pr(ar to fssuance of a permit and that.all work wiU be performed ta meet standards of all laws regulafing�
construction, County and City codes, zoning regulatians, and land deveiopment cegulaQons�tn the jurlsdict(on. I also
certify#hat I ucrders#and that the reguiations of ather government agencies anay�apply�to the intended work, and that it is
my responsibility#a identify�what:actions i must take.to be,In.compiiance. Such agenctes.tnctude but-are.na#timited tb:
- �eparEment of E�vironmental Protection-Cypress:'Baylieads; CNetiand Areas and E�vironmentaliy Sensitive
Lands,Waker/Wastewater Treatment.
- Sauthwest Florida W�ter Management ..Districk-Wells, Cypress.� 8ayheads� Wetland Areas� Altering
Watercau�ses. -
- Army Carps of Engineers-Seawalls, Docks, Navfgabte Waterways.
• - Department of Heaith 8 Ret�abititative ServfceslEnvironmental Heatth Unit Well.s, Wastev�rater Treatment,
Septic Tanks. � , ,. _
- US Environmental Prokection Agency-Asbestas abatement. . , _ _ , �
- F'ederal Av(ation Authority-Runways. . �
1 understand#hat the foliowing,restrictions appty to the use of flli:�
� _ Use of fifl is not aliowed in Fload Zone"V"uniess expressty permittad.
!f the fril ma#e��ai is to be used:in :Fbod Zacte. "A", It. is understoad -that�a drafnage plan addressing a
°cvmpensating valume" wi!! be subr�ltted at time of permitting w6ich Is prepa�ed by a professional englneer i
licensed by�he State of Florlda. ,
- if the fill materlal is to be used In Fiood Zone °A° in>connec�ian with.a�permitted building using stem wa!! �
canstruction, I certify that flil<wili:be used only.to.fiQ the area wlthln the s#em�wall.
- ff filt material is to be used in any area, i certify fhat .usa. of�such fill wili not adverseiy affect adjacent
p�opertles, if ttse of fili is fot�nd to aciverselyr�ffect adJaeent�prapertfes,.the awner may be cifed fon.viof�ting
the conditions af the building.permiE Issued under the attached`permit appiioatton, for=3ots less than one (1)
acre whtch are,elevated by flll,art engtneered drainage"plan Is requtred. •
If 1 am the AGENT I�OR THE.OYVNER, I;:prorrtise in good faith to inform#he awnerof the permitttng condtt(ans set forth In
this atfidavit prior to commenaing cans#ruation. I�underst�ond thst a-sHparate permit may be required for etectrlcai work,
plumbing, signs, weils, poals; air conditlaning..g�s� or other. Install�tions no�•speci�calty inciuc#ed-in the apptication. A '
, permlt Issued shal! be aonstcued#o be a Hcense.to proceed wlth the work and not as:authority to.violate� cancel, slter; or ,
set aside any provisions of the technical.cod�s; nor sha!!Issuance�af a.permlt.pcevent the 8uAd4rig 0#�lclal from Ehereafter
requiring a co�rection.nf errors ln plans, construction or vlalat(ons of any codes. Every p�etmlt Issued shall become invalid
unless the work autho�zed.by such permit.�s.commenced•within sGc m.onths of permit issuance, ar if uvo�k authorized by ,
the permft is suspended or.abandoned for a:period of six{�}montT�s:after the#ime#he�wot'k is cammenced. An extensian
may be requested, in wrlting� from the 8uflding.Qf�cfal far a peribd not�to exceed ninety(90} days and wiii demanstrate __
-- -justl�able_cause-for<�he.ext�ens�onti--lf�oak�e�se�:for�i��ty 499��c�e�s�c�at4�e day.s;:.th�p�b�i�-cvnsfidere�abandoned:�__� -
WARNING TO OWNER: YOUR.FAILURE�TO.,REC.CIRQ A NCITICE;OF�COMMENCEMEI�T MAY�RESULT IN�YOUR
PAYING TWiCE�OR IMP _ . MEN�'S Tfl.YOUi�PROPERTY. IF�YO.U�tN D�'TQ°O TAIM�FIN�►N�ING;�CONSULT
WIT UR M A RN F E� ECO �1 G�°Y�U ' "C�F�� •�' � E CE�
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STRUCTURAL DESIGN
OPEl1� CARPORT
MAXIMUli�I 30'-0" WIDE 14'-0" EAVE HEIG�IT- BOX EAVE
FRAME ND BOW FRAME
2 August 2014 �
� lae�•ision'3 ��V(����,
A'I&A i roject No. 121175 ClTy Q� ��� � ��— (Sr
P�q�S ��M�'�'HILLS
• repared for:
E������ J
l�•Z . Danny Lo�very�
Presid nt- Steel Structures
1660 ixon Airline Road ALL WQ�{SHALL COMPLY WITHAL
Aug sta, Georgia 30906 p�VA��G CODES,FLORIDA BUILDING
CODE,NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHII,LS OR��r�rC�
Prepared by�:
Moore and Associates Engineering and Co�sulting, Inc.
' 1�09 East Avenue
Nort � Augusta, SC 29841 `ao�o'����+aj�o�����
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MOOR� ANO ASSC7CtATES �o:.s ��',qTE OF .:�W:
BNCs.N•EF11NG AIVD G�NSl3LTlhi;� � �
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MOORE AND ASSOCIATES DRAVN BY� JRS BENtiETT BUILDING SYSTEMS,LLC I
OPEN CARPORT
ENGINEERING AND CONSULTING INC. ►�cKEO sY: Pn� PE SEAL COVER SHEET
�
�
THIS DOCUENT IS TtE PR�ERir OP MOORE iwD�SSOCUiES, 1►G 7EE I O.IECT MGR� VSM DATE� 8-21-1� SCALE� NTS JOB t� 121175
UtMUT�tt1ZED REPROWCfION,COPrING.OR OTtERVISE uSE OF THIS DOCUENT IS
STRI[TLr PROEII�ITED 1WD�Nr IniRIMGE�ENT TFEREUPd/MAr BE SuS.�ECT I f0
�EWI �tilo� LIENT= - SHT. 1 DVG. Pl� SK-1 V: 3
i�
DRAWING INDEX
SHEET 1 PE SEAL C�VER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS
SHEET 4 TYPICAL RAFTER/P�ST END AND SIDE FRAMING SECTIDNS AND CONNECTION DETAILS CH�X EAVE RAFTER)
SHEET 5 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOW RAFTER)
SHEET 6 BASE RAIL ANCH�RAGE ❑PTI�NS
SHEET 7 BOX EAVE RAFTER GABLE END ❑PTION
SHEET B B�W RAFTER GABLE END ❑PTI�N
SHEET 9 BOX EAVE RAFTER EXTRA SIDE PANEL ❑PTION
SHEET 10 BOW RAFTER EXTRA SIDE PANEL ❑PTION
SHEET 11 VERTICAL ROOF OPTION END AND SIDE ELEVAT ON AND SECTIONS
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MOORE AND ASSOCIATES DRAVN BY= JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED Btr: PDH OPEN CARPORT
iHIS DOCUENT IS TfE PR�ERT11 Oi' IOORE �ND�SSOCUfES, Irt iHE I .IECT l�,R: VSM DATE= 8-21-1� SCALE� NTS JOB N� 121175
� uwWT�RIZED REPROOUCTION,COPrING,OR OTEERVISE USE Oi' TNIS DOCUENT IS
STRICTLY PROii1�IiED�wD�wr 1►iRIriGEMEMT THEREUaON w�r BE SUBJECT f0
LEG�I KT�pi. LIENT= - HT. 2 DVG. tJ� SK-1 V� 3
�
� BOX EAVE FRAME RAFTER ❑PEN CARPpRT (Sheets 4, 6, 7, 9, AND 11)
- - --- - - -- -
�FLASHING
6'
FLASHING
I LENGTH VARIES DEPENDING ON I 30' MAXIMUM RA�TER SPAN I
NUMBER AND SPAC[NG OF RAFTERS r'
r
TYPICAL SIDE ELEVATION-H�RIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL RDOF
SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-0'
� BOW FRAME RAFTER OPEN CARP�RT CSheets 5, 6, 8, AND 10>
=—— — — — LFLFSHiNG
6'
�FLASHING
(OPTIDNAL)
���`��tat�t ooei
` N� �' �'�i
�s � ...e.. Q s
I LENGTH VARIES OEPENDING ON • e��� ^• ��S'�
I 30' MA%IMUM RA�TER SPAN �� •Y� � • .s�,�
NLIMBER AN➢ SPACING OF RAFTERS r �m� \�
r � �: �Q � �
o� �
i
TYPICAL SIDE ELEVATI�N TYPICAL END ELEVATIO -fy� ��� I : ,
SCALE iie• = i--o' SCALE iie• = i•-o• o • �AT� � ' �q
:Ca� : ��
INSTALI.ATION NOjES AND SPECIFICATIONS °.�''•'�� P,.•.•�yw:e
° RI P\ o
1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT ST UCTURES. �s,S���S� o�A'��e •�v9��
Z. DESIGN WAS DONE IN ACC�RDANCE WITH THE 2010 FLORIDA BUILDING CODE CFBC) WITH 2O12 SUPPLEMENT AMENDMENTS, SII �N+►�' ,,0�0
2006 INTERNATI�NAL BUILDING CODE (IBC), 2009 IBC AND 20 2 IBC. g�BAQE��l1 ,
3. DESIGN LOADS ARE AS F�LLOWS•
A) DEAD L�AD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) SNOW L�AD = 20 PSF
4. LOW ULTIMATE WIND SPEED 105 T❑ 140 MPH (N�MINAL WIND SPEED B1 T❑ 108 MPH)� MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET
5. HIGH ULTIMATE WIND SPEED 141 T❑ 170 MPH CN�MINAL WIND SPEED 109 T❑ 132 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET.
6. RISK CATEGORY I.
7 WIND EXP�SURE CATEG�RY B.
B. SPECIFICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL P/�NELS FASTENED DIRECTLY T❑ 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS)
FRAMING MEMBERS. I
9. AVERAGE FASTENER SPACING ON-CENTERS AL�NG RAFTERS �R PURLINS, AND POSTS (INTERIOR �R END) = 6 INCHES.
10. FASTENERS CONSIST ❑F 1/4'-14x3/4' SELF-DRILLING FAST�NER (SDF), USE CONTR�L SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS APPLICABLE �NLY F�R MEAN ROOF HEIGHT bF 20 FEET ❑R LESS, AND R�OF SLOPES �F 14' (3:1z PITCH) ❑R LESS SPACING
REQUIREMENTS F�R ❑THER RO�F HEIGHTS AND/OR SLOPES M' Y VARY
11. GROUND ANCH�RS CONSISTING OF t#4 REBAR W/WELDED NUT x 24' LONG MAY BE USED F�R LOW WIND SPEEDS ❑NLY
12. GR�UND ANCH�RS SHALL HE INSTALLED THROUGH BASE RAIL WITHIN 6' ❑F EACH RAFTER POST ALONG SIDES FOR HIGH WIND, EVERY
❑THER P�ST FOR L�W WIND.
13. ❑PTIONA� BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS.
MOORE AND ASSOCIATES . �A�N sY: .�s BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� 11V�C. HECKED BY: PDH OPEN CARPORT
rNIS GOCUENT IS TtE PROPERTr OP �OORE �wp�SSOCI�TES, I�G r�E I OJECT MGR: vSM DATE� B-21-14 SCALE� NTS JOB t� 121175
tNWT�RIZED REPRODUCiION,COPYIt+G,OR OitERVISE lfSE 0� iHIS OOCIIENT IS
LER`,I�CT�T�IBITE��ND iWtt IKRInGE�ENi itEREUaON w�r BE SuB�ECi TOI LIENT: - HT. 3 DVG. N� SK-1 V� 3
26 �R 29 GA.GALVAN[2E� METAL ROOF
PANELS FASTENED TO RAFTERS W[TH LENGTH VARIES OEPENDING ON
1/4'xl' S�F'S WITH CONTROL SEAL NUMBER AND SPALING �F RAFTERS
VASHER B AVERAGE 6' D.C. SPACING _
1
4 12
Q 3
SEE NOTES
— (PAGE 3)
FOR MAXIMUM
24' 16 GA.U-CHANNEL u SPFCING
BRACE FASTENED TO W
' RAFTER VITH (2) 1/4'xl' s
SDF'S AT EACH ENO t�
' (4 PER BRACE) �
Jf
z f 3
4 6
TYPICAL RAFTER/PpST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-0'
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iu m I MINIMUM 6' LONG, MINIMUM 6' LONG, MINIMUM
MINIMUM I4 GA., 14 GA., TS NIPPLE. SECURE
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MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BLTILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED BY: PDH OPEN CARPORT
ixlS DOCUENT IS TNE PROaERir pi' MOORE iwD�SSOCUTES, InG THE I p,�CT MGR: VSM pATE= B-21-1� SCALE= NTS JOB t� 121175
U�WJTt�RIZED REPRODUCiION,COPYING.OR OTE£RVISE USE OP THIS DOCUENi IS
STRICT�r PRONIp1iED�ND�wr I�i'RINGE�EMi i�EREUPdr w�Y BE SUBJECf i0l
�ECr� �crlaa LIENT= - SHT. � DvG. N� SK-1 v.= 3
26 �R 29 GA. GALVANIZE➢ METAL RODF
PANEIS FASTENEO TO RAFTERS WITH LENGTH VARIES ➢EPENOING ON
1/4'xl' S➢F'S WITH C�NTROL NUMBER AND SPACING OF RAFTERS
SEAL WASHER @ AVERAGE 6' O.C.
SPAC[NG
1
5 12
Q 3
�24' 16 GA.U-CHANNEL
BRACE FFSTENE� T❑ SEE NOTES
RAFTER VITH (2) 1/4'xl' CPAGE 3)
$➢F'S PT EPCH EN➢ � s FOR MAXIMIJM
(4 PER BRACE) '�� SPACING
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5 6
TYPICAL RAFTER/POST END FRAME SECTI�N TYPICAL RAFTER/POST SIDE FRAMING SECTION
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MWIMUM 14 GA.,
TS NIPPLE.
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P o RAFTER AND POST � I ;--! �i � i � I � I
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SCALE NTS
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1 CONNECTION DETAIL
SCALE NTS
16 GA. U-CHANNEL BRaCE
FASTENE➢ TO THE LEG AND
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SDF'S AT EACH END
(4 PER BRACE)
BRACE SECTION
SCALE NTS
' MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED BY: PDH orErr cnxroRT
THIS DoCUENT IS i►E PROPERir 0� �bORE �wD�SSOCI�TES, InC TxE p,�CT MGR= VSM DATE� 8-21-1� SCALE� NTS JOH t� 121175
UtMUTHORIZED REPRODUC710N, COPVING,OR OT�ERVISE USE Oi' THIS DOCUEN7 IS
SiRICi�r PaOHIBItED iwD rwr IriRINGEMENi iNEREUPON w�r BE SuB.[Ci i0
LECr�L �CTId+. LIENT: - SHT. 5 DVG. Ntk SK-1 V� 3 ,
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
INSTAL� 1/2'x6' E%PANSION [NSTALL I/2'x6' EXPANSION
ANCHOR THROl1GH BASE RAIL ANCHOR THR�UGH BASE RAIL
WVF OR FIBERGLASS VITHIN 6' OF EACH WVF OR FIHERGLASS VITHIN 6' OF EALH
FIBERS P�ST ALONG SIDES. CFOR LOV WIND FIBERS P�ST AL�NG SIDES. (FOR L�W NIND
SPEEDS IINCHOR MAY BE INSTALLE� AT SPEEOS ANCHOR MAY BE INSTALLED AT
EVERY OTHER POST) I EVERY �THER POST)
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--1 I I—I I I—I I I— I I- -1 I I�i I I I—I � I�I� � �_
MONOLITHIL C�NCRE7E F�OTING MONOLITHIC CONCRETE PDOTWG �
<3000 PSI MIN.) REINFORCED -I I I—I I I I I I (3000 PSI NIN.) REINFORCED I—I I I
VITH (2) p4'S CONTINUOUS VITH C2) q4's CONTWU�U$
1'-0' S 5/B i 1'-0' S 5/8'
C❑NCRETE MONDLITHIC SLAB CONCRETE SLAB BASE
3 A BASE RAIL ANCHORAGE 3 B RAIL ANCH❑RAGE
SCALE NTS SCALE NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4' MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4'
GENERAL NOTES
CONCRETE�
C�NCRETE SHALL HAVE A MINIMUM SPECIf IED C�MPRESSIVE 2• VASHERS
STRENGTH ❑� 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL� DR«� 5.8• o�^METER Ho�E
T�P OF ASPHf+LT THROUGH THE HASE RAIL AND
F�R F�UNDATIONS, MINIMUM CONCRETE COVER OVER REINFORC NG PAVEMENT OR SECLIRE TO ANCHOR EYE VI7H
BARS SHALL BE PER ACI-31B GROLIND SURFACE � 1/2' OIAMETER THROUGH B�LT
3 INCHES IN F�UNDATI�NS WHERE THE C�NCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH ❑R EXPOSED TO - � i i �--� � �---i -- , -- �_;
THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. ; II.—I ' -� �--� � I - II I � � � I !—: I � -III
!i--i � , i � - � i - �-1
REINF❑RCING STEEL� I=! I ;—., i ;_-_; I ' i ' I �---���—� ; ;--- � ;—i
I � '--�
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THE TURND�WN REINF�RCWG STEE� SHALL BE ASTM A615 GRFjDE I, I- I ' I, —I I -� I _-I I I ' I � I I—I I
60. THE SLAB REINF�RCEMENT SHALL BE WELDED WIRE FABRI� - II—I I�-�__I II � I---I _I� i !
MEETING ASTM A185 ❑R FIBERGLASS FIBER REINF�RCEMENT j j--� I -� i - ' —� � � - �' II
REINFORCEMENT MAY BE BENT IN THE
i ---� � I-_� I �__� , I-_ , � I--� ! �--1 � 1=__I ,
SHOP OR THE FIELD PROVIDED� Ts CONTINUOUS
1. REINFORCEMENT IS BENT C�LD. BASE RAIL
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE ❑F THE
BAR, IS NOT LESS 7HAN SIx-BAR DIAMETERS. DOl1BLE HELI% EYE PNCHOR
3. REINF�RCEMENT PARTIALLY EMBEDDED IN C�NCRETE SHALL NOT CSEE NOTES BELOV)
BE FIELD BENT.
HELIX ANCHOR NOTES�
1. FOR VERY DENSE AND/�R CEMENTED SANDS, COARSE GRAV � GROUND BASE HELIX ANCHORAGE
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HE�ICES WITH MINIMUM 30 INCH EMBEDMENT SCALE NTS (CAN BE USED FOR ASPHALT)
2. FOR C�RAL USE MINIMUM C2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3 S�TRFF ESIL MS DAND EC�AYS SUSE AMINIMUM N 2) 4R HELICES WIT py'A�n`� ��a8 j�,�►`�B�jO
MINIMUM 30 INCH EMBEDMENT. ��0 � 1a �seQO ss
4. FOR L�OSE T❑ MEDIUM DENSE SANDS, FIRM T❑ STIFF CLAYS AN� O�v e.`����E•�S�.'••a�°�j�
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH �1WIMUM 50 w o \` �
INCH EMBEDMENT I � �o • �Q j m
S� �
5. FOR VERY L��SE T❑ MEDIUM DENSE SANDS, FIRM TO STIF ER -
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HE ICES � o a
WITH MINIMUM 60 INCH EMBEDMENT /�� a¢ `
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ENGINEERING AND CONSULTING� 11VC. HECKED BY= PDH OPENCARPORT
TNIS DOCUI�NT IS T!E PR�ERTY a' I�tE AND IISSOCIATES. It�G itE RO.JECT FtGR: VSM DATE� B-21-1� SCALE� NTS JOB N� 121175
W�uf�RIZED RE�t00UtflOi,COPrING,OR 07►ERVISE USE 0�' TMIS DOCUENT IS
SrRICTLr PRd�IlITED iwD�Mr I►FRInGEMENi i�RfuPW rur BE Sup.�ECT TO
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MOORE AND ASSOCIATES IN2AVN Br: .xtS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED HY: PDH OPEN CARPORT
TMIS DOCUENT IS iEE PROPERir OP u00RE iwD�SSOCI�TES, INC. iNE I OJECT MGR: VSM pATE� B-21-1� SCALE� NTS JOB 1� 121175
U�WJTtQRIZED REPROGIICTI�1, COFVING,OR OT�fRV�SE USE OP iX(S DOCt1ENT IS
SiRICi�r vRpiIDRED�nD iw+r IrialNGENENi iFEttEUaON w�r 9E Su��ECT 70
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6 ❑ 29 GA. GALVANIZEO METAL R�OF
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CONTROL SEAL VASHER 8 AVERAGE 6'
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a� BRACE FASTENED T�
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ww£�` (4 PER BRACE)
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Nl1MBER AN➢ $PACING OF RA�TERS
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS EXTRA SIDE PANELS
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MOORE AND ASSOCIATES �tAVN BY: .1RS BENNETT BUILDING SYSTEMS,LLC
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TMIS DOtu[N7 IS ttE PROPERfr OF NpORE �wD�SSOCI�TES. INC. THE I O.JECT NGR: VSM DATE� 8-21-1� SLALE= NTS JOB t� 121175
u�WITtOR1IED REaRODUCi�pµCOM'ING,OR OTEERVISE USE Oi iNIS DOCUEN IS
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26 �(2 29 GA.GALVANIZEU METAL ROOF
AND SIDE PANELS FASTENED TD
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WITH CONTROL $EAL VASHER E
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26 �R 29 GA. GHLVANIZED METAL R�OF
PANELS FASTENEO TO PURLINS �lITH
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SEAL Wl+SHER @ AVERAGE 6' O.C.
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SDF'S AT EACH END �'
(4 PER BRACE) �
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I30' MA%IMUM RAFTER SPAN I
� TYPICAL END ELEVATION TYPICAL SECTI�N
VERTICAL RO�F VERTICAL ROOF OPTION
SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-0"
0.836'-l8 GAUGE FURRING CHANNEL SPACEO NOT MORE
THAN 4'-0' O.C. AN➢ FASTENED 7� EACH RAFTER W[TH
C2) 1/4'%1' S➢F'S
LENGTH VRRIES OEPENDING �N
NUMBER AND SPALING �F RAFTER$ I
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(PAGE 3)
FOR MA%IMUM
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FLASHING
3
6
I LENGTH VRRIES DEPENDING ON I
NUMBER AN➢ SPACING �F RAFTERS
r-
TYPICAL SIDE ELEVATION TYPICAL FRAMING SECTION
VERTICAL ROOF VERTICAL ROOF �PTION
' SCALE: 1/8' = 1'-0' SCALE 1/8' = 1'-0"
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MOORE AND ASSOCIATES DRAVN BY: .fRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED Btr: PDH OPEN CARPORT
TNIS DOCUENT IS 1tE PROPERir Of MOORE rwD�SSOCI�7ES, INC. iHE I OJECT MGR= VSM DATE= 8-21-1� SCALE� NTS JOB N�-121175
U�WJi►ORIZED REPRODUC710N.COPtING.OR OTrERVISE USE OP TMIS DOCUENT IS
STRICiLr PR�I�IiED�wD rwr ItiRiNGEMENi TtEREUPON w�r B£ SuB.�ECT 70
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