HomeMy WebLinkAbout14-15443 _ CITY OF ZEPHYRHILLS
5335-8TH STREEr
- Csi3»so-oozo 15 3
BUIL�ING PERMIT
PBrmit NumbBr= '15443 Address= 389'16 'I'ITH AVE
PBrmit Typg_ ACCESSORY BLOG. ZEPHYRHILLS, FL_
Class of WorK: CARPORT TownsF�ip: Rar�ge= Boo1c:
Proposad Usa= NOT APPLICABLE Lot(s)= Block= Section:
Squarg Fggt= Subdivisior�: CITY OF ZEPHYRHILLS
Est_ Value= Parcel Number: '1'I-26-2'i-00'10-07600-00'1'1
Improv_ Cost: '1.299_'15
�ate Issued: 6/25/20'14 Name= BURGSTROM, RICHAR�
Total FBgs_ 67.50 Address: 389'16 '1'ITH AVE
Amour�t Paid: 67.50 ZEPHYRHILLS, FL. 33542
�ate Paid: 6/25/20'14 PF�or�e: (8'13)783-7823
Worlc Uesc= INSTALL FREE STAN� CARPORT '18 X 2'1
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SHEATHING
FINAL
REINSPECTION FEES: Reinspection fees wil� comply witF�Florida Statute 553_80 (2)(cj wf�en e�ctra inspection
trips are necessary due to any one of the following reasons: a� wrong address bj condemned worK resu�ting
from faulty construction c� repairs or corrections not made wF�en inspections called d) wor/c not ready for
inspection wF�en called e� permit not posted on job site� plans not at job site g� worlc not accessible_
NOTiCE: In addition to the requirements of tt�is permit, there may be additional restrictions applicable to this property that
may be found in the public records of tF�is 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 recoM a notice of commen�ement may result in your paying twice for
improvements to your properLy. If you intend to obtain fnan�ing�consult witF�your�ender or an aitorney
before recording your noiice of commencement_"
Comp�ete Plans�Specifications Must Accompany ApplGCation. All worlc sha11 be performed in accoMance witF�
City Codes and Ordinances_ NO OCCUPANCY BEFO C.O_
'� � CONTRA��IGN URE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVE� INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE�
PROTECT CAR� FROM WEATHER
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City of Zephyrhills
BUILDItiG PLAN REVIEW COMME�'TS
Contractor/Homeowner: � �:1,� S`�-j-,
Date Received: � - � �- ��
s�te: � �`��� ��`�� S��e
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Permit Type: � � � Z� • �-� J`7��°P _S�'�G(
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
� �'���S� i'�({J�t �" �� � ��'� t � -� ( �' `-�� � �. �� � 1�'.� r, �-
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T'his comment sheet shall be kept with the permit and/or plans.
_ J�� � � r-
r Kalvn��Switzer- � ' xaminer �"�bate Con actor and r Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
, Building Department
Date Received Phone Coatact for Permittin
Owners Name �4 �NR� .`> s' /ZO Owner Phone Nu r �/3 - �/f0
Owner's Address �� �� �/ � � V� Ormer Phone Number �
Fee Simple Titieholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT# �
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROP03ED e NEW CONSTR 8 ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK �IU S /� L'L FR�� ��/�,��r ��,��2. 17
BUILDING SIZE SQ FOOTACaE� HEIGHT
QBUILDING $ 1 � � S.� VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��/ ' �
�
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
� a/hpi G�//VE��
BUILDER � � OMPANY
SIGNATURE REGISTERED Y/ N FEE CURRFJ� Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new oonstruction,
Minimum ten(10)working days after submittal date. Required onsite,ConstrucGon Plans,Stormwater Pians w/Silt Fence installed,
Sanitary FadliUes 81 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new constructlon.
Minimum ten(10)wo►king days after submittai date. Required onsite,ConsVuction 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 constructlon.
Directlons:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (AIC upgrades over ST500)
" Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOT�CE OF OEEa RESTRiCTIC►hf5: Tha undersiyned urrtfarsta�ds tFiat this permit may be sa�bject ta°dec+d°restrictions°
wl-iioh m�y be more restrictive thran Covnty r�gulations_ TF`e ur�dersigned assum�s respronsibility Tor complianca witF� any
applicable deed restrRction�.
UNLtCENSEQ CONTRACTORSi ANO GONTRACTOR RESPONS/81LITEES= If tFie owner F�as hired a coeitractor or
cvntractors to undertalce warFc, tt�ay may be raqttirisd to ba Iicansed i� accordance with stata and tocai regutatiorts_ If tYie
contrac[or is not ticonsed as requirad by law, both the owner and contractor may be cited for a m9sdem�aanor violatian
under state law_ If the ownar or intended contractor aree uncartain as to what lic+e��sing requiraments may apply for tF�e
ink�ndad worlc, they ara advised to con#act tF�ee Pasco County Bu�Iding Inspgction Clivision—Lic+snsing Section at 727-847-
8009_ FurtFisrmora, if tt�� own+�r t*as fiired a coratractor or contractors. t�e is adviseed to fi�avs tha co»tractor-(s} siqe-�
portFons of tti� `cont�actor Btocte^ of tfiis appt{cation for whicFi thay wii! be rc�espor�stble_ if you, as ttie own�r sign as tfie
contractor, tF�at may be an indicc-�Rion tnat n� is not propQrly IicQnsad and is not Hntitled to parmitting privilieges in Pasco
County'
TRANSF*ORTATION /MPACT/U7'IL�TIE$ IMPACT ANU FtESpI.IRCE RECClVERY FEES: TFio unda�rsign�d unde,�stands
tFrat Tra»sportation Impact Fees and Racoursa F2ecovery Fees may appiy ta tF+e construation oF r�ew bui4di�8s, change of
us� in �xisting buiidirigs, or expansion of existing buFldings, as specifiied "en Pasca County Ordinanca number 89-07 and
90-07, as am�ernded. The under�igned �Iso understa�ds, that such faes, as may be duv3, wiil be idantified at tFMa tim� o(
pQrmitUn+g. It is furth�er und�arstood tF�at Transportatfon Impact Faes x�nd Rasourcra Recovery �ees must ba paid prior to
reeceivi�g a °c�srtificate of occupancy^ or finai prower rei�asa_ 4f the project doas not invoive a certif"iaate of occupa�cy or
f»a�i power reFsasa, the feos must ba paid prior to permrFt Fssuance_ Furtfiarmoro, if Pasco County WatgrJSewar Impact
faas ar�e due, thay must b� paid prior to permit issuance in accordancee witFi appiicabie Pasco Covnty ardinances,
GC►NSTI2UCTION LIEN LAW(GF�aptar 773, Florid�a Statu[es, as ar»�endad)_ Ifi valuation of wor{c is ffi2,500.00 or mora, 1
ceertify that I, tF�e applicant, have baa�n provided with ,a copy of tha °Florida Constriuction Lien Law—Hom�xown�r's
Protectio� C�uida" pf�e¢ared by ttte Fiorida ��partmar+t af Agricuiture aeld Ccrnsur»er Affairs_ if the applicant is someans
ottter than YFie'owneer", t certify thrat t hava obtained a copy of tha abovs describad document and promise in good fiaitfi to
d�nliver i�to tFiee'ownor^ priar to commancemant_
CCiNTRACTQMf2'S/C?WNEFt'S AFF��AVIT= 1 certify tF�at all tlie information in tF�is application is accurate and tF�at all worK
will be dor�e 1r� compliancee witF� �11 applicabla laws reg�lating construction, zoning a�d land de�velopment. Applioation is
#�c�reby mada to obtain a p�rmit to do woric and instaliation as indtcated. 1 certiTy tt�at no wo�ic or 4rtstat�a#fon has
commericed prior to Sssuance of a pe�fmit arid tt�at ati wortc w;ii be perFormed to meSt standards of ali faws rggulating
co�struction, County and City codes, zonin� regulations, and land development regulations in tt�ci jurisdiction. 1 also
cartify that 1 understand tF�at tho regulakions of othar gov�trnmant agencies may apply to tF�e intendatl worlc, and tF�at it is
my responsibfl;ty to idetitify w1�at actions ! mus�ta}cFS to be in compliance. Sucti agiar�clas include but are not limite�d to:
- Oeepartm�ret of Envirpnmenta� Protection-Cypress Bayt�@ads, Wsf�and A�sas and Environmentaity �ensitive
Lands. WatedWasieewater Treatment_
- SoutF�waBt Florida Wat�r Managemant Gistrict-Wells, Cypress BayF��ads, Wetland Areas, Altering
Watercaurses.
- Army C.arps af E�gineers-SeawaUs, �ocKs, Nav4gabtB Watarways_
- Oapartment crf tiealtF+ 8. Rsfiabiti#ativ� ServicestEnvironmenkai Ftsalth ltnit-WOIFs, Wastewater Tr�afm�nt.
Se�ptic Tanics.
- lJS Environm�ntal Protection Ag�ncy-ASbestos abatame�t.
- Fe�cfaral Aviafion AutF�ority-Ra.anwaiys_
[vnderstand that tttE�failowing r�strictions appiy to tF�e usa of R1l:
- l.isa of flIi is not altowed in Fiood Zone°V"ufltass+erxpressty permitted.
- If the fill ma��errial Is to bo a�sad in Flood Zone °A^, it is undarstaod ttiat a d�ainage pla� add�c:ssing a
'compesnsattn+g volaame° will be submitt�d at k➢me af perrnitting wtiich is prcipared by a professional enginoer
ifcc.nsad by tf-+ir3 Stata oF Florida.
- ff tt�e filt materiai is to be usad i� Flaod Zone °A° in ca»�ection witt� a p�armitt�d buiiding using stem wal�
construction, I certity that fill witi be usad oMy to fitl tt�e arera withtn ttia stem wai!_
- If fill m�teNal is to be us�d i� any r�rea, 1 certil`y �F�at vse of sucF� fitl will not advrdrsely aKect adjac+�nt
propertias. If use of flll is found ko advarsely aHect adjacient propertias, tFia� ownar may be citsd for violating
t1-��e conditfons of the� buiidi�g p�rmit issuad under the attach�d perntiit appficatian, for Iots leiss than o�a (�)
acre wF�ictt ara eievated by fi�l, an engineer8d drairrage plan is r�vquirad_
if► am the ACfiENT�OR THE t?WNER, i p�omise in good Faith to infarm tha ownar of tha permitting conditions s�#forth in
tF�is aifiidavit prior to comm�sncing construction_ 1 understand that a soparate parmit may ba riaquireed for electrlcal worK,
plumbi�g, sig�s, werlis, pools, air conditioning, gas, or other installations not spc3cifically included in tFi� application. A
pexrmit issued shali be const�ued to ba a licsns8 to procer�sd with tt�e woric a�d no#as autt�ority to vfolata, oae�cef, aftar, or
s+a#aside any provisiorts af tfie taohnicat cod�rs, noe'sha�t issuance of a permeit pr�eevent the Bvilding OffctaF from tF�ereafter
r�quiring a correction o(��rors in pians, construction or viotations of any codes_ �very perrnit issued sFall 4ecome invafid
vnless the woric authorizad by such p�rrmit is commencad within six month� of pc:rmit i�suance, or if worMc authorized by
tF�e permit is e�uspanded or abandoned for a period of six(6) months aRer the tim�the woric is commenced. An mxtension
may ba requasfad, in writF�g, f�oen thee Buildi�tg Officiai for a parFod not to esxcead ninaty (90) days and wiii domo�strate
justifrab1,s cau�e for tt+e axt�ension. If wonc�eases far ni�aty(90)const:c�tive!days,tha job is considared �bandaned.
WARNING TC} OWNERc YOIJR FAILURE TO RECOFY.� A NOTIQE OF COMMENQEMENT MAY RESIlLT IN YC?IJR
p'AY�N.1"'a TWICE FGfR�MPROVEMENTS TGI YOUR PRC?PER"'1"Y. IF YOU INTENp TO OBTAIN F�NANCING, CONSI,JLT
W�Tli YOUi2�ENOER OR AN ATTQRNEY E�EFORE f2ECOR�lNG YOUf2 NOTICE OF COMMENCEMENT
�i..OR10A JURAT(F.S. 117.03j
�",,� � /'�y� �/ /f i
CM111/NER OR AC#EN7�� /�7'N�r"'"'� CONT�iCACTQR (��_w��. � ��1'�'�".i�'0 '
Sybsg ercy A s to(�or aHi�)b��f�o�r �o tYHs SubscH a s�vom Sg'�.�r Sfflrmad)bafo e this
..,.[„�a Y_J.'`7 by�a"R/� /"" 7_�uylc S_r'.�T-la-3rw't ��bY �urS -�a..t.�___�u w� S Tw•t-CI nrr1.
Wfio! �`�onaiiY to ma o�hasthave Prd ucacf VV+lttho 1gt�a�e p�r� �tY own ta me o�hasltsavice Prn ced
� .,,�'�...Q-!�1��--..as taanHR�atlon_ �'-'e..- 1JT{-f�^�-G'E.-e/i4y..RZ as id+entlRcatlon_
\ " !/Z-E_'�"� � Nota Pubiic �, �— ....�Nofary Paibtic
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Co sion . -'`�"-.• JACQ�SOC'ES C miasfo
�:. _':�mir�idPS"�k"�Lti°i2�-_ — ti.n_ .
= Ex ires Da�nbar'12.20'14 "�` v f'� Commission#EE 04Q520
Name o1'Nota -AniB Nama af No `
.Y1.. m..aw�m..rivr eau.aes'�o�sr
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Owner:
Job Location/Address:
Parcel I.D. #:
SHUW ALL E7fISTING&PROPOSED STRUCTI.TRES GIVING DIIvIENSIONS&SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE &FOUNDATION INFORMATION
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FR4NT PRC►PER.TY I1�TE
._ � � STREET -- — -- — -- — — — -- — —
(NOTE E7l;AMPLES 18c2)..
Example 1. Setbacks for Rl &R2 Zoning Example 2. Setbacks for R3 Zoning
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� 60' �1
10'
�a
p E
R X M
0 i !0' �� 10'
10' 4 T 10' 140'
S I i�
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PR02'�
�, ZO'•S1N(�FMRLY 1 3U DUPIFX
FRONT PROPERTY L1NE ���p��
- - - STREET - - - - - - - - - - .... - -- �' -- - - - - - - - - -
������� 6S5 F�Order Pam Y.t
S't�el S�ructur�s t�ivlsi�n 1660 dlxon Airline Road
�annCtt Buildi»g Sys�Cems, LLC ��,�������las O�der Form Augusca,GA.3oso6
TaN Free 1•877-830•7b86
Fax:i-877•8BO-Od4�
Buyers Name(s} �� ,�('., � �^ �..�^py�
Address �3�14 tv 'l� �VG Caunty t��e,� Dake (,►- - I`-t
City ��,�����`�_��'r� St�CB� Zlp "'�"'��{�' Retailer �� f
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Phone Ev�nin � sN
�-maii Ce�i����(�,�� j � �- � Run
Installatlon Srte�Hdifferent frOm dbOVO� ���"��r'�`�,�7 � ����r
'�YPe Width Roa �rame e Itts#dll�tbn P�ntt ectr c � .��—..
tfersgth Length Helght �Q�,� Avall�bla Roof 5ides Ends 1 Trim
(�CarPart (�Groui �Bl�dc U elack � Blaek �e�c
Q Gar�e i .._ . �y. []Cane Yes �,Yat ❑Blue (J dlue [�Bkio �.,� Blue
Bk o
� gatn t � �" j, � f []Asphalt� �]NO (�] Nt� ❑�r19hk Red Lj &�ght Red [�9riyht Rcd (_j EirkJirt Red
❑RV Cerport �] Other� �&awn Q drnwn (�&own �9rown
❑UGlity 5�����a�w�) 1`�� 1 /� � � ( C � r (,�Bur9undY �Burgundy ❑�9U�Y ❑�u�+�Y
�]Ol�er t � 4'� �+i.JPs'r �.,,i�Cv� ��*�ti��S [�9urn.5iate ❑ 8um.5tate ❑eurn.State (�Bum,Slate
❑CharCOBt ❑Criet't.oel [,�Chmtoel ❑Charma!
Qpti4ns Pt'�CR (��y [�claY ❑GaY [��Y
�lorida Certlfled Standard Carport ❑GaR`te'��� (��i��°'� ❑�'''�'x"e ❑Gat"ekJStu
i�ptionai Roof 5tyle [�eo�a ee�e v��� ❑���+ d� Cl�� C��'�
2'X 3"Framing Up rade []twrY []lvory (�I+rory [�Ivorr
CeRified 1$0 mph ❑U4hk GraY ❑�t Grdy Q U9ht Gray ❑Upht GraY
Extra Brecing: ❑�' (��4' �Uqtlt 5tOn �Li9ht St011e('�tlght Stnne(]Upht Stone
"1"7rim ❑Red []Red ❑ ked �]Red
�C 5ldc Neight � + �'Q�;y ❑'T�n []Tan �]�un ❑7an
� �{aFe Both Sides /w � Vcrticul 5�4ea 1"7 G w�,�� ❑wr,�x []wr�i� ❑wia►c
End(5a Closed []��ti�l F�+ds (J ZN1c tr•ay (�LnC Gray ❑���Y (..J X�ru Giay
Frame Quks; (�Wlndow ❑ 000r Gar�qE popr
H4ader Lotation �����������
Wfndow 24 x 86 St�ndard loeatlon ���..���..�����
walk-Inqcor 36xsostendard tocation ��'�'�����d������
Roll-UpGarOgebaor Stxb Locatipn ����1������ra����'
Roll-Up Garage 4vor Sfze X Location E have read and underst�n QYe.
Wind Anchors Ct15t4tY1@#"Itti�ia�s�'
EXtra Paneis
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40 Yr�kiet�(upgrade Custome�'s preferred farrn of notiflcation:
dth8r(Specify} j"` t�..�j �� . ❑ E•mail []Text Messape �TelephollC
t3ther(Spec�fy) BEST TIME TQ CALL
Other(Spacify} � C]0 RM ta Noon ❑ �+�5 PM ❑ARer 5 PM
NOTICE T�9VY�N:Yhlr order shalt enW Decome aff.cth+e upon eMeculfa�and accept�n�o by Selkrpeqnitt I������ �a ies Tota I ��M��}�.�t�
6uiltlin{f Systems at ItS ofllcas In AugUit6,GeOteW ind upe��ccepNnce 6y SeNer sh����onstiwie dk Contrict r� R�@ �1
becwcen Seikt ind BUyer,tUbject ta tht TeCms and Candlstans sm ihr reverso 3ldf Mr•d.Qesltr is M ��+ $���5'�'�x� ❑Flnanced
l�dopmdcne contrecror,anrl nnr thc agent of SeMer,exCYpt far recelpl ef dK dEposlt dascribed aboVl�ind no [�]RTO
roprecentai"qn ot De�ier ahali be 6indin;on Selkr unt11 and cxcrpt to iik txttM xivpt4d in wr(tit5�bY StNer,
7hls conuats ittck�es tost ot insta�latan ot the UNt�t the address ot 4uyer Indlatqd a6we u¢pn nCYlDt of�hry � ���� f G ra n d Tnta I U�����d
full purchefe prke;DroWdad,hawever,euy�r sh�N be raponsihla for properN Prop�rins�hr sik iur Insti(�irivn, �� (�Debit Card
abtaintng any reyuircd perm{tc fot�nrtaBatiort af tht Untt and a��othrr terms canriined on tht reveift sWt, 1�t ,r 0� p51t
whlch I�uyrr herehy►�knowk�igas by Ir:sig�ature I,ebw to hwba r�ad and u�hdentood,Ind�xifn{wilhout - .i �'-�,�.. � �
Ilmitatlan,any conditioru Af site p�eD�nBon,perMitf,Wiififll4e5 Atxt�ddninnst charptf ind tY�DO�s#tlptiaf; y� Y�
l�'�`�, � alance Que �""":�Y..'•
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'sSiQnat-u�r Dat: ,_._........._._,_.._.�.
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� !ta er's I�natu�e pa t ACCfPTED by Rennett Building Systems C�C. Oate
Tp0(�j �aua.��,s�Y�nq QOT96GL�T8 X�',� 5���T �TOZ/ZT/9Q
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ST12IT�TURAL DESIGN
OPEN CARF'012T
MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE
FRAME AND BOW FRAME
29 August 2013
�evision 2 `
M&A Froject No. 121175 �
Prepared for: �
1VIr. Dannty Lowery
President- Steel Structures 4, .
`�!��rlr.
1660 Dixan Airline Raad r�, . �-�,= �,:,��.,_
Augusta, Georgia 30906 ����r�`�'�y;�!�� `�-��N 2 4 2
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Prepared by:
Maore and Assaciates Engineeriang and Cansulting,Inc. `��
1009 East Avenue
Narth Augusta,SC 29841
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♦tti��� $� ,�#
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MOORE AND ASSQCIATES s ;� : �
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I.ETiAL ACTmi � -
DRAWING INDEX
SHEET 1 PE SEAL COVfR SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATI�N NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIQNS
SHEET 4 TYPICAi. RA�TERlPClST END AND SEDE FRAMING SECTICINS AND CE]NNECTi�N DETASLS LBOX EAYE RAFTER)
SHEET 5 TYPICAL RAF7ERIP�ST END AND SIDE ERAMING SECTIONS AND CDNI�ECTI�N DETAIIS <BCIW RAFIERI
SHEET 6 BASE RAIL ANCHORAGE ❑P7TONS
SHEET 7 B�X EAVE RAFTER GABLE END ❑P7ION
SHEET 8 B�W RAFTER GABLE ENB OPiION
SNEET 9 B�X EAVE RAFTER EXTRA SIDE PANEL �PTt�N
SHEET 10 BOW RAFTER EXTRA SIDE PANEL qPTION
SHEET 11 VERTTCAL ROOF ❑PTIDN END AND SIDE E�EVATIUN AND SECTI�NS
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I LENGTH VARIES OEPENDING ON I 30' MA%IMUM RAFTER SPAN _I
NUMBER AN➢ SPACING OF RAFTERS
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INSTALLATION NOTES AND SPECIFICATIONS
1 DESIGN IS FOR A MAX[MIIM 30' WIDE x l4' EAVE HE[GHT STRUCTURES,
2 DF_SIGN WAS D�NE IN ACCORDANCE WITH THE 2010 FLORIDA BUILUfNG CCIDF_ �F BG W(TH 2O12 SUPPLEMENI AMENDME_NIS,
2006 INTERNATIONAL BU[LD WG CODE (IBC), 2009 IBC AND 2012 IBC,
3 DFSIGN L�npS AP.E f�S FC�LLOWS
A� UtAD WAU = 15 PSF
➢) L[VE LOAD = lz PSF
G SNOW LDAD = 18.1 PSF
4 LI]W ULT[MATE WIND SPEEII l05 TO l40 MPH <N�M[NAI WiN� SPFED Bt Tfl l0A M{'I-U� MAXIMUM RAFTER/PCIST AND FNO POST
SPACING = 5.0 FEEi
5 H[(,H ULTIMA�E WINll SPEED 141 T❑ 170 MPH <NOMINAI W[ND SPfI U 10� 111 13? MPII� MA7(IMUM RAFTFR/Pl]S( AND FNII Pf7ST
SPACING = 4,0 FEET
6 RfSK CATEG[7RY I.
7 WINU EXPOSURE CATEGf1RY B
fl SPFCIFICATICINS APPLfCARIE T❑ 26 AND 29 GAUGE MF1AI PANEIS FASiENED �[RF�TIV i❑ 2 1/4' x 2 V4' 14 GFlGF TUBF STEEL <TS�
FRAMING MEMBERS
9 FlVERAGE FASTENER SPACING ON-CENTERS AL�NG RAFIEF2S UR PUkLINS ANU PL1S�S <INTERIOR ❑R ENU) - 6 1NCHES
l0 FASTENERS CC]NSIST ❑F 1/4'-14x3/4' SELF-DR[LLING FASTENER (SDF), USE C�JN(RCIL SEAL WASHER W(iH EXIEklllk FASfENERS
SI'EC1F"ICATIONS APPLICABLE ❑NLY F�R MEAN ROOF HEIGHT OF 20 fE[-1 Ilh' I FSS AND ROC1F S�OPES ❑F 14" (3�1? PfiCF-D ❑R LESS SPACING
RE(�UiREMENTS FOR ❑THER R[]OF HEIGHTS AND/�R SLI]PES MAY VARY
lL GRUUND ANCHORS CONSISIING OF N4 REBAR W/WELD�D NUI x 24' LLJNL MAY BE USEU FOR LOW W WD SPEEDS L1NLY
12 GRIIUND ANCHORS SHFlLI BE INSTALLED THROUGH BASE P.A[L WITH[N 6' fIF EACH RAI TER POST ALONG SIUES �Clk HIGH WIN�, FVFRY
�TI1ER POST FOR LOW WIND
13 ❑Pf[ONAL BASE RAIL ANCNORAGE MAY BE USED FOR LOW AND HI(,I-I WTND SPEF➢S,
MOORE AND ASSOCIATES VN i�'� .�tS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. c�n Br, PnH OPEN CARPORT
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1J4'xi" SBF'S VtTH CONTR�� SEA� NUNBER AND SPACING OF RRFtERS
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lt4'xt` SDF'S VITH C�NTRO� NUMBER AND SPACING OP RRFTERS
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---'— $�F'S Ai EALH END
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BRACE SECTICIN
Sf'Fll_E NtS
MC}ORE AND ASSQCIATES XN HY� JRS BENNET'C BUILDiNG SYSTE:MS,l.[.0
ENGINEERING AND CONSULTING, INC. HY, pDH OPEN CARPORT
nas soc��Exr ss 7tE r�ir oF t�E Mm us�A�es,nlc.n� T MGR, ySM TE� g-29-t3 i Nrs w� t2it7s
U111d11111Ad�f�CGPYOi�,Ot�i?NERNISE 41SE�'1f1[S DOCtIIEtt�IS
S11tDCTLY�TIED A1q1 MIY OFICDImEM TFEAEA�M N11Y 1E SIAJECi 70
LETAt.ACT�t � _
� BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
INSTRLL 1/2'x6' EXPANSION INSTALL 1/2'x6' EXPANSI�N
ANCHOR THROLIGH BASE RAiL ANCHOR THROUGH 9ASE RAIL
WF OR FIBERGLASS VITHIN 6' OF EACH VVF �R FiBERGLASS V[TH[N 6' �F EACH
fIBERS POST AL�NG S[DES. (FOR LOV VIND FIBERS P�ST ALONG S[OES CFOR LOV VIN�
SPEEOS ANCHOR MAY 8E INSTALLEO AT SPEEDS ANCHOR MAY BE INSTAL�ED AT
EVERY ❑THER P�ST) EVERY OTHER POST)
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MINIMUM 2 3/4'
I � MINIMUM 2 3/4' I I—
EMBEDMENT j —I a � I I ET BP OMENT j —I a � _
(TYP,) —
MON�LITHIC CONCRETE FOOT[NG I -I I I —I I I�I I I� MONOLITHtC C�NCRETE FOOTING t —I _I I I I I I I�
(3000 PSI MIN.> RE[NFORCED � I I—I I I <3000 PSI MIN� REMFORCED I—I I I
M�ITH (2) #�'s CONTINUOUS MITH (2) p4's CONTINU�US
t'-0" 5 5/8" I'-0' S 5/8'
CONCRETE MONOLITHIC SLAB C�NCRETE M�NOLITHIC SLAB
3 A RAGE E 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
CDNCRETE�
C�NCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSNE e• vnsH[Rs
STRENGTH ❑F 3,000 PSI AT 28 �AYS.
COVER OVER REINFORCING STEEL� nR�i_i 5/8' DIAMF.TER HOLE
!OP OF ASPHALi THROUGH THE BASE RAfL nN0
F�R F�UNDATI�NS, M[N[MUM CONCREiE COVER ❑VER RE[NFORCING PAVCneNr oR s[cuRE �a nNCrioR EvE virn
GROUNO SURfACE V2' DIAMETER THROUGN BOL1
BARS SHALL BE PER ACI-318
3 [NCHES IN FOUNDATIONS WHERE THE CONCRETE lS CAST AGAINST
AND PERMANENTLY IN CONTACT W[TII THE EARTH OR EXPOSED T❑ — -- — — - - — — -
THE EARTH ❑R WEATHER, AND l 1/2 INCHES ELSEWHERE --
REINFORCING STEEL, i— I I I=- I I I—I I I— I I= I I I— I I I" I I I I I I -'
THE TURNDOWN REINFORCING STFFL SHALL BE ASTM A615 GRADF II -III III I—II III— III_ - III II
60 THE SLAB REINFORCEMENT SHALI_ BE WEL➢ED WIRE FABRIC
MEETING ASTM A185 ❑R F[BERGIASS FIBER REINFORCEMENT III ---III—II —III III— III- -III - III
REINFORCEMENT MAY BE BENT IN THE ti
SHOP OR THE FIELD PROVIDED� TS ��NT�N�o�S
HASf RFlfI
I REINFORCEMENT IS BENi C�LD;
2 IHE DIAMETER ❑F �HE BEND, MEASURED �N THE INSIDE ❑F THf.
BAR, IS NOT LESS THFlN SIX B�R DIAMETERS, AND oouei_E riEUx ErE rNCHOR1
"? hFiNFORCEMFNT PARIfAI I Y FM13FIll1FD W fON(�RETF �FIA�L NOf rcrr NprC� NELOV� _
BE FIELD BENT r
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HELIX ANCHOR NOTES�
t FOR VERY DENSE FlND/�R CEMENTCD SANDS CLIFlRSE GRAV�L GR�UND BASE HELIX ANCHDRAGE
FlND COBBLES, CALICHF, PRFIfIADFD SILTS AND CLAYS USE MfNIMUM
<2) 4' HELICES WITH MINfMUM 30 INCI-I EMBEDMENT SC�LE N1S CCAN �E USED f�R ASPtIALT�
2 FOR C�RAL USE MINIMUM (�) 4" HELICES WITH MINIMUM 30 1NC41 �
EMBEDMENT
3 FOR MEDIUM DENSE C�ARSE SANDS, SANDY GRAVELS, VERY ,`,��/����.
ST[FF SILTS, AND CLAYS USE M1NIMUM (2) 4' HELICES WIiH ��� ���
MTNIMUM 30 INCH EMBFDMENT ,,����� S• MO��j
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SILTS ALLWIAL FIL.L USE MWIMUM <2) 6' HEL[CES WITH MINIMUM 50 ���� �,� F '� � I�
WCH EMBEDMENT �
5, F OR VERY LOSE T❑ ME DIUM U�NSE SANDS, F IRM T❑ ST IFFER �*:' NO��`7�� �: *�
CLAYS AND SILTS ALLUVIFlL FILL USE MIN[MUM C2) 8' HELICFS %% ��
WITH MINIMUM 60 INCII EMDCDMENT '� • V • �
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Tlrts DOCUIEN�A TIE PR�ERTr 0F M�iE Afm AsSOCtATES.II1C.7fE T MGR� VSM TE� 10-21-13 � NTS 1� 121175
t1lMl11Ot�D IIEPA�UCTmI,CO�1fDIG,Ot Q11ER1/iSE tRE�TfQS�OCUIEIIT t4
S7RLCTLY PNQ�RiED AIIG ANY DFRDICf]ENT TFEREAPDI IMT�SN.JfCT 70
LETiAL ACT�L � - . 6 S '
BQ►X EAVE RAFTER GABLE END UPTIC?lY
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tPAGE 3> ^i
FOR 7 u
MAXINUM w
SPACING w�
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TYPiCAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER
GABLE END ELEVATIDN GABLE END FRAMING SECTION
SCa�E ir8� = t�-o' SCA�E v8' = t^-o"
T$ 90% EAVE RAFTER-
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ANGLE 5ECURE TO BOX EAV[
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P�ST ANO GABIE RAIL V/<4�
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TS NIPPLE SECURE POST TO NfPpLE
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FLASMNG SEE NOTES =F
(PAGE 3) ^i
ff1R 3�
MAXEMUM
SPACING W s
u
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TYPICAL. BOW RAFTER TYPICAL BOW RAFTER GABLE
GABLE END EL.EVATIDN END FRAMTNG SECTIQN
SCA�E IJ8' _ ]'-0' Sf.ALE l/8' = t'-0`
1S 90V RAFTER- �/'""��
/ f�V2'x2" 16 GA C�[P
,�/" ANGLE SECURE T❑ gQV
RAfTER RNp GABLE RAII_
W/(4) 1/4`KI' SDF'S, 2 ON
TC]P 2 �N BpTTOM
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1 1/2'xl V2•x2' l6 GA CLIP
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