HomeMy WebLinkAbout16-17760 f �
' CITY OF ZEPHYRHILLS 'I
5335-8TH STREET
(813)780-0020 1776
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17760 Address: 37106 GEIGER RD
! Perrr�it Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Propos�d Use: NOT APPLICABLE Lot(s): Block: Section:
Squa�e Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 10-26-21-0000-01400-0000
Imprav. Cost: 1,000.00 OWNER INFORMATION
Date Issued: 9/22/2016 Name: MORE MYRTIS
Total Fees: 60.00 Address: 5025 E LINEBAUGH AVE
Amount Paid: 60.00 TAMPA FL 33617-4631
Date Paid: 9/22/2016 Phone: (813)422-0530
Work Desc: CANOPY
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 60.00
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Ins ections Re uired
FRAME
SHEATHING
FINAL I
REINS�ECTION 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
I I first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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.
"Wa �ning to owner: Your failure to record a notice of commencement may result in your paying twice for
imprmvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Comp ete Plans, Spec�ficat�ons Must Accompany Applicat�on.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CO TRACTOR SIGNAT RE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED I,
' PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIE�C4N�MENTS
ContractarJHomeowner: __,�t`'�'�j�'Tl S f'��/�/'2�
Date Received: , � �l5 ,f I�O
Site: .��10�o �'L�/�� f��
Pezmit T e: /�,fSTh�,t�L�, Gr9N Q �l.
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Apprave wtno comments:❑ Approved wlthe belaw comrnents: Denied wlthe below comments: ❑
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, This comment sheet shall be kept with the permit andJor plans.
; �� �� �� � ,
I Kalvin S 'it ' —Pl xaminer Date Contra r andlor Homeowner
(Rec�uired when camments are present)
813-780-002o Ci of Ze h hills Permit A licatian Fax-813-7$0-ao2�
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, Buiidfng Department
_ . ' .
Date Rsceiwe ' �' _
�1: �'�Phone<Cantact for Parmttti» -
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Owner's tdam • � �wn Phone Nem er��� . � ��
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Owner's Addr�ss �� � � ' -Owner Plione Number
Fee Simple Ti leholder Name Qwner Phone Number � �
{•i� � � ..
Fae Simple TI leholder Address `
JOBADpRES ��� �/ ' I.QT# �__�
SUBDIYISION � � PARCEIID# '
(08TAINED FROM PROPERTY TAX NOTICE)
WORK PROP SED -NEtfit CONSTR ADDIAl.T Q SIGN {� Q DEMOLISH
, INSTALL � REPAIR
PRQPOSEDt SE SPR � COMM "Q OTNEi2
TYPE OF GO�STRUCTION • BLOCK " Q FRAME � S7EEC Q
DESCRiPT10�OF WORIC . ��� `•..�r"�/C�
BUI�DING Sl�E` �� � Sti F04TAGE " HEIGHT � ,.�
QBUILDING $ ��i'"J 9� �ALUATtO1V`OF 1'C3T11L COt+iSTFtt1C'1'IQi�
C/
QELECTRiGAt. $ W� AMP SERVICE Q PROGRESS ENEftGY � W.R.E.C.
QPL MBtNG $ '� —
QME�HANfGAL $ ' � VAl.UA3lONOF�MECHANIC,4lINSTAI.tAT10N
QGAS Q ROOFlNG .Q SPEClRLTY Q OTHER
FIfVISHEp FLOOR ELEVATIONS FL04D ZONE AREA [�YES. NO
- •a-' ' _ _ _ -_ ' - ' - _ _
BUI�DEit ' f COMPANY_ �JC„r....�
SiGNATUFtE � � , REGISTERED Y/ N FEE CURRE� Y/N
Address License# �� �
El.ECTRICIAld Ct?MPANY
SIGNATURE � REGISTERED Y/ N FEE CURRE�° Y/N
����� � License# � � �
P�UMBER COMP.ANY �
SIGNATURE" REGISTERED Y/ N FEE CuwtE�� '" Y/N.
Address i.icense# I ��
NlEGHANlC � � COMP_AN1C
$IGNATURE ' � REGISTERED Y..,/ N FEE CURF3E�. Y/N
Address , . _ L:icense# �, , �
OTN�R � �... , . .
.COMPAPIY
SIt3NA7�IttE �� - " � '� REGISTERED ' Y/ N,, -FEE CURRE�' Y/N
Address ' " - � Ucerise# ( �� �
3. . . _ �.,,.. :.�.r;r, �� :� ,-,,... .... , �
RE8IDENTi '.•� AttacFi"(2}rRtdt�P.,lans;.�{2)"s`efs:of�Butidingf Alans;{1)set of Energy�Fa`rms;Ft=O=W Rerrriit for new const�uction,
„ ,>�Minimum�ten�(10);worlting;dayswaftei;s"ubmlitai�tlate::'R'equlred onslte;`Co"nstitieU�on=Pl�ans;Starmwater Plans w/SiltFence Instelleii,
� Sanlfary FaGltties:&=1.,dumpste,r,;Site;Work;P.,ermit,#qr�su6divislonsAarge.proJects_. " '� "
CQOfIMERCI Attach(3}-carnplete'sets"'of Bultdiiig Plans ptu�a Ctfe"Safety Page;(1}set af Energy Forms.R-O-W Perm�t far new canstrucHan.
� Minlmum ten(10)working days'after submtttal date. Required onslte,ConstnucUon Plans,Starmwater Plans w/Sllt Fence fnstalled,
Sanitery Facllltles&1 dumpste�.Slte Work Permit for all new proJects..All commerclal requlrements must meet compllance
StGN PERMt� Attacti'"(2)sefs'of Eng}rieered�f?fans.,,:�:---. ,.
""'PROPERTY SURVEY reyulred for all NEW consWctlon.
D1�eatlons: . °
Flll out a plicatlon completely.
Owner&Contractor slgn back of applicaUon,notarized
If over 5�500.a Nctice of Camm�ncemeM Is rsqulr�d. {J�1C upgrades aver STS00)
" Agent(f�r the contraator)'or Powe�of'Attomey�(for tFie owner)would be someone with notarized letter irom owner authorizing same
aVER THE C�UHTER PERM17T1NG - {Front af Appltca�an O�ly}
Reroafs If shingles Sewers Service Upgrades A/C Fences(PlodSurvey/Faotage)
D�ivewa�ta-fUat over Caunter if on publlc roadrvays..tieeds ROW
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NQ710E OF DEED RESTRICTIONS: The underslgaed unde�tandsrttt�E�#h1s;��r:mif.may be�subject to"deed",resUlctio�ts"
which may be:more�rest�tctive-thsln County�regulat(ons: �The`undersigned�'assume��ivesponsitilllty for�compliance wilh"'any
' appllcabte deed testriatians. , � : �. , . �
UNLICENSED� CONTRACTORS .AND CONTRACTOR RE3PaNSIBIL�ITiES: if the owrner has-hired a canhactor or �
contractats to undertake work� they may,be;r,�qui,r;ed.to-be:llcensed In.arr.ordance.with state.and�local regulatlons. if�the� � (
corrtrac#or 1s no# ticensed as�requtred:6y 1euv� both the awner arid cont�actor�may !�e-otted-fora�misdemeanor vlolation
under state law. If the owner or intende.d„�contr;a,ctor are,.uncertaln as to what Ilcenaing;requlrecnents;may��apply<�for.�the '
Intended work.they are advlsed to coritaat�tfie'Pascn Courtty Bultding tnsgection D�tlsion-LEcensfng Sec#fan at 72T-647-
8009. Furthernnore� tf the owner has'hlred a conk�acto� or contractors, he is advtsed ta have the contractor(s),_sign
porklons of the "contractor Black° of this_appllcatton.for.which they,will.be r.esponslble. If you�-as.fhe awner"sign`'as�the '
contrac�or, that may be an Ind�cation #ha#�1ie is not.properly licensed and=�ls not entl8ed to penriitting privileges En Pasco
County.
TR/#NSP06tTA'�"IQt�:ll�lP��"i�l�Tl�:lTlE�°�NlP,��C�'�P��l�l�E�Q�9�t���'��aVI�I�Y���5: Ti�e crnderslgn�rf�understarrds
– � that Transportakion Impact Fees�and.Recourse Recove.ry.Fees may;appty�to�the constructian of new buildings�-chan�e�of`'
use in existing bulldings� o�.�expansi�n:•of-�ezis#iri���buildings� as spec[8ed.in Pasco �'aunty Ordinance number 89-07 and
' SO-O7. as amended.._,The undetslgned �isa,�nderstands, that:-such fees��.as>tnay�tie•:�due;,:wi1F<be Ident�ied at the��time�of` �
�; permitting. It Is furtfier understood thak Transportation Impact Fees and�Resource:Recovery'Fees.must be paid prior to
rece�rEng.a "ce�tficate.-of�occupancy"or flnal-power=release: :1�-the.pr�j�ct:.does°:not invoEve<a}ceettflcafe of occupatncy..orY ,
flnal power rele�se;�the fees mu�t be pal�pc�or to.perm(t Issuance. Frr�thermore;If.Pasc�a County�lNater/Sewer•�Impact
fees are due#.they_must be-pald.prior�o.permit;lss�ance-ln.accordance wttti appllaable�Pasco�-.County ordlnances. •
CONSTRUCTICIN"LtEN"!AW(CFiepter 713� Flortcla Statates�as amended}: if vatuatlon af work is$2,500.Q0 or more� 1
cerlifiy that I, #he applicant,. have.been proylded with-a copy- of the "Florida� Canstructton� Llen .Lavir—Hameowner's
ProtectEon Gutde" prepared by the Florlda Depertmenf of A�rlcui#are and Consumer�Affalr'�. i##he apptican#is someane
other than the"owner", I certity.that i h�ve.obtainedta`�copy;of..the;abave..�lescrak�ed du$um�nt�and.pr�mise��in,g�aod fatth to
delive�it ta:the'+awnec"`p�oc:toxcommericemerit:' - . , .
CClNTRACTOR'S/OWNER'S AFFIDAViT: i.ce�tify.;tiiat;afl.#he,.inf�rmatl�an in;thl�appiicatlan is accurate and that a0 work
wlll'be done in compliance with all.appitcable laws regulating constructian� zonfng and�land development. Appl[catlon Is
hereby mada to obtatn .a permit,Eo do work>:.and Ihstalla#ion as ind[�efed:� .'!. cet�tEfy that no work-or installatton has
commenced priar to issuance of a perr�lt and that.all work w(II be perFormed�to meet ska��dards of all laws regulating-
aonstructlon, County and City codes, zoning regulatianst and tand deveiopment r.egulatlons`in ttie �t��isd3ctlon:- ( alsa
ce�ify that 1 understand tha#the regulations of other government agencles may�apply�to the..intended work, and that it is
� my responsibiliky to ldentlfy�what.aottons!must�teke:to betin�corr�pllance. S,uch:agencles-include bu#-are.not Hm#ted to:
- Departmen# af E�tvlronmental�Profection�Gypress.�Bayhead�, Vlletlend Areas and Environmentatly Sensitive
Lands, WateNWastewater Treatment.
- Southwest �torlda INater Management: .)�fstrlct V1lelts, CYPress.�"8ay�eads;- V{tetland` Areas� Ai#er�ng
Watercourses.
- Army Corps of Englneers-Seawalls, Docks+ Navigatile Waterways.
- Department of Hea{th�'& Ret�abiiitativs Services/Environmental Health Uhit Weli.s; Wastewater�Treatment,
8eptic Tanlis. . i
- US Er�vlronmental Protec#ion Agency-Asbestos abatemen#. .
Federal Avlatton,Authorily;Runways.
- _f.��d�r�ta,.��+_i!�?�t_ths-ft�!l�v�'r:�:Fastrl��l�^�-a�rlr t�-�h��as��##���:- - - - - ---- -----
- Use of fifl is not atiowed in.Flood Zone"V"untess expressly permltted.
- If the flIF inaterial is to b.e used:ln �flood Zone. "A", It. is understood that a dralnage plan addressing a
"compensating voiume"wilt be submtfted at#Ime af permitting w61ch ts prepared by a professional englneer "
Iicensed bythe�tate of:Floctda. I
- If the fiii-m�teriai Is�to be used in Flood �one "A" in=c�nnec�to��w1Eh:a��ermltted building us�ng stem waN
� , conatruction, i certifj+th.et fUl:w�li.b.e used anly.to.fill the.area wtthin#he�stem�walL '
- If fill material Is �to be used in any area� l�certffjr that .use of suah flN wlll r�ot adversely affect adJacent
properties. If use of fii) is found to adversely..�ft`ect a+dja�ent��pra�perties�.the awner may be cited for vtotating
the condi�ons._of the bt�ilding;permlt�issued-under thia attached,.permit epplfcation;for:lots-less than.one {1)
aare whlcFi ere elevated�6y#lli;e�t engineered drainage plan ts r�qulrecf. • .
If I am the.AGENT.FOR.THE OVYNER�,.I;��promise In_good faith to inform the owner.of:the.permitting.conditlons set farth In
th�s affidavtt prlar to oammencing construcUon. 1 understand that�a�separate permlt may be reqalred ior eleatrlca# work,
ptumbing,_signs,�welis,,paots; alr canditioning,-.gas,..ar ott�ec fnstall�Nons not,specJflQal�y inctuded-in.the�appticatian. �A
permll Issued sfiall be cons#cued to b'e'a`Ilcense,to�,praceed with`tFie:work,end�not:as:authoNty.,:to:.,violake;�cancel, alter. or
set aslde any�provisions o##he tectinEcal.r,.�d�s;�nor shalt[ssuancejof a.permlt.prevent the Bulldirig O#fEc�al from therea�ter
requiring,a.conection af ecrors-In,;plans; c,a.'nstructl.on.or.violattons of°any�cades. .Every•perm(t�issued�shall�become invalld
unless the�work aathartzed.by such permlt:�s.commenced•within sGc,�nonths bf�permtt Essuance, or ff wark autharized by
the permit.is suspended�or.aba�doned�f,or-�;;periad;of�six,f8)�montfis`aRer,the ttme the�wotk•Is commen�ed. An extension
may be �equested�_In wciting�.from tfie,�Bullding,Official for a period::not to_exceed nlriety�(90)�dayis�a�d-wlt!`demonstrate
just�iable_cause for_�fFte e�enslo�: If work ceas�s.for ntnety.{90}cons.ecutive:day.sr..the)ob:is consfdered abaadoned.
WARNINC�TO t?WNE�; YOUR.FAILLtRE�TC�a.R�E.Gt?RD;A.:1►10T�GE:QF.�CCMM6MCEMEI�T:(i�A►Y RESULT.IN YUUR
�PAYING TWiCE;FOR�iMPRUVEMEN�3�'CO Y�OU�:P�ROPERTY:�:�IF°.YO.UrIN��'E�1D:'�TQ�OBTAIN•-FII�tA(��1WG;'CONSULT
WIT D -0. A Tf0 O'R�� -O ��� O ' , �C �° . ' -
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! FLORI�A,lURAT:{F.S.1.'17.03} � ..� , ,. . . -
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OWNER OR AGENT-�"'`� � . �' u•�,� �, CONTRACTQ �.� �.� .
�ub�'s_cri�e,d and av�m M or afltrm �e#ore � ts Subat�bed'and'svv��r t�(at a �dpb�tor�.metpf�,� 'M
y-I�i',L_br � �1.�'Zk� ,by�S�1 '�lv-r-'t•, � �"� ��1�Y YJK'`�L.
Whq.�(are,pe►�onal povm to� e..or,has/heve produced UVha.l re pe . nally#cno r�me or haslheve-produced
��)rt c�L�?r�S��cc�c�e--$s Iden��caUpri. ' la�, r� .��P�s��. as idenUflcatlon.
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.,i�c.� - Notery Public . ' ' r�2. Notary Publia
C Isston .` ' Co ston. .
���Y'yq�, JACQUELINE BOGES , s2q�""•�"�:a��. JACQUELINE BOG�S
,••;F+s.: .
Name of Notaty ritgd Name of f�otary iyped, =.�, o�,••��es December 12,2018
;��, •o�: xpires ecember 12,2��� ' � ��K„,.•` Bonded Thru Tro Fain Insurance E00.385J019
,��;;°��`�` Bonded ihru 7roy Fein Inswunce E00.385•J019 P��� Y
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Owner:
Job Loca �on/Address:
Parcel I. '� . #:
SHOW EXISTII�TG&PROPOSED STRUCTURES GIVIl�TG DIlvIENSIONS&SETBACKS
UTILI'T�BUII.,DINGS MUST SHOW SIZE&FOUNDATION INFORMATION
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— �— — STFtEET — — — — — — — — — — —
(NOTT'E E LES 1&2)..
Example 1. Setbacks for Rl &R2 Zoning Example 2. Setbacks for R3 Zoning
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�p 2U•S1N(�3EFAN�.Y1 �'DUPIFX
FRONT PROPIItTY LINE EROHT PROPER79 LQR
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DISCLOSIIRS STATEI+�NT•FOR OWNER
CITY OF Z$PHYRIiILLS BIIILDING DEPARTI�NT
I =. have read and fully uaderstand aad
' agree to the provisions of this instrumeat.
Thelundersigned states and affirms that he or she is desirous of conatructing,
rea vatiag, adding to or reroofiag his or her owa domicile, that he or she
act�ally occupies, or will occupy by said domicile, and same is aot for
rea , lease or sale. That he or she shall comply with the following coadi�ions:
1. That the owner and he or she aloae shall act as the builder for all phases of
conatruction.
2. That the owaer will comply with all provisioas of the City of Zephyrhills
ordiaaaces aad codes pertinent to the buildiag.
3. That in the eveat various phases of coastruction are subcontracted, he will
eagage oaly properly licensed subcontractors and will personally supervise
such work.
4. That ia the eveat the Buildiag Inspector shall require correctiona to be made,
the owaer will assume full respoasibility to insure they are made, aad upon
completioa will call for a reiaspection before proceeding with the building.
5. , That the owner shall assume full respoasibility for the constructioa and will
not expect supervision of his work from the City of Zephyrhills Buildiag
Departmeat.
I6. That prior to fiaal inspectioa any additional fees, includiag reiaspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additiona�l fees.
7. That the owaer shall com 1 with all Cit
p y y, 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
Industrial Commisaion.
9. State law requires construction to be doae by licensed coatractors. You have
applied for a permit uader aa exemptioa to that law. The exemptioa allows
you, as the owaer of your property, to act as your own coatractor with certain
restrictions evea though you do aot have a license. You must provide direct
onsite supervision of the coastructioa yourself. You may build or improve a
one-family or two-family reaideace or a farm outbuilding. You may also build
or improve a commercial buildiag, provided your costs do aot exceed $75,000.
The building or resideace must be for your owa use or occupaacy. It may aot
be built or substantially improved for sale or lease. If you sell or lease a
buildiag you have built or substaatially improved youraelf within 1 year after
the coastruction is complete, the law will presume that you built or
substaatially improved if for sale or lease, which is a violation of this
exemptioa. You may aot hire aa unlicensed person to act as your coatractor or
to supervise people workiag on your buildiag. It is your responsibility to
make sure that people employed by you have liceases required by state law and
by county or municipal licensiag ordinances. You may aot delegate the
respoasibility for supervisiag work to a licensed contractor who is aot
licensed to perform the work beiag doae. Aay persoa workiag oa your buildiag
who is aot liceased muat work under your direct supervision and must be
employed by you, which meaas that you must deduct F.I.C.A. aad withholdiag tax
and provide workers' compensation for that employee, all as prescribed by law.
Your constructiou must comply with all applicable laws, ordiaaaces, buildiag �
codes, and zoning regulations.
OWNER'S SIGNATURE i � 1lM�l� O� n � \��.. DATE � � � 1
ADDRESS
PHONE . Q
WITNESS PSRMIT #
OVERALL LENGTH VARIES
(100'-0" MAX. UP TO 150 MPH DESIGN WIND SPEED AND
60'-0" MAX. FOR 151 TO 170 MPH DESIGN WIND SPEED) DRAWING INDEX VECTOR
a C
DEPENDS ON NUMBER AND SPACING OF BOWS n I n C R S
S1 ELEVATION VIEW&NOTES 91388.SWSt.Ste 101
UT84070
S2 BOW FRAME DETAILS w
S3 ANCHORAGE DETAILS 77 15 DESIGNED:BOV DRAFTER MGP
S4 END WALL ELEVATIONS REvlsloris
S5 DETAILS DATE DESMIRTM
r, r, ROOF PANELS PER 56 . DETAILS
DETAIL 1/S2* S7 DETAILS
to ra ra to to
S8 DETAILS
S9 ROOF AND WALL BRACING
6", TYP. 2 DETAILS
S2 BOW PER DETAIL DESIGNED EXCLUSIVELY FOR
1/S2, TYP.* USA STEEL BUILDINGS,INC.
16398 FANCY GAP HIGHWAY
CANA,VA 24317
OPTIONAL 29 GA. GALVANIZED `�v �QN 1-800-5798589
CORRUGATED HORIZONTAL WALL
PANELS FASTENED TO EA. POST G� N6 '
WITH 1/4" x 1" SELF DRILLING
ANCHORAGE PER SEE DETAIL 2/-, FASTENERS (SDF s) ® 8" O.C. `��'iii ti
SHEET S3, TYP. I TABLE 2, TYP. - SEE DETAIL 6/S5 FOR ���,,� •'�EN••••�9���i
OPTIONAL VERTICAL WALL PANEL CO 4 c9•c%G 3F •.�► ��
' ATTACHMENT �
G \NP i M 76
CLIENT: t 7 • •
PROJECTp \O` •
* - SEE SHEET S9 FOR WALL � OF Z I p• STATE OF
THE DRAWIN RESENTED IN THIS PACKAGE ARE INTENDED i " �•
AND ROOF/WALL BRACING FOR A SINGLE USEFOR THE CLIENT LISTED ABOVE AT THE �iO .�•:;,� A
/ _ -ANCHOR DETAIL REQUIREMENTS FOR DESIGN LOCATION LISTED ABOVE. THESE DRAWINGS SHALL NOT BE
/ �S �•'•••••'• ��
/S3 OR 2 RS3, TYP. E .A WIND SPEED FROM 131 REPRODUCED.REUSED,'CARD FILED",SOLD TO ATHIRD PARTY, Sg'ON A' %'
MPH UP TO 170 MPH OR ALTERED IN ANYWAY WITHOUT THE WRITTEN
_ CORNER & EVERY OTHER AUTHORIZATION OF VECTOR STRUCTURAL ENGINEERS,PC.
BOW POST, TYP. PLANS ARE ONLY VALID IF THIS STAMP AND SIGNATURE ON EI' 9 9A C
SIDE ELEVATION O ENGINEER'S STAMP APPEAR IN RED. L LU U
N.T.S.
NOTES:
1. DESIGN IS BASED ON THE FLORIDA BUILDING CODE
5TH EDITION (2014) AND THE ASCE 7-10 STANDARD
2. LOADS:
ROOF SNOW LOAD = 10 PSF MAX. 0
RISK CATEGORY: I Z 0
WIND: Vult = 170 MPH (MAX.), (3-SEC. GUST)
WIND EXPOSURE: G
z
TABLE 2 TABLE 1 SEISMIC DESIGN CATEGORY: D Q 0
BOW SPAN MAXIMUM O.C. POST/BOW CAGE 3. STEEL TUBES SHALL BE AS FOLLOWS: LLI
(SEE DETAIL 1/S2) BOW SPACING MAXIMUM 12 GA: Fy = 64.5 KSI - 2-1/4" SQUARE p Z
POST HEIGHT 130 MPH MAX. WIND SPEED 170 MPH MAX. WIND SPEED 14 CA: Fy = 50 KSI - 2-1/2" SQUARE 0
UP TO 24'-O" 5'-O" 4. LOCATE ANCHORS AT EACH END OF BOW. Z QQ
10'-O" 14 GA 12 GA 5. FASTEN METAL ROOF PANELS TO BOW FRAME 0
26'-0" TO 30'-0" 3'-6" WITH 1/4"xl" SELF DRILLING FASTENERS (SDF)
12'-0" 12 GA 12 GA ® 8" O.C. MAX.
6. ALL FIELD CONNECTIONS SHALL BE 1/4"x1" > (f)
SELF DRILLING SCREWS. LL)
7. ALL SHOP CONNECTIONS SHALL BE WELDED. J
8. CONTRACTOR/OWNER TO VERIFY FOOTING LV
REQUIREMENTS WITH LOCAL BUILDING
DEPARTMENT PRIOR TO CONSTRUCTION.
FOOTING DESIGN IS THE RESPONSIBILITY U1319-008-151
OF OTHERS.
BOW FRAMING TABLES si
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N.T.S. O O -
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REVISIONS
DATE DESCRIP M
6" LONG NIPPLE PER == y
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NIPPLE TO SIDE @ 3" UP FROM
SPLICE JOINT 1/2"� THROUGH BOLT USA STEEL BUILDINGS,INC.
BASE RAIL 3/16 0 16398 FANCY GAP HIGHWAY
TS 12 GA. CONT. HP9A ASPHALT ANCHOR CANA,VA 24317
BASE RAIL w/ SWIVEL L BRACKET 1579-8589
PER PLAN & DETAIL
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_ _ 30" w/ (2) 4" HELIX AND
-i I I-! I_ TYP WITHIN 6" OF POST, ,',�����f♦`
IIIII NOTE: SEE DETAIL 2/- 3/4" EYE BOLT PER PLAN
FOR ALTERNATE ANCHOR & DETAIL 1/S1 TYP. INSTALL ���� 'c. AL ",
AT CONCRETE FOUNDATION WITHIN 6" OF POST, TYP. ENSF�'9j"4
OPTION B OPTION A No 57664
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BOW TO BASE RAIL CONNECTION DETAIL GROUND BASE RAIL ANCHORAGE ��z E OF
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CONCRETE: ii�,�S•C O R�0,��,��
CONCRETE SHALL HAVE A MIN. SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL 4" SEP 0 2 2016
FOR FOUNDATIONS, MIN. CONCRETE COVER OVER REINFORCING BARS 1/2" DIA. EXPANSION ANCHOR MIN.
SHALL BE: PER PLAN & DETAIL 1/S1 w/ TS 12 GA CONT.
3" IN FOUNDATION WHERE THE CONCRETE IS CAST AGAINST AND 3-5/8" EMBEDMENT THROUGH BASE RAIL
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH BASE RAIL, TYP. INSTALL
OR WEATHER AND 1-1/2" ELSEWHERE. WITHIN 6" OF POST, TYP. FINISH GRADE
REINFORCING STEEL =
J �
THE REINFORCING STEEL SHALL BE MIN. GRADE 60 _1
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I w-
GALVANIZATION
GALVANIZATION II I. z z
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT I I )I N W U
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ACCORDANCE WITH ASTM A 153, CLASS B-2, METAL PLATE CONNECTORS, -'I II I1 . O 0
SCREWS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE "'=II • • -' _
STAINLESS STEEL OR HOT DIPPED GALVANIZED.
O o I.-
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: = Q
1. ALL REINFORCEMENT IS BENT COLD MONOLITHIC CONC. FOOTING 12" MIN. C.J I-
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE REINFORCED w/ (2) # 5 SEE NOTE 8, ZQ 07
BAR, IS NOT LESS THAN SIX BAR DIAMETERS CONT. w/ 2'-6" LAP SHEET S1
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE
FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN
DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN
CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT U1319-008-151
MORE THAN 1" OF HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL
BAR LENGTH. CONCRETE BASE RAIL ANCHORAGE �C] REV
N.T.S. O r/ O
SEE MAX. TAIL 1/S2 VECTOR
NOTE: 5'-0" X UP TO 140 MPH WIND SPEED
EXTERIOR WINDOWS AND GLASS DOORS SHALL BEAR AN APPROVED LABEL
4'-0" MAX. 141 TO 150 MPH WIND SPEED E n e 1 n E E R s
IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND 3'-0" MAX. 151 TO 170 MPH WIND SPEED ROOF PANELS PER 9138S.Statest.,&te101
APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH sxMy,lR8407o
2 DETAIL 1/S2
THE FOLLOWING TABLE:
USA STEEL BUILDINGS, INC. - FLORIDA PRODUCT APPROVAL CODES S5 DATE:7-7-2015 DESIGNED:BDV DRAFTER MOP
' \`� """ REVISIONS
MANUFACTURER PRODUCT MODEL/SERIES APPROVAL # DATE DESCRIPTIDN
USA STEEL BUILDINGS, INC. ROOF DECKING 36-R PANEL FL-13364 -
i
it
JANUS INTERNATIONAL CORP. ROLL-UP DOOR 750 SERIES FL-12765 .1 I II I; ft.
POCAHONTAS ALUMINUM CO., INC. WALK-IN DOOR D-100 FL-12903 II II II „ 11 , TS ENDWALL
POST TO MATCH
POCAHONTAS ALUMINUM CO., INC. WINDOWS 100-VS FL-12940 " " II ' BOW SIZE, TYP.
I i i I I I I i " i DESIGNED EXCLUSIVELY FOR
DOOR TABLE I I I 11 I I I I I I USA STEEL BUILDINGS,INC.
CARPORT WIDTH MAX. DOOR WIDTH I II II II II II I
OPTIONAL END 16398 FANCY GAP HIGHWAY
CANA,VA 24317
12'_0" 8'-0" " " WALL PANELS 1$00-579 8589
11 II PER DETAIL
14'-0" TO 16'-0" 10'-0" 1/S1 I II II II 11 II I
18'-0" TO 20'-0" 12'-0"
22'-0" 16'-0" OR (2) 8'-0" I ,,`�A T A� �,�,
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_ , # 4 x 30" REBAR PIN WITH 1/S1 & SHEET 3, TYP. No 57664 •:
30'-0" 16'-0" OR (2) 12'-0" 3 END NUT OR ANCHOR PER *; ;yt , ,
2/S3, WITHIN 6" OF END
S5 np WALL POST TYP. EVERY p
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4'-0" MAX. 141 TO 150 MPH WIND SPEED SEP, O 2 2016
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2 TS 12 GA HEADER
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END WALL POST, TYP. EVERY OTHER END
WALL POST & EA. SIDE OF OPENING FRONT WALL ELEVATION REV
N.T.S. __S4
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TS BOW RAFTER OVERALL LENGTH VARIES (100'-O" MAX.) )/ECTOR
PER PLAN DEPENDS ON NUMBER AND SPACING OF BOWS n e 1 n e E R a
9138aSbbSL.Suite 101
6" LONG NIPPLE PER DETAIL 2/S2,
• 1 I SECURE BOW & POST TO NIPPLE
WITH (2) 1/4"xl" SDF's ON EACH DATE7.7.2015 DESIGNED-BD DDRAFrERMGP
SIDE, (4) PER SPLICE DATE DESCRIPTION
1/8 I , I DBL TS 12 GA. HEADER
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11 II II
. 11 II 11
II
II 11 11
11 11
NIPPLE TO DESIGNED EXCLUSIVELY FOR
II 11 11
II II II
3/16
BASE RAIL USA STEEL BUILDINGS, INC.
16398 FANCY GAP HIGHWAY
--------------------- CANA,VA 24317
BOW/HEADER DETAIL •'O 11 1.800-579-6889 2 3
11 II
Ii II
11 II
11 II
6" LONG NIPPLE PER DETAIL
• 2/S2, SECURE BOW & POST CLEAR SPAN AS REQ'D,
10'--OO" MAX. li �� P .•••••..
TO NIPPLE WITH (2) 1/4"xl" II �J�O�'.•�Grzly's �
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I I MAX., TYP.
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I I I 1 I 6" LONG NIPPLE PER DETAIL 2/S2,
TS BRACE SECURE BOW & POST TO NIPPLE
WITH (2) 1/4"xl" SDF's ON EACH
• SIDE, (4) PER SPLICE U1319-008-151
BRACE CONNECTION DETAIL BOW/POST DETAIL REV
N.T.S. O N.T.S. r/ r O
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OVERALL LENGTH VARIES �/ECTOR
SIMPSON CS16 GALVANIZED 18 GA. COIL
(SEE DETAIL 1/Si) 6 11 e n 6 E R s
STRAP X—BRACING ON ROOF (BENEATH 9138&Stemr,Subjol
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I. DATE DESCRIPTION
ii
TS 14 GA. DIAGONAL \\ I I
BRACE EA. END BAY. DESIGNED EXCLUSIVELY FOR
ATTACH TO BOW USA STEEL BUILDINGS, INC. •
LEGS/ENDWALL POSTS 16398 FANCY GAP HIGHWAY
PER DETAIL 5/S7,
TYP. EA. END-.. CANA,VA 24317
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1/S1 & SHEET S3, TYP. 7/
• No 57664
(2) ADDITIONAL DIAGONAL BRACES PER NOTE THIS DETAIL AT CENTER BAYS AND AT 20'-0" O.C. MAX. WHERE OVERALL
TATE OF
LENGTH EXCEEDS 20'-0" FOR BUILDING WITH ENCLOSED END (FRONT AND REAR) WALLS AND AT 30'-0" O.C. MAX. ANCHOR PER SHEET S3, TYP. � �s;�
WHERE OVERALL LENGTH EXCEEDS 30'-0" FOR BUILDING WITH OPEN END (FRONT AND REAR) WALLS �i '`••.•�••••
WI 6" OF BOW AT EA. SIDE
OF EA. BRACED BAY I,SS g gfl AL.
•
SIDE ELEVATION - 131 TO 170 MPH WIND 1
N.T.S. � SEP 0 2 2016
OPTIONAL END WALL
DIAGONAL BRACE `---`--�~-------' - FRAMING AND PANELS
II 11 n--------
TYP. EA. END BAY II II II II n� PER DETAIL 1/- ii ii II
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TYP. FRONT WALL SECTION - 131 TO 170 MPH WIND REAR WALL SECTION - 131 TO 170 MPH WIND 2 C REv
N.T.S. O