HomeMy WebLinkAbout15-16460 i
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CITY OF� ZEPHYRHILLS
5335-8TH STREET
' - ' (�is)�so-oo20 16460
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16460 Address: 5117 GALL BLVD
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-18500-0070
Improv. Cost: 2,200.00 OWNER INFORMATION
Date Issued: 7/22/2015 Name: PASCO TURF & TRACTOR LLC
Total Fees: 75.00 Address: 5117 GALL BLVD
Amount Paid: 75.00 ZEPHYRHILLS FL 33542-4963
Date Paid: 7/22/2015 Phone:
Work Desc: INSTALL ALUMINUM PAN ROO�
CONTRACTOR S APPLICATION FEES "
SUN STATE AL MINUM I C B ILDI G FEE 75.00
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Ins ections Re uired �
FOOTER 2ND ROUGH PLUMB MISC IN LATION CEILIN
FOOTER BOND DUCTS INSULATED I SEWER MISC.
ROUGH ELECTRIC LINTEL I MISC MISC.
1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC.
DUCTS INSTALLED WATER I MISC DRIVEWAY
PRE-SLAB SHEATHING I MISC. MISC.
CONSTRUCTION POLE FRAME I MISC. MISC.
REINSPECTION FEES: Reinspection fees will com ly 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 correctio�s 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 permitl there may be additional restrictions applicable to this properly 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 properly. if you intend�o obtain financing,consult with your lender or an attorney
before recording�our notice of commencement."
Complete Plans,Specifications Must Accompan �Application.All work shall be performed in accordance with
nd�Ordina�ces. NO OCCUPANCY BEFO C.O.
NTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MON�HS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
813aeo-oo2o City of Zephyr�ills Permit Application Fax-813•�ao-oa2�
, . �
Building Depa�tment
Date Received 'Phons Contact r Permittin
___.---�
(3wner's Name �� �L Q-� 1 f� � Owne�Phons Nnmber
Owner's Address � � � ( C���... ��-�� Owner Phone Number � _- �
Fee Slmple Titleholder Name � � Owner Phone Number � �
i
Fee Simple Titleholder Address
JOB ADDRESS J � � I �QL�-- _c'I�V I LOT# ��
/, ,�
SUBDIVISiON �` � PARCEL ID#
(OBTAINED FROM PROPERTYTAX NQTICE)
WBRK PROPt3SED NEW CONSTR AOD/A T Q SIGN Q Q DEMOLISH
�i� � INSTALL � R�PAI�
PROPQSED-llSE � SFR Q CQMM` Q OTHER
7YPE OF CONSTRUCTION Q BI.00K Q FRAM� Q STEEL Q
DESCRIPTION OF WORK �'N� � �� C��,.1��7 B�V�`l�''r"`� (�-..� ~ 14,.'L`�l�-c-'
BUILDING SIZE ������ SQ FOOTAGE� HEiGHT � � �
�����"���G $ `'�� ��� VALl1AT�ON OF TOTAL CONSTRUGTION
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QEI.ECTRtCA� �-� ANlF SER CE Q PROGF2ES5 ENERGY Q W.R.E.C.
QPlUMBtNG � � j}����
� �UG
QMECHANICAL $ VAk.UAT10�OF MECNANICA�INSTA�IATION
QGAB Q ROQF4NG � SPECI�At.'FY Q {?THER
FINISHED FL40R ELEVATIONS FLQOD ZOI�F AREA C]YES NO
1r�
�ui�.��� "...--.._._ __.__�._..--- cpM��r ��.,1�-�,I� �'i�J�i �L��n
SIGNATU RF�GISTERED Y/ N FEE CURRE� Y/N
Address �j�` t � L`icense# �� �
E�ECTR(ClAN Cf3MPANY
SIGNATURE REGIS7ERED Y/ N FEE CURRE� � Y/N
i
Address ( License# � �
Pl.UMBER COMP.ANY
SIGNATURE � REGISTERED Y/ N FEE CURREA Y/N
Address � License# � �
�
MECHANIGAi. CpMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
I
Addre�s License# � �
OTHER CIOMPANY
SIGNATURE REGISTERED Y/ N . FEE CURRE� Y/N
i
Address � License# �- �
,...
RESIDENi1Al: - °Aftaoh{2)Plcit Plans;(2}sefs of:Bullding Plar�s;{1)set of Energy Farms;R-O-W Pertnit far new constructian,
Minimum.terr(10)working;daysafter,subriilttal date. Required onsite,ConstrucNon Plans,Stormwater Plans w/Siit Fence installed, .
Santtary FadlfUes&1.dumpster,Site Work�Rermit tor'subdivisions/large projects
COMMERCIAL Attach{3}complate sets of 8allding Plans plus a t�fe Safety.Page;(1)set of Energy Forms.R-O-W Peanit far new canstructian.
_ Minimum ten(10)warking days afker submittal date. �equired ons(te,Constructlan Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faollides 8 1 dumpster.Site Work Partnit for all new projects.All commercial requlrements must meet compliance
SlGN PERMIT Attach{2)sefs of Engineered Rtans.. �
"`"PROPERTY SURVEY required for all NEW cqnst i cBon.
Dlrectlons:
Ftll out applicatlon completely.
Uwner&Gantraator sign back of applicatlon,notatized
if aver�2500,a Natice of Camrnencernent ts requifed. (A!G upgrades over�750d)
.. �
Agent(far the contractor)or Power of Attomey(for the oHmer)woul�be someone with notarized letter fmm owner autYrorizing same
01/ER THE GOUNTER PERMITTiFiG (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Drivewayrs-i�ot over Counter if on pubtic roadways..needs ROW
. � , ;
� NOTICE OF DEED RESTRICTIONS: The undersigned under�tands<,th�t,thl�.p�rmit.may be,subJeat to,"deed"restrictions" '_
; whlch may be.more'�r.est�lctive�th�n Countyc'regulations. �Ttie'unde�slgned assuriies-responsitiiltty for�coiiipliance with any �
appticabte deed reshictians. , .
UN�.tCENSED CONTRACTt?RS AND -CONTRACTQR RESPONSIBIl�ITIES: tf the awner has hiced a contrac#or or
aontractors to undertake work, they may be cequtred..to be;itcensed in.accacdance.wlth state.and�local cegulations.. tf the °
contractor (s not Ilcensed as requlred°`by law, both the owner and cont�actiar-riiay be clted-for a-rrtlsdemeanor vlolatton
under state law. If the owner or lntended�contractor are�uncertaln as to what Ilcensing;reyulrements;may apply�.�arthe -
intended work, they are advised to contact the Pasco County Bultcitng'Inspectian Divtslon--Llcensing Sectlon at 727-847-
saae, Furthermore, if the awner has hired� a confracfo� ot contractars, he is adulsed to have the contractor(s) sign
portlans of'the "contractor Block" Qf thls appllcatton for whlch they wllf be.respo�tslble. If yau,as_#he owrie�'sign°as fhe
contractor, that may be an Indicatlon that he Is not.properly Ilcensed and ts nat entltled to permitting priv!leges !n Pasco
County.
TlZANSPORTATiON IMPACT/U'fIi:ITIES�IMPACT�ANb RESOURCE RECOVERY FEES: The underelgned understands
that Transpor#atian Impact Fees snd.Recourse Recove.ry.Fees may°;appiy ta°tt►e construction af new buildings,�change of ' �
use in exis#ing buifdings, or•expar�sion,of ezlsti���bulldings, as spec�ted.fn Pasco County Oidinance number 89-47 and
90-07, as amended. The underslgned also,wnderstands� tha�t:�suah fees�:.as�may.�'be�.dae;,wrlll:be tdentified a#the-time of � '
permikting. It Is furttier understaod that Transpbrtatlon Impact Fees and<Resourae Reaovery�Fees,.must be paid prloc to
�eceiving a "aertlficate of occupancy" or flnal pawec.release.. :If�the project does not tnvolve.a:certificate of occupancy.�or
final power reiease, the#ees must be paid prior to permit issuan`ce. Ft�tthermore;�ff:Pasco County 1NaterlSewe�-Impact
fees are due,they must be�paid.prior to permit-tssuance-in accordance with appltcable Pasco Caunty o�dinances.
CONSTRUCTlON LlEN LAW(Chapter 713� FloNda Statutes�as amendec!): if valuation of work is$2,500AO.ar mare; 1
certify that !t the appllcant, have�been pravided with. a capy� of ttte "Florida Constructlon Lfen Law:Homeownet's
Protecklon Gulde" prepared by the Florida Departme�f of Agrlc.ulture and ConsumerAffairs. If the appllcant Is someone
ather fhan the"owner", I certlfy that I have.obtained'�a�copy.of.the.above..descrlbed docurr�ent�and promise In.good faith to
detiver it to fhe.°awrter"priorto•cammencement: �
CONTRACTOR'S/C?WNER'S A�FIDAVlT: i ce�tify that ali#he information in this appiication is aceurate.and that ali wark
wil!'be done in compliance with a#! appltcable laws regulating construction, zoning and land devefopment. Appticatton is
hereby made ta obta[n .a permit.#o do wor`k,.and Installatlon as tndlcafe.d:• 1 certlfy that no work sa� lnstatlation has
commenced prlar ta Issuance of`a permlt and that.all work wlll be performed�to meet standards of all laws regula�ing�
construction, Coun#y and City codes, zoning reguiations, and land development regulatlons-ln the jurlsdlctlon. I al'so
certify tha# 1 understand that the regutations of ather government agencies may�appiy�to the intended work, and that i# is
my respansibility to identtfy�what�actions 1 must take:to be�in:.corttpllance. Such agenctes-tnclude but-are.not timited to:
- Department ot E�vlronmental ProtectRan-G�rpress:'Bajrlieads; VICe#iand Areas and Environrnentalty Sensitive
Landsr WatedWastewater Trea#ment.
- Southwest Florida Water Management :C7istrict•Wells, Cypress. Bay_heads•, Wetland Areas, Altering
Watercaurses.
- Army Corps of EngtneersSeawalis, Docks,Navfigabte Waterways.
- Department of Health� S Ret�abilftafive Servlces/Environm�rofat Nealth Unit Welis� Wastewater=Treatment,
Septic Tanlis, � � .
- US Environmental Protectlan Agency-Asbestos abatement.
- Federal Avlatlon Authorlty-Runways.
t understand that fhe foltowing;restrlcfi6ns appiy to#he use of flll:�
- Use of f�lt is not a8owed in Flood Zone"V"unless expressiy permitted.
- If the ff!# mate�lal is ta be used In �Flood Zone. "A", it. is understood that a drafinage plan addressEng a
°compensating valume" wlll be submltted at#ime of permltting wl��ch is prepared by a professianat engineer
Ilcensed by the State-of Flarlda.
- If th� fil) materlal ls to be us.ed in Flood Zone °A" tn�connectlon�wltfi.a permitted building using stem wal(
� cansttvction, t certify that flil�will-be used onty.to.till the area within the�stem walt.
- If fill matet�ial is #a be used in any area� 1 �certify that use. of suct� fili witl nat adversety affect adjacent
propsrtfes, #f use of fl!I is founc�to adversely,affect adJaeenfi properties,.ihe awner may be ot#ad far vEareting
the co�d!lions of the�building:permlt lssued under the attached permit applicatEon, far lots less than one (1}
acre whfch are elevated by fill,an engineered drainage plan Is requlred. .
ff i am the AGENT FOR THE OWh1ER, I;;promise In good faith to inform the awner of�the permitting conditlans set forth In
this affidavit�prior ta cammencing construatian. t urider$fand thafi a�s+�parate permit may be requtred for etectric�t work,
plunabing, signs, wells, poals; atr condltioning, .gas, or othec ins#alt�tlons na�.speciflcalty included-in.the application. .A
permft lssued shall be cortstruec!to be a°Iicense.to ptaceed w(th the w6rk and not as-authority to.vfolate� aancel� al#er, ar
set aslde any provisfons of the technlcal.cades; nor shall Issuance�of a.permit_pr.even#th�Bulldlrig Of�tcta!from thereafter
requiring a correction.nf errors ln rplans, cansfnictlon or vlolatlons of any codes. Every p�ermlt Issued shall become invalid
untess the work authorized by such permit.is.commenced�wlthin sGc months of permlt issuance, or If work authorized by
#he permit is suspended ar.abandoned far a�petiod of�stx{8)mont�s:after the tfine the�wot`k is commenced. An extensian
may be requssted� In wrlting, �rom the 8ultding,Qfflcfa! for a perfotl.not•to exceed nlnety�(90}days and wilt demonstrate
justlfiable cause for.the extension�. If work ceases:far nineky(90)cons.ecutive:days,..the jab�is avnsidered abandoned.
WARNING TI� OWNER: YOUR FAiLURE�TO.,REC.pRD.A.NOTIGE OF•COMM6NCEMEMT NIAY°RESULT IN YQUR
PAYiNG'iWiCE F8R IMPROVEMEN�'_S-T�3--1fOi�R'PR� :ERTY. IF°YO.U-iNTEhID:'TQ�t)BTA1N�FIFFI�pGING;�CONSULT
WIT t�1U L.E. D � AN- T7`��R � CO C�Y= � O : = N ,
_ F4.ORIDA JURA�`(F.S,1.1 t 03X� :,_.:::s..�^T`"�.�=:�.� ,�...�-�-�'"__ �--'— -
,�''' . _.___.:_ - _ _�_�-�'._--. --�.-• -
OWNER OR�A{� ''_i�`�'��--;�"'�...� . CO
� T1,y .i,.r
Subsctlb dp �s � .m�-{b�r'�Hirmed)before me thls S a ' or afllrmedj�before me ttil&
�,�"'6y .by :
Who Istare personally known tame or haslhave ptoduc�d � Who ist�re p.etsonallyknawm�to me.or hasfiave praduced �
as Identlflcatlon. as ldendficallon.
Notary Pubttc Notary Publlc
Commisslon No. Commisslon No.
Name o/Notary typed,printed or stamped Name of Notary typed,printed or stamped
3" COMPOSITE ALI.O# PANEI, OR ALUM FLASHING TYPICAL PAN ROOF CONNECTIONS
Z
3`X12' ALUM PAN ROOF INSTALLED UNDER DRIP EDGE OR — —__ «« _ _—
SEAL WITH CAULK N.
s gTTI FIRST ROW OF SHINGLES C !a O o 0 0 oI N
1x3 OPEN BACK AND 12 OVER RISER PAN 0 c'FLASHING BASE RAIL COMP. PANEL ROOF V m V B D ... m
ANGLE y - 12'x3• PAN ROIL a M
NE3 x 1f2' EEC STSTA t�I ND K 112' CIIRRtISION RESISTANT - FASTEN TO BEAR W. ND- DX ENDS OF PANS
ALL PL flO5E SC C: Y3E xx3/4' TEKS ALL PLWPOSE;CREW (E's' D.C:) "=` " « @ MOST ATTACHMENT L!J.z
COMPOSITE PANELS I— t5) VlOx3/4' WASHER/
1/4`xc' EMBEDMENT I « .�''K SEAL HD T£CH SCREVS0 BD?H ENDS L `ASTEN TO NDST STRLCTURE `� a o
OR RISER FAN RDDF ', + a TAPCON (F) Vf I/4' x I'LAGS i3)PER PAN ,^ z LL
V o
I; ti7 1x3 OPEN BACK _ «� DETAIL RISER PAN FASTENING DETAIL
BASE RAIL FASTEN ._ ^ � X TI G E o z
TD SLAB': PER DETAIL "« : xHoROII .I ~ a
«n.—...n�« �_n�««�«an«.nrnsrr«.n.
FATTEN RECEIVING CHANNEL TO HISST -� -- -7 Y d o
I.ITtI I/4`x2 LAG SCRF LtS IIR I/4'x2' FASTEN ROOF TO REC./HEADER A 131T3014 F II
TAPCONS, 24' D.C. t2) RDVS STAGGERED IASTEIt REC CNANdIELIIfEAIIER W/ #IIDx3/4' TEKS #FASTEN RDDF TQ REC./HEnI#ER OPTIONAL POST CONNECTION CHANNEL- O.C. FtClW, TCIP SIR SOTTO WITH EXT 4I DxC
STiNG
Tp IipST P.T. 2x4 M N FACIA Wf ALEII�I. Cif Ub11U 0 Fn a"
CHANNEL W/ N1Dx3/4 TEKS @ #I2x2` SMS OR LA� SI;RES
1C' D.C< 1 ROW. TOP DR BOTTOM 4J
@ 24' D.C. MAX(2)ROWS STAGGERED OR CORNERS O DC r=rc
DETAIL FA5i£II PANS OR C®MP. PANELS TO BE TAIL }>'`$ W W a
ALTERNATE ALTERNATIVE ENLARGED VI J DO o w
CDNEECT PANEL 'TO WALL REC. CHANNEL PER DETAIL A-I AT FASCIA ATTACF{�IEt T z Q Q O N a
AALLtt RR St
fASCNAGt `V/
FEAC5TENA 2> _— P8 x)3' EMBEDMENT PER
EDGE BEAM CL F- 2 z
___ NI0x3/�4' TEKS _ _ '�IEICIIL� FL2 ANGLE G O Q W y N
—� 2)910X3/4' SMS N '1 J z 3
ti•: Y 0 B C.... 9 V V
UT.TYRILa \ 3x2 OPN BACK 21-Cl)
BASE RAILw
RS E NWCALUP l EALEA xl x2 ALUM ANGLE..- E II PER PLAN
MIM t4)#IDxC' 'KH' ALUM BEAM ASTEN V/C2) -II
WASHER HEADED SCi2EWS STzs PER:SPECIFIC VIOx3/4 TEKS OPTIOML FASTEN 2'X2'X.155 ANGLE 2MIUx3/4' SMS
CORROSION RESIST DESIGN REUUIREFIEMTS /CDNMECTI N RECEIVING CHANNEL /C2 #1Qsi3/4' TEKS
IN SCREW BOSSES CORROSION RESISTANT MED TO EDGE BE EACH FLANGE
,TOP OR BOTTOM /4' SMS ANGLE SHOULD BE SAME NOTE. i 2) I'' TAPCONS MAY BE IN PLACE D«
RESIST EWS WIDTH AS 13E:AM (1) LOT 13N ANGLE FLANGES
TYPICAL. CONCEALED CONNECTION TYE"iEAL
N GIRT/PURLIN TO BEAM EACH FL 2'xH'
DR POST INTERNAL FASTENING TOP OR ALUM COLUMN 1x2 OPEN BACK BASE RAIL
MIN t4) Rftl' OR ALUM. POST EITHER CONNECTION FOR PLERLINS/GIRTS/SEGIINDARY HORIZONTAL MEMBERS WASHER HEADED SEREVS 'PICA L DE ELEVATION {I) k` LOT
CORROSION RESIST x 3` EMBEDMENT PER
CLT a SIZES PER IN SCREW BOSSES TE= t1) SCREW H CIF REC. CHANNEL OR ANGLE FLANGE
IIO LUDCB SITE SPECIFIC PLAN __
'^"•'. FIT ADDITIONAL CLIPS WHEN CU t AL CGAxA 2.`XI/B' At+ELE
FASTEN IX2 TD POST. F. .UE I S PER 1"'• COLUMN SIZE PROVIDES ROOM FASiEN_PuATEcic7>F, TAIL 2)#)0x3,/4' TEKS
S IIELU D SI£5FdECIF9G PLAN -17 3 t2?/SIEIE MIN sta�7ti w 3x+°7Ex5
i1) TAPCDN w v Ex lrsrIUOPEN BACK
6'ERBO.C. INTERNAL FASTENING !I d 6'FROM EACH END yip V N i+ta BASE RAIL`L�$' D.E:..:MAX: & $4" UC. 0l LOT DR Kt tRmwu > ASTE:N id/ UP) Iii• TA >;NS 0
MIN t4)ltlDxl' I-I/2` EMBEDMENT ii) TAPS FOT CAS'
C OSt N REST SCREWS L ea 0s LTILUMN SIZES R
WASH R H RESIST INT17 CONCRETE PER FLANGE
IN SCREW BOSSES TO FILL O E 24'
IX2 D.2 a INCLUDED SITE
1)ti1U1 1/2' SMS
I IN(4 AL FAST£NINU ' DOS T£I FLEI®R SPECIE IC PLAN
x4TN'CA> •IOxi ..
WASHER SEADED SCREWS '" .
CORROSION RESIST I, • EDGE DISTANCE MITE:VGA NECNti.CCED WALL NAT V s CE TOSAL PArtL 3'x4• COMPOSITE ATTE PANEL FL 2891 U P E➢WV.
IN SCREW RIIBTES n: TECLBIEo N RECEIVING C NOCLS AIACKO TO ALUM WMKRS
WMI4 x 4e4.7EKS E ld'FIG.MAX I ROOF FATTEN EW/#2x4 I/" e 9,U,AT.ENDS AND RAKES
,•w w I rt1IVITC Ir8'I77A VEEP U5 AT 7Ri7Si ROTT�i tY REC.Ceuw€L FL E29I OR-EOIW.(OR)
GIRT/CHAIRRAIL DETAIL T OR EKLDSE 2'RIMID FOAM IMSU.ATION v/B}E4 AUM MOBILE MAC sx 18'X3' RISER PAN ROOF FASTEN W/ 6 SID x 3/A' WASHERS/ TS
•+1°'.. w RNK4 Ai WRIE WAI t ur I=FASTENED Vtxx IEa R I2'ME..AT EXES R IN FKgD SEAL HS TECH SCREWSB BOTH ENDS & 6' BE, AT RAKE EVES
. '•" COVER V/SPECIFIED SIDING OVER TYVEK OR EDUIV.VAPOR BARRIER.
INLUDE SHIES PER FASTEN 1X2 TO POST WITH ATTACHED TO HOST ORIICrURE
C LLRR SI4E SPECIFIC W/ TYPICAL CONNECTION DETAIL BASE RAIL/REC. t$t Lt4' B—I/ L T SCREWS 4'
TNTERMAL FASTENING CI) T Fw` FROM EACH END CHANNEL TO DECK AND FRAME MEMBERS. i1, 11 O
KIM fd) R-IDsci' & 24' D.C. MAX 6`;FROM TOP AND BOSTON4•D.E.
WASHER HEADED SCREWS... 17 R 6' END «.ter.
pp� 2'x74 GIRT d
CIIRROSIOM RESIST EI.C. �L. D 39TESSP£I FIC PLAFI CI7 TAFCON
II I[ A AT HKICKITPLA7£ tH 6-sal') ¢ (a
TS+I SE3FEVBOSSES 2' EMBEDMEWT 3 Fa' FROM EACH END CHAIR RAIL ii• 36`) ai U
O C N CRETE SLAB INTERNAL FASTENING H d & $4' 4I.C. S
1X2 DIE. M1N 4i)NIDxT 1«If2' EMBEDMENT
PdY£RS.... WASHER HEADED SCREWS Dt1T(k EONCRETE SLAB. MEAN MRDIIF FAST PLA LUM,T KICK IA ATE E w u.
CORROSION RESIST r O® v,
CONCRETE w Wd 41 E8, CI.C, MAX.
SLAB , �..' ;'.! �,.• IN SCREW BOSSES RNELGHTD P .`7]
I'xN'
INTERNAL FAST IIWNECTIOI DETAIL TO BASE RAIL ` AUERs: + ( EIS
Ds sr S ALAI�i BAS£RAIL
..t "4 r-,� $ I BA PSF FASTEN V/ i/4'
onsrEcs V/ t �.' Y" x 3 LONG TAPC
lwlt.;SE'rArauttMgs '�Tr :sy: t 4' D.L.MAX
AVERS ARE UJSEIk HI/V C e a ` CDRROSIt7M RADDRES O w
CON FASTERS SHALL PASS tls RCt 7#A1 i., sE " FiRA NOTE- NO FOOTER ItEi)'D EXCEPT WHEN ADDRESSING ERR z N
THRU PAVERS TO PROVIDE . I A' NOMINAL 2 tot
500 PST SLAB W/O FOOTER MAY BE USED ON LEVEL . 0
FRONT ELEVATION e
I i/s' EMBEDMENT INTO EXIST. SCOPE. OF i'/VE'" 6 UNDER 16' PROJECTION FROM HOST. 0
CONCRETE_SLAB MA SEE SLABS TO HAVE EITHER&x6 0wM OR FIBERaESH
INTERNAL FASTENING CONNECTION CORNER POST DETAILQ SEE CONCRETE PAGE FOR FOOTER OPTIONS
06-22
JUNE 22,'15
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ULT 14.11 MPH I= 142'MPk IIt1OF SPANS 00r !CREEK BtM3 S I4 PS? y W w a
ALLOWABLE'SPANS far EDGE BEAMS-supporting SOLID ROM FyrP. g ALLOIIABLE POST HEIGHTS in SCREEN WALLS supporting SOLID;ROOFS' m 5 y
B I4Oult 110amd ExP. - B MAXBr UM SPAN = a O v a
in SCREEN ROOMS O w m
POS'8R7'R1!TON. P08TS CARffING LATERAL.DESIGN PRESSyt&e ae P iT J —' z o
ON TRIBUTARY LOAD a SINGLE SPAN OF ROOF + OVERHANG DIVIDED BY 2 9628 G Tyy 22 PS?UPLIFT ON S0U01 ROOF PANELS 3x2 x024 ALUM PANS II' 9'e_Q s _
SIZE 22 P UPLIFT ON SOLID ROOF PANELS 60464 T6 p02.sPxdr�O N Q m z
Ti 605 POST RY S CAYING LATERAL SCRERR PRESSURE 8.8 PSIS 3 z1`x.t�32" ALUM PANS I3`-5" o
sPActwc ,. i'<6- s' 6, ' * ' a -a- ,;._$. r-k- 7° s^ �ti• h d
3'x12'x;26 GA GAtV. STEEL PANS
TRM- MAD -O" W' a 7"--0 8'-0 R" 0" t O`•D^ 11'-0° 12"_O* saa 40v r-r r-z a-r vim' s'_z Y-ac S-9 5.3 5'e
2442x0:046'HOLLOW 4`-4' 3°-I1' 3^-9 3_6•.. 3•-4 3'-2- 3.-,0. 3xaxi 0v sr..rc -1a' 6r^6' 8•-3' 7•-IW ?•-e• r-6' ;•-<' 7°-2" 3'x4:"x;024' COMPOSITE,PANELS 13-b 4"-3"4'-6 6'- 5'- 4°-11 4'-1
3.2.*07a -s 9 fi' s•-a0' 9 -3 " B -1C? r-fi 3'x4'*032' CUMPIJSITL PA �'
I LS 15'-9
2449x0.050'HOLLOW 4' 4' ` 4'-9' ' ` 1P
2ss33.'8045 caex.0u -#' itk-s• r-a• 9-6• »a• 6° e'-c• 6•-r r-yam 4x4°x.Oc�R'.COMPOSITE FA94LLS 1T,'�la'
3442x0.070't LLOtt T' iP' 7'.- •-7".. 6'-2' 5":-10' 5'-6' 5'-3` 5`-1' 2443x0.0 'fa ti�-0• se'-a• ta'-t g�-y 9'-6• §^-" ffi"-5 H'-7•
2443x0:054't OLLOW °T 6-6 6<-0• 5".-5" 5-.2 5•-6• s'-9' 4'-6• 44.1x0.010'run c t iy�e ar-0 xv-s is 4• -rr g_#. 0_s s s 4`*4'x.032' COMPOSITE PANELS 17+-3`
...2444x0.050'HOLLOW 7"-3' 6"-8' 6'-e^' 5'-5'- 5'-2 4'-Ir : 4"-g» 2.4.A05a'IOLLQV i23' 4' 101••!0• IV_7" t0'°•2" 9^-6'.. 3_7• 9'-0Y
2444x0146' , a-e' 7-5' 6'-Sa" 61- .1, 2.4rsasa's+ , -6. ,r-s' 1r- 10'-9" yl,-4! 9-te' 9'-s' 9`3. SPANS ARE FOR INDUSTRY
8x4x0A46 sx pL-'a '9 Ir-r' n-e -y' as»e it-r s-s s' STANDARDS. CONTRACTOR MAY
295adf...45D' SNB 4'--2` " 7<-3+ aa n
6 i0
24x6190"IULLOW 13'-4" ,a'4-.. a1"-14 it _to• io•.s' *.W g•-?•.._ USE MANUFACTURER'S SPEC'S
COii$D. SEAMS i1t 1#1LLDv TILT OS x COPE 8x5xaa50 44-4' ,3=s ,2"-,0' W-s• 11 3M is=sa• la--A W/ FLORIDA
�� PRODUCT� + APPROVAL^ � 7 ��P.X3!iY 4• 1442 A8. 7r6' 6`'-ECG 6•._,y". •ye ll' 5-.7• 5,.••.�•... 4'-it?` 2xrG«0.4"`eA"sms 16•_0° -y5<-t• e4^.4- P!'-0' =-1• 'O•-r. .LL. .!L.... 'AND SUBSTITUTE
MANUFACTURERS S ABOVE
ENGINEERING
2X4 HT'-Ix2 0B..: ^P".-2' 2•-4• 7'-9• 7°-3': 6'-14' 6"-6' 6'- •--.SI' 27.6315''MYIR 17•-9' t&•-4' 1$`-le" -i�"-2` t". i5�"^a Yv"-7T 1 -7` i O SUBS t ITUTE FOR5 ABOVE
8X4 2446y205* Ix2 OB 8'-3` 7'-6- 6'-11' 6'-6' 6'-2• 5•-10' 5'-7' 84274404 S -1• 3Y-r 2s-7 2y.-3 8'-Y rs•-Ye- 25 '4' I S R ' S AMI ARt7 SF"7A
_.. _. 2.9.0168°SwB...._ 4V-i' 39^-r 37-4+ 35'-tr 34'-6' 33•-1' 3r-ir.=,...
2x10xa0s2 9441 471-5' 4Sr->' 44'-91 4e-w 41•-. 3s'-1r 391-9• ar- PANEL THICKNESS, DEtNSITY, &
3x3.c.672 13'-ea' 13..,9. 1e`-6• 11 16ar•-e* 31"-0.. 10•s sera- s• METAL GUAGE NOT SHOWN.
OLT 140 MPH ALLOWABLE SPANS for CARRIER BEAMS" RIDGE, & MID-SPAN BREAMS
EXP. —2 3443x31190` 14'-3' ill-W 11-8" Or-4d' 10-5, 1a'-i'
POST EXTRUSION SUPPORTING SOLID ROOFS IN SCREEN ROOMS 3a3.0.125` 17'-1 i6"s 15-,1' 6s s t4"-x/ 34'-7 14.2 474? 1a-r SPAN IS LENGTH OF PANEL
Size 5 T5 22 PS? UPLIFT ON SOLID ROOF PANELS 44444s29' 20_yr ;z;- le r ar 6 zfi'-e 16-a 1s a' j;:;:— y;.,,; BETWEEN ATTACHMENT POINTS;
6081 TB TRIBUTARY LOAD WIDTH/ BEAM SPACING HOST STRUCTURE, RIDGE, OR
tID- PP.N BEAM. 0
TRIG- LOAD `+►' g"_(Ix 9"-fl°' 10`-O" iz"'«0" 14'-O"' 18"-a^ .119`_0' �p"_p" '..O^ --- _ �
MUM SPANS for CHAIR RAILS & OIRTS L1NIY LCIAP, z 8.B PSF o
2x4x0A46'Vii 7•-0' 6--r s•-4' 4•-1a- 4•-6 ,., —le' r a T.A. 140 OLT- i. MIN, SLOPE FC R ALUM. & STEEL z r
r 6 RISER PANS = 1 'G" : 1' RISE g l■■, a
2xSxU 4gG"SNB ¢-xr 9•-a 5'-1a• s-s s-� s e s"-a^ .•v 4 s — v
2xs.mowl sms i4•-r r-ir 7.-9". 7•-6' 6.,,,6.. 6,_a.. 5._p. S'-4' S-r a
2xex.046 HOLLIW 7- s'- v-s' a V-,1• MIN. SLOPE FOR COMPOSITE a o
2x7x0A5S' SMB 3e.-g. 9.-t0' 8-'r 01-V 7_e. 5.-tv 6'-4 br-r 9-19 . , T E m
2443x1754 h®LLIIW _ PANED IS 1r'4 1 Rh5 o
>.$x8x01172` TkB 20'-0' tr»3' tS'-6-... ti^-r' li'-U' 12'^l• lr_9' ,a`-10` 19°»3" 2x444,050 HOLLOW 7'wt0' 7°-ia' ?'-10' 7'-16" 7° i O ti '
6AXIiltM SLDPE FC1R I3C�T� o O a
x d
2443x0.072"3t#B 2S"-s. 22--C" is--a' sr» ... ,6'-= is°-s" H•-fi• t3'-Y lr-1' 2x344»a7 HOLLLIW IS. 3" Y RISE
21cI0x4.092-^ales } 2&°-it- 25'.-ta• .23'-y' er-y' 191-6• 18•-2' y7'-2'. _ 16"-3' 7S'-fi- a
C2)Ex9x4$172' StsB. 95^-9` 3i`-'.9` .B?'•tr 23--5' El'-fi- 22'-a' �'4•_fi, y"1•-7• 111_1•. /w) N
24410x4.092'SM6 4r-II 36--9 3E-k0 29-yt' �7-E' 2S-yfi Ei"-4' 23-1" -a
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as
06-22
JUNE 22,'15
DETAILS 3
NTS
Z
\_ N
W o
r0
ojs d#o
ALUM RIDGE CAP W/
0
0x 5/8' SMS CORROSION R NT Z
12 O.G. PAN 2'x2" xl/8' ANGLES =5
OR xLENGTH TO MATCH :BEA DEPTH `� Y W'a
COMPOSITE FASTEN SMB TO REC_ CHANNEL EACH SIDE ' ij
2x B. FASTEN TO PT ISCH1 ' BEAMDPTH8C0RR0SIDO J W W y
RIDGE BEAM
1x2 CORROSION RESISTANT
L T(4) 318 THROUGH BOLTS PER PLAN 1/4' x3' LAG SCREWS
' (TAPCONS INTO MASONRY)
WASHERS&NUTS CORROSION RESISTANT
3x3' '125 POST ALTERNATE SMB TO P
CONNECTION CONNECTION DETAIL OF
OPTIONAL "2 OPEN BACK �- BEAM TO HOST WALL
ROOF ALTERNATIVE WOOD FRAME OR MASONRY
ABLE END WALL
RID AMCUNNECTIDNS
FIT ADDITIONAL ANGLES OR CLIPS
t.WH€N COLUMN SIZE
PROVIDES RtLJM (2)/SIDE
2'x2'x2'x.I25' ANGLE
1i2x3C4 TEKS
(2)/SIDE 2 X2§4 12S AL (2) 3/8' THRU BOLTS
` ` . LE
PREDRILL VERT FLANGES 3'x3'
11 GA INTERNAL ALUM. POST
ALUMINUM BASE
PEN HACK B II I/4* x? 1/4"' o
. EEM RAIL TAPCONS (2>/SIDE TEKS ce
� 0 2> �' TAPCIIt�S Z
® o PER €'LANGE Q O
2' EMBEDMENT a
. EDGE DISTANCE •. V O
_____ - - r 1L
4' w �` ,' ". .° (6) 1/9' CONCRETE SCREW (EXTERNAL) OR x C
�. (4) 1/4' CONCRETE SCREW (INTERNAL) z
' \/ , � '� w RAWL TAPPER OR EQUIVALENT G U
MIN, c` EMBEI? Et�T, W
TYPICAL CDN IECTII - AL.UM. A IGL CORROSION RESISTANT z
NOTE: NO FOOTER REQ'D FOR SCREEN ROOMS' LESS THAN 500 SQ F"I`.
SIDE \/ E ' OIEW _ ANGLECONNECTION POST TO CONCRETE
A� Q
06-22
JUNE 22,'15
DETAILS 2
NTS
lllJ
L
LL
z
d u 4
=LL
N � O
0z
APPROVED PRODUCTS LIST
Ws
PRODucT SUB _
CATEGORY CATEGORY MANUFACTURER S I ATE OF FLORIDA EXPIRATION z 0]o y
28'_O APPROVAL "
DATE o O n H ROOFING METAL STRUCTAL
1111
ROOFING BUILDING SYSTEMS FL 154911 12 /31/ 15
I—' MOM.
PROPOSED ALUMINUM PAN ROOF INSTALLATION FOR: � z o
PASCO TURF&TRACTOR
w
5117 GALL BLVD.
ZEPHYRHILLS FLORIDA 33541
NOTES:
1)ALL WORK MUST COMPLY WITH
ALL CURRENT 2010 FLORIDA BUILDING CODES
2)THIS PROJECTS MATERIAL HAS BEEN CALCULATED AS RISK CATEGORY 1,140MPH(3 SEC
GUST),EXP"B"W/6005 T-5 ALUMINUM.REF.FBC TABLE 1609-C RISK CATEGORY 1.
3)CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
CONNECT USING(4)3/8" .O32 PAN ROOF SY M STE
THRU BOLTS,WASHERS CONNECT USING(4)3/8" .O32 PAN ROOF SYSTEM
&NUTS THRU BOLTS,WASHERS
&NUTS I SEE DETAIL
/1 SLOPE SHT.#2
2x1O SMB
2x1O SMB
o U
BLOCK OPEN
m ) Q
WALL TO SHOP BLOCK m 0 U Ct
z v
x WALL 8 _? 6 OPEN �y x X
,�p a
3" IN ERNAL POST BASE CLIP �^+ z
3" INTERNAL-?OST BASE CL IP ( N
3" INTERNAL POST BASE CLIP 20" T2' 13-O� �� �.
25'- " a cal
28-0" 5' 0° 0
06-22
ELEVATION PLAN JUNE 22,'15
NTS