HomeMy WebLinkAbout22-4480ig
City of Zephyrhilis
5335 Eighth Street
Zephyrhills, FL 33542 BAR-004480-2022
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/19/2022
111 11111111 11,1:11111111 111 lillop III III III III III III IN III I MMI== ��
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.6.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR $1
PERMI
PE ILTOFF410E —j
CTION
its-rtl0-a020 _rt} 70�>�}l,`i!sGrmit {t(icaicasl
tL aye Y ai.n-at;i
Date Received PULE-. Uoir act for pe r atting
Owner's, Nam0 °° 80 1aC0 ' e (M �`�Y� 4$'e d1� Owner Phono Number
3
6 �j �@
Owner's Address y�{�°��°,.. ..� �dbSps y { Owner Phone Nkrnit;ee
ea 5in7pie Tiflehof #er Name 1 0,,s tea- Phone: Nunnr er
Fee Shnple TitleholderAddress
JOB AD G,BV�it.s_C!2
SUF3EeiV€SIOh� __—SC V__. ��aRCI_;s ��1 ,Lf a j2.� btag�t3 c �6
,._..__„ .._.. -..-_ )L.TAItcFi t'Iciltt ;'�C'UE r ixl).'aQl lC _• Y. .. .— .
WORK PROPOSED %,r,r11-1 i 1,> 1 r_�_ ;lCd?J �i iy yF ,i.:: :•N
--) NSALE. � (..71 r '!r+
PROPOSEDUSE ( ?CONIH
TYPE 4C Gi}NST6ttSCTlCtN _� ['LOCIti r t traN`t� { w 1 STEEL
DESCRIPTION OF WORK
:f BU11LDIhIG 5€zE SQ t_CJtss f P o HEIGHT
9. 41k4�,It, Tc t'Y, t.kk X,'1,'uR s&.k Ic&fv§ ex If e T a i:6 M4,. 9.k 1' C. �:.. NI A fi..4
Y BUILDING
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�.tT.cl• VALU, t..N..a: Cr\_CON S f RU-.rC(,I
-IELECTftICAL C� .. Ah..Yr' Rr°�C.F ...-.., ROGRP.,. Ne.3Gr -.(;.
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AddressRE
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ELECTRICIAN j C t3,AP'A'w
51t�NATt:RE � c sr_r.i
Address
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PLUMBER
SIGNATURE
Address
,r MECHANICAL � � CO AsA11i
SIGNArURE
Address
Address
tat vlsusxaTvltta,A 1XI t& Aa 411 "ItTlUou I' f 11`if.11 z9 9 .V,al, 4 Y. Tar 3 41i r, 1 I
R€ SIDENTIAL Attach 0 Plot t Iw� s; (.T2 ace. o €3,_i -+ ry P.�=ns: I ,�t ct „}r _ ft J .; lamilt f,,r i� .r, n ,.
MjI)im va, ten ( M ,vul<w . days of`e
Sar-itaiy Taca , s & ,I c: npsr..ir, Sli Work
COMMERCIAL Alin!- 121 camel W sets,,setc,,if 90NIng Ian, „ a> „ Yc 3aY 4 r?. t i"ra . oc t a.La i . E rya_ R Pe,inrt Ix
r
Tai i:ar, rcacli, S & t - � p�t..r. S't, ,1cr, --err 'oa all nes r> .,]e(Js.:yA co, ; err ,' must
SIGN PERMIT Attodh 12) sets rt argi:,r P <r s
""PROa S 1Ri1E x u ed Ix al Na v
.t,44 C1iYf'CkSt�tl
Fill out aooilcatw cc n ieiP(
s Owner If C ontnactor sign ba t i
� Itanair,
If over $2500, a Ne4 ce of Commencement a> re rt rest. ,VC u faesades cie., $Y 500)
Am nt (tor the. c.,n,r<sctor) oa ,' rvva-st of , cn o (4:r :.,r r u4 are ,. , rt;'
0VFR THE COUNTER PERNIFTUNG r fo(cc at rc-lu,cJ!
t erca,rs i, shingles Sowers air Sk r ,
Driveways. Not I.IveCoz-,,tc,o r uIi r ,� <_,< •;C?m°d
813-780-00M f ity DT Zephyrhills Perritit Application
sing Dapaitment
NOTICE OF DEED RESTRICTIONS: -Irne undersiy,i,c, u�diatanits trot therinw ma LIE., surtlect 10 iises" is Inc,, t,, n-,,ir- re- tm r,ri
mor, Qount,, regulations, The undersigned asswines osporsiibiIi(v or corlpifince with an-applofitA, fie rest11MIS
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIEPLITIES 4 the cvvrrshas hired a a(Lat- t.:;t, f,f Crotj j(j(:1i to . i-( Jiv t'ley
may be required to he licensed in accords ,a. volh slate and loco z tcaul,hon,' 11 ths, cianhactor c. net tic ensec f%-, ,qw:nd t y I ,Y, hifl, i% -ii, crawl
cont-actor may be cited for a rniscaknexaiiovic[Lno, jnder ,,:,its if the a- intended ct)iiti000r 3ie unit ei!Alll as tii wi,A ioQ-1,orli,ilto
may apply for the Intended tsoils, they art adv,.,ed to contaO the, ,)sco Comity Burd,ng I-Ispechon f),VisK)n--L Sri, ti" i ib fw "- 9,
Furthermore, if the owner has hirum contractor or c onhactc-y, h -1, is ad,, i;oxto havo thcs ,-ontra(todi) s,gr,, cn tr. uf the c, 'trovr)r . A this
application for which they will be responfilyle. It yocs s i1he om"o, fig loo a0'ractorj mat rrsy Lo ar, nd,.,,,rvic', thiii he r c c i ci -,fl I J v
not entitled to permitting f)rIV1lagEo', In Pas(s) CAlUnty.
TRANSPORTATION IMPACTIUTIL.ITIES IMPACT AND RESOURCE RECOVERY FEES Tht= tfnJeiyigblr-,,,r inilerotaods
that Transportation Impact Fees and RR?x)urse lfoco,inry Fers rnsy aripk, to II)o coistinct-fion a-,' now hijilding- of we ax i Adwpsor
expansion of existing buildings, as specifwd in Paso n Goufiv, i-Drcinai�so -urru)vT 89-07 ;,,na 90-07, af; -itle u,dw3ici ad fil- 'hat
such fees, as may he due, will be idenlihod at tne wr,-, of pernitfins. l[Etn't'%r,,f understood ;hat T ansputat c,-f I Vinrt " f%es , d Rout ,-C
Fees most be paid prior to receiving a cortificiate of oc.�-,Pa,:cyor final powii., release, if ifie pro act doe.., no, srv, Ive o err e o' c, n,�{ )r Groat
power release, the fees must be card prior to permit issuanc�il. F,-;r1he rriw'o� J Fiasco Ctx,inty walfa/Sewer mraci faei- �ii �. ,,,u thev ,a ,d p or
to Permit ISSLI811ce In @CCOrdance kvith 9pift.arilo lo<:sro Co onty onknarr,,es.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Stattrics, as anwhded): fvaluaJon of won, in $2,500.(10 m more, I e;,'n G h-, t I „=ccnt
have been provided with a copy of the 'Florida Goes ,,troctlori Jer raff-Horneowner's ProIectrcn GLIoe pris)aiev -,)}, -:t cl
Agriculture and Consumer Affairs. If the (applikoant I, somer, ic ot,ier than the 'coaiec`, I certify thrt I have obtFre-i n o t i
document and promise in good' faith to dcliver, it to Ili, "owner' g-ior Is coin -encen-ent,
CONTRACTOR'SIOWNER'S AFFIDAVIT, I Iwhifv thot all 11-0 Infoi niiIdott III Hil, applicar,')n it', and ""'A vl work rni i i i, doric,- -_ -anif vli n
all applicable laws regulation consiruofiori, zoning aria land bevelomart. Acpl,cahon is iaereby made. to otcun a .:orrn no ,,)rk ul nhahoil lifi
o(ficated, I Gantry the,. no work or it ismilaJon etas ouiomienceJ to to: to rosiarce of a per"irt and that all vors !; 1 be pe `aranI b i ) irwt, z ut, v u, of Al
laws regulating construction, County and City code,,,, of eirgt:,t1firiis cmc. land oevelop-nent in the uriaolrti-, i!s3(_3 f 'v
Understand that the regulation, of other orwerninew agencies rnxapply to as intended hook, :and that Ids; li,
f, aifcni, I
most take to be in compliance. SLch agencies include but are not I(n-Ijbid io
Department of Envirikinpriental F1rotecfiori--Cyi),,es Bayhee.,ds, Welland Areas and zaensifivu
Lands, Water/Wastewater Tr)etnIct-"
Southwest Ronda Water Mal agenient iDisbic.1-sVells, Cypress Baynet,lds, VIIIA!,:1d yiiddng
Watercourses.
Army Corps of Engineers-Soavealls, Dodos, rvavigatse Watorways,
Department of Heaith & Rehabilitative S(,,rvi�,e.,-,/E!-ivlronviientaI Heallin 'Ui' p vVelst
Septic Tanks.
US Environmental Protection Ageni,-y-Ashestos albaternent,
Federal Aviation Autpharty-Runways.
I understand that the yilloitbriff restrictions apply to PIE, use =af fil!:
Use of fill is not allowed in Flocid Zone "J" un,ess expre.ssly perni1ted.
If the fill material is to sly asyid nt Flocic Zone "A`, it is understood o-oit a t, �(,Jressk- a
9
compensating volume' will be sultinirkid Fit Irmo of permitting which 's pox,kffyid va
licensed by the State- of Florida,
If the fill material is to do used in Flood Zone "A" in connecticr, with a Dmi-dtted bui,Jng fjerii stail
construction I certify that fill twill be use,,.1 only to 101 the area within the stemasill,
If fill material is to be ussidi in ani, area, I cisi-fify toat use of sucl-, fill vviI nol nevi, sek, :fkt adia;ont
properties. If use of fill is found to aidvf?,I-sely affect adjacept properties,, the oAvnc,,r may as ca d it, iioli,,tirg
,he conditions of the building pevrnii issued under the yrtLached peft-ni, ap�nfl(,aflron, fi-r ois tee, inif
acre which are elevilled by fill, an ergineersic Jrarnage, ilafri is rojuired.
If 1 ern the AGENT FOR THE OWNER, 1 pfomIra I',-r good fwi, if' ri'nin) fire (ioner N, tlr.,etmffimj , conct!ofs.,� oorh II, Ii F fldr V ti" , 't pf>
commencing construction, t understand that a oeps, aie sern,q rray bill retuted for elecbi-af work, awribing, <;zy,s, fse.S' EQC , err Ca J t � tia o,
other installations not specifically include, In the ar-Anabor. A re,mii iss is-, shall be aonstrfiod io be a hce.,s n t� 'Iioc,led of me xr. r,J 'Io�
authority to violate, crincol, after, or set anode any fo_vjs,ons .)f the tochno;al i,odes nor o1lall tsouance of -I) oi-Ir'lij ,Ow)j;' fic T", ""I'l
hereafter requiring a correc6en of errors in plans, o.. s6 a�iien rn v cdcitions of any cede, wary pe mi, ssusu h l oEscan , r alid,.rl s,;
authorized .o -,o., io, a
period of six (6) months offer the time the kw?k is ci.Titmnemced, Ali exier,sion rnay be requested, ililioYf)Dt i
exceed ninety (90) days and voll darnoils:ratokodoi itale caui,,,afothis If work ceases to, iinfily (90) c( -ouri,o hh", thez,i)
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORi) A NOTICE OF COMMENCENIEN' ,MA,4 RFISUL'11- It,] YOUR
PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. IF YOU INTEND To OBTAIN f 1F,1,ANC1yzG, C,,,')NSJLT
RNEX-INEWULUACAMM,
FLORIDA JURAT (F.S. 117.03)
s
OWNER OR AGENT-- �ONTRAC TOR-1—
g'�� - , I sold N -t 30c, d and worn to (c,7. y b fr,ned, lit
10 -1, "IC if al /V--
a ig t�. AN is,ane e ally knu eh',; n- 7i ho,S, -ire 3enxin�dly kil Vrtolre�rro-af,, Who Qon, I, a7proluced il f f� Odt�, d
lrmLta4 fii'a f I - ibim as Identification.
Wrary fluldc
Commission No
(I WA ILA 4
a �T
of Not Name of Nctary T)ea m-
,k
,\�,pyy pty�%, 8RITTANY ADAMS
Notary ibbiblic -S rate of Flt,)rjda,
0hannission Y) 03,7s�
, 4a,", ('95
COropilission Lnrire'lyll'
gandehy 23, 2024
13RITTANY
,in,, i of Florida{
No 4'1 �y Public -Stilts
C 18r I
nnission # GG
y Vr
oExpires gg
P Y corn r n
,January 23r 2()24
r }fit 1 10596 2ir..,;� �..!)
s .- .Ctf't7 a 09 46 AM Rcpt. 2445142 Re I=),00 D ",00
%OTa S 21 t I i iaE F t
THE UNDERSIGNED hemby acres wtk tits? tru-mm''nsrt % en r o > c a �> r� ea € r yin �, , r4 ir7 rc�u JcRc x#u`r Gta r} e i3 .<.:,0rr.,n "W10,s,
A the fd1cret g, in ihts WLtcs LICwtManwawh
Dalo'iptlwof dr, P,tesCsi k'e,'�1. _ 'apn too. t�p� � � j
`#r&t6tAd •ki ` fC',� ac7"
.2. C3•an. i srsip oilmp rnesY�. � .t .. '-:.,_s_ tp-,'>a.
fta ov uw €et the
sn vent .�
Add cis
intsrostiny
ftS�uegcsot€'Sbrtrat�Tri'shaids3: „, f
s
EMMMEEREMMMME
51
A�3ifls
Parsom
_ v4thit the
e of Flurlda dwtgmted by to ownsrr vM whom nol or Ww dommartts vasy Na ,aa rvvad w� ,Xv., lfxf
A�
9, E 9 date of No9w of Ccar me,, (04 eq*s "c. Sits "mKy W f<a bakm ft. , t-pWC1a of ctormtrucuov W-W pal"'r , t to ttIt
cwireotos but s4 to one y"r fraxre the 6,4 a Of wa I,: r- citek> :s a a ,tfsran ",taws €s s i n , , m " .,.......
Under Tsan8* loy t flsr ate that t have ma Uta'ss 4nIt ntllxt of t"O" r Nosm"arA t" r .vl kwkh,ws a tivc ,t , ki €
ei s y orkS daetef.
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STATE OF FLORIDA
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DESIGN CRITERIA-
1, THE FLORIDA BUILDING CODE 7TH EDITION 2020
SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN,
CHAPTER 20 ALUMINUM, AND CHAPTER 23 WOOD-
2, AA ASM 35 ON SPECIFICATIONS FOR ALUMINUM
STRUCTURES PART I -A AND I-B OF THE ALUMINUM
DESIGN MANUAL PREPARED BY THE ALUMINUM
ASSOCIATION, INC, WASHINGTON, D.C., 2020 EDITION,
3. ASCE 7-16.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH
1604,5 AND TABLE 1604.5; RISK CATEGORY 1.
2. BASIC WIND SPEED TABLE, TABLE 1&69_SiT_XT_E OF
FLORIDA DEBRIS REGION & BASIC WIND SPEED,
PARAGRAPH 1609.3 AND TABLE 1609.31 EQUIVALENT
BASIC WIND SPEED: 14OMPH V-ULTIMATE EXPOSURE
CATEGORY, PARAGRAPH 1609,4.3: C
1 BUILDING CATEGORY FOR ALUMINUM STRUCTURES,
PARAGRAPH 2002,6: BUILDING CATEGORY 1.
4. MEMBER LIVE LOADS(FBC _2002A) ---
4.1, PRIMARY: 300LBS, ROOF PURLINS: 200LBS
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO
THIS PROJECT:
1, ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
2. PROD, SPECA (3- ERB FOAM PANELS): FL#7561-R5
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR
BETTER ZINC PLATED,
4, #10 SCREWS 6" FROM END AND 24" CENTER TO
CENTER.
5. FINAL DOOR LOCATION SHALL BE DETERMINED BY
CONTRACTOR IN THE FIELD,
6. TYPICAL SCREEN TYPE SHALL BE 18x14x0.013
7, ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS
THAN, WHAT IS SHOWN ON THIS PRINT,
7A, (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5)
I EMPLE I ERRACE,
813-984-1185
6231 BLACK DAIRY RD.
SEFFNER, FL 3358II
586-873-4980
PENDLETON
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
10'-0-
16!-6"
T
31 -0 11
ii
2_X2
2x3
JLT-6-4
2x3 -
TYR
2X2
TYR
TYP,
FINAL DOOR
LOCATION T.D IN I
HELD
V
n
u g
v
WITH ICRE
WORK SHPALLCOMP",
_ -rM
,,rIr-,pc rzi g--,RIDA Mll
La"ANita,
co,-77501r ,_Aji
THIE 'I'T"T cr MN
,ND
ORDINANCEE
r -- W6 1 Q qnr
REVHEM DA&� E J,
Y
H Yl�, H 0 F Z EFF)
PLANE", ',null
HOUSE
SCALE: 1/4'= V-0'
Ki
E.(#82363) PLAN
BEAM----, CONTRACTOR
PURLIN 1/8"PLATEON45'---_ LIGHTNING ALUMINUM, INC
#10 EMS 1-1/4' _F7F> ANGLE P,O. BOX 290144
GUSSET 2X3 TEMPLE TERRACE, FL 33687
� Sj��
DIMENSIONS O.0
F.F, I SCREWS VARY 2x3 (9) #10x3/4'SMS 813-984-1185
— : '_ - Zx
16'x4': 2x4 - 2x7 BASED ON BEAM
12'x4': 2x4 - 2x5 SIZE
2"x4�'- 2"x1G'
(SIZE MAY
VARY)
EXTERNAL GUSSET DETAIL
SCALE: N.T.S.
RECEIVING BEAM
CHANNEL W/ (2)
#10x3/4' INTO EACH
FACE& (3) #1 Ox314'
INTO BEAM
PURLIN OR GIRT TO BEAM OR POST DETAIL
(2) #10x2' SCREWS THRU EXTRUSION
(1) #10x2' SCREW 24"O.C,
2- WIDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
TW/#8x3/4"
RECEIVING CHANNEL
SELF -MATING
W/ (2) #1 Ox3/4-INTO
BEAM - NOTCH
GIRT EACH SIDE & (3)
FOR UPRIGHT W1
#10x3/4" INTO 2x3
MIN, 3/4' OLC,
ko
0 0
.1 #10x3/4"
UPRIGHT TO
SCALE: N.T.S.
BEAM CONNECTION -DETAIL
BEAM SIZE x 4' GUSSET (I,' THICK)
0-
#IOX314',
2"O.C.
ol
0 OVERLSPLICE DETAIL
V
N.T.S.6-2S.CALE: NTS
(2) #1 Gx2- SCREWS THRU EXTRUSION -
(1) #I0X2- SCREW 24- O.C.
2" WIDE EX
TRUDED
GUTTER BRACE AT
EACH BEAM
W/ (2) #8x3/4'
0
NO.OF SCREWS AND
910x3/4-INTO- 1 TO VARY. SCREWS TOMAINTAIN#10x3/4'INTO
NO, OF SCREWS AND PATTERN
RECEIVING CHANNEL
TO VARY. SCREWS TO MAINTAIN
1-114'CIC
RECEIVING CHANNEL
1-114"C/C
GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
SCALENTS
GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL
(1:�s_CAL_E: N.T.S. -
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS SELF MATING SMB
2X2- 2"X2'X0.044" 2X4: 2"X4"X0.044"X0. 100"
2X3: 2"X3'X0.050' 2X5: 2"X5"X0.050"X0.100"
2X4: 2X4"X0.050" 2X6- 2"X6"XO.055"XO.120"
2X5: 2"X5"X0.050" 2X7: 2"X7"X0.057"X0. 120"
3X3: 3"X3"XO.093" 2X8: 2"X8"X0.072"X0A24"
4X8:4"X8" ULTRASCAPE 2X9: 2"X9"X0.072"X0.124"
2X% 2"X10"X0.092"X0.398"
OPEN BACK SECTIONS
IX2: 1"X2"X0.040" SNAP -SECTIONS
IX3: 1"X3"X0.045" 2X2 SNAP: 2`X2'X0.045'
2X3 SNAP- 2X3"X0,050'*
DOOR KICK PLATE 2X4 SNAP: 2"X4"X0.045"
8"-14", 0.024" MIN THK.
#12x314* TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1/4'0,C. SPACING
4xg ULTRA SCARE BEAM SPLICE DETAIL
U
S
(�l 3) S.8Al.L:TMTS7
RECEIVING CHANNEL
W1 (2) #1 0x314- INTO
GIRT EACH SIDE & (3)
#1 Ox3W' INTO 2x3
r;-\ SLOPED PURLIN CONNECTION DETAIL
��ACAIE . � S
13
E3
RECEIVING CHANNEL BEAM
W/ (2) #lOx3/4!'INTO
EACH FACE & (3)
#I0x3/4' INTO BEAM
DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION
SCALE: N.T.S.
--JD-- (2) 114' DJA. x
3-112'
THRU BOLTS
INTO GUTTER ALSO
INTO CARRY BEAM
00
NO, OF SCREWS AND
PATTERN
0 TO VARY, SCREWS
0 TO MAINTAIN 1-1/4'
__— C/C
COMPOSITE TO GUTTER TO BEAM TO 3X3 COWMN TO BEAM
SCALE: N-TS,
#l2x3/4'TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
I-lW O.C. SPACING
'14 r 4x8 ULTRA SCAPE BEAM TO BEAM BRACKET DETAIL
,LY SCALE: N.T.S.
C�CABLE CONNECTION AT CORNER
_'
',� SCALE:T.
HOUSE WALL:
EITHER STUCCO/BLOCK OR
WOOD FRAME
1/4"x2-1/4'TAPCONS TO MAINTAIN
2" O.C. FOR STUCCO/BLOCK OR
#1Gx2'SCREWS l"O.C, FOR
WOOD
NO, OF SCREWS AND PATTERN
TO VARY. SCREWS TO MAINTAIN
1-1/4" C/C
#1 Cx3/4' INTO
RECEIVING CHANNEL
HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL
S—CALEN.T.S.
#12x3/4" TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1/4'O.C, SPACING
C�4x8 CORNER KEY DETAIL
12 F"' 'SCALE;: N.T.S.
ENGINEER
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD,
SEFFNER, FL 33584
586-873-4980
PENDLETON
6423 BRADFORD WOODS DR.
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
CRAIG JASIN, P.E. (#82363)
a ---- SELF -MATING - SELF -MATING CONTRACTOR
2"x2"x118" At�aGLE Wf -�, 2"x2"x1/8" GLE W/ �
9/8" S.S. CABLE (2) #1Ox 3/4° EACH FACE REQ. RECEIVING CHANNEL_ W/ (2) (2) #1Ox 3W' EACH FACE REQ. RECEIVING CHANNEL Wl (2) LIGHTNING ALUMINUM, INC
FOR EACH LOAD BEARING #1Ox 314" INTO EACH FACE FOR EACH LOAD BEARING #1Ox 3/4" INTO EACH FACE
POST CONNECTION ®� POST CONNECTION P.O• SOX 290144
1"x2" O.B.BASE PLATE ® 1"X2" O.B.BASE PLATE j 3-1/8"xl-1/2"x 118" BASE TEMPLE TERRACE, FL 33687
_ PAVERS 3"x3" OR 4"x4" COLUMN } WJ (2} 114° DIA. TAPCONS 813-984-1185
MIN- 4" SLAB 2500 PSI^ OR EQUIV,
CONCCONC, wf M dR' DIA. TAPCONS zN' _ /
, / W 1-1/4" MIN CONCRETE PAIN, 4" SLAB 2500 PSI �_ � DIA. TAPCONS
GONG, wl M OR
ANCHOR EMBEDMENT 1-1/4" MIN CONCRETE POST W1(2) 318" DIA, THRU
O~ SIDE VIEW FL8ERMESH SIDE VIEW
TYP. ALL ANCHOR EMBEDMENT BOLTS ENGINEER
4" SLAB MIN-- O zq^ c-c. MAX TYP. ALL LENGTH VARIES --
zT O-c. MAX 4� 1"x2" BASE PLATE --1"x2° BASE PLATE CRAtG DASI1a, F'.E. (#$2363)
ANCHORED CONC. ANCHORED CONC. UGHTNILNG ENGINEERING LLC,
(2) a"x 2-1/4" TAPCONS - , — Q �T; 6231 BLACK DAIRY RD.
1-114" AKIN CONCRETE 4" DIX TAPCONS q1. DIA. TAPCONS ¢ DIA. TAPCONS
SEFFNER, FL 33584
ANCHOR EMBEDMENT TYP. 2500 PSI CONC. �" !J - AT 24" O.C. MAX. 4° DIA. TAPCONS AT 24" O.C, 1-114" MIN CONCRETE
WWM OR FIBERMESH a DIA. TAPCONS " '
ALL 1-114" MIN CONCRETE ANCHOR EMBEDMENT 5$6 $73-49$€}
1-1/4" MIN CONCRETE ANCHOR EMBEDMENT , <4
ANCHOR EMBEDMENT FRONT VIEW FRONT VIEW TYP. ALL
TYP, ALL TYP. ALL
CABLE CONNECTIONS AT FOUNDATION 2"x4" OR LARGER UPRIGHT TO DECK DETAILS 2"x4 OR LARGER UPRIGHT TO DECK w/ PAVERS DETAIL 3x3 OR 4x4 COLUMN TO PAVER OR PATIO ATTACHMENT PROJECT ADDRESS
15 — _.-- '16(-- - — -- -- -- --- --- T—_-- 1$ ___ LE: - ------------ -- - ADDRESS
SCALE: fJ.7.S.. /SCALE: N.TS. SCALE. N7.5. SCALE: N.T S.
PENDLET()N
SCREEN ENCLOSURE #1Ox3/4" INTO RECEIVING CARRIER ROOF B 6423 B DFORD WOODS DR.
FLOOR SYSTEM CHANNEL TO POST TO / BEAM (SIZE MAY VARY) ?1 ZEPHYRHILLS, FL 33542
—MAINTAIN 1-114" O.C. VARYMAY 2"x4" - 2"x' CITY OF ZEPHYRHILLS
ROOF SEAM o 2"x4" - 2"x19"
2500 PSI (PAIN) #1Ox3/4" INTO RECEIVING (SIZE MAY OIle
wl (i) #5 CONT. CHANNEL TO CARRIER BEAM VARY)
2500 PSI (MIN) 16" BLOCK STEM WALL W/ (1)
(MIN) 8"x&' w/ (1) #5 CONT, PAIN #5 DOWELED INTO FOOTER HEIGHT TO
.,� TO PAINTAIN 1-114" O.G. ° �
2"x4" - 2°xi0"
T- T� 6' 07 C, - 2 x2"x1/8' HEAVY ANGLE EA. ° � �
VARY, TYP. � � �-- � &
s' ra N SIDE W/ (2) TAPCONS EA. o z
" ANGLE RECEIVING CHANNEL _ K
GRADE Wl #10x3/4" MAINTAINING
(2) - 318" DIA. THRU BOLTS
CONT. 8" WIDE x 8" DEEP �� 5 718°xi 1/2"x118" BASE �
`li RECEIVING
s� WHIN -` s" �' ^' , � CONVENTIONAL CONC, TOOTER 7" DIA. -.-__--- W/ (6) 113"DIA TAPCONS
• W/ (1) #5 CONT. LAP SPLICES MIN, q CHANNEL SIDE VIEW TOP VIEW
25" $TIE WI WIRE, TYP. TAPCONS v. , OR EQU#V. 1-1/4'MIN
PERIMETER SI"E""IEw CONCRETE BASE 4 DIA, TAPCONS, 1-1,4" MIN NOTE:
CONCRETE CONCRETE BASE CONCRETE ANCHOR -NO, OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE.
s^ ANCHOR I EMBEDMENT TYP. ALL -SCREWS TO MAINTAIN 1 114" O,C,
CONTINUOUS FOOTING DETAIL EMBEDMENT
r g(INSTALLED BY OTHERS) CMU ANCHORING DETAIL TYP, ALL 6x6 POST ATTCHMENT DETAIL ROOF BEAM TO CARRIER BEAM CONNECTION
SCALE: N.T.S. 20 S22
CALE N.T.S. - 21 SCALE. N.T.S. SCALE: N.T.S.
�— #1Ox3" S.M.S. THRU #1Ox4° WITH
4 #14x3" S.M,S. THRU y� NED WASHER
4"X4" FASCIA INTO RAFTER
-- COLUMN ! FASCIA INTO RAFTER TAILS, 24" O.C. 3" HEADER
/ TAILS, 24" O,C. COMPOSITE - (3) #12x4" S:M.S, COMPOSITE (3) #1Ox3/4"
ROOF PANELS jj WITH WASHER, ROOF PANELS S.M.S. PER PAN 3" COMPOSITE
/ PER PANEL -'_
- #10x 3/4" INTO \ - J
RECEIVING PLAN ---- 3x2
4°X4" CHANNEL a@ _
COLUMN 1-1/4" O/C _ \ (4) #1OX 3/4"
�s. S.M.S. PER
{ FRONT #110x 3/4" S.M.S. 10" - ` #10x 314" S.M.S. PER I CONNECTION
O,C, TOP AND PAN $"
4"X41" (2) 318" DIA. THRU BOTTOM -- -- 3x2
COLUMN BOLTS I T O.C.
LENGTH VARIES - COLUMN ( COLUMN
SIDE 4'4"COLUMN SUPER - CONNECTION
GUTTER
ROTATED COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF PAN ROOF HEADER TO FASCIA ATTACHMENT
r 4X4 COLUMN TO BEAM TO TO LOAD -BEARING WALL FL.. PRODUCT APPROVAL FL7561-R4 EXP_12/3012022 �` AND PAN ROOF TO LOAD -BEARING WALL KNEE WALL DETAIL TO GUTTER
SCALE: mN.T.S. - SCALE: N.T.S. `� SCALE: N.T.S. SCALE: N.T.S.--
" 0. $ - LB EPS PANELS #12x314" TEK SCREWS
SPAN
�� (2) ROWS TOP AND
(ALLOWABLE CLEAR 1 1 3X3 -- --- - _-BOTTOM- INTAiN
3" PLEADER W/ (2) #10x3/4" 1-1/4" O.C. SPACING
INTO 3x3 FACE & (2) #10x314"
E-� INTO 3" COMPOSITE PANEL
ALLOWABLE MAX
ALLOWA LE SPAN(FT) c 12° O.C.
LOAD (P F) - - 3" COMPOSITE PANEL
L/80LJ1 Lf1{}240 TAPE OR CAULK EXTERIOR
GAPS, TYP. 3" HEADER W/ (2) #1Ox3/4" i a
10 17.50 17.50 1 &91 15.96 /f INTO W COMPOSITE PANEL * �
�{� 1.�� 15.96 14.6 12,1 a" DIA. TAPCONS AT 24 t
G i2'° d.G. `
-- O.C. MAX. - 4. : 0 f"i
3'" HEADER � " 0 �
0 15.17 14.06 1121 5.36 36
MIN (4), 4" DIA, TAPCONS, - to
-
1-1/4" MIN CONCRETE • ' MIN. 4" SLAB 2500 PSI 40
40 13.69 12.1 [°r,36 4.56 ANCHOR EMBEDMENT ., Ct9C. w/ M OR 1-114" PTIN CONCRETE10
40
TYP. ALL FISERMESH ANCHOR EMBEDMENT
50 12.22 10.26 5.51 0.76 TYP, ALL
— — - ---- '�� 3" COMPOSITE WALL DETAIL. (W/ 3x3 BEAM) 4x8 POST TO CONCRETE I -BEAM ANCHOR��
_ `v. S.,ALE. NTS SCALE. N.T.S.
60 10.75 6,�6 2.66 � - 27�- r ----------_--- - - -. --------- ,28---------
70 9.27 6.46 *�0
60 7.60 4.56 - �
PRODUCT SPECIFICATION: FL# 7 1- P.E. ( 2 6 -3