HomeMy WebLinkAbout22-42075335 Eigh�h Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
k
BAR-004207-2022
Issue Date: 07/22/2022
VIIIIIIIIIIIIIIII Jill 11 111 1 MEM-YAMn. 1=1�
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Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE PIT OFFICE[)
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
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-of
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cpft, 'Parcel ldenb5calmr No,
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, Owner oesgnarea Naf-c
zo reGelve a copy ofthe
Noo),c, o� or Elnzily rFe�gnted by Owner
deem of Nt!ce of Commocement :thu expirafion date rvmy not bc,
r , o �f y -,�, o r f rc,,.� R t1mc I W e c, ? r�m 0 rd" nq t r n I ,, s s ,� d i ife � p n 8 d
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0,!PROPER PAYMEN1,11,13 UNDER CHAPTER713, T'AM M", i�',, A :A�,
"NYJ, R PAYI,,E FOR NAPROVEMENIS TO YOUR PRCPTR(Y 4 N" ' Y', NG
c
AccW, tnat ha"Ve
un, o i< t J ,Oal.
s atu e, ot
tatty of Zeishyr-hilly; foevniit P'ptio
Building Dapannient
NOI ICE 0i 0"UM RES'NRMIONS: _1110, unnemrgsc, wtderst.,,inds that this Domirt ma fl;,
�')cs� �, :� '%i�.'3"d��!�,"gNXJ 'c,3poz,,IIbfly forcornplian,:(" "atih
JNLI(-,rNSE1'.', AND CONTRACTOR RESPONSIBILITIES: Ifthe mvn,
a rogulation,",. 1� Me�"nsml n a� pith slalsand loc I
c kl�l Oo(a, rwd(tAe law. If the owner or i1q''!'\'r
err ,rd. ,,ed to in, Panw County Bulking
i contrack), or contracios. ho is advised to (rave fl, It. . vn
vn,`, v ill i,o espoitsible. 4 vo'l' 0 apJh, 11, 1 -o, 10 (winor son as iny, contractori^ i,
not e'iti'A lo pr2[p onvoo,"es .it Pasco ("o'nity,
TiyANSPORTADON 00PACTW7ILHIES IMPACT AND RESOURCE RECOVER`,`
M't' t "(l Rpofjoi'm lfecrot ry fras may apply to
r1as(o Cnf:'1t'/ 0,finance fwnbpt 894 r
�4 _eofc,:rng,Kofw 0 lf)f wibnrM
of o- final roeor ekfas,, i
,)C', rb:i prior to 1'o Furthermore, if Pasco C'e"
anohnakkzi (�oi,ni:Vonfinance.s.
CONSTRUC1,10N LIEN LAW (Chapter 713, Florida SUilutes, as amended): 11 rarrRdra) ')f ""vrk
N,"� [ i)2'Je'Cz wive a cup,� "Florida cf t"Florida Cow�n,ct, )n Lien 'aw—Homeownel'F pql",'-;I�.'•i C
an" 'I'lfapplik'an", is Someone other than the "ownei". I c,z
,�i o p,ow'i'so ?i g000 f:rrh 'o dokveit to the prior to
"C',N lRA..;T0R'S,'0VVNE.1i AFFIIIAJrrI itot, all flnis fnformation n this nppkqf','
C lon, zoninp and lano development. Applioabon e; h—,bv rn,)0, I t, fO' 09
0, if"'tfflndon i rs ccnnvllei _.d )nor =n Issuance of a pen%,�
C-IL"'ty -wo i"ity zom o regulations, and faim iovolC'a
'ef;,al otovol' Tnerr. ageni,eir "loo, apply to file onteno"e,
"f, Ul &Wl' atie'ldeS I -ChWde DUI tMe !,lot hroitedto:
ci i""n\4ontflftntal Prof(,,cl;on-cypress Bayh(md�-
f-ionc'ij VVat,,'tr Management Districil-Wells, (,',ywtt,,�
Docks,
�3f He't0h is, RehFbtitative Services;/EnvimA
Protct,iorf Agemcv.Asbestos, alpatyirnent'
Ao,,,oi(irf Auftiorty-RUnAwys.
0�t sP[,!y 10 11 L, I ':
tj
h yr y€ll i cued n
if "'be fill Material ito bly usec " if lw\'i�,,m�000 f o i: _if:�
f, Flood Zone "A" it is
V01hole" aidi te sijisnhtted at time of pefrfbqh,=jc: ,eft
conwti bv'lhe State of Flonsla,
tri1 ia! is to br) used in Flood Zone "A" in 'h a
1 ta'y thw fill ,vill be used only to fill !he 0"e.�
sf hoatuial ;s to be \j,--,ed in ariv area, I certify thio, .i-s
adversely affect adjacon' f-,)ffe if ijy�-, of f1l jt,; fer-,,ft t l
ttie bititfinu Permit 'Issued under the atl,tuwn z�
, an erigineared drainage !s, k wh�0'� arE, aks\aied by lfit �
-N" i-,C1,R THE OWNER I pru_,r in goi)d la ;i' to inform the owner ofthe °x'j
Wilt z i'lat'l f,,ofao ate iperw(l may be req�lil ea for A J �rz'
in:' ., aoplrcat;\.n, Aoermilissrjecr sbail be tr
Fv" 1,-,ldennv piovi. r s oJ'he tn-nnic"If codes, Fv'r 1
i,f o,cis in pks,s, violations of
ncode,
"C' 'w- �, 'viinn "'X r t t t n A pernia l";Ston',Cn, al If :air l
J, 1:1E: wn k i5 An extension may
d iyl'i,m,a !I ...... sliare fstbi=q)ki for the ordensiw, if work
WARNlpl TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF r4AY RE,'3-ULT 114 '(OUR
RA' YiNGTWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTENDTO OB"tAH4 F.NANCiNG, (,,GNSLLT
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' t�a, BRITTANY ADAMS
u C_Sta 0 f F lort da
9 0 37 8
Commission
_ t;
rf� 'sio E x I 'es
January 23,' p
�� L ;' 3, 0
2024]
E�
n--_ ataxy P li
Notary Public -State of Florida
Comm,
Commission # GG 950378
v C
ye� KA, y Commission Expires 0
on,
rif� r
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Com,nis%zan r-D I , 5
Name ofNotby
S
Florida
a
7 8
,bolllo" BRITTANY ADAMS tB I'c 0 0 ry
WNotary Public -State of Florida
ho
Commission # GG 950378
M My C rn sso E
omn xpi a y Commission Expires
at 'A" January 23 0
23, 2024_
10. SF49F9NA-B 7- 3 7 E3
BOUNDARY- UIT SURVEY
DESCRIP71OW (AS FUPNISHED)
L37 K OASIS OF PASCO
AS RECORDED IN PLAT BOOK W, RAGE() 113-118, OF IKE PUSUC RECORD OF FASW CiWNTY, FuAiDA,
r
t 6 .amens 30
f G d
puWar 8iSR000931-2020ADDRESS-
,.
ECL E d
m OWANY
2. AM MRWMS AM DMVXM HAVE
mcwwetm HAW amm halm ON I A w MY. ';' i s m� v%
pop Tr r r ON LEGEND'
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e
NOT TO BE UM'M
aa« TIT �r #r�stt5
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44MAPPING INC-
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( ax t � sips actlr�n. cu� ar .��
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS AND STANDARDS
1. THE FLORIDA BUILDING CODE 7fH -EDITION 00-2-0
SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN,
CHAPTER 20 ALUMINUM, AND CHAPTER 23 WOOD.
1 AA ASM 35 ON SPECIFICATIONS FOR ALUMINUM
STRUCTURES PART I -A AND 1 -B OF THE ALUMINUM
DESIGN MANUAL PREPARED BY THE ALUMINUM
ASSOCIATION, INC. WASHINGTON, D.C., 2020 EDITION.
3. ASCE 7-16.
WIND LOADS
17 -BUILDING OCCUPANCY CATEGORY, PARAGRAPH
1604.5 AND TABLE 1604.5; RISK CATEGORY 1.
2. BASIC WIND SPEED TABLE, TABLE 1609 STATE OF
FLORIDA DEBRIS REGION & BASIC WIND SPEED,
PARAGRAPH 1609.3 AND TABLE 1609.3.1 EQUIVALENT
BASIC WIND SPEED: 140MPH V-ULTIMATE EXPOSURE
CATEGORY, PARAGRAPH 1609.4.3: C
3. BUILDING CATEGORY FOR ALUMINUM STRUCTURES,
PARAGRAPH 2002.6: BUILDING CATEGORY I
SPECIFICATIONS
f-H-Ef-F&L-LOWING SPECIFICATIONS ARE APPLICABLE TO
THIS PROJECT:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
2, PROD, SPEC.9 (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.
7.1. (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5)
20'-6-
LIGHTNING ALUMINUM, INC
PO. BOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
mawiflow
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD.
SEFFNER, FL 33584
586-873-4980
40'-W
201-6.
ALL 'Amnu ,
co,rjL-- -
P"
rep.AJ iLING
HOUSE ; i�"
SCALE: 1/4"= 1'-0'
oAnn" CEPHY� HILLS' 3
L V
PROJECT ADDRESS
IRIZARRY
Yi
6353 BRADFORD WOODS DR.
v7b,
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
11zz
CRAIG JASIN, P.E. (#82363)
A-1
PLAN
" GUSSET
DIMENSIONS
I 6"x6": 2x8 - 2xl0
16"x4' 2x4 - 2x7
12'x4'. 2x4 - 2x5
lo
EXTERNAL GUSSET DETAIL
j/ SCALE: N.T.S.
RECEIVING BEAM
CHANNEL W/ (2)
#I OX314" INTO EACH
FACE& (3) #10x3/4"
INTO BEAM
PURLIN OR GIRT TO BEAM OR POST DETAIL
��I.AW N.T.S.
(2) #10x2" SCREWS THIRD EXTRUSION
(1)#l0x2"SCREW 24CO.C.
2" WIDE EXTRUDED
GUTTER BRACE AT
EACH BEAM (2) l #8x3/4-
Wo
0
0
NO, OF SCREWS AND PATTERN
#1 Ox3/4" INTO TO VARY. SCREWS TO MAINTAIN
RECEIVING CHANNEL 1-1/4"CIC
GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
SCALE: N.T.S.
I k 11 TF
HOLLOW SECTIONS SELF MATING, SMB
2X2- 2"X2"XO.044" 2X4: 2W"XO.044"XO100"
2X3: 2"XYXO050" 2X5: 2"X5"XO.050"XO,100"
2X4. 2"X4"XO050" 2X6: 2"X6"XO.055"XO120"
2X5: 2"X5"X0.050" 2X7: 2'W"XO.057"XO120"
3X3* 3"X3"X0.093' 2X8: 2W"XO072"XO. 124"
4X8:4"WULTRASCAPE 2X9: 2"X9"X0.072"X0, 124"
2X10' 2"Xl0"X0.092"X0.398"
OPEN, BACK SECTIONS
1X2: VXZXO,040"
IX3: 1 °'XWXO.045"
DOOR KICK PLATE
8"-14", O024" MIN THK,
SNAP SECTIONS
2X2 SNAP: 2"X2"X0.045"
2X3 SNAP: 2"X3"X0.050"
2X4 SNAP: 2"X4"XO.045"
BEAM
2X3 J
RECEIVING CHANNEL
SELF -MATING
W/ (2) 91 OxS/4' INTO
BEAM - NOTCH
GIRT EACH SIDE & (3)
FOR UPRIGHT W/
#10x3/4" INTO 2x3
MIN. 314'0.C.
#10x314"
UPRIGHT TO BEAM CONNECTION DETAIL
2
SCALE: N,TS.
BEAM SIZE x 4" GUSSET (g' THICK)
#10,13/4',
2'0.C.
ti OVERLAP SPLICE DETAIL
NJS,
(2) #10x2- SCREWS THRU EXTRUSION
(1) #lOx2- SCREW 24- D.C.
2' WIDE EXTRUDED - GUTTER BRACE AT
EACH BEAM
W/ (2) #8x3l4'
00 r-
0
1 NO. OF SCREWS AND PATTERN
#lOx3/4"INTO-- ,j TO VARY, SCREWS TO MAINTAIN
RECEIVING CHANNEL 1-1/4"CIC
GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL
SCALE N.T.S.
#12x3/4" TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1/4'0,C, SPACING
4x8 ULTRA SCARE BEAM SPLICE DETAIL
SCALE: N,T,S,
20
RECEIVING CHANNEL
W/ (2) #1Gx3/4- INTO
GIRT EACH SIDE & (3)
#10x3/4" INTO 2x3
SLOPED PURLIN CONNECTION DETAIL
SCALE N.-F-S,
0
0
RECEIVING CHANNEL
W/ (2) #1 Ox3/4- INTO
EACH FACE & (3)
#1 Gx3/4" INTO BEAM
mm
DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION
SCALE: N,TS,____'_'
(2)1/4'DIA. x
3-1/2"
THRU BOLTS
91 Ox3lt" S.M.S. I WO.C.
INTO GUTTER ALSO
INTO CARRY BEAM
0
DO
NO, OF SCREWS AND
PATTERN
0 TO VARY. SCREWS
0 TO MAINTAIN 1-114'
0 C/C
COMPOSITE TO GUTTER TO BEAM TO 3x3 COLUMN TO BEAM
SCN-E NJ,&
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-114"O.C. SPACING
4x8 ULTRA SCARE BEAM TO BEAM BRACKET DETAIL
�W-ScAL-E:
1/8" PLATE ON 45' 0 0
ANGLE
(9)#1Ox3/4'SMS
r� CABLE CONNECTION AT CORNER
4 r --
/ SCALE: N.T.S.
HOUSE WALL:
EITHER STUCCO/BLOCK OR
WOOD FRAME
114"x2-1/4'TAPCONS TO MAINTAIN
2" D.C. FOR STUCCO/BLOCK OR
#10x2"SCREWS l'O.C- FOR
WOOD
NO. OF SCREWS AND PATTERN
TO VARY. SCREWS TO MAINTAIN
1-1/4"C/C
#lOx3/4'INTO
RECEIVING CHANNEL
0 HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL
8
i-A.ALE N.T.S.
#12x314" TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1/4'0.C. SPACING
(- --'\ 4x8 CORNER KEY DETAIL
,l 2
K� SCALE: N.T.S.
wslmft�
LIGHTNING ALUMINUM, INC
P.O. BOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
mmmuffim
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD.
SEFFNER, FL 33584
586-873-4980
IRIZARRY
6353 BRADFORD WOODS DR,
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
CRAIG JASIN, P.E. (#82363)
A-2
1 L D ETAILS
WBADIMIRRam
O
4" SLAB MIN
(2) 4"x 2-1/4" TAPCONS
1-1/4" PAIN CONCRETE
ANCHOR EMBEDMENT TYP. 2500 PSI CONIC.
ALL WWM OR FIBERMESH
CABLE CONNECTIONS AT FOUNDATION
SCALE: N.T.S.
2500 PSI (MIN)
w/ (1) #5 CONT. 2500 PSI (MIN)
(MIN) 8x8"w/ (1) #5 CONT. MIN
T—
i
81' MN
8" MIN
CONTINUOUS FOOTING DETAIL
(INSTALLED BY OTHERS)
F T.S.
'X4'
COLUMN
T
71 5 #lox 314- INTO
4"X4' RECEIVING PLAN
CHANNEL@
COLUMNI 1-1/4'O/C
FRONT
4'X4' (2) 3/8- DIA. THRU
COLUMN I BOLTS
i LENGTH VARIES
SIDE 4'X4" J
ICOLUMN
ROTATED
4X4 COLUMN TO BEAM
SCALE: MLS.
3" x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)
--CI-80
L/120 L/180 L/240
-
10
17,50
17.50 16.91 15.96
20
1664
15.96 14.06 12.16
30
15.17
14.06 11.21 1836
40
13.69
12.16 8,36 4.56
50
1222
10.26 5.51 0.76
60
10.75
8.36 2.66
927
6.46
80
7.80
4.56
—SELF-MATING
2'X2'x1/8' ANGLE W/
(2) #1 Ox 3/4' EACH FACE RED.
RECEIVING CHANNEL W/ (2)
FOR EACH LOAD BEARING
#lox 3/4" INTO EACH FACE
POST CONNECTION
IN2"O.B.BASE PLATE
MIN. 4' SLAB 2500 PSI
CONS. w/ WWM OR
4 DIA. TAPCONS
FIBERMESH
I-1/4" MIN CONCRETE
ANCHOR EMBEDMENT
SIDE VIEW
TYP. ALL
24'0,C, MAX
IN2"BASE PLATE
ANCHORED CONC.
-J--
4-'DIA. TAPCONS
4" CIA TAPCONS
AT 24" O.C. MAX.
1-1/4" MIN CONCRETE
ANCHOR EMBEDMENT
FRONT VIEW
TYP. ALL '\ 2 (- -"x4* OR LARGER UPRIGHT TO DECK DETAILS
Y�- --- -
6�/
"1
,SCALE: N.T.S.
16- BLOCK STEM WALL W/ (1)
#5 DOWELED INTO FOOTER
@ 6' O.a
GRADE
T- i,—CONT. 8'WIDE x &" DEEP
CONVENTIONAL CONC. FOOTER
W1 (1) #5 CONT. LAP SPLICES MIN.
25- & TIE W/ WIRE, TYP- @
PERIMETER
(-- CMU ANCHORING DETAIL
2 1�EC�'- - - - - - - - - - -- - - -
\-, LE : MTS,
#I0x3' S ' M.S. THRU
FASCIA INTO RAFTER
TAILS, 24" 0 C COMPOSITE
(3)#12x4'S.M.S,
ROOF PANELS
WITH WASHER,
PER PANEL
COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF
TO LOAD -BEARING WALL FL.PRODUCT APPROVAL FL7561-R4 - EXP. 12130/2022
SCALE: MT,S,
3X3
3" HEADER W/ (2) #1 OX3/4-
INTO 3x3 FACE & (2) #10x3/4'
INTO 3" COMPOSITE PANEL
@ 12- O.C.
3' COMPOSITE PANEL
TAPE OR CAULK EXTERIOR
GAPS, TYP.
3" HEADER W/ (2) #1 Ox3/4'
INTO 3' COMPOSITE PANEL
4" D'A, TAPCONS AT 24-
@ 12- O.C.
O.C. MAX.
3' HEADER
1-1/4" MIN CONCRETE
MIN. 4- SLAB 2500 PSI
ANCHOR EMBEDMENTIll
CONC, W/ WWM OR
TYP. ALL
FIBERMESH
3- COMPOSITE WALL DETAIL (W/ 3x3 BEAM)
27 SCALE' N.T.S.
2'x2'xl/8' ANGLE WI
SELF -MATING
(2) #10x 3/4' EACH FACE RED.
RECEIVING CHANNEL W/ (2)
FOR EACH LOAD BEARING
#10X 314- INTO EACH FACE
gi
POST CONNECTION
-,—VX2 OS.SASE PLATE
PAVERS
--T
�s 1
2 N ---
MIN, 4' SLAB 2500 PSI 1
-r-- DIA. TAPCONS
4
CONC. wi WWM OR
1-1/4" MIN CONCRETE
FIBERMESH
SIDE VIEW ANCHOR EMBEDMENT
TYP. ALL
24'0 C MAX
xBASE PLATE
ANCHORED CONC_
4DIA. TAPCONS
4. DIA. TAPCONS
AT 24'O.C. MAX.
1-1/4' MIN CONCRETE
ANCHOR EMBEDMENT
FRONT VIEW
TYP. ALL
_2'V4-_OR LARGER UPRIGHT TO DECK w] PAVERS DETAIL
17
SCALE N.T.S.
#l0x314'JNT0 RECEIVING
CHANNEL TO POST TO
MAINTAIN 1-114" O.C.
910x314'INT0 RECEIVING
CHANNEL TO CARRIER BEAM
6"X6" POST
TO MAINTAIN 1-1/4" O.C.
HEIGHT TO
VARY, TYP.
X
2'x2'x1l8" HEAVY ANGLE EA.
SIDE W/ (2) TAPCONS EA.
ANGLE
(2) - 3/8- DIA. THRU BOLTS
5 719'xl 1/2'x1/8'BASE
I'DIA.
W1 (6) 113DIA TAPCONS
TAPCONSEE
-I F-- OR EQUIV.
MIN
F If
I I
CONCRETE
-'DE "'LA ASF 4
AS
L DiA. TAPCONS, 1-114" MIN
c SA 3E CONCRETEANCHOR
Rco
ANCHOR
EMBEDMENT
EMBEDMENT TYP. ALL
TYP. ALL
6x6 POST ATTOHMENT DETAIL
Nj,S,
#10x3' S.M.S. THRU
FASCIA INTO RAFTER
TAILS, 24"CLC. COMPOSITE (3) #1 OX314"
ROOF PANELS S.M.S. PER PAN
#lox 314" S.M.S. PER
PAN
PAN ROOF HEADER TO FASCIA ATTACHMENT
AND PAN ROOF TO LOAD -BEARING WALL
LI SCALE: N,TS,
#12x3/4'TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1/4' D.C. SPADING
MIN (4)," DIA. TAPCONS,
--
1-1/4" MIN CONCRETE
ANCHOR EMBEDMENT
TYP. ALL
4x8 POST TO CONCRETE I -BEAM ANCHOR
�8'
1 1 DIA. TAPCONS / - 3-1/8'xl-1/2'x 1/8' BASE
W/
WXWOR 4'x4" COLUMN OR(2) EQUIV.
POST W/ (2) 3/8- DIA, THRU
BOLTS
LENGTH VARIES
4" DIA, TAPCONS
MIN CONCRETE
ANCHOR EMBEDMENT
TYP. ALL
3x3 OR 4x4 COLUMN 70 PAUER OR PATIO ATTACHMENT
SCALE: N.TS.
CARRIER ROOF BE
BEAM (SIZE MAY VARY)
(SIZE MAY 2-
0
VARY)
ROOF BEAM o 2x4'- 2`xl0"
(SIZE MAY 0
VARY)
2'x4'- 2'x10'
0 RECEIVING CHANNEL
W/ A1Ox3/4" MAINTAINING
RECEIVING
CHANNEL SIDE VIEW TOP VIEW
NOTE:
-NO. OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE.
-SCREWS TO MAINTAIN I 114'0.C.
ROOF BEAM TO CARRIER BEAM CONNECTION
22
SCALE: N.TS-
#10x4"WITH
RED WASHER
M16-01MM
3x2
(4) #10x 3/4"
S.M.S. PER
CONNECTION
3x2
7'0.C,
(4) #lox
SUPER
S.M.S. PER
CONNECTION
GUTTER
KNEE WALL DETAIL TO GUTTER
�6 SCALE: N.T.S.
CONTRACTOR
LIGHTNING ALUMINUM, INC
P.O. BOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
CRAIG JASIN, P-E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD.
SEFFNER, FL 33584
586-873-4980
PROJECT ADDRESS
IRIZARRY
6353 BRADFORD WOODS DR.
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
I
PRODUCT SPECIFICATION: FL# 7561 -R5
CRAIG JASIN, P.E. (#82363)
A-3