HomeMy WebLinkAbout22-4666Pgp%
OW',
Zephyrhills
Issue Date: 02/05120,24
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
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.
TRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOJ
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
210
Date Received Ph.. C..1..1 far P.rmlittin
Owner's Name 9 Owner Phone Number a 3 611 P-A K
Owner's Address �g �YOwner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 04-1 Voy 61 1 LOT 4
SUBDIVISION PARCEL ID#[:D:3:':_::&
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR n ADD/ALT = SIGN DEMOLISH
H INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK a FRAME STEEL
DESCRIPTION OF WORK It ij AU1 V Yffi6g,r'b� rV At
BUILDING SIZE So FOOTAGE [q'E HEIGHT -all
06 Ct =BUILDING VALUATION OF TOTAL CONSTRUCTION ] -20-22-
=ELECTRICAL.
=PLUMBING
=MECHANICAL
= GAS
FINISHED FLOOR ELEVATIONS
AMP SERVICE
VALUATION OF
ROOFING = SPECIALTY =
FLOOD ZONE AREA
ow
=YES
W.R.E,C,
BUILDER COMPANY V%i,r,M
SIGNATURE REGISTERE4 19 /N rEE CURREN
Address 2AD 90 r6lityk License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED [;;I ;/N;;1H Cu111111 Y �fN
Address License#
PLUMBER COMPANY REGISTERED q
I =N -
SIGNATURE r.- o U R R I Address License #
MECHANICAL-= COMPANY E;�
SIGNATURE REGISTERED ;;FEE .1TI.RY N
Address �
License #
OTHER F_ COMPANY
SIGNATURE REGISTERED y I N�,I=CIIRTI N —=Y :/ =N:T--
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dUbIpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) compete sets of Building Plans Plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed.
Sanitary Facilities & I dumpster. Site Work Permit for all now projects. All commercial requirements must meet Compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
-*PROPERTY SURVEY required for all NEW construction,
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
It over $2500, a Notice of Commencement is required, (A/C upgrades over $7500)
- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways, needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 9rF07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,600,00 or more, I certify that i, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'$IOWNBR'S AFFIDAVIT: i certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. i also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance, Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentaily Sensitive
Lands, WaterAvastewaterTreatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses,
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative ServicestEnvironmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood .Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
if I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work; plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the Job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117.03
f' �,,m.jb
OWNER OR AGENTCONTRACTORS�hs ibed and sworn to (or iflrmed before me this Su scr bed and savor o ( r a re m this byrtbyWho i lare personally nown to me or haslhave produced Who istare ersonally kn n to mehas/have produced
cv,ow _as identification. as identification.
C_Notary Public_a10&Notary Public
Commission No. Commission No.
Name of Notary ty =.d, p inted or stamped Name of Notary t ed, printed or stamped
q� ` f,' Notary PublicaStete of Florida %%Mn,AV r BRITTAN
commission # G 95037 "`v° : Notary Public -State of Florida
�; Oi F`nSSjOn GG 9,50378
My Commission Expires y
January 23, 024
.. p' rpiiiiY° My Corgi MiSSion Expires
January 23, 2024
DESIGN CRITERIA:
APPLICABLE CODES, R-EGUi-AllIQ'INSIAINIDI--Sll-ANDARIDS
i. -rHE FLORIDA BUILDING CODE TTH 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 1 -13 OF THE ALUMINUM
DESIGN MANUAL PREPARED BY THE ALUMINUM
ASSOCIATION, INC WASFHNGTON, D.C,, 2020 EDH10N
3- ASCE 7-1&
WIND LOADS
OCCUPANCY -CATEGORY, PARAGRAPH
1604.5 AND TABLE 1604.5: RISK CATEGORY 1,
2. BASIC WIND SPEED TAB LE,TARLE 1609 STATE OF
FLORIDA DEBRIS REGION & BASIC WIND SPEED.
PARAGRAPH 1609.3 AND TABLE 1609.3.1 EQUIVALEN'
BASIC WIND SPEED: 140MPH 1-ULTIMATE EXPOSURE
CATEGORY, PARAGRAPH 116DO.43: C
3, BUILDING CATEGORY FOR ALUMINUM STRUCTURES.
PARAGRAPH 2002.6: BUILDING CATEGORY I
4, MEMBER LIVE LOADS (FBC 20024)
4A. PRIMARY: 300LBS, ROOF PURLINS: 200LBS
SPECPFICATIONS
T'Aff MLLOWING SPECIFICATIONS ARE APPLICABLE TO
THIS PROJECT.
1, ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
2, PROD. SPEC.# (3" EPS FOAM PANELS): FL#7561-R5
1 FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR
BETTER ZINC PLATED.
4, 910 SCREWS 6" FROM END AND 24" CENTER TO
CEN, ED (SMB ASSEMBLY).
5 FINAL DOOR LOCATION SHALL BE DETERWNED BY
CON TRACTOR IN THE' FIELD,
6TYPICAL SCREEN TYPE SHALL BE 18x!4xO,O13
T ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS
THAN, WHAIJ iS SHOVV'N ON THIS PRINT,
71. (EXAMPLE A 2x6 MAY BE USED IN LIED OF A 2x5)
T-8„
LIGHTNING ALUMINUM, INC
P,O, BOX 290144
TEMPLIE TERRACE, FL 33687
813-984-11185
CRAIG JASIN, P,E. (#82363)
LIGHTNING ENGINEERING LLC,
6231 BLACK DAIRY RD,
SEFFNER, FL 33584
586-873-4980
PROJECT ADDRESS
OTIS
6747 NORTH LAKE DR
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
I � T-3"
211-3"
HOUSE
SCALE 1/4" - 1'-05'
'`z� I
A ijr . .....
n I' In
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A f -4'. 'WG
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PLAN
-MINER
YOM be
A-1
CRAIG JAIL, RE, (#82363) PLALN
CONTRACTOR
11RUSSET #111) SIAS 1-1/411
DINIENSiONS
SCREWS VARY
16'XiC: 2x8 - 2x'10
BASED ON SEAM
16'x4': 2x4 - 2x7
1204' 2x4 - 2A5 z IOZE
2'Al" - ZV 10'
(SIZE ;NAY
VARY)
ED I EPNAL GUSSE f DETAIL
SrANY 3
PURL N
RECEIVING
BEAM
CHANNEL SO (2)
#lFx3/4NTO EACH
FACE& (3) #1 QX3/4"
INTO BEAR
PURUN OR GiPT TO BEAM OR POST DETAR.
5,J
SCAI-r N,Tf,S
(2) 41,01GI" SCREAS THRU EST FUSION
(l)#l0x2`SCFE-,,A24'0.C,
Z'VNDE EXTRUDED
GLITTER BRACEAT
EACH BEA"
lvAi0#8xA4
-i
—4 —`
BEA00
Yr
W3
0 0
7
0
L
RECEIVI,NG CHANNEL
SELF MATING
'Ail (2) ft4AA314' INTO
BEAPA - NOTCH
GIST EACH SIDE & �3)
FOR UPRIGHT AV
#10x3/4` INTO 2>3
WN-3/4" 0.(l
o o
41DOA4"
-j
UPPat H T,")
SGK NITS
BEAM CONNEC7IO,1-4 DETAIL
HICK 6"%A/ FLAT
PAR CUT TO BEAM
DEPTH, EACH SIDE
#1001/4',
1-1/4'0,C.
'USENTHIN18' OF
COLUMN ONLY
#1 W3/4" INTO
RECEIVING
CHANNEL
Z ROD HALF FAIR
PjO. OF SCREWS
AND PATTERN TO
'AIRY. SCREWS TO
MAINTAIN 1-114" 0,C
#10AAA'SMSON
24" CENTERS
SUPER
GUFTER
,VAPil 1,�
I OVERLAP SPLICE DETIML & SMS HALF PMR TO SUPER GUTTER DETAi',
SCALE T s
(2) #Irjx2" SCREWS rHRU EXTRUSION
(1) #101W' SCREW 24'0,,.,.
2"RIDE EXTRUDED
GU TTER SR.ACE AT
EACIA SEAM
V� 2 , A 4ARS/4'
o
41AVIII TO
A" N
NO. OF SCREWS AND PATTER N
�I(OG4J11
j` JT0
W
Of SCRES AND PA 11 ERN
RNEE ECEWING CHANL
10 VARY, SCREIS TO MAINTAIN
RECEIVING CHANNEL
TO VARY. SCREWSTO INIAINTAM
i-VA" O.C,
GUTTER BRACE & MATING
ELEMENT ATTACHMENT DETAIL
GUTTER BRAC17 & ANGLED
FASCIA BOARD ATTACHMENT DETAIL
9
I 11 I
i 6'
' SCAL E N IS
ALUMINUM AMR DIMENSIONS
TUBE SECTIONS
SIELIF MATING (WB)
2X2- 2"X2`X0,044"
2X4: 2"X4"XO,044"XO, 100"
2X3, 2"X3"X0,050"
2X5: 2"XFX9 050"XO, 100"
2X4, 2"X4"X6050"
2X6- 2"X6"X0,055"X0. 120"
2X5: ZXFXO050"
2X7, 2"X7"X9,057"XO, 120"
2X6: 2"X6"X0, 1 00"X0260"
2X8-1 2"X8"XO,072"X6, 124"
2X8: 2"X8"X0, I 25"X0,260"
2X9: 2"X9"XO,072"XO, 124'
2X10: 2"Xl0"X0,125"X0,260"
2X10, 2"Xl0`X0,092"X0,398"
3X3, 3"X3"X0,093`
4X4:4"X4"X0A25"
OPEN BACK S ECTIONS
4X& 4`X8` ULTRASCAPE
lX2-1 lllX2"X0,040"
lX3: l`X3"10,045"
DOOR KICK PLATE
8"-14", 0.024` MIN THK,
A#l4x3/4"TFK SCREAW
Il) ROW TOP AND BOTTOM
EACH SIIXE
MAINTAIN 23'0,C. SPACING
BEAM SPLICE
WSERI
BEAM SPLICE INSER-T DETAIL
10 - '7F:
PURUN
201
RECEIVING CHAIANEII
A' (2) #'0x3Y" INTO
GIRT EACH SIDE & 13)
UPRIGHT
3
SLOPED PURLINGONNECTION DETAIL -
, SCAU N T S
E
E
RECEIVING CHANNEL
BEAM
W// (2) 410IVIO" INTO
EACH F-ACE & 13)
#l0x3/4'lNTO BEAM
DIAGONAL WIND BRACE TO BEAM CONNECTION
OR SAS PATIO CONNECTION
S'At E: N
(3) #12x4'S,MR. V117H
WASHER PER PANEL OR
T i
#10AAW' S.M,S, 101" O'C
(2) 1/4" OiA, x
(COAAPoSI7E PANEL)
-112" 3
HP_
THRU BOLTS
(2) #l0x3w4+'SAq.S. PER
PAN, 10IN-
SUPER
#l0x3'4'S.M,S.
IPAN ROOF) GUTTER
10'0,C, INTO
CARRY BEAM
j:
NO- OF SCRE'AlS AND
PA? TERN
i TO WARY, SCREWS
TO MAINTAdN 1,1/4'
C ONIPO S" TE 0 0 P AN TO GU_j TER TO BEAM TO COLUMN
CA L E T
#1 W3 4' TEK SCREVA3
(2) ROVIS TOP AIND
Bo-,,, TOM MAINTAIN
1--P-4" O.C. SPACING
'y
Al
Cv
<
1
4x8 ULTRA SCARE BEAM TO BEAM BPACKET RETAIL
14 ''
SCALF W-,S
-IT" PLATE N I I d Q 5'
ANGLE
D)#l0W/4'SJigs
CABLE CONNEC NOR A I CORNER
4
HOUSE INALL:
EITHER STUCCOIBLOCK OR
WOOD FRAME
114"W-IM" TAPOONS TO MAINTAIN
24'0(',_ FOR STW.3COGILOCK OR
#16x2 SCREWS V OC. FOR
WOOD
NO. OF SCREAW AND PATTERN
10 VARY. SCRI-ViS 10 MAINTAIN
1-1/4" CK,
TN0x3,4' INTO
RECENING CHANNEL
HOUSE RAU- & MATING ELEMENT ATTACHMENT DETAIL
SCALEN T.S.
#Irjx, 3/4'.b, 1-1/4'WC INTO
A -VA x, BN FLAT BAR. EACH
SIDE
f
4")W'
COLUIAN
4
i 4'A4' PLAN
COLUMN
FRONT
2 4X4 COI - UNIN TO 4X8 BEAM DETAIL
/ SCALE N1 S
LIGHTNING ALUMINUM, INN
P.G. BOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
ENGINEER
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK OMRS' RD.
SEFFNER, FL 33584
586-873-4980
OTIS
6747 NORTH LAKE DR
ZEPHYRHILLS, FL. 33542
CITY OF ZEPHYRHILLS
A-2
CRAiG JASIN, RE, (#82363) DETAILS:
11 �8` S.S_ CABLE
4' SLAB T,01N
(2) "'x 2-1/4" 1 ARCANE
-1/4' MIN CONCRETE
ANCHICIR EMSEDMENIT TYP_ 2500 PSI CONCI
AILL kYARA OR FIBERMESH
CAB- E f-f'NNCCTi0NS AT FOUNDATIOINJ
15''
CALE N FS
2500 PSI (NIPIN)
wl I 1 #5 CONT 2500 PSI (MiW
N) 8"OT' vll 11) #5 CONM MIN
7
CONTINUOUS FOOTING DETAIL
9 NSED 'ITALLB,�IRTHERS)
SCALF N-S
I Tt U -BLS
HRCOLLRAN
LENGTH VARIES Li
#40x,304'INTO
COLUMN: RECEIVING
CHANNEL @
1-1/4" DID
#10x 3/4'iNTO RECEIVING
RECEIVING CHANNF -L HALF, SENT
CHANNEL @ 1,14" T T CH ANGLE
-CLUMN 0 MA
ofc
SIDE
Plo YP_ #10x 3' INTO
1� THROUGH BEAM INTO
*BEAM AND COLUMN
N COL
COLUNIUMN IDA',
8IZFS'VARY
COLUMN TO BEAM ATTACHMENTS -(THRL), 90 3EIG21-ODD ANGLE)
&CAI E MTV.
3 x 0.032 x 1 - LB EPS -PANEL.13
(ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX
ALLOWABLE
SPAN (FT)
ALLOWABLE
LOAD (PSF)
L/80
L/120
U180 L/240
10
17.50
17,50
16,91 15,96
20
16,64
15.96
14,06 12,16
30
15A7
14,06
1t21 8,36
40
13,69
12,16
8.36 4�56
50
12,22
10,26
5.51 0,76
- --- -------- --
60
------- -
10,75
8,36
2,66
- - ----------
70
9,27
6,46
80
7,80
1 4,56
- - ---
------
PRODUCT SFSECIFICA"
gyN- FL# 7561-R5
A E L F - fAV, IDN G
SELF -MATING
2'A2'xl,S` ANGLE ",Nl
2'x2AlI8"ANGLE`,,"D
(2) #10x,314' EACH FACE RFQ
FIFCEIVINIG CHANNEt ',bhl (2)
'#1 _�W�INTO
(2) #10x 3/4' EACH FACE J.
RECEIVING CHANNEL W/ (2)
FOR EACH LOAD SEARiNG
OX EACH FACE
FOR EACH LOAD BEARING
___ i -�
r
41 Ox 3/4" INTO E. J FACE
POSTCONNEC-NON
POST CONNJECTION
1111
T
"x2" 0 B RASE PLATE
LAI
'xT 0.13,8ASE PF
PAVERS
MIN� 4" SLAB 2500 PSI
CONC. wl AA0,flP OR
DIA.'fAPV0NS
MIN. 4'SLAB 25010 PSI 1,
FIBERMESH
1-1/4' MIN CONCRETE
D A. TAPCONS
ANCHOR FMBEDI`0,,ENT
CoNc� wIll MAIM 0 R
MIN CONCRETE
SIDE VIElli
TYP. ALL
RSERMESH
SIPEIVEW
ANCHOR EMBEDMENI
TYP. ALL
24',DC
MAX
"xC' BASE PLA'lE
-- ----------
J BASE PLATE
ANCHORED CONC,
DIA. TAPCONS
1,
9
ANCHORED CANS.
4
DIA. TAPCONS
t
AT 24" O�C. MAX,
DiA. TAPGONS
AT 24" 0,C. MAX,
DIA. TAPCONS
4MIN CONCRE rE
__4
1-1/4" MIN CONCRETE
AFICS',0R EMBEDMENT
FRONT VIEW
ANCHOR EMBEDMENT
FRONT VIEA
TYP.ALL
TYP. ALL
,4 2'A4�'OR LARGER
1611111-1
UPRIGHT, TO DECK,
DETAILS
Z, �, ZA4" OR i ARGER UPRIGHT TO DECK
17
wi PAVERS DETAIL
SCALE, '4 7 S
CCALE, �Ts
3-1/8"xl, IA"x 1/8" BASE
IN/ (2) 11 /41' A. I APCONS
3'Y3'0R4'x4"COlUMN
OR EQUIV,
POST AV (2) 3/8" CIA, T HRU
BOLTS
LENGTH VARIES
14" CIA. 5APCONS
1 _ 1/4" NIIN CONCRETE
ANCHOR EMBEDMENT
TYR ALL
, 3x3 OR 4x4 COLUMN TO PAVER OR PATIO AITACHIOENT
'18
SCREEN ENCLOSURE CARRIER
4 , 04/4' INTO RE/ -!rANG ROOBEAM
FLOOR SYSTEM BEGIN i - I CHANNEI � 0 POST C-�ZE DAY VAR"
�Sx4
IZE DAY
NT,NN 1-114"' 0,c.2'xYl - 2"X10"
154, ROOF BEAM----�'!ZrXjo�l
110x3/4" INTO REIVING (SIZE MAY
VAR'V c
16" BLOCK STEM WALL. W/ (1, i CHANNEL I'0 CARRIER BEAM.
6x6,, OST
P -
#5 DOWELED INTO FOOTER TO MAINTAIN 1 JA" 2'Al'ZA I 3'
HEIGHT TO
@D 6' 0, C
VARY, T_yP, P, a 2`x2'xlO' HEAVY ANGLE EA.
`ODEWh2)TlAPC0NSEA,
ANGLE RECEIVING CHAINNEL
"E o4k ',al: 9100314" MAINTAINING
'MA THRU SOLT
GRAD J 3R-, S
CON S"VJIDE x A' DEEP
6 7/8'Al l,'2'xl/8` BASE RECEIVING
CONVENTI(DIVAL CONC, FOOTED I'Dik AV (6) 1/3" DIA TAPCONS
CHANNEL
M/1 Il) #5 CENT � AD SPLICES PANI. SIPEIVIEW TOP VIEW
7APCONS OR EQUIV.
25'& TIE M11WIRE. TYR,@ I
1-4 1/" MIN I
-El ER DIV. TAPC NOTE PERIM ONS. 1-1,4 MINI
CONCRETEI sq,,L vew Q ASE
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CONTRACTOR
I LIGHTNING ALUMINUM. ING
P.OBOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
ENGINEER
CRAIG JASIN, P,E, (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD,
SEFFNER, FL 33584
586-873-4980
PROJECT ADDRESS
OTIS
6747 NORTH LAKE OR
ZEPHYRHILLS, FL, 33542
CITY OF ZEIPHYRHILLS
A-3
CRAG JASIN, RE, (#82363) DETAILS