HomeMy WebLinkAbout22-3673city ut .e.
5335 Eighth Street
EINSPECTION Reinspection fees will comply with Florida Statute 663.80(2)(c) the
foundlocal government shall impose a fee of four times the amount of the foe imposed for the initial Inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property thati
may be in the public records» be s permit required from other governmental
management,entities such as water efederal
♦ iF J' +h ' �F M`; ; +:
accor ance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
Gt)N°�FtACit}F2 SI�NAUE2E
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIREJ
PROTECT CARD FROM WEATHER
813-780-0020
Date Received
It 9 a a a
I
Owner's Name
Address jlc4
Fee Simple Titleholder Name
Fee Simple Titleholder Address
City of Zephyrhills Permit Application
Building Department
Ph.. Contact for Permitting
Owner Phone Number
Owner Phone Number
SUBDIVISION
WORK PROPOSED
NEW CONSTR F4
INSTALL
PROPOSED USE
SFR
TYPE OF CONSTRUCTION
BLOCK E]
2=2120111111110
ADDRALT
REPAIR
Comm
FRAME
(OBTAINED FROM
SIGN =
OTHER
STEEL
Fax-813-780-0021
LOT #
�%k'QD �-b
RTY TAX NOTICE)
DEMOLISH
y" o L" f-
BUILDING SIZE SO FOOTAGE HEIGHT
n.
BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W,R.E,C.
=PLUMBING
11
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA
=YES NO
BUILDER COMPANY
7 7771
54NV
SIGNATURE / N FEE CURREN Y/N
Address License
ELECTRICIAN COMPANY
SIGNATURE REGWERED L_y LN _J FEE CURREN YIN
Address License #'
PLUMBER COMPANY N
SIGNATURE N FEE CURREN YIN
Address License # MECHANICAL COMPANY
SIGNATURE E:== REGISTERED YIN FEE CURREN
Address License #
OTHER A '01"
/,� , COMPANY %I C
SIGNATURE 61 V REGISTERED L_11QC.RRETl Y LI N __J
Address License# EC Q y C =
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 dUrripster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete 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 & 1 dumpster, Site Work Permit for all new 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
If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter frorn owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Retools 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
that, 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 understate 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 property 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 90-07, 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 $2,500.00 or more, I certify that 1, 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'SIOWNERS 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 Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/E nviron mental 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.
It 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, after, 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. 117,0,4),,n
q
OWNER OR AGENT
CONTRACTOR —
Subscribed and sworn to (o irmgd f re me his
"I "I
Subscribed and sworn to affirmed) bpfom his
I ,rrt,
by Itch "I I't S, —
by "I V. , '.
;Vv_ho istare personfilly known to me or has/have produced
Who is/areppgonalll nown tome or has/have produced
Vv%, as identification.
-viov"," as identification.
Notary Public
Notary Public
Commission No.—
Commission No.
6VA N"
V" Ji Ad u4t,
,ii,*g-11j,_�A
KWrWe_dI �p d, prinddl.r92-mood
Name of Notary typed, prints arstampe
'et'a
"%k It ,
"Nii,ey Pu BRITTANY ADAMS
ublic_St,
In I t is C
�VS Notary Pubfic-state of Io�,i
S_n C,
9 or, V (' ,
Commission
n
�Commission (3113 96037C
C 08 M
MY Commission Expirp�`
isJ ,8,y 2
anuary 23, 2024
In .3 2,
wf P BRITTANY ADAMS
Notary Public -State of Floricia
Commission* GEC 960378
My Commission Expires
January 23, 2024
Permit No. Parcel ID No
NOTICE OF COMMENGEME�T
State of County of ram, x
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain r property, and In accordance with Chn ter 7V3 Florida Statutes,
I
the mtlowft information is provided in this Notice of Commencement al '4
1. DesorlptloriafProperty: Parcel Identification Na
P
Street Address: �4,,M-,,
2, General Description of
3, Owner Information or Lessee Information if the Lessee contracted for the Improvement:
Address City State
interest in Property:
Name of Fee Simple Tit eficidea
ff ditfsse tfromOwnerflataidabove)
Address City State
4. Contractor, 0AAAU-FN1b1ESe—
In
city State
Name
Address City, Aa
Amount of Bond: S Telephone No4
6. Lender:
Name f
Address city state
Lender's Telephone No,:
7. Persons within the State of Florida designated, by the owner upon whom notices or other documents may be served as provided by
Saotfon'713.13( 1( �71, Floddi, Statutes:
N Macpp�
ame
Td—dress" 5R—Y Stele —
Telephone Number of Designated Person,
a, In addition to himself, the owner designates aF
to receive a copy of the Liener's Notice as provided In Section 713,13(1)(b), Florida Statutes,
Telephone Number of Person or Entity Designated by Owner —
9. Expiration data of Notice of Commencement (the expriniflon date may not be before the completion of construction and firra( payment to the
contractor, but will be one year from the data of recording unless a different:date is epseilled):
Under penalty of poluty, I declare khaki have read the foregoing notice of commencement and that the facts, stated the Inare true tathe best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO x
Sig Owne ease wner's or Lessee Authorized
conDir riPartnerManager
Wgriodory's, Tille/Offloo
The foregoing instrument was acknowledged before me this it-`dy cd,L0_�- 2aby___1A-_a- I-.'7
as fact)far
(type of authority, e.g., officer, trustea, atternayyh
0
(no arty on behalf of whom I a buted),
— A
Personally Known PA Produced Identification NotalZ
11Ih.W' 7,4,
—
Type of identification Produced Name
U� c&n<x,
83
a
4:n o Z
N a
ti
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0 (,a N
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CY'U
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WESIGN CRITERIA-
APPLICABLECODES, REGULATIONS AND STANDARDS
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 1604,51- 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: 137MPH V-ULTIMATE EXPOSURE
CATEGORY, PARAGRAPH 1609.4.3: C
3. BUILDING CATEGORY FOR ALUMINUM STRUCTURES,
PARAGRAPH 2002.6: BUILDING CATEGORY I
SPECIFICATIONS
THEFOLLOWINGSPECIFICATIONS ARE APPLICABLE TO
THIS PROJECT:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
2. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR
BETTER ZINC PLATED.
1 #10 SCREWS 6'FROM END AND 24CENTER TO
CENTER.
4, DOOR LOCATION SHALL BE DETERMINED BY
CONTRACTOR IN THE FIELD,
5. TYPICAL SCREEN TYPE SHALL BE 18X14
6. ALL MEMBER SIZES MAY BE GREATER, BUT NOT LESS
THAN, WHAT IS SHOWN ON THIS PRINT.
6.1. (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2x5)
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
HICKSON
6515 PADEN WHEEL ST.
ZEPHYRHILLS, FL 33541
CITY OF ZEPHYRHILLS
gx 1UNIG
CODESPLORIDAP, sU"LDJNG COME,
1"'M C CODE,
1 ATl0J'l-!-AkL ELEC
ANDTHECIT
vl�
lup, I
c-T-v
le 4
OF
p S
AN
MINER
-f-
T-011
m
7'-6
I
a' 623
Al,
ST OP
ft
0 R
'9/ONA
If PLAN
BEAM
81" GUSSET
DIMENSIONS
O.C. #10 SEAS 1-1/4'
SCREWS VARY
2x3
16"x6": 2x8 - 2x10
16"x4': 2x4 - 2x7
BASED ON BEAM
- 0
12'x4': 2x 4 - 2x5
SIZE
0 0 0
2"x4' - 2'xl 0"
RECEIVING CHANNEL -
SELF -MATING
(SIZE MAY
V41 (2) #1 Gx39- INTO
BEAM - NOTCH
VARY)
GIRT EACH SIDE & (3)
FOR UPRIGHT W/
#10x3/4" INTO 2x3
MIN. 3/4" O.C,
0 0
#10x3/4"
EXTERNAL GUSSET DETAIL
SCALE: N-Ta
UPRIGHT TO BEAM CONNECTION DETAIL
SCALE: N.TS.
Holum
RECEIVING BEAM
CHANNEL W/ (2)
#I Ox314" INTO EACH
FACE & (3) #10x3/4"
INTO BE
-
\PURLIN OR GIRT TO BE OR POST DETAIL
r5),
/ SCALE: N.T.S.
(2) #1 Ox2- SCREWS THRU EXTRUSION
(1)#10x2" SCREW 24- O.C,
2" WIDE EXTRUDED GUTTER BRACE AT
EACH BEAM
W/ (2) #8x3/4"
0
NO, OF SCREWS AND PATTERN
#10x3/4`INTO-- TO VARY, SCREWS TO MAINTAIN
RECEIVING CHANNEL 1-1/4'C/C
l, GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
9
'QJ SCALE: N.T.S.
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS SELF MATING_(SIRUB
2X2: 2"X2"XO.044" 2X4: 2"X4"XI[L044"X0A00"
2X3: 2"X3"XM50' 2X5: 2"X5"X0.050"X0.100"
2X4: 2"M'M.050" 2X6: 2"X6"X0.056'X0. 120"
2X5: 2'X5"XO.050" 2X7. 2"X7"X0.057"MA20"
3X3: 3"X3"X0.093" 2X8: 2"X8"X0.072"X0. 124"
4X3: 4'X8" ULTRA CAPE 2X9: 2"X9"X0.072"X0. 124"
2X10; 2"X10"X0M2"X0.398"
OPEN BACK SECTIONS
IX2: 1"X2"XO.040' -SNAP SECTIONS
1X3: V'X3"XO.045" 2X2 SNAP: 2"X2"XO.045"
2X3 SNAP. 2"X3"X0.050"
2X4 SNAP. , 2"X4"X0.045"
BEAM SIZE x 4' GUSSET a' THICK)
o 2" O.C.
0
OVERLAP SPLICE DETAIL
SCALE: N.T.S.
(2) #1 Ox2' SCREWS THRU EXTRUSION
(1) #10x2- SCREW 24- O.C.
2"
WIDE EXTRUDED
--
GU TT I
E R BRACE AT
I' B
EACH BEAM
W1 (2) #8x3f4"
ID
NO. OF SCREWS AND PATTERN
#10x3/4" INTO i TO VARY. SCREWS TO MAINTAIN
RECEIVING CHANNEL 1-1/4'CIC
I 0�GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL
' SCALE; H.T.S.
#1 2x314" TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN,�
1-1/4'O.C. SPACING.
4x8 ULTRA SCAPE BEAM SPLICE DETAIL
1=
M
RECEIVING CHANNEL
W/ (2) #1 GX3/4- INTO
GIRT EACH SIDE & (3)
#1 Ox3/4" INTO 2x3
Assuml
SLOPED PURLIN CONNECTION DETAIL
RECEIVING CHANNEL BEAM
W1 (2) #1 Ox3/4' INTO
EACH FACE & (3)
#1 Gx3]4' INTO BEAM
DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION
SCALE: N.T.S.
(2)1/4" DIA, x
3-1/2"
THRU BOLTS
INTO GUTTER ALSO
INTO CARRY BEAM
o NO, OF SCREWS AND
PATTERN
o To VARY. SCREWS
o TO MAINTAIN 1-114'
C/C
COMPOSITE TO GUTTER TO BEAM TO 3x3 COLUMN TO BEAM
�.0 A.LE: N . T_ S.
#12x3/4'TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1 /4' O.C.PACING C SPACING
C-:,\ 4x8 ULTRA SCARE BEAM TO BEAM BRACKET DETAIL
1/8' PLATE ON 45'
ANGLE
(9) #11 0x314" SMS
CABLE CONNECTION AT CORNER
4
% SCALE: N.T.S.
HOUSE WALL:
EITHER STUCCOIBLOCK OR
WOOD FRAME
1/4-x2-114- TAPCONS TO MAjNTAW
2" O.C. FOR STUCCOIBLOCK OR
#10x2' SCREWS V O.C. FOR
WOOD
NO, OF SCREWS AND PATTERN
TO VARY, SCREWS TO MAINTAIN
1-1/4'CIC
#1 Gx3/4' INTO -
RECEIVING CHANNEL
HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL
SCALE: N.T.S.
R000TOR310
LIGHTNING ALUMINUM, INC
P.O, BOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
Afofflm=
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD.
SEFFNER, FL 33584
586-873-4980
PROJECT ADDRESS
HICKSON
6515 PADEN WHEEL ST.
ZEPHYRHILLS, FL 33541
CITY OF ZEPHYRHILLS
E.
0072,9*64 Vo
N #2363
0 9
STA OF
0
4-
0 R I
At
0 fill -2
DETAIL
rillwAffim
(2) 4'-Y 2-1/4' TAPCOP
1-1/4" MIN CONCRET
ANCHOR EMBEDMENT TYP,
ALL
2x2'x118'ANGLE W/ SELF -MATING 2`V2'xl/8'ANGLE W/ SELF -MATING
(2)#10x3/4" EACH FACE RED. RECEIVING CHANNEL WI (2) (2)#4Dx3W EACH FACE REG. -1 RECEIVING CHANNEL W/ (2)
FOR EACH LOAD BEARING #1 Ox 3/4" INTO EACH FACE FOR EACH LOAD BEARING #1 Ox 3/4' INTO EACH FACE
POST CONNECTION I'x2'O.B.BASE PLATE POST CONNECTION IN2, O.B.BASE PLATE
N. 4" SLAB 2500 PSI PAVERS -
L
CONC. wl WWM OR DIA. TAPCONS
1, 1.
Mft 4' SLAB 2500 PSI
FIBERMESH 1-1 /4" MIN CONCRETE CONC. WWM OR wl WWM OR 4 DIA, TAPCONS
ANCHOR EMBEDMENT 1-1/4" MIN CONCRETE
SIDE Ii VIEW TYP. ALL FIBERMESH SIDE VIEW ANCHOR EMBEDMENT
24'0.Cl MAX TYP, ALL
24' O.G. MAX
IN2' BASE PLATE IN2" BASE PLATE
ANCHORED CONC. ANCHORED CONC.
DIA. TAPCONS 4 DIA, TAPCONS
2500 PSI CONC. AT 24O.P-, MAX.
DJ
AT 24" O.C.MAX. DIA, TAPCONS
1-1/4'MIN CONCRETE 1-IA' MIN CONCRETE
EMBEDMENT
ANCHOR EMBEDMENT FRONT VIEW ANCHOR FRONT VIEW
TYP ALL TYP. ALL
2"x4'OR LARGER UPRIGHT TO DECK w/ PAVERS DETAIL
CABLE CONNECTIONS AT FOUNDATION 2'x4'OR LARGER UPRIGHT TO DECK DETAILS
SCALE: N.T.S.
ScA-L —E:N-. T s.- SCALE N.T.S. 7'
2500 PSI (MIN)
wl (1) #5 CONT. 2500 PSI (MIN)
(MIN) 8"x 181" w 1/ (111 #15 CONT. MIN
;11 E-4,
CONTINUOUS FOOTING DETAIL
l*(INSTALLED BY OTHERS} ------
SCALE N.T.S.
4X4U COLU
MN
COMN
#10x3/4"INTO —
4"X4' RECEIVING PLAN
COLUMNJ CHANNEL @
1-1/4" O/C
FRONT
4"X4" (2) 3/8`DIA. THRU
COLUMN BOLTS
LENGTH VARIES
SIDE
4-X4"
w
COLUMN
ROTATED
4X4 COLUMN TO BEAM
3 SCALE: N.T,S.
3" x 0.032 x 1 LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET I MAX ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)
L/80 L/I 20 L/180 j L/240
10
17.50
17.50
16.91
15.96
20
30
16.64
15.17
15,96
14,06
14,06
11.21
12A6
8.36
40
1169
12.16
8.36
4.56
50
1 12.22
10.26
551
I 0.76
60
j 10.75
836
2,66
-
7 0
9.27
6.46
8047.80
4.56
r 3-1/8'x9-1/2x 118"BASE
3'x3' OR 4�'x4` COLUMN / W/(2)1/4'DIA. TAPCONS
OR EQUIV.
POST W/ (2) 318- DIA. THRU
BOLTS
LENGTH VARIES
DIA. TAPCONS
1-1/4"CONCRETE
ANCHOR EMBEDMENT
TYP, ALL
3x3 OR 4x4 COLUMN TO PAVER OR PATIO ATTACHMENT
SCALE: N.T.S.
SCREEN ENCLOSURE #1 Ox3W INTO RECEIVING CARRIER ROOF BEAM
FLOOR SYSTEM CHANNEL TO POST TO BEAM (SIZE MAY VARY)7
(SIZE MAY 2-x4- - 2"xi 0-
MAINTAIN 1 -1 W D.C.
VARY)
ROOF BEAM 2"x4" - 2"x1O'
#1 0x314' INTO RECEIVING (SIZE MAY
CHANNEL TO CARRIER BEAM VARY)
3JEAM y
16' BLOCK STEM WALL W/ (1) 6'x6' POST - TO MAINTAIN 1-1/4"O.C. 2"x4"-2`xl0'
HEIGHT TO
#5 DOWELED INTO FOOTER
x
@ 6`0.C. VARY, TYP. / - 2'x2x1 /8" HEAVY ANGLE EA-
70
zo
SIDE W/ (2) TAPCONS EA.
ANGLE RECEIVING CHANNEL
GRADE (2) - 3/a- DIA, THRU BOLTS W/ #10x314" MAINTAINING
CONT. 8WIDE x 8` DEEP 1-1/4'O.C.
5 718"xi 1/2'xi]8'BASE
CONVENTIONAL CONC. FOOTER RECEIVING
4"DIA, W/ (6) 1/3- DIA TAPCONS CHANNEL
WI (1) #5 CONT. LAP SPLICES MIN SIDE VIEW TOP VIEW
25- & TIE Wl WIRE. TYP. @ TAPCONS OR EQUIV,
N
CONCRETE PERIMETER 1 1/4" MIN
s3oE VIEW CONCRETE BASE 4 DIA. TAPCONS, 1-114�'MIN NOTE:
ANCHOR CONCRETE SE CONCRETE ANCHOR -NO. OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE.
EMBEDMENT EMBEDMENT TYP, ALL -SCREWS TO MAINTAIN 1 114!'O,C,
CMU ANCHORING DETAIL TYP. ALL 6x6 POST ATTCHMENT DETAIL ROOF BEAM TO CARRIER BEAM CONNECTION
(2 0, (21)-�x,-2
SCALE. N.T.S.N.T,S. (4�SCALE: N.T.S.
#1 Ox3' S.M.S. THRU /--#l0x4"WITH
#10x3'S.M.S. THRU FASCIA INTO RAFTER NED WASHER
FASCIA INTO RAFTER TAILS, 24" D.C. 3'HEADER - --------
TAILS, 24- O.C. COMPOSITE --(3)#12x4SlM.S. COMPOSITE (3) #1 Ox3/4"
ROOF PANELS WITH WASHER, ROOF PANELS f S.M,S. PER PAN 3" COMPOSITES
PER PANEL
3x2
(4) #1 Ox 314-
#10x 3/4' S.NM LS, 10' #10x 3/4'S..S, PER S.M.S. PER
CONNECTION
O-C. TOP AND PAN is,
BOTTOM — -- 3x2
7'O.C,
COLUMN COLUMN j
(4) #1 Ox 3/4"
S.M.S. PER
SUPER
LCONNECTION L,
GUTTER --j
COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF PAN ROOF HEADER TO FASCIA ATTACHMENT
TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL7561 -R4 - EXP. 12/3012022 1, AND PAN ROOF TO LOAD -BEARING WALL KNEE WALL DETAIL TO GUTTER
SCALE: N.T.S. SCALE: t4.T.S- SCALE: N.T.S.
3X3
3- HEADER W/ (2) #1 0x3W
INTO 3x3 FACE & (2) #1 OX3/4-
INTO WCOMPOSITE PANEL
9 12- O.C.
T'COMPOSITE PANEL
TAPE OR CAULK E)CTERiOR
GAPS, TYP.
ti
3' HEADER W1 (2) #1fN3/4'
INTO 3" COMPOSITE PANEL
DIA. TAPCONS AT 24-�----
@ 12` O.C.
D.C. MAX.
3" HEADER
1-1/4' MIN CONCRETE
MIN, 4' SLAB 2500 PSI
ANCHOR EMBEDMENT
CONC, lwl WWM OR
TYP. ALL
FIBERMESH
')3 COMPOSITE WALL DETAIL
7
(W/ 3x3 BEAM)
SCALE: N.T,S.
NREIM
LIGHTNING ALUMINUM, INC
P.O. BOX 290144
TEMPLE TERRACE, FL 33687
813-984-1185
Alffleoffam
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD.
SEFFNER, FL 33584
586-873-4980
HICKSON
6515 PADEN WHEEL ST.
ZEPHYRHILLS, FL 33541
CITY OF ZEPHYRHILLS
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DETAILS