HomeMy WebLinkAbout22-3744City
5335 Eighth Street
�itl`i
,,:' $:
ephyrhil FL 33542
- 4374 -2 2
Phone, (813) 780-0020
Fax: (813) 780- 021
issue gate. 05r26/2022
REINSPECTION FEES: (c) With respect i }
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspoction, whichevergreater,i , i7 , p `
additionalNotice: In addition to the requirements of this permit, there may be R this propertythat
may be • additional permit required from other governmental
entities such as water management, state agencies or M
�. 1 iall
•. 1� !. t Mgt
R s y
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE
4
€€ CONTRACTOR SIGNATURE FE IT OFFICE
PERRi . EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
V V 4 WINA U K-1 7- T, I I I I k1l
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Fili r " T � rn
REINSPECTION FEES* (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local 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 that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
n +izz' T�� I It It ra f lt
nym., �1111i� �1111
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 7MIT OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-613.780-0021
Building Department
SUBDIVISION � � F �A � � $?
PARCEL to#
(OBTAINED FROM PaPROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADDIALT
SIGN DEMOLISH
INSTALL 8
REPAIR
PROPOSED USE SFR
COMM
OTHER
TYPE OF CONSTRUCTION BLOCK �'
FRAME
STEEL
jQ
DESCRIPTION OF WORT{ ! b 4-n
0 � �
t V\ C 6- Y 6 0 `
BUILDING SIZE SQ FOOTAGE � HEIGHT =
BUILDING $ a VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING $ ji
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY = OTHER 1
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER � -----� COMPANY t E�CUti
RREN�SIGNATURE REGISTERED Address Cta Ut L c 1 CA License It C} I
x1i
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N� FEE cURREN Y f N
Address License #
PLUMBER COMPANY
E===
SIGNATURE REGISTERED ;;;=F.=.UI111EN;;;;;=
Address License # E _= =
MECHANICAL COMPANY
SIGNATURE REGISTERED �
E=:==
[ mmY I N �F.ERREN �
Address License #
OTHERE__ COMPANY
SIGNATURE REGISTERED YIN �IEEMIRRr�NI N
Address License #
'�ST��d#ttlFltdrl1
RESIDENTIAL Attach (2) Plat 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 castle, Construction Plans, Stormwcater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsilarge projects
COMMERCIAL Attach () complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms: R-O-W Permit for new construction.
Minimum ten H0) working days after submittal date. Required onsite. Construction Plans, Storrnwater plans wl Slit 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 Flans.
**`*PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign hack of application, notarized
If over $2500, a Notice of Commencement Is required. (AIupgrades over $750)
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)
Remots 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 Zephyrhil)s 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 icensing 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 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'SIOWNER'S AFFIDAVIT: I car* that all the information in this application is accurate and that ail 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 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, WaterMastewater 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/Environmental 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 "V" 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 uniting, 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.
FAWNER OR AGENT aJ b _ W �VC)
Subscribed and sworn to (or affirmed) before me this
Who islare ersonally known to me or hag/have produced
as identification.
tt��,, Notary PUt?IIC
Com4.,on.s t�
Name of Notary typed, printed or stamped
on I mmr RITTANY ADAMS
° .; Notary public -State of Florida
*Commission # GS'950378
r»
My Commission Expires
January 23, 2024
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or hasthave produced
�O as identification.
__LtNA_NDtary PUt7iiC
Commission No,
Name of Notary typed, printed or stamped
,NIAYPu. BRITTANY
°a ADAMS
Notary Public -State of Florlds
= Commission # CG 950375
rc`>"� MY Commission Expires
,rnil January 23, 2024
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Parcel ID No 124�a�_ I �_n�_
NOTICE
OTICE OF COMMENCEMENT
Q
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real
property, and In accordarice VM Chapter 713, Florida Statutes,
the following information is provided In this Notice of Comm -noement,
r
L
1. Description of Property. Parcel Identification No.
S C-C
6
—
StreetAddress:
0
2. General Based
W c
3. owner Information or Lessee information if the Lessee contracted for the improvement,
ui °d
V,
Nam
0 W
In —
Address
City s
state
1-119 a)
10
friterestinPropertlr
r- ®
N 0) (D ,
a ,
Name of Fee Simple Titleholder
co G
<- i-I
rd C
> 3
(If difibrantfrorn Omerilsted above)
a N
cli
a 0
Address
city
State
:M
0
4. Contractor-
0
_R 0
Name
r.
(- -a
Address
City
State
Contractors Telephone No�: Eta A2 31 �0_
5. Surety,
Name
Address
city
State
Amount of Bond:
Telephone No.;
6, Lender. NIA
Address city State
Lender's Telephone No.* N1A
1
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 743.13(1)ta)(7), Florida Statutes
A i 1 /-9-
Name '
. A-
d ress city State
Telephone Number of Designated Person: AV I /-/I-
8, In addition to himself, the owner designates � if 1 Of—
q
to receive a copy of the Lienoes Notice as provided In Section 713JS(i)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner. y4a
9. Expiration date of Notice of Commencement Pis expiration date may not be before the completion of construction and final payment to the
contractor, but will be one yearfrom the date of recording unless a different date is specified):
WAPN1Nt1,T0OWNEP! ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
Under penalty oftiedury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and ballef,
STATE OF FLORIDA
COUWY Of PASCO
�Z-. Owner- or Le ... ys 'S, of Domeier s% a Vi er's or Lessse!s Authorized
d 'gr.cl do
Director/parm ana
Signatory 8miloloffice
The foregoing instrument was acknowledged before me thisCal ay of, 204 by
as (type of authority, e.g., officer, trustee, attorney in fact) for
(name ofw90 on behalf of whom )iAtrume"Aecutcd).
Personally Known E] OR Produced Identification Notary
Type of identification Produced tlf 1 Name i
EMMA A. KLOSI KI
Notary Public -State of Florida
CO-Inissioll GG 324783
koF f� V
it April 17
vlll�
19
DESIGN CRITERIA:
APPLICABLE CODES, REG TIONS 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 1-B OF THE ALUMINUM
DESIGN MANUAL PREPARED BY THE ALUMINUM
ASSOCIATION, INC. WASHINGTON, D.C., 2020 EDITION.
1 ASCE 7-16.
WIND LOADS
1--Ri ILDING OCCUPANCY CATEGORY, PARAGRAPH
16045 AND TABLE 1604.5; 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: 155MPH V-ULTIMATE EXPOSURE
CATEGORY, PARAGRAPH 1609,4,3: C
3, BUILDING CATEGORY FOR ALUMINUM STRUCTURES,
PARAGRAPH 2002,6: BUILDING CATEGORY I
SPECIFICATIONS
fHE FOLLOWING SPECIFICATIONS 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.
3, #10 SCREWS 6FROM END AND 24'CENTER 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,
6A. (EXAMPLE: A 2x6 MAY BE USED IN LIEU OF A 2X5)
CONTRACTOR
LIGHTNING ALUMINUM, INC
P0. BOX 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
HEARN
6462 DFORD WOODS DR.
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
-----------
T-6'
Im
T—
T-0"
T-2'-- --�
m
HOUSE
SCALE 1/4'= V-T
T-1
T-6
AL TN SHALL. COMPLY WITM PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC% CODE.,
AND THE C"ITY OF 4-nEPHYRH I LLS-
ORDINAISPICIES
APR 0 4 2022
%
REV 100d
7-1 y IFY'R
C)r-
No 363
M-
PLAN
Cm
STATE F
-7
0
A-1
CRAIG JASIN, P.E. (#82363) PLAN
591affi-luNim
GUSSET
DIMENSIONS
16"x6': 2x8 - 2x10
16'x4': 2x4 - 2x7 . . . . . . e 0
12'x4": 2x4 - 2x5
EXTERNAL GUSSET DETAIL
,SCALE; N.T.S.
KV.*M
RECEIVING
BEAM
CHANNEL WI (2)
#10x314" INTO EACH
FACE& (3) #10x314-
INTO BEAM
PURLIN OR GIRT TO BEAM OR POST DETAIL
'�.0
E.N.T.S.
(2) #1 GxZ' SCREWS THRU EXTRUSION
(1) #10xT SCREW 24- O.C.
2"WDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
W/ (2) #8x3/4-
A-1
0
0
NO. OF SCREWS AND PATTERN
#10x3/4'INTO TO VARY. SCREWS TO MAINTAIN
RECEIVING CHANNEL 1-1/4" C/C
GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
SCALE: -�Tl
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
2X2: 2"X2"X0.044'
2X3: 2"X3"X0.050"
2X4: 2"X4"X0.050"
2X5: 2"X5"XO.050"
3X3: 3"X3"XU93"
4X8:4"X8" ULTRA CAPE
OPEN BACK SECTIONS
1X2: 1"X2"X0.040"
IX3: 1"X3"X0.045-
SELF MATING_(_q_MB
2X-4:2-X 044"X0.100"
2X5: 2"X5"X0.050"X0.100"
2X6: 2"X6"XO.055"X0.120"
2X7: 2"X7`X0,057"X0.120"
2X8: 2"X8"X0.072"X0.124"
2X9: 2"X9"X0.072"X0A24"
2X102"X10"X0.092"X0.398"
SNAP SECTIONS
2X2 SNAP: 2"X2"X0.045"
2X3 SNAP- 2"X3"X0.050"
2X4 SNAP: 2"X4"X0,045"
BEAM
2x3
RECEIVING CHANNEL
SELF -MATING
W/ (2) #1 OX3/4- INTO
BEAM - NOTCH
GIRT EACH SIDE & (3)
FOR UPRIGHT W1
#1 Ox3/4' INTO 2x3
MIN, 3W O.C-
#10x3/4"
UPRIGHT TO BEAM CONNECTION DETAIL
-SCALE--:N.T--S ---- - -
BE SIZE x 4" GUSSET d"THICK)
#10x314',
2'O,C,
K-6\ OVER SPLICE DETAIL
.
'\,� SCALE: N.T.S.
(2) #1 Ox2' SCREWS THRU EXTRUSION -
(1) #1 CX2- SCREW 24- 0,C,
2"WDE EXTRUDED
GUTTER
BRACE AT
EACH BEAM
W/ (2) #8x3/4' Si
jg
NO. OF SCREWS AND PATTERN
#10x3/4'INT0 - TO VARY. SCREWS TO MAINTAIN
RECEIVING CHANNEL 1-114'C/C
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
4x 8 ULTRA SCARE BEAM SPLICE DETAIL
(D3 --
SCALE: N,T,S,
gm
2x3
RECEIVING CHANNEL
W1 (2) #1Ox314- INTO
GIRT EACH SIDE & (3)
#10x3W INTO 2x3
SLOPED PURLIN CONNECTION DETAIL
13
13
m
DIAGONAL WIND BRACE TO BEAM CONNECTION OR 2X3 PATIO CONNECTION
SCALE: N,T.S.
---- JD--- (2) 1/4" DIA. x
3-1/2'
#1Ox3/4'S.M-S. 10'0.C. THRU BOLTS
INTO GUTTER ALSO
INTO CARRY BEAM
F
0- NO. OF SCREWS AND
PATTERN
To VARY- SCREWS
TO MAINTAIN 1-1 /4"
o C/c
COMPOSITE TO GUTTER TO BEAM TO 3x3 COLUMN TO BEAM
SCALE:: N3..S7
#12x3,'4'TEK SCREWS
(2) ROWS TOP AND
BOTTOM MAINTAIN
1-1/4"O.C. SPACI
NG
Q'
0
4.8 ULTRA SCARE BEAM TO BEAM BRACKET DETAIL
SCALE: N7
(9)#lOx3/4'SMS
CABLE CONNECTION AT CORNER
SCALE: N.T.S.
HOUSE WALL:
EITHER STUCCO/BLOCK OR
WOOD FRAME
1/4'x2-114* TAPCONS TO MAINTAIN
2"O.C. FOR STUCCOIBLOCK OR
#10x2'SCREWS 1"O.C. FOR
WOOD
NO. OF SCREWS AND PATTERN
TO VARY. SCREWS TO MAINTAIN
1-1/4* CIC
#1 Gx314" INTO
RECEIVING CHANNEL
HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL
,�-�S. LE N'TS'
4213mmm
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC.
6231 BLACK DAIRY RD.
SEFFNER, FL 335B4
586-873-4980
PROJECT ADDRESS
HEARN
6462 BRADFORD WOODS DR.
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
CO.. qW0
No, 2383
0'. STAT OF
A-
ORIV.-o
L
CRAIG JASIN, P.E. ( 82363)
m
2"x2'xll8`ANGLE W/ SELF -MATING 2"x2"x1/8"ANGLE Wl SELF -MATING
1/8" S.S. CABLE 2) #1 Ox 3/4" EACH FACE RED. RECEIVING CHANNEL Wl (2) (2) #1 Ox 3/4 EACH FACE RED. RECEIVING CHANNEL W/ (2)
FOR EACH LOAD BEARING #1 Ox 3/4' INTO EACH FACE FOR EACH LOAD BEARING #I ox 3W INTO EACH FACE
CT�N
POST CONNECTION
0 0 1'x2 O.B.BASE PLATE POST CONNECTION 1"x2" O.B.BASE PLATE
MIN. 4"SLAB 250OPSI u PAVERS - 3"x3" OR 4"x4" COLUMN
4 CONC. W/ WWM MIN, 4" SLAB
1, DiA. TAPCONS 0 P"F
25(
FIBERMESH 1-114' MIN CONCRETE CONC wt WWM OR DIA. TAPCONS
ANCHOR EMBEDMENT CONCRETE
0 SIDE VIEW TYP. ALL FIBERMESH SIDE VIEW ANCHOR EMBEDMENT
4" SLAB MIN
TYP. ALL
2 24'0 C MAX
4'0,CMAX I"x2' BASE PLATE r I'XZ' BASE PLATE
(2) 4"x 2-114" TAPCONS ANCHORED CONC. ANCHORED CONC.
1-1/4'MIN CONCRETE 14" DIA, TAPCONS DIA. TAPCONS
2500 PSI CONC,
ANCHOR EMBEDMENT TYP, AT 24'O.C, MAX� '"DIA, TAPCONS AT 24' O-C. MAX,
DIA, TAPCONS
4
ALL WWM OR FIBERMESH t 1-1/4" MIN CONCRETE
1-1 /4' MIN CONCRETE
ANCHOR EMBEDMENT FRONT VIEW ANCHOR EMBEDMENT FRONT VIEW
- TYP. ALL TYP. ALL
�I (*15 _E CONNECTIONS AT FOUNDATION 2.x4'OR LARGER UPRIGHT TO DECK DETAILS 'OR LARGER UPRIGHT TO DECK w/ PAVERS DETAIL
SCALE: N,TS. ow 2'x4
SCALE: N-T.S. SCALE: NJS.
2500 PSI (MIN)
W/ (1) #5 CONT. 2500 PSI (MIN)
(MIN) 8-x8- w/ (1),45 CONT. MIN
T::
CONTINUOUS FOOTING DETAIL
10(INSTALLED BY OTHERS)
9 SCALE: N.T.S.
4'X4'
COLUMN
—#1Gx3/4- INTO----- I
4'X4' RECEIVING PLAN
r 'OLUt,4Nl CHANNEL @
1-1W O/C
FRONT 1
4�'X4" (2) 3/8- DIA, THRU
COLUMN
OLUMNI BOLTS
LENGTH VARIES
SIDE 4-X4-
COLUMN
OLUMN
ROTATED
4X4 COLUMN TO BEAM
3" x 0.032 x 1 LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
MAX ALLOWABLE SPAN (FT)
ALLOWABLE
L
LOAD (F)SF)
L/80—_
L/I
L/1 80
U240
10
17.50
17.50
16.91
15.96
20
16,64
15,96
14,06
12.16
30
15.17
14.06
11.21
8.36
40
13.69
12.16
8.36
4.56
50
12.22
1026
5.51
0.76
60
10.75
8.36
2.66
-
70
80
9.27
7.80
646
.5
3-1/8"xl-1/2"x 1/8'BASE
Wl (2) 1/4- DIA, TAPCONS
OR EQUIV.
POST W/ (2) 3/8"DIA. THRU
BOLTS
LENGTH VARIES
li'DIA, TAPCONS
1-1/4" MIN CONCRETE
ANCHOR EMBEDMENT
TYP. ALL
3x3 OR 4x4 COLUMN TO PAVER OR PATIO ATTACHMENT
(08
SCALE: N.T.S.
SCREEN ENCLOSURE #1 Ox3/4" INTO RECEIVING CARRIER ROOF BEAM
FLOOR SYSTEM CHANNEL TO POST TO BEAM (SIZE MAY VARY)
MA .10
- 2�
VARY)
ROOF BEAM 0 2"x4'- 2'x1O'
#1 Ox314' INTO RECEIVING (SIZE MAY 0
16' BLOCK STEM CHANNEL TO CARRIER BEAM VARY) WALL Wl (1) 6"x6' POST - HEIGHT TO
#5 DOWELED INTO FOOTER TO MAINTAIN 1-1/4" O.C. 2'x4'- 2'xlT
@ 6'CLC. VARY, TYP. 2"x2'xII8' HEAVY ANGLE EA, 0
SIDE W1 (2) TAPCONS EA,
V �RY
MAINTAIN 1-114, O.C. (SIZE MAY ZX4' )//
2 JG_
ANGLE RECEIVING CHANNEL
GRADE W/ #1 Ox3/4' MAINTAINING
(2) - 318- DIA. THRU BOLTS
CONT, 8'WIDE x 8"DEEP 1-1/4" O.C.
5 7/8'x1 1/2x118" BASE
CONVENTIONAL CONC, FOOTER DIA. W/ (6) 113- CIA TAPCONS RECEIVING
WTAPCONS OR EQUIV. / (1) #5 CONT. LAP SPLICES MIN, CHANNEL SIDE VIEW TOP VIEW
25'& TIE W/ WIRE,
% F- TYP. @ 1-1/4" MIN F E-TE.-
SIDEVEW 01 DIA. TAPCONS, 1-1/4- MIN NOTE:
,C,,,cSFTE
PERIMETER CONCRETE STE 5ASE
CONGR F3AS__] CONCRETE ANCHOR -NO. OF SCREWS & PATTERN TO VARY BASED ON BEAM SIZE.
ANCHOR L___ - E EMBEDMENT TYP. ALL -SCREWS TO MAINTAIN 1114' O.C.
EMBEDMENT
CMU ANCHORING DETAIL TYP. ALL 6.6 POST ATTCHMENT DETAIL F BEAM TO CARRIER BEAM CONNECTION
SCALE:L E--N :- --T _ SCALE: N.T.S.
22 EGG
S_N.T.S.N.TSAN.Y.S. ( W"WITH
#1 OX3' S M.S. THRU
#10x3'S.M.S. THRU FASCIA INTO RAFTER NEO WASHER
FASCIA INTO RAFTER TAILS, 24" O,C. 3" HEADER
TAILS, 24'CLC. COMPOSITE /-(3)#l2x4'S,M.S- COMPOSITE (3) #1 Ox314"
------ ROOF PANELS WITH WASHER, RO�OFF COMPOSITE
S.M.S. PER PAN 3" COMPOSITE
PER PANEL 3x2 W H R
3- _OMPOSITE
3.2
(4) #10x 3W
--------- S,M,S, PER
#1 Ox 3/4' SJVC& 10' #1 Ox 3f4' S.M.S. PER CONNECTION
Io
O.C.
TOP AND PANis
7BIOTTOM 3x2
T O.C.
COLUMN COLUMN
(4) #1 Ox 3/4'
S.M S PER
COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT AND COMPOSITE ROOF I PAN ROOF HEADER TO FASCIA ATTACHMENT
To LOAD -BEARING WALLFL, PRODUCT APPROVAL-FL7561-R4 - EXP.- 12/30/2022 D25 AND PAN ROOF TO LOAD -BEARING WALL
SCALE: N.T.S. SCALE: N.T_S_
3' HEADER Wl (2) #1 Ox3/4"
INTO 3x3 FACE & (2) #1 Ox3/4'
INTO 3" COMPOSITE PANEL
@ 12- OG,
3" COMPOSITE PANEL
TAPE OR CAULK EXTERIOR
GAPS, TYP,
3' HEADER W/ (2) #1 Ox314'
INTO 3' COMPOSITE PANEL
4" DIA- TAPCONS AT 24'
@ 12- O.C.
O.C. MAX.
3" HEADER
1-114'MIN CONCRETE
MIN. 4' SLAB 2500 PSI
ANCHOR EMBEDMENT
CONC. wf WWM OR
TYP, ALL
FiBERMESH
3- COMPOSITE WALL DETAIL (Wl 3x3 BEAM)
(�2%%7 SCALE: N.T.S.
SUPER __ i
GUTTER CONNECTION
4 2 6) KNEE WALL PETAILTO GUTTER
\t! SCALE: N,TS,
CONTRACTOR
AfRomm
CRAIG JASIN, P.E. (#82363)
LIGHTNING ENGINEERING LLC,
6231 BLACK DAIRY RD.
SEFFNER, FL 33584
586-873-4980
HEARN
6462 BRADFORD WOODS DR.
ZEPHYRHILLS, FL 33542
CITY OF ZEPHYRHILLS
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CRAIG JASIN, P.E. (#82363) DETAILS