HomeMy WebLinkAbout23-5559City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-005559-2023
Issue Date:
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 fee 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,
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice fig
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.
rAk
--A4PE
CONTRACTOR SIGNATURE E IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO11
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
Date Received 7"
Phone �Contact for Permittin, 6)
a 9 *to It 11 RI I I a I
Owner's Name Owner Phone Number -7
Owner's Address Owner Phone Number E_
Fee Simple Titleholder Name Owner Phone Number F_
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONITR ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK E:J FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE E=� So FOOTAGE G HEIGHT
lu X-V x Iry
=BUILDING 171 ------------------- I
I" 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
=MECHANICAL
=GAS ROOFING
FINISHED FLOOR ELEVATIONS E==
AMP SERVICE PROGRESS ENERGY W.R.E.C.
W-P
VALUATION OF MECHANICAL INSTALLATION
((A/A
SPECIALTY OTHER
FLOOD ZONE AREA =YES NOC4)755
BUILDER
COMPANY
SIGNATU
REGISTERED
YIN
YIN
FEE CUR�REN���
Address
2-5 -7 5_3 7_ci (/ I rq C �-"'e,5J62 C
License
ELECTRICIAN
E=:=
COMPANY
SIGNATURE
REGISTERED
YIN
FEE CURREN YIN
Address
License #E==:==
PLUMBER
COMPANY
E
CU.RE.
SIGNATURE
REGISTERED
Address
License #E:====
MECHANICAL OMPAY E
SIGNATURE ROMP
�Y 1 N�FEE CURREN
Address License #E:====
OTHER CE
SIGNATURE E:=:= REGIOMPANYSTERED ;;;=FEE =I.RREN
Address License #E:==:=
all I IIIII III I I I I Isis I I it I I I Is I a 111111 Isis Its list at I It 9 Is at a I its I III I its Ii
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 & 1 dumpster; Site Work Permit for subdivisionsAarge 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 & I 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 -I Contractor sign back of application, notarized
tf over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs, If shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways.,needs ROW
INSTR#2023021057OR BK10762 PG1314 Pge 1 of 1
02/03/2023 11:32 AM Rcpt: 2547943 Rec: 10.00 DS: 0,00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
PQ=iI Na
NOTICE OF COMMENCEMENT
slawa Florida
o4utty,jir Pasco
THE UNDERSICAM fwpby 9wstalem tW iiA=,VffgflI wul tw each 10,CWWA III,%, g"*A,4' aw in axaswwo vith ctmpw 711 Flarku S I txLm'
tN f*uAfo bituffmian is woAaA 4abb mLjc* al CAvj$"XA&wC
t.O*Xdoiat d Pr4'Am: Pmd id"roafian No. 35-25-21 -01 ao-fflmm3An
SIM Al*.,Ll: 7697 SAIL CLOVER LANE, ZEPHYRHILLS, FL 33640
z Oaatral OasrflrdJyt U lnpaowama d Now screen endosu7e, and 2 IUD extension
S. OVA-M( Ifftin"k.1 of L"W6 Irtumudw I "A LA64ft t0aWUftd IM tha !ff0M.*ftWL
FERRICK LISA ANNE
St"
Nwv'Q at Fw SIftWA TdUhd:Mc
IIT6umm 116m Oww 1"Ad QpLh-a)
Adtl4� Callw1w: Justin deMello / Tradewinds Screens, LLC IUY gw—
Nana
Ely
CenatroUAra To Atwm NA:_413-81&0480
S. Saar,:
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D. Eaxtla4an am a Notib" Of CQ"-4MWQ(1 Ift 4-PiWi0t; dui may fta ba balima tra owtooko III oonsucwt, aid aj&I papno"I 0 to
WOUX)V, b'A -1 bQ W91 tam rfvb thb d" d fotat*q Maas a 4ftwud &ua a 11044ftd1:
WARMNO TO MNER ANY PAYMEMM MADE By THE ONMER AFTER THE EXPIRATION OF THE NOTICE OF C0161AVxCEMENI
ARE CONSIDERED MAPROPER PAYMN79 UNDER CHAPTER 711 PART i SECTION 713-1 j FLORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TIVICE FOR tUPFIGVEMENTS TO YOUR PRdFtRTV. A NOTIC OF 41)IWMENCEM&t LWST BE
RECORDED AND POSTED ON THE&B SITIE ATTO W Or -CTION. IF YOU INTEND TO CSTAIN FINANCINQ CONSULT
FO CITHE FIFW INSPC
NTH YOUR LENDER OR AN kENCING WORK OR RECOMN3 YOUR NOTICE OF CO1WVENCEWRY,'
-
WOW D811MY Of WpUrr. Id"JAN 0911 ha®a read tha fb(0;A4IQ sn 41 cmtafl aid hat ft 4" UAW travail me two 14 the b*0
aImy&,wa4w9&era vaWI
STATE OF FLMDA
COUNTY OF PASCO
TWOfta
T?Q urqaafo iwnwow was WA))&A%dwd Nit" as V*5 adav of
ti (11" d WM014,4,9, (Oka, MOW Gumw in W) rLv
manta terry 4 bawal
Pwwwy Kita-A" 0 Oa Ftwicad MIFjf"*-A Nuary Slg=
T" of IdwIr"lat Pd..V-L Nano (PIMI), it i
1:P11A of
10971 !0
ep _ 25. 20
'.tary
Pubtle - State of Florids
,KIMSERLY I)AmPmAt4
in
Commission III 4H 097V0
Comm. Expires *25. 2025
ionded through National Notary Assn,
StSte Of Florida, County of Pasco
This is to certify that the foregoing is a
true and correct COPY of the document
on file or of public record in this office.
Witness my hand and 5ftial seal this
day of
L 2 Li
Nikki Alvarez-Sowles, Esq,, Clerk &
Eom —PtIo Her
Pasco Co
nty, 5PQda
BY
Deputy Clerk
DESIGN Cf?l TERIA:
CONTRACTOR: TRADEWINDS SCREENS
Applicable Codes, Regulation 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 an Specifications for Aluminum Structures,
Port 1-A and 1-8 of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D. C-2020 Edition
J ASCE 7-16.
Wind Loads
I. Building Occupancy Category, Paragraph 1604.5 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: 140MPH
V-ultimote Exposure Category, Paragraph 1609.4.3.- C
J. Building Category for Aluminum Structures, FBC 7th
Edition R301,2.1.1.1 Sunroom Category I OR 2.
Following Loads were used to DesrgnlCk This Pool Coate 1, Dead Load of 5 PSF (Which is on Higher Side)
2. Live Load of 5 PSF (Which is on Higher Side)
3, Wind Load of 140 MPH as per ASCE 7-16
4. Load Combinations as per F8C 2020 7TH EDITION
5, Live loads for primary structual members 300 lb, -
R2002,4 Building
6, Live loads for roof purlins 200 lb - R2002.4 Building
Sp
ecifications
The 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 6" from ends and 24" center to center.
4. Door location shall be determined by contractor is the
field.
5, All Screen - Toe 18x14 (TYP.)
WIND ZONE FOR MANSARD BEAMS P 140mph VULT
VULT - (Ultimate Design Wind Speed)
SelfMating Beams
Gouge
Span
SupportSpacl . n g
2X4(sue)
0.044
Up
to 14'-8"
Up
to 8'
2X5(suB)
0.050
Up
to 18'-2"
Up
to 8'
2X6(sm6)
0.060
Up
to 25'-4"
Up
to 8'
2X7(smo)
0.060
Up
to 28'-4"
Up
to 8'
2X8(swo)
0.080
Up
to 35'-6"
Up
to 8'
2X9(smB)
0080
up
MAID ZONE FOR METAL COLUMNS 9 140mph VULT
VULT - (Ultimate Design Wind Speed)
SelfMatinoHow
Gauge
Column Height Range
2X4
0.050
Up to 10'-4"
2X5
0.050
Up to 12'-8"
2X6(-Ws)
0.055
Up to 16'-5"
2X7(sm,Q)
0.062
Up to 19'-8"
2X8(SA*S)
10-072
1 Up to 23'-6'��
WIND ZONE FOR PURLINS AND RAILS 0 140moh VULT
VULT -
(Ultimate Design Wind Speed)
Hollow Sections
Gouge
Span
2X2
0.044
Up to 7'-10"
2X3
0.045
Up to 9- 1 "
2X4
0.050
Up to 10'-4
2X5
0.050
Up to 12'-8:j
CON IRA C TOR
TRAOEWINDS SCREENS
28753 TAVIRA CT
WESLEY CHAPEL, FL 33543
813-876-0480
#CCC1529039
7'- 11
4'- 7 2x2
i
1
5 2x: 4
10' [
!x3—
�2i
H8'-2"-A
EXACT DOOR LOCATIONS
MAY VARY AND TBD
IN FIELD
HOUSE
SCALE I&" = 1'-Q'
CONCRETE PAD wl
PERIMETER FOOTER
2x4-
0'
L
2 �x 2
14 R"
3'
2x
2x3
—2x5
7'- 4" 2x2
�— 14'- 8"
RAM GOEL, P.E(#47431) PROJECT ADDRESS
SONEY FM LLC, CA#9746 LISA FERRICK
CORY LAKE PROFESSIONAL CENTER 7697 SAIL CLOVER LN
10329 CROSS CREEK BLVD. STEP
TAMPA, FL 3-3647 ZEPHYRHILLS, FL
Ph,# 715-781-1822 PASCO COUNTY
10
2x4
2
—2x3 x2
ALL
E ODE"' J RE",;,,
NiA
D THE nrry ,N 6- JF-, 1-py z7q"i
- , � VL!",
DRDINANCE-C,
A
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE F.B.C. 2020 RESIDENTIAL 7th EDITION
A,
A-v ----
RAM A. GOEL, PE,(#47437)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. STE P
TAMPA, FL 33647 P,
Ph.# 715-781-1822
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING (�jM3)
2X2,-2"X2"XO,044"
2X4 SMB: 2 "X4 "XO. 044 "XO. 100
2X3.- 2 "XJ "XO. 050 "
2X5 SMB: 2 "X5 "X0, 050 "XO, 100"
2X4:2"X4"XO.05O"
2X6 SMB: 2 "X6 "XO, 055 XO, 120 "
2X5:2 "X5 "XO. 050"
2X7 SMB: 2 "X7 "XO, 05 7XO. 720 "
2X8 SMB: 2 "X8 "XO, 072 "XO. 124 "
OPEN BACK SECTIONS
2X9 SMB: 2 "X 10 "XO. 092 "X 0. 398
1 X2: 1: X2 "X0. 040 "
I X3: I "X2 "XO, 045 "
SNAP SECTIONS
ALUMINUM MEMBERS SHALL BE
2X2 Snap: 2"x2"x0,045"
NOT LESS THA T 0.040 INCHES
2x3 Snap: 2"x3"xO.050
(I mm) THICK — FBC 2020
2x4 Snap: 2"x4"x0,045"
7TH EDITION 2002.3.1 BUILDING
WIND PRESSURES.
FROM TABLE 2002.4 FBC
EXPOSURE B.
HORIZONTAL (WINDWARD)
27PSF
HORIZONTAL (LEEWARD)
21PSF
VERTICAL (SCREEN SURFACE)
8PSF
VERTICAL (SOLID SURFACE)
23PSF
EXPOSURE
HORIZONTAL (WINDWARD)
38PSF
HORIZONTAL (LEEWARD)
29PSF
VERTICAL (SCREEN SURFACE)
I IPSF
VERTICAL (SOLID SURFACE)
32PSF
118- PLATE \(941 0 X 314 SMS
ON 4 E
P-XI18- ANGLE W/ - #10 g 314' EACH FAIE\
for Each Load Bearing
Connection
MIN 4' SLAB 2500 PSI
CONC wlf7BERMESH
-USSET DIMENSIONS 1/8-
SIDE VIEW
EXTERNAL GUSSET DETAIL
SCALE N.TS.
(2)-110"X 2' SCREWS -
THRU EXTRUSION
- SELF -MATING
2' WDE EXTRUDED
-RECEIVING CHANNEL
GUTTER BRACE AT
WI(2)#10x 314-
EACH REAM
INTO EACH FACE
WI(2)-f8 X 314"-
- I" x 2' O.&BASE PLATE
jNr
•
I- X 2" BASE PLA
24,
NCHORED CONC.
114- X 2 114-
7APCONS MAX 24'
FRON T VIEW
2- X l" OR LARGER UPRIGHT TO DECK DE TA IL S
- CORNERpi F9_1
1/8- S.S. CABLE
N
SLAB MIN-.
A** . * ,
2X
INILKNAL C;US'.S'Ll ULIAIL
SCALE N. T. S. ff
(I)-JIO X 2-
SCREW 24' O.C.
N
BEAM I I PURLIN
2X3 � I I I 2X3
"JWNG CHA
CHANNEL
—1
RECEIVING CHANNEL
F2
flOX314' INTO
EACH SIDE & (3�—
W12 #IOX314- INTO
314 - INTO 2 X 3
GIRT EACH SIDE & (3,
SELF -MATING BEAM #I OX314- INTO 2 X 3
- NOTCH FOR UPRIGHT
wIMIN 314 - O.C. /I OX31.1
(2)-#10- X 2- SCREWS—
THRU EXTRUSION
2' WDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
WI(2)-#3 X 314'-
I
N
UPRIGHT
SCALE N. T S.
(3) 12X4- S.M.S.KITH
(I)-#10 X 2-
SCREW 24" O.C. IOX3' S.M.S.THRU FASCIA OR WASHER, PER PANEL
2" TAPCONS INTO LOAD BEARING COMPOSITE TE
WALL
24' ON CENTER I ROOF PANELS
\\—NUMBER OF SCREWS
#1 OX314 - INTO PATTERN TO VARY NUMBER OF SCREWS
PATTERN TO VARY
RECEIVING CHANNEL SCREWS TO MAINTAIN 1-114- CIC #ICIX314- INTO SCREWS TO MAINTAIN 1-114- CAC
RECDONG CHANNEL
,UTTER BRACE & MATING EL EMEN T A T TA CHMEN T DETAIL GUTTER BRACE & ANGLED FASCIA BOARD
SCALE N.T — I A TTA CHMEN T DETAIL
-AM SIZE x 4" GUSSET t18' THICK
314
IEK & 2" DC
SCALE N.T.S. 17 0
SCREEN —
OVERLAP BEAM ONTO COLUMN
FASTEN WITH 410 x 314 7FKS
2XW
0 31, - 0. C. A PPL Y MAX NO. OF
SCREWS STAGGARD ON EACH SIDE
(OR EQUIVALENT)
RECEIVING CHANNEL
W1 2 #IOX314- INTO
BEAM
UPRIGHT
EACH FACE & (3)
9vl OX314 -INTO BEAM
5]
2,5000 PSI CONC PURLIN OR GIRT TO BEAM OR POST DETAIL BEAM UPRIGHT CONNECTION
NC
(2) 114 X 2 114 WM SCALE N. TS� SCALE N, T. S. WW OR FIBERM:ESH _j
TAPC0AfS
CABLE CONNECTIONS AT FOUNDATION
IL N
CON IRA C TOR RAM GOEL, P.E.(#47431) PROJECT ADDRESS
TRA0EW7NDS SCREENS SONEY FM LLC, CA#9746 USA FERRICK
28753 TAVIRA CT CORY LAKE PROFESSIONAL CENTER 7697 SAIL CLOVER LN
WESLEY CHAPEL, FL 33543 10329 CROSS CREEK BLVD. STE P ZEPHYPHILLS, FL
BIJ-816-0480 TAMPA, FL 33647 PASCO COUNTY
#CGC1529039 Ph.# 715-781-1822
rg
FRONT VIEW
0
0 - 0
o
3t 'XV 'K 1 1 -9114 - X 125 U - CL IP
(7d- VARIES .. 4- SHOWN)
(4) #lOx3l,' EA. SIDE
MIN (2) CONCRETE ANCHOR
BOLTS WIMIN I!/,- EMBEDMENT
N
1.2 BASE PLATE
ATTACHED TO DECK WTH
CONCRETE ANCHORS MIN
6" FROM UPRIGHT AND
MAX 24" O.C.
30 VIE
I OX314 - S. M. S.
10' on center top and bottom
WOMIM
FL. PRODUCT APPROVAL FL7561-R6 EXP. 113112025
SCALE N. T. S
PMT
am n //a A S W11 o""ONAL <2) 114'1. - 1/�l
TAPONS PER �T
GRADE
'WWI (1) 0 CONT. LAP
CONT. 8- WOE x 8' DEEP
CONWMnONAL CONC. F007ER
SPLICES MIN 25' & 77E
W1 WRE. TYP. @ PERIMETER
POST FOOTER DETAIL
SCALE N. TS, mi
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 FB,C, RESIDENTIAL 77H EDITION
---------------- -7
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CA#97746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. STE P
TAMPA, FL 33647 A-2
Ph.# 715-781-1822 DETAILS
JXj" or 4X4'
COL UYN
3 1/8-XI 112- X 1/8-
WI(2) 1/3- DIAM,
TAPCONS OR EQUtV.
POST 01S T W (2) 7/4" DIA M.
12' THRU BOL TS FOR 3X3
OR 4 112 " - THRU BOLTS FOR
OR 4-# 14x314' SMS
EA. WE
JXJ OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT
,t-lr,r F,oDg'N,'y's",,L-' 7
1 —1-0 CONTINUOUS AT TOP
JS DOYRELED 0 46- D.C.
CONT. 18' WDE x 12' DEEP
CONPEIV77ONAL CONC, FOOTE
W1 (2) #5 CONT. LAP
'2 GRADE �Mj *-
IN "a.. SPLICES MiM 25" & TIE
EPTH W1 WRE. TIP. 0 PERIMETER
12
MONOLITHIC CONCRETE
STEMWALL DETAIL
SCALE M Ts,
mm
a - #10,c314- ON EA SIDE
OF REM14NG CHANNEL
TRUSS TO GUTTER DETAIL [21
SCALE N, T. S.
CON IRA C TOR
TRADEWINDS SCREENS
28753 TAVIRA CT
WESLEY CHAPEL, FL 33543
813-816-0480
JCGC152.9039
(2) 114 - DIAM, BY 3 112 - THRU BOLTS
IOX314" SM.S.?C-
O.0 INTO (LITTER
ALSO INTO
CARRY REAM
gi NO, OF SCREWS
PATTERN TO VARY
SCREWS TO MAINTAIN
1 114 - CIC
F, j
COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM
114 `0 x 2' - 112
_111Y ANCHOR
IF WOOD SUBSTITUTE
#10 x # SMS 6" FROM
TOP & BOTTOM 0 24' 0. C,
1',y2" OPEN BACK
'x2" OPEN BACK
OPEN BACK TO HOST
STRUCTURE DETAIL F771
SCALE N. T S,
.045 RECEIWNG CHANNEL
W12 #70 SMS TOP & BOTTOM
- .- ...- 1 .11 C11w
DIAGONAL MD BRACE TO BEAM CONNECTION
RAM GOEL, P.E.(#47437)
SONEY FM LLC, CA#9746 *00, "a
CORY LAKE PROFESSIONAL CENTER Matwial 6063-T Aluminum
10329 CROSS CREEK 8L VD. STE P Main Frames I" . 2' x Zas" all thickness; hofloor senates gwr"Ucwrs
TAMPA, FL 33647 PuaBar I". 3'x,038" wall thickneas; Mth seas .t.990-Lo add strength for closure installad.
Ph.# 715-781-1822 ykk Bar I' InAl-, �.u,ww,,
Kick Plate (Coil} G24'; Thid,, i.stalled vmh white or bmnst oalyprolveiene snap in vinyl
PROJECT ADDRESS
LISA FERRICK
7697 SAIL CLOVER LN
ZEPHYRHILLS, FL
PASCO COUNTY
ish Color W fte, bronze, clear ancefized, ivoir} adabe (day;
H,nd,Stu tiara hardware ks#s, avada{~ie an v,n,te, bronze, s,aser, adczbe ;clap), and svcry
-
Available 18114 Charcoal or Say
Available Z-bar ; hiaif-Z, Full-Z, and full-Z Weather Stiur, (Standard with 3 hinges)
minal: 3/3- 6/8 Actual: 35-5/8" . 79-1/2
Stamard :.minal; 2/8 - 6/8 Actual: 31-5/8" x 70-1/2
Nominal: 2/6 x 6/8 Actual: 29-5/K. 794/2
r-t- . ....
(3) IOX314- S.M.S.1OX3, S.M.S. THRU PER PAN
FASCIA INTO
RAFTER TAILS ROOF PANELS
24' ON CENTER I
1 OX314 - S. M. a
3 PER PAN
PAN ROOF HEADER TO FASCIA ATTACHMENT
AND PAN ROOF TO LOAD —BEARING WALL
FL. PRODUCT APPROVAL FL10778—R5 EXP IV4Z2022
SCALE N. T. S.
#10x314 INTO
RECEIVING (2) 114- DIAM. BY
CHANNEL 4 112" THRU BOLTS
4X4'L--
OR 4-# 14x314- SMS
COLUMN
1 114 ® 01C SIDE
—EA,
FRONT
VIEW
90E
VIEW
NO OF SCREWS 4X4'
0 f 0 PATTERN TO VARY COLUMN
SCREWS TO MAINTAIN
1 114" C/C SUPER
GUTTER
COLUMN
3'
MPOSITE
0 1900,
ROOF
6- i 0,314
SMS PER 4' PANEL
CONNECT77ON
CABLE ROOF RIDGE INSTALLATION
SCALE N. I. S.
IOX4" WITH
NED WASHER
3'COMPOSI TE
— 3x2
-4-4�
18" — )3x2 '�2 'C
7' O.C.
1-4 - l0xJ14
SMS PER
CONNECTRON
A L____j
BEAM TO 4X4 COLUMN V_9� KNEE WALL OF -TAIL A! -- GUTTER
—
SCALE N. TS, F2Q CrAl r At re
2-XlrXI18- ANGLE W/
(2)-,-10 x 314" EACH FACE
SELF -MATING
Req. foi- Each Load Reoridg_\
Post Connection
RECEI VINO CHANNEL
WI(2)#1 Ox 314
WTO EACH FACE
MIN 4' SLAB 2500 PS?
CONC w/nBERMESH
—1' x 2" OB.BASE PLATE
PAVERS
J'
a,
IN
SIDE VIEW
24"
O.C. MAX
21
PA VERS
114' x 5" TAPCONS -��
I" X 2" BASE PLATE
ANCHORED CONC.
114X 2 114-
TAPCONS MAX 24"
FRONT VIEW
2" X 4" OR LARGER UPRIGHT TO DECK WIPAVERS DETAILS
SCALE M TSv
HOUSE WALL : EITHER STUCCO/BLOCK
OR WOODFRAME
114 x 2 114 TAPCONS
TO MAINTAIN 2' O.C.
FOR sTuccolaCCK
OR
#10 x 2' SCREWS I' O.C.
FOR WOOD
NUMBER OF SCREWS
PATTERN TO VARY
SCREWS TO MAINTAIN 1-114- CIC
HOUSE WALL & MATING ELEMENT ATTACHMENT nFT.411
SCALE N. I. S. V21
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 FB.C. RESIDENTIAL I 7TH EDTION
`H
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) RAM COEL, P.E(#474 3�1� fff
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. STE P [A
TAMPA, FL 33647
Ph.# 715-781-7822 DETAILS