HomeMy WebLinkAbout21-2553Name: MICHAEL & PATRICA STANLEY
Address: 6976 Silverado Ranch Blvd
ZEPHYRHILLS, FL 33541
Phone: (813) 385-2566
• BAR-002563-2021
Issue Date: 08/24/2021
Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Building Valuation: $9,180.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $9,183.00
Total Fees: $128.85
Amount Paid: $128,85
Date Paid: 8/24/2021 11:55:1 1AM
:11111 1111FIT Willillill I Jill III III
6976 Silverado Ranch Boulevard
Contractor: J & J ALUMINUM AND
RESCREENING INC
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
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The pfopossd supported needs by the following:
4 1
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L, 4 1. Th. slob will be . 4' minimum 3000 PSI
mt. with 6.5-10/10 WWM OR EQUIVALENT
FIBER,
M 2. A 12' wide by 12* deep continuous footing
minimum 3000 M concrete around the
pe,imetef.
3
(1) - 15 steel hb., needs to be placed with
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3' Frjm.m coverIneide the footing along the
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4.
perimeter of the Pti..
At -itinq le.11ding/p.6. f—d.tion (1) - 12-
d.w.1 In to be embedded a minimum of 6' with
'
b
of nneed to be minimum of 25",
L'ZTcorners
Th. slob design raciume mente b�. in
y accordance with the faquirsmsnts of the 2020
Z, Florida Building Code 7th/ Edition.
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STANLEY, MICHAEL
I 1.5T .�UL SITE
Co ARNaEmW S SPLAN cAC 6976 SILVERADO RANCH BLVD
IX
M �Kom —1 ZEPHYRHILLS, FL 33541
CREMES. lv'1111-1- 11 , MO. 61286 cAc' WaCAa
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=ELECTRICAL
=PLUMBING — -----------
=MECHANICAL
=GAS ROOFING
FINISHED FLOOR ELEVATIONS
AMP SERVICE PROGRESS ENERGY W.R.E.P,-
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES
(2
NO
u� etc
Address
d
License#
ELECTRICIAN
COMPANY
SIGNATURE
REGISTERED
YIN
FEE CURREN Y N
Address
License #
PLUMBER
COMPANY
SIGNATURE
REGISTERED
YIN
FEE --C U R- R-- -E —N
Address
License #E
MECHANICAL
COMPANY
SIGNATURE
REGISTERED
YIN
FEE F�EECIRR`FEN Y/N
Address
License #
OTHER
COMPANY
SIGNATURE
REGISTERED
YIN
FEE CURREN LILN
Address
License #
[ I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
813-780-0020 City of ZephvrhiUs Permit Application Fa:-813-700-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed^restrictions" whinh may be more restrictive
than 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 requiredbylaw, 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 licensingrequirements
may apply for the intended work, they are advised tocontact the Pasco County Building Inspection Division —Licensing Section at 727-847- 80M
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions wfthe "contractor Block" ofthiv
application for which they will heresponsible. |fyou, aathe owner sign as the contractor, that may beanindication that hoionot properly licensed and |w
not entitled tnpermitting privileges inPasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact F and Recourse Recovery Fees may applyt the construction of new buildings, h of use in existing buildings,
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 permifting. 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 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 ofEnvironmental Protection -Cypress Beyhagda. Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management Oisthct-VVeUs, Cypress Beyheeds, Wetland Anaos, Altering
Watercourses.
- Army Corps ofEnginmnns-Geewa||o.Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health UnMt-VVe||s, VVacJevvotmr Treatment,
Septic Tanks.
- UGEnvironmental PnntectionAgency-Asbestos abatement.
- Federal Aviation Authority- Runways,
| understand that the following restrictions apply mthe use of fill:
- Use offill isnot allowed inFlood Zone ^V^unless expressly permitted.
- If the fi|| material in to be used in Flood Zone ''A'', it is understood that m drainage plan addressing e
''connpensating volume" will be submitted at time of permitting which is prepared by professional engineer
licensed bythe State ofFlorida.
- |fthe fill material is to be used in Flood Zone ''A" in connection with o permitted building using stem wall
construction. | certify that fill will be used only to fill the area within the stem wall.
- If fill rnatehe| is to be used in any area, | certify that use of such fi|| will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent pnoperties, 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 byfill, anengineered drainage plan iarequired.
|f|omthe 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. | understand that oseparate permit may be required«x |mcth | 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
Subscribed and sworn to (or affirmed) before me this Subscribed and swor i
by b
Who is/are personally known to me or has/have produced Who islare persona� 1,
as identification.
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Notary Public
Commission Expires 09/0912024
Commission No. No
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APPLICABLE CODE:
7TH EDITION, 2020 FBC, BUILDING CODE, CHAPTER 16,
SECTION 1609 & THE 7H-I EDITION, 2020 FBC,
RESIDENTIAL CODE, SECTION R301
WIND DESIGN STRUCTURAL DESIGN CRITERIA:
ULTIMATE WIND SPEED (3 SECOND GUST) - 130 MPH
BUILDING EXPOSURE - B
BUILDING IMPORTANCE FACTOR - 1.0
MEAN HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0
RISK CATEGORY = I
0
I IIEREBY CERTIFY THAT THESE
DESIGNED FOR AN ULTIMATE
ACCORDA CE WITH THE ST C
OF THE, SEDITION, 202VBC, I
,
CHAPTER I a SECTION I¢�9 & TH
RESIDENTIAL. CODE Ste' i ION R3
VE BEEN
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OPT. 1-GIRT ATTACHED
W/4-#1OX1-1/2" S.M.S.
THROUGH SCREW BOSSES
OPT. 2-INTERNAL CLIP
W/2-lOX3/4" TEK
SCREWS INTO POST ANC
1-IOX3/4" TEK SCREWS -
EACH THROUGH FACE
AND BACK OF GIRT
s •
OR +
INTO SCREW BOSSES OF
51
OPT. 3-REC. CHANNEL CLIP
W/4-10X3/4" TEK SCREWS
INTO POST W/2-10-3/4"
TEK SCREWS TOP AND
BOTTOM INTO GIRT
�h71
'hill
10fin
■ SACS TOE SCREWED
'
BASSCREWED ON
i AND/OR ER! M i , 1'
TEK M'+
KID BOTH mmem
ROOF BRACE W/FLATBAR
AND/OR i ATTACHMENT
BEAM TO POST
S.M.B. BEAMS AND/OR
UPRIGHTS TO BE STITCHED
0 24' ON CENTER
#1OX1-1/2" S.M.S. AT 6"
FROM EACH END AND
SPACED 0 24" ON y
CENTER PyV�O
S
3-#1OX2"'' 00
00
2-# oxl-1/2'/' OQ
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'-2X4-4-#10X3/4" TEK SCREWS
2X5-6-#IOX3/4" TEK SCREWS
2X6-6-#IOX3/4" TEK SCREWS
2X7-8-#10X3/4" TEK SCREWS
2X8-8-#10X3/4" TEK SCREWS
2X9-9-#1OX3/4" TEK SCREWS
2X1O-10-#12X3/4" TEK SCREWS
1•URLIN T POST/HIP PLATE
2-#1OX4" S.M.S THROUGH
EAVE RAIL INTO PURUN
SCREW BOSSES .
#10X1-1/2" S.M.S''
SPACED 0 24"
O.C. MAX /-�
4-#10X1-1/2" S.M.S THROUGH`
1X2 INTO SCREW BOSSES FOR
PA'no OR 2-#10X1-1/2" S.M.S
EACH SIDE FOR S.M.B.
1 �2 ALUM. UPRIGHT ATTACH TO
OST STRUCTURE WITH 91OX3" LAG
SCREWS OR
s'1 Y'4 %'w ♦ N11+
GRADE
IN I
OPT, 1
OPT. 2
1-1/2"X2-1/8"X2"
4-#10X2" S.M.S INTO
REC. CHANNEL CLIP
INTERNAL SCREW
W/2-#10X3/4" TEK
BOSSES FOR PURUN
SCREWS EACH SIDE.
•' iris
c • - O INTO
SCREWS s POST INTERNAL SCREW
BOSSESOR BEAM
Moro
S ill III �
t-
s
m
Ir
n.
m
x
cV
PURUN TO BE NOTCHED
FOR UPRIGHT
6-#1OX3/4" TEK SCREWS
W/ 3/4" SPACING
2"X6"X.125" FLATBAR
CUT TO ANGLE OF PURUN
0.125" CORNER
PLATE UTILIZING
Z(g) #12x%' TEK
/ SCREWS
5/16- EYES BOLT
WELDEDCLOSED-
W/
DOUBLE NUTS'►
1/8" STAINLESS
STEEL CABLE--
45
/ 2—NICRO PRESSES TO SECURE
CABLE LOOP ATTACH TO CONC.
----- W/ 3/8" DIA. TAPCON W/ 4"
EMBEDMENT INTO CONCRETE
I HEREBY CERTIFY FIFY THAT THESE PLANS HAVE BEEN
DESIGNED FORA UI TIMA7 E WINDS FED OF 130 MPH IN
ACCORDANC III TI E Si Tz -f'��,'2020
OF THE 7I` :DITION 2C' R�, BUIL C
CHAPTE 16, SECTIOT 609 & THE EDIT
H. ROBERTS, P.E. 4 42712
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MAXIMUM ANGLE 39' FOR
MANSARD 45' FOR, GABLE
SPLICE PLATE
pq.s. •' t
2 SCREWS ALONG CENTER LINE OF
PLATE EVENLY SPACED
4 S.M.S TYP
r .f � �r r •.. H rf`. r' 'fr f �.i • r
Mimi
l��
I SIDEPER
PLATE
SPACING
-
i
SPACING
—
F-
I} #.
i
•
*4
•
• ` s
1 " X 2" OPEN BACK ATTACHED
TO FRONT POST W/ #10 X 1-1/2"
S.M.S. MAX. 6" FROM EACH ENG
POST AND 24" O.C.
ALTERNATE CONNECTION:
(2) #10 X 1-1/2" S.M.S.
THROUGH SPLINE GROOVES
SIDE WALL HEADER
ATTACHED TO 1" X 2" OPEN
BACK W/ MIN. (2) #10 X 1-1/2"
S.M.S.
FRONT WALL GIRT
11
11
Ix2 BOTTOM PLATE—
1 /4"O TAPCONS SHALL PASS
THRU Ix2 BOTTOM PLATE —
AND EMBED A MIN. OF 1-1/4"
INTO CONCRETE FOOTER.
(SPACED @ 24" O.C. MAX)
1-1/4"
(MIN) ,
� `t t r • f r
NOTE:
120/130 MPH WIND SPEEDS 1/4" O
TAPCONS TO BE UTILIZED
140 (-) MPH WIND SPEEDS 3/8"0
TAPCONS TO BE UTILIZED
ANGLE MAY BE ATTACHED TO SIDE OF
UPRIGHT ON TOP OF Ix2 BOTTOM PLATE
_-2x4 OR LARGER ALUM. UPRIGHT
2x2xl/8" ANGLE
FMIN. OF (2) # lOx3/4" TEK INTO
,-2x2xl/8" ANGLE INTO UPRIGHT.
(BOTH SIDES OF UPRIGIIT)
TAPCON SHALL PASS THRU 2x2xl/8"
ANGLE INTO AND THRU PAVERS AND
EMBED A MIN. OF 3" INTO THE
CONCRETE FOOTER (SEE NOTE; ABOVE
FOR DIAMETER SIZE)
I PAVER DECK
d
3"
DETAIL TO PAVER DECK
SCALE: N.T.S.
FOOTER
Ix2 ALUM.
_
UPRIGHT
20 ALUM_
(2) #IOxY"O TER SCREWS THRU
UPRIGHT
2"x2"xX" ANGLE INTO UPRIGHT
(2) %a"O TAPCONS THRU ANGLE
(I)y"O TAPCONS
AND BOTTOM PLATE&
THRU ix2 BOTTOM
EMBEDDED A MINIMUM OF Y
PLATE & EMBEDDED
INTO CONCRETE TOOTER
MINIMUM OF 3" INTO
CONCRETE FOOTER
2"X2"X 1/8" ANGLE I x2 BOTTOM
PLATE
t d O
2,500psi (MIN)
4 CONCRETE
SLAB/FOOTER
A" aJA
6+ d AOAd
TYP. CORNER
SIDE WALL GIRT ATTACHED
TO1"X2"OPEN BACK W/
CONNECTION DETAIL
MIN. (3) #10 X 1-1/2" S.M.S. IN
SCREW BOSSES
I HEREBY CERTIFY THATTHESE CLANS HAVE BEEN
DESIGNED FOR AN I.JL CIMATE WITID SPEED OF 130 MPH IN
ACCORDANCE WITH THE STRUCTURAL, REQUIREMENTS
OFEDITION, 2021�81�[ DINGc.ODE��
r
CH ER 16; S�3CTION 3 r'iE 7"C IFI'yt$d 2 BCj
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stun �r-
3
CA
d
#lOX2" S.M.S
G 1/4" X 2-1/4"
d TAPCON —a
a
Q4
4-#10 X 2" S.M.S
THRU 1X2 INTO SCREW
BOSSES OF POST
OR REC. CHANNEL W-4
10 X 3/4" TEK
SCREWS INTO CLIP
THRU 1X2 AND
4-10 X 3/4" TEK
SCREWS THRU
CUP INTO CHAIR RAIL
OR POST.
1X2 O BASE, HEADER AND
SIDES TO BE CONNECTED
TO CONCRETE W/ 1/4" X
2-1/4' TAPCONS WITHIN
3" FROM CORNERS, POSTS
AND 24' ON CENTER IN
BETWEEN.
i A
s
CONCRETE CONNECTION
W/ CHAIR RAIL
4
1
2X2 CHAIR RAIL
OPT. 2X4.050
CHAIR RAIL
1-1/2'X2-1/8'X2'
REC. CHANNEL CUP
4-#10X3/4" TEK
W/2-#10X3/4" TEK
SCREWS INTO POST
SCREWS EACH SIDE.
OR BEAM
(4) 3/8' LAG SCREWS O 1-1/2" SPACING
O EACH GUTTER BRACKET & (1) 12. O.C.
MAX MIN EMBEDMENT SHALL BE 2"
`j\ EXISTING HOST STRUCTURE
1x2 x .044 or 20 x .044
=
X d
N D
X 4
X
N
2x2 X .044
2x2 x .044
=
d X
:3 N
O X
X
N
1 x2 x .044
DOD- LOCATION MAY BE CENTERED BETWEEN UPRIGHTS OR ATTACHED TO
DOOR MAY BE LOCATED OFF CONCRETE COLUMN/WALL.
DOOR ► BE CONNECTED TO•NCRETE W/ 1/4- X 4- TAPCONS SPACED 0 ON
DOOR HINGES TO BE LOCATED S"-8* FROM TOP OR BOTTOM W/#lOX3/4-
DOOZ-ALAY SITUG LEFT OR RIGHT AND INWARD OR OUTWARD.
(1) 3/8" LAG SCREW O
24 O.C. EMBEDMENT
SHALL BE 2" MIN. SEE
DRAWING FOR LOCATION
1 X2 BASE TO CONCRETE (2) # FASTENED WITH
TO
(2} #tOX2 SEAS tNTO
CONNECTION SCREW BOSSES
2'X2"X1/16' (MIN} SUPER GUTTER (5" OR 7`)
RECEIVING CHANNEL
(4'MIN LENGTH)
(4) #12X3/4• SMS (TYP. EACH S NOTE GUTTER M ONLY
REQUIRES
% LAGS
(8) .#12X3/4- SMS (INTO GUTTER)
NOTES:
1. A 7" SUPER GUTTER MAY BE USED PROVIDED A GUTTER BRACKET LENGTH
IS INCREASED 2' IN LENGTH
2, THE HOST STRUCTURES SHALL HAVE AT LEAST A 2"X4" FASCIA AND ROOF
TRUSS SYSTEM. CONTRACTOR SHALL VERIFY THIS AND IF SMALLER
CONTRACTOR SHALL BRING STRUCTURE UP TO A 2'X4' FASCIA AND ENSURE
LESS THAN 2'-0" OVERHANG.
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE: NTS
l'X5" OR 7'XS' WIDTH EXTRUDED GUTTER
BRACKET (THICKNESS OF LEG O LAG
SCREW SHALL BE 0.125' MIN. LONG LEG
LEG SHALL BE .072- MIN.) O EACH BEAM
W/(4) /10X3/4 SMS 1" SPA. INTO
- #10X3/4" TEK GUTTER UP
a
® 1/4"0 TAPCON
W/ 3" (MIN)
G EMBEDMENT INTO BEAM
CONC. FOOTER
BEAM T4 GUTTER DETAIL
1-#1GX3/4' O EACH
1-2'X.A50" GUTTER ENO W/1-#iOX3' S.M.S
STRAP O EACH BEAM O CENTER
SPACED -EACH BEAM
Amm-
5
WITH ONE
D «Er
112-#IOX2*
zx6
Sin$
OPTIONAL 1X2 ANGLE FOR \1-1/2"X2-1/8" REC. CHANNEL
SLANTED FASCIA FASTENED W/4-flOX3/4" TEK SCREWS
TO GUTTER W/10X3/4" TEK
SCREWS EVERY 16"
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
DESIGNED FOR AN ULTIMATE 1,VIND SPEED OF 130 MPH IN
ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS
OF THE 7TH DITION 2020 F BC BUILDNING CODE,
CHAPT 16, SECTION IEO9 � THE: 7TH EDtTK7N, 2020 FBC,
RESI NTIA1. CODE SECTViN RsOI , - -/' —
lMIKI
0
ELITE ALUMINUM CORPORATION 3"x0.024x1-LB
EPS PANELS OR EQUIVALENT ATTACHED W/
1 /4"0 x 4-1 /2" LONG CORROSION RESISTANT
METAL SCREWS 1-I/2"0 FENDER WASHERS. (5)
PER PANEL TO ALL BEAMS. FPA# 7561.1
CARRY BEAM —�
3"x3"x0.093" OR [�(2) 3-1/2"x3B"
3"x3"x0125" THRU BOLTS
ALUM POST
—N—
CARRY BEAM TO POST
ATTACHMENT DETAIL
SCALE: N.T.S.
FASTEN 3" REC.
CHANNEL TO PANELS
kEB
X3/4" EVERY 8"
5 PER 4'
P AND
EXIST. HOMEOF CHANNEL
ROOF
OVERHANGFASCIAOOF PANEL
EL TO FASCIA
W/(1)#IOX2" EVERY 12" O.C.
IF INTO BLOCK WALL, ATTACH W/
2r„ (I) # 12X2" TAPCON EVERY 12" O.C.
U
NOTE: THIS DETAIL IS N/A FOR ANY
MOBILE HOME & 4TH WALL MUST BE -
CONSTRUCTED ACCORDING TO F.B.C.
(4) 1/4" DIA_ LTD CONCRETE
SCREWS W/3" (MIN) EMBED_
(MIN EDGE DISTANCE =3") PER
OUTER FLANGE
•
TOP VIEW
(2) 3/9-0 MACHINE BOLTS
W/ WASHERS OR (4) #140/4"
S M.S EA_ SIDE AL
(4)U4"0 TAPCONS OR
EQULVAL,ENT W/ 3" (MIN)
EMBEDMENT INTO
CONCRETE/WOODEN
DECK (MIN EDGE
DISTANCE = 3") PER
OUTERFLANGE.
ilk nom
MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE
FOOTING SHALL BE3" (MIN) AT ALL POST LOCATIONS_ ALL
SCREW LENGTHS AT POST CONNECTIONS SHALL BE OF
SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO
CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT_
MINUM SQUARE COLUMN
2"X2"X0.125" ANGLE EXTERNAL OR
EQUIVALENT POST BASE
OPT, 42. FOR INTERNAL FASTENING (4)-3/8"0
CONCRETE SCREW WITH3"(MIN) EMBEDMENT
(MIN EDGE DISTANCE = 3" MIN_ SPACING 2")
TOP VIEW NEW 4" THICK PSI
(MIN) CONCRETE 2.500
SLAB
POSTPOST CONNECTION DETAIL ORWOODEN DECK
SCALE_NTS
ELITE ALUMINUM CORPORATION
3"xO.024x I -LB EPS PANELS OR
EQUIVALENT ATTACHED W/ 1 /4" O x 4-1 /2"
LONG CORROSION RESISTANT METAL POINT OF ATTACHMENT
SCREWS 1-1/2"0 FENDER WASHERS. (5) PER OR NEXT SUPPORT BEAM
PANEL, TO ALL BEAMS. FLORIDA PRODUCT
APPROVAL # 7561.1 \ COMPOSITE PANEL SPANS
WHEN EXCEEDING APPROVED SPAN
CONTRACTOR IS TO INSTALL A CONT.
HEADER MIN SPAN. HEADER IS TO BE
THE SAME SIZE AS OUTSIDE BEARING
WALL HEADER.
Io'-to"
3"X.024"XI-LB COMPOSITE PANELS
16'-3"
3"X.032"XI-LB COMPOSITE PANELS
5'-9"
4"X 024"XI-LB COMPOSITE PANELS
MIN. SLOPE FOR PANELS = 1/4" PER FOOT
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
DESIGNED FOR AN ULTIMATE WIND SPEED OF 130 MPH IN
ACCORDANCE WITH THE STRUCTT[ TEAL REQUIREMENTS
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