HomeMy WebLinkAbout23-6102treet S
5335 Eighth Street
Zephyrhills, FL 33542
s Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-006102-2023
Issue Date: 05/16/2023
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 reinspoction, 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.
JAVII UJIM-11 --IT X. Tam
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA TOR IGNATURE ONTRA TOR IGNATURE PE IT OFFICE
P I SI
PERMIT E PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
irk
813-780-0020 F21 3710 0021
City of Zephyrhills Permit Applicatio
%'Ry I z`�u IIyIII"Ib r
Building Department
Date Received It t I Phone Contact for Permittin
aI 1V 16144 ST f)ID,,
a
Owner's Name /"W L Own hone Num
Owner's Address CIA I Own r Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NIWCONITR[] ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK XcnoIii
BUILDING SIZE C SO FOOTAGE 0 HEIGHT
=BUILDING
=ELECTRICAL
=PLUMBING
=MECHANICAL
=GAS
ROOFING
FINISHED FLOOR ELEVATIONS
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY
VALUATION OF MECHANICAL INSTALLATION k-1100
SPECIALTY = OTHER
FLOOD ZONE AREA =YES
W.R.E.C.
o b
el
BUILDER COMPANY
SIGNATURE REGISTERED
Address
ELECTRICIAN COMPANY
SIGNATURE�������.�� REGISTERED Y/N FEE CURREN Y/N
Address License #
PLUMBER COMPANY E
SIGNATURE REGISTERED YIN FEE CURR=EN�;;=
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
, A-11
Address License #E=====
OTHER COMPANY lAw7c 79 zoo Ize-11 4"
SIGNATURE REGISTERED ggY / jN��FEE CURREN Y �/N
Address License #E���
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 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 onste, 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. (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 contractors) 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 8M7 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'S/OWNER'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 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/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 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.
FLORIDA JURAT (F.S��7,,03) I
OWNER OR AGENT
Su sor d sworn to (or affi ad) before me this
00.11 �Ilarl(
Who is/ar;F_ l known tome or has/have produced
as identification.
Notary Public
Commission No
Sab crib d and sworn to (or off need) before me this
ve produced......." .
Notary Public
Commission No.
Name of Notary typed, printed or stamped Warns of Notary -typed, printed or stamped
t k
gSCMr00ftLOTt `, BLOCK 3.ASSIOTT SOLIARE PK46f 1A
®Cffi MXNG TO THE PLAT THERECIF, RECORDED €N PLAT BOOK 6%
t,GEIS$20,35.OF THE PU LC RECORDS OF P,ASCOCOUNTY
GRIDA
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o SITE: PLAN Pnrpiwed for mid Ceet& d T,w:
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art SG#
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24 SOY F'T.
'ROPOSED
AfNIMUMt FLOOR ELEVATIONS;
IVING AREA: 96,27'
aARAGE AREA
tEVAt'IONS REFERENCED TO
JORTH AMERICAN VERTICAL
3ATUM OF 1988
SURVEY A3BREVATIONS
fTE PLAN
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CURVE DATA JPJ
SEC, 4, l WIP, 26 S, RNG e
PASCO COUNTY, FLORII
(ABBOTT SQUARE)
40-
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cOTGRAO#NGTYsrE-A Paca ;� �DttAtNAGEFLc � ff { O� � �kka� %���
PRt?POSED PAC} EUVAI)ON w 45,60 LK�„ � PRCj! SECt ..E PLAN �� �_. �. �.e,��. uI � "v� r��,. "�, �
FRONT S RACK < 2L E-W 00< fXSTPNCS GRADE
St SEW BACK - J.S m_...,..�.. ,...�...�,�. ..., .. _..,,,,,� ,,.,....
SIDE SET BACK XORNER LO-n ,- t 5'
REAR SEI SACK - IS
APPARENT FLOOD HAZARD ZONE `AUSFE- 19, T Ci7MMUML TY NO 12023.S
# AP NUMBER # 210 LC 02L9*fl F, FFECTVE DATE 09, 26, ZO14
b- 'i lit+ M krLAPk.,''1x. Auf €#.bkk"AN €-cs Apmw NT C ooe' c:t
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d K(.No, krA.A N` swlx'. ".4»K+s> wta'€ ?k` P"A
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C '. 114 ON'KwY CYO* Q14eeTARF L tKIN'trw ..9""e,? Tff
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T. r a 4e ,Keay+s #6z' f�J'k i�^ttT'?ntfl�' m—"At e- :'Ak3»P&o-. " kftlwE MC
i{ tM553'2 .. T.I Cur tm trt4 mforowbon on the wtjrct prop rrty hod not b,ren Thca cam
w of See Pk-tn frf, i'i'""j1 fwnesrocd to tnarut AMIt L*-,d Si,"ey Xj UC A Ole nnt� c,�'ttaas 'GAS., 14,6L.3�St7E ( SM PLAN
2.) It," , tcn +e'Ifs pr ed ww1out the bmeft of Atak- se seat At
No asstacmarAs of record •otbetU €g ownershp, einvrterxts or
r n-a wfty were 3trrtTVxd to the w0ersAped uhkss othem sse3
's `J
VKkdm hew
tr4 0 .µtl- 3j Romis, wv. o+ , other s� 4,w Iterni shomm here , were Y ert
rtke-d 6y.1 mm from etntmo ing ptrro and ore wbw., to sasvey.
4,1 Thd `E PLAN do a mx refke i nor s§Kerrnsat: owne `shp
I 5,) Th a SITE PtM n wbject to rnkvftems Fh awn on the Pk,,K of
[ 'A830'rT SOUARE PHASE IX
it j.D#TWmorut stlol. htxc .Fre In fees,1td WCWrkV Pon
i tfeerc
7,j Crut'attor mid owntfve to ver {fy at; setbacks, bu'
sxPis,,vd r fweon pov to Any constuc rt s, T
( Rod atzC'}, , � •rsc 0 Pot i.. sSuev U-C of any � SRSIVA
if frc -a a^a#euTrn:atfvn sdzacwt i t Facture tocA'a w wL#f � s LXENSFO
PROPOSED ELEVA NONS AND GRAVING
SHOWN HEREON ARE TAXEN FORM THE
ENGINEERING PLANS OF
'A880TTSOUARE RESIDENTIAL. PREPARE
8Y'WRA' PROV fD BY CLIENT
WAS
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SCREENED ENCLOSURE ENGINEERING DESIGN
AND SPECIFICATIONS FOR PERMIT APPROVAL
JBM&R ENGINEERING, INC.
CAN #7457
PO Box 1566 Vairico, Fl 33595-1566
813,741,2109 (office) 813.655.0061 (fax)
These Standard and Plans meet the 7th Edition (2020) Florida Building Code
Structural Members comply with the following loads:
Horizontal Pressure on Windward Surfaces: 27 lbs1ft2
Horizontal Pressure on Leeward Surfaces: 21 Ibs1ft2
Vertical Pressure on Screen Surfaces: 8 Ibs1ft2
Vertical Pressure on Solid Surfaces: 23 lbsIft2
Primary - 300 lb, Concentrated Load applied vertically downward along any I foot of any
member not occurring simultaneously with wind loads
Secondary - 200 Ibs Concentrated Load applied vertically downward along any 1 foot of
any member not occurring simultaneously with wind loads
*APPIGABLE WIND SPEED ZONE: 140 mph
RISK CATEGORY I - SUNROOM CATEGORY I
Aluminum frame of enclosure within 5'of a swimming pool waterline must be bonded
per the protocol and specifications of the Electrical section of the Florida Building Code
Ralph E. Remmert, P.E. 39610 1-20 11,015
for
Ile 1,20
ARM ALUMINUM
1) All Aluminum shall be 6005-T5 with a minimum wall thickness of 0.046"
Note- Kickplate thickness to be a minimum 0.024".
2) Aluminum shall have an E=10,000 ksi and Fy = 35 ksi
3) Screws shall be self -tapping and conform to ASME BI 8.6.4 specifications.
4) Soil Bearing Capacity Min. 2,000 psf.
21. da we arm" **"Z4 i'w'"# SO"
V11W AS040 14 *01*4 W Acl* tAN) A a
JBM&R Engineering, Inc
Ralph Remmert
POBox 1566 ux.�WIAA" t*t*wS eawow*
Valrico, FI 33595-1566 2023.04.02
X.
813-741-2109 -0-. STATE OF "W. R-'tmr wwt' wm IAW 1W $44 'AP-4
ss 0 R , � 09:06:22 -04'00'
4-
This item has been Electronically Signed and Seated by Ralph Remmert, Florida P.E. #39610 using a SHA-1
Authentication Code, Printed Copies of the Document are not considered Signed and Sealed and the SHA-1
Authentication Code must be verified on any electronic copies,
270
2X3 TOP PLATE (TYP)
C14
x
ELEVATION (�)
2X3 TOP PLATE (TYP)
x
x
04
2X2
2X2
7'-6"
7 —6i-
15'-0"
ELEVATION
2X4 2X4
x
my-liffmia16 �02
3' STRUCTURAL ROOF
15 F1 X 25 FT.
FL21443R4JI2020
3" X OM4 X 1 LB EPS
6
PLAN
2X3 TOP PLATE (TYP)
04
x X x
cl� cl-4
2X2 2X2
X x
C14 C4
2X2 2X2
C14 C> -
X 1 0
C-4 'n I
00
2X2
5--6- 5'-6"
8'-4" 8'-4-
8°-4-
11,-O-
25'-0"
ELEVATION (g)
2X2 X2
04 04
>< X
04 04
2X2
-4
31-0 .
TYPICAL DOOR CONSTRUCTION
LENNAR HOMES LLC
6535 BAR S BAR TRAIL
ZEPHYRHILLS, FL 33607
I- X f DB (SIDE WALL)
' ro SA& x I-W Low 0 2'r QQ
I* X' to
F-2 V.0 t&Ma FROM NODE FAM OF
�: X 2. 08 INTO SCREW SIIJIME OF I-Ilr LONG FO r x r Ili MOLE W/
X I . r 08 (1- DMEDMENT MK) SXS. 0 24� O.C. TYP— - 0
SEE PLAN VIEW BD OW &4M&=I "40 X 2 1/4!
r— ANCHORS 70 FOMATION
t SEE PLAN VIEW IRS SHEET I- x 2- (DO) W/ 1-1/2-
A.
LONG fIO, SX1 0 2e D.O. (TV.)
(ROOF BEWNG WALL) 0 f X r HOLLOW
-- --------
. - P I 1'xr�OW BASE CHANNEL
4'.
FOUNDA gEXTERIOR CORNER DETAIL EXTERIOR CORNER DETAIL
(PARTIAL ELVA7") U.S. (PLAN M.M
2 X 3 X 0.045 PATIO TOP RAIL
4 - #10 TEK X (Per Clip)
This item has been Electronically Signed and Sealed
by Ralph Remmert, Florida P.E. #39610 using a
SHA-1 Authentication Code. Printed Copies of the
..........
Document are not considered Signed and Sealed
. . . . . . . . . . . . . . . . . . and the SHA-1 Authentication Code must be verified
. . .... ... . . . .... . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . on any electronic copies.
wwaa INTO CONCRETE SLAB
OR FOOTERS VIK BM PAVER& PLAN VIEW OF 2X3 CONNECTION DETAIL
mxs
SIDE VIEW OF 2x3 CONNECTION DETAIL
UL
. . . . . . . . . . . . . . . . . . . . . . . . . . .
Zr*xrA ANGLE EACH
................................. ... I-, I �� ................... ..... -I".... .. ---
. ...........
FASTEM
.............
. . . . . . . . . . . . . . . . . . . . .. . . . .... . . . . .
..... . . . . . . . . . . . . . . . . . ...... . . . . . . .
(3) fIOX3/4 SMS
. . .......... . . . . . . . . . . .
..........
4
\-3lrW
NEDGE AHCHKR` OR MANSION BOLT
THRU ANGLE AND BASE CHANNEL INTO CONaRETE SLAB
OR F007M VATH WM MUM
SIDE VIEW OF 2x4 or 2x5 CONNECTION DETAIL
xu
(3) fIW/4 SMS - (4) 3/fW -*BGE ANCHW OR EVANSON BOUT
f-Ag SMS EACH
TO FASTEN =125 ANGLE TO COWMN
1W ANGLE AND SAM CHANNEL INTO CONORM SIM
OR FOCIERS WIN EIRM PAVERS.
A
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.... ........
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. . . . . . . . .. ....
. . . . . . . . . . .
(TYPI)
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(FALOW OR SHM) OR EV ZTG. 2e ae
PLAN VIEW OF 2x4 or 2x5 CONNECTION DETAIL
oppa
BEAM TO BEAM CONNECTION DETAILS
rA�n F
MANSARD OR GABLE CONNECTION
2'.x2.57x .125'x3' RECDVING CHANNEL CLIP ATTACHED
ARM INUM
SPACING BETWEEN SCREWS SHALL NOT BE LESS THAN SHOWN ON THE CHARTS OR DETAILS.
TO HEADER AS SHOWN OR USE 2"x2"x.125"x2' ANGLE
{4 1120/4' SCREWS THRU CUP INTO WALL HEADER
MINIMUM DISTANCE FROM
SCREW TO EDGE OF MEMBERS SHALL NOT BE LESS THAN 0.5'.
(2 #120/4" SMS THRU CLIP INTO BEAM (EACH SIDE) OR
GU THICKNESS MUST
BE TER OR EQUAL TO THICKNESS C OFT IN CHART OR
SHOWNON
DETAIL
2 112x3/4- SCREW THRU ANGLE INTO WALL HEADER
FASTENER FASTENER DISTANCE
2 #12x3/4` SCREW THRU ANGLE INTO BEAM (EACH SIDE)
TOTAL # OF FASTENERS
DISTANCE VERTICAL HORIZONTAL FROM
TOTAL
TOTAL
BEAM SIZE
TO COMPLETE
'A" 'B' FROM SPLICE SPACING SPACING
EDGE
# OF
# FASTENERS
2•x3"x.045' WALL HEADER OR RAtP1H E. 94
CONNECTION
(MIN.) (MIN.) (MIN.) (MIN.) (MIN.) (MIN.)
ROWS
PER ROWS
tx2 SCREWED TO 2X2 AS CAN # T$37
2'X4" PS
24 - 112 SMS
12:OD' 4,00" O50' N/A 1,00"
0,50"
1
12
COMPOSITE AT leO.£. RIC.
2'X4" SS
24 - 112 SMS
12.OD"
4.00' 0.50' N/A 1.00'
0.50'
1
12
ROAM 15%
v FLORDA 33585-IW
2 X4 SM8
24 - #12 SMS
12.OQ"
4.00 050' N A 1.00
0.50
1
12
®
(993) 5ss-d543 FAX (893) 5ss- 9
XS SMB
32 - #12 SMS
1200'
4. 0,50' N A 1.00
0.50
2
8
2 SMS
32 - 2 SMS
1200
4,00 1. 2 1.
0,50
2
8
2 SMB
32 - 2 SMS
92.00
COG* 1.00 3.OD 1.50'
0.50
2
8
0
(4) #90x3/4" SMS THRU "C%.%'"
2 SMS
40 - 2 SMS
18.00
6 5 1. 4.00 125
0.50
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48 - #12 SMS
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SO - 12 SMS
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SEE 0
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80 - 112 SMS
18,04'
8.06' 1;06 3.061 1.25
0:50'
1 3 1
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0 0 0
(2) #tOx3/4" SMS EACH
CONNECTING
`^ ^.�, 14S 0
SIDE THRU 2• U-CHANNEL
S 0 I
-CLIP- INTO POST (EACH
NOTCH BOTTOM OF BEAM --j
AND OVERLAP POST OR
_
MAIN BEAM TO POST FASTENER SCHEDULE
SEE FOR
NOTCH FRONT FACE OF
POST TO SUP IN BEAM,
POST SIZE *FASTENERS REWIRED
2X3 4 #12 SMS EACH SIDE
0 0
0 0 0 0 0
2X4 8�#!2 SMS EACH SIDE
SEE FOs Ai.
BEAM TO TAI
2X5 8 2 SMS EACH SIDE
SPACWG OF FAS
SEE POST FASTENER SCHEDULE
2X8 10 2 SMS EACH SIDE
B
12) S EACH SIDE
(18) #14
H.d
0 0 0 0 0 0 0
2X8 SM5 EACH SIDE
€
ALL SMS ARE L e LENGTH
WSS
PLAIE (
-AMOUNT INCLUSIVE OF ALATED
THOSE SMS IN
Cfi'
ANGLES, CUPS, AND POST WEBS
CHART F OR
CISt
a,
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}
FASTENERS
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GABLE CONNECTION
. Ctx#dECT97G PUR6Rd
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SEE CHART MR lARRCK
SPAM 9F FASTDIM
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PLATE (SEE
0 0 0 0 0 0 0 CHART FOR SM OF
WSSU P1A1£.
SEE CHART FM
AL SPAM OF
FASMiERS
MANSARD CONNECTION
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NANO OF FASMERS FOR BEM M WTTER CWVn0N
BEM
KAM SEZE #10 X 3/4' TEK
EACH SIDE SELF -WING BEAM
1— —
Wx)
2')30 PATIO OR SM8 . 4
2W PATIO OR EMS 4 1 0
2')W PATIO OR SMB 5
2'W SUB 6
2'X7' SMB 7
2W SMB 8
2')*'SMB 9
V)(10* SMB 10
NWABB OF FASTENERS FOR RECIEVING CHANNEL CUP
2' X t X O.OW ANGLE TO GUTTER
BEAM SrLE
ME7AL ANCHOPS
#10 X 3/4' TEN
20)W PATIO OR SMB
6
2'W PA110 OR SM8
8
2W PATIO OR 50
8
2'W SMS
10
2*X7' SM8
12
2'W SMS
14
2'X9'SM8
16
nzft-Cft-1
RALPH E ROAM, P.E MR)
CAR 0 7457
,OM*R DMIEURNG, INC.
P.0.99x 1566
V DA XW5-1566
(813)=' nAX (813) 655-owl
[W4900014P.Prr "111-
ALTERNATE SELF MATING BEAM CONNECTION
TO SUPER OR EXTRUDED GUTTER
This item has been Electronically Signed and Sealed by Ralph Remmert, Florida P.E. #39610 using a SHA-1
Authentication Code. Printed Copies of the Document are not considered Signed and Sealed and the SHA-1
Authentication Code must be verified on any electronic copies.
@ @ @
@
@
PMWTER FRANK MEMM
DETAIL /,Cgs
- —KE)
r A 1"FAL THIS CUP MAY MW K USED ON SUE OF
CUP Ulm 2t3� MV COMM WA MAINTAN f M EDGE DISTARIE
SLWE ANCHORS 70
OONCRM DEM I
DETAIL JALTERNATIVE 1)
LATERAL WALL BRACING NOTES:
EACH WALL NOT LAIUMLY SUPPORTED RY MW SUWW MUST
BE CAMED - EACH CNIZ PAW GOOD PON UP TO 2Z7 M OF WL
AM OF We 090%M
PRMM ONE SET OF CAMES ON LATMAILY "PORM WLS
MJECTM MOM THAN 16 FEET 1HERE NAWM WALL 00 COMMMIS
TO A HOSt SM=W FASTEN ME HALF PAR CABLES (01E CAOU�
AT DE OUMOAW 00 TOP) OF THAT SAW WAL 1W CME JAW
ML MOM THE TOP OF THE WALL OVE) TOWARDS THE HOUSE
FT IS NOT NEDESSARY TO PW40E A COE 10 POLL EAVE AWAY
FRW TIE HOUSE
IIANCHOR
i-Ile x 5-W x Iip
FIAT 1z
DETAIL (ALTERNATIVE 2)
ALIUMITME P1 ACUM SERAP MAY BE
APKED HOROXNA11Y ON TOP OF IM
Ai% SENT TIAPnial To CME MME
This item has been Electronically Signed and Sealed by Ralph Remmen, Florida P.E, #39610 using a SHA-1
Authentication Code. Printed Copies of the Document are not considered Signed and Sealed and the SHA-1
Authentication Code must be verified on any electronic copies.
TYPICAL WALL ELEVATION
EM
JS x 9/16 SMS IM HEADER BOTTDM
— R-ANGE INTO COMPOSITE PANEL
(le O.C. AROUND THE Pbpi WICI
)
1/47 x 2" SCREW THRU BEAM AND GUTIER
FOAM COMPOSITE DETAIL
18 x 31e SMS THRU FLASM
SMS 0 8 WITH 31e NEO-CLAD WASHER
PAN , JI410
k '30: W(TYP,)/-ZM/A V I U IN70 PANEL AS NEEDED
3' THM . It WIDE STANDARAD INTERLOCKING PAN
, ANUMMI W i
This item has been Electronically Signed and Sealed by Ralph Remmert, Florida P.E. #39610 using a SHA-1
Authentication Code. Printed Copies of the Document are not considered Signed and Sealed and the SHA-I
Authentication Code must be verified on any electronic copies.
PREPARM FM
ARM ALUMINUM
a ft 2= si F� a&" C.&
I [ 0 X 9/16' 11X (5 PER PAN)
RAU" E REWAUM f'X- N610
r N 17457
MI&R DiGNEEW, INC.
P.018ox 1w
ft:CO FL A 33595-15W
(813) _j6
(813) ms-wel
'HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES
CONCRETE/AMSONARY HOST STRUCTURE
FASTEN RECEIVER CHANNEL VATH 1/4� x 1-1/2' ORK PIN
x -QUICKSEr INTO CONCRETE BL= WALL OR 1/47 2-1/47
In
OR TIE BEAM 0 IV D.C.
WOOD FRAME HOST STRUCTURE
FASTEN RECEIVER CHANNEL INTH #10 x Z' SMS 14TO PLYWOOD
<
COVERED i.C. (MUST FASTEN TO 2X STUDS)
STEEL PANEL HOST STRUCTURE
FASTEN RECBVM CHANNEL WTH MIX Ilex THRU BOLIS WITH NUTS
AND WASHERS 0 10* OX.
FVA a Wiwi, WON W I " i i w
- ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL
USE (5) 1/4- X 4- BOLTS W/ WASHERS PER COLUMN/POST
1' X 2' MAY BE ATTACHED FOR SCREEN USING (1)
#10 X 1 - 1/2' 0 6- FROM TOP AND
SIDE NOTCH POST TO CARRIER BEAM
( for 3x3 columns)
(5) #8 x 3/4" SMS KITH 3/4" DIAMETER NEOPRENE --
CLAD STEEL WASHER INTO EDGE OR CARRIER BEAM,
TOP PLATE, OR SUPER GUTTER
JUL QL QL
12" PANEL
NOTE: MINIMUM SLOPE = 1/2' PER FT
ROOF PAN DETAIL
N.T.S.
This item has been Electronically Signed and Sealed by Ralph Remmert, Florida P.E. #39610 using a SHA-1
Authentication Code, Printed Copies of the Document are not considered Signed and Sealed and the SHA-1
Authentication Code must be verified on any electronic copies.
AREA ALLMINUM
P76 Ea.
a 0. = nm &"V Cam.
RALPH E. RUNM, P.E 3010
CAR 17457
,Iuw ENGNEaw, w-
RaBaK 1566
VA
FLORDA 33595-1566
3) 598-4543 FAX (813) 655-0061_
5 - #10 X 4- S.M.S. WTH 3/4- NEOPRENE WASHERS
PER 4 FT PANEL ACROSS FRONT
& 24" O.C. ALONG SIDES
COMPOSITE ROOF PANG (5)--\
GUTTER ATTACHED TO
— JIO X 47 SMS W/ NEO BEAM 2/ #8 X 9/16- TEX
WASHER PER 4 FT PANEL 0 8* O.C. STAGGERED
PAN ROOF. (5) #B—
X 9/16- TEK PER I
FT OF PANEL
PROVIDE MIN, 1—,rOVERRLAP
ER ON ROOF PANEL TO
C
GUTTER CM)INNEC'RON
it
2 X 0.05C* STRAP 0
EACH BEAM LOCATION
EXTRUDED SUPER GUTTER
POST TO BEAM CONNECTION DETAIL
N.T.S.
GUTTER ATTACHED TO SM8 (TYP.)
COMPOSITE ROOF PANEL (5) BEAM 2/ #8 X 9/16- TEK
— #10 X 4' SMS W/ NEO 0 8' O.C. STAGGERED SCREENING
WASHER PER 4 FT PANEL
" \ #10 X 2' SMS
(10) — V X 2' SCREWS PAN ROOF:
TEK PER 1 FT OF PANEL
BEAM SZE
SEE GUSSET DETAIL PLAN SEE PLAN MEW
VIEW FOR BEAM SIZE FOR BEAM SIZE
01
NUMBER OF FASTENERS FOR RECEIVING CHANNEL CUP
BEAM TO BEAM CONNECTION
This item has been Electronically Signed and Seated by Ralph Rernmert, Florida P.E. #39610 using a SHA-1
Authentication Code. Printed Copies of the Document are not considered Signed and Sealed and the SHA- I
Authentication Code must be verified on any electronic copies,
PROVIDE MIN. 1—'OVERLAP ON ROOF
PANEL TO GUTTER CONNECTION 1.5' X 2125' X
2 X 0.050" STRAP 0 0.082' RECEIVING
EACH BEAM LOCATION CHANNEL
EXTRUDED SUPER GUTTER I
#12 SMS 0 24- O.C, TOP
CARRIER BEAM 7AflNaD SMS
WITHIN 3' OF
END OF BEAM.
NOTE. SMS TO BE PLACED A MINIMUM OF OS
FROM EDGE AND A MINIMUM OF 0.75' O.C.
UNLESS OTHERWISE SHOWN.
BE TO GUTTER/ SCREEN ROOM
W�
7' SMEI 12
14
16
FLAT BEAM DETAIL
rare s
ARM ALUMINUM
yam amp
a ft 20M F.M. SA21
TYP. SMB
SIZE VARIES
0
/i2X3f4® SIMS EACH SIDE 0
(SEE ATTACHMENT EDUI E)
41
1.5. X2.125'XO6V
RECEIVING CHANNEL
Ile CON ET ANCHOR
EXISTING CONCRETE IE-BEAM OR
WOOD FRAMED WALL (BY OTHERS)
ATTACHMENT SCHME
BEAM MASONRY WALL
WOOD FRAME WALL
BEAM SIZE
#12 SMS CONCRETE ANCHORS
EACH SIDE EACH SIDE
1/4- LAG SCREWS
EACH SIDE
2'X4' PS
3 2
2
2'X4* SMB
3 2
2
2,X5" SM8
3 2
2
2*)6' SMB
4 3
3
2'X7' SMB
5 3
3
2'Xe SMB
6 4
4
2'X9'XO72* SMB
6 4
4
2'x9'xO821 SMB
6 4
4
2'X1O' SMB
7 4
4
6
This item has been Electronically Signed and Sealed by Ralph Rammed, Florida P.E. #39610 using a SHA,1
Authentication Code. Printed Copies of the Document are not considered Signed and Sealed and the SHA-I
Authentication Code must be verified on any electronic copies.
I. MUM N ffit
a= --]I
Ihm K= wd swr4l* met ti, M EMM
.f a rii*i am% cod.
RALPH E RUMM. P.F. M10 CAR j 7457
MM&R EiMUIRM w-
RUN Im
VALW% FLORIDA 33595-150
(813) 598-464.3 FAX (813) 655-Offi9
3090���
4
4
4
4
-4
4.
\-- CONCRETE SLAB
POST CONNECTIONS
CARPORTS / OPEN PATIO N.T.S.
4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS
2500 PSI COMPRESSIVE STRENGTH AT
k
■.. -
f
9 VAPOR BARRIER.
r7��ALU§k
v .W -H a ft
m mn c
R
`,
TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR 3 YRS. OR MORE, AND THE PROPOSED
CONCRETE SLAB WILL BE IN CONTACT WITH THE RESIDENCE.
IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE
ADEQUATE SUPPORT OF THE FOUNDATION.
* SLOPE AWAY FROM RESIDENCE MIN. 2% SLOPE
FOOTING SIZE
REBAR
(height x width)
8mx8® (U.O.N.)
1 — /5 (U.O.N)
MONOLITHIC SLAB AND FOUNDATION REQUIREMENTS FOR SOLID ROOFS
FOOTING SIZE REBAR
MAK TRIBUTARY LOAD WIDTH
(width x height)
(distance between supports)
8'x8® 1 — /5
UP TO 7'-9'
12®x8® 1 — /5
FROM 7'-9® TO 12`-3m
12'x8' (U.O.N.) 2— 5 (U.O.N.)
GREATER THAN 12°-3m SPAN
ISOLATED FOUNDATION FOR PAVERS (SOLID ROOFS & SCREEN ROOMS)
FOOTING SIZE REBAR
(width x height)
12®x8® (U.O.N.) 1 — #5 (U,O.N)