HomeMy WebLinkAbout23-6832Address: 6482 Beverly Hills Dr
ZEPHYRHILLS, FL 33541
llllff.� 1
Min
1 RBPAR-006832-20•
23
Issue . Date: 10/24/2023
Building Valuation: $2,395.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $2,398.00
Total Fees: $77.97
Amount Paid: $77.97
Date Paid: 10/24/2023 11:34:09AM
6482 Beverly Hills Drive
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.
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA TOR SIGNATURE PE IT OFFICEF I
V
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permittin, f)3
Eur ec-7m V L vim
Owner Phone Number
Owner's Name S I
Owner's Address L-1 �fA
Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
Rz LY
i
LOT If
SUBDIVISION
/fit
PARCEL to#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT
SIGN
DEMOLISH
INSTALL
REPAIR
PROPOSED USE
SFR E:]
COMM
OTHER
TYPE OF CONSTRUCTION Q
BLOCK =
FRAME
STEEL
r
DESCRIPTION OF WORK
x("Icoo jewm
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BUILDING SIZE ri X So FOOTAGE fb HEIGHT
®BUILDING VALUATION OF TOTAL CONSTRUCTION
®ELECTRICAL
®PLUMBING
®MECHANICAL
®GAS ROOFING
FINISHED FLOOR ELEVATIONS 1
AMP SERVICE PROGRESS ENERGY W.R.E.C.
I �3k-
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA ®YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License #
PLUMBER COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Address License#
OTHER COMPANY [N12mm/Axam JAW
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
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/ Sit Fence installed,
Sanitary Facilities & I 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 onsite, Construction Plans, Stormwater Plans w/ SIR 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.
**4 +*
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 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 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 —Homeowners 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 "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, 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.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTORA
Subscribed and sworn to (or affirmed) before me this Subscribe and sworn to or affirmed) before me this
by f 'Z, by e: Iryt,41$22.
Who is/are personally known to me or has/have produced Who is/ a personalty known to me or ha have produced,,
as identification. ° as identific n.
Notary Public e Notary Public
Commission
Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
13
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SCREENED ENCLOSURE ENGINEERING DESIGN
#
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JBM&R Engineering, Inc
POBox 1566
Valrico, FI 33595-1566
813-741-2109
Drwg No, Title
Sheet 1
Cover Sheet
Sheet 2
Plan & Elevation View
Sheet 3
Misc Details
Sheet 4
Roof Details 1
Sheet 5
Roof Details 2
Sheet 6
Beam Connections 1
Sheet 7
Beam Connections 2
Sheet 8
Concrete Details
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 lbsIft2
Vertical Pressure on Screen Surfaces: 8 lbsIft2
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 lbs Concentrated Load applied vertically downward along any I
foot of any member not occurring simultaneously with wind loads
Aluminum frame of enclosure within 5'of a swimming pool waterline must be
bonded per the protocol and specifications of the E40,,qtq,4p1gction of the Florida
K'3HM ,
Building Code
fa
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Authentication Code must be verified on any electronic copies.
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PftEPPREO FOR
ARM ALUMINUM
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EXISTING RESIDENCE f the 2020 %na Buldi�q C.&
MEE RAIII E. RMIRT, P.E. 39610
CAN 1 7457
JBM&R ENGINEERING, INC.
PABOX 1566
VALRiCO, FLORDA 3,3595-1566
2X3 TOP PLATE (TYP' j (813) 598-4643 IF[AX (813) 655-0061
3" STRUCTURAL ROOF
16 FT. X 36 FT.
x x _0
CIA FL21443R4112020
3" X 0.024 X 1 LB EPS
0)
2X2 2X2
2X2
8' — 0 8'-0"
16'-0" >< x
OB
ELEVATION PLAN 2X2
3'— 0
2X3 TOP PLATE (TYP) 2X3 TOP PLATE (TYP) OWNER TO DETERMINE LOCATION OF DOOR(S)
C11,1
r, Efl� >< x x x x LOT 41 BLOCK 12
-- c"ll Ln C"i cl-j JEREMY L
x X
0
6482 QE'
2X2 2X2 2X2 2X2 2X2
ZEP FIN*
2X2 2X2
7'— 23/8 7'— 23/8 7'— 23/8 7'— 23/8 7'— 23/8- No.396
8L—O-___] 8'-0-
36'-0"
0
ELEVATION
ELEVATION
k".
PLAN I ELEVATIONS
III ... SEDSCREEN ROOM AMMON ENGINEERING, INC.
Reiph E Remmea, P E
PLAN VIEW
L j- 'Lo
X 2- DB (SIDE WALL)
#10 S.M.S. X I—X- LONG 0 24- O.C.
<
—Ll:
2 #10 S.M.S. FROM INSIDE FACE OF
#10
IX
2 DB INTO SCREW SPLINE OF
I X DB (I EMBEDMENT MIN.)
X 2'
SEE PLAN MEW BELOW
0
ANCHORS TO FOUNDATION
I SEE PLAN NEW THIS SHEET
, I >
FOUNDATION
4
EXTERIOR CORNER DETAIL
(PARTIAL ELEVATION) N.T.S.
" 11 1
A 0.045 PATIO 101- MAIL
4 — #10 TEK X 14" (Per Clip)
Z
vvi
2- X 2- 1/8- ANGLE W/
S.M.S. @ 24" O.C. TYP.--
1-1/2' LONG #10 #14 S.M.S. AND 1/4"0 X 2 1/4"
LONG CONCRETE ANCHOR
I' X 2' (DB) W/ 1-1/2'
LONG #10 S.M.S. 0 24- O.C. (TYP.)
(ROOF BEARING WALL) 2® X 2' HOLLOW
1%2"x.044" BASE CHANNEL
EXTERIOR CORNER DETAIL
(PLAN MEW) 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.
4 — #10 TEK X J" (2 per side)
2 X 3 X 0.045 PATIO UPRIGHT
TM" TOP RAIL TO UPRIGHT CONNECTION DETAIL
3/8"x4' 'WEDGE ANCHOR' OR EXPANSION BOLT
(3) #100/4 SMS OR (4) #8X9/16 SMS EACH THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB
TO FASTEN 2X2X.125 ANGLE TO COLUMN OR FOOTER WITH BRICK PAVERS.
[F- 1 4
x POST C&6MPN ,
-IOuOW OR SNAP)
:11 777�ad
2'x2'.125' ANGLE EACH
SIDE OF COLUMN FASTENED
WITH 1 (3) #10x3/4 SMS
— 1%2%,044" BASE CHANNEL
4
4
4
4
3 'A 'WEDGE ANCHOR' OR EXPANSION BOLT
THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB
OR FOOTERS WITH BRICK PAVERS.
SIDE VIEW OF 2x3 CONNECTION DETAIL
N.T.S.
ICMAX
(Typ.)
�4
EDGE OF SLAB
2x3x.045 L1/4'x3* 'QUIKSEr, TAPCON
(HOLLOW OR SNAP) OR EXPANSION 'T—BOLT 0 24- o.c,"
2x5 POST COLUMN
(HOLLOW OR SNAP)
2"x2".125' ANGLE EACH
SIDE OF COLUMN FASTENED
WITH (3) #16x3/4 SMS
2'x2".125" ANGLE EACH
SIDE OF COLUMN FASILE
WITH, (3) #100/4 SM
PREPARED FOR:
ARM ALUMINUM
These Punts o d St-dw& —t the 7ft, Edition
& the 2020 F].-W. BuMing Cade
ALPH E. REMMERT, P.E. 39610
CAN 1 7457
BM&R ENGINEERING, NC
P.O.Box 1566
VALRICO, FLORIDA 33595 56
(813) 598 4643 FAX (81 65 0061
RE 41,
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MIN ':I —1 J_ - --------- L-
4
c,
4 4c
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4
_4
3/8"x4" "WEDGE ARCH Z'
THRU ANGLE AND BASE CHANNEL
OR FOOTERS WITH BRICK PAVERS.
SIDE VIEW OF 2x5 CONNECTION DETAIL
US,
4
2x5x.090
(HOLLOW OR SNAP)
EDGE OF SLAB--'41
4-x3- ' QUIKSET, TAPCON
OR EXPANSION 'T—BOLT 0 24" D.C."
PLAN VIEW OF 2x5 CONNECTION DETAIL
KIS
#lOx2" SMS 0 8' D.C. /
THRU SUPERGUTTER INTO
FASCIA BOARD (fyp)/,,
SMS 0 8- D.C. /
PAN HEADER INTO
BOARD (TYP.)
#8 x 9/16' EMS THRU HEADER CHANNEL
INTO SUPERGUTTER - @ 8" O.C. STAGGERED
#8 x 9/16' SMS THRU HEADER CHANNEL TOP FLANGE
INTO FOAM COMPOSITE PANEL 0 8" D.C.
(12- O.C. AROUND THE PERIMETER)
-3" THICK X 12- WIDE STANDARAD INTERLOCKING PAN
11 u . 11 . . u u . u u - H - . - - - - ------------- - .. 11 .1
#8 x 9/16 SMS THRU HEADER BOTTOM
-- FLANGE INTO COMPOSITE PANEL - 0 8" D.C.
(12- D.C. AROUND THE PERIMETER)
1/4" x 2' SCREW THRU BEAM AND GUTTER
- 0 8' D.C.
FOAM COMPOSITE DETAIL
N.T.S.
OPTIONAL ALUMINUM FLASHING IF NEEDED
TO PREVENT WATER INTRUSION AT CONNECTION
SEALANT (TYR)
#8 x 3/4' SMS THRU FLASNG
WITH 3/4' NEO-CLAD WASHER
INTO PANEL AS NEEDED
3" THICK x 12' WIDE STANDARAD INTERLOCKING PAN
---------------- - - .1 - I
#8 x 9/16 SMS THRU HEADER FLANGE
INTO BOTTOM OF PAN (5 PER PAN)
12" O.0 AROUND THE PERIMETER
lan"11=111=10
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.
LIJ ///
WOOD
CL,
cn CONCRETE a I
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Cf) /PANEL
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PREPARED FOP.:
ARM ALUMINUM
T— Pb wd Stm & me* me 7th E&,
Af U. 2M FIi& 8u8dklq Cc&
RALPH E. REMMERT, P.E. 39610
CAN # 7457
JBM&R ENGINEERING, INC.
P.O.
BOX 1566
VALRICO, FLORIDA 33595-1566
(813) 598-4643 FAX (813) 655-0061
"HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES
:-aLCRETEZMASONARY HOST STRUCTURE
FASTEN RECEIVER CHANNEL WITH 1/4' x 1-1/2' DRIVE PIN
OR 1/4' x 2-1/4' 'OUICKSET' INTO CONCRETE BLOCK WALL
OR TIE BEAM 0 12" O.C.
WOOD FRAME HOST STRUCTURE
FASTEN RECEIVER CHANNEL WITH #10 x 2" SMS INTO PLYWOOD
COVERED FRAME WALL 0 8' O.C. (MUST FASTEN TO 2X STUDS)
STEEL PANEL HOST STRUCTURE
FASTEN RECEIVER CHANNEL NTH MIN. 1/4% THRU BOLTS WITH NUTS
AND WASHERS @ 10" O.C.
PA,I�ROOF ar FOAM COMPOSITE TO WALL DETklE
USE SAME FASTENING PROTOCOL FOR ROOF PANS AND COMPOSITE PANELS
TO HEADER CHANNEL AS SHOWN WHEN OVERHANG IS ELEVATED ENOUGH %N,xl REA
ABOVE HEADER CHANNEL TO ALLOW ACCESS WITH SCREW GUN OR Dgtli. I? ........
!OOF PANEL RECIEVER CHANNEL
K 0.0625"
— I A 1 --1
" ALUMINUM ANGLE
CANTERED FASCIA BOARD CONNECTIONS
N.T.S.
ARM ALUMINUM
,�..
CAN 17457
CHOR PER DETAIL FOR PAN OR COMPOSITE PANEL
(5) 1/4" X 4" BOLTS W/ WASHERS PER COLUMN/POST
5 — #10 X 4" S.W.S. WITH 3/4" NEOPRENE WASHERS
2^ MAYBE ATTACHED FOR SCREEN USING (1) PER 4 FT PANEL ACROSS FRONT
X 1 — 1/2^ @O^ FROM TOP AND & 24^ O.C. ALONG SIDES
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--------------------------------------
(5) #8 x 3/4" SWS WITH 3/4, DIAMETER NEOPRENE
CLAD STEEL WASHER INTO EDGE OR CARRIER BEAM,
TOP PLATE, OR SUPER GUTTER
NAIL-
| | NIS.
|
12" PANEL
NOTE7 MINIMUM SLOPE = 1/2" PER FT
ROOF PAN DETAIL
NIS.
This item has been Electronically Signed and Sealed by Ralph mmmert,Florida P.e. #3961nusing aSHA-1
Authentication Code. Printed Copies mthe Document areootconxmereusigneumwSeeledmmmeSHA-1
COMPOSITE ROOF PANEL (5)
— #10 X 4" SMS W/ NED
WASHER PER 4 FT PANEL
PAN ROOF: (5) #8
X 9/16" TEK PER I
FT OF PANEL
PROVIDE MIN. 1—j"OVERLAP
ON ROOF PANEL TO
GUTTER CONNECTION
2 X 0.050' STRAP @
EACH BEAM LOCATION
GUTTER ATTACHED TO
BEAM 2/ #8 X 9/16- TEK
@ 8" O.C. STAGGERED
EXTRUDED SUPER GUTTER 3X3 FLUTED /
STRUCTURAL
POST
POST TO BEAM CONNECTION DETAIL
N.T.S.
(10) — 4' X 2' SCREWS
COMPOSITE ROOF PANEL (5)
— #10 X 4" SMS W/ NED
WASHER PER 4 FT PANEL
PAN ROOF: (5) #8 X 9/16"
TEK PER 1 FT OF PANEL
GUTTER ATTACHED TO
BEAM 2/ #8 X 9/16" TEK
@ 8" O.C. STAGGERED
0 X 2" SMS
PROVIDE MIN. 1-3"OVERLAP ON ROOF
PANEL TO GUTTER CONNECTION
2 X 0.050" STRAP @---j
EACH BEAM LOCATION
EXTRUDED SUPER GUTTER
CARRIER BEAM
NOTE: SMS TO BE PLACED A MINIMUM OF 0.5"
FROM EDGE AND A MINIMUM OF 0.75" O.C.
UNLESS OTHERWISE SHOWN.
BEAM TO GUTTER/ SCREEN ROOM
SMB (TYP.)
IMMUM
1.5" X 2,125" X
0.082" RECEIVING
CHANNEL
#12 SMS @ 24" O.C., TOP
AND BOTTOM WITHIN 3" OF
END OF BEAM.
BEAM SIZE METAL ANCHORS
SEE GUSSET-- SEE DETAIL PLAN PLAN VIEW
MEW FOR BEAM SIZE FOR BEAM SIZE #10 X 3/4" TEK
2vIXY3, 6— N,0�
PATIO OR SMB ALUMINUM
2"X4" PATIO OR SMB
2-- 8 CC Th— PI-. d St-d�& —t th� 7th Editi.
0 OF X5 PVT16 R SMB 8 —0
f the 2M R.66. 34&q Code
2'X6" SMB 10
2�0—' -SMB 12 C)
SMB 14
2'X9"SMIB 16 RAI-PH E REMMERT, P.E. 39610
CAN # 7457
JBM&R ENGINEERING, INC.
P O.8OX 1566
FLAT BEAM DETAIL VALRICO, FLORIDA 33595-1566
NUMBER OF FASTENERS FOR RECEIVING CHANNEL CLIP (813) 598-4643 FAX (813) 655-0061
BEAM TO BEAM CONNECTION ------------
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.
TYP. SMB
SIZE VARIES
64.
#12X3/4- SMS EACH SIDE
(SEE ATTACHMENT SCHEDULE)
I 1.5"X2,125"X.062"
RECEIVING CHANNEL
1/4" CONCERET ANCHOR
EXISTING CONCRETE IE—BEAM OR
WOOD FRAMED WALL (BY OTHERS)
ATTACHMENT SCHIDULE
F
BEAM MASONRY WALL WOOD FRAME WALL
[BEAM SIZE #12 SMS CONCRETE ANCHORS 1/1" LAG SCREWS
EACH SIDE EACH SIDE EACH SIDE
I 2"X4" PB 3 2 2
2"X4" SMB 3 2 2
2"X5" SMB 3 2 2
- -------- --- --------
2"X6" SMB 4 t-3 3
2"X7" SMB 5 3 3
2"X8" SMB 6 4 4
2'X9"X.072" SMB 6 4 4
2'X9"X.082" SMB 6 4 4
2"XI0' SMB 7 4 4
BEAM TO WALL
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.
2-X2-X1/8- ALUM. ANGLE W1
(2) 1/4- X 2 1/4" TAPCONS
ON TWO SIDES OF POSTS
POST
PREPARED fOR:
ARM ALUMNUM I
Th— PI.s and Standw& —t the 7th EM.,
.f the 2020 Florida 8,W- C.&
RALPH E. REMMERT, P.E. 39610
CAN 17457
JRM&R ENGINEERING, INC.
PO.SOX 1566
VALRICO, FLORIDA 33595-1566
(813) 598-4643 FAX (813) 655-0061
2 — 1/4- BOLTS W/ WASHERS
— ALUM. BASE INSERT W/ (2)
1/4-0 X 2 1/4- TAPCONS INTO
CONCRETE — OR OPTIONAL
POSTS MAY BE CONNECTED TO
WOOD MEMBER BY SUBSTITUTING
(4) #10 SMS X 3- LONG
F.—
4
47
PEA41
CONCRETE SLAB
No19610
POST CONNECTIONS
t
CARPORTS OPEN PATIO NJA'�
4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
® REINFORCEMENT. 6"X6" # 10/10 W.W.M. OR HBFIBERMESH"
• VAPOR BARRIER.
*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.
PREPARED FOR. �•—_
ARM ALUMINUM
.h— PI.s e.d St.derde meet the ban Edltk,,
of the 2017 no,Wo Bagdng Code
RAIPH E. REMMER, P.E. 39610
CAN # 7457
JBM&R ENGINEERING, INC.
P.O.BOX 1566
VALRICO, FLORIDA 33595-1565
(813) 598-4643 FAX 1113) 115-1061
® 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,
® CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM
This item has been Electronically Signed and Sealed by Ralph Remmert, Florida P.F_ #39610 using a S1!A-1 Authentication Code. Printed
Copies of the Document are not considered Signed and Sealed and the S1 IA-1 Authentication Code must be verified on any electronic
copies.
MONOLITHIC SLAB AND FOUNDATION REQUIREMENTS FOR SCREEN ENCLOSURES
FOOTING SIZE REBAR
(height x width)
8"x8" (U.O.N.) 1 — #5 (U.0.N)
MONOLITHIC SLAB AND FOUNDATION REQUIREMENTS FOR SOLID ROOFS
FOOTING SIZE REBAR MAX. TRIBUTARY LOAD VADTH�
(width x height) (distance between supports)
8"x8" 1 — #5 UP TO 7'-9"
12"x8" 1 — #5 FROM 7'-9" TO 12`-3"
12"x8" (U.O.N,) 2—#5 (U.O.N.) GREATER THAN 12'-3" 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)
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