HomeMy WebLinkAbout23-6833it of Zephyrhilis
5335 Eighth Street
I
11,�, .............
Zephyrhills, FL 33542
BAR-006833-2023
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 09/14/2023
'��eruiit Tvne: Add/Alter (Residential)
04 26 21 0140 00300 0020
6629 Bar S Bar Trail
4C
Name: CHAD & TIFFANY MCEWAN
Permit Type: Add/Alter (Residential)
Contractor: AFFORDABLE
Class of Work: Add/Alter Residential
RESCREENING LLC
Address: 6629 Bar S Bar TrI
Building Valuation: $21,706.00
ZEPHYRHILLS, FL 33541
Electrical Valuation: $1.00
Phone: (970) 301-5019
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $21,709.00
Total Fees: $222.79
n
S
Amount Paid: $222.79
Date Paid: 9/14/2023 3:33:55PM
92CE =.I ITTIM15111M 111111WIT11111111111 11 1111 a 0 11 11, a � BMMGE=3R9!== ��
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
1A
CONTRACTOR IRE PEIT
'EERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhiils Permit Application Fax-E13-780-0021
Building Department
Date Received L _ ?
Phone Contact for Permitting
a F �q
Owner's Name jji owner Phone Number "(
Owner's Address t..&'�;, - I �yr 'i- GtiOwner Phone Numbe
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address t gg
JOB ADDRESS ce cl c ; f is ! LOT #
SUBDIVISION ' I PARCEL ID# ()ALA tA0kLAlJ�Is% 4?
(OBTAINED FROM PROPERTY TAX NOTICE)
tas;. •:i'•
NEW CQNSTR
INSTALL
SFR
C]
BLOCK
a
ADDIALT
REPAIR
COMM
FRAME
SIGN 0 0 DEMOLISH
OTHER
STEEL
BUILDING SIZE SO FOOTAGE F j HEIGHT
BUILDING $ { y / VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 1 t r� AMP SERVICE PROGRESS ENERGY = W.FtEC.
=PLUMBING
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER _ v _ COMPANY I --t C 9ri7A s'%-
b,/
SIGNATURE REGISTERED YIN FEE CURREN YIN ery
177
Address A. C License #ISC 1- , 1 1 ``y ( t "-71
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y 1 N
Address T License #
PLUMBER COMPANY
SIGNATURE REGISTERED LZ/ N FEE CURREN Y I N
Address License # E ===
MECHANICAL COMPANY
SIGNATURE j REGISTERED _ Y/ N J FEE CURREN I Y I N
Address License #
OTHER COMPANY®�
SIGNATURE REGISTERED II Y t N FEE CURREN
Address F License #
��i�OTixai&BAi�if�3lOtf���#ta8�a�Q#iE�it€at�a;€itltf(�i
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 wr/ 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 onsite, 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- (AtC 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 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 --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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work volt 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, Welland 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 '\P 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 Gasses for ninety (90) consecutive days, the job is considered
abandoned.
IV-XIIII11"Aul 1) go-. 1111 W! I" 1111MLquo k1JR-11 I
OWNER OR AGENT Virginia Loudoun County
9MMtswornkA a Raan t ebefore me this
0 y oughren
WhqMryers�VbMr to me or has/have produced
as identification,
-,---Notary Public
Commission No. 19792d6 expires 02/28/2026
Vanessa Corley Atuboyedia
Subscribed and
me or
Notary Public
Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Notarized online using audio -video communication
Vanessa Corley Atulooyedla
REGISTRATION NUMBER
7979266
COMMISSION EXPIRES
February 28, 2026
LINDSAY BATEMAN
Commission # HH 430664
Expires August 7, 2027
INSTR#2023084135OR BK10816 PG1145 Page l.fl
05/1112023 09:16 AM Rcpt: 2582173 Rec: 10.00 IDS: 0.00 IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
State of Florida Permit Number:
County of hs C-0 Tax Folio or Parcel Number., 04-26-21-0140-00300-0020
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement,
1. Description of Property (a complete legal description RE parcel number; #DA a complete street address with city/state/zip code, if available):
04-26-21-0140-00300-0020, 6629 BAR S BAR TRAIL ZEPHYRHILLS, FL 33541
0
Owner Information,
a. Name: CHAD AND/OR TIFFANY IVICEWAN
b. Address. 6629 BAR S BAR TRAIL city/state/zap Code". ZEPHYRHILLS, FL 33541
C. Interest In Property: OWNER
d. Name an Address of Fee Simple Title Holder (if different from the Owner listed above): N/A
4, Contractor Information:
a. Name: AFFORDABLE RESCREENING LLC
b,
Address; 1100 N 50TH ST UNIT 1 G
5. Surety Information:
a. Name: NIA
c. Bond Amount: $NIA
6. Lender Information,
a. Name- NIA
City/State/Zip Code. TAMPA, FL 33619
Phone Number,
City/State/Zip Code:
— Phone Number:
b. Address: Clty/State/Zlp Code:
7. Persons within the State of Florida Designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes.
Name/Address/Phone Number. N/A
S. In addition to himself/herself, Owner designates the following to receive a copy of Lienor's Notice as provided in Section
713.13(1)(b) Florida Statutes;
Name/Address/ Phone Number: N/A
9. Expiration Date of Notice of Commencement (the expiration date is one year from the recording date unless a different date is specified here):
1 YEAR
Under penalties of perjury, I declare that I have read the foregoing and that the facts in It are true to the best of my knowledge and
beli ection 92.525, E ri a Statutes),
'q c4 Ir
SiJnatu Zn�r or Lessee, or Owner's or Lessee s�thorizd Printed Name
OffcerJ .J atner/Manager OWNER
Company Name and Title
State of flur'. 4 County of 9trla Sworn to (or affirmed) and subscribed before me, by means of
tM al<hysical presence or0online notarizaLl, this ?M day of )i�fdl 20 -2 by 1-14-1W 141
(namdof person making statement)
duced identification
El personally known, or ;; with; tyW of identification
—ijn-at.re o!!!T ry �Pu Printed or Stamped Commissioned me of 19WAti"W11AMMOND
Notary Public
Notice of Commencement (Updated Dec 2021 1 DJ: NoticeOfCommencement) State of Florida
Ccimm# HH336265
Expires 11/29/2026
General Notes
A. CONCRETE & FOUNDATION DESIGN:
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150),
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- I % - ASTM C 260,
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL, NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11, IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6045-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING 912 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. 1 "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
I ALL CONCRETE SCREWS SHALL BE, SIMPSON. HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
V HOT DIPPED GALVANIZED.
5. ALI. LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE; SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE 95 OR BETTER ZINC PLATED.
s. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
M ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
I1_ FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM Al85
FLORIDA BUILDING CODE 7THEDITION (CHAPTERS 16,20 & 23).
l • • f
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
I. TYP --TYPICAL
2. SIM -- SIMILAR
3. UON-- UNLESSOTHERWISENOTED
4. CONT -- CONTINUOUS
5. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5, ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
IL MISCELLANEOUS:
I. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL, OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7THED177ON R 4501.17 IN
ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR,
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
i. SCREENING MATERIAL SHALL BE 18X 14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
S. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN
EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT
PURPOSES.
SUNROOM CAT. 1
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vulf, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF:
N/A
SCREEN WALLS (WINDWARD):
23 PSF
SCREEN WALLS (LEEWARD):
20 PSF
SOLID ROOF:
20 PSF
130 MPH
101 MPH
I
B
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X 14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE
STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. SCREEN ROOF TYPE: N/A
9. SOLID ROOF TYPE: ELITE EPS COMPOSITE PANEL ROOF FLORIDA PRODUCT
APPROVAL, FL 7561-R5.
10. PROPOSED FOUNDATION (SEE S-2 FOR SIZE AND LOCATION) SHALL BE ADEQUATE TO
RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
ALUMINUM STRUCTURAL MEMBERS
INDEX:
S-1 GENERAL NOTES
HOLLOW SECTIONS
S-2 DRAWING
2 x 2:---------------------------------------2"
x 2" x 0.044"
S-3 DETAILS
2 x 3:---------------------------------------2"
x 3" x 0.050"
S-4 DETAILS
2 x 4:---------------------------------------2"
x 4" x 0.050"
S-5 DETAILS
2 x 5:---------------------------------------2"
x 5" x 0.050"
3 x 3:---------------------------------------3"
x 3" x 0.125"
OPEN BACK SECTIONS
1 x 2:----------------------------------------
1" x 2" x 0.040"
1 x 3:---------------------------------------1"
x 3" x 0.045"
SNAP SECTIONS
I D E,`3 IF, n3 ,,
2 x 2 SMS:
- - - Z" x 2" x 0.045"
A 'c =I f4 " ,a- )N �
1 7A ti. h I, r ��
2 x 3 SMS:
---------------------------------2" x 3" x 0.072"
AND THE 11 T �-_
2 x 4 SMS:---------------------------------
2" x 4" x 0.045"
1
R��INA:
ORDINANCES,
3 x 3 SMS:---------------------------------
3" x 3" x 0,090"
SELF MATING (SMB)
2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 7 E 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" , I= I.,,,i�"A U j
2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120„ "E7 y'
2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120"fl- ,}
4I7I L
2 x 8 SMB:----- - ----- --- 2" x 8" x 0.072" x 0.224" F�-..,
2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" rM
2 x 10 SMB:---- -------------- 2" x 1.0" x 0.092" x 0.374"
TUBE SECTIONS S E
2 x 2:---------------------------------------2" x 2" x 0.090"
•••��
t, U E A #
%�I i 00
C) 44/
� a g
#PROF SEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
FLORIDA LICENSE: 38654
Ian J. Foster P.E.
FLORIDA LICENSE: 93654
.Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th Street
Zephyrhills, FL 33542
Ph# (813)838-0735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.tbcplans.com
C.O.A.-#29054
DATE: 08/16/2023
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
103111affie"I
AFFORDABLE RESCREENING
100 N 50TH STREET, UNIT 16
AMPA FLORIDA 33619
Cal
OPTION #1
OPTIONAL. 2" xPURLINS (SEE S-2 FOR 1/8" (11 GA.) ALUMINUM FASTEN .090 REC. CHAN. TO
SIZE}ATTACHED TO BEAM GUSSET PLATE (2X HEIGHT) BACKSIDE OF 2"Xg" EDGE BEAM 1� • C.P `t� • 1.
w/MIN (4) 410 x 1 Y2" SMS ,��, B #12 SMS EAVE RAIL W/(5) #10 SMS W/ 3/4" • ^may
OPTION STAGGERED W/(H) #10 SMS W/ _j
0
FBRT 0.250" 3/4" INTO SIDE FLANGES • < a 0
• o • 5 Q
• • 1 men o ���9a. �• «-
NOTE: ZX4 SMB SEAM ONLY REQUIRES 4" v" 3
5" OR TX 6" WIDTH X 0,250" • \ a 1 ® 2X' H' - ;� ® • ® /
EXTRUDED GUTTER BRACKET @ LAGS
WIDTH GUTTER BRACKET W/ (2) 1/4" N_ S• e v� o� ® EDGE
BEAM - e 00 o®o• � �o afi,e,°' 4.
EA. BEAM W/ (4) #12 X 3/4" • • y APPLY EDGE BEAM ® �� ®• o o•••® • i'
SMS INTO GUTTER LIP ` o
(4) 1/4" LAG SCREWS @ 1-1/2" � W/REC. CHANNELS
SPACING @ EA. GUTTER BRACKET �' • • • • o • TO NOTCHED POST j
PRE-FAB ONLY & {1) @ 12" O.C. MAX- M{N FASTEN .090 REC. CHAN. TO q
1" x 2" x 0,045" OPEN EMBEDMENT SHALL BE 2" SHALL BE 2" j POST UNDERSIDE OF 2X_ EDGE BEAM PROF S SEAL
BACK W/ (Z)#12 x 1-1/Z" CONTINUOUS EDGE BEAM W/(4) 410 SMS W/ 3/4"
@SEAM&ATGUTTER
MAY USE 2X2 IN L[EU OF ` STAGGERED W/(Z)#10 SMS W/ ENGINEER OF RECORD:
@ 24" O.C. �`ti T@1D�N PURLIN ATTACHED TO EAVE 3{4" INTO SIDE FLANGES /y
1X2, USE #10XZ-1/2" 53 p1. �, PBI.Y� RAIL W/2"x2"x0.125" NOTE: EDGE BEAM (SEE SHEET S-2 David V Y . Smith P.E.
TEES, SAME PATTERN (Sb INTERNAL RECEIVING FOR SIZE) SHALL BE ORIENTED IN FLORIDA LICENSE: 53608
APPLIES ,�y4� CHANNEL OR EXTERNAL 0,125" DIRECTION SHOWN REC. CHANNEL m7,,, T
NOTE: FOR PURLIN USE 2" x 00 ti�ry ANGLE CLIP ATTACHED W/(3) .111 MIN., SAME WIDTH AS BEAM TYP. Thomas L omas L. Hanson P.E
2"xY,"XALUMINUM ANGLE BEAM OO NOTES: #12x3/4" SMS EA. LEG OPTION #2
FLORIDA LICENSE: 38654
w/ (4) #12 x 3/4" SMS INTO OR
PURLIN ON EA SIDE & (4) PURLIN
00
12X1-1/2"INTO GUTTER
O
O
2" x 2" x 1/8" X ALUMINUM
THE HOST STRUCTURE SHALL
ANGLE w/ (4) #12 x 3/4"
HAVE AT LEAST A 2"X4"
SMS INTO BEAM ON EA SIDE
FASCIA AND ROOF TRUSS
EA. LEG
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND 1F
2"X2"X0.062" RECEIVING
(4) #12 x 3/4" SMS SMALLER- CONTRACTOR
CHANNEL W/ (2) #10X 3/4"
INTO GUTTER EA SIDE SHALL BRING STRUCTURE UP
EA SIDE TO COVER EXPOSED
TO A 2"X4" FASCIA AND
BEAM
ENSURE LESS THAN A 2'-0"
OVERHANG.
BEAM
"B"
"N"
"N1"
' S1"
S2"
S3"
'S4"
2X5
16
5
4
1 J"
1j"
10"
5"
2X6
18
6
5
1"
1
12"
6"
2X7
20
6
6
1"
1"
14"
7"
2X8
24
7
7
1
1j"
16"
8"
32
10
8
1
1j"
18"
9"
X9 H
[2X1X9
32
10
8
1�"
1j"
18'
9"
0
40
13
9
1
�"
20"
10"
1. " N "NUMBER OF SCREWS IN ANY
2"x3" EAVE RAIL
T r
DIRECTION.
i
Ian J. Foster P.E.
2. TOTAL NUMBER OF SCREWS PER
JOINT EQUALS 4 TIMES "B".
1-1/2"x6"0.125" FLAT
2g
FLORIDA LICENSE: 93654
3. PLATE WIDTH SHALL BE
BAR W/ 6 #120/4" SMS
i
7
DETERMINED FROM ANGLE OF
3@ EAVE RAIL3@ POST
O
Joel Falardeau P.E.
BEAMAND MIN. SPACE REQUIRED.
FASTEN RECEIVING
PURLIN
\LORIDA LICENSE: 70667
4. GUSSET PLATES EXTERNAL.
CHANNEL TO
5. INTERNAL SCREWS FOR PURLIN
BOTTOM OF EAVE
O O
0.060" RECEIVING CHANNEL
7'
Erik Stuart P.E.
CONNECTION MAY BE INCLUDED IN
RAIL W/(4)
(1"x2" x POST SIZE)
TOTAL NUMBER OF SCREWS.
#12x3/4" SMS
I
ATTACHED TO POST
FLORIDA LICENSE: 77605
6. GABLE SPLICE WILL HAVE THE
W/(3) #12x3/4" SMS EA. SIDE
SAME PATTERN.
-OR11
FBC Plans & Engineering
GUTTER BRACKET & BEAM ATTACHMENT DETAIL ALUMINUM UPRIGHT usE 2 x2 Xo.12s ALUMINUM ANGLE
A SCALE: N.T.S. BOTH SIDES OF POST ATTACHED Services, Inc,
#12 SMS BEAM SPLICE GUSSET DETAIL j W/(3) #12x3/4" SMS EACH LEG. 5344 9th Street
SCALE: N.T.S.
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Zephyrhills, FL 33542
SCALE: N.T.S. Ph# (813)838-0735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.corn
BEAM SCREWS
2( C.O.A. #29054
" X 4" SMB 6
2" X 5 "SMB 6
2" X 6 "SMB 8
2"X7"SMB 8 DATE: 08/16/2023
2" X 8" SMB 10 j
2" X 9" SMB 10 DRAWN BY: ST
2" X 10" SMB 12
2X3 PATIO 4 REVISION: DATE:
HINGE LOCATION / OPTION #1: 2" x PURLIN DEPTH RO 1
FOR SLOPED BEAMS, i .090 RECEIVING CHANNEL W/ (6) l l BOTH ENDS SIMILAR
MAINTAIN ALL SCREW SPACING , 412X3/4" EA. LEG ATTACHING RO 2
2" x 2" EXTRUSION 2" x 2" EXTRUSION FROM EDGE OF BEAM r PURLIN TO BEAM OR EAVE
--SELF-MATING BEAM MEMBER RO 3
l l
SHALL BE NOTCHED
DOOR FOR UPRIGHT I I / RO 4
HINGE LOCATION 2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN OPTION #2: (ALT.): /
ON S-2) - ATTACHED TO BEAM w/ FASTEN (1)414 X 5" SMS ON BOTH
Job# 23_0816_210
(4) 1OX 2" SMS INTO SCREW O SIDES OF THE PURLIN THRU THE ( /
BOSS it _ / ';, PURLIN INTO EACH RESPECTIVE / PROJECT ADDRESS.
® ®� / / EAVE RAIL/BEAM LOCATION TYP. w L� N
1" X 2" OPEN BACK EAVE t i i. f f
RAIL ATTACHED TO Oil �' 6629 BAR S BAR TR
HINGE LOCATION UPRIGHTw/(2 — — — — ZEPHYRHILLS, FL 33541
#10 x 1 Y2" SMS INTO SCREW L
BOSS
#10 X 1 Z" SMS 24" C/C
NOTES: #10
(MIN) UPRIGHT SCALE: N.T.S. CONTRACTOR:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. #14X 3/4" SCREWS
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. (SEE TABLE ABOVE) AFFORDABLE RESCREENING
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A 1100 N 50TH STREET, UNIT 16
1" x 2" x 0,044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM TAMPA FLORIDA 3361
END OF THE UPRIGHT.
ROOF BRACING CONNECTION DETAIL
OF TYPICAL SCREEN DOOR CONNECTION DETAIL E SCALE: N.T.S.
SCALE: N.T.S.
UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES DETAILS
SCALE: N.T.S.
S-) - 3
RECEIVING CHANNEL W/ 4" GUTTER BRACKET @ UPRIGHT
#14 X 4 SMS 1 1/4 • NEOPRENE
24" O C. (3) #10 SMS
WASHER @ 8' 0 C PER PANEL @BOTH CONNECTION SECONDARY ANGLE MIN
__-_-_-__-_-__-_-_-_ POINTS 0.125"THICK(NOT `4+ (}
(4) #10 X 3/4" SMS m®®ram'
- REQUIRED FOR 2X3 w®�
OPTION #1 SOLID ROOF- _ = _ FASTENING SECONDARY MEMBER �
ON GUTTER LIP - _ - _ - ANGLE TO COLUMN (TY )
_.._.._.._-_ 00
EACH SIDE) PRIMARY 2"X2" Cm� a�
_ _ _ _ X 0.125" ANGLE'
(B) - CONCRETE SCREW
OPTION #2 SOLID ROOF o ® 0 ANCHOR INTO SECONDARY Uj 0
ON GUTTER FACE w 5" OR 7" SUPER (2) #10 X 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
ANGLE(TYP EACH SIDE) (SEE Q
`- - GUTTER (TYP EACH SIDE) 4
_ TABLE) O �
�®
RECEIVING CHANNEL W/ p
uPelsaroRssAM 1" X 2" BASE MEMBER fiI
f -SNAP OR SELF
USE CONCRETE TAPCON FOR(TYP EACH SIDE)
2 #12 X 1" SMS 1-1/4" NEOPRENE KICK UMINU
( ) / (2) 3/$" X 2 1/2" MIN. ATTACHED TO AI,UM7NUM HOLI,O OR
WASHER @ 16' O.C. TO FACE OF GUTTER MEMBER w' 24 O "oLl.ow ANCHOR SPA "
LAG SCREWS 24" 0 s @ L4 ac 1 CONCRETE SCREW SEE PR AL
#10 X 1 }" SMS, ( (MIN) (TYP)(SEE TABU)() (SEE
NEOPRENE WASHER C� 8" O.C. PER oL,44' TABLE) ANCHOR INTO PRIMARYPANEL TOP AND BOTTOM OF SOLID ROOF CONCRETE APPLICATION IN LIEU ANGLE AND @ 1/4" 0 CONCRETEENGINjEE RD:
dFWddDAPPLICATION)KICK PLATE ATTACHED TOALUMINUMMEMBER 3"(MIN)SCREW ANCHOR@ David W. Smith P.E.
SCALE:NT$ r r
24° O.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608
SMS @ 8" O.C. (TOP AND BOTTOM)
EXISTING HOST NOTES: (TYP EACH SIDE)
FOR COMPOSITE PANEL: #10
STRUCTURE (WOOD 1/4"& 3/8" 0 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
OR MASONRY) Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FOR RISER PAN: (1) #10 SCREWS FLORIDA LICENSE: 38654
PER 12" WIDTH CONNECTING PAN Column Anchor 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING r
1MIN) SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW Ian J. Foster P.E.
(MIN) TO HEADER (TOP) OPTION #1 OPTION #'L Size B Min. Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
(2) #10 SCREWS PER 12' FLORIDA LICENSE: 93654
WIDTH CONNECTING PAN--7 7------- 77 ------------ (4)#10x1/"SMS RECEIVING CHANNEL 2x3 1/4" 0' LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE,FOOTING
TO HEADER (BOTTOM OR _ - _ - _ -: SOLID ROOF- 7 ' - - INTO SCREW OR ANGLE EA. SIDE (typ) 2x4-1 /4" 1 WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E.
BACK OF PAN) WOOD _ _ - _ - _ - _ -_ _ -_ _ _ _ - _ -_ _ _ BOSSES (.0625" THICKNESS] 2�5 1 /4' 1 3" 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE L1STE FLORIDA LICENSE: 70667
APPLICATION ONLY - - - - _ - _ = _ = _ 2x6-3/8" 1 4" ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
2x7-3/8" 1 5" BY ENGINEER.
FOR WOOD: Erik Stuart P.E.
FOR RISER PAN: (4) #10 SCREWS 2x8 3/8" 2 4. CONNECTIONS
CORNER POST SHALL REQUIRE SAME BASE
(2) #10 X 2" SCREWS PER 12" WIDTH PER 12" WIDTH CONNECTING PAN = _ _ _ _ ® _ _ _ = 2x9-3/8" 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE. FLORIDA LICENSE: 77605
CONNECTING HEADER OR CHANNEL TO TO HEADER (BOTTOM) 2"X2" OR 2"X3" (2) #10x 3/4" SMS 2xl 0-3/8'' 2 4.5" 5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
FASCIA. CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" O X 3" LAG FBC Plans &Engineering
PURLIN OR GIRT (typ) EA. LEG)
FOR CONCRETE. SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
BREAK FORM HEADER (TOTAL 6 SCREWS R.C. (8)
1/4"X3" MASONRY ANCHORS 24" O.C. (2) OR RECEIVING SCREWS ANGLE EA. 6. 2XZX.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
ROWS STAGGERED CONNECTING HEADER OR CHANNEL MIN .090 CONNECTION) MEMBER. 5344 9th Street
CHANNEL TO HOST. (� 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills, FL 33542
C SOLID ROOF TO HOST DETAIL PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: N.T.S. Ph# (813)838 0735
J SCALE: N.T.S. SCALE: N.T.S. Fax# 1-(866)824-7894
i E-mail-erb@fbcplans.com
0.125" STAINLESS Website-www.fbcplans.com
STEEL CABLE o OPTION #1 2500 PSI C.O.A.429054
CONCRETE W/WELDED
3 1/2" (4" NOMINAL) - v WIRE OR FIBERMESH 5"
SLAB MINIMUM - MIN.
1" X 2" X 1/8" ANGLE DATE: 08/16/2023
3/8" 0 x 3" MASONRY �: �:� (4)#12 X 3/4" SMS 0 0 0 0 1/8" ALUMINUM
ANCHOR (TYP TOP AND SIDE PLATE @ 45" DRAWN BY: ST
#12 SMS W/ 1"0 NEO-WASHERS RISER PAN., OPTION #1
OPTION Z"x2"x125'CLIP MAY BY ANGLE W/ 1"
REVISION: GATE:
@ 8" O.C. (USE SCREW LENGTH
(4) #10 SMS W/ PLACED ON TOP OR SIDE OF DECK r BREAK @ 90° W/
3/4" WASHERS W/ (2) 1/4"X 3" SLEEVE ANCHOR i9)
5/16" F.YE BOLT RO 1
EQUAL TO COMPOSITE PANEL @ 2" EDGE DISTANCE FROM TOP 5/ LOCK NUT &
PER12"PANELTHICKNESS PLUS (1) INCH) obOR SIDE OF CONCRETE. ® ® WASHER EA SIDEDOUBLECOMPRESSION OA. RO2
SEE DETAIL C2 FOR SLEEVES � /"DIA.SMB/PATIO 71 RISER PANS STAINLESS #14 X 3/4 SMS- RO 3
@1" O.C.
END BEAM 4" NOMINAL SLAB �" STEEL CABLE RO 4
PER PLAN Detail C2 MINIMUM 3/8"WELDEDSTAINLESS OPTION #3
(4) #10 X 4" STEEL EYE BOLT lob# 23_Qg16_Z ZQ
i
INTO SCREW
S (2)1/4" 0 x 3" MASONRY 3 2500 PSI CONCRETE p
� � W/WELDED WIRE 7 (8)#14X3/4SMS PROJECT
PATIO I ONTINUOUS EDGE BEAM ANCHOR (MIN 2-3/4' OR FIBER -MESH Side View 1" 0 (MIN) WASHER i�L•�jl✓IQ►
UPRIGHT EMBEDMENT) BENEATH NUT i
OPTIONAL 1" X 2" FASTENED OPTION #2
PER PLAN i I 4" SLAB ONLY) l 6629 BAR S BAR TR
Detail C3 To Cot vMN WITH (z) #10 x z'
j POST I SMS INTO SCREW BOSSES 0 0.12S" STAINLESS 2500 PSI CONCRETE / ' — ZEPH YRHILLS, FL 33541
(2) - 1/4" 0 MACHINE I AND FASTENED TO EDGE I b p STEEL CABLE W/ WELDED WIRE ® 0 0
BOLTS WITH 3/4" 1 I BEAM WITH (1) #10 X 1-1/2" 1 F TOP OF OR FIBER -MESH
WASHERS THROUGH 1 SMS WITHIN 6" OF COLUMN CONCRET • 3/8" 0 ADJUSTABLE EYE. CONTRACTOR:
POST AND EDGE BEAM AND @ 12" O.C. MAX Top View oil BOLT FOR CABLE AFFORDABLE RESCREENING
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.' o ® TENSION 1100 N 50TH STREET, UNIT 16
SEE DETAIL C3 FOR ALTERNATICE END BEAM CONNECTION TO PATIO UPRIGHT OPTION #2
8" X $" FOOTER MIN. O - 0 1/8" 0 STAINLESS TAMPA FLORIDA 33619
NOTE: WHEN USING OPTION #2 STEEL CABLE
ROOF PANEL TO EDGE/END BEAM CONNECTION DETAIL . "a
SCALE: N.T.S. CONNECTION CABLE MUST BE
1-112" X 5-1/2" ALUMINUM OPTION #3 WITHIN 6" OF CORNER OR PRIMARY
STRAP W/ (2) 1/4 " 0 X 3" (USE WITH FOOTING) MEMBER. PERIMETER FRAMING Z"X2"X 1/8" EXTRUDED ANGLE DETAILS
MASONRY ANCHOR ON 45` ANGLE
(MIN 2-3/4" EMBEDMENT) CABLE CONNECTION AT CORNER a
SCALE: N.T.S.Side View
OPTION #1
2X2 (OR) 1" x 2" x 0.045"
OPEN BACK W/ (1)#12X
2-1/2" EA SIDE THRU
ANGLE & 3" C-CHANNEL &
(1)#12X 2-1/2" @ 12° D.C.
2" x 2" x 0,0625" ALUMINUM
ANGLE w/ (4) #12 x 3/4" SMS
INTO PURLIN ON EA SIDE &
#10 X 3/4" SMS 1" NEOPRENE WASHER
@ 8" O.C. TOP ATTACHING C-CHANNEL
TO COMPOSITE ROOF
3"COMPOSITE
ROOFPANEL
#10 X 3/4" SMS 1" @ 24" O.C. BOTTOM
ATTACHING C-CHANNEL TO
COMPOSITE ROOF
H 1 PURLIN TO C-CHANNEL ATTACHMENT DETAIL
SCALE: N.T.S.
Z" X _ END BEAM (SEE E X ISTINGMASONRY WALL
SHEET S-2 FOR SIZE) GROUTED SOLID @
— — CONNECTION
SLAB HEIGHT TYP. (MIN. 4`)
SEE, NOTE 5
. e •' SEE SHEET S-2 FOR
a FOOTING & SLAB SIZE
H„
REBAR AT
W/ 25" 1" PER FT MAX FOR 2'-0"
®' OVERLA AT ALL JOINTS ON 3" MIN BEFORE STEEPER
SLOPE
CHAIRS (SEE CHART FOR REBAR
SIZE & QUANTITY) SLAB HEIGHT TYP.
(MIN. 4")1
MONOLITHIC SLAB
:I SLAB
}
. SEE NOTE 5
„H„
REBAR CONTINUOUS W/ 25"
OVERLAP AT ALL JOINTS ON 3"
CHAIRS (SEE CHART FOR
WREBAR SIZE & QUANTITY)
LINEAL RIBBON FOOTING
NOTES FOR ALL FOUNDATION TYPES:
REBAR BY FOOTER WIDTH
"H"
"W"
#5
REBAR
QTY.
#4
REBAR
QTY.
8",10",12"
8,
1
1
81, 10", 12"
10"
1
1
8', 10", 12"
12"
1
2
8', 10 1.2'
16"
3
4
MIXED
(CONTRACTOR MAY USE #5 OR #4)
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500
PSF. THE BEARING CAPACITY OF THE SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO
ANY POURING OF CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND COMPACTED PRIOR TO
POURING OF ANY CONCRETE.
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
4. HEIGHT AND WIDTH ARE INTERCHANGEABLE EXCEPTION 1.2" WIDTH X 16" HEIGHT IS NOT
APPLICABLE
S. WHEN PINNING TO EXISTING ACCESSORY STRUCTURE CONCRETE USE (1) 12" #5 REBAR W/
6" EMBEDMENT @ 48" O.C(
FOUNDATION DETAIL
SCALE: N.T.S.
%� 1
C) E A
C)0.
t�
PROFE I EER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
Ian J. Foster P.E.
FLORIDA LICENSE: 93654
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th Street
Zephyrhills, FL 33542
Ph#(813)838-0735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
0
DATE: 08/16/2023
00
— — —
DRAWN BY: ST
REVISION: DATE:
2" X 2 " X 1/8" X BEAM
DEPTH" RECEIVING
RO 1
CHANNEL W/ (1) 1/4" X T'
CONCRETE ANCHOR INTO I i/4"q X 2-1/2" MASONRY
RO 2
WALL & (4) #10 X 3/4" SMS SCREW 3" FROM END & @
RO 3
EACH SIDE INTO BEAM 24" O.C.
OPTION #1
RO 4
2" X_ END BEAM (SEE
Job# 23_0816_210
SHEETS-2 FOR SIZE)
PROJECT ADDRESS:
= EXISTING
MCEWAN
MASONRY WALL
6629 BAR S BAR TR
= GROUTED SOLID @
— — — — I CONNECTION
ZEPH YRHI LLS, FL 33541
2" X_" END BEAM
ATTACHED TO 1" X 2" OPEN I
BACK W/ (4) #10 X 2" THRU I
CONTRACTOR:
SCREW Boss I
AFFORDABLE RESCREENING
1/4"vO X 2-1/2" MASONRY
i SCREW 3" FROM END & @
1100 N 50TH STREET, UNIT 16
24" D.C.
TAMPA FLORIDA 33619
OPTION #2
i
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS
DETAILS
THAT OF MASONRY ANCHOR SCREWS.
�+ END BEAM TO HOST CONNECTION DETAIL
J SCALE: N.T.S.S-5
ROOM
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