HomeMy WebLinkAbout23-6262Address: 6640 Cobble Bliss St
ZEPHYRHILLS, FL 33541
City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 05/23/2023
Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Building Valuation: $10,500.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $10,503.00
Total Fees: $138.75
Amount Paid: $138,75
Date Paid: 5/23/2023 12:40:05PM
CONSTRUCT SCRN ENCLOSURE 17 FT X 23.7 FT ON EXISTING SLAB
I
6640 Cobble Bliss Street
$46,25
or s of is county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain fl-uviTc 91^; ::-.lillt V " Vii 1, r —�
-V N70W.V$.rzr-7W YrumTMormea it]
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
4-4- --- CONTRACTOR SIGNATURE
PEJAIT OFFICE'
0 : 11 A K 11:1011111� Mo TRIM
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIREJ
PROTECT CARD FROM WEATHER
813-780-0020 City Of Zi'phyrhills Permit Application Fax•813-780-0021
Building Department
Date Received —
ecPhan$ CDRtaGt far PermitttRg —
g lists x _
Owner's Name r1 i9 ! > Owner Phone Number
�q
Owner's Address tit, ( Owner Phone Number��
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �I
LOT #
d !
SUBDIVISION '� °d3y i`8) � „�7'
PARCEL_ ID# - 013b-
CONSTR
WORK PROPOSED ElINSTALL
INSTALL
( ADD/ALT ��
(OBTAINED FROM PROPERTY TAX NOTICE) t
SIGN ^'t
CJ DEMOLISH
REPAIR
PROPOSED USE SFR
= COMM
OTHER
TYPE OF CONSTRUCTION a BLOCK
Q FRAME
STEEL
DESCRIPTION OF WORK �( f ° "pr}
BUILDING SIZE SO FOOTAGE
HEIGHT
1LDlNG "'''�iiT
t
w
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ _ `l
AMP SERVICE
PROGRESS ENERGY Q W.R.E,C.
OPLUMBING #6 �
=MEGHANtCAL $� VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA
L_ M/VQ
YES NO
G �Se%-Iv
. , ,. t rcc 1—MN - — YI ) N i I
Address t
License # & , ( is i A �
ELECTRICIAN
SIGNATURE COMPANY
REGISTERED YIN FEE OURREN Y ( N
Address --.•--
License #
PLUMBER COMPANY
SIGNATURE
REGISTERED Y / N FEE CURREN TY I
Address
MECHANICAL
SIGNATURE COMPANY
Address
REGISTERED Y J N FEE a.RREN Y I N
License #
OTHER
SIGNATURE COMPANY
REGISTERED LT==l FEE CURREN YIN
Address --
saee :ALa as aaaa:e�e �.tsOxR as .. &#D @ -.::,
RESIDENTIAL Attach {2} Plot Plans; {2} sets of Suilding.Plans; (1) set of Energy Forms; R_O.W permit for new construction,
Minimum ten (10} warning days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
COMMERCIAL A
Sanitary Facilites $ 1 dumpster; Site Work Permit for subdivisionsnarge projects
ttach (2) complete sets of Building Plaits 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 mite, Construction Plan Stom waf@r Plans wt Silt Fence Instated,
Sanitary )set of 8 1 Engineered
ar. Site Work permit for all ttew projects. All commercial requirements must meet compliance
SIGN PERMIT Attach {2} sets of Engine@rad Plans.
****PROPERTY SURVEY required for all NEW construction.
Darections:
Fill -out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is n .imd_ tsre ra b ioR Q. sasoai
age„c {far ma �oae.actor} a.. Power etRitomey (tor ine owner) wouia De someone with notarized letter from owner authorizing same
OVER THE: COUNTER PERMITTING (copy of contract required)
Reraofs if shingles Sewers Service Upgrades AIG Fences (PlattSunreylFoataga)
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 maybe subject to"deed' restrictions' which maybe 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 IMPACTIUTILITIES 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 9"7, 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 mustbe paid PdOrk, receiving a 'Certificate OfoccupanW Or final Power release. Ifthe projectdoes, 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 Stabiles, 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 Lion 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 of Environmental ProteCtlon-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Elayheads, Wetland Area 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,
compensating volume' i
- If the fill material is to be used in Flood Zone 'K, it is understood that a drainage plan addressing a
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.
Iff am the AGENTFOR THE OWNER, I Promise in fill, an
to Infiltra the Owner ofthe 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 H 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
-LORMAJURAT(F-S �117_03)� MENCEMPKm
94 1 �M
is/are Personally know to -a orhasfiave P.
as identification,
Public
comn,raslon
Name of V.—ta—,, typed, printed -1 stamped
CONTRACTOR
Subscribed and sworn r a
Who istare personalty Im to me or hasthave produced
s identification.
_JII'' 1 1 I,UELINE BOGES
CICI oII M mmission # II 328572
r
INSTR#2023086670 OR BK10818 PC31 276 page 1 of 1
05/15/2023 01:22 PM Rcpt: 2583466 Rec: 10.00 DS: 0.00 IT 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel ID No i, -A 130 Of II
NOTICE OF COMMENCEM
State of County of 76icg
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with Cl;ptgr 7�3 Florida Statutes,
the following Information is provided In this Notice of Commencement: lntf-d /-Ot -QAM0-Wq0
1. 1
Description of Property: Parcel Identification NOVVZV"�o 5aavu,600 Z 4 <-A 2j�,,4-J �e(X�f a �k-or I
Street Address: L-L)71 "A-1
General Dagerlption of Improv ennent :7w—s L�,// 'v 7 3
Owner InIDMIation or Lessee
M
Interest In Property: n _1JQ 0*-
if the Lessee contracted for the improvement
.bow M W 7-A 6 01 (!-
City
am
Name of Fee Simple Titleholder.
(it different from Owner listed above)
Add city State
C Contractor. —V C(
W111111
Contractor's Telephone No.: Z /4' 0 - Two f
5. Surety:
Name
Amount of Bond:
6. Lender.
A, 33SVo
State
City state
Telephone NO.:
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7), Florida Statutes:
Name
Address city State
Telephone Number of Designated Person: 1
8, In addition to himself, the owner designates I of
to recerv4 copy of the Lienor's Notice as provided In Section 713.1 3(1)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement (the expiration date may not be before the compg1l I of constructil and flZI payment to the
re contractor, but will be one year from the date of cording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIW.WOTMORAECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the fom; notice an am and thereinare true to the has,
that the to
of my knowledge and belief. V%" W facts stated
STATE OF FLORIDA
COUNTY OF PASCO
lgrar '. 0. , or Lessee. or 0. 's orLessee's Authorized
The foregoing Instrument was acknowledged before me this G day .f_2pta1_20_Z3,by La 2,C.�CT_� r `�qt 0 �
(type of authority, e.g., officer, trustee, attorney in fact) for
par
(name of on behalf of whom instrument was executed).
Personally Known 0 OR Produced dentrication";a< Notary Signature r
Type of Identification Produced Ekx't6s L I ic- Name (Print) 7 Fakor'\ CA tajcL
wpdato/bes/notirecommencement_pcO53M
FAWN OLERUD
NOI&rypubik State OfFlorlda
COm-lSwn # HH 144045
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BOUNDARY & AS -BUILT SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 19, BLOCK 10, SILVERADO RANCH SUBDIVISION PHASE 5B
AS RECORDED IN PLAT BOOK 81, PAGE(S) 69-73, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
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DHI TITLE OF FLORIDA, INC.
DHI MORTGAGE COMPANY LTD.
DHI 11TI-E INSURANCE COMPANY
RONALD J MANZIONE & DEBORAH M MANZIONE
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I ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD
/ERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE
rURVEY, IF ANY,
1. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUNk
�N 09-23-22, UNLESS OTHERWISE SHOWV.
110 UNDERGROUND IMPROVEMENTS HAVE BEEN
OCATED,
. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED
k RECONSTRUCT THE BOUNDARY LINES,
ELEVATIONS ARE BASED ON PASCO COUNTY BENCHMARK
ELEVATION 99,82 NAVD 1988 DATUM.
TREES SHOWN HEREON WERE IR
CUENT AFTER THE COMPLE11ON OF THF
I
CENTERUNE
RIGHT OF WAY LINE
DRAINAGE FLOW
EXISTING ELEVATION
A/C AIR CONDITIONER
= CONCRETE
CAW CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
CS KlCRONCREETTEE WALK
F E,& FEDERAL EMERGENCY
E NCY MANAGEMENT AGENCY
F-f-R,M. FLOOD INSURANCE RATE MAP
ID IDENTIFICATION
LB UCENSED BUSINESS
LS LICENSED SURVEYOR
D&UE DRAINAGE & UTILITY EASEMENT
POE PRIVATE DRAINAGF FA'-gFMFNT
30,
mgw—_8�6I
0 15 30
I
SET 112' IRON ROD AND CAP
LB #6393
FOUND NAIL AND DISC
LB M93
fl
FOUND NAIL AND DISC
LEI #7073
0
FOUND 112- IRON ROD AND CAP
LB #701
(P)
PER PLAT
PC
POINT OF CURVATURE
Pcc
POINT OF COMPOUND CURVE
PCP
PERMANENT CONTROL POINT
PI
POINT OF INTERSECTION
PK
PARKER KALON
PGC
POINT ON CURVE
POL
POINT ON LINE
FRG
POINT OF REVERSE CURVATURE
PRM
PERMANENT REFERENCE MONUMENT
Psm
PROFESSIONAL SURVEYOR AND MAPPER
PT
POINT OF TANGENCY
SO. FT. SQUARE FEET
S/W
SIDEWALK
TYP
TYPICAL
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. 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 I,- 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 3/9",
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-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 1-13 - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INCWASHINGTON 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 412 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. I'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 & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
i . 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.
3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOUT, PORTECT OR APPROVED
EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL 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 #5 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 A] 53.
M ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G- 185.
11. 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, & 1-B
ASTM C94
ASTM C 150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A 185
FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16, 20 & 23),
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL T140SE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1, TYP --TYPICAL
2, SIM -- SIMILAR
3, LION -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5, VIF --VERIFY IN FIELD
G. RESPONSIBILITY:
I. ALL SITE WORK SHALL BE PER -FORMED 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 7TI-1 EDITION R 4501.17 IN
ITS ENTIRETY.
3. DOOR LOCATION'S MAY BE DETERMINED I_NTHE 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.
5, SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
6. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN
EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT
PURPOSES.
SCREEN ENCLOSURE
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF:
9 PST
SCREEN WALLS (WINDWARD):
32 PSF
SCREEN WALLS (LEEWARD):
26 PSF
SOLID ROOF:
N/A
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
130 MPH
Thomas L. Hanson RE
101 MPH
1
FLORIDA LICENSE: 38654
C
Ian J. Foster P.E.
FLORIDA LICENSE: 93654
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE
STRESS DESW-YN: 0.6
7. LIVE LOAD:
300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PST VERTICAL DOWNLOAD ON SOLID ROOF.
8. SCREEN ROOF TYPE: MANSARD
9. SOLID ROOF TYPE: N/A
10- EXISTING SLAB (MIN. 4" SLAB) MEETS THE REQUIREMENTS TO RESIST THE UPLOADS
FOR THE PROPOSED STRUCTURE.
F.-I jula I Mu=#H&q"l gla-ma I No 1 a
HOLLOW SECTIONS
2 x
2: ---------------------------------------2"
x
2"
x 0,044"
2 x
3: ---------------------------------------2"
x
3"
x 0.050"
2 x
4: ---------------------------------------2"
x
4"
x 0.050"
2 x
5: ---------------------------------------2"
x
5"
x 0.050"
3 x
3: ---------------------------------------3"
x
3"
x 0.125"
OPEN BACK SECTIONS
I x 2:---------------------------------------- 1" x 2" x 0.040"
1 x 3: ----------------------------------------1" x 3" x 0.045"
dimlly''JIMIXGURM
2 x 2 SMS:---------------------------------2" x 2" x 0.045"
2 x 3 SMS: ---------------------------------2" x 3" x 0.072"
2x4SMS: --------------------------------- 2" x 4" x 0.045"
3 x 3 SMS:--------------------------------- 3" x 3" x 0.090"
w4wirlyllufflFfivurf,
2x4SMB: ----------------------
2" x 4" x 0.044" x 0.100"
2x5SMB: ----------------------
2" x 5" x 0.050" x 0.118"
2x6SMB: ----------------------
2" x 6" x 0.050" x 0.120"
2x7SMB: ----------------------
2" x 7" x 0.057" x 0.120"
2x8SMB: ----------------------
2" x 8" x 0,072" x 0.224"
2x9SMB: ----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB: -------------------
2" x 10" x 0.092" x 0.374"
TUBE SECTIONS
2 x 2: ---------------------------------------2" x 2" x 0.090"
1 GENERALNOTES
f- DRAWING
3 DETAILS
4 DETAILS
ALL WORK SHbALL -r,
tXr,01PLY WITH F
CODES FLORIDA BUILDING CODE,
IINATIONAL ELEC; TMC CODE,
AND THE MY 097 ' 7 P P F H Y R ire US,
ORDINANCES
V LJA C-1
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k IAN
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V*t'
Services, Inc.
5344 9th Street
Zephyrhills, FL 33542
Ph4 (813)838-0735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 04/11/2023
DRAWN BY: ST
REVISION: DATE:
RO I
RO 2
RO 3
RO 4
- MR---
"MA110111-1411110
MANZIGNE
1640 COBBLE BLISS ST
ZEPHYRHILLS, FL 33541
PURUN
OPTION #2 (ASTER
UPRIGHT WEB LAPPED OVER PURLIN
OPTIONAL W/ (4) #10X3/4"SMS EACH SIDE---\
NOTE: 2"x3' SPECIAL MAY BE USED IN LIEU
2" x _PURLINS (SEE S-2 FOR 1/B"(11 GA.) ALUMINUM OF 2"x2" W/1"x2" COMBO
jj SIZE)ATTACHED TO BEAM PLATE (2X HEIGHT) GUSSET
w/MIN (4) #10 x 1 Y2" SMS r 2" x 2" 0.045" EAVE RAIL MEMBER 0
B #12 SMS (UNLESS OTHERWISE NOTED ON
NOTE: ZX4 SMB BEAM ONLY REQUIRES 4"1 i
5" OR 7"X 6" WIDTH X 0.250" S-2) ATTACHED TO PURLIN W/ (2) JI� :z
WIDTH GUTTER BRACKET W/ (2) 1/4" S
EXTRUDED GUTTER BRACKET @ #10 X 4" SMS THRU SCREW BOSS
LAGS
EA. BEAM W/ (4) #12 X 3/4 %
SMS INTO GUTTER LIP • 1"X2"X0.04S" OPEN BACK (4) 1/4' LAG SCREWS @ 1-1/2" N
Ft Q
••ASNEEDED � . ......
SPACING @ EA. GUTTER BRACKET ATTACHED TO PURLIN W/ (2 NOTCH POST
PRE-FAB ONLY & (1) @ 12" O.C. MAX- MIN #1 OXI-1/2" SMS INTO SCREW
1" x 2" x 0.045" OPEN EMBEDMENT SHALL BE 2" SHALL BE 2" B
0"
OPTIONAL
E
E
R
A IN
COMBO
0
ED H L
UF'
PURLIN
SIDE
LIEU
I F11A KET 1 J211 MEMBER
D ON
V/ (2
BOSS
BACK NG"' PC
2 AIN
REW
F_ BACK W/ (2)#12 x 1-1/2"
@ BEAM &ATG� , GUTTER 1"X2"X0.045" OPEN BACK PRO FE'S'� ONAL 11!�A`EER SEAL
4
MAY USE ZX2 IN LIEU OF @O.C. ATTACHED TO 2'X2"X0.04S" --UPRIGHT
IX2,USE#1X2-1/2" EAVE RAIL MEMBERJ ENGINEER OF RECORD:
TEES, SAME PATTERN PURLIN ATTACHED TO EAVE RAIL #IOXI-1/2" SMS
APPLIES @ 12" O.0 David W. Smith P.E.
A S P, W/2"x2"xO.125" INTERNAL
FLORIDA LICENSE: 53608
00 RECEIVING CHANNEL OR
BEAM 00 EXTERNAL 0.125" ANGLE CLIP
00 ATTACHED W/(3) #12x3/4" SKIS EA, LEG Thomas •L. Hanson P.El
NOTES: FLORIDA LICENSE: 38654
0
0
2" x 2" x 1/8" X ALUMINUM
THE HOST STRUCTURE SHALL
ANGLEw/ (4) #12 x3/4"
HAVE AT LEAST A 2"X4"
SMS INTO BEAM ON EA SIDE
FASCIA AND ROOF TRUSS
EA. LEG
SYSTEM. CONTRACTOR SHALL
THIS AND IF
2"X2"X0.062" RECEIVING
—VERIFY
(4) #12 x 3/4" SMS SMALLER -CONTRACTOR
CHANNEL W/ (2) # 1OX 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.
rA'GUTTER BRACKET & BEAM ATTACHMENT DETAIL
L "N" NUMBER OF SCREWS IN ANY 2"0" RAVE RAIL
Ian Foster P.E.
DIRECTION.
2, TOTAL NUMBER OF SCREWS PER 1-1/2"x6"xO.125` FLAT BAR
OPTION # J.
"B". W/ 6 #12x3/4" SMS
FLORIDA LICENSE: 93654
JOINT EQUALS 4 TIMES
3. PLATE WIDTH SHALL BE 3@ EAVE RAIL
0
Joel Falardeau P.E.
DETERMINED FROM ANGLE OF 3Ca)POST
BEAM AND MIN. SPACE REQUIRED,
PURLIN FLORIDA LICENSE: 70667
4. GUSSET PLATES EXTERNAL. FASTEN RECEIVING CHANNEL
0,060" RECEIVING CHANNEL
0 0
5. INTERNAL SCREWS FOR PURLIN TO BOTTOM OF SAVE RAIL
---
(1"x2" x POST SIZE) Erik Stuart P.E.
CONNECTION MAYBE INCLUDED IN W/(4) #12x3/4" SMS
ATTACHED TO POST FLORIDA LICENSE: 77605
TOTAL NUMBER OF SCREWS,
6. GABLE SPLICE WILL HAVE THE
W/(3) #12x3/4" SMS EA, SIDE
SAME PATTERN,
-OR-
USE 2"x2"0.125ineerin
" ALUMINUM FBC Plans & Engg
ALUMINUM UPRIGHT
�S-3OANGLE
TH SIDES OF POST ATTACHED Services, I
N.T.S.N�T�S� nc.
rB__�412 SMS BEAM SPLICE GUSSET DETAIL W/(3) #12x3/4" SKIS EACH LEG. 5344 9th Street
SCALE;NTS
\ S-3 / T SLOPED OR FLAT PURLIN Zephyrhills, FL 33542
RLIN UPRIGHT LAP DETAIL C Ph# (813)838-0735
SCALE: �S-3 Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
EDGE MEMBER Website-www.fbcpIans.com
(2) #1 OX4" SMS INTO SCREW
BEAM SCREWS OR PURLIN BOSSES FOR EDGE MEMBERS C.O.A.429054
2" X 4" SMB 6
2" X S "SMB 6 2023
2" X 6 "EMS 8 DATE: 04/11/
2" X 7" SMB 8 000
0.125" FLAT PLATE DRAWN BY: ST
HINGE LOCATION—- 2" X 8" SMB 10 OPTION #1 W/ (12)#IOX3/4" SMS
2" X 9" SMB 10
2" X 10" SMB 12 •OR (8) #14X 3/4" SMS REVISION: DATE:
2" x 2" EXTRUSION—, 2" x 2" EXTRUSION FOR SLOPED BEAMS, (MIN. 1/2" EDGE DISTANCE) RO 1
MAINTAIN ALL SCREW SPACING RO 2
HINGE LOCATION—, DOOR FROM EDGE OF BEAM EDGE MEMBER
1ELF-MATING BEAM OR PURLIN P03
%� SHALLBE NOTCHED
FOR UPRIGHT RO 4
2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN 0 1-1 job# 230411129
ON S-2) - ATTACHED TO BEAM w/—
(4) 10X 2" SMS INTO SCREW
1 0 BOTH ENDS SIMILAR PROJECT ADDRESS:
BOSS
HINGE LOCATION -T 0 Oil OPTION #1: 2" x 2" x PURLIN MANZIONE
I" X 2" OPEN BACK EAVE
RAIL AT -,/) T Oil DEPTH RECEIVING CHANNEL W/ 6640 COBBLE BLISS ST
Up--- "_' L (4) #10X3/4'EA. LEGATTACHING
NOTES: #10 x 112" SMS INTO SCREW PURLIN TO BEAM OR EAVE ZEPHYRHILLS, FL 33541
BOSS MEMBER
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. #10 X 1 X" SMS 24" C/C 060 REC. CHANNEL MIN, .
4" (MIN) UPRIGHT
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A #14X 3/4" SCREWSCONTRACTOR:
1" x 2" x 0.044" TO UPRIGHT W/#12 x I" SMS @ 12" O.C. AND WITHIN 3" FROM 1 (SEE TABLE ABOVE) PATRIOT SCREENS, INC.
END OF THE UPRIGHT.
OPTION #2 it
TYPICAL SCREEN DOOR CONNECTION DETAIL
rF
�S-3 SCALE:NTS
D UPRIGHT TO BEAM CONNECTION - ALL WIND ZONES L
SCALE:NTS DETAILS
�S-3 rE ROOF BRACING CONNECTION DETAIL
S-3 SCALE: N.T.S.
�
UPRIGHT
SECONDARY ANGLE MIN
(4) #10 X 3/4" SMS
0.125" THICK (NOT
FASTENING SECONDARY
/REQUIRED FOR 2X3
Iv
MEMBER)
ANGLE TO COLUMN (TY
EACH SIDE)
PRIMARY 2" X 2"
FASTEN 2"X2"X.125 ALUM. ANGLE
TO POST/EDGE BEAM W/
(B) - CONCRETE SCREW
ANCHOR INTO SECONDARY
X 0.125" ANGLE
1 (2) #10 X 3/4" SMS FASTENING
(-Z-
N #1 2X3/4" TEKS @ EACH CONNECTION POINT
ANGLE(TYP EACH SIDE) (SEE
----COLUMN TO PRIMARY ANGLE
BOTH SIDES
i
0 Cr
i
(TYP EACH SIDE)
FASTEN.090 REC. CHAN. TO
i OPTION #1
OPTION #2
TABLE) 0
BACKSIDE OF 2"XIT'EDGE BEAM
W/(5) #12 SMS W/ 3/4'
I
1 (4)#10 x 1 Y2" SMS
RECEIVING CHANNEL
1& 0
---_l X 2" BASE MEMBER
(TYP EACH SIDE)
STAGGERED
I INTO SCREW
ANGLE EA. SIDE (typ)
ANCHOR SPA
I PROFESSIONAL ENGINEER SEAL
W/(H) #12 SMS W/ 3/4"
BOSSES
/—OR
(.0625" THICKNESS)
(MIN) (TYP)(SEE TWABLIE).
(1) - CONCRETE SCREW (SEE
INTO SIDE FLANGES
I
TABLE) ANCHOR INTO PRIMARY
ENGINEER OF RECORD:
-13
I 2X"H"
3. (MIN)
3 MIN)
ANGLE AND @ 1/4"0 CONCRETE
SCREW ANCHOR @
David W. Smith P.E.
EDGE
24" O.C. BETWEEN COLUMNS
FLORIDA LICENSE: 53608
BEAM
@ 2"X2" OR 2"X3"_j (2) #10x 3/4" SMS
N
APPLY EDGE BEAM W1 REC. CHANNELS PURLIOR GIRT (typ) EA. LEG)
\—(TOTAL 6 SCREWS R.C. (8)
TO NOTCHED POST FASTS .090 REC. CHAN TO SCREWS ANGLE EA,
UNDERSIDE OF 2X EDGEBEAM CONNECTION)
W/(4) #12 SMS W/ 3/4"
CONTINUOUS EDGE BEAM--// \\—POST STAGGERED PURLIN OR GIRT TO BEAM OR POST DETAIL
W/(2) #12 SMS W/ 3/4"
INTO SIDE FLANGES SCALE:NTS
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.
KD REC. CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP,
EAVE RAIL TO POST ALT. CONNECTION DETAIL
—
S-4 SCALE:NTS
Column
Size
1/4"& 3/8"0
Concrete Screw
Anchor
B
Min. Spa
2x3-1/4"
0
7�
2)(4-1/4"
i
3"
2x5-1/4"
1
3"
2x6-3/8"
1
4'
2x7-3/8"
1
5"
2x8-3/8"
2_3"
2x9-3/8"
2
4"
2x10-3/8"
2
T-5"
NOTES: ( PEACH SIDE)
"B"
Thomas L. Hanson P.E.
1. NUMBER OF ANCHORS IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
Ian J. Foster P.E.
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 93654
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT.
Joel Falardeau P.E.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER,
Erik Stuart P.E.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE.
S. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC Plans & Engineering
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X21045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER, 5344 9th Street
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills, FL 33542
�S-4 SCALE:NTS Ph# (813)838-0735
CONNECTION MAY BE USED FOR TOP AND BOTTOM WHEN APPLICABLE Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
OPTION #12500 Psi NOTE: WHEN USING OPTION #2 CONNECTION CABLE MUST BE [--MIN. C.O.A.429054
0.125" STAINLESS CONCRETE W/WELDED WITHIN 6" OF CORNER OR
WIRE OR FIBERMESH 1/8" ALUMINUM
STEEL CABLEPRIMARY MEMBER. PLATE @ 45'
1" X 2" X 1/8"ANGLE ANGLE W/ 1 DATE: 04/11/2023
BREAK @ 90' W/
3 1/2"(4" NOMINAL)
SLAB MINIMUM (4) #12 X 3/4" SMS DRAWN BY: ST
S/16" EYE BOLT
3/8" 0 x 3" MASONRY (TYP TOP AND SIDE) W/ LOCK NUT & REVISION: DATE:
WASHER EA SIDE
ANCHOR
OPTION #1 P RO 1
5. (4"SLAB ONLY} OPTION #2 - A-36 STEEL CLIP 1/8" DIA. STAINLESS (9) #14 X 3/4 SMS
DOUBLE COMPRESSION MAY BY PLACED ON TOP OR STEEL CABLE @111 D.C. RO 2
SLEEVES TOP SIDE OF DECK W/ (2) 3/8"X 3"
SLEEVE ANCHOR
CONCRETE 3/8" WELDED STAINLESS RO 3
4" NOMINAL SLAB STEEL EYE BOLT (8) #14 X 3/4 SMS OPTION #3 R04
MINIMUM ___AV_
Side View job# 230411129
1" 0 (MIN) WASHER
1 3/8" 0 x 3" MASONRY BENEATH NUT PROJECT ADDRESS:
ANCHOR (MIN 3- 2SOO PSI CONCRETE W/
4" OPTION #2
MANZIONE
EMBEDMENT) (V SLAB ONLY) WELDED WIRE OR
FIBERMESH 6640 COBBLE BLISS ST
0.125" STAINLESS ZEPHYRHILLS, FL 33541
STEEL CABLE 2500 PSI CONCRETE W1
3
NA MINIMUM UM MASONRY JHOR
19) #1
MA
Y SIDE COMPRESSION t
SLEEVES
Top OF
CONCRETE 31W WELDED
M
WASHER UT
Y N
INRY
3/ IIIN #2 2SC
I�T12 "' STA
EEL CA,
TOP OF WELDED WIRE OR Top View /8"0 ADJUSTABLE EYE
I CONCRET FJBERMESH BOLT FOR CABLE TENSION
4" NOMINAL SLAB I CONTRACTOR:
OPTION #2 1/8" 0 STAINLESS
MINIMUM Gl I STEEL CABLE PATRIOT SCREENS, INC.
0 1-1/2" X 5-1/2'< 4' 4
ALUM.STRAP W/ (2) 3/8 A
"OX3" MASONRY- PERIMETER FRAMING-J
ANCHOR (MIN 3-3/4" X'X I
2'12"X 1/8" EXTRUDED ANGLE
EMBEDMENT) OPTION #2
ON 45'ANGLE
(USE WITH FOOTING) Side View
OPTION #1 DETAILS
J1 � CABLE TO FOUNDATION CONNECTION DETAIL rJ2 CABLE CONNECTION AT CORNER
SCALE:NTS -
SCALE: �S
-L-S
-4) 4