HomeMy WebLinkAbout21-3117W
City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BGC-003117-2021
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/08/2021
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.
IT, r a r�- allit i
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PEPT OFFICEC)
ITWOUT APPROVED INSPECTION
City of ZephyThIlls Permit Application
Building L5apartment
MORIMMUMM
°2,71
7 terrier Phone Number
usiner Phone Number
iwner Phone Number
Fee Simple Titleholder Address
.SOB ADDRESS � �" � � � � � ' :-� J : ?6 i ; f"t..r LOT It
SU< idtIIISION x )L7 t r� t 't-
PARCEL ID
, I.('k
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
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ADD/ALT � � SIGN
DEMOLISH
�
INSTALL
REPAIR
PROPOSED USE.
SFR
COMM OTHER
TYPE OF CONSTRUCTION
BLOCK
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FRAME STEEL
DESCRIPTION OF WORK
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BUILDING% SIZE
SQ FOOTAGE 't "} .- dj HEIGHT
BUILDING
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=ELECTRICAL
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AMP SERVICE PROGRESS ENERGY W,RX-C.
MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
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GAS
ROOFING SPECIALTY = OTHER
// 7
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA =YES NO
BUILDER
SIGNATURE..
COMPANY "�� 1i
REGISTERED Y % � FEE CURRCN Y NN. � •,.�.,••.
dress ) a = t
rL "i 't* License # 1 ,
ELECTRICIAN
SIGNATURE
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COMPANY t�
REGISTERED Y f P6 E CURREN Y 1 N'�
Address , .mod 7—f t ,,, "`lI `' E` Licenseff tk ,
PLUMBER
IRE E=:== COMPANY
PY 1 N FEE �CURR.NYlN M�
Address �... .__....�,.,..� �..,...�., �.�..�.. _"� License # L ,.«»...� �
MECHANICAE— L� COMPANY
SIGNATURE REGISTERED Y t N sae cuRR r 1 1 l �_
Address License #
OTHER COMPANY
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SIGNATURE REGISTERED Y ! N FEE ctuRREN Y ! N
Address License #
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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, Stormwpater Plans wl 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 PefTnit 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.
Glreetlons:
Fill out application completely.
Owner & Contractor sign peek of application, notarized
If over $2600, a Notice of Commencement Is required. (AdC upgrades over $7500)
Agent (for the contractor) or Rawer of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Ramofs R shingles Sewers Service Upgrades A/C Fends (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zqphyrhills Permit Application Fax-813-780.0021
Building D4partmenl
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to'deecr 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 ties 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- 80M
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 now buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County ordinance number 89-07 and 9ih07, as amended. The undersigned also understands, that
such fees, as may be duo, 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 Wit 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 identity 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, WaterMastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayhoads, 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 stern 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, posts, 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, frorn 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
FLORIDA JURAT (F.8, 117,03)
L.
OWNER OR AGENT-_4LFl, CONTRACTOR -!LL,?1'L--_
Stu pitipe and sworn to (or affirmed) before me this ,%o scribed Subscribed and sworn to for affirmed) before me this
by Who Ware pers or hasthave produced Who islare "parsort, "ll kqowrijome or has/have produced
ps Identification. identification.
__Notary Public
01111211111M
Nana -oTRo—ta6-typed, —printedo—r ii—amped--
'01110, STEPHANIE ARCS
4��,�State of Florida -Notary Public
Commission # GG 233648
� My Commission Expires
October 22, 2022
QF
Public,
Commission No.
Name aTKo—t5rytype ,prT4e—dor
"'0 STEPHANIE ARCS
State of Florida -Notary Public
Commission If GG 233648
My Commission Expires
October 22, 2022
License Holder: Will Griffin State License: ES12000419
1 100119 91 11
I hereby authorize the following individuals to act as my agent in all areas of permitting and licensing
procedure with the municipality to which this is presented.
Charlie Buff
Edward Krauss
Date Signed:
Contractor
County of Pasco
The foregoing instrument was acknowledged before me by means of X physical presence or
online notarization this 5th day of August 20 _ 21 by illiam
_QLiffin__ who X is personally known to me, or _ has produced as
identification and who did not take an oath.
f
J J
9M
STEPHANIE ARCS
State of Florida -Notary Public
Commission # GG 233648
My Commission Expires
..... October 22, 2022
13'- 7 1/4"
l2 - �45/r , 105- 3 5/8"
599
INGLE FACE CHANNEL LMER WALL SIGN:
-54" Logo/ 24" Channel Letterset
-Mounted on Aluminum Backer Panel
-Photo-Cell Mounted On CTE Logo
-1While LEDs
" il '*0 68 ScIiiiire F
gr 1W
I ASSOCIATES — SHER"N WILLIAMS
,., D. I Iffm ZEPHYRHILLS, FLORIDA
1771 INDLGTRIAL ROAD- DOTHAN, MABAMA-36303 USA YHEW
PH (888) 303-5534 - FAX (334) 836-1401
www,Wassooatesnc.com SHERWIN WILUAMS-ZEPI
COLORS:
Digitally Printed Logo
White Copy
Red- Match PMS 032
Blue- Match PMS 293
25- 0"
29-011
*411
112,
.040 Aluminum Returns
SW Dark Bronze
1 " SW Dark Bronze Jewelite
M_
GEPS12-60U-NA
Power Supply
3mm White ACM Backs
Weep Holes w/ Baffle
2 Minimum Per Letter
Bent Up .090 Alum.
Backer Panel Painted
PMS 293 Blue
r"' , r'"
W8" Threaded Rod
ffllocMng as Required)
�supm_"ED BY
LD, ASSOCIPJ ES INC,
Wireway wl Removable Lid
Apply Seal For Enclosure
20 Amp Lock -Out Switch
MIZZAM 11 M•1
318 Lag Boftswl
Shields SUPPLIED BY
LDASSOCIATES INC,
1. Design binaccordance with the Florida Building Code 7thEdition (2O2O)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
3, Wind loads have been calculated per the requirements of*SCE7-16 as
shown herein.
3. These engineering calculations pertain only tothe structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) isassumed tobe|ngood condition,
capable ofsupporting the loaded system, subject tobuilding department
approval. Nowarranty, either expressed orimplied, iscontained herein.
4. System components shall beasnoted herein. All references tonamed
components and installation shall conform tomanufacturer's orindustry
specifications as summarized herein,
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
G. Aluminum components in contact with steel mrembedded inconcrete
shall beprotected osprescribed inthe 2015Aluminum Design Manual,
Part I. Steel components incontact with, but not encased in, concrete
shall becoated, painted, orotherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only.
Use ofthis specification bycontractor, et. Al, indemnUDesand saves
harmless this engineer for all costs & damages including legal fees &
apeUatefees resulting from deviation from this design.
Index:
Pgz [over
pgZ Wind Loads
Pg 3 Anchor Design
EngiQp
12oomFederal Hwy, wzon Easy
12oomFederal Hwy, wzon Easy
511
seats
_* eesyseais.com
WALL -MOUNTED SIGNS
Building 5
V = 140 mph Basic wind speed (Vult)
Exposure C
Calculations
a = 9.5 3-sec gust speed power law exponent
zg = 900, Nominal ht. of atrnos. boundary layer
Gcpi = 0 Internal pressure cooff
Kd = 0.85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A, = 10 sq ft Tributary area
140 Mph ® EX " C "
WALL -MOUNTED SIGNS
AS WIN
PRESSURES
SIGN
CENTER
CORNER
HEIGHT
(Zone 4)
(Zone 5)
K h Kz
qZ
G 4)
G 5
15 ft
23.9 psf
30.4 psf
0,85
21.7
20 ft
25.4 psf
32.3 psf
0.90
23.1
25 ft
26.6 psf
33.9 psf
0,95
24.2
i o
- I
30 ft
27.6 psf
35.2 psf
0,98
25.1
i,lo
3 1:
35 ft
28.6 psf
36.4 psf
, 0 s
26.0
IL 4 0
40 It
29.4 psf
37.4 psf
0 4
26.7
a 0
45 ft
30.1 psf
38.3 psf
11,07
27.4
3, 1,
e
5011 I
30.8 psf
39.2 psf
1,109
28.0
0
55 ft
31.4 psf
40.0 psf
1,12
28.6
� 0
60 ft
32.0 psf
40.7 psf
- 14
29.1
1 =tip
70 ft
27.0 psf
54.1 psf
30.0
ti
- i 80
80 ft
27.8 psf
55.6 psf
i
30.9
Viz'
-1 80
90 ft
28.5 psf
57.0 psf
1. 2,4,1
31.7
x 0
80
100 ft
29.1 psf
58.3 psf
1 2 7
32.4
-s
110 ft
29.7 psf
59.5 psf
111,29
33.0
a
8
120 It
30.3 psf
60.6 psf
2
33.7
9Al
j
130 It
30.8 psf
61.6 psf
i. 34
34.2
0,90
140 ft
31.3 psf
62.6 psf
:a., ,6
34.8
r
w 8
150 ft
31>7 psf
63.5 psf
Bins
35.3
175 ft
32.8 psf
65.6 psf
1, 4 2
36.4
C :9$:;
_. 8
200 ft
33.7 psf
67.5 psf
, 4 t,
37.5
0 {C
8
250 ft
35.3 Psf
70.7 DO
1,53
39.3
i
F
EM
seats
msys ls=m
Wall Sign Anchor Design
Wall material
Anchor type/size
Check Anchors for Pullout
P = 35.2 psf
Cabinet
A = 68.0 sqft (entire cabinet)
Wood COX or equiv, thickness to match Min Embed
3/8" Toggle Bolt (r)
Ref: Powers Strap -Toggle, catalog
Min Embedment: 0.5"
Min edge dist: 3" Min Spacing: 1.5"
Tcap = 179.4 lb (per anchor)
Total Reaction: Rt = 2393 lb ... = P*A (entire cabinet)
No. of anchors req'd: n = 13.3 total anchors ..' = Rt/cap
Total anchors required: 14 total anchors balanced over cabinet
T 170,
Ref anchor schedule for other anchor options.
Z=
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.
T SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
S. 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 +/- 1%- 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 I,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
I I. 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:
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 I-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 77H
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 #12 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 & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL,.
D. FASTENERS:
1. 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,
TAPCO'N, REDHEAD, DYNABOLT, PORTECI 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 WITFI 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.
to. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
1I. 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.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 7THEDITION (CHAPTERS 16,20 & 23).
FOW.1 101 H fwayrAITIUM
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP --TYPICAL
2. SIM - SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4. CONT-CONTINUOUS
5. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
I. 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.
H. MISCELLANEOUS:
1. 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
IiOM'E.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7THEDITION 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.
5. SCREENING MATERIAL SHALL BE 18X 14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
I_ ULTIMATE DESIGN WIND SPEED VuIt, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
"GREEN ROOF: 6 PSF
SCREEN WALLS: 23 PSF
SOLID ROOF (SCREEN WALL): 20 PSF
70667 "
STATE. OF
PROF V58CLi15 L I UINEEk SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
130 MPH
101 MPH
FLORIDA LICENSE: 38654
B
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
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 DESIGN: 0.6
7. LIVE LOAD:
300 Lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS_
200 1b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. PROPOSED 8"X8" W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/ 4" MONOLITHIC
SLAB W/ FIBER -MESH FILLED W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN nOOF TYPE: FLAT/SLOPED
10. SOLID ROOF TYPE: 3"X48"X0.032" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-RS.
l faija t.4111V to /.
If
GENERAL NOTES
HOLLOW• '
0.044"
2 x 3:---------------------------------------2" x 3" x 0.050" IS-4DETAILS
2 x 4:---------------------------------------2" x 4" x 0.050„
2 x S:-------- ------------------------------ 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"
2 x 2 SMS:----------------------------------2" x 2" x 0.045"
2 x 3 SMS:-------------------------------2" x 3" x 0.072"
2 x 4 SMS:--------------------------------- 2" x 4" x 0.045"
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"
2 x 5 SMB:--------------------- 2" x 5" x 0.050" x 0,118" "
2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0,120"
------------- 2'" x 7" x 0,057" x 0,120" 2 x 7 SMB:
e
2 x 8 SMB:--------------------- 2" x 8" x 0.072" x 0.224" I --
2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" '
1
2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374"
TUBE SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.090"
'Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.429054
DATE: 10/04/2021
DRAWN BY: ST
REVISION: I DATE:
RO 1
RO 2
RO 3
RO 4
I"1 `!12%
IanWiiiS
ffiffillualfim
SCHAPER CONSTRUCTION &
ROOFING
8949 GALL BLVD
ZEPHYRHILLS, FL 33541
NOTES
LA
PROPOSED
FOOTING
5 REBAR
MONOLITWIC SLAB
=1
I
S-4
3"X4eXO.032- (1 U3 FOAM
COMPOSITE PANEL ROOF
SCREEN ROOM
MIN. SLOPE PER 1'
—3
3X3X 125 3 M1
Ktyp)
�XQSMQ C.B. t
rj2'�
�S-4)
�-ALA
DOOR LOCATION MAY BE DETERMINED E
.-*
IN THE FIELD BY THE CONTRACTOR. .. 0.
--:, . %
70667
gi
-3
-p - STATE OF
00 A" R 0
I'D 4 .lk*
PROF AL N IN ER SEAL
. .. ..... . . ............ — -----
ENGINEER OF RECORD:
David W. Smith P.E.
0 3'-0 C4 0 FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
C.B.3x. 125
2X6S�Q -�ayp)— 1, - FLORIDA LICENSE: 38654
F Myron Max Neal P.E.
IIV3X3X. 125
C1
> 0 FLORIDA LICENSE: 86663
4-1
S3 -1 oel Falardeau P.E.
S-3
X LORIDA LICENSE: 70667
Oil C14
72x2(tyiD) 2x4SMB Erik Stuart P.E.
LIJ
rc 0 0-4 FLORIDA LICENSE: 77605NI S-3
X 0
< X
C14 (D I FBC Plans & Engineering
S D-Nli X3X. 125 -Ln Services, Inc.
2x2(typ) 2x4SMB 6272 Abbott Station Dr. Unit 101
cl, Zephyrhills, FL 33542
>0 - Ph# (813)788-5314
4-1
M
Fax# 1-(866)824-7894
R—S---� -4-1 1 K � -4- -d- 1 Ln N -
X 3 X X X X Lf) E-mail-erb@fbcplans.com
C I X C14 Website-www.fbcpIans.com
N C14 KS7-�P C", A N
C.O.A.-#29054
0
4 . . n
M
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Cn
X
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X
1q-
X
H -It
S-4 X
-d-
X
-q-
X
-d-
X
X
Az
2x2(typ),\
2x2(typ)
2x2( yp)
2x2(typ)
0
x2
6'— 2
f , ,
6
6
Jl w S-4
L3�/ DATE: 10/04/2021
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 21 1 1004 - 028
PROJECT ADDRESS:
1*41*1149:11
IF
-EPHYRHILLS, FIL 33541
-IONTRACTOR:
SCHAPER CONSTRUCTION &
ROOFING
8949 GALL BLVD
ZEPHYRHILLS, FL 33541
FLOOR PLAN
��z
#10 X 3/4' SMS 1" NEOPRENE WASHER PURLIN OPTION #2 /
@ 24" O.C. TOP & BOTTOM
ATTACHING C-CHANNEL TO ALUM. UPRIGHT WEB LAPPED OVER PURLIN A
PANEL j W/ (4) #10X3/4" SMS EACH SIDE
NOTE: 2"x3" SPECIAL MAY BE USED IN LA/NOTCH
-___- _ 3"COMPOSITE _-; of 2"x2" W/1"x2" COMBO
s® g�
#12 X 4" SMS == ROOF PANEL 2" x 2" x0.045" EAVE RAIL MEMBER ll7
2X(H) SMB -_-_ : a-:-c-_= _-_
1-1/4" NEOPRENE SOLID --'-"''="- '-'=-'• (UNLESS OTHERWISE NOTED ON
WASHER 8" Q.C. PER PANEL ROOF PANEL #12 X 3/4" SMS 1" NEOPRENE WASHER S-2) ATTACHED TO PURLIN w/ (2) $
#10 X 4" SMS THRU SCREW BOSSi} a
@ z4° D.C. TOP & BOTTOM STATE C)
ATTACHING C-CHANNEL TO ALUM.{
BEAM V12"X0.045" OPEN BACK POST 0� ATTACHED TO PURLINW/ (2)AS NEEDED
PANEL TO BEAM CONNECTION ALT. DETAIL #1ox1-1/z' SMS INTO SCREW
s
N.T.S. ' BOSS,5
J1"X2"X0.045" OPEN BACK PRO ,fS}RO,fy ir, E} "SEAL
r r+ #1�X4"CMC ATTACHED To 2"X2"X0.045" UPRIGHT 7TTffNIE7; flr;l'nDTl.
.. __.. __ __ .,v..w
VE RAIL MEMBER —
CARRIER 1-1 4 NEOPRENE A
QTY. / ROOF PANEL #lOXl-L J2" SMS q
BEAMWASHER 8" O.C. PER PANEL PURLIN ATTACHED TO EAVE RAIL �n 12" O.0 David y y . Smith P.E.
SIZE �� - _ - _ - _ _ - W/2"x2"x0.125" INTERNAL
2x4/2X5 2 -
- -- ----- RECEIVING CHANNEL OR FLORIDA LICENSE: 53608
6 X7 3 _ _-_-__-_-_ EXTERNAL0.125"ANGLE CLIP Thomas L. Hai654 P.E
- ATTACHED W 3) #12x3 4" SMS EA. LF,G Hanson
\\\ - FLORIDA LICENSE: 38654
2" x 2" x .090" AL
RECEIVING CHANNEL w/
�Inl
BOLTS WITH 3/4"
WASHERS EACH SIDE
2" x 2" x%" ALUM
CARRIER
QTY. I
BEAM ��j�
1-1/2"x6"x0.125" FLAT BAR
W/ 6 #12x3/4" SMS
OPTI® #1
� �
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
(H)#12 x 3/4" IN'I'0
(SEE CHART ABOVE)
j
RECEIVING CHANNEL w/
3/4" INTO
SIZE
2X4/2X5 2
3@ EAVE RAIL
POST
p
QO� Falardeau P.E.
BEAM & (H) #12x3/4"
INTO 2X(H) CARRIER
2" x" SMB
(4)#10 x
BEAM & (4) #1 Ox3/4"
3
3@
PURLIN
FLORIDA LICENSE: 70667
BEAM
CARRIER BEAM (SEF.
INTO CARRIER BEAM
X 4
FASTEN RECEIVING CHANNEL
_ _ _ _ _ _ _
n n 0.060" RECEIVING CHANNEL
SHEET S-2 FOR SIZE)
-
( H) 3/8" 0 MACHINE
TU LIU I I UM U P HA V E KAIL—"' (1°x2" x POST SIZE)
W/(4) #12x3/4" SMS
ErIK Stuart RE.
POST(SEE SHEET S-2 FOR _ —i—
WITH 4"
BOLTS 3 /
ATTACHED TO POST
FLORIDA LICENSE: 77605
SIZE)
WASHERS EACH SIDE
W/(3) #12x3/4" SMS EA. SIDE
POST
SHEET S-2 FOR
( (SEE CHAKi"ABOVE) {
i
' OR
USE 2"x2"0125` ALUMINUM
FBC Plans & Engineering neerin(SEE
ALUMINUM UPRIGHT
ANGLE
CARRIER BEAM CONNECTION DETAIL
SIZE)
2" x_" SMB
BOTH SIDES OF POST ATTACHED
Services, Inc.
S-3 SCALE: NTS
CARRIER BEAM (SEE
E
W/(3) #12x3/4" SMS EACH LEG.
6272 Abbott Station Dr. Unit 101.
SHEET S-2 FOR SIZE)
Zephyrhiils, FL 33542
S CARRIER BEAM
CONNECTION DETAIL
SLOPED OR FLAT PURLIN UPRIGHT
LAP DETAIL
Ph# (813)788-5314
S-3
SCALE: NTS
S- j SCALE: NTS
Fax# 1-(866)824-7894
__-
E-mail-erb@fbcplans.com
Webstte-WWW.fI7CpIanS.cOm
BEAM SCREWS
ODGE R PURL NBER
(2) #10X4" SMS INTO SCREW
BOSSES FOR EDGE MEMBERS
C.O.A.429054
2" X 4" SMB 6
2" X 5 "SMB 6
2"X6"SMB 8
— ---
2"X7"SMB 8
DATE: 10/04/2021
2"X8"SMB 10
� ---- m s
2" X 9" SMS 10
OPTION #1
0.125" FLAT PLATE
DRAWN BY: ST
2" X 10" SMS 12
g°e
W/ (12)#lOX3/4" SMS
HINGE LOCATION
! a�
OR (B) #14X 3/4" SMS
REVISION: DATE:
j
(MIN. 1/2" EDGE DISTANCE)
RO 1
FOR SLOPED BEAMS,
i
2" x 2" EXTRUSION-2" x 2" EXTRUSION
MAINTAIN ALL SCREW SPACING
i
RO 2
FROM EDGE OF BEAM
EDGE MEMBER
-'SELF-MATING BEAM
OR PURLIN
RO 3
HINGE LOCATION DOOR
SHALL BE NOTCHED
f (
�8 FOR UPRIGHT
RO 4
2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
S-2) TO BEAM
job# 21_1004_028
ON -ATTACHED w/
(4) 1OX 2" SMS INTO SCREW
Q 01
BOTH ENDS SIMILAR
PROJECT ADDRESS:
BASS
0 0 1 .
OPTION 41: 2" x 2" x PURLIN
LEE
1" X Z" OPEN BACK EAVE
I�-' .�'
DEPTH RECEIVING CHANNEL W/
OBBLE BUSS
HINGE LOCATION
RAIL ATTACHED TO
Ci j'
(4) #lOX3/4" EA. LEG ATTACHING
E�
UPRIGHT w/(2)
-''
PURLIN TO BEAM OR EAVE j
#10 x 1 Y" SMS INTO SCREW
MEMBER (
(�� t �8��
NOTES:
BOSS
.060 REC. CHANNEL MIN.
j (
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
#lo X I " SMS'L4' C/C
4" (MIN) UPRIGHT
/
/
CONTRACTOR:
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
414X 3/4" SCREWS
/ /
SCHAPER CONSTRUCTION &
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A
(SEE TABLE ABOVE)
/
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
ROOFING
END OF THE UPRIGHT,
OPTION #2 `
/
8949 GALL BLVD
�
ZEPNYRHILLS, FL 33541
E TYPICAL SCREEN DOOR CONNECTION DETAIL
�
S-3 SCALE: N S
—
— — —
DETAILS
UPRIGHT TO BEAMCONNECTION -ALL WIND ZONES
E ROOF BRACING CONNECTION
DETAIL
S_ 3
SCALE: NTS
S-3 SCALE: N.T.S.
UPRIGHT
SECONDARY ANGLE MIN A L
OPTION 41 OPTION #2 (4) #10 X 3/4" SMS 0.125" THICK (NOT/REQUIRED
NOTREQUIRED FOR 2X3 �C✓
FASTENING SECONDARY \,' t
4 #lOx1"SMS
RECEIVING CHANNEL j ANGLE TO COLUMN CT Y MEMBER) C)
O EXISTING HOST STRUCTURE
INTO SCREW OR ANGLE EA. SIDE (typ) EACH SIDE) PRIMARY 2" X 2" NO. 7066
BOSSES (.0625" THICKNESS) X 0.125" ANGLE
BREAK FORM HEADER OR (B) - CONCRETE SCREW I
RECEIVING CHANNEL COLUMN TO PRIMARY ANGLEG `ATE O
ANCHOR INTO SECONDARY i
ANGLE(TYP EACH SIDE)(SEE
TABLE) I O O (TYP EACH SIDE)
2"X2" OR 2"XT' (2) #10x 3/4" SMS O 1" X 2" BASE MEMBER
#10 SMS AT EACH RISER
PURLIN OR GIRT (typ) EA. LEG) (TYP EACH SIDE)
FOR PAN OR #10 SMS @ j
(TOTAL 6 SCREWS R.C. (8) 8" O.C. FOR COMPOSITE PANEL ANCHOR SPA
SCREWS ANGLE EA. MIN TYP SEE TABU' (1) - CONCRETE SCREW (SEE
( �� TABLE ANCHOR INTO PRIMARY PROFS AL
CONNECTION) ANGLE )AND @ 1/4" 0 CONCRETE ENGINEER OF RECORD:
SOLID ROOF
3" (MIN) SCREW ANCHOR @ y
24" O.C. BETWEEN COLUMNS David. Smith P.E.
PURLIN OR GIRT TO BEAM OR POST DETAIL
1
S-4 SCALE: NTS
_— —_ —_ ----_ __._------_-
1-1/4" #10 SMS @ 8" O.C.
(MIN) FOR COMPOSITE PANEL
EXISTING MASONRY
(4) #10 SCREWS PER 12"
WALL GROUTED
WIDTH CONNECTING
SOLID
@ CONNECTION
PAN TO HEADER (BOTTOM
00
OR BACK OF PAN)
O O
(2) 412 X 2" SCREWS PER 12" WIDTH CONNECTING
Column
Size
1 f 4"& 3/8" 0
Concrete Screw
Anchor
B
Min, Spa
2x3-1/4"
0
0"
2x4-1/4"
1
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
4.5"
NOTES: (TYP EACH SIDE)
FLORIDA LICENSE: 53608
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
T p
Thomas L. Hanson E
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
i` .
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
FLORIDA LICENSE.: 38654
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
/�
Myron Max Neal P.E.
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
FLORIDA LICENSE: 86663
WHEN A PAVER DECK IS PRESENT.
7
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTS
oel Falardeau P.E.
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
FLORIDA LICENSE: 70667
BY ENGINEER.
4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
Erik Stuart P.E.
CONNECTIONS AS 2X4 SHOWN IN TABLE.
FLORIDA LICENSE: 77605
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
HEADER OR CHANNEL TO FASCIA.
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
1/4"0 X 2-1/2"
S 1
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
EBC Plans chi Engineering
MASONRY SCREW 3" FRON
ROOF PANEL TO FASCIA CONNECTION
DETAILS
6. 2X2X 045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
Services, Inc.
END & @ 24" O.C.
2" x BEAM
S-4 SCALE: NTS
MEMBER,
_END
(SEE SHEET S-2 FOR SIZE)
2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
6272 Abbott Station Dr. Unit 101
S_4 SCALE: NTS
Zephyrhills, FL 33542
"
Ph# (813)788-5314
2" x 2 x 1/8" x BEAM DEP'PII"
RECEIVING CHANNEL
�1'12"
Fax# 1-(866)824-7894
W/ (1) 1/4" x 3" CONCRETE OPEN BACK
_
E-mail-erb@fbcplans.com
ANCHOR INTO WALL &
NOTE: WHEN USING OPTION 42 T,
Website-www.fbcplans.com
(4) #10 x 3/4" SMS EACH
OPTION #12500 PSI
CONNECTION CABLE MUST BE N.
C.O.A.-#29054
SIDE INTO BEAM
NOTE. WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
c�
0. 125" STAINLESS
STEEL CABLE
CONCRETE W/WELDED
WIRE OR FIBERMESH
� --
WITHIN 6" OF CORNER OR � ® ® ° ` 1/8" ALUMINUM
PRIMARY MEMBER.
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBF.DMEN'I' AS THAT
OF MASONRY ANCHOR SCREWS,
3 1/2" (4" NOMINAL)
d
a
d
PLATE @ 45'
1" X 2" X 1/8" ANGLE li ANGLE W/ 1"
BREAK @ 90° W/
DATE: 10/04/2021
S2
SLAB MINIMUM
(4) 412 X 3/4" SMS ® 5/16" EYE BOLT
! 0
DRAWN BY: ST
END BEAM TO HOST STRUCTURE DETAIL
a
(TYP TOP AND SIDE) W/ LOCK NUT &
SCALE: NTS
S-4
3/8" 0 x 3" MASONRY
WASHER EA SIDE
REVISION: DATE:
ANCHOR
- - — --
OPTION #1
(4" SLAB ONLY)
OPTION #2 - A-36 STEEL CLIP
, 1 8 DIA. STAINLESS (9) #14 X 3/4 SMS
RO 1
So
MAY BY PLACED ON TOP OR
STEEL CABLE @1" O.C.
RO 2
DOUBLE COMPRESSION
SIDE OF DECK W/ (2) 3/8"X 3"
SLEEVES
TOPOF
CONCRETE
SLEEVE ANCHOR
3/8" WELDED STAINLESS
RO 3
GRADE
4" NOMINAL SLAB
STEEL EYE BOLT
(8) 914 X 3/4 SMS OPTION #3
RO 4
MINIMUM
4
"
a'.
Side View
Job# 21_1004_028
(1)#SREBAKCONTINUOUS W/ 25"
-OVERLAP AT ALL JOINTS ON 3"
3/8" 0 3" MASONRY
a
C _
d�
1" 0 MIN WASHER
BENEATH NUT -.--�
�'yy P
PROJECT ALIDREss.
�-�8" CHAIRS
/ x
2500 PSI CONCRETE W/
ANCHOR (MIN 3-3/4"
OPTION #z
( —
EE
TYPE II MONOLITHIC SLAB
EMBEDMENT)
(4" SLAB ONLY)
WELDED WIRE OR
FIBERMESH
! •
i
COBBLE BLISS
MODERATE SLOPE FTG
SLOPE: 2":12" - 3":12"
0.125" STAINLESS
o77
— —_ — — —
TREET
STEEL CABLE
2500 PSI CONCRETE W/
B! 33549
TOP OF
CONCRET
WELDED WIRE OR
F BERMESH
TOii Vlew 3/8" 0 ADJUSTABLE EYE
I
NOTES FOR ALL. FOUNDATION TYPES:
I
BOLT FOR CABLE TENSION
�` '.
®
CONTRACTOR`
L THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
4" NOMINAL SLAB
a
� 7 I I�N #� 1/8" 0 STAINLESS
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE
MINIMUM d
STEEL CABLE
SCHAPER CONSTRUCTION &
SOIL VERIFIED BY LICENSED CONTRACTOR PRIOR TO ANY POURING
1-1/2" X 2' a
O 4
ROOFING
OF CONCRETE.
ALUM.STRAP W/ (2) 3/8
d
8949 GALL BLVD
2, THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
"0 X 3" MASONRY
PERIMETER FRAMING
ZEPHYRHILLS, FL 33541
COMPACTED PRIOR TO POURING OF ANY CONCRETE.
ANCHOR (MIN 3-3/4"
2"X2"X 1/8" EXTRUDED ANGLE
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
OPTION 42
ON 45° ANGLE
EMBEDMENT)
(USE WITH FOOTING)
Side View
OPTION #1
DETAILS
K TYPE II MONOLITHIC SLAB FOOTING
c-4 ...
J
J1 CABLE TO FOUNDATION CONNECTION DETAIL
S-4 SCALH: NTS
I2 CABLE CONNECTION AT CORNER
c-4 SCALE: NTS
I
J