HomeMy WebLinkAbout22-4432y Of 4epyrniTin,
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
T 71R,"I'l
BAR-004432-2022
Ill III MINE iiiiiiiiii IRWIN III III Will 111111 111 11111 1 111 1 1 11 I'll, 1 111111 !1111 111! 11 11111111 1 !111 11
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
C TRAC SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOK
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Date Received
# I * I a 4 a a
Owner's Name
City of Zephyrhills Perm iL,Applicatian,_
Building Dqpelyln'nt
J.Phone Contact forPe7rnt
1419
Owner Phone Number
Fax-81 3-780,0021
WORK PROPOSED NEW CONSTR F__j ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE STIR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK . . ...
BUILDING SIZE SO FOOTAGE HEIGHT
W-Txx 9- Vic VW_VVx,9 WAI C AE-VirvIrc W w1uIrArx C'CAUVA-VC X-C VX-OUIE A'X , A 'IE W
$ WILDING
LUATION OF TOTAL CONSTRUCTION 3S
a" iL U AACI
=ELECTRICAL F$ ------------- I AMP SERVICE PROGRESS ENERGY W.
G
=PLUMBING � � �' �,:
=MECHANICAL. FiVALUATION OF MECHANICAL INSTALLATIO
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/N F�EECURRE,N Y/N
Address License #
ELECTRICIAN COMPANY E
SIGNATURE REGISTERED Y/ �N 1EE �IR.l �11N�
Address License #
PLUMBER COMPANY E;;
SIGNATURE REGISTERED Y IN
Address License #
MECHANICAL COMPANY
SIGNATURE RMSIERED
Address E:==- License #
OTHER COMPANY
SIGNATURE E=== REGISTERED 111�RRIN Y I �N
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plane; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormleater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for wilsdivislonsAarge projects
COMMERCIAL Attach (2} complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-tits Penart for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stoncrwater Plans w/Slit Fence installed,
Sanitary Facilities A 1 dumpster, Site Work Permit for all new projects. All commercial requirements most meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans,
'-PROPERTY SURVEY required for all NEW construction,
Directions:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500)
Agent (for the contractor} or flower of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rernofs if shingles Sewers Service Upgrades A/C Fences (Mot/Survey/Footage)
Driveways -Not over Counter if on public roadways. needs ROW
811780-0020 City of Zephyr -hills Permit Application Fax-813-780-0021
Building Department
NariCE OF DEED RESTRICTIONS: 'The undersigned understands that this perprrit 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. 80M
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractorpa 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 riot properly licensed and is
not entitled to penztitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT Area RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Irnpact Fees and Recourse Recovery Fees mayapply to the construction of new buildings, change since in existing buildings, or
expansion of existing buidings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended, The undersigned also understands, that
such feces, as may be dose, 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 dare, they must be paid prior
to permit issuance in accordance av§th 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 I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture. and Consumer Affairs. If the applicant issomeone other than the 'cawner", I certify that I have obtained a copy of the above described
document and promise In good faith to deliver it to the "owner prior to commencement,
CONTRACTOR'S/OWNER'S AFFIDA't M 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 worn 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 jurlsdictlon. 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 1
must takers be in compliance, Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wettand Areas and Environmentally sensitive
Lands, WaterWOstewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses,
Arty Carps 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 foiloving restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted,
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"cormpensat§ng volume" will be submitted at time of permitting wthich 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 watt
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 Lander 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 perra tt€ng conditions set forth in this affidavit prior to
commencing construction, i understand that a separate permit may be required for electrical were, plumbing, signs, avelis, 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 cedes, Every perttait issued sterol[ become invalid unless the work
authorized by such pensit 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 aan r* uses 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
OWNEROR AGENT
t
Subscribed and swon to { u a 6 r led) 6eEore r ethic
MPs re pprsonaii • knora e c; has%have produced_
as identification,
_Notary Public
Commission Us —
game of Notary typed, printed or stamped —
MICHAEL nl 'ar` NR , `tat.
Notary Public -State of r iouaa
*= Connission ff GG 3£4,3 7 n
.°;
My Commission Expires
i March 20, 2023
and sworn to (or affHrne before ks
ae s rialiv raven to erne or has/have produced
.-: Notary Public
Comn 4-
n No.
hanieo5'e<s
A U LI ESOGES
° MMISSiQd1 # GG 276457
res December 12, n422
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APPLICABLE CODE
7TH EDITION, 2020 FBC, BUILDING CODE, CHAPTER 16,
SECTION 1609 & THE 7TH EDITION, 2020 FBC,
RESIDENTIAL CODE, SECTION R301
WIND DESIGN STRUCTURAL DESIGN CRITERIA:
ULTIMATE WIND SPEED (3 SECOND GUST) - 130 MPH
BUILDING EXPOSURE - B
BUILDING IMPORTANCE FACTOR= 1.0
MEAN HEIGHT 30'OR LESS
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0
RISK CATEGORY = I
I HEREBY CERTI THAT ESE PLANA
-6 OF
_'* /
FOR AN OLT TE Wl SPEED OF 0
1) IN ACC AN/CETHE SS/TR'
H
OF TH TH EDIII 2020 FBC, DID
SEC N 1609 & E7THEDITI 2020
P.E. 9 42712
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SR22-595
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A. CONCRETE AND FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE
300OPSI MINIMUM.
2. FIBERMESH (3/4"PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACE AND ASTM REQUIREMENTS MAY BE USED
BY THE GEN. CONTRACTOR IN LIEU OF WELDED WIRE MESH.
3, ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
4, ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40,
5. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS BE 3000
PSI MIN, 2" MIN, THICKNESS,
6. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 2000 PSF,
T THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING
OPC (PORTLAND CEMENT TYPE 1, ASTM C 150),
AGGREGATES46 STONE, ASTM C33 SIZE NO. 67 LESS THAN
3/4",
AIR ENTRAINING +/- 1% - ASTM C260.
WATER REDUCING AGENT - ASTM C494
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
8. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185
9, PREPARE AND REPLACE CONCRETE ACCORDING TO
AMERICAN CONCRETE INSTITUE MANUAL STANDARD
PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER
CONDITIONS RECOMMENDATIONS.
10. IF UTILIZING EXISTING CONCRETE SLAB FOR
FOUNDATION, CONCRETE SHALL BE A MIN. OF 4' IN
THICKNESS, VISIBLY FREE OF ANY EXCESSIVE STRUCTURAL
CRACKING, SPALLING OR OTHER DETERIORATION.
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS & AND SHALL BE 1900 PSI MIN. BASED ON
TYPE M OR S MORTAR.
2, ALL MORTAR SHALL BE TYPE M OR S.
1 ALL GROUT SHALL BE 2000 PSI MIN. & 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
MIN, REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MIN.
THICKNESS OF 0,040' FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MIN. 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 2020 PREPARED BY THE
ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. THE 2020
FLORIDA BUILDING CODE 7TH EDITION (CHAPTER 16
STRUCTURAL DESIGN &CHAPTER 20 ALUMINUM).
4- WHERE ALUMINUM COMES INTO CONTACT W/STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION,
5. ALUMINUM MEMBERS SHALL BE STITCHED W/ NO LESS
THAN 410 SMS 6" FROM THE ENDS & 12" ON CENTER, IF USING
9 12 SPACING MAY BE 24" ON CENTER.
6. VINYL/ACRYLIN/GLASS PANELS SHALL BE REMOVABLE
THEY SHALL BE IDENTIFIED W/ 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.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED)
D.FASTENERS
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL
TYPE 300 19-8, W/ STANDARD FLAT WASHER UNLESS
GALVANIZED BOLTS ARE SPECIFIED BY MANUFACTURER
FOR USE W/ ACQ PRESSURE TREATED WOOD.
1 HEX BOLTS HAVE TO BE ASTM A-325, PLATED W/
STANDARD FLAT WASHERS & NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI,
RAWL, TAPCON, REDHEAD, DYNBOLT, OR APPROVED EQUAL
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL
BE HOT DIPPED GALVANIZED.
5, ALL LAG BOLTS SHALL HAVE A MIN. EMBEDMENT OF 8X
BOLT DIA. INTO STRUCTURAL FRAMING (G=.42 MIN,).
6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED W/ PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70% OF THE THREAD DIAMETER OF THE
BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNER NO
CIRCUMSTANCES BY DRIVING W/ A HAMMER.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURERS
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER, FASTENERS SHALL BE A MIN. OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS
OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL
TYPE 300 18-9 UNLESS MANUFACTURER GALVANIZED BOLTS
SPECIFIES FOR USE W/ ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9, ALL FASTENERS SHALL COMPLY W/ ASTM A153.
10, ALL CONNECTORS SHALL COMPLY W/ ASTM A653 GLASS
G-195,
11, FOR SMS, THE MIN. CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MIN. CENTER -TO -EDGE SHALL BE 1/2" UNLESS
NOTED OTHERWISE.
C I �111 a ,
ASTM E 119
ASTM E 1300
ASCE 7-16
AA ASM35, & SPEC. FOR ALUMINUM PART I -A & I-B
ASTM C94
ASTM C 150
ASTMC33
ASTM C260
ASTMC494
ASTMA615
ASTM A185
FLORIDA BUILDING CODE 2020, 7TH EDITION (CHAPTERS 16,
20, & 23) 2020 ALUMINUM DESIGN MANUAL.
F, ABBREVIATIONS:
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, CON - UNLESS OTHERWISE NOTED
4, CONT - CONTrINOUS
VIE - VERIFY IN FIELD
G. RESPONSIBILITY:
1, ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE W/ APPLICABLE BUILDING
CODES, LOCAL ORDINANCES ETC.
2. CONTRACTOR SHALL VERIFY ALL DIIAENSIONS & DETAILS,
NOTIFYING ENGINEER OF RECORDS OF ANY DISCREPANCIES
BETWEEN DRAWINGS, FABRICATED ITEMS OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROONT ROOM ADDITION ELEMENTS AS PROVIDED BY
THE CONTRACTOR.
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED
BASED ON INFORMATION PROVIDED BY THE CONTRACTOR &
MANUFACTURER
5. ANY DETAILS NOT SHOWN ON THESE PLANS ARE TO BE
ENGINEERED BY A LICENSED P.E. IN ACCORDANCE W/
STANDARD ENGINEERING PRACTICES.
H. MISCELLANEOUS:
6. ALUMINUM ADDITIONS ARE NOT TO BE ATTACHED ONTO A
MANUFACTURED HONE, TRAILER HONE, OR PRE-FAB HOME A
SEPARATE LOAD BEARING WALL SUPPORT SYSTEM MUST BE
ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON
THE MANUFACTURED HOME, TRAILER, OR PRE-FAB HONE.
2, IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURES SHALL COMPLY W/ RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
R4501,17 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R3 10,1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL.
Mo
4, DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR,
o
5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
6. SCREENING MATERIAL SHALL BE I IIXNXO.0 13 OR EQUIVALENT
z �5
DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE ON
THESE PLANS.
"X?_"X.045
zzow
-8
X
T 1 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
"4
=wo,z
TO HOST W/ 1/4' DIAMETER X 1-3/4" EMBEDMENT & 24" O.C.
Z d
MASONRY SCREW FOR 'CONCRETE & EQUIVALENT SIZE WOOD
z a
zj V
SCREW WHEN IN WOOD & 410XI/2" EMBEDMENT SMS OR TEK
SCREWS IN ALUMINUM MEMBERS TYPICAL,
Z
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JOB DESCRIPTION: SCREEN ENCLOSURE WALLS
"4
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DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST) 130 MPH
NOMINAL DESIGN WIND SPEED Vasd 101 MPH
1 RISK CATEGORY I
3.WINDEXPOSURE B
4. WIND LOADS:
SCREEN ROOF:
--- _N/A
YCOMPOSITE ROOF: N/A
co
SCREEN WALLS: + 27,2/-29,5 PST
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18XMX0.013
ti7 >
OR EQUIVALENT DENSITY SCREEN MESH:
"o I-
lzt 1_�D
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD
c,
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. EXISTING 4" CONCRETE SLAB W/ KX8" MONOLITHIC FOOTER W/ (1) #5 REBAR,
2500 PSI CONCRETE W/ 6/6/10 WW.M OR FIBERMESH OVER TOP OF CLEAN
COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE
kr� j-
C:l
PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE N/A
5
10. SOLED ROOF TYPE N/A
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2X2: 2"X2'X0,046"
3X2 3"X2"X0,050'
2X3 ------------2'XYX0,050"
2X3 2"X3'X0,070'
2X4
W
2X5
>
OPEN BACK SECTIONS
tU
IX2 I"X2"XO,040"
>
1X3 --- ----I'X3`X0,045"
SNAP SECTIONS
W
7X2 SNAP 2"X2"X0,045`
2X3 SNAP 2"X3"X0,050"
2X4 SNAP: 2"X4`X0.045"
0
C4
SELF MATING (SMB)
< � >1
2X4SMB ------------2"X4"XO,044"XO.100"
c7
ch
2X5 SMB 2"X5"X0,050"X0, 118"
2X6SMB -- --- 2"X6"X0,050"X0.120"
N
2X7 SMB 2"X7"X0,057"X0, 120" 1 HERE CERTIFY III THESE PL AVE E DES
2X8
SMIL 2"X8"X0,072�:X0,224"
2X9 SMB: 2`X9"XO.072 X0,224" FOR ULTIMATEl", P _D CA CRY
2XIOSMB -------2"XI0"X0.092"X0374 III ACCORDANCE WITH THE S CV,, QUI ENT
10 THE 71"HEDIT N,2020FBC, ILD E, r APTE
CTION 1609 & I F 7TH EDIT N, 202 C, RE ENTI
CODE SECTIO 301
CMK
SR22-595
N
lX2 HEADER TO
CONCRETE CONNECTION
4 1/4- X 2-1/4-
4 TAPCON
4-#10 x 0 S.M.S
THRU 1X2 INTO SCREW
BOSSES OF POST
OR REC. CHANNEL W-4
#10 X 314" TEK
SCREWS INTO CUP
THRU 1X2 AND
4-10 X 3/4- TEK
I/ A/t SCREWS THRU
CUP INTO CHAIR RAIL
OR POST.
IX2 0 BASF- HEADER AND
SIDES TO BE CONNECTED
TO CONCRETE W1 lle X
2-1/4!' TAPCONS WITHIN
#10X2- S.M.S 3" FROM CORNERS, POSTS
AND 24" ON CENTER IN
BETWEEN.
#1OX3/4- TEK
2* MIN
EDGE
DIST.
1/470 TAPCON W/
—Y (MIN) EMBED.
INTO CONC. FOOTER
lX2 BASE TO CONCRETI
CONNECTION
OPT. 1
1-1/2-X2-1/8-X2-
OPT. 2
4-#IOX2- S.M.S INTO
SCREW
RED. CHANNEL CUP INTERNAL W/2-#lOX3/4- TEK BEAM
BOSSES FOR PURLIN
SCREWS EACH SIDE,,,, OR
POST
z
CHAIR RAIL OR
c7HAIR RAIL OR
PURUN 7
PURLIN
F
4-#lOX3/4- TEK/
4-#lOX2- S.M.S INTO
SCREWS INTO POST
INTERNAL SCREW
Oft BEAM
BOSSES CHAIR RAILS
CHAIR RAIL/PURLIN
TO
POST/BEAM
CONNECTION
ScAa-wm
CONCRETE CONNECTION
W/ CHAIR RAIL
1,
TOP VIEW
2X2 CHAIR RAIL
4 I OPT. 2X4 .050 \�HAIR RAIL
1-1/2-X2-1/8-X2-
REC. CHANNEL CLIP
4-#I0X3/4" TEK W/2-#10X.3/4* TEK
SCREWS INTO POST SCREWS EACH SIDE
OR BEAM
(1) 1/4"0 TAPCON SHALL PASS
THRU I x2 BOTTOM PLATE
AND EMBED A MIN. OF 3"—
INTO CONCRETE FOOTER.
(BOTH SIDES OF UPRIGHT)
1/4"0 TAPCONS SHALL PASS
THRU 1 Y,2 BOTTOM PLATE
AND EMBED A MIN. OF 1-1/4"
INTO CONCRETE FOOTER. --
(SPACED @ 24" O.C. MAX & 67�
MAX FROM EACH UPRIGHT)
Ix2 BOTTOM PLATE-
411WIMPPRIml-
AND EMBED A MIN. OF 3"
INTO CONCRETE FOOTER.
(BOTH SIDES OF UPRIGHT)
3" WIN. EMBED. A
:3 OR SMALLER UPRIGHT
MIN, OF (2) #100/4" TEK INTO
2x2xf/8" ANGLE INTO UPRIGHT.
(BOTH SIDES OF UPRIGHT)
2"x2"xI/8" ANGLE
,-lx2 BOTTOM PLATE
2x3 OR SMALLER UPRIGHT
MIN OF (2) # 100/4" TEK INTO
2x2x1/8" ANGLE INTO UPRIGHT
(BOTH SIDES OF UPRIGHT)
2"x2"xI/8" ANGLE
DETAIL TO POOL DECK fslDE VIEW)
SCALE: N.T.S.
I HE BY CERTIFY /THAT - ESE PL
BY THAT P 0
FO BY
ULTIMATE
'�F AN ULTIMATE WL SPEED OF
E STR �YIN ACCORDANCE THE STR
OF THE 7TH EDIlnl �2020 FBC, LDING
TH EDFU 2020
SECTION 1609 E 7
CODE SECTION 301
SfW,F,T:
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