HomeMy WebLinkAbout22-46555335 Eighth Street
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Issue Date; 09/02/2022
%,omplete Plans, Specifications add fee Must Accompany Application. All work shall be performed
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
Irk
PROTECT CARD FROMw
813-780-0020 City of Zephyrhills Permit Application
Building Department
Date Received
Owner's NameNumber
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT III
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
BUILDING SIZE
-r-r—"
IF BUILDING
=ELECTRICAL
=PLUMBING
=MECHANICAL
=GAS
NEW CONSTRF--1
INSTALL
SFR
BLOCK
$
ROOFING
ADD/ALT E'M
REPAIR
Comm
FRAME
M32311%mum
SIGN DEMOLISH
OTHER
STEEL
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/
Address License # EaZXZZF31
ELECTRICIAN COMPANY PEE CU�RREN SIGNATURE REGISTERED
Address License #E==:===
COMPANY E_ PLUMBER ;;;�FEE �CURRE�N���
SIGNATURE REGISTERED E-
Address License #E=--:===
EMECHAJ41CAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License ft
OTHER COMPANY E
SIGNATURE E:== REGISTERED ;;;��FEE CURREN
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page: (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Felice installed,
Sanitary Facilities & I clumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction,
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
MMMMEEMSEMEMM
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
I iitI
WMIMMUMMOCIAILINOMMAZI ANARIASMI
OWNER OR AGENT
Subscribed and swom to (or affirmed) before me this
bv
Who is/are personally known to me or has/have produced
as identification.
2M
9191117MMMM
MID IS/e persona Knowrr tppe or nasinave proaucea
as identification.
7
Notary Public
Corms ion"Ne Q
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
INSTR#2022185363OR BK10676 PG2644 Page I of 1
08/22/2022 10:35 AM Rcpt: 2494483 Rec: 10.00 IDS: 0.00 IT: 0.00
Nikki Alva rez�Sowles.�, Esq,., Pasco County Clerk & Comptroller
a p State Of Florida, County Of Pasco
q This Is to certify that the foregoing ,s, q
.4 true and correct ropy of the document
4 �.1 n file or of public rocord in this office,
nes y hand J official Seal this
ikki Alvarez -Sow s, Clerk & Comptroller
l Pasco County, F. a q1_
: �c7 i3y Deputy Clerk
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APPLICABLE CODE: �, w DESIGNED FOR AN U€,TI TE W Sp E F I
`'� (RISK CATEGORY I) IN CORDA CE "H H
7TH EDITION, 2020 FBC, BUILDING CODE, CHAPTER 16, STRUCTURA REQUI lutENTS OF TI 7� H
SECTION 1609 &THE 7TH EDITION, 2020 FBC, FBC, BUIL, G CODE, CHAPTER I ECTI 16#
RESIDENTIAL CODE, SECTION R301 NOTE: IF ANY CONSTRUCTION IS STARTED BEFORE THE PERMITS 7TH EDIT . N, 2020 FHC, RESIDEN AL COSEC
WIND DESIGN STRUCTURAL DESIGN CRITERIA: FOR THIS JOB ARE RECEIVED ENGINEERING GREAT IDEAS, INC.
ULTIMATE WIND SPEED (3 SECOND GUST) - 130 MPH
BUILDING EXPOSURE - B SHALL NOT & WILL NOT BE HELD RESPONSIBLE FOR ANY FIELD
BUILD
BUILDING IMPORTANCE FACTOR = L0 CHANGES THAT ARE REQUIRED BY THE INSPECTOR, COUNTY, CITE',
MEAN HEIGHT 30' OR LESS OR ANY OTHER STATE OFFICIAL THAT HAS JURISDICTION TO
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT - I.0 DICTATE SUCH FIELD CHANGES TO ANY PROJECT.
RISK CATEGORY = I z
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A. CONCRETE AND FOUNDATION DESIGN:
1. ALL CONCRE; PE GRADE BEAMS AND FOOTINGS SMALL, BE
2,500 PSI MINIMUM.
2. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI 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 SIN.) 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 (POR'TLAND CEMENT TYPE I, ASTM C150).
AGGREGATES46 STONE, ASTM C33 SIZE NO.67 LESS THAN
3/4",
AIR ENTRAINING +/- I % - ASTM C260.
WATER REDUCING AGENT" - ASTM C494
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED,
8. METAL WELDED WIRE SHALL CONFORM TO ASTM Al85
9. PREPARE AND REPLACE CONCRETE ACCORDING TO
AMERICAN CONCRETE IlNSHTUE 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.
B. MASONRY:
1. 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 &
3_ 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:
I. 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
4 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 WINDEREAKERS INCLUDED)
D.FASTENERS
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL
TYPE 300 18-8, W/ STANDARD FLAT WASHER UNLESS
GALVANIZED BOLTS ARE SPECIFIED BY MANUFACTURER
FOR. USE W/ ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAVE TO BE ASTM A-325, PLATED W/
STANDARD FLAT WASHERS & NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, FIRM,
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 UNDER 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 30018-8 UNLESS MANUFACTURER. GALVANIZED BOLTS
SPECIFIES FOR USE W/ ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY W/ ASTM A 153,
10. ALL CONNECTORS SHALL COMPLY W/ ASTM A653 GLASS
G-185.
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.
ASTM E 119
ASTM E 1300
ASCE 7-16
AA ASM35, & SPEC. FOR ALUMINUM PART 1-A & I-B
ASTM C94
ASTM CI50
ASTM C33
ASTM C260
ASTM C494
ASTM A615
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. UON - UNLESS OTHERWISE NOTED
4. CONT - CONTINOUS
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 DIMENSIONS & DETAILS,
NOTIFYING ENGINEER OF RECORDS OF ANY DISCREPANCIES
BETWEEN DRAWINGS, FABRICATED ITEMS OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUN'ROOM` ROOM ADDITION ELEMENTS AS PROVIDED BY
THE CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED
BASED ON INFORMATION PROVIDED BY TIME CONTRACTOR &
MANUFACTURER
5. ANY DETAILS NOT SHOWN ON THESE PLANS ARE TO BE
ENGINEERED BY A LICENSED PE, IN ACCORDANCE W/
STANDARD ENGINEERING PRACTICES.
H. MISCELLANEOUS:
6. ALUMINUM ADDITIONS ARE NOT TO BE ATTACHED ONTO A
MANUFACTURED HOME, TRAILER HOME, 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 HOME.
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 R3I(I I
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL.
4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
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 18X14X0.013 OR EQUIVALENT
DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE ON
THESE PLANS.
7.1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
TO HOST W/ 1/4" DIAMETER X '1-3/4" EMBEDMENT & 24" O.C.
MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD
SCREW WHEN IN WOOD & #10XI/2" EMBEDMENT SMS OR TEK
SCREWS IN ALUMINUM MEMBERS TYPICAL.
JOB DESCRIPTION: SCREEN ENCLOSURE / WALLS
1. ULTIMATE DESIGN WIND SPEED V ult, (3 SECOND GUST) 130 MPH
NOMINAL DESIGN WIND SPEED Va d: 101 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. WIND LOADS:
SCREEN ROOF: N/A
3" COMPOSITE ROOF: +11 /-27.2 PSF
SCREEN WALLS: + 2T V-29.5 PSF
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18XI4X0.013
OR EQUIVALENT DENSITY SCREEN MESH:
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7_ LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. PROPOSED 4" CONCRETE SLAB W/ 8"X8" MONOLITHIC FOOTER W/ (1) #5 REBAR,
2,500 PSI CONCRETE W/ 6/6/10 W_W.M. OR FIBERMESH OVER TOP OF CLEAN
COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE
PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10, SOLID ROOF TYPE: 3"x0.024x1-LB COMPOSITE ROOF
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2X2:---__-_-___®___________.._____
2"X2"X0.046"
3X2:---------------------
3"X2"X0.050"
2X3: __-.------------___-----------
2"X3"X0.050"
2°X3"X0,070"
2X4:-----------
-----_- ----------- --_--_--- 2"X4"X0.050"
2X5:
OPEN BACK SECTIONS
IX2. ---------------------- -----________ I'X2"X0.040"
IX3XT X0.045"
SNAP SECTIONS
2X2 SNAP ----------------------------- 2"X2"X0.045"
2X3 SNAP2"X3"X0.050"
2X4 SNAP -------------------------------- 2°X4"X0.045"
SELF MATING (SMB
2X4 SMB' ----------------- - -------- --__- 2'X4"X0044"XO 100"
2X5 SMB
2X6 SMS'------_--_---_--___--_-___ 2 X6"XO 050 XO 120"
2X7 SMS------_---------------------- 2' X7"XO 057'X0. i 20"
2X8 SMB -------------------- 2'X8'Xo 072"Xo.224" I HEREBY CERTIFY THAT THESE-Ii*3S HA
2X9 SMB-------------------- ----- 2"X9 X0,072"X0.224" DESIGNED FOR AN ULTIMATE '�1JII+I SPEEE
2XI0 SMS-____-___________________.,.____2°Xi0"X0.092"X0.374 (RISK CATEGORY I) IN ACCORDANT WI
STRUCTURAL REQUIREMENTS OFT H
IBC, BUILDIN CODE; CHAPTER I6, "CTICI
7TH EDITI01. 020 FBC, RESIDENT COP
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2x2 ALUM. UPRIGHT
UPRIGHT OPT. 1 OPT. 2
(2) 1/4"0 TAPCONS THRU 1-1/2"X2-1/8"X2" �\ 4—#10X2`° S.M.S INTO
2� S1N< FROM 2x3 DR SMALLER UPRIGHT ANGLE AND BOTTOM PLATE & REC. CHANNEL CLIP
EDGE Qf' SLAB (I)'I/4"G3TAPCONS P,MBEDDEDAMIMTrgIiMOT3" Y�/2—lOX3/4- TEK INTERNAL SCREW
MIN. OF 2 # 1 Ox3/4" TEK INTO TBRU Ix2 BOTTOM INTO CONCRETE FOOTER SCREWSEACH SIDE BOSSES FOR PURLIN
O PLATE & EMBEDDED �e f
2x2xi /8" ANGLE INTO UPRIGHT. MINIMUM OF s^INTO/r-2`X2`Xl/8` ANGLE
Ix2 BOTTOM PLATE (BOTH SIDES OF UPRIGHT) CONCRETE FOOTER 1x2 BOTTOM
PLATE CHAIR RAIL OR CHAIR RAIL OR
(1)1/4"0 TAPCON SHALL PASS/,2"x2`xI/8" ANGLE PURUN PURUN
THRU 1x2 BOTTOM PLATE f
AND EMBED A MIN. OF 3" ®'
INTO CONCRETE FOOTER. a ® CONCRETE TOOTER, 4—#10X3 j4" TEK / 4—#1 OX2" 5.M.S INTO
(BOTH SIDES OF UPRIGHT) .4 REFER TO "CONCRETE SCREWS INTO POST INTERNAL SCREW
g° ® TOOTER DETAIL PAGE" BEAM BOSSES CHAIR RAILS
�� N. EI�QE®. - ® ® FOR ALL REQ. SPECS.
CONCRETE FOOTER,CHAIR RAIL/PURLIN3 TO
REFER TO"CONCRETE ITYP. CORNIER POST/BEAM CONNECTION
TOOTER DETAIL PAGE" A 9'
FOR. ALL REQ. SPECS. CONNECTION DETAIL
2x3 OR SMALLER UPRIGHT ATTACHMENT
DETAIL TO POOL DECK (SIDE VIE
SCALE: N.T.S.
(1)1/4" O TAPCON SHALL PASS
THRU Ix2 BOTTOM PLATE
AND EMBED A MIN. OF 3"—
INTO CONCRETE FOOTER
(BOTH SIDES OF UPRIGHT)
1/4"0 TAPCONS SHALL PASS
THRU Ix2 BOTTOM PLATE
AND EMBED A MIN. OF 1-1/4"
INTO CONCRETE FOOTER.
(SPACED @ 24" O.C. MAX & 6"�
X FROM EACH UPRIGHT)
MIN. OF (2) 4100/4" TEK INTO
2x2xl/8" ANGLE INTO UPRIGHT.
(BOTH SIDES OF UPRIGHT)
2"x2"xI/8" ANGLE
j---Ix2 BOTTOM PLATE
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DETAIL TO POOL DECK (FRONT VIEW)
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F.F.E.
2x2 C.R.
ATTACH Ix2 TO EXISTING
HOST STRUCTURE UTILIZING
(1) 1/4"Gx2-1/4" LONG TAPCON
SPACED EVERY 24" O.C. MAX
& 6" MAX FROM EACH END
fCSY.E���IY�d
I HEREBY CERTIFY THAT
DESIGNED FOR AN UL'f Il
(RISK CATEGORY I) IN A(
STRUCTUW REQUIREN
FBC, BULL NG CODE, CF
7TH EDITON, 2020 FBC, R
P.E.# 22712
mm
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ELITE ALUNIINUM CORPORATION 3"xO.024xl-LB
EPS PANELS OR EQUIVALENT ATTACHED W/
1/4"0 x 4-1/2" LONG CORROSION RESISTANT
8- O.C. (MAX) METAL SCREWS 1-1OFENDERWASHERS.(6)
PER PANEL TO ALL BEAMS. FPA4 7561.1
3" COME. PANELS
2. MAIER
I x2 TOP PLATE ---" &=.*== D lx2TOP PLATE
P.
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SCALE N.T.S
KICKPLATE IS ATTACHED TO STRUCTURE
W/fl0X3W TEK SCRE-WS rg,' 12- O.C. & 4" FROM ENDS
KICKPLATE TO WALL DETAIL
SuTa77�
FASTEN 3" ALUMINUM
HEADER TO PANELS W/
(1) 9 1 OX3/4" EVERY 8"
O.C. MIN. 5 PER 4'
PANEL TOP AND
EXIST. HOME BOTTOM OF CHANNEL
ROOF
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PANEL
Top AND
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OF CHANNEL
ROOF
OVERHANG &
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FASCIA INS. ROOF PANEL
r '1_ T , To
FASTEN CHANNEL, To FASCIA
W/ (1) # I OX2- EVERY 12"O,C.
IF INTO BLOCK WALL, ATTACH W/
(1) 4 12X2" TAPCON EVERY 12"O.C.
NOTE: THIS DETAIL IS N/A FOR ANY
MOBILE HOME & 4TH WALL MUST BE
CONSTRUCTED ACCORDING TO F.B.C.
ELITE ALUMINUM CORPORATION
3"x0-024xl-LB FPS PANELS OR
EQUIVALENT ATTACHED W/ 1/4"0 x 4-1/2"
LONG CORROSION RESISTANT METAL POINT OF ATTACHMENT
SCREWS 1- 1/2"0 FENDER WASHERS. (5) PER OR NEXT SUPPORT BEAM
(1) 91 0x2" LONG SMS SCREWED
(1) 4 10.2" LONG SMS SCREWED
PANEL TO ALL BEAMS. FLORIDA PRODUCT
THROUGH BOTTOM OF I x2 TOP
THROUGH BOTTOM OF Ix2 TOP
APPROVAL 9 7561.1
PLATE & INrO 2x MADER SPACED
PLATE & INTO 2x HEADER SPACED
COMPOSITE NE NS
MPOS P' CO'
COMPOSITE PANEL SPATS
PANELSp't'
EVERY IV-24" 0 C, (MAX)
EVERY 1 S"-24- OZ. (MAX)
WIEN EXCEED APPROVED SPAN
WHEN EXCEEDING APPROVED SPAN
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2x HEADER
zt
,
CONTRACTOR IS TO INSTALL A CONT.
T ' A ION
lx2 TOP PLATE
Jx2TOPPLAT
DER MIN SPAN, HEADER IS TO BE
HEADER
�R MIN
THE SAME SIZE AS OUTSIDE BEARING
18--24- (MAX) 6- (MAX)
6- (MAX) 18--24- (MAX)
WALL HEADER.
3"X.024'XI-LB COMPOSITE, PANELS
16'-3"-
3'X.032"XI-LB COMPOSITE PANELS
(2)0IN3/4"TEKS -H-IROUGH2x2x0.I25
(2),'10x3/4- TEKS THROUGH 2x2xO.125
15�-9"-
ANGLE & MO BOTTOM I OF x2 TOP
ANGLE & INFO BOTTOM OF I x2 TOP
4'X-024"XI-LB COMPOSITE PANES S
PLATE & (2) 4100/4' TEKS THROUGH
PLATE & (2) 910x3/4' TEES THROUGH
191-5
2x2xP 125 ANGLE & INTO SIDE OF 2x
2x2x0. 125 ANGLE & INTO SIDE OF 2x4"X:032"X1-LB
COMPOSITE PANELS
SNIB UPRIGHT (TOTAL OF (4) 416.34�
SMB UPRIGHT (TOTAL OF (4) 410x3/4�
TEKS PER 2x2xO. 125 ANLGE) (OPTIONAL)
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TEKS PER 2x2xP 125 ANLGE) (OPTIONAL)
MIN. SLOPE FOR PANELS = 1/4" PER FOOT
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I HEREBY CERTIFY THAT T' -' ELI S
DESIGNED FOR AN ULTIMATE SP EDO.' 30M H
(RISK CATEGORY 1) IN ACCORD C TH, E
STRUCTFI, REQUIRFMFNTS 7TH , Ill 2020
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7TI ON, 2020 FBC, RES I COS TION R301
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2>5 ps! (min)
CONCRETE MONOLITHIC
PAVER DECK
FOOTER2,
PSI (MIN)
(1) # 5 CONT, REBAR FOR FOOTER
Fjf;6RETE mowumic
UP TO 12"XI2"'IN SIZE. FOR 12"X16"
FOCTER
FOOTER (2) N 5 CONT. REBAR SHALL
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(1) # 5 CONT. REBAR FOR FOOTER.
UP TO 12"X12" IN SIZE. FOR 12"X16"
FOOTER ���� �����
POUTER (2) # 5 COME REBAR SHALL,
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CLEAN COMPACTED SOILSCLEAN
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COMPACTED SOILS
L16
WHEN PAVERS ARE USED TAPCON FASTENERS
SHALL PASS THRU PAVERS TO PROVIDE I-112"
12Y1
4�e � GREATER
EMBEDMENT INTO EXIST. CONCRETE SLAB.
ISOLATED PAVER DECK
MONOLITHIC FOOTER TAIL
FOOTERDETAIL (OPTIONAL)
SCALE: NOT TO SCALE
SCALE: NOT T4 SOLE
NOTE- NOTAPPLICABLE JOBS f
EXISTING CON ETSLAB
I HEREBY CERTIFY THP
DESIGNED FOR AN I7LT
(RISK CATEGORY I) IN �
STRUCTURA EQUIRE
FBC, BUILD G CODE, C
7TH EDITI , 2020 FBC,
7TI DIP ,2020
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