HomeMy WebLinkAbout21-3219City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
1090"M
BAR-003219-2021
Issue Date:
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.
Myol,n I I, i 1-711 7A i-
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IF;
T-� �-t T - I �-, I - 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.
'# I IQZ
1A
6�
,��---91(31NATIJRE PEfAIT OFFICEC)
CTOR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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(If different from Omw fisted aWve)
Addre"
city
state
stove
Contractor's Tel No,:
SAxety:
Name
Address
city
Amount of Bore
Telephone No,:
Name
Address Stake
Lander's Ta4Wux* No,:
Persons wdh4n the State of Florida dew9nated by the owner upon whom noticas or ot6er docionents may be served as PfOv�ded bY
Section 713,13(1)(a)(7), Ronda Statt its:
Narne —
Address City 5We—
Telephone Nwbar of Designated Person:
TeIMPhor* NtAmber of person or Entity Designated by Owner
Expiration date of Nobcs of Commenoement (ttla e)q�iraton date May not be before the complation of and finat payment to t
ner" to
00ntr4dor ' W WW be one year from the date of remdiN un*ss a dMerant date is specifedl� censi and fine pay' ]
WARNING TO OVVNEk ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEME
7 he
ARE CONVOERED IMPROPER PAYMENTS UNDER CHAPTER713, PARTI, SECTION713,13 FLORIDA STATUTE$. AND
REStXT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE, OF COMMENCEMENT MUST
DA
'T S
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONNSU
ID ME
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMSNCIN,3 WORK OR RECORDiNG YOUR NOTICE Or COMMENCEMENT,
. ots WaIed th , " I"
Under penalty of pequry, 1 declare, that I have read the foeeqoing roboe of commervarnont and tt�at the facts stated therein are tme to the
of my knowisdoe and belief
STATE-OFFFLORIDA
COUNTY OF PASCO
Sig Of or or Lossee,a Authorized
J�
A& UzLi� T11L T IL
.. -
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permitting
7r12 560c7
aeaaa
It II
WVV
Owner's Name
l c- r l
Owner Phone Numbe
Owner's Address
L22 6
6, CC, -Vo
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
i>
N:) C 0 Ck K(4
LOT # �o n
SUBDIVISION
F—
PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR F7
D �
ADD/ AL SIGN DEMOLISH
INSTALL L_J
REPAIR
�,,
PROPOSED USE
SFR
COMM OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE
SQ FOOTAGE
HEIGHT
[�DBUILDING
cot)
VALUATION
OF TOTAL CONSTRUCTION
=ELECTRICAL ��----Y���
=PLUMBING
=MECHANICAL
=GAS ROOFING
FINISHED FLOOR ELEVATIONS I
AMP SERVICE PROGRESSENERGY
SPECIALTY = OTHER
FLOOD ZONE AREA =YES
C�l b�>/
NO
BUILDER COMPANY 1141- A k vi m, ei 4 c- P c-1,(,e1'e4,\,(,eq(A I
tiGNATURE ff REGISTERED FEE
Address
License #
ELECTRICIAN COMPANY FEE CURREN =/N
SIGNATURE REGISTERED YIN
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURREN Y/SLJ
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License #
OTHER COMPANY
SIGNATURE REGISTERED LILN _J 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 & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a, ",(, Safety Page; {1 % set of Energy Forms. R-C-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction,
Directions:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7600)
— 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)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
OWFORNTR 0 1=1 ON
------- ---
may apply for he 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" ofthis
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
AN
mba;, Hir
imp
expansion Or exisfing DURaings, as specITiea 11
in rasco County Vrainance, number 63-01 and-RRV-01, as amended. I he undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —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.
•
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other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
t-xceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
"Jiling"OliflF4
OWL0111ja agaVA1.1 Z, valgEan"
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
as identification.
Notary Public
as identification.
- ----- Notary Public
Commission No, t,
A,40;�:Zo
=#_ 011111#011111[ M_011111�_ tl
cxRLOS MALDONADO
Commission # GG 346275
Expires June 18, 2023
Banded Th,u Troy Fain Insurance, 800�385-7019
BOUNDARY & AS -BUILT SURVEY
DESCRIPTON: (AS FURNISHED)
LOT 11, BLOCK a. zEPHYR LAKEs suammsjoN PHASES 1A, 2A. 2a, A14D 4A
AS RECORDED IN PLAT BOOK 80. PAGE(S) 37-48. OF THE PUSUC RECORDS OF PASCO COUNTY, FLORIDA-
FftVA
TE iAbTr.RACT - G�o � AREA
FAM cr MOW MAE 'AV'
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ADDRES&-
7966 BROAD POKM DRV&
Zt?H'fflH&15, FLOWA UM
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
DHJ TITLE OF FLORIDA, INC,
DHI MORTGAGE COWANY t.JDfr
OLD REPUBUC NA11ONAL TrTLE
HARRY WWAM SAUAN
GAIL PATRtCIA SALL.AN
NOTES:
t ALL DIRE-CDONS AM OWANCES HAW BEEN fJELD NERIM.
MCO"STE14CIES HAVE BEEN NOTED ON THE SURVEY, F ANY.
2. PROpmTr omom SHOWN HmaN v&RE scT/Fam am
03-14-21, UNLESS OTHEIVOSE SHOUIN.
THE aJRVEYOR HAS NOT ABSTRACTED THE LAND SHOW
HEREON FrR �� y �R% OF WAY, RES7RICTtONS OF
RECORD V**CH WA THE TM.E OR USE OF THE LAND
4 140 WROVEMENTS HA%E OMN LOCATED
5E"XDW- TWS SHOM HEIZVON ARE NOT TO BE USED TO
RECONSTRUCT THE BOUNDARY UINES,
6. ELEVATIONS SHOWN HEREON ARE BASED ON NGS HEMM"W
V862, ELEVATION 107-&V NAVID 19M DATUM-
mmmmm
M FEET
0
I
a
areby acknowledge that!Avc, have
thi'S-Survey andapprc)ve all
r tX �l erG set forth on thi-s �-;urvey,
11'Ne- hereby release- -, -ptle
afv and all liability �js �,o all matters
aft -led on thi unve
4
BOW
cl -
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 I MIGHT 30'OR LESS
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = I 0
L RISK CATEGORY = I
CALL V'IL -' V"IT'H PRe-vf ILING
ODES "--L'JP-'DA &JILDING COIDE1
NATIONAL ELEICTRIC coqDE,
AND THE MY OFZ-f Pp,%/Fc%qjj
ORDINANCES
REVIEW DATE N
ClZollr%e OF ZEP�fv—,R
PL ANEXNVIMER
LrA
-A-
YX.024"X I -LB ELITE
COMPOSITE PANELS OR
EQUIVALENT. FPA#: 7561.1
9'(
f HEREI'Y CCRTYY T14AT THESE PW
DESIGNED FCR AA ULTIMATE �C �T E E (RISK CATEGORY 1) IN ACC ANC
STRUCJT�L REQt JIRE S OF OF
FBC, BUILDING CODE, 94AP TE6
7TH EbITI0N,2020FBVFESI -Nii�
1609
'
u
z
SCREEN ROOM GENERAL NOTES
A. CONCRETE AND FOUNDATION DESIGN:
L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL 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 MIN) DEFORMED BARS, 93 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.
7, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING
OPC (PORTLAND CEMENT TYPE 1, ASTM C150).
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 INSTRUE 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 S-
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 HEIGITT.
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 -
SPECIFICATTONS 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 910 SMS 6" FROM THE ENDS & 12" ON CENTER, IF USING
# 12 SPACING MAY BE 24" ON CENTER.
6. VINYIJACRYLIN/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.
(ACRYLIGGLASS WINDBREAKERS INCLUDED)
D.FASTENERS
1, 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, PLAT'EI> 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 (Cr- 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 300 I8-8 UNLESS MANUFACTURER GALVANIZED BOLTS
SPECIFIES FOR USE W/ ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS,
9. ALL FASTENERS SHALL COMPLY W/ ASTM A153,
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.
B. REFERENCE STANDARDS
ASTM E 119
ASTM E 1300
ASCE 7-16
AA ASM35, & SPEC- FOR ALUMINUM PART I -A & I-B
ASTM C94
ASTM C 150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 2020, T II 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.
1. TYP - TYPICAL
2. SIM -SIMILAR
3. UON - UNLESS OTHERWISE NOTED
4,CONT-CONTTNOUS
VIE - VERIFY IN FIELD
G. RESPONSIBILITY:
I. 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
'SUNROOM 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 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 R3I0.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 18X 14XO.O3 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 & 91OXI/2" EMBEDMENT SMS OR TEK
SCREWS IN ALUMINUM MEMBERS TYPICAL.
JOB DESCRIPTION: SCREEN ENCLOSURE / WALLS
1, ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST) 130 MPH
NOMINAL DESIGN WIND SPEED Va d: 110 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: -._...__...._. + 27.2/-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
Z LIVE LOAD:
3001b, VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS
-
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURL.INS.
8_ PROPOSED 4" CONCRETE SLAB W/ 8"X8" MONOLITHIC FOOTER W/ (1) 95 REBAK
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
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2X2:_-_________________-__________-_---- - T XT X0.046"
3X2:__---------- _------------------------- ---- 3"X2"X0.050"
2X3:---------- ______-_-____------------ ---- T XYWO,050"
2X3:------------------------------------ 2"XYX0.070"
2X4: ----------- _-------------------------- 2"X4"X0.050"
2X5:------------------------------------------ 2"X5"X0.050"
OPEN BACK SECTIONS
IX2:__----------------------- _------ I."X2"X0.040"
IX3:------------- _------------------------ ----- VXYX0.045"
SNAP SECTIONS
2X2 SNAP: ----- ---------- ---------------------------- 2"X2"X0.045"
2X3 SNAP: --------------------------------------------- 2"XYX0.050"
2X4 SNAP: --------------------------------------------- 2"X4"X0.045"
SELF MATING (SMS)
2X4 SMB:
--- _ ________ _-__- 2"X4"X0.044"X0.100"
4
2X5 SMB:
___________________ __ ____ 2"XS"R0.050"X0.118"
2X6 SMB:
_________________________________________ 2"X6"X0.050"X0.120"
2X7 SMB:
------------- ------------------------------- 2"X7"X0.057X0.120"
2X8 SMB:
------------------- 2'X8"X0.072"X0.224"
I HEREBY CERTIF`-✓ IHP
2X9 SMB
------- -- - -- ------------- 2' X9"X0.072"X0.224"
DESIGNED FOR AN U
2XIO SMB:
--------------- _ -2"XI O"X0. 092"Xo.374
(RISK CATEGORY la ii
STRUCT0RALFE IRE
G C
FBC, BUILDIN ODE, (
p
7TH EDITION,i202O FBC,
,E PLANS
WIND SP
& THE
20 TOP PLATE
GH
(2) 410x3/4" TEKS THROUGH
�
(2) 4100/4" TEKS THROUGH
\_
2x2x0, 125 ANGLE & INTO
2x2xO. 125 ANGLE & INTO
BOTTOM OF 20 TOP PLATE &
BOTTOM OF 2.3 TOP PLATE &
(2)000/4"TEKS THROUGH
(2) 91 Gx3/4- TEES THROUGH
2x2xO. 125 ANGLE & INTO SIDE
2x2xO. 125 ANGLE & INTO SIDE
OF 20 ALUM. UPRIGHT (TOTAL
OF 20 ALUM. UPRIGHT (TOTAL
OF (4) 4100/4' TEKS PER
¢
OF (4) 4100/4" TEKS PER
2x2x4, 125 ANLGE)
2x2xO. 125 ANLGE)
2x3 TOP TO
20 ALUM.
UPRIGHT ATTACHMENT DETAIL
SCALE. NT.S
FASTEN 3" REC.
CHANNEL TO PANELS
W/ (1) #1 OX3/4"EVERY 8"
O.C. MIN. 5 PER 4'
PANEL TOP AND
EXIST. HOME BOTTOM OF CHANNEL
ROOF
OVERHANG &
FASCIA ELITE INS. ROOF PANEL
FASTEN CHANNEL TO FASCIA
W/ (1) 41 OX2" EVERY 12" O.C.
F INTO BLOCK WALL, ATTACH W/
(1) 412X2" 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"xO.024x I -LB EPS 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 SUPPORTBEAM
PANEL TO ALL BEAMS. FLORIDA PRODUCT
APPROVAL # 75611
COMPOSITE PANEL SPANSjj
WHEN EXCEEDING APPROVED SPAN
CONTRACTOR IS TO INSTALL A CONT.
HEADER MIN SPAN. HEADER IS TO BE
THE SAME SIZE AS OUTSIDE BEARING
WALL HEADER.
—101-10—
YX 024"XI-LB COMPOSITE PANELS
16'-3"
3'X.032"Xi-LB COMPOSITE PANELS
— 151-T-
4"X024"X I -LB COMPOSITE PANELS
(1) fl 0.2"LONG SMS SCREWED
THROUGH BOTTOM OF 1 x2 TOP
PLATE & INTO 2x HEADER SPACED
EVERY 18--24- O.C_ (MAX)
2x- HEADER
I x2 TOP PLATE
1W-24- (MAX) 6- (MAX)
(1) #1 Ox2- LONG SMS SCREWED
THROUGH BOTTOM OF I x2 TOP —
PLATE & INTO 2x HEADER SPACED
EVERY 18"-24" O.C. (MAX)
I x2 TOP PLATE
6- (MAX) 18®-24!* (MAX)
(2)#100/4"TEKS THROUGH2x2x0.125
ANGLE& INTO BOTTOM OF I x2 T,
ar
(2) 41 OX314" TEKS THROUGH 2x2xO. 125
TT ANGLE & INTO BOOM OF 1.2 TOP
\—PLATE
PLATE & (2) 9100/4" TEES THROUGH
& (2) # 10.3/4' TEKS THROUGH
2x2x0, 125 ANGLE & INTO SIDE OF 2x-
2x2.0. 125 ANGLE & INTO SIDE OF 2x
SMB UPRIGHT (TOTAL OF (4) #100/4-
SMB UPRIGHT (TOTAL OF (4) #100/4"
TEKS PER 2x2xO. 125 ANLGE) (OPTIONAL)
TEKS PER 2x2x0, 125 ANLGE) (OPTIONAL)
INTERNALLY SCREWED Ix2 TOP PLATE TO
SIDE OF SMB UPRIGHT ATTACHMENT DETAIL
SCALE: NT.S
ELITE ALUMINUM CORPORATION 3"xO.024xl-LB
EPS PANELS OR EQUIVALENT ATTACHED W/
1/4"0 x 4-1/2" LONG CORROSION RESISTANT
a, O.C. (MAX) METAL SCREWS 1-1/2"0 FENDER WASHERS. (6)
1/r PER PANEL TO ALL BEAMS. EPA# 7561.1
3" COMP. PANELS
20 HEADER
I x2 TOP PLATE -4-.4 r- � I lx2 TOP PLATE
COMPOSITE PANEL TO TOP
PLATE ATTACHMENT DETAIL
SCALE: NT.S
20 TOP PLATE---/ 'l,_(4) #100" INTERNAL
TEK SCREWS THROUGH
TOP PLATE INTO SCREW
BOSSES OF EACH POST
20 ALUM, UPRIGHT
2x TOP PLATE TO PB UPRIGHT
ATTACHMENT DETAIL
SCALE: N.T.S.
I HEREBY CERTIFY THAT THESE
DESIGNVED F�OR AN ULTIMATE W
(RI FGORY 1) IN ACCIO�o
XTION, 2020
1609 & THE,
E
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C3 Cr., we w 1E
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C4
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u
2' MIN. FROM 20 OR SMALLER UPRIGHT
EDGE OF SLAB
MIN. OF (2) #100/4" TEK INTO
2x2xl/8" ANGLE INTO UPRIGHT.
lx2 BOTTOM PLATE(BOTH SIDES OF UPRIGHT)
(1) 1/4"0 TAPCON SHALL PASS "x2"xl/8" ANGLE
THRU Ix2 BOTTOM PLATE
AND EMBED A MIN. OF 3"
INTO CONCRETE FOOTER.
(BOTH SIDES OF UPRIGHT)
3" MIN. EMBED.
CONCRETEFOOTER,
REFER TO "CONCRETE
FOOTER DETAIL PAGE"
FOR ALL REQ. SPECS.
20 OR SNIALLER UPRIGHT ATTACHMENT
DETAIL TO POOL DECK (SIDE VIEW)
SCALE: N.T.S.
(1) 1/4"0 TAPCON SHALL PASS
THRU Ix2 BOTTOM PLATE
AND EMBED A MIN. OF Y—
INTO CONCRETE FOOTER.
(BOTH SIDES OF UPRIGHT)
1/4"0 TAPCONS SHALL PASS
THRU I x2 BOTTOM PLATE
AND EMBED A MIN. OF 1- 1 /4"
INTO CONCRETE FOOTER.
(SPACED r_& 24" O.C. MAX ;k
MAX FROM EACH UPRIGHT)
OR SMALLER UPRIGHT
MIN. OF (2) # 100/4" TEK INTO
2x2xl/8" ANGLE INTO UPRIGHT.
(BOTH SIDES OF UPRIGHT)
2"Yc2"xl/8" ANGLE
BOTTOM PLATE
CONCRETEFOOTER,
REFER TO "CONCRETE
FOOTER DETAIL PAGE"
FOR ALL REQ. SPECS. I
2x-
ALUM.
UPRIGHT
OPT. I
1-1/2-X2-1/8*X2*
OPT. 2
4-#lOX2- S.M.S INTO
REC. CHANNEL CUP
W/2-#lOX3/4" TEK
INTERNAL SCREW
BOSSES FOR PURLIN
SCREWS EACH SIDE\
CHAIR RAIL OR
PURUN 7
r4�--#10W
4-flOX3/4- TEK
S.M.S INTO
SCREWS INTO POST
INTERNAL SCREW
INTERNAL
OR BEAM
BOSSES CHAIR RAILS
CHAIR RAIL/PURLIN
TO
POST/BEAM
CONNECTION
5CALL:N15
2x2 ALUM
(1) 1/4"0 TAPCONS
THRU Ix2 BOTTOM
PLATE & EMBEDDED
MINIMUM OF 3" INTO
CONCRETEFOOTER
Ix2 ALUM
UPRIGHT
(2) #1 0x3/4-'O TEK SCREWS
THRU 2"x2"x 1 /8" ANGLE INTO
UPRIGHT
(2) 1/4-0 TAPCONS THRU
ANGLE AND BOTTOM PLATE &
EMBEDDED A MINIMUM OF 3
INTO CONCRETE FOOTER
-2"X2"XI/8" ANGLE
I x2 BOTTOM
PLATE
4 At A
4
4
AV A 4
A 4 A
4
a a a
CONCRETE FOOTER,
REFER TO "CONCRETE
FOOTER DETAIL PAGE"
FOR ALL REQ SPECS,
I HERERY CERTITZ TI I/
DESIGNED FOR AN U
0
(RISK CATEGORY I
RE IRE STRUCTURAL UIRE
C ( C
FBC, BUILDIN �-ODE, (
7TH EDITION -020 FBC,
1#1
om
u
11