HomeMy WebLinkAbout21-1468 m
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t�omue City of Zephyrhills PERMIT NUMBER
z' 5335 Eighth Street
Zephyrhills, FL 33542 BAR-001468-2021
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 02/26/2021
Permit Type: Add/Alter (Residential)
Property Number Street Address
24 26 210110 00000 2660 3092 Nubbin Ridge Lane
Owner Information Permit Information Contractor Information
Name: WENDELL&YVETTE EVANS Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
Class of Work:Add/Alter Residential
Address: 3092 Nubbin Ridge Ln Building Valuation:$8,350.00
ZEPHYRHILLS,FL 33540 Electrical Valuation:$0.00
Phone: (813)992-1510 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 ((
Total Valuation:$8,350.00 ^I
Total Fees:$122.63
Amount Paid:$122.63
Date Paid:2/26/2021 8:53:22AM
Project Description
CONSTRUCT SCRN RM 184SQ FT W/SLAB
Application Fees
Building Plan Review Fee $40.88 Building Permit Fee $81.75
REINSPECTION FEES: (c)With respect to Reinsppection 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.
"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 with your lender or an attorney
before recording your notice of commencement."
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 PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fa"13-780-0021
Building Department
Date Received Phone Contact for Permitting 1(9�3
&Owners Name 015* E VAkAS' Owner Phone Number
Owner's Addross5oia Nuthb.N Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number
Fee Simple Titleholder Address
I
JOB ADDRESS 3D AW Y, IJA) R>-(A<, LOT#
SUBDIVISION I Aa�&,J PARCELID#1 =a)—q,'2&b0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEWCONSTRF ADDIALT SIGN DEMOLISH
INSTALL
t REPAIR
NSTALL F
PROPOSED USE = SFR 0 COMM OTHER
TYPE OF CONSTRUCTION BLOCK = FRAME STEEL
DESCRIPTION OF WORK im 1��c
t� 7
BUILDING SIZE SO FOOTAGE HEIGHT
uisV-&4L IL IL IL BUILDING
V
NG 11 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL is AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING
P-
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
*a*f4filiff a fog ap paql-S-q
_ Jd f fir,►
v
BUILDER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
. Add. Ucense# I scc CZ t k"
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN LIIN_j
Address License#F—
PLUMBER COMPANY
SIGNATURE I REGISTERED IYN FEECURREN LILN_j
Address —I License#F—
MECHANICAL COMPANY N ILL
SIGNATURE REGISTERED Y/N FEE CURREN _J
Address License#
OTHER COMPANY
SIGNATURE REGISTERED YIN FEECURREN
Address
I license# F
949-1 WIF 9.9 9 M.19.11.2-19 9 9 9,4 9 S.111.S 9 Vs W'a M-11-S 6,11:�SAL I'a a a-W Ir.s. , .
RESIDENTIAL Attach(2)Plot Plow.(2)sets of BuRding Plans-,(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsile.Construction Plans,Stormwater Plans w/Sift Fence installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisfors/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 now construclion.
Minimum ten(10)working days after submittal date.Requited onsite,Construction Plans,Stormwater Plans w/Sift Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all now projects.Ali commercial requirements must most compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—*PROPERTY SURVEY required for all NEW construction.
A
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 eantroctor)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 AIC Fences(Plol/Suntay/Footage)
Driveways-Not over Counter if on public roodways..noods ROW
913-7eo-0020 City Of Zephyrhills Permit Application Fax-613-780-Oo21
Building Department
NOTICEOFDEED RESTRICTIONS:The undersignedunderstands that this pemmif may be subject to"deed'restrfctrons'whfch maybe more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:if the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor BIock7 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 properly licensed and Is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILiTIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and W-07,as amended.The undersigned also understands,that
such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a'certificate of occupancy'or final power release.If the proj'ectdoes notinvotve a certifirats of occupancy or f`inat-
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County WatedSewer 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 I,the applicant.
have been provided with a copy of the'Florida Construction Lleri Law—Homeowner's Protection Guide'prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner.I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the'owner'prior to commencement
CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.i also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be In compliance.Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Wateri'Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, 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 X, 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 stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
if fill material is to be used in any area, i certify that use of such fill will not adversely affect adjacent
properties.If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If f amtheAGENT FOR THE OWNER,I promise in good faitlT to-inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand Mat a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,after,or set aside any provisions of the.technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any erodes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or it work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LIENDER OR AN ATTORNEY I3EFQR1E RECORDING YOUR NOTIPIFF OF GOMMIENCEMENT-
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to it efo me_th4s.
by by d
Who istare personally known to me orhasfhave produced Who islare person known to a or has nave produced
as identification. as idantifrcatio
Notary Public Public
Commission N. Commission Ko.
Name of Notary typed,printed or stamped Name of Notaly typed,piliffwo or stamped
o�1."46.gr, JACQUELINEBOCE3
'•: „:Commission#GG 276457 y
Expires Decemberl$2022
t ""•ar 8cnezd Thru Troy Fain lnstimoce& ,.r•.,
INSTRO 2021019360 SK 10268PG 1972
01/29/2021 01:35pm Page I Of I
Rapt: 2254845 Rec' 10.00
DS*. 0.00 IT; 0.00
SOWles, Esq. '0 Nikki Alvarez- & Comptroller ParcelIDNo
1. Pasco County Clerk
NOTICE OF COMMENCEMENP
State of County of 'AP14
THE UNDERSIGNED hereby gives notice that improvementwillbemad to certain real property,and In arcord,3,,*,Vth Chapter 713,Florida tut;'.
the following Information is provided In this Notice of Commencement: (0 pvhw
1. Description of Property: Parcel Identification No.A4 k-5 tZx11GR. aws,--& .23 7,?Pei j 0 a, Ld7,�'&ca
Street Address:
2. General Description of Improvement R lu /III I k.,> f"A-
S!,
3. Owner Information or Lessee Information If the Lessee contracted for the improvement:
VJe4Ae1 dVO'— :ems
Address city I State
Interest in Property:
Name of Fee Simple Titleholder:
(if different from Owner listed above)
Address --r- city state
4. Contractor:
gq Me
Address -2
city I State
R Contractors Telephone No.:
5. Surety:
Nam.
Address city State
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address city State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address city State
Telephone Number of Designated Person:
B. In addition to himself,the owner designates Of—
to receive a copy of the I-Ionor's Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of constru U and final payment to Lhe,
contractor,but will be one year from the date of recording unless a different date Is specified): b. , 04'r—
WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF C0MMPNr-,AAENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of me cement and that the facts state erein arc a to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
S nat4re.of owner or Lessee,or Owner's or Lessee's Authorized
Officer/Director/Partner/Manager
T me this,
,Le foregoing I trument was acknowledge before r 20ZI.by
a Y eof ut ly,e.g.,officer,.trustee,attorney In fact)for
(na P a half of whom Instrument was executed).
Personally Known[]OR Produced Identification 04 Notaly Signatu
Type of Identification Produced ICU 1)yZ-- Name,(Print)
e of u' *,eg,
(na half of 4
u
kL ojell�
d-b-
:LENA SEKULARAC
Notary Public-state of Florida
Commission#GIG 967468
My Comm.Expires Apr 30,2024
ionded through National Notary Assn.
mmaiMME" c05304B
v9 �
State Of Florida,County Of Pasco
This is to certify that the foregoing is a
a, .®d► true and correct copy of the document
on file or of public record in this office.
41 Witness m
In(jod-Wa7rusr o y hand and official seal this
day of 2C)Z .
J � Nikki Alvarez-Sowles,Esq.,Clerk&Comptroller
1887 •* P7c�'C�unty,F of rida`
�� O's 1 By �- Deputy Clerk
NOTES TAKE PREFERENCE. -
a
YVETTE EVANS N
WENDELLGEOFFREY EVANS PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
TO PROPERTY LINE.
# = 10' PUBLIC UTILITY EASEMENT
1
?l! k0 LOT 267
0' SN
�s�445,01,Lu
'
110. 3¢ r- 1 �46
`. N 83'47.82".W': y �,: �R o 2.
p;''�" 1FIra� t871
55.7
dct1-:�"o��`z`"? '`t 9 to
SN 0
�� v �~ U ..r' °' ��h2 24.8%........ U
JCL a
vbi a_ tt j toxc 0.7' i STORY
......24.Sj.wg7c a MASONRY o 4X4 PRTMPP) ww
uo ' - 1zs cov RESIDENCE o NO ID' ( ) z
1
' : v gry LOT 266 wIt
d 65.0,
7.0' a •.2� � yi t Ctf �.ar
2 2 ¢ 0 p 1-�r
pD, F�2a' N 83'47 s TA3 �'c�sx c wm
f SN&D O2" W 110.00' o s
f 1n _ �3,-1!
BOUNDARY-�� b o
o co
LOT 265 ! to 0i
LINEDATAOX&M
CE
L6 E S 06'N H W BEARIG DI 322..12'
CUMMDATA{f+BIMI
CURVE 1 RADIUS ARC CHORD BEARING DELTA LOWEST FLOOR ELEVATIONS:
CIGO 160.0D 15.22 15.21' S oa•56'29'W OV27.01" LIVING AREA: 74.81'
C189 270.00 32.57 32.55' N 09'4015 E 06'54'40
GARAGE AREA: 74.28'
DESCRIPTION: ELEVATIONS REFERENCED TO
a LOT 266, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2". NATIONAL GEODETIC VERTICAL
g° AS RECORDED IN PLAT BOOK 79, PAGES 102 THROUGH 110, DATUM OF 1929. MEAN SEA
OF THE PUBLIC RECORDS OF. PASCO COUNTY, FLORIDA. - LEVEL= 00.00 FT.
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101 CO458F EFFECTIVE DATE: 09/26/2014
m
Square Feet: 7239.61* LENNAR HOMES
EGE D:
(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, ALF= ALUMINUM FENCE, APU=
ry APPARENT PHYSICAL USE, BFE- BASE FLOOD ELEVATION, C/C= COV. CONC.. C/S= CONCRETE SLAB, COR.,= CORNER, CLF= CHAIN LINK FENCE. CONC.= CONCRETE.
COV.= COVERED. E/P= EDGE OF PAVEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE. FIR=- FOUND IRON ROD, FN&D=
FOUND NAIL & DISK, FPIP= FOUND PINCHED IRON PIPE, MAS.= MASONRY, NCF= NO CORNER FOUND OR SET, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP=
PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS,,SIR= SET-1/2".IRON ROD & CAP No. 4493. SN&D=
SET NAIL & DISK No. 4493 S W= SIDEWALK TBM= TEMPORARY BENCHMARK V F= VINYL FENCE W =`WOOD FENCE. WIT.= WITNESS
° JOHN R.BEACH&ASSOCIATES INC. Drawn By: I HEREBY• CERTIFY THAT THIS SURVEY WAS MADE UNDER MY
+ SMS RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF
N SURVEYORS AND MAPPERS Checked By, PRACTICE.FOR SURVEYS AS.SET FORTH.BY:THE FLORIDA BOARD OF
N 911 WEST ST. PETERSBURG DRIVE LAND SURVEYOR5' IN' CHAPTER 5J-17.055 THROUGH 5J-17.053.
ONE OLDSMAR. FLORIDA 34677 JRB FLORIDA AD1,IINISTRATIVE CODE, PURSUANT'TO SECTION 472.027
WAY - Scale:
(813) 854-1276 FAX (813) 855-8370 1"=30' R ORIDA STATE-STATUTES.
NOT VALID WITHOUT ORIGINAL SIGNATURE Date:
General Notes 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
. : .,
FLAT WASHERS AND NUTS. HOME.
A.CONCRETE&FOUNDATION DESIGN: 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE :� o
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING �' '
PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.17 IN ' s
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. ®
MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY C ! a
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
IN LIEU OF WELDED WIRE MESH 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, t r FN
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH s
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT.
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR r „• ;�a° �
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED '
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PROFESSIONAL ENGINEER SEAL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGINEER OF RECORD:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE David W. Smith P.E.
3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608
AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH Thomas L. Hanson P.E
CLEAN POTABLE WATER. 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 101 MPH FLORIDA LICENSE:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: 1
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: B Myron Max Neal P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS: FLORIDA LICENSE:86663
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 SCREEN ROOF: N/A
2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN WALLS: 23 PSF Joel Falardeau P.E.
RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 20 PSF FLORIDA LICENSE:70667
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 7'
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. E rik Stuart P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE:77605
ASTM E 119 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
B.MASONRY: ASTM E 1300 7. LIVE LOAD: FBC Plans &Engineering
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 300 1b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Services, Inc.
TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&1-B 10 PS"VERTICAL DOWNLOAD ON SOLID ROOF. 6272 Abbott Station Dr.Unit 101
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 8. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC Zephyrhills,FL 33542
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 SLAB W/FIBER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE Ph#(813)788-5314
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 UPLOADS FOR THE PROPOSED STRUCTURE.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 9. SCREEN ROOF TYPE: NIA Fax#1-(866)824-7894
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 10. SOLID ROOF TYPE: 3"X48"X0.024"ELITE BPS COMPOSITE PANEL ROOF 21b FOAM E-mail-erb@fbcplans.com
HEIGHT. ASTM A615 DENSITY,FLORIDA PRODUCT APPROVAL,FL 756 1-R5 OR EQUIV. Website-www.fbcplans.com
ASTM A185
C.ALUMINUM: FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20&23). C.O.A.-#29054
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: DATE: 01/13/2021
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED • HOLLOW SECTIONS
0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT DRAWN BY:ST
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 2 x 2:---------------------------------------2"'x 2'"x 0.044'
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" REVISION: DATE:
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1. TYP--TYPICAL
2.SIM--SIMILAR 2 x 4:---------------------------------------2"x 4"x 0.050" R0 1
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3. LION--UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 4.CONT--CONTINUOUS 3 x 3:---------------------------------------3"x 3"x 0.125" RO 2
PREPARED BY THE ALUMINUM ASSOCIATION, 5. VIE--VERIFY IN FIELD
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 7TH • R0 3
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS LL VVOR SN
ALUMINUM).
4G.RESPONSIBILITY: D BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040" CODES FLv '' COMPLY 17°r t RO 4
PRESS O
RE THE ETA D LUMBER PROVIDE DIELEC RIC STEEL,OR 1. CONTRACTOR IN ALL SITE WORK ACCORDAN E WILL BE R TH APPL CABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" ANA7*I0fi1A(,ELECT SUIT 3r�VG CODS.' }-"'fC: Job# 21_0113_237
SEPES,LOCAL ORDINANCES,ETC.
5. ALUMINUMAMEMBERS
SHALL
BE S IT 2E WITH
NO LESS
2 NORATION. NNTRACT RSHALL
VERIFY ALL
DDIMENSIO S AND
BET DEN CS, SNAP SECTIONS ORDINANC OFZ !0y M'IL`S PROJECT ADDRESS:
THAN #1 SMS 6 FROM DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" EVANS
USING#12 SPACING MAY BE 24"ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 3092 NUBBIN RIDGE LN
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 SMS:---------------------------------2"x 4"x 0.045" ZEPHYRHILLS,I LLS, FL 33540
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:---------------------------------3"x 3"x 0.090" FV�
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR.
VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING [SMB) A Op
MANUFACTURER. CONTRACTOR:
ATTACHED TO HOST WITH 1/40 X 1-3/4"EMBEDMENT&24" 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" N
O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" PATRIOT SCREENS, INC.
WOOD SCREW WHEN IN WOOD
X 1/2"EMBEDMENT SMS LICENSED P.E.IH ACCORDANCE WITH STANDARD
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" �R 1
2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS S- 12 x 2:---------------------------------------2"x 2"x 0.090"
'•fill;'-'
DOOR LOCATION MAY BE DETERMINED
> >> S 3 IN THE FIELD BY THE CONTRACTOR. Po F�°` v , .. y��
86
v 1x2 S-3 1x2 II I I I Co
O III I I I 11 (N I PROFESSIONAL ENGINEER SEAL
II ( ( I 1 ENGINEER OF RECORD:
III I I 111 David W. Smith P.E.
cxj III ' I 1 111 FLORIDA LICENSE:53608
III I ( 11' Thomas L. Hanson P.E
X I I i I I i I I 3X2 FLORIDA LICENSE:38654
II DJ Myron Max Neal P.E.
2 X 4 L�-) II ( III F I FLORIDA LICENSE:86663
LI) II '3"X48' X0.024" 2 I LB FOAM III s-3 I Joel Falardeau P.E.
I �II I C )I IzIII �
II COMPOSITE PANEL R00F III 2X4 FLORIDA LICENSE:70667
CREEN ROM '"�II Erik Stuart P.E.
m cqii ' MIN.I SLOPE " p ER ' IcII x FLORIDA LICENSE:77605
0' w III I I I i i r,-I ^ FBC Plans&Engineering
II I I Ili z 1- Lp Services, Inc.
X 'l I II I 0 6272 Abbott Station Dr.Unit 101
OQ N 'II S [( II' I Zephyrhills,FL 33542
N II I I S-3 S-4 I I I I Ph#(813)788-5314
III ' I IIIII X Fax#1-[866)824-7894
III „— I II N E-mail-erb@fbcplans.com
I ' 3- E-8 III Website wv✓w.fbcplans.com
1 x2 1 x2 C.O.A.-#29054
' - DATE: 01/13/2021
1 1
DRAWN BY:ST
1 3 ' - 6 " REVISION: DATE:
PROPOSED 8"X8" RO1
FOOTING W/ ( 1 ) R02
R0 3
#5 REBAR W/ 4" R04
MONOLITHIC SLAB Job# 21.0113.237
X X X PROJECT ADDRESS:
N N N EVANS
3092 NUBBIN RIDGE LN
ZEPHYRHILLS, FL 33540
H CONTRACTOR:
S-3 PATRIOT SCREENS, INC.
2x2(typ)
1x2
5 - 9 " G FLOOR PLAN
(typ) S-3 S- 2
If
UPRIGHT
s Fy
SECONDARY ANGLE MIN `crt� � ` � �o'� ®00
H
(4)#10 X 3/4"SMS 0.125"THICK(NOT I.
ALUMINUM RISER PAN Y MEMBQIER) FOR 2X3
FASTENING SECONDAR ,gyp /j
.
ANGLE TO COLUMN(TY
EACH SIDE] PRIMARY 2"X 2" s �1
@ 8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL (B)-CONCRETE SCREW e °
ANCHOR INTO SECONDARY I (2)#10 X 3/4"SMS FASTENING Q'Fe'��`°�
EQUAL TO COMPOSITE PANEL I COLUMN TO PRIMARY ANGLE
THICKNESS PLUS[1)INCH) ANGLE(TYP EACH SIDE)(SEE p (TYP EACH SIDE) �� „�-j 9•TMR"
OPTION#1 ••'4f�� �'�`� `�
0 1"X 2"BASE MEMBER a s
SEE DETAIL C2 FOR (4)#10x 112"SMs (TYP EACH SIDE)
ALUMINUM RISER PANS Detail C 2 INTO SCREW BOSSES OPTION#2 ANCHOR SPA PROFESSIONAL ENGINEER SEAL
(MIN)(TYP)(SEE TABU) (1)- CONCRETE SCREW(SEE
4 TABLE)ANCHOR INTO PRIMARY ENGINEER OF RECORD:
ANGLE AND @ 1/4"0 CONCRETE
2"X2"OR2"X3„ O.D60"ALUMINUM INTERNAL 3"(MIN) SCREW ANCHOR@ David W. Smith P.E.
OR EXTERNAL RECEIVING 24 O.C.BETWEEN COLUMNS
MEMBER FLORIDA LICENSE:53608
I CHANNEL W/(4)#10 X 3/4" NOTES: (TYP EACH SIDE)
INTO INTO BEAM OR 1/4"&3/8"0 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
fiiJllhfflll 2 1 4PRINTO(z) OR FLORIDA LICENSE:38654
(2)- / "0 MACHINE I OPTIONAL 1"X 2"FASTENED LEG INTO GIRT oR PURLIN- Concrete Scre ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
I S Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
BOLTS WITH 3/4"
TO COLUMN WITH(2)#10 X 2" e SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW Myron Max Neal P.E.
WASHERS THROUGH I SMS INTO SCREW BOSSES 5 3 '„ : :' UPRIGHT OR BEAM-SNAP ize B Min.Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE:86663
POST AND EDGE BEAM r r R SELF MATING OR
I I AND FASTENED TO EDGE 22 GA KICKPLATE INSTALLED W/J ;;=�• 2X3-1/4" 0 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
BEAM WITH(1)#10X1-1 2' #1D/3/4"e12"o.C HOLLOW Joel Falardeau P.E.
/ � 2x4-1/4" 1 3' WHEN A PAVER DECK[S PRESENT.
SMS WITHIN 6"OF COLUMN OPTION 2:VINYL SIDING CHAIR RAIL&GIRT CONNECTIONS 5-1/4" 1 3 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
AND @ 12"O.C.MAX 2x6-3 8 ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED FLORIDA LICENSE:70667
OUS EDGE BEAM
POST 2x7-3/8" 1 5' BY ENGINEER. Erik Stuart P.E.
NOTE: EDGE BEAM SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. 2x8-3/8" 2 4. /1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE:77605
[ 4" CONNECTIONS AS 2X4 SHOWN IN TABLE.
2x10-3/8" 2 4.5 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"0 X 3"LAG FBC Plans &Engineering
SCREW FOR 3/80 LDT FOR BOTH PRIMARY&SECONDARY ANGLES. SerVICeS Inc.
S3 SCALE:NTS 6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 ,
MEMBER. 6272 Abbott Station Dr.Unit 101
G 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills,FL 33542
S-3 SCALE:NTS Ph#(813)788-5314
Fax#1-(866)824-7894
E-mail-erb@thcplans.com
OPTION#3 MOUNT RECEIVING CHANNEL Website-www.fbcplans.com
3"RECEIVING CHANNEL DIRECTLY TO FASCIA WITH(2)114"X 3"LAGS C.O.A.-#29054
W/(2)#12 X 1"SMS @24"O.C.INTO RAFTER TAIL&(1)@ 12"O.C.
1-1/4"NEOPRENE WASHER @
16"O.C.TO FACE OF GUTTER DATE: 01/13/2021
HINGE LOCATION-
--------------- ------ DRAWN BY:ST
2"x 2"EXTRUSION ------------------------- EXISTING MASONRY REVISION: DATE:
2"x 2"EXTRUSION _ _ _ _ _ _ _ _ _ _ _ _ WALL GROUTED
SOLID RO 1
OPTION#1 ROOF GUTTER FACE O O @ CONNECTION
HINGE LOCATION DOOR RO 2
3"RECEIVING CHANNEL W/ 1/4"X 3,,MIN.
#14X4"SMS,1-1/4"NEOPRENE /AG SCREWS 00 RO 3
WASHER @ 8"O.C.PER PANEL N.N12"O.C. 1/4"D X 2-1/2"
-••-••-••-••-••-••-••-••-••-••-••- MASONRYSCREW3"FROM R04
- - - - - - --------- - 2"x_ENDBEAM END&@24"O.C. Job# 21_0113_237
(SEE SHEETS-2 FOR SIZE) I PROJECT ADDRESS:
HINGE LOCATION 2"x 2"x 1/8"x BEAM DEPTH" EVANS
RECEIVING CHANNEL__J 3092 NUBBIN RIDGE LN
W/(1)1/4 x3 CONCRETE 1"X2"OPEN BACK
ANCHOR INTO WALL& ZEPHYRHILLS, FL 33540
NOTES: (4)#10 x 3/4"SMS EACH
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. SIDE INTO BEAM
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. THE HOST STRUCTURE
3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 5/8"SMS. FASTEN A GUTTER BRACKET @ SHALL HAVE AT LEAST A NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW CONTRACTOR:
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1"SMS @12"12"O.C.AND WITHIN 3"FROM BEAM&@ 24"O.C. TRUSS SYSTEM. ROOF ANCHOR OF MASONRYIGNS SHALL BE OF ANCHOR SCREWS IDENTICAL SIZE AND EMBEDMENT AS THAT PATRIOT SCREENS, INC.
END OF THE UPRIGHT. CONTRACTOR SHALL
SUPER GUTTER VERIFY THIS AND IF S2
END BEAM TO HOST STRUCTURE DETAIL
SMALLER-CONTRACTOR
S-3 SCALE:NTS
SHALL BRING STRUCTURE
F TYPICAL SCREEN DOOR CONNECTION DETAIL OPTION#2 ROOF ON GUTTER LIP UP TO A 2"x4"FASCIA AND _
S_ SCALE:NTS ENSURE LESS THAN A 2'-0" DETAILS
Si OVERHANG.
OPTION#1,#2 COMPOSITE ROOF TO GUTTER DETAIL
S_ SCALE:NTS S- 3
OPTION#1 OPTION#2 „*L! •
e 1% a ,Z
(4)#10x1X"SMS I I ') 4 O• i
INTO SCREW BOSSES I = •
GRADE— ———— ———— 1/4"0x2"-l/2 MASONRY ANCHOR ® °- ✓��' Fcb E���'�
I 2"X2"OR 2"X3^ I 0.062"ALUMINUM INTERNAL I / IF WOOD SUBSTITUTE IDENTICA i".� '� uc •+f ®���
pD `�� - • MEMBER I DR EXTERNAL RECEIVING [, WOOD SCREW OR LAG 6"FROM
CHANNEL W/[4)#10 X 3/4" I / TOP&BOTTOM&@ 24"O.C.
(1)#S REBARCONTINUOUS W/25" I INTO INTO BEAM OR r w
'OVERLAP AT ALL JOINTS ON 3" I UPRIGHT.(2)#12X 3/4"EA / 1"X2"OPEN BACK
H t CHAIRS LEG INTO GIRT OR PURLIN- I PROFESSIONAL ENGINEER SEAL
TYPE I[MONOLITHIC SLAB #12x3/4"SMS EA LEG)
I(D.062"ANGLE CLIPS w/(2) / ENGINEER OF RECORD:
MODERATE SLOPE FTG
SLOPE:2":12"-3":12" / David W. Smith P.E.
UPRIGHT OR BEAM-SNAP I
DR SELF MATING OR I/ FLORIDA LICENSE:53608
HOLLOW
NOTES FOR ALL FOUNDATION TYPES:
PURL[N OR GIRT TO BEAM OR POST DETAIL / Thomas L. Hanson P.E
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL SCALE:N.T.S. FLORIDA LICENSE:38654
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE Y 1"X2"OPEN BACK Myron Max Neal P.E.
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING _ _
OF CONCRETE. FLORIDA LICENSE:86663
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND
#10x1-1/2" MIN Joel Falardeau eau P.E.
COMPACTED PRIOR TO POURING OF ANY CONCRETE,
(2]
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. THRU SCREW BOSS OF FLORIDA LICENSE:70667
1"X2"OPEN BACK
Erik Stuart P.E.
TYPE II MONOLITHIC SLAB/FOOTING • • • OPEN BACK TO HOST STRUCTURE DETAIL FLORIDA LICENSE:77605
-= SCALE:NTS
S-4
UPRIGHT OR BEAM FBC Plans&Engineering
KICK PLATE • -SNAPORSELF Services, Inc.
ATTACHED TO ALUMINUM MATING OR
MEMBER W/[1J#105 HOLLOW
6272 Abbott Station Dr.Unit 101
3/4"@ 24"D.C.
• Zephyrhills,FL 33542
Ph#[813)788-5314
KICK PLATE ATTACHED TO ALUMINUM MEMBER Fax#1-(866)824-7894
SCALE:NTS
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 01/13/2021
ALUMINUM RISER PAN
DRAWN BY:ST
(4)#12 SMS W/3/4" REVISION: DATE:
WASHERS PER 12"PANEL
RO 1
R0 2
#12 SMS W/1"0 NEO-WASHERS Detail C2
@ 8"O.C.(USE SCREW LENGTH
RO 3
EQUAL TO COMPOSITE PANEL
THICKNESS PLUS(1)INCH)
FASTEN.06D REC.CHAN.TO RO 4
BACKSIDE OF 2"XH"EDGE BEAM
SEE DETAIL C2 FOR W/(S)#10 SMS W/3/4"
ALUMINUM RISER PANS STAGGERED Jo b# 210113237
W/(H)#10 SMS W/3/4"
INTO SIDE FLANGES PROJECT ADDRESS:
I I2X[H) EVANS
® ® EDGE
® ® BEAM 3092 NUBBIN RIDGE LN
APPLY EDGE BEAM W/REC.CHANNELS ®® ® ZEPHYRHILLS,LLS, FL 33540
TO NOTCHED POST FASTEN.060 REC.CHAN.TO
UNDERSIDE OF 2X EDGE BEAM
W/(4)#1O SMS W/3/4" CONTRACTOR:
CONTINUOUS EDGE BEAM POST STAGGERED
W/(2)#10 SMS W/3/4" PATRIOT SCREENS, INC.
INTO SIDE FLANGES
NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN.
REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP.
ROOF PANEL TO EDGE END BEAM CONNECTION ALT.DETAIL
SCALE:NTS
DETAILS
S-4