HomeMy WebLinkAbout23-5849=M,
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
mme���
li Mail
BAR-005849-20 3
Issue Date: 03/30/2023
accordance wl h City Codes and Ordinances. NO OCCUP NCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
MAN,
PE IT OFFICE
THOUT APPROVED INSPECTION
513-750-0020 City of Zephyrhills Permit Application Fax- 13-780-0021
Building Department ``
Date Received ,.
wner"s Name 0111 V` I��
Owner' Address, f ` . i' � I, a° a%,� �-L0 L\; C 0
Fee Simple Titleholder Nance
Fee Simple Titleholder Address
WORK PRPO E
Owner Phone. Number
Owner Phone Number .p
Owner Phone Number
LOT #a
ti _ RAR ELI e`3�'0, C(1
PROPOSED USE
PE F ON TRUCTI N
DE RIPTI N` `WORT(
NEW CONITII
INSTALL
ADDIAIT
REPAIR
SFR
Comm
BLOCK
FRAME
SO FOOTAGE"t
MBUIL IN
ELE TRICAL � do
MECHANICAL
=GAS ROOFING
FINISHED FLOOR ELEVATIONS
C
SIGN
OTHER
STEEL
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY W.kE: e
0,3qIO
VALUATION OF MECHANICAL INSTALLtA ClN �
SPECIALTY OTHER
FLOOD ON AREA =YES . NO
-POMPANY
REGISTERED Y l N FEE WnREIIY 1.N
Address 1) . "Ln 11.k § C'
ELECTRICIAN : COMPANY
SIGNATURE REGISTERED
Address
Address
go
Address = License #
itlIII111itii1.1..11' oil I'll 111111111111i11111t1111/ii111,I,f11 11'11111191
RESIDENTIAL Attach (2)°P'lot Plaw9 (2): sets of Building Plans; (1),set of Energy Forlms;,RdO-W:Perrnit for new construction,
Minimum ten (10)'working days after submittal dite, ' Required ohsite', Construction Flares, to +meter Plans W/ Silt Fence"Install6d,
Sanitary Facilities & 1 dumpster Site Work Permit for subdivisions/large projects
COMMERCIAL, Attach (2) complete sets of Building Plans plus a Life Safety •Pagel (1) set of Energy Forms, Re -W Permit for new construction.
Minimum t (10) working days after submittal date.. Requiired,onsite, Construction flans, Stormwater Plans wP>Stlt;Fencd Installed,
Sanitary Facilities & 1 dumpster, Site Work Permit,for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach () sets of Engineered Plans.
****PROPERTY.$URVEY`required for all NEW construction.
Directions.
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencemontis required. (AIC upgrades over $7500)
Agent (for thecontractor) or Power of Attorney (for the owner) would be someone with rrol adiatter frono"
toft , uthorizing same
COVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service upgrades A/C Fonces (PIct/SurveyfF t�ge)
Driveways -Not over Counter if on public roadways..needs ROW
!_w i re personally known to me orb sfh ue produced
as id ntifi flon.
may be subject to "deed" restrictions"
responsibility for compliance with any
i
i{
Bayheads, Wetland Ares, Altering
Unit -Wells, Wastewater, Treatment,
ad that a drainage plan addressing
is prepared. by a, professional engineer
permitted building lasing stem mall'
erg Ovalle
fill will not adversely affect adjacent
, the owner may be cited -for violating
application, for lots less than one (1)
of the permitting conditions t forth in
twit may be required for electrical work,
cific lly included .ln the application,
s authority to violate, cancel, alter,,or
k ilt the Building Official from thereafter
very permit issued shall, become invalid
emit issuance, or if work authorized,.by
the work is- commenced,,' An extension
ninety (90) days and will demonstrate
the Job is considered abando .
V t . ,> L
MOM.—
CONTRACTOR-- _
Subscribed and sworn to (or ffirrned}.b fbrome this
by
who -is/are personally known, to rre-or has/have,produced
ds identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
INSTR#2023021818OR BK10763PG558
02106/2023 12:06 PM RCpt 2548463 Rec: MOO DS: 0,00 M OM
Nikki Alvarez-Sowles, Esq, Peaco County Clerk & Comptroller
230 12,705
Peffnit RM PWOW to % 0 0 — O'Z 7 0
& Ownerfolbommlon orLasma Irdomman #thewf
Add=$ CRY A
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Name of Fee Simple TIOdMar
Addmax
C Contwhr, Patio Enclosures city
_ZOMPa FL
CRY Slats
Coftsatw% Telephone No.;
b. Name
uJ
Address CRY
Am&untafOand: S Talsoaft
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Lender r
21,
C°
Address CRY
Lenders Talophow Nw.
T. Patemw w%'&% Me $We of FWft designated by ft Owner UPO notm or *Qw swummas my ba sonoxi as pmMed by
$ad= 71313(l)(sM Pladde SWUlm
Nwe
Ad *=% CRY
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Tolophawo Ncmbw of Designated Pomm
in to himself " Of—,
addition qmw vissignatea
to pao" a oW of ft LUmars Nwks as pmvMW h Se*n MAS(i)(b), Mends SWUMS,
EWmftn date of Notics, of Commencement (the m#hWan date may not be bellem the mnoetion of conabWen and WW Paymem to ft
conazdar, but vAll be ons yea Win the d0s, of racwft weim a dUemot date to #PNMOd):
UnM =II vf� declam W I have mad ft Ismiialng no ft of commarosawit and M ft facts staled thamin am Vw to ft bast
a C =*'
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®1 4 Contract
HARTSHORN Ltt3 Uerittrre Cove
T10
ATIO CUSTOM
Tampa, FL 33637 cac11331619
931
LE LOSURE TI 11320 eatda ;mprovert7ents.corn Tarnpa��r y
IIY WEPFDnv nAFt 5MfHl5 tiG Er CnFnr[uvirt3AeM&itG
Date 20
I, the hereby accept your proposal to furnish all labor and material necessary to perform the following worse on the premises of the
fhvnel � l _
Icx;at®d�—
t
n the City of 6 t� l� _ State of ! Zip _- Phone
Castor nor email address l><Z___._ __ _ _ Phone r
Sales representative R A_t_ ._ _-- LicenseIf C,. ;
-..... Its applicable) _. .
This contract shall be considered non -cancelable after loyal cancellation period has expired.
THE WORK TO CONSIST OF.
)(See, scope details outlined in tP;e Project Proposal.
ACCORDING TO FLORIDWS CONSTRUCTION LIEN LAIN (SECTIONS 713.001-713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES
AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST
YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN, IF YOUR CONTRACTOR
R SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS OR MATERIAL SUPPLIERS, THOSE
PEOPLE MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY UY PAID YOUR
CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY
ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS THAT IF A LIEN IS FILED, YOUR PROPERTY
COULD BE SOLO AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS OR OTHER SERVICES
THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT
YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE,
YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM
ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S
CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN
ATTORNEY.
Work to start approximately _. Aweek& from the date of this contract and to be completed approximately _ — -weeks after
commencement if not delayed by building permit, delivery of matefais, weather, strikes, fires, or other conditions beyond Seller's control. The
completion date is not of `-,he essence.
Single -glazed and non -thermally broken sunrooms with insulated glass are NOT designed to MAINTAIN temperature, but rather
assist with heating or cooling performance.__.--
(Cus!rnIurlriiialsj
PERMIT LOCATION
Contract Price
6.1.-___
Down Payment
$
$
Due Upon Measure
Balance Due upon
Substantial Completion
Source of Sale
THE DOWN PAYMENT SHALL BE
UNDERSTANDING PARTIES.
Subject to the terms and conditions which appear on the FACE of this contract, as well as the separate Terms of Sale and
applicable state addendum. Customer acknowledges receipt of a copy of this contract (4 pages), state addendum fit required),
product warranty and duplicate notices of cancellation. _._m narals,
"You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction.
See the attached notice of cancellation for an explanation of this right."
Date Down Payrnent Received m _.
(< us+a+�r Srgnature)
By rS,gna'.uro of Safes roDvs2ni&Siva)
_14 1 COPPORA' t 7 0 iil�jhls iR J A9ac; d 011 44050 1 800-2d434O3
C E!A RAY 0%,Vl PAY1MPR0VEM N'tS,(X)M ( RIMOUNCIOS ,S, 30 t 1 5 ANEKMNM%,VS.IXOM
BEARINGS ARE BASED ON THE WESTERLY LINE OF LOTS 26, 27 & 28. SECTION 04 - TOWNSHIP 26 SOUTH - RANGE21 PAST
SAID LINE BEARS N07" 06' 48"F_, PER PLAT. PASCO COUNTY - FLORIDA
I EGN DEC^.RIPynN:
(ORB 10512, PG 2263)
LOT 27, OAKS OF PASCO, ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 80, PAGE
113, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
1. THE BOUNDARY SURVEY AS SHOWN HEREON, WAS MADE
WITHOUT BENEFIT OF ABSTRACT OF TITLE. THE UNDERSIGNED
AND TERMINUS SURVEYING, LLC, MAKES NO GUARANTEES OR
REPRESENTATIONS REGARDING EASEMENTS, CLAIMS OF BOUNDARY
LINE DISPUTES, AGREEMENTS, RESERVATIONS OR ANY OTHER
SIMILAR MATTERS WHICH MAY APPEAR IN THE PUBLIC RECORDS
OF THE LOCAL COUNTY COURTHOUSE.
2. THIS BOUNDARY SURVEY WAS PREPARED FOR THE EXCLUSIVE
USE AND BENEFIT OF THE PARTIES LISTED HEREON. LIABILITY TO
THIRD PARTIES MAY NOT BE TRANSFERRED OR ASSIGNED.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
3_ ADDITIONS OR DELETIONS TO SURVEY MAP OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
4. THIS BOUNDARY SURVEY DOES NOT DEPICT OWNERSHIP. THE
PURPOSE OF THIS BOUNDARY SURVEY IS TO ESTABLISH THE
PERIMETER BOUNDARY LINES OF THE LAND OR LANDS
DESCRIBED IN THE LEGAL DESCRIPTION AS SHOWN ON THIS
BOUNDARY SURVEY AND IS NOT TO ESTABLISH OWNERSHIP.
5, BOUNDARY SURVEYS BY NO MEANS REPRESENT A
DETERMINATION ON WHETHER PROPERTIES WILL OR WILL NOT
FLOOD. THE LAND WITHIN THE BOUNDARIES OF THIS BOUNDARY
MAY OR MAY NOT BE SUBJECT TO FLOODING, THE LOCAL
COUNTY/CITY BUILDING DEPARTMENT HAS INFORMATION
REGARDING FLOODING AND RESTRICTIONS ON DEVELOPMENT.
6, NO UNDERGROUND FOUNDATIONS, INSTALLATIONS OR
IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN_
7. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN SHOWN.
8. OWNERSHIP OF FENCES WAS NOT VERIFIED AT TIME OF SURVEY.
S. ALL. MEASUREMENTS ARE IN FEET AND TENTHS, UNLESS
OTHERWISE NOTED.
IC. MEAN HIGH WATER LINE WAS NOT DETERMINED AT TIME OF
SURVEY. (ONLY APPLICABLE WHEN ABUTTING BODIES OF WATER)
11. FLOOD ZONF: SUBJECT PROPERTY SHOWN HEREON APPEARS TO
LIE IN FLOOD ZONE -X" Sc 'WE', ACCORDING TO THE NATIONAL
FLOOD INSURANCE RATE MAP, COMMUNITY 120235 PANEL
NUMBER 12101CO452F, REVISED 9/26/2014.
LINE DATA:
L-1:
N 0706'48' E 36.03'(P)
N OT06'49' E 36.09'(M)
L-2:
N 07'06'48' E 50.00'(P)
N 07*06'48' E 50.00'(M)
L-3:
N 0706'48' E 50.00'(P)
N 0706'48' E 50.38'(M)
L-4:
BASIS OF BEARINGS
N 0706'48' E 136.03'(P)
N 07'06'48' E 136.47'(M)
L-5:
S 07'06'48" W 50M'(P)
S 07'07'27' W 50.07'(C)
L-6:
S 07'06'48" W 100.00'(P)
S OT13'38" W 100.08'(C)
L-7:
S 82`59'49° E 11OA9'(M) TO WC
FCTR 1/2'
�LB6393,
NW CORNIER
OF LDT 28
w
4.115.00
ADDRESS:BOUNDARY SURVEY
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LEGEND (NOT TO SCALE)
THIS SURVEY WAS MADE UNDER MY DIRECT SUPERVISION AND COMPLIES LLADPUSU IV: I .Tuts IwIHI TIU v:
2. ccumm
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VnTH THE STANDARDS OF PRACTICE ASSET FORTH IN CHAPTER 5J,17 FLORID - BERTHA WEAVER
CREW CHIEF: JD
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ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027 FLORIDA STATUTES. - HARLEY WEAVER
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REVISIONS
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PROFESSIONAL SURVEYOR & MAPPER #3930 ronirminus.com
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THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND
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THE ORIGINAL RAISE SEAL ONAFLQRLrJA SURVEYOR&MAPPER. GOPvrttGi?i 2oas ev TEw+iNus SumrErfNG, uC CE�zriF�CaTE OF tarirwRirnT�Orv� to $82D7
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DRAWINGNDEX WEAVER PROPERTY
SHEET
SHEET TITLE
01
GENERAL NOTES
02
STRUCTURE PLANS
03
SUPPLEMENTAL DETAILS
GENERALNOTES
A. DE --SIGN CRITERIA
1.0 REFERENCED STANDARDS
11 THE FLORIDA BUILDING CODE, 7TH EDITION (2020)
1.2 ASCE 7.16
1 3 ASTM SPECIFICATIONS FOR CONCRETE AND M SNR"- A T. S. -EDITION,
s. AC 3 6 �.TE Dl-1-lt3N BUILDING CODE REQUIREMENTS . 'x�? STRUCTURAL CONCRETE.
1 5 ,A,vi 520 LATEST EDITION BUILDING CODE REQUIRE1AEtNTS; OR MASONRY STRUCTURES
,. AA ADMI-2015
1,7 AA ASM 35-00
1.8 NATIONAL DESIGN SPECIFICATIONS FOR OCNSTRL�CT ION DESIGN N'CODES AND GUIDELINES.
Z0 DESIGN IGN , ADS
2.11 DESIGN 'WIND SPEED PER F.B.C.. CH 6 LA TES: -EDITiG:*i.
V,,_T = 135 M.P.H
VAIL =104-Mi.RH
2.2 RISK SATEGORY = 1
23 EXPOSURE CATEGORY =C
ALUMINUM
.
Z4 _LOADING:
2.41 DEAD LOADS = MEMBERS SE' SEE GA T
24 2 LIVE LOADS = 300 L B VERT 1C Al ON PRIMARY MEMBERS
= 200 LB VERTICAL _ OAD ON _ URILINS
2.4.3 WIND LOADS - PER F.B.C. TABLE 20024 I. VvFRS
FOR UP TO 20x224.0113" MESH SCREEN:
HORIZONTAL PRESSURE O<.. WINDWARD SURFACE = 35 PSF
HORIZONTAL PRESSURE ON L-EE04ARD SURFACES = 28 PSF
VERTICAL. PRESSURE ON SCREE.`: SUR. N-E = 10 PSF
VERTICAL PRESSURE ON SOLID SURFACES = 3O PSF
24.3.1 FOR 98x14x',0Xl3" MESH SCREEN, APPLIED ACTOR = 0,88
24.3.2 FACTOR APPLIED , OR ALL OvNA5E STRESS DESIGN PRESSURES = 0,6
2.4 4 RAILING LOADS PER F.B.0 SECT, ION 160T8
2.44,1 LINEAR LOAD ON HANDRAILS AND GUARDRAILS = 50 PL F
2 4.42 CONC. LOAD ON HANOR,41ILS AND GUARDRAILS = 200 LS
2.4.4.3 CONC. LOAD ON EN _R v E.;IA _ RAILS = .,s LB
IRESPCN281L3TIRS
1.0 A LICENSED CONTRACTOR SHALL PERFORM ALL SITE WORK IN ACCORDANCE WITH THE APPLICABLE
BUILDING CODE, LOCAL ORDINANCES. ECT, .
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLEXISTING FIELD CONDITIONS AND DIMENSIONS
PRIOR ^vIMMENCEMENT OF DEMOLITION CONSTRUCTION ANDIOR FABRICATION. THE
CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTUREIFOUNDATION IS IN GOOD CONDITION WiTri
THE SUFFICIENT STRENGTH TO SUPPORT PROPOSED S TPUC T URE, THE ENGINEER OF RECORD IS TO
BE CONTACTED IN AIIR#TENG FOR CL ARIFIC' ION L DISCREPANCIES ARISE.
10 THc CONTRACTOR IS RESPONSIBLE FOP, ALL MEANS AND METHODS ASSOCIATED WITH THE 'NORK TO
BE COMPLETED. t ED. THIS IS TO INCLUDE ALL SHORING AND_OR-BRACING REQUIRED FOR COMPLETION OF
PROJECT
OJECT.
40 HIE -CONTRACTOR IS RESPONSIBLE FOR PROTECT!ON OF COMPONENT S. FIXTURES, OPENINGS. AND
LANDSCAPING ON THE SITE FOR'1VHtCH ARE NOT INC=UDED VAJI . H THE SCOPE OF THEIR. PROJECT.
5,0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND =ENGINEERED BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR A.NDIOR MANUFh-CTURER_ CONTRACTOR SHALL NOTIFY THE
ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF SPEDI.A.= SITE CONDITIONS ARISE FOR THE
F UNDA T ION OR HOST STRUCTURE.
6,0 7, PRE-ENGINEERED TRUSSES AND/Oft JOISTS ARE CALLED- FOR. THE DELEGATED TRUSS ENGINEER IS
TO SUBMIT SHOP DRAWINGS To THE ENGINEER OF RECORD FOR REVIEW PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
234 BRADFORD
ZEPHYRHILLS,F 33342
PLANS PREPARED FOR: Hartshorn Custom Contracting
,,. MATERIALS
1.3 CONCRETE / FOUNDATION
,.. SOIL
1,1,1 ASSUMED SOIL BEARING PRESSURE =??^0 PSF
1.1.2 PRIOR TO CONCRETE PLACEMENT. TREAT ENTIRE SUBSURFACE FOR TERMITE
ES IN
ACCORDANCE WITH F.B.C. REQUIREMENTS FCR SUNR00MS. NOT REQUIRED FOR EXTERIOR
SCREEN ENCLOSURES.
1.1.3 CONCRETE PLACED OVER A POLY VAPOR S; €EEL D WHERE APPLICABLE.
1.2 CONCRETE
12.1 ALL CONCRETE SHALL BE 3,0000 PSI MINIMUM
1.2.2 CONCRETE SHALL CONFORM TO ASTNI C94 FOR:
122A PORTLAND CEMENT TYPE AST IN 0150
122.2 314" AGGREGATE MAXIMUM AS T M C33
12.2.3 AIR ENTRAINMENT x- ASTM C260
122.4 ''OVAL ER REDUCING AGENT .A„ .IN C494
1.2.2.5 CLEAN POTABLE WATER
1.2.2.E OTHER ADMIXTURE SHALL NOT. BE PERMITTED
123 ALL SLABS ON GRADER SHALL BE 4" THICK MINIMUM
1.3 REINFORCEMENT
13,11 " ,BERMESH :,3t4" PER, CUBIC YARD! MAY BE USED IN LIEU OF `AELDED WIRE MESH
APPROPRIATE ACI AND AST REQ,UILRE I3E"ITS ARE ME I
1.3.2 METAL WELDED 'WIRE MESH V;lov) SHALL CONFORM TO ASTM A 135.
3 3 PREPARE AND PLACE CONCRET c IN ACCORDANCE WITH ACI MANUAL STANDARD PRACTICE
PARTS 1, 2 8. 3 ALONG WITH HOT WEATHER ER STANDARD PRACTICES RECOMMENDATIONS
1.14 IF UTILIZING AN EXISTING SLAB/FCOT ING, CONCRETE T SLAB SHALL BE A, MINIMUM OF a" THICK
AND VISIBLY FREE OF DETERIORATION SPAL INN OR EXCESSIVE CRACKING CONTRACTOR
TO VERIFY THAT E YIS TING FOOTING IS A MINIMUM OF 12` WIDE AND R DEEP BELC'A EXISTING
SLAB IF NOT, SEE:FOOTING DETAILS FOR _ DOTING DESIGN MINIMUM REQUIREMENT S.
A... A.LUIN1NUIN
2A ALL STRUCTURES SHAL 4 BE 6005 T5 ALLOY MO)
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CON OR TO .PART 1-: - SPECIFICATIONS . OR ALUMINUM
S RUG T U' RES ALLOWABLE STRESS DESIGN" OR ART 1..E SPECIFICATIONS FOR ALUMINUM
STRICTURES - BUILDING LOAD AND RESISTANCE CE , ACiOR DESIGN" OF THE LATEST ALUM NUM
DESIGN MANUAL,
2.3 PROVIDE DIELECTRIC SEPARATION E.R_ „LUMI°`:;.JM COMES IN CONTACT WITH STEEL OR
PRESS? IRE TREATED LUMBER.
2.4 AD - UAL WALL THICKNESS OF EX. R:I:u_I: ALUNII .IUM MEMBERS SHALL NOT 3E LESS 0 04W,
2.5 SELF -MATING BE ,u;M SECTIONS TO BE STITC )WI H ?H2 S:MS SPACED AT 6" N±z ON -CENT . C; THE END AND 24 ON-CENTTHROUGHOU T THE REMAINDER
2.E € INIMUM THICKNESS FOR FORMED SHEET .LU I:YUM STRUCTURAL ''NALL PANELS lKICK-PLATES,
SHALL BE 0.024`.
23 18x14x4.013" MESH SCREEN SHALL BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD,
2.8 ROOF BRACING SHALL BE A MINIMUM OD 2"x2"xS050".
2P 'DOOR LOCA T IONS MAy BE DETERMINED IN THE FIELD BY CONTRACTOR,
2.10FOR PICTURE WINDOW MODIFICATIONS TO EXISTING SCREEN ENCLOSURES THE CONTRACTOR
SHALL 'VERIFY THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY SOUND CONDITION A«
C
SiE�T.,C Trey REQUIREMENTS OF THE DETAILS WITHIN HiPv 'N SE PLAINS.
211 IF ENCLOSURE CONTAINS A S`.irIMMIM FOOL OR SPA HE ENCLOSURE SHALL MEET THE FLORIDA
BUILDING CODE,RESIDEN:IAL SECTION R4501 1T RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
IN ITS ENTIRETY.
2,12 SCREEN ROOM ALUMINUM ROOF SECTIONS OMPOSITE OR PAP!) SHALL BE SELECTEDIDESIGNED
FOR THE 'WIND PRESSURE STATED WITHIN , H_ VNIND LOADS SECTIONS OF THE GENERAL NOT-S,
THE SELECTION OF THESE ROOF SECT€GEES `S`rAS EASED ON THE SPAN TABLES PUBLISHED AND
CERTIFIED BY INDEPENDENT FLORIDA LICENSED -ENGINEERS WITH THE UP-TO-DA T E N.O.A.
3.3 FASTENERS
3 1 ALL FASTENERS SHALL COMPLY IhIT4-t .ASTM A153,
32 ALL CONCRETE SCREWS SHALL BE TAPCON.. SIMPSON, HILTI REDHEAD OR APPROVED EQUAL.
3.3 ALL LAG BOLTS SHALL HAVE A MINIMUM EMBED OF 8 TIMES BOLT DIAMETER INTO STRUCTURE
FRAMING
3.4 USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS CONNECTING ALUMINUM COMPONENTS TO
PRESSURE TREATED LUMBER UNLESS OTHERWISE NOTED ON PLANS OR MANUFACTURER OF
GALVANIZED BOLTS SPECIFIES FOR USE WITH PRESSURE TREATED WOOD-
3.5 THE MINIMUM CENTER TO CENTER SPACING FOR SMS SHALL BE 3/4" AND THE MINIMUM CENTER TO
EDGE SPACING SHALL RE 1/2" UNLESS OTHERWISE NOTED,
3,6 FOR 1x2 MEMBERS TO MASONRYICONCRETE, USE GALVANIZED 114"x2-3/4"TAPCONS OR SIMILAR AT
24 O C {TYP )
FOR x2 N41EINBERS 0 WOOD FRAME USE #114x24"'WOOD SCREWS AT 24` O C T' P r
3-28 FOR 9x2 MEMBERS .O ALUMINUM, USE :F.0x_ 2 SMS OR TER SCREWS AT 24� O C. {TYe
3.9 FOR x2 MEMBERS INSTALLED TFIROUG- O AN"OPEN + IEW' OR "PICTURE hINDOYN ASSEMIEILY TO
CONCRETE OR ALUMINUM. FASTENER SPACING SHALL BE REDUCED TO 12` O C, MAX
U)
0
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ALUNUNUM EXTRUSION DIMENSIONS 4RAILING'�
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SNAP SECTIONS
2 x 2 2" x 2" x 0.045"
2 x 3 2" x 3" x 0,050"
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2 x 4 2" x 4" x 0.045"
SNAP PLATE, HR-2 1.795x0.Q50
CHANNELS, 1.5"x2 125"xi5"V0 :045"
2"x3A25°x2°x0.048"
RICKETTS: i" TUBULAR'HOL=_O'1'2x..'3.C•6'3"
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POST CHANNEL: 2"x`"x?.G93"
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ALUMINUM EXTRUSION DIMENSIONS
HCLL^u'rti SECTIONS
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2x3 2"x3"x0050"
2 x 4 2" x 4" x 0,050
2 x 5 2" x S" x 0.050"
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SNAP SECTIONS
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2x2 2"x2"x0.045"
2x3 2"x3"x0,050"
2x4___ 2"x4"x0.C60L"
S-L IMATING SECTIONS 1S„8)
HCC JOB 23012705
2x4 2'x4"X0,044"x0.1C=3'
2x5 2"x5`x0.050 0 18"
2 x c 2" x 6" x 0.059x 0:20"
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2 x 5H 2"x H" x 0." c x 0224"
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2x7 2`x7"xC.On."x0`2G"
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2x7H 2`x7"x0.072 x0.224"
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2 x 8 2" x 9" x 0,01 2" x 0.224"
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2 x 8H 2" x 8" x 0.082" x 0.306"
2 x 9 2" x 9" x0.072` x 0224"
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2 x 9H 2" x 9" xD082' x 0,30611
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711 10 2" x 10' x 0,092" x 0.374"
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ORIDA
ONAL El ECTRIC CODE
}A ,u THE l"r, Y OF a RHIA(RHI LI 02/08/2023
ORDINANCES AK
WE AL NOTES
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COLUMN VARIES. SEE COLUMN VARIES. SEE
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SE ND,AR„ ANGLE MIN 1SHEET C2GR SIZING SECONDARY ANGLEMIN 118" SHEET tit FOR SIZING
HICK WTHt4',#i{3x314 PAS THICK WITH _id) '#1'Ax3/4`EMS OPTION#1 OP"ION#2
INTO COLUMN EACH SIDE ; 1 Y ,? INTO COLUMN EACH SIDE (T: YR) 2"x2"x1'8" ANG FAITH (2.
INCam+ i i 1 #1 Ox314" SCAB EACH SIDE YP.) 41# S, S RECEIVING CHANNEL
�, RcC2. FOR 2x3'UPRIi�#`'T� (NOT RED. FOR 2x3 UPRIGHT ( lO x i S h9_
2'k3."x1;B" ANGi E vMTH (2; 1"x2" OPEN BACK BASE P i.ATE 'TYR. EACH INTO a RE6"t R ANGLE A. SIRE t�YP7
#'Ox3(4` EMS EACH SIDE (TYF.j i BOSSES � n625. THICKNESS) Z
PkA1cR5 SIDE)ATTACHED O UPRIGHT !^.tYiH 59aS _ _
-- - Cv#ur.;ra x HRCUGH PR; IN SCREW BOSS AND
�
t x2 OPEN-BACKSASE;aL>,iE Sze T - ANCHORED -O FOO IN LATH MIN. 1/4' � � _ j br,T >
T CONCRETE SCREW ARGON X OR EQUAL' v1
o _
y A H S€ ; AT A HED T c`i > -', � .M1 - � tL'
u -r c+ a a vs H MINIMUM 1.4 NISED CONCRETE i 2'X2 OR 7 X
UPRIGHT WITH .H,�OLGH � � , 2 # x3t4 SMS
UPRIGHT INTO SCREW BOSS 2x3 4 u' SCREN T G BE (t*lS...LLED AT 24" O C. MAX i PURLfN 's`R •.a3RT
AND ANCHORED TO=00T3NG 2x4 i 3" fTO Et, SC p
�TOTA 3 S _'.,S
WITH MI «4 CONNCRETE 2x5 ? 3" CONNECTION', �
SC P AP= XL OR EQUAL) 2x6 4" 3/8 CONCRE ANC R (TA CON XL OR
VR H v#. NMAUM 2-1 4' EMBEtD. 2x7 9 5` - .mm.,�.�. ..- EQUAL) AT EACH ANGLE EACH SIDE Y4STH Lj.j
COvCR_-ESCRENTOBE 2x8 2 a" MIN 2 ,14`EMBEDM N"INTOr"OOT3NG
INSTALLED AT 24" O.C. MAX 2x9 2 4" (TYR). FOR kA/000�. USE 3/8" LAG BOLT IN
C
2x1O 2 4 5" LIEU OF rAPvON IPJI'ki MtDn 2-3i4' EMBED,
St BSTRATE SPACING R SPACING PER
TAB 3/8 c,�'Vt,RE ANCHOR SUBSTRATE
{TAPC N X R QUAL) A T ABLE ('s'YP.)
utTt�F�RIG T TO OIi�T/Pt��.LI�J CONNECTION
3 IMIN COVER iTYP) EACH ANGLE = A CH SIDE WITH 3'MIN COVER �YR; � f3EAt
MIN. 2 ,I4 EMSEDMENT INTO [DONCRETE
OT E: IF PAVERS ARE PRESENT. {t j SCALE = N T.S
FOOTING (T'YP FOR'NOOD: ANCHORS S`-' ^.LL � � , 4
USE aB AG B i T ISit LIEU OF T� {{ cn c
SIDE VIEW TAP ON WITH MIN 2-314 EMBED. 14" (T` P.) SIDE 1' i1-' ( E p
[NOTE.T; iiS DETAIL SIMILAR AT �Ij?RfGHT TCi HOST OPTIONAL' 1"X2"GPEiJ ATTACHING ANGLE TO BEAivI BACK ATTACHED T0= HOST EACH St c {1" MIN. S ACI 1Gi
W/(1) 114"0 CONCRETE �"'d rj � .��.
SCREAAi OR LAG WITHIN 6" z
y
OF BEAM & :2 24" O.G. MAX, ®s .6 c i G
1 COLUMNi TO FOUNDATION CONNECTION s TWEEN REAMS . 'r }� uj
®® 0 r m
jErAt = N,T.S.
r r
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PERIMETERo
BOTTOM) rzracxmrx;,'xm.xumr ' r' W >g `9
SS MBLY NOTES
:A� v c
W i—CONCRETE:SCRE 'S o B r' c,4
,?x
INSTALLATION NOTES: � � Q ° � 1-=a TEN PERINIE R MEM H. ;SQ s c,4 —
X r ' BEDIN# tv ISJ O
I -WHERE R PANEL IS FASTENED TO PERIMETER cL LL A^ � ORNERS'VU`E X# ,'2 S. S <s{Y E�i s f Z '.a R # + it ztiA[. CN „9AS R: `
c 1X2 , _-c€N.�7E• ,- ri.TO aCRE ^J 8C44 C INTERSECTING a r
HOw FASTEN > ._t iS 3(:} £ (i L ,.' -X S ; ii4 �' MIN. S C ^e }
IX2 TO HOST 18" OW AND WITHIN of C n MEMBER i PEa n I POTION ERNAL) FASTEN TO CHAIR R-',II W OR
6" OF CORNERS_ JOINTS CHAIR t'T- � 2 "`� ,��— u 2-FASTEN EN ..HAIR RAIL PER FIGURE 1 ,.,h1 3 S?ut1+ i..� S�J� A,wJ .... �£?TT{T1.i # F c LAG SCRE#1'S
T uz �✓} INiO.!OO UIN SpA itvG; BEAM y� QT� SLOPED OR FLAT
RAILS. FASTEN . EN TO
MASONRY IN/1f4"X2-t/2" TAPCON OR w 2 O CHAIR RAIL LQ i Y PER TABLET ROOF BEAM 'SEE
EcI=�AL, Aj 2x4 1 PLAN FOR SIZE, I-ICC JOB : 23012700
FASTEN TO %AfOOD tt~!; I i4"X2-I /2` "� s .'A.LTE4paA � : Y 1' _-� R TWO � 1C _S: � 2'X2'X D 125' AN+GLE
r- is Pt R IN GIRT O'_+, HEADER i MINIMUM 2xv 2
? V OR SS LAG SCRE ,1 CHAIR Ai -WHERE PIECE MEMBER i USED � AST_N 1 T= I NIM EDGE E:A. SIDE OF BEAM
2-FOR COLUMNS LARGER THAN 2X3 T INDICATED ED IINTERNA %N #?O ± 3 SMS S : c S 3 * -0R MASONRY 2x6 2 °�}
FASTEN EN VARIES INTO SCREW BOSS r_, . UMN FAS TEN TO BEAM. IN ,iNIILAP, S RUCTURES, EXISTING HOST STRUCTURE
C'OL.iMNS IN A MANNER SIMILAR TOVA.RIES SEE PLAN M: 'T:€i ER zn- 3-,CONCRETE, GROUT FiL L D L:iw ZS3
-MU OR xA4 JOD) CN
2-02 iX2 PERIMETER PERIMETER s, 2x8 3 Ci) 'o m
FIG t 2x4 3 O
VARIES x°C 4 O '1 m( j
U— c
t
3 SCREED IN -FILL DETAIL 4'\ BEAM TO HOST CONNECTION DETAIL 3
Q. SCALE = N.T.S, 03 SCA.LE = N.T.S. ui e
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PROJECT ?r:
A23-020802
DATE:
'02 ()8'2023
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SHEET: 0