HomeMy WebLinkAbout22-4890WMrtVW"7MW=
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
A 10 .71
BAR-004890-2022
Issue Date: 10/28/2022
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.
NN
771, =161mm
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
k"-fURE PEIMIT OFFICE[)
6 MONTHS WITHOUT APPROVED INSPECTION
1 11 0 .411"M 1219UM 0
813-780-0020
Date Received
Owner's Name
Owner's Address,
Fee Simple Titleholder Name E=
Fee Simple Titleholder Address
JOB ADDRESS
SUBDIVISION L t yl V-5 C"n 111 n
City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
LAI
Phone Contact for Permittin 13
Owner Phone Number
Y-1 vUuOwner Phone Number
E==:=
Owner Phone Number E====
L :JWCUA PARCELID# LOT #
14, 2-600 ��o "LO 2 1 U �(D)0 Go 0, � (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTIONV
OF WORK SGrew �ooryi vvI Scr-wi rooE '.N1 Lv-1.'ril , Lo-k)c
BUILDING SIZE SO FOOTAGEEI= E,G.T'r
=ELECTRICAL
=PLUMBING
=MECHANICAL
=GAS
HIM_
L0 13 -1
ROOFING
Address 103 VAX)+U, c GOV6 -rim",
AMP SERVICE PROGRESS ENERGY W WE C '4'
ce�
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY OTHER
FLOOD ZONE AREA =YES
MPANY
EGISTERED /Y N FEE CURREN
A -33 License #F T
ELECTRICIAN, COMPANY
SIGNATURE I I REGISTERED T;;N �FEECUR�RENY / N���
r------------------------------------------------------------ --- I
Address License
REGISTERED L==—FEE CUR—REN
PLUMBER COMPANY
SIGNATURE F
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN YINAddress License #E==::���
OTHER COMPANY
SIGNATURE REGISTERED L�YIN FEE C�URREN
r----------------------------------- I
Address License
I'm I I I 1 1, V1 I I I 1 1:1 1 1 1 1 111 1 11, 1 =1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I'll I I I I I I I I I I I I I I I I I I
RESIDENTIAL Attach,Q), 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. Requlred-onsite, construction Plans, Stormwater Plans wi Slit Fence lnstai63,,
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 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 $2500, 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)
fllzs���
INSTR# 2022204116 OR BK 10692 PG 310 Page 1 of I
S/H 09115/2022 11 ;35 AM Rcpt: 2503957 Rec: 10.00 DS: O.00 IT: O.DD
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
913=1111150
Parcel to No 04-26-21-0260-00000«0780
NOTICE OF COMMENCEMENT
Srstoof Florida Conniver Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes,
the following information Is provided In this Notice of Commencement:
1. Description of Property: Parcel Identification No. 04-26-21-0260-00000-0780
SuvelAddrass: 6918 Shelby Lynn Way Zephymills, FL
Z General Description of Screen rooni with Screen roof
3. Owner Information or Lessee Information If the Lessee contracted for the improvement:
Sullivan Robert Kevin& Vanessa Khanh
6918 Shelby t!ii" way ZephyriAls FL
Address city State
interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address Fatia Enclosures 1 Hartshorn Custom Contractin city State
4. Contractor.
Tampa FL
City State
Contractor's Telephone No.:
15. surety:
Address city state
Amountol'Sond: $ 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
City State
Telephone Number of Designated Person:
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ft. In addition to himself, the owner designates of —
to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes,
Telephone Number of Person or Entity Designated by Owner:
91 Expiration date of Notice of Commencement (me expiration date may not be before the completion of construction and final payment to the k
contractor, but will be one year from the date of wording unless a different date Isepedflod):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PARTS, SECTION 713.13, FLORIDA STATUTES, AND CAN 4
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.
,a ofice a ce man d lla"� a'ad I aron "a true to the bss�'
q ing n ' I c
Under penalty of perjury, I declare that I have read the foregoing notice of comment: d that the start I slain are true to the bss�
of my knowiedge, and belief.
STATE OF FLORIDA
COUNTY OF PASCO C_ 7_ a
SR- re r wner essee, ee Lessee's Authorized
0 c. mtea
fficer/Directo rtner/Manager
The foregoing instrument was acknowledged before me this _LLfty of _JIAI_Af)_ 20'12, by—IOUL&W-VA11—
.s y In fact) for
uteri),
Personally Known 0 OR Produced Identification
Type of Inset ion -PrMM (Teed
KAYLA RHEA
Notary Public -State of Florida
f, S commission 0 HH 202395
My Commission Expires
4 "It% November 28. 2025
M
wpdatalbc-Jnotcecontmenceniont_pcO53048
Permit No, Parcel lDNo
NOTICE OF COMMENCEMENT
State of Florida County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Description of Property: Parcel Identification No, 04, 26,21-0260-00000-0730
Street Address: 6918 Shelby L ynn Way Zepl iyrhills, FL
2. General Description of Improvement Sci oen roon i with screen roof
(A 0 to Z
1 Owner Information or Lessee information it the Lessee contracted for the improvement:
itillVgn Robeit Ke..,vin& Vaness';,1 Khanh
6918 Shelby Nyilfffi )AYaj
zePilvd1ills
F L
C <
QI N
o� N
'1 0)
G F 0 11
to
Address
city
State
Interest in Properly: c>t-A—r-Nk-T-
<
(D -j
Name of Fee Simple Titleholder:
r V)
tL
(it different from Owner listed above)
M 0
*1 F.
Address
City
State
X
4. Contractor: F"atio Er)(3,10SWOS t Hartshoi n Custom contracting
fb X1 o 1W
7
Name
to to
8813 V&`11Llrf-' Cave
a IT 1 pa
FL
Address
City
Stan,
03 rot
Contractors Telephone No.:
5, Surety:
Name
Address
city
State
Amount of Bond: $
Telephone No,:
6. Lender:
City State
Lender's Telephone No.:
7. Persons within the State of Flonda designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7), Florida Statutes:
Address
Telephone Number of Designated Person:
S. In addition to himself, the owner designates
City
State
of
to receive a copy of the Lienor'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 construction and final payment to the
contractor, but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 !have read the foregoing notice of commencergumLaod that th tads aalod therein are true to the best
of my knowledge and belief,
STATE OF FLORIDA
COUNTY OF PASCO
Sig attire of Owner or'Lessee, or, Owner's.aftessee's Authorized
Officer/DiTecfif/Pb-rtrer/Manager
Signatory's Title/Office
The foregoing instrument was acknowledged before me this -flay of 26LL, by Aflbfff Saills-a—ti—
as tee, attorney in fact) for
(name of pa ty on eha ent was executed).
Personally Known [I gR Produced Identification
Type of Identification Produced
EA
ago et;�Ncat�ry Pubic -State of Florida
202395
Expires
2025
wpdata/bcs/noticecomi,nencement_pc.053048
8813 Venture Cove
Tampa, FL 33637
813-620-0931
tampa@greatdayimprovements.com
Design Consultant: Matt SaIa5
Customer: Rob Sullivan
Address: 6918 Shelby lynn way
City, State: Zephyrhills, Fl,
Phone: 813-300-1477
Email:
Comments:
: you for the opportunity to work with your _family to bring your outdoors to
We offer FINANCING OPTIONS through a third -party service.
Screen Room/Screen roof
Roof We: Gable
Deck Dimensfons:10%14',110'
Chair rail Height.16"
Kick Plate:NA
Frame Color:Bronze
Screen Type:Standard
Screen Door. 2
Tear outNA
Picture window:NA
New or Existing Deck or Both:Existing 10',10'. Build New 10% 14'
Certified deck provider ON contract or OFF contract:On
Not Certified Deck Contractor used by HIO:NA
Include Footer or Deck/Footer detail on permit:lncude
Paver/Footer, Concrete Slab/Footer, or Footer only:
Payment Schedule Below
30% Deposit Required at signing
*60% payment when technical measure is done, and materials ordered.
10% Final payment when project is completed
Quote Date: 6110/2022
Product: Screen Roorf
Color: Permit:
Roof Style: Screen Heat/Cool:
Roof Thickness: Foundation:
Glass Roof Panels: Electrical:
Foundation Type:
Note: It is the homeowners' responsibility to provide a property survey to us- Surveys are REQUIRED for pulling the permit.
CUSTOMER UNDERSTANDS TIME FRAME FOR INSTALLATION IS 6-7 MONTHS FROM FULL DEPOSITAND CONTRACT SIGNING.
Thank you again,
Matt Salas
813-638-1607
Project Total Investment: $14,080.00
June Promo (2,816.00)
Time line promo (1,126.40)
Project Total Investments with Discounts: $10,137.60
t-Fice goon unni u(i iulzuzz_ may not oe usea in conjuncrion wim oiner oTTers or orscounus.
Gash Deposit: 0.00 1 1 Financed Amount: 10,137.60
No Interest, No Payments for 12 months 235.19 /me,
120 Months at 5,99% - GS 112.53 Imo.
60 Months at 6.99% - GS 210.15 Imo.
Loans provided by third party.
OORPOPATS OFFICES: 700 Highland Road E I Macedonia, OH 44066 1 800-230-iK901
40, 1 88,13 Venwre Cove Contract
_Z HARTSHORN Tampa, IL 33637
FL0 1EN10SURFS CUSTOM 813-620-0931
CCONTRACTING Tar,pa@greatdayimprovements.com
Date 20
1, we hereb accept your prop al to furnish all labor and material necessary to perform the following work on the premises of the
Owner K JtiWJ-rt
located at
In the City State of_Zip Phone
L4 J
Customer email address Phone
Sales representative License
it a t 7 4111 "1
(it applic"lue)
This contract shall be considered non -cancelable after legal cancellation period has expired, "107
,See scope details outlined in the Project Proposal.
PERMIT LOCATION
Source of Sale
Contract Price
lvt 1 ,3 q
THE DOWN PAYMENT SHALL BE A
Down Payment
NONREFUNDABLE DEPOSIT ONCE THE THREE-DAY
CANCELLATION PERIOD HAS EXPIRED.
Due Upon Foundation
THIS CONTRACT CONSTITUTES THE ENTIRE
Due Upon Measure
UNDERSTANDING OF THE PARTIES.
Salance Due Upon
gubstantial Completion $__,I .4_&L
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 (if required),
product warranty and duplicate notices of cancellation.
"You, the buyer, may cancel this transaction at any time prior to midnight of the third business day afteT ti, ate` of this transaction.
See the attached notice of cancellation for an explanation of this night."
Date Down Payment R :v ed
By
JS)gnature of Saies Repenlnflve) (Customer Signature)
,-k- F I COFIRDW-E OF11GIS: 720 Highland oIid E ; IVIKdD eria, OH 4405C 1 800-230-8301
2MgM GREATDAYWROVE-MENTS COM I PATIOENGLOSURES.Ow., [ STANEKW[Neaw&COM
LINKS AT CALUSA SPRINGS,
AS RECORDED IN PLAT BOOK 81,
PAGES 74-79, OF THE PUBLIC RECORDS
OF PASCO COUNTY, FLORIDA.
THE PROPERTY DESCRIBED HEREON
IS LOCATED IN FLOOD ZONE "X'
PER FLOOD INSURANCE RATE MAP
NUMBER 12101C 0289F, EFFECTIVE
DATE SEPTEMBER 26,2014, COMMUNITY
No. 12101 PANEL 0289 R
Finished Sodded Lot
LOT 79
cv
BASIS OF BEARINGS:
CIL OF RAN FOR SHELBY LYNN WAY
BEARS N.02'03'37'E. PER PLAT,
LEGEND:
Es[UIDJ
eh
Vertical Conversion Note:
'Zi
NGVD 1929 - 034'= NAVO 1988
VE"CAL DATUM NOTE,
-ELEVATIONS
0
WE Sriaft HEREON
ARE REFERENCED TO NGVD 19n,
ZZ
=T
IBM
&.am R.
- �
This Survey Certified To :Robert Kevin Sullivan, Jr.& Vanessa Khanh Sullivan; K. Hovnanian American Mortgage, LLQ
Links at Calusa Springs 78; Links at Calusa Springs,.LLC; Eastern National Title Agency Florida, LLC; Fidelity National Title
R E V I S 1 0 N S
SUPVT
> ICATE
5 Description —Date[Dwnd Ck'd I Ord
Superior Fire Alarm & Communications UC
City of Zephyrhills
Date Type Reference
5/15/2023 Bill
5/15/2023
Original Amt. Balance Due Discount
45.00 45.00
Check Amount
Small Business Cheki 45.00
R
SHEET
SHEET TITLE
01
GENERAL NOTES
02
STRUCTURE PLANS
03
SUPPLEMENTAL DETAILS
04
SUPPLEMENTAL DETAILS
A. DESIGN CRITERIA
1.0 REFERENCED STANDARDS
1.1 THE FLORIDA BUILDING CODE, 7TH EDITION (2020)
1.2 ASCE 7-16
1.3 ASTM SPECIFICATIONS FOR CONCRETE AND MASONRY -LATEST EDITION,
1.4 ACI 318-LATEST EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
1,5 ACI 520-LATEST EDITION BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
1.6 AA ADMI-2015
1.7 AA ASM 35-00
1.8 NATIONAL DESIGN SPECIFICATIONS FOR CONSTRUCTION DESIGN CODES AND GUIDELINES.
2,0 DESIGN LOADS
2.1 DESIGN WIND SPEED PER F.B.C. CH. 16 LATEST EDITION
VILT = 135 M . P. H
VAGD = 105 M P.H
2.2 RISK CATEGORY = 1
2,3 EXPOSURE CATEGORY = C
2A ALUMINUM LOADING
2.4.1 DEAD LOADS = MEMBERS SELF -WEIGHT
2A.2 LIVE LOADS = 300 LB VERTICAL LOAD ON PRIMARY MEMBERS
= 200 LB VERTICAL LOAD ON PURLINS
2A.3 WIND LOADS - PER F.B.C. TABLE 2002.4 (MWFRS)
FOR UP TO 20x204.013" MESH SCREEN
HORIZONTAL PRESSURE ON WINDWARD SURFACE = 35 PSF
HORIZONTAL PRESSURE ON LEEWARD SURFACES =28PSF
VERTICAL PRESSURE ON SCREEN SURFACE = 10 PSF
VERTICAL PRESSURE ON SOLID SURFACES = 30 PSF
2 4,31 FOR 18x14x0.013" MESH SCREEN, APPLIED FACTOR = 0.88
2.43.2 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN PRESSURES = 0,6
24.4 RAILING LOADS PER F.B.0 SECTION 1607.8
2.4AL1 LINEAR LOAD ON HANDRAILS AND GUARDRAILS = 50 FILE
2AAL2 CONC. LOAD ON HANDRAILS AND GUARDRAILS = 200 LE
2A.4.3 CONC. LOAD ON INTERMEDIATE RAILS = 50 LB
RESPONSIBILITIES
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 ALL EXISTING FIELD CONDITIONS AND DIMENSIONS
PRIOR TO COMMENCEMENT OF DEMOLITION CONSTRUCTION AND/OR FABRICATION. THE
CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE/FOUNDATION IS IN GOOD CONDITION WITH
THE SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE. THE ENGINEER OF RECORD IS TO
BE CONTACTED IN 'WRITING FOR CLARIFICATION IF DISCREPANCIES ARISE.
3.0 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS ASSOCIATED WITH THE WORK TO
BE COMPLETED. THIS IS TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR COMPLETION OF
PROJECT,
4,0 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF COMPONENTS, FIXTURES, OPENINGS, AND
LANDSCAPING ON THE SITE FOR WHICH ARE NOT INCLUDED WITH THE SCOPE OF THEIR PROJECT.
5.0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND ENGINEERED BASED ON INFORMATION
PROVIDED BY THE CONTRACTOR AND/OR MANUFACTURER. CONTRACTOR SHALL NOTIFY THE
ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF SPECIAL SITE CONDITIONS ARISE FOR THE
FOUNDATION OR HOST STRUCTURE.
6.0 IF PRE-ENGINEERED TRUSSES AND/OR JOISTS ARE CALLED FOR THE DELEGATED TRUSS ENGINEER is
TOSUP T �HOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO COMMENCEMENT
OF �NXIWIGRKS"HA'
A-— t�"`"'1Y "AL111H PREVAUNG
CODES FLORIDA BW r,
LUING e-r,
-A-110NAL ELECrp,, t-
OCT
AND THE C I Pe 0 �'7 7. p C-,W Y,0 en,
ORDINANCE:r: L L Zz�5
r- E A
V � - ll W ", ) LA
0 3
v ?021,
D! _11 vt 'C)"F -7 ED'j CA
0 � A Na M,.1 A
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PLANS PREPARED FOR: Hartshorn Custon, Contracting
C. MATERIALS
1,0 CONCRETE / FOUNDATION
1A SOIL
1.1,1 ASSUMED SOIL BEARING PRESSURE = 2.000 PSF
1.1.2 PRIOR TO CONCRETE PLACEMENT. TREAD ENTIBE- SUBSURFACE FOR TERMITES IN
ACCORDANCE WITH F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED FOR EXTERIOR
SCREEN ENCLOSURES.
1,1,3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE APPLICABLE.
1.2 CONCRETE
1.2.1 ALL CONCRETE SHALL BE 3,000 PSI MINIMUM
t2,2 CONCRETE SHALL CONFORM TO ASTM C94 FOR
1C.2.1 PORTLAND CEMENT, TYPE I -ASTM Cl 50
12.2.2 314"AGGREGAIE MAXIMUM -ASTM C33
1.2.2.3 AIR ENTRAINMENT, +/- 1% ASTM C260
1.2.2.4 WATER REDUCING AGENT ASTM C494
12,2.5 CLEAN POTABLE WATER
1,2.2.6 OTHER ADMIXTURE SHALL NOT BE PERMITTED
123 ALL SLABS ON GRADE SHALL BE 4" THICK M'.NIMUM
1.3 REINFORCEMENT
1.11 FIBERMESH (3/4" PER CUBIC YARD) MAY BE USED IN LIEU OF WELDED WIRE MESH IF
APPROPRIATE ACI AND ASTM REQUIREMENTS ARE MET
13.2 METAL WELDED WIRE MESH (WWM) SHALL CONFORM FO ASTM A185.
1.3,3 PREPARE AND PLACE CONCRETE IN ACCORDANCE 'AlITH ACI MANUAL STANDARD PRACTICE
PARTS 1, 2 & 3 ALONG WITH HOT WEATHER STANDARD PRACTICES RECOMMENDATIONS.
t3.4 IF UTILIZING AN EXISTING SLAB / FOOTING, CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK
AND VISIBLY FREE OF DETERIORATION. SPALLING O:Z EXCESSIVE CRACKING. CONTRACTOR
TO VERIFY THAT EXISTING FOOTING IS A MINIMUM 0; l` WIDE AND 8" DEEP BELOW EXISTING
SLAB. IF NOT. SEE FOOTING DETAILS FOR FOOTING DESIGN MINIMUM REQUIREMENTS.
2.0 ALUMINUM
21 ALL STRUCTURES SHALL BE 6005 T5 ALLOY MINIMUM (U.N,C/
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO RAI� 7 1-A - SPECIFICATIONS FOR ALUMINUM
STRUCTURES ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM
STRUCTURES BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM
DESIGN MANUAL.
2.3 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES IN CONTACT WITH STEEL OR
PRESSURE TREATED LUMBER,
2.4 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM MEMBERS SHALL NOT BE LESS THAN 0,040".
Z5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH 412S4 "IS SPACED AT 6" ON -CENTER FROM THE
END AND 24" ON -CENTER THROUGHOUT THE REMAINDER.
2,6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM STRUCTURAL WALL PANELS (KICK -PLATES)
SHALL BE 0.024".
2.7 18x144.013" MESH SCREEN SHALL BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD.
2,8 ROOF BRACING SHALL BE A MINIMUM OD 2"x2"x0.050".
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COI hRACTOR.
2.10FOR PICTURE WINDOW MODIFICATIONS TO EXISTING SCREEN ENCLOSURES. THE CONTRACTOR
SHALL VERIFY THE EXISTING SCREEN ENCLOSURE IS IN :,!NUCTURALLY SOUND CONDITION AND
MEETS THE REQUIREMENTS OF THE DETAILS WITHIN THESE PLANS.
2.11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA. THE :NCLOSURE SHALL MEET THE FLORIDA
BUILDING CODE,RESIDENTIAL SECTION R4501,17 RESIDENT;,L SWIMMING BARRIER REQUIREMENTS
IN ITS ENTIRETY,
2.112 SCREEN ROOM ALUMINUM ROOF SECTIONS (COMPOSITE C-P PAN) SHALL BE SELECTED/DESIGNED
FOR THE WIND PRESSURE STATED WITHIN THE WIND LOADS SECTIONS OF THE GENERAL NOTES.
THE SELECTION OF THESE ROOF SECTIONS WAS BASED `�N THE SPAN TABLES PUBLISHED AND
CERTIFIED BY INDEPENDENT FLORIDA LICENSED ENGINEERS WITH THE UP-TO-DATE N.O.A.
3.0 FASTENERS
3.1 ALL FASTENERS SHALL COMPLY WITH ASTM A153.
3.2 ALL CONCRETE SCREWS SHALL BE TAPCON, SIMPSON. HILT!, REDHEAD OR APPROVED EQUAL,
3.3 ALL LAG BOLTS SHALL HAVE A MINIMUM EMBED OF 8 TINaS BOLT DIAMETER INTO STRUCTURE
FRAMING,
3A USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS CCNNECTING ALUMINUM COMPONENTS TO
PRESSURE TREATED LUMBER, UNLESS OTHERWISE NO-iLC ON PLANS OR MANUFACTURER OF
GALVANIZED BOLTS SPECIFIES FOR USE WITH PRESSURE TREATED WOOD.
3,5 THE MINIMUM CENTER TO CENTER SPACING FOR SIMS SHAG. 2E 3/4" AND THE MINIMUM CENTER TO
EDGE SPACING SHALL BE 1/2" UNLESS OTHERWISE NOTED,
3,6 FOR IX2 MEMBERS TO MASONRY/CONCRETE USE GALVAN!ZTElj 114"x2-3/4" TAPCONS OR SIMILAR AT
24" O.C. (TYP.)
37 FOR 1x2 MEMBERS TO WOOD FRAME, USE #142-3/4" WOOD SCREWS AT 24" O.C. (TYP.)
3.8 FOR 1x2 MEMBERS TO ALUMINUM. USE #10x1-1/2" SMS OR TEK SCREWS AT 24" O.G. (TYP.)
3.9 FOR 1x2 MEMBERS INSTALLED THROUGHOUT AN "OPEN VIE'N' OR "PICTURE WINDOI)V'ASSEMBLY TO
CONCRETE OR ALUMINUM, FASTENER SPACING SHALL. BE REDUCED TO 12" O.C. MAX,
ALUMINUM EXTRUSION DIMENSIONS (RAILING)
SNAP SECTIONS
2 x 2
2" x 2" x 0,045"
2 x 3
2" x 3" x 0,050"
2 x 4
2" x 4" x 0,045"
SNAP PLATE
HR-2 1.795x0,050
CHANNELS
1.5"x2.125"x1,5"x0.045"
2"x3.125"x2"x0.045"
PICKETTS
1"TUBULARMOLLOWX0.050"
TOP CAPS
HR-1 2.5x1.625x0.050
HR-14 1.964x1.482x0.050
BOTTOM CHANNEL
VX15'0.050"
POST CHANNEL:
2"x2"x0.093`
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
2 x 2
2" x 2" x 0.050"
2 x 3
2" x S'x 0.050"
2 x 4
2" x 4" x 0 050"
2x5
2" x 5" x 0.050"
OPEN -BACK SECTIONS
1 x 2
1 x 2" x 0.044"
1 x 3
1 x 3" x 0. 045"
SNAP SECTIONS
2 x 2
2" x 2" x 0.045"
2 x 3
2*'x 3" x 0,059'
2x4
2" x 4" x 0.060"
SELF -MATING SECTIONS ISMS)
2x4
2" x 4" x 0.044" x 0.100"
2 x 5
2" x 5" x 0.050" x 0, 118"
2x6
2" x 6" x 0.050" x 0,120"
2 x 6H
2" x 6" x 0.072" x 0.224"
2 x 7
2" x 7" x 0.057" x 0,120"
2 x 7H
2" x 7" x 0.072" x 0,224"
2 x 8
2" x 8" x 0,072" x 0.224"
2 x 8H
2" x 8" x 0.082" x 0.306"
2 x 9
2" x 9" x0.072" x 0.224"
2 x 9H
2" x 9" x0,082" x 0,306"
2 x 10
2" x 10" x 0. 092" x 0. 374"
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(8) #14x3/4"
SMS TOTAL
NOTE, CONNECTION CABLE MUST
BE WITHIN 6" OF CORNER OR
PRIMARY MEMBER.
-DGE MEMBER
OR PURLIN
#1 OX4" SMS INTO SCREW
SSES FOR EDGE MEMBERS
PERIMETER
FRAMING
3/8" 0 ADJUSTABLE EYE
BOLT FOR CABLE TENSION
F118" 0 STAINLESS
I STEEL CABLE
1/8" EXTRUDED ANGLE
SIDE VIEW "1 11 ANGLE
OPTION #1
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03 ) SCALE = N.T.S.
1" X 2" X 1/8" ANGLE
(4) #12 X 3/4" SMS
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STEEL CABLE
3/8" WELDED STAINLESS
STEEL EYE BOLT
SIDE VIEW l"O MIN) WASHER
BOTH NUT
TOP VIEW OPTION #2
DOUBLE COMPRESSION A-36 STEEL
SLEEVES CLIP MAY BY PLACED ON
TOP OF DECK W1 (3) 3/8"x
2500 PSI CONCRETE WITH "SLEEVE ANCHOR
WELDED WIRE OR
APPROVED FIBERMESH
4
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MIN. EMBEDMENT
CONCRETE SCREW
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(TAPCON OR EQUAL)
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OPTION #3
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03 ) SCALE = N.T.S.
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BRACKET',ffil" BREAK
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OPTION #3
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EDGE BEAM TO PURLIN
1" X 2" SNAP
r6SLOPED PURLIN TO COLUMN CONNECTION
� 03 ) SCALE = N.T.S.
COLUMN VARIES. SEE
SECONDARY ANGLE MIN 118" SHEET 02 FOR SIZING SECONDARY ANGLE MIN 1/8"
THICK WITH (4) #1 Ox3/4" SMS THICK WITH (4) #10x3/4" SMS
INTO COLUMN EACH SIDE (TYP.) INTO COLUMN EACH SIDE (TYP.)
[NOT REG. FOR 2x3 UPRIGHT] [NOT REQ, FOR 2x3 UPRIGHT]
2"x7VI/8" ANGLE WITH (2)
#10x3/4" SMS EACH SIDE (TYP.) PAVERS 0
Column o o
Size
1"X,2" OPEN -BACK BASE PLATE I
(TYP. EACH SIDE) ATTACHED TO A
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UPRIGHT WITH SMS THROUGH
UPRIGHT INTO SCREW BOSS 2x3
AND ANCHORED TO FOOTING 2x4 1 3"
WITH MIN. 114" CONCRETE 2x5 1 3"
SCREW (TAPCON XL OR EQUAL) 2x6 1 4"
WITH MINIMUM 2-1/4" EMBED, 2x7 1 51�
.. . ....... ...... _J
CONCRETE SCREW TO BE 2x8 2 3"
INSTALLED AT 24" O.C. MAX 2x9 2 4"
2x10 2 g4,5
SUBSTRATE SPACING PER 3/8" CONCRETE ANCHOR SUBSTRATE SPACING PER
TABLE (TYP.) (TAPCON XL OR EQUAL) AT TABLE (TYP,)
3" MIN COVER (TYP) EACH ANGLE EACH SIDE WITH 3" MIN COVER (TYP)
MIN. 2-1/4" EMBEDMENT INTO NOTE IF PAVERS ARE PRESENT,
FOOTING (TYP.), FOR WOOD CONCRETE ANCHORS SHALL
USE 3/6" LAG BOLT IN LIEU OF PENETRATE INTO CONCRETE
SIDE VIEW TAPCON WITH MIN 2-3/4" EMBED. 2-1/4" (TYP.) SIDE VIEW
COLUMN TO FOUNDATION CONNECTION
03 SCALE = N.T.S.
COLUMN VARIES. SEE
SHEET 02 FOR SIZING
2"xZV1/8" ANGLE WITH (2)
#10x3/4" SMS EACH SIDE (TYP.)
I "x2" OPEN -BACK BASE PLATE (TYP. EACH
SIDE) ATTACHED TO UPRIGHT WITH SMS
THROUGH UPRIGHT INTO SCREW BOSS AND
ANCHORED TO FOOTING WITH MIN, 114"
CONCRETE SCREW JARGON XL OR EQUAL)
WITH MINIMUM 2-1/4" EMBED. CONCRETE
SCREW TO BE INSTALLED AT 24" O.C. MAX
3/8" CONCRETE ANCHOR (TAPCON XL OR
EQUAL) AT EACH ANGLE EACH SIDE WITH
MIN. 2-1/4" EMBEDMENT INTO FOOTING
(TYP.). FOR WOOD. USE 3/8" LAG BOLT IN
LIEU OF TAPCON WITH MIN 2-3/4" EMBED.
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1"X 5" OR 7" X6" WIDTH EXTRUDED
GUTTER BRACKET(THICKNESS OF LEG
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LONG LEG SHALL BE 0.072" MIN)
@ EACH BEAM W/ (4)#14X3/4" SMS 1"
SPA, INTO GUTTER LIP
BEAMIPURLIN
(SLOPED 0
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99
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SCREWS @ BRACKET & (1) SCREW
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TEXISTING HOST STRUCTURE
(6)-#14 X 3/4"SMS
OPTIONAL. 1"X2"OPEN ATTACHING ANGLE TO BEAM
BACK ATTACHED TO HOST EACH SIDE (1" MIN. SPACING)
W! (1) 1/4"0 CONCRETE
SCREW OR LAG WITHIN 6" i
OF BEAM & @ 24" QC, MAX
BETWEEN BEAMS �.
112" (TYP TOP &
BOTTOM)
2" X 2" X 1/8" "�""� 5" SNAP SUPER
1/4" CONCRETE SCREWS
a
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1/4" X 2" LAG SCREWS
INTO WOOD (1" MIN SPACING) BEAM OTY
SLOPED OR FLAT
RECEIVING (4) #14 X 314" SMS INTO GUTTER
[QTY PER TABLE]
ROOF BEAM (SEE
CHANNEL
2x4 1
PLAN FOR SIZE)
EXCESS BEAM
MAY BE TRIMMED (2) #14 X 2" SCREW FASTENING ANGLE
NOTES. 2x5 2
2"X2"X 0.125' ANGLE
TO 1" X 2" SNAP (typ EACH SIDE)
1, THE MINIMUM EDGE
EA, SIDE OF BEAM
DISTANCE IS 3" FOR MASONRY 2x6 2
STRUCTURES,
EXISTING HOFT STRUCTURE
NOTES.
1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH {1) -114" O X 4" LAG SCREW
2x7 3
(CONCRETE. GROUT FILLED
PRIOR TO GUTTER INSTALLATION.
CMU OR WOOD)
2. A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2".
2x8 3
2x9 3
2x10 4
1 BEAM TO GUTTER & BRACKET CONNECTION DETAIL
04 SCALE = N.T.S.
CONCRETE ANCHORS FOR ALUMINUM
6x6 `N1.4xW1.4
STRUCTURES FRAMING SHALL PENETRATE
THIRD PAVERS INTO FOOTING 2-3/4" MINIMUM
Wt/x OR
(TYP.) SEE DETAIL 6/03 FOR MORE INFORMATION.
FIBERMESH IF
ALLOWED
2 BEAM TO HOST CONNECTION DETAIL
dQ SCALE = N.T.S.
2" GUTTER BRACKET REQUIRED
AT PURLIN ATTACHMENT
POINTS w/ (2) #12 X 3/4" SMS
INTO GUTTER LIP
(OPTION #1)-1" x 2" SNAP
SECTION NO SCREWS REQUIRED
PURLIN --
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(OPTION #2) 2" x 2" x .125" X
ALUMINUM ANGLE •w/ (4)
#12 x 3/4" SMS INTO PURLIN
ON EA SIDE & (4) 12X1-1/2"
INTO GUTTER OR (OPTION
#3) (2) # 10 X 3" SMS THRU
1"x2" 0.6, INTO THE PURLIN
SCREW BOSS.
(1) 3/8" LAG SCREWS @ EA. GUTTER
BRACKET & (1) @ 12" O.C. MAX- MIN
EMBEDMENT SHALL BE 2"
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"X4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER -CONTRACTOR
SHALL BRING STRUCTURE UP
TO A 2"X4" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG.
NOTES
1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4" O X 4" LAG SCREW
PRIOR TO GUTTER INSTALLATION.
2, A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2".
3 GUTTER BRACKET & PURLIN ATTACHMENT DETAIL
04 SCALE = N.T.S.
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INSTR#2022204116OR BK 10692 P(; 310 Page 1 of I
S/H 09/15/2022 11:35 AM Rcpt: 2503957 Rec; 10.00 !OS 0.00 IT: 0,00
Nikki Alva rez-Sawl cis, Esq., Pasco County Clerk & Comptroller
Permit No, Parcel Glen Jai-26n�`1-0260-?700004 0780
NoTICE OF COMMENCEMENT
Sor, of Florida County altosco
THE UNDERSIGNED herabyllives noficeftlenprovernmelellf be trade to comes rest propuny, and in acrantanca with Gharser?13, Florida Storages.
the folloydrig Information Is provided in this Notice of Commencement
1. Description of pmrsfftfParcel loqoah,
ratio, N, 04-26-2 1-0260 0 0000-0780
street AtionIs, 6918 Shelby Lynn Way ZephyrhiliR, FIL
2, Gonaralooscripfionaffmiln"Mment Screen roorewilh eCreen roof
1 Castor InformstlDn or Lassie Information 11 the Loosed coninacted for the laronevernont
Sullivan Robert Kevin& Vanessa Khanh
6918 Shelby tW way FL
Address city State
InforestriProperty;
Name of Fee Simple Tilbehircler.
(if diftwent from Ova rar listed alrovelf
Address city Slate
4. Contractor. Patio EnCIOSLIreg I Flartshorn Custom iContra 2� --
Tampa Fi
city state
Contractor's Telephone No.:
5. Surety:
Name
Address _ City
Amount Of Bond: S- Teephorto No,:
Name
Address
Lander's Telephone No.:
Persons within the State of Flodda designated by the owner upon whom nalwa or other docLineetts may be served as provided by
Section 713.13(9)al(7), Florida Statutes:
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Telephone Nuenher of Designated Person: __----_-_-_,- ......
a. In addition to hinnealt Via owner 406VWIOS of
io recolso auopy of the LharVs Notice as provided in Section 713.13(l )(b), Florida Statutes.
Telephone Number of Person of Entity Designated by owner:
9. Expiration date of Native of Commencamerift (the axpi,,allor, data may net be before the completion of construction and final payment to the
connector, W wN be one year from the date of mording unless a differant date, is spodli od),
is HE NO1ICE OF COMMENCEME WARNING TO OWNER: ANY PAYMEN-, ACE BY THE OWNER AFTER THE PXPIRATION OF I'Ni
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATLRES AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Z'
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN' FINANCING CONSULT
'WORK OR RECORDING YOUR OF M NCEMENT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENDING COM E
Under penalty of perjury, I declare that I have read drd foregoing nofto of cornmene that haled lbwain are into !a the basi,,
of my knowledge and belief,
1-v
STATE OF FLORIDA
COUNTY OF PASCO
rimarage,
Signatory'$ 'Rueloffica
The foregoing instrument was acknnWedgad before me this jjday or -NYUL, 2011 by ;type or authority 0,1;., officer tea, attamay In fact) to,
(non'. of poly on M ment was eecuradf.
Parsonaily Known 0 Qft Produced �Ide,45' I Notary S.jnaltvo
Type of ldrolU kin -Pr L Ne,no
-7 KAYLA RHEA
Notary Public -State of Florid
Commission fif HH 202395
My Commission Expires
Novernber 28, 2026
I
Add#IMI Work
SHEET
SHEET TITLE
01
GENERALNOTES
02
STRUCTURE PLANS
03
SUPPLEMENTAL DETAILS
04
SUPPLEMENTAL DETAILS
A. DESIGN CRITERIA
1,0 REFERENCED STANDARDS
1.1 THE FLORIDA BUILDING CODE, 7?H EDITION t2020}
i.2 ASCE 7-16
1.3 ASTM SPECIFICATIONS FOR CONCRETE AND MASONRY -
.A ACI 318-LATEST EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
1.5 ACI 520-LATEST EDITION BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES,
I.6 ADIM 2015
1,7 AA ASM35, AA A.DMi
1.8 NATIONAL DESIGN SPECIFICATIONS FOR CONSTRUCTION DESIGN CODES AND GUIDELINES_
2.0 DESIGN LOADS
2,11 DESIGN WIND SPEED PER F.B.C. CH, 16 !LATEST EDITION:
V,_. = 135 M. P.H
VA10 = 104 M.P.H
2.22 RISC: CATEGORY = 1
23 EXPOSURE CATEGORY = C
2.4 ALUMINUM LOADING'.
2 4 1 DEAD LOADS - MEMBERSELF-hEIGHT
Z4.2 LIVE ✓S - 3G0 LB VERTICAL LOAD ON PRIMARY MEMBERS
- 230 LB VERTICAL LOAD ON PURLINS
2 4,3 WIND LOADS - PER F,B.C, TABLE 20024 (M`.NFRS)
FOR 20x204.013" MESH SCREEN:
HORIZONTAL PRESSURE ON I IINDWARD SURFACE = 35 PSF
HORIZONTAL PRESSURE ON LEEWARD SURFACES = 28 PSF
VERTICAL PRESSURE ON SCREEN SURFACE = 10 PSF
VERTICAL PRESSURE ON SOLID SURFACES = 30 PSF
24.3,1 FOR 18xl4x0.013" MESH SCREEN, APPLIES FACTOR = 0,88
Z4.3.2 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN PRESSURES= 0.6
2AA RAILING LOADS PER F.B.0 SECTION 160T8
2.4.4.1 LINEAR LOAD N HANDRAILS AND GUARDRAILS = 50 PLF
244.2 CONC. LOAD ON HANDRAILS AND GUARDRAILS = 200 LE
2AA4 3 CON C LOAD ON INTERMEDIAT E RAILS = 50 LB
2.5 SOLID ROOF STRUCTURE
2.5.1 ROOF DEAD LOADS = 5 PSF
2.5.2 ROOF LIVE LOAD = 20 PSF
2.5.3 FLOOR DEAD LOADS = 40 PSF
2.5.4 FLOOR LIVE LOAD = 40 PSF
2.5.5 BUILDING TYPE = PARTIALLY ENCLOSED GCE! _+)- 0.55
2.5.6 COMPONENT AND CLADDING (ASD) DESIGN WIND PRESSURES:
ZONE 2 = +16.01-50.2 PSF
ZONE 3 = +16.0 / -60.8 PSF
RESPONSIBILITIES
1.0 A LICENSED CONTRACTOR SHALL PERFORM ALL SITE 'WORK IN ACCORDANCE WITH THE APPLICABLE
BUILDING CODE. LOCAL ORDINANCES, ETC.
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS AND DIMENSIONS
PRIOR TO COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR FABRICATION. THE
CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTUREIFOUNDATION IS IN GOOD CONDITION WITH
THE SUFFICIENT STRENGTH! TO SUPPORT PROPOSED STRUCTURE, THE ENGINEER OF RECORD IS TO
BE CONTACTED IN WRI ING FOR CLARIFICATION IF DISCREPANCIES ARISE.
3.0 CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 'dVRITTEN DIMENSIONS TO TAKE
PRECEDENCE OVER SCAI LED DIMENSIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK
THESE PANS FOR DIM_NSIONA_ ERROR .AND/OR OMISSIONS PRIOR TO CONSTRUCTION. IF ANY
ERRORS OR OMISSIONS EXIST IN DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER: IN 'WRITING WITHIN 10 DAYS OF RECEIPT OF PLANS AND PRIOR TO ANY
CONST RUCTION, OR CONTRACTOR ASSI:`ft.',ES THE RESPONSIBILITY FOR THE RESULTS AND ALL COSTS
OF RECTIFYING SAME,
4.0 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS ASSOCIATED WITH THE WORK TO
SE COMPLETED. THIS IS TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR COMPLETION OF
PROJECT.
5.0 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF COMPONENTS FIXTURES. OPENINGS. AND
LANDSCAPING ON THE SITE FOR',NHICH ARE NOT INCLUDED `Jvi H THE SCOPE OF THEIR PROJECT,
6.0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND ENGINEERED BASED ON INPORMAT€ON
PROVIDED B, THE CONTRACTOR AND/OR MANUFACTURER CONTRACTOR SHALL NOTIFY THE
FNGIN;EER OF RECORD PRIOR Tc CONSTRUCTION IF SPECIAL SITE CONDITIONS ARISE FOR THE
FOUNDATION OR HOST STRUCTURE.
♦lk
IN II - N
10
s • }
PLANS PREPARED FOR: Hartshorn Custom Contracting
C. MATERIALS
1.0 CONCRETE I FOUNDATION
SOIL
1.1.1 .ASSUMED SOIL BEARING PRESSURE - 2,000 PSF
1,1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE SUBSURFACE FOR TERMITES IN
ACCORDANCE WITH F.B.C. REQUIREMENTS FOR SUNROOMS, NOT REQUIRED FOR EXTERIOR
SCREEN ENCLOSURES,
1.1.3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE APPLICABLE.
1.2 CONCRETE
1.2.1 ALL CONCRETE SHALL BE 3,000 PSI MINIMUM
1,2.2 CONCRETE SHALL CONFORM TO ASTM C94 FOR: 4.0
1.22.1 PORTLAND CEMENT. TYPE 1 -ASTM Cl 50
1.2.2.2 3/4" AGGREGATE MAXIMUM -ASTM C33
1.2.2.3 AIR ENTRAINMENT, +i- 1 - ASTM C260
1.2.2,4 WATER, REDUCING AGENT - ASTM C494
1.2.2.5 CLEAN POTABLE WATER
1.2.2.E OTHER ADMIXTURE SHALL NOT BE PERMITTED
I' 2.3 :ALL SLABS ON GRADE SHALL BE 4" THICK MINIMUM
1.3 REINFORCEMENT
13,1 FIBERMESH (314" PER CUBIC YARD; MAY BE USED IN LIEU OF WELDED WIRE MESH IF
APPROPRIATE ACI AND ASTM REQUIREMENTS ARE MET.
1.32 METAL WELDED VORE MESH fSGoWM,) SHALL CONFORM TO ASTM A185_
1 A PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI MANUAL STANDARD PRrC.ICE
PARTS'. 2 & 3 ALONG WITH HOT ✓`'EATHER STANDARD PRACTICES RECOMMENDATIONS,
1.5 IF UTILIZING AN EXISTING _LAB, FOOT ING. CONCRETE SLAB SHALL BE A MINIMUM, OF 4 THICK
AND VISIBLY FREE OF DETERIORATION, SPALLING OR EXCESSIVE CRACKING. CONTRACTOR
TO VERIFY THAT EXISTING FOOTING IS A MINIMUM OF 12" WIDE AND 8" DEEP BELOW EXISTING
SLAB OR 12"X12" STRIP FOOTING.
2.0 ALUMINUM
2A ALL STRUCTURES SHALL BE 6005 T5 ALLOY MINIMUM (U.N.0)
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO "PART ':-A - SPECIFICATIONS FOR ALUMINUM
STRUCTURES - AL LOAABLE STRESS DESIGN" OR `PART 1-8 - SPECIFICATIONS FOR ALUMINUM
STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM
DESIGN MANUAL.
23 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES IN CONTACT WITH STEEL OR
PRESSURE TREATED LUMBER
A ACTUA AAL_ THICKNESS OF EXTRUDED n UMI NU1, MEMBERS SHALL NOT BE LESS THAN 0.04 `.
2.5 SELF MATING BEAM SECTIONS `0 BE STITCHED CHED v%gTH #12 SMS SPACED AT 6" ON -CENTER KOM THE
END AND 24' ON --CENTER THROUGHOUT THE REMAINDER
2,6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM STRUCTURAL +J`tiALL PANES (_KICK -PLATES)
SHAD= BE 0 024".
27 TYPICAI' MESH SCREEN USED SHALL BE 18x14x0.013". THE ENGINEER OF RECORD SHALL BE NOTIFIED
IN THE EVENT OF DIFFERENT SCREEN MESH USED.
2.8 ROOF BRACING SHALL BE A MINIMUM OD 2"x2"x0.050',
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR.
21.0FOR PICTURE ."a'INDO`IJ MODIFICATIONS TO EXISTING SCREEN ENCLOSURES. THE CONTRACTOR
SHALL VERIFY THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY SOUND CONDITION AND
MEETS THE REQUIREMENTS OF THE DETAILS WITHIN THESE PLANS.
2,11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA. THE ENCLOSURE SHALL MEET THE FLORIDA
BUILDING CODE RESIDENTIAL SECTION R4501,17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
IN ITS ENTIRETY.
2.1:2 SCREEN ROOM ALUMINUM ROOF SECTIONS tCOMPOSITE OR PAN) SHALL BE SELECTED.IDESIGNED
FOR THE WIND PRESSURE STATED WITHIN THE WIND LOADS SECTIONS OF THE GENERAL NOTES.
THE SELECTION OF THESE ROOF SECTIONS WAS BASED ON THE SPAN TABLES PUBLISHED AND
CERTIFIED BY INDEPENDENT FLORIDA LICENSED ENGINEERS WITH THE UP-TO-DA
3.OFASTENERS
ALL FASTENERS SHALL COMPLY WITH ASTM A153.
3.2 ALL CONCRE T E SCREWS SHALL BE TA.PCON, SIMPSON HILT/ REDHEAD OR APPROVED EQUAL,
13 ALL LAG BOLTS SHALL HAVE A MINIMUM EMBED OF 8 TIMES BOLT DIAMETER INTO STRUCTURE
FRAMING.
? ! COMPONENTS c
4 � A U -8 FOR FASTENERS iV~-R CONNECTING - ALUMINUM COM ..-N_NTS TO
... USE STAINLESS STEEL �_ 3� i8 0`t S S 0 C � C U
PRESSURE TREATED LUMBER, UNLESS OTHEftN€SE NOTED ON PANS 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 BE 112" UNLESS OTHERWISE NOTED,
3.6 FOR 1x2 MEMBERS TO MASONRYICONCRETE, USE GALVANIZED 1/4'x2-314 TAPCONS OR SIMILAR AT
18" 0,C ,TYP
37 FOR 1x2 MEMBERS TO P:OOD FRAME, USE #14x -3/4" AOOD SCREWS AT 18' O.0 ,,TYP.)
3.8 FOR ',x2 MEMBERS TO ALUMINUM USE #10xi-1/2' SMS OR TEK SCREWS AT 18' O.C.TYP.)
19 FOR lx2 MEMBERS INSTALLED THROUGHOUT AN 'OPEN VIEW' OR 'PICTURE WINDOW' ASSEMBLY.
THE FASTENER SPACING SHALL BE REDUCED TO 12' C.C. MAXIMUM.
3.5 THE MINIMUM CENTER TO CENTER SPACING FOR SIv1S SHALL BE 3/4" AND THE MINIMUM CENTER
TO EDGE SPACING SHALL BE 1/2" UNLESS OTHERWISE NOTED.
3.6 FOR 1x2 MEMBERS TO MASONRY/CONCRETE. USE GALVANIZED 1/4"x2-3/4" TAPCONS OR SIMILAR
AT 18" O.C. (T(P.)
3.7 FOR 1x2 MEMBERS TO WOOD FRAME, USE #1 4x2-314"WOOD SCREWS AT 18" O.C. (TYP.)
3.8 FOR 1x2 MEMBERS TO ALUMINUM. USE #10xi-112" SMS OR TEK SCREWS AT 18" O.C. (TYPJ
3.9 FOR 1x2 MEMBERS INSTALLED THROUGHOUT AN "OPEN VIE`FPOR "PICTURE WINDOW' ASSEMBLY
TO CONCRETE OR ALUMINUM, FASTENER SPACING SHALL BE REDUCED TO 12" O.C. MAX.
WELDS
4.1 MEMBERS ARE TO BE WELDED IN ACCORDANCE WITH FBC SECTION 2003.8.1 AND
2003.SA,3 AND AWS D1.2
4.2 APPLICABLE STANDARDS FOR WELDED MEMBERS:
ALUMINUM ASSOCIATION. INCAA: AA SAS-30
AMERICAN VvELDING SOCIETY(AS; "STRUCTURALWELDING CODE -ALUMINUM"
ASTM B210/13210M STANDARD SPECIFICATIONS FOR ALUMINUM ALLOY -DRAWN.
ASTM B22116209M STANDARD SPECIFICATIONS FOR ALUMINUM ALLOY -EXTRUDED
ASTM B209iB209M, STANDARD SPECIFICATIONS FOR ALUMINUM SHEET AND PLATE
ALUMINUM EXTRUSION DIMENSIONS (RAILING)
SNAP SECTIONS
2x2
2"x2"x0.045"
2 x 3
2"x3"x0.050"
2 x 4
2" x 4" x 0.045`
SNAP PLATE.-
HR-2 1.795x0.050
CHANNELS:
1,5"x2.'25"x1.5"x0.045"
2~x3.125"x2`x0.045"
RICKETTS:
1" TUBULAR/HOLLOWX0,050"
TOR CAPS,
HR-1 2.5x1.625x0.050
HR-14 1,964xl A82x0.050
BOTTOM CHANNEL:
1"x1.5'4.093'
POST CHANNEL
2"X2"x0.125'
ALUMINUM EX T RUSION DIMENSIONS
HOLLOW SECTICNS
2 x 2
2" x 2" x 0,050"
2x3
2"x Yx0.050"
2 x 4
2" x 4' x 0.050"
2 x 5
2" x 5' x 0,050"
OPEN -BACK SECTIONS
1x2
1"x2"x0.044"
1 X :
1" x 3" x 0.045"
SNAP SECTIONS
2x2
2"x2"x0.045"
2 x 3
2"x3"x0.050"
2 x 4
2" x 4" x 0.060"
SELF -MATING SECTIONS (SMBI
2 x 4
2"x4'x0044"x0.100"
2x5CL
2"x5'x0.050"x0135"
2x6
2"x6"x0D50'x0.120"
2x6UL
2x6 xf., 0.,4" x0i..2 o
50
2x7
2'x7"x0:057`x0.120"
2 x 8
2" x 8" x 0.072" x 0.224"
2x8CL
2`x8"x0.072"x0.245"
2 x 9
2" x 9" 0.0 2" x 0,224"
2 x 10
2" x 10" x 0.092" x 0,374"
TUBES
4 x 8
4"x8'x0195'x0219`
6x6
6"x6"x0 25'/600uT51
kLL WORK SHALL COMPLY WITH F
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DATE
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SHEET
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318" CONCRETE ANCHOR (TAPCON FASTEN COMPOSITE PANEL TO
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ANCHORS SHALL 3" MIN CONC. EDGE OR EXTERNAL RECEIVING EVE RAIL BEAM TO COLUMN WITH (2i 31'81T HEX BOLT -NUT
PENETRATE INTO DISTANCE (TYR.) CHANNEL jYP.) 0�0162"
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#12x5i8" SMS EACH SIDE (TYR) PROVIDE 4" LONG BY 1 EACH 318" DIAGONAL OR 2 EACH
ALTERNATE: IM" DIAGONAL LAG SCREAS EACH RAFTER OR TRUSS
'AlL,AlHEN EXISTING FASCIA IS NOT 2" NOMINAL
FASTENER JAMB TO SAVE RAIL OR THICKNESS LUMBER SUPPLEMENT FASCIA T,3'�' C-i .4--
HEADER WITH #10 SMS TO LENGTH TO 0
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LL LAG SCREW IN LIEU OF CONCRETE
r_ ANCHORS AND ENSURE PENETRATION PROJECT
2i MINIMUM OF 2-1/4" INTO STRUCTURAL SIDE WALL UPRIGHT TO ROOF DETAIL A22-062301
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FASTEN DOOR JAMB TO 1 x2 BASE PLATE 0.045" ALUMINUM CHANNEL'HEADER" 06130/2022
WITH (2) #10 SMS THROUGH JAMB INTO FASTENED -1 O'AOOD FASCIA WITH #14x2" bkAvWBrq
SCREW BOSS OF Ix2 (ENSURE 'AlOOD SCREIASS AT 6" 0 C, (INT ERNALLY� 4 /,HCC
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INUM FLASHING AS �AND BOTTOM THROUGH 00
STRUCTURES FRAMING SHAl � PENETRATE 6X6 �1 0 z H
CHANNEL Vv1TH #12x!" SMS 0
HRU PAVERS INTO FOOTING 2-3!4" MINIMUM — 0 uj Of
WVsr OR NEEDED �1-
(T P� SEE DETAIL 6103 FOR MORE INFORMATION. FIBEI OTHER--, WIT H 5,18" NEO-WASHER (D z
y SPACED AT 12" 0 C U) z w
5; <
25" LAP MIN. > LW tr
EXISTING
MASONRY HOST
4" MIN SLAB
#5 LAP SPLICE 0.045" ALUMINUM CHANNEL' HEALER"
# 'T' 9' R 1-7 j8
5 STD. 90'HOOK FA STENED TO MASONRY WITH 3,18"x4-1/2"
LDT AT 12" O.-_ (INTERNALLY),
R 1 -718"
303C PSI 8x8 MONOLITHIC +
FOOTING WITH (1) *5 BARS
CONTINUOUS WITH 3" CHAIR
TYPA MAINTAIN 3" MINIMUM
COVER OVER STEEL (TYPA
0
E
a,o
8"x8` MONO FOOTING REBAR BEND/SPLICE DETAIL HOST TO COMPOSITE PANEL ROOF CONNECTION
SCALE N,T.& 134LE -- �N- S
SCALE =N.T.S.z z LL
i6)- 4'r 4 X 3,4"SMS 0 1
_X2;IOPEN 'TT"HING ANGLE TO BEANI
DT0 BACK ATT ATTACHED HOST EACH. SIDE !'MIN. SPACING- ct
,A E
Wi(1;1i4"OCONCRETE
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OF BEAM & 24" O.C. MAX 0
BETWEEN BEAMS
U) z
z U-1 O 6
1/2" (TYP TOP
OTTOM i
0
CONCAMASONRY
MIN, SPACING)
OR ---I Job#22061701
li4l' CONCRETE SCREWS 0
Al/ 1-'2" EMBEDMENT INTO
1 �`I" X 2" LAG SCREWS
INTOWOOD 01" MIN SPACING� \-SLOPED OR FLATB E_,_M 07y
[QTY PER TABLE,I
ROOF BEAM (SEE
2X4 1 PLAN FOR S17E)
NOTES F-
1. THEMINIMUM EDGE 2X5 2 2"X2"X 0, 125" ANGLE C-i Lr
DISTANCE IS 3" FOR MASONRY 9,X6 EA. SIDE OF BEAM w 3: < 0
STRUCTURES, EXISTING HOST STRUCTURES LL
CL
2,7 3 GROUT FILLED c- c:
z 0
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BEAM TO HOST CONNECTION DETAIL Ii <
SCALE = �'l T S 0) Q_
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PRO-ECT
A22-0623011
DATE
06130/2022
!DRAVVN SY, - ' 1 11
; FIC19
IS
A3ETAILS
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LIC. PE 78653 FL
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