HomeMy WebLinkAbout23-55922 0
Eighth Street hills ' FL 3354
(8 1 3) 780_002
F 8 1 )
7 80_00 1
5335 Eighth Street
Zehyrhills, FIL 33542
Phone: (813) 780-0020
7pax: (813) 70-0021
BAR-005592-202
Issue Date: 02/16/2023
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.
23MII=��
011—ans, pec1TICaVU"SW0 I - 1ITFUT117-K.-M - accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
COt&ACTOR SIG�AT RE PE?AIT OFFICE[)
PERMIT 6)I(P�IRS IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
1=0111*0 lljii;��11 ii� I;� � EINAAM-4ZI
22100103
313-730-0Q?0 City Of Zephyrhills Permit Application i6tFax-813-780-0021
Building Department
K h Wr)cr ns,
Date Received Phone Contact for Perrnittin 13 37 em gzg2.
Owner's Name oni l e/n u n Owner Phone, Number
Owner's Address $ � °� ihi 6 l t � i Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS Nh-C,(A+ S4oYI& DR, LOT 35
SUo3DIVISION Pi h U r � PARCEL 1
26' 25 2I ° 01 0 , OQUO ° 0350
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
rl INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
PE OF CONSTRUCTION BLOCK FRAME STEEL
i
r�
BUILDING $ I OI pp
ELECTRICAL
PLUMBING $
MECHANICAL �
GAS ROOFING
FINISHED FLOOR ELEVATIONS
VALUATION OF • A CONSTRUCTION
AMP SERVICE PROGRESSENERGY
VALUATION OF MECHANICAL INSTALLATION �
SPECIALTY OTHER
FLOOD ZONE ,AREA =YES NO
W.R.E.C.
t'
BUILDS COMPANY Efol-ho C V1 (/) o 5 U rt
SiGPIATl9 REGISTERED N FEE CURREN Y /-N
Address i vori u 1 f/ c wel License ## G 133310
ELECTRICIAN, COMPANY
SIGNATURE REGISTERED Y J N FEE CURREP Y /'N
-----------------------------------------------------------
Address License
PLUMBER
SIGNATURE COMPANY
RED Y J N` �FEECUR�REN����
Address
License
MECHANICAL COMPANY E
SIGNATURE REGISTERED�Y-1 N FEECURREN Y / iJ
Address License #
OTHER COMPANY
SIGNATURE REGISTERED ;;; F�CURRE Y J M1t
Address License
1 1 l 1 1 1 111,11 1 1, I I All 1` 1 1 11 141 1 1 Ill pop 1 1 1 1 1 11,111 1 I 1 I'll I 1 -1 1 I I I
RESIDENTIAL Attach (2)Plot Plans; (2) sets of Building Plans; (1)set of Energy Forms; R�O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required-onsite; Construction Pians, Stomiweter Piiars wil Slit F�srruein tclt ._
Sanitary Facilities & 1 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 & 9 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 PER I NG (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
BOUNDARY & AS -BUILT SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 35, BLOCK 2, ZEPHYR LAKES SUBDIVISION PHASES 1B AND IC
AS RECORDED IN PLAT, BOOK 84, PAGE(S) 85-90, OF THE PUBLIC RECORDS
OF PASCO COUNTY, FLORIDA,
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uno #
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8414 WHEAT STONE DRIVE
ZEPHYRHILLS, FLORIDA 33540 �k' Qfsr
FOR THE BENEFIT A, ND
EXCLUSIVE- USE OF: Ak,
DAMIEN TABU DRAYTON
DH TITLEFLORIDA.
INC.
DHI MORTGOAFTFICOMPANY, LTD.
DH) TITLE IN URANCE COMPANY,
NOTES:
1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD
VERIFIED,
INCONtISTENCIES HAVE BEEN NOTED ON THE
SURVEY. IF ANY,
2. PROPERTY CORNERS SHOWN HEREON WERE SET/FQQNO
ON 08-02-2022, UNLESS OTHERWISE SHOWN-
3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN
HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF
RECORD W104 MAY AFFECT THE TITLE OR USE OF THE
LAND.
4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED-
5' BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO
RECONSTRUCT THE BOUNDARY LINES.
B. ELEVATIONS SHOWN HEREON ARE BASED ON NGS
BENCHMARK V662, ELEVATION 107,63' NAVD 1988 DATUM,
7. TREES SHOWN HEREON WERE IDENTIFIED AND POSITI0NE0
BY THE CLIENT AFTER 1HE COMPLETION OF THE
LANDSCAPING, AND NOT BY THE SURVEYOR AT THE TIME
THAT THIS FINAL SURVEY WAS PERFORMED IN THE FIELD
ON 08-02-2022
KJA
CUARAN AS TO THE A80V� INFORMAT}ON. PLEASE CONTACT THE LO
BEARING BASIS:
3EAMO15 SHOWN HcHgoN ARE BASED ON THE NORTHWESIMY LINE
)F LOT 35 RLOOK 2 SEND N48'&OO'F, PER FLAT,
:e'w DA-M-) 11-18-21 R SED;
SCALD l'; 30 �FELJ
APPROVED BYzz _48 —
,LIB No. 2ID324 LOT 35. BLOCK 2 FINAL 08-02-2022 RY
FORMSOARDOt^13-2022 SG
DRAWN SY* _PS8 PLOT PLAN 09-94-2021 SM
FLOOD ZONE (
0
N
1�0 6
FLOOP ZONE 'Ar
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RIGHT OF WAY UNE
DRAINAGE FLOW
EMSTING ELEVATION
A/C
AIR CONDMONER
EE� CONCRETE
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DRAINAGE & U111,17Y EASEMENT
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UTILITY EASEMENT
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VERTCAL DATUM
NORTH AMPEDESTAL
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AFOUND
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F ,2UND71�r IRON ROD AND CAP
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(M)
MEASURED
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OFFSET
PC
PC04T OF CURVATURE
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POINT OF COMPOUND CURVE
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PERMANENT CONTROL POINT
pt
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PK
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POINT ON LINE
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PONT OF REVEIM CURVATURE
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PROFESSIONALNGENCYSURVEYOR AND MAPPER
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POINT OF TA
SO, IT SQUARE FEET
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SIDEWALK
151" IL I - HERESY, CERTIFY. THAT THIS SURVEY, SUBJECT TO THE
SURvEYGRls NOTES CONTAINED HEREON MEET'S THE
AppUCAaNMIPUUM TECHNICAL STANDARDS" SET
FORTH E FLORIDA BOARD OF FROFP511ONAL
SURVEY RS AND MAPPERS IN CHAPTER J_17, FLORIDA
kollmmNXITV PURSUANT TO CHAPTER 47ZO27,
D!gUlWSipedWb�WWtDM
ERPURVEYING
MAPPI14GY INC. FOR
04W' THE
AMA
8813 Venture Cove Contract
yHARTSHORN j Tampa. FL 33637 cRc1333,69
JEPITc�si� � A CUSTOM 113-620-0931
i' TI Tampa@greatdayimprovements.com
9YRPEATOAY RJd�(NFMENi9. LI.0 tJY C,f£r+.l'MV LNi3CM3.tiIVtS. LLG
Date 20
1, we he eby accept your prop
o
sal to furnish all labor and material necessary to perform the following work on the premises of the
Owner �_ !M �! 1 ✓rL
located atin the the City of gyp` h 'f� state of t Zip 5� �� Phone
1— '1 ddr ss 'A � `7 IL " �j r� Z l r t —ram Phone
us Omer erT�al a e. /� 4_ t j -
Sales representative l� > 4 l X c + r r. — r _ License # .
1f applicable)
This contract shall be considered non -cancelable after legal cancellation period has expired.
THE WORK TO CONSIST OF:
( See scope details out
lined intheProject Proposal.
f 1 i ! � # • • 4 � r +,
AN SO OR COMPANY THAT HAS PROVIDED TO YOU A '11OTICE_-�TF'101
CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN
ATTORNEY.
Work to start aPproXln12t8lY weeks from the date of this contract and to be completed approximately weeks after
Single-glazed6f firos or other conditions beyond Seller's control. The
completion clate is not o� the essence,
and non -thermally broken sunrooms with insulated glass NOT designed MAINTAIN temperature,but rather
heatingassist with or coolingperformance.
PERMIT LOCATION Source of Sale
Contract Price $ t "_ THE DOWN PAYMENT SHALL BE A
NONREFUNDABLE DEPOSIT ONCE THE THREE-DAY
Down Payment. $ + CANCELLATION PERIOD HAS EXPIRED.
Due Upon Foundation $ ___
pw.. THIS CONTRACT CONSTITUTES THE ENTIRE
Due Upon Measure UNDERSTANDING OF THE PARTIES,
Balance Due Upon 7 3
Substantial Completion --
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. _ (cusmmer nnwis)
"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 Payment Received --- --
wstomer s,gnaturt:)
�N,
By ra u e of Saes Rsp ase ai u2 Customer S' tvre)
CORPORA(E.,,ICES= 120149hland Road E i Maa. W a OH 44Q55 1 800-230.6301
GREATFAY t3REArDAYIMPROVEM6NTS.COM I PATICENCLOSU%S.COM I STANEKWINQOWScOM �lA'aF� e/22
INSTR#2022237820OR BK10719 PG436 Page 1 of 1
S[H 11/0412022 01:37 PM Rcpt: 2520881 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
ZZ 100-703
Permit No. Parcel ID No 7 l 0
NOTICE OF COMMENCEMENT
state of Florida County of 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. k-1 1 61 &"( f I (, L " U ' � /(I I '�'A A 5
StreetAddress: % 9 19 L) I- E C-
Z General Description of Improvement
31 Owner Information or Losses Information If the Losses contracted for the improvement
,,
10 a- '. �- C, , t) C, t"' '- C n
Address city state
Interest in Property.
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address City state
4, Contractor. Patio Enclosures
Name
8813 Venture Cove Tampa FL
Address City State
Contractor's Telephone No.:
5. Surety:
Amount of Bond:
Address
Lender's Telephone No.:
City state
Telephone No.:
0
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided
Section 713.13(1)(s)(7), Florida Statutes.
Address City
Rpm
Telephone Number of Designated Person:
X "C
B. In addition to himself, the owner designates of
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to receive a copy of the Uenors Notice as provided In Section 713.13 1 Xb), Florida Statutes.
A
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Telephone Number of Person or Entity Designated by Owner.
14-
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9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
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contractor, but will be one year from the date of recording unless a different data is specified):
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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, SECTICN713.13, FLORIDA STATUTES, AND CAN
Eli. Ct LLJ Z _j
W 0 := — <
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
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LL X
cc
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
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Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
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of my knowledge and belief.
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STATE OF FLORIDA
COUNTY OF PASCO
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Sign tore of Owner or Lessee, of Owners of L�ed
Officer/Director/Partner/Manager
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Signatory's TitiolOffice
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The foregoing Instrument was admowledgad before me this -1 day of OC+ .20by oar dirn nim, A+?Y-)
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as vkj (type of authority e.g., officer, trustee, attorney In fact) for
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(name of P a of whom xecuted).
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Personally Known El PE Produced Identlicallon E�/ Notary Signature
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Type of Identification Produced Name (Print)
Florida 5
RHEA
State of F
KAYLA RHEA
'&<----Nota, Public -State Of Florida
ota y HH 2 239
Commission# HH 202395
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SHEET
SHEET TITLE
01
GENERAL NOTES
02
STRUCTURE PLANS
03
SUPPLEMENTAL DETAILS
04
SUPPLEMENTAL DETAILS
3
A. DESIGN CRITERIA
1A REFERENCED STANDARDS
1.1 THE FLORIDA BUILDING CODE, 7TH EDITION (2020)
1.2 ASCE -16
1,3 ASTM SPECIFICATIONS FOR CONCRETE AND MASONRY -LATEST EDITION.
1.4 ACE 318-LATEST EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
I.5 ACI 520-LATEST EDITION BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES,
16 A,AADM1-2015
1.7 AA AS ° 35-00
I.8 NATIONAL DESIGN SPECIFICATIONS FOR CONSTRUCTION DESIGN CODES AND GUIDELINES.
20 DESIGN LOADS
2.1 DESIGN WIND SPEED PER F,B.C, CH, 16 LATEST EDITION:
VuLr = 135 M.P,H
Vnso = 104 M, P,H
2.2 RISK CATEGORY = 1
2.3 EXPOSURE CATEGORY = B
2.4 ALUMINUM LOADING:
2,4 'LOADS = MEMBERS S L' t' ;GH'F
24 _ LIVE _O.ADS = 300 LES VERTICAL LOAD ON PRIMARY MEMBERS
= 200 LRB VERT ICAL LOAD ON PURLiNS
2A4 3 WIND LOADS - PER F.B.C. TABLE 2002.4 tMWFRS)
FOR UP TO 20x204.013" MESH SCREEN:
HORIZONTAL PRESSURE ON WINDWARD SURFACE = 25PSF
HORIZONTAL PRESSURE ON LEE11VARD SURFACES = 21 PSF
VERTICAL PRESSURE ON SCREEN SURFACE =07PSF
VERTICA" PRESSURE ON SOLID SURFACES =22PS-
2.4.3.1 FOR 1&140,013" MESH SCREEN, APPLIED FACTOR = 0,88
2A412 FACTOR APPLIED FOR ALLOWABLE TOWABLE STRESS DESIGN PRESSURES = 0.6
2AA RAILING LOADS PER F.B.0 SECTION 1607,8
21 4.1 LINEAR LOAD ON HANDRAILS AND GUARDRAILS = 50 PLF
4,2 CONC. LOAD ON HANDRAILS AND GUARDRAILS = 270 LB
24 4.3 CONC, LOAD ON INT ERMIEDIATE RAILS = 50 LB
RESPONSIBILITIES
1,0 A LICENSED CONTRACTOR SHALL PERFORM ALL SITE WORK IN ACCORDANCE WIT THE APPLICABLE
BUILDING CODE LOCAL ORDINANCES. EC ..
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS AND DIMENSIONS
PRIOR TO COMMENCEMENT OF DEMOLIT ION,, CONSTRUCTION AND/OR FABRICATION THE
CONTRACTOR SHALL VERIFY THAT THE HOST ST RUCTUREIFOUNDATIO N IS IN GOOD • CONDITION WITH
THE SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE. THE ENGINEER OF- RECORD IS TO
BE CON`ACTIED 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 FORA/RICH 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 ANDIOR 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
TO SUBMIT „HOP DRA'VVINGS TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
PLANS PREPARED FOR: Hartshorn Custom Contracting
MATERIALS
1.0 CONCRETEIFOUNDATION
1.1 SOIL
t1.1 ASSUMED SOIL BEARING PRESSURE = 2.000 PSF
1.1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE SUBSURFACE FOR TERMITES IN
ACCORDANCE WIT F B.C, REQUIREMENTS FOR SUNROOMS. NOT REQUIRED FOR EXTERIOR
SCREEN ENCLOSURES
IA3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE APPLICABLE,
1.2 CONCRETE
1.2. 1 ALL CONCRETE SHALL BE 3,000 PSI MINIMUM
122 CONCRETE SHALL CONFORM TO ASTM C94 FOR:
1.2.2.1 POST LAND CEMENT: TYPE 1 -ASTM C150
12.2.2 314" AGGREGATE MAXIMUM - ASTM C33
1.2.2.3 AIR ENTRAINMENT. +/- I% -AST C260
1.2.2.4 WATER REDUCING AGENT - ASTM C494
1.22.5 CLEAN POTABLE WATER
1.2.2.E OTHER ADMIXTURE SHALL NOT BE PERK*.i1�'ED.
1.2.3 ALL SLABS ON GRADE SHALL BE 4" THICK MINIMUM
1.3 REINFORCEMENT
1.3.1 FIBERMESH (314" PER CUBIC YARD) MAY BE USED IN LIEU OF WELDED WIRE MESH IF
APPROPRIATE ACI :AND ASTM REQUIREMENTS ARE MET,
1.3.2 METAL WELDED WIRE MESH (W M) SHALL CONFORM TO ASTM A185,
1.3.3 PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI MANUAL STANDARD PRACTICE
PARTS 1, 2 £ 3 ALONG WITH HOT WEATHER STANDARD PRACTICES RECOMMENDATIONS.
1.3.4 IF UTILIZING AN EXISTING SLAB i FOOTING, CONCRETE SLAB SNAIL BE A MINIMUM OF 4" THICK:
AND VISIBLY FREE OF DETERIORATION. SPALLING OR EXCESSIVE CRACKING. CONTRACTOR
TO VERIFY THAT . EXISTNO FOOTING IS A MINIMUM F ,i tVIDE AND 8" DEEP BELOW EXISTING
SLAB F NOT, SEE FOOTING DETAILS FOR FOOTING DESIGN MINIMUM REQUIREMENT S.
2.0 ALUMINUM
2.1 ALL STRUCTURES SHALL BE 6005 T5 ALLOY MINIMUM (U.N.0)
2,2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM
STRUCTURES - ALLOWABLE STRESS DESIGN" OR `PART 1-B - 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.
24 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM MEMBERS SHALL NOT BE LESS THAN 0.040
2.5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH 4'2 SMS SPACED AT 5' ON-CEN _R FROM THE
END AND 24" ON -CENT . ER .THROUGHOUT THE REMAINDER,
2,6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM STRUCTURAL WALL PANELS (KICK PLATES;
SHALL BE 0,024",
2,7 18x14x0.013' 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 CONTRACTOR,
2.10FOR PICTURE SP:INDO`^.' MODIFICATIONS TO EXISTING SCREEN ENCLOSURES, THE CONTRACTOR
SHALL VERIFY THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY SOUND CONDITION AND
MEETS THE REQUIREMENT 3 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 R4561.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
IN ITS ENTIRETY.
2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS (COMPOSITE OR PAN;; SHALL BE SELECTED/DESIGNED
FOR THE WIND PRESSURE STATED WITHIN THE WINO} LOADS SECTIONS OF THE GENERAL NOTES.
THE SELECTION OF THESE ROOF SECTIONS WAS EASED ON THE SPAN TABLES PUBLISHED AND
CERTIFIED BY INDEPENDENT FLORIDA LICENSED ENGINEERS'WITH THE UP-TO-DATE N.O,A.
10 FASTENERS
311 ALL FASTENERS SHALL COMPLY WITH ASTM A153.
3.2 ALL CONCRETE SCREWS SHALL BE T.APCON, 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 WIT H PRESSURE TREATED'WOOD,
3.5 THE MINIMUM CENTER TO CENTER SPACING FOR SMS SHALL BE 314" AND THE MINIMUM CENTER TO
EDGE SPACING SHALL BE 1/2" UNLESS OTHERWISE NOTED.
3.6 FOR 1x2 MEMBERS TO MASONRY/CONCRETE, USE GALVANIZED 114"x2-314" TAPCONS OR SIMILAR AT
24" 0-C. (TYP.)
3.7 FOR 1x2 MEMBERS TO WOOD FRAME, USE #14x2-3,4" WOOD SCREWS AT 24" O.C. (TYP.)
3.8 FOR 1x2 MEMBERS TO ALUMINUM, USE;#10x1-1/2" SMS OR TE{ SCREWS AT 24" O.C. (TYP,
3.9 FOR 1x2 MEMBERS INSTALLED THROUGHOUT AN "OPEN VIE''N' OR "PICTURE WINDOVT ASSEMBLY TO
CONCRETE OR .ALUMINUM. FASTENER SPACING SHALL BE REDUCED TO 12" QC. MAX.
ALUMINUM EXTRUSION DIMENSIONS (RAILING'
SNAP SECTIONS
'---�_
2x2
2"x2"x0.045"
2x3
2"x3"x0,050"
2x4
2"x4"x0.045"
SNAP PLATE-
HR-2 1.795x0.050
CHANNELS:
1.5"x2.125"xt5'x0,045"
2"x3.125"x2"x0.045"
RICKETTS.
1" TUBULARIHOLLOVVx0.050`
TOP CAPS:
HR-1 2.5x1.6250.050
HR-14 1.964x 1.482x0.050
BOTTOM CHANNEL:
1"x1,5'x0.050`
POST CHANNEL:
2"x2"x0 Oa3"
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
2x2
2'x2"x0,050"
2 x 3
2"x3"x0.050"
2x4
2"x4"x0.050"
2 x 5
2 x5"x0050",
OPEN -BACK SECTIONS
1x2
"x21'xv.044'
1x3
1"x3"x6.045"
SNAP SECTIONS
2x2
2"x2"x0.045"
2 x 3
2"x3"x0,050"
2x4
2"x4"x0,060"
SELF -MATING SECTIONS ISMS)
2 x 4
2" x 4" x 0.044" x 0, 100"
2x5
21'x5"x0.050"x0.118"
2x6
2"x6"x0,050"x0.120"
2x6H
2`x6"x0.072"x0.224"
2 x 7
2`X7"x0.057"x0.120"
2 x ?H
2" x 7" x 0.072" x 0.224"
2 x 8
2"x8"x0.072'x0,224"
2 x 8H
2` x 8" x 0.082" x 0.306"
2 x 9
2" x 9" xC.072" x 0224"
2 x 9H
x 9" xG 082" x 0.306"
2 x 10
2` x 10" x 0.092" x 0, 374"
ALL WORK St"$`"~1LL M01t` WITH REIVA"O ; G
C'ODES FLORIDA BUILDING CODE,
V4a Ir I E"LECTRIC CODE,
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3-12" SLAB MIN.
W!, 6x6-WlAXW1.4 VVWR
{OR FIBERIVIESH)
ATOP PROPERLY
COMPACTED FILL FREE
OF ORGANIC MATTER,
[MIN. V8" PER I'SLOPE]
� '' FOOTING
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--------------------------------
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CONCRETE PLAN
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TITLE, 41
140. 786561P PLAV
iT IS -, H� '--I" DmnN
t!NTI'-'SE'PLANS AbID 4—CIM,11MNS
N A0.',Ncl 11"T, IWIN"Ic �D� r�' �017 �0?`I'THE Ell�ETE
r}S"NLY,
STATE OF
LEGEND 10
INDICATED CABLE BRACING, SEE
DETAILS 1103 AND 4/03
L:C� E'8653 FL
PLAN VIEW Lc CA3, 1642 FL
SCALE = 118" = 1' - 0" 02
NOTE: CONNECTION CABLE MUST
........�MEMBER,
_....._
BE WITHIN , .IN 6" OF CORNER OR
t8?#14x3/4" PRIMARY Fd�M"-BER.
SMS TOTAL
1"X 2" X "/8" ANGLE
(41 #12 X 3/4" SIMS
® 1� (TYP TOP AND SIDE)
� o � 3 - O ADJUSTABLE E= A 1/8 DI,h S'"AINI ESS
s BOLT FOR CABLE �tiS€O?i STEED CABLE
a L3/5''- DEC' STAINLESS
Fj'1/9" 0 STAINLESS STEEL EyE B.C.LT"
6 STEEL CABLE
PERIMETER SIDE VIEW
FRAMING 1" 0 (MIN) WASHER
Y -X 1,18' EXTRUDED ANGLE m. BENEATH NUT
SIDE VIEW ON 5' ANGL E OPTION #`•
CABLE CORNER CONNECTION DETAIL TOP VIEW OPT ION' 2
(}3 SCALE = N.T.S.
DOUBLE COMPRESSION A: 36 STEEL
SLEEVES ff IF MAY BY PLACED ON
O� f TOP CF DECit vd! Q) 3/8"x
2500 PSI �: ONC RETE WITH f 3" SLEEVE ANCHOR
WELDED WIFE OR - -- - -- - APPROVED �IBERMESH 4 • + '
a
OPTION #1 45'
,1- 5'
1181, STA
STEEL
1 B.. =IN, ESS
STEEL'
n�N J CA B_LE
1-1/4" X 7-1/41x 1/8"
ALUMINUM FLAT BAR VVU
2) 318 "G X CONCRETE
SCREWS (MIN 3-3/ '
cMBEC:h,"E:Ti
318' DIAMETER BY 4" —Z
MIN. EMBEDMENT
CONCRETESCREW 4" SLAB (MIN.) 3000 PSI
(TAPCON OR EQUAL) CONCRETE Wi W.W.-Mi, OR
OPTION #3 FIBERMESH (TYP.)
CABLE TO FOUNDATION CONNECTION
118" CORNER GUSSET ANGLE
BRACKET 111Jl 1" BREAK
0 0
5115 EYE 801
LOCK NUT 8
WASHE,. EA. SERE
(9) #1:4 X 314 SMS
34.
CPTI N #3
TOP OF
112" CONCRETE
min 2500 PSI CONCRETE
J ELDED WIRE OR
EIBERMESH
d \ a
R,
a
a
OPTION #2
2" x PURLINS SEE ELAN
#14X 314" SMS,
FOR SIZE)ATTA C HE TO
Q Y PER .. BLE
BEAM W:/ M€N (4) #16 x 1 -112SMS
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NOTE
3 1 `6005-T5 GUSSET FABRICATED SUCH THAT IT
FITS INSIDE SMS ✓ ITH NO SIGNIFICANT SLIP
TOLERANCE, INSTALL FAST ENERS LOCAT ED
ALONG THE TOP AND BOTTOM EDGE OF THE SEAM
SO THAT NO LESS THAN A 1-11/8 SEPARATION
OCCURS BETWEEN . FASTENERS OR 1-114' IN THE
FIELD. MAINTAIN NO LESS T HA.Nd /2" FROM EDGE
OF GUSSET FASTENERS MAY BE STAGGERED TO
ALLOW ROOM FOR THE PROPER QUANTITY SEE
ADJ. FASTENER TABLE FOR PROPER QUANTITY.
iNTERNA' PURLIN A, TACHMEN; SCREWS MAY BE '..
COUNTED AS GUSSET CONNECTION SCREWS.
CONTRACTOR MAY USE SAME PATTERN FOR
A -FRAMED CONFIGURATIONS.
GUSSET CONNECTION DETAIL
If p3 SCALE = w T. S.
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14/28156
811L/22
2X9SMB
14/281.56!
2X9H SMB
14/28,66
17_771_7�15W/68.
EDGE MEMBER
CR PURLIN
#1OX+" SMS INTO SC P,V
SSES FOR EDGE MEMBERS
OPTION #1 OPTION #_
—
(4,410 x 1 1/2" SMS — RECEIVING CHANNEL
INTO SCREW OR ANGLE EA. SIDE (typ)
BOSSES (.0625" THICKNESS)
_ 0
6.0525"6063-T6 FLAT PLATE
111241OX3.4
US
DIAGONAL W/ SIVIS
7
MEMBER MIN 1/2' EDGE DIS ANCE;s
>uj
2' X2 OR 2"X3`
.3-S
777'
g�fuj
PURLIN OR GIRT
(typ1 E.A. LEG)
w
(TOTAL 8 SCREWS EA.
EDGE MEMBER
CONNECTION`
OR PURLIN
di
BEAM/UPRIGHT TO GIRTIPURLIN CONNECTION %3\ ROOF BRACING CONNECTION
,CALE = N.T.S. 03 j SCALE = N.T.S.
2" x 2 SNAP AVE RAIL SE IO N
tUNLESS OTHERWISE SO N
ON S c AT :ACHED TO BtaU WI
(2� SMS IN 0 SCR -
BCSS
'X2"SNAP
(12) 7#14X 3/4" SCREWS.
SEE TABLE FOR ALT,
FASTENING SCHEDULE
5 COLUMN TO BEAM CONNECTION
03 j SCALE = N.T.S.
NOTCH SMB TO
r CEIVE
u PRIG�T-1
i
i
i
i
4' WIN) UPRIGHT
NOTE: A RECEIVING INN CHANNEL (1 16" THICKNESS} Wi 1 H (4)
#10 X 314• SMS AT EACH CONNECTION MAY BE USED IN
PLACE OF . HE #10 X - SCREW BOSS CONNECTION.
1-1/2" X 0,0625"PLATE 1<"") #12X1 SCREWS'" ,OP OR BOTTOM} a,.- _�� i `SPACING
PURLIN
X2 ,FACIT EF C101 UAAN
WITH / i#- 0X .2'SMS
!N; O SCR ,v BOSS�S FOR
SMB OR SNAP COLUMN
COLUMN
X 2" EDGE BEAM
SCREW BOSSES CONNECTING
EDGE BEAM T 0 PURLIN
1" X 2" SNAP
6 SLOPED PURLIN TO COLUMN CONNECTION
03 SCALE = N.T.S.
COLUMN VARIES. RIES SEE
SECONDARY ANGLE MIN 1/8" SHEET 02 FOR SIZING SECONDARY ANGLE MIN lib"
THICK WI . (4� Ox3/4" SMS '' t u �v�,-1 '4) #`Ox3/4 SMS
INTO COLUMN EACH SIDE (TYP.) INTO COLUMN EACH SIDE :TYP.)
[NOT REG FOR 2x3 UPRIGHT] (NOT REG. FOR 2x3 UPRIGHT
2'x2'x1'8' A GLE'WITH (2)
9,10x34' SMS EACH SIDE (TYP.i `
r
PAVERS
,_.._.. .- Column�
1 x2" OPE'v A K BASE PLATE
(TYP. EACH SI Ei ATTACHED i 0
UPRIGHT `MTH SMS TNROUG:�? -
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UPRIGHT INTO SCREW BOSS 2x3 0 O`
AND ANCHORED TO FOOTING 2x4
WITH MIN, 114' CONCRETE 2x5 1
g SCREW (TAP :ON X,. OR EQUAL\. 2x6 1
WI F MINIMUM 2-1/4' EMBED 2x7
CON c`E SCR\. JTO BE 2x8 2
INSTALLED E a 24" G.C. MAX 2x9 2
2x'0 2 41
SPAx.ING PER r., FTP SPACING PER
SUBSTRATE 318 ONCR C ANCHOR SUBSTRATE
TABL i iYF) TAB (TYP.,
T r CPd X OR EQUAL) AT
8 MIN COVER E"Y'Pi EACH ANGLE EACH SIDE V.1TH S" MIN COVER (TYP}
MIN 2-VA" EMBEDMENT INTO NOTE - IF PAVERS ARE PRESENT,
FOOTING (TYP.). FOR WOOD. CONCRETE ANCHORS SHALL
USE 3/8' LAG BOLT IN LIEU OF PENETRATE INTO CONCRETE
i TAPCON WITH MIN 2-3,14" EMBED. 2-114" (TYP.)
- E
COLUMN TO FOUNDATION CONNECTION
03 SCALE =NITS.
COLUMN VARIES. SEE
SHEET 02 FOR R SIZING
2x2'x':18 ANGLE `ACTH t
#10x314' SMS EACH SIDE (1 YP,;
".x2 OPEN -BACK BASE PLATE JYP. EACH
SIL ; ATTACHED TO UPR€GHT'AATH SMS
THROUGH UPRIGHT INTO SCREW BOSS AND
N RE D TO FOOT 1 N G 7 T H MIN 114"
CONCRE E SCREW (TAPOON XI OREQUAL)
WITH MINIMUM 2-1.4" EMBED. CONCRETE
SCREW TO BE INSTALLED `24' O.C. MAX
I HCC JOB #. 22100703 1
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M N 2-1/4' EMBEDMENT IN-- 0 FOOTING # t I I I 101001
(. P . FOR WOOD. USE 3 R- LAG BOLT IN �� &T-- dd
LIEU OF TAPCON'NITH MIN 2-3 ..r4" EMBED. �N,% i7
NTAL' bETAIS
T O I`!f{ W F t f Po_ h ft Lap.:lcs'h?
_ LTl.DE;rnENT tca 7HE E q-i;v .,;4 oae is
.ness:
YS ONLY,
d " ATE OF
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1
LIC, PE 7.51 FL
LIC, CA 31642 FL
a
1" X 5" OR 7"X6" WIDTH EXTRUDED
GUTTER BRACKET(THICKNESS OF LEG
(6)- #1, 4 X
@ LAG SCREW SHALL BE 0.125" MIN.
OPTIONAL: I"X2'*OPr-N
ATTACHING ANGLE TO BEAM
LONG LEG SHALL BE 0.072" MIN) (41 114" 0 X 2" EMBEDMENT WOOD
--I
BACK ATTACHEDTOHOST EACH SIDE IT' MIN. SPACING)
@ EACH BEAM W! (4)#14X314" SMS v- TSCREWS @ BRACKET & ( SCREW
Wl (1) 114`0 CONCR ETE
co
SPA, INTO GluTTER LIP 12- O.C, MAX
SCREW OR LAGAfITFEN 6"
GUTTER BRACKET REQUIRED
EX T N ' '0�'_
EXISTING HOST IRUCTURE
OF BEAM & @ 24' O.C_ MAX
AT PURUN AT TACHMENT
(1) 318" LAG SCREWS @ EA. GUTTER
z
BETWEEN BEAMS
NT 0 CUTTER LIP
-RACKET & (1) •_& 12" O.C. MAX- MIN
0
z
EMBEDMENT SHALL BE 2'
>
(OPTION #11 ?-V'x 2" SNAP
O.
LU
BEAMYRURLIN _R
SECTION NO SCREWS REQUIRED
w
LU
;SLOPED 0
FLAT)
112"(7-P -OR &
BOTT Q_M)
0
�_
Rl IN,
2" X 2" X 1,B' 5" SNAP SUPER
SU ' P
1/4" CONCRETE SCRE,Ar-, 0
1
E S'
H D
ANGLE EACH SIDE R
G U T T E R
_U _TB
C
W1 1-1/2" EMBEDMENT INTO 0
W/(4� #14 X 3/4'FOR X' 'SNAP
CONC,/MASONRY
4' 2 34
BEAM 1,4) #12X3/4" (FASTENING NOT REQUIRED!
E E
(IASTENI NOT R 0""'
0-1!2" MIN. SPACING)
, F P., R
R IN
FOR PURI IN
OR
I X X, SIDE 3 E'
I" X 2" X I 16" (2) #14 X 3/4" SMS (typ) EA. SIDE
X 2" LAG SCREAS
INTO WOOD (I" MIN SPACINGt BEAM CITY
SLOPED OR FLAT
(OPTION z*) 2;'x 2" x Al 25" X
THE HOST STRUCTURE SHALL
IV, #, X
RE E NO _IN, G�� ER
RECEIVING (4) #14 X 3M"SMS INTO GLITTER
CHANNEL
IOTY PER TABLE!
ROOF BEAM 'SEE
ALUMINUM ANGLE wl (4)
HAVE AT LEAST A 2X4"
EXCESS BEAM L
2x4 i
PLAN FOR SIZE)
#12 x 314" SMS INT 0 PURLIN
FASCIA AND ROOF TRUSS
c
c�
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I -
MAY BE TRINIMED (2) X 2" SCREW FASTENING ANGLE
NOTES,
2"X2"X 0, 12' ;'ANGLF-
ONE SIDE & (41 12XI-1/2"
SIS i M. CONTRACTOR SHALL
VERIFY THIS AND IF
-, E
m o
TO I;' X 2" SNAP (typ EACH SIDE)
2x5 2
1, THE MINIMUM EDGE
EA. SIDE OF BEAM
INTO GUTTER OR (OPTION
SMALLER- CONTRACTOR
DISTANCE IS 3" FOR MASONRY 2
2x6
EXISTING HOST STRUCTURE
#31(2) # 10 X 3" SMS THRU
VxZ'QB� INTO THE PURLINip
SHALL BRING STRUCTURE UP
z z
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NOTES:
STRUCTURES,
SCREW BOSS.
TO � 2"X4" PASCIA AND
I FASCIA SHALL BE SECURED TO RAFTER TAIL WIT H 1) -1/4' 0 X 4" LAG SCREW
2Y7 3
(CONCRETE, GROUT FILLED
CMG OR WOODt
ENSURE LESS THAN A 2'-G"
PRIOR TO GETTER INSTALLATION,
2. A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2".
2x8 3
OVERHANG.
z
2x9 3
NOTES:
2xI 0 4
FASCIA SHALL BE SECUREDORAFTER
TAIL AIF X 4" LAG SCREW 1-114"0
w
PRIOR TO GUTTER INSTALLATION,
w 0
- m 3�
1 A'"` GUTT ER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2"
0 W
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BEAM TO CUTTER & BRACKET CONNECTION DETAIL
/-2"\ BEAM TO HOST CONNECTION DETAIL
3 GUTTER BRACKET & PURLIN ATTACHMENT DETAIL
0
\,04,/
SCALE = NTIS,
04 SCALE NT,&
\, �4 SCALE NT,S,
W
ug LLj
CONCRETE ANCHORS FOR ALUMINUM
rn
"
6x6 Wl 4x\N!4
ST RUCTURES FRAMING SHALL PENETRATE , '
ol
,
THRU PAVERS INTO FOOTING 2-3/4'; MINIMUM '
4OR
�
JYP.1 SEE DETAIL 6/03 FOR MORE INFORMATION. FIBEm _H
ALLOWED
25" LAP MK
HCC JOB 22100703
4" MIN SLAB
#5 LAP SPLICE
#5 STD. 90'
NOOK
Cf
3000 PSI 8x8 MONOLITHIC
+
w
LID
0 m
FOOTING WITH (1) #5 BARS
Lli m
U- !::
CONTINUOUS (WITH 3" CHAIR
cl)
c
iTT,P.) MAINTAIN 3" MINIMUM
0
o
0
COVER OVER STEEL (TYP.)
LL
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(i)
8"x8" MONO FOOTING
REBAR BEND/SPLICE DETAIL
(1)
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%, 04 SCALE N.T.S.
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