HomeMy WebLinkAbout22-4669City of s:
Phone:5335 Eighth Street
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Issue Date: 09/09/2022
additionREINSPECTION 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 of permit,be •
may be found #lic records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or •
,omplete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codesand Ordinances.00CUPANCY
NO OCCUPANCY BEFORE C.O.
A Ila
CONTRACTORSIGNATURE PE r IT OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
813-780-0020 City Of Zephyrhjlis Permit Appfication Fax-813-780-0021
Building Department
Date Received "i'" °"j � ' 5
Phone Contest for Permitting
1s11 1t _
)II_
I e, Q)Owners Name i KOwner Phone Number "�,5
Owner's Address 7%cJ j d� rOwner Phone Number
Fee Simple Titleholder Name Owner Phone Number F—
Fee Simple Titleholder Address ( J
JOB ADDRESS � A� l lc� r� � LOT#
SUBDIVISION E=PARCEL
(08TAINFI) FROM PROPERTY TAIL NOTICE)
WORK PROPOSED µ NEW CONSTR 8 ADDJALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK ��¢�� Id'
BUILDING SIZE �� SO FOOTAGE= HEIGHT � 6
iLDING j VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESSENERGY W,R.Erq.
PLUMBING $ s?y
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER I,
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER tsMANY
SIGNATURE _ REGISTERED Y (i SEE GURReN l Y i N T
Address License # p �.-G • i f ��
ELECTRICIAN COMPANY 4t— —
SIGNATURE REGISTERED Y / �l �IE.REN �
Address License # E==
PLUMBER COMPANY _ �FEEMI�R..����
SIGNATURE REGISTERED Y t N
Address License #��
MECHANICAL-� COMPANY
SIGNATURE REGISTERED Y J N FEE GURRER Y f N Address License # ��� "`"j j
OTHER COMPANY
Y ESIGNATURE REGISTERED N
Address License # C
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormerater Plans wf Silt Fence installed,
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 Form& R-O-W Permit for new construction.
Minimum ten (10) working days after submittal data, Required onsite, Construction Plans, Stormwater Plans wf Silt Fence Installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
***"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (ArC upgrades over $7600)
AQ—t (f r th. Dona ac r} P— f Anumuy (for the owner) MUM be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades AfC Fences (PlotlSurvey/Footage)
•
813-78o-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEEDRESTRICTIONS: The undersigned understands that this permit may be subject to "dead' restrictions° which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations, if the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state taw. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the 'contractor Block' of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate ofoccupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter €13, Florida Statutes, as amended): if valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction mien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that i have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'$/OWNEWS AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, t also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that It is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineer's -Seawalls, hocks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understandthat the following restrictions apply to theuse. offill:.
- Use of fell is not allowed in Flood Zone °V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wails, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shalt issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit Issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job Is considered
abandoned.
OWNER OR AGENT CONTRACTOR —
Subscribed
before ♦ ar ii off ..tripre,
Who —irlare personally known to me or hasthave produced—R
as identification. I asilitentification.
Notary Public f e"111,f'`AA, (ICK- Notary Public
Ganmrnlssion No.
Name of Nota y typed, P nted or stamped1 Infid o+hk p n qr S am�
s, atalnlssktn G 276457
w= Expires December 12, 2022
Bonded Thin Troy Fain Insurance500.385.70t0
INSTR#2022185550 OR BK10676PG 3069 page 1 of 1
08/2212022 12:53 PM Ropt: 249460'1 Rep: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
NOTICE OF COMMENCEMENT
THE UNDERSIGNED hereby gives notice that Improvement win be made to net I dy, and In a With Chapter 71 &3, !�rldfa the following information Is provided In this Notice of Common ont Z I
Street Address:
21 General Description of lrrtprovorrmna�
3. Owner Information or Lease Information If the Lessee contracted for the Improvement:
if 5,W
Address -State
Interact ifi-Prop
Name of Fee Simple Titleholder.
(if different from Owner listed above)
4. G tor,
Name lc(. 533VO
Address cuti Birds,
Contractors, Telephone No.: 2
5, Sow. 0 ra E
0
Name (D
'00 E
Address cp 0�i Q)
Ofty State C: 0
Am oi of Bond: S Telephone Ni 0 0
0
76
6. Lender, Nama 0- :E 4) C
0
0) P Cr
cJ
Address City to to8
Leaders Telephone No.:
0
7. Persons-withlin Ina State of Irldrilda-4sittinsted by the owner upon whom notices or other documents may be served as provided by
Section 7113A3(1)(s)(7), Florida Statutes:
C_ 0
O(U
M
'Ro—me: 0 — -0 2
Q 0 cc
0 0
Address CRY stateas 4
= C
Telephone Number of Designated Person:
2
8. In addition to himself, the owner design ofZ CL
to me" a ropy of the UwWs Notice as provided in on 713,13(1)(b), Florida Statutes,
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencemord (the s*nstion date may not be before the corn on Of net payment to the
contractor, but will be am year from the date of recording union a different date is specified): 01
0
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT j 4 Vu ',q
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13 FLOPJDA STATUTES, AND CAN
gil I - - - - -
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NO H OF COMMENCEMENT MUST BE
A
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY WORE COMMENCING WORK OR RECORDING YOUIR NOTICE OF COMMENCEMENT,
Under penalty of perjury, I declare that I have read the foregoing notice of totem end and that the facts stated theraln are true to the best
ofmy knowledge and belief.
---STATE-OF FLO)i
COUNTY OF PASCO
of or Lessee, or Ownses or Learsarrs Authorized
OfficerfOlneclaWfulnedlVanger
Signatory Tilitle"ce
The foregoing Instrument was acknowledged before me this 25* af4UL�, -oZ& by
-a _iY -�Ityce of authority, e.g., officer, trustee, attorney In fact) for
(name of party on behalf of whom Instrument was executed),
Personally Known 0 QR Produced Id son Notary Signsture
Typo of Identification Producod_&__� l.. Name (Pft)
W_
wpdats/bcoino0c000mmanownonk_ooO53M
RECORD SURVEY (FINAL) SEC. 05 TWPl S, RNG. 21 E.
LOT 6, BLOCK 6 13EARING BASIS-
SILVERADO RANCH SUBDIVISION PHASES 6, 8 9A
EAST BOUNDARY OF SUBJECT PLAT BEING N 02'35'32" E
PASCO COUNTY, FLORIDA.
N THIS SURVEY IS SUBJECT TO ANY FACTS THAT
MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH, ALSO SUBJECT TO SETBACKS,
PREPARED FOR & CEKnFIED TO' EASEMENTS AND RESTRICTIONS OF RECORD,
NORTH AMERICAN TITLE CO. b UNDERGROUND FOOTER, STEM WALL, AND
NORTH AMERICAN TITLE INSURANCE CO. in UNDERGROUND UTILITIES ARE NOT LOCATED OR
EAGLE HOME MORTGAGE, LLC if SHOWW
WILLIAM MASON NELSON DO NOT SCALE THIS PRINT. DIMENSIONS AND
MARIEL ALICE NELSON 9 NOTES TAKE PREFERENCE.
CERTAIN DATA SHOWN HEREON BASED ON
ENGINEERING PLANS PROVIDED BY CLIENT.
PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
PC(P) = 10' UTILITY EASEMENT
LOT 5
BLOCK 6
FIR 1/2
�p ow V 97013 S 87'24'28" E -(P&M)
IV 110.00
MR 1/2
......... ..........s 93
56.0
.16
_J
g
eta ti 2' MAPLE
ONE STORY
C>
MSONRY
-17" CONC. RESIDENCE
w CON COL ?7, t
Q #6630
S/w r TRACT A
2- OAK Iza_9, COV, LOTS
DRAINAGE AREA
> 0z 021+-o CONC. BLOCK 6
I '+
S_
w 4-z
0
FIR 1/2FIR 1 2
' N 8724'28" Wit 110='(P&M)
LOT 7
BLOCK 6
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 115,01'
DESCRIPTION: GARAGE AREA: 114.52'
ELEVATIONS REFERENCED TO
LOT 6, BLOCK 6, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION PHASES NORTH AMERICAN VERTICAL
6, 8 & 9A", AS RECORDED IN PLAT BOOK 075, PAGES 075 THROUGH 080, OF THE DATUM OF 1988. MEAN SEA
PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00-00 FT.
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/1992
Project Number: XYXX.YX Square Feet; 6050L00* LENNAR HOMES
(C)- CALCULATED DATA, (D)= DEED DATA, (M)- MEASURED DATA, (P)= PLAT DATA, (L- CENTERLINE, A/C- AIR CONDITIONER, ALF- ALUMINUM FENCE, B/C= BACK
OF CURB, BFE= BASE FLOOD ELEVATION, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC.= CONCRETE, COV.= COVERED,
E/P= EDGE OF PAVEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FiP- FOUND IRON PIPE, FIR- FOUND IRON ROD, FN&D- FOUND NAIL & DISK,
FPIP= FOUND PINCHED IRON PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, NCF= NO CORNER FOUND OR SET, OR= OFFICIAL RECORD BOOK, PB= PLAT
BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W-- RIGHT OF WAY, R= RADIUS, SIR= SET 1/2' IRON ROD & CAP No.A493,
SN&D- SET NAIL & DISK No, 4493, TOM= TEMPORARY BENCHMARK, U P= UTILITY POLE, W = WOOD FgNt'C k/1r- VINYL FENCE
rown I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE UNDER MY
JOHN R. BEACH &ASSOCIATES, INC. Sms RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL
SURVEYORS AND MAPPERS Checked t By' STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF 911 WEST ST, PETERSBURG DRIVE JRB PRO ESSIONAL LAND SURVEYORS IN CHAPTER 5,1-17.050, FLORIDA
ONE OLDSMAR, FLORIDA 34677 AD NIS VE CODE, PU�SUANT TO SECTION 472.027 FLORIDA
WAY (813) 854-1276 FAX (813) 855-8370 $Cole; 1"=301 S TE
�'0 0 M H
NOT VALID WITHOUT THE SIGNATURE)Ote
THE ORIGINAL RAISED SEAL OF A FLORIDA JO R, CH DATE
LICENSED SURVEYOR AND MAPPER ORIDA RED. NO SURVEYOR No. 2984 LB 4493
Revisions: FORM BOARD TIE IN 5/7/18 JBS, FOUNDATION TIE IN 5/11/18 JMM
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
1 FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4, ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5, ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KST MIN.) DEFORMED BARS, 93 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM, THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PST.
8, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
opc (PORTLAND CEMENT TYPE I,- ASTM C 150),
AGGREGATES - # 6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1% - ASTM C 260-
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPATTING OR OTHER DETERIORATION.
B.MASONRY:
I -CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0'* IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0,040" FOR SUPPORTING MEMBERS.
2, WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INCWASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH
EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION,,
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED,
7. 1`X2"X0.045` NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
I HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF SX
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=,42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185,
i i. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
ASTM E 119
ASTM E 1 300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A 185
FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20 & 23).
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS-
L TYP-- TYPICAL
2, SIM -- SIMILAR
3. LON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF TILE FBC 77I[EDITION R 4501.17 IN
ITS ENTIRETY.
I DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR,
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
5. SCREENING MATERIAL SHALL BE I8XI4X0.0130R
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
6. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN
EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT
PURPOSES.
SUNROOM CAT. 1 (SCREEN ROOM)
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, Q SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4, WIND LOADS:
SCREEN ROOF:
N/A
SCREEN WALLS (WINDWARD):
32 PST
SCREEN WALLS (LEEWARD):
26 PSF
SOLD ROOF:
27 EST
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ALLIOPORKSH, Li
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ODES
C-7-ME,
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AM
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5. FACTOR Al"IPLIED TO SCREEN WIND LOADS FOR ISX14XO.013
OR EQUIVAT FNT DENSITY SCREEN MESH: 0.88
6, FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7, LIVE LOAD:
300 1h, VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 1b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINTS,
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF,
8. PROPOSED SLAB (MIN 4" DEPTH 36' EDGE DISTANCE AND FOOTING, MIN. 8"X 8"
LINEAL FOOTING) MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE
PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF TYPE: 3`X48"X0.024` ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-RS OR EQUIV.
ALUMINUM STRUCTURAL MEMBERS
INDEX:
S-1
GENERAL
HOLLOW SECTIONS
S-2
DRAWING
2 x 2: --------------------------------------- 2" x 2" x 0.044"
S-3
DETAILS
2 x 3: --------------------------------------- 2" x 3" x 0.050"
S-4
DETAILS
2 x 4: --------------------------------------2" x 4" x 0.050"
2 x 5: --------------------------------------2" x S" x 0.050"
3 x 3: ---------------------------------------3" x 3" x 0.125"
OPEN BACK SECTIONS
I x 2: ---------------------------------------- 1" x 2" x 0,040"
1 x 3: ----------------------------------------1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS: ---------------------------------- 2" x 2" x 0.045"
2x3SMS:
---------------------------------2" x 3" x 0.072"
2 x 4 SMS:---------------------------------
2" x 4" x 0.045"
3 x 3 SMS:---------------------------------
37 x 3" x 0.090"
dowdefMIRDIUM
2x4SMB: ----------------------
2" x 4" x 0.044" x 0.100"
2x5SMB: ----------------------
2" x S" x 0.050" x 0.118"
2x6SMB: ----------------------
2" x 6" x 0.050" x 0,120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2x8SMB: ----------------------
2" x 8" x 0.072" x 0,224"
2x9SMB: ----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB: -------------------
2" x 10" x 0.092" x 0.374"
TUBE SECTIONS
2 x 2: ---------- ----------------------------- 2" x 2" x 0.090'
REVIEW
CITY OF
PLATNE)
ENGINEER OF RECORD:
AUG 1)
V. Smith P.E.
ftVA WLICENSE: 53608
as L. Hanson P.
-AibA
LICENSE: 38654
lan" Foster P.E.
LICENSE: 93654
Joel Falardeau P.E.
LORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
Services, Inc.
5344 9th Street
Zephyrhills, FL 33542
Ph# (813)838-0735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcp1ans.com
COA.429054
DATE: 08/10/2022
REVISION: I DATE:
RO 1
RO 2
RO 3
am"
gig I
t---89— 0 11
=3
II I III
Ln I
In Y48 XO.024" '(1) LB FOAM
COIPOSITE PANEL ROOF Ml1 .
—1 0 SLOPE F9 PER 1'
cl
IN I cl 125
III _ —j__2X3F!_EQGE BM I
:z
X
7'— 2 19
(typ)
21 '-6"
27'-0
99
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L3) KICKPLATE
Typ.
-3 6
99
1'-0"
U')
C14
X
X
PE
TER
�39-699G1 CS— 4
DOOR LOCATION MAY BE DETERMINED
IN THE FIELD BY THE CONTRACTOR.
V
7r-----8 0 " 11
2
—8-099
—0
ow
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.
FLORIDA LICENSE: 38654
Ian J. Foster P.E.
FLORIDA LICENSE: 93654
joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th Street
Zephyrhills, FL 33542
Ph# (813)838-0735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcpIans.com
C.O.&-#29054
DATE- 08/10/2022
DRAWN BY: ST
REVISION: DATE:
RO 1
R02
R03
UPRIGHT r`
SECONDARY ANGLE MIN °
(4) #10 X 3/4" SMS 0.125" THICK (NOT �
REQUIRED FOR 2X3
FASTENING SECONDARY'
ANGLE TO COLUMN (Y MEMBER} o
EACH SIDE)
PRIMARY 2" X 2" y
X Q125" ANGLE d
(B) - CONCRETE SCREW
(2) #10 X 3/4" SMS FASTENING
#@ SMS , ( 1" S CREW LEHERSNGTH
RISER PAN ( ANCHOR INTO SECONDARY
8" d.C. (USE SCREW LENGTH (4) #10 SMS W/ I COLUMN TO PRIMARY ANGLE �rr
EQUAL TO COMPOSITE PANEL 3/4" WASHERS ( ANGLE(TYP EACH SIDE) (SEE (TYP EACH SIDE)
THICKNESS PLUS (1) INCH)
PER 12" PANEL TABLE)
OPTION #1 OPTION #2 1" X 2" BASE MEMBER
SEE DETAIL C2 FOR (TYP EACH SIDE)
SMB PATIO RISER PANS (4)#10 x 1 Yz" SMS RECEIVING CHANNEL ANCHOR SPA
/ INTO SCREW OR ANGLE F.A. SIDE (typ} (MIN) (TYP)(SEE TABU) (1) - CONCRETE SCREW (SEE PROF S N I2 SEAL
END BEAM BOSSES (.0625" THICKNESS) d TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
PER PLAN Detail C2 ANGLE AND @ 1/4" 0 CONCRETE
3° MIN SCREW ANCHOR@
(4} #lO X 4" _ ) David W. Smith P.E.
INTO SCREW 24" O,C, BETWEEN COLUMNS FLORIDA LICENSE: 53608
BOSS ( — — — — — — — — = NOTES: (TYP EACH SIDE) g g�
PATIO ; ONTRNUOUS EDGE BEAM 2"X2" OR 2"X3^ (2) #lOx 3/4" SMS 1/4"& 3/8'° 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
UPRIGHT PURLIN OR GIRT (typ) EA. LEG) Concrete Sere ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE: 38654
j OPTIONAL 1" X 2" FASTENED (TOTAL 6 SCREWS R.C. (8) Column Anchor 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING P.E.R PLAN } TO COLUMN WITH 2 #10 X 2" SCREWS ANGLE EA j SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS, ALL SCREW laic J. Faster E"
Detail C3 I 4 (} Size B Min, Spa /
# I SMS INTO SCREW BOSSES , CONNECTION) p LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
I POST I I FLORIDA LICENSE: 93654
(2) - 1/4" 0 MACHINE I AND FASTENED TO EDGE 2x3-1 /4' O O" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
BOLTS WITH 3/4" I I BEAM WITH (1) 410 X 1-1/2" 2x4-1 /4" 1 3" WHEN PAVER DECK IS PRESENT, oel Falardeau P.E.
WASHERS THROUGH i I SMS WITHIN 6" OF COLUMN 2x5-1 /4" 1 3" 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE: 70667
POST AND EDGE BEAM AND @ 12" O.C. MAX 2x6-3/8" 1 4" ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. PURLIN OR GIRT TO BEAM OR POST DETAIL 2x7-3/8" 1 5" BY ENGINEER, Erik Stuart P.E.
SEE DETAIL C3 FOR ALTERNATICE END BEAM CONNECTION TO PATIO UPRIGHT -3 SCALE: NTS 2x8-3/9' 2 3" 4, 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605
2x9-3/8" 2 4' CONNECTIONS AS 2X4 SHOWN IN TABLE,
2x1 O-3/8" 2 d,5" 5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL ! CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC DRAWS & Engineering
_ 3 SCALE: NTS SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER, 5344 9th Street
2" x 3" OR LARGER UPRIGHT TO CONCRETE W W0 PAVER DETAILS Zephyrhills, FL 33542
_ SCALE: NTS Ph# (813)838-0735
- -- - -- —--- ------------ Fax# 1-(866)824-7894
NOTE: FASTEN #10X," SMS INTO REC. CHANNEL 2"X—END BEAM (SEE EXISTING E-mail-erb@fbcplans.com
FLANGES TOP AND BOTTOM 8" O.C. TYP. OPTION #3 MOUNT SHEET S-2 FOR SIZE) MASONRY WALL Website-www.fbcplans.cam
RECEIVING CHANNEL GROUTED SOLID 0 C.O.A.-#29054
3" RECEIVING CHANNEL DIRECTLY TO FASCIA WITH (2) — - 00 CONNECTION
W/(2)412 X 1" SMS 114" X 2" LAGS
1-1/4" NEOPRENE WASHER @ @24" O.C. INTO RAFTER TAIL j 00 DATE: 08/10/2022
HINGE LOCATION -- 16" O.C, TO FACE OF GUTTER & (1) @ 12" O.C. — —
_ DRAWN BY: ST
2"x2"EXTRUSION = __--___-_®_ _ 2"X2"X 1/8"XBEAM REVISION: DATE:
2" x 2" EXTRUSION - =_ DEPTH" RECEIVING
_..-.. _. CHANNEL W/ (1) 1/4° X 3" RO 1
CON HINGE LOCATION DOOR OPTION #1 ROOF GUTTER FACE WALL & E4 #TE 10 X 304'SMS R INTO 71/4"0 X 2-1/2" MASONRYRO 2
C } / W 3" FROM END & @3" RECEIVING CHANNEL W/ EACH SIDE INTO BEAM .C. RO 3
#14 X 4" SMS,1-1/4" NEOPRENE (2) 1/4" X 2 1/2" MIN. OPTION #1
WASHER @ 8" O.C. PER PANEL LAG SCREWS @ 24" O.C. 2" X _END BEAM (SEE RO 4
SHEETS-2FOR SIZEfBEAM,
JE}1CI 2_01_
_ EXISTING PROJECT ADDRESS:
HINGE LOCATION -..............- MASONRY WALL
GROUTED SOLID @ LSON
— 1CONNECTION 6637 WAGON TRAIL ST
NOTEs:2° X—"ENZEPH MILLS, FL 33541
ATTACHED TO 1" X 2 OPEN I
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. BACK W/ (4) #10 X 2" THRU 1
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. THE HOST STRUCTURE SCREW BOSS CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A GUTTER BRACKET @ SHALL HAVE AT LEAST A 1/4" 0 X 2-1/2" MASONRY
1'" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" D.C. AND WITHIN 3" FROM BEAM & @ 24" O.C. T14" FASCIA AND ROOF � SCREW 3" FROM END & @ PATRIOT SCREENS, INC.
END OF THE UPRIGHT. TRUSS SYSTEM, 24" O.C.
CONTRACTOR SHALL
SUPER GUTTER VERIFY THIS AND IF OPTION #2
SMALLER -CONTRACTOR
SHALL BRING STRUCTURE NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
F TYPICAL SCREED DOOR CONNECTION DETAIL
OPTION #2 ROOF ON GUTTER LIP UP TO A 2"X4" FASCIA AND ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS
S-3 SCALE: NTS ENSURE LESS THAN A 2'-0" THAT OF MASONRY ANCHOR SCREWS,
DETAILS
O
OPTION#1, #2 & #3 COMPOSITE ROOF TO GUTTER DETAILVERHANG. (?S12)END BEAM TO HOST STRUCTURE DETAIL
S-3 SCALE:NTS S-3
r.g
(4) - (54) 0 CONCRETE NOTEsMINIMUM EMBEDMENT OF ANCHORS INTO ' 4" SLAB HEIGHT `iYP.7 x
SCREW WITH 2-3/4° CONCRETE FOOTING SHALL BE 2-3/4" AT ALL
POST LOCATIONS. ALL SCREW LENGTHS AT POST
EMBEDMENT (MI CONNECTIONS SHALL BE OF SUFFICIENT LENGTH � ° ` ' "H-
EDGE DISTANCE FROM _ FOR REQUIRED EMBEDMENT INTO CONCRETE � d'� • • e. _,. # ,
® �, DECKEDGE=3") FOOTING WHEN APAVER DECK ISPRESENT,
P ST SIZE
(H) (HH) (S2) ; ,, . • � - r" PER FT. MAX FOR 2'-0"
�� 1 4"0 x 2"-1/2 MASONRY ANCHOR PER PLAN a'
a • ' REBAR CONTINUOUS W/ 25" MIN BEFORE STEEPER '
IF WOOD SUBSTITUTE IDEN'I`ICAl, 3" x 3" (2) (4) 1/4" L"� OVERLAP AT ALL JOINTS ON 3' SLOPE
WOOD SCREW OR LAG 6" FROM (H) -3/8" 0 MACHINE 4" SLAB HEIGHT TYP. P
BOLTS WITH WASHERS 4" x 4" (2) (a) 3/8° CHAIRS (SEE CHART FOR REBAR , „�-6
} TOP &BOTTOM & @ 24" O.C. W" SIZE & QUANTITY)
1 OR (HH) #14X 3/4" SM �.
1"X2"OPEN BACK (MIN. EDGE DISTANCE - 1" TOP VIEW 6" x 6" 3 6 3 8` MONOLITHIC SLAB
O O / PRO s3I" a it E R` AL
I MIN. SPACING= 2") 3" x3"x 0.125" ANGLE (EXTERNAL
O OR INTERNAL) OR0.12S" ! IF PINNING TO EXISTING ENGINEER. OF RECORD:
(4) - (S2) 0 CONCRETE RECEIVING CHANNEL d ;4 CONCRETE USE (1) 12" #5 4" SLAB
! SCREW WITH 2-3/4" ALUM. 1" x 2" OPEN BACK ANCHORED „H„ REBAR W/ 6" EMBEDMENT @ id W. ith P.E.
I EMBEDMENT (MIN EDGE POST TO CONCRETE w/ 1/ 4" X 3-® 4B G C FLORIDA LICENSE: 53608
DISTANCE FROM DEC 1/2" MASONRY ANCHOR - 6" REBAR QUANTITIES
® �; m Hanson
EDGE=3") 6" MAX EACH SIDE OF 30ST AND #5 REBAR #4 REBAR � � � °�
I 24" O.C. MAX" QTY. QTY. FLORIDA LICENSE: 386��'5**4
Ian
Y — ,r-1"X2"OPEN BACK 3G Foster P.. fie.
< e • ' LINEAL RIBBON FOOTING 12" 1 z FLORIDA LICENSE: 93654
4 ® :. 16" 3 4 1
(2) #10 x 1-1/2" SMS MIN .. d - " - REBAR SIZES ARE NOT TO BE MIX Det Falardeau P.E.
THRU SCREW BOSS OF - q NOTES FAIR ALL FOUNDATION TYPES: (CONTRACTOR MAY USE #S OR 94) FLORIDA LICENSE: 70667
1"X2"OPEN BACK �* p-g-
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING r ik Stuart P.E.
OPEN BACK TO HOST STRUCTURE DETAIL 4" (min) SCALE: NTS FRONT VIEW a PRESSURE OF 1,500 PSI. THE'BEARING CAPACITY OF THE SOIL VERIFIED
BY A LICENSED CONTRACTOR PRIOR TO ANY POURING OF CONCRETE. FLORIDA LICENSE: 77605
NOTE. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD (Sl) 0 SCREW 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. COMPACTED PRIOR TO POURING OF ANY CONCRETE. FBC Plans Engineering
NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1X2 OPEN BACK 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
SCREEN MEMBER ON THE FOUNDATION TYP. 4. SEE SHEET S-2 FOR FOOTING & SLAB SIZE Service's, Inc.
S. HEIGHT AND WIDTH ARE INTERCHANGEABLE
Gal ALUM. POST CONNECTION DETAIL 5344 9th Street
e N.T.S. FOUNDATION RETAIL Zephprhllls, FL 33542
SCALENOTTO '�Ev Ph#(813)838-4735
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
--- -- - -- Website-ww 1kplans.co
C.O.A.429054
ALUMINUM RISER PAN #12 X PLUS 1" OF PANEL RISER PAN DATE: 08/10/2022
THICKNESS SMS W/ 1" 0 DRAWN BY: ST
NEO-WASHERS @ 8" O.C. PER 4
(4) #12 SMS W/ 3/4" PANEL FOR 3"X12" PAN ROOF USE O #12 SMS W/ 3/4" REVISION: DATE:
WASHERS PER 12" PANEL #12X3/4" SMS W/ 1110 WASHERS PER 12" PANEL RO 1
NEO-PRENE WASHER 2" FROM
#12 SMS W/ 1"0 NEO-WASHERS END & 2" O.C. PER PANEL RO 2
@ 8" O.C, (USE SCREW LENGTH Detail C2
Detail C2
EQUAL TO COMPOSITE PANEL RO3
THICKNESS PLUS (1) INCH)
FASTEN ,490 REC. CHAN. TO — — RO 4.
BACKSIDE OF 2"XH` EDGE BEAM
SEE DETAIL G2 FOR WAS) #10 SMS W/ 3/4" — — _ — CARRIER TO1,# 22 0810 12
ALUMINUM RISER PANS STAGGERED — ' (TY 1 Utt L. G, ll ii`Y
W/NU #10 SMS W/ 3/4"
INTO SIDE FLANGES BEAM PROJECT
ADDRESS:
. f7PRiGffT OR BEANt SIZE (� ���Lia� d3���i7.
KICK PLATE i.-SNAPORSELF 2" X 2" X 0..125"
2XHO ATCACHEDTOALU,�IINUM MATING OR '2x4f2YtcJ 2NELSON
EDGE M6MSERW/L(UM a Nocr,o RECEIVINGCHPdINEL
g BEAM s/a° za o.c. WITH (H) 3/8" 0 MACHINE X X X7 6637 AGON TRAIL ST
BOLTS WITH 3/4" WASHERS ZEP jYRHILLSS, FL 33541
PPLY EDGE BEAM W/ REC. CHANNELS - EACH SIDE {} (H) 3/8"0 MACHINE ,
0 NOTCHED POST FASTEN .060 REC. CHAN. TO 4' BOLTS . WITH 3 4"
KICK PLATE ATTACHED TO ALUts4INF}M MEMBER /
UNDERSIDE OF 2X_ EDGE BEAM SCALE: NTS WASHERS EACH SIDE
W/(4)#10SMSw/3/4" CONTRACTOR:
�p'� 'y''p
CONTINUOUS EDGE SEAM POST STAGGERED (SEE CHART ABOVE) CONTRACTOR:
W/(2) #10 SMS W/ 3/4" CROSS BEAM
INTO SIDE FLANGES IF NECESSARY) CARRIER BEAM PATRIOT SCREENS, INC.
CSS
( � (SEE S-2 FOR
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. MEMBER SIZE)
REC, CHANNEL.060 MEN., SAME WIDTH AS BEAM TYP. POST (SEE SHEET S-2
S FOR SIZE) NOTCH POST FOR BEAM
OOF PANEL TO EDGE END BEAM CONNECTION ALT. DETAIL
S_4 SCALE: NTS S ROOF PANEL TO EDGE OR INTERMEDIATE BEAM CONNECTION DETAIL
_L SCALE: NTS
DETAILS