HomeMy WebLinkAbout20-22716 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22716
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22716 Address: 6329 COBBLE.BLISS ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVERADO -
Est. Value: Parcel Number: 04-26-21-0110-00900-0020
Improv. Cost: 1,190.00 OWNER INFORMATION
Date Issued: 4/13/2020 Name: COYNE, WILLIAM & PAULA
Total Fees: 150.00 Address: 6329 COBBLE BLISS ST
Amount Paid: 150.00 ZEPHYRHILLS, FL 33541
Date Paid: 4/13/2020 Phone: 386-852-8744
Work Desc: CONSTRUCT SCRN RM 15 FT X 23 FT W/ CONCRETE PAD
CONTRACTORS APPLICATION FEES
TRUE ALUMINUM INC BUILDING FEE 150.00
Ins ections Re wired
FOOTER 2 D ROUGH PLUMB MSC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY—
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
. entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
&___ bze�
CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received O 3
Phone Contact for Permitting ) [ —
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Owner's Name 1`1 CA Owner Phone Number
Owner's Address 2-pp (�� `o LL l,� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS J 2 l� b b'k- LOT# /t CO
SUBDIVISION PARCEL ID# V Z - • 0 0 1 W L)Q 2-0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW INSTALL
STR B REPAIR SIGN = = DEMOLISH
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCKp �Q/� FRAME
= STEEL =
DESCRIPTION OF WORK /� Q2/(�T�C 2
BUILDING SIZE I�/ l 2A SQ FOOTAGE ✓ -1 J HEIGHT t
''C'C_I" "�- C"t t"S"q-���"�[-i�C�['�"�C"['4-��";"�S-S-�i L
BUILDING $ qQ O �G�/ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ �^✓ AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ 1fj5 2
/Z_1&
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS
SPECIALTY '
FINISHED FLOOR ELEVATIONS ROOFING FLOOD ZON ARE,q OTHER
NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER I� OMPANY r A It,rv�l,tiloop
SIG URE REGISTERED Y/N FEE CURREN I Y/N q
Address License# I S C C S S f
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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,Stormwater Plans w/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 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)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-002U City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"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 law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor 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 of occupancy 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 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant,
have been provided with a copy of the"Florida Construction Lien 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'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be in compliance.Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "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,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C MMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU I END TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER QR AN ATTORNEY BEFORE REQ RDINGYOU NDTICE OF COMM EU CEM")
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT NTRACTO
Subscribed and swom to(or affirmed)before me this and by om r affirmed)before me thisby
Who is/are personally known to me or has/have produced Who is/ personally known to me or ha's/have produced
as identification. 6e as.identification. �`y^`Q roLv
Notary Public pal ,//�� 2 Notary Public
Commission No. Commission No. l7&3;1 V3 I
Name of Notary typed,printed or stamped Name Of Notary typed,printed or sfamped
otAY EMILY SIKES
Notary Public-State of Florida
Commfssion k GG 317631
My Comm.Expires Apr 14,1013
Bonded through National Notary Assn.
01 0 (r% _
AS BUILT SURVEY(FINAL) SEC.. 04 , TWP.--.96 S, RNG. 21 E.
LOT 2, BLOCK 9 BEARING BASIS:
SILVERADO RANCH SUBDIVISION PHASE 5A
PASCO COUNTY, FLORIDA. WEST BOUNDARY OF SUBJECT PLAT BEING N 36*42'29" E
THIS SURVEY IS SUBJECT TO ANY FACTS THAT
LEGTrND: MAY BE DISCLOSED BY A FULL AND ACCURATE
E-000.0' - EXISTING GRADE N TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
PREPARED FOR AND CERTIFIED TO: EASEMENTS AND RESTRICTIONS OF RECORD.
4� e ROYAL PALM CALATLAINTIC TITLE INC- UNDERGROUND FOOTER, STEM WALL, AND
2'MAPLE CHICAGO TITLE INSURANCE COMPANY UNDERGROUND UTILITIES ARE NOT LOCATED OR
EAGLE HOME MORTGAGE,LLC 11 SHOWN.
svy WILLIAM R.COYNE 00 NOT SCALE THIS PRINT. DIMENSIONS AND
2'MAGNOLIA PAULA GEIGER COYNE NOTES TAKE PREFERENCE.
2'OAK PURPOSE OF SURVEY. TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
10' UTILITY EASEMENT
LOT I$
BLOCK 1
SILVERADO RANCH PHASES 2 3&4
(PLAT BOOK 73.PAGE 59)
PLAT
BOUNDARY
Olt
LOT 3
BLOCK 9
rD
b 8 TRACT A - '5'
DRAINAGE AREA
SLVERADD RANCH PHASES 2,3&4
(PLAT BOOK 73,PAGE 59)
67
41 LOT 2
BLOCK 9
4,
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is
LOT I
BLOCK 9
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41
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 108.17'
DESCRIPTION: GARAGE AREA. 107.67'
LOT 2, BLOCK 9, MAP OR PLAT ENTITLED "SILVERADO RANCH ELEVATIONS REFERENCED TO
NORTH AMERICAN VERTICAL
SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA
THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0451 F & 0452 F EFFECTIVE DATE! 9/26/14
ISquare Feet: 7542.52 t LENNAR HOMES
[ECENO
(BFE)=:BASE FLOOD ELEVATION, (C)= CALCULATED DATA, (D)= DEED DATA. (M)- MEASURED DATA. (P)= PLAT DATA,rL- CENTERLINE, A/C= AIR CONDITIONER,
B/C- BACK OF CURB,C/S-CONCRETE SLAB. CH-CHORD, CHB= CHORD BEARING. CUF= CHAIN UNK FENCE, CONC.- CONCRETE,COV.- COVERED, E/P= EDGE OF
PAVEMENT,ELEV= ELEVATION, ESM'T- EASEMENT,F/C- FENCE CORNER, FCM- FOUND CONCRETE MONUMENT, FIP- FOUND IRON PIPE, FIR- FOUND IRON ROD,
FN&O.FOUND NAIL &DISK,FFF- FOUND PINCHED PIPE.LFE= LOWEST FLOOR ELEVATION, MAS.- MASONRY, O.R OFFICIAL RECORD BOOK, PB= PLAT BOOK,
PCP- PERMANENT CONTROL POINT, PRM=PERMANENT REFERENCE MONUMENT, R/W=RICHT OF WAY, R-RADIUS, (R)-RADIAL, SIR=SET 1/2-IRON ROD &CAP #4493,
SN&D- SET NAIL&DISK #4493, TBM= TEMPORARY BENCHMARK, U/P- UTILITY POI-E, V/F- VINYL WCF_ ;/F= WOOD FENCE, ALUM. FENCE- ALUMINUM
Brown y., HLRE CEFFr_. _IAADE__UNDFR MY
'RT
B I �T 11-115 �IUKVLT WAS
JOHN R.BEACH&ASSOCIATES,INC. sms RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF
SURVEYORS AND MAPPERS Checked By. PRACTICE FOR SURVEYS AS SET FORTriBY THE-FLORIDA BOARD OF
t 911 WEST ST. PETERSBURG DRIVE JREI LAND SURVEYORS IH CHAPTER S&L 7.051 THROUGH 5J-17.053,
ONE OLDSMAR,FLORIDA 34677 FLOR A A ISTRATIVE CODE, PURSUANT TO SECTION 472.027
WAY (813) 854-1275 FAX(813) B55-8370 Scale: FLO D A STA
NOT VAUD WITHOUT ORIGINAL SIGNATURE IDate: I DATE
AND THE RAISED SEAL OF A FLORIDA FINAL 8/23/19 DWB A
�LICENSED SURVEYOR AND MAPPER JOHN R. BEA
Rvvlvlonw FORM ORD TIE IN 5/21/19 JMM, REVISED PER STREET NAME 5/30/19 JOS, REM FLORIDA REG. AND SURVEYOR NO. 2984 LB#4493
PER SCI=Egglojg'��6ffi 9 JOS, FOUNDATION TIE IN 6/-3/19 JMM n JEFF_'A�T
X,:, 0 1:� 49FESS11O.AL SURVEYOR &MAPPER No. 7123
,i • 7
i
1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��� �V)t n L)yt�
Date Received:
Site: 6 3 °�1
Permit<Type: C ' Z—COKCce-l-le
Approved w/no comments: Approved w/the below comments: 0 Denied w/the below comments: El
F}
This comment sheet be kept with the permit and/or plans.
NAR 2 9 2020
Kalvin Sw' er h6s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#202000S798 OR 6K 10092 PG 2572 Page 1 of 1
04/27/2020 02:53 PM Rcpt:2156868 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles, Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of 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 Commencemen
1. Description of Property: Parcel Iden(ification No. — 21 1 — `
Street Address: e,. A-, 1` 3 S LI I
2 General Description of Improvement .e.
3. Owner Information or Lessee information if the Lessee contracted for the Improvement:
—113 ZA C ob\AL b k.t s S ti��1S 33sc.�
Name
Address City State
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address City State
4. Contractor.
Name '� 1.C Address ^ ^ ! ^ _ City State
Contractors Telephone No.:
5. Surety.
Name -
Address _ City Stata
Amount of Bond:$ Telephone No.:
6. Lender.
Name
Address City Slate
Lendefa 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(t)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of—
to receive a copy of the Lienofs Notice as provided in Section 713.13(1)(b),Florida Statutes, i
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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing no ce at commencement7andtt the fads stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO'
gnat f Owner orLess ,ar.. s or Lessee's Authorized
Officer/Dlrector/Partner/Manager
Sign�attoo�ys�Title/Office j
The foregoing instrument was acknowledged before me IN ��day of YNrI t .20�by
T I
as (type of authority,e.g.,officer,trustee,attorney in fact)for
- (morn t party on ,half of om Instrument was executed). j
Personally Known❑M Produced I�dentifiratio Notary Signature l
n( i
Type of Identification Produced 4J� Name(PdnQ l S
t
i►t��� EMILYSIKES
Notary Public•State of Florida
Commission#GG 327631 i
dr r� My Comm.Expires Apr 24,2023
Bonded through National Notary Assn.
wpdate/bcs/noticexwmmencement�c053048 •
I
I
state Of Florida,County Of Pasco
This is to certify that the foregoing is a
•, true and correct copy of the document
on file or of public record in this office.
a a W'4. my hand nd offlCial seal this
,.- 'ay of V 2 �
Nikki Alvarez-Sol
1887e ,Esq.,Clerk&Comptroller
a ° Pasco nty,Flori
�'3� �F�®RHO gy , Deputy Clerk
General Notes 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
FLAT WASHERS AND NUTS. HOME.
A.CONCRETE&FOUNDATION DESIGN: 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY.
MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
IN LIEU OF WELDED WIRE MESH 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT.
60(60 KSI MIND DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PROFESSIONAL ENGINEER SEAL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S ENGINEER OF RECORD:
FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO David Y Y. Smith P.E.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE �A�
3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608
AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA: Thomas L. Hanson P.E
WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH
CLEAN POTABLE WATER 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 108 MPH FLORIDA LICENSE:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: B Myron Max Neal P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: Y
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS: FLORIDA LICENSE:86663
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 SCREEN ROOF: N/A
2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN WALLS: 27 PSF Joel Falardeau P.E.
RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-T0.CENTER SPACING SOLID ROOF(SCREEN WALL): 23 PSF FLORIDA LICENSE:70667
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.0I3 Erik Stuart P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE:77605
SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
ASTM E 119 7. LIVE LOAD:
B.MASONRY: ASTM E 1300 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. FBC Plans&Engineering
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Services Inc.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 10 P°F VERTICAL DOWNLOAD ON SOLID ROOF.
TYPE M OR S MORTAR FOR ALUMINUM PART 1-A,&1-B 8. PROPOSED 3"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC 6272 Abbott Station Dr.Unit 101
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 SLAB W/FIER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE Zephyrhills,FL 33542
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 UPLOADS FOR THE PROPOSED STRUCTURE. Ph#(813)788-5314
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 9. SCREEN ROOF TYPE: N/A
4. Fax#1-(866)824-7894
PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 10. SOLID ROOF TYPE: 3"X48"X0.030"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 DENSITY,FLORIDA PRODUCT APPROVAL,FL 7561-R4. E-mail-erb@fbcplans.com
HEIGHT. ASTM A615 Website www.fbcplans.com
ASTM A185 C.O.A.-#29054
C.ALUMINUM: FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20&23).
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A u,p DATE: 03/11/2020
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: REVIEW DATE,J _Z 0
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS DRAWN BY:ST
0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 2:---------------------------------------2"x 2"x 0.044" CITY OF ZEP �YRH
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" p(AN EXAMINER REVISION: DATE:
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1. SIMTYP-TYPICAL 2 x 4:---------------------------------------2"x 4"x 0.050"
2.SIM-SIMILAR RO 1
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3. UON--UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 4.CONT--CONTINUOUS 3 x 3:---------------------------------------3"x 3"x 0.125" �n�t PLY �sREVAI 2
PREPARED BY THE ALUMINUM ASSOCIATION, 5. VIF-VERIFY IN FIELD AL.L1N `
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th RO 3
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS CODES FLORIDABUC D HG CODE,
G.RESPONSIBILITY:
ALUMINUM). 1 x 2:----------------------------------------1"x 2"x 0.040" NATIONAL ELECTRIC
ZEPHYRH�L�-S RO 4
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"X 3"x 0.045" AND THE CITY Job# 20_0311...192
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CODES,LOCAL ORDINANCES,ETC. ORDINANCES
SEPARATION. CONTRA
CTOR RACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, PROJECT ADDRESS:
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2. SNAP SECTIONS J
4 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" COYNE
USING#12 SPACING MAY BE 24"ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 6329 COBBLE BLISS ST
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 SMS:---------------------------------2"x 4"x 0.045" ZEPHRYHILLS, FL 33541
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:---------------------------------3"x 3"x 0.090"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR.
VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING (SMB) CONTRACTOR:
ATTACHED TO HOST WITH l/4"0 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" TRUE ALUMINUM
WOOD SCREW WHEN IN WOOD
X 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES.
2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS S- 1
2x2:---------------------------------------2"x 2"x 0.090'
• DOOR LOCATION MAY BE DETERMINED
IN THE FIELD BY THE CONTRACTOR.
-s
jr
9' ...4"� �'-4"� PROFESSIOFIAL'ENGIIdEER SEAL
1 x2 ATTACH TO FASCIA 1X2 ENGINEER OF RECORD:
I II David W. Smith P.E.
III I 'III , FLORIDA LICENSE:53608
'ii ' III' ' Thomas L. Hanson P.E
CO III I I III I (0 FLORIDA LICENSE:38654
• I
x ,II II, X I Myron Max Neal P.E.
III III T- I FLORIDA LICENSE:86663
111
II I III I Joel Falardeau P.E.
2x4SMB o of I , 2x4SMB I FLORIDA LICENSE:70667
OR 2X5 PT I wll ' 3" COMPOSITE PANEL ROOF II' OR 2X5 PT Erik Stuart P.E.
�pII I SCREEN ROOM 'III I FLORIDA LICENSE:77605
C° ' ° III II' FBC Plans&Engineering
III III i I Services,Inc.
III 'II, cx i 6272 Abbott Station Dr.Unit 101
III' III I Zephyrhills,FL 33542
II —___ � 3-EpGE RM _ —— ——l I) Ph#(813)788-5314
__ Fax#1-(866)824-7894
E-mail-erb@fbcplans.com
I , ,, Website-www.fbcplans.com
2 3 — C.O.A.-#29054
25'-0"
PROPOSED 8"X 8" W/ DATE: 03/11/2020
MONOLITHIC SLAB DRAWN BY:ST
REVISION: DATE:
RO 1
R0 2
R03
x x x
O N N N N N R04
job#20_0311_192
PROJECT ADDRESS:
2x3(typ) 2x3(typ) COYNEI 6329 COBBLE BLISS ST
K.P.(typ) 1 x2 ZEPHRYHILLS, FL 33541
(typ) H CONTRACTOR:
S-4 TRUE ALUMINUM
FLOOR PLAN
S-2
EXISTING HOST STRUCTURE
BREAK FORM HEADER OR
BREAK FORM HEADER OR RECEIVING CHANNEL - `
RECEIVING CHANNEL BREAK FORM HEADER OR `e.\
#10 SMS AT EACH RISER TRECEIVING CHANNEL
FOR PAN OR#10SMS@ _
#10 SMS AT EACH RISER B"O.C.FOR COMPOSITE PANEL d SOLID ROOF
FOR PAN OR#10 SMS @
8"O.C.FOR COMPOSITE PANEL e `I •<? -
d SOLID ROOF
SOLID ROOF d
A d n
d #14 SMS@6"O.C. ✓. `4
FOR COMPOSITE PANEL
#10 SMS @8"D.C. PROFESSIONAL ENGINEER SEAL
FOR COMPOSITE PANEL
1-1/4" #10 SMS @ e"D.C. ENGINEER OF RECORD:
(MIN) FOR COMPOSITE PANEL David W. Smith P.E.
(4)#10 SCREWS PER 12" 1/4"X 3"CONCRETE ANCHORS(2)ROWS STAGGERED 24"O.C.
WIDTH CONNECTING CONNECTING HEADER OR CHANNEL TO FASCIAPA FLjO,RIDA LICENSE:53608
OR TO BACK EADER OF PAN)BOTTOM 1/4"X3"CONCRETE ANCHORS 2 ROWS STAGGERED 24"O.C' Thomas L. Hanson P.E
OR BACK PAN) CONNECTING HEADER OR CHANNEL TO FASCIA ROOF PANEL TO WALL CONNECTION DETAIL
1/4"X 3"LAG SCREWS(2)ROWS STAGGERED 24"O.C. (IF DIRECTLY UNDER SOFFIT) FLORIDA LICENSE:38654
CONNECTING HEADER OR CHANNEL TO FASCIA. ROOF PANEL TO WALL CONNECTION DETAILS SCALE:NTS Myron Max Neal P.E.
ROOF PANEL TO FASCIA/HOST BEAM CONNECTION DETAILS SCALE:NTS
FLORIDA LICENSE:86663
SCALE:NTS
Joel Falardeau P.E.
1/4"0 UPRIGHT
FLORIDA LICENSE:70667
Concrete Screw SECONDARY ANGLE MIN Erik Stuart P.E.
Column Anchor (SEE NOTES)#12 X 3/4"SMS 0.125"THICK(NOT FLORIDA LICENSE:77605
Size FASTENING SECONDARY REQUIRED FOR 2X3
$ Mi .Spa ANGLE TO COLUMN MEMBER) -7
(TY HINGE LOCATION- FBC Plans&Engineering
neerin
2x3 0" EACH SIDE)
2x4 1 3" PRIMARY 2"X2"X 2" / 1/40 x 2"-1 2 MASONRY ANCHOR
(B)-3/8"0 CONCRETE SCREW X 0.125"ANGLE / Services,Inc.
(2)#12 X 3/4"SMS FASTENING 2"x 2"EXTRUSION- 2"x 2"EXTRUSION / IF WOOD SUBSTITUTE IDENTICAL
ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE V • WOOD SCREW OR LAG 6"FROM 6272 Abbott Station Dr.Unit 101
ANGLE(TYP EACH SIDE)(SEE O (TYP EACH SIDE) I / TOP&BOTTOM&@ 24"O.C. Zephyrhills,FL 33542
TABLE) O DOOR
3/8"0 O 1"X 2"BASE MEMBER HINGE LOCATION- / 1"X2"OPEN BACK Ph#(813)788-5314
Concrete Screw (TYP EACH SIDE)
Column Anchor ANCHORSPA Fax#1-(866)824-7894
Size B Min.Spa (MIN)(TYP)(SEE TAB&) (1)-3/8"0 CONCRETE SCREW I / E-mail-erb@Ibcplans.com
d ANCHOR INTO PRIMARY
2x5 1 ANGLE AND @ 1/4"0 CONCRETE /../�
Website-www.IbCplans.com
2x6 1 4" 3"(MIN SCREW ANCHOR @ C.OA.#29054
2x7 1 5 24"O.C.BETWEEN COLUMNS
NOTES: (TYP EACH SIDE)
2x9 2 4" 1.NUMBER OFANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR HINGE LOCATION
2x1O 2 4.5" INTO THE 1X2. DATE: 03/11/2020
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT 1"X2"OPEN BACK
DRAWN BY:ST
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED / �®
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: - - ---
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. (2)#10 x 1-1J2"SMS MIN REVISION: DATE:
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. THRU SCREW BOSS OF
S.FOR A 2X4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A 1"X2"OPEN BACK RO 1
2"X2"X2"X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @12"O.C.AND WITHIN 3"FROM
FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) END OF THE UPRIGHT. OPEN BACK TO HOST STRUCTURE DETAIL RO 2
(4 TOTAL SCREWS ON EACH SIDE OF POST) SCALE:NTS
POST OR SMB CONCRETE BASE CONNECTION RO 3
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS RO 4
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION
SCALE:N.T.S.
Jo b#20_0311_192
EXISTING MASONRY OPTION#1 PROJECT ADDRESS:
SOLID GROUTED I I NE 1 NE
o o @°CONNECTION (4)#1O x 114"SMS OPTION#2
1
GCE INTO SCREW BOSSES 6329 COBBLE BLISS ST
0o ZEPHRYHILLS, FL 33541
1/4"0 X 2-1/2" ___=
(1)#S REBAR CONTINUOUS w/25" MASONRY SCREW 3"FROM
DVERLAP AT ALL IOINTS ON 3" END&@24"O.C. _____ ____
2"x_END BEAM
CHAIRS (SEE SHEET S-2 FOR SIZE) CONTRACTOR:
TYPE II MONOLITHIC SLAB 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL
MODERATE SLOPE FTG
SLOPE:2":12"-3":12" 2"x 2'x 1/8"x BEAM DEPTH" MEMBER OR EXTERNAL RECEIVING TRUE ALUMINUM
CHANNEL W/(4)#10 X 3/4"INTO
RECEIVING CHANNEL UPRIGHT OR BEAM
NOTES FOR ALL FOUNDATION TYPES: W/(1)1/4"x 3"CONCRETE INTO BEAM OR UPRIGHT.(2) • SNAPORSELF
1"X2"OPEN BACK I IKICU MISTS MATING OR
ANCHOR INTO WALL& #lOX 3/4'FA LEG INTO GIRT OR ATTACHED TO ALUMINUM
L THE FOUNDATIONS SHOWN ARE BASED R A MINIMUM SOILHOLLOW
(4)#10 x 3/4"SMS EACH PURLIN-(0.062"ANGLE CLIPS w/ MEMBER W/(1)#10
BEARING PRESSURE IC 1,500 PSF.THE BEARING CAPACITY OF THE SIDE INTO BEAM 3/4"!24 O.C
SOIL VERIFIED BYA LICENSED CONTRACTOR PRIOR TO ANY POURING I I (2)#10X3/4"SMS EA LEG)
OF CONCRETE. NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW •
2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT UPRIGHT OR BEAM-SNAP
COMPACTED PRIOR TO POURING OF ANY CONCRETE. OF MASONRY ANCHOR SCREWS. R SELF MATING OR KICK PLATE ATTACHED TO ALUMINUM MEMBER DETAILS
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. HOLLOW
END BEAM TO HOST STRUCTURE DETAIL S- 3
TYPE II MONOLJTHIC SLAB/FOOTING SCALE:NT5 PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:NTS
ALUMINUM RISER PAN-.
(4)#10 SMS W/3/4" WHERE ATTACHING TO I
ALUMINUM RISER PAN WASHERS PER 12"PANEL USE#10X3/4"SMS2"FR0M 3"X12"RISER PAN PANEL
EDGE
EDGE& 3"O.C. BEAM IS 1 1 O,
/1-1/4"NEOPRENE WASH THE SIZE AS UPRIGHT
#12 SMS W/10 NEO-WASHERS (4)#10 SMS W/3/4" PER PANEL J3'X48'COMPOSITE
@ 8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL #12 SMS W/1"0 NEO-WASHERS #12x4"SMS ROOFPANEL
I EQUAL TO COMPOSITE PANEL Detail C2 @ 8"O.C.(USE SCREW LENGTH 1-1/4"NEOPRENE
THICKNESS PLUS(1)INCH) EQUAL TO COMPOSITE PANEL WASHER @8"O.C.PER
THICKNESS PLUS(1)INCH)
SEE DETAIL C2 FOR FASTEN.060 REC.CHAN.TO ALUMINUM RISER PANS Detail C2 BACKSIDE OF 2"XH"EDGE BEAM PI�OFE$$IOIVACeNG}NEER SEAL
SEE DETAIL C2 FOR W/(5)#10 SMS W/3/4"
ALUMINUM RISER PANS W/(H)#10 SMS W/3/4"ED ENGINEER OF RECORD:
INTO SIDE FLANGES
: ::::::: : 1"XS"AL 27BE S SHEET S-2
David W. Smith P.E.
® 2X[H) 1'X2'OPBN BATIXA7i'rACHHO SE S-2 FOR
OPT[ONAL1"X2"FASTENED ® ® EDGE IZE) FLORIDA LICENSE:53608
(2)-1/4"0 MACHINE TO COLUMN WITH(2)#10 X 2" ® ® BEAM kloXlyF'SM1oxiItSMSSISMo.c
BOLTS WITH 314"__/ SMS INTO SCREW BOSSES �� �� (4)#IOX3"INTO Thomas L. Hanson P.E.
L
f) SCREW Boss FLORIDA LICENSE:38654
WASHERS THROUGH AND FASTENED TO EDGE ®® 9
POST AND EDGE BEAM BEAM WITH(1)#10 X 1-1/2" APPLY EDGE BEAM W/REC.CHANNELS
SMS WITHIN 6"OF COLUMN TO NOTCHED POST FASTEN.060 REC.CHAN.TO AND @12"O.C.MAX UNDERSIDE OF 2X_EDGE BEAM Myron Max Neal P.E.
W/(4)#10 SMS W/3/4"
CONTINUOUS EDGE BEAM POST 2EESHEETCOLUMN/UPRIGHT FLORIDA LICENSE:86663
POST STAGGERED
CONTINUOUS EDGE BEAM W/(2)#10 SMS W/3/4" EESHEeeS-z FOR
NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. INTO SIDE FLANGES I' II SIZE) Joel Falardeau P.E.
NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. hi i LORIDA LICENSE:70667
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL A REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP.
SCALE:NTS ROOF PANEL TO END BEAM CONNECTION DETAIL A rik Stuart P.E.
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL B SCALE:NTS
FLORIDA LICENSE:77605
SCALE:NTS
FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Dr.Unit 101
Zephyrhills,FL 33542
Ph#(813)788-5314
Fax#1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 03/11/2020
ALUMINUM RISER PAN DRAWN BY:ST
(4)#10 SMS W/3/4"
REVISION: DATE:
WASHERS PER 12"PANEL
RO 1
#12 SMS W/1"O NEO-WASHERS @ B"O.C.
(USE SCREW LENGH EQUAL TO COMPOSITE RO 2
PANEL THICKNESS PLUS 1") Detail C 2 RO 3
SEE DETAIL C2 FOR COMP,ROOF RO 4
ALUMINUM RISER PANS
Job#20 0311192
2xH EDGE BEAM
`{ (SEE SHEET S-2 FOR SIZE) PROJECT CT ADDRESS:
CO1NE
6329 COBBLE BLISS ST
(4)#10X1-1/2,S.M.S. (4)#10X1-1/2"S.M.S. ZEPHRYHILLS, FL 33541
INTO SCREW BOSS INTO SCREW BOSS
OPTIONAL 1"X 2"FASTENED TO COLUMN WITH(2)#10 X 2" CONTRACTOR:
SMS INTO SCREW BOSSES
FASTENED TO ED EBEAM WITH TRUE ALUMINUM
2xH SMB (S)#10 X 1-1/2"SMS WITHIN 6"
(SEE SHEET S-2 FOR SIZE) OF COLUMN AND @ 12"O.C.MAX.
ROOF PANEL TO SMB POST TO EDGE/END BEAM CONNECTION
DETAIL C
SCALE:NTS
DETAILS
S-4