HomeMy WebLinkAbout20-575 City of Ze h rhills PERMIT-
NUMBER
5335 Eighth Street d
Zephyrhills, FL 33542 BAR-000575-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 09/10/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
03 26 21 0120 00000 1000 6436 Huntington Drive
Owner Information Permit Information Contractor Information
Name: TAMMY GIBSON Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
Class of Work:Add/Alter Residential
Address: 6436 Huntington Dr Building Valuation:$6,000.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)997-6672 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$6,000.00 IV
Total Fees:$105.00
Amount Paid:$105.00
Date Paid:9/10/2020 11:46:26AM
Project Description
INSTALLATION 15 FT X 32 FT SCRN ENCLOSURE ON EXIST SLAB
Application Fees
Building Permit Fee $70.00 Building Plan Review Fee $35.00
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.
"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 add fee 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.
CONTRACTOR SIGNATURE PE IT OFFICE
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
Phone Contact for Permitting
aacaa[aa � 1 [saal
Owner's Name //iM//I Owner Phone Number pp/J
Owners Address J` .7 M /J/WJ• U/f�ry- Owner Phone Number
Fee Simple Titleholder Name F Owner Phone Number
Fee Simple Titleholder Address / l
JOB ADDRESS & , �w/T I" / LOT III
SUBDIVISION !Jr It&' �/�/�S PARCEL ID# 03 0(p' —Q 0^(` W� UCV
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK ✓Q2 FRAME = STEEL
=
DESCRIPTION OF WORK 1W LiGc Sl4b
BUILDING SIZE SQ FOOTAGE - HEIGHT
Ci'CC'tTt'�tCT
BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ 0-51
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (�No /
=GAS = ROOFING 0 SPECIALTY = OTHER `� -
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO I�/�II
BUILDER COMPANY ailc-
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address gig C,(4i_A- ' License# .SC4 1311'4911
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y I N
Address License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
a all
-l-1:1-11![11l11l.1!!!E! 111.l11111al!!.[1!!!!1.!l."l [!talliglll1EaitIa&1-!
tach(2)Plot Plans;(2)sets of n,RESIDENTIAL At Building Plans;(1)set of Energy Forms;R-O-W Permit for new constructio
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 subdivisionsilarge 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
813-780-0020 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"restrfctions"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 1,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 amthe AGENT FOR THE OWNER,I promise in good faithto inform the owner of the permitting conditions set forth irr 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 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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACT C�
Subscribed and swom to(or affirmed)before me this Subscribe and emt r ffirned�befe this
by by Who is/are personally known to me or has/have produced Who islare ersonally k n to me o produced
as identification. as I antifi 'on.
Notary Public blic
Commission No. Commis ion o.
Name of Notary typed,printed or stamped Named
'jACQUELINE BOGfg
Commission ^h„
i4
'ti 1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �('i t� { �. Y),j h c
Date Received: 1 j I -4L-?
Site: V h 4'h elk
Permit,Type: Tin S� 1Y 3 ;1- to fi 1 idI SL Y'u ki c,
I SV c
o n 6>r s)$ SJ4 b
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#20201 32J86 OR 13K 10156 PG 3844 Page 1 of 1
SIu 0 l/2020 03:03 PM Rcpt:2192974 Rec:10.00 DS:0.00 IT:0.00
e 'Ikk'J Alu=::Smles._ES$._ezLaco Gounty Glerk&Comptroller
NOTICE OF COMMENCEMENT
State of ✓��� County ofc o
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: 03—,9&a/..Ulao_0>060_1oX Gf�3(a fk� Twr bq--
Sr(t<w.0A1e4 PIs zG Pcis YT'V9 X fiv-a c7 4'3TS iCV4701
1. Description of Property: Parcel No. Sc. ts & ar—�,rr Lt�, �F spy c,,,,(-
ion A/sa ,tli l uc o�s r 4.,7-ic7, 4 Qz 0 t oFsn,'l LaT lc a swL K k-L y.--
(Legal description of the property and street address if available
2. General Description of Improvement �,sT4/f fY ',[3z, AIIbte (4jP 61.4491/
r
3. Owner Information: Name
Address G`/3Cv 4,�,,,c,%„� City zepw'Mt 115 State' 3ss�—
Interest in Property: OWd e L, ' 11
Name of Fee Simple Titleholder:
(If other than owner)
Address n City State
4. Contractor:Name TNG"
Address M9 clk"n- -)k• CitY2 �A y i s State F I
,
Address City State
Amount of Bond: $
6. Lender:Name. oj(q::�
Address City State
7.I Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1)(a) (7),Florida Statutes:
Name�41
Address IC/ity State
8. In addition to himself,Owner designates kn4-
of to receive a copy of the Lienor's Notice as i
provided in Section 713.13 (1) (b),Florida Statutes.
9. Expiration date of Notice of Commencement(the expiration date is 1 year from the date
of recording unless a different date is specified.)
Signature of Owner:
Sworn to and subscribed before me this day of ,20 .
Notary Public: •�a,:
&State of Florida-Notary Public
My Commission Expires:
3y •? Commission H GG 202205
`�•"° Aprll 01,z0'
PC93053048/A
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.
Witne my hand a d official seal this �MAL
+day of 2� ° �
NikiAlvarez-Sowles,E Clerk&Comptroller
Pa County,Florid
B Deputy Clerk' tc) �u r:�t� • �i
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General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
HOT DIPPED GALVANIZED.
A.CONCRETE &FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 COMPLIANCE WITH ASCE 7-10,
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
MINIMUM,3 1/2"NOMINAL THICKNESS PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
. 3 q„
ON DRAWING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. t ,
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING a
THE BOLT OR SCREW INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR _
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED ° " R' r
_ s^s _
IN LIEU OF WELDED WIRE MESH HAMMER. S-2. aR°!
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. CIRCUMSTANCES BY DRIVING WITH A
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1 4"DIAMETER X 1-3 4"EMBEDMENT&24"O.C. £
GRADE 60 60 KSI MIN. DEFORMED BARS,#3 BARS MAY BE / /
GRADE 40( ) REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW
1/2"
BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X EMBEDMENT SMS OR TEK SCREWS
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL / 6
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. GRADE#5 OR BETTER ZINC PLATED. V xI
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR a
FOLLOWING: PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 V1 ° V.
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES V
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN FOR USE WITH ACQ PRESSURE TREATED WOOD,OR JOB DESCRIPTION : SCREEN ENCLOSURE
3/4". OTHERWISE NOTED ON PLANS. PROFESSIONAL,ENGINEER5EAL
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
WATER REDUCING AGENT-ASTM C 494. 10 ALL G-185 CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN. 1. DATA:
DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : 1 David W. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE : B
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 4. WIND LOADS: FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, : 6 PSF SCREEN ROOF:E. REFERENCE STANDARDS: FLI 2,&3 ALONG WITH HOT WEATHER CONDITIONS SCREEN WALLS: 23 PSF Thomas L. Hanson P.E.
RECOMMENDATIONS. ASTM E 119
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 Myron Max Neal P.E
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B LI 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 y
SPALLING OR OTHER DETERIORATION. ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE NUMBER:86663
ASTM C330 B.MASONRY: ASTM C33 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 3001b.VERTICAL DOWNLOAD ON PRIMARY SCREEN MEMBERS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C494 200 lb.VERTICAL DOWNLOAD ON RIMA SCREEN ENCLOSURE PUOSI Joel Falardeau P.E.
TYPE M OR S MORTAR. ASTM A615 FLORIDA LICENSE NUMBER:70667
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A185
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 8. EXISTING 4"CONCRETE SLAB W/WIREMESH TYP.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE Erik Stuart P.E.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 6TH EDITION SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605
REINFORCEMENT HEI WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: 9. SCREEN ROOF TYPE: GABLE/HIP FBC Plans &Engineering
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SOLID ROOF TYPE: Services, Inc.
GHT.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 6272 Abbott Station Drive Unit 101
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Zephyrhills,0.33542
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR Phone:(813)788-5314
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS.
3. UON--UNLESS OTHERWISE NOTED Fax:1-(866)-824-7894
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Email:erb@Ibcplans.com
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD Website:www.fbcplans.com
2 x 2:---------------------------------------2"x 2"x 0.046" C.O.A.-#29054
3. STRUCTURAL ALUMINUM DESIGN CONFORMS G.RESPONSIBILITY: 3 x 2: 3"x 2"x 0.050"
STTO"PART ES-A-SPECIFICATIONS FOR ALUMINUM 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2x3:---------------------------------------2"X 3"x 0.050"
STRUCTURES-ALLOWABLE ALLOWABLE STRESS DATE: 8/5/20
DESIGN"OR"PART 1-B-SPECIFICATIONS FOR ALUMINUM CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DRAWN BY:SB
DESIGN"OF THE ALUMINUM DESIGN MANUAL PREPARED BY 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050"
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD ALL 1NORK Sl�AI�I.CQI�IPL�`VI►!TH PREVAlLlNG REVISION: DATE:
CONDITIONS. OPEN BACK SECTIONS CODES WORK SHALL
BUILDING CODE,
STRUCTURAL DESIGN&CHAPTER 20 ALUMINTM). RO 1
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" NATIONAL ELECTRIC CODE, RO 2
SEPARATION. CONTRACTOR AND THE CITY OF ZEPHYRHILLS
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4•ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ORDINANCES RO 3
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
USING#12 SPACING MAY BE 24"ON CENTER. MANUFACTURER 2 x 2 Sna 2"x 2"x 0.045"
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA p' PROJECT ADDRESS:
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:---------------------------------2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Sna 2"x 4"x 0.045" GIBSON
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND ENGINEERING PRACTICES. SEP EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SEP 0 1 020 6436 HUNTINGTON .
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) REVIEW DATE DR
ZEPHYRHILLS FL N DR.(ACRYLIC/GLASS WINDBREAKERS INCLUDED) 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" CITY OF ZEPHYRHIL
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" PLANCY n
D.FASTENERS: THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" EXA MI�Cp Exam
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
300 18-8,WITH STANDARD FLAT WASHER UNLESS ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" PATRIOT SCREENS
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FBC 6TH EDITION NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4501.17.1 IN ITS ENTIRETY.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 S - 1
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL - 1.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
J?pr a , PROFESSIONALENGINEER SEAL
ENGINEER OF RECORD
Z" f « y David W. Smith P.E.
X5 • 0 ----•--- -�`-•-= -•------ `� FLORIDA LICENSE NUMBER:53608
I \ Thomas L. Hanson P.E.
£, FLORIDA LICENSE NUMBER:38654
?xZ Zxz s -z LI Myron Max Neal P.E
FLORIDA LICENSE NUMBER:86663
- / j LI Joel Falardeau P.E.
4__ FLORIDA LICENSE NUMBER:70667
El Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605 cry FBC Plans &Engineering
�I +" 6272 Abbott Stab on Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
• Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
ZI DATE: 8/5/20
�u T
DRAWN BY:SB
REVISION: DATE:
DI W
RO1
—._ RO 2
Liz Zz Z� z 2xz . zxz
(� stP" . P R03
l/ -7 PROJECT ADDRESS:
•
GIBSON
6436 HUNTINGTON DR.
ZEPHYRHILLS FL 33542
CONTRACTOR:
PATRIOT SCREENS
NOTES
1"XS'OR 7"X4"WIDTH EXTRUDED GUTTER
BRACKET(THICKNESS OF LEG @ LAG
SCREW SHALL BE 0.125"MIN. (3)1/4"LAG SCREWS OPTION I HEREBY CERTIFY THAT I HAVE REVIEWED
LONG LEG SHALL BE 0.072"MIN) @ EA.GUTTER BRACKET FASTEN.060 REC.CHAN.TO THIS PLAN AND FOUND IT TO BE IN
@ EACH BEAM AND(1)IN BETWEEN W/(3) BACKSIDE OF 2"XH"EDGE BEAM
&(1)@12 O.C.MAX-MIN EMBEDMENT W/(1)#10 SMS W/3/4" COMPLIANCE WITH ASCE 7-10,
#10X3/4"SMS E SPA. EAVE
INTO GUTTER L[P SHALL BE 2" 2"x_PURLINS(SEE S-2 FOR 1/H"(11 GA.)ALUMINUM STAGGERED / / &FBC 6TH EDITION
EXISTING HOST SIZE)ATTACHED TO BEAM GUSSET PLATE(2X HEIGHT) RAIL W/(H)#10 SMS W/3/4"
w/MIN(4)#10 x 1 Z"SMS B#12 SMS OPTION INTO SIDE FLANGES
STRUCTURE �1 • • • • a ® 2X"H" �
r� ® BEAM q�EDGE 1r[ �u
• • APPLY EDGE BEAM W/REC.CHANNELS
N Sry • • 9�o TO NOTCHED POST C
• • y FASTEN.060 REC.CHAN.TO w
BEAM • CONTINUOUS EDGE BEAM POST •.
ZXH • • • • • W/(4) 10 SMS W/3/4"GE BEAM aA
, S' _
STAGGERED 'B
W/(2)#10SMSW/3/4"
NOTE:EDGE BEAM(SEE SHEET S-2 FOR SIZE) INTO SIDE FLANGES ( .:. rI:OF
SHALL BE ORIENTED INDIRECTION SHOWN
SUPER GUTTER(5"OR 7")I. REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAMTYP. " � y
S3Yyp,`SPB�EI EAVE RAIL TO UPRIGHT DETAIL
2"X 2"X1/16"(MIN) SEE SCALE:NTS (}"
RECEIVING CHANNE
(H"MIN LENGTH) (H)#12 X 3/4"SMS('FYP EACH SIDE OF CHANNEL) 1IT r
PURLIN ATTACHED TO EAVE RAIL _ -
(B)#12X3/4"SMS(INTO GUTTER) NOTES:NOTES: W/
2x2"x0.125"INTERNAL
„ 1."N"NUMBER OF SCREWS IN ANY
1.A7"SUPER GUTTER MAY BE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2" BEAM "B" "N" "Ni" "Si""S2" 'S3', S4" DIRECTION. RECEIVING CHANNEL OR PROFESSIONAL ENGINEER SEAL
INLENGTH. 2.TOTAL NUMBER OF SCREWS PER EXTERNAL0.125"ANGLECLIPATTACHED OPTION
2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. �. 1 JOINT EQUALS 4 TIMES"B". W/(3)#12x3/4"SMS EA.LEG
CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE 2X5 16 5 4 1 1 � 1D" 5" 3.PLATE WIDTH SHALL BE #2 ENGINEER OF RECORD
UP TO A 2"X4"FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. 2X6 18 6 5 1" 1 6' 12" 6" DETERMINED FROM ANGLE OF 2"x3"EAVE RAIL
2X7 20 6 6 1" 1" 14" 7„ BEAM AND MIN.SPACE REQUIRED. 1-1/2"x6"x0.125"FLATBAA x David W. Smith P.E.
GUTTER BRACKET&BEAM ATTACHMENT DETAIL 34.GUSSET PLATES EXTERNAL. ZX
N.T.S. 2X8 24 7 7 1 ' 18" 16" 8" S.INTERNAL SCREWS FOR PURLIN W/6#12x3/4"SMS
s 1 CONNECTION MAYBE INCLUDED IN 3@ EAVE RAIL O FLORIDA LICENSE NUMBER:53608
2X9 32 10 8 116" 1B" 18" 9" 3@POST
TOTAL OF WLL HAVE Thomas L. Hanson P.E.
2X9 H 32 10 8 1 1k" 18' 9" 6.GABLE SPLICE WILL HAVE THE FASTEN RECEIVING CHANNEL PURLIN
2X10 40 13 9 1 1• " $" 20" 10" SAME PATTERN. TO BOTTOM OF EAVE RAIL 0 0.060"RECEIVING CHANNEL
W/(4)#12x3/4"SMS (1"x2"x POST SIZE) FLORIDA LICENSE NUMBER:38654
ATTACHED TO POST
OPTION#1:2"x 3"x PURLIN W/(3)#12x3/4"SMS EA.SIDE M ro n Max Neal P.E.DEPTH RECEIVING CHANNEL W/ BOTH ENDS SIMILAR #12 SMS BEAM SPLICE GUSSET DETAIL -OR- y
(3)#10X3/4"EA.LEG ATTACHING SCALE:NTS ALUMINUM UPRIGHT USE 2"x2"x0.125"ALUMINUM ANGLE
BOTH SIDES OF POST ATTACHED FLORIDA LICENSE NUMBER:86663
PURLIN TO BEAM OR EAVE W/(3)#12x3/4"SMS EACH LEG.
MEMBER
.060 REC.CHANNEL MIN. Joel Falardeau P.E.
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL FLORIDA LICENSE NUMBER:70667
SCALE:NTS Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
Services, Inc.
BEAM SCREWS 6272 Abbott Station Drive Unit 101
2"X4"SMB 8 Zephyrhills,rhills,fl.33542
2"x5"SMB 8 P Y
2"X6"SMB 10 Phone:(813)788-5314
ROOF BRACING 2"x7"SMB 10
CONNECTION DETAIL EDGE BEAM PER PLAN Fax:1-(866)-824-7894
2"XB"SMB 12
2"X9"SMB 12 2X ALUM. Email:erb@fbcplans.com
S'3 SCALE:N.T.S. 2"x10"SMB 14 Website:www.fbcplans.com
C.O.A.-#29054
ELF-MATING BEAM
FOR SLOPED BEAMS, SHALL BE NOTCHED 2X ALUM.UPRI HT DATE: 8/5/20
MAINTAIN ALL SCREW SPACING FOR UPRIGHT
PER PLAN
OPTIONAL:1"X2"OPEN ATTACHING# X ANDS FROM EDGE OF BEAM
DRAWN BY:SB
BACK ATTACHED TO HOST CHSIDEANGLETOBEAM DOOR
W/(1)1/4"0 CONCRETE EACH SIDE(1"MIN.SPACING)
SCREW LAG WITHIN 6" 2X3 SPECIAL MAY BE USED IN PLACE 5/B REVISION: DATE:
OFF BEAM&&@ 24"O.C.MAX OF 2X2 AND 1X2 COMBO EAVE RAIL
BETWEEN BEAMS
2"x2"EAVE RAIL SECTION RO 1
o (UNLESS OTHERWISE SHOWN O O 3/4"
ON S-2)-ATTACHED TO BEAM RO 2
o W/(4)#10x2"SMS INTO SCREW BOSS 0 0
00 r' RO3
1"x2"OPEN BACK EA
o RAIL ATTACHED TO UPRIGHT O
" o w/(2)#10x1-1/2"SMS INTO 1X ALUM.OPEN BACK
(B)-1/4"O CONCRETE SCREW G SCREW BOSS PROJECT ADDRESS:
W/1-1/2"EMBEDMENT INTO o #10x1-1/2"SMS 12"O.c TYPICAL SCREEN DOOR CONNECTION DETAIL
MASONRY
SCALE:NTS
(1-1/2'MIN.SPACING #12x3/4"SCREW NOTES:
OR (SEE TABLE ABOVE) GIBSON
N
(B)-1/4"0 X 2"LAG SCREWS SLOPED OR FLAT "(MIN)UPRIGHT 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM,
INTO WOOD(1'
2 LOCATIONS) SHEET FOR SIZE) 3. HINGES IN SPACING) ROOF BEAM(SEE ,.- 2, DOOR SHALL BE TO
SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4" MS. FASTEN A ENCLOSURE w/(3)HINGES MINIMUM, 6436 HUNTINGTON DR.T
BEAM "B" NOTES: 2"X2"X 0.125"ANGLE 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM
1.THE MINIMUM EDGE EA,SIDE OF BEAM END OF THE UPRIGHT, ZEPHYRHILLS FL 33542
2x4 1 DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE UPRIGHT TO BEAMCONNECTION-ALL WIND ZONES
2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED SCALE:NIS
2,IFA RECEIVING CHANNEL IS CMU OR WOOD) CONTRACTOR:
2x6 2 USED,USE TWICE THE NUMBER
2x7 3 "B"ANCHORS INTO THE HOST PATRIOT SCREENS
STRUCTURE.ALL MINIMUM
2x8 3 SPACING SHALL BE APPLICABLE.
NOTES
2x9 3 S2 BEAM TO HOST TO CONNECTION DETAIL
2x10 4 S_5 SCALE:NTS S- 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
UPRIGHT &FBC 6TH EDITION
SEE NOTE#5 SECONDARY ANGLE MIN OPTION#1 x##
(H)#12 X 3/4"SMS 0.125"THICK(NOT q $ � 1�
REQUIRED FOR 2X3 (4)#10 x 1 W"SMS OPTION#2 ' Fg w'
FASTENING SECONDARY 4
ANGLE TO COLUMN(TY MEMBER) INTO SCREW BOSSES ��„
EACH SIDE) PRIMARY 2"X 2" NOTE:2X4 SMB BEAM ONLY REQUIRES 4" "a' a i
WIDTH GUTTER BRACKET W/(2)1/4" ^
/RIGHT
1"X 5"OR 7"X6'WIDTH EXTRUDED GUTTER LAGS `�
(B)-3/8"0 CONCRETE SCREW BRACKET(THICKNESS OFLEG @ Lac =I
ANCHOR INTO SECONDARY (2)#12 X 3/4"SMS FASTENING SCREW SHALL BE 0.125'MIN.
.
COLUMN TO PRIMARY ANGLE 2"X2"OR 2"X3" 0.0625'ALUMINUM INTERNAL (4)1/4"LAG SCREWS @ 1-1 2 a
ANGLE(TYP EACH SIDE)(SEE O LONG LEG SHALL BE BEAM
MIN) /"
TABLE) 0 (TYP EACH SIDE) MEMBER OR EXTERNAL RECEIVING @ EACH BEAM W/(4) SPACING @ EA GUTTER BRACKET
CHANNEL W/(4)#10 X 3/4"INTO #10X3/4"SMS I"SPA &(1)@ 12"O.C.MAX-MIN EMBEDMENT m..
O 1"X 2"BASE MEMBER
INTO BEAM OR UPRIGHT.(2) INTO GUTTER LIP SHALL BE 2" /7
�
�] (TYP EACH SIDE) #12X 3/4"EA,LEG INTO GIRT OR EXISTING HOST r"'
2-1/2"ANCHOR SPAC. (1)-3/8"0 CONCRETE SCREW PURLIN-(0.062"ANGLE CLIPS w/ STRUCTURE
d ANCHOR INTO PRIMARY (2)#12x3/4"SMS EA LEG) s
(MIN)(TYP)(SEE TABLE) '. ANGLE AND @ 1/4"0 CONCRETE UPRIGHT OR BEAM-SNAP
3"(MIN) - SCREWANCHOR@ OR SELF MATING OR .r ,
24"O.C.BETWEEN COLUMNS HOLLOW " 1
(TYP EACH SIDE)
1/4"0 NOTES: PURLIN OR GIRT TO BEAM OR POST DETAIL 2XH • PROFESSIONAL ENGINEER SEAL
Concrete Screw 1.NUMBER OFANCHORS"B"IS EACH SIDE INTO THE SECONDARY SCALE:NTS BEAM •
Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
ENGINEER OF RECORD
Size B MS SSHALL BE pa AT AT ALL UPRIGHT LOCATIONS, C
n.S a 2•MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING '
2x3 LENGTHSATUPRGHTCONNE TIONSSHALLBEOFSUFFICIENT S SUPER GUTTER(5"OR7") David W. Smith P.E.
2x4 1 I 3" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT. 2"X 2"x1/16"(MIN) FLORIDA LICENSE NUMBER:53608
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS
3/8,.0 APPROVED ON THE S-1 NOTES PAGE. REc(H"MI CHANNE
H"MIN LENGTH) LII Thomas L. Hanson P.E.
Concrete Screw 4.2X3 W/iX2 CORNER POST SHALL REQUIRE SAME BASE (H)#12 X 3/4"SMS(TYP EACH SIDE OF CHANNEL)
Column Anchor CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES. (8)#12 X 3/4"EMS(INTO GUTTER) FLORIDA LICENSE NUMBER:38654
S.FORA 2x4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2)
Size 1.A 7"SUPER GUTTER MAYBE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2"
2x5 1 Mi .Spa 2FASTENING COLUMN TOANG ECLIP(TYP@EACHANGLECH SIDE.USE(2) /CLIP)S 2.THE HOST STRUCTURE SHALL HAVE AT LEASTA2"X4"FASCIAANDROOFTRUSSSYSTEM. Myron Max Neal P.E.
2x6 1 4" (4 TOTAL SCREWS ON EACH SIDE OF POST) CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE
2x7 1 5" 6.FOR A 2x5 POST:FOLLOW FASTENING DETAILABOVE USING(2) UP TOA2"x4"FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. FLORIDA LICENSE NUMBER:86663
2x8 2 3" 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(3)#12X3/4"SMS UPRIGHT OR BEAM
2x9 2 4" FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) KICK PLATE • -SNAP OR SELF GUTTER BRACKET&BEAM ATTACHMENT DETAIL
2x10 2 4.5 (5 TOTAL SCREWS ON EACH SIDE OF POST) ATTACHED TO ALUMINUM MATING OR N.T.S.
MEMBERW/(1)410 HOLLOW Joel Falardeau P.E.
3/4"@24"O.C.
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS • FLORIDA LICENSE NUMBER:70667
SCALE:NTS II Erik Stuart P.E.
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE KICK PLATE ATTACHED TO ALUMINUM MEMBER
SCALE:NTS
FLORIDA LICENSE NUMBER:77605
PRIMARY BEAM • PURLIN FBC Plans &En ineerin
(SEE SHEET S-2 fOR SIZE) g g
• Services, Inc.
• 6272 Abbott Station Drive Unit 101
2"X 2"X 0.125"ANGLE •
EACH SIDE OF BEAM • • Zephyrhills,fl.33542
• OPTIONAL Phone:(813)788-5314
Fax:1-(866)-824-7894
5OR7" "-X0.250 EXTRUDED GUTTER BRACKET
(A)-#12X3/4"SMS Email:erb@fbcplans.com
CONNECTING ANGLE TO BEAM 2"X2"X0.125"ANGLE Z-BRACKET 0.250" 5"OR7"-0.250"BREAK FORMED GUTTER BRACKET Website:www.fbcplans.com
(TYP 4 LOCATIONS) EACH SIDE OF BEAM C.O.A.-#29054
CARRIER BEAM W/(4)#12X 3/4"EA SIDE
2"GUTTER BRACKET REQUIRED
NOTE:"A"SHALL BEE UAL TO THE PRIMARY BEAM DEPTH AT PURLIN ATTACHMENT
Q' POINTS w/(2)#12 X 3/4"SMS (1)1/4"LAG SCREWS @ EA.GUTTER DATE: 8/5/20
IN INCHES(LE.A 2X6 PRIMARY BEAM SHALL HAVE(6)#12 CARRIER BEAM INTO GUTTER LIP BRACKET&(1)@ 12"O.C.MAX-MIN
SMS(TYP 4 LOCATIONS)). FLAT OR SLOPPED OPTIONAL:(PREFAB
EMBEDMENT SHALL BE 2" DRAWN BY:SB
(SEE SHEET S-2 FOR SIZE) 1"R250.045"oPEII
S4 CARRIER BEAM CONNECTION DETAIL BACK W/ANGLE
&
SCALE:NTS PURLIN TO CARRIER BEAM CONNECTION DETAIL (1)#12X -1AN GLE& REVISION: DATE:
S 4 SCALE:NTS 2-1/2"@ 24"
O.C.OR OPTIONAL
2"x2"x0.045" RO 1
3000 PSI CONCRETE WITH RO 2
45 DEG. WELDED WIRE OR
�8" CORNER U SET ANGLE BRACKET TOP OF FIBERMESH PURLIN
GRADE ASTEN WITH (9) 12 X 3/4 S.M.S. CONCRETE 00 RO 3
CORROSION RESISTANT o 0
TO STRUCTURAL WALL MEMBERS 1/8"STAINLESS 3� c
STEEL CABLE d : d
B, (1)#SREBAR CONTINUOUS W/25" 5/16" EYE BOLT 3/4,. PROJECT ADDRESS:
OVERLAP AT ALL JOINTS ON 3" d
CHAIRs W/DOUBLE NUT$ Q G 2"x 2'S)"X ALUMINUM THE HOST STRUCTURE SHALL
TYPE 11 MONOLITHIC SLAB LOCK NUT&WASHERS '1-1/2 • ANGLE w/(4)#12 x 3/4" HAVE AT LEAST A 2"X4"
MODERATE SLOPE FTG CORROSION RESISTANT • SMS INTO PURLIN ON EA FASCIA AND ROOF TRUSS GIBS ON
N
1-1 4"X 7-1 4"x 1 8' SIDE
SYSTEM.CONTRACTOR SHALL
SLOPE:2":12"-3":1T' \ 000 ALUMINUM FLAT BAR W/ 1" &(4)12X1-1/2"INTO VERIFY THIS AND IF6436 HUNTINGTON DR.
NOTES FOR ALL FOUNDATION TYPES: (2)3/8"O X CONCRETE GUTTER SMALLER-CONTRACTOR
• SCREWS(MIN 33/4" SHALL BRING STRUCTURE UP
BEARIING1.THE OUNDATIONS SHOWN ARE BASED ON A PRE SURE OF 1,500PSF.THE BEARI GCIAPACInTYOFTHE •SOIL
EMBEDMENT) TOA2"X4"FASCIA AND ZEPHYRHILLS FL 33542
ENSURE LESS THAN A 2'-0"
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING • OVERHANG.
OF CONCRETE. NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN Al GUTTER BRACKET&PURLIN ATTACHMENT DETAIL
2.THE SLAB/FOUNDATION MUST BE CLEARED OFALL DEBRIS,AND 1/8" STAINLESS STEEL HD 3/8"O SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY S N.T.S. CONTRACTOR:
COMPACTED PRIOR TO POURING OF ANY CONCRETE. 7x7 CABLE W/ MIN OF 880 LBS.W/EDGE DISTANCE AND SPACING SHOWN.
3,CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. (2) CLAMPS FOR 4"CONCRETE SLAB ONLY:USE 3"A.S.T.M.A-36 STEEL CLIP WITH
2-3/8"X 3"SLEEVE ANCHORS TO CONCRETE DECK.THIS CLIP MAY ALSO BE PATRIOT SCREENS
TYPE II MONOLITHIC SLAB/FOOTING USED ON TOP OF CONCRETE SLAB.MAINTAIN 2"MIN.EDGE DISTANCE.
SCALE:NT B
S 4 REFER TO AAF GUIDE TO ALUM.CONST.IN HIGH WIND AREAS,PAGE 1-47(C10/1) NOTES
45 DEGREES
APPROX. CABLE TO FOUNDATION CONNECTION DETAIL S -4
SCALE:NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION gg
_"t \,.i .
SXr yy- 4'� '. & "r 4
- t kyw;r :N38
t � 3)
ç4
PROFESSIONAL ENGINEER SEAL
5"OR 7"X 4"WIDTH X 0.250"
EXTRUDED GUTTER BRACKET @ ENGINEER OF RECORD
5"OR 7"X 6"WIDTH X 0.250" EA.SEAM
EXTRUDED GUTTER BRACKET @ INTO CARRIER BEA 3"RECEIVING CHANNEL David W. Smith P.E.
EA.BEAM W/(4)#12 X 3/4" W/#10 X 4"SMS FLORIDA LICENSE NUMBER:53608
SMS INTO GUTTER LIP 1-1/4"NEOPRENE
WASHER @ 8"O.C.PER Thomas L. Hanson P.E.
PRIMARY BEAM PANEL FLORIDA LICENSE NUMBER:38654
(SEE SHEETS-2 _-_-_-_-_-_-
FoxslzE) \ / \ - ------------ Myron Max Neal P.E.
FLORIDA LICENSE NUMBER:86663
3"COMPOSITE II Joel Falardeau P.E.
® PANEL ROOF
FLORIDA LICENSE NUMBER:70667
® Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
2"X2"X0.125"ANGLE
W/(4)#12X 3/4"INTO (4)#12X3/4"@ EA FBC Plans&Engineering
BEAM&(4)INTO GUTTER BRACKET CARRIER BEAM
Services, Inc.
GUTTER EA SIDE &(1)@ 12 O.C.MAX. (SEE SHEET S-2
6272 Abbott Station Drive Unit 101
FOR SIZE) Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DATE: 2/24/20
ROOF &CARRIER BEAM TO GUTTER CONNECTION DETAIL DRAWN BY:SB
SCALE:NTS
REVISION: DATE:
RO 1
RO 2
RO 3
PROJECT ADDRESS:
GIBSON
6436 HUNTINGTON DR
ZEPHYRHILLS,FL 33542
CONTRACTOR:
PATRIOT SCREENS
NOTES
S - 5