HomeMy WebLinkAbout20-94 D �
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r Grimm City of Zephyrhills PERMIT NUMBER
z 5335 Eighth Street
Zephyrhills, FL 33542 BAR-000094-2020
"{ Phone: (813)780-0020
•
Fax: (813)780-0021 Issue Date: 05/21/2020
Permit Type: Add/Alter (Residential)
Property Number I Street Address
1126 21 0010 05200 0130 5802 12Th Street
Owner Informations Permit Information Contractor Information
Name: KEVIN MANASCO Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
Class of Work:Add/Alter Residential
Address: 5802 12Th St Building Valuation:$7,700.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)479-7148 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 r
Total Valuation:$7,700.00 zfi
Total Fees:$370.50 l
Amount Paid:$117.75 r
Date Paid:5/21/2020 3:44:05PM l►�n
Project Description
CONSTRUCT SCRN RM W/ALUMINUM ROOF
Application Fees
Building Permit Fee $78.50 Building Plan Review Fee $39.25
Mechanical Plan Review Fee $22.50 Building Permit Fee $78.50
Building Plan Review Fee $39.25 Plumbing Permit Fee $45.00
Mechanical Permit Fee $45.00 Plumbing Plan Review Fee $22.50
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fa)A18-780-0021
Buildinj Department
Date Received s �13 ��� _
Phone Contact for Permitting
Owners Name Ct/I p� 'F�wc7LA�1 mpfi a(> Owner Phone Number
Owners Address 0 U� TJIQ� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address ` _ %�
JOB ADDRESS S'O, b' / LOT# ?�
SUBDIVISION PARCEL ID# 'f-rp—ZI
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
F INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK FRAME = STEEL =
DESCRIPTION OF WORK �( �L�'2;tiacc"L T i!_f,Y�- OF) 51 'o
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING t k&JL IL$ VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ J AMP SERVICE = PROGRESS ENERGY W.R.E.0
=PLUMBING $ '
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY �RTZtIJ sCflAer6 ff�JL^
SIGNATURE (� �! 'REGISTERED Y/N FEE CURREN Y/N✓1
Address O VAIP� ��� License# sCL 12-0 q I l
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y!N
Address License#
!Intl!!"!!! 1'i"![!!i"!"!!i!! I!!.!!liiti!!_E.9(ifi!!(E!li-ii !!!i!a all Ia!!!-E!!!i'.
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stommwater 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.
5
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(far 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
1
^ J
a
ills
City of Zephyrh
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ir1� � hSY1 �-
Date Received: 0,�
Site: d -514
Permit,Type: s-mt n Aoa w, 'I 3 J� X/FVSvl/4r�'c�=t�
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 plates.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
C..:�:,.b•:nc+i{�::.:::�=KY.LSY..:::.......:'tv:.,;su:..+::..;'.u::.3:a,+:1.i+::::c+�r.:.r:.4s:S:tu:.:�r'�:c�nv.'-:l:::itf4.::ise.Gaa::....._ia::..+..a+_:au:4::T:.4:: .r:u�..:nlL 1»'_'i:::..:«1v.�::a.:w;•• J»:a�a�....:.:�:+ry. i c .... ... .... .. ,...
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building bepartment
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 1,the applicant,
have been provided with a copy of the"Florida Construction Lien Law—Homeowner's 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
CONTRACTOWSIOWNER'S AFFIDAVn•: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/WastewaterTreatment.
- 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.
understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"W 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 Olticlal 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 CONTRACTOR
Subscribed and swom to(or affirmed)before me this Subscribed and swo foT m his
by _ t
Who istare personally known to me or hasihave produced Who istar rsonally known to or hest -is produced
as identification. s identificafl n.
Notary Public o ry P blic
o.Commission No. Commissi n N
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
,■r.r
JACQUELINEBOGES
:Commission#GG 276467
December 12,2022
Aires
Bonded Ttw Troy Fain lltsuranoe 800-US-7019
INSTR#2020075235 OR BK 10102 PG 2161 Page 1 of 1
05/15/2020 10:50 AM Rcpt:2162164 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Phsco County Clerk&Comptroller
Permit No. Parcel ID No ll-o`G-o2/-A7/0-05doU-b/30
NOTICE OF COMMENCEMENT
State of i'1 092 b Ilk
((��
County of NA Sao
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real properrttyy and In accordance with Chapter 713,Florida Statutes,
the following Information Is provided In this Notice of Commencement:I t-2(o L 1-LY>lo-OSa�'0130)S3 0Z/L 1-rST-
1. Description of Property: Parcel Identification No.(1j:j4 A?gj4Ra t15 Ply{j 4LaZ Ldr tatif tllr-kSa.cite 90WACY Sal
Street Address: .!$Cod jar"sr�T
T on;���•,, L7cuT ''?2. General Description ofImprovement Tll 3Trs 4kd of�Pa> c a7• .
Stab
3. Owner Information or lessee Information If the Lessee contracted for the Improvement:
ke A j--Dt6o�k AIANhSco
S8ci2 IZ�H �neaT 7��lfwnh•Ils �3��
Address Cily State
Interest in Property: Qi.l►f«
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address State
r.4. Contract.,.
ontracto PRTA�a\ Sar.s �+'rC Cif
( e fft- 'N• Z 1 .ch�IS r4 3sSt/o
Address ,/ City Stale
Contractor's Telephone No.: N3-2L8 r SI
i
5. Surety: N A s
Name O y
1
Address City State
Amount of Bond: $ Telephone No.: 0 Co C U L O :D
U C
6. Lender. /�IA- (f) EC
+ Cq
Name 4• tCiO 0 rn Y
Address City State N-00
Lender's Telephone No.: O Y C 'N-O
i-;Mo
7. Persons within the State of Flodda designated by the owner upon whom notices or other documents may be served as provided by O o-Section 713.13(1)(a)(7),Florida Statutes: Q Q)�t Name T t0 L U c�
�
v U Q � O lL ,
%T
Address City State C) O_L Co O
Telephone Number of Designated Person: --// Li, U O E .0 (6
8. In addition to himself,the owner designates N Of— N N �- Q O
to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b),Florida Statutes. N d) - : N
7
Telephone Number of Person or Entity Designated by Owner. N Co 3 Z 0- m
B. Expiration dale of Notice of Commencement(the'expiration date may not be before the completion of
coon ttructionfand final payment to the
contractor,but will be one year from the date of recording unless a different date Is specifled): GLOM
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 notice of commencement and that the fads stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDACOU
ff [/�M /� /G/�/(�/yr•¢ a o
TERRY ORMOND Signature of Owner or Lessee,or Owners or Lessee's Authorized -
MYCOMOSION00072204 Officer/Diredor/Partn onager
E30?1 B 1:Febnrary 12,2021
Signatory's Tit Office
The foregoing Instrument was acknowledged before me this Aday of AO 2)by T ft
as (type of authority,e.g.•officer•trustee,attorney in fad)for
(nam of party on bah 8 f whom Instrument as executed).
Personally Known 6B Produced Identification❑ Notary Signatu �L6�/ate
Type of Identification Produced Name(PdnQ
wpdaia/bcs/no0cecommencemert_pc053048
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......•.a...�...�... .,...t�..n.....�.. .....��......� ..................... ..... ... ...V=xlf:-0:.:�iW.......... r.... �. .....�y-J��-s��'.'J-.J/."nA'���TT '.:uZ'J:1.:::..�L4.4'.�"t..a::� X::x�:L.l�a�..... .. ..� ....
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I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
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 COMPLIANCE WITH ASCE 7-10,
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITIOft
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL t
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, � f
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. "��-•w�� p �*`
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED �'� ll(�
Q CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE.
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN a
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAYBE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO '
I OI' v
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR SCREEN ROOM ON EXISTING CONCRETE
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 A r e
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
DESIGN DATA: ; z
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I PROFESSIONAL ENGINEER SEAL
WATER REDUCING AGENT-ASTM C 494. G-185. 3. WIND EXPOSURE: B
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. INTERNAL COEFFICIENT: +/-0.0 ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" ROOF(MWFRS): 20 PSF 5. WIND LOADS:
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE.
David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID SCRE N WALLS: 23 PSF FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR LI RECOMMENDATIONS. ASTM E 1300 THE PROPOSED STRUCTURE. Thomas L. Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 7. SOLID ROOF TYPE: 3"X.024 COMPOSITE PANEL FL#7561 OR EQUIV. FLORIDA LICENSE NUMBER:38654
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B LI SPALLING OR OTHER DETERIORATION. ASTM C94 Myron Max Neal P.E
ASTM C150 FLORIDA LICENSE NUMBER:86663
ASTM C33
B.MASONRY:
CONCMASONRYUNITS(CMU) ASTM C494 SHALL BE STANDARD ASTM C260
L RETE LI Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FLORIDA LICENSE NUMBER:70667
TYPE M OR S MORTAR. ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION ALUMINUM STRUCTURAL MEMBERS LI
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS:
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2 x 2:---------------------------------------2"x 2"x 0.044"
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3 x 2:---------------------------------------3"x 2"x 0.050"
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" FBC Plans &Engineering
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO T 1.TYP--TYPICAL
HE 2 x 3:---------------------------------------Z"x 3"x 0.070"
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR 2 x 4:---------------------------------------2"x 4"x 0.050" Services,Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
4.CONT--CONTINUOUS 2 x 5:---------------------------------------2"x 5"x 0.050'
Zephyrhills,fl.33542
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF S.VIF--VERIFY IN FIELD ALL WORD SHALL COMPLY WITH PREVAILIN(
Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY:
0.024"SHALL APPLY. OPEN BACK SECTIONS CODES FLORIDA I3UILDING CODE, Fax:1-(866)-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040" NATIONAL ELECTRIC CODE, Website:www.fbcplans.com
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" p ns.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE AND THE CITY�1F
CODES,LOCAL ORDINANCES,ETC. -7EpHYRHILLS FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, ORDINANCES
SNAP SECTIONS MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 Sna 2"x 2"x 0.045" DRAWN BY: SB
EDITION Snap
( CONDITIONS. 2 x 3 Snap:---------------------------------2"x 3"x 0.050" DATE:5/12/2020
ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 Snap 2"x 4"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SELF MATING (SMB) RO 1
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" REVIEW DATE MAY Z
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 1 RO 2
USING#12 SPACING MAYBE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB: 2"x 5"x 0.050"x 0.118" CITY OF ZEPJHYRHIL
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" nI p N E RO 3
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" f LI XAMINER
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" RO 4
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS 2 x 9 SMB: 2"x 9"x 0.072"x 0.224"
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS:
PROJECT
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" PRO JECTADDRESS:
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR MANASCO
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED S802 12TH ST
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. ZEPHYRHILLS FL 33542
FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. CONTRACTOR:
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL PATRIOT SCREENS INC.
NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FEC 6TH EDITION
P�•1
•
• 1Rip., n� T '�¢ tip
PRllrr dthR SEAL
ENGINEER OF RECORD
- X2 1I David W. Smith P.E.
/ �y�(L FLORIDA LICENSE NUMBER:53608
I .f� � Thomas L. Hanson P.E.
6 FLORIDA LICENSE NUMBER:38654
ç Li Myron Max Neal P.E
FLORIDA LICENSE NUMBER:86663
_—' (� /' �c "'"'�' Joel Falardeau P.E.
�1trP$ 01 xL�
24 Kn-.
FLORIDA LICENSE NUMBER:70667
L:/ LI Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
-
FBC Plans &Engineering
""—'- Services, Inc.
6272 Abbott Station Drive Unit 101
` Zephyrhills,hills,fl.33542
_—•-.-_�.-...�..._�_-_-_.w."-- �� I �. (+� Phone:(813)788-5314
Fax:1-(566)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: SB
DATE: 5/12/2020
REVISION: DATE:
RO'1
0 RO 2
RO3
, - ( RO 4
PROJECT ADDRESS:
MANASCO
5802 12TH ST
-._- . ._ ZEPHYRHILLS FL 33542
CONTRACTOR:
PATRIOT SCREENS INC.
PLAN &ELEVATIONS
- - #12 SMS W/10 NEO-WASHERS I HEREBY CERTIFY THAT I HAVE REVIEWED
@ 8" (USE THIS PLAN AND FOUND IT TO BE IN
EQUAL D.C..O( SE SCREW E LENGTH COMPLIANCE WITH ASCE 7-10,
FANEL
ASTEN 1X2X.044"TO ALUM. THICKNESS PLUS(1)INCH) &FBC 6TH EDITION
UPRIGHT W/#12X11"SMS FASTEN.060 REC.CHAN.TO
BACKSIDE OF 2"XH"EDGE BEAM
WITHIN 3"FROM ENDS&@W 'm
12"O.C. ST/AGGERED#10 MS W/3/4"
1"X2"OPEN BACK W/(H)#10 SMS W/3/4" ��
INTO SIDE FLANGES
2X(H ey
O p EDGE
@ 0 BEAM
ALUM.POST PER PLAN O O p UPRIGHT OR M €
APPLY EDGE BEAM W/REC.CHANNELS UNDERSIDE OF 2X_EDGE BEAM • -SNAP OR SELF m �s• e�c"
TO NOTCHED POST FASTEN.060 REC.CHAN.TO KICK PLATE MATING OR °✓ a�
ATTACHED TO ALUMINUM HOLLOW
MEMBER W/(1)#10
W/(4)#10 SMS W/3/4" 3/4"@ 24"O.C. c
a z c s s
1"X2"OPEN BACK CONTINUOUS EDGE BEAM POST STAGGERED
W/(2)#10 SMS W/3/4" • Y 3
INTO SIDE FLANGES
PROFESSIONAL ENGINEER SEAL
EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN.
NOTE: KICK PLATE ATTACHED TO ALUMINUM MEMBER
(2)#10 x 1-1/2"SMS MIN REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP. SCALE:NTS ENGINEER OF RECORD
OPEN BACK TO ALUMINUM POST DETAIL THRU SCREW BOSS OF
1"X2"OPEN BACK ROOF PANEL TO EDGE BEAM CONNECTION DETAIL David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
UPRIGHT
1/40 4� �
ECONDARYANGLEMIN Thomas L. Hanson P.E.
Concrete Screw .125"THICK(NOT FLORIDA LICENSE NUMBER:38654
Column Anchor (SEE NOTES)#10 X 3/4"SMEQUIRED FOR 2X3
Size B Mi .Spa FASTENING SECONDARYEMBER)
ANGLE TO COLUMN(1Y Myron Max Neal P.E
2x3 0 0" EACH SIDE) 2"X2" 2X ALUM. EDGE BEAM PER PLAN Y
2x4 1 3" P PRIMARY.125"ANGLE EXISTING MASONRY FLORIDA LICENSE NUMBER:86663
(B)-3/8"0 CONCRETE SCREW2 #10 X 3 4 SMS FASTENING WALL GROUTED
ANCHOR INTO SECONDARY ) / SOLID
ANGLE(TYP EACH SIDE)(SEE000LUMN TO PRIMARY ANGLE 00 @ CONNECTION Joel Falardeau P.E.
TABLE) 0TYP EACH SIDE) 2XALUM.UPR HT
3/8"0 0 "X 2"BASE MEMBER 0 0 PER PLAN FLORIDA LICENSE NUMBER:70667
Concrete Screw (TYP EACH SIDE) DOOR
1/4"0X2-1/2" Erik Stuart P.E.
Column Anchor ANCHOR SPA (1)-3/8"0 CONCRETE SCREW MASONRY SCREW 3"FROM
Size B Min.Spa (MIN)(TYP)(SEE TAB ) d ANCHOR INTO PRIMARY 2"x END BEAM END&@ 24"O.C. FLORIDA LICENSE NUMBER:77605
2x5 1 3" ANGLE AND @ 1/4"0 CONCRETE (SEE SHEET S-2 FOR SIZE)
2x6 1 4" 3"(MIN) SCREW ANCHOR @
2x7 1 5" 24"O.C.BETWEEN COLUMNS 2"x 2'x 1/8"x BEAM DEPTH"
2X8 2 3 NOTES: (TYP EACH SIDE) RECEIVING CHANNEL FBC Plans &Engineering
2X9 2 4" W/(1)1/4"x 3"CONCRETE OPEN BACK
1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR ANCHOR INTO WALL&
2x10 2 4.5" Services,Inc.
INTO THE 1X2. (4)#10 x 3/4"SMS EACH X ALUM.OPEN BACK
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT SIDE INTO BEAM 6272 Abbott Station Drive Unit 101
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW Zephyrhills,0.33542
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. TYPICAL SCREEN DOOR CONNECTION DETAIL Phone:(813)788-5314
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT SCALE:NTS Fax:1-(866)-824-7894
OF MASONRY ANCHOR SCREWS.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: Email:erb@Ibcplans.com
5. FOR A 2X4 POST:FOLLOW FASTENING DETAILABOVE USING(2) 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. Website:www.fbcplans.com 5. R2"X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS END BEAM TO HOST STRUCTURE DETAIL 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM.
FASTENING COLUMN TO ANGLE CLIP(1YP @ EACH ANGLE CLIP) SCALE:NTS 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A C.O.A.-#29054 DRAWN BY:SB
(4 TOTAL SCREWS ON EACH SIDE OF POST) 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM DATE: 5/12/2020
POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT.
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) REVISION:
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION
RO 1
SCALE:N.T.S.
RO 2
OPTION#1 RO 3
RO4
(4)#10 x 1W SMS OPTION#2
INTO SCREW BOSSES
-1<
<0 PROJECT ADDRESS:
4"3000 PSI CONCRETE SLAB WITH 6"X6"#10/10 WWM(OR
FIBERMESH)OVER CLEAN,COMPACTED SOIL. 'v MANASCO
BASED ON MIN.SOIL BEARING CAPACITY OF 1500 PSF 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL
5802 12TH ST
MEMBER OR EXTERNAL RECEIVING ZEPHYRHILLS FL 33542
CHANNEL W/(4)#10 X 3/4"INTO
•'*� :: INTO BEAM OR UPRIGHT.(2)#10
X 3/4"EA.LEG INTO GIRT OR I 22 GA.KICKPLATE INSTALLED W/ PURLIN-(0.062"ANGLE CLIPS w/ CONTRACTOR:
#10/3/4"@ 12"O.C. (2)#10 x 3/4"SMS EA LEG)
EXISTING CONCRETE PATRIOT SCREENS INC.
UPRIGHT OR BEAM-SNAP
OR SELF MATING OR
HOLLOW SCREEN ROOM
PURLIN OR GIRT TO BEAM OR POST DETAIL DETAILS
SCALE:NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
COMPOSITE PANEL ATTACHED THIS PLAN AND FOUND IT TO BE IN
TO HEADER WITH#12 X 3/4" OPTIONAL:1"X2"OPEN (9)-#12 X 3/4"SMS COMPLIANCE WITH ASCE 7-10,
EXISTING BACK ATTACHED TO HOST ATTACHING ANGLE TO BEAM &FBC 6TH EDITION
SCREEN WASHER/SEAL HEAD SCREW, " EACH SIDE(1"MIN.SPACING)
TOP AND BOTTOM @8"O.C. W/(1)1/40 CONCRETE
° $
ENCLOSURE SCREW OR LAG WITHIN 6"
OF BEAM&@24"O.C.MAX � � I= ,�
BETWEEN BEAMS * r 11
o r
ti$ r
H �q
® r
COMPOSITE PANEL ROOF o
FASTEN HEADER CHANNEL TO BEAM WITH (B)-1/4"0 CONCRETE SCREW 'a' - Rr'0
#12 X 3/4" SCREWS,2 ROWS STAGGERED 24"O.C W/2-1/2"EMBEDMENT INTO G e®» `^ ' '
MASONRY
(1-1/2"MIN.SPACING
OR
(B)-1/4"0 X 2-1/2"LAG SCREWS SLOPED OR FLAT
2XH(MIN)SMB INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE PROFESSIONAL ENGINEER SEAL
(TYP 2 LOCATIONS) SHEET S-2 FOR SIZE)
BEAM "B" NOTES: 2"x2"x0.125"ANGLE ENGINEER OF RECORD
COMPOSITE PANEL TO CARRIER BEAM D1.S ANCEE I 3"FORMUM EGHOSTOFBEAM
OOF BEAM(SLOPED OR FLAT) 2x4 2 DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE David W. Smith P.E.
2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED
2.IF A RECEIVING CHANNEL IS CMU OR WOOD) FLORIDA LICENSE NUMBER:53608
2x6 2 USED,USE TWICE THE NUMBER
(2)1/4"X 2 1/2"MIN. 2x7 3 "B"ANCHORS INTO THE HOST Thomas L. Hanson P.E.
LAG SCREWS @ BRACKET STRUCTURE.ALL MINIMUM FLORIDA LICENSE NUMBER:38654
&(1)@ 12"O.C. CARRIER BEAM-.... ,,,,,,,,,,, 2x8 3 SPACING SHALL BE APPLICABLE.
3"RECEIVING CHANNEL 2x9 3 BEAM TO HOST TO CONNECTION DETAIL Myron Max Neal P.E
2X10 4 SCALE:NTS
W/#12 X 4"SMS FLORIDA LICENSE NUMBER:86663
1-1/4"NEOPRENE 1"X2"MEMBER 2"X 2"X 0125"
WASHER @ 8"O.C.PER FOR SCREENING ANGLE EA SIDE
PANEL Joel Falardeau P.E.
_ SEE TABLE BELOW FOR FLORIDA LICENSE NUMBER:70667
#10 X 1-1/2"SMS @ SCREW SIZE&AMOUNT
12"O.C.(MAX) (TYP EACH SIDE,EACH
---------------------- - CON NECTIN LEG) Erik Stuart P.E.
.
-.. .. .. .
.. .. _ _ . _
1"X 2"TO CARRIER
-..
BEAM FLORIDA LICENSE NUMBER:77605
Roof 3/4"SMS
(2)#12 X 3/4"SMS @ Beam PER SIDE
Size PER LEG QTY
12"O.C.
F ANGL
1"X 5"OR 7"X4"WIDTH EXTRUDED FBC Plans &Engineering
#12
GUTTER BRACKET(THICKNESS OF LEG @ 2x5x4 #12 4 Services, Inc.
LAG SCREW SHALL BE 0.125"MIN.LONG 2x6 •T1
LEG SHALL BE 0.072" @ 2'O MIN .C.W SUPER GUTTER 6272 Abbott Station Drive Unit 101
) / 2x7 #14 6 Zephyrhills,H.33542
(4)#10X3/4"SMS 1"SPA.INTO GUTTER 2x82x9 #14 8 Phone:(813)788-5314
LIP 2x10 #14 9 Fax:1-(866)-824-7894
COMPOSITE ROOF TO GUTTER DETAIL 3"X 48"X0.024" Email:erb@fbcplans.com
SCALE:NTS BEAM TO CARRIER BEAM CONNECTION DETAIL 1LB FOAM DENSITY Website:www.fbCpl2ns.com
pQ SCALE:NTS COMPOSITE ROOF C.O.A.-#29054 DRAWN BY:SB
#12 X 4"SMS 1-1/4" PANEL
NEOPRENE WASHER 8"O.C.PER PANEL DATE: 5/12/2020
NOTE: REVISION:
(1)1/2"0 LDT CONCRETE SCREW TOP VIEW MINIMUM EMBEDMENT OF ANCHORS INTO
WITH 2-3/4"EMBEDMENT CONCRETE FOOTING SHALL BE 2-3/4"AT ALL RO 1
(MIN.EDGE DISTANCE 3") POST LOCATIONS.ALL SCREW LENGTHS AT RO 2
PER OUTER FLANGE na POST CONNECTIONS SHALL BE OF SUFFICIENT
LENGTH FOR REQUIRED EMBEDMENT INTO RO 3
" CONCRETE WHEN A PAVER DECK IS PRESENT.
(2)3/80 MACHINE BOLTS (4)3/g R0 4
WITH WASHERS OR ALUM.SQUARE COLUMN/POST THRU BOLTS
(4)#14 X 3/4"SMS EACH SIDE 2"X 2"X 0.125"ANGLE EXTERNAL WASHERS/NUTS
OR EQUIVALENT POST BASE PROJECT ADDRESS:
(1)1/2"0 LDT CONCRETE SCREW
WITH 2-3/4"EMBEDMENT OPTION#2: 2"x10"SMB BEAM(SEE MANASC0
(MIN.EDGE DISTANCE 3") FOR INTERNAL FASTENING(4)3/80 SHEET S-2 FOR SIZE)
PER OUTER FLANGE CONCRETE SCREW WITH 2-3/4"EMBEDMENT 5802 12TH ST
(MIN.EDGE DISTANCE 3"AND MIN.SPACING 2") POSTOUPRI H USEEGHT ZEPHYRHILLS FL 33542
UPRIGHT(SEE
SHEET S-2 FOR SIZE)
• : +'. CONTRACTOR:
ROOF TO BEAM CONNECTION
RIDGE/EDGE BEAM TO POST CONNECTION PATRIOT SCREENS INC.
FRONT VIEW SCALE:NTS
ALUM. SQ. POST CONNECTION SCREEN ROOM
DETAIL DETAILS