HomeMy WebLinkAbout19-20640 CITY OF ZEPHYRHILLS
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5335-8TH STREET
(813)780-0020 20640
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20640 Address: 7556 MERCHANTVILLE CIR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CRESTVIEW HILLS
Est. Value: Parcel Number: 35-25-21-0120-00000-0660
Improv. Cost: 10,000.00 OWNER INFORMATION
Date Issued: 1/18/2019 Name: SUAREZ, COREY/VENTON, ALEXIS
Total Fees: 135.00 Address: 7556 MERCHANTVILLE CIR
Amount Paid: 135.00 ZEPHYRHILLS, FL. 33542
Date Paid: 1/18/2019 Phone: (813)298-8714
Work Desc: INSTALL 15 X 20 SLAB W/SCRN RM
CONTRACTORS APPLICATION FEES
PATRIOT SCREENS INC BUILDING FEE 135.00
i
1U
0
- -Ins ections'Re uired
FOOTER 2ND ROUGH PLUMB Misc 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.
CONTRACTOR SIGNATURE PERMIT OFF16VR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
-
SURVEY OF: (DESCRIPTION AS FURNISHED)
LOT 66, CRESTVIEW HILLS, A SUBDIVISION ACCORDING' 7*0 THE PLAT: THEREOF RECORDED AT
PLAT B00K 53, PAGE 124, 1N THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
LOT 67
FIR 112" p•4' o
4Bjj"
_N_89*36'o_3" E 110.00- (P) _LP -s — _ 89°34'26' E 109.86' +iF� r, 4FIR Iffy
C7r�:t I ) LIST t3?,
r ,wm
20.5' ' 1 ,.-.
54.!' :ice of
ar...
0
20' 40' 6(}'
1 STORY E'0 -sa ,• 3!! !Li w
Sri 20.5' L_ MASONRY E. "_'` I j a a
SIDE1 " ems i u�3 ! cc; h� , 7 A& F r i zI N 10 c'• OE Ur r' = 1 , LOT 83
u7..:. ... = z GD O f s�- f�'
o
U8 1/2" LEE � '�,,,
® —. _ _ S ES9°36'i 3 W �110.05° (F) W _ u� ``` i ?B 44s3 `1 t,} .. . .., {� f-
Ua S $0 36 03 W 110.00 (P) 1 --,y---I a z @f
FIR 1/2" DE DE � -�ra i'17
LB 4493
LOT 65
CERTIFIED TO: 5119111 —
W 110 4 6 COREY S. SUAREZ, ALEXIS VENTON; :� STATE OF, ro
{F) FLORIDA
- - WELLS FARGO BANK, MA.: =f �% •--.,......- . � .,•
GULFATLANTIC TITLE A140 APPRAISAL, INC.; Surveyor.
FIR 1,12' OLD REPUBLIC NATIONAL TITLE INSURANCE
-1 APPEARS TO L1E IN FLOOD ZONE(S) X FLOOD INSURANCE RATE MAP'COMMUNITY PANEL No. 120230 0295 D DATED: 9 30 92 S ].� E E 1 1 O F i
TYPICAL LEGEND P/E =POOL EQUIPMENT H/U - HEATING AND/Of? COQUNG UNIT l � Gam. .1 9g.+ .l. � ����
IV IV- PERFORMED TO VERIFY THE LOCATION OR DaSTENCE OF ANY WV � WATER VALVE WIC - WELL EQUIPMENT FCM e FOUND CONC MONUMENT' NOT VALID WITHOUT ALL SHEETS
'IMPROVEMENTS. STRUCIURES, OR FOUNDATIONS _ 01 •� GRATE INLET VN = WATER METER PLS - PROFESSIONAL LAND SURVEYOR (f�($m 9USyNESs,¢JJ67 S L9 ice#V�c Yl i�!S"a INC.
WELL PIPE J.: - CENTERLINE SIR SET Ile IRON ROD @ GP M J4542 DRAWN CHECKED TYPE OF DATE OF
_..,..,_._ ..._.....,,,, 17921 CROi?fC'ED LN.. LUTZ R .3.354E(813) 321-7372 FAX: (EI3) 315-6124
411
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: `r Vc/f�1S C
Date Received:
Site:
Permit Type: c`3 GY'/c !`A,, �Sl�U� Gt�� 1,51-2,
Approved w/no comments:0 Approved w/the below comments: Denied w/the below comments:
Ila zet-.rl- -s-el-6c.,
This comment sheet shall be kept with the permit and/or plans.
DEC 2 8 2010
Kalvin Switz =Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-760-002o City of Zephyrhilis Permit Application Fax-813.78"021
Budding Department y
Data Received Phone Contad for Permitting DO'r/
Z �
Owner's Name [�/t�J— �Gl/f(1G Z Oumer Phone Number
O..e.Address /� tit 4 C(Az& Owner Phano Number
Fee Simple TAtohotder Name, Owner Phone Number I I�
Fee Simple TiUeholder Address (yy
JOSADDRESS /r/Lt r� �LOTS
SUBDIVISION C Yj J tYl/is PARCEIL 110
(oMn t0flW FR0U PROM-6M Tree roTux)
WORK PROPOSED NEWCONS7n� ADDIALT SIGN ® = DEMOLISH
Eff LL INSTA REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION 0 BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK I�"/ I6 ka' `J l�b ct �s Cd/ -cal`�a /rSJ�r►1 t$c l P "1
��BUILDING SIZE so FOOTAGE U01 H.11W fJ j
UILDING S %� Ul_ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
QPLUMBlNG is
-1 V
=MECHANICAL 5 VALUATION OF MECHANICAL INSTALLATION t I
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER
COP Y
SIGNATURE REGISTERED Y/ N fg CUiZ2Er. Y I N
Address A, License#
ELECTRICIAN COMPANY
SIGNATURE CC REGME ED Y/N FM Gout Y 1 N �
Address I Ucense# —T !
SLIMIER COMPANY
Y
SIGNATURE REGISTERED Y!N FEECIJRREn
Address License#F—
MECHANICAL COMPANY
I
SIGNATURE F aEEc,a"STe�aED YIN FEE ptWiF.f. LyjN
Address { License#
OTHER COMPANY
SIGNATURE F RE$STERED Y,/N FEE CURRE1. Y/N
Address License#F_
rrrsesssfisrtseiestrteeereteaestaeree >tes � osss � sieeessse � eis � s >t � � � ss �
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)wodcing days after submittal date. Requ'sed onsite,Construction Plans,SiomwAAer Plans w/Silt Fence installed,
Sanitary Fardihies&1 dumpster,Site Work Permit for uOdivisionsliarge projects
E COMMERCIAL, Attach(2)complete sets of Budding Plans plus a Life Safety Page-,(1)sit of Energy Forms.R-O-W Permit for new conshuction.
Minimum ten(10)working days after submittal date. Required onsd%Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Ail commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY wired for all NEW construction.
Directions:• '
Fill out application cornpleft.
Owner&Contractor sEgn back of application,notarized
If over$2500,a Notice of Conunencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)woad be someone with notartted letter from owner authorizing same
OVER THE COUNTER PERMITTING ' (copy of contract required)
Reroofs'd shingles Sewers Service Upgrades A/C Fences(Plat/Survey/Footage)
Driveways-Not over Counter if on public roadways-needs ROW
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 Divisiori—Licensing Section at 727-847- 1
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign t
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 IMPACTIUTILITIES 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 he 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—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
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 i
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. f
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks. H
US Environmental Protection Agency-Asbestos abatement. j
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
s 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 maybe 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 sucfi 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) y _
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this $yt�scn a om to affirmed)before me the
by f b-a� iU/1�5 hay r 5/
d Who is/are personally known to me or haslhave produced Whir pens all knoknown to me or haslhave produced
t as identification. asidentification.
Notary Public Q Notary Public
1
Commission No. Commission
JACQUELINEBOGES
Name of Notary typed,printed or stamped Name of Nola typed nt�udo_ i
.41
.wig
� 11111i111fli11111111111111illilllliii111111111lD�1111111111
2018209120
. Rapt:2O13424 Rea: 10.00
DS: 0.00 IT: 0.00
512/14/20
j18 E,.I,M,., Dp�tny Clerk
Permit No. ParcollDNO
NOTICE OF COMMENCEMF e
State of �1/'o c Ao County of `
THE UNDERSIGNED hereby gives notice that Improvement will be made to cortaln real property,and In accordance with Chspier 713,Ftgrida Statutes,
the following Information is provided In this Notice of Commencement: S'-ice ('U f�P- -10 �5�jr'r /Yl riLs/ W lG Piw
1. Description of Property. Parcel identification No.C- yr w�(ia P13.53 06,&4 Lctw d4 S7
ry�^7 r''•93
Street Address: !S '& E 6 h !? /
2. General Description of Improvement� 411 /{�X�o S(ab w"5r—4&Ve Z�1.5a/R 2oa S7.t'?rrJ eDU't
3. Own r I formaiton or Jesse informallon If the Lessee contracted for the
�Im prrovement:
ma
Address city stab
Interest in Property. t n
Name of Fee Simple Titleholder.
(if different from Owner listed above)
Address City State
4. Contractor.
Fs'+t�'a (ate inn• '?eAit�4rdis (ter.
Address Q city Stale
Contractor's Telephone No.: r�6- t/7o o'Y�GS� __``�� *•
5. Surety. 4, py�v
Name �r
a I
Address City State 4b v. •
Amount of Bond:5 Telephone No.: d co
00�7 •
/� c
S. Lender. " A
Name " p
Address CRY State ��
Lender's 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 `4
Section 713.13(1)(a){7) Florida Statutes: * f
Name T r t3S Y
0 0=
Address City State > Z J
Telephone Number of Designated Person: Z U 0
0 r
,t/�A.
8. in addition to himself,the owner designates of— M� 0 Z W N I-- W
to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b),Florida Statutes, f3.W LU Cn CL 0
Telephone Number of Person or Entity Designated by Owner. ® � _ luuu-- �
>-LL � O
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of nstruction and final pa enl the } LU IL/ r',,� OOcontractor,but wilt be one year from the date of recording unless a different date Is specified): �9��f 5 1 'oi�r �—�� >- 0 aS
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 0 i1 a 0
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN 0 Q O 0 UJ
RESULT IN YOUR PAYING TW10E FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICEr OF COMMENCEMENT MUST BE Z 0 0 �
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 DG•° IF- � d Q 0
of my knowledge and beget 0 LL. :r
—I 0
STATE OF FLORIDA �!� RZ C?C)
COUNTY OF PASCO Y"( G /����- �~ V,,, 0�, �
rgnat f Owner or Lessee,or Owners or Lessee's Auth rized Uj
Ofcer/Director/Partner/Monager LU Ca Q J
F _
LL! '—
M� Signal ry'sTRla! ffi'cceve O - Q
The foregoing Instrument was acknowledged before me thl day of_ 2'2 by
CO
as ( a of a on ,e.g.,of5 Ste ,a y In fad)for
(name o r behalf of o nst e t was ecu d).
Personally Known El 2R Produ did Mill on' Notary Signature _
Typo of Identification Produced uttttff/r1f/�lame(Print)
,N �M.HIEp. //1j11i'
PAUIn S.0'NEIL,Ph.0.PA5C0 CLERK 8 COMPTROLLER:
12/14/2018 101jam 1 .of 1
OR eK PS: 2204
enr!0 It
wpdata/bcstno9cecommencement_pcO53048 �4��/q rye.... y't�t `����
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
�,���tIllr j..
(1)-1/2"p LDT CONCRETE `�
SCREW WITH 2-3/4" �� U * � '..
EMBEDMENT(MIN EDGE NOTE:MINIMUM EMBEDMENT OF FOR CONCRETE SPECS: [-� ��•••�• Io
DISTANCE_3-) ANCHORS INTO CONCRETE FOOTING SHALL SEE GENERAL NOTES PAGE V . ����`y,� ®`
PER OUTER FLANGE BE 2-3/4"AT ALL POST LOCATIONS ALL SECTION A.CONCRETE AND FOUNDATION DESIGN ^ i `+t/,
* #i
SCREWLENGTHSAT POST CONNECTIONS •
•
SHALL BE OF SUFFICIENT LENGTH FOR ® �- sC7v CO LL Jr FK'"
REQUIRED EMBEDMENT INTO CONCRETE m. a L
FOOTING WHEN A PAVER DECK i5 PRESENT. (12"BOX GRID OUT OF#4 REBAR) •W 0 W
(1T'BOX GRID V O.C MAX) Q (� ^ * i Q•(2)-3/8"0 MACHINE (1)#5 REBAR (1)#4 REBAR
BOLTS WITH WASHERS TOP VIEW (1)#5 REBAR
OR(4)#14X EA. SIDEMS UM.SQUARE COLUMN !�, �# • ••;`��
EA SIDE
2'k2"x 0.125"ANGLE EXTERNAL
OR EQUIVALENT POST BASE kt-
(1)-1/2"p LDT CONCRETE -
SD EW WITH EDGE 3000 PSI CONCRETE MIN. PRO
EMBEDMENT(MIN EDGE OPT.#2:FOR INTERNAL FASTENING N 0 O
PER OUTERDISTANCFLANGE (4)-3/8"0 CONCRETE
SCREW WITH 2-3/4" ENGINEER OF RECORD
EMBEDMENT DISTANCEN EDGE 0 David W. Smith P.E.
=3" Q
•O'd •,, MIN SPACING 2") CV FLORIDA LICENSE NUMBER:53608
00 Thomas L. Hanson P.E.
STANDARD SLAB&FOOTER
• a FLORIDA LICENSE NUMBER:38654
I
FRONT VIEW Mark Ronald Dunn,Jr.
(1)#5 REBAR r3 A » (1)#5 REBAR P.E. �.L`t FLORIDA LICENSE NUMBER:73968
POST CONNECTION DETAIL
SCALE NIS
CONCRETE LEDGE DETAIL
Joel Falardeau P.E.
SCALs:NTS FLORIDA LICENSE NUMBER-70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
P C
BREAK FORM HEADER OR FBlans&Engineering
RECEIVING CHANNEL S S,Inc.
6272 Abbott Station Drive Unit 101
#10 SMS AT EACH RISER Zephyrhills,fl.33542
Phone:(813)788-5314
FOR PAN OR#10 SMS @ Fax:1-(866)-824-7894
8"O.C.FOR COMPOSITE PANEL
Email:erb@tbcplans.com
Website:Www.fbcplans.com
4 SOLID ROOF C.O.A.-#29054 DRAWN BY:SB
DATE:
A c REVISION:
d RO 1
R02
#10 SMS @ 8"O.C.
FOR COMPOSITE PANEL RO 3
(4)#10 SCREWS PER 12"
R04
WIDTH CONNECTING
PAN TO HEADER(BOTTOM
OR BACK OF PAN) PROJECT ADDRESS:
1/4"MASONRY ANCHORS SUAREZ
24"O.C.(2)ROWS STAGGERED INTO
HEADER OR CHANNEL TO HOST. 7556 MERCHANTVILLE CIRCLE
(z"MIN.EMBEDMENT) ZEPHYRHILLS FL 33540
S1 ROOF PANEL TO HOST CONNECTION DETAILS
EII-3 SCALE:NTS CONTRACTOR:
PATRIOT SCREENS INC.
SCREEN ROOM
DETAILS C
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
PURLIN
#12 X 4"SMS1-1/4" (SEE SHEET S-2 FORSrtE)
NEOPRENE WASHER
2"x 2"x 3"ALUM B"O.C.PER PANEL 3"X4B'COMPOSITE ROOF
ANGLE EASIDEw/ PANEL E--
CARRY
mrS�` U # O
(H)#12 x 3/4"INTO #10 X 2"SCREWS @
PURLIN&(H)#12x3/4" 1"X5"X6"WIDTH EXTRUDED GUTTER 12"0.C.MAX AND s•3"�•••••••••••' , �
INTO CARRIER BEAM
BRACKET(THICKNESS OF LEG @ LAG (4)@ EACH BEAM STRAP , . - •
SCREW SHALL BE 0.125"MIN. aR i •
LONG LEG SHALL BE 0.072"MIN) 2"x2"X0.12S"ANGLE �' coZ O Q 6" • wl s
@ 2'O.C.W/(4) fiACHSIDEOFBEAM
#10X3/4"SMS 1"SPA. W/(4)k10X 3/4'EA SIDE Q U ^ *IW • Q
INTO GUTTER LIP •
(4)BOLTS FOR 2X8 SMB CARRIER BEAM s ,; o ~ O
(3)BOLTS FOR 2X7 SMB r • • Z ��.•� ��
PLAT OR SLOPPED.
(SEE SHEET S-2 FOR SIZE) X40 �•• •�(,����
ZX(H)SMB
{ o
ROOF BEAM PURLIN TO CARRIER BEAM CONNECTION DETAIL
xH'
SCALE:NTS
2" � •
(Y)3/8"ø SMB PROF t
THRU BOLTS BEAM
2"xH"SMB GUTTER BRACES (SEE ENGINEER OF RECORD
CARRIER BEAM REQUIRED AT 24"O.C. SHEET
SUPER GUTTER S-2 David W. Smith P.E.
UPRIGHT OR POST (5"&7") FOR FLORIDA LICENSE NUMBER:53608
SEE SHEET S-2 FOR SIZE)
SIZE GUTTER TO BEAM ATTACHMENT DETAIL Thomas L. Hanson P.E.
CARRIER BEAM CONNECTION DETAIL N.TS FLORIDA LICENSE NUMBER:38654
SCALE:NTS
• • • Mark Ronald Dunn,Jr.
P.E.
FLORIDA LICENSE NUMBER.73968
UPRIGHT OR BEAM
FASTEN BEAM TO REC. CHANNEL W/ KICKPLATE • SNAP OR SELF Joel Falardeau P.E.
tllAGGERED
2 x3/4 TEKSATTACHED TO ALUMINUM MATING ORFLORIDA LICENSE NUMBER:70667
SCR/INCH OF BEAM HT. H') MEMBER W/(1)#10XHOLLOW 3/4"@ 24"O.C.
RELIEVING CHANNEL • Erik Stuart P.E.
2xH ALUM BEAM • FASTEN TQ POST W/ FLORIDA LICENSE NUMBER:77605
#12 x3/4 TEKS
(1 SCR/INCH OF BEAM HT. 'H') KICK PLATE ATTACHED TO ALUMINUM MEMBER
• STAGGERED SCALE:NTS
FBC Plans&Engineering
osT PER PLAN Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
BEAM TO POST CONNECTION BEAM SCREWS WebEmas:e:wwwfbcplan c
2•x5"SMB a Website:www.Ibcplanscom
ALTERNATIVE 2"XS"SMB B
2'X6'SMB to C.0.A.-#29054 DRAWN BY:SB
2"X7"SMB 10
2"xB-SMB 12 DATE:
2"X9"SMB 12
NON-LOAD BEARING SIDES ONLY 2"XIS"SMB 14
ELF-MATING BEAM REVISION:
FOR SLOPED BEAMS, SHALL BE NOTCHED
MAINTAIN ALL SCREW SPACING FOR UPRIGHT RO I
FROM EDGE OF BEAM
R02
s/B• RO 3
2X3 SPECIAL MAYBE USED IN PLACE
OF 2X2 AND 1X2 COMBO EAVE RAIL
2"x2"EAVE RAIL SECTION RO 4
(UNLESS OTHERWISE SHOWN 0 0
ONS-2)-"SMSI INTO SCREW
00 1 PROJECT ADDRESS:
W/(4)#10x2"SMS INTO SCREW BOSS O O
GRADE
•4. RAIL ATTACHED TO UPRIGHT
w/(2)#10x1-1/2-SMS INTO SUAREZ
SCREW BOSS 7556 MERCHANTVILLE CIRCLE
#10x1-1/2"SMS12"0.C. ZEPHYRHILLS FL 33540
#12x3/4"SCR
(1)#5 REBAR CONTINUOUS W/ 25" (SEE TABLE ABOVE) "(MIN)UPRIGHT
81I OVERLAP AT ALL JOINTS ON 3" CONTRACTOR:
CHAIRS PATRIOT SCREENS INC.
TYPE II MONOLITHIC SLAB/ FOOTING UPRIGHT TOBEAMCONNECTION-ALLWINDZONES SCREEN ROOM
SCALE:NTS
SCALE:N.T.S. DETAILS B
#10 SMS W/1"0 NEO-WASHERS I HEREBY CERTIFY THAT I HAVE REVIEWED
@ 8"O.C.(USE SCREW LENGTH THIS PLAN AND FOUND IT TO BE IN
EQUAL TO COMPOSITE PANEL COMPLIANCE WITH ASCE 7-10,
THICKNESS PLUS(1)INCH) &FBC 6TH EDITION
FASTEN.060 REC.CHAN.TO FASTEN COMPOSITE PANEL TO BEAM WITH
BACKSIDE OF 2"XH"EDGE BEAM 3"X 48"COMPOSITE PANEL
SEE DETAIL C2 FOR W/(5)#10 SMS W13/4" #10 TEKS WITH 1-1/4"D NEOPRENE WASHERS
ALUMINUM RISER PANS STAGGERED @8"O.C.PER PANEL(USE SCREW LENGH EQUAL d �
3"x 48"X0.024" w/(H)#10 SMs w/3/a" TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.) h 4I *
2LB FOAM DENSITY INTO SIDE FLANGES •
COMPOSITE ROOF S Q • e••••• ••••.'y1 00,
#10 X 4"SMS 1-1/4" PANEL ® �`� i�"' °k.
e ^ ••;'1[NEOPRENE WASHER 2X(H)
B"O.C.PER PANEL ® ® EDGE
BEAM (4)BOLTS FOR 2X8 SMB �.� Q E`
® ® (3)BOLTS FOR 2X7 SMB "I ; CO O •
APPLY EDGE BEAM W/REC.CHANNELS ® ® r Q O *~ IY i Q
TO NOTCHED POST (N)3/8"THRU BOLTS,WASHERS, 2X SMB PER PLAN LL- j O O i
FASTEN.060 REC.CHAN.TOCORROSION2 V
AND NUTS,
CALSEE CHART •
UNDERSIDE OF 2X_EDGE BEAM �s J •• <C • �.
-I\ B W/(4)#10 SMS W/3/4" ( ALUMINUM POST PER PLAN / •, c
POST STAGGERED �� OdVE
••• %f 9«s'
CONTINUOUS EDGE BEAM / • r,
W/(2)#10 SMS W/3/4' r*�
(4)3/8' INTO SIDE FLANGES e
THRU BOLTS PRO SSIEAL
WASHERS/NUTS NOTE: EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. COMPOSITE ROOF, POST AND BEAM CONNECTION
REC.CHANNEL.060 MIN"SAME WIDTH AS BEAM TYP. ENGINEER OF RECORD
2"xB"SMB BEAM(SEE ROOF PANEL TO EDGE BEAM CONNECTION DETAIL David W. Smith P.E.
SHEET S-2 FOR SIZE) FLORIDA LICENSE NUMBER:53608
1 POST OR UPRIGHT Thomas L. Hanson P.E.
UPRIGHT(SEE EDGE BEAM PER PLAN
SHEETS-2 FOR SIZE) 2X ALUM. FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr.
ROOF TO BEAM CONNECTION
P.E.
RIDGE/EDGE BEAM TO POST CONNECTION 2X ALUM.UPR HT FLORIDA LICENSE NUMBER:73968
SCALE:NTS
PER PLAN7 Joel-Falardeau P.E.
DOOR FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
UPRIGHT
SEE NOTE#5 SECONDARY ANGLE MIN FBC Plans&Engineering
(H)#12 X 3/4"SMS 0.125"THICK(NOT Services,Inc.
FASTENING SECONDARY REQUIRED FOR 2X3
OPEN BACK 6272 Abbott Station Drive Unit 101
ANGLE TO COLUMN(TYP MEMBER) Zephyrhills,fl 33542
EACH SIDE) PRIMARY 2"X 2' Phone:(813)788-5314
X0.125"ANGLE TYPICAL SCREEN DOOR CONNECTION DETAIL Fax:1-(866)-824-7894
(B)-3/8"0 CONCRETE SCREW (2)#12 X 3/4'SMS FASTENING
INTO SECONDARY SCALE:NTS Email:erb@tbcplans.com
ANGLEANCHOR EACH SIDE)(SEE OLUMN TO PRIMARY ANGLE NOTES: Website:www.fbcplans.com
O (TYP EACH SIDE) 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. C.O.A.-#29054 DRAWN BY:SB
TABLE) O
1 O 1"X 2"BASE MEMBER 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM.
(TYP EACH SIDE) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A DATE: 12/11/2018
J (1)-3/B'0 CONCRETE SCREW 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM REVISION:
2-1/2"ANCHOR SPAC. •d ANCHOR INTO PRIMARY
(MIN)(TYP)(SEE TABLE) •.. ANGLE AND 1/4°0 CONCRETE END OF THE UPRIGHT.
3"(MIN)" SCREW ANCHOR@ RO 1
24"O.C.BETWEEN COLUMNS
(TYP EACH SIDE) RO 2
1/4"0 NOTES:
Concrete Screw 1.NUMBER OF ANCHORS'B'IS EACH SIDE INTO THE SECONDARY OPTION#1 RO 3
Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. EXISTING MASONRY
Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING WALL GROUTED RO 4
B Min.Spa SHALL BE 2-3/4'AT AT ALL UPRIGHT LOCATIONS.ALL SCREW SOLID (4)#10 x 1 "SMS OPTION#2
2x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT WHEN A PAVER DECK IS PRESENT.
@ CONNECTION INTO SCREW BOSSES
2X4 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING 00
,,f, __\ PROJECT ADDRESS:
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS 00
3/8"0 APPROVED ON THE S-1 NOTES PAGE. 1/4"0 X 2-1/2'
Concrete Screw 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE MASONRY SCREW 3"FROM SUAREZ
Column Anchor CONNECTIONS AS 2X4 SHOWN IN TABLE. END&@ 24"O.G
Size S.FOR A2x4 POST:FOLLOW FA5TENINGDETAIL ABOVEUSING(2) SHEET ND BEAM
S22"X2"OR2"X3" 0.0625"ALUMINUM INTERNAL 7556MERCHANTVILLECIRCLE
B Min.Spa 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS (SEE MEMBER OR EXTERNAL RECEIVING ZEPHYRHILLS FL 33540
2x5 1 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP)
{ 2x6 1 (4 TOTAL SCREWS ON EACH SIDE OF POST) 2"x 2"x 1/8"x BEAM DEPTH^ CHANNEL W/(4)#10 X 3/4"INTO
2x7 1 6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) RECEIVING CHANNEL INTO BEAM OR UPRIGHT.(2)#10
2x8W/(1)1/4"x 3'CONCRETE " X 3/4"EA.LEG INTO GIRT OR
2"X2"x2'x.125 ANGLE CLIPS ON EACH SIDE.USE(3)#12 /4'SMS 1"X2°OPEN BACK
2x9 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) ANCHOR INTO WALL&J [ ANGLE CLIPS w CONTRACTOR:
2X10 2 (S TOTAL SCREWS ON EACH SIDE OF POST) (4)#10x3/4'SMS EACH 22 CA KICKPLATE INSTALLED W/ PURLIN ( "0.062 /
SIDE INTO BEAM #10/3/4"@12"D.C. (2)#10 x 3/4"SMS EA LEG)
NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW PATRIOT SCREENS INC.
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/W0 PAVER DETAILS ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT UPRIGHT OR BEAM-SNAP
OF MASONRY ANCHORSCREWS. R SELF MATING OR
SCALE:NTS
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLEHOLLOW SCREEN ROOM
END BEAM TO HOST STRUCTURE DETAIL ais PURLIN OR GIRT TO BEAM OR POST DETAIL DETAILS A
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
" I I,'�K
F s
_____ - (_________ _____ __________
\ %�� CEO �•: �✓
ENGINE 6
2X
3 David W.Smith P.E.
FLORIDA LICENSE NUMBER:53608
Po" � ZS• Thomas L.Hanson P.E.
fs � 7 vu FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr.P.E.
r O �f FLORIDA LICENSE NUMBER:73968
�` # -7 Joel Falardeau P.E.
` i`�` (��' q FLORIDA LICENSE NUMBER:70667
/ , A Erik Stuart P.E.
" FLORIDA LICENSE NUMBER 77605
I a
_ p g — — ,f)uJ w Pail E,J'/a
7• 4 �< - �' n2 / f C FBC Plans&Engineering
G �J l5"'xae ' 51�S
u 3 nAF4 Services,Inc.
/ /' `v�l' 6272 Ah ott S 33542 rive Unit 101
/�- tAtl. i / K 'SYwr3' C4MI�Y A �h'1
! `� L/ Fax 1(86))824-7894
1 —j Fax:1-866-824-7894
C!� Website:www.tbcplans.com
rx .f— C.O.A.OA-#29O54
DRAWN BY: SB
3 �/-7- DATE:12/11/2018
q X5571 mi , ' rlle Corr d& REVISION: DATE:
1 N RO 1
Z
ms's` SCI t�l 6p -q'hyK�I��(S O R02
2-3Z- -' Z' ( , RD
3
llo``/4 ,► RD 4
aa ll PROJECT ADDRESS:
('('7'I/ .)�J
SUAREZ
rR a7 `t 7556 MERCHANTVILLE CIRCLE
ZEPHYRHILLS FL 33540
CONTRACTOR:
PATRIOT SCREENS INC.
PLANS/ELEVATIONS
I "
1 HEREBY CERTIFY THAT I HAVE REVIEWED
HOT DIPPED GALVANIZED.
General Notes THIS PLAN AND FOUND IT TO BE IN
A CONCRETE&FOUNDATION DESIGN: S.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 EDITION
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
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 1 t
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. N U
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 «� ,"••••� d°
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 .�` �t a'" ••• •x r
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. W •••
IN LIEU OF WELDED WIRE MESH o ��
7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN S.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S • "e= (� Q•{ `,
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE •LLJ •
6060 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BREQUIREMENTS AND ALLOWABLE ACC LOADS AND SHALL ONLY �.. CJ O Q
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER.APPLIED IN CO FASTENERS
RS SHALL ABE AT LL • * !(/
FASTENERS BE A MINIMUM OF SAE •� • "
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. j , 2 � i
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR SCREEN ROOM,SLAB AND FOOTER •• y Fv •' `@` f
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE •
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 • •
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES Q ••• •'•
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: ��� •� ✓
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
3/4'. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 1. ULTIMATE DESIGN WIND SPEED VeIL(3 SECOND GUST): 130 MPH j` t
NOMINAL DESIGN OR WIND SPEED Vasd: 110 MPH PR SSR SEAL
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. uSK CATEGORY: I
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' 5. WIND LOADS:
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. SOLID ROOF(MWFRS): 27 PSF David W.Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SCREEN WALLS: 32 PSF
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, FLORIDA LICENSE NUMBER:53608
E.REFERENCE STANDARDS: 6. PROPOSED 4"CONCRETE SLAB,2500 PSI CONCRETE W 6X6"-#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
RECOMMENDATIONS. ASTM E 1300 THE PROPOSED STRUCTURE. Thomas L.Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, 7. SOLID ROOF TYPE: 3"X024(2)LB FOAM DENSITY COMPOSITE PANEL FL#7561-R4 OR EQUIV.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
SPALLING OR OTHER DETERIORATION. ASTM C94 Mark Ronald Dunn,Jr.P.E.
ASTM C150
FLORIDA LICENSE NUMBER 73968
B.MASONRY: ASTM C260
ASTM C33
t.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 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
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA LICENSE NUMBER:77605
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING CURRENT ALUMINUM DESIGN MANUAL
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: HOLLOW SECTIONS
HEIGHT. THE FOLLOWING LIST OFABBREVIATIONS IS NOT INTENDED 2x2:-----------------------------------2"x 2"x 0.044"
/TYPICAL TYP 1. -- -
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
y
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 2 x 3:--- ----------------------------------2"x 3"x 0.070" ''rp ( Services Inc.
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2.SIM-SIMILAR // ,T
3. 2x4:--------------------------------2"x 4"x 0.050" J
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. LION-UNLESS OTHERWISE NOTED
2 x 5:__-__-___--_______—__—___—_______2"x 5"x 0.050" !\ 6272 Abbott Station Drive Unit 101
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4•CENT—CONTINUOUS �7 Zephyrhills,fl.33542
0.024"SHALL APPLY. S.VIP——VERIFY IN FIELD
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART IA- OPEN BACK SECTIONS Phone:(613)788-5314
G L CONT CONTRAITE CTOR IN RK SHALL
A RESPONSIBILITY:
E WITH APPLICABLE BUILDING 1 x 3:--------------------------------------1"x 3"x 0.045" Website:SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE ( )-
STRESS DESIGN'OR"PART I-B-SPECIFICATIONS FOR
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC.
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, SNAP SECTIONS
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH NOTIFYING RAWING ENGINEER D ANY DISCREPANCIES BETWEEN DRAWN BY: SB
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CRNWINOS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 Snap:--------------------------------2"x 2"x 0.045"
0
CONDITIONS. 2 x 3 Snap:-----------------------____2"x 3"x 0.050" DATE:12/11/2018
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 x 4 SMB:------------------ 2"x 4"x 0.044"x 0.100"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. RO 2
USING#12 SPACING MAY BE 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"
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" 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"
"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 ADDRESS:
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"
1. 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 SUAREZ
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 7556 MERCHANTVILLE CIRCLE
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED ZEPHYRHILLS FL 33540
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME.
FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE I
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR:
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.
3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 PATRIOT SCREENS INC.
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
_ II
NOTES