HomeMy WebLinkAboutSUBMITTED PAPERS-OFFICE1
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M 1111b S, PLANNING& DEVELOPMENT SERVICES
M. V A BUILDING;& CODE REGULATION: DIVISION
2300 Virginia Avenue
Ft. Pierce, FL 34982-5652
772-462-1553
fI
ON
APPLI 'FOR ALUMINUM ST�RUCTURF�"$-'P,�E"R''M.;'I'T'
AL INS LETE & FILLED IN TO. BE ACCEPTED
PROJECT -INFORMATION 'SCANNED
BY
1.
LOCATIONISIT `8 ADADDRESS:2005 Esplanade S bwi .
.71
u I I
:PROJECT NAMEBare SITE PLAN NAME:.
3.
;PROPERTY TAX ID #: 2421-607-0018-000-1
4.
LEGAL, DESCRIPTION (attach e'xtra sheets if 'necessary):
Cortez Estates Unit No 1 — Blk B LoV 7
5.
PLAT BK PAGE BLOCK LOT
b.
PARCEL SIZE: kXCRES/So FT'Bak50 LOT DIMENSIONS
7.
SETBACKS :,(AQTUAL) FRONT:,� BACK: IRIGHT SIDE. LEFT SIDE..
2-
8.
TYPE:OF STRUCTURE (CHECK ALL APPROPRIATE, BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
. I li�
NN
New
SG —'Slab on Grde
a- .
SQUARE FEET OF
T�,PEOF
CONSTRUCTION
' k-Addition
SR =-.Raised.., Slab.
DIMENSIONS
'8T 'i T COT4 li".Rt 6 10N
R—
Rebu:ild
WD'= Wood Deck
SCREEN ROOM
El NEW D. :'EXISTING
X
R
CARPO T�PAT,10 ROOF
NEW EXISTING
x
HAB11,TA_BH1'4GLAS,S!k00M
El NEW E17 EXISTING:
X
CAI, 1,..2 OR 33 ROOM
_
SUN
El' El EXISTING.
NEW
X
ALUMINUM COMPS' -SHED'
El NEW El EXISTING
x
POOL ENCLOSURE
NEW 'EXISTING
2 6 ' X 2 2 '
M RROOF_ OVER
ElNEW Ell EXISTING
x
'0
ROOF SYSTEM OVER
❑ NEW EXISTING
X
M
jtX1ST1k1,x'CC1-: Y,.ST�,UCTURE
OTHER:
E!, NEW 11.:EXISTING
X
ALUMP
. PL FENCE
�
Linear feetl
TOTALS DARE FOOTAGEOFCONSTRUCTION.
-9.
VAUJ9,'.0F_,1-,CONSTRUCTION. $
5 7 8
-,-The value. ofconstruction 4s used to determine the amount of permit fees to be assessed... St- Lucie,County reserves th&rijht Co
qp -esdon,and/or.modify lhe, indicated vdiue,,'of construction ifit is demonstrated. that the submitted figures n gures are ot'consistent witl�
similar
types "es of,.6nstructil n activities. If the value is-$2500OR
'or more, a RECORDED Notice of W ornmencemerit m ust �e, i itted
0 - submitted
--PRIOR TO FIRST INSPECTION-.
SLCCDV Form No:: 001 -02 Rim.0412612010
I
NAN1E, Frank & Mary Sc tz QS
ADDRESS: 600' Dark
CITY: Fort fierce, FL STATE: ZIP 34947 j
PHONE.;(DAYT3ME)! 633-9361 EMAIL:
FILL IN NAME=AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
i`,
FEE SIMPLE TITLEHOLDER:
ADDRESS:
f
CITY:. _ .; STATE: ZIP
PHONE (DAYTIM'€E)
,.,.
C111�'R6 C'�®'R' IfNFOfl MATIOII
STATE OF FL6RJDA RGG./CERT #: RX1 1 06691 9 ST. LUCIE COUNTY CERT #: 41763 I-
'
_ _
BUSINCSS'NAYtE: Pi onc�'Pr. Sc'r2P11 rCL II1C T
S NAME r= Michael J NPwma•n
.QUALIFI:ER
ADDRESS: :' 1 68,9 SW Ri l tmnra Ct
CITY: POr. Si n .ii c-i c� STATE: FL ZIP 3 4 9 8:4
�,.
PHONE,(DAYTIIVIE) `,;7(72 ): 3d0=43.93 FAX NO: 340-14676 emailp oneer'screeri(�=ms-n_c�om
A•RCHIT;ECT/ENGINEER': BDQ, Inc. --
E',
ADDRESS: L, PO Box 59
€y
JCITY: Williston STATE: FL ZIP 326961
PH:ON;E,(�DAYTIIVIE) 5( '61) 685-06.20
NOTE IF;APPLICABLE, SU6CONTRACTOR AGREEMENTS MUST BE ATTACHEDTO APPLICATION FOR ROOFING; ELEq
RIC, P- -UMBING,
Wf1oI2s AEQUO R MENTS'
A11'<suchstructul`es will be subjecftoltM requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
I 2 scaled plot,plans showing; lot size, dimensions of'existing host structure and proposed aluminum addition. Alfl
sdtbaeks:.
mcludingi�tront, side; rear and distance between adjacent property structures in! MH -Parks shall be indicated on the�plot,
plan.
2 sets of color phot�`os for all storm damaged areas to be reconstructed.,One picture must include house address
umbel:for
InSjJectloh, veTlfleaTion. ( not required for construction unrelated to storms)
f
r �t
-
v. ,
f d z' OFFICE�USEy O�1I�Y�`
'
€' i. r f*'f
F
ssr, Err} .c
4 SI £ ,,t.0—42 _ {i $ . i 4• ,b %s-.3 ? I .Y .-9. f..T,. {
SiE:CTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZIONING .
-� lI'
LAND USE
(
LOT CVG %
Permits
Required
REPORT
r
BIMS FEE
MISC FEES'
$
TOTAL FEES
C,O,DE
I3I1I,D,ING
F 9
�&'.III01G
FRONT'
PLANS
VALUE OF CONSTRUCTION
kEVTEW
COUN ^R
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE'
i.
4AfEZ�
COMPLETE
IXITIALS'
J
( ` I
SPECIFICATION
T
',PLEASE PROVIDE ONEOF THE FOLLOWING:
'2 Sets ff Detailed,, Plans: Dated, Signed& Sealed by an Engineer or Architect hot -ding a Florida State prof6ssional 1�cehse.
Sets of f Detailed: Plans: Designed in accordance with the AAF Guide to Aluminum Construction: in High W and Ar6as..
El 2 Sets of Deiaiie0lans: Designed in accordance with any Approved Manual per fs-489.113.
i(l)- ANYTLAN-8 SUBMV'TED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED -WITHOUT.
�APPRQVVAL. ALL PLANS MUST BE IN;INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED" X PA,RT OF
XSUB1V`cfSSI6N,.
o All , !�`plans ind'st be legible aii& must be designed in Architect's Scaleon pages -which are. 8 1/2' x I I" or. larger.
o. Ali relevant tables &.de"tails, if using a manual; must be properly highlighted -and must match; design checkfistsk
drd wings.
T$41an-,Nijew."' must.include all dimensions; the location of the host,structure and all materials must be sized,an&
identifiedih6'lreon.
All`elevati brismust be shown,.,, including -A 1h wall detail, dimensions. and all. material must be sized: and.identifiedf:
Alf� ,,prim.ai-yandsecondiLrV,,-carrierbeai-ns, spans, spacing, gauges,must be-sh6wn= [Example: 2"x 8" x-.072"]
to Alt -methods of fastening or oihendetailswhich are relevant to the design must be, identified on the Plans
6 All -`uprighi column heights and gauges must be, shown as follows: [Example-3"xY'x.050!'].
-sizes, spacing
.9 Alt chaii-rails; roof-.'Purlins, gifts, channels, -knee-bracing, k-bracing, cable bracing or any other requimd ico�mponent
must be si2edand idbntified.
Alf ridge and super gutter or fascia attachments must be identified.
1p All ro.ofpdns`or cornpogite, panels, with: gauges and spans, must be sized and identified.
- composite ,: . , - .1 1 q I
0 Alf-fboti'h�4slab and' ISO pieidesig- rns mustbe on°the plans, per'the'Architeef / Engineer's plans& specifilication5i.
o Alfi,`li-hf'm'et;iI alloy which are utilized shall be designed in conformity with the Florida Building: Code of 21007; Chapter
�20',,:�Jncludihgl ' 2006 revisions.'
Baftiel.7 liddid"ks, if ufllizecr-,shitil have: all materials fasteners and height specifiedand shall -have self -closing; sd-f-
'§ with picket, s
catching., g4te p4clrl&-
fj �,.�?S IE.C'ONSTRUCtEb SHEDS,, HAVING
VING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE'
E6UEMENTS.AND THE FOLLOWNGADDITIONAL ITEMS: j.(A) 2 cbpids of thecurrent 0
pT,9ducta 'PPr val-[i.,e. N.O.A. or State of Florida approval] with the proposed "opening'.'or cladding
.
Ponnponont highlighted and with fasteners. and- design pressures, per,17,BC 1714, clearly identified.
(B) 'electric schematics, in acc6rdAn'6e with -the N.E.C., if applicable.
(C) !Desigii',� ressuiest,,per ASCE-7; identified on -the openings of all Plans.
(111) HABITABLE R0.04S/ADDITIO!4S.PES IGNS, SHALL MEET ALL OF THE ABOVEzREQUIREMENTS EXCEPT f. I - AMA
-SO EC I vj!Lk�i4s,' �CHAPTER 13 OF THE FLORIDA BUILDING CODE.
AS: -6) MAY BE' CONSTRUCTED, SO', LONG -AS _ THEY MEET-ALL.-OF"THE
SUNROON (as - in R202 Andi FBC 20102; - f,§'�AN6,N�b§'T.b 5 :TN' --KQE-W "NiA 8ETiTAE
§fR,1ICTCOMPLTA iTH XX -YNPEAZNSA2100.62��, AND
S
hib&At ITEMS
::(I) LONVING'ADDII
-
.-The ,designer 'o'-"en'g'in'e6j-',.-wili;,state-on all. Plans, which 'Category .jof,Dqsigr!A[3 ' %1.2]-wil!1J;6.:u.�dd 'inclusive of the'definitioh.
(2),LIf design iCa
tegory 4- 0r Category 5 strLi'c turd, as defin'e"d'mthe* current Edition of 1%2'. :and 3.1.2.5, proper energy..
calculations -sizing calculations shall e require uant to Chapter 13 of the c urrent, State,of
Florida -,Building Code.
(V) MO 15C-2.00&1 FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROO�
BILE HOMES (FA SYSTEMS
(Pan or'Cbmposife)� OVER"EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4"' wall or a,curtent, signed original -manufacturer's attachment approval letter which includes the model number, mber, serial
number -','and current owner's -namei and street address..
(b) That ,the .-complete .;guide to H.U.'D.-specifications be strictly adhered to.
(e) A -Certified Florida, Engineer may design th6:manner of attachment of the�proposed structure to the host housebutshall'
assiu-ne'ful-1; responsibility,for hoth-structures' integrity by site specific documentation.
.NOTICE TO
NOTICE&30 Q NER:1.
'NoTICEI -3-1 0 A PLICA
ul
utilkifid, tfie AAFG,ljJd
j
that .. t9=rq'pqnen!� eh
zones ,.,__. i4#ed,,byAh'ie
certifyperm
:1 further that aII
T ;�A
ictiol
otherwise included41 fill!
31. fif t 00]n
tp
d,
equa
0
e tint orlh4
Th'' foregoing oregoing instrument
I �e this d f
0
cbcL el
4ho_ is personal)` knoWn,
produced'
4s identjflcatibn.,,'
made. in ordi r to- obtain a permit to do the work and installations as, indicated'-
apdAo obtain 'A
III Oerm�i d work.
FAILURE TO RECORD A NOTICE OF: COMMENCEMENT MAY RESULT fN�- YOU
_N
PAYING TWICE FOR IMPROVEMENTS TO(Y-OUR PROPERTY. IF YOU It TF.D TO
OBTAIN FINANCING, CONSULT WITH, YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. 1:
IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT I&.SUI3lEGT TO
A . TTACHMENt THE APPLICANT DOES' OE$HEREB,Y-M:AKE A GOOD TAITH-TROMISE TO
H CONSTRUCTION DELIVER A: COPY' OF THE. ATTACHED CO -UCTION LIEN LAW NOTICE. TO -THE
PERSON- WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND':'- &9 SO ;AS
D A
CONDITION. -PRECEDENT TO THIS, PERMIT
e t&Altimimini Construction ;inlRfgh, Wind Zones,. L the, Cbntractor/Ow.tier B'uilditWteb
pait6rn,�meet all the requirements fort 1" 1,!Whid,
g-us6d,'Jistene type and fastening
esigna g&
'T
couritytakeltiltit,06611gibili 40rco lyifig;*ith,-flii,ktb' t ur tieing
t mp s mitted design of he 9
'y
the foft6ing fifformAfloh-is accurate, - that no Work . or installation has
hat all work shalhlieperffoGmed ><n :compliance with all liws-4el
I understand that '4
.,.,e-pqrmit's may berequired lor ELItttPub",
us g permit applicat on.
et ffuildeO have verifiedthatthe existing foundaitioq.p4 the,- requ
ire
ireithAt was -.iii, 'existence prior Co
r Vo�alby, 1,ie
ATURE CONTOCTOR
STATE OF FLORIDA
COUNTYOF
acknowledge
d The fbregoing instrument Was acknowledged
12013 1 meAhis ✓ dayof - 2
by K'le_k0,e_j 37.
to. me, or Who: has who is personally -known V_l`;ome, orwhc
BE -------
Td
BEVERLY S WALLAC#Aluced
BEVERV
MY COMMI
EXPIRES
SION EE830250 my COMMIS
M
EXPIRES November 03,20ijs entification. EXPIRES N,
[407)398-0153
(Seal)
Si&turctof,-Notaty
Sig. �u, fN&tay
_POP J'ANT NOTICES : 1'
TWO (2) SIGNATURES: ARE REQUIRED. EACHSIGNA
TURE -E MUST BE NOT'ARIZED. IF APPL'
PERMIT AS, OWNER/BUILDER, -OWNER
BUILDING AM, HIE
R, T MUST PERSONALLY APPEAR,
l,ON!, Tj.
LISTED 14-h FRONT OF` THE APPLICATION, TO -SIGN THIS APPLICATION & THE
A, 17 r:,T.n Zi T
d 1prior�lo the
istfutti6h; a04
V kl"jt not
F! ltrigifi`oer of
`tar 14 1 not
It EE830250
i er03.206
DR,
IT.
JOSEPH E. SMIT"" -CLERK OF THE CIRCUIT COURT - --TNT LUCIE COUNTY
FILE # 3835807' R BOOK 3519 PAGE 2128, Recox 1 05/18/2013 at 09:17
Doc Tax: $455-
Prepared by find return to:
Michele L Chardt
Merit Title, Inc.
628 Colorado Avenue
Stuart, Florida 34994
as a necessary incident to the fulfillment of conditions
contained in a title insurance commitment issued by it.
Property Appraisers Parcel I.D. (Folio) Number(s):
2421-607-0018-000/1
File No: 2013148
WARRANTY DEED
This Warranty Deed Made the 13th day of May, 2013, by FRANK D. SCHULTZ and MARY J.
SCHULTZ, husband and wife, hereinafter called the grantor, whose post office address is: 600 Dark
Hammock Road, Fort Pierce, Florida 34947
to DALLAS L. BARE, a married man, whose post office address is: 2005 Esplanade Avenue East,
Fort Pierce, Florida 34982, hereinafter called the grantee,
WITNESSETH: That said grantor, for and in consideration of the sum of $65,000.00 Dollars and other valuable
considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases,
conveys and confirms unto the grantee, all that certain land situate in St. Lucie County, Florida, viz:
Lot 7, Block B of Cortez Estates Unit No. 1, a subdivision in Section 21, Township 25 South, Range 40 East, St.
Lucie County, Florida, according to the plat thereof recorded in Plat Book 11, Page 18, of the Public Records of St.
Lucie County, Florida.
The property Is not the homestead of the Grantor(s).
TOGETHER with all the tenements, hereditsments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized ofsaid land in fee simple; that the grantor
has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and
will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except
taxes accruing subsequent to 2013, reservations, restrictions and easements of record, if any.
(The Perms 'grantor" and "grantee " herein shall be construed to include all genders and singular orplural as the context indicates.)
In Witness Whereof, Grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed, sealed and delivered In our presence:
(2 separate, disinterested pa es)
Witness Signature:
Printed Name:
Witness Signatur
Printed Name:
STATE OF FLORIDA
COUNTY OF MARTIN
Jenkins
J
FRANK D. SCHULTZ `
�Y�
MARY J. S rZ
The foregoing instrument was acknowledged before me this 13th day of May, 2013, by FRANK D. SCHULTZ
and MARY J. SCHULTZ, husband and wife, who is/are personally known to me or who has/have produced
driver license(s) as identification.
My Commission Expires:
(SEAL)
c MICHELE L. CHARDT
_'' ' E Notary Public - State of Florida
�' My Comm. Expires Feb 17, 2015
Ee,lto�`' Commission # EE 65794
DATE Of I me:
;T. IAPNE Aldf lic
11^ tq?'il "F-PTIFY T14ATTfi[S lS #
07/29/2013 13:52 3404626 �`�� PAGE 01
V SUC-1365- e.q-
AFJER nCorpmaG:BEnmu m, JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT
jOnP� oft,R �� e!6, � � SAINT LUCIE COUNTY
FILE # 3640532 08/03/2013 at 05 24 PM
��' �+! % c %n ?s �� 7'• OR BOOK 3524 PAGE 1414 -1414 DOC Type; NG RECORDING: $1o.00
PF.BML7 DER; �
].NOTICE OF CQMMENCEMENT
The undersigned hereby given notice that improverucnt will be made to certain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
DESCRIPTION OF PROPERTY (Leo description and street addtes5) 'PAX FOLIO NU1VI tR: 4V^' KP/, �0,v � D U /2 - 0 e o/
SUPI'VISION BLOCK BTRACT LOT�BL,DG UNIT,
/! i l% T0 S r- r /. . _ _
2. GENERAL DESCRIPTION OF
oSct�� Dec/ 4:57-9i.fj0..v
3. OWNER INFORMATION: a. Name � r4 S ( -4, '?��a�
b. A ddress 0 C�S���(a,4a i r? i r. Pep- e- ' r-
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: / mtexzxi . S"1.
1692
5. SURET!
LENDEWS NAME, ADDRESS AND PHONE NUMER.,
,Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1xa) 7., Florida Statutes.,
NAMF4 ADDRESS AND PHONE NsJlvi ER;
8. In additioA to Iuimsel£ or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided is Section
713.I3 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER-
9. Pxpitation date of notice of corntuencement (tbe expiration date is 1 year from the date of recording unless a different date is
specified) _ , 20
of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Ofi acer/pirector/Partner/lvtanager
State of Florida County of C •/
4 C % e, n y
The f regoing instrument was acknowledged before me this / �-duty+ of . 20
(Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fart)
For 1/'
(Name of party on behalf of whom instrument was executed) Personally Known or produced the following type of ID:
JO ANNEMW Wll E
trommission
- l=xpirgs F +2 a� 6
(Printed Name of Notary Public) (S' a e ofNotary Public) {BflOneal) W7?-TMFdi 143w�ceMOMPM0
Under penalties of pcdury, I declare that I have r 8d the I'oregofng and that the facts in it are true to the best of my knowlcdgc and
belief (section 92,525, Florida Statutes).
Si natures) of Owner s Owner's)' Authorized nO(f�f�ieer/Dir%ectorr//Partner/Managec who signed atrnve:
By. c�OJ I•By t /r r / C A (J
(Signature) `1 �Q� (Printed Name)
Rev, oenazomrne�d�s) ����\ V
P L A N N � N C DEVELOPMENT SER .DES DEPARTMENT
g"I
KPI ResidentgZI / Comme d&I In
Bu*I g Perm*t C�$
;SITE LOCATIORI. OboS
HERMIT NUMBER TECHNICIAN
::
General:
Yes El No
El N/A
Application completely filled out with Notarized Signatures ........................
Sub Summary list with contractors' names & county & state certification numbers..
❑ Yes
❑ No
❑ N/A
Sub Agreements with Original Signatures ...............................................
❑Yes
❑ No
N/A
Owner / Builder Affidavit ...................... ..............................................
ElYes
❑ No
N/A
Owner / Builder Electric Affidavit ...................
❑ Yes
❑ No
N/A
.
Filled Land Affidavit ........................ ...............................................
❑ Yes
❑ No
N/A
GEO or Recorded Warranty Deed ...............................................
[� Yes
❑ No
❑ N/A
Recorded Notice of Commencement ........................................................
❑ Yes
[ONo
❑ N/A
Utility Agreement or Payment Receipt ...................................................
❑ Yes
❑ No
[3 N/A
Vegetation Removal Permit.................................................................
❑ Yes
❑ No
ED N/A
Non Conforming Lot of Record...........................................................
❑ Yes
❑ No
❑'N/A
Plans. Calculations & Attachments (3 copies commercial 2 copies residential)
❑ N/A
Complete set of plans with Engineer / Architect Raised Seal .....................
Yes ❑ No
Truss Plans Reviewed and Approved by Engineer / Architect ......................
❑ Yes [] No
N/A
Landscaping and Parking Plans............................................................
❑ Yes [] No
[a N/A
Three (3) copies of Approved Site Plans ................................................
❑ Yes ❑ No
[Q'N/A
Two (2) Sealed Surveys or Plot Plans with Dimensions, Finished Floor ........
[Yes ❑ No
❑ N/A
Elevation and Setbacks........................................................................
[Z Yes ❑ No
❑ N/A
r
Health Department Approval Stamped on Survey and Floor Plan ................
❑ Yes ❑ No
[a'N/A
Health Department Food Establishment Permit Stamp on Floor Plan ............
❑ Yes ❑ No
ED-N/A
Manual "J" or Manual 'W' Calculations ................................................
❑ Yes ❑ No
[frN/A
Signed Energy Calculations .................... .............................................
❑ Yes ❑ No
[N/A
Sealed Wind Load Compliance Certification ...........................................
❑ Yes ❑ No
[a N/A
Product Review Affidavit...................................................................
❑ Yes ❑ No
[2�N/A
Page 1 of 2
PLANNING '�—,,,,'-DEVELOPMENT SERVE- DEPARTMENT
Residential / Commercial Building Permit Checklist
[SITE LOCATION.
PERMIT 1E H NICI
RUMOR]
�—
Other:
Health Department Permit Paperwork .....................................................
ED Yes
El No
[2-N/A
CD. for Fire Department if Commercial or Multi -Family ............................❑
Yes
M No
0 N/A
DEP, SFWMD or Army Corp of Engineers ............................................
❑ Yes
El No
N/A
Pool Barrier Affidavit ........................................................................
0 Yes
0 No
[:"N/A
Ground Sign Landscape Affidavit .........................................................
El Yes
El. No
0 N/A
Bum Rate for Sign Cabinets ...............................................................
0 Yes
F-1 No
. [ErN/A
RV. and Mobile Home Tie -Down Only 2 Copies)
Permit Worksheet (TieDownDiagram) ................ i ................................. M Yes ❑ No ❑ N/A
Manufacturer Set -Up and Installation Manual ........................................... M. Yes M No M N/A
Manufacturer Blocking Documents .........................................................
M Yes
F] No
❑ N/A
Signed Penetrometer Test ( I copy) .........................................................
El Yes
El No
❑ N/A
Stair Details ............................................
Yes
F-1 No
0 N/A
Mobile Home Inspection Report for Relocation ........................................
❑ Yes
❑ No
F-1 N/A
Copy of Title for Relocation ..............................................................
El Yes
0 No
[--] N/A
Class ,A!, Approval from Growth Management .......................................
❑ Yes
❑ No
❑ N/A
COMMENTS
Name (Printed)
Page 2 of 2
Signature
Date
-
W 203—
E -- WE
LEGAL DESCRIPTION
LOT T, BLOCK "B'°, OF CORTEZ ESTATES UNIT NO. 1, A
SUBEIVISION IN SECTION 21, TOWNSHIP 2S SOUTH,
RAME 40 WT, STe LUCIE COUNTY, FLORID
ACCORDING TO THE FLAT THEREOF RECORDED Id PLAT
BOOK it, PAGE 16, OF FETE PUBLIC RECORDS OF S T.
LUCIE COE9HM FLORIDA.
CERTIRED TO:
DALLAS L. BARE,
CASTLE & COOKE MORTGAGE, LLC,
ITS SUCCESSORS AND/OR ASSIGNS, A.T.
MERIT TITLE, INC.,
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DESIGN NOTES:
I. ALL DIAGONAL BRACING SHOWN IN BOTH THE ROOF AND
WALLS SHALL 5E 2 x 3 x .010 HOLLOW MATERIAL.
2. 18 x 14 MESH SCREEN IS THE MAXIMUM ALLOWABLE DENSITY
FOR THIS ENCLOSURE'S DESIGN.
3. DOOR(S) MAY BE PLACED INTO ANY SCREEN WALL PANEL
EXCEPT FOR THOSE THAT CONTAIN DIAGONAL BRACING.
I x 2
B
N
PIONEER SCREEN CO., II
SCREEN ROOF ENCLOSURE FOR:
BARE RESIDENCE
2005 ESPLANADE CT.
FT. PIERCE, FLORIDA
THIS SYMBOL REPRESENTS DIAGONAL
O WIND BRACING (IN BOTH THE ROOF
AND WALLS), 2 x 3 x .010 HOLLOW
0 THIS SYMBOL REPRESENTS
BEAM SPLICE LOCATIONS
EXISTING HOST FASCIA
OVERALL DESIGN COMPLIES WITH F.B.C. 2010
FOR 110 MPH ULT. WIND LOAD (ALLOW. STRESS
DESIGN), FOR RISK CAT, 1, EXP. CAT. "B°.
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26' 0' OVERALL
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x
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x
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26' O' OVERALL
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FA51RICATION / INFALLATION REQUIRED GUIDELINES:
NOTE: ANY JOBS THAT REQUIRE SITE -SPECIFIC DESIGN / ENGINEERING MUST BE
SUBMITTED TO THE ENGINEER OF RECORD FOR SUCH DESIGN CONSIDERATION
PRIOR TO THE JOB BEING PERMITTED, FABRICATED OR INSTALLED. LEAD-TIMES
FOR SUCH WORK WILL DEPEND ON OUR CURRENT WORK LOAD AT ANY GIVEN TIME.
THE ITEMS BELOW ARE NOT PERMITTED ON ANY
ENCLOSURE WITHOUT SITE -SPECIFIC DESIGN 4
AUTHORIZATION FROM THE ENGINEER OF RECORD.
I. NO SCREEN ROOF BEAMS SHALL BE LOCATED WITHIN 12-INC14ES OF ANY OUTSIDE
CORNER OF ANY WALL, FASCIA OR STRUCTURAL GUTTER
2. NO CABLE BRACWG SHALL BE USED ON ANY ENCLOSURE AT ANY TIME FOR THE
RESISTANCE OF ANY IMPOSED DESIGN LOADING.
3. THERE SHALL BE NO SUBSTITUTION OF EITHER CONCRETE ANCHOR TYPE OR
MANUFACTURER OTHER THAN THOSE SPECIFIED ON THESE ENGINEERED DESIGN
DRAWINGS.
4. THERE SHALL BE NO SCREENING UTILIZED THAT IS FINER THAN 18 x 14 MESH
SCREEN WITHOUT SITE -SPECIFIC DESIGN (THAT SHALL BE DONE PRIOR TO THE
JOB BEING FABRICATED OR INSTALLED) WITH JOB DRAWINGS BEARING THE
ENGINEER OF RECORDS ORIGINAL SIGNATURE (IN BLUE INK) UNDER HIS
EMBOSSED SEAL.
5. ALL SCREEN ROOF ENCLOSURES MUST BE POSITIONED ON THE EDGES OF THE
CONCRETE DECK SO THAT THE OUTER SURFACE OF THE SCREEN FRAME IS NO
LESS THAT 2 3/4 - INCHES IN FROM THE EDGE, TO CREATE PROPER EDGE DISTANCE
FOR THE SPECIFIED CONCRETE ANCHORS AT THE BASE OF EACH COLUMN.
6. ALL ROOF PURLINS IN THE ROOF AND CHAIR RAILS IN THE WALLS SHALL NOT
EXCEED 8-FEET CENTER - TO - CENTER SPACING (SEE APPROPRIATE DETAILS ON
OTHER SHEETS OF THIS DRAWING FOR SPECIFIED MATERIAL SIZES REQUIRED FOR
ANY GIVEN APPLICATION.
1. NO SCREEN ROOF ENCLOSURE SHALL BE INSTALLED UTILIZING SEVEN-INCH STRUCTURAL
BUTTER AS IT IS NOT PERMITTED, OR STRUCTURALLY ADEQUATE UNDER THIS ENGINEERING.
THE ITEMS BELOW MUST BE SUBMITTED TO THE ENGINEER
OF RECORD PRIOR TO MEASURING 4 LAYOUT, FABRICATION
OR INSTALLATION FOR THE REQUIRED SITE -SPECIFIC DESIGN.
I. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES ROOF BEAMS THAT EXCEED 40-FEET IN SPAN, AT
ANY POINT ON THE ENCLOSURE.
2. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES WALL COLUMNS (UPRIGHTS) THAT EXCEED 12-FEET
IN HEIGHT AT ANY POINT ON THE ENCLOSURE.
3. ANY ENCLOSURE THAT UTILIZES ANY CARRIER BEAM (A BEAM THAT ACTS AS SUPPORT FOR ANY
OTHER SCREEN ROOF BEAM) AT ANY POINT ON THE ENCLOLSURE. NO CARRIER BEAM SHALL BE
PERMITTED TO BE MOUNTED TO THE FASCIA OF ANY HOST STRUCTURE (AS PRIMARY SUPPORT).
4. INSTALLATION OF ANY SCREEN ROOF ENCLOSURE ON AN EXISTING HOUSE FASCIA WHERE THE
OVERHANG EXCEEDS 2-FEET. NOTE THAT IF THE EXISTING RESIDENCE WAS CONSTRUCTED UNDER
ANY BUILDING CODE PRIOR TO F.B.C. 2001, THE JOB MAY REQUIRE FOURTH -WALL TYPE CONST., AS
THERE IS NO WAY TO CERTIFY THE ABILITY OF A HOST STRUCTURE THAT WAS ONLY BUILT TO WITH-
STAND 110 MPH WIND LOADS OR LESS, (AS WAS REQUIRED UNDER PREVIOUS BUILDING CODES) TO
RESIST THE IMPOSED LOADS OF AN ENCLOSURE THAT IS DESIGNED TO WITHSTAND THE LOADS
IMPOSED UNDER THE 140 MPH WIND LOAD SPECIFIED IN THE CURRENT BUILDING CODE.
IISNAP / LAP JOINT
CONNECTION NOTE: II
ALL FRAMING MEMBERS ON ANY
ENCLOSURE THAT UTILIZE SNAP
OR LAP JOINT IN THEM SHALL
HAVE h2 TEKS INSTALLED THRU
THE SNAP OR LAP CONNECTION
AT 18 INCHES ON CNTR (TYP).
THESE TEK SCREWS ARE TO BE
PLACED ON BOTH EDGES OF
THE UPRIGHT (BOTH THE INNER
AND THE OUTER EDGE) IN ALL
CASES. THIS SPECIFICATION
APPLIES TO UPRIGHTS AND
BEAMS BOTH.
MINIMUM FOOTER T,ASLES
MONO
MAX, BM.
FOOTER
SPAN
8' x 8' WITH
(U So CONT.
UP TO 38'
8'x12'WITH
(1) So CONT.
UP TO 41'
10' x 12' WITH
(1) So CoNT.
UP TO 48'
12' x 12' WITH
(2) So CONT
UP TO 55'
ISOLATED
MAX. BM.
FOOTER(s)
SPAN
12' x 12' WITH
(2) 5o CONT.
UP TO 30'
12' x 16' WITH
31' TO 39'
(2) 5o CONT.
14'xWoo WITH
O'T044'
(2) 5o CONT.
1(16' x 16' WITH
44' TO 52'
(2) So CON7.
IF A JOB EXCEEDS THESE PARAMETERS, THE FCIAIDATION
MJST BE SITE -SPECIFICALLY DESIGNED BY THE ENGINEER
MONOLITHIC FTG. LOAD CAPACITIES ARE BASED
ON A MIN. OF 3 FEET OF CONT. CONCRETE, 2AW PSI
MINIMUM, W/ WIRE OR FIBEIZIESH REINFORCEMENT
(•ASOLATED FOOTERS MAY BE USED
ON EDGE OF EXIST. CONC. SLAB
OR UNDERNEATH THE PERIMETER
OF BRICK PAVER DECK (ALL SIDES)
THE ENGINEER OF RECORD WILL NOT BE ABLE
TO CERTIFY THE STRUCTURAL INTEGRITY OF
ANY EXISTING CONCRETE DECK / FOOTINGS
THAT WERE INSTALLED WITHOUT PERMITS, AS
THERE WOULD BE NO RECORDS TO VERIFY
CONCRETE THICKNESS', FOOTER SIZES AND
THE SIZE AND QUANTITY OF STEEL RE -BARS
THAT WOULD BE REQUIRED UNDER THE
CURRENT BUILDING CODE STANDARDS.
SCREW SPACING AND EDGE DISTANCE SPEC.'S
THIS TABLE IS BASED ON THE PROPERTIES OF C-1022 LOW CARBON STEEL SMS
AND SELF -DRILLING (TEK) SCREWS, WHICH ARE AN INDUSTRY STANDARD SCREW.
SCREW SIZE
NOMINAL SCREW
DIAMETER (IN)
MIN. EDGE
DISTANCE
MIN. CENTER -TO -
CENTER DISTANCE
08
0.156
5/16'
1/16'
010
0.188
3/5,
1/2'
12
0219
1/2'
5/8,
14
0250
5/8'
3/4'
INTERNAL CONNECTION SPECIFICATION (UTILIZING SCREW BOSSES)
ALL INTERNAL CONNECTIONS UTILIZING THE EXTRUDED SCREW BOSSES SHALL HAVE
*10 SMS SCREWS, WITH A MINIMUM EMBEDMENT INTO THE SCREW BOSS OF 1 3/4' (UNLESS
OTHERWISE SPECIFIED ON ANY CONNECTION DETAIL). ALL SCREW BOSSES IN A GIVEN
EXTRUSION MUST BE FILLED (EXAMPLE: THE 2 x 3 x .010 CHAIR RAIL / ROOF PURLIN
THAT HAS SIX SCREW BOSSES, MUST HAVE SIX OF THESE 10 SMS SCREWS INSTALLED
AT EACH END OF THAT COMPONENT, AT EACH CONNECTION).
SCREEN PANEL INSTALLATIONS EP CIFICA- ! I
J_LE COP
PLEASE NOTE THAT ALL SCREEN PANEL OPENINGS (BOTH ROOF �,
WALLS) SHALL BE INSTALLED ON ALL FOUR SIDES WITH SPLINE (INDEP-
ENDANT OF ALL SURROUNDING PANELS). THE ONLY FRAMING COMPONENTS
THAT ARE NOT REQUIRED t0 HAVE SPLINE INSTALLED IN THEM ARE ALL OF
THE DIAGONAL WALL AND ROOF BRACING.
CONCRETE ANCHOR SPECIFICATIONS:
ALL CONCRETE ANCHORS SPECIFIED ON THIS DETAIL
SHEET ARE MANUFACTURED BY 'RED HEAD' ANCHORING
SYSTEMS, AS ALL LOAD CAPABILITIES ARE BASED ON
TEST DATA FURNISHED BY RED HEAD IN THEIR PRODUCT
AND RESOURCE BOOK NO SUBSTITUTIONS OF ANY OTHER
MANUFACTURER'S CONCRETE ANCHORS IS PERMITTED
WITHOUT SUBMITTAL OF THE COMPANY'S TEST DATA (TO
VERIFY EQUIVALENT LOAD CAPACITIES) AND A WRITTEN,
SIGNED AND SEALED LETTER OF AUTHORIZATION FROM
THE ENGINEER OF RECORD. ANY UNAUTHORIZED ANCHOR
SUBSTITUTION SHALL BE DEEMED NON -COMPLIANT WITH
THIS DESIGN. THE ANCHORS TO BE USED FOR APPLICATIONS
SPECIFIED IN THIS ENGINEERING DESIGN PLAN ARE AS
FOLLOWS:
I/4' DIA FASTENERS: RED HEAD ITW TAPCON (SEE INDIVIDUAL DETAILS
FOR MINIMUM EMBEDMENT DEPTH INTO CONCRETE)
3/8' DIA. FASTENERS: 3/8' TRU BOLT WEDGE ANCHOR (SEE INDIVIDUAL
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 3' INTO CONCRETE
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
3/6' LARGE DIAMETER TAPCON (LDT) (SEE INDIVIDUAL
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 21i2' INTO CONCRETE
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
FOR BRICK PAVER INSTALLATION:
FOR INSTALLATION ON A BRICK PAVER DECK, THE ONLY FASTENERS THAT
WILL MEET THE DESIGN CRITERIA INDICATED WITHIN THESE DESIGN SPEC.'S
ARE THE RED HEAD TRU BOLT WEDGE ANCHOR (3/5' x 119, WHICH BASED
ON 1/8' ANGLE,1 x 2 O.B., 21Ia' THICK BRICK PAVER AND A MAXIMUM MORTAR
BED THICKNESS OF 3/4'. THIS SCENARIO WILL STILL MEET THE MINIMUM
FASTENER EMBEDMENT. IF ANY OF THESE CONTRIBUTING FACTORS EXCEED
THE DIMENSIONAL BREAKDOWN INDICATED, THE JOB MUST BE PRESENTED
TO THE ENGINEER OF RECORD FOR SITE -SPECIFIC ANCHORING DESIGN.
EXIST. HOUSE FASCIA NOTES:
IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING
CONTRACTOR TO INSPECT AND INSURE THE CONDITION
OF THE EXISTING FASCIA, TO DETERMINE IF IT IS IN GOOD
ENOUGH CONDITION TO SUPPORT THE PROPOSED SCREEN
ENCLOSURE (PRIOR TO ITS INSTALLATION)
USE WITH ALLOY 6005-T5 ONLY!!
SIGN DISCLAIM
THERE IS NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IN THIS ENGINEERING DESIGN DOCUMENT
REGARDING THE ABILITY OF ANY HOST STRUCTURE TO RESIST THE BUILDING CODE SPECIFIED DESIGN
LOADS IMPOSED BY ANY PROPOSED SCREEN ENCLOSURE. SUCH CERTIFICATION WILL BE DEPENDENT
ON AVAILABILITY OF ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS, AS WELL AS ORIGINAL PERMIT
AND INSPECTION RECORDS FOR THE HOST STRUCTURE. CERTIFICATION OF THE HOST STRUCTURE, IF IT IS
REQUIRED, WILL ULTIMATELY BE POSSIBLE ONLY IF THESE RECORDS CONTAIN ALL THE INFORMATION
NEEDED BY THE ENGINEER TO PERFORM ALL OF THE NECESSARY ANALYSIS TO DETERMINE IF SUCH
CERTIFICATION IS EVEN POSSIBLE.
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GENERAL NOTES AND DESIGN PARAMETERS:
I. THE OVERALL DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE 2010 AND IS BASED ON THE
FOLLOWING PARAMETERS:
A. WIND SPEED: 110 M.P.N., ULTIMATE WIND LOAD, FOR ALLOWABLE STRESS DESIGN (NOT STRENGTH DESIGN).
B. RISK CATEGORY I.
C. DESIGN PRESSURES AS FOLLOWS:
a) DESIGN PRESSURES AS SPECIFIED IN FBC 2010, FOR ALLOWABLE STRESS DESIGN.
b) 300 LB LOAD APPLIED VERTICALLY DOWNWARD ALONG ANY ONE FOOT (12-INCHES) OF ANY PRIMARY
MEMBER (EXCLUDING DIAGONAL WIND BRACING, WHICH IS TREATED AS A 'STRUCTURAL MEMBER' UNDER
2010 VERSION OF F$.C_
D. MAXIMUM ENCLOSURE HEIGHT SHALL NOT EXCEED 30-FEET
E MAXIMUM ALLOWABLE DEFLECTION OF 'L / 60'
F. CONTINUOUS LOAD PATH IS PROVIDED,
2. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
A. ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY 4b005-T5 (NOTE THAT THE SPLICE PLATE MATERIAL MAY
BE EXTRUDED FROM ALLOY %061-T6, IF THIS MATERIAL IS MORE READILY AVAILABLE TO THE
CONTRACTOR) (SEE COMPONENT SHAPES AND SIZES AT RIGHT).
B. FASTENERS SHALL BE ALUMINUM ALLOYS 2024-T4 4 1015-Tb, DOUBLE CAD -PLATED STEEL, HOT -DIPPED
GALVANIZED STEEL, OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE THE APPROPRIATE MEANS FOR SEPARATION OF DISSIMILAR MATERIALS AS THEY ARE DEFINED IN
SECTION 020038.4. THE CONTRACTOR MAY IMPLEMENT ANY OF THE MEANS SPECIFIED IN THIS SECTION. ANY
ALTERNATIVE MEANS MUST BE ACCOMPANIED BY A LETTER OF CERTIFICATION FROM THE PRODUCT'S
MANUFACTURER (THIS LETTER MUST BE SIGNED AND SEALED BY A FLORIDA LICENSED STRUCTURAL ENGINEER),
WHICH STATES THAT THEIR PRODUCT MEETS / EXCEEDS ALL OF THE REQUIREMENTS SPECIFIED IN THE ABOVE -
LISTED SECTION. THIS LETTER SHALL ALSO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD
FROM BD.Q., INC.
C. SCREEN CLOTH SHALL BE VINYL COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 x 14 (58% OPEN).
3. ALL FASTENERS THAT PASS THROUGH ANY EXTRUSION INTO CONCRETE, MASONRY, WOOD, STEEL, ALUMINUM
OR ANOTHER EXTRUSION SHALL HAVE A 5/8- INCH .DIAMETER WASHER MINIMUM (UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER OF RECORD), AND SHALL BE NO MORE THAN IS -INCHES CENTER - TO - CENTER SPACING.
4. ALL FASTENERS ADJACENT TO UPRIGHTS THAT DO NOT REQUIRE REINFORCING ANGLE CLIPS, SHALL BE
PLACED WITHIN TWO (2) INCHES OF THAT UPRIGHT (TYP. FOR BOTH SIDES).
5. SCREEN DOOR(S) MAY BE LOCATED IN ANY SCREEN WALL PANEL, EXCEPT FOR THOSE THAT CONTAIN
DIAGONAL WIND BRACING CK-BRACING'). ALL DOORS SHALL BE SELF -CLOSING AND SELF -LATCHING.
DOORS INSTALLED IN AN ENCLOSURE THAT SURROUNDS A POOL / SPA SHALL HAVE DOOR LATCHES
INSTALLED FIVE (5) FEET ABOVE THE FLOOR, MINIMUM.
fo. COPIES OF THIS ENGINEERING SPECIFICATION / DESIGN DETAIL ARE TO ONLY BE CONSIDERED VALID
FOR PERMITTING OR DESIGN CERTIFICATION PURPOSES WHEN ALL SHEETS OF ANY SUBMITTED SET BEARS
THE ENGINEER'S ORIGINAL SIGNATURE (IN BLUE INK), UNDER HIS EMBOSSED SEAL. BD.Q., INC. SHALL NOT
BE RESPONSIBLE FOR NON -ORIGINAL COPIES THAT ARE SUBMITTED, THAT HAVE ANY UNAUTHORIZED
CHANGES, ALTERATIONS OR DELETIONS ON THEM.
1. THESE ENGINEERING DETAIL DRAWINGS ARE ONLY VALID IF THE DATE ACCOMPANYING THE ENGINEER'S
ORIGINAL SIGNATURE IS LESS THAN SO DAYS OLD. NO BUILDING OFFICIAL OR BUILDING DEPARTMENT
SHOULD ACCEPT COPIES THAT ARE OLDER THAN THIS, AND SHOULD REQUEST THE SUBMITTING CONTRACTOR
OBTAIN UPDATED / CURRENT ENGINEERING.
8. ALL ENGINEERING SPECIFICATIONS AND DETAIL DRAWING CONITAIN.EP WITHIN THIS ENGINEERING DOCUMENT
ARE THE SOLE PROPERTY OF BD Q., INC. ANY UNAUTHORIZED COPYING OR OTHER REPRODUCTION IN PART
OR WHOLE OF THESE DOCUMENTS WILL NOT BE PERMITTED AND WILL BE PROSECUTED TO THE FULLEST
EXTENT ALLOWED BY LAW.
S. THERE SHALL BE NO REDISTRIBUTION OF THESE ENGINEERING DOCUMENTS BY THE PERSON OR COMPANY
THAT ORIGINALLY PURCHASED SIGNED AND SEALED COPIES FROM BDQ., INC, WITHOUT EXPRESS WRITTEN
AUTHORIZATION FROM BD.Q., INC., AND THE ENGINEER OF RECORD.
WALL COLUMN SCHEDULE (ALLOW. COLUMN HEIGHTS VS. WALL PANEL WIDTH)
ALLOWABLE STRESS
DESIGN WITH U60 MAX. ALLOWABLE DEFLECTION
SIZE
DIMENSION
I COLUMN
HEIGHT
vs WALL PANEL WIDTH
Tf
Tw
8' 0"
T 6°/i
7' 0"
6' &")
60°
5' 6'
5' 0'
4' 6"
4' 0°
2X4 L
100
.045
8' 5'
8' 1'
9 0.
S. 3'
' 8'
10' 2'
10' l'
II' 2'
HIS'
2X5 Ll
.116
.050
10' 2'
106%
_10' 11'
II' 3''
II' 9'
12' 3'
12' 9'
13' 6'
14' 4'
2*tf
.120
.050
10' 6'
10' 11'
11' 3'
II' 8'
1 12' 2'
12' 9'
13' 3'
14' 0'
14' 9'
2X7 L
.120
.057
11' 6'
11' 10'
12' 3'
12' 9'
13' 3'
13' 9'
14' 6'
15' 3'
16' 2'
2X8 L
.224
1 .072
1 14' 0'
14' 6'
1 15' 0'
ID'I'
10 2'
16, 10,
I'll 9'
18' 8'
IBIS,
2x9 L (L)
.209
.072
Il' 0'
IT 6'
ID'2'
IS' 9'
IS'6'
20' 5'
21' 5'
221(oll
231,311
2x9 L (H)
.306
.082
21' 0'
21' 1'
22' 4'
23' 2'
24' 2'
25' 2'
26' S'
21' 8'
29' 5'
rM2x10 L
.389
.092
24' 9'
25' T
26' b'
21151
28' 6'
29' 6'
31' 2' 1
32' 8'
34' 1'
Tf COMPONENT 5HAFE S AND SFE C IF I CAT I ONS
.093
Tw .044 .040
ff]T �,0Fl- I--- - - - 0,0 ;n =L J �L ] N
0
0 3'1 2'
`t 2' I 31 1x30.5. 1x20.8. Z�
2 x 2 x .093 TUBE
I - 21- THE ACTUAL VALUES FOR 'Tf' FLANGE }THICKNESS) AND 'Tw' (WEB THICKNESS) FOR THE VARIOUS D14G. BRACING
SELF -MATING ('L') SIZE SELF -MATING MATERIAL ARE INDICATED ON THE UPRIGHT HEIGHT AND BEAM SPAN TABLES.
HOST STRUCTURE WIT
STRUCTURAL GUTTER
FLAT ROOF BEAM SPAN
Q
HOST STRUCTURE WIT(
STRUCTURAL GUTTER
i
MANSARD BEAM SPANS ARE BASED
ON A MAXIMUM SPLICE ANGLE OF 30°
FOR HALF -MANSARD BEAM SPANS, USE
VALUES SHOWN IN 'MANSARD BEAM
SPAN TABLE (SAME MAX. SPLICE ANGLE
w
(30°) APPLIES TO HALF -MANSARD BEAMS)
`q
HOST STRUCTURE WITH
STRUCTURAL GUTTER
PEAK / GABLE ROOF BEAM SPAN
USE WITH ALLOY 6m05-t5 ONLY!!
BEAM SPANS AND COLUMN SIZES ON THIS SHEET ARE BASED ON ALLOWABLE
STRESS DESIGN W/ MAX. ALLOWABLE DEFLECTION OF L / 60, FOR 110 M.P.H.
ULTIMATE WIND LOAD, FOR RISK CATEGORY 1.
FLAT (SIMPLE)
ROOF BEAM SCHEDULE FOR FLAT BEAMS, LSO MAXALLOW. DEFLECTION
DIMENSION
ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT
OF
16' 0")
SIZE
Tf
Tw
8' 0'
7' 6"
7' 0"
6' 6'
6' 0"
5' 6"
5' 0"
4-6-
4' 0"
2x4 L
.100
.045
-5'3'
-15' 1'
•15' 11'
oI6' 4'
s1b' 9'
•11' 3'
on' 9'
siv 6'
d9' 3'
2X5 L
.116
.050
IIS' 9'
119' 3'
s19' 9'
420' 2'
620' 9'
s21' 5'
*22' P
s22' 9'
I23' 9'
2x6 L
.120
.050
19' l'
20' 3'
20' II'
21' 8'
22' T
23' 6'
24' 1'
25' 9'
2T V
2x7 L
.120
.057
21' 4'
22' 0'
22-13-
23' 1'
24' 6'
25111
26' 9'
2S' 2'
29' 9'
2X8 L
224
.072
25' II'
26' 9'
21' 1'
28' 1'
29' 8'
31' 0'
32' S'
34' 0'
35' 11'
2X9 L (L)
.209
.072
1 31' 3'
1 32' 3'
1 33' 4'
34' 6'
35' 10'
31' 4'
1 39' 2'
1 41' 0'
43' 3'
2x9 L (H)
.306
.082
1 39, 6'
leal S'
-40' 4'
-45"
-42' 6'
-43' 9'
-45' 2'
•46' 9' 1'48'
1'
2X10 L
389
.092
•44' (o'
-45' 6'
,46' 6' 1
*41' 1'
*49' 1' 1
'50' 5'
852' 2' 1654'0'1
056' 2'
O) REPRESENTS SPAN VALUES THAT ARE DEFLECTION -LIMITED
BEAM SPAN CALCULATION NOTE:
THE SPANS IN THESE TABLES ARE BASED ON BOTH THE HOST STRUCTURE
MOUNTING POINT AND WALL HEIGHT BEING THE SAME MEASUREMENT
MANSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE U60 MAX ALLOW. DEFLECTION
*THIS SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0° (36")*
SIZE
DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT OF 8' 01
Tf Tw
8' 0" 7' 6" T 0" If 6' fi'
7 6' 0" 5' 6° 5' 0" 4' 6' 4' 0"
2X5 L
.116
.050
8' 3'
10' 0'J
11' 9'
13' 4'
15' 2'
11' 2'
19' 2'
2x6 L
.120
.050
8' 2'
9' 9'
II' S'
WO'
14' 6'
ib' 5'
18' 3'
20' 3'
2X7 L
.120
.057
10' 8'
12' 0'
13' 4'
14' 9'
*'2'
ITS'
19' 5'
21' 4'
23' 5'
F'24'LT
.224
.072
18' 4'
19' 6'
20' 8'
22'-iv
:23' b'
25' 2'
26' 9'
28' 9'
31' 2'
2x9 L (L)
.209
.072
25' 3'
26' 5'
21' 9'
'29` 9"
30' 9'
32' 6'
1 34' 5'
36' 6'
39' 4'
2x9 L (H)
.306
.082
1 33' 9'
35' 2'
1361 6'
1 38' 4'
1 40' 2'
42' 0'
44' 5'
1 46' 11'
49' 11'
2X10 L
.389
.092
1 41' 4'
42' 9'
1 44' 5'
46' 3'
48' 3'
1 50' 5'
53' 0'
1 S5' 9'
MANSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE Lu MAX ALLOW. DEFLECTION
'THIS
SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0" (361*
SIZE
DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT OF 12' 01
Tf Tw
1 8' 0' 7' 6" 7' 0' 6' 6" 60" 5' 6' 5' 0' 4' 6" 4' 0°
2X5 L
.116
1 .050
8' 0'
II' 3'
14' 3'
2x6 L
.120
.050
10' P
12' 11'
15' 9'
2X7 L
.120
.057
V T
12' 2'
14' b'
M' I'
19' 6'
2X8 L
.224
.072
13' 1'
14' 1'
16' 3'
18' 0'
19' 1'
21' 6'
23' W
MIS'
28' 2k
2X9 L (L)
.209
.072
21' 6'
23' 0'
24' 6'
26' 2'
21' 11'
29' 9'
32' 0'
34' 4'
31- 1'
2X9 L (H)
.306
.082
1 31' 2'
32' 1'
34' 4'
36' 0'
31' 11'
40' 2'
42' b'
45' 3'
40.4
2X10 L
.389
.092
39' 3'
40, S'l
42' 6' 1
44' 4'
46'fo'l
48' 9'
51' 4'
54' 4'
1 MIS'
MANSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE uao MAxALLow. DEFLECTION
*THIS
SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0" (36')*
SIZE
DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT OF 16' 01
Tf Tw
8' 0" 7' 6" TO" 6' 6' 6' 0' 5' 6" 5' 0" 4' 6" 4' 0"
2X7 L
.120
.057
11' 0'
14'6'
2X8 L
.224
.072
V 10'
12, 5'
14' II'
11, 3'
19' 8'
22' 3'
25' 2'
.209
.072
11' 2'
18' 11'
20' 8'
22' 8'
24' 1'
26' 111
29' 3'
31' II'
34' 9'
�XIQ
.306
.082
28'4'
29'11'
31'8'
33'1'
35'8'
3l' II'
40' 5'
43' 3'
46' w
.389
.092 1
31' 0'
sw 9'
40' 6'
42' b'
44' 8'
4l' I'
49' 8'
52' 11'
56' 3'
MANSARD BEAM SPANS OF LESS THAN 8' 0' ARE OMITTED FROM THIS TABLE
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UP TO 16'
BEAM SPAN
1(o' TO 24'
BEAM SPAN
24' TO 32'
BEAM SPAN
32' TO 40'
BEAM SPAN
O-INDICATES WALL PANEL THAT SHALL
HAVE DIAGONAL 'K°-BRACING IN IT
UP TO 6' WALL HGHT
EXIST. HOST`iSTRUCTURE
EXIST. HOST STRUCTURE
EXIST. HOST STRUCTURE
NUMBER OF PANELS
VARIES
S' TO 12' WALL HGHT
rVMSlifi
mIPA
hL
EXIST. HOST STRUCTURE
TOTAL NO. OF BAYS VARIES
THREE (3) BAYS ON EACH
END OF OUTER -MOST WALL
SHALL HAVE DIAL. BRACING
EXIST. HOST STRUCTURE
TOTAL NO. OF BAYS VARIES
'THREE (3) BAYS ON EACH END OF
OUTER -MOST PANELS AND TWO (2)
PANELS IN SECOND OUTER -MOST
ROW OF PANELS SHALL HAVE THE
DIACONAL BRACING (AS SHOWN)
THE BRACING SCHEMATICS SHOWN ABOVE ARE THE
SAME BRACING CONFIGURATION, REGARDLESS OF ROOF
TYPE (MANSARD, PEAK, DOME, FLAT, ETC.)
DESIGN NOTES:
ALL DIAGONAL BRACING, USED EITHER IN THE ROOF
OR AS 'K'-BRACING IN THE WALLS SHALL BE 2' x 2'
x .093 WALL THICKNESS TUBE, AND SHALL BE CUT TO
PIT SNUG, WITH NO PLAY OR SHIFT IN THE BRACING.
SEE DETAILS AT RIGHT FOR CONNECTION SPECIFICATIONS
DESIGN NOTE: ALL THRU-BOLTS PASSING THROUGH ANY ALUMINUM
MATL. WITH A WALL THICKNESS LESS THAN .OSO, SHALL HAVE A 1119-INCH
(OUTSIDE DIA.) FENDER WASHER (SEE GENERAL NOTE "2 ON SHEET *2
REGARDING SEPARATION OF DISSIMILAR METALS).
THE CONTRACTORS MAY, IF THEY CHOOSE, INSTALL THE ANGLE CLIPS
FOR THE DIAGONAL TUBE BRACING (WHERE IT ATTACHES TO THE SELF -
MATING SCREEN ROOF BEAMS) WITH THE THRU-BOLTS ONLY PASSING
THROUGH ONE HALF OF THE BEAM. THIS IS A STRUCTURALLY ADEQUATE
ALTERNATIVE, AND WILL PERMIT INSTALLATION OF THESE ANGLE CLIPS
IN THEIR SHOP, DURING FABRICATION (POSSIBLY SAVING TIME DURING
INSTALLATION IN THE FIELD).
0
UPPER ANGLE CLIP TO BE PLACED
AT SAME ANGLE AS THE MANSARD
LEG OF THE SCREEN ROOF BEAM
2 x 3 x D10 EVE RAIL
2 x 2 x ie' ANGLE CLIP, CUT
AT A 45' (+/-) ANGLE AND
ATTACHED TO THE 2 x 3 x
.010 EVE RAIL WITH ONE (1)
1/4' DIA. THRU-BOLT, WITH
FENDER WASHER (SEE
DESIGN NOTE ABOVE
ij
NOTE:
ALL DIAGONAL BRACING SHALL BE ATTACHED
VIA THE 2 x 2 x 1/8' ANGLE CLIPS, AS SHOWN,
AND SHALL HAVE EACH END ATTACHED TO
EITHER THE SCREEN ROOF BEAM OR TO THE
EVE RAIL. NO DIAGONAL BRACING SHALL BE
ATTACHED TO ANY OF THE ROOF PURL INS
2 x 3 x PURL
I SCREEN � I I �_ I x SMS SCREEN ROOF
ROOF PURLIN I/
�f SEAM (t1'P)
JOINT
2 x 2 x is' ANGLE CLIP, CUT
AT A 45' (+/-) ANGLE AND
ATTACHED TO THE SCREEN
ROOF BEAM WITH ONE (1)
1/4' DIA. THRU-BOLT, WITH
r ® FENDER WASHER (SEE
DESIGN NOTE ABOVE
2 x 2 x .093 DIAGONAL ROOF BRACE, CUT
AT 45° ANGLE (+/-) AT EACH END AND
ATTACHED TO EACH ANGLE CLIP WITH A
I/4' DIA. THRU-BOLT, AS SHOWN
TYPICAL ANGLE ARTICULATION
TO CREATE UPWARD ANGLE
0
2 x 3 x .0l0 SCREEN
ROOF PURLIN
E)IAGONAL ROOF 5RAGING IDETAIL
USE WITH ALLOY 6005-T5 ONLY!!
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SEAM SPLICE 5PECIFICATION5
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14 TEK SCREW
(TYPICAL) \�
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1�jOSA1- SPLf E PLATE MATERIAL
SHALL BE 1/4' THICK (MIN.)
AND BE EITHER 0600545
OR %061-T6 ALLOY
BEAM SPLICE DETAIL (2 x 8 BEAMS AND LARGER)
14 TEK SCREW
3' 1. (TYPICAL)
1'
OrAO \
p 0 O O O-F—
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A� W1plN
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.�
SPLICE PLATE MATERIAL
SHALL BE 3/16' THICK (MIN.)
AND BE EITHER %005-T5
OR %061-T6 ALLOY
BEAM SPLICE DETAIL (2 x I BEAMS AND SMALLER)
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�'• ROOF mu SPLICE PLATE TOLERANCE NOTE:
BEAM
ALL SPLICE PLATES (ALUMINUM
'- ALLOY %005-T5 or %061-T(o)
AL 3/I6' SHALL BE CUT TO BE 40OW /
TYPICAL
IC THICK-0D625, AS INDICATED IN THE
SPLICE PLATE SCHEMATIC DRAWING AT LEFT
DIAGONAL WALL 5RACING CK" 5RACING0 DETAIL
SAME AS 'A' BEL(
JUST REVERSED
3x3XDlOH
CORNER UPRIGHT
I A I
4-INCH x 4-INCH x
.010 PLATE, WITH
(4) 12 TEKS IN THE
3 x 3,(3) 012 TEKS
IN THE BOTTOM I
x 2 AND (3) +12 TEK
IN THE 2 x 2 BRACI
2x3x.0l0ROOF
PURL IN
Ix205TOP
SCREEN FRAME
2 x 2 x DS3 TUBE
DIAGONAL BRACE
2 x 3 x Di0 CHAIR
RAIL
2 x 2 x DS3 TUBE -
DIAGONAL BRACE
DETAIL 'A°
(OUTSIDE)
3 x 3 'H' COMER
COLUMN
2 x 2 x 053 TUBE
DIAGONAL BRACE
0
0
1 x 2 BOTTOM
SCREEN FRAME 0 0
USE WITH ALLOY 6005-T5 ONLYII
(INSIDE)
I x 2 OB BOTTOM
SCREENFRAME
3 'H' CORNER
LUMN
2 x 2 x M3 TUBE
DIAGONAL BRACE
I x 2 BOTTOM
SCREEN FRAME
I -INCH x 3-INC14 x
M3 ANGLE, CUT 4-
INC14ES LONG, WITH
(3) M2 TEKS IN THE
3 x 3, (3) 012 TEKS
IN THE BOTTOM I
x 2 AND (3) 012 TEKS
IN THE 2 x 2 BRACE
2 x SMB SCREEN
ROOF BEAM
2 x SMB UPRIGHT
n
DETAIL "5"
2 x.s2x 993 TUBE
4-INCH x 10-INCH x
DIAGONAL BRACE
010 PLATE, WITH (1)
"12 TEKS IN THE SMB
,�.
UPRIGHT, (3) +12 TEKS
2 x 3 x D10
IN THE CHAIR RAIL
,--1 ,' .CHAIR RAIL
n
AND (3) "12 TEKS IN
EACH 2 x 2 BRACE
2x2xDS3TUBE
2x3x010
DIAGONAL BRACE
CHAIR RAIL
2 x 5 SMB UPRIGHT
(MINIMUM SIZE) (OUTSIDE)
2 x 2 x 093 TUBE
DIAGONAL BRACE
I -INCH x 3-INCH x
DS3 ANGLE, CUT 4-
2 x 5 SMB UPRIGHT INCHES LONG, WITH
(MINIMUM SIZE) 0
° (3) *12 TEKS IN THE
0 SMB UPRIGHT AND
(3) h2 TEKS IN THE
2x3x010 2x2BRACE
CHAIR RAIL
2x3x.010
o CHAIR RAIL
00
I-INCH x 3-INCH x
DS3 ANGLE, CUT 4-
INC44ES LONG, WITH
(3) 12 TEKS IN THE
SMB UPRIGHT AND
2 x 2 x M3 TUBE (3) *12 TEKS IN THE
DIAGONAL BRACE co
(INSI 0) PT'
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5CREEN ROOF ENCL 05UlRE e TO 0 MOST STRUCTURE ATTACHMENT IDTA I L
DESIGN NOTE: THE 3-INCH LEG OF THE ANGLE SHALL BE
PLACED AGAINST THE 1 x 2. THIS ALLOWS A MIN. EDGE
DISTANCE FOR THE FASTENERS (FROM THE EDGE OF THE
ANGLE) OF ONE -INCH, AND MAINTAINS A SIX-INCH MIN.
CENTER -TO -CENTER DISTANCE FOR THE MAX. SIZED
CONCRETE ANCHORS (3/8' x 31/2')
HOST CB.S. WALL (TYP)
TYP SCREEN ROOF BEAM
2' x 3' x .125' ANGLE W/ (4) 12
TEKS, TYP. EACH SIDE OF BEAM
` FASTENER SHALL BE 1/4' x 3 1/2'
RED -HEAD ITW TAPCON FOR ALL
2' x 6' BEAMS AND SMALLER FASTENERS
SHALL BE 3/8' DIA. FOR 2' x i' BEAMS
U-CHANNEL AND LARGER (SEE DESIGN NOTE ABOVE
CAP (TYP) REGARDING 3/8 FASTENER SPACING)
WALL ATTACHMENT
FA5GIA REINFORCEMENT pE51GN NOTE:
ALL FASCIA BOARDS ON ANY EXISTING HOST STRUCTURE THAT WILL HAVE
ANY PART OF THE PROPOSED SCREEN ENCLOSURE ATTACHED TO IT SHALL
BE REINFORCED, BY PLACING ONE (1)1/4' x 4' LAG SCREW INTO THE END OF
EVERY TRUSS TAIL (WHERE THE PROPOSED SCREEN ENCLOSURE IS BEING
INSTALLED). THESE TRUSS TAILS MUST BE PILOT DRILLED WITH A 5/32' DRILL
BIT TO PREVENT SPLITTING THE END OF THE TRUSS TAILS. IT SHALL BE THE
REPPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THIS STEP
IS COMPLETED, AS SPECIFIED, PRIOR TO ANY INSTALLATION TAKING PLACE.
FA5CIA REINFORCEMENT
1/4' x 4' LAG SCREW, TO
BE INSTALLED INTO THE
END OF EVERY TRUSS
TAIL WHERE A SCREEN
ENCLOSURE WILL BE:
ATTACHED. THE TRUSS
TAIL SHALL BE PILOT -
DRILLED WITH A 5/32'
DRILL BIT (TO PREVE N'
SPLITTING THE END OF
THE TRUSS TAIL)
10-INCH LONG 025 THICK) EXTRUDED
SEE 'SNAP / LAP CONNECTION'
'Z' GUTTER INSERT, TYP CENTERED ON
NOTE ON SHEET I FOR SPEC.'S
EACH ROOF BEAM, WITH FOUR (4) *10
TEKS THRU TOP LIP OF GUTTER
�
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
1/4' x 21/4' LAGS, FOUR (4)
LEG AGAINST I x 2. CLIP
IN EACH 10-INCH INSERT
SHALL HAVE FOUR (4) 12
AND AT 24' O.C. (MAX.
TEKS INTO SIDE OF ROOF
SPACING) IN THE REST
0 BEAM AND TWO (2) 014 x
OF THE GUTTER (PILOT -n
2' TEKS (PER ANGLE CLIP)
DRILL FASCIA W/ 5/32' e r
THRU GUTTER AND INTO 'Z'
BIT TO AVOID SPLITTING)
GUTTER INSERT (TYP. ONE
T \ ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
� TYP. 2 x SCREEN ROOF
BEAM (MAY BE FLAT
5' STRUCTURAL I x 2 SCREEN OR SLOPED)
GUTTER (CONT.) FRAME (TYP)
PLAN VIEW
TRUSS TAIL (TYP)
U-LIHANivrZ"
CAP (TYP)
2 x FASCIA
BOARD (TYP)
NOTE: FASCIA ATTACHMENT REQUIRES A 2 x FASCIA
BOARD (MINIMUM). A 'I x' FASCIA IS ONLY ADEQUATE
FOR THIS INSTALLATION WHEN THERE IS A 2 x SUB -
FASCIA BEHIND IT. IN THIS CASE, THE LAGS MUST
PENETRATE THE SUB -FASCIA 111/2' (MIN. EMBEDMENT).
IT SHALL BE THE RESPONSIBILITY OF THE SCREEN
CONTRACTOR TO VERIFY THE PRESENCE OF THIS
SUB -FASCIA.
10-INCH LONG 025 THICK) EXTRUDED -
'Z' GUTTER INSERT, TYP CENTERED ON
EACH ROOF BEAM, WITH FOUR (4) MO
TEKS THRU TOP LIP OF GUTTER
2 x HOUSE FASCIA
(SEE FASCIA NOTE
ABOVE)
1/4' x 21/4' LAGS, FOUR (4) �®
IN EACH 10- INCH INSERT
AND AT 24' O.C. (MAX.
SPACING) IN THE REST
OF THE GUTTER (PILOT
DRILL FASCIA W/ 5/32'
BIT TO AVOID SPLITTING)
I x 2 x .093 ANGLE SPACER -
(FOR ANGLED FASCIA BD.
ATTACHMENT), ATTACHED
W/ TWO (2) ROWS OF *O TEKS
(STAGGERED), EACH ROW AT
IS' O.G. (MAX. SPACING)
STRUCTURAL GUTTER CONNECTION IDETAIL
USE WITH ALLOY bmO5-T5 ONLY!!
TYP SCREEN ROOF BEAM
I -x 2
2' x 2' x .125' ANGLE W/ (4) M2
TEKS, TYP. EACH SIDE OF BEAM
1/4' x 2 1/2' LAG SCREW TYP. I
EACH SIDE OF BEAM (2' x 6' BEAMS
AND SMALLER) 3/8' x 2 1/2' LAG
SCREW (2' x 'I' BEAMS AND LARGER)
FA5C I A ATTACHMENT
SEE 'SNAP / LAP CONNECTION'
1 NOTE ON SHEET I FOR SPEC.'S
0
'—U-CHANNEL
CAP (TYP)
ZL I x 2 SCREEN
FRAME (TYP)
5' STRUCTURAL
GUTTER (CONT.)
5ECTION VIEL
TYP. 2 x SCREEN ROOF
BEAM (MAY BE FLAT
OR SLOPED)
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
LEG AGAINST 1 x 2. CLIP
SHALL HAVE FOUR (4) *12
TEKS INTO SIDE OF ROOF
BEAM AND TWO (2) 14 x
2' TEKS (PER ANGLE CLIP)
THRU GUTTER AND INTO 7-
GUTTER INSERT (TYP. ONE
ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
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2 x 2 x 3/16' ANGLE, WITH FOUR
(4) 012 TEKS INTO THE UPRIGHT
AND ONE l U 3/8' RED -HEAD
'T%-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
SIDE
1 x 2 OB BOTTOM FRAME
I x 2 OB SIDE -WALL CORNER
UPRIGHT
PLAN VIEW
2 x 3 x .010 EYE RAIL,
TYP. (CONTINUOUS)
1 x 2 OB TOP FRAME
I x 2 OB SIDE -WALL CORNER
UPRIGHT
010 x 2' SMS SCREW, WITH 5/8'
DIA WASHER (SEE GENERAL
NOTE 03, SHEET 1'2) TO BE 18-
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 2 x 3/16' ANGLE, WITH FOUR
(4) M2 TEKS INTO THE UPRIGHT
AND ONE (1) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
I x 2 OB BOTTOM FRAME
ELEVATION VIEW
FRONT WALL
x 2 OB BOTTOM FRAME
2 3/4', MIN. EDGE
DISTANCE
—I x 2 OB FRONT WALL CORNER
UPRIGHT
—2 x 3 x .010 FRONT WALL
CORNER UPRIGHT
MID x 2' SMS SCREW, WITH 5/8'
DIA WASHER (SEE GENERAL
NOTE 03, SHEET n) TO BE 18-
INCHES, CENTER -TO -CENTER
MAX. SPACING
MANSARD SCREEN ROOF
BEAM(BEYOND)
2 x 5 x ia' ANGLE (2-INCHES
LONG) WITH (2) M4 TEKS INTO
TOP OF2x3EVE-RAIL AND
(2) M4 TEKS INTO THE FRONT
OF THE 3 x 3 H FRONT WALL
CORNER UPRIGHT
2 x 3 x .010 FRONT WALL
CORNER UPRIGHT
2 3/4', MIN. EDGE
DISTANCE
0 0
CORNER UPRIGHT DETAIL
AIL
NOTE: THIS ATTACHMENT
1 x 2 OB. SCREEN FRAME,
DETAIL ALSO APPLIES TO
TYP. BETWEEN UPRIGHTS
A 2 x 2 SCREEN FRAME, „ t
OR AS UPRIGHTS AGAINST
W/ THE FASTENER BEING
A WALL OR COLUMN
4' IN LENGTH, TO
1/4' PIA x 3f/4' TAPCON
MAINTAIN A 2' MN.
TO BE PLACED AT NO MORE
EMBED. E_:
THAN 18' OZ. (RE: GEN. NOTE ►3)
MIN EMBEDMENT FOR
ALL TAF'CONS SHALL
CONC. / CD,S. / MASONRY
SURFACE
BE 2' INTO CONCRETE.
NOTE: ALL FASTENERS SPECIFIED IN 'COLUM-TO-FOUNDATION' DETAILS
PERTAIN ONLY TO THE FASTENERS TO
BE PLACED ON EITHER SIDE
OF COLUMNS. THIS DETAIL 16 FOR ALL
INTEIR4MEDIATE FASTENERS FOR
I x 2 SCREEN FRAME TO EITHER CONC. DECK OR C.5h. MASONRY WALL.
2 x 3 x .010 ROOF PURLIN
2 x 3 x .010 EYE RAIL,
TYP. (CONTINUOUS)
2 x 5 x I/a' ANGLE (2-INCHE8
LONG) WITH (2) 14 TEKS INTO
TOP OF 2 x 3 EYE RAIL AND
(2) M4 TEKS INTO THE FRONT
OF THE 2 x SMB SIDE WALL
UPRIGHT
I x 2 OB TOP FRAME
10 x 2' SMS SCREW, WITH 5/8'
DIA WASHER (SEE GENERAL
NOTE 03, SHEET 02) TO BE IS -
INCHES, CENTER -TO -CENTER
MAX SPACING
2 x 5 SMB UPRIGHT (MINIMUM
SIZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
23/4' MIN. EDGE
DISTANCE
SEE 'MINIMUM FOOTER
TABLES' ON SHEET M
211V x IV2'.U-CHANNEL CLIP
ATTACHED TO THE EYE RAIL
WITH SIX (6) M2 TEKS, AND (3)
THE 2 x 3 ROOF PUR -IN (TO
c0 BE ATTACHED ON THE TOP
END TO THE SCREEN ROOF
BEAM IN THE SAME MANNER
2 x 4 x 1/a' ANGLE (2-INCHES
LONG) WITH (2) M4 TEKS INTO
BOTTOM OF THE 2 x 3 PURLIN
AND (2) M4 TEKS INTO THE
BACK OF THE 2 x SMB SIDE
WALL UPRIGHT
x 3 x .010 CHAIR RAIL (TYP)
x 2 x 3/16' ANGLE, WITH FOUR
(4) 12 TEKS INTO THE UPRIGHT
AND ONE (1) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
1 x 2 OB BOTTOM FRAME
5IFDE WALL UPRIGHT DETAIL
BEAM 51ZE
2x5-2x6
2xi-2x8
2x9
2x10
2 x SMB SCREEN ROOF BEAM
2 x 3 x .010 ROOF PURL IN
NO. OF 14 TEKS
(PER SIDE)
(2) 14 TEKS
(4) #14 TEKS
(5) *4 TEKS
(6)"4TEKS
2 x 5 x 19' ANGLE (2 -INCHES o o
/7
LONG) WITH (2) M4 TEKS INTO o o
TOP OF 2 x SMB BEAM AND
(2) M4 TEKS INTO THE FRONT o 01
OF THE 2 x SMB FRONT WALL
UPRIGHT
I x 2 OB TOP FRAME
010 x 2' SMS SCREW, WITH 5/6'
DIA. WASHER (SEE GENERAL
NOTE 03, SHEET 02) TO BE 18-
INCHES, CENTER -TO -CENTER
MAX SPACING
2 x 5 SM5 UPRIGHT (MINIMUM
SIZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
23/4' MIN. EDGE
DISTANCE
I x 2 OB BOTTOM FRAME`:
SEE 'MINIMUM
TABLES' ON
33/4' 3'
MIN. MIN.
FRONT WALL
U5E WITH ALLOY 6005-T5 ONLY!!
SCREEN ROOF BEAM SHALL
OVERLAP ON THE OUTER SIDE
OF BOTH SIDES OT THE UPRIGHT
(TYP. EACH SEAM -TO -UPRIGHT
CONNECTION) SEE TABLE ABOVE
FOR NUMBER OF 14 TEKS, AS
SPECIFIED BASED ON BEAM SIZE
x 3 x .010 CHAIR RAIL (TYP)
I X 1 X 3/16ANCsLt, WI I H tVuK
(4) 12 TEKS INTO THE UPRIGHT
AND ONE (1) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
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