HomeMy WebLinkAbout325 Bella Rosa CirCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / / Documented Construction Value: $
Job Address: °Z d S Historic District: Yes No
Parcel ID: ° - ' .S() C _00 Do Zanin
Description of Work:
g•
Plan Reew Co tact2Person: 1 UI,U Y 1 Title:
Phone: 2o %Fax: E-mail: —
Property Owner Information
Name i hal I 0 p Phone:
Street:
r
S Resident of property?
City, State Zip: (X 1 >vr,
1 Poo) Contractor InformationNameton Pho
Street: 0 j % Fax: O Z
City, State Zip: T 'lJ-tate License No.EO o
rc itect/Engineer Information
Name: ri Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service — No. of AMPS:
Mechanical (Duct layout required for new systems)
Plumbing
No. of Stories:
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
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 RECORDING YOUR NOTICE OF COMMENCEMENT.
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 permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released. A
2(( 3
Vature of Owner/A ent Date
State of Florida/ ' / Date
TAMARA M. MCPHERSON
Notary Public - State of Florida
My Comm. Expires Oct 12, 2012
Commission # DD 830465
Bonded Through National Notary Assn.
Produced ID Type of ID
APPROVALS: ZONING: 4q'1101- ( 1 k UTILITIES:
ENGINEERING: FIRE:
of Contractor/Agent J
of Notary -State of Florida
Date
TAMARA M. MCPHERSON
Notary Public - State of Florida
My Comm. Expires Oct 12, 2012
Commission # DO 830465
Bolded Through Cptional Notlyy_Ap .
ID Type ofID
WASTE WATER:
to Me or
BUILDING: //
COMMENTS: A 1- Scrt-n w, #1
Rev 11.08
UI1
Florida Pool Enclosures, Inc.
927 Hickory Street • Altamonte Springs, FL 32701
Phone: 407-260-2800 • Fax (407) 260-6411
Subdivision: e E! , "S2721?;E:-5
Insulated -3- 4" 6"
Fan Beam QTY
Screen Room Pan Roof Travertine Sgft
Sun Room Suntuf Sgft Color
Car Porch Clear White SolarGray Size
Porch/Lanai Shingles Color Coping Lnft
Rescreen/Repair 3 tab Architetural Color
U 8" 16" 24" 36"
Smooth Woodgrain
Insulated KP- 2" 3"
Pet Door Qty_
SM MD LG XL
Skylights Qty_
SALES CONTRACT
State Certified Contractor SCCO56689
www.floridapoolenclosures.com
E-mailPERMIT #
Home #:
Work #:
Mobile #3 Z e9 7 4— 9 .S"/ 2!
Fax #: -
vinyl
Acrylic
Glass
Trapezoid
Transom (Top)
Clear Grey Bronze
Horizonat Sliders
4 -Concrete Slab Sgft
6 -Concrete Slab Sgft
Footer 8"x8" 8"x12"Lnft_
Acrylic Finish Color
2"Deco Drain Lnft
3'x3' Door Pad Qty
Other
Thick Pavers Sgft
Thin Pavers Sgft
Payment is due in full at the time of completion of work. A finance charge of 1 1/2% per month shall be applied to all accounts not paid in full within 10 days of due date.
All material will remain the property of Florida Pool Enclosures until payment is received in full. Right of Access and Removal is granted to Florida Pool Enclosures in the
event of nonpayment per the terms of this contract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonable
attorney fees. Ifthe customer refuses to allow Florida Pool Enclosures to begin work or complete work already begun, or to accept materials contracted for, customer
agrees to pay liquidated damages of a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress.
NOTICE TO PURCHASER / DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES
You, the Owner, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. OC?
I acknowledge that I have read and understand this contract to include items listed on the
back of this contract and agree to its terms. 9/ Z 71Z.i 7Z q3Z 1' V...
Buyer M 819 110 r Seller: Florida Pool Enclosures '137PrintName) (Subject to roya by Slier
Date I I a! 1 ( Date / Z Ilr
Owner/Buyer Representative
Owner/Buyer Approved By: 6E K /.
007
Total Contract
1/3 Deposit v
1/3 Layout/Eng 704::?
a
1/3 Upon Completion
of Installation
r• pL
ACCORDING TO THE FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHTTO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR SUBCONTRACTOR
FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR
PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN
ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES
THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE
ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS
PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
PERMIT #
Florida Pool Enclosures Inc.
927 Hickory Street •Altamonte Springs FL 32701
Phone: (407) 260-2800 • Fax: (407) 260-6411
IlkN
State Cert. Lic # SCC056689
Thursday, July 17, 2008
POWER OF ATTORNEY
THE UNDERSIGNED HEREBY APPOINTS TAMARA MCPHERSON AS ATTORNEY IN FACE TO
APPLY AND RECEIVE A BUILDING PERMIT FOR THE FOLLOWING ADDRESS:
MY ATTORNEY IS HERBY AUTHORIZED TO DO EVERYTHING NECESSARY TO APPLY FOR
AND RECEIVE THE BULDING PERMIT AND I RATIF EVERYTHING THE SAID ATTORNEY
SHALL DO ON MY BEHALF.
n2 64Z V-/
le Delahoz
Florida Pool Enclosure
SCCO56689
STATE OF FLORIDA
COUNTY OF
THE FOILEGOING INSTRUMENT . WAS ACKNOWLEDGED THIS ! g DAY OF
2061, BY r 6Ldet flvZ ,WHO PERSONALLY
APPEARS BEFORE ME AND ACKNOWLEDGED THAT HE/SHE SIGNED THE
INSTRUMENT VOLUNTARILY FOR THE PURPOSE EXPRESSES IN IT. PERSONALLY KNOWN
OR PRODUCED IDENTIFICATION TYPE OF
IDENTIFICATION.
ALLEN TH
ALLEN NEIL THOMPSON
c Notary Public • State of Florida
My Commission Expires Jan 13, 201.
F`:` Commission # DD 748240aun
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL ;. 9TAIL
m
TRACTDDAvJo7wsom.CFA.ASA1D
f
28
PROPERTY 29
w.
APPRAISER 133'-135d241403913337 31
5E]111N07.E C077NTY Fl_. iQ
1701 E.F7a5TST
oAr CM.FL32771-1468
407-69y5 7606 124 123 122 121 120 11119 118 117 116 115 114 113 112
T:
VALUE SUMMARY
VALUES 2011 2010
GENERAL Working Certified
Value Method CosUMarket CosUMarketParcelId: 29-19-31-502-0000-0360
Number of Buildings 1 0Owner: BILLON TIMOTHY &
Depreciated Bldg Value $87,756 0Own/Addr: BILLON CAROLYN
Depreciated EXFT Value $0 0MailingAddress: 325 BELLA ROSA CIR
Land Value (Market) $22,000 24,000City,StateXpCode: SANFORD FL 32771
Land Value Ag $0 0PropertyAddress: 325 BELLA ROSA CIR SANFORD 32771
Just/Market Value $109,756 24,000SubdivisionName: CELERY ESTATES NORTH
Portablity Adj $0 0TaxDistrict: Sl-SANFORD
Save Our Homes Adj $0 0Exemptions: 00 -HOMESTEAD (2011)
Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 4,200
Assessed Value (SOH) $109,756 19,800
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 109,756 $50,000 59,756
Amendment 1 adjustment is not applicable to school assessment) Schools 109,756 $25,000 84,756
City Sanford 109,756 $50,000 59,756
SJWM(Saint Johns Water Management) 109,756 $50,000 59,756
County Bonds 109,7561 $50,0001 59,756
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES 2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: 430
SPECIAL WARRANTY DEED 09/2010 07461 0469 $135,000 Improved Yes
2010 Certified Taxable Value and Taxes
WARRANTY DEED 06/2008 07014 0848 $3,018,400 Vacant No
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...
LOT 0 0 1.000 22,000.00 $22,000 LOT 36 CELERY ESTATES NORTH PB 71 PGS 38 - 45
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
New
Building 1 SINGLE FAMILY 2010 7 1,564 2,095 1,564 CB/STUCCO FINISH $87,756 88,197
Sketch
Appendage / Sgft OPEN PORCH FINISHED / 90
Appendage / Sgft GARAGE FINISHED / 420
Appendage 1 Sgft OPEN PORCH FINISHED / 21
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base
Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
ifyou recently purchased a homesteaded property your next years property tax will be based on JusUMarket value.
http://www.scpafl.orglweb/re web.seminole county title?PARCEL=29193150200000360... 7/13/2011
Fo fi
Permit Number: / , L'71
6Folio'/Parcel Identification Number.og I ALJ
Prepared by:
Return to: lei
NOTICE OF COMMENCEMENT 04 i
State of Florida, County of Orange
The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter
Name: / V Telephone Number 94
Addres_-P G0C Interest in Property
4. Fee Simple Title Holder (if other than owner shown above)
Name Telephone Number
Q .dress
Contractor
ame UY/ ' A Poo J 11,)6106 ee hone Numper
Address D
6. Surety (i any)
Name Telephone Number
Address Amount of bond $
7. Lender (if any) i
Name Telephone Number
Address
8. Persons withi a State of Florida designated by Owner upon whom notices or other documents may be served as
provided by §713.13(1)(a)7, Florida Statutes.
Name Telephone Number
Address
9. In addition to hams r hersel=
Telephone
designates the following to receive a copy of the Lienor's Notice as provided
in §713.13(1)(b), Flo da Statutes.
Name Number
Address
10. Expiration date of no e of commencement (the expiration date is one year from the date of recording unless a different
date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMIMENCEMENT 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
11FO" ME CING,WO RFK OR RECORDING YOUR NOTICE` OFF COMMENCTMEff,,
30 qS-
Signature of Owner Signatory's Printed Name/Title/Office
or Owner's Authorized Officer/Director/Partner/Manager§713.13[1)[d)) _ +/
Th oregoing instrument was acknowledged before me thisday of ,D by f; !
month) (year) (name of pers n)
authority, e.g., o1cer, jfGsteh aVmgy injaej) (Name ofparty n hehalf of whom instrument was executed)
ignature of Notary Public tate of Florlda (Print, type, or st commissioned name of Notary Public)
Personally Known OR Pro uceg1„ID
Type of ID Produced 1j [511
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts
stated in it are true to the best of my knowledge and belief.
Signature of Natural Person Signing on Line 11 -Above+
Form Revised: 11/20107
MARYMW MORSE, CLERK OF CIRCUIT CUURT
CLERK OF SEMINOLE COUNTY
8K 07605 Pg IR14; (Ipg)
FILE tlY)UM 24) I 1 o:)7C114 j
RECORDED 07/R5/R01i o1 t 13102 PM
RECIaRDINS FEES 10. c0
REMED BY T Seilh
ISN ! (Illi! !! !11 h H!! I t! i tt Itt 1) ttt tuefii m •
CpttEFSON
Pµvrn'=
TAMAI?
A hlt. Slate 01 Florida } afy
i S
i C30ebp12
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MYtCommbExPitjcnr 1ii: p`:
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UTILITY DEPT
FIRE PREVENTION
PLANNING RM I' 11' n
BUILDING
0AIIAPOFSURVEY
Ili
PREPARED FOR " B 0 UNDAR Y WITH IMPR 0 VEMENT S"
LOT 36, CELERY ESTATES NORTH, ACCORDING TO THE PLAT
THE'REOF,AS RECORDED IN PLAT BOOK 71, PACE'S 38-45 OF
THE PUBLIC RECORDS OF SfffflVOLE COUNTY, FLORIDA.
F. I. R. C. 5/8"
LB,17043
EL=13.3
c7
LOT 37
0)
O
O
z
EL=12.B—
10.1'
POWER BOXYCABLEBOX
EL=12.5
FND X—CUT
ON S/W
to
TRACT "D"
INSERVATION AREA
50'10 "E - 60.00 '
N
ALS L2.. '
aie.o
z .00• I
LOT 36
I
RESIDENCE
REAR- 20'
FF=14.72
CORNER LOTS= 15'
Iui
ELEVATIONS SHOWN HEREON ARE BASED
w
COVERED I L6
I.AILi1 .
HEREON IS IN ACCORDANCE WITH THE TECHNICAL
0
STANDARDS AS SET FORTH BY THE B04RD OF
LANDS SHOWN HEREON WERE NOT ABSTRACTED PROFESSIONAL LAND SURVEYORS IN.CHAPTER 5J-17,
FOR ADMINISTRATIVE PURSUANT TO SECTION
SCALE 1 " = 30 ' RESTRICTIONS, ORIADJOINERSAOF RECORD.
STATUTESDE,
472.027,DA
UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER
m
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
II
I
3.93' J
N
10' U.E.
5S/W: .
S 9.l0 ;'1•D " W 60. 00 '
S. I. R. C. 5/8"
L816605 _
EL=1 .2
V`
1/
1
10.1'
EL=12.8
W
LOT 35
Cn
O
O
Eo
EL=12.2
CEL=f2.1
FND X—CUT
ON S/W
0
CIL
EL=12.36 392.50' _
FND N89 '50 ' f 0'E FN O P. I. FND J
CERTIFIED TO AND FOR THE NAIL BELLA ROSH CIRCLE NAIL N6D LBH7514
EXCLUSIVE BENEFIT OF: 50' R/JY PER PLAT
TIMOTHY BILLON PRIMTE
UNIVERSAL AMERICAN MORTGAGE COMPANY
NORTH AMERICAN TITLE COMPANY
NORTH AMERICAN TITLE INSURANCE CORPORATION
PROPERTY ADDRESS CITY OF SAMFOP10 - BUILDING ROAN REVION325BELLAROSACIRCLE LfUPLANNINGANDDEVELOPMENTS SURVEY NOTES:
SETBACK REQUIREMENTS: APPROVED_ "
FRONTm25'
SIDES- 7.5'
REAR- 20'
CORNER LOTS= 15'
ELEVATIONS SHOWN HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUM OF 1988.
BEARINGS SHOWN HEREON ARE BASED ON THE I HEREBY CERTIFY THAT THE MAP OF SURVEY SHOWN
RECORD PLAT, THE CENTERLINE OF BELLA ROSE HEREON IS IN ACCORDANCE WITH THE TECHNICALNCIRCLEBEINGN89'50'10" E. STANDARDS AS SET FORTH BY THE B04RD OF
LANDS SHOWN HEREON WERE NOT ABSTRACTED PROFESSIONAL LAND SURVEYORS IN.CHAPTER 5J-17,
FOR ADMINISTRATIVE PURSUANT TO SECTION
SCALE 1 " = 30 ' RESTRICTIONS, ORIADJOINERSAOF RECORD.
STATUTESDE,
472.027,DA
UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
2
a.
1X2 O.B.
SUPPORT
HOST STRUCTURE
r ------------------r
II
2X2X0.045
I
7- SUPER GUTTER
TY')
T-------------2X2XO.045
PURLIN
oo1 M ` od
Y) X NAN N X N
Xx
DO `
X X N N+ N +} N N
ti+ Q'\ 2X2XO.045
txz O.B.
KNEE BRACE
18' HORZ
18' VERT.
TYP. 6 PLC'S)
U.N.O.)
27'-13/4'
2X2XO.045
1x9 OR_
od
7
N X
N +
1X2 O.B.
2X4 SMB
0
I
2X4 SMB
1x2 0.8.
SCREEN AREA 262 SQ.FT.
27'-73/4'
4' NOMINAL CONCRETE SLAB UNDISTURBED OR
2500 PSI. MIN.) W/6z6z1O/10 COMPACTED SOIL/
W.W.M. OR FIBER REINFORCED SAND
POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
01
On
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i
rn
Florida Pool
Enclosures
Design Department Prepared by: *,
927 Hickory St.
Altamonte Springs, FL Allen
Office: 407-260-2800 Thompson
Fax: 407-260-6411
Sheet Number: 1 of 1
Job Number: 11307
Project Information:
Tim Billon
325 Bella Rosa cir.
Sanford, FL 32771
Parcel ID:
Scale: Not to Scale
Date: 8/10/11
General Notes:
1) The length given for the knee braces
represents the horizontal and vertical
displacements.
2) The locations of doors are incidental to the
design.
3) Girls remain the same throughout the
design, unless othewise noted.
4) Dimensions are to center of walls and
members.
Structural Concepts
Design
Engineering
2X2XO.045
GIRT CABLE
BRACE
o m m M TYP. CD O V, V,
X !<x x 2X2XO.045 x
N + N N CHAIR RAIL
6'-9'6'-9' T1X2 6'-9' 6'-9'
O.B.
od
7
N X
N +
1X2 O.B.
2X4 SMB
0
I
2X4 SMB
1x2 0.8.
SCREEN AREA 262 SQ.FT.
27'-73/4'
4' NOMINAL CONCRETE SLAB UNDISTURBED OR
2500 PSI. MIN.) W/6z6z1O/10 COMPACTED SOIL/
W.W.M. OR FIBER REINFORCED SAND
POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
01
On
Tl
i
rn
Florida Pool
Enclosures
Design Department Prepared by: *,
927 Hickory St.
Altamonte Springs, FL Allen
Office: 407-260-2800 Thompson
Fax: 407-260-6411
Sheet Number: 1 of 1
Job Number: 11307
Project Information:
Tim Billon
325 Bella Rosa cir.
Sanford, FL 32771
Parcel ID:
Scale: Not to Scale
Date: 8/10/11
General Notes:
1) The length given for the knee braces
represents the horizontal and vertical
displacements.
2) The locations of doors are incidental to the
design.
3) Girls remain the same throughout the
design, unless othewise noted.
4) Dimensions are to center of walls and
members.
Structural Concepts
Design
Engineering
MAP OF SURVEY
PREPARED FOR " B 0 UNDAR Y WITH IMPR 0 VEMENTS"
LOT 36, CELERY ESTATES NORTH, ACCORDING TO THE PLAT
THEREOF,AS RECORDED IN PLAT BOOK 71, PACES 38-45 OF
THE PUBLIC RECORDS OF SEH11VOLE COUNTY, FLORIDA.
officE
NOL
PERMIT #
TRACT "L'"
ONSER ATION AREA
F. I. R. C. 5/8 • N83 *50'10 "E 160. 00 ' S. I. R. C. 5/8"
LBN7043 _ LBd6605
EL=13.3
I
EL=1 .L — — — 7
BACK LINE 1 10.1
0V EO o 12.83' 10.1' I I EL=12.8
27. 00
Q) I I
o I II o
ui I LOT 36 I
o
1 RESIDENCE
FF=14.72Lb
m
lu
LOT 37 o `°ANS° I ' o LOT 35
7.33' ','1 i Ito Lo
I I o0
o II m • I o
EL=12.8 19.63'
10.1 1s nCr;;: EL=12.2
ul
POWER BOXY `v
CABLE BOX -"T".'
EL=12.6 :.;,...
10' U.E.
EL=12.1
FND X -CUT 5' S/W' 1 •= -.- '::; ,.:; FND X -CUT
ON SIN +50 ;1•D "W 60. 00' ON SIN
0
ti
CIL
EL=12.36 392.50' _
FND N89'50'10'E FND P. I. FND J
CERTIFIED TO AND FOR THE NAIL BELLA ROSA CIRCLE NAIL N6D L6#7514
EXCLUSIVE BENEFIT OF: 50' RIF PER PLAT
TIMOTHY BILLON PRIVATE
UNIVERSAL AMERICAN MORTGAGE COMPANY
NORTH AMERICAN TITLE COMPANY
NORTH AMERICAN TITLE INSURANCE CORPORATION CITY OF SANFDRD - BUILDING PIAN REVIEW
PROPERTY ADDRESS
REVIEW
325 BELLA ROSA CIRCLE PLANNING AND DEVELOPMENT SERV r
s
SCALE 1" = 30
SURVEY NOTES: APPROVED
SETBACK REQUIREMENTS: PATE `IFRONT -25'
SIDES; 7.5'
REAR- 20'
CORNER LOTS= 15'
ELEVATIONS SHOWN HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUM OF 1986.
BEARINGS SHOWN HEREON ARE BASED ON THE
RECORD PLAT, THE CENTERLINE OF BELLA ROSE
CIRCLE BEING N 89'50'10' E.
LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, RIGHTS-OF-WAY, DEED
RESTRICTIONS, OR ADJOINERS OF RECORD.
UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
I HEREBY CERTIFY THAT THE MAP OF SURVEY SHOWN
HEREON IS IN ACCORDANCE WITH THE TECHNICAL
STANDARDS AS SET FORTH BY THE B04RD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
1X2 O.B.
SUPPORT1.1111 STRUCTURE
7" SUPER GUTTER
TYP)
I
I
KNEE BRACE i
24" HORZ. ;
24" VERT.
I
I
2X2X0.045
PURLIN
I
OO
Nx i N
XN+ a
I N
I
I 2X2XO.045
1 +1X2 O.B.
11'-10"
Z'2 ryD0.
m
000
NcjX_
N +
I
I
I
I
qm
00
N X_
N +
1X2 O.B.
2X4 SMB
CDI
2X4 SMB
1X2 O.B.
SCREEN AREA 146 SQ.FT.
12'-4"
4" NOMINAL CONCRETE SLAB UNDISTURBED OR
2500 PSI, MIN.) W/6x6x10/10 COMPACTED SOIL/
W.W.M. OR FIBER REINFORCED SAND
POLYPROPYLENE FIBER —
1.5 POUND (MIN.)PER C.Y.]
Florida Pool
Enclosures
Design Department Prepared by.
927 Hickory St.
Altamonte Springs, FL Allen
Office: 407-260-2800 Thompson
Fax: 407-260-6411
Sheet Number: 1 of 1 1
Job Number: 11307
Project Information:
Tim Billon 0325BellaRosacir.
Sanford, FL 32771
CABLE
Parcel ID:
BRACE
W min TYP.
0 N
2x2XO.O
Z
CD
X N
X!X
N +N
1X2 O.B.
qm
00
N X_
N +
1X2 O.B.
2X4 SMB
CDI
2X4 SMB
1X2 O.B.
SCREEN AREA 146 SQ.FT.
12'-4"
4" NOMINAL CONCRETE SLAB UNDISTURBED OR
2500 PSI, MIN.) W/6x6x10/10 COMPACTED SOIL/
W.W.M. OR FIBER REINFORCED SAND
POLYPROPYLENE FIBER —
1.5 POUND (MIN.)PER C.Y.]
Florida Pool
Enclosures
Design Department Prepared by.
927 Hickory St.
Altamonte Springs, FL Allen
Office: 407-260-2800 Thompson
Fax: 407-260-6411
Sheet Number: 1 of 1 1
Job Number: 11307
Project Information:
Tim Billon 0325BellaRosacir.
Sanford, FL 32771
0ParcelID:
Scale: Not to Scale
Date: 7/15/11
General Notes: M
1) The length given for the knee braces
represents the horizontal and vertical
displacements.
2) The locations of doors are incidental to H
design. $
3) Girts remain the same throughout t
design, unless othewise noted. 1
4) Dimensions are to center of walls a d
members.
Structural Concepts
Design
Engineering
J
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THIS TABLE APPLIES TO BEARING & NON-BEARING WALLS
FOR HORIZONTAL WIND LOADS IN DESIGN. HEIGHTS
MAY BE INTERPOLATED BUT NOT EXTRAPOLATED.
77
lx2 O.B.
1x2x0.044 OPEN BACK)
AL 6005-T5
SELF -MATING BEAM
HALF -SHELL (AL 600545)
L
2x2 ANGLE
2x2x0.125 ANGLE)
AL 6005 -TS
6r
10 O.B. 2x2 H. 2x3 H.
0x3x0.044 OPEN BACK) (2x2x0.044 HOLLOW) (200.044 HOLLOW)
AL 6005-T5 AL 6005-T5 AL 6005-T5
SELF -MATING BEAM (SMB) NAMING CONVENTION
MARK PROPER NAME
2x4 SMB 2x4x0.046x0.100 Self -Mating Beam
2x5 SMB 2x4x0.050x0.116 Self -Mating Beam
2x6 SMB 2x40.050W.120 Self -Mating Beam
2x7 SMB 2x4x0.055x0.120 Self -Mating Beam
2x8 SMB 2x4x0.072x0.224 Self -Mating Beam
2x9 SMB I2x4x0.072x0.224 SelMating Beam
2x10 SMB 2x4x0.092W.389
Self-
f.Mating Beam
U
U-CHANNEL/RECEiVER CHANNEL
0x2x0.055 U -CHANNEL)
AL 6005 -TS
2x4 H.
2x4x0.044 HOLLOW)
AL 6005-T5
FASTENER STITCHING ALONG TOP & BOTTOM
AT 24" O.C. SRE OF SMS DETERMINED BY
DEPTH OF BEAM.
2X4 SMB - 2X7 SMB USES #100 x 0.75 S.M.S.
2X8 SMB - 2X10 SMB USES #140 x 0.75 S.M.S.
2"
SELF -MATING BEAM
ATTACHMENT (AL 6005TS)
Ivt IH
H -CHANNEL 1x2 ANGLE
204.062 H -CHANNEL) 044.062 ANGLE)
AL 6005-T5 AL6005-T5
13
DOORJAMB
2x2x0.046 DOORJAMB)
AL 6005-T5
SELF -MATING BEAM (SMB) NAMING CONVERTION
SCALE: 3' . 1'•O
O
COLUMN SCHEDU
TRIBUTARY WIDTH 4.0 1 4.5 1 5.0 5.5 6.0 6.5 7.0 7.5 8.0
TRIBUTARY WIDTH
EFFECTIVE HLIUK17it I.)
2x2 H 5.5 5.1 4.8 4.6 4.2 3.9 3.36.2[
38.5
2x3 H 8.1 7.3 6.9 6.7 6.4 6.1 5.9 5.5
2x6 SMB
Wm 2x7 SMB
9.08.2 7.8 6.8 6.1 5.8
2x4 SMB 13.912.4 11.8 11.3 10.9 0.5 10.1 9.8
31.6 28.7 24.1 22.7 19.6 18.2 17.3 16.5
172 15.3 14.6 1 13.0 12.5 12.1
2x6 SMB 19.6 17.6 16.7 16.0 15.4 14.8 14.3 13.9
2x7 SMB 22.0 19.7 18.8 18.0 17.3 16.6 16.1 15.5
2x8 SMB 30.3 27.4 26.1 25.0 24.0 23.2 22.4 21.7
2x9 SMB 36.0 33.2 31.6 30.3 29.1 28.0 27.1 26.2
2x10 SMB 41.5 38.5 37.0 35.4 34.0 32.6 31.7 30.7
2x5 TFB 18.216.3 15.5 14.8 14.2 13.7 13.3 12.8
2x3x0.060
21.6 20.6 19.7 18.9 18.2 17.6 17.1
14.3 13.6 13.4 12.9
29.3 27.9 126.7 125.7 124.8 23.9 23.2
PURUN SCHEDULE (UP TO 130 MPWEX
TRIBUTARY WI D
TRIBUTARY WIDTH 8.0 112.0 120.0 124.0 130.0134.0140.0 144.0 48.0 52.0
TRIBUTARY WIDTH 4.0 4.5 5.0 5.5 6.0 6.5 1 7.0 V7.5 1 8.0
2x6 SMB
Wm 2x7 SMB
22.4 20.4 17.2 15.8 13.2 12.2 11.7 112
25.4 23.4 19.5 18.3 15.3 14.2 13.5 12.9
EFFECTIVE S
w 2x8 SMB 31.6 28.7 24.1 22.7 19.6 18.2 17.3 16.5 15.9
2x2x0.044 8.0 8.0 88.0 1 8.0 1 8.
0PA.
0 7.9 D7.7 I7.5
m 13.7 13.1 12.8 12.4 12.0
30.0 27.3 22.9 21.6 18.6 17.3 16.4 15.7
11.1 10.8
2x3x0.060 15.3 14.7 14.3 13.6 13.4 12.9 12.4 11.9 11.4
2x4x0.050 17.0 17.3 16.8 16.1 115.8 1 15.1 114.4 113.7 113.0
CARRY BEAM SCHEDULE FOR SCREEN ENCLOSURE ROOFS
TRIBUTARY WI D
TRIBUTARY WIDTH 8.0 112.0 120.0 124.0 130.0134.0140.0 144.0 48.0 52.0
2x4 SMB
EFFECTIVE SPAN (FT.)
16.4 14.1 111.7 110.9 9.6 9.1 1 8.4 1 8.0 7.7 7.3
2x5 SMB 11.5 10.7 10.2 9.820.1 17.4 114.7 113.
7k222.7
9.3
2x6 SMB
Wm 2x7 SMB
22.4 20.4 17.2 15.8 13.2 12.2 11.7 112
25.4 23.4 19.5 18.3 15.3 14.2 13.5 12.9
10.7
12.4
w 2x8 SMB 31.6 28.7 24.1 22.7 19.6 18.2 17.3 16.5 15.9
2 2x9 SMB 34.3 31.6 26.6 25.0 21.3 19.7 18.8 18.1 17.3
f2x10 SMB 42.7 39.3 33.0 31.0 27.5 25.9 24.7 23.6 22.7
2x5TFB24.1 22.2 18.5 17.4 14.5 13.5 12.8 12.3 11.8
p 2x7 TFB 30.0 27.3 22.9 21.6 18.6 17.3 16.4 15.7 15.1
U 2x9 TFB 36.3 33.4 28.1 26.4 24.3 23.4 22.0 121.0 120.1 119.3
SPANS MAY BE INTERFUAA I EU UV 1 NUL CA I1^n -I-
CHAIR BALUCHEDULE
TRIBUTARY WI D 4.0 5.0 1 6.0
4.0 5.00 6.0 7.0 8.0
2
2x4 SMB
FECTIVE SPAN (FT.)
240.045 8.5 7.8 7.6 7.1 1 6.8
CdW 10.4 9.7 9.1 1 8.7
2x3x0.060 12.7 11.8 11.1 10.6 10.1
2x4x0.050 13.6 12.7 11.7 112 10.5
2x5xO.050 15.0 13.4 12.2 11.3 110.6.
2. FCIRANTIHINUS AL 1TW An V.GnLK V..
USE THE PURUN TABLE TO DETERMINE SPANS.
KNEE BRACESCHEDULE
BEAM SCHEDULE
TRIBUTARY WIDTH 4.0 5.00 6.0 7.0 8.0
2
2x4 SMB
EFFECTI )
20.4 18. 17.3 16.0 4.9
W 27.3 24.4 19.3
a
2x6 SMB 31.8 4 24.4 22.8
ad 2x7 SMB 36.2 4 28.1 26.3
2x8 SMB 47.1 2 39.1 37.3
2x9 SMB 55.98 46.4 44.4C47.544.7
2x10 SMB 60.0.4 53.5 51.2
2x5 TFB 28.5.7 22.0 20.5
m 2x7 TFB 38.5.4 30.9 28.9
2x9 TFB 51.1 .7 42.4 40.6
NOTES:
1. SPANS MAY BE INTERPOLATED BUT NOT EXTRAPOLATED.
2. FCIRANTIHINUS AL 1TW An V.GnLK V..
USE THE PURUN TABLE TO DETERMINE SPANS.
KNEE BRACESCHEDULE
TY. PER FLANGE
1
ftLENGTH
2x2x0.044 UP TO 2' 2
2'TO4' 3
2x4x0.050
2x4x0.048 x 0.100 SMB 6' TOT 4
2x6xO.050 x 0.120 SMB T TO 8' 6
NOTES:
1. BEAM MEMBER SIZE IS CHOSEN BY THE SPAN BETWEEN THE KNEE
BRACES. TYPICALLY N•N.OJ
2. IF THERE ARE NO KNEE BRACESTHEN THE SPAN IS CHOSEN BYTHEDISTANCEOFTHEBEAMLENGTHMINUSHALFTHEDEPTH
OF EACH UPRKh(T. (Le. - BEAM LENGTH - (HALF DEPTH OF
UPRIGHT 1 + HALF DEPTH OF UPRIGHT 2).
3. KNEEBRACE LENGTHSHALLNOTEXCEED WHATIS GIVEN INTHE
KNEE BRACE SCHEDULE (L. 8' INHORRONTALORVERTICAL
DISTANCE) UNLESS THE SITE-SPECIFIC LAYOUT HAS BEEN
APPROVED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER.
4. UPRIGHT MEMBER SIZE ISCHOSEN BYTHE SPAN FROM THE
GROUND TO THE BOTTOM OFTHEKNEE BRACE
5. CHAIR RAILS THAT ARE ATTACHED TO UPRIGHTS THROUGH THEWEBOFTHEUPRIGHTINTOEVERYAVAILABLESCREWBOSSOF
THE CHAIR RAIL MAY BE USED AS GUARD RAILS IN SCREEN
ENCLOSURES PROVIDED THAT THEY ARE SET AT A HEIGHT OF
BETWEEN 18' 6 48' AND THATTHEY SPAN NO GREATER THAN
WHAT THE CHAIR RAIL SCHEDULE IDENTIFIES FOREACH
RESPECTIVE MEMBER.
6. THE SPAN TABLES SHOWN ARE CALCULATED FOR WIND
EXPOSURE B TYPE TERRAIN. IF EXPOSURE C IS NEEDED, THEN USETHEMULTIFUERSASFOLLOWS: WITHA HEIGFITRANGEOF: 0.15': MULTIPLY SPAN BY0.83 ORFASTEN SELF44ATING
BEAMSTOGETHER a 12' O.C.
I5'-20: MULTIPLY SPAN BY 0.78 OR FASTEN SELF -MATING
BEAMSTOGETHER 8 12' O.C.
20.25': MULTIPLY SPAN BY 0.74 OR FATTEN SELF -MATING
BEAMSTOGETHER 8 W O.C.
25'-30: MULTIPLY SPAN BY 0.71 OR FASTEN SELF -MATING
BEAMS TOGETHER 8 6' O.C.
I General. Structural Notes I
GENERAL DRAWING NOSES:
DO NOT CA,,DMWINCS. USE TNM.., PROVIDED. TYPICALLY. IN THE CASE OF DIMENSIONAL CONFLICF.AROITECTE1RAL DIMENSIONS GOVERN DVIR nAl11R1RM.
DIMENSONS.TYRCAILY.
KTCONTIUCTORSHALLCOORDINATETHESTRIURALDOCUMENTSw/THEARCHITKTUPAI.MECHANICALElECTRICALPWMBOJG6CIVILDOCUMENTS. SCdDfHALLBE
NOTFlED IN WNTiNG OF ANY DISOREPANCY00. OMISSION. THESTRUCTUAEIS STABLE ONLY IN IT'S COMPLETED FOfIMTFMPORARY IUP, -R -,RED FOR STAIRITY DURING ALL IMERMEDIAT STAGES OF CONSTRUCTION SHALL BF
DESIGNED. NSWIfT1ED. 61NSTAl1ED BYTHECOPITRACTOR TYPICALLY.
00200 BUILDING CODE:
FLORIDA BUILDING CODE • 2007 EDITION W2OD9 SUPPLEMENTS
00500 STRUCTURAL DESIGN CRITERIA
THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE REmLKTIVE REQUIRE UM FOR LOADS AS GVEN BELOW UNLESS SPECIFIC MFRS OF
THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRDELLI
GRAVITY LOADING U TO BE UNIFORM N.NA3
ROOFS -SLOPE 4.Ir: 20PEP (REDUCIBLE)
WIND LOADING PER FLORIDA BUILDING CODEBASICWINDSPEEDM : 130 MRS DSECOND GUST)
ExPOSURECATEGORY 'r
WIND LOAD IMPORTANCE FACTOR 01 - 0.7E
INTERNAL PRESSURE COEFFKIENn . WA (OPEN STRUCTURE)
COMPONENT & CLADDING PRESSURES • 214RFWAX.)
SCREEN FRAME WALL./ GUARDRAIL
L• GUARDRA 20 LB/FT IN ANY DIRECTION a200 I.B. CONCENTRATED LOAD (L KH(VM U GREATER)
01051 DRAWING DIMENSIONSAND COORDINATION:
DIMENSIONAL INFORMATION. PRICING, ALLDETAILS AND CONSTRUCTION SHALL BE BASEDON THEENTIRE SETOFCONTRACT DOCIMSENM COORDINATE THE REQUIREMENTSOFALLPROFESSIONALS. USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO
THE ARCHITECT PRIOR TO PROOEEEDBNG.
01100 SCOPE OF SERVICE
STRUCTURAL CONCEPTS & DESIGN. LKASTHE STRUCNRALENGINEER OF RECORD HASDESIGNED AND R RESPONSIBLE FORONLY THESPECIM STRUCTURAL COMPONENTSSHOWNINTHISSETOFSTRUCTURALCONSTRUCTIONDOCUMENTS. IF ASPECIALTY ENGINEER AS DEFINED BYTHE DEPARTMENT OF PROFESSIONAL RECAKATION-5REQUIRED. HISSERVICESMUSTCOMPLYWITHTHESCOPEOFSERVICESASOUTLINEDINTHEPROJECTCONSTRUCTIONDOCUMENTS.
02000 FOUNDATIONS:
GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN NOTBEEN PROVIDED ATTHE TIME THESE DRAWINGS WERE ISSUED. BASED ON SMRAR PROJECTS INTHEAREA THE
FOLLOWING FOUNDATION SYSTEMWILLBEUSED:
SHALLOW STRIP AND SPREAD FOOTWO./ALLOWABLE BEARING. 2.000 PSF•
TO BE VERIFIED BY GEOTECHNICAL ENGINEER PRSDRTO CONSTRIKl
02200 EARTHwORA:
CONTRACTOR SHALL DEWATER SITEAS NECESSARY. SOTHAT ALL CONCRETE CAN BE PLACED INTHE DRY. ALLBACKFILL SHALL BEACCOMPLISHED USING MATEALLLCONSUTING OFCRUSHEDSTONEAND/ORMATERIAL APPROVED BYTHE GEOTECHMCAL ENGINEER. THE BACKFILL SHALL BECOMPACTED TO95%OFMAXIMUM DENmAS DETERMINED BYASTMD•1557. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH Ib NOT HAVE PERMANENT FLOORS ATTHETOP AND BOSOM WTMOUT PRCMS10N5 FOR ADEQUATETEMPORARYBRACINGOFTHOSEWALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEQnOMICAL ENGINEM RECOMMENDATIONS MAINTAIN EXISTING
FOOTINGS. UTILITIES. AND OTHER IMPROVEAaM INASAFECONDTIION.
03100 FORMSR
SHAbRK
CONTRACTOLL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH --1SEE TYPICAL DESNU FOR CAMBER REQUBRDADNSS. CONTRACTOR SHALL
COORDINATE ALL
DIMENSIONS ANDOLOCATIONSSHALL BEFURNISHED
OPENINCS
AS REQUIREDFOR OTHERY. THE SPECIFICRCONFFIIRMEDBYTHETRADEREQUIRINGTHEOPENINGPROVIDEOWAFEIUATCALLORN. OpENINGS WHERE SHOWN ON THE STFU.ICTURAL DRAWINGS ARE 'TO ODMIFY DECONCRERFESIGN INTE10 LMEMBEA
EXPOSEDTO VIEW. FORMwORKTo REMAIN IN RACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH ToSUPPORT ALLDEAD WADS PLUSAMINIMUM OF50 PSP OF
ADDITIONAL CONSTRUCTION LOAD. SEESPECIFICATIONS FOR ADDITIONAL REOIAAFMONTS.
03200 CONCRETE RENFORCOA M•
WORK SHALL BE INACCORD WITH AO 318-02. ACI31BR-02, ACI 315.99. ACI 318-02. CBS[ *MANUAL OFSTANDARD PRACTICE 2001. CRA 91AONG REINFORCING BARS' 1997• VAREREINFORCEMENTINSfn1lTE'MANUAL OF fiANDARD PRACTICE.STRUCTURAL WELDED WIRE REINFORCEMENP.2001. BARSSHALLCONFORM TO ASTMSPECIFICATION ASSIS(S). GRADE 60. WEANED WIRE FABIUC SHALL CONf-0IiM TO ASTM AIRS. CONCRETE COVER REQUIRED M FOU.01":
A CASTAGAINST ANDEXPOSEDTO EARTH: r
B. FORMED.EXPOSEDTOEARTHORWEATHER: rofi&URGER)
OS' (05 & SMALLEU
C. SIASSANDWALLS:
NO EARTH OR W,ATHaL DMOAIRF V' (FII & SMALLER)
3 HOUR FIRERATINGANDLESS Y•'
LAP SPIKE LENGTHS SHALL BE AS FOLLOW6: 1. ALL WSPLICES SHALL BETENSIONCLASS R' UNLESS OTHER LAPCONDITIONSARESPECIFICALLY SHOWNONTHEDRAWINGS.
2. SPLICE LENGTHS SHALLBE SHOWN ON SHOP DRAGS. WIN
3. USE GENERAL HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMEMCONDISIONS ARE SATISFIED IN ACCORDWTSH AID 319.
03300 CA5T4N•PIACEGON'RES"
TO BE MIXED AND PLACED N ACCORDANCE WITH ACI 301.99. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS. LAILSTRIILTURAI ELEMENTS
SHALL BEFc - 4.000 PR UNLESS NOTED OTHEINASn.
FOUNDATIONS: Fc -3.000 PA
03600 GAOUT.
GROUTING U CLASSIFIED AS'PRECISION GROUrDW FOR SUPPORT OF OPERATING MACHINE BASES. EQUIPMENT SUBJECT ToTHERMAL MOVEMENT AND BASE PATES. SWUNGPLATES. AND EXPANSION BEARINGS EXCEEDING 8' IN LEAST DIMENSION. ALL OTHER GROUTING MAY BE'ORDINARYGROUTNG'. METALLIC Zai&iFGROUrMAY BE USEDONLYININTERIORAPPLICATIONSNOPEXPOSEDTONEWNFINISHEDBUILDINGAREAS. USEORDINARY CEMENT GROUT ONLYWHERE SPECIFICALLY NOTED AI'CITLENT GROUT' ON DETAILS. USE NON•SHRINKGROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL CONFOWTO CRD062I.80WIiEN MIXED 70 FLUB) COKWTFNCYOF 22TO 25SECONDS (FLOW CONE METHOD. CRD{6114610). REQUIRED 28 DAYSTRENGTHS SHALLBEAS FOLLOWS:
CEMENTGROUT: 1.00DPA
NCN•SHRNKGROUr. 5.000PS1
PREQAOrI GROUT: 630EPA
04220 CONCRETE UNPMASONRYe
ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH *SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION'. ACI 530.1-02 AND ALLAPPKABIE LOCALBUBDNGCODEPROVISIONS. ALL MASONRY WALLS TO BECONSTRUCTED D ITRELY OF UNITSCONFORMING TOASTMCB0. AND REINFORCEDWITH 99 GAUGE LADDERTYPE HORIZONTALMASONRYREINFORCINGLOCATEDATIVO.C. ALL MASONRY TO BEWD IN TYPE T MORTAR O.Bm PA ON THE WITH FULL HEAD AND BEDxuNTS. AILMASONRYCONSTRUCTIONTOBEEITHERBOUNDBYTIEBEAM. TIE COLUMN MEMBERS ORTED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOSAND 12GAUGE DOVETAR
ANCHOR RACED 6 IV O.C. DOP AND TWO VERTICAL SIM.
0430 REINFORCED UNIT MASONRY'
ALLREINFORCED MASONRY CONSTRUCTION SHALL BE NACCORD WITH APPLICABLE PROVISIONS OF CONCRETE RENPLUS 3' O NT. CASFN-PLACECON R T,ANQ ONOtETEMASONRY. VERTICALREINFORCINGSHALLANCHORINTOSUPPORTING CONCRETEMEMBERS A CLASS'rSAPUNCRENC+THPLUS3'ORFLRLDEPfil-P{1SY:k%r Ab Rtl/C F4L,Pfj - WITHINREINFORCEDMAWN0.YSHALLBE48BAR DIAMETERS. CONTRACTORSHALLCOORDINATEPALINGOFDOWELSTO ACCCMVAODAFOF 0.YUN /
VERTICAL CELLSANDBEMISWITH REINFORCING SHALL BEFILLEDWITH COARSE GROUT CONSISTING OF 3.000 PA CONCRETEWITHnTE
OFE14IPINNGL AT THEBOOM OF ALL
CELLERE
HOGHT OFS. ALLWALLS TO BEREINFORCED
VACAST IPS
EXCEEDS V -4r. WHERE HE
N 05 SPACEDENCELL ATf48'O. MAX VERTICAL 1S.0. USE HK5H-UFT Y%
ENy5
U
fiAt377yRA-LK--d PT5'•
ES
FLKO i+40.1x R€'
T
r
7 _
obert C. Svoggins. P. 0
F Regi nratIon No. 56158 1--
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JOB NO.: I11-034
DRAWN BY: TLW
CHECKED BY: RCS
APPROVED BY. RCS
DATE 07mm
SHEET
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F. H
LL
KNEE BRACE LENGTH VARIES (SEE SECTION VIEW) '
e
BEAM N
KNEEBRACE ATTACHED
IOxK' SMS. EACH SIDE USING STANDARD 0.050'
QUANTITY FROM TABLE) H;HANNEL. TYP.
BRACE
IOxV S.M.S. EACH SIDE
QUANTITY FROM TABLE)
BEAM TO COLUMN
S- SCALE: I Wa I' -o•
H[HANNEL (MIN.0.044 Till -
w/ (7) /14x . SMS. p4) TdITAI-
BEAM TO BRACE. TYP.
6'-D'
S.M.B. BEAM (SEE—
SCHED. FOR SIZE). TYP.
2x4 SM.BI BRACE -MIN.
UPRIGHT & DIAGONAL
SAME SIZE).
H -11 EL (MIN. (.) THK)
w (/) Aaxy' S.MS. (14) TOTAL-
S T( BRACE. TYP.
4) #12x2' S.M.S. -1x2 O.B.
TO SUPER GUTTER, TYP.
4) 012xY' S.M.S„ TYP.
IOxY' S.M.S. (FOR UP TO 2x7) .Ox2Y. CONCRETE ANCHOROR #14xY' S.M.S. (FOR 2.8 OR (QUANTITY FROM TABLE) HIGHER) FASTENED THROUGH K'
SPLICE PLATE & INTO UPRIGHT GUTTER REINFORCEMENT BRACKET TO BE PLACEDQUANTITYFROMTABLE) EACH BEAM LOCATION & CUT ® 6' IN LENGTH. ALSO
LOOKOUT ARM TO BE PLACED W BETWEEN EACH BEAM LOCATION &
CUT 0 3' IN LENGTH
NOTE
SUPER GUTTER SIZE MAY BE S OFT
NUMBER OF GUSSET PLATE
SCREWS
UPRIGHT SIZE I 2x4 I 2x5 I 2x6 I 2x7 I 2x8 2x9 2x10
QTY. OF SCREWS 1 16 18 20 1 24 1 26 1 30 30
NUMBER OF FASTENERS TO
ANGLE CUP
UPRIGHT SIZE I 2x4 I 2x5 2x6 1 20 1 2x8 I 2x9 2x10
QTY. OF SCREWS 1 3 1 4 1 5 1 6 1 7 1 8 9
LOOKOUT ARM
2 CONNECTION DETAIL
5-2.1 SCALE. IN a 1'4r
SEE BEAM/COLUMN
FOR DETAILS
I) Y.'Ox2• LONG LAG SCREW® 24' 1
SM.B. BEAM (SEE SCHED.
v
FOR SIZE). TYP.
O.C. ENTIRE LENGTH OF GUTTER
O
b0 N
V LEACHIlaTYP. LAG SCREW BEFORE ATTACHING
Ix2 O.B. (OPTIONAL)
H G -
3) 014xY• S.MS. (TYP.
EACH STRAP 6 EACH ADE)
O W LL-,
caE N
C
HOUSE FASCIA
@ EACH BEAM. TYP. (CEDAR
LO
STRUCT. GRADE 2' (MIN.)
O
LL L6
2.0 DOLLOP OF CONSTRUCnON
SCREW
UPRIGHT
O.B. (07r10NAL)
v NN1x2
C V
O
c3> n4xY s.Ms. crYP.
N
IOxY' S.M.S. FASTENED
FASCIA TO EACH RAFTFRTAIL w/
EACH SI
4)#12.2 -SKS .. -1x2 O.B.
STRAP 6 EACH DE) V N to
THROUGH 25251Y' ANGLE
m
TO SUPER GUTTER TYP. C
ilOxY' S.M.S.EFORE ATTACHING SUPER GUTTER24.O.C.. TYPT.
EACH SIDE (QUANTITY AS 4) #12xY' S.MS., NP.
BEAD OF CONSTRUCTION(
SHOWN) • 010,W S.M.S. (FOR UP TO 2x7) OR
Y.•THK.COM.IVE, TYP.
100 S.M.S. (FOR 2x8 OR 252W ANGLE
110 r_
HIGHER) FASTENED THROUGH EACH ADE. TYP. N
2' 2'xY•' ANGLE & INTO UPRIGHT
au
QUANTITY FROM TABLE)
HOUSE WALL S.M.B. BEAM (SEE S..
S.M.B. BEAM (SEE—
SCHED. FOR SIZE). TYP.
2x4 SM.BI BRACE -MIN.
UPRIGHT & DIAGONAL
SAME SIZE).
H -11 EL (MIN. (.) THK)
w (/) Aaxy' S.MS. (14) TOTAL-
S T( BRACE. TYP.
4) #12x2' S.M.S. -1x2 O.B.
TO SUPER GUTTER, TYP.
4) 012xY' S.M.S„ TYP.
IOxY' S.M.S. (FOR UP TO 2x7) .Ox2Y. CONCRETE ANCHOROR #14xY' S.M.S. (FOR 2.8 OR (QUANTITY FROM TABLE) HIGHER) FASTENED THROUGH K'
SPLICE PLATE & INTO UPRIGHT GUTTER REINFORCEMENT BRACKET TO BE PLACEDQUANTITYFROMTABLE) EACH BEAM LOCATION & CUT ® 6' IN LENGTH. ALSO
LOOKOUT ARM TO BE PLACED W BETWEEN EACH BEAM LOCATION &
CUT 0 3' IN LENGTH
NOTE
SUPER GUTTER SIZE MAY BE S OFT
NUMBER OF GUSSET PLATE
SCREWS
UPRIGHT SIZE I 2x4 I 2x5 I 2x6 I 2x7 I 2x8 2x9 2x10
QTY. OF SCREWS 1 16 18 20 1 24 1 26 1 30 30
NUMBER OF FASTENERS TO
ANGLE CUP
UPRIGHT SIZE I 2x4 I 2x5 2x6 1 20 1 2x8 I 2x9 2x10
QTY. OF SCREWS 1 3 1 4 1 5 1 6 1 7 1 8 9
LOOKOUT ARM
2 CONNECTION DETAIL
5-2.1 SCALE. IN a 1'4r
SEE BEAM/COLUMN
FOR DETAILS
252.4- ANGLE —
EACH SIDE. TYP.
8) #14xY' SMS.. 4 SCREWS
EACH LEG, TYP.
SUPER GUTTER —
1k5S1Y' ANGLE x 4' LONG —
EACH BEAM. TYP.
2.0 DOLLOP OF CONSTRUCTION
ADHESIVE ® 5' O.G
1) YI'Ox2• LONG LAG SCREW 0 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER
TAIL w/ 0) Y.'Ox4' LONG PAN HEAD
LAG SCREW BEFORE ATTACHING
SUPER GUTTER.
FASCIA TO BE 2x6 (MIN.) S.P.F.
CEDAR IS NOT ACCEPTABLE)
STRUCT.GRADE2'(MIN.)
TRANSOM UPRIGHT TO SUPER GUTTER CONNECTION
S-2 • SCALE: lY' = 1'-0'
SCHED. FOR SIZE). I) Y.'Ox2• LONG LAG SCREW® 24' 1
SM.B. BEAM (SEE SCHED.
FOR SIZE). TYP.
O.C. ENTIRE LENGTH OF GUTTER
O co
SECURE FASCIA TO EACH RAFTERco8) 014xY• S.M.S. 4 SCREWSTAIL w/ (T) Y'Ox4' LONG PAN HEAD
w
V LEACHIlaTYP. LAG SCREW BEFORE ATTACHING
Ix2 O.B. (OPTIONAL)
C O
3) 014xY• S.MS. (TYP.
EACH STRAP 6 EACH ADE)
252.4- ANGLE —
EACH SIDE. TYP.
8) #14xY' SMS.. 4 SCREWS
EACH LEG, TYP.
SUPER GUTTER —
1k5S1Y' ANGLE x 4' LONG —
EACH BEAM. TYP.
2.0 DOLLOP OF CONSTRUCTION
ADHESIVE ® 5' O.G
1) YI'Ox2• LONG LAG SCREW 0 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER
TAIL w/ 0) Y.'Ox4' LONG PAN HEAD
LAG SCREW BEFORE ATTACHING
SUPER GUTTER.
FASCIA TO BE 2x6 (MIN.) S.P.F.
CEDAR IS NOT ACCEPTABLE)
STRUCT.GRADE2'(MIN.)
TRANSOM UPRIGHT TO SUPER GUTTER CONNECTION
S-2 • SCALE: lY' = 1'-0'
SCHED. FOR SIZE). I) Y.'Ox2• LONG LAGSCREW® 24' 1TYP. O.C. ENTIRE LENGTH OFGUTTER
O co
SECURE FASCIA TO EACH RAFTERco8) 014xY• S.M.S. 4 SCREWSTAIL w/ (T) Y'Ox4' LONG PAN HEAD V LEACHIlaTYP. LAG SCREW BEFORE ATTACHING C O
SUPER GUTTER SUPERGUTTER O W LL-,
15 5W ANGLE x 4' LONG FASCIA TONE 2x6 (MIN.) S.P.F.
IS OT ACCEPTABLE)
v
C@EACHBEAM. TYP. (CEDAR
STRUCT. GRADE 2' (MIN.)
2.0 DOLLOP OF CONSTRUCnON
SCREW0) Y'0x2' LONG LAGEACHEND. TYP. (1) /14x2' S.M.S. ADHESIVE ® 5' O.0*
Y4'
C V
12' O.C. (MAX) BETWEEN BEAMS E
N
FASCIA TO EACH RAFTFRTAIL w/
W SECURE
Y4Vx4' LONG PAN HEAD LAG SCREW m
ilOxY' S.M.S.EFORE ATTACHING SUPER GUTTER24.O.C.. TYPT. BEAD OFCONSTRUCTION(
Y.•THK.COM.IVE, TYP.
ANGLE ALTERNATE OPTION
110 r_
auROOFBEAMTOSUPERa
3 GUTTER CONNECTION E a
SCALE: IV m 1'4r ES -L.1L2. l
v
C
a VIPa A
v
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3
a lux
a yEQ
s
o w
C
O
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GEN SF •'' •. (S'
SCRO GG ='
e
r5'' 00PtkL- CON PTS'• SOB No.: 811-034
y i 00
N V i Lu AWN BY. TLW
i-' I.i O iFwaED BY: RCS
as DOUGLAS AVENUE. RBLE T O wS,_ FL32711. 1 APPROVEDBY: RCS
L . FAX 7/682-2386
A1,101271911 `DATE: 07AIAl
O .
i \ .•• C •' \
SHEET
C 1
R6 ICL k in, P.E. O 2 . •
FL R Sistration No. 56156 F-
MANSARD BEAM SPAN DEFINITION
BEAM LENGTH
FLAT BEAM SPAN DEFINITION
SPAN REFERENCED BY BEAM SCHEDULE
SLOPED BEAM SPAN DEFINITION
1 BEAM SPAN DEFINITIONS
2.2 SCALE: W = 1'-W
110x7 S.M.S. EACH SECONDARY
MEMBER, FASTENED INTO
SCREW BOSSES, TYP. ' SECONDARY MEMBER
PRIMARY MEMBER /10xx' S.M.S. FASTENED
24' O.C., TYP.
ELEVATION
PRIMARY MEMBER TO
2 SECONDARY MEMBER
2x2x0.045 PURUN (MAY
BE SLOPED OR FLAT)
ixlxx' x 2' LONG ANGLE
EACH SIDE. TYP.
2) /10x4' S.M.S., 2 SCREWS —
EACH LEG, TIP. PURUN FASTENED TO COLUMN/POT
w/ (4) /14x1' SKIS. (EACH LEG) USING
USE 11OxlxS.M.S. ®24' x' THINK FIAT BAR BENT TO FR
O.C. TO CONNECT TO (
6853.76 ALLOY)
Ix2 O.B. TO 2x3 OR 2x2
SIDEWALL POST/COLUMN TO.
PURLIN CONNECTION DETAIL
SCALE: lx' a I' -W
QUANTITY OF SCREWS REQUIRED
BEAM SIZE III SCREWS
2x4 -2x6 12
20 16
2X8 18 )6* MIN. AND
2x9 20 110xT S.M.S. Of BEAM IS 2x4 -2x7) 2' MAX. SPACING
2%10 22 OR 114x1:' S.M.S. (FOR 2x8 OR
LARGER) FASTENED INTO V
GUSSET PLATE ON INSIDE OF • ° ° °
BEAM EACH SIDE (QUANTITY
LENGTH OF SPLICE PLATE FROM TABLE)
BEAM SIZE LENGTH
2x4 8 IN. ° ... VApLFS
2x5 10 IN. BEAM
2x6 12 IN.
2x7 141N. Fc
2x8 16 IN. 4^ 3
2x9 18 1N. Q
2x10 181N.
4 MANSARD SPLICE CONNECTION
2.2 SCALE: lx' - V -T
STANDARD PURUN
1100x3' SMS SHOWN CONNECTING PURLIN
TO ROOF PERIMETER VIA INTERNAL SCREW
BOSS. U -CHANNEL CUPS MAY ALSO BE USED
INTERNAL OR E)TERNAL) w/ (2)1100x0.5-
SMS FASTENED ON EACH SIDE OF PURUN.
UPRIGHT
2x2 H UPRIGHT SHOWN, BUT
UPRIGHT SHOULD BE SELECTED
BASED ON 'COLUMN SCHEDULE'
OR BY ENGINEER OF RECORD ON A
SITE-SPECIFIC DESIGN.
GUTTER TO FASCIA CONNECTION
NOT SHOWN FOR PURPOSES OF
SIMPLIFICATION.
GUTTER REINFORCEMENT SYSTEM NOT SHOWN '
FOR PURPOSES OF SIMPLIFICATION. THIS SYSTEM
SHOULD BE SPACED EVENLY ACROSS GUTTER AT A
MAXIMUM SPACING OF 6('. IT K NOT REQUIRED
TO BE PLACED AT THE UPRIGHTS.
NOTES:
THIS CONNECTION IS ONLY GOOD FOR NON -LOAD BEARING
TRANSOM WALLS THAT ARE 60' IN HEIGHT OR LESS FROM THE
TOP LIP OF THE SUPER GUTTER.
2. THE UPRIGHT IS SHOWN LINING UP WITH A PURUN IN THIS
DETAIL THIS IS TYPICALLY HOW FT'S INSTALLED. BUT IS NOT
REQUIRED. THE UPRIGHTS NEED TO BE SPACED SUCH THAT THE
SPAN BETWEEN THEM DOES NOT EXCEED WHAT THE ROOF
PERIMETER MEMBER CAN SPAN ACCORDING TO THE TEAM
SCHEDULE' TABLE.
3. THIS TYPE OF CONNECTION IS USED TO BREAK UP THE SPAN OF
THE ROOF PERIMETER MEMBER. IF THE ROOF PERIMETER
MEMBER 6 LARGE ENOUGH TO SUPPORT THE SPAN ON ITS OWN
Q.E. A 2X4 SMB SPANNING A 12' DISTANCE) THEN THE UPRIGHT
SUPPORTS ARE NOT NECESSARY AND THIS DETAIL 6 NOT
REQUIRED.
2) /100X0.5' SMS FASTENED INTO
EACH SIDE OF THE UPRIGHT
1•X2'X0.046' U -CHANNEL CLIP USED FOR
ATTACHING UPRIGHT TO THE ROOF
PERIMETER. EXTERNAL IS SHOWN. BUT
INTERNAL U -CLIP MAY ALSO BE USED
2X2X 0.125 ANGLE CUPS ARE OPTIONAL BUT
IF USED ARE ONLY REQUIRED TO BE 2' IN
HEIGHT AND REQUIRE (2)/100x0.5' SMS IN
EACH FLANGE OF THE ANGLE (SIMILAR TO
WHAT'S SHOWN).
MITERED BASE IS SHOWN AND IS TYPICAL BUT
IS NOT REQUIRED. U -CHANNEL STYLE CUP MAY
BE ADDED FOR AESTHETIC REASONS BUT IS
NOT NECESSARY FOR STRUCTURAL REASONS.
110xx• S.M.S. OF BEAM IS 2x4 -2x7) OR
114xx' S.M.S. (FOR 2x8 OR LARGED
EACH SIDE (QUANTITY FROM TABLE)
MANSARD BEAM TO
6 UPRIGHT CONNECTION
5-2.2 SCALE: IX' a 1'-0•
v
INN
2x5
SPAN REFERENCED BY BEAM SCHEDULE u
2x9 2x10
2x4
I-
45° KNEE BRACE LENGTH SEE u
SITE-SPECIFIC LAYOUT FOR SIZES j
FLAT BEAM SPAN DEFINITION
SPAN REFERENCED BY BEAM SCHEDULE
SLOPED BEAM SPAN DEFINITION
1 BEAM SPAN DEFINITIONS
2.2 SCALE: W = 1'-W
110x7 S.M.S. EACH SECONDARY
MEMBER, FASTENED INTO
SCREW BOSSES, TYP. ' SECONDARY MEMBER
PRIMARY MEMBER /10xx' S.M.S. FASTENED
24' O.C., TYP.
ELEVATION
PRIMARY MEMBER TO
2 SECONDARY MEMBER
2x2x0.045 PURUN (MAY
BE SLOPED OR FLAT)
ixlxx' x 2' LONG ANGLE
EACH SIDE. TYP.
2) /10x4' S.M.S., 2 SCREWS —
EACH LEG, TIP. PURUN FASTENED TO COLUMN/POT
w/ (4) /14x1' SKIS. (EACH LEG) USING
USE 11OxlxS.M.S. ®24' x' THINK FIAT BAR BENT TO FR
O.C. TO CONNECT TO (
6853.76 ALLOY)
Ix2 O.B. TO 2x3 OR 2x2
SIDEWALL POST/COLUMN TO.
PURLIN CONNECTION DETAIL
SCALE: lx' a I' -W
QUANTITY OF SCREWS REQUIRED
BEAM SIZE III SCREWS
2x4 -2x6 12
20 16
2X8 18 )6* MIN. AND
2x9 20 110xT S.M.S. Of BEAM IS 2x4 -2x7) 2' MAX. SPACING
2%10 22 OR 114x1:' S.M.S. (FOR 2x8 OR
LARGER) FASTENED INTO V
GUSSET PLATE ON INSIDE OF • ° ° °
BEAM EACH SIDE (QUANTITY
LENGTH OF SPLICE PLATE FROM TABLE)
BEAM SIZE LENGTH
2x4 8 IN. ° ... VApLFS
2x5 10 IN. BEAM
2x6 12 IN.
2x7 141N. Fc
2x8 16 IN. 4^ 3
2x9 18 1N. Q
2x10 181N.
4 MANSARD SPLICE CONNECTION
2.2 SCALE: lx' - V -T
STANDARD PURUN
1100x3' SMS SHOWN CONNECTING PURLIN
TO ROOF PERIMETER VIA INTERNAL SCREW
BOSS. U -CHANNEL CUPS MAY ALSO BE USED
INTERNAL OR E)TERNAL) w/ (2)1100x0.5-
SMS FASTENED ON EACH SIDE OF PURUN.
UPRIGHT
2x2 H UPRIGHT SHOWN, BUT
UPRIGHT SHOULD BE SELECTED
BASED ON 'COLUMN SCHEDULE'
OR BY ENGINEER OF RECORD ON A
SITE-SPECIFIC DESIGN.
GUTTER TO FASCIA CONNECTION
NOT SHOWN FOR PURPOSES OF
SIMPLIFICATION.
GUTTER REINFORCEMENT SYSTEM NOT SHOWN '
FOR PURPOSES OF SIMPLIFICATION. THIS SYSTEM
SHOULD BE SPACED EVENLY ACROSS GUTTER AT A
MAXIMUM SPACING OF 6('. IT K NOT REQUIRED
TO BE PLACED AT THE UPRIGHTS.
NOTES:
THIS CONNECTION IS ONLY GOOD FOR NON -LOAD BEARING
TRANSOM WALLS THAT ARE 60' IN HEIGHT OR LESS FROM THE
TOP LIP OF THE SUPER GUTTER.
2. THE UPRIGHT IS SHOWN LINING UP WITH A PURUN IN THIS
DETAIL THIS IS TYPICALLY HOW FT'S INSTALLED. BUT IS NOT
REQUIRED. THE UPRIGHTS NEED TO BE SPACED SUCH THAT THE
SPAN BETWEEN THEM DOES NOT EXCEED WHAT THE ROOF
PERIMETER MEMBER CAN SPAN ACCORDING TO THE TEAM
SCHEDULE' TABLE.
3. THIS TYPE OF CONNECTION IS USED TO BREAK UP THE SPAN OF
THE ROOF PERIMETER MEMBER. IF THE ROOF PERIMETER
MEMBER 6 LARGE ENOUGH TO SUPPORT THE SPAN ON ITS OWN
Q.E. A 2X4 SMB SPANNING A 12' DISTANCE) THEN THE UPRIGHT
SUPPORTS ARE NOT NECESSARY AND THIS DETAIL 6 NOT
REQUIRED.
2) /100X0.5' SMS FASTENED INTO
EACH SIDE OF THE UPRIGHT
1•X2'X0.046' U -CHANNEL CLIP USED FOR
ATTACHING UPRIGHT TO THE ROOF
PERIMETER. EXTERNAL IS SHOWN. BUT
INTERNAL U -CLIP MAY ALSO BE USED
2X2X 0.125 ANGLE CUPS ARE OPTIONAL BUT
IF USED ARE ONLY REQUIRED TO BE 2' IN
HEIGHT AND REQUIRE (2)/100x0.5' SMS IN
EACH FLANGE OF THE ANGLE (SIMILAR TO
WHAT'S SHOWN).
MITERED BASE IS SHOWN AND IS TYPICAL BUT
IS NOT REQUIRED. U -CHANNEL STYLE CUP MAY
BE ADDED FOR AESTHETIC REASONS BUT IS
NOT NECESSARY FOR STRUCTURAL REASONS.
110xx• S.M.S. OF BEAM IS 2x4 -2x7) OR
114xx' S.M.S. (FOR 2x8 OR LARGED
EACH SIDE (QUANTITY FROM TABLE)
MANSARD BEAM TO
6 UPRIGHT CONNECTION
5-2.2 SCALE: IX' a 1'-0•
QUANTITY OF 810 FASTENERS REQUIRED E
O
UPRIGHT SIZE
v
2x4 2x5 2x6
N
2x9 2x10
2x4
V
N/A N/A N/A N/A
0
3
U.
4 4 4 4
at.
I 2x6
r
7
j
9 9 9 9
Vc
7
RIV
12
O
14
v
g 2x8
N
13
C
18 18 19 20
o
11
t
20 22 22 25 27
240
uS2) /100x0.5' SMFASTENED INTO 0
UNDERSIDE OF ROOF PERIMETER QI
34
TD
17L2'X0.046' U -CHANNEL CUP USED FOR
ATTACHING UPRIGHT TO THE ROOF C
PERIMETER. EXTERNAL IS SHOWN, BUT
INTERNAL U -CUP MAY ALSO BE USED. E
d
a
UPRIGHT
9
Ip
N
SUPER GUTTER SIZE OF SUPER 0
GUTTER IS INCIDENTAL TO THIS U
CONNECTION DETAIL C
E
4) /100X0.5' SMS FASTENED
THROUGH BACK SIDE OF E
UPRIGHTINTOSUPER GUTTER C
E
VIEW u
HOUT PURLIN SHOWN)
N ECTION n.
v
L
T
a
QUANTITY OF 810 FASTENERS REQUIRED E
O
UPRIGHT SIZE
2x4 2x5 2x6 I 2x7 2x8 2x9 2x10
2x4 N/A N/A N/A N/A N/A N/A N/A
W 2x5 3 4 4 4 4 4 4
I 2x6 5 7 8 9 9 9 9
2x7 7 10 12 14 14 14 14
g 2x8 9 13 16 18 18 19 20
2.9 11 16 20 22 22 25 27
240 13 19 24 27 27 31 34
v
t
O
00
QUANTITY OF 814 FASTENERS REQUIRED
UPRIGHT SIZE
2x4 12.5 2x6 2x7 I 2x6 I 2x9 2x10
2x4 N/A N/A N/ANIN/AN/A N/A
2x5 3 3 33 3
N 2x6 5 6 66 7
2x7
2x8
7
7
9
10
912
913
12
14
2x9 9 13 1217 19
2x10 11 16 1622 25
cm
c
m
US
a
v
4/
5,T.aRAt" :Q4 EP. N0 ESIG UL
L+ AC 7'10. S
S.
ll
v
11tE,Stroggins, P.E. 0FLRXIrationNo. 56158 F
DO
CITT
N
E v
LD
LL
L N7C
j
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z
Z
u
N
CT
JMNO.: 811-034
DRAWN BY: TLW
CHECKED BY. RCS
APPROVED BY: RCS
DATE: 07mm
SHEET
S-2.2
J
0
SEE TABLE FOR QUANTITY AND
EMBEDMENT OF FASTENERS
S
2512-x0.125'ANGLE• SEE TABLE FOR QUANTITY AND EACH SIDE (TYP.)
EMBEDMENT OF FASTENERS
fl PLAN
EACH SIDE (fYPJ
Y -O CONCRETE ANCHOR w/ 1- 1x2 O.B. BASEPLATE
1x2 O.B. BASE PLATE EMBEDMENT INTO CONCRETE
FASTENED A MAXIMUM OF48' .P
SCREEN ENCLOSURE MAY SIT ON TOP '
OF PAVERS AS LONG AS THE MINIMUM
CONCRETE EMBEDMENT SPECIFIED IN
THIS DETAIL IS ACHIEVED
2'x2W ANGLE
a a t1
c
e Pe
A elipO
o e G e e e f
SEE TABLE FOR QUANTITY AND 2-x2W.125-ANGLE m
EMBEDMENT Of FASTENERS EACH SIDE (TYP.)
PLAN
0 CONCRETE ANCHOR./ V
EMBEDMENT INTO CONCRETE
FASTENED AMAXIMUM OF 4T
O.C.
IOxY>' S.M.S. EACH SIDE (TYP.) SCREEN ENCLOSURE MAY SIT ON TOP
QUANTITY FROMTABLE) OF PAVERS AS LONG AS THE MINIMUM ELEVATION
ELEVATION ISOMETRIC
CONCRETE EMBEDMENT SPECIFIED IN
MAIN COLUMN UNDER BEAM CONNECTION COLUMN CONNECTION
S-2.3
RAIL
S.M.S. FATTENED
S. O.C. (TYP.)
EAVE MIL
TOP PLATE
10x1)$- S.M.S. FASTENED
EVERY 16.O.C. (TYP.) 1x2 O.B.
HOLLOW
RAIL
RAIL
Y. O CONCRETE ANCHOR `/1o.%, S.M.S. FASTENED
w/IY-EMBEDMENT INTO EVERY I6'O.C. 9W.)
CONCRETE (M.) /10.N S.M.S. (QUANTITYASSHOWN) MO.)
1x2 O.B. BASE PLATE
IoxY' S.M.S. (QUANTITY
AS SHOWN) (TYP.) YIIO CONCRETE ANCHOR
1' EMBEDMENT INTO ••
CONCRETE FATTENED A .. a , • .•1MAXIMUMOF48'0.0
CONCRETE ANCHOR
w/ EMBEDMENT INTO
CONCRETE OW.) ELEVATION
FRONT WALL TO SIDE WALL
V
10x)S- S.M.S. EACH SIDE M.) —
QUANTITY FROM TABLE)
ISOMETRIC
COLUMN a SIDE WALL CONNECTION
HOST STRUCTURE
IYFK KV '>CtIIVIV
D1NAL ROOF BRACI GPAN
S-2 • N.T.S.
NOTES:
1. ROOF BRACINGMAY BEPLACED IN EITHERTHE FIRST ORSECONDROOF
SECTION ON EACH SIDE OF THE ENCLOSURE
2. THE ORIENTATION (Le. DIRECTION) OF THE ROOF BRACING IS INCIDENTAL
TO STRUCTURAL INTEGRITY
3. IFTHERE ARE AN ODD NUMBEROF PANELS. ABRACE INTHE CENTERMAY
BE OMITTED4. ANY ENCLOSURE THAT IS BRACED ON MORETHAN ONESIDEBYTHE HOST
STRUCTURE DOES NOT REQUIRE ROOF BRACING
2"x2'.0.125 -ANGLE
EACH ADE (NP.)
THISTYPE OF BRACKET IS PLACED WHERE -
THERE IS NO PRIMARY UPRIGHT OR BEAM
ATTACHING DIRECTLY TOTHE SUPER
GUTTER. THIS ISTYPICALLY IN BETWEEN
PRIMARY MEMBERS. FASTENER
CONFIGURATION SHOWN IS THE METHOD
REQUIRED FOR PROPER ATTACHMENT.
OCONCRETE ANCHOR./1-EMBEDMENT
BRICK PAVERS
INTO CONCRETE FASTENED AMAXIMUM OF
48.O.C. (MUST PASS THROUGH PAVERS AND
1.2 O.B. BASE PLATE
EMBED INTO CONCRETE BELOW)
FRONT ELEVATION
REFERENCE COLUMN TO DECK FASTENER
BRICK PAVERS
REQUIREMENTS TABLE FOR QUANTITY AND
EMBEDMENT OF FASTENERS (ALL FASTMERS
MUST PASS THROUGH PAVERS AND EMBED
INTOCONCRETE)
SIDE ELEVATION
2 COLUMN TO DECK w/ BRICK PAVERS
5-2.3 SCALE: IV a 1'4r
GUTTER REINFORCEMENT BRACKET
INTO SUB -FASCIA
0.125- THINK GUTTER
SUPER GUTTER (TYPICAL) WIDTHOF REINfORCEMENiBRACKET THIS TYPE OF BRACKET IS PLACED WHERE A PRIMARY
SUPER GUTTER IS INCIDENTALTO UPRIGHT OR BEAM ISATTACHING DIRECTLY TO SUPER
THE STRUCTURAL INTEGRITY OF GUTTER. FASTENER CONFIGURATION SHOWN IS THE
THIS ATTACHMENT DETAIL METHOD REQUIRED FOR PROPER ATTACHMENT. ANGLE
CUPS FROM PRIMARY MEMBERS ARE ALLOWED TO BE N
HELD BYSAME FASTENERS.
SUPPER GUTTER CONNECTION TO HOSTkISL--,TURE r
IYaSCALE:' -1'O ..
NOTES -
I. FASCIA SHOWN IS A PLUMB CUT FASCIA. IF THE FASCIAISSQUARE M (PERPENDICULAR TOTHE
ROOF PITCH) THEN THE SUPER GUTTER MAY HAVE SOMETHING BEHIND IT O.E. -L-ANGLE' ORWOODWEDGE) TO KEEP IT PLUMB. THIS COMPONENT IS INCIDENTAL TO THE STRUCTURAL
INTENTION OF THIS DESIGN.
2. FORA RUN OF SUPER GUTTER THAT NON -LOAD BEARING THE MAX SPACING OF THE3 -
REINFORCEMENT BRACKETS IS 60-.
3. FORARUN OFSUPERGUTTERTHAT HAS A STRUCTURALORLOADBEARINGCOMPONENT
ATTACHING TO IT AND THERE IS A CONTINUOUS LOAD ACROSS THE SUPER GUTTER WITHOUT
PRIMARY LOAD POINTS U.E. BEAMOR UPRIGHT) THEN THE MAXIMUM SPACING BETWEEN THE 3 -
REINFORCEMENT BRACKETS IS 48.
4. GUTTER MAY BE ATTACHEDTOA CONVENTIONALWOOD FRAMEDWALL INTHE SAME MANNER
THAT IS SHOWN IN THIS DETAIL IF THE WALL ISA CM.U. THEN REPLACE THE /140WOOD
SCREWS WITH 0.25'0X1.25' TAPCONS (OR EQUNALENT)• THIS CONNECTION SHALL ALSO REMAIN
THE SAME FOR A SUPER GUTTER ATTACHING TO A CARRY BEAM WHERE THEWOOD LAG SCREWS
ARE X 0.75' SMS. REPLACED BY /100.
5. WHEN THE SUPER GUTTER IS BEING USED FOR STRUCTURAL PURPOSES (I.E. STRUCTURAL SUPPORT
MEMBERS ATTACH TO IT) THEN THE FASTENERS THAT ATTACH TOTHE FASCIA MUST PENETRATE
INTO THE SUB-fASCLA AT AMINIMUM OF 1 IN. EMBEDMENT.
40
z00
6
H
O
r'
GENSF (r'iY
7't,
rC
1•+E?C EP /oBNo.: #11-034
1t0.
j•QESIG IIT DRAWN BY: TLW
CHECKED BY: RCS
45r,pAVENUE SLOTH AMO SIOU IFL7/ ^ APPROVED BY: RCSFl
O•• FC
IIA o ` DATE: 07AIAl
p SHEET
R bert C. So-ogg(ns, P.E. p S-2.3
FL eg(stret(on No. 56158 1-
O
0.060• THK. PI
BEAM MAY BE FL
OR SLOPED
4) #12x3/4" S.N
EACH MEMBE
2) #12x214" S.M.S_
END, TYP. (U.N.O.)
FASTENERTYPE TO BE DETERMINED FROM TABLE.
SPACING BETWEEN FASTENERS SHALL BENO MORE
THAN 24' O.C. WITH A FASTENER ADJACENT TO
EITHER SIDE OF THE ROOF BEAM WITHIN 12" OF THE
BEAM
2%3x0.045
DIAGONAL BRACE
00
200.045
DIAGONAL BRACE
1 - TYPICAL ROOF BRACE TO BEAM CONNECTION
A I SCAtE: IW - 1'a
IDAW WOOD SCREW SPACEDBETWEENSTIFFENINGELEMEN
NO GREATER THAN 18 IN. CG
STIFFENING ELEMENTS AREI
SPACED ATAMAXIMUM 48'
NOTES:
1. 272'x0.125' ANGLE MAY BE USED IN LIEU OF (OR IN ADDITION TO) THE /10x3' SMS.
ATTACHMENT AND MAY BE ON TOP OR BOTTOM OF THE ATTACHING FRAME MEMBER THESPACINGANDTYPEOFFASTENERSWILLREMAINTHESAMEASSTATEDINTHISDETAILEACHFASTENERWILLBEONTHESAMEPLANEFOREACHOPPOSINGFACE (FLANGE) OFTHE 2x2 ANGLE.
2. SUPER GUTTER IS SHOWN AS THE COMPONENT BEING FASTENED TO, BUT THIS DETAIL CAN BE
USED IN THE CASE WHERE SUPER GUTTER IS SUBSTITUTED FOR ADIFFERENT ALUMINUMSTRUCTURALCOMPONENTO.E. SELF -MATINGBEAM ETC.) PROVIDEDTHEPRIMARY STRUCTURAL
COMPONENT IS SUPPORTED PROPERLY IN ACCORDANCE WITH THE DETAILS IN THE SEALED
ENGINEERING PACKAGE.
PUFLUN IS ATTACHED TO THE PRIMARY
MEMBER VIA THE STANDARD'PRIMARY
TO SECONDARY' METHOD (TYPICAL)
STANDARD /10xY4' S.M.S. FOR
SELF -MATING BEAM
10x3' S.M.S. FATTENER MAY BE PLACED ANYWHERE
ALONG THEVERTICALFACEOFTHEFRAME MEMBERAS
LONG AS THERE IS ATTACHMENT TO THE FACE OF THE
SUPER G' I IER OR THE (OPTIONAL) EXTRUDEDSPLASH
GUARD.
SUPER GUTTER WIDTH IS INCIDENTAL SUPER GUI'TER PRIMARY BEAM: 2x6 SMB IS SHOWN BUT ANY
TO STRUCTURAL INTEGRITY OF THIS STIFFENER FRAME MEMBER MAY BE USED AND MAY BE
ATTACHMENT ATTACHED ANYWHERE ALONG EITHERTHE
FACE OFTHE SUPERGUTTEROR THE FACEOF
THE (OPTIONAL) EXTRUDED SPLASH GUARD.
2 PARALLEL FRAME MEMBER TO SUPER GUTTER
5-2.4 N.T.S.
SUPPORT STRUCTURE MAY BEANY OF THE
FOLLOWING PROVIDED IT HAS ENOUGH
SURFACE AREA FOR THE CONNECTION TO BE
COMPLETE:
e. Y4' PLYWOOD or %' OS.B.
h C.M.U.
c STANDARD ALUMINUMCARRY BEAM
FRAME MEMBERUSED INTHE
FABRICATION OF SCREEN ENCLOSURES.
ROOF PURLIN IS TYPICAL BUT MAY BE
OMITTED. PURLIN IS TO BE ATTACHED
THROUGH THEWEB OF THEBEAM
INTO ITS INTERNAL SCREW BOSSES.
MEMBER SIZES MAY BE AS FOLLOWS:
1x2 O.B., 2x2 H, 20 H. 2x4 H. 2x5 H
1. QUANTITY OF FASTENERS ATTACHINGTO BEAM
ARETOBE DETERMINED USING THE FASTENER
TABLE. TYPE OF FASTENERS WILL BE 110 S.M.S. FOR
BEAM SIZES BETWEEN 2X4 - 2X7 6 /14S.M.S. FOR
BEAM SIZES 2X8 - 2X10.
2. FASTENERS SHALL NOT BE LESS THAN 0.75'
CDMR.TO.CDMFt FROM EACH OTHER NOR SHALL
THEY BE GREATER THAN 2'CENTER-TO-CENTER
FROM EACH OTHER.
3. FASTENERS MAY BE ARRANGED IN ANY PATTERN
PROVIDED THE MINIMUM QTY FROM THE TABLE IS
MET ALONG WITH THE ABOVE MENTIONED
SPACING REQUIREMENTS.
NOTE:
U.CHANNEL MAY BEUSED IN LIEU OF 2x2 ANGLE
CUSS ON EITHER SIDE OF THE BEAM AS LONG AS
THE THICKNESS OFTHEU- CHANNEL BEING USED
IS GREATER THAN OR EQUALTO THE THICKNESS
OFTHE BEAM TO WHICH IT IS ATTACHING.
ROOF BEAM
9
1. QUANTITY OF FASTENERS ATTACHING TO BEAM
ARE TO BE DETERMINED USING THE FASTENER
TABLE. TYPE OF FASTENERS WILL BE /10S.M.S. FOR
BEAM SIZES BETWEEN 2X4 - 2X7 6. /14 S.M.S. FOR
BEAM SIZES 2X8 - 2X10.
2. FASTENERS SHALLNOTBE LESSTHAN 0.75'
CENTER-TO.CENTER FROM EACH OTHERNOR SHALL
THEY BE GREATER THAN 2' CENTEL4T0-CENTER
FROM EACH OTHER
3. FASTENERS MAY BE ARRANGED IN ANY PATTERN
PROVIDED THE MINIMUM QTY FROM THE TABLE IS
MET ALONG WITH THE ABOVE MENTIONED
SPACING REQUIREMENTS.
STRAIGHT BEAM TO SUPPORT STRUCTURE
N.T.S.
CUST
ANGLE
BENT
BRACKET (SEE NOTE --) ///
ANGLE 85RACKET E NOTE /3) BEAM TO HOIST STRUCTURE FASTENER REQUIREMENTS
ANGLE BEAM TO SUPPORT
4 STRUCTURE
5-2.4 N.T.S.
NOTES:
1. ACUTE SIDE OF BEAM MAY BE NOTCHED TO ALLOW FORTHE 2%2X0.125' CUSTOM BEM
2
ANGLE BRACKETTO SLIDE W BETWEEN THE BEAM AND SUPPORT STRUCTURE. THE
1
FABRICATION METHOD TO ACHIEVE THIS WOULD BE TO SIMPLY ATTACH THE ANGLE
3
INSTALLINGTOTHEBEAMPRIORTOINSTANG THE BEAM HALF -SHELL PROVIDED THE
1 3
ACUTE SIDE OFTHE BEAM ISINSTALLED FIRST. THISWOULD ALLOW FOR THE FASTENERS
2.4 H
TO BE INSTALLED INTO THE SUPPORT STRUCTURE PRIOR TO THE INSTALLATION OFTHE
4
OBTUSE SIDE OF THE BEAM.
2. IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED. THEN A
4
SECONDARY 2.24.125" ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND QTY
t OF FASTENERS SHOULD REFERENCE THE ROW LADLED 2.2 HINTHE'FASTENER
2x5 S.M.B.
REQUIREMENTS TABLE
3. ACUSTOMBEM2x2xO.125' ANGLE MUST ALWAYS BE INSTALLED ONTHE OBTUSESDEOF
3
THEBEAM.4) ALL OTHER NOTES AND SPECIFICATIONS FROM THE TrRAIC+HT BEAM TO
6
SUPPORT STRUCTURE' DETAIL APPLY TO THIS DETAIL
BEAM TO HOIST STRUCTURE FASTENER REQUIREMENTS
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APPROVED BY: RCS
DATE 07/11111
1V 0 SHEET
C. Scrogglns, P.E. 0 S-2.4
tratlon No. 56158 I-
FASIENERSTOBEAM
MIN. QUANTITY OF SPECIFIED FASTENERS
I FASTENERS TO CMU FASTENERSTOVMD
UPRIGHT SIZE /10 S.M.S. 014S.M.S. 114'0 TAPCONS 318'0TAPCONS 1 /10 WOOD SCREW 14 WOOD SCREW
2x2 H 2 2 2
1F
1
2x3 H 3 3 1 3 1
2.4 H 4 4 1 4 2
2.4 S.M.B. 4 4 1 4 2
2x5 S.M.B. 5 5 2 5 3
2x6 S.M.B. 6 6 3 6 4
2x7 S.M.B. 7 7 47 5
2x04 8 6
2x9 SM.B. 9 9 5 9 7
2x10 S.M.B. 10 10 6 10 8
MIN. EMBEDMENT DEPTH NCH
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CHECKED BY: RCS
APPROVED BY: RCS
DATE 07/11111
1V 0 SHEET
C. Scrogglns, P.E. 0 S-2.4
tratlon No. 56158 I-
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Yr100X0.75' S.M.S. QUANTITY SHOWN IS THE MINIMUM * PL
THICK TRIANGLE
PLATE
REQUIREMENT. MAX SPACING BETWEEN FASTENERS 152'
WITH THE MINIMUM SPACINGBETWEEN FASTENERSAT O O OHO O
0.75'. IFTHE COMPONENT THAT THE CABLE IS BEING
ATTACHED TO ISCONFIGURED IN SUCH AWAYTHAT OPREVENTSTWOPERPENDICULARROWS. THEN ASECOND O ` ROW OR COLUMN OF FASTENERS MAY BE ADDED
PARALLEL(BUTNOT COLINEAR) TO THE DEFAULT ROW OR
COLUMN OF FASTENERS AT ALTERNATING SPACING.
EYE BOLT SHOWN FOR
ILLUSTRATIVE PURPOSES
ONLY
0) PRESSED AWMINI
EYELET SLEEVE
FIGURE 8 LOOP
THICK STAINLESS
Ix2x0.125ANGLE IS TO BEUSED IN
45'
215'
THE CASE WHERE THE TRIANGLE 6' THICK CABLE WITHAPPROVED
PLATE IS LESS THAN Y• THICK LOOP ATTACHED TO THE EYE BOLT
W— STAINLESS STEEL WELDED EYE BOLT WITHONESTANDARDNUTONTHEBOTTOMADE
FRAMING COMPONENTS SHOWN AND TWO SrANDARD NUTS ON THE TOP OF
THETRIANGLE PLATE ASINGLE LOCK NUT MAYFORILLUSTRATIVEPURPOSESONLYBEUSEDINPLACEOFTHETWOSTANDARD
o
NUTS ON TOP
TRIANGLE PLATE TOP ATTACHMENT
S:
qtEuED PRESSED EYELET SLEEVE
SLEEVES (SHOWN AFTER BEING MECHANICALLY PRESSED
r,'0x1Y• a
SLEEVE AN
ABLE WITH APPROVED
CAMELBACK TO SIDE DECK
CABLE WITH APPROVED
LOOP (TYPICAL) i-
CABLE WITH APP ROVED
LOOP (TYPICAL)
4 4
0x3' (L) TAPCON
ONLY)
LOOP OF CABLE IS LARGER THAN J \ d e
ASHER FLANGE Of TAPCON THEN
V ADDITIONAL LARGER FUNDED
OUBLE WASHER K REQUIRED
SINGLE CONCRETE FASTENER TO SIDE DECK
d
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a
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a d
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CABLE CONNECTION NOTES:
1. TO DETERMINE THE QUANTITY OF CABLES NEEDED FORA SCREEN WALL BRACED ON ONE SIDE BY AHOST &OxIY' (L) TAPCON
STRUCTURE TAKETHETOTALSQUAREFOOTAGEOFTHE BRACEDWALLAND DIVIDE BY 250. ROUNDTHE SLEEVE ANCHOR (TYPIUL)
CALCULATED VALUE TO THE CLOSEST WHOLE NUMBER AND SUBTRACT ONE. IT IS INTENDED TO NOT HAVE A °
CABLE ON AWALLTHAT ISLESS THAN250S.F.
EXAMPLE: 430 S.F. / 250 a 1.72 -> ROUNDS TO 2 -> 24 =1 CABLE FLAT BAR TO SIDE OF DECK
EXAMPLE: 230 S.F./250 m 0.92 -> ROUNDS TO 1-> 1.1 0 CABLES
2. TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR AN UNBRACED SCREEN WALL TAKE THE TOTAL SQUAREFOOTAGEOFTHEUNBRACEDWALLANDDIVIDEBY250. ROUND THE CALCULATED VALUE TO THE CLOSESTWHOLENUMBERANDMULTIPLYBY2. IT IS REQUIRED THAT AN UNBRACED SCREEN WALL HAVE AN EQUAL
AMOUNT OF CABLES OPPOSING EACH OTHER.
EXAMPLE: 535 S.F. / 250 = 2.14 -> ROUNDS TO 2 -> 2.2 = 4 CABLES (2 PAIRS OF OPPOSING CABLES)
EXAMPLE: 780 S.F. / 250 m 3.12 -> ROUNDS TO 3 -> 3.2 m 6 CABLES (3 PAIRS OF OPPOSING CABLES) Y' (T) 6063-T6 ALUMINUM
OR EQUIVALENT) p
3. ANY ONE OFTHE APPROVED CABLETO.DECK ATTACHMENTS SHOWN MAY BE USED. FIELD CONDITIONS WILLDICTATETHETYPEOFATTACHMENTUSEDANDMAYCHANGEDYNAMICALLYFROMTHEORIGINALDESIGNINTENT. THIS HAS NO BEARING ON THE DESIGN ORTHE STRUCTURAL INTEGRITY OFTHE ENCLOSURE AND p
THEREFORE 15 ALLOWED TO BE DONE, AS LONG AS ONE OF THE APPROVED ATTACHMENT DETAILS IS UTI' "ED.
4. CABLES MAY ATTACH THROUGH PAVERS AS LONG AS THE MINIMUM CONCRETE EMBEDMENT OF 1 Y' IS p
ACHIEVED BY USING A LONGER TAPCON
S. MINIMUM CONCRETE EDGE DISTANCE FOR ALL CONCRETE FASTENERS IS 2 )S'.
FLAT BAR PLATE
6. CABLES SHOULD BE AT A 45' ANGLE TO THE VERTICAL UPRIGHTS (=159•
1CABLE ATTACHMEN=DETAILS
5 2. N.T.S. _
CAMELBACK TO TOP OF DECK
3S°•0 STAINLESS STEEL
9
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CAMELBACK CLIP BRACKET
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CEPT F 3OBND, #11-034
4X1
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05 Uj. VENUE 1305 • FL 3; Q APPROVEDBY: RCS
ALJ
TEL 43028 F 407
O '•. S 90A Y DATE: 07mnl
SHEET
5IRbeltC. Scroggins. P.E. p S-2 •
FL eRlttratlon No. 56158 H
E3
lxlx0.046 PICKET PROFILE
2:2x0.125' ANGLE ATTACHED FROM
FLOATING PICKET BASE TOSCREEN
ENCLOSURE UPRIGHT WITH (2)
100x0.5' SMS. ® EACH FLANGE
SCREEN ENCLOSURE PICKET SPACED SO A STANDARD CHAIR
SCSC R EN
E '
4 SPHERE CANNOT RAIL GIRT
1 I PASS THROUGH A _
TAPCONS SPACED
36' O.C. MAX
Ix1x0.046 PICKET
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ISOMETRIC
MEW FROM INSIDE)
S.M.S. FASTENED
EEN EACH PICKET
S.M.S. FASTENED
EWBOSSES OF 1x1
TH ENDS. TYP.
SCREEN ENCLOSURE
UPRIGHT
E3
lxlx0.0l PICKET PROFILE
SCREEN ENCLOSURE
UPRIGHT
STANDARD CHAIR
RAIL GRT
1.2 O.B. FASTENED TO
THE CHAIR RAIL GRT
100xr SMS. FASTENED
IN BETWEEN EACH PICKET TAPCONS SPACED
18'O.C. MAX
L 1.2 O.B. FLOATING PICKET BASE (MAY
ALSO BE AN EQUNALENT STANDARD
CHANNEL OR STANDARD GIRT
v MEMBER)
1x2 O.B. FROM SCREEN
a ENCLOSURE
0.25'0 TAPCON (OR CONCRETE
ANCHOR EQUIVALENT) EMBEDDED
125' INTO 2500 PS.I. CONCRETE
SECTION "A -A" FOUNDATION
RETRO -FIT PICKET INTO SCREEN
1 WALL (FLOATING PICKET BASE)
S-2.6 N.T.S.
144
NOTES:
1. THIS METHOD MAY BE INCORPORATED INTO ANY ALUMINUM
COURSE. TYP.
FRAMED SCREEN WALL IINCLUDING FRAMED IN OPENINGS IN A
C
5-2.6 SCALE );' - 1'4D E
d
HOUSE).
2. THE SIZE OF THE CHAIR RAIL (AKA GUARD RAIU MAY BE
i
v
CHOSEN FROM THE GIRT SCHEDULE. E713. BRICK PAVERS MAY BEUNDER THE 1x2 O.B. SOLE PLATE AS LONG HOUSE). ASTHE TAPCONS ATTACH TO THE CONCRETE FOOTER OR DECKJ
1... UNDERNEATH THEM MEETING THE MINIMUM EMBEDMENT 2. THE SIZE OF THE CHAIR RAIL (AKA GUARD RAIL) MAY BE
REQUIREMENTS OF 1W.
FINISH GRADE
ANCHOR EQUIVALENT) EMBEDDED
c
SEE CML DWGS.
344 CONT. BOTTOM -
135' INTO 2500 P.S.I. CONCRETE
0
24'O.G
N
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ISOMETRIC
MEW FROM INSIDE)
S.M.S. FASTENED
EEN EACH PICKET
S.M.S. FASTENED
EWBOSSES OF 1x1
TH ENDS. TYP.
SCREEN ENCLOSURE
UPRIGHT
E3
lxlx0.0l PICKET PROFILE
SCREEN ENCLOSURE
UPRIGHT
STANDARD CHAIR
RAIL GRT
1.2 O.B. FASTENED TO
THE CHAIR RAIL GRT
100xr SMS. FASTENED
IN BETWEEN EACH PICKET TAPCONS SPACED
18'O.C. MAX
L 1.2 O.B. FLOATING PICKET BASE (MAY
ALSO BE AN EQUNALENT STANDARD
CHANNEL OR STANDARD GIRT
v MEMBER)
1x2 O.B. FROM SCREEN
a ENCLOSURE
0.25'0 TAPCON (OR CONCRETE
ANCHOR EQUIVALENT) EMBEDDED
125' INTO 2500 PS.I. CONCRETE
SECTION "A -A" FOUNDATION
RETRO -FIT PICKET INTO SCREEN
1 WALL (FLOATING PICKET BASE)
S-2.6 N.T.S.
144 COM. IN SOLID GROUTED
8' KNOCKOUT COURSE. TYP.
C
5-2.6 SCALE );' - 1'4D E
d
ENCLOSURE
i
v
m
E71HOUSE).
n
e
0.25'0 TAPCON (O0. CONCRETE
2. THE SIZE OF THE CHAIR RAIL (AKA GUARD RAIL) MAY BE
co
FINISH GRADE
ANCHOR EQUIVALENT) EMBEDDED
CHOSEN FROM THE GIRT SCHEDULE.
SEE CML DWGS.
344 CONT. BOTTOM -
135' INTO 2500 P.S.I. CONCRETE
3. BRICK PAVERS MAY BE UNDER THE 1x2 O.B. SOLE PLATE AS
24'O.G
LONG AS THE TApCONS ATTACH TO THE CONCRETE FOOTER
FIBER -1.5 POUND
TRANSVERSE. TYP. ...
SECTION "A -A"
8' CMU SET IN RUNNING
BOND w/ HORIZ. LADDER
REINF. 0 16' O.G. TYP.
4 VERT. w/ STD. HOOK BOTTOM
32' O.C. IN SOLID GROUTED
CELL, TYP. IF DOWELS ARE USED.
PROVIDE 24' MIN. LAP. TYP.
NOTE: PROVIDE VERT. REINF. EQ EQ.
ALL WALL ENDS. CORNERS, fi
2'•a' C . INTERSECTIONS. TYP. (U.N.O.)
COMPACT SUBGRADE TO 95% MODIFIED
PROCTORAND2.000PSF, TYPICALLY.
5 SECTION @ CMU WALL
5-2.6 SCALE: %' - V-47
100x0.5' S.M.S. FASTENED THROUGH
THE 1X2 ANGLE TO THE 1X2 O.B. AT
EACH PICKETT LOCATION AND IN
BETWEEN EACH PICKETT
100x1.5' S.M.S. FASTENED
IMO SC4LEW BOSSES OF 1X1
I
PICKETT (BOTH ENDS TYPICAL)
Y
ISOMETRIC
MEW FROM INSIDE)
100x2' S.MS. FASTENED IN
BETWEEN EACH PICKETT FINISH GRADE
SEE CIVIL DWGS.
1 •
I 24'OMIN.
I I OR1'-81.11-B'
PICKET SPACED SOA STANDARD CHAIR
4' SPHERE CANNOT RAIL GRT
PASS THROUGH A STANDARD CHAIR
RAIL GRT
1x2 O.B. FASTENED TO
THE CHAIR RAILGRT
1.1.40.046 PICKET
100x2' S.M.S. FASTENED
IN BETWEEN EACH PICKET
A /100x0.5' S.M.S. FASTENED THROUGH 1.2x0.046 ANGLE
THE 1X2 ANGLE TO THE 1X2 O.B. AT
EACH PICKER LOCATION AND IN
BETWEEN EACH PICKETT
NOTES:
v
1x2 O.B. FROM SCREEN
1. THIS METHOD MAY BE INCORPORATED INTO ANY ALUMINUM
C
5-2.6 SCALE );' - 1'4D E
d
ENCLOSURE
FRAMED SCREENWALT. pNCLUDING FRAMED W OPENINGS INA
m
E71HOUSE).
n
13
0.25'0 TAPCON (O0. CONCRETE
2. THE SIZE OF THE CHAIR RAIL (AKA GUARD RAIL) MAY BE
co ca
ANCHOR EQUIVALENT) EMBEDDED
CHOSEN FROM THE GIRT SCHEDULE.
4' NOMINAL CONCRETE SUB (2500 PSI MIN.) w/
0
L) D
135' INTO 2500 P.S.I. CONCRETE
3. BRICK PAVERS MAY BE UNDER THE 1x2 O.B. SOLE PLATE AS FOUNDATION
LONG AS THE TApCONS ATTACH TO THE CONCRETE FOOTER
FIBER -1.5 POUND
OR DECKUNDERNEATH THEMMEETINGTHE MINIMUM SECTION "A -A"
EMBEDMENT REQUIREMENTS OF I W.
E
RETRO -FIT PICKET INTO
2 SCREEN WALL (1x2 ANGLE BASE)
COMPACT SUBGRADE TO 95% MODIFIED V C
PROCTOR AND 2.000 PSF. TYPICALLY.u O
0
N
v
L" T
OTPICALISOLATEDFOOTING
C
5-2.6 SCALE );' - 1'4D E
d
V1
POST EMBEDDED INTO m 000
CONCRETE 12' MIN.can
13
POSE (SEE PLAN FOR SIZE) C
co ca
4' NOMINAL CONCRETE SUB (2500 PSI MIN.) w/
0
L) D
Q) W6x6•WI.4xWl.4 W.W.F. ® MID -DEPTH OR FIBERx-(POLYPROPYLENE
OLL ty
FIBER -1.5 POUND
2500 PSI MIN. O) LO v.
E
CONCRETE STRENGTH 1 C
Q) 2 4' NOMINAL SLAB SHALL BE MONOLITHIC UNDER
t 0
SCREEN ENCLOSURE OR CAST INTEGRAL WITH SHELL
V
E
3 2 v
VVC
Gco
T
O
SPROCTORAND2,000 PST, TYPICALLY. q
c
5 REBARx 12'LONG
r
O (D3A
COMPACT SUBGRADE TO 95% MODIFIED V C
PROCTOR AND 2.000 PSF. TYPICALLY.u O
0
N W LL
L" T
OTPICALISOLATEDFOOTING
C
5-2.6 SCALE );' - 1'4D E
d
V1
W
0.
44'7POST/CONCRETE SLAB DETAIL
6 SCALE Y.' 0 e
MAX. POOL ENCLOSURE ROOF SPAN OF 4a4r
0
C
O
O
d
a
A W
4' NOMINAL CONCRETE SLAB MW PSI 2500 PSI MIN. NMIN.) w/ W6x6•WI.4xVA.4 W.W.F. ® FINISH GRADE
CONCRETE STRENGTH
MID•DEPTH OR FIBER REINFORCING SEE CML DWG.
0.
t
4i 1-
N, C. SCROm
2a57LAP
3' VAPOR BARRIER (OPTIONAL 2•/5 REBAR CONI. W/ CORNER \\
I IAB• •• BARS AS REQ'D. PROVIDE 3' MIN. \ • - • - • • • , •
MINOVER FOR SCREEN ENCLOSURES) AtM, \ IGEN$
L
NOS CONCRETE COVER 6 36' MIN. Q, F Y, n N
36' DIMENSIONS MAY IAP SPLICE, TYP. U.
COMPACT SUBGMDE T095%MODIFIED BE SWITCHED COMPACT SUBGRADE T095%MODIFIED
I •;T.
PROCTOR AND 2.000 PSF. TYPICALLY. PROCTOR AND 2.000 PSF. TYPICALLY.'T's rNO.: Nll-034
r EO
TYPICAL CONTINUOUS `
I ';
8cp.tfs N su 'A O TRW
i - i 1 _ i • i _ O CHECKED BY: RCSTYPICAL
6 TURNDOWN SLAB FOOTING 7 PERIMETER FOOTING '05DOj A"` 1 m .^ ;682! ABY: Ra
SCALE Y.' =1'-0• C-1.6 SCALE Y' - 1''0' i O^ Np' DATE: o mm
5-2.6 7 L (
MAX.Pool ENCLOSURE ROOF SPAN of 50-0 •.
MID ON SHEET
MAX FOOL ENCLOSURE ROOF SPAN OF 5a4r `
Ro rt C. Saoggins, P.E. O S-2.6
FL Re istration No. 56158 F
pV
W O
13
POSE (SEE PLAN FOR SIZE) C F.x
4' NOMINAL CONCRETE SUB (2500 PSI MIN.) w/ Q) W6x6•WI.4xWl.4 W.W.F. ® MID -DEPTH OR FIBERx-(POLYPROPYLENE I T
FIBER -1.5 POUND V
MIN. PERCUBIC YARD). NP. E
3 Q) 2 4' NOMINAL SLAB SHALL BE MONOLITHIC UNDER E i I
SCREEN ENCLOSURE OR CAST INTEGRAL WITH SHELL
OF POOL OR SHALL HAVE MIN. CONT. POURED SLAB EOFATLEAST6' FROM EDGE OF SLAB FOR MAX SPANi-• i_ OR 3' FROM EDGE FOR 2a.0• MAX SPAN O
VVC
ORATOR SUB GRADE T095%MODIFIED SPROCTORAND2,000 PST, TYPICALLY. q
W
0.
44'7POST/CONCRETE SLAB DETAIL
6 SCALE Y.' 0 e
MAX. POOL ENCLOSURE ROOF SPAN OF 4a4r
0
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4' NOMINAL CONCRETE SLAB MW PSI 2500 PSI MIN. NMIN.) w/ W6x6•WI.4xVA.4 W.W.F. ® FINISH GRADE
CONCRETE STRENGTH
MID•DEPTH OR FIBER REINFORCING SEE CML DWG.
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N, C. SCROm
2a57LAP
3' VAPOR BARRIER (OPTIONAL 2•/5 REBAR CONI. W/ CORNER \\
I IAB• •• BARS AS REQ'D. PROVIDE 3' MIN. \ • - • - • • • , •
MINOVER FOR SCREEN ENCLOSURES) AtM, \ IGEN$
L
NOS CONCRETE COVER 6 36' MIN. Q, F Y, n N
36' DIMENSIONS MAY IAP SPLICE, TYP. U.
COMPACT SUBGMDE T095%MODIFIED BE SWITCHED COMPACT SUBGRADE T095%MODIFIED
I •;T.
PROCTOR AND 2.000 PSF. TYPICALLY. PROCTOR AND 2.000 PSF. TYPICALLY.'T's rNO.: Nll-034
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TYPICAL CONTINUOUS `
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i - i 1 _ i • i _ O CHECKED BY: RCSTYPICAL
6 TURNDOWN SLAB FOOTING 7 PERIMETER FOOTING '05DOj A"` 1 m .^ ;682! ABY: Ra
SCALE Y.' =1'-0• C-1.6 SCALE Y' - 1''0' i O^ Np' DATE: o mm
5-2.6 7 L (
MAX.Pool ENCLOSURE ROOF SPAN of 50-0 •.
MID ON SHEET
MAX FOOL ENCLOSURE ROOF SPAN OF 5a4r `
Ro rt C. Saoggins, P.E. O S-2.6
FL Re istration No. 56158 F
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NON-SUPPORT WALL (TYPICAL BOTH SIDES) TOP GIRT TO BE
NO LESS THAN A 2.2.0.044 HOLLOW PATI) MEMBER SOLID
ROOF SHALLBE FASTENED INTOTOP CART USING A /100 S.M.S.
IN CONJUNCTION WITH AIS' NEOPRENE WASHER. WITH ALENGTHSUFFICIENTTOPENETRATETHROUGHTHEDEPTH
THICKNESS) OF THEROOF ANDTHETHICKNESSOFTHE
FLANGE OFTHETOP GIRT. THESPACINGSHALL NOT EXCEED
IB' O.C.
LENGTH OF SUPPORT WALL)
2'-0• (EXAMPLE DIMENSION ONLY) IF EITHER
SUPPORT WALL (SEE NOTE #2) J NOTES'
SOLID ROOF SHALL BE FASTENED INTO HEADER GIRT USING A
100 S.M.S. IN CONJUNCTION WITH A IS' NEOPRENE WASHER 1.
END OF THE ROOF PANEL IS UNSUPPORTED THIS SIDE ISTYPICALLYATTACHEDTO AHOST SUPPORT
16
THEN THE MAX SIDE OVERHANG S EQUAL STRUCTURE, FREE-STANDING SOLID ROOF STRUCTURES
ALONG AN ELITE ROOF SHALL NOT EXCEED B' O.C.,
TO HALF THE OVERALL WIDTH OF THE ROOF REQUIRE ATE.SPECIFIC ENGINEERING. A FREE STANDING
THE WALL WITH INTERMITTENT SUPPORT FROM COLUMNS (SEE'INDEPENDENT
PANEL SOLID ROOF STRUCTURE S DEFINED AS BEING UNSUPPORTED
10.8
4'-0" (EXAMPLE DIMENSION ONLY) BY A HOSTSTRUCTURE ON BOTH ENDS OF THESPANNING
THROUGH THE WEB OF THE SUPPORT COLUMNS (SEE 'PRIMARY MEMBER TO
OVERALL WIDTH OFROOF PANEL) ROOF PN LSFOR 60%T GREATER) OF THE OVERALL
12.8
LENGTWALL
LENGTH OF SUPPORT WALL)
ALUMINUM PAN (3' RISER) SPAN TABLE
SUPPORT WALL (SEE NOTE #2) J NOTES'
SOLID ROOF SHALL BE FASTENED INTO HEADER GIRT USING A
100 S.M.S. IN CONJUNCTION WITH A IS' NEOPRENE WASHER 1. THE PIAN VIEW IN THIS DETAIL SHOWS AN ELITE COMPOSITE ROOF BUT THE
SAME RULES APPLY TO AN ALUMINUM PAN ROOF UNLESS OTHERWISE NOTED. WITH A LENGTH SUFFICIENT TO PENETRATE THROUGH THE
16
DEPTH (THICKNESS) OF THE ROOF AND THE THICKNESS OF
THE FLANGE Of THE HEADER GIRT OR CARRY BEAM THE 2. THE
AND NONTHEREARENPOTYPESOFWALLS: SUPPORT WALLS A -SUPPORT WALLS-
THE SUPPORT WALL WILL CONSIST OF A HEADER GIRT SUPPORTING THE SOLIDALONGANELITEROOFSHALLNOTEXCEEDB' O.C., ROOF THAT CAN EITHER RUN CONTINUOUSLY ACROSS THE ENTIRE LENGTH OFANDALONGAPANROOFSHALLNOTEXCEED4'0.C- THE WALL WITH INTERMITTENT SUPPORT FROM COLUMNS (SEE'INDEPENDENT
15.1
Z
10.8
SUPPORT COLUMNS VIA BEING INTERNALLY FASTENED INTO SCREW BOSSES
13.7
THROUGH THE WEB OF THE SUPPORT COLUMNS (SEE 'PRIMARY MEMBER TO
9.8
SECONDARY MEMBER' DETAIL). NON-SUPPORT WALLS (AKA SIDE WALLS) ARE
12.8
NOT USED TO SUPPORT THE ROOF AND THEREFORE ARE NOT REQUIRED TO
9.5
MAINTAIN A HEADER GIRT.
i
1309.2
6.1
10.5 12.2
9.1 8.6 8.1
N 2x4 SMB 12.4 11.6 10.9 10.2 9.5 9.0X8.68.27.8
i
6.7 6.3
2x5 SMB 15.4 13.2 13.5 12.5 11.7 11.0.0 9.5 8.9 8.3 7.8
g 2x6 SMB
8
9.9 9.2 8.8
2x7 SMB 20.1 17.9 16.4 15.2 14.1 13.42.1 11.6
i
9.4
2x8 SMB 25.5 23.6 22.3 21.2 20.2 19.6 18.8 18.1 17.2
O
2x9 SMB 28.0 25.9 24.5 23.3 22.1 21.0 19.8 18.9 18.0 16.8 15.6 14.8
2x10 SMB 34.8 132.4 30.4 28.9 27.7 26.7 25.7 125.0 124.2 23.0 21.9 20.9
a
LENGTH OF SUPPORT WALL)
ALUMINUM PAN (3' RISER) SPAN TABLE
SUPPORT WALL (SEE NOTE #2) J NOTES'
SOLID ROOF SHALL BE FASTENED INTO HEADER GIRT USING A
100 S.M.S. IN CONJUNCTION WITH A IS' NEOPRENE WASHER 1. THE PIAN VIEW IN THIS DETAIL SHOWS AN ELITE COMPOSITE ROOF BUT THE
SAME RULES APPLY TO AN ALUMINUM PAN ROOF UNLESS OTHERWISE NOTED. WITH A LENGTH SUFFICIENT TO PENETRATE THROUGH THE
16
DEPTH (THICKNESS) OF THE ROOF AND THE THICKNESS OF
THE FLANGE Of THE HEADER GIRT OR CARRY BEAM THE 2. THE
AND NONTHEREARENPOTYPESOFWALLS: SUPPORT WALLS A -SUPPORT WALLS-
THE SUPPORT WALL WILL CONSIST OF A HEADER GIRT SUPPORTING THE SOLIDALONGANELITEROOFSHALLNOTEXCEEDB' O.C., ROOF THAT CAN EITHER RUN CONTINUOUSLY ACROSS THE ENTIRE LENGTH OFANDALONGAPANROOFSHALLNOTEXCEED4'0.C- THE WALL WITH INTERMITTENT SUPPORT FROM COLUMNS (SEE'INDEPENDENT
15.1
POST TO CARRY BEAM' DETAIL) OR BE BROKEN UP TO SPAN BETWEEN THE
10.8
SUPPORT COLUMNS VIA BEING INTERNALLY FASTENED INTO SCREW BOSSES
13.7
THROUGH THE WEB OFTHE SUPPORT COLUMNS (SEE 'PRIMARY MEMBER TO
9.8
SECONDARY MEMBER' DETAIL). NON-SUPPORT WALLS (AKA SIDE WALLS) ARE
12.8
NOT USED TO SUPPORT THE ROOF AND THEREFORE ARE NOT REQUIRED TO
9.5
MAINTAIN A HEADER GIRT.
1 SOLID ALUMINUM ROOF PLAN
S'2. / N.T.S.
NOTE.
THE ELITE ROOF SPAN TABLES WERE PRODUCED IN ACCORDANCE
WITH THE ALLOWABLE LOADS GIVEN IN THE FLORIDA PRODUCT
APPROVAL OF THE ELITE ALUMINUM CORPORATION'S
COMPOSITE ROOF PANEL THE FLORIDA PRODUCT APPROVAL
NUMBER FOR THS ROOF PANEL PRODUCT S FL47561-R1.
CARRY 8 -HEADER GIRT SCHEDULE FOR COMPOSITE ROOFS ONLY
ALUMINUM PAN (3' RISER) SPAN TABLE
ROOF & SKIN THICKNESS I
PAN TYPE 3'xl2'xO.024' I 3'xl2'xO.O30'3'x12',0.050'
16 20
EFFECTIVESPAN (FTJ
EFFECTIVE SPAN (FT.)
100 11.0 1 11.9 15.1
p 110 10.8 11.7 13.7
N 120 9.8 10.9 1 12.8
Z 123 9.5 1 10.8 1 12.6
1309.2
6.1
10.5 12.2
NOTE.
THE ELITE ROOF SPAN TABLES WERE PRODUCED IN ACCORDANCE
WITH THE ALLOWABLE LOADS GIVEN IN THE FLORIDA PRODUCT
APPROVAL OF THE ELITE ALUMINUM CORPORATION'S
COMPOSITE ROOF PANEL THE FLORIDA PRODUCT APPROVAL
NUMBER FOR THS ROOF PANEL PRODUCT S FL47561-R1.
CARRY 8 -HEADER GIRT SCHEDULE FOR COMPOSITE ROOFS ONLY
ELITE ALUMINUM CORPORATION COMPOSITE ROOF SPAN TABLE (#1 CORE DENSITY FOAM) (FLORIDA PRODUCT APPROVAL IFL75614II
ROOF & SKIN THICKNESS I
COMP. ROOF SPAN 4 5 6 7 8 9 10 11 12 1 14 16 20
6'x46',0.030'
EFFECTIVE SPAN (FT.)
1000 21-1• 24'-9'
2x2 H 7.6 1 7.1 1 6.5 1 6.0 5.8 5.6 1 5.4 1 5.2 5.0 4.6 4.3 4.0
2x3 H 10.7 9.9 9.1 8.4 8.2 7.8 7.5 7.3 6.9 6.4 6.0 5.6
2x4 H 11.6 10.7 9.9 9.1 8.9 8.5 8.2 7.9 7.5 7.0 6.5 6.1
2x5 H 14.4 13.4 12.5 12.0 11.4 11.1 10.6 10.3 9.9 9.1 8.6 8.1
N 2x4 SMB 12.4 11.6 10.9 10.2 9.5 9.0X8.68.27.8 7.2 6.7 6.3
2x5 SMB 15.4 13.2 13.5 12.5 11.7 11.0.0 9.5 8.9 8.3 7.8
g 2x6 SMB 18.016.6 15.1 13.9 13.1 12.51.2 10.6 9.9 9.2 8.8
2x7 SMB 20.1 17.9 16.4 15.2 14.1 13.42.1 11.6 10.7 10.0 9.4
2x8 SMB 25.5 23.6 22.3 21.2 20.2 19.6 18.8 18.1 17.2 15.9 14.9 14.0
2x9 SMB 28.0 25.9 24.5 23.3 22.1 21.0 19.8 18.9 18.0 16.8 15.6 14.8
2x10 SMB 34.8 132.4 30.4 28.9 27.7 26.7 25.7 125.0 124.2 23.0 21.9 20.9
INSERT w/ CHAIR RAIL
SEE COLUMN TO
DECK DETAIL
CHOOSE UPRIGHT SIZE
FROM COLUMN SCHEDULE
SEE COLUMN TO
DECK DETAIL
INSERT w/ UPRIGHT
2 SCREEN INSERT ELEVATIONS
N.T.S.
100x4' S.M.S. FASTENEDTHROUGH
COMPOSITE ROOF INTO LIP OF SUPER
GUTTER & SPACED EVENLY AT A
MAXIMUM OF B' O.C.
SUPER GUTTER (5' OR 71 ATTACHMENT OF SUPER
ELITE ALUMINUM CORPORATION COMPOSITE ROOF SPAN TABLE (#1 CORE DENSITY FOAM) (FLORIDA PRODUCT APPROVAL IFL75614II
ROOF & SKIN THICKNESS I 3'x48'%0.024' 3'.48'x0.030' 4'x48'.0.024' 4'.48'x0.030 6'.4814.024' 6'x46',0.030'
6k48k0.030'
1000 21-1• 24'-9' 23'-1' 26'-7' 28'-T 33'-3'
p QV 110 B10DC. 19'-5' 22'-9' 21'-3' 24'-5' 26'-5' 30'-6'
33'•5'
11 C. B 18'-2' 21'-1' 19'-7' 22W 24'-6' 28'-3'
Z 12 130 B 15'-6' 19'-3' 18'-2' 20'-10' 22'-6' 26'-B'
r3 130 C• 140 B 12'-7' 15'-0' 14'-0' 16'•3' 1T•5' 20'•2'
INSERT w/ CHAIR RAIL
SEE COLUMN TO
DECK DETAIL
CHOOSE UPRIGHT SIZE
FROM COLUMN SCHEDULE
SEE COLUMN TO
DECK DETAIL
INSERT w/ UPRIGHT
2 SCREEN INSERT ELEVATIONS
N.T.S.
100x4' S.M.S. FASTENEDTHROUGH
COMPOSITE ROOF INTO LIP OF SUPER
GUTTER & SPACED EVENLY AT A
MAXIMUM OF B' O.C.
SUPER GUTTER (5' OR 71 ATTACHMENT OF SUPER
ELITE ALUMINUM CORPORATION COMPOSITE ROOF SPAN TABLE 02 CORE DENSITY FOAM) ROR®APRODUCT APPROVAL OFL7561•RIJ
R & SKIN THICKNESS 3".48'x0.024' 3'x40.0.030' 1 4N48W.024' 4'x48'.0.030' I 6'x48'xO.024' 6k48k0.030'
100 B 23'-1' 27,-2' 25'-4' 29'-3' 31'-6' 36'-4'
Z
p 21'•2' 24'-11' 23'-4' 26'•11' 29'-0' 33'•5'
3
1330
19'-7' 23'-2' 21'-8' 25'-1' 28'-6' 31'•1'
Z v 18'-1' 21'-2' 19'•11' 22'•9' 24'-8' 28'•3'
130 C, 140 B 14'-0' 16'-3' 15'-3' 1T-8' 18'-3' 22'-1'
INSERT w/ CHAIR RAIL
SEE COLUMN TO
DECK DETAIL
CHOOSE UPRIGHT SIZE
FROM COLUMN SCHEDULE
SEE COLUMN TO
DECK DETAIL
INSERT w/ UPRIGHT
2 SCREEN INSERT ELEVATIONS
N.T.S.
100x4' S.M.S. FASTENEDTHROUGH
COMPOSITE ROOF INTO LIP OF SUPER
GUTTER & SPACED EVENLY AT A
MAXIMUM OF B' O.C.
SUPER GUTTER (5' OR 71 ATTACHMENT OF SUPER
GUTTER S NOT SHOWN FOR ILLUSTRATIVE PURPOSES._
SEE INDEPENDENT DETAILLABELED 'SUPERGUTTER
CONNECTION TO HOST STRUCTURE'
GUTTER STIFFENER SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. SPACING AND ATTACHMENT
DETAILS LOCATED IN NOTE 13 W THE DETAIL
WRED'SUPER GUTTER CONNECTION TO
HOA STRUCTURE"
COMPOSITE ROOF TO TOP OF
3 SUPER GUTTER CONNECTION
N.T.S.
SCREEN INSERT NOTES:
1. INSERTS ARE FRAMED IN BY 152' O.B.. Y=SQ' O.B.. OR lk3.O.B.
MEMBERS
2. FRAMINGMEMBERSARE FATTENED TO AC.M.U. USING V4'0
CONCRETE ANCHOR w/I& EMBEDMENT (MIN.).
3. FRAMINGMEMBERSARE FASTENED TO AWOOD FRAMED WALL
USING A (MIN) #10 WOOD SCREW WITH A (MIN) P
EMBEDMENT.
4. FRAMING MEMBERS THAT ARE FASTENED TO AN ALUMINUM
FRAMED MEMBER WILL USE A (MIN) 010 SMS.
S. FRAMING MEMBERS ARE FATTENED 0 MAX 36' O.C.
REGARDLESS OF CM.U.. WOOD. ORTO ANOTHER ALUMINUM
FRAME MEMBER
6. THERE SHALL BE A FASTENER WITHIN 4' OF EVERY 90' CORNER
OR UPRIGHT IN EITHER DIRECTION BUT NOT REQUIRED TO BE
IN BOTH DIRECTIONS.
7. INSERTS MAY BE AS LARGE AS DESIRED. THE TYPE OF INSERT
USED S CHOSEN BY THE DESIGNER AND S INCIDENTALTO
STRUCTURAL INTEGRITY
9
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JOBNO.: #11-034
BRAWN BY. TLW
14ECKED BY: RCS
APPROVEDBY: RCS
DATE: 07/11/1l
SHEET
a.ns, P.E. D • /
No. 56158 F
HOST STRUCTURE ALUMINUM L -ANGLE
FASTENERS TO BEAM
SEE NOTE II) USED AS A SPACER
110 S.M.S. 114 S.M.S. 1/4.O TAPCONS 3/8'O TAPCONS 110 WOOD SCREW
1. 01004.75"S.M.S. HOST STRUCTURE 100x0.74' S.M.S. FASTENED
8 12
FASTENED ®8' O.C.
SEE NOTE /1) 3. ®B' O.C. (SEE NOTE /4) '
4" 6 8 12 18 6
COMPOSITE ROOF
5" 4 6 8 12 4 6
RECEIVER CHANNEL
4 6
FASTENER TYPE ANDSPACING
6
405 2000W AVENUE RM S . SPRI GI. FL 3x64 LEFAX /68x
z v1 N ON
DETERMINED FROMTABLE NAMED
15< Z Z
a, S-2.8
JAS
FFctdg ins. P.E.
BEAMTO HOISTSTRUCTURE
1
F
MIN. EMBEDMENT DEPTH INCHES
FASTENER REQUIREMENTS' (SEE NOTE
04 /3)
FASTENER TYPE AND SPACING
COMPOSITE ROOF RECEIVER DETERMINED FROMTABLE
NAMED'COMPOSITE ROOF TO 2' /100x0.75' S.M.S. CHANNEL (SEE NOTE /4) HOST STRUCTURE FATTENER FASTENED A A- 0. CC
TABLE' (SEE NOTE /3)
COMPOSITE ROOF TO FACE OF HOST STRUCTURECOMPOSITEROOFTOFACEOFHOSTSTRUCTURE
COMPOSITE ROOF TO HOST STRUCTURE CONNECTION
N.T.S.
COMPOSITE ROOF TO HOST STRUCTURE FASTENER REQUIREMENTS
ILLUSTRATIVE PURPOSES. SEE
GUTTER TO HOST DETAIL FOR
CONNECTION REQUIREMENTS
GENERAL ISOMETRIC
A
NOTES:
1. THE TERM HOST STRUCTURE IS USED SYNONYMOUSLY WITH ANY STRUCTURAL
COMPONENT THAT THE COMPOSITE ROOF CAN ATTACH TO. THIS K
INCLUDING, BUT NOT LIMITED TO. THE FACE OF A CARRY BEAM. ROUSE FASCIA.
HOUSE WALL. AND THE FACE OF SUPER GUTTER-
2. UTTER2. THE TYPE OF FASTENER THAT IS ATTACHING TO THE HOST STRUCTURE IS TO BEDETERMINEDBYTHECOMPOSITEROOFTOHOSTSTRUCTUREFASTENER
REQUIREMENTS'.
3. SHEET METAL SCREWS AND WOOD LAG SCREWS (ONLY) THAT ATTACH INTO THEHOSTSTRUCTURETHROUGHTHERECEIVERCHANNELMUSTCONTAINAIS'
WASHER IF A WASHER IS NOT USED. THEN THE TYPE OF FASTENERS MENTIONED
IN THIS NOTE ARE TO BE DOUBLED•UP. THEY SHOULD BE INSTALLED IN A
VERTICAL PATTERN. EVENLY SPACED BETWEEN THE TOP AND BOTTOM FLANGE
OF THE RECEIVER CHANNEL4. THE FASTENERS THAT ATTACH THE COMPOSITE ROOF TO THE LONG FLANGE OFTHERECEIVERCHANNELAREONLYREQUIREDWHERETHEREKSUFFICIENT
ROOM FOR INSTALLATION. FOR EXAMPLE. IF THE COMPOSITE ROOF IS
INSTALLED UNDER A HOUSE OVERHANG TO THE HOUSE WALL: OR WHEN THE
ROOF IS INA STEEP PITCH AND THE BOTTOM IS INACCESSIBLE. SUFFICIENTROOM
IS DEFINED AS Z4' OF SPACE BETWEEN THE TOP OF THE COMPOSITE ROOF AND
THE BOTTOM OF THE OBJECT COVERING THAT AREA ANYTHINGLWTHAN
THAT WOULD CONSTITUTE INSUFFICIENT ROOM AND THEREFORE NOT REQUIRE
THAT THE TOP FLANGE OF THE RECEIVER CHANNEL BE FASTENED.
V -3Y.• BOLT
W/ LOCK -NUT
100x2' S.MS FASTENED IN THE —
FIELD BETWEEN THROUGH -BOLTS.
PATTERN AS SHOWN IN'RLONT
ELEVATION VIEW WITH QUANTITY
DETERMINED BY THE TIELD
FASTENERPTABLE
0x3Y.' BOLT—
w/LOCK-NUT
SIDE FLANGE
TYPICAQ
tom.
J
HANNEL FACE
U -CHANNEL
FASTENERS TO BEAM
MAXIMUM SPACING OF SPECIFIED FASTENERS INCHES
FASTENERS TO CMU HOST FASTENERS TO WOOD HOST
ROOF THK. 110 S.M.S. 114 S.M.S. 1/4.O TAPCONS 3/8'O TAPCONS 110 WOOD SCREW X14 WOOD SCREW
3" 8 12 18 24 8 12
4" 6 8 12 18 6 8
5" 4 6 8 12 4 6
6" 4 6 8 12 4 6
405 2000W AVENUE RM S . SPRI GI. FL 3x64 LEFAX /68x
z v1 N ON
O
15< Z Z
a, S-2.8
JAS
FFctdg ins. P.E. 0 V
1
F
MIN. EMBEDMENT DEPTH INCHES
ILLUSTRATIVE PURPOSES. SEE
GUTTER TO HOST DETAIL FOR
CONNECTION REQUIREMENTS
GENERAL ISOMETRIC
A
NOTES:
1. THE TERM HOST STRUCTURE IS USED SYNONYMOUSLY WITH ANY STRUCTURAL
COMPONENT THAT THE COMPOSITE ROOF CAN ATTACH TO. THIS K
INCLUDING, BUT NOT LIMITED TO. THE FACE OF A CARRY BEAM. ROUSE FASCIA.
HOUSE WALL. AND THE FACE OF SUPER GUTTER-
2. UTTER2. THE TYPE OF FASTENER THAT IS ATTACHING TO THE HOST STRUCTURE IS TO BEDETERMINEDBYTHECOMPOSITEROOFTOHOSTSTRUCTUREFASTENER
REQUIREMENTS'.
3. SHEET METAL SCREWS AND WOOD LAG SCREWS (ONLY) THAT ATTACH INTO THEHOSTSTRUCTURETHROUGHTHERECEIVERCHANNELMUSTCONTAINAIS'
WASHER IF A WASHER IS NOT USED. THEN THE TYPE OF FASTENERS MENTIONED
IN THIS NOTE ARE TO BE DOUBLED•UP. THEY SHOULD BE INSTALLED IN A
VERTICAL PATTERN. EVENLY SPACED BETWEEN THE TOP AND BOTTOM FLANGE
OF THE RECEIVER CHANNEL4. THE FASTENERS THAT ATTACH THE COMPOSITE ROOF TO THE LONG FLANGE OFTHERECEIVERCHANNELAREONLYREQUIREDWHERETHEREKSUFFICIENT
ROOM FOR INSTALLATION. FOR EXAMPLE. IF THE COMPOSITE ROOF IS
INSTALLED UNDER A HOUSE OVERHANG TO THE HOUSE WALL: OR WHEN THE
ROOF IS INA STEEP PITCH AND THE BOTTOM IS INACCESSIBLE. SUFFICIENTROOM
IS DEFINED AS Z4' OF SPACE BETWEEN THE TOP OF THE COMPOSITE ROOF AND
THE BOTTOM OF THE OBJECT COVERING THAT AREA ANYTHINGLWTHAN
THAT WOULD CONSTITUTE INSUFFICIENT ROOM AND THEREFORE NOT REQUIRE
THAT THE TOP FLANGE OF THE RECEIVER CHANNEL BE FASTENED.
V -3Y.• BOLT
W/ LOCK -NUT
100x2' S.MS FASTENED IN THE —
FIELD BETWEEN THROUGH -BOLTS.
PATTERN AS SHOWN IN'RLONT
ELEVATION VIEW WITH QUANTITY
DETERMINED BY THE TIELD
FASTENERPTABLE
0x3Y.' BOLT—
w/LOCK-NUT
SIDE FLANGE
TYPICAQ
tom.
J
HANNEL FACE
U -CHANNEL
I I A
KNEE BRACES (KCB.) ARE OPTIONAL
THEY CAN BE USED TO REDUCE THE
SPAN BETWEEN THE POSTS. THE SPAN
REDUCTION IS DETERMINED BY THE
KNEE BRACE (K.B.)OFFSET DISTANCE
OFFSET DISTANCE
3x3 POST
FRONT ELEVATION
SECTION "A -A"
POST
COMPACTED BACKFILL
1'4'
M. OF SLAB FOR COUNTERSUNK CONNECfl01
1OW S.M.S. (M.)=
1'-4".'
14xy.• S.M.S. ow.)
POST CONNECTS TO FOOTERRMCON)CwR 2E MIN.
w/ (2) Tk 2'x 0.125' ANGLE' Z EMBEDMENTINTOPLAN
OR 0) X'THICK U-CHANNELCONCRETE (TCP.)
L 2500 PSI MIN. STRENGTH
1.25 MIN. EMBEDMENT INTO
E ANCHOR ff)
CONCRETE (TYP.)
SECTION "A -A" ISOMETRIC
NOTES:
1. THE NOTCH IN THE 3X3 POST IS SHOWN AS A SIDE NOTCH BUT A CENTERED NOTCH KALSOALLOWABLEINTHATCASETHEHELDFASTENERSWOULDBEREQUIREDTOBEINSTALLEDONBOTHSIDESOFTHENOTCHANDTHETHROUGHBOLTSWOULDBE
REQUIRED TO PENETRATE BOTH SIDES OF THE NOTCH THROUGH THE BEAM.
2. THE (OPTIONAL) KNEE BRACES ARE SHOWN BEING ATTACHED WITH U -CHANNEL BUTH.CHANNEL IS ALSO ACCEPTABLE THE SIZE OF THE KNEE BRACE AND THE QUANTITY
OF FASTENERS K GIVEN IN THE 'KNEE BRACE SCHEDULE'.
3. HEIGHT AND TYPE OF 3X3 POST IS DETERMINED BY THE APPROPRIATE TABLES CALLEDCOLUMNSCHEDULEFORSOLIDROOF / SCREEN ENCLOSURE COMBO% IN THE EVENT
THAT THERE IS NO SOLID ROOF OR NO SCREEN ENCLOSURE THEN TAKE THE MINIMUM
SPAN GIVEN IN THE TABLE FOR THE NONEXISTENT COMPONENT.
INDEPENDENT POST TO BEAM CONNECTION
N.T.S.
INDEPENDENTFODIMENSIONS AS SHOWN.. FOOTER
IS COUNTERSUNK BELOW GRADE
COUNTER -SUNK POST (ELEVATION)
POST CONNECTS TO FOOTER
w/ Rl 2-4-.0.125' ANGLE OR
I) )C THICK U -CHANNEL
TYPICAL MONOLITHIC SUB
SEE DETAIL LABELED
POST/CONCRETE SLAB' FOR ,Ct
DETAILED INFORMATION. I `
INDEPENDENT POST TO DECK
N.T.S.
s0 CONCRETE ANCHOR (r=Cll)
w/ 175' MIN. EMBEDMENT 10
CONCRETE (ICP.)
FIELD FASTENERS
BEAM SIZE QTY. OF FIELD FASTENERS
2x4 0
2x5
Q
2x6 4
2x7
I I A
KNEE BRACES (KCB.) ARE OPTIONAL
THEY CAN BE USED TO REDUCE THE
SPAN BETWEEN THE POSTS. THE SPAN
REDUCTION IS DETERMINED BY THE
KNEE BRACE (K.B.)OFFSET DISTANCE
OFFSET DISTANCE
3x3 POST
FRONT ELEVATION
SECTION "A -A"
POST
COMPACTED BACKFILL
1'4'
M. OF SLAB FOR COUNTERSUNK CONNECfl01
1OW S.M.S. (M.)=
1'-4".'
14xy.• S.M.S. ow.)
POST CONNECTS TO FOOTERRMCON)CwR 2E MIN.
w/ (2) Tk 2'x 0.125' ANGLE' Z EMBEDMENTINTOPLAN
OR 0) X'THICK U-CHANNELCONCRETE (TCP.)
L 2500 PSI MIN. STRENGTH
1.25 MIN. EMBEDMENT INTO
E ANCHOR ff)
CONCRETE (TYP.)
SECTION "A -A" ISOMETRIC
NOTES:
1. THE NOTCH IN THE 3X3 POST IS SHOWN AS A SIDE NOTCH BUT A CENTERED NOTCH KALSOALLOWABLEINTHATCASETHEHELDFASTENERSWOULDBEREQUIREDTOBEINSTALLEDONBOTHSIDESOFTHENOTCHANDTHETHROUGHBOLTSWOULDBE
REQUIRED TO PENETRATE BOTH SIDES OF THE NOTCH THROUGH THE BEAM.
2. THE (OPTIONAL) KNEE BRACES ARE SHOWN BEING ATTACHED WITH U -CHANNEL BUTH.CHANNEL IS ALSO ACCEPTABLE THE SIZE OF THE KNEE BRACE AND THE QUANTITY
OF FASTENERS K GIVEN IN THE 'KNEE BRACE SCHEDULE'.
3. HEIGHT AND TYPE OF 3X3 POST IS DETERMINED BY THE APPROPRIATE TABLES CALLEDCOLUMNSCHEDULEFORSOLIDROOF / SCREEN ENCLOSURE COMBO% IN THE EVENT
THAT THERE IS NO SOLID ROOF OR NO SCREEN ENCLOSURE THEN TAKE THE MINIMUM
SPAN GIVEN IN THE TABLE FOR THE NONEXISTENT COMPONENT.
INDEPENDENT POST TO BEAM CONNECTION
N.T.S.
INDEPENDENTFODIMENSIONSASSHOWN.. FOOTER
IS COUNTERSUNK BELOW GRADE
COUNTER -SUNK POST (ELEVATION)
POST CONNECTS TO FOOTER
w/ Rl 2-4-.0.125' ANGLE OR
I) )C THICK U -CHANNEL
TYPICAL MONOLITHIC SUB
SEE DETAIL LABELED
POST/CONCRETE SLAB' FOR ,Ct
DETAILED INFORMATION. I `
INDEPENDENT POST TO DECK
N.T.S.
s0 CONCRETE ANCHOR (r=Cll)
w/ 175' MIN. EMBEDMENT 10
CONCRETE (ICP.)
FIELD FASTENERS
BEAM SIZE QTY. OF FIELD FASTENERS
2x4 0
2x5 2
2x6 4
2x7 6
2x8 6 '
2x9 8
2x10 8
KNEE BRACE SCHEDULE
bo
SIZE LENGTH QTY. PER FLANGE
2x2xO.044 UP TO 2'-0" 2
2x3xO.050 2'-0" TO 4'-0" 3
2x4x0.050 4'-0" TO 6'-W 4
2x4x0.048 x 0.100 SMB 6-0" TO T-0" 4
2%6x0.050 x 0.120 SMB 7'•0" TO 8'•0" 6
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5t4vcty- _t.-CoNCEP JOBNO.: 111-034
No'86 ti St N: W DRAWN BY.. TLW
CHECKED BY: RCS
405 2000W AVENUE RM S . SPRI GI. FL 3x64 LEFAX /68x APPROVED BY: RCS
DATE: o7nlmVALLA
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FL I rafton No. 56158 F
UPRIGHT IS TYPICAL BUT U -CHANNEL BUT MAY
ALSO ATTACH TO CMU. OR CONVENTIONAL
WOOD FRAMED HOUSEWALL (W OSB OR %'
PLYWOOD). IN WHICH CASE TAPCONS AND
WOOD SCREWS WOULD BE USED. RESPECTIVELY.
U.CHANNEL RUNNINGTHEDEPTHOFTHE U -CHANNEL
BEAM AND FASTENED ON BOTH SIDES AS FLANGE
WELL ASTHE WEB. QUANTITY OF FASTENERS
SHOULD BE ONE LESS THAN THE DEPTH OF
THE BEAM R.E. 2X7 - 6 FASTENERS).
FASTENER TYPE SHALL BE 0100X0.75
STANDARD BEAM TO U -CHANNEL CONNECTION
SHOWN FROM ISOMETRIC TOP)
100.0.75- S.M.S. WITH THE QUANTAL
OF FASTENERS BEING ONE LESS THAN
THE DEPTH OF THE BEAM (TYPICAL ON
BOTH FLANGES AND THE WEB) U -CHANNEL
ISOMETRIC FOR CLARITY)
WEB
100x0.5' S.M.S. QUANTITY IS
EQUAL TO THE H{HANNEL
LENGTH MINUS ONE
s
BEAM NU I LMtU AKUUNL) UrKlun I
1) 1100x0.75' FASTENER FASTENED
THROUGH THE SUPER GUTTER
AND U -CHANNEL INTO THE BEAM.
BEAM (2x7 SMB
e #100x0.5' SMS. QUANTITY IS
SHOWN AS EXAMPLE)
EQUALTOTHE H -CHANNEL
LENGTH MINUSONE r vTTI—"F r
NOTES:
1. H.CHANNEL LENGTH WILL BE EQUAL TO THE BEAM LENGTH MINUS THE
NOTCH DEPTH.
2. KNEE BRACESMAY BEUSED INADDITION TO THISCONNECTION BUT ARE
OPTIONAL FOR INFORMATION BOUT A KNEE BRACE CONNECTION.
PLEASE SEETHE DETAIL LBELED'KNEEBRACE CONNECTION'.
3. QUANTITYOF SCRM ON EACHFLANGE MUST BE EQUALTO THE
H -CHANNEL LENGTHMINUS ONE (ASSHOWN INTHE DETAIL).
4. FASTENERS IN H.CHANNEL MAY BE #140x0.5' ALSO.
5. ANY COMBINATION OF FRAME MEMBERS FORTHE UPRIGHT AND BEAM
MAY BE USED PROVIDED THEY ARE IN THE BEAM SCHEDULE AND
UPRIGHT SCHEDULE RESPECTIVELY.
6. H -CHANNEL CONFIGURATION AND FRAME -NOTCH SHOWN K IN A
VERTICAL VECTOR WITH THE BEAM BEING NOTCHED. THE VECTOR MAY
ALSOBE HORIZONTALWITH THE UPRIGHTNOTCHEDONLY IFTHE
UPRIGHT DEPTH IS LARGER THAN THE BEAM DEPTH.
7. AN OPTIONAL 2x2x0.M ANGLE MAY BEUSED IN CASES WHERE ONE SIDE
OF THE BEAM IS INACCESSIBLE. SEE NOTE #61N THE DETAIL BELOW
LABELED 'BEAM TO FACE OF UPRIGHT".
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MAY BE USED IN BUTAREe1. KNEE
c'
APAN
OPTIONALE
FOR NFORMATIONBOUT AKNEEIBRACE CONNCCTION,
H -CHANNEL
GENSE •
PLEASE SEETHE DETAIL LABELED -KNEE BRACE CONNECTION.
2X2%0.125'ANGLEUSED AS ASECONDARY IF THERE IS SPACE AVAILBIESUPPORT2. QUANTRY OF SCREWS ON EACH FLANGE MUST BE EQUAL TO THEINTHEEVENTWHEREONEADEANDTHEU.CHANNEL FIANCE •
SIGN }5I&
crsHECKM
405 DOUGW XMU4 1305. IT SPRI 32714 • 41
H.CHANNEL LENGTHMINUS ONE (ASSHOWN IN THEDETAIL). OF THE U.CHANNEL I PARTIALLY ISACCESSIBLE. THEN FASTENERS
o n1m
TIONAL 2.2x0.125 ANGLE
C RSO 1
INACCESSIBLE WILL BE REQUIRED WHERE
11S-299
GLE MAY BE USED IN THE 3. FASTENERS IN H -CHANNEL MAY BE /140x0.5' ALSOPOSSIBLECASEWHEREONESIDEOFTHE
BEAM IS COVERED AND IS 4. ANYCOMBINATION OF FRAMEMEMBERS FOR THE UPRIGHTAND BEAM
INACCESSIBLE SEE NOTE /6. MAYBE USED PROVIDED THEYARE IN THE BEAM SCHEDULEAND2) #100x0.75' S.M.SWILL BE USED FOR UPRIGHT (2x4 SMB UPRIGHT SCHEDULE RESPECTIVELY. ATTACHMENT TO ALUMINUM FRAME MEMBERS SHOWN AS EXAMPLE) 2) /100x1' WOOD SCREWSWILLBE USED FOR S. THECONFIGURATION SHOWN 15 THE BEAM BUTTING INTO THEATTACHMENTTOWOODFRAMESACDLLBEUSEDUPRIGHTWITHTHEHFCHIANNELLENGTH' BEING DRIVEN BY THE BEAM
p x1.25'TOWOAPCON FOR O
SUPER GUTTER SHOWN FOR DEPTH. THIS CONFIGURATION MAY BE SWITCHED TO HAVE THE
ATTACHMENTTOC.M.U. ILLUSTRATIVE PURPOSES ONLY. UPRIGHT BUTTING INTO THE BOTTOM OF THE BEAM AND THE
REFER TO THE DETAIL LBLED SUPER H-CHANNEL'LENGTH' BEINGDRIVEN BYTHEUPRIGHT DEPTH.
GLITTER TOHOST CONNECTION'
FORATTACHMENT REQUIREMENTS 6. THE 2x2.0.125 ANGLE IS USED IN LIEU OF ONE INACCESSIBLE SIDE OF
BEAM. (2) /100.0.75 FASTENERS SHOULD BE USED ON EACH FLANGE OF
BEAM TO FACE OF UPRIGHT THE ANGLE BRACKET. IF THE INACCESSIBLESIDE ISONLY PARTIALLY
COVERED. THEN FASTENERS SHOULD BE INSTALLED WHERE POSSIBLE.
BEAM TO U -CHANNEL w/GUTTERBEAMTOU -CHANNEL w/ GUTTER (SHOWN FROM ISOMETRIC TOP) SHOWN FROM ISOMETRIC BOTTOM)
2 BEAM TO UPRIGHT (H -CHANNEL) CONNECTION1BEAMTOU -CHANNEL CONNECTION
N.T.S. LL 7
N.T.S.
5-2.9 7
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Di yVNBY: TLWSIGN }5I&
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405 DOUGW XMU4 1305. IT SPRI 32714 • 41
BY: RCS
APPROVED BY: RCS
TELL F -2386
0•• ACO .2Tfl o n1m
SHEETCRSO 1
11S-299RortC. Saoggins, P.E. O
FL R Istratlon No. 56158 F
0
Y.'0 OR %'0TAPCON. -
IEE'COLUMN TO DECK
SCHEDULE' FOR PROPER
SIZE.
ARCHITECTURALFOAMCAP
EXISTING C.M.U. WALL -
SECTION "A -A"
NOTES:
1. TAPCONS IN BETWEEN EACH UPRIGHT
MAY BE SPACED AT 36' O.C. (MAX) WITH A
1x1x0.046 HOLLOW ALUMINUM FERRULE
SUPPORT (AS SHOWN IN THE DETAIL).
1.1.0.046 HOLLOW
ALUMINUM FERRULE
LOCATED AT EACHTAPCON
SCREEN ENCLOSURE BASE ATTACHMENT TO FOAM CAPPED WALL
N.TS.
MINIMUM ROOF PITCH IS Y.'
PER FOOT. ROOF MAY PITCH \
IN EITHER DIRECTION.
1 1
FLORIDA PRODUCT APPROVED
COMPOSITE ROOF SYSTEM
USED AS ATRANSOM
1
1
SIDE ELEVATION
FLORIDA PRODUCTAPPROVED
COMPOSITE ROOF SYSTEM
USED AS ATRANSOM
2'-0' MAX TRANSOM HEIGHT
UNLESS OVERWRITTEN IN
SITE-SPECIFIC ENGINEERED
DRAWING
SUPERGAFFERSUPERy SEETHE
DETAIL LABELED SUPER GUTTER
CONNECTION TO HOSTSTRUCTURE'
FOR SPECIFIC CONNECTION DETAILS.
100x0.75' S.M.S. FASTENED INTOjA EXTRUDED RECEIVERCHANNELTO BE
COMPOSITE TRANSOM PANEL ® — — FLUSH WITHTHE INSIDE UP OFTHE
MAXIMUM OF 4'( (TYPICALi SUPER GUTTER COMPOSITE TRANSOM
BOTH SIDES OF CHANNEL/ PANEL NOT SHOWN FOR ILLUSTRATIVE
PURPOSES.
1o0x0.75' S.M.S. FASTENED
INTO UP OF SUPER GUTTERAMAXIMUMOF4"O.C.
2X2X0.125'ANGLE
GUTTER STIFFENER TO BE PLACED 100x0.75'S.M.S. FASTENED
ALONG TRANSOM AT A SPACING NOT UP OFSUPER GUTTERR ' IMOMAXIMUMTOEXCEED24" O.C. SEE DETAIL LABELED OF 4'
RIPER GUTTER CONNECTION TO HOST \
STRUCTURE' FOR SPECIFIC CONNECTION —
DETAILS OF THE STIFFENER DETAIL "A"
I100x4'S.M.S. WFTHAI.5'0 NEOPRENE
WASHER FASTENEDTHROUGH THE
COMPOSITE PANEL INTO TOP OFRECEIVER
CHANNEL. SPACED ®AMAX OF 4"O.C.
I 1
If
1
I 1
I I
1 / .
100x0.75' S.M.S. FASTENED INTO \
COMPOSITE TRANSOM PANEL ® A — —
MAXIMUM OF 4" O.C. (TYPICAL DETAIL "B" BOTH SIDES OF CHANNEL
2 COMPOSITE PANEL TRANSOM DETAIL
S -Z,10 N.T.S.
FLORIDA PRODUCT APPROVED
COMPOSITE ROOF SYSTEM
0 0
00000000
TOP ISOMETRIC VIEW
BOTTOM ISOMETRIC VIEW
1 111111///// o
O GENSF •
i
L & DSS IG Lu ; DRAWH BY: TLW
1.71 7' !
r foC&EDBY: RCS
405 DOUGLAS IX5 - S a FL 32714 PROVED BY: RCS
L A,p
6Bx-2586
auW
UKIV N ' Ti 07/11/11
SS, .. ,cl, SHEET
bert C. Saoggis, PES-2.102. U / . 11 O
FL egirtration No. 56158 F
OFFICE
PERMIT # PERMIT #