HomeMy WebLinkAbout289 McKay BlvdMAY 273 2011
CITY OF SANFORD
z`BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 11— S L( ocumented Construction Value: $
Job Address: d Historic District: Yes No
Parcel ID: ' ^ 3 Q ' Zoning:
Description of Work:I:Q r, ) e " '
Plan Review Contact Title:
Phone: Fax: E-mail:
Property Owner Information
Name rl(/I 1 0jrI
Street:
C V ^-
City, State Zip: - v %
Name
Street:
Phone:
Resident of property? :
Contractor Information
City, State Zip: sem
Phonk V6 7 r 2fJw
Fax:
State License No.: 4 I/A l7
vArchitect/
Engineer Information
Name: r 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
7aC6nstruction Type:
Flood Zone:
New Service No. of AMPS:
Mechanical ,(Duct layout required for new systems)
No. of Stories:
Plumbing
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 elecirical '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 of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
1 ,
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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
ignaturef Contractor/Ag t Date
Print Cgn1mctor/Agent's Name
APPROVALS: ZONING• ZUTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
S4-sh1
Siignafur2b@ot
1
late
ii
of Flot c j Date
LU ;,
N •' i{y 9• t••••4efl
Contractor Y+gt\'\'!r2tz9,a o Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: -r-12- -V
i
From:FLORIDA POOL ENCLOSURES 4072606411 05/24/2011 14:49 #329 P.001/001
Florida Pool Enclosures, Inc.
927 Hickory Street - Altamonte Springs, FL 32701 - Phone: (407) 260-2800 - Fax: (407) 260-6411
State Cert. Lie # SCCO56689
Order No. Customer Phone (Primary) Secondary)
Date L f I i Z L'Zv I I (Work) Mr. Mrs.
This is a contract between Florida Pool Enclosures and /vry +n i
n-
oao- <«t+"r:Z-
the customer), who resides at: 91 N M -Z LG•u/ Owx s., -,4.e
As used in this contract, the words seller, we, us, and our refer to Florida Pool Enclosures and the words you, your and
buyer refer to the Customer. We agree to furnish all labor and material necessary to install the following described:
DESCRIPTION OF WORK TO BE DONE: Perms. YES
ENCLOSURE: Starting Height
Size If- r
x c t ` Outside dimensions (Approx.)
Room Type Di'+•.r
frame Color (3a'KZr- Window / Door Color
Wall Style
Hinge: (From Outside Lo F
ROOF: Size
Color - Type
Overrh ; 2" Other
Fart ut re Beam
Gutter Color j. •r oVLZ'Ys
Fascia Color (All + L
PLOT PLAN
H.O.A.
Type
Survey? ES
In Out
Down Spout Color
Permit Application
N.O.C.
ACCORDING TO FLORIDA 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 RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF
YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -
SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED THE 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
AGAINST 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 A WRITTEN RELEASE FROM ANY PERSON OR COMPANY THAT HAS
PROVIDED TO YOU A NOTICE TO OWNER. FLORIDA CONSTRUCTION LIEN LAW IS COMPLEX AND IT
IS RECOMMENDED YOU CONSULT AN ATTORNEY.
FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY FUND
PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A
PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A
LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA
CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:
Division of Professions - Construction Industry Licensing Board -1940 North Monroe St, Tallahassee, FL 32399-1039, Phone: 850-487-1395
Additional Specs: TOTAL 171 k, 0 t"
c
DEPOSIT WITH ORDER 3cr v< t>iw ,st`} 0/v C /1.-f
BALANCE DUE 40`l- &J Cg r"I0f r4 (ziti
TERMS: CASH I FINANCING I CREDIT CARD
One full year labor guarantee included / On each job you agree to pay 1/3 on order, 1/3 on layout, 1/3 on completion to installer.
If after going through the normal channel of operations, you are dissatisfied or have
any unresolved problems, please call and ask for me personally. Mike DelaHoz, President
THE INSTALLATION WILL BEGIN ON OR AROUND AND WILL BE COMPLETE ON OR ABOUT
IT IS UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE THE ESTIMATED COMPLETIONrDATE STAT-
ED TATEDABOVE: CUSTOMER'S ABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER, STRIKES OR OTHER LABOR DISRUP-
TIONS; NON-AVAILABILITY OF MATERIALS; ENGINEERING; PERMITTING; ACTS OF GOD; NONCOMPLIANCE WITH PAYMENT TIMING.
BY SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALL TERMS OF THIS CONTRACT.
THIS CONTRACT IS SUBJECT TO FINAL APPROVAL OF FLORIDA POOL ENCLOSURES INSTALLATIONS MANAGEMENT AND FLORIDA POOL
ENCLOSURES INSTALLATIONS RESERVES THE RIGHT TO CANCEL THIS CONTRACT WITHIN TEN (10) BUSINESS DAYS OF THE CONTRACT
DATE OR AT ANYTIME PRIOR TO START OF WORK IN THE EVENT OUR ENGINEERING DEPT. DETERMINES THE JOB AS SOLD WILL NOT
AFFORD PROPER INSTALLATION.
DATE —d % 2- 2olI Custorrler::,
Sales Representative Customer
v
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PERMIT PE 3p1.1 V 1 1 J
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50' S 8, 24" E 105.00'
es—5' DRAiI4AGE—& UTILITY EASEMENT P
25.08'
Y
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L0
W
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I
25.00 I
i
t
I
5
O 52.08' ' O
O OIyTY. C4NC. BLe/SrUCCo RAS.
w r.0
FF. ELEV = 32.96 vRw
J
20.02' P rn
4 c0 "' L,44.35-
00
4.35' I tD
c
4.34'
i = r`} 71
5 OO
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O
CL 127.8 32.05' O
O '
i ---------------- ----- t
5' AINAGE & UTILITY EASEMENT
I S 8g°
01241'
E 105. 00'
4 572y ) I
CITY OF SANFORD BfbfLDfNO PLAN REVI SCALE: 1 "=20'
PLANNING DEVEL'DPMENT SERVICES
APPItOVE4 '
DATE
SURVEY NOTES:
1) The street address of the above-described property is 289 McKAY BOULEVARD.
2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995.
5URVEYOY'5 CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same:. °I further certify that this Survey meets the Minimum Technical
SLar,dards set forth by the Florida Board of land Surveyors pirsuant to Section 427.027 of the Florida Statutes.
REYIr6O FOR FOUNDATION : Z2 WR.20C4
Rcvlscn rn¢ f'ffJal 9000. 22 JUNE 2004 vY urn ^i nt r tur -r r
CERTIFIED CORRECT M-
rn%n.i OnnDlct icv
L
CITY OF SANFORD PERMIT APPLICATION
Application # : /
Y1
Submittal Date:
Job Address: , I' ` Value of Work:
Parcel ID' 31 J !q `3 G Zoning: Historic District:
i
Description of Work: Z Square Footage:.
0.
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 13Pool Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole'
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: • Flood Zone: (FEMA form required)
t ... ,
1.... ` ................................................. ............................
Property Owner: r 7 r) • f1(/t /Contractor: o' ietar -1 o '.t
Address: 9-1C 1 V Address: 0' b 4l
Phone: E-mail: Phone: State License Numb YG' C D SG19-11
Bonding Company:
Address:
Architect/Engineer: 1 1 vt
Address:
Plan Review Contact Person:
Mortgage Lender:
Address:
Phone\ ` ' -I- Fax:
Phone:
l
Fax:
E-mail:
Application is hereby made to obtain a permit to do the work and installations asiir dicated. 1 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: 1 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 of peerifr0P,
tf
e of Owner/Agent
er/ a s J ame
that I will notify the owner of the property
Yr- 2
r Pt, Notary Public State of Florida
Christopher M UAngelo
My Commission DD674759
oF fV ,Eoires 05/15/2011
Owner/Agent is Personally Known to Me or
Produced ID
APPROVALS: ZONING iU.AI` 5-*IbTIL
Special Conditions:
Rev 07.07
Law, FS 713.
l ((
Date
Print tr , or/ a
c' -
1
Sign _ ate
00 Notary Public State Florida
44 Christopher M UAngelo
q My commission OD674759
OF f Ex i 05115/2011
Contractor/Agent is _ Personally Known to Me or
Produced ID
FD: ENG: BLDG:
2X2X0.045
GIRT CABLE
o o
SUPPORT
TYP.
X N V) N
HOST STRUCTURE
N
so X" X x 2X2X0.045 x X
N+ N
o
5" SUPER GUTTER
CHAIR RAIL N N
I
11• 11•
MIN 0.096" THK
11•
1X2 0.8.
TYP)
1x2 0.8.
2X4 SMB
KNEE BRACE
2X2XO.045
24' R
in
VE24' VERT..
TYP. 8 PLC'S) i
U.N.O.)
2X4 SMB LO m M 2X2XO.045 m m o m
o o M N PURLIN E N o 0
X NX
n --
t
X N
d-
N q. X
X N
lO
NN +
N N XN•.
2X4 SMB
0R 2X2XO.045LO
1X2 O.B. 1X2 O.B.
2X2X0.045
1X2 O.B.
BRACE
qo
2X2X0.045
GIRT CABLE
o o TYP.
X N V) N N N
s o X" X x 2X2X0.045 x X
N+ N
o
N CHAIR RAIL N N
11• 11• 11• 11• 11•
1X2 0.8.
N X_
N +
1X2 0.8.
2X4 SMB
2X4 SMB
2X4 SMB
1X2 O.B.
SCREEN AREA 638 SQ.FT.
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 —n
Job Number: 11208M
Project Information:
Ervin Rodriguez
289 McKay Blvd.
Sanford, FL 32771
Parcel ID:
Scale: Not to Scale
Date: 5/10/11
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
ai
17
1x2 O.B.
144.044 OPEN BACK)
AL 6005-T5
SELF -MATING BEAM
HALF -SHELL (AL 6005-T5)
L
2x2 ANGLE
24 0.125 ANGLE)
AL 6005-T5
1x3 O.B. 2x2 H. 20 H.
00W.044 OPEN BACK) (2x2x0.044 HOLLOW) (204.044 HOLLOW)
AL 6005-T5 AL 6005-T5 AL 6005 -TS
SELF -MATING BEAM (SMB) NAMING CONVENTION
MARK PROPER NAME
2x4 SMB 2x4xO.046xO.100 Self -Mating Beam
2x5 SMB 2;<40.0504.116 Self -Mating Beam
2x6 SMB 2x4x0.050x0.120 Self -Mating Beam
2x7 SMB 2x4x0.055x0.120 Self -Mating Beam
2x8 SMB 2x4x0.072x0.224 Self -Mating Beam
2x9 SMB 2x4x0.072x0.224 Self -Mating Beam
2x10 SMB 2x4x0.092x0.389 Self -Mating Beam
2x4 H.
204.044 HOLLOW)
AL 6005-T5
FASTENER STITCHING ALONG TOP & BOTTOM
SI E OF SMS DETERMINED BYAT24O.C. Z
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"
SCALE: 3' - 1'-T
SELF -MATING BEAM
TRIBUTARY WIDTH
PH/EXPOSURE B)
ATTACHMENT (AL 6005-T5)
TRIBUTARYWIDTH 4.0 1 4.5 1 5.0 1 5.5 1 6.0 6.5 1 7.0 7.5 1
u_HL
w
2x5 SMB17.4
EFFECTIVE HEIGHT (FT.)
U-CHANNEVRECEIVER CHANNEL
044.055 U -CHANNEL)
AL 6005-T5
H -CHANNEL 1x2 ANGLE
204.0621 -1 -CHANNEL) (140.062 ANGLE)
AL 6005-T5 AL 6005-T5
DOORJAMB
244.046 DOORJAMB)
AL 6005-T5
SELF -MATING BEAM (SMB) NAMING CONVERTION
SCALE: 3' - 1'-T
THIS TABLE APPLIES TU BtAKINU a NUN-IStAKINU WALLO
FOR HORIZONTAL WIND LOADS IN DESIGN. HEIGHTS
MAY BE INTERPOLATED BUT NOT EXTRAPOLATED.
PURUN SCHEDULE (U
COLUMN SCHEDULE
TRIBUTARY WIDTH
PH/EXPOSURE B)
B. TRIBUTARYWIDTH 4.0 1 4.5 1 5.0 1 5.5 1 6.0 6.5 1 7.0 7.5 1 8.0
w
2x5 SMB17.4
EFFECTIVE HEIGHT (FT.)
7.5
2x2 H 6.2 1 5.8 5.5 5.1 4.8 4.6 1 4.2 3.9 1 3.3
20 H 8.1 1 7.8 7.3 6.9 6.7 6.4 1 6.1 5.9 1 5.5
a 9.0 1 8.7 8.2 7.8 7.4 7.0 1 6.8
12.0 11.7 11.4
t= 2x4 SMB 13.91 13.1 12.4 11.8 11.3 10.9 110.51'10.1 1 9.8
Q! 17.2 116.2 15.3 114.6 14.0 13.5 113.0
11.4
2x6 SMB 19.6 18.5 17.6 16.7 16.0 15.4 14.8 14.3 13.9
2x7 SMB 22.0 20.7 19.7 18.8 18.0 17.3 116.6 16.1 15.5
2x8 SMB 30.3 28.9 27.4 26.1 25.0 24.0 23.2 22.4 21.7
z
2x9 SMB 36.0 34.6 33.2 31.6 30.3 29.1 128.0 27.1 26.2j2x10SMB30.741.5 39.9 38.5 37.0 35.4 34.0 32.
6M23.9
2x5 TFB 18.2 17.1 16.3 15.5 14.8 12.82x7TFB24.2 228 21.6 20.6 19.7 29 N1128.2 17.1
2x9 TFB 32.8 30.9 29.3 27.9 26.7 23.2
THIS TABLE APPLIES TU BtAKINU a NUN-IStAKINU WALLO
FOR HORIZONTAL WIND LOADS IN DESIGN. HEIGHTS
MAY BE INTERPOLATED BUT NOT EXTRAPOLATED.
PURUN SCHEDULE (U
TRIBUTARY WIDTk4
TRIBUTARY WIDTH
PH/EXPOSURE B)
B.
EFFECTIVE SPAN (FT.)
TRIBUTARY WIDTH
2x4
SMBIM24.3
14.1 11.7 10.9 9.6 9.1 8.4 8.0 7.7 7.3
w
2x5 SMB17.4
6.0 6.5 7.0 7.5 8.0
17.2 15.8 14.1 13.2 12.2 11.7 11.2 10.7
2x7 SMB3.4 19.5 18.3 16.4 15.3 14.2 13.5 12.9
8.0
IVE SPAN (FT.)
8.0 8.0 7.9 7.7 7.5
i 2x9 SMB31.6 26.6 25.0 22.7 21.3 19.7 18.8 18.1
M4.55.05.5
z 2x10 SMB9.3 33.0 3UD 28.6 27.5 25.9 24.7 23.6 22.7
12.0 11.7 11.4 11.1 10.8
2%3x0.060
22.9 21.6 19.9 18.6 17.3 16.4 15.7 15.1U2x9TFB33.4
13.8 13.4 12.9 12.4 11.9 11.4
2x4x0.050 16.1 15.8 1 15.1 1 IA 13.7 13.0
CARRY BEAM SCHEDULE FOR SCREEN ENCLOSURE ROOFS
TRIBUTARY WIDTk4
TRIBUTARY WIDTH 8.0 112.0120.0124.030.0134.0140.0144.0148.0 52.0
B.
EFFECTIVE SPAN (FT.)
FECTIVE SPAN (FT.)
2x4
SMBIM24.3
14.1 11.7 10.9 9.6 9.1 8.4 8.0 7.7 7.3
w
2x5 SMB17.4 14.7 13.7 12.3 11.5 10.7 10.2 9.8 9.3
2x6 SMB0.4 17.2 15.8 14.1 13.2 12.2 11.7 11.2 10.7
2x7 SMB3.4 19.5 18.3 16.4 15.3 14.2 13.5 12.9 12.4
w 2x8 SMB8.7 24.1 22.7 20.9 19.6 18.2 17.3 16.5 15.9
i 2x9 SMB31.6 26.6 25.0 22.7 21.3 19.7 18.8 18.1 17.3
z 2x10 SMB9.3 33.0 3UD 28.6 27.5 25.9 24.7 23.6 22.7
2x5 TFB22.2 18.5 17.4 15.6 14.5 13.5 12.8 12.3 11.8
p 2x7 TFB27.3 22.9 21.6 19.9 18.6 17.3 16.4 15.7 15.1U2x9TFB33.4 28.1 26.4 24.3 23.4 22.0 21.0 20.1 19.3
SPANS MAYBE INTEKPUL/U tU 1:51.01 NUI tAi KArU AI CU.
CHAIR SCHEDULE
TRIBUTARY WIDTk4 4.0 5.0 6.0 7.0 B.
UP TO 2'
FECTIVE SPAN (FT.)
2x2x0.045 8.5 7.6
C[ 2x7 SMB33.3 30.4 28.1 26.3
2xB SMB43.7
10.4
w 2x9 SMB51.9 48.8 46.4 44.4151.1
2x3xO.06012.7 11.6
M7.1w
23.7 22.0 20.5
2%4x0.050 13.6 12.7
2x9 TFB47.5 44.7 42.4 40.6
2x5x0.05O 15.0 13.4
BEAM SCHEDULE
TRIBUTARY WIDTH 4.0 5.0 1 6.0 0 7.0 1 8.0
2x4 SMB
EFFECTIVE SPA
20.4 18.9 17.3 16.0 14.9
UP TO 2'
24.4 22.3 .
oW
2x6 SMB28.9 26.4 24.4 22.8
C[ 2x7 SMB33.3 30.4 28.1 26.3
2xB SMB43.7 41.2 39.1 37.3
w 2x9 SMB51.9 48.8 46.4 44.4151.1
2x10 SMB59.9 56.4 53.5 51.2
2x5 TFB26.0 23.7 22.0 20.5
m 2x7 TFB35.7 33.4 30.9 28.9
2x9 TFB47.5 44.7 42.4 40.6
NOTES:
1. SPANS MAYBE INTERPOLATED BUT NOT EXTRAPOLATED.
2. EVIL ANTI PIINV)1Y1I1LL RI'WY n<nY l:•c.ns.vr aGVJ
USE THE PURUN TABLE TO DETERMINE SPANS.
KNEE BRACE SCHEDULE
LENGTH QTY. PER FLANGE
2x2xO.044 UP TO 2' 2
0 2' TO 4' 3
2x4x0.O50 V TO 6' 4
2x4xO.048 x 0.100 SMB V TO T 4
2x6x0.O5O x 0.120 SMB 7' TO 8' 6
NOTES:
1. BEAM MEMBER SIZE IS CHOSEN BY THE SPAN BETWEEN THE KNEE
BRACES. TYPICALLY (U.N.OJ
2. IF THERE ARE NO KNEE BRACES THEN THE SPAN IS CHOSEN BY
THE DISTANCE OF THE BEAM LENGTH MINUS HALF THE DEPTH
OF EACH UPRIGHT. 0•e. - BEAM LENGTH - (HALF DEPTH OF
UPRIGHT 1 + HALF DEPTH OF UPRIGHT 2).
3. KNEE BRACE LENGTH SHALL NOT EXCEED WHAT IS GIVEN IN THE
KNEE BRACE SCHEDULE (Le. VIN HORIZONTAL OR VERTICAL.
DISTANCE) UNLESS THE STTE-SPECIFIC LAYOUT HAS BEEN
APPROVED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER
4. UPRIGHT MEMBER SIZE IS CHOSEN BY THE SPAN FROM THE
GROUND TO THE BOTTOM OF THE KNEE BRACE
5. CHAIR RAILS THAT ARE ATTACHED TO UPRIGHTS THROUGH THE
WEB OF THE UPRIGHT INTO EVERY AVAILABLE SCREW BOSS OF
THE CHAIR RAIL MAY BE USED AS GUARD RAILS IN SCREEN
ENCLOSURES PROVIDED THAT THEY ARE SET AT A HEIGHT OF
BETWEEN IB' & 48' AND THAT THEY SPAN NO GREATER THAN
WHAT THE CHAIR RAIL SCHEDULE' IDENTIFIES FOR EACH
RESPECTIVE MEMBER
6. THE SPAN TABLES SHOWN ARE CALCULATED FOR WIND
EXPOSURE B TYPE TERRAIN. IF EXPOSURE C IS NEEDED. THEN USE
THE MULTIPLIERS AS FOLLOWS: WITH A HEIGHT RANGE OF:
0'-15': MULTIPLY SPAN BY 0.83 OR FASTEN SELF -MUTING
BEAMS TOGETHER 0 12' O.0
15'•20: MULTIPLY SPAN BY 0.78 OR FASTEN SELF -MATING
BEAMS TOGETHER ® 12' O.C.
20.25': MULTIPLY SPAN BY 0.74 OA FASTEN SELF -MATING
BEAMS TOGETHER 0 8' O.C.
25'-30: MULTIPLY SPAN BY 0.71 OR FASTEN SELF -MATING
BEAMS TOGETHER 0 6' O.C.
I General Structural Notes I
6FNERAL DRAWN' NOTES: 32
DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. TYPICALLY. IN THE CASE OF DIMENSIONAL CONFLICT. ARCHITECTURAL DIMENSIONS GOVERN OVER STRUCTURAL O
DIMENSIONS. TYPICALLY.
CONTIUCTOA SHALL COORDINATE THE STRUCTURAL DOCUMENTS w/ THE ARCHITECTURAL MECHANICAL ELECTRICAL PLUMBING TS, &CIVR DOCUMENVADSHALLSE IL
NOTIFIED IN =NG Of ANY DISCREPANCY OR OMISSION- OJ
STAGES CONSTRUCTION SHALL BETHESTRUCTUREISSTABLEONLYINTSSCOMPLETEDPORTEMPORARYSUPPORTSREQUIREDFORSTABILITYALLINTERMEDWTEM. r
DESIGNED. FURNISHED. &INSTALLED BY THE CONTRACTOR TYPICALLY. L
00200 BUILDING CODES:
FLORIDA BUILDING CODE -2007 EDITION w/2D09 SUPPLEMENTS dV
00500 STRUCTURAL DESIGN CRITERIA: [ A
THESTRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW UNLESS SPECIFICAREAS OF
THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRTTEIA 0v
GRAV
V
ROOFS -SLOPE ISTD BE UNIFORM NH J N
ROOOFS-HOPE 4'.125 MPSF (REDUCIBLE) [
WAND LOADING PER FLORIDA BUILDING CODE .
BASIC WIND SPEEDM 130 MPH O SECOND GUST)
EXPOSURE CATEGORY.' e' U
WIND LOAD IMPORTANCE FACTOR (B - 0.77 t
INTERNAL PRESSURE COEFHCIENS - WA (OPEN STRUCTURE)
COMPONENT& CLADDING PRFSSUAEf .x14 PSF (MAX) raI
SCREEN FRAME WALLw/GUARDRAIL-
GUARDRAIL• 20 UVFT IN ANY DIRECTION a 200 LB. CONCENTRATED LOAD (WHICHEVER 5 GREATER) O
01051 DRAWING DIMENSIONS AND COORDINATION: w
DIMENSIONAL INFORMATION. PRICING ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDWATETHE REQUIREMENTS
OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DOCREPANOSTO T
THE ARCHITECT PRIORTO PROCEEDING d
01100 SCOPEOF SERVICE lu
STRUCTURAL CONCEPTS & DESIGN. LLC AS THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLYTHE SPECIFIC STRUCTURALCOMPONENTS [
SHOWNIN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER ENASDEFINEDBYTHEDEPARTMTOF PROfESQNALREGLnAnON. IS REQUIRM.H6 E
SE0.VKEi MUTT COMPLY WITH THE SCOPE Of SERVICES AS OUTLINED IN THE PROJECTCONSTRUJCTION DOCUMENTS.
02000 FOUNDATIONS,
N
GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN NOT BEEN PROVIDED AT THE TIME THESE DRAWINGSWERE ISSUED. BASMONSIMMAPROIECTSINTHEARFATHE
FOLLOWING FOUNDATION SYSTEM WILL BE USED:
SHALLOW STRIP AND SPREAD FOOTINGS W ALLOWABLE BEARING. 2.000 AF•
M.
TO BE VERIFIED BY GEOTECHNICAL ENGINEER PRIOR To CONSTMJC7IIJ QV
02200 EARTHWORK: C
CONTRACTOR SHALL DEWATER SITE AS NECESSARY. SOTHAT ALL CONCRETE CAN BE PLACED IN THE DAY. ALL BACKFILL WALL BE ACCOMPLISHED USING TMTERULCONSISTWG OF 'O
CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BECOMPACTEDTO 95%OF MAXIMUM DENSI YAS DETERMINED BY ASTM
D-1557. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS ATTHETOP AND BQfTOM Wf(HOUT PROVIIONS FOR ADEQUATE
TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO AUWTAN COSTING .0
FOOTINGS. UTILITIES. AND OTHER IMPROVEMENTS IN A SAFE CONDITION. E
03100 FORMWORK: 3E
CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIMEAENS. CONTRACTOR STALL C
COORDINATE ALL OPENINGS AS GSREQUIREDFOROTHERTRADES. OPENINWHERE SHOWN ON THE STRUCTURAL D AWING ARETO IDENTIFY DESIGN INTENT EDIMENSIONSANDLOCATIONSSILLBEFURNISHEDORCONFIRMEDBYTHETRADEREQUIRINGTHEOPENINGPROVIDECHAMFERSATALLCORNERSINCONCRETEMEMBERS
EXPOSED TO VIEW. FORMWORK TO REMAIN IN PUCE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS AMINN"OF 50 PSFOF 0)
ADDITIONAL CONSTRUCTION LOAD, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS'
RDpp
032W CONCRETE REINFORCEMENT: V
WORK SHALL BE IN ACCORD WITH ACI 3184)Z ACI 3180.-02. AC 315.99. ACI 31M2.CRS'MANUAL OF STANDARD PRACTICIF 2001. CRS TLACWGG REINFORCING BARD 1997.WIRE CL
REINFORCEMENT INSTITUTE 'MANUAL Of STANDAILD PRACTICE-STRUCfURAL WEEDED WIRE REINFORCEMENT'. 2001. BARS SHNLCONFORMTO ASTM SPECIFICATION A615(S11.
GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AIBS. CONCRETE COVER REQUIRED M FOLLOWS: Cu
A CAST AGAINST AND EXPOSED TO EARTH: 3' r
B. FORMED. EXPOSED To EARTH OR WEATHER: 2' (16 & LARGER) r
ISS' (IS & SMALLER)
C SLAM AND WALLS. 3
NO EARTH OR WEATHMOTOSURE Y•(All &SMALLER)
3 HOUR FIRFRATING AND IES Y• T
LAR SPLICE LENGTHS SHALL BE AS FOLLOWS: E
L ALL LAP SPLICES SHALL BE TENSION CLASS 'r UNLESS OTHER LAP CONDITIONS ARE SPECIFICALLY SHOWN ON THE DRAWINGS.
2. SPLICE LENGTHS SOIL BE SHOWN ON SHOP DRAWINGS. V
3. USE GENERAL HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMENTCONDITIONS ARE SATISFIED M ACCORD WITH AC 311L
03300 CAST -IN-PLACE CONCRETE
d
TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 3DI-99. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOW.(ALL STRUCTURAL EDMQNft
SHALL BE rC - 4.000 PSI UNLESS NOTED OTRERWM-
C
FOUNDATIONS: Fc-3.000PSI
03600 GROUT: L
GROUTING IS CLASSIFIED AS 'PRECISION GROUTING FORSUPPORTOF OPERATING MACHINE BASS. EQUIPMENT SUBJECTTOTHERMAL MOVEAENRAND BASE PLATES. BEARING 0
PUTS. AND EXPANSION BEANNGS EXCEEDMG (' IN LEAST DIMENSION. ALL OTHER GROUTING MAY BE ORDINAAYGROVTING'. METALLIC AGGREGATEGROUf MAY BEUSED
ONLYIN INTERIORAPPUCATIONf NOTEXPOSEDTO VIEW IN FINISHED BU1LDINGARFAS. USE ORDINARY CEMENT GROUT ONLYWHERE SPECIFICALLY NOTED AS SCIMENTGROUT' [
ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL CONFORM TO CRDC62I.60WHEN MORED TO FIND CONSUTBNCYOF 22 TO 25 O
SECONDS (FLOW CONE METHOD, CRD{611.80)• REQUIRED 28 DAYSRENGTHS SHALL BE AS FOLLOWS:
CEMENT GROUT: I.B00 PSI
NON-SHRMKGROUT: SAWPSI
PREGLRON GROUT: 6500 Pn
w
04220 CONCRETE UNTr MASONRY- .0
ALL MASONRY CONSITll1CT10N TO BE IN ACCORDANCE WITH 'SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTIOW- AC MI 02 AND ALLAPMKAME LOCAL BUILDINGCODEPROVISIONS. ALL MASONRY WADS To BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90. AND REINFORCED WITH N GAUGE UDDER TYPE HORQONTM
MASONRY REINFORCING LOCATED AT IV O.0 ALL MASONRY TO BE WD IN TYPE 'r MORTAR 0.= PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY C
CONSTRUCTION To BE EITHER BOUND BY TIE BEAM. TIE COLUMN MEMBERS OR TIED TO FRAME WITH I6 GAUGECOMMUOUS DOVETAIL SLOT AND I2 GAUGE DOVETAIL 10
ANCHOR SPACED 816' O.C. STOP AND TAO VERTICAL SW6J. \`1 I I I III/ Q.
U230 REINFORCED UNITMASONRY: `\ /
11 )
ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REMFORQNNT. C (N_ry'CONOES'
MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CIMS'B'LAP LENGTH XOR RLJSASTANQAARR`
yDF,',
H O,•,0)CIAPS(
L//
WITHIN REINFORCED MASONRY SHALL BE48BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF
OWRfEF
RFQUIRB CIFA6I-0UT- / '
O
VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CON55KTMG OF 3.000 PSI jONIQUE
HK.}ifLUAP O
SUPERPUSTICRED) WHERE HEIGHT OF LIFT EXCEEDS V.W. WHERE HEIGHT OF OPEN CELL EXCEEDS SNr. USE H A
OPENING AT THE BOTTOM OF ALL CELLS. ALL WALLS TO BE REINFORCED WITH 15 BARS SPACED AT 4B'O.0 MAX \ (UN.O.)
O
7 11U.
RAi.N OEPT
i
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Y' J I • &,TGE <' ` 00
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A_ SP•gINGf: 4, dI05DO/ UL • . , 4 . FAk 407 0
N. / Loulw\c o tNo m
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J3
05 10 11
Robert C. Scroggins, P.E. O
L Registration No. 56158 F
T)
H
JOB NO.: #11-034
DRAWN BY: TLW
CHECKED BY: RCS
APPROVED BY: RCS
DATE: 04/14/11
SHEET
S-1.0
KNEE BRACE LENGTH VARIES (SEE SECTION VIEW)
0 7
BEAM N
10x15' S.M.S. EACH SIDE
KNEE BRACE ATTACHED
USING STANDARD 0.050'
QUANTITY FROM TABLE) H{HANNEL. TTP.
UPRIGHT
4T=
KNEE BRACE
Ix
si
IOxY,' S.M.S. EACH SIDE
QUANTITY FROM TABLE)
J
HOUSE FASCIA
YIOx)5• S.M.S. FASTENED
THROUGH 2' "xV ANGLE
EACH SIDE (QUANTITY AS
SHOWN)
BEAM TO COLUMN
tn
O S- SCALE:1 Y = 1' 0
6'-0' MAX. SPAN
S.M.B. BEAM (SEE
SCHED. FOR SIZE). TYP.
H.CHANNEL (MIN.0.044 T}K) -
w/ p) /14x%' S.MS. 04) TpI TAL - BEAM TO BRACE. TYP.
2.4 S.M.BI BRACE -MIN.
UPRIGHT & DIAGONAL
SAME SIZEiiii}. HHANNEL (MIN. 0.044 THK)
w (/)n4xY'SM.S. (4) TOTAL-
B TO BRACE. TYP.
4) /12x2• T.M.S. -1x2 O.B.
i TO SUPER GUTTER TYP.
51 4) fl2xY• S.MS., TYP.
2'x251%• ANGLE
EACH SIDE. TYP.
B) /14x%• S.MS., 4 SCREWS
EACH LEG. TYP.
SUPER GUTTER
M.S. (FOR UP TO 2x7) OR
M.S. (FOR 2x8 OR
FASTENED THROUGH
ANGLE & INTO UPRIGHT
TY FROM TABLE)
1'xS"xV ANGLE x 4' LONG —
EACH BEAM, TYP.
2'0 DOLLOP OF CONSTRUCTION
ADHESIVE ® 5.O.C.
NUMBER OF FASTENERS TO
ANGLE CUP
UPRIGHT SIZE 2x4 2x5 2x6 2x7 2x8 2x9 2x10
QTY. OF SCREWS 3 4 5 6 7 8 9
LOOKOUT ARM
2 CONNECTION DETAIL
5-2.1 SCALE: lY' • 1'40°
SEE BEAM/COLUMN
FOR DETAILS
S.M.B. BEAM (SEE SCHED.
FOR SIZE). TYP.
1x2 O.B. (OPTIONAL)
3)1'14xY1 SMS. (TYP.
EACH STRAP & EACH ADE)
1) Y41"'LONG LAG SCREW ® 24•
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER
TAIL w/ 0) Y4.0x4' LONG PAN HEAD
LAG SCREW BEFORE ATTACHING
SUPER GUTTER
FASCIA TO BE 2x6 (MW.) S.P.F.
CEDAR IS NOT ACCEPTABLE)
STRUCT. GRADE 2• (MIN.)
TRANSOM UPRIGHT TO SUPER GUTTER CONNECTION
SCALE: IV -1'-0•
C
E
HOUSE WALL
YIQdS- S.M.S. (FOR UP TO 2x7)
OR 0100 S.M.S. (FORM OR
12- O.C. (MAX.) BETWEEN BEAMS
36'0x2%' CONCRETE ANCHOR
HIGHER) FASTENED THROUGH Y.
QUANTITY FROM TABLE)
SPLICE PLATE & INTO UPRIGHT
QUANTITY FROM TABLE) GUTTER REINFORCEMENT BRACKET TO BE PLACED
p
EACH BEAM LOCATION & CUT a 6• IN LENGTH. ALSO
LOOKOUT ARM TO BE PLACED IN BETWEEN EACH BEAM LOCATION &
0
CUT ® 3' IN LENGTH
1)%'0x4' LONG PAN HEAD LAG SCREW
NOTE:
C •
SUPER GUTTER SIZE MAY BE 5' OF 7-
loxY'S.M.S.® BEFORE ATTACHING SUPER GUTTER
NUMBER OF GUSSET PLATE
V E v
24" O.C.. TYP.
Y CONT. BEAD OF CONSTRUCTION
SCREWS
Q
UPRIGHT SIZE I 2x4 I 2x5 2x61 2x7 2x8 2x9 I 2x10
u L6
F•+
QTY. OF SCREWS1 16 1 18 20 F 24 26 30 30
ROOF BEAM TO SUPER
1'xS"xV ANGLE x 4' LONG —
EACH BEAM, TYP.
2'0 DOLLOP OF CONSTRUCTION
ADHESIVE ® 5.O.C.
NUMBER OF FASTENERS TO
ANGLE CUP
UPRIGHT SIZE 2x4 2x5 2x6 2x7 2x8 2x9 2x10
QTY. OF SCREWS 3 4 5 6 7 8 9
LOOKOUT ARM
2 CONNECTION DETAIL
5-2.1 SCALE: lY' • 1'40°
SEE BEAM/COLUMN
FOR DETAILS
S.M.B. BEAM (SEE SCHED.
FOR SIZE). TYP.
1x2 O.B. (OPTIONAL)
3)1'14xY1 SMS. (TYP.
EACH STRAP & EACH ADE)
1) Y41"'LONG LAG SCREW ® 24•
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER
TAIL w/ 0) Y4.0x4' LONG PAN HEAD
LAG SCREW BEFORE ATTACHING
SUPER GUTTER
FASCIA TO BE 2x6 (MW.) S.P.F.
CEDAR IS NOT ACCEPTABLE)
STRUCT. GRADE 2• (MIN.)
TRANSOM UPRIGHT TO SUPER GUTTER CONNECTION
SCALE: IV -1'-0•
ADHESIVE ® 5- O.C. 0) Y'"' LONG LAG SCREW
EACH END. TYP. 0) /14x2• SMS. C
E
V
12- O.C. (MAX.) BETWEEN BEAMS
0
t^
v p
SECURE FASCIATO EACH RAFTERTAILw/
DD =
01)%'0x4' LONG PAN HEAD LAG SCREW
n C •
loxY'S.M.S.® BEFORE ATTACHING SUPER GUTTER
V E v
24" O.C.. TYP.
Y CONT. BEAD OF CONSTRUCTION 00
Q
C
O
U. u L6
F•+
s Z
wL N
ROOF BEAM TO SUPER
1x2 O.B. (OPTIONAL) O
a
U
lJ ++
E
Cm
3) 4T4xY• S.M.S. (TTP. 3 Q)
5-2.1
4) /12x2' S.M.S. • 1x2 O.B.
EACH STRAP & EACH ADE)
TO SUPER GUTTER TYP. C
4) #12x%"S.M.S.. TYP. NT
130
2SC2W ANGLE
EACH SIDE, TYP. 14
G
S.M.B. BEAM (SEE
JOB NO.: H11-034
L
STATE hF 54 N' I / O .' , •'
A , L 6M \714 Q) TF, , wEy , O
SCHED. FOR SIZE), 1) %•0x2' LONG LAG SCREW ® 24'
FAxi73R 44
O.C. ENTIRE LENGTH OF GUTTER r V1
SECURE FASCIA TO EACH RAFTER O O •O
8) /14x%• S.M.S.. 4 SCREWS TML w/ 0) %10x4' LONG PAN HEADEACHLLT''' LAG SCREW BEFORE ATTACHING r O
SUPER GUTTER SUPER GUTTER 0 W (y
15f5W ANGLE x 4' LONG FASCIA TO BE 2x6 (MIN.) S.P.F.
ACCEPTABLE)
d
EACH BEAM. TYP. CEDAR IS NOT
STRUCT. GRADE 2' (MIN.) 2
2'0 DOLLOP OF CONSTRUCTION O QJ
ADHESIVE ® 5- O.C. 0) Y'"' LONG LAG SCREW
EACH END. TYP. 0) /14x2• SMS. C
E
V
12- O.C. (MAX.) BETWEEN BEAMS
0
t^
v p
SECURE FASCIATO EACH RAFTERTAILw/
N 01)%'0x4' LONG PAN HEAD LAG SCREW
loxY'S.M.S.® BEFORE ATTACHING SUPER GUTTER
24" O.C.. TYP.
Y CONT. BEAD OF CONSTRUCTION 00
Y,• THK. CONT. ADHESIVE. TYP.
C
O
ANGLE
ALTERNATE OPTION
bO F•+
s Z
v
ROOF BEAM TO SUPER v
a
U
3 GUTTER CONNECTION E
Cm
SCALE: IV a 1'-0' Q5-2.1 E
v
n
am
C
4n
a
v
0
C
O
s Z
w
a
U
Cm WO
c
0
130
No. 56158
I —I ••
S3# picjj RAL--C ONCEPtS -m
JOB NO.: H11-034
Lu DRAWN BY: TLW
STATE hF 54 N' I / O .' , •'
A , L 6M \714 Q) TF, , wEy , O
CHECKED BY: RCS
APPROVED BY: RCS
FAxi73R 44
1 4.. NO 7141 M DATE: 04A4n1
SHEET
w
05 10 11 a S-2.1bertC. Scroons, P.E. 0
FL eRistration No. 56158 F
F-•
C
6
G
Du KA ICAIr.rW
0 "
MANSARD BEAM SPAN DEFINITION
BEAM LENGTH
FLAT BEAM SPAN DEFINITION
I)
SPAN REFERENCED BY BEAM SCHEDULE
SLOPED BEAM SPAN DEFINITION
1 BEAM SPAN DEFINITIONS
5-2.2 SCALE: Y.'- 1'-0'
u
10x2' S.M.5' EACH SECONDARY
MEMBER. FASTENED INTO
SCREW BOSSES. TYP.
SECONDARY MEMBER
PRIMARY MEMBER
1lox)4,-5.MS. FASTENED
24' O.G. TYP.
ELEVATION
PRIMARY MEMBER TO
SECONDARY MEMBER
S..QLJ SCALE: 05' - 1'-0'
Ixlx)`• x 2' LONG ANGLE
EACH SIDE. TYP.
2) 110x4' S.M.S.. 2 SCREWS
EACH LEG, TYP.
USE #IoxlW S.M.S. ® 24
O.C. TO CONNECT TO
1x2 O.B. TO 20 OR 2x2
STANDARD PURUN
100x3' SMS SHOWN CONNECTING PURLIN
TO ROOF PERIMETER VIA INTERNAL SCREW
2x2x0.045 PURUN (MAY
BOSS. U -CHANNEL CUPS MAY ALSO BE USED
BE SLOPED OR FLAT)
ONTERNAL OR EXTERNAL) w/ (2) #100x0.5'
SMT FASTENED ON EACH SIDE OF PURUN.
UPRIGHT
2.2 H UPRIGHT SHOWN. BUT
UPRIGHT SHOULD BE SELECTED
BASED ON 'COLUMN SCHEDULE`
OR BY ENGINEER OF RECORD ON A
I SITE-SPECIFIC DESIGN.
PURUN FASTENED TO COLUMN/POST
w/ (4)114x' S.M.S. (EACH LEG) USING
S' THINK FLAT BAR BENT TO FIT
6053-T6 ALLOY)
COLUMN/POST
SIDEWALL POST/COLUMN TO
3 PURLIN CONNECTION DETAIL
O 7 SCALE: IW a 1'-0'
QUANTITY OF SCREWS REQUIRED
BEAM SIZE B SCREWS
MIN. AND
1IOx15' S.M.S. OF BEAM IS 2x4 -2x7) 2' MAX SPACING
OR 110040 S.M.S. (FOR 2x8 OR
URGER) FASTENED INTO Jb'
GUSSET PLATE ON INSIDE OF o e e e
BEAM EACH SIDE (QUANTITY
FROM TABLE)
e evARMFS
BEAM
3
2x4 -2x6 12
2x7 16
SPAN REFERENCED BY BEAM SCHEDULElo
t7
2X10 22
LENGTH OF SPLICE PLATE
BEAM SIZE LENGTH
2x4 81N.
2x5 10 IN.
2x6 12 IN.
F-
2x8 ' 16 IN.
45° KNEE BRACE LENGTH SEE 4J
5
SITE-SPECIFIC LAYOUT FOR SIZES
TO
E v
9 9
2x7
FLAT BEAM SPAN DEFINITION
I)
SPAN REFERENCED BY BEAM SCHEDULE
SLOPED BEAM SPAN DEFINITION
1 BEAM SPAN DEFINITIONS
5-2.2 SCALE: Y.'- 1'-0'
u
10x2' S.M.5' EACH SECONDARY
MEMBER. FASTENED INTO
SCREW BOSSES. TYP.
SECONDARY MEMBER
PRIMARY MEMBER
1lox)4,-5.MS. FASTENED
24' O.G. TYP.
ELEVATION
PRIMARY MEMBER TO
SECONDARY MEMBER
S..QLJ SCALE: 05' - 1'-0'
Ixlx)`• x 2' LONG ANGLE
EACH SIDE. TYP.
2) 110x4' S.M.S.. 2 SCREWS
EACH LEG, TYP.
USE #IoxlW S.M.S. ® 24
O.C. TO CONNECT TO
1x2 O.B. TO 20 OR 2x2
STANDARD PURUN
100x3' SMS SHOWN CONNECTING PURLIN
TO ROOF PERIMETER VIA INTERNAL SCREW
2x2x0.045 PURUN (MAY
BOSS. U -CHANNEL CUPS MAY ALSO BE USED
BE SLOPED OR FLAT)
ONTERNAL OR EXTERNAL) w/ (2) #100x0.5'
SMT FASTENED ON EACH SIDE OF PURUN.
UPRIGHT
2.2 H UPRIGHT SHOWN. BUT
UPRIGHT SHOULD BE SELECTED
BASED ON 'COLUMN SCHEDULE`
OR BY ENGINEER OF RECORD ON A
I SITE-SPECIFIC DESIGN.
PURUN FASTENED TO COLUMN/POST
w/ (4)114x' S.M.S. (EACH LEG) USING
S' THINK FLAT BAR BENT TO FIT
6053-T6 ALLOY)
COLUMN/POST
SIDEWALL POST/COLUMN TO
3 PURLIN CONNECTION DETAIL
O 7 SCALE: IW a 1'-0'
QUANTITY OF SCREWS REQUIRED
BEAM SIZE B SCREWS
MIN. AND
1IOx15' S.M.S. OF BEAM IS 2x4 -2x7) 2' MAX SPACING
OR 110040 S.M.S. (FOR 2x8 OR
URGER) FASTENED INTO Jb'
GUSSET PLATE ON INSIDE OF o e e e
BEAM EACH SIDE (QUANTITY
FROM TABLE)
e evARMFS
BEAM
3
2x4 -2x6 12
2x7 16
2xB 18
2x9 20
2X10 22
LENGTH OF SPLICE PLATE
BEAM SIZE LENGTH
2x4 81N.
2x5 10 IN.
2x6 12 IN.
2x7 14 IN.
2x8 ' 16 IN.
2x9 161N.
2x10 18 IN.
4 MANSARD SPLICE CONNECTION
5-2.2 SCALE: IV - 1'4'
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
MAXIMUMArSPACING OF 60'. IT is NOT REQUIRED
n oc °, en -- 1 -W..HTf
NOTES:
1. 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 ITS INSTALLED, BUT K 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 'BEAM
SCHEDULE' TABLF
3. THIS TYPE OF CONNECTION IS USED TO BREAK UP THE SPAN OF
THE ROOF PERIMETER MEMBER. IF THE ROOF PERIMETER
MEMBER K LARGE ENOUGH TO SUPPORT THE SPAN ON ITS OWN
D.E. A 2X4 SMB SPANNING A IT DISTANCE) THEN THE UPRIGHT
SUPPORTS ARE NOT NECESSARY AND THIS DETAIL IS NOT
REQUIRED.
2) /100X0.5' SMS FASTENED INTO
EACH SIDE OF THE UPRIGHT
1'X2'%0.046• U -CHANNEL CUP USED FOR
ATTACHING UPRIGHT TO THE ROOF
PERIMETER. EXTERNAL IS SHOWN, BUT
INTERNAL U -CUP 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)1100x0.5• 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.
SIDE VIEW FRONT VIEW v
FROM INSIDE CAGE - WITHOUT PURLIN SHOWN) C
NON -LOAD BEARING TRANSOM WALL CONNECTION W
SCALE: IV =1'-0•
11065' S.M.S. OF BEAM IS 2x4.20) OR
114x';' S.M.S. (FOR 2.8 OR LARGER)
EACH SIDE (QUANTITY FROM TABLE)
MANSARD BEAM TO
6 UPRIGHT CONNECTION
5-2.2 SCALE: IV a 1'-0'
v
v
4A i(
r
2x6 2x7 2x8
O
2x4 N/A N/A N/A N/A N/A N/A N/A
a
DO N
u#
a
QUANTITY OF Y10 FASTENERSREQUIRED
E
H C
N 2x6 5 7
TO
E v
9 9
2x7 7 ISO 14 14
o ti
0•
y
2x8 9 13
C
19 20
2x9
tO
16 20 22 22 25 27
2x10
qj
19 24 27 27
3
V a-. H
c
V
0O
L
t0.
V1
O`° o
T, V L_
2) /1004.5' SMS FASTENED INTO p
UNDERSIDE OF ROOF PERIMETER
v W
a
1•X2'%0.046' U -CHANNEL CUP USED FOR y
ATTACHING UPRIGHTTOTHE ROOF C
PERIMETER. EXTERNAL IS SHOWN. BUT E j
INTERNAL U.CUP MAY ALSO BE USED.
r
8 OO
O uPRIGHr m
SUPER GUTTER SIZE OF SUPER
d
GUTTER IS INCIDENTAL TO THIS U
CONNECTION DETAIL 13
el 0
E
RSMS FASTENED O
THROUGHOUGH BACKSIDE OFT E
UPRIGHT INTO SUPER GUTTER C
E
SIDE VIEW FRONT VIEW v
FROM INSIDE CAGE - WITHOUT PURLIN SHOWN) C
NON -LOAD BEARING TRANSOM WALL CONNECTION W
SCALE: IV =1'-0•
11065' S.M.S. OF BEAM IS 2x4.20) OR
114x';' S.M.S. (FOR 2.8 OR LARGER)
EACH SIDE (QUANTITY FROM TABLE)
MANSARD BEAM TO
6 UPRIGHT CONNECTION
5-2.2 SCALE: IV a 1'-0'
v 4A i(
r
2x6 2x7 2x8
O
2x4 N/A N/A N/A N/A N/A N/A N/A
a
3
u#
a
QUANTITY OF Y10 FASTENERSREQUIRED
E
4
QoO1
UPRIGHT SIZE
2x4 2x5 2x6 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
N 2x6 5 7 8 9 9 9 9
2x7 7 ISO 14 14 14 14
2x8 9 13 16 18 16 19 20
2x9 11 16 20 22 22 25 27
2x10 13 19 24 27 27 34
v c
0
c
O
QUANTITY OF #14 FASTENERS REQUIRED zO
UPRIGHT SIZE
2x4 I 2x5 I 2x6 I 2x7 2x8 2x9 2x10
2x4 N/A I N/A I N/A I N/A N/A N/A N/A
W 2x5 3 3 1 3 1 3 3 3 3
N 2x6 5 6 6 1 7 6 6 7
2x7 7 9 9 1 11 10 12 12
2x8
m 2x9
2x10
7
9
11
10
13
16
9 1 12 11.
12 15 V
16 1 41AI18
131
7
2
110,
19
d
a C,
r vw
c
a
v
N.O. 56158 •. —
e
ONCEPTS o oBNO.: pll-034sR1,iT1lRAL ,
DESIG3. DRAWN BY: TLW
CHECKED BY: RCSI ' Y i •^ - _ i \
jtAs•AOFNUF. 1 . JONGr.F 2714
Flmw
1 •
407/ z- O APPROVED BY: RCS
DATE: 04/14/11C1 ' • ..
P. . •
91 4)
SHEETo
05 10 11 r
Robert C. Scroggtrls. P.E. S" • p
L Registration No. 56158 1 -
1
O
O
SEE TABLE FOR QUANTITY AND
EMBEDMENT OF FASTENERS
lor
0
1,
SEE TABLE FOR QUANTITY AND
2.2.0.125`ANGLE
EMBEDMENT OF FASTENERS EACH ADE (TYP')
n PLAN I
r
Y4'0 CONCRETE ANCHOR w/ 1'
1x2 O.B. BASE PLATE EMBEDMENT INTO CONCRETE
FASTENED A MAXIMUM OF 48'
O.C.
EACH SIDE (TYP.)
1.2 O.B. BASE PLATE
d c
a c e
d
a
e 8
d
SEE TABLE FOR QUANTIFY AND
2.2W.125- ANGLE
w
EMBEDMENT OF FASTENERS
EACH ADE (TYP.)
PLAN
UPRIGHT
a
L=FA;STE.Nl
ONCRETE ANCHOR-/ V °
MENT INTO CONCRETE
ED A MAXIMUM Of 48'
IOxK' S.M.S. EACH SIDE (TYP.) —' \ _I / SCREEN ENCLOSURE MAY SIT ON TOP
SCREEN ENCLOSURE MAY SIT ON TOP (QUANTITY FROM TABLE) / OF PAVERS AS LONG AS THE MINIMUM ELEVATION
OF PAVERS AS LONG AS THE MINIMUM ELEVATION
ISOMETRIC
CONCRETE EMBEDMENT SPECIFIED IN
CONCRETE EMBEDMENT SPECIFIED IN THIS DETAIL IS ACHIEVED
THIS DETAIL IS ACHIEVED
MAIN COLUMN UNDER BEAM CONNECTION 1 COLUMN CONNECTION
S-2. SCALE: IK' =1'-0'
EAVE MIL
EAVE MIL
1x2 O.B.
YlOx1K' S.M.S. FASTENED
EVERY -O.C.(TYP.)
10x%' S.M.S. FASTENED
EVERY 16'0.C. (TYP.) 1x2 O.B.—
CHAIR RAIL
6C
K'0 CONCRETE ANCHOR
w/ IY.' EMBEDMENT INTO
CONCRETE (TYP.)
1x2 O.B. BASE PLATE
AS SH WN) (
QUANTITY
2'.2'KK' ANGLE
K'0 CONCRETE ANCHOR
w/ 1K' EMBEDMENT INTO
CONCRETE M.)
w/ 1' EMBEDMENT INTO
CONCRETE FASTENED
MAXIMUM OF 48'0.C.
ELEVATION
FRONT WALL TO SIDE WALL
S-2. N.T.S.
O.B. TOP PLATE
2.2.0.045 HOLLOW
Ilox1K' S.M.S. FASTENED
VERY 16' O.C. (TYP.)
loxK' S.M.T. (QUANTITY
AS SHOWN) UYPJ
IOxY2' S.M.S. EACH SIDE (TYP.) J
QUANTITY FROM TABLE)
ISOMETRIC
COLUMN Q SIDE WALL CONNECTION
TYPICAL ROOF SECTION
S.2.
DIAGONAL ROOF BRACING PLAN
N.T. S.
NOTES:
1. ROOF BRACING MAY BE PLACED IN EITHERTHE FIRST OR SECOND ROOF
SECTION ON EACH SIDE OF THE ENCLOSURE
2. THE ORIENTATION (Le. DIRECTION) OF THE ROOF BRACING IS INCIDENTAL
TO STRUCTURAL INTEGRITY
3. IF THERE ARE AN ODD NUMBER OF PANELS. A BRACE IN THE CENTER MAY
BE OMITTED
4. ANY ENCLOSURE THAT IS BRACED ON MORE THAN ONE SIDE BY THE HOST
STRUCTURE DOES NOT REQUIRE ROOF BRACING
THIS TYPE OF BRACKET 6 PLACED WHERE -
THERE IS NO PRIMARY UPRIGHT OP. BEAM
ATTACHING DIRECTLY TO THE SUPER
GUTTER, THIS K TYPICALLY IN BETWEEN
PRIMARY MEMBERS. FASTENER
CONFIGURATION SHOWN IS THE METHOD
REQUIRED FOR PROPER ATTACHMENT.
NGLEP )
BRICK PAVERS
1x2 O.B. BASE PLATE—
FRONT ELEVATION
COLUMN TO DECK FASTENERS REQUIRED
MIN. QUANTm OF SPECIFIED FASTENERS
FASTENERS TO UPRIGHT FASTENERS TO DECK
10 S.M.S. 14S.M.S. 1/4'OTAPSONS 3/8'OTAPCONS
2 2 1 1P2.4S.M.8.
3 2 1 1
t4421
48' O.C. (MUST PASS THROUGH PAVERS AND4421
tS/T Sn5421
6 4 3 2x... 7 6 3 2
2x8 S.M.B. I N/A 8 1 4 3
2x9 S.M.B. N/A 9 4 3
2x10 S.M.B. N/A 10 N/A 4
Z Z ry
MIN. EMBEDMENT DEPTH NCH
EACH SIDE (TYP.)
1.2 O.B. BASE PLATE
d c
a c e
d
a
e 8
d
SEE TABLE FOR QUANTIFY AND
2.2W.125- ANGLE
w
EMBEDMENT OF FASTENERS
EACH ADE (TYP.)
PLAN
UPRIGHT
a
L=FA;STE.Nl
ONCRETE ANCHOR-/ V °
MENT INTO CONCRETE
ED A MAXIMUM Of 48'
IOxK' S.M.S. EACH SIDE (TYP.) —' \ _I / SCREEN ENCLOSURE MAY SIT ON TOP
SCREEN ENCLOSURE MAY SIT ON TOP (QUANTITY FROM TABLE) / OF PAVERS AS LONG AS THE MINIMUM ELEVATION
OF PAVERS AS LONG AS THE MINIMUM ELEVATION
ISOMETRIC
CONCRETE EMBEDMENT SPECIFIED IN
CONCRETE EMBEDMENT SPECIFIED IN THIS DETAIL IS ACHIEVED
THIS DETAIL IS ACHIEVED
MAIN COLUMN UNDER BEAM CONNECTION 1 COLUMN CONNECTION
S-2. SCALE: IK' =1'-0'
EAVE MIL
EAVE MIL
1x2 O.B.
YlOx1K' S.M.S. FASTENED
EVERY -O.C.(TYP.)
10x%' S.M.S. FASTENED
EVERY 16'0.C. (TYP.) 1x2 O.B.—
CHAIR RAIL
6C
K'0 CONCRETE ANCHOR
w/ IY.' EMBEDMENT INTO
CONCRETE (TYP.)
1x2 O.B. BASE PLATE
AS SH WN) (
QUANTITY
2'.2'KK' ANGLE
K'0 CONCRETE ANCHOR
w/ 1K' EMBEDMENT INTO
CONCRETE M.)
w/ 1' EMBEDMENT INTO
CONCRETE FASTENED
MAXIMUM OF 48'0.C.
ELEVATION
FRONT WALL TO SIDE WALL
S-2. N.T.S.
O.B. TOP PLATE
2.2.0.045 HOLLOW
Ilox1K' S.M.S. FASTENED
VERY 16' O.C. (TYP.)
loxK' S.M.T. (QUANTITY
AS SHOWN) UYPJ
IOxY2' S.M.S. EACH SIDE (TYP.) J
QUANTITY FROM TABLE)
ISOMETRIC
COLUMN Q SIDE WALL CONNECTION
TYPICAL ROOF SECTION
S.2.
DIAGONAL ROOF BRACING PLAN
N.T. S.
NOTES:
1. ROOF BRACING MAY BE PLACED IN EITHERTHE FIRST OR SECOND ROOF
SECTION ON EACH SIDE OF THE ENCLOSURE
2. THE ORIENTATION (Le. DIRECTION) OF THE ROOF BRACING IS INCIDENTAL
TO STRUCTURAL INTEGRITY
3. IF THERE ARE AN ODD NUMBER OF PANELS. A BRACE IN THE CENTER MAY
BE OMITTED
4. ANY ENCLOSURE THAT IS BRACED ON MORE THAN ONE SIDE BY THE HOST
STRUCTURE DOES NOT REQUIRE ROOF BRACING
THIS TYPE OF BRACKET 6 PLACED WHERE -
THERE IS NO PRIMARY UPRIGHT OP. BEAM
ATTACHING DIRECTLY TO THE SUPER
GUTTER, THIS K TYPICALLY IN BETWEEN
PRIMARY MEMBERS. FASTENER
CONFIGURATION SHOWN IS THE METHOD
REQUIRED FOR PROPER ATTACHMENT.
NGLEP )
BRICK PAVERS
1x2 O.B. BASE PLATE—
FRONT ELEVATION
REFERENCE COLUMN TO DECK FASTENER
BRICK PAVERS
REQUIREMENTS TABLE FOR QUANTITY AND
EMBEDMENT OF FASTENERS (ALL FASTENERS
MUST PASSTHROUGH PAVERS AND EMBED
INTO CONCRETE)
SIDE ELEVATION
2 COLUMN TO DECK w/ BRICK PAVERS
5-2.3 SCALE: IK' s 1'-O' -
140X1.5' WOOD SCREW FASTENING
GUTTER REINFORCEMENT BRACKET
INTO SUB -FASCIA
SUPER GUTTER (TYPICAL) WIDTH OF --J RDNFURCEMEN 1 ux7u.Rc1 LTHIS TYPE OF BRACKET IS PLACED WHERE A PRIMARY
SUPER GLITTER K INCIDENTALTO UPRIGHT OR BEAM IS ATTACHING DIRECTLY TO SUPER
THE STRUCTURAL. INTEGRITY OF GUTTER. FASTENER CONFIGURATION SHOWN K THE
THIS ATTACHMENT DETAIL METHOD REQUIRED FOR PROPER ATTACHMENT. ANGLE
NPS FROM PRIMARY MEMBERS ARE ALLOWED TO BE
HELD BY SAME FASTENERS. \\
SUPPER GUTTER CONNECTION TO 1-140" ST-RoC/TSS
SCALE: IK'a l' -o' O .. •NSF .
NOTES:
1. FASCIA SHOWN IS A PLUMB CUT FASCIA. IF THE FASCIA IS SQUARE CUT (PERPENDICULARTO THE
ROOF PITCH) THEN THE SUPER GUTTER MAY HAVE SOMETHING BEHIND IT (I.E. T.ANGLE' OR
WOOD WEDGE) TO KEEP IT PLUMB. THIS COMPONENT K INCIDENTAL TO THE STRUCTURAL
INTENTION OF THIS DESIGN.
2. FORA RUN OF SUPER GUTTER THAT NON -LOAD BEARING. THE MAX SPACING OF THE 3'
REINFORCEMENT BRACKETS K 60'.
3. FOR A RUN OF SUPER GUTTER THAT HAS A STRUCTURAL OR LOAD BEARING COMPONENT
ATTACHING TO IT AND THERE IS A CONTINUOUS LOAD ACROSS THE SUPER GUTTER WITHOUT
PRIMARY LOAD POINTS (I.E. BEAM OR UPRIGHT) THEN THE MAXIMUM SPACING BETWEEN THE 3'
REINFORCEMENT BRACKETS IS 48'.
4. GUTTER MAY BE ATTACHED TO A CONVENTIONAL WOOD FRAMED WALL IN THE SAME MANNER
THAT IS SHOWN IN THIS DETAIL IF THE WALL IS A C.M.U. THEN REPLACE THE /140 WOOD
SCREWS WITH 035'0X1.25' TAPCONS (OR EQUIVALENT). THIS CONNECTION SHALL ALSO REMAIN
THE SAME FOR A SUPER GUTTER ATTACHING TO A CARRY BEAM WHERE THE WOOD LAG SCREWS
ARE X 0.75' S.M.S. REPLACED BY #100-
S. WHEN THE SUPER GUTTER IS BEING USED FOR STRUCTURAL PURPOSES (I.E. STRUCTURAL SUPPORT
MEMBERS ATTACH TO IT) THEN THE FASTENERS THAT ATTACH TO THE FASCIA MUST PENETRATE
INTO THE SUB -FASCIA AT A MINIMUM OF 1 IN. EMBEDMENT-
z No. 56158
sS'T$ti `VFtAL- NCEPTS
1 A S ESIG,NJ° I i r `•_ i STATE
A
4/1
O coo
V :9
r O
W -
N
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Vf
S
m
Q)
N
Q)
0
m . F 7/663
S r,v va11'Wpp
IIII I1' 0
s.
d
0510 11 r
obert C. Scroggim P.E. p
L Registration No. 56158 F-
JOB NO.: #11-034
DRAWN BY: TLW
CHECKED BY: RCS
APPROVED BY: RCS
DATE: 04/14111
SHEET
S-2.3
v
1O
N L_
LL
Q
Z (
w c N
K'0 CONCRETE ANCHOR w/ I- EMBEDMENT t
rte.
INTO CONCRETE FASTENED A MAXIMUM OF V a" 48' O.C. (MUST PASS THROUGH PAVERS AND 3 NEMBEDINTOCONCRETEBELOW
u tS/T Sn
REFERENCE COLUMN TO DECK FASTENER
BRICK PAVERS
REQUIREMENTS TABLE FOR QUANTITY AND
EMBEDMENT OF FASTENERS (ALL FASTENERS
MUST PASSTHROUGH PAVERS AND EMBED
INTO CONCRETE)
SIDE ELEVATION
2 COLUMN TO DECK w/ BRICK PAVERS
5-2.3 SCALE: IK' s 1'-O' -
140X1.5' WOOD SCREW FASTENING
GUTTER REINFORCEMENT BRACKET
INTO SUB -FASCIA
SUPER GUTTER (TYPICAL) WIDTH OF --J RDNFURCEMEN 1 ux7u.Rc1 LTHIS TYPE OF BRACKET IS PLACED WHERE A PRIMARY
SUPER GLITTER K INCIDENTALTO UPRIGHT OR BEAM IS ATTACHING DIRECTLY TO SUPER
THE STRUCTURAL. INTEGRITY OF GUTTER. FASTENER CONFIGURATION SHOWN K THE
THIS ATTACHMENT DETAIL METHOD REQUIRED FOR PROPER ATTACHMENT. ANGLE
NPS FROM PRIMARY MEMBERS ARE ALLOWED TO BE
HELD BY SAME FASTENERS. \\
SUPPER GUTTER CONNECTION TO 1-140" ST-RoC/TSS
SCALE: IK'a l' -o' O .. •NSF .
NOTES:
1. FASCIA SHOWN IS A PLUMB CUT FASCIA. IF THE FASCIA IS SQUARE CUT (PERPENDICULARTO THE
ROOF PITCH) THEN THE SUPER GUTTER MAY HAVE SOMETHING BEHIND IT (I.E. T.ANGLE' OR
WOOD WEDGE) TO KEEP IT PLUMB. THIS COMPONENT K INCIDENTAL TO THE STRUCTURAL
INTENTION OF THIS DESIGN.
2. FORA RUN OF SUPER GUTTER THAT NON -LOAD BEARING. THE MAX SPACING OF THE 3'
REINFORCEMENT BRACKETS K 60'.
3. FOR A RUN OF SUPER GUTTER THAT HAS A STRUCTURAL OR LOAD BEARING COMPONENT
ATTACHING TO IT AND THERE IS A CONTINUOUS LOAD ACROSS THE SUPER GUTTER WITHOUT
PRIMARY LOAD POINTS (I.E. BEAM OR UPRIGHT) THEN THE MAXIMUM SPACING BETWEEN THE 3'
REINFORCEMENT BRACKETS IS 48'.
4. GUTTER MAY BE ATTACHED TO A CONVENTIONAL WOOD FRAMED WALL IN THE SAME MANNER
THAT IS SHOWN IN THIS DETAIL IF THE WALL IS A C.M.U. THEN REPLACE THE /140 WOOD
SCREWS WITH 035'0X1.25' TAPCONS (OR EQUIVALENT). THIS CONNECTION SHALL ALSO REMAIN
THE SAME FOR A SUPER GUTTER ATTACHING TO A CARRY BEAM WHERE THE WOOD LAG SCREWS
ARE X 0.75' S.M.S. REPLACED BY #100-
S. WHEN THE SUPER GUTTER IS BEING USED FOR STRUCTURAL PURPOSES (I.E. STRUCTURAL SUPPORT
MEMBERS ATTACH TO IT) THEN THE FASTENERS THAT ATTACH TO THE FASCIA MUST PENETRATE
INTO THE SUB -FASCIA AT A MINIMUM OF 1 IN. EMBEDMENT-
z No. 56158
sS'T$ti `VFtAL- NCEPTS
1 A S ESIG,NJ° I i r `•_ i STATE
A
4/1
O coo
V :9
r O
W -
N
V
Vf
S
m
Q)
N
Q)
0
m . F 7/663
S r,v va11'Wpp
IIII I1' 0
s.
d
0510 11 r
obert C. Scroggim P.E. p
L Registration No. 56158 F-
JOB NO.: #11-034
DRAWN BY: TLW
CHECKED BY: RCS
APPROVED BY: RCS
DATE: 04/14111
SHEET
S-2.3
O
G
N
O
0.060" THK. PL
BEAM MAY BE FL
OR SLOPED
4) #12LL3/4" S.IV
EACH MEMBE'
2) #124)4" S.M.S
END, TYP. (U.N.O.)
204.045
DIAGONAL BRACE
200.045
DIAGONAL BRACE
1 TYPICAL ROOF BRACE TO BEAM CONNECTION
tl A SCALE: IX' ® 1'-0•
10x%' WOOD SCREW SPACED
BETWEEN STIFFENING ELEMEN
NO GREATERTHAN 181N. C -C.
STIFFENING ELEMENTS ARE
SPACED AT A MAXIMUM 48'
1. 27(2'x0.125' ANGLE MAY BE USED IN LIEU OF (CTR IN ADDMON TO) THE 110x3' S.M.S.
ATTACHMENT AND MAY BE ON TOP OR BOTTOM OF THE ATTACHING FRAME MEMBER. THE
SPACING AND TYPE OF FASTENERS WILL REMAIN THE SAME AS STATED IN THIS DETAIL EACH
FASTENER WILL BE ON THE SAME PLANE FOR EACH OPPOSING FACE (FLANGE) OF THE 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 A DIFFERENT ALUMINUM
STRUCTURAL COMPONENT O.E. SELF -MATING BEAM ETC.) PROVIDED THE PRIMARY STRUCTURAL
COMPONENT IS SUPPORTED PROPERLY IN ACCORDANCE WITH THE DETAILS IN THE SEALED
ENGINEERING PACKAGE.
PURUN IS ATTACHED TO THE PRIMARY
MEMBER VIA THE STANDARD PRUAARY
TO SECONDARY' METHOD (TYPICAL)
STANDARD 110x?:' S.M.S. FOR
SELF -MATING BEAM
WOOD
104"S ' M.S. FASTENER MAY BE PLACED ANYWHERE
ALONG HE VERTICAL FACE OF THE FRAME MEMBER AS
LONG AS THERE IS ATTACHMENT TO THE FACE OF THE
SUPER GUTTER OR THE (OPTIONAL) EXTRUDED SPLASH
GUARD.
SUPER GUTTER WIDTH IS INCIDENTAL \_SUPER GUTTER --- PRIMARY BEAM: 2.6 SMB K SHOWN BUT ANY
TO STRUCTURAL INTEGRITY OF THIS STIFFENER FRAME MEMBER MAY BE USED AND MAY BE
ATTACHMENT ATTACHED ANYWHERE ALONG ETrHERTHE
FACE OF THE SUPER GUTTER OR THE FACE OF
THE (OPTIONAL) EXTRUDED SPLASH GUARD.
PARALLEL FRAME MEMBER TO SUPER GUTTER
N.T.S.
FASTENER TYPE TO BE DETERMINED FROM TABLE. —
SPACING BETWEEN FASTENERS SHALL BE NO MORE
THAN 24' O.C. WITH A FASTENER ADJACENT TO
EITHER SIDE OF THE ROOF BEAM WITHIN 12' OF THE
BEAM.
SUPPORT STRUCTURE MAY BE ANY OF THE
FOLLOWING PROVIDED IT HAS ENOUGH
SURFACE AREA FOR THE CONNECTION TO BE
COMPLETE
a. Y." PLYWOOD a %" O.S.B.
b. C.M.U.
c STANDARD ALUMINUM CARRY BEAM
FRAME MEMBER USED IN THE
FABRICATION OF SCREEN ENCLOSURES.
ROOF PURUN IS TYPICAL BUT MAY BE /
OMITTED. PURLIN IS TO BE ATTACHED
THROUGH THE WEB OF THE BEAM
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
ARE TO BE DETERMINED USING THE FASTENER
TABLE. TYPE OF FASTENERS WILL BE 110 S.M.S. FOR
BEAM SIZES BETWEEN 2X4 - 2X7 6114 S.MS. FOR
BEAM SIZES 2X8 - 2X10.
z. FASTENERS SHALL NOT BE LESS THAN 0.75'
CENTER.TO-CENTER 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 K
MET ALONG WITH THE ABOVE MENTIONED
SPACING REQUIREMENTS.
NOTE:
U-CCHANNEL MAY BE USED IN UEU OF 2.2 ANGLE
CUPS ON EITHER SIDE OF THE BEAM AS LONG AS
THE THICKNESS OF THE UCHANNEL BEING USED
IS GREATER THAN OR EQUAL TO THE THICKNESS
OF THE BEAM TO WHICH IT IS ATTACHING.
ROOF BEAM
2k2"4325 ANGLE
1. QUANTITY OF FASTENERS ATTACHING TO BEAM
ARE TO BE DETERMINED USING THE FASTENER
TABLE. TYPE OF FASTENERS WILL BE 110 S.M.S. FOR
BEAM SIZES BETWEEN 2X4.2X7 6114 S.M.S. FOR
BEAM SIZES 2X8 - 2X10.
2. FASTENERS SHALL NOT BE LESS THAN 0.75'
CENTER -TO -CENTER FROM EACH OTHER NOR SHALL
THEY BE GREATER THAN 2' CENTEI4T0-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.
NOTES:
1. ACUTE SIDE OF BEAM MAY BE NOTCHED TO ALLOW FOR THE 2%2X0.125' CUSTOM BENT
ANGLE BRACKET TO AIDE IN BETWEEN THE BEAM AND SUPPORT STRUCTURE. THE
FABRICATION METHOD TO ACHIEVE THIS WOULD BE TO SIMPLY ATTACH THE ANGLE
BRACKET TO THE BEAM PRIOR TO INSTAWNG THE BEAM HALF -SHELL. PROVIDED THE
ACUTE SIDE OF THE BEAM IS INSTALLED FIRST. THIS WOULD ALLOW FOR THE FASTENERS
TO BE INSTALLED INTO THE SUPPORT STRUCTURE PRIORTO THE INSTALLATION OF THE
OBTUSE SIDE OF THE BEAM.
2. IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED, THEN A
SECONDARY 2.2x0.125' ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND QTY
OF FASTENERS SHOULD REFERENCE THE ROW LABLED 2.2 H IN THE'FASTENER
REQUIREMENTS TABLE.
3. A CUSTOM BENT 2x2xD.125' ANGLE MUST ALWAYS BE INSTALLED ON THE OBTUSE SIDE OF
THE BEAM. 4) ALL OTHER NOTES AND SPECIFICATIONS FROM THE 'STRAIGHT BEAM TO
SUPPORT STRUCTURE' DETAIL APPLY TO THIS DETAIL
BEAM TO HOIST STRUCTURE FASTENER REQUIREMENTS
v
7
9
Ot" LL
CA
v
O
2.2x0.125' CUSTOM BENT
2.2x0.125' CUSTOM BENT ANGLE BRACKET (SEE NOTE /3)
ANGLE BRACKET (SEE NOTE 11) O
1/4'0TAPCONS 3/8'0TAPCONS 110WOODSCREW
ANGLE BEAM TO SUPPORT
4A STRUCTURE
5-2.4 N.T.S.
NOTES:
1. ACUTE SIDE OF BEAM MAY BE NOTCHED TO ALLOW FOR THE 2%2X0.125' CUSTOM BENT
ANGLE BRACKET TO AIDE IN BETWEEN THE BEAM AND SUPPORT STRUCTURE. THE
FABRICATION METHOD TO ACHIEVE THIS WOULD BE TO SIMPLY ATTACH THE ANGLE
BRACKET TO THE BEAM PRIOR TO INSTAWNG THE BEAM HALF -SHELL. PROVIDED THE
ACUTE SIDE OF THE BEAM IS INSTALLED FIRST. THIS WOULD ALLOW FOR THE FASTENERS
TO BE INSTALLED INTO THE SUPPORT STRUCTURE PRIORTO THE INSTALLATION OF THE
OBTUSE SIDE OF THE BEAM.
2. IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED, THEN A
SECONDARY 2.2x0.125' ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND QTY
OF FASTENERS SHOULD REFERENCE THE ROW LABLED 2.2 H IN THE'FASTENER
REQUIREMENTS TABLE.
3. A CUSTOM BENT 2x2xD.125' ANGLE MUST ALWAYS BE INSTALLED ON THE OBTUSE SIDE OF
THE BEAM. 4) ALL OTHER NOTES AND SPECIFICATIONS FROM THE 'STRAIGHT BEAM TO
SUPPORT STRUCTURE' DETAIL APPLY TO THIS DETAIL
BEAM TO HOIST STRUCTURE FASTENER REQUIREMENTS
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MIN. QUANTUFY OF 5FE IHW FASTENERS
FASTENERS TOCMU FASTENERS TO WOOD
110 S.M.S.
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U,I-I:-C-6NCEPTS, 12 — -: #11-034
s-4 I G N DRAWN BY: TLW
e•.:,•F'^i7`l. •,.1,C EO' CHECKED BY: RCS
l - A ...
405 DOUGUyA;EsuRE f07 Sm6 P CS/ 327140 APPROVED BY: RCSC . A>
DAC. O 7191 a' DATE 04/14/11
111 I j1\ p SHEET
v
05 10 11 L
Robert C. Saoggins, P.E. p S-2.42•4
FL Registration No. 56158 H
FASTENERS TO BEAM
MIN. QUANTUFY OF 5FE IHW FASTENERS
FASTENERS TOCMU FASTENERS TO WOOD
110 S.M.S. 114S.M.S. 1/4'0TAPCONS 3/8'0TAPCONS 110WOODSCREW 114WOODSCREW
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2 2 1 1 2 102.7S.M.B.
3 3 1 1 3
4 4 1 1 4 2
4 4 1 1 4 2
5 5 2 I 5 3
6 6
77 4 2 7 5
2.8 S.M.B. 8 8 4 3 8 6
2x9 S.M.B. 9 9 5 4 9 7
2x10 S.M.B. 10 10 6 5 10 8
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MIN.EMBEDMENT DEPTH NCHE
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U,I-I:-C-6NCEPTS, 12 — -: #11-034
s-4 I G N DRAWN BY: TLW
e•.:,•F'^i7`l. •,.1,C EO' CHECKED BY: RCS
l - A ...
405 DOUGUyA;EsuRE f07 Sm6 P CS/ 327140 APPROVED BY: RCSC . A>
DAC. O 7191 a' DATE 04/14/11
111 I j1\ p SHEET
v
05 10 11 L
Robert C. Saoggins, P.E. p S-2.42•4
FL Registration No. 56158 H
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U,I-I:-C-6NCEPTS, 12 — -: #11-034
s-4 I G N DRAWN BY: TLW
e•.:,•F'^i7`l. •,.1,C EO' CHECKED BY: RCS
l - A ...
405 DOUGUyA;EsuRE f07 Sm6 P CS/ 327140 APPROVED BY: RCSC . A>
DAC. O 7191 a' DATE 04/14/11
111 I j1\ p SHEET
v
05 10 11 L
Robert C. Saoggins, P.E. p S-2.42•4
FL Registration No. 56158 H
FIGURE 8 LOOP
BOLT SHOWN FOR
ISTRATNE PURPOSES
LY
TWO PRESSED PRESSED EYELET SLEEVE
EYELET SLEEVES (SHOWN AFTER BEING MECHANICALLY PRESSED
IESSED Awn
ET SLEEVE
HICK STAIN'
I CABLE
Y.' CABLE WITH APPROVED )`•
CABLE WITH APPROVED
LOOP (TYPICAL)
LOOP (TYPICAL)
e
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4
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a e d
B ° %'0x3' (L) TAPCON
ONLY)
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e ° ea
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4 °
Q °
8 e
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4
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4e a 40
IF LOOP OF CABLE u LARGER THAN ° tl a e°
41 WASHER FLANGE OF TAPCON THEN °
Y.'OxIY.' (U TAPCON OR AN ADDITIONAL LARGER FLANGED
SLEEVE ANCHOR (iYPiCAU DOUBLE WASHER IS REQUIRED
CAMELBACK TO SIDE DECK SINGLE CONCRETE FASTENER TO SIDE DECK
a )
6MCABLE WITH APPROVED)r GB LE WITH APPROVED
LOOP (TYPICAL)
1. TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR A SCREEN WALL BRACED ON ONE SIDE BY A HOST
7•
100X0.75'S.M.S. QUANTITY SHOWN IS THE MINIMUM PLATEPLATE
REQUIREMENT. MAX SPACING BETWEEN FASTENERS IS 2'
CABLE ON A WALL THAT K LESS THAN 250 S.F.
WITH THE MINIMUM SPACING BETWEEN FASTENERS AT O O c" O O
TO SIDE OF DECK
0.75'. IF THE COMPONENT THAT THE CABLE IS BEING
EfFLATAR
2. TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR AN UNBRACED SCREEN WALL. TAKE THE TOTAL SQUARE
ATTACHED TO IS CONFIGURED IN SUCH A WAY THAT
FOOTAGE OF THE UNBRACED WALL AND DIVIDE BY 250. ROUND THE CALCULATED VALUE TO THE CLOSEST
4A
PREVENTS TWO PERPENDICULAR ROWS, THEN ASECOND o
AMOUNT OF CABLES OPPOSING EACH OTHER.
ROW OR COLUMN OF FASTENERS MAY BE ADDED O
G• M 6063.76 ALUMINUM
O0. EQUIVALENT)
p
PARALLEL (BUT NOT COL NEAR) TO THE DEFAULT ROW OR
E
DICTATE THE TYPE OF ATTACHMENT USED AND MAY CHANGE DYNAMICALLY FROM THE ORIGINAL DESIGN
COLUMN OF FASTENERS AT ALTERNATING SPACING.
INTENT. THIS HAS NO BEARING ON THE DESIGN OR THE STRUCTURAL INTEGRITY OF THE ENCLOSURE AND p
THEREFORE IS ALLOWED TO BE DONE, AS LONG AS ONE OF THE APPROVED ATTACHMENT DETAILS U UTILIZED. 5
4. CABLES MAY ATTACH THROUGH PAVERS AT LONG AS THE MINIMUM CONCRETE EMBEDMENT OF 1 Yi O
45•
ACHIEVED BY USING A LONGER TAPCON
5. MINIMUM CONCRETE EDGE DISTANCE FOR ALL CONCRETE FASTENERS IS 2 K'•
215'
1x2.9.125 ANGLE IS TO BE USED IN
FLAT BAR PLATE
6. CABLES SHOULD BEATA 45' ANGLE TO THE VERTICAL. UPRIGHTS
W U.
THE CASE WHERE THE TRIANGLE
rl
S'2. .Ts.
y,' THICK CABLE WITH APPROVED
PLATE IS LESS THAN K' THICK LOOP ATTACHED TO THE EYE BOLT
c V
6' STAINLESS STEEL WELDED EYE BOLT WITH
E V1
ONE STANDARD NUT ON THE BOTTOM SIDE
FRAMING COMPONENTS SHOWN AND TWO STANDARD NUTS ON THE TOP OF
FOR ILLUSTRATIVE PURPOSES ONLY
W
THE TRIANGLE PLATE. A TINGLE LOCK NUT MAY
ca
BE USED IN PLACE OF THE TWO STANDARD
NUTS ON TOP
11
TRIANGLE PLATE TOP ATTACHMENT
BOLT SHOWN FOR
ISTRATNE PURPOSES
LY
TWO PRESSED PRESSED EYELET SLEEVE
EYELET SLEEVES (SHOWN AFTER BEING MECHANICALLY PRESSED
IESSED Awn
ET SLEEVE
HICK STAIN'
I CABLE
Y.' CABLE WITH APPROVED )`•
CABLE WITH APPROVED
LOOP (TYPICAL)
LOOP (TYPICAL)
e
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4
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e 4 e
e
a e d
B ° %'0x3' (L) TAPCON
ONLY)
e
e ° ea
e e
4 °
Q °
8 e
e
4
e°
4e a 40
IF LOOP OF CABLE u LARGER THAN ° tl a e°
41 WASHER FLANGE OF TAPCON THEN °
Y.'OxIY.' (U TAPCON OR AN ADDITIONAL LARGER FLANGED
SLEEVE ANCHOR (iYPiCAU DOUBLE WASHER IS REQUIRED
CAMELBACK TO SIDE DECK SINGLE CONCRETE FASTENER TO SIDE DECK
a )
6MCABLE WITH APPROVED)r GB LE WITH APPROVED
LOOP (TYPICAL)
1. TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR A SCREEN WALL BRACED ON ONE SIDE BY A HOST Y'OxIY' (L) TAPCON OR—/
STRUCTURE TAKE THE TOTAL SQUARE FOOTAGE OF THE BRACED WALL AND DIVIDE BY 250. ROUND THE SLEEVE ANCHOR (TYPICAL) °
CALCULATED VALUE TO THE CLOSEST WHOLE NUMBER AND SUBTRACT ONE. IT K INTENDEDTO NOT HAVE A
CABLE ON A WALL THAT K LESS THAN 250 S.F.
E v
EXAMPLE: 430 S.F. / 250 a 1.72 -> ROUNDS TO 2 -> 2.1 =1 CABLE TO SIDE OF DECK
EXAMPLE: 230 S.F. / 250 = 0.92 -> ROUNDS TO 1-> 1.1 - O CABLES
EfFLATAR
2. TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR AN UNBRACED SCREEN WALL. TAKE THE TOTAL SQUARE
L N
O
FOOTAGE OF THE UNBRACED WALL AND DIVIDE BY 250. ROUND THE CALCULATED VALUE TO THE CLOSEST
4A
WHOLE NUMBER AND MULTIPLY BY 2. IT IS REQUIRED THAT AN UNBRACED SCREEN WALL HAVE AN EQUAL
AMOUNT OF CABLES OPPOSING EACH OTHER.
HL/T
EXAMPLE: 535 T.F. / 250 = 2.14 -> ROUNDS TO 2 -> 2`24 CABLES (2 PAIRS Of OPPOSING CABLES)
EXAMPLE: 780 S.F. / 250 = 3.12 -> ROUNDS TO 3 -> 3.2 = 6 CABLES (3 PAIRS OF OPPOSING CABLES) G• M 6063.76 ALUMINUM
O0. EQUIVALENT)
p
3. ANY ONE OF THE APPROVED CABLE.TO•DECK ATTACHMENTS SHOWN MAY BE USED. FIELD CONDITIONS WILL
E
DICTATE THE TYPE OF ATTACHMENT USED AND MAY CHANGE DYNAMICALLY FROM THE ORIGINAL DESIGN
O
INTENT. THIS HAS NO BEARING ON THE DESIGN OR THE STRUCTURAL INTEGRITY OF THE ENCLOSURE AND p
THEREFORE IS ALLOWED TO BE DONE, AS LONG AS ONE OF THE APPROVED ATTACHMENT DETAILS U UTILIZED. 5
4. CABLES MAY ATTACH THROUGH PAVERS AT LONG AS THE MINIMUM CONCRETE EMBEDMENT OF 1 Yi O p
ACHIEVED BY USING A LONGER TAPCON
5. MINIMUM CONCRETE EDGE DISTANCE FOR ALL CONCRETE FASTENERS IS 2 K'•
V1
0 LD
FLAT BAR PLATE
6. CABLES SHOULD BEATA 45' ANGLE TO THE VERTICAL. UPRIGHTS
W U.
CABLE ATTACHMENT DETAILSrl
S'2. .Ts.
CAMELBACK TO TOP OF DECK
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N0.56158 ' Y cl
I s_ _! -uml, CO kEPTS ..5 s —o•: #11-034
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tN DESIGN CI ,DIUWN BY: TLW
1 - 1 ( •' + _'SWE m ;c'tEcKEDBY.. RCS
0! Dos. 7 ,sPais.n+m4:l.0APPROVED BY: RCS
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1111 v
05 10>1 S-2.52% "[ Robert C. Scroggins, P.E. 0 .
L Registration No. 56158 F -
TAPCONS SPACED
36'0.C. MAX
1.1.0.046 PICKET
NOTES:
v
100x2' S.M.S. FASTENED
MIL GIRT
FRAMED SCREEN WALL IINCLUDING FRAMED IN OPENINGS IN A At 7<
100x1.5' S.M.S. FASTENED
IN BETWEEN EACH PICKET
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
2. THE SIZE OF THE CHAIR RAIL (AKA GUARDRAIL) MAY BE
INTO SCREW BOSSES OF 1X1
100x1.5- S.M.S. FASTENED
HOUSE).
3. BRICK PAVERS MAY BE UNDERTHE 1x2 O.B. SOLE PLATE AS LONG
J
INTO SCREW BOSSES OF 1x1
F-
2.24.125"ANGLE ATTACHED FROM
100x2' S.M.S. FASTENED IN
PICKET BOTH ENDS. TYP.
p
FLOATING PICKET BASE TO SCREEN
BETWEEN EACH PICKETT
IN BETWEEN EACH PICKET
ENCLOSURE UPRIGHT WITH(2)
100x0.5' S.M.S. FASTENED THROUGH 1x2x0.046 ANGLE
BETWEEN EACH PICKETT
100x0.5' S.M.S. 0 EACH FLANGE p p
1xlx0.046 PICKET PROFILE1x1x0.046 PICKET PROFILE d ^
a d
e
DATE: 04A4ni
SPACED $D A
SCREEN ENCLOSURE
STANDARD CHAIR
0
S-2.6
UPRIGFff '
SPHERE CANNOT
PICKET
PASSTHROUGH
MIL GIRT
A ISOMETRIC
MEW FROM INSIDE)
TAPCONS SPACED
36'0.C. MAX
1.1.0.046 PICKET
in
O
SCREEN ENCLOSURE
UPRIGHT
SCREEN ENCLOSURE
UPRIGHT
MIL GIRT
1x2 O.B. FASTENED TO
THE CHAIR RAIL GIRT
010048 S.M.S. FASTENED
IN BETWEEN EACH PICKET
Ix2 O.B. FLOATING PICKET BASE (MAY
ALSO BEAN EQUIVALENT STANDARD
CHANNEL OR STANDARD GIRT
MEMBER)
1x2 O.B. FROM SCREEN
ENCLOSURE
0.25'0 TAPCON (OR CONCRETE
ANCHOR EQUIVALENT) EMBEDDED
1.25' IMO 2500 P.S.I. CONCRETE
FOUNDATION
RETRO -FIT PICKET INTO SCREEN
1 WALL (FLOATING PICKET BASE)
5-2.6 N.T.S.
144 CONT. IN SOLID GROUTED
S' KNOCK -OUT COURSE. TYP.
S
5 it
NOTES:
v
1. THIS METHOD MAY BE INCORPORATED INTO ANY ALUMINUM
MIL GIRT
FRAMED SCREEN WALL IINCLUDING FRAMED IN OPENINGS IN A At 7<
100x1.5' S.M.S. FASTENED
HOUSE).
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
2. THE SIZE OF THE CHAIR RAIL (AKA GUARDRAIL) MAY BE
INTO SCREW BOSSES OF 1X1
CHOSEN FROM THE GIRT SCHEDULE
HOUSE).
3. BRICK PAVERS MAY BE UNDERTHE 1x2 O.B. SOLE PLATE AS LONG
J AS THE TAPCONS ATTACH TO THE CONCRETE FOOTER OR DECK e
F- UNDERNEATH THEM MEETING THE MINIMUM EMBEDMENT
100x2' S.M.S. FASTENED IN
REQUIREMENTS OF 1Y..
p SECTION "A -A"
in
O
SCREEN ENCLOSURE
UPRIGHT
SCREEN ENCLOSURE
UPRIGHT
MIL GIRT
1x2 O.B. FASTENED TO
THE CHAIR RAIL GIRT
010048 S.M.S. FASTENED
IN BETWEEN EACH PICKET
Ix2 O.B. FLOATING PICKET BASE (MAY
ALSO BEAN EQUIVALENT STANDARD
CHANNEL OR STANDARD GIRT
MEMBER)
1x2 O.B. FROM SCREEN
ENCLOSURE
0.25'0 TAPCON (OR CONCRETE
ANCHOR EQUIVALENT) EMBEDDED
1.25' IMO 2500 P.S.I. CONCRETE
FOUNDATION
RETRO -FIT PICKET INTO SCREEN
1 WALL (FLOATING PICKET BASE)
5-2.6 N.T.S.
144 CONT. IN SOLID GROUTED
S' KNOCK -OUT COURSE. TYP.
S
5 it
344 CONT. BOTTOM
q w./4 ® 24'0.C.
TRANSVERSE TYP.
NOTE: PROVIDE VERT. REINF.
TZ WALL ENDS. CORNERS, fi
INTERSECTIONS. TYP. N.N.O.)
8' CMU SET IN RUNNING
BOND w/ HORIL LADDER
REINF. ® 16.O.C., TYP.
4 VERT. w/ STD. HOOK BOTTOM
0 32' O.C. IN SOLID GROUTED
CELL TYP. IF DOWELS ARE USED.
PROVIDE 24' MIN. LAP, TYP.
l m
COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.000 PSF. TYPICALLY.
5 SECTION @ CMU WALL
5-2.6 SCALE: 1Y: - I'-0'
v
1x2 O.B. FROM SCREEN
MIL GIRT
100x1.5' S.M.S. FASTENED
FINISHGRADE -
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
SEE CIVIL DWGS.
INTO SCREW BOSSES OF 1X1
344 CONT. BOTTOM
q w./4 ® 24'0.C.
TRANSVERSE TYP.
NOTE: PROVIDE VERT. REINF.
TZ WALL ENDS. CORNERS, fi
INTERSECTIONS. TYP. N.N.O.)
8' CMU SET IN RUNNING
BOND w/ HORIL LADDER
REINF. ® 16.O.C., TYP.
4 VERT. w/ STD. HOOK BOTTOM
0 32' O.C. IN SOLID GROUTED
CELL TYP. IF DOWELS ARE USED.
PROVIDE 24' MIN. LAP, TYP.
l m
COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.000 PSF. TYPICALLY.
5 SECTION @ CMU WALL
5-2.6 SCALE: 1Y: - I'-0'
PICKET SPACED SO A
TAPCONS SPACED
18"O.C.MAX
STANDARD CHAIR
MIL CART
A STANDARD CHAIR
1x2 O.B. FROM SCREEN
MIL GIRT
100x1.5' S.M.S. FASTENED
ENCLOSURE
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
1x2 O.B. FASTENED TO
INTO SCREW BOSSES OF 1X1
HOUSE).
THE CHAIR RAIL GIRT
PICKETT (ROTH ENDS TYPICAL)
140.046 PICKET
100x0.5' S.M.S. FASTENED THROUGH
u
100x2' S.M.S. FASTENED IN
ANCHOR EQUIVALENT) EMBEDDED
THE 1X2 ANGLE TO THE 1X2 O.B. AT BETWEEN EACH PICKETT
IN BETWEEN EACH PICKET
EACH PICKETT LOCATION AND IN
FOUNDATION
100x0.5' S.M.S. FASTENED THROUGH 1x2x0.046 ANGLE
BETWEEN EACH PICKETT
c
EMBEDMENT REQUIREMENTS OF I W.
1xlx0.046 PICKET PROFILE
TA4, . J 7/62 0
d ^
a d
DATE: 04A4ni
SHEET
ISOMETRIC
S-2.6RbeC. Suogg(ns, P.E. °
MEW FROM INSIDE)
FL eRistratlon No. 56158 F
PICKET SPACED SO A
TAPCONS SPACED
18"O.C.MAX
STANDARD CHAIR
MIL CART
A STANDARD CHAIR
1x2 O.B. FROM SCREEN
MIL GIRT
d ENCLOSURE
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
1x2 O.B. FASTENED TO
a
HOUSE).
THE CHAIR RAIL GIRT
140.046 PICKET
2. THE S1ZE OF THE CHAIR RAIL (AA. KGUARD RAIL) MAYBE a a ANCHOR EQUIVALENT) EMBEDDED
100x2' S.MS. FASTENED
IN BETWEEN EACH PICKET
A
FOUNDATION
100x0.5' S.M.S. FASTENED THROUGH 1x2x0.046 ANGLE
THE 1X2 ANGLE TO THE 1X2 O.B. AT
SECTION "A -A"
EMBEDMENT REQUIREMENTS OF I W.
EACH PICKETT LOCATION AND IN
TA4, . J 7/6 2 0
BETWEEN EACH PICKETT
DATE: 04A4ni
SHEET
NOTES:
1x2 O.B. FROM SCREEN
1. THIS METHOD MAY BE INCORPORATED INTO ANY ALUMINUM d ENCLOSURE
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A a
HOUSE). 0.25'0 TAPCON (OR CONCRETE
2. THE S1ZE OF THE CHAIR RAIL (AA. KGUARD RAIL) MAYBE a a ANCHOR EQUIVALENT) EMBEDDED
CHOSEN FROM THE GIRT SCHEDULE 1.25' 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
DRAWN BY: TLW
OR DECK UNDERNEATH THEM MEETING THE MINIMUM SECTION "A -A"
EMBEDMENT REQUIREMENTS OF I W.
APPROVED BY: RCS
RETRO -FIT PICKET INTO
2 SCREEN WALL (1x2 ANGLE BASE)
5-2.6 N.T.S.
4• NOMINAL CONCRETE SLAB (2500 PSI
MIN.) w/ W6x6-WI.4xWIA W.W.F.
MID•DEPTH OR FIBER REINFORCING
245 REBAR CONT. 3' B-
VAPOR BARRIER (OPTIONAL
MIN. CONCRETE COVER FOR SCREEN ENCLOSURES)
36' MIN. LAP SPLICE
COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.000 PSF. TYPICALLY.
TYPICAL
6 TURNDOWN SLAB FOOTING
5-2.6 SCALE Y.' -1'•0'
MAX. POOL ENCLOSURE ROOF SPAN OF 50'40-
FINISH GRADE
SEE CIVIL DWGS.
I
NOTE:
DIMENSIONS MAY
BE SWITCHED
2500 PSI MIN.
CONCRETE STRENGTH
X245 REBAR CONT. -/ CORNER
BARS AS REQ'D. PROVIDE 3' MIN.
T• CONCRETE COVER fi 36' MIN.
LAP SPLICE. TYP.
COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.000 PSF. TYPICALLY.
TYPICAL CONTINUOUS
7 PERIMETER FOOTING
5-2.6 SCALE Y.' - 1'-D'
MAX POOL ENCLOSURE ROOF SPAN OF SU4r
POST EMBEDDED INTO
CONCRETE 12' MIN.
2500 PSI MIN.
FINISH GRADE
CONCRETE STRENGTH
SEE CIVIL DWGS.
yT •
Fp/
5 REBAR x 12' LONG
24'0 MIN.
OR 1'•Bk1'-8'
COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.000 PSF. TYPICALLY.
3 TYPICAL ISOLATED FOOTING
5-2.6 SCALE Y' - 1'4'
SIZE)
NOMINAL CONCRETE SLAB (2500 PSI MIN.) w/
6x6•W1.4xW1.4 W.W.F. 0 MID -DEPTH OR FIBER
3NFORCING (POLYPROPYLENE FIBER -15' POUND
IN. PER CUBIC YARD). TYP.
NOMINAL SLAB SHALL BE MONOLITHIC UNDER
REEN ENCLOSURE OR CAST INTEGRAL WITH SHELL
F POOL OR SHALL HAVE MIN. CONT. POURED SLAB
F AT LEAST 6' FROM EDGE OF SLAB FOR MAX SPAN
R 3' FROM EDGE FOR 2D-0• MAX SPAN
Y" MODIFIED
PROCTOR AND 2.000 PSF. TYPICALLY.
4 POST/CONCRETE SLAB DETAIL
5-2.6 SCALE yr- V -T
MAX POOL ENCLOSURE ROOF SPAN OF 401-V
LJ
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No: 56158
S Ft C'11RAL-Cx-bNCEPT§ oeNo.: MI1-034
DRAWN BY: TLWDESIGN1, W
CHECKED BY: RCS1i '. • .to
IOeB' orn,us'y : ATE O
APPROVED BY: RCSTA4, . J 7/62 0
0`A'r7o.• « DATE: 04A4ni
SHEETct' o
S-2.6RbeC. Suogg(ns, P.E. °
FL eRistratlon No. 56158 F
NON-SUPPORT WALL (TYPICAL BOTH SIDES) TOP GIRT TO BE -/
NO LESS THAN A 2x2x0.044 HOLLOW PATIO MEMBER SOLD
ROOF SHALL BE FASTENED INTO TOP GIRT USING A #IOW S.M.S.
IN CONJUNCTION WITH A 1.5' NEOPRENE WASHER WITH A
LENGTH SUFFICIENT TO PENETRATE THROUGH THE DEPTH
THICKNESS) OF THE ROOF AND THE THICKNESS OF THE
FLANGE OF THE TOP GIRT. THE SPACING SHALL NOT EXCEED
Is, O.C.
i
2 W (RUMPLE DIMENSION ONLY) IF EITHER
SUPPORT WALL (SEE NOTE 02)
NOTES:
SOLID ROOF SHALL BE FASTENED INTO HEADER GIRT USING A
0100 S.M.S. IN CONJUNCTION WITH A 1.5' NEOPRENE WASHER 1.
END OF THE 0.00E PANEL IS UNSUPPORTED THIS SIDE IS TYPICALLY ATTACHED TO A HOST SUPPORT
SAME RULES APPLY TO AN ALUMINUM PAN ROOF UNLESS OTHERWISE NOTED.
THEN THE MAX SIDE OVERHANG IS EQUAL STRUCTURE. FREESTANDING SOLID ROOF STRUCTURES
THE FLANGE OF THE HEADER GIRT OR CARRY BEAM. THE
SPACING ALONG AN ELITE ROOF SHALL NOT EXCEED S' O.C.,
TO HALF THE OVERALL WIDTH Of THE ROOF REQUIRE SITE-SPECIFIC ENGINEERING. A FREE STANDING
ROOF THAT CAN EITHER RUN CONTINUOUSLY ACROSS THE ENTIRE LENGTH OF
SUPPORT FROM COLUMNS (SEE'INDEPENDEM
PANEL SOLID ROOF STRUCTURE IS DEFINED AS BEING UNSUPPORTED
10.8
4'-0" (EXAMPLE DIMENSION ONLY) BY A HOST STRUCTURE ON BOTH ENDS OF THE SPANNING
0
120
OVERALL WIDTH OF ROOF PANEL) ROOF PANELS FOP. 60%%% (OR GREATER) OF THE OVERALL
12.8
LENGTH OF THE SUPPORT WALL
I
NON-SUPPORT WALL (TYPICAL BOTH SIDES) TOP GIRT TO BE -/
NO LESS THAN A 2x2x0.044 HOLLOW PATIO MEMBER SOLD
ROOF SHALL BE FASTENED INTO TOP GIRT USING A #IOW S.M.S.
IN CONJUNCTION WITH A 1.5' NEOPRENE WASHER WITH A
LENGTH SUFFICIENT TO PENETRATE THROUGH THE DEPTH
THICKNESS) OF THE ROOF AND THE THICKNESS OF THE
FLANGE OF THE TOP GIRT. THE SPACING SHALL NOT EXCEED
Is, O.C.
i
ALUMINUM PAN (3" RISER) SPAN TABLE
SUPPORT WALL (SEE NOTE 02)
NOTES:
SOLID ROOF SHALL BE FASTENED INTO HEADER GIRT USING A
0100 S.M.S. IN CONJUNCTION WITH A 1.5' NEOPRENE WASHER 1.
i
WITH A LENGTH SUFFICIENT TO PENETRATE THROUGH THE SAME RULES APPLY TO AN ALUMINUM PAN ROOF UNLESS OTHERWISE NOTED.
F
i
THE FLANGE OF THE HEADER GIRT OR CARRY BEAM. THE
SPACING ALONG AN ELITE ROOF SHALL NOT EXCEED S' O.C., THE SUPPORT WALL WILL CONSIST OF A HEADER GIRT SUPPORTING THE SOLID
Z
ROOF THAT CAN EITHER RUN CONTINUOUSLY ACROSS THE ENTIRE LENGTH OF
SUPPORT FROM COLUMNS (SEE'INDEPENDEM
15.1
i
10.8 11.7 13.7
0
120
vz
10.9 12.8
Z 123 9.5
Al"
12.6
130 9.2 12.2
2X5 SMB
gI
7.8
2x6 SMB 18.0 16.6 15.1 13.9 13.1 12.5 11.7 11.2 10.6 9.9 9.2 8.8
p0
20 SMB
Oi
9.4
J-
d
15.9 14.9
LENGTH OF SUPPORT WALL)
ALUMINUM PAN (3" RISER) SPAN TABLE
SUPPORT WALL (SEE NOTE 02)
NOTES:
SOLID ROOF SHALL BE FASTENED INTO HEADER GIRT USING A
0100 S.M.S. IN CONJUNCTION WITH A 1.5' NEOPRENE WASHER 1. THE PLAN VIEW IN THIS DETAIL SHOWS AN ELITE COMPOSITE ROOF BUT THE
WITH A LENGTH SUFFICIENT TO PENETRATE THROUGH THE SAME RULES APPLY TO AN ALUMINUM PAN ROOF UNLESS OTHERWISE NOTED.
DEPTH (THICKNESS) OF THE ROOF AND THE THICKNESS OF 2. THERE ARE TWO TYPES OF WALLS: SUPPORT WALLS AND NON-SUPPORT WALLS. THE FLANGE OF THE HEADER GIRT OR CARRY BEAM. THE
SPACING ALONG AN ELITE ROOF SHALL NOT EXCEED S' O.C., THE SUPPORT WALL WILL CONSIST OF A HEADER GIRT SUPPORTING THE SOLID
AND ALONG A PAN ROOF SHALL NOT EXCEED 4' O.C. ROOF THAT CAN EITHER RUN CONTINUOUSLY ACROSS THE ENTIRE LENGTH OF
SUPPORT FROM COLUMNS (SEE'INDEPENDEMTHEWALLWITHINTERMRTENT
POST TO CARRY BEAM' DETAIL) OR BE BROKEN UP TO SPAN BETWEEN THE
SUPPORT COLUMNS VU BEING INTERNALLY FASTENED INTO SCREW BOSSES
THROUGH THE WEB OF THE SUPPORT COLUMNS (SEE "PRIMARY MEMBER TO
SECONDARY MEMBER' DETAIL). NON-SUPPORT WALLS (A -K -A SIDE WALLS) ARE
NOT USED TO SUPPORT THE ROOF AND THEREFORE ARE NOT REQUIRED TO
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 THIS ROOF PANEL PRODUCT IS FL47561-RI.
CARRY BEA WKFADER GIRT SCHEDULE FOR COMPOSITE ROOFS ONLY
ALUMINUM PAN (3" RISER) SPAN TABLE
COMP. ROOF SPAN
PAN TYPE 3'xl2'xO.024' I 31x12"x0.030" 3k12"x0.050'
LABELED SUPER GUTTER CONNECTION TO
EFFECTIVE SPAN (FT.)
EFFECTIVE SPAN (FT.)
COMPOSITE ROOF TO TOP OF
100 11.0 1 11.9 15.1
p 110 10.8 11.7 13.7
0
120 9.8 10.9 12.8
Z 123 9.5 10.8 1 12.6
130 9.2 10.5 1 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 THIS ROOF PANEL PRODUCT IS FL47561-RI.
CARRY BEA WKFADER GIRT SCHEDULE FOR COMPOSITE ROOFS ONLY
COMP. ROOF SPAN 4 1 5 1 6 1 7 1 8 9 10 11 12 14 16 20
LABELED SUPER GUTTER CONNECTION TO
EFFECTIVE SPAN (FT.)
HOST SfRUCTUIIE•
COMPOSITE ROOF TO TOP OF
2x2 H 7.6 7.7 1 6.5 1 6.0 5.8 1 5.6 1 5.4 1 5.2 5.0 4.6 4.3 4.0
20 H 10.7 9.9 1 9.1 1 8.4 8.2 1 7.8 1 7.5 1 7.3 6.9 6.4 6.0 5.6
2x4 H 11.6 10.71 9.9 1 9.1 8.9 8.5 1 8.2 1 7.9 7.5 7.0 6.5 6.1
2x5 H 14.4 13.4 112.5 12.0 11.4 11.1 110.6110.3 9.9 9.1 8.6 8.1
u, NI 2x4 SMB 12.4 11.6 10.9 10.2 9.5 9.0 8.6 8.2 7.8 7.2 6.7 6.3
2X5 SMB 15.4 13.2 13.5 12.5 71.7 11.0 10.5 10.0 9.5 8.9 8.3 7.8
2x6 SMB 18.0 16.6 15.1 13.9 13.1 12.5 11.7 11.2 10.6 9.9 9.2 8.8
p0
20 SMB 20.1 17.9 16.4 15.2 14.1 13.4 12.7 12.1 11.6 10.7 10.0 9.4
2xB 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 25.9 124.5 123.3 122.1 21.0 19.8 118.9 118.0 16.8 15.6 14.8
2x10 SMB 34.8 32.4 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 SRE
FROM COLUMN SCHEDULE
SEE COLUMN TO
DECK DETAIL
INSERT w/ UPRIGHT
2 SCREEN INSERT ELEVATIONS
S-2. J N.T.S.
100x41 S.M.S. FASTENED THROUGH
COMPOSITE ROOF INTO UP OF SUPER
GUTTER 6 SPACED EVENLY AT A
MAXIMUM OF 8' O.C.
SUPER GUTTER (5' OR 7) ATTACHMENT OF SUPER ''''
GUTTER IS NOT SHOWN FOR ILLUSTRATIVE PURPOSES ' SEE INDEPENDENT DETAIL WELED SUPER GUTTER
CONNECTION TO HOST STRUCTURE' '
GUTTER STIFFENER SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. SPACING AND ATTACHMENT I
DETAILS LOCATED IN NOTE #3 IN THE DETAIL
LABELED SUPER GUTTER CONNECTION TO
HOST SfRUCTUIIE•
COMPOSITE ROOF TO TOP OF
3 SUPER GUTTER CONNECTION
JS-2. ( N.T.S.
SCREEN INSERT NOTES:
1. INSERTS ARE FRAMED IN BY 1512" O.B.. K'x2' O.B., OR IN3" O.B.
MEMBERS
2, FRAMING MEMBERS ARE FASTENED TO A C.M.U. USING V4'0
CONCRETE ANCHOR w/ IYI EMBEDMENT (MIND.
3. FRAMING MEMBERS ARE FASTENED TO A WOOD FRAMED WALL
USING A (MIN) #10 WOOD SCREW WITH A (MIN) (-
EMBEDMENT.
4. FRAMING MEMBERS THAT ARE FASTENED TO AN ALUMINUM
FRAMED MEMBER WILL USE A (MIN) #10 S.M.S.
S. FRAMING MEMBERS ARE FASTENED 0 MAX. 36' O.C.,
REGARDLESS OF C.M.U.. WOOD, OR TO ANOTHER ALUMINUM
FRAME MEMBER
6. THERE SHALL BE A FATTENER WITHIN 4' OF EVERY 90' CORNER
OR UPRIGHT IN EITHER DIRECTION BUT NOT REQUIRED TO BE
IN BOTH DIRECTIONTAS.
7. INSERTS MAY BE AS RGE AS DESIRED, THE TYPE OF INSERT
USED IS CHOSEN BY THE DESIGNER AND K INCIDENTALTO
STRUCTURAL 04TEGRM
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No. 56158
it liCtj J'RAL NCEPT5
a 1. ' , `& DESIGN i
405
FScroggins,
FAX •:
3U6NO.
1
s. P.E.
FL 56158 F
i
zo_
CCV
C
JOB NO.: NI1-034
DRAWN BY. TLW
CHECKED BY: RCS
APPROVED BY: RCS
DATE: 04/14/1 I
SHEET
S2.
Lf)
0
HOST STRUCTURE
SEE NOTE 01)
ALUMINUM L -ANGLE
USED AS A SPACER
0100x0.75' S.M.S. /100x0.75' S.M.S. FASTENED
FASTENED ®B' 0.4 HOST STRUCTURE
SLE NOTE n) 3• ® S' 0.4 (SEE NOTE /4)
COMPOSITE ROOF
RECEIVER CHANNEL
FASTENER TYPE AND SPACING
DETERMINED FROM TABLE NAMED
COMPOSITE ROOF TO HOSE
STRUCTURE FASTENER TABLE' (SEE
NOTE 03) )
FATTENER TYPE AND SPACING •--
COMPOSITE ROOF RECEIVER
DETERMINED FROM TABLE
CHANNEL (SEE NOTE 04) NAMED'COMPOSITE ROOF TO 2' /100x0.75• S.M.S.
HOST STRUCTURE FASTENER FASTENED ® B' 0.4
TABLE' (SEE NOTE /3)
COMPOSITE ROOF TO FACE OF HOST STRUCTURE COMPOSITE ROOF TO FACE OF HOST STRUCTURE
COMPOSITE ROOF TO HOST STRUCTURE CONNECTION
N.T.S.
REAM TO HOIST 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 IS
INCLUDING. BUT NOT LIMITED TO, THE FACE OF A CARRY BEAM. HOUSE FASCIA.
HOUSE WALL, AND THE FACE OF SUPER GUTTER.
2. THE TYPE OF FASTENER THAT IS ATTACHING TO THE HOST STRUCTURE IS TO BE
DETERMINED BY THE'COMPOSITE ROOF TO HOST STRUCTURE FASTENER
REQUIREMENTS.
3. SHEET METAL SCREWS AND WOOD LAG SCREWS (ONLY) THAT ATTACH INTO THE
HOST STRUCTURE THROUGH THE RECEIVER CHANNEL MUST CONTAIN A 15'
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 CHANNEL.
4. THE FASTENERS THAT ATTACH THE COMPOSITE ROOF TO THE LONG FLANGE OF
THE RECEIVER CHANNEL ARE ONLY REQUIRED WHERE THERE IS SUFFICIENT
ROOM FOR INSTALLATION. FOR EXAMPLE. IF THE COMPOSITE ROOF IS
INSTALLED UNDER A HOUSE OVERHANG TO THE HOUSE WALL; OR WHEN THE
ROOF IS IN A STEEP FITCH AND THE BOTTOM IS INACCESSIBLE. SUFFICIENT ROOM
IS DEFINED AS 24" OF SPACE BETWEEN THE TOP OF THE COMPOSITE ROOF AND
THE BOTTOM OF THE OBJECT COVERING THAT AREA ANYTHING LESS THAN
THAT WOULD CONSTITUTE INSUFFICIENT ROOM AND THEREFORE NOT REQUIRE
THAT THE TOP FLANGE OF THE RECEIVER CHANNEL BE FASTENED.
0100x2' S.M.S FASTENED IN THE
FIELD BETWEEN THROUGH -BOLTS.
PATTERN AS SHOWN IN'FRONT
ELEVATION VIEW WITH QUANTITY
DETERMINED BY HE TI
0x3Y'BOLT
w/LOCK-NUT
SIDE FLANGE
TYPICAL)
o
e
iyJ
HANNEL FACE
A
AT
OFFSET DISiANC
30 POST
FRONT ELEVATION
U -CHANNEL
KNEE BRACES (KB.) 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
j, 3
SECTION "A -A"
0 CONCRETE ANCHOR (TAPCON)
w/ 125' MIN. EMBEDMENT INTO
CONCRETE (M.)
SECTION "A -A" ISOMETRIC
NOTES:
I. THE NOTCH IN THE 3X3 POST IS SHOWN AS A SIDE NOTCH BUT A CENTERED NOTCH IS
ALSO ALLOWABLE. IN THAT CASE THE FIELD FAM ERS WOULD BE REQUIRED TO BE
INSTALLED ON BOTH SIDES OF THE NOTCH AND THE THROUGH BOLTS WOULD BE
REQUIRED TO PENETRATE BOTH SIDES OF THE NOTCH THROUGH THE BEAM.
2. THE (OPTIONAL) KNEE BRACES ARE SHOWN BEING ATTACHED WITH U{HANNEL BUT
H -CHANNEL IS ALSO ACCEPTABLE. THE SIZE OF THE KNEE BRACE AND THE QUANTITY
OF FASTENERS IS GIVEN IN THE'KNEE BRACE SCHEDULE'.
3. HEIGHT AND TYPE OF 3X3 POST IS DETERMINED BY THE APPROPRIATE TABLES CALLED
COLUMN SCHEDULE FOR SOLID ROOF / 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 NON-EXISTENT COMPONENT-
INDEPENDENT POST TO BEAM CONNECTION
N.T.S.
COUNTER -SUNK POST (ELEVATION)
FASTENERS TO BEAM
MAXIMUM SPACING OF SPECIFIED FASTENERS INCHES
FASTENERS TO CMU HOST FASTENERS TO WOOD HOST
ROOF THK. N10 S.M.S. 1 N14 S.M.S. 1/4'0 TAPCONS 3/8'0 TAPCONS #10 WOOD SCREW N14 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
z
Z
z
Z
N ci
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 IS
INCLUDING. BUT NOT LIMITED TO, THE FACE OF A CARRY BEAM. HOUSE FASCIA.
HOUSE WALL, AND THE FACE OF SUPER GUTTER.
2. THE TYPE OF FASTENER THAT IS ATTACHING TO THE HOST STRUCTURE IS TO BE
DETERMINED BY THE'COMPOSITE ROOF TO HOST STRUCTURE FASTENER
REQUIREMENTS.
3. SHEET METAL SCREWS AND WOOD LAG SCREWS (ONLY) THAT ATTACH INTO THE
HOST STRUCTURE THROUGH THE RECEIVER CHANNEL MUST CONTAIN A 15'
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 CHANNEL.
4. THE FASTENERS THAT ATTACH THE COMPOSITE ROOF TO THE LONG FLANGE OF
THE RECEIVER CHANNEL ARE ONLY REQUIRED WHERE THERE IS SUFFICIENT
ROOM FOR INSTALLATION. FOR EXAMPLE. IF THE COMPOSITE ROOF IS
INSTALLED UNDER A HOUSE OVERHANG TO THE HOUSE WALL; OR WHEN THE
ROOF IS IN A STEEP FITCH AND THE BOTTOM IS INACCESSIBLE. SUFFICIENT ROOM
IS DEFINED AS 24" OF SPACE BETWEEN THE TOP OF THE COMPOSITE ROOF AND
THE BOTTOM OF THE OBJECT COVERING THAT AREA ANYTHING LESS THAN
THAT WOULD CONSTITUTE INSUFFICIENT ROOM AND THEREFORE NOT REQUIRE
THAT THE TOP FLANGE OF THE RECEIVER CHANNEL BE FASTENED.
0100x2' S.M.S FASTENED IN THE
FIELD BETWEEN THROUGH -BOLTS.
PATTERN AS SHOWN IN'FRONT
ELEVATION VIEW WITH QUANTITY
DETERMINED BY HE TI
0x3Y'BOLT
w/LOCK-NUT
SIDE FLANGE
TYPICAL)
o
e
iyJ
HANNEL FACE
A
AT
OFFSET DISiANC
30 POST
FRONT ELEVATION
U -CHANNEL
KNEE BRACES (KB.) 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
j, 3
SECTION "A -A"
0 CONCRETE ANCHOR (TAPCON)
w/ 125' MIN. EMBEDMENT INTO
CONCRETE (M.)
SECTION "A -A" ISOMETRIC
NOTES:
I. THE NOTCH IN THE 3X3 POST IS SHOWN AS A SIDE NOTCH BUT A CENTERED NOTCH IS
ALSO ALLOWABLE. IN THAT CASE THE FIELD FAM ERS WOULD BE REQUIRED TO BE
INSTALLED ON BOTH SIDES OF THE NOTCH AND THE THROUGH BOLTS WOULD BE
REQUIRED TO PENETRATE BOTH SIDES OF THE NOTCH THROUGH THE BEAM.
2. THE (OPTIONAL) KNEE BRACES ARE SHOWN BEING ATTACHED WITH U{HANNEL BUT
H -CHANNEL IS ALSO ACCEPTABLE. THE SIZE OF THE KNEE BRACE AND THE QUANTITY
OF FASTENERS IS GIVEN IN THE'KNEE BRACE SCHEDULE'.
3. HEIGHT AND TYPE OF 3X3 POST IS DETERMINED BY THE APPROPRIATE TABLES CALLED
COLUMN SCHEDULE FOR SOLID ROOF / 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 NON-EXISTENT COMPONENT-
INDEPENDENT POST TO BEAM CONNECTION
N.T.S.
COUNTER -SUNK POST (ELEVATION)
2500 PSI MIN. STRENGTH
INDEPENDENT FOOTER WITH
DIMENSIONS AS SHOWN. FOOTER
IS COUNTER -SUNK BELOW GRADE.
INDEPENDENT POST TO DECK
FIELD FASTENERS
BEAM SIZE QTY. OF FIELD FASTENERS
2x4 0
2x5 2
2x6
to
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C 'cu
E Q)
6
2x8
0
2x9
IM. OF SLAB FOR COUNTERSUNK CONNECTI 0
LL
B
rLD N
2x6x0.050 x 0.120 SMB T-0' TO 8'-0'
Q)
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N
L
00 co
C
0
C)
2500 PSI MIN. STRENGTH
INDEPENDENT FOOTER WITH
DIMENSIONS AS SHOWN. FOOTER
IS COUNTER -SUNK BELOW GRADE.
INDEPENDENT POST TO DECK
FIELD FASTENERS
BEAM SIZE QTY. OF FIELD FASTENERS
2x4 0
2x5 2
2x6 4
2x7 6
2x8 6
2x9 8
2x10 B
KNEE BRACE SCHEDULE
SIZE LENGTH QTY. PER FLANGE
244.044 UP TO 2'-0' 2
2x3xO.050 2'-0" TO 4'-0' 3
2x4xO.050 4'-0' TO 6-0" 4
2x4x0.048 x 0.100 SMB 6'-0' TO T-0' 4
2x6x0.050 x 0.120 SMB T-0' TO 8'-0' 6
0 CONCRETE ANCHOR (TAPCON)
w/ 1.25' MIN. EMBEDMENT INTO
CONCRETE (TVP.)
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No. 55158
rl.
MJA eTURAt -C`ONCEPTSc- JOB NO.: Nil -034
V` ' &ESIG'N ' I
e..Q1 •
n
LU DRAWN BY. TLW
I " !STATE, , -
4405DO1LGlAf°YVi0/6,
CHECKED BY: RCS
APPROVED BY: RCS
FAX 407/6 0
DATE: 04114[11IML`.' msl 0rllll
SHEET
ar
v
Robert C. Scrogglns, P.E.
Registration No. 56158 F -
J
h
UPRIGHT IS TYPICAL BUT U -CHANNEL BUT MAY
ALSO ATTACH TO C.M.U. OR CONVENTIONAL
WOOD FRAMED HOUSE WALL (%' OSB OR %'
PLYWOOD). IN WHICH CASE TAPCONS AND o
WOOD SCREWS WOULD BE USED. RESPECTIVELY. o r
r
0FHANNELRUNNINGTHEDEPTHOFTHEU -CHANNEL
M AND FASTENED ON BOTH SIDES AS FLANGE
LL AS THE WEB. QUANTITY OF FASTENERSOULDBEONELESSTHANTHEDEPTHOF
E BEAM Q.E. 2X7 - 6 FASTENERS).
TENER TYPE SHALL BE {100x9.75
r
o
STANDARD BEAM TO U -CHANNEL CONNECTION
SHOWN FROM ISOMETRIC TOP)
2%2X0.125' ANGLE USED AS A SECONDARY
SUPPORT IN THE EVENT WHERE ONE SIDE
OF THE U -CHANNEL K PARTIALLY
INACCESSIBLE
2) #100x0.75' S.M.S WILL BE USED FOR —
ATTACHMENT TO ALUMINUM FRAME MEMBERS
2) #100x1' WOOD SCREWS WILL BE USED FOR
ATTACHMENT TO WOOD FRAMES
I) #100x1.25' TAPCON WILL BE USED FOR
ATTACHMENT TO C.M.V.
1o0xD.75' S.M.S. WITH THE QUANTITY
OF FASTENERS BEING ONE LESS THAN
THE DEPTH OF THE BEAM (TYPICAL ON
BOTH FLANGES AND THE WEB)
U -CHANNEL
ISOMETRIC FOR CLARITY)
IF THERE IS SPACE AVAILABLE
AND THE U -CHANNEL FLANGE
IS ACCESSIBLE, THEN FASTENERS
WILL BE REQUIRED WHERE
POSSIBLE
BEAM TO U -CHANNEL w/ GUTTER
SHOWN FROM ISOMETRIC BOTTOM)
1) /1004.75' FASTENER FASTENED
THROUGH THE SUPER GUTTER
AND U -CHANNEL INTO THE BEAM.
SUPER GUTTER SHOWN FOR
ILLUSTRATIVE PURPOSES ONLY.
REFER TO THE DETAIL LADLED'SUPER
GUTTER TO HOST CONNECTION'
FOR ATTACHMENT REQUIREMENTS
BEAM TO U -CHANNEL w/ GUTTER
SHOWN FROM ISOMETRIC TOP)
1 BEAM TO U -CHANNEL CONNECTION
S-.9 N.T.S.
1100.0.5'S.M.S. QUANTITY IS
EQUAL TO THE H -CHANNEL
LENGTH MINUS ONE
I
100x9.5' S.M.S. QUANTITY IS
EQUAL TO THE H -CHANNEL
LENGTH MINUS ONE 1
H -CHANNEL
UPRIGHT (2x4 SMB -
SHOWN AS EXAMPLE)
ONE
FLANGE'
UPRIGHT (2x4 SMB
SHOWN AS EXAMPLE)
BEAM (2x7 SMB SHOWN
AS EXAMPLE)
BEAM NOTCHED AROUND UPRIGHT
BEAM (2x7 SMB
SHOWN AS EXAMPLE)
OPTIONAL 2x2-0.125 ANGLE
ANGLE MAY BE USED IN THE
CASE WHERE ONE SIDE OF THE
BEAM IS COVERED AND IS
INACCESSIBLE. SEE NOTE #6.
BEAM TO FACE OF UPRIGHT
NOTES:
1. HCHANNEL LENGTH WILL BE EQUAL TO THE BEAM LENGTH MINUS THE
NOTCH DEPTH.
2. KNEE BRACES MAY BE USED IN ADDITION TO THIS CONNECTION BUT ARE
OPTIONAL FOR INFORMATION ABOUT A KNEE BRACE CONNECTION,
PLEASE SEETHE DETAIL LABELED'KNEE BRACE CONNECTION'.
3. QUANTITY OF SCREWS ON EACH FLANGE MUST BE EQUAL TO THE
H -CHANNEL LENGTH MINUS ONE (AS SHOWN IN THE 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 IS INA
VERTICAL VECTOR WITH THE BEAM BEING NOTCHED. THE VECTOR MAY
ALSO BE HORIZONTAL WITH THE UPRIGHT NOTCHED ONLY IF THE
UPRIGHT DEPTH IS LARGER THAN THE BEAM DEPTH.
7. AN OPTIONAL 2x2xD.125 ANGLE MAY BE USED IN CASES WHERE ONE SIDE
OF THE BEAM IS INACCESSIBLE. SEE NOTE 06 IN THE DETAIL BELOW
LABELED 'BEAM TO FACE OF UPRIGHT'.
NOTES:
1. KNEE BRACES MAY BE USED IN ADDITION TO THIS CONNECTION BUT ARE
OPTIONAL FOR INFORMATION ABOUT A KNEE BRACE CONNECTION.
PLEASE SEETHE DETAIL LABELED 'KNEE BRACE CONNECTION'.
2. QUANTITY OF SCREWS ON EACH FLANGE MUST BE EQUAL TO THE
H -CHANNEL LENGTH MINUS ONE (AS SHOWN IN THE DETAIL).
3. FASTENERS IN H -CHANNEL MAY BE 0140a5* ALSO
4. ANY COMBINATION OF FRAME MEMBERS FOR THE UPRIGHT AND BEAM
MAY BE USED PROVIDED THEY ARE IN THE BEAM SCHEDULE AND
UPRIGHT SCHEDULE RESPECTIVELY.
S. THE CONFIGURATION SHOWN IS THE BEAM BUTTING INTO THE
UPRIGHT WITH THE H-CHANNEL'LENGTH' BEING DRIVEN BY THE BEAM
DEPTH. THIS CONFIGURATION MAY BE SWITCHED TO HAVE THE
UPRIGHT BUTTING INTO THE BOTTOM OF THE BEAM AND THE
H -CHANNEL •LENGTH• BEING DRIVEN BY THE UPRIGHT DEPTK
6. THE 2x2-9.125 ANGLE IS USED IN UEU OF ONE INACCESSIBLE SIDE OF
BEAM. (2) #100x0.75 FASTENERS SHOULD BE USED ON EACH FLANGE OF
THE ANGLE BRACKET. IF THE INACCESSIBLE SIDE IS ONLY PARTIALLY
COVERED. THEN FASTENERS SHOULD BE INSTALLED WHERE POSSIBLE
BEAM TO UPRIGHT (H -CHANNEL) CONNECTION
N.T.S.
Sc
No. 56158
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CHECKED BY: RCSF -
405 DDUGIAS. AWENUE 15047 T _ SPa 4 v APPROVED BY: RCS
407/
Deco 0.27141` « DATE: 04/14/11
SHEET
05 10 11 ' C
obert C. Sa_oggins, P.E. p 2 •9
F Registration No. 56158 H
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Y.'0 OR %-0 TAPCON. -
SEE -COLUMN TO DECK
SCHEDULE' FOR PROPER
SIZE.
ARCHITECTURALFOAMCAP
O
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).
lxlx0.046 HOLLOW
ALUMINUM FERRULE
LOCATED AT EACH TAPCON
SCREEN ENCLOSURE BASE ATTACHMENT TO FOAM CAPPED WALL
N.T.S.
MINIMUM ROOF PITCH IS A' -
PER FOOT. ROOF MAY PITCH
IN EITHER DIRECTION.
FLORIDA PRODUCT APPROVED
COMPOSITE ROOF SYSTEM
USED AS ATRANSOM
1
It
SIDE ELEVATION
100x0.75' S.M.S. FASTENED INTO -
COMPOSITE TRANSOM PANEL ® A
MAXIMUM OF 4' O.C. (TYPICAL
BOTH SIDES OF CHANNEL)
100x0.75' S.M.S. FASTENED
INTO UP OF SUPER GUTTER
A MAXIMUM OF 4' O.C. /
1
GUTTER STIFFENER TO BE PLACED \
ALONG TRANSOM AT A SPACING NOT \\
TO EXCEED 24.O.C. SEE DETAIL LABELED
SUPER GUTTER CONNECTION TO HOST
STRUCTURE' FOR SPECIFIC CONNECTION
DETAILS OF THE STIFFENER
11
I
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1
1
FLORIDA PRODUCT APPROVED
COMPOSITE ROOF SYSTEM
FLORIDA PRODUCT APPROVED
COMPOSITE ROOF SYSTEM
USED AS A TRANSOM
2'-0' MAX TRANSOM HEIGHT
UNLESS OVERWRITTEN IN
SITE•SPECIFIC ENGINEERED
DRAWING
SUPER GUTTER (TYPICAL) SEE THE
DETAIL LABELED "SUPER GUTTER
CONNECTION TO HOST STRUCTURE'
FOR SPECIFIC CONNECTION DETAILS.
EXTRUDED RECEIVER CHANNELTO BE
FLUSH WITH THE INSIDE LIP OF THE
SUPER GUTTER COMPOSITE TRANSOM
PANELNOr SHOWN FOR ILLUSTRATIVE
1 \ PURPOSES.
7
1
I
I
2X2X0.125•ANGLE
9100x0.75' S.M.S. FASTENED
INTO UP OF SUPER GUTTER
0 A MAXIMUM OF 4' O.C.
DETAIL "A"
9100x0.75' S.M.S. FASTENED INTO
COMPOSITE TRANSOM PANEL 0 A — —
MAXIMUM OF IV O.C. (TYPIW. DETAIL "B"
BOTH SIDES OF CHANNEL)
9100x4'S.M.S. WITH 1.5'0 NEOPRENE
WASHER FASTENED THROUGH THE
COMPOSITE PANEL INTO TOP OF RECEIVER
CHANNEL, SPACED 0 A MAX OF 4.O.C.
TOP ISOMETRIC VIEW
BOTTOM ISOMETRIC VIEW
2 COMPOSITE PANEL TRANSOM DETAIL
S -2.1O N.T.S.
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No. 55158 K
5*lRjCT}JRAL-C:NCEPT5: f,t JOB NO.: all 034
WW -DRAWN BY: TLWDESIGN,
STAT .) GD CHECKED BY: RCS
405 DOUGW AVENVE.SUREI 7 IT5 ryoi ` 4.IV APPROVED BY: RCS
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is
682•
FLORID A Y DATE 04114AI
B r.1)r l ' o SHEET
1 III
Robert C. Saoggins, P.E. p S-2.10
FL Registration No. 56158 1 -
PERMIT # OFFICi
Florida Pool Enclosures, Inc.
927 Hickory Street • Altamonte Springs FL 32701
Phone: (407) 260-2800 • Fax: (407) 260-6411
State Cert. Lie # SCC056689
Tuesday, February 02, 2010
POWER OF ATTORNEY
THE UNDERSIGNED HEREBY APPOINTS TAMARA MCPHERSON AS ATTORNEY IN FACE TO
APPLY AND RECEIVE A BUILDING PERMIT FOR THE FOLLOWING ADDRESS:
e;?b 1 7 w C /18
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.
Floe DelahozanidaPoolEnclo e
SCC056689
C
STATE OF FLORIDA
COUNTY OF SP &2a,_
THE FOREGOING INSTRUM N' WA CKNOWLEDGED THIS `'Z3 DAY OF
201V, BY 4,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
IDENTIFICATION.
ALLEN THO PSON
NAME OF NOTARY
ALLEN NEIL THOMPSON
Notary Public - Slate of Florida
My Commission Expires Jan 13,201
Commission # 00 748240
NOTARY STAMP
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org(web/re—web.seninole_county_title?parcel=31...
CFL;,DF'P L
DAvm J0HAWN. CFA,ASA
AT'
PROP:ERT,Y
APPRAISER
ArODUPn,r
11OM FIRsr sr
eANFaRD: FL32Tl1-1468
407- W7506
VALUE SUMMARY
GENERAL
VALUES
2011
Working
2010
Certified
Parcel Id: 31-19-31-527-0000-0580 Value Method Cost/Market Cost/Market
Owner: RODRIGUEZ ERVI N & Number of Buildings 1 1
Own/Addr: DE LA TORRE NORMA Depreciated Bldg Value $66,026 72,231
Depreciated EXFT Value $0 0MailingAddress: 289 MCKAY BLVD
Land Value (Market) $16,000 19,000City,State,2TpCode: SANFORD FL 32771
Land Value Ag $0 0PropertyAddress: 289 MCKAY BLVD SANFORD 32771
Just/Market Value $82,026 91,231SubdivisionName: CEDAR HILL REPLAT
Portability Adj $0 0TaxDistrict: S1-SANFORD
Exemptions: Save Our Homes Adj 1 $0 0
Amendment 1 Adj $0 0Dor: 01 -SINGLE FAMILY
Assessed Value (SOH) $82,0261$91,231
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 82,026 $0 82,026
Amendment 1 aajustment Is not apptkable to school assessment) Schools 82,026 $0 82,026
City Sanford 82,026 $0 82,026
SJW M(Saint Johns Water Management) 82,026 $0 82,026
County Bonds 82,026 $0 82,026
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 07/2004 05412 1090 $103,000 Improved Yes 2010 Tax Bill Amount: 1,833
CORRECTIVE DEED 07/2004 05395 1084 $100 Vacant No 2010 Certified Taxable Value and Taxes
WARRANTY DEED 0212004 05209 1033 $341,800 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 16,000.00 $16,000 LOT 58 CEDAR H LL REPLAT PB 63 PGS 96 97 & 98
BUILDING INFORMATION
Bid Num Bid Type Year BR Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Buiklin
1 SINGLE FAMILY 2004 6 1,264 1,680
Sketch
1,264 CB/STUCCO FINISH $66,026 68,244
Appendage / Sgft OPEN PORCH FINISHED / 16
Appendage / Sgft GARAGE FINISHED / 400
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. 71IfyourecentlypurchasedahomesteadedpropertyyournextyearspropertytaxwillbebasedonJustJMarketvalue.
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