HomeMy WebLinkAbout2200 Tulip Vally PtF; D ZO/J CITY OF SANFORD8
BUILDING & FIRE PREVENTIONd PERMIT APPLICATION
OD
Application No: / / Documented Construction Value: $
Historic District: Yes No
A"i atw
Job Address: a'
Parcel ID: —01)ty b Zoning:
An "% _ n --1 C-. ( , / 1 i
Description of Work:
Plan R view C ntact Person: ttCA-,V V I
Phone -mail:
11 j Guy\ C1 Y-'r- -Property Owner Information
j
Name r I I Phone:
Title:
Streeter 0 IPy al 1' Resident of property? City,
State Zip: 2 —7 r II
Contractor
Information Name
l I n" Em C 1- Phone: Z Ca a— Street: -
0' S a- FJ 0 —60 City,
State Zip: ) F • S- State License No.: Architect/
Engineer Information Name:
2 C Phone: Street:
City,
St, Zip: Fax:
E-
mail: Bonding
Company: Mortgage Lender: Address:
Address: PERMIT
INFORMATION Building
Permit Square
Footage: Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
New
Service — No. of AMPS: Mechanical
0 (Duct layout required for new systems) Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads:
Application is hereby made td; obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IlVIPROVEMENTS 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.
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
hermit is released.
V, wy'd' -u - f/
I
atu`re of
fOwn /
Agent ate
Swre
1(4 6rqCe--7
ner/ n '.
of otary-State o orida Date
ERI LEE SMATHERS
Notary Pubiic, State of Floridacomm. expires M12archOD760884
Bonded thru Ashton Agency, Inc.
Known-NMe or
Produced ID
A
1/0lvie
Si re of Contractor/Agent Date
Ate.
APPROVALS: ZONING: Abill 7•14 A UTILITIES:
of Notary -State of
TAMARA M. MDPHER$®N
Notary Public . State Of F19fi66
My comm. Expire& out 13, 1019
Commission Of DO 63,1461
Produced ID Type of ID
WASTE WATER:
to Me or
ENGINEERING: FIRE: BUILDING: Z z5sLoe--
COMMENTS: y V1 , 's P'c 1
Rev 11.08
Seminole County Property Appraiser Get Information by Parcel Number Page l'of I
PARCELIDETAiL
33 TRA4Te TRACT r * -1 1233
DAviDJoHPjsom, CFA. ASA 7 13
PROPERTY 40 a 14t42APPkAFIER41isg
43 44 .5
SEMINGLE COUNff FL.
16
L 17II01E. FIRST ST
SANFORD,FL3=11-114438
407-655-7508
T-CTCT
28 27 23 ?A 22 21 X17 1.13
VALUE SUMMARY
VALUES
2011 2010
GENERAL Workinq Certified
Value Method Cost/Market Cost/MarketParcelId: 32-19-31-520-0000-0010
Nuniber of Buildings 1 1Owner: GRACEYNICHOLE J & WILLIAM L &
Depreciated Bldg Value 117,010 133,670Own/Addr: TRIPP MARILYN G
Depreciated EXFT Value 0 0MailingAddress: 2200 TULIP VALLEY PT
Land Value (Market) 24,000 24,000City,State,ZipCode: SANFORD FL 32771
Land Value Ag 0 0PropertyAddress: 2200 TULIP VALLEY PT SANFORD 32771
Subdivision Name: TUSCA PLACE NORTH Just/Market Value 141,010 157,670
Tax District: SI-SANFORD Portablity Adj 0 0
Exemptions: 00-HOMESTEAD (2010) Save Our Homes Adj 0T— o
Dor: 01-SINGLE FAMILY Amendment I Adj 0 0
Assessed Value (SOH)l 141,0101 1.57,670
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 141,010 50,000 91,010
Amendment 1 adjustment Is not applicable to school assessment) Schools 141,010 25,000 116,010
City Sanford 141,010 50,000 91,010
SJWM(SaInt Johns Water Management), 141,010, 50.000, 91.010
County Bonds 1 141,0101 50,0001 91,010
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
SPECIAL WARRANTY DEED 07/2009 07239 0673 $190,000 Improved Yes
2010 Tax Bill Amount: 2,358
WARRANTY DEED 08/2008 07049 0461 $220,000 Vacant No
2010 Certified Taxable Value and Taxes
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 24,000.00 $24,000 LOT I TUSCA PLACE NORTH PB 72 PGS 69 70
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building
Sketch
1 SINGLE FAMILY 2008 8 1,905 2,630 1,905 CB/STUCCO FINISH $117,010 118,792
Appendage / Sqft OPEN PORCH FINISHED/ 25
Appendage / Sqft GARAGE FINISHED / 420
Appendage I Sqft OPEN PORCH FINISHED / 280
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed
Permits
INOTE: Assessed values shown are NOTcertffled values and therefore are subject to change before being finalized for ad valorem tax purposes.
I— If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
4—
h4://www.scpafl.org/web/re-web.seminole-Counbrjitle?parcel=3219315200000001 O&c... 6/14/2011
From:FLORIDA POOL ENCLOSURES 4072606411 07/25/2011 10:28 #628 P.001/001
MAY-31-20.11 1'0:80 AM P001&SPQDZ1Sn 4078049330
a
P.02
vr• swa r vvr r.rrw,r+eiMr W%7j orod%.• - ii 1• -
92T Hickory Street - Altamonte Springs, FL 32701 . Phone: (407) 2M2800 • Fax. (407) 280.8414
State Cart. LI0 If800058859
Order No. Customer Phone (Primary) (Secondary) - r
Date (Work) Mr. Mrs,
This Is a contrect:bstwesn Florida Pool Enclosures and
jP
the customer). who resides at: '
As used In this contract, the words salter, we, us, and our reAr to Florlds dal Rraoldburos and the *oft you, your and
buyer refer to the Customer. We agree to furnish all labor and material necessary to Instsli the following desoribgd:
0E8OR PTION OF WORK TO BE DONE: Permit yvNO Silrvsy< NO
ENCLOSURE: Starting Height 2 CcurC
size x Outside dimensions (Approx.)
Room Type
c Frame Color *Window / poor Color
Wall style Type
Hinge: (From outside Looking In) RI lit left Swing: In Out
ROOF: 3 x ",,,___ Thickness
Color :9 Type
Overhang: 12" Other
Fixture Seam
Gutter Color Down Spout Color _
Fascia Color
PLOT PLAN Permit Application
H.O.A. N.O.C.
ACCORDING TO FLORIDA* CONSTRUCTION LIEN LAW (SECTIONS 718.001-718.87, F
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND A
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAIN$'
PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS Tt
SUBCONTRACTORS SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPI
ARE OWED THE MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YCI
ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOF
CONTRACTOR MAY ALSO HAVE A LIEN AGAINST YOUR PROPERTY. THIS MEANS IF A
FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR
MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTI
HAVE FAILED TO PAY. TO PROTECT YOUR8ELF, YOU SHOULD STIPULATE 11
CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUII
PROVIDE YOU A WRITTEN RELEASE FROM NY PERSON OR COMPANY THAT HAS PRI
TO YOU A NOTICE TO OWNERd FLORIDA CONSTRUCTION LIEN LAW IS COMPLEX
IS RECOMMENDED YOU CONSULT AN ATTORNEY.
FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY FUND
PAYMENT MAY 09 AVAILABLE FROM THE FLORIDA HOMPOWNER'S CONSTRUCTION RECOVERY FUN LO8E MONEY
PROJECT PERFORMED UNDER THIS CONTRACT, WHERE: THE LOSS RESULTS FROM SPECIE LATIONS O DA LA
LICENSED CONTRAOTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILI CLAIM, CONTACT THE F RIDA
CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE: BER AND ADDRESS:
Division of Protaslons • ConstruaUon industry Licensing Board • 1940 North Mon St, Tallahassee, FL 328994089, no: -86(
Additional scar,; rvN TOT
0 OSIT WITH ORDER
LANOE 0UI-
T 8: -CAS FINANCING i CREDIT CARD
One full year labor guarantee Included / On each Job you spree to pay 113 on order, 113 on stark 113 on completion to Inol
j If afDar going through the normal channel of opersllona, you are dissatisfied or have any resohred problems, 'Ijpleasecallandaskformepersonally. Mike Delshox, President,
THE INSTALLATION WILL BEGIN ON OR AROUND AND WILL BE COMPLETE ON 09 ABOUT
IT 13 UNDiRST00D BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE T141 ESTIMATED COMPLETION
go ABOVIb CUSTOMER'S ABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER, STRIKES Oil OTHER LABOR 01
TIONS; NON,AVAILASILITY OF MATERIALS; ENGINEERING; PERMiTTINO; ACT$ 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 i
THIS CONTRACT 18 SUBJRCT TO F114AL APPROVAL OF FLORIDA POOL ENCLOSURES INSTALLATIONS MANAGEMENT AND FLORIDA
ENCLOSURES INSTALLATIONS RESERVES THE RIGHT TO CANCEL THIS CONTRACT WITHIN TEN (10 BUSINESS DAYS OR THE CON'
DATE OR AT ANYTHAG PRIOR TO START' OF WORK IN THE EVENT OUR ENGINEERINO OEPt DETERMINES THE JOB AS SOLD WILL N
AFFORD PROPER INSTALLATION.
Sales Rrpneentativr :. SW44Q
ERIDANOT
YOUR
WHO
WAVE
YOUR
EN IS
IBOR,
t MAY
THIS
0 TO
IT
I A,
BVA
STAT-
Itvat atV4drPA11 1I1111t1a Iil ililll l l 1
Permit
No. Tax
Folio No. 3 NOTICE
OF COMMENCE State
of Florida County
of Seminole 'd '"J
The
undersigned hereby AA no ictaf improvement will
be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement. of
property: (legal description of the MARYMIM
MORSE, CLERK W CIRCUIT CDURT SEMI GLE COLWy+ BK
07605 Rq 1`1, (109) CLERK'
S #1 201 1 0-78142 RECORDED
07/2.5/2011 01t13atL pH RECORDIN
S FEES 10. t10 76—,,-,
3_RECORDED BY T Smith and
street address if available) 2.
General description of improvement: I ICI 3.
Owner information- Name: N l Ch B Le Address:
l fo^31% b.
Interest in property: c.
Name and address of fee simple titleholder (if other than Owner) Address:
4.
Contractor Name: iiEkldtskut c.
Address: P D 11 f 5.
Surety Name Address:
Name:
L
I T.s•c. b.
Amount o9adhd: 6.
Lender: Name: Address:
b.
Lender's phone number: Ta.
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes: Name: ArlclreSt-
8.
a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor'
s Notice as provided in Section 713.13(l)(b), Florida Statutes. b.
Phone number of person or entity designated by owner: 9.
Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date
is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE
OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION
713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE
BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature
of Owner or Owner's Authorized O icer/Directo artner ges.r, Signatory' Title/Office The
foregoing instrument'was acknowle ged bef me this day of Zp t , (year) , by (name of person) as (type of authority, ... .
o trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) . TERI
LEE SMATHERS Notary
Puhlic, State of Florida SEAL)
My comm imoims March 08, 2012 CIN gnature
of Notary PublicOR Produced
Identification y EBondedAshtopAgenry,
InpcT(8 0) 51608 4854 PersonallKnown - Verification
pursuant to
Section 92.525. Florida Sta es: Under penalties of perjury, I declare that I have read the fc the facts stat
in ale true t e best of my kno edge and belief. Signature of Natural
Perso Signing Abov Rev. date 3/
2008
BOUNDARY SURVEY Description:
pp /
PREPARED FOR Lot 1, TUSCA PLACE- ,NORTH• PER V 1 IT #
MERCEDES, HOMES, .INC. according to the plat thereof as recorded in Plat Book 72 pages 69 thru 70 in the
LOT 1 IS ON PAGE 70 public records of Seminole County, Florida.
OFFICE
TRACT "E"
DRAINAGE, RETENTION
AND RECREATION
20.00'
CERTIFIED TO:
FBC Mortgage, LLC
and/or The Secretary of Housing and
Urban Development, his successors and/or
assigns, as their interests may appear
Nichole J. Gracey, William L. Gracey
and Marilyn G. Tripp
BDR Title Corporation
Fidelity National Title
0.2' N 89050'10" E 70.00'
13p• d ll
3
O
TRUSSED
CONI{RETE PATIO:
0 24.1' 5.9'
o 40.0'
ONE STORY
o CONCRETE BLOCK
o
I
c6
0
06
In
I 2.8'
I IIII,IIII
M
20.00'
0.6'
I COVERED
5.3' BRICK ENTRY
a
F-
v
OD GI o
U \
14.7' 16 " 20.0' a
1
CZ 3.2' BRICK • BRICK PAVERS;
WALK DRIVE
10' U.E.
P.C.
s 00•H oN'89°50'1.0.»;E.
v ;
45.Ob'" 19.
0" 4.0' CONC WALK
N ADDRESS: 2200
TULIP VALLEY POINT
P.I. N 89'50'10" E
M
0
0
O
O
TELEPHONE
RISER
CABLE RISER
W
LLU WCay
cz
tit 1rLOT
2 CM
Uj mLU
c_
aCz
O
M Q
V
d q
P.C.(FOUND) NAIL &
DISK LB
7143 C
4
NOTES: 1.
BEARINGS ARE BASED ON THE CENTERLINE OF
TULIP VALLEY POINT BEING N89'50'10'E. 2.
UNDERGROUND IMPROVEMENTS. ROOF OVERHANGS
AND FOOTERS HAVE NOT FLOOD CERTIFICATION 0'
5' 10' 20' BEEN
LOCATED. BASED ON THE FEDERAL EMERGENCY 3.
ELEVATIONS ARE BASED ON NATIONAL MANAGEMENT AGENCY FLOOD INSURANCE GEODETIC
VERTICAL DATUM OF 1929. RATE MAP, THE STRUCTURE SHOWN SCALE
1 "= 20' 4.
BUILDING TIES ARE TO FOUNDATION. 5.
BULDING TIES ARE NOT TO BE USED TO HEREON DOES NOT LIE WITHIN THE 100 CONSTRUCT
DEED OR PLATTED LINES. YEAR FLOOD HAZARD AREA. 0liREVIATIONS
GEND 6. BEARINGS AND DISTANCES SHOWN HEREON THIS STRUCTURE LIES [A ZONE 'X'. ARE
MEASURED AND PER RECORDED PLAT COMMUNITY PANEL NO. 120289 D090 F L.
B.—LICENSED BUSINESS UNLESS OTHERWISE NOTED. EFFECTIVE DATE: ARC —
ARC LENGTH MAP REVISION DATE: SEPTEMBER 28, 2007. SUBJECT
TO CHANGE) RH—RADOIUS A
DELTA (CENTRAL ANGLE) P.
C.—POINT OF CURVATURE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED P.
T.—POINT OF TANGENCY HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT P.
I.— POINT OF INTERSECTION INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE P.
R.C.—POINT OF REVERSE TITLE
VERIFICATION. CURVATURE
OO FOUND 1A ' IRON PIPE (LS 2005) *FOUND IRON ROD 0 FOUND IRON ROD FOUND CONCRETE MONUMENT D.&
U.E.— DRAINAGE &UTILIT01 YEASEMENT
THIS SURVEY YOT VALQ) UNLESS EMBOSSED REVISION DATE U.&
S.E.— UTILITY & SIDEWALK r
j l (
r • 191TH
THE, O'NA,URE AND RAISED SEAL OF A
FL. IDA L.CENSEO SURVEYOR AND MAPPER EASEMENT
LAND
SURVEYORS AND MAPPERS 1 0U.E.— UTUTY EASEMENT O.
E.— DRAINAGE EASEMENT 300 SOUTH RONALD REAGAN BOULEVARD ii 17LONGWOOD, FLORIDA 32750-5499 CENTERLINE
TELEPHONE (407) 830-9080 DGMlNICK F. CAVONE — PP,£SIDENT CONC—
CONCRETE FAX No. (407) 339-3636 FLORICA SUI?VEYOR & MAPPER -NUMBER 2005 RECERTIFIED
7-29-2009 FINAL
LOCATION 11-17-2008 FOUNDATION
LOCATION 09-25-2008 FORMBOARD
LOCATION 09-02-2008 STAKE
HOUSE 08-19-2008 FFE—
FINISHED FLOOR ELEVATION E—MAIL: CAVONE O CFLRR.COM I UC045E0 BUSINESS NUMC0? LB.5073 STAKE LOT 08-15-2008 BSL—
BUILDING SETBACK LINE W.O. STAKE LOT 2008-1809 W.O. STAKE HOUSE 2008—IG36 W.O. FORM CHECK 2008-1936 A:
C—AIR CONDITIONER PAD W.O. FOUNDATION 2008-2115 W.O. FINAL 2008-2481 W.O. RECERT 2009-518 v
MU: U: \-PLOT PLAN\TUSCA PLACE NORTH\LOT-1.DWG LOT by. GLENN
iU
0
o
L.L.
L.L.
O
1X2 O.B.
2X4 SMB
2X4 SMB
1X2 0.8.
cc
I
SUPPORT I
HOST STRUCTURE
I
I
j 7" SUPER GUTTER I
I I
2X2XO.045T--t mKNEE BRACEOO \ 24' R X .
N 24' VEVERT cy (T1P.
7 PLUS) N + \ (U.
N.o.) 2PURLLIN45 I gl
m
m N N
0(P
N N 2X2X0.045
1X2 O.
B. 38'-6'.
2X2X0.045
1X2 O.
B. N X
X
N N
2X2X PURLIN
2X2\
5.
PURLIN 2X2X0.
045
GIRT CABLE
BRACE o
m
m
n m
m
TYP. I p
V)) v) N o N
Xmo X X 2X2X0.045 X X I N+
N N CHAIR RAIL N N 7'-8'
7'-8' 7'-B' 7'-8' 1X2 O.
B. 1X2 O.
B. u) 2X4
SMB
2X4 SMB
m I
zO
2X4
SMB
a0 I
D
1X2
O.
B. SCREEN AREA
620 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 Job Number:
11237 Project Information:
William Gracey
2200 Tulip
Valley Pt. Sanford, FL
32771 Parcel ID:
Scale: Not
to Scale Date: 7/
8/11 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)
Girts
remain the same throughout the design, unless
othewise noted. 4) Dimensions
are to center of walls and members. Structural
Concepts
Design Engineering
J
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CQ)
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1x2 O.B.
lx2xO.o44 OPENBACK)
lx3 O.B.
1x3x0.044 OPEN BACK)
2x2 H. 20 H.
24 0A.044 HOL5-T5LOW) QIK34.044 OM
5AL 5OL
SELF -MATING BEAM
HALF -SHELL (AL 600545)
L
2x2 ANGLE
244.125 ANGLE)
AL 6005-T5
SELF -MATING BEAM (SMB) NAMING CONVENTION
MARK PROPER NAME
2X4 SMB 2x4x0.046x0.100 Self -Mating Beam
2x5 SMB 2x4x0.050x0.116 Self -Mating Beam
2x6 SMB 2x4x0.050x0.120 Self -Mating Beam
2x7 SMB 2x4x0.055x0.120 Self -Mating Beam
2x8 SMB 2x4x0.072x0.224 Self -Mating Beam
2x9 SMB 2x4xO.072xO.224 Self -Mating Beam
200 SMB 2x4xO.092xO.389 Self -Mating Beam
u
U-CHANNEL/RECEIVER CHANNEL
lx2xO.055 U-CHANNEL)
AL 6005-T5
2x4 H.
2x4xO.044 HOLLOW)
AL 6005-T5
FASTENER STITCHING ALONG TOP & BOTTOM
AT 24" O.C. SIZE OF SMS DETERMINED BY
DEPTH OF BEAM.
2X4 SMB - 2X7 SMB USES N100 x 0.75 S.M.S.
2X8 SMB • 2X10 SMB USES N140 x 0.75 S.M.S.
2"
SELF -MATING BEAM
ATTACHMENT (AL 6005 T5)
1 I
irS L
H-CHANNEL lx2 ANGLE
2x3xO.062 H-CHANNEL) (ix2x0.062 ANGLE)
AL 6005-T5 AL 6005-T5
13 ,_
DOORJAMB.
2x2x0.046 DOORJAMB) "Ic
AL 6005-T5 5%r
SELF -MATING BEAM (SMB) NAMING CONVERTION
SCALE: 3' - 1'-0'
COLUMN SCHEDULE
TRIBUTARY WIDTH 4.0 1 4.5 1 5.0 1 5.5 6.0 6.5 7.0
EFFECTIVE HEIGHT (FT.)
2x2 H 6.2 5.8 5.5 5.1 4.8 4.6 4.2 3.9 3.3
20 H 8.1 7.8 7.3 6.9 6.7 6.4 6.1 5.9 5.5
a924 H 9.0 8.7 8.2 7.8 7.4 7.0 6.8
2x4 SMB 13.9 13.1 12.4 11.8 11.3 10.9 10.5 10.1 9.8d17.2 16.2 15.3 14.6 14.0 13.5 13.0
2x6 SMB
2x7 SMB
19.6
22.0
18.5
20.7
17.6
19.7
16.7
18.8
16.0
18.0
15.4
17.3
14.8
16.6
14.3
16.1
13.9
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 28.0 27.1 26.2
SMB 41.5 39.9 3B.5 37.0 35.4 34.0 32.6 31.7 30.7O2x102x5TFB18.2 17.1 16.3 15.5 14.8 14.2 13.7 13.3 12.8U
2x7 TFB 24.2 22.8 21.6 20.15 19.7 18.9 18.2 17.6 17.1
2x9 TFB 32.8 30.9 29.3 27.9 26.7 25.7 24.8 23.9 23.2
THIS TABLE APPLIES l U BtAKINU a rvvrv•Dv.nlLv .,•c.•'
FOR HORIZONTAL WIND LOADS IN DESIGN. HEIGHTS
MAY BE INTERPOLATED BUT NOT EXTRAPOLATED.
PURUN SCHEDULE (UP TO 130 MPWEX
TRIBUTARY WIDTH 4.0 4.5 1 5.0 L 5.5 6. 6.5 7.0 7.5 8.0
EFFECTIVE 5P
2x2xO.044
m
8.0
13.7
8.0
13.1
8.0
12.8
8.0
12.4
8.0
12.0
8.0 7.9 7.7
11.1
7.5
10.8
2x3x0.060 15.3 14.7 14.3 13.8 13.4 12.9 12.4 11.9 11.4
2x4xO.050 17.0 17.3 16.8 16.1 15.8 15.1 14.4 13.7 13.0
CARRY BE MASCHEDULE FOR SCREEN ENCLOSURE ROOFS TRIBUTARY
WIDTH 8.0 112.0 120.0 12,t4.0 30.0 34.0 40.0 44.0 48.0 52.0 FFECTIVE
SPAN FT.) 6.
4 14.1 11.7 10.9 9.6 9.1 8.4 6.0 7.7 7.3 wM2x10SMB
20.
1 17.4 14.7 13.7 12.3 11.5 10.7 10.2 9.8 9.3 m5.
4 w31.
6 2.
4 20.4 23.
4 28.
7 17.
2 19.
5 24.
1 15.
8 18.
3 22.
7 14.
1 16.
4 20.
9 13.
2 15.
3 19.
6 12.
2 14.
2 18.
2 11.
7 13.
5 17.
3 11.
2 12.
9 16.
5 10.
7 12.
4 15.
9 f34.
3 31.6 26.6 25.0 22.7 21.3 19.7 18.8 18.1 17.3 42.
7 39.3 33.0 31.0 28.6 27.5 25.9 24.7 23.6 22.7 2x5
TFB 24.1 22.2 18.5 17.4 15.6 14.5 13.5 12.8 12.3 11.8 p
2x7 TFB 30.0 27.3 22.9 41.6 19.9 18.6 17.3 16.4 15.7 15.1 U
2x9 TFB 36.3 33.4 28.1 26.4 24.3 23.4 22.0 21.0 20.1 19.3 SPANS
MAY BE INItKFULAILU UUI NVI ---- CHAIR
CHEDULE TRIBUTARY
WIDTH 4.0 5.0 6.0 1 7.0 1 8.0 FECTIVE
SPAN (FT.) 2x2x0.
045 8.5 7.8 7.6 7.1 6.8 w
10.4 9.7 9.1 8.7 2x3x0.
060 12.7 11.8 11.1 10.6 10.1 2x4x0.
050 13.6 12.7 11.7 11.2 10.5 2x5x0.
050 15.0 13.4 12.2 11.3 10.6 BEAM
SCHEDULE TRIBUTARY
WIDTH 4.0 1 5.0 1 6.0 d 7.0 8.0 EFFECTIVE
SPA 2x4
SMB 20.4 18.9 17.3tl 16.0 114.9j w
27.3 24.4 22.3 2x6
SMB 31.B 28.9 26. 24.4 22.8 W
36.2 33.3 30.4 m
2x8 SMB 47.1 43.7 41.2 39.1 37.3 2x9
SMB 55.9 51.9 48.8 46.4 44.4 2x10
SMB 60.0 59.9 56.4 53.5 51.2 2x5
TFB 28.5 26.0 23.7 22.0 20.5 m
2x7 TFB 36.5 35.7 33.4 30.9 28.9 2x9
TFB 51.1 47.5 44.7 42.4 E6 1SPA
NQItl:
NS MAY
BE INTERPOLATED BUT NOT EXTRAPOLATED. 2. FOR
ANYTHING SMALL THAN A 2X4 O.E. A 2X2 OF 2X3) USE THE
PURUN TABLE TO DETERMINE SPANS. KNEE 'BRACE
SCHEDULE ENGT LENGTH
CITY. PER FLANGE 2x2xO.O44
UP TO 2' 2 3 2x4xO.
050
4' TO 6' 4 2x4xO.048
x 0.100 SMB V TO T 4 2x6x0.050
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.O.) 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. (Le. - BEAM LENGTH - (HALF DEPTH OF UPRIGHT I +
HALF DEPTH OF UPRIGHT 2). 3. KNEE
BRACE LENGTH SHALL NOT EXCEED WHAT IS GIVEN IN THE KNEE BRACE
SCHEDULE (Le. 8' IN HORIZONTAL OR VERTICAL DISTANCE) UNLESS
THESTTE•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 S. CHAIR
RAILS THAT ARE ATTACHED TO UPRIGHTS THROUGH THE WEB OF
THE UPRIGHT INTO EVERY AVAILABLE SCREW BOSS OF THE CHAIR
MIL. MAY BE USED AS GUARD RAILS IN SCREEN ENCLOSURES PROVIDED
THAT THEY ARE SET AT A HEIGHT OF BETWEEN 18" &
48' AND THAT THEY SPAN NO GREATER THAN WHAT THE
CHAIR MIL SCHEDUIF 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: O.15':
MULTIPLY SPAN BY 0.83 OR FASTEN SELF -MATING BEAMS TOGETHER ®
12" O.C. 15.201:
MULTIPLY SPAN BY 0.78 OR FASTEN SELF -MATING BEAMS TOGETHER ®
12' O.C. 20.25':
MULTIPLY SPAN BY 0.74 OR FASTEN SELF -MATING BEAMS TOGETHER
0 B' O.G 25'-3O:
MULTIPLY SPAN BY 0.71 OR FASTEN SELF -MATING BRIMS TOGETHER
0 6' O.C. General Structural
Notes v - r
r
CWE1RAI.
DRAWING
NOIF3: m O)
N a.. 0
DO NOT
SCALE DRAWINGS, USE DIMENSIONS PROVIDED. TYPICALLY. IN THE CASE OF DIMENSIONALCONFUCT. ARCHITECTURAL DIMENSIONS GOVSTRUCTURAL ERN OVER
0ZC
1 ` DIMENSIONS.TYPICkUy- COMCTOR
SHALL COORDINATETHE5T0.lK7L1RAL DOCUMENTS w/THEARCHTTKTURAL MECHANICAL- ESECITUCAI.PWMBIN4&CMLD000MONO. fC6D SHALL BE M OR OMISSION• IS-
O NFIED
IN WRITING
OF ANY DISCREPANCY OTI THE STRUCTUREISSTABLEONLYINInCOMPLETEDFORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY pNTEAAHEDIATFSTAGEf OF CONSTRUCTION f1HM1 of L DESIGNED. FURNISHED. & INSTALLEDBYTHECONTRACTMTYPIGLLY. C 00700BUILDNG CODES: 3
2 O \ FLORIDA BUILDING CODE -
2007 EDITION w/2009 SUPPUMENn LIT V 00500 STRUCTURAL OI
SICN CRRERIA: THE STRUCTURE HAS
BEEN DESIGNED INACCORD WITH THE BUILDING ODE AND/OR MORE RESTRICTIVE REQUIDM RENif FOR ROAMAS GIVEN BELOW UNREST SPECIFIC AREAS OF 10 v 0
THE
DRAWING
SPECIFICALLY
CALL FOR L>BHRFNT LOADING CRITERIA.V V GRAVITY LOADINGIS
TO BE UNIFORM NN.OJ ROOFS•SLOPE 4'.
12': 20 PSF(REDIKIDLE) IS, C ^' WIND
LOADING
PER
FLORIDA BUILDING CODE L BASK WIND SPEED
M - 130 MPH P SECOND GUST 0 EXPOSURE CATEGORY .'
B• WIND LOAD 04PORTANCE
FACTOR (B - 0.77 r 0 INTERNAL PRESSURE COEFFICIENTS
NIA (OPEN STRUCTURE) 0 O . COMPONENT& CLADDING PRESSURES -
114 PIT OAAXJ A , V '- SCREEN FRAME
WALL
w/GUARDRAIL i018/FT INANYDIRECTIONto 200 LB. CONCENTRATED LOAD MA-RCHVER IS GREATER) r- .2GUARDRAIL• O LL LuOIOSIDRAWINGDUAENSIONSAND
COORDINATION: 01 OES TO DIMENSIONAL
INFORMATION. PERKING. ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIIIE SET OF CONTRACT DOCUMENTS. COORDINATE THE 0.EQUITO FROM APPROVEDSHOP DRAWINGSTOSUPPLEMENTCONTRACTDOCUMENTSWHERENECESSARY. REPORT ANY DISCREPANCIES COF ALL PROFESSIONALS. USE
INFORMATION
THE ARCHITECT PRIOR TO PROCEEDING,
L 01100 SCOPE OF SERVICE
STRUCTURALCONCEPTS & DESIGN . LLC AS
THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURALL COMPONENTS ENGINEER. AS DEFINED BY THEDEPARTMENTOFPROFESSIONALREGULATION' a REQVBtTU. HIS v' SHOWN IN THIS SET OF
STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY SERVICES MUST COMPLY WITH THE
SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENT` w D p 020DO FOUNDATIONS: C.
EOSECHNICAL DATA
AND RECOMMENDATIONS
HAVE BEEN NOT BEEN PROVIDED AT THE TIME THESE DRAWNGSWERE ISSUED. BASFPONSIMILARPROJECTSINTHEARE&THE O W l FOLLOWING FOUNDATION SYSTEMWILL
BEUSBD: 01 Q SHALLOW STRIP AND SPREAD
FOOMWWALLOWABLESEAWNG. 2MPST• TO BE VERIFIED BY GEOTECHNKAL
ENGINEER PWORTO CONSTRL TON) VU `V 02200 FAKTIRTKMK: C r CONTRACTOR
SHALL DEWATER SITE AS
NECESSARY. SO THAT ALL CONCRETE CAN BE PLACED IN THEDRY. ALL BACKFU SHALLBE ACCOMPLISHED USING MATERIAL COFCKTOdG OF THE BACKFILL SHALL BE COMPAC7EDTO 95%OF MAXIMUM DENSITY AS DETERMINiD BYASTM 32 W CRUSHED STONE AND/OR MATERIAL APPROVEDBYTHEGEOTECHNICALENGINEER. D-I557. NO BMKFIU MATERIAL SHALLBEPLACEDAGAINSTWALLSWHICHDONOTHAVEPERMANENTFLOORSATTHETOP AND BOTrOMVAIN= PROVISIONS FOR ADEQUATE BRACING IN ACCORD WITH GFOTFOINICAL ENGINEERRKOMMENDAMOMTOMMNTANDOTTING7F. V TEMPORARY BRACING OF
THOSE WALLS. PROVIDE
ADEQUATE EXCAVATION FOOTINGS.UMUM AND OTHE0.IMPROVDMD7Tf INASAEECONDITION.
E H 03100 FORMWORK. CONTRACTOR SHAD. DESIGN AND
ERECT FORMWORK
IN STRICT COMPLIANCE WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIROMENTS. CONTRACTOR SHALL SHOWN ON THE STRUCTURAL DRAWINGS ARF701DENT1FYDESIGNRdTFNTONLY.THESPECIFlC 7 Q) E j a COORDINATE
ALL OPENINGS
AS
REQUIRED
FOROTHERTRADES- OPENINGS WHERE DIMENSIONS AND LOCATIONS SHALL BE FURNISHEDORCONFIRMEDBYTHETRADEREQUIRINGTHEOPENNG, PROVIDEOWAFOU AT ALL CORNERS IN CONCRETE MEMBERS STRENGTH TO SUPPORT ALL DEAD LOADSPLUSAMNIMUMOF50PSFOFNfUNTILCONCRETEADINTIONALCONST0.UCTION LOoREMAIN IINPLACE
IATTREQAIUTARIEMENOUGHT. V 3200 MAIC0.FTE REINFORCEMENT: WORK
SHALL
BE IN ACCORD WITH
AO 318-02. AC1318R-02, ACI 315.99. AC1318-02. CBS: 'MANUAL OF STANDARD PRACTICE! 20DI. CRSI'PACNG R13NFORCI NG BARD 1997. WIRE 2. BARS SHALL ONFORMTO ASTM SPECIFICATIONA615(SI). W1 r Q. 0.flNFORCFMENT INSITRliF'MANUAL
Oi
STANDARD
PRACIICFSTRUC7IJRAL WELDED WIRE REINFORCEMENT. GMDE60. WELDED WIRE FABRIC SHALL CONFORMTOASTMM85. CONCRETECOYat REQUIRED KFOLLOWS: y A CAST AGAINST EX OSE D
o EARTH ORWEW3' B. FORMED. EXPOSED TO F/JiTFH
O0.LVEAtERso 2• (/6 & IARTGR) US' aS & SMALLS) 4t V'1
d C. SLAP
AND WMIS: NO EARTH
OR WEATHER FJD'OSImE
P,'(nl 65MALLLIT 3 HOUR FIRE RATING AND LESS
LENGTHS SHALL BE AS FOLLOWS: UNLESS
OTHER I" CONDITIONS ARE SPEOFLYSMOVN LON THE DRAWINGS.V ILA' IL APSALL RAP SPLICE SHALL BETENSIONCLASS'BIOLI 3. UPEKE LENGTHS BALL BE SHOWN ON STOP DRAW0I3.
3. USE GENERAL HOOK BAR DEVFLOPMENiLENGTHS UNLESS SPECIAL CONFINEMENTCONDITIONSAREATISFIEDINACCORDWITHAO318. 03300 CAMIN-PLACE CONCRETE v 7 0 SNEST TO
BE MIXED AND PLACED
IN ACCORDANCEWITH
ACI
301.99. ALL REINFORCED CONCRETE TO HAVE 20 DAY COMPRFSRFN07M AS FOLLOWS, (ALLSTRIICTURALflFMENiS BE Fe - 4.000 PI UNLESS NOTEDOTHERVAS11- Q. SHALL
FOUNDATIONS: Fc - 3.000 f51 a@ V
S
y0360E GROUT: GROUTING IS CLASSIFIED AS -
PRECISION GROUTINCl FOR
SUPPORT OF
OPERATING MACHINE BASES, EQUIPMENT SUBJECT TOTHE0.MAL MOVEMENT. AND BASE PATES. BEARING ALL OTHER GROUTING MAY BE'ORDINARY GROUTING'. METALLICADCRECATE GROUTMAYBEUSEDV- PUTES. AND EXPANSION BEARINGS EXCEEDING B• IN LEAST
DIMENSION.
ONLY IN INTERIOR APPLICATIONS NOT EXPOSED TO VIEW INFINISHEDBUILDINGAREAS, USE ORDINARY CEMENT GROUT ONLY WHERE SPECIFICALLY NOTED AS'CEMENT GROUT' R WALLC CONFORMTo CN31=40WHEN MIXED TO FLUID CONSISTENCYOF22TO25ONDETALPOUSEWNON-SHRINKGROUT FORALL AL RTHERFOCATIONS. PSTRENCISION
ON EBEBAS V Z CEMENTGRAUF. 1.000PR NON.SHRINKGROUT: 5.000
PSI E_ O pUp1N PRECISION
GROUT: 6.5w PSI a
04220 CONCRETE
UNIT
MASONRY: U C W REINFORCEDCI -02AND
ALLAPPLICABLELADDER LOCALORIDING ALL MASONRY
CONSTRUCTION
TO BEIN
ACCORDANCE WITH ON FOR CONCRETE
MASONRY M C 90, N ANDREINFORCED . TYPE UNITS CONFORMING TOAO C C ENTIRELY MASONRY BIDXXNS- ALL
To .C-ALL MASONTEDRY THE
JOB) INFOCODEPROVISIONS.REINFORCING LOCATEDALLBELAIDINANDBiAND12ALLMASOVET
MASONRY REINFORCING LOCATED MORTAR I PSIONGAUGE DOVETAIL OR TIED TO FRAMEWITH16GAUGECONTWUOUSDOVETMSIOTANDQGAUCG: DOVETAIL CONTINUOUSONByTIE .MECOY COLUMN MEMBERS CONSTRUCTION TO BE EITHERBOUND BYTE
BEAM. TIE COLUMN MEMBERS0. ANCHORSPACEDISIVO.C. TOP AND TWO VERNAL SIDES). m04230REINFORCEDUNITMASONRY: CONCRETE ALL REINFORCED MASONRY CONSTRUCTION SHALL BE
IN
ACCORD WITH APPLICABLE PROVISIONS
OFCONCRETERaNFOPGDMENT.C. DEPTH PLUSLACE STANDARD MEMBERS A CLASS'B' LAP UNGTH RUS 3'OR TALL DEPTH PUSASTASONRYU5SuFQ- MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE 0.
OF
WITHINRE1NFORCFDMASONRYSHALLBE48BARDAMETERS.
CONTRACTORSHALLCOORDINATEPLACINGOFDOWELSTOACCOMMODATEMODULEOFMASONRYlIN1TS.All WITH COARSE GROUT CONSISTING OF XODO PSI CONCRETE WITH /8 COARSEAGGREGATE USEHWA+SWMP d VERTIGLL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED SUPERFIATICRFD)WHERE HEIGHTOFLEFTEXCEEDSS-0'. WHERE HEIGHT OF OPENCELLEXCEEMS-0`. USE HI AWnGROUTING TECHNIQUE WHICH REQUIRES A CIFAN.OUT ALL WALLSTO BE REINFORCED WITH 15 BARS SPACED AT48' O.C. MAX VERTIAS.TYP• NN.OJ U OPENING AT THE BOTTOM OF ALL CEUS. Y ICY L c )oBNo.: Ni1-034 r DRAWN BY: TLW
4 '
I '
R " '
F s w CHECKED BY:
RCS s 405 LLGSUITEI
sP1u
0
ROVED BY: RCS ALT4 OA C.O
2*
ZZ DATE: o7rosnl SHEET S 1.0t
S{ W: P . NGfe A,\- f)
KNEE BRACE LENGTH VARIES (SEE SECTION VIEW)
TABLE)
BRACE
10xW S.M.S. EACH SIDE
QUANTITY FROM TABLE)
KNEE BRACE ATTACHED
USING STANDARD 0.050•
H-CHANNEL.TYP.
BEAM TO COLUMN
S- SCALE: I K' - I'4r
6'-0• MAX.
SM.B. BEAM (SEE
SCHED. FOR SIZE). TYP.
H-CHANNEL (MIN. %—T'F K)
w/ (7) /14x)S' SM.S. p4) T AL -
BEAM TO BRACE. TYP.
2.4 SM.BI BRACE -MIN. \'
UPRIGHT & DIAGONAL
SAME SIZE).
HANNEL (MIN. 0.044 THK)
w Q) ' S.M.S. (14) TOTAL
B TO BRACE. TYP.
4) /12x2' S.M.S. - lx2 0-0-
To SUPER GUTTER TYP.
4) 012xY4- S.MS.. TYP.
zo
HOUSE FASCIA
IOxK` SMS. FASTENED
THROUGH 27f2".V ANGLE
EACH SIDE (QUANTITY AS
SHOWN) /IWS S.MS.(FORUPTO2x7)OR
14xY,' S.M.S. (FOR 2x8 OR
HIGHER) FASTENED THROUGH
2'x2W ANGLE & INTO UPRIGHT
QUANTITY FROM TABLE)
HOUSE WALL
IOx1S' SMS. (FOR UP TO 2x7) )i•0x2Yi' CONCRETE ANCHOR
OR /14xYi S.M.S. (FOR 2x8 OR (QUANTITY FROM TABLE)
HIGHER) FASTENED THROUGH )(•
SPLICE PLATE & INTO UPRIGHT GUTTER REINFORCEMENT BRACKET TO BE PLACED
QUANTITY FROM TABLE) EACH BEAM LOCATION & CUT ® 6` IN LENGTH. ALSO
LOOKOUT ARM TO BE PLACED IN BETWEEN EACH BEAM LOCATION &
CUT 0 3- IN LENGTH
NOTE: SUPER GUTTER SIZE MAY BE S' OF 7'
NUMBER OF GUSSET PLATE
SCREWS
UPRIGHT SIZE 2x4 2x5 2x6 1 2x7 2x8 2x9 2x10
QTY. OF SCREWS 16 18 20 24 26 1 30 1 30
NUMBER OF FASTENERS TO
ANGLE CUP
UPRIGHT! 2x4 2 S 2x6 2x7 2x8 2x9 2x10
QTY. OF SCREWS 3 4 S 6 1 7 1 8 1 9
LOOKOUT ARM
2 CONNECTION DETAIL
5-2.1 SCALE:1W a 1'-v
SEE BEAM/COLUMN
FOR DETAILS
SM.B. BEAM (SEE SCHED.
FOR SITE). TYP.
T
lx2 O.B. (OPTIONAL)
Y. I
3) /14xY,' S.M.S. (TYP.
EACH STRAP & EACH SIDE)
2k2St)i' ANGLE y
EACH SIDE. TYP.
EACH LEG TYP. •• 4 SCREWS
SUPER GUTTER —
1`x5W ANGLE x 4' LONG —
EACH BEAM. TYP.
2.0 DOLLOP OF CONSTRUCTION
ADHESIVE 0 5' O.C.
O.0 EENTI LENNGTTH SCREWGLAG, GUTTER4`
SECURE FASCIA TO EACH RAFTER
TAIL w/ (1)Y.•0x4' LONG PAN HEAD
LAG SCREW BEFORE ATTACHING
SUPER GUTTER.
FASCIA TO BE 2x6 (MIN.) S.P.F.
CEDAR IS NOT ACCEPTABLE)
STRUCT. GRADE 2' (MIN)
TRANSOM UPRIGHT TO SUPER GUTTER CONNECTION
SCALE: US• a I'-T
x2 O.B. (OPTIONAL)
3) n4xY4• S.M.S. 9W.
EACH STRAP & EACH SIDE)
4) /12x2' S.M.S. - Ix2 O.B.
TO SUPER GUTTER TYP.
4) /12x%' S.MS„ TYP.
2' T2 W ANGLE —
EACH SIDE. TYP.
S.M.B. BEAM (SEE
SCHED. FOR SIZE). 1) Y•0x2' LONG LAG SCREW ® 24'
TYP. O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER
S.M. 8) /14x';' SMS„ 4 SCREWS TAIL./ (1) J:"Ox4• LONG PAN HEAD
EACH LEG LAG SCREW BEFORE ATTACHING
SUPER GUTTER SUPER GUTTER.
IS.SW ANGLE x 4' LONG
FASCIA TO BE tab (MIN.) S.P.F.
CEDAR IS NOT ACCEPTABLE) EACH BEAM. TYP. STRUR. GRADE 2' (MIN.)
2'0 DOLLOP OF CONSTRUCTION
SCREWADHESIVEONGn4x2•S.M3. DEAC05'O.C. ET1D`TYP.0
Kill
12` O.C. (MAX.) BETWEEN BEAMS
r7AT_ SECURE FASCIA TO EACH RAFTERTAIL w/
1) Yx'Ox4' LONG PAN HEAD LAG SCREW
10.% SMS ® BEFORE ATTACHING SUPER GUTTER
24. O.C„ TYP.
y CONT. BEAD OF CONSTRUCTION
Y CONT. ADHESIVE. TYP. T•TMiANGLE ALTERNATE OPTIONALTERNATE
ROOF BEAM TO SUPER
3 GUTTER CONNECTION
S-2.1 SCALE; %' a 1'-T
4p5 pU L 6/lVElVUE. lox . i .rwm.u.r
TEL
No. O tDA GO F10
S e!Saogg( 4
EL ssl i t . D•ND Sf
E Toe No.: #11.034
00
DRAWN eY: T
Abo CHECKED BY: RCS
APPROVED BY: RCS
ZnM DATE: 07/05m
A -I SHEET
S-2.1
MANSARD BEAM SPAN DEFINITION
BEAM LENGTH
I I
SPAN REFERENCED BY BEAM SCHEDULE
45° KNEE BRACE LENGTH SEE
u
oC
SITE -SPECIFIC LAYOUT FOR SIZES j
FLAT BEAM SPAN DEFINIIIUN 1
SPAN REFERENCED BY BEAM SCHEDULE
SLOPED BEAM SPAN DEFINITION
tl 1 BEAM SPAN DEFINITIONS
2.2 SCALE: x' . rA'
i10x2' S.M.S. EACH SECONDARY
MEMBER FASTENED INTO
SCREW BOSSES, TYP. SECONDARY MEMBER
IIOxW S.M.S. FASTENED
PRIMARY MEMBER ® 24' O.C.. TYP.
ELEVATION
PRIMARY MEMBER TO
SECONDMEM ARYBERALE:
lx' 1'-0' STANDARD
PURUN Y100x3'
SMS SHOWN CONNECTING PURLIN TO
ROOF PERIMETER VIA INTERNAL SCREW BOSS.
U-CHANNEL CUPS MAY ALSO BE USED 2x2x0.
045 PURUN (MAY (INTERNAL OR EXTERNAL) w/ (2).100xO.S BE
SLOPED OR FLAT) SMS FASTENED ON EACH SIDE OF PURUN. UPRIGHT
24
H UPRIGHT SHOWN. BUT UPRIIxlxg'
x2' LONG ANGLE " " BASED O SHOULD
N
SELECTED
BATED
ON 'COLUMN SCHEDULE' EACH
SIDE. TYP. ..N.i''`` OR BY ENGINEER OF RECORD ON A SITE -
SPECIFIC DESIGN. 1
GUTTER TO FASCIA CONNECTION 2)
910.4' S.M.S., 2 SCREWS NOT SHOWN FOR PURPOSES OF EACH
LEG, TYP. PURUN FASTENED TO COLUMN/POST SIMPLIFICATION. w/ (
4) #101- SAS. (EACH LEG) USING USE
IIOxIx' S.MS. 824' Y.
THANK FIAT BAR BENT TO FIT 6D53•
T6 ALLOY) O.
C. TO CONNECT TO lx2
O.B. TO 2x3 OR 2x2 SIDEWALL
POST/COLUMN TO PURLIN
CONNECTION DETAIL S_
2. SCALE: Ix' a 1'4r QUANTITY
OF SCREWS BEAM
SIZE REQUIRED
B
SCREWS x'
MIN. AND E10XY'
S.MS. OF BEAM IS 2x4-2x7) 2' MAX SPACING OR
Y14xY4 S.M.S.(FOR 2x8 OR LARGER)
FASTENED INTO x' ° ° GUSSET
PLATE ON INSIDE OF ° ° BEAM
EACH SIDE (QUANTITY FROM
TABLE) VARSFS
I
o BEAM
Q,.,
C i°
3 L2x4-
2x6 12 2x7
16 2x8
18 2X9
20 2X10
22 LENGTH
OF SPLICE PLATE BEAM
SIZE 2x4
N. 2x5
10 IN. 2x6
12 IN. 2x7
141N. 2x8
16 IN. 2x9
18 IN.' 2x10
18 IN. 4
MANSARD SPLICE CONNECTION 2.
2 SCALE: Ix* - 1'.D' GUTTER
REINFORCEMENT SYSTEM NOT SHOWN ' FOR
PURPOSES Of SIMPLIFICATION. THIS SYSTEM SHOULD
BE SPACED EVENLY ACROSS GUTTER AT A MAXIMUM
SPACING OF 60% T IS NOT REQUIRED NOTES:
1.
THISCONNECTION 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 IS NOT REQUIRED.
THE UPRIGHTS NEED TO BE SPACED SUCH THAT THE SPAN
BETWEEN THEM DOES NOT EXCEED WHAT THE ROOF PERIMETER
MEMBER CAN SPAN ACCORDING TO THE REAM SCHEDULE'
TABLE. 3.
THIS TYPE OF CONNECTION IS USED TO BREAK UP THE SPAN OF THE
ROOF PERIMETER MEMBER- IF THE ROOF PERIMETER MEMBER
IS LARGE ENOUGH TO SUPPORT THE SPAN ON ITS OWN O.
E. A 2X4 SMS 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 I-
X2•X0.046' U•CHANNEL CUP USED FOR ATTACHING
UPRIGHTTO THE ROOF PERIMETER-
EXTERNAL IS SHOWN. BUT INTERNAL
U{LIP 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)f100xD5' SMS IN EACH
FLANGE OF THE ANGLE (SIMILAR TO WHATS
SHOWN). MITERED
BASE IS SHOWN AND ISTYPICAL BUT IS
NOT REQUIRED. U-CHANNEL STYLE CUP MAY BE
ADDED FOR AESTHETIC REASONS BUT IS NOT
NECESSARY FOR STRUCTURAL REASONS. 2) /
1004.5- SMS FASTENED INTO UNDERSIDE
OF ROOF PERIMETER 1'
X2'X0.046' U-CHANNEL CUP USED FOR ATTACHING
UPRIGHT TO THE ROOF PERIMETER-
EXTERNAL IS SHOWN. BUT INTERNAL
U-CLIP MAY ALSO BE USED. SUPER
GUTTER SIZE OF SUPER GLITTER
IS INCIDENTAL TO THIS CONNECTION
DETAIL 4) /
10OX0.5- SMS FASTENED THROUGH
BACKSIDE OF UPRIGHT
INTO SUPER- GUTTER TO
BE PLACED AT THE UPRIGHTS. SIDE
VIEW FRONT VIEW fie_! mom (
FROM INSIDE CAGE - WITHOUT PURLIN SHOWN) 5
NON -LOAD BEARING TRANSOM WALL CONNECTION L
SCALE: lx' - 1'-0' 9j/
nOxY• S.M.S. OF BEAM IS R
LARGER) I /14x' S.M.S. (FOR 2x8 OR IARGEW EACH
SIDE (QUANTITY FROM TABLE) MANSARD
BEAM TO 6
UPRIGHT CONNECTION SCALE:
1x' a 1'4r QUANTITY
OF #10 FASTENERS REQUIRED UPRIGHT
SIZE 2x4
2x5 2x6 2x7 2x8 I 2x9 2x10 2x4
N/A I N/A N/A N/A N/A I N/A N/A 2x5
3 4 4 4 N
2x6 5 7 9 9 2x7
7 10 14 14 2x8
9 13 X24247 19 20 m
2X9 it 16 25 27 2x10
13 19 31 1 34 QUANTITY
OF B14 FASTENERS REQUIRED UPRIGHT
SIZE 2x4
I 2x5 I 2x6 20 1 2x6 I 2x9 2x10 2x4
N/A N/A I N/A N/A N/A N/A N/A 2x5
3 3r 3 3 3 3 3 N
2x6 5 6 6 7 6 6 7 2x7
7 9 9 11 10 12 12 2x8
7 10 9 12 11 13 14 m
2x9 9 13 12 15 15 17 19 2x10
11 16 16 19 19 22 25 v
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lo8 No.: #11-034 r
WDRAWN BY: TLW r
CHECKED BY: RCS 7714
APPROVED BY.. RCS No
5 G° crogglro:
PA Ir3t
nNO: 5, DATE:
07105AI 0
SHEET Ja
J-G.G I\
A
SEE TABLE FOR QUANTITY AND
EMBEDMENT Of FASTENERS
SEE TABLE FOR QUANTITY AND EACH SIDE AP.)
w
EMBEDMENT OF FASTENERS
EACH SIDE (TYP.)
n _..M...
PLAN
YI0 CONCRETE ANCHOR w/ 1'
Ix2 O.B. BASE PLATE EMBEDMENT INTO CONCRETE
FASTENED A MAXIMUM OF 48'
O.C.
SCREEN ENCLOSURE MAY SIT ON TOP '
OF PAVERS AS LONG AS THE MINIMUM
CONCRETE EMBEDMENT SPECIFIED IN
THIS DETAIL IS ACHIEVED
Ix2 O.
2'.2W
x F lMF0.5 REOUIRED
MIN. UANTITY OF SPECIFIED FASTENERS
FASTENERS TO UPRIGHT FASiENERS TO DECK
UPRIGHTSIZE I0S.M.3. /145.M.S. 1/4'0 TAPCONS 3/8'O TAPCONS
2x2 H 2 2 1
2x3 H 3 2 1 1
2x4 H 4 4 2 1
2x4 S.M.B. 4 4 2 1
2x5 S.M.B. 5 4 2 1
2x65.M.B. 6 4 3 2
2x7 S.M.B. 7 6 3 2
2x8 S.M.B. N/A 8 4 3
2x9 SM.B. N/A 9 4 3
2x105.M.B. N/A 10 N/A 4
Z Z ry ry
MIN. EMBEDMENT DEPTH NCH
2'12'.0.125' ANGLE
EACH SIDE (TYP-)
Ix2 O.B. BASE PLATE
d a
C S
SEE TABLE FOR QUAffY AND
2S254.125' ANGLE
NTw
EMBEDMENT
OF FASTENERS EACH
SIDE (TYP.) n
PLAN UP0.
1GHiY.'
0 CONCRETE ANCHOR w/ 1' EMBEDMENT
INTO CONCRETE FASTENED
A MAXIMUM OF 48' O.
C. I
lox)
S' S.MS. EACH SIDE (TYP.) SCREEN ENCLOSURE MAY SIT ON TOP ELEVATION QUANTITY
FROM TABLE) OF PAVERS AS LONG AS THE MINIMUM ELEVATION
CONCRETE EMBEDMENT SPECIFIED IN ISOMETRIC
THIS DETAIL IS ACHIEVED MAIN
COLUMN UNDER BEAMCONNECTION ql COLUMN CONNECTION SCALE:
IW - 1'4r w/
lY' EMBEDMENT INTO ELEVATION CONCRETE (
TYP.) EAVE
MIL ED
Ix2
O.B. O.
B. TOP PLATE 2x2x0.
045 HOLLOW CHAIR
RAIL Yi
0CONCRETE ANCHOR AIOx1K SAS. FASTENED EVERY
16. O.C. (TYP.) w/
IYi EMBEDMENT INTO CONCRETE (
TYP.3 10xK• S.M.S. (QUANTITY AS
SHOWN) (TYP-) 1x2
O.B. BASE PLATE CONCRETE
ANCHOR EMBEDMENT
INTO 4CRETE
FASTENED A .. e• . VMUM
OF 48' O.C. 4•
FRONT
WALL TO SIDE WALL IDA'
S.M.S. EACH SIDE (TYP.) QUANTITY
FROM TABLE) ISOMETRIC
COLUMN9SIDE
WALL CONNECTIONWALL CONNECTIONTYPICAL
KUV t Sty I Ivn 4EEEOOF
BRACING PLAN T.
S. 1.
ROOF BRACING MAY BE PLACED IN EITHERTHE FIRST OR SECOND ROOF SECTION
ON EACH SIDE CIF 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 2k2'
x0.125• ANGLE EACH
SIDE (TYP.) THIS
TYPE OF BRACKET IS PLACED WHERE - THERE
IS NO PRIMARY UPRIGHT OR BEAM ATTACHING
DIRECTLY TO THE SUPER GUTTER
THIS IS TYPICALLY IN BETWEEN PRIMARY
MEMBERS. FASTENER CONFIGURATION
SHOWN ISTHE METHOD REQUIRED
FOR PROPER ATTACHMENT. A-
000NCRETE ANCHOR-/ V EMBEDMENT INTO
CONCRETE FASTENED A MAXIMUM OF BRICK
PAVERS 48' O.C. (MUST PASS THROUGH PAVERS AND EMBED
INTO CONCRETE BELOW) ix2
O.B. BASE PLATE --- FRONT
ELEVATION REFERENCE
COLUMN TO DECK FASTENER REQUIREMENTS
TABLE FOR QUANTITY AND BRICK
PAVERS EMBEDMENT OF FASTENERS (ALL FASTENERS MUST
PASS THROUGH PAVERS AND EMBED INTO
CONCRETE) SIDE
ELEVATION 2
COLUMN TO DECK w/ BRICK PAVERS 5-
2.3 SCALE: % a 1'4r GUTTER
REINFORCEMENT BRACKET INTO
SUB -FASCIA J /
1--•o.125• THINK GUTTER J
SUPERGUTTER (fYPICAy WIDTH OF REINFORCEMENT BRACKET THIS TYPE OF BRACKET IS PULED WHERE A PRIMARY SUPER
GUTTER D INCIDENTAL TO UPRIGHT OR BEAM IS ATTACHING DIRECTLY TO SUPER THE
STRUCTURAL INTEGRITY OF GUTTER FASTENER CONFIGURATION SHOWN IS THE THIS
ATTACHMENT DETAIL METHOD REQUIRED FOR PROPER ATTACHMENT. ANGLE CUPS
FROM PRIMARY MEMBERS ARE ALLOWED TO BE HELD
BY SAME FASTENERS. r`
SUPPER GUTTER CONNECTION TO HOST STRUCTURE SCALE:
Us - ro NOTES:
1.
FASCIA SHOWN IS A PLUMB CUT FASCIA IF THE FASCIA IS SQUARE CUT (PERPENDICULARTO THE ROOFPITCH) THEN THE SUPER GUTTER MAY HAVE SOMETHING BEHIND IT (I.E. -L-ANGLE' OR WOOD
WEDGE) TO KEEP IT PLUMB. THIS COMPONENTISINCIDENTAL TO THE STRUCTURAL INTENTION
OF THIS DESIGN. 2.
FOR A RUN OF SUPER GUTTER THAT NON -LOAD BEARING, THE MAX SPACING OF THE 3' REINFORCEMENT
BRACKETS IS 60'. 3.
FOR A RUN Of SUPER GUTTERTHAT 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 CONVENFIONALWOOD 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 0.25'0X1.25-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. PURPOSES 5.
RAL
MEMEN
THE SU PER ERS
ATTACH TGOO IT) THUTTER EN TH FASTENERShBEING USEDFORUATTACH TO THE IFASCIA MUUSSTPENETMTET INTO THE
SUB•FASCIA AT A MINIMUM OF 1 IN. EMBEDMENT. Q Y
N
m
JOB
NO.: #
11-034 c DRAWNBY:
TLW C wCHECKED
BY:
RCS 6C0 m4 APPROVED
BY: RCS r DATE:
07/05A] 711911 P' 7
i SHEET
R05o11 =
S_
2.3 nst,E_ 6rtFo¢¢ins. .E. OIL`
Ln
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n
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0.060" THY, PL
BEAM MAY BE FU
OR SLOPED
4) d12x3/4" S.N
EACH MEMBE
2) N12x2W S.M-S
END. TYP. (U.N.O.)
200.045
DIAGONAL BRACE
204.045
DIAGONAL BRACE
TYPICAL ROOF BRACE TO BEAM CONNECTION
SCALE: IX' a V4r
WAY,' WOOD SCREW SPACED
BETWEEN STIFFENING ELEMEN
NO GREATER THAN 18 IN. CC
STIFFENING ELEMENTS ARE'
SPACED AT A MAXIMUM 48'
NOTES:
1, MW'125' ANGLE MAY BE USED IN LIEU OF (OR IN ADDITION TO) THE 010.3' S.M.S.
ATTACHMENT AND MAY BE ON TOP 00. BOTTOM OF THE ATTACHING FRAME MEMBER. THE
SPACING AND TYPE OF FASTENERS WILL REMAIN THE SAME AS STATED IN THIS DETAIL EACHFASTENERWILLBEONTHESAMEPLANEFOREACHOPPOSINGFACE (FLANGE) Of THE 2x2 ANGLE
2. SUPER GUTTER IT 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 Q.E. SELF- MATING BEAM ETC.) PROVIDED THE PRIMARY STRUCTURAL
COMPONENT IS SUPPORTED PROPERLY IN ACCORDANCE WITH THE DETAILS W THE SEALED
ENGINEERING PACKAGE.
PUFLUN IS ATTACHED TO THE PRIMARY
MEMBER VIA THE STANDARD' PRIMARY
TO SECONDARY' METHOD (TYPICAL)
STANDARD /IDxY.' S.M.S. FOR
SELF -MATING BEAM
WOOD
10x3' S.FASTENER MAY BE PLACED ANYWHERE
ALONG M.S.THE 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 IL— SUPER GUTTER A-- PRIMARY BEAM: 2x6 SMB IS SHOWN BUT ANY
TO STRUCTURAL INTEGRITY OF THIS STIFFENER FRAME MEMBER MAY BE USED AND MAY BE
ATTACHMENT ATTACHED ANYWHERE ALONG EITHERTHE
FACE 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.
7r/mmma IN
SUPPORT STRUCTURE MAYBE ANY OF THE
FOLLOWING PROVIDED IT HAS ENOUGH
SURFACE AREA FOR THE CONNECTION TO BE
COMPLETE:
e. %' PLYWOOD a ia' O.S.B.
b. C.M.U.
c STANDARD ALUMINUM CARRY BEAM
FRAME MEMBER USED IN THE
FABRICATION OF SCREEN ENCLOSURES.
ROOF PURLIN 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:
Ix2 O.B.. 2x2 H, 2x3 H. 2x4 H. 2x5 H
1. QUANTITY OF FASTENERS ATTACHING TO BEAM
ARE TO BE DETERMINED USING THE FASTENER
TABLE. TYPE OF FASTENERS WILL BE 010 S.MS. FOR
BEAM SIZES BETWEEN 2X4.2X7 6. 014 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' CENTEP TO -CENTER
FROM EACH OTHER.
3. FASTENERS MAY BE ARRANGED IN ANY PATTERN
PROVIDED THE MINIMUM CITY FROM THE TABLE IS
MET ALONG WITH THE ABOVE MENTIONED
SPACING REQUIREMENTS.
NOTE: U-CHANNEL MAY BE USED IN LIEU OF W ANGLE
CUPS ON EITHER SIDE OF THE BEAM AS LONG AS
THE THICKNESS OF THE U-CHANNEL BEING USED
15 GREATER THAN OR EQUAL TO THE THICKNESS
OF THE BEAM TO WHICH IT 15 ATTACHING.
ROOF
1. QUANTITY OF FASTENERS ATTACHING TO BEAM
ARE TO BE DETERMINED USING THE FASTENER
TABLE. TYPE OF FASTENERS WILL BE 010 S.MS. FOR
BEAM SIZES BETWEEN 2X4.2X7 6I14 S.M.S. FOR.
BEAM SIZES 2X8 - 2XIO.
2. 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 CITY FROM THE TABLE IS
MET ALONG WITH THE ABOVE MENTIONED
SPACING REQUIREMENTS.
STRAIGHT BEAM TO SUPPORT STRUCTURE
N.T.S.
2x24.125- CUSTOM BENT
2x2xD.125' CUSTOM BENT ANGLE BRACKET (SEE NOTE /3)
ANGLE BRACKET (SEE NOTE 01) O
ANGLE BEAM TO SUPPORT
4 STRUCTURE
N.T.S.
NOTES:
1. ACUTE SIDE OF BEAM MAY BE NOTCHED TO ALLOW FOR THE 2X2X0.125' CUSTOM BENT
ANGLE BRACKETTO SLIDE 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 INSTALLING 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 PRIOR TO THE INSTALLATION OF THE
OBTUSE SIDE OF THE BEAM.
2. IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED. THEN A
SECONDARY 2x24.125' ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND CITY
OF FASTENERS SHOULD REFERENCE THE ROW LADLED 2.2 H IN THE 'FASTENER
REQUIREMENTSTABLE
3. A CUSTOM BENT 2x2x0325' 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
n. aTRIk IRF FASTENERREOUIREMENTS
MIN. QUANTITY OF SPECIFIED FASTENERS
FASTENERSTOBEAM I FASTENERS TOCMU FASTENERS TO WOOD
110S.M.S. i14S.M.S. 1/4-OTAPCONS 3/8'0 TAPCONS 010 WOOD SCREW Y14 WOOD SCREW
2 2 1 1 2 1OSJA.S.
3 3 1 1 3 1
4 4 1 1 4 2
4 4 1 1 4 2
5 5 2 1 5 3
6 6 3 2 6 4
2x7 SM.B. 1 7 7 4 2 7 5
2x8 S.M.B. 8 8 4 3 8 6
2x9 S.M.B. 9 9 5 4 9 7
2xID S.M.B. 10 10 6 s 1 10
K
8
n n o 0
MIN. EMBEDMENT DEPTH NCH
miucturi ceP
i
405 6 u
TE1407 • F
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077 051
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CHECKED BY: RCS
APPROVED BY: RCS
r DATE 07105AI
p SHEET
d
S-2.4
0
F-
FIGURE 8 LOOP
10OX0.75' S.M.S. QUANTITY SHOWN IS THE MINIMUM
7' 'V in -_ PLATE
REQUIREMENT. MAX SPACING BETWEEN FASTENERS IS 2'
WITH THE MINIMUM SPACING BETWEEN FASTENERS AT O O LLO O
lb0.75'. IF THE COMPONENT THAT THE CABLE IS BEING
ATTACHED TO 15 CONFIGURED IN SUCH A WAYTHAT
PREVENTS TWO PERPENDICULAR ROWS. THEN ASECOND O
ROW OR COLUMN OF FASTENERS MAY BE ADDED
PARALLEL (BUT NOT COUNEAR) TO THE DEFAULT ROW OR
COLUMN OF FASTENERS AT ALTERNATING SPACING.
45'
t15'
Ix2x0.125 ANGLE IS TO BE USED IN
THE CASE WHERE THE TRIANGLE C THICK CABLE WITH APPROVED
PLATE IS LESS THAN i'4' THICK LOOP ATTACHED TO THE EYE BOLT
STAINLESS STEEL WELDED EYE BOLT WITH
ONE STANDARD NUT ON THE BOTTOM SIDE
ENTSLNGCOMPONENTSFRAMINGCOMPONENTS SHOWN AND TWO STANDARD NUTS ON THE TOP OF
THE TRIANGLE PLATE A SINGLE LOCK NUT MAY
FOR PURPOSES ONLY BE USED IN PLACE OF THE TWO STANDARD
NUTS ON TOP
TRIANGLE PLATE TOP ATTACHMENT
LT SHOWN FOR
RATIVE PURPOSES
S:
TWO PRESSED PRESSED EYELET SLEEVE
d °
EYELET SLEEVES (SHOWN AFTER BEING MECHANICALLY PRESSED 4 4 °
e
4
SED ALUMINI
SLEEVE
CK STAINLESS
CABLE
LOOP E(TYPICAL)EwrrH ARP
d 4
84
4 °
4 ° 4
s-
44 e° e
4
44
de
SLEEVE ANCHOR (TYPICAL) \V
CAMELBACK TO SIDE DECK
CABLE WITH APPROVED
OCABLE WITHOPS
APPROVED
d ° 44
WOx3' (L) TAPCON
ONLY) e 4
e °
a 4
e °
d °
d
4 e
4
IF LOOP OF CABLE LARGER THAN d
WASHER FLANGE OF TAPCON THEN
AN ADDITIONAL LARGER FLANGED
DOUBLE WASHER IS REQUIRED
SINGLE CONCRETE FASTENER TO SIDE DECK
p CABLE WITH APPROVED
LOOP (TYPICAL) O LOOP (TYPICAL)
e d 4
ed
d e °
d d
4 "
4
d ° 44
CABLE CONNECTION NOTES: 4
e
1. TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR A SCREEN WALL BRACED ON ONE SIDE BY A HOSE y,'Dx1Y.' (L) TAPCON OR °
CALCEULATED VALTHE TOTALUE TOTHECLOSESTWHOLEUMBERANDSUBTRACTONE. UAREFOOTAGEOFTHEBRACEDWALLAND ISINTENDEDTDE BY 250. OUNDTHE ONOTHAVEA
SLEEVE
ANCHOR (TYPICAL) ° CABLE
ON A WALL THAT IS LESS THAN 250 S.F. EXAMPLE:
430S.F./250=1.72 -> ROUNDS TO2->2-1=ICABLE FLAT BAR TO SIDE OF DECK EXAMPLE:
230 S.F. / 250 - 0.92 -> ROUNDS TO 1-> 1.1 = 0 CABLES 2.
TO DETERMINE THE QUANTITY OF CABLES NEEDED FOR AN LIND RACED SCREEN WALL TAKE THE TOTAL SQUARE FOOTAGE
OF E WALL AND DIVIDE BY 250. ROUND THE CALCULATED VALUE TO THE WHOLE
NUMBER AND MULTIPLY BY 2E. IT
IS
REQUIRED THAT AN UNBRACED SCREEN WALL HAVE AN EQUAL AEI. AMOUNTOF
CABLES OPPOSING EACH OTHER. EXAMPLE: 535
S.F. / 250 - 2.14 -> ROUNDS TO 2 -> 2.2 = 4 CABLES (2 PAIRS OF OPPOSING CABLES) EXAMPLE: 780
S.F. / 250 = 3.12 -> HOUNDS TO 3 -> 3.2 = 6 CABLES (3 PAIRS OF OPPOSING CABLES) WM 6063ATL6ALUMINUM ANYONE OF
THE MAYBE USED. FIELD _ O DICTATE
THE
TYPE OF ATTACHME NT USED ANAD MAY ATTACHMENTS D ICALLY
FROM THE RIGINAL DESIGNINTENT. 'nits HASNOBEARINGONTHEDESIGNORTHESWILL
E AND
THEREFORE 5
ALLOWED TO E DONEE.. AS LONG AS ONE OFFTTHE APPROVED A HMENT DETAOF THE ILSUTILIZED.
O B
O
4.
CABLES
MAY ATTACH THROUGH PAVERS AS LONG AS THE MINIMUM CONCRETE EMBEDMENT OF 1 Y.' U ACHIEVED BY
UANG A LONGER TAPCON 5. MINIMUM
CONCRETE EDGE DISTANCE FOR ALL CONCRETE FASTENERS IS 2 V. FLAT BAR PLATE 6. CABLES
SHOULD BE AT A 45• ANGLE TO THE VERTICAL UPRIGHTS (1:151. CABLE ATTACHMENT
DETAILS S_ N.
T.S. L) TA
ANCHOR CAMELBACK
TO
TOP OF DECK 0 STAINLESS
STEEL 8 B CAMELBACK
CLIP
BRACKET v PCON
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STtic
rlitAt`4iQNG1 5 ;, oB No.: #11.034 1 W DRAWN
BY:
TLW CHECKED BY: RCS
M 4053d5 3B2e
f1PPROVEDBY: RCS
C.\ •'• W 2716 07105AI
N
o SHEET 3_
2.5 C '
ns, I. bertRE, FL
10.
56L46 r
css` l1111111
E3
1xlx0.046 PICKET PROFILE
SCREEN ENCLOSURE
UPRIGHT
PICKET SPACED SO A
TAPCONS SPACED
36, O.C. MAYL
2x2x0.125' ANGLE ATTACHED FROM
FLOATING PICKET BASE TO SCREEN
ENCLOSURE UPRIGHT WITH (2)
100x0.51SM5. ® EACH FLANGE
STANDARD CHAIR
RAIL GIRT
1x1.0.046 PICKET
NOTES:
I. THIS METHOD MAY BE INCORPORATED INTO ANY ALUMINUM
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
HOUSE).
2. THE SIZE OF THE CHAIR RAIL (AKA GUARD RAIL) MAY BE
CHOSEN FROM THE GIRT SCHEDULE
3. BRICK PAVERS MAY BE UNDER THE 1x2 O.B. SOLE PLATE AS LONG
AS THE TAPCONS ATTACH TO THE CONCRETE TOOTER OR DECK
UNDERNEATH THEM MEETING THE MINIMUM EMBEDMENT
REQUIREMENTS OF l Y.'.
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U.
1-
t
2
i
LL
ISOMETRIC
MEW FROM INSIDE)
1100x2' SMS. FASTENED
r ,
IN BETWEEN EACH PICKET
T100x1.5' SMS. FASTENED
NTO SCREW BOSSES OF lx1
PICKET BOTH ENDS. TYP.
SCREEN ENCLOSURE
UPRIGHT
1xlx0.046 PICKET PROFILE
SCREEN ENCLOSURE
UPRIGHT
STANDARD CHAIR
RAIL CART
lx2 O.B. FASTENED TO
THE CHAIR RAIL GIRT
i100x2' SMS. FASTENED
IN BETWEEN EACH PICKET TAPCONS SPACED
18' O.C. MAX
L Ix2 O.B. FLOATING PICKET BASE (MAY
ALSO BE AN EQUIVALENT STANDARD
CHANNEL OR STANDARD GIRT
i MEMBER)
lx2 O.B. FROM SCREEN
e ENCLOSURE
0.25'0 TAPCON (OR CONCRETE
ANCHOR EQUIVALENT) EMBEDDED
125' INTO 25W P.S.I. CONCRETE
SECTION "A -A" FOUNDATION
RETRO-FIT PICKET INTO SCREEN
1 WALL (FLOATING PICKET BASE)
5-2.6
N.TS.
1a4 CONT. IN SOLID GROUTED
8' KNOCK -OUT COURSE. TYP.
1100x1.5' SMS. FASTENED
1rAT0 SCREW BOSSES OF IXl
PICKETT (BOTH ENDS TYPICAL)
100x0.5' S.M.S. FASTENED THROUGH
U
100xr S.M.S. FASTENED IN
THE 1X2 ANGLE TO THE 1X2 O.B. AT BETWEEN EACH PICKETT
EACH PICKETT LOCATION AND IN II IBETWEENEACHPICKETTII
ed. e
ISOMETRIC
MEW FROM INSIDE)
PICKET SPACED SO A STANDARD CHAIR
4' SPHERE CANNOT RAIL GIRT
PASS THROUGH A
STANDARD CHAIR
RAIL GIRT
lx2 O.B. FASTENED TO
THE CHAIR RAIL GIRT
IXIx0.046 PICKET —_,w 100x2' SMS. FASTENED
IN BETWEEN EACH PICKET
e
A /100x0.51 S.M.S. FASTENED THROUGH Ix2x0.046 ANGLE
THE 1X2 ANGLE TO THE 1X2 O.B. AT
EACH PICKETT LOCATION AND IN
BETWEEN EACH PICKETT
NOTES: lx2 O.B. FROM SCREEN
1. THIS METHOD MAY BE INCORPORATED INTO ANY ALUMINUM ENCLOSURE
FRAMED SCREEN WALL (INCLUDING FRAMED IN OPENINGS IN A
A,NCHOR
025'0 TAPCON (OR CONCRETE
HOUSE).
2. THE SIZE OF THE CHAIR RAIL (A GUARD RAIL) MAY BE INTO 2500 PS.I.ICONCEMBEDDED
CHOSEN FROM THE CART SCHEDULE
3. BRICK PAVERS MAY BE UNDER THE 1.2 O.B. SOLE PLATE AS FOUNDATION
LONG AS THE TAPCONS ATTACH TO THE CONCRETE FOOTER
OR DECK UNDERNEATH THEM MEETING THE MINIMUM SECTION "A -A"
EMBEDMENT REQUIREMENTS OF 1 A'.
RETRO-FIT PICKET INTO
2 SCREEN WALL (lx2 ANGLE BASE)
5-2.6 N.T.S.
8-CMU SET IN RUNNING
BOND w/ HORIZ. LADDER
REINF. ® 16.0.C., TYP.
m 4 VE0.T. w/STD. HOOK BOTTOMEgo, 32' O.0 IN SOLID GROUTED
CELL, TYP. IF DOWELS ARE USED,
PROVIDE 24' MIN. IAP.TYP.
4' NOMINAL CONCRETE SLAB (2500 PSI
FINISH GRADE MIN.) w/ W6x6-W W.W.F.F.
SEE CIVIL DWGS. ER REINFORCINGMID -DEPTH 00. FIBER REIN
344 CONT. BOTTOM e•
w.14 ® 24' O.C.
TRANSVERSE, TYP. REBARCONC3' IfI 1I B•
VAPOR BARRIER (OPTIONALvJ
MIN. CONCRETEMIN COVER--j--- F00. SCREEN ENCLOSURES)
C 36'MIN.IAPSPLICE LLNOTE: PROVIDE VERT. RELIVE. EQ. EQ. COMPACT SUBGRADE T095%MODIFIED
ALL WALL ENDS. CORNERS, 6. PROCTOR AND 2,000 PSF. TYPICALLY•
INTERSECTIONS, TYP. N•N.O.) 2 C
COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.OW PSF. TYPICALLY. TY P I C AL
5 SECTION @ CMU WALL 6 TURNDOWN SLAB FOOTING
5-2.6 SCALE: - 1'-V 5-2.6 SCALE Y' - 1'-D'
SPAN OF 50'-0' MAX. POOL ENCLOSURE ROOF
2500 PSI MIN.
CONCRETE STRENGTH
FINISH GRADE -
SEE CIVIL DWGS.
l 245 REBAR CONT. w/ CORNER
BARS AS REQ'D. PROVIDE 3' MN.
NOTE:
MIN. CONCRETE COVER 636-MIN.
DIMENSIONS MAY LAP SPLICE, TYP.
BE SWITCHED COMPACT SUBGRADE TO 95% MODIFIED
PROCTOR AND 2.000 PSF, TYPICALLY.
TYPICAL CONTINUOUS
7 PERIMETER FOOTING
5-2.6 LESCAYI - P.o' MAX.
POOL ENCLOSURE ROOF SPAN OF 50'4' POST
EMBEDDED INTO CONCRETE
12- MIN. 2500
PSI MIN. FINISH
GRADE CONCRETE
STRENGTH SEE
COIL DWGS. I
5
REBAR x 12' LONG 24'
0 MIN. OR
1'-Bkl'-8' COMPACT
SUBGRADE TO 95% MODIFIED PROCTOR
AND 2.000 PSF. TYPICALLY. 3
TYPICAL ISOLATED FOOTING 5-
2.6 SCALE Y.' - 1'-O' SIZE)
NOMINAL
CONCRETE SLAB (25W PSI MIN.)./ 6x6•
W1.4xW1.4 W.W.F. ® MID -DEPTH OR FIBER 3NFORCING (
POLYPROPYLENE FIBER -1.5 POUND N.
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 16
MODIFIED PROCTOR
AND 2,000 PSF. TYPICALLY. 4
POST/CONCRETE SLAB DETAIL 5-
2.6 SCALE Y.-- I'-0' MAX.
POOL ENCLOSURE ROOF SPAN OF 40'4' 0:
111/! 405
UE sum :; TM 40 Sa;
Do =
00
E N O
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JOB NO.: #11.034 v
j DRAWN BY: TLW AO
CHECKED BY: RCS 1 /
p
APPROVED BY: RCS D
0 NO.znrl M DATE: 07/O5/11 SHEET
A00 .
S-2• 6 IwHch4n,:.,vE .
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LL.
NONSUPPORT WALL (TYPICAL BOTH SIDES) TOP GIRT TO BE
NO LESS THAN A 244.044 HOLLOW PATIO MEMBER SOLID
ROOF SHALL BE FASTENED INTO TOP GIRT USING A #100 S.M.S.
IN COW UNCTION WITH A 1S 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
18'O.G
2'40' (EXAMPLE DIMENSION ONLY) IF ETHER
END OF THE ROOF PANEL IS UNSUPPORTED
THEN THE MAX SIDE OVERHANG S EQUAL
TO HALF THE OVERALL WIDTH OF THE ROOF
PANEL
4.O' (EXAMPLE DIMENSION ONLY)
OVERALL WIDTH OF ROOF PANEL)
LENGTH OF SUPPORT WALL)
SUPPORT WALL (SEE NOTE 12)
SOLID ROOF SHALL BE FASTENED INTO HEADERGIRT USING A
100 S.M.S. IN COW UNCTION WITH A IS' NEOPRENE WASHER
WITH A LENGTH SUFFICIENT TO PENETRATE THROUGH THE
DEPTH (THICKNESS) OF THE ROOF AND THE THICKNESS OF
THE FLANGE OF THE HEADER GIRT OR CARRY BEAM. THE
SPACING ALONG AN ELITE ROOF SHALL NOT EXCEED 8. O.C.
AND ALONG A PAN ROOF SHALL NOT EXCEED 4' O.C.
THIS SIDE IS TYPICALLY ATTACHED TO A HOST SUPPORT
STRUCTURE. FREE-STANDING SOLID ROOF STRUCTURES
REQUIRE SITE -SPECIFIC ENGINEERING. A FREE STANDING
SOLID ROOF STRUCTURE 15 DEFINED AS BEING UNSUPPORTED
BY A HOST STRUCTURE ON BOTH ENDS OF THE SPANNING
0.00E PANELS FOR 60%%% (OR GREATER) OF THE OVERALL
LENGTH OF THE SUPPORT WAU-
NOTES:
1. THE PLAN VIEW IN THIS DETAIL SHOWS AN ELITE COMPOSITE ROOF BUT THE
SAME RULES APPLY TO AN ALUMINUM PAN ROOF UNLESS OTHERWISE NOTED-
2. THERE ARE TWO TYPES OF WALLS: SUPPORT WALLS AND NON-SUPPORT WALLS.
THE SUPPORT WALL WILL CONSIST OF A HEADER GIRT SUPPORTING THE SOLID
ROOF THAT CAN EITHER RUN CONTINUOUSLY ACROSS THE ENTIRE LENGTH OF
THE WALL WITH INTERMITTENT SUPPORT FROM COLUMNS (SEE INDEPENDENT
POST TO CARRY BEAM' DETAIL) OR BE BROKEN UP TO SPAN BETWEEN THE
SUPPORT COLUMNS VIA BEING INTERNALLY FASTENED INTO SCREW BOSSES
THROUGH THE WEB OF THE SUPPORT COLUMNS (SEE -PRIMARY MEMBER TOLS (A.K.A SIDE WALLS) ARE
NOT
SECONDARYEDTO SFUPPORT THE ROOF AND THEREFORBER! DETAIL). EUSED ARE NOT REQUIRED TO
MAINTAIN A HEADER GIRT.
1
7
SOLID ALUMINUM ROOF PLAN
S-2. / N.T.S.
ALUMINUM PAN (3' RISER) SPAN TABLE
PAN TYPE 3'x12'X0.024' 3'xl2k0.030' 3'xl2'x0.050'
EFFECTIVE SPAN (FT.)
100 11.011010.8 11.7 13.7
lo-i120
9.8 109 12.8
123 9.5 10.8 12.6
130 9.2 10.5 12.2
NOTE:
THE ELITE ROOF SPAN TABLES WERE PRODUCED IN ACCORDANCE
WITH THE ALLOWABLE LOADS GIVEN IN THE FLORIDA PRODUCT
APPROVAL OF THE ELITE ALUMINUM CORPORATIONS
COMPOSITE ROOF PANEL THE FLORIDA PRODUCT APPROVAL
NUMBER FOR THIS ROOF PANEL PRODUCT IS FL47561-RI.
CARRY BEAM/HEADETI
COMP. ROOF SPAN
GIRT SCHEDULE FOR COMPOSITE ROOFS ONLY
4 5 6 7 1 8
EFFECTIVE SPAN
I(
FT.)
12 14 16 20
2X2 H 7.6 7.1 6.5 6.0
8.4
5.8
8.2
5.6
7.8
5.4
7.5
5.2
7.3
5.0 4.6 4.3 4.0
6.9 6.4 6.0 5.6
2x3 H
2x4 H
10.7
11.6
9.9
10.7
9.1
9.9 9.1 8.9 8.5 8.2 7.9 7.5 7.0 6.5 6.1
2X5 H 74.4 13.4 12.5 12.0 11.4 11.1 10.6 10.3 9.9 9.1 8.6 8.1
w
F 2x4 SMB 12.4 11.6 10.9 10.2 9.5 9.0 8.6 8.2 7.6 7.2 6.7 6.3
2X5 SMB 15.4 13.2 13.5 12.5 11.7 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
La. 2x7 SMB 1 17.9 16.4 15.2 1 134 127 121 1104..091105..79
2xM 25.5 23.6 22.3 21.2 214. 9 18.8 18.1 194.
4
1171..62
SMB 28.0 259 245 23.3 22.1 0
6.7
19.8 18.9 18.0 76.8 15.6 14.8
32.4 30.4 28.9 27.7 23.0 21.9 20..
092x9
0S 34.8
ALUMINUM CORPORATION COMPOSITE ROOF SPAN TABLE (Al CORE DENSITY FOAM) IFL00.mA PRODUCT APPROVAL OR7561-RIIELITE
ROOF & SKIN THICKNESS 3k48k0.024' 3'x48'x0.03W 4'x48'xO.024' 4k48k0.030' 6'x48k0.024' 6'x48k0.030'
33'-3'
1 00 B 21'-7' 24'-9' 23'-1' 26'•T
24 5' 26' S' 30.6'
p QV 100 C.110 B 19'-5' 22'-9' 21-3'
19'-T 22'-6` 24'-6' 28'•3'
no C,120 8 78'•2' 21'-1'
19'-3' 18'•2' 20'•10' 22'-W 26'•8'
Z v 120 C, 138 B 15'•6'
15'-0' W-W 16'•3' 77'-5' 20'-2'
130 C,140 B
CORPORATION COMPOSITE ROOF 5PAN TABLE (N2 CORE DENSITY FOAM) IITORIDA PROD1UCr APPROVAL IFL7561Ai1ELITEALUMINUM
ROOF & SKIN THICKNESS 3'x48k0.024' 3x48'x0.030' 4k48k0.024' 4k48k0.030' 6k431'-6'
4' 6'x436'W
0'
36'4'
ZO
100 B 23'-1' 27'-2'
24'41'26'-11'
25'1' 29'-3' 31'-6'
29'-0' 33'-5'
O
N
700 C. 8 21'-2'
23'-2' 21'-8' 25'•7' 28'-6' 31'-1'
W
Z
110 C, 120 8 19'-7'
18'-1' 21'-2' 191-11, 22'-9' 24'-8' 2B'•3'
120 C,130 8
16-3' 130 C,140 8 W-W
INSERT w/ CHAIR RAIL
16
2 SCREEN INSERT ELEVATIONS
J N.T.S.
t k
a T7d
w-
EE
0 sx
0
C
O
t
Z
I00x4' S.M.T. FASTENED THROUGH
COMPOSITE ROOF INTO UP OF SUPER
Vd E
GUTTER 6 SPACED EVENLY AT A
MAXIMUM OF 8' O.C.
V
w
f]
SUPER GUTTER IS' OR 77 ATTACHMENT OF SUPER
GUTTER IS NOT SHOWN FOR ILLUSTRATIVE PURPOSES.
m
O'
SEE INDEPENDENT DETAIL LABELED'SUPER GUTTER
CONNECTION TO HOST STRUCTURE'
d
O
GUTTER STIFFENER SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. SPACING AND ATTACHMENT
IN NOTE /3 IN THE DETAIL
Y K
DETAILS LOCATED
LABELLD'SUPERGUTTERCTNHNECTIONTO
HOST STRUCTURE'
TOP OF
T-p -j,1Y3LjJWt{i1U,' *(
U
1 1_
i
OBNO., #11-034
DRAWN BY: TLWCOMPOSITEROOFTOO'
CHECKED BY: RCS3SUPERGUTTERCONNECTIONti
S `N=FL APPROVED BY: RCS
JS-2. / N.TS. 4p20 cLAj'AVENUE SURER 4 a!
Al O . F
Lv
F ORID GOA .1 µDATE: 07/05/11
U SHEET
2.7jllQ• P p
fL egmclali8 I- 11111,
111\
I—
HOST STRUCTURESEENOTE /1)
ALUMINUM L-ANGLE
USED AS A SPACER
1004.75' S.M.S.
HOST STRUCTURE
It
100x0.75'S.M.S. FASTENED
FATTENED ®B• O.C. (
SEE NOTE 1'1) 3• ®B' O.C. (SEE NOTE 14)
COMPOSITE ROOF
RECENERCHANNEL
FASTENER TYPE AND SPACING
DETERMINED FROM TABLE NAMED
BEAM TO HOIST STRUCTURE
4 FASTENER REQUIREMENTS' (SEE NOTE
3)
3•
FASTENER TYPE AND SPACING
COMPOSITE ROOF RECEIVER DETERMINED FROM TABLE
NAMED 'COMPOSITE ROOF TO 2- #100.0.75• S.M.S.
CHANNEL (SEE NOTE /4) HOST STRUCTURE FASTENER FASTENED 0 8' O.C.
TABLE' (SEE NOTE /3)
COMPOSITE ROOF TO FACE OF HOST STRUCTURE
COMPOSITE ROOF TO FACE OF HOST STRUCTURE
COMPOSITE ROOF TO HOST STRUCTURE CONNECTION
c 01Irn I0F FACTFNFR REOUIREMENTS
v
MAXIMUM SPACING OF SPECIFIED FASTENERS INCHES
FASTENERS TO BEAM FASTENERS TO CMU HOST FASTENERS TO WOOD HOST
ROOF THK. N10 S.M.S. 814 S.M.S. 1/4"O TAPCONS 3/8'O TAPCONS N10 WOOD SCREW #14 VVOO SCREW
3• B 12 18 24
6 8
4" 6 8 12 18
8 12 4 6
5'
6•
4 6
4 6 8 12 4 6
Q Q LA N
z z
MIN. EMBEDMENT DEPTH INCHES
NOTES:
1. THE TERM HOST STRUCTURE IS USED SYNONYMOUSLY WITH ANY STRUCTURAL
COMPONENT THAT THE COMPOSITE ROOF CAN ATTACH TO. THIS S
INCLUDING. BUT NOT LIMITED TO, THE FACE OF A CARRY BEAM. HOUSE FASCIA.
HOUSE WALL AND THE FACE OF SUPER GAITER.
2. THE TYPE OF FASTENER THAT IS ATTACHING TO THE HOSE STRUCTURE S 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 MAST CONTAIN A IS'
WASHER IF A WASHER S 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 S SUFFICIENT
ROOM FOR INSTALLATION. FOR EXAMPLE, IF THE COMPOSITE 0.00E IS
INSTALLED UNDER A HOUSE OVERHANG TO THE HOUSE WALL-. OR WHEN THE
ROOF S IN A STEEP PITCH AND THE BOTTOM IS INACCESSIBLE. SUFFICIENT ROOM
IS DEFINED AS 24' OF SPACE SEMEN 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.
04& BOLT
w/ LOCK -NUT
100x2- SMS FASTENED IN THE
FIELD BETWEEN THROUGH -BOLTS.
PATTERN AS SHOWN IN •FRONT
W WELEVATIONVIEITH QUANTITY
DETERMINED BY THE 'FIELD
FASTENERS'TABLE
0x3Y• BOLTw/LOCK-NUT
SIDE FLANGE —
TYPICAL) r
GUTTER SHOWN FOR
ILLUSTRATIVE PURPOSES. SEE
GUTTER TO HOST DETAIL FOR
r
CONNECTION REQUIREMENTS 7
HANNEL FACE
GENERAL ISOMETRIC U-CHANNEL SECTION "A•A"
A
C,
o-EF
A
OFFSET DISTANCE
30 POST
FRONT ELEVATION
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
POST CONNECTS TO FOC
w/ (2) 2-x 2'x 0.125' ANG
OR (1) W THICK U•CHAN
0 CONCRETE ANCHOR (TAPCON)
w/ 1.25- MIN. EMBEDMENT INTO
CONCRETE (TYP.)
SECTION "A -A" ISOMETRIC
NOTES:
1. THE NOTCH IN THE 3K3 POST IS SHOWN AS A SIDE NOTCH BUT A CENTERED NOTCH S
ALSO ALLOWABLE. IN THAT CASE THE FIELD FASTENERS 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. EAPTIOL AL) KNEE BRACES ARE SHOWN BEING ATTACHED WITH
ALSO
A
ACCEPTABLE. THE F THE KNEE BRACE AND THE QUAEL BUTNTITY
OF FASTENERS S GIVEN IN THE 'KNEE BRACE SCHEDULP.
3 HEINED BY THE APPROPRIATE TABLES CALLEDCOLMNSCHEDULEANDTYPELEFFORSODuROOF / SCRREEN ENCLOSURE COMBO*- IN THE EVENT
THAT THERE S 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
COUNTER -SUNK POST (ELEVATION)
d
N ca0)
0M. OF SLAB FOR COUNTER -SUNK CONNECTION, p
U.
lL
d 0
Z.
S E
O
14x• SMS. (1"YP.) y W
WO CONCRETE ANCHOR
w/2•MIN. TAPCON) INTO PLANEMBEDMENT
CONCRETE (TYP.)
v S
2500 PSI MIN. STRENGTH C V
INDEPENDENT FOOTER WITH E
DIMENSIONS AS SHOWN. FOOTER KISCOUNTER -SUNK BELOW GRADE. r
POST CONNECTS TO FOOTER
w/ (2) 2•x2'xO.125• ANGLE OR
1) X' THICK U{FUNNEL
TYPICAL MONOLITHIC SLAB
SEE DETAIL LABELED
POST/CONCRETE SUB' FOR
DETAILED INFORMATION.
INDEPENDENT POST TO DECK
N.TS.
FIELD FASTENERS
BEAM SIZE CITY. OF FIELD FASTENERS
2x4 0
2x5 2
2x6 4
2x7 6
2xB 6
W B
2x10 1 8
KNEE BRACE SCHEDULE
SIZE LENGTH QTY. PER FLANGE
2x2x0.044 UP TO 2.0' 2
204.050 2'-O" 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 7'-0" TO 8' 0" 6
0 CONCRETE ANCHOR (TAPCON)
w/ 1.25• MIN. EMBEDMENT INTO
CONCRETE (TYP.)
9
m
O
O
O
0
C C
14x%' SMS. OW.)
7 Q)
E
C
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JOB No.: N11-034WC-
to DRAWN BY: TLWjj \ . •. \,\Cgr S C iN
O _ % i JECKED BY: RCS
405 oouQ3 A r+uE.4wrE
TELL" T 407 FL-25m ;0 APPRovED BY: RCS
D .27191 ;c )Et 07105AI
p ' j SHEET
N.T.S.
En
J
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In
0
C)
UPRIGHT U TYPICAL BUT U-CHANNEL BUT MAY
ALSO ATTACH TO CM.U. OR CONVENTIONAL
WOOD FRAMED HOUSE WALL (Y.' CUB OR 1;'
PLYWOOD). IN WHICH CASE TAPCONS AND
WOOD SCREWS WOULD BE USED, RESPECTIVELY.
U.CHANNEL RUNNING THE DEPTH OF THE U-CHANNEL
BEAM AND FASTENED ON BOTH SIDES AS FLANGE
WELL AS THE WEB. QUANTITY OF FASTENERS
SHOULD BE ONE LESS THAN THE DEPTH OF
THE BEAM (I.E. 2X7 = 6 FASTENERS).
FASTENERTYPE SHALL BE 1100.0.75
STANDARD BEAM TO U-CHANNEL CONNECTION
SHOWN FROM ISOMETRIC TOP)
2X2X0.125' ANGLE USED AS ASECONDARY
SUPPORT IN THE EVENT WHERE ONE SIDE
OF THE U-CHANNEL IS PARTIALLY
INACCESSIBLE
2) /1004.75' S.M.S WILL BE USED FOR
ATTACHMENT TO ALUMINUM FRAME MEMBERS
2) Y100xl' WOOD SCREWS WILL BE USED FOR
ATTACHMENT TO WOOD FRAMES
1) 0100x1.25' TAPCON WILL BE USED FOR
ATTACHMENT TO C.M.U.
i100x0.75' S.M.S. WITH THE QUANTTI
OF FASTENERS BEING ONE LESS THAN
THE DEPTH OF THE BEAM (TYPICAL ON
BOTH FLANGES AND THE WEB) ".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)11004.75- FASTENER FASTENED
THROUGH THE SUPER GUTTER
AND U-CHANNEL INTO THE BEAM.
SUPER GUTTER SHOWN FOR —
ILLUSTRATIVE PURPOSES ONLY.
REFERTO THE DETAIL LABLED SUPER
GUTTER TO HOST CONNECTION'
FOR ATTACHMENT REQUIREMENTS
WEB
BEAM TO U-CHANNEL w/ GUTTER
SHOWN FROM ISOMETRIC TOP)
1 BEAM TO U-CHANNEL CONNECTION
Y100x0.5' S.M.S. QUANTITY IS
EQUALTO THE H-CHANNEL
LENGTH MINUS ONE
k
I
s
100x0.5' S.MS. QUANTITY IS
EQUAL TO THE H-CHANNEL
LENGTH MINUS ONE I
H-CHANNEL
UPRIGHT (2x4 SMB -
SHOWN AS EXAMPLE)
UCAM TNV I%-n[y MICVy1Vu v --, u
BEAM (2x7 SMB
SHOWN AS D(AMPLE)
OPTIONAL 2.2.0.125 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. H{FUNNEL LENGTH WILL BE EQUALTO THE BEAM LENGTH MINUSTHE
NOTCH DEPTH.
2. KNEE BRACES MAY BE USED IN ADDITION TO THU CONNECTION BUT ARE
OPTIONAL FOR INFORMATION ABOUTA KNEE BRACECONNECTION.
PLEASE SEE THE DETAIL LABELED'KNEE BRACE CONNECTIOM.
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.,S' 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{FUNNEL CONFIGURATION AND FRAME -NOTCH SHOWN IS W A
VERTICAL VECTOR WITH THE BEAM BEING NOTCHED. THE VECTOR MAY
ALSO 8E HORIZONTAL WITH THE UPRIGHT NOTCHED ONLY IF THE
UPRIGHT DEPTH IS LARGER THAN THE BEAM DEPTH.
7. AN OPTIONAL 2x2x0.125 ANGLE MAY BE USED IN CASES WHERE ONE SIDE
OF THE BEAM IS INACCESSIBLE. SEE NOTE 961N THE DETAIL BELOW
LABELED REAM 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 SEE THE DETAIL LABELED'KNEE BRACE CONNECTION'.
2. QUANTITY OF SCREWS ON EACH FLANGE MUST BE EQUALTO THE
H-CHANNEL LENGTH MINUS ONE (AS SHOWN W THE DETAIL).
3. FASTENERS IN H-CHANNEL MAY BE/I40x0.5'ALSO
4. ANY COMBINATION OF FRAME MEMBERS FORTHE UPRIGHT AND BEAM
MAY BE USED PROVIDED THEY ARE IN THE BEAM SCHEDULE AND
UPRIGHT SCHEDULE RESPECTIVELY.
5. 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 DEPTH.
6. THE 2x2x0.125 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.TS.
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SEE'COLUMN TO DECK
SCHEDULE' FOR PROPER
SIZE
ARCHITECTURALFOAMCAP
O ALUMINUM FERRULE
LOCATED AT EACH TAPCON
2SS
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
I.Ix0.046 HOLLOW ALUMINUM FERRULE
SUPPORT (AS SHOWN IN THE DETAIL).
SCREEN ENCLOSURE BASE ATTACHMENT TO FOAM CAPPED WALL
MINIMUM ROOF PITCH IS Y' -
PER FOOT.ROOF MAY PITCH
IN EITHER DIRECTION.
1
FLORIDA PRODUCT APPROVED
POROOF SYSTEM FLORIDA
PRODUCT APPROVED COMPOSITE
ROOF SYSTEM FLORIDA
PRODUCT APPROVED COMPOSITE
ROOF SYSTEM COMSITS
USED
AS A TRANSOM USED AT A TRANSOM 0
2'-
0' MAX TRANSOM HEIGHT m
0 m UNLESS
OVERWRITTEN IN SITE -
SPECIFIC ENGINEERED DRAWING
r
I
SUPER
GUTTER( TYPICAL) SEE THE DETAIL
LABELED 'SUPER GUTTER SIDE
ELEVATION CONNECTION TO HOST STRUCTURE' FOR
SPECIFIC CONNECTION DETAILS. TOP
ISOMETRIC VIEW i100x0.
75' S.M.S. FASTENED INTO EXTRUDED RECEIVER CHANNEL TO BE COMPOSITE
TRANSOM PANEL ®A — — — FLUSH WITH THE INSIDE UP OF THE MAXIMUM
OF 4' O.C. VYPK-AL i' SUPER GUTTER. COMPOSTTETRANSOM BOTH
SIDES OF CHANNEL) / PANEL NOT SHOWN FOR ILLUSTRATIVE PURPOSES.
1100x0.
75' S.M.S. FASTENED INTO
UP OF SUPER GUTTER A
MAXIMUM OF 4' O.C. / I
1
I
I
I 2X2X0.
125'ANGLE GUTTER
STIFFENER TO BE PLACED \ I100x0.75' S.M.S. FASTENED ALONG
TRANSOM AT A SPACING NOT \ INTO LIP OF SUPER GUTTER TO
EXCEED 24' O.C. SEE DETAIL LABELED \ 0 A MAXIMUM OF 4' O.C. WPER
GUTTER CONNECTION TO HOST STRUCTURE'
FOR SPECIFIC CONNECTION _ — — DETAILS
OF THE STIFFENER DETAIL "A" 0100x4'
S.M.S. WITH A 1.5'0 NEOPRENE WASHER
FASTENEDTHROUGH THE COMPOSITE
PANEL INTO TOP OF RECEIVER CHANNEL.
SPACED 0 A MAX OF 4.O.C. I
1 I
I 1
I 100a0.
75' S.M.S. FASTENED INTO COMPOSITE
TRANSOM PANEL ® A MAXIMUM
OF 4' O.C. (TYPICAL DETAIL "B" BOTHSIDESOFCHANNEL) 2
COMPOSITE PANEL TRANSOM DETAIL N.
T.S. BOTTOM
ISOMETRIC VIEW N
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DRAWN BY: TLW I\ !
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AVENUE Soza
FAX s3aa APPROVED
By. RCS c
10. RD i DATE o7rosm p
SHEET PL
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HEIGHTS MAY BE INTERPOLATED. BUT NOT EXTRAPOLATED
CARRY BEAM SCHEDULE
SCREEN ROOF TweuTApym N 6T4
FOR SOLID R OF/SCREEN ENCLOSURE COMBO
8 1 10 1 12 1 14 16 13 . 20 22 24 26
EFFECTIVE SPAN I -I
10.1 9.4 8.8. 8.4 8.0 7.7 7.3 6.8 6.2 5.92x4SMB
2x5 SMB 12.5 11.6 11.0 10.4 9.9 9.5
2x6 SMB 17.4 16.7 16.4 15.9 15.5 15.1 14.9 14.5 13.8 12.9
a
2x7 SMB 19.3 18.6 17.9 17.4 17.2 16.7 16.4 15.9 15.5 14.8
19.4 16.9
2x8 SMB 23.6 23.1 22.5 21.9 21.2 20.9 20.5 20.1
d
2x9 SMB 25.0 24.3 24.0 23.5 22.8 22.0 21.6 21.1 20.5 19.7
31.9 31.0 30.3 29.7 29.3 28.7 27.9 27.2 26.4 25.9S-a 2x10 SMB
2x5 TFB 16.3 17.5 17.1 16.6 16.2 15.8 15.4 14.8 14.5 13.8
2x7 TFB 21.7 21.0 20.5 20.0 19.4 19.1 18.5 16.0 17.5 17.0
2x9 TFB 27.7 26.6 26.1 25.5 25.1 24.62022.7 22.4 COMPOSITE
ROOF SPAN OF 6'-0" CARRY
BEAM SCHEDULE CT
SCREENROOFTR(RurARYVAH(FTJ FOR
SOLID ROOF/SCREEN ENCLOSURE COMBO 8 10
12 14 16 18 20 22 EFFECTIVE SPAN (
FT.) 9.9
8.3 7.8 1 7.4 7.1 6.8 6.5 6.0 24 1
5.5
26 5.
5
2x4 SMB
2x5 SMB
11.1 10.3 9.7 9.2 8.8 8.4 6.0 7.3 6.8 6.3 2x6 SMB
15.4 14.8 14.5 14.1 13.7 13.4 13.2 12.8 12.2 11.4 a 2x7
SMB
17.1 16.5 15.8 15.4 15.2 14.8 14.5 14.1 13.7 17.2
13.1
16.7
2x8 SMB
20.9 20.4 19.9 19.4 18.8 18.5 18.1 17.8 2x9 SMB
02 22.121.5 .2 .. 17.4 2x10 SMB
28.2 27.4 26.8 26.3 25.9 25.4 24.7 24.1 23.4 22.9 2x5 TFB
16.2 15.5 15.1 14.7 14.3 14.0 13.6 13.1 12.8 12.2 2x7 TFB
19.2 18.6 18.1 17.7 17.2 16.9 16.4 15.9 15.5 15.0 2x9 TFB
24.5 23.7 23.1 22.6 22.2 21.8 21.2 20.7 20.1 19.8 COMPOSITE ROOF
SPAN OF 1U-0" SCREEN ROQF
nLUrARY VA17H (Frj r 8
10 _ - _
12 _ 14 16 18 20 22 ' 24 26 11 2x4 SMB
EFFECTIVE SPAN
FT.) 6.9
6.6 6.3 6.1 5.8 5.3 4.9 4.6 2x5 SMB
8.6 6.2 7.8 7.5 7.1 6.5 6.1 5.8 2x6 SMB
2 12.9 12.5 12.2 11.9 11.7 11.4 10.9 10.12x7 SMB 714.1 13.7 13.5 13.2 12.9 12.5 12.2 11.7 2x8 SMB
F17.116:.6 2 17.
7 17.3 16.7 16.5 16.1 15.3 14.9 ce 2x9
SMB
1 18.9 18.5 18.0 174 17.0 16.6 16.1 15.5 2x10 SMB
4 23.9 23.4 23.1 22.6 20.4 2x5 TFB
8 13.4 13.1 12.7 10.92x7 TFB
616.1 15.8 15.3 15.0 M420,118 13.
42x9
TFB
21.8 21.1 20.6 20.1 19.8 ROOF 19.
4
SPA 17.
6E
CARRY BEAM
SCHEDULE FOR SOLID ROOF SCREEN ENCLOSURE COMBO SCREEN ROOF
TRIRurARYMMN(FTJ 8 I 10 1 12 1 14 1 16 1 18 1 20 1 22 1 24 1 26 2x4 SMB
EFFECTIVE SPAN
FT.) 7.0
6.6 6.2 5.8 5.6 5.4 5.1 4.7 4.3 1 4.1 2x5 SMB
8.8 8.1 7.7 7.3 7.0 6.6 6.3 5.8 5.4 5.0 Wa 2x6
SMB 12.2 11.7 11.5 11.1 10.8 10.6 10.4 10.1 9.6 9.0 20 SMB
13.5 13.0 12.5 12.2 12.0 11.7 11.5 11.1 10.8 10.3 28 SMB
16.5 16.1 15.7 15.3 14.9 14.6 14.3 14.1 13.6 13.2 17.0
16.7 164 160 154 151 148 143 13722.3 21.6 21.2 20.8 20.5 20.1 19.5 19.0 18.5 18.1 Im17.512.
8
12.2 11.9 11.6 11.3 11.1 10.7 10.3 10.1 9.6 15.2
14.7 1 14.0 13.6 13.419.4 18.7 18.2 17.9 17.5 17.2 16.7 16.4 15.9 15.6 COMPOSITE ROOF
SPAN OF 18.0" NOTES: 1.
ALL
ALUMINUM FRAME MEMBER TABLES SHOWN ARE CALCULATED FOR EXPOSURE B TYPE TERRAIN.
IF EXPOSURE C IS NEEDED, THEN USE THE MULTIPLIERS AS FOLLOWS: WITH A
HEIGHT RANGE OF [a.15': MULTIPLY SPAN BY 0.83], 05'-20': MULTIPLY SPAN BY 0.
78]. I20'-25': MULTIPLY SPAN BY 0.741, 125'-301: MULTIPLY SPAN BY 0.71]. L OSO
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M• S_
2.
11 6158 FO
OFFICE
PERMIT # -493 y
SANFORD BUILDING D'CPT: _ owl
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BE A LICENSE TO PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE,
CANCEL, ALTER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE PLANS. CONSTRUCTION
OR OTHER VIOLA T ICNS OF THE CODES.
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