111 Bristol Forest Trl - 08-002630 (2008) SCREEN ENCLOSURE1_ (
I
CITY OF SANFORD PERMIT APPLICATION SEP
Application # : ( F-3 (93 v Submittal Date: 17 2008
JobAddressl\\TZ)Y S j T-OreSV "TIrG.1C "20-lValueofWork: S S 7 - f0, DO
Parcel lD: \q-n-S.QZ Ohl1, 0 Zoning: C Historic District:
Description of Work: 5 1 Pi i 'em/1 U5Square Footage: I.........................................
Permit
Type: Building 09- Electrical Mechanical Plumbing - Fire Sprinkler/Alarm Pool Sign Electrical:
New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement 1 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) rr............................. ....
p.........• PropertyOwner:1-amlYP rCo YetA Contractor: Address:
1\\ T>Y \S+t, \ FOr Qs*—ry-cC,\ Add s: Phone`
rn- 6S'07$6 E-mail: Vb"7^ 3 t'Z $S 1 o e.(62 M,Wp State License Number: Bonding
Company: Mortgage Lender: Address:
Address: Architect/
Engineer: l c" Ve o PY1r e . Phone: Address:%
J.e k0 ik SCN\Ah-brjb, n FL _S2M1-\AS Fax 3FS Plan Review
Contact Person: Phone: Fax: E-mail: 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. Iunderstand 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
permit is verification that I will notify the ner of a property of the r irements of Florida Lien Law, FS 713. o 1q08
6 rSignatu
caner/Agent Date Signature o Contract D to Latuct yu_
LC cc Print Owner/
Agent's Name jg a
Pri tractor/
Agent's s N- igna Notary -
SignatureofNQ y;;(alg,pf >:Jtvi .............i Date ure of -State of B Qf d..................Da.e " TISHA TIPTON
FUTRELL DONNA M. PELOSO aa0,00a
Comm# DD0503693 G rComm#
000511247 Expires 3/
312010 thru (b00)
432-t254- i • Expires 1/
26/2010 Bonded thru
Bonded iSy'fJ i g S4 FC: G • 900)4324254: Florida Notary
Assn., Inc Own /A!<}
A'TS ;fe??6nahy lznown to Me or i a,"
i'
w,; P Contractor/Agent
is PersonaPly 1Criowri'io'IG9'e FloridaNataAssn., Ina o.................. Produced IDpillli
Produced ID APPROVALS: ZONING: UTIL:
FD: ENG: BLDG: t I lllV Special
Conditions:
Rev
07.07
QO
I..""_.iZiVtD
CITY OF SANFORD PERMIT APPLICATION SEP 7 7 2008
Application # Submittal Date:
Job Address:)\\ -Ibn 'ACA Fuse, r '11O-, \ '5 rA c>-& eL "3'Z--)71Value of Work: S 5-7
Parcel IDC)-5 `C'z-- 00rp - G'( Z`oniiing:,-,G M'Historic District: e
Description
of Work: 5C 1 [i e/1 L
Square
Footage: I ......
Permit
Type: Building ®-*"* Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Plumbing/
New Residential: # of Water Closets Occupancy
Type: Residential Commercial Industrial of
Gas Lines Plumbing
Repair- Residential Commercial Occupancy
Use Group(s): Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) cI,
r...... .............. 1
PropertyOwner:1• f•..lJ P .SL9_ •Q r n, f , ... r r E' ` 0- Contractor: •A 1'l l i (-C_( _— Address: )\ ___
Y'CA:"\ Add s: S
c -1 q
43 l i s1 Phopey0"1- -O'I Sb E-mail: `1p 7' 3 vZ- 0$S I o e{( p-L1-Cl-.O State License Number: t L Bonding
Company: Mortgage Lender: Address:
Address: Architect/
Engineer: tLCSr 2nr_Nei )• L Phone:'-S-1t. 1' 11 _ Address:
Vn-'a>C' Plan
Review Contact Person: Phone: Fax: E-mail: Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: 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 permit is verification that I wiI I notify the o ner of)he property of tpe_LN irements of Florida lien Laty, FS 713. 1/
1/nq Sijgnatu
caner/Agent Date Signature yTComract D to i/ ,.
ri Print
Owner/Agent's Name Pri tractor/Agent's Name Signatu
of Nq}(y,(i4 Of F1tvi •.• •^•• Date ignaTu—re of Notary State of Floida Date.:.........................................I
TIShi
TIPTON FUTRELL DONNA M. PELOSO Apr
vp' Comm# DD0502693 ,o" °'',',,,; Comm# 000511247 Expues
3/3/2010 7 ( E :; ire.s 1/26/2010 s %®``
Bonded thru (800)432.4254I c ? tnu (b" q)432-4254: Flonda Notary
Assn. Ines; y i a hssn, :nc•j Contractor/Agentis /\ Personally IC io'wn to 1C'e'or Own /AtM'IS p sona lyi iiown to Me or Produced ID
1 (D.I,td -Produced ID APPROVALS ZONING:
ok UTIL: FD: ENG: BLDG Special Conditions:
Rev 07.
07
minole County Property Appraiser Get Information by Parcel Number Page I of I
D"m JOHNSON. CFA. ASA
PROPERTY, A
APPRAISER
SEMINOLE COUNTY F1_
1101 E. FiRsT sT
SANFORD.FL32771-146B
407-665-7505
3A
2008 WORKING VALUE SUMMARY
Amendment 1 impact not reflected.
GENERAL Value Method: Market
Parcel Id: 22-19-30-502-0000-0870 Number of Buildings: 1
Owner: CORREIA LAWRENCE L & JENNIFER Depreciated Bldg Value: $175,543
Mailing Address: 111 BRISTOL FOREST TRL Depreciated EXFT Value: $2,754
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $41,000
Property Address: 111 BRISTOL FOREST TRL SANFORD 32771 Land Value Ag: $0
Subdivision Name: PRESERVE AT LAKE MONROE Just/Market Value: $219,297
Tax District: S3-SANFORD-WATER FRONT REDVDST Assessed Value (SOH): $217,359
Exemptions: 00-HOMESTEAD (2006) Exempt Value: $30,000
Dor: 01 -SINGLE FAMILY Taxable Value: $187,359
Tax Estimator
Portability Calculator
2007 VALUE SUMMARY
SALES Tax Amount(without SOH): $4,191
Deed Date Book Page Amount Vac/Imp Qualified 2.007 Tax -Bill Amount: $3,377
WARRANTY DEED 01/2005 05587 0417 $225,000 Improved Yes Save Our Homes (SOH)_ Savings: $814
WARRANTY DEED 10/2003 06085, 0140 $166,700 Improved Yes 2007 Taxable Value: $181,028
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...
LOT 0 0 1.000 41,000.00 $41,000 LOT 87 PRESERVE AT LAKE MONROE PB 62
PGS12-15
BUILDING INFORMATION
Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost
SF NewNumBitSFSF
Building 1 SINGLE 2003 9 1,042 2,938 2,476 CB/STUCCO $175,543 $180,044
Sketch FAMILY FINISH
Appendage / Scift OPEN PORCH FINISHED / 21
Appendage / Scift GARAGE FINISHED/ 441
Appendage / Sqft UPPER STORY FINISHED / 1434
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment,
Enclosed Porch Finished, Base Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM SCREEN PORCH WICONC FL 2005 360 $2,754 $3,060
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
1*** Ifyourecently purchased a homesteaded property your next year's property tax will be based on Just/Market value 0 --- _-
L __- :+1_0T)ADf1UT-111
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393,
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PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 87, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IW
LL.I
PC
AN89'58'19"E _-_- 107.31' - --
r -
PI -
CEN iERLINE OFF 92.73' I
RIGHT-OF-WAY 1
ZIOINoIOI
0 "IAI
WALK IS f N 89'58' 1
0.7' OFF F
A'
LOT 86
CER:T!F:•ED TO ANID FOR THE
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
SET WITNESS CORNER
1/2" IRON ROD AND CAP
LB N6393 (10/20/03)
SOF O _
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED 014 THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 10-20-03, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF T14E LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
10 120294 0035 E DATED 4/17/95 AND FOUND
HE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD PLANE
LEVATIONS SHOWN HEREON ARE BASED ON SEMINLOE COUNTY
IERTICAL CONTROL AS FURNISHED.
EARINGS SHOWN HEREON ARE BASED ON
HE NORTH LINE OF LOT 87
IEING N 89'58'19" E PER PLAT.
FIELD DATE:) 6-13-03
SCALE: 1" = 30 FEET
APPROVED BY: ARM
JOB NO. ASM39701
DRAWN BY:
REVISED:
FINAL 10-20-03 CKB
FORMBOARD 06-23-03 CKB
PLOT PLAN 04-01-0.3 CKB
OT FIT 12-16-02 CKB
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
BRISTOL FOREST TRAIL
50' RIGHT-OF-WAY
J
335_42''
WALK IS
0.7' OFF
UNPLATTED PER IRIS PLAT)
PI
1" m 30'
GRAPHIC SCALE
0 15 30
L1
S89'58'19"W
65.00'
LEGEND
a-) SET 1 /2" IRON ROD AYD CAPvLB69' BUILDING SETBACK LINE N 3.. (10/201031 CENIERLINE Q
FNAIL AND DISC LB #68 (10/20/
03)NO RIGHT OF WAY
LINE
EXISTING ELEVATION n 0
SET 1/2` IRON ROD AND CAP LB #6393 (10/20/03) CONCRETE CNA CORNER NOT
ACCESSIBLE LB LAND SURVEYING BUSINESS
6 DENOTES DELTA ANGLE LS LAND SURVEYOR L
DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT
C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT
PC DENOTES POINT OF CURVATURE P) PER PLAT PI
DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES
POINT OF REVERSE CURVATURE FIND IOUND PT DENOTES
POINT OF TANGENCY S/W CONCR TE
WALK SEWACP YP A/CTYP:
CAI
AIR CONDITIONER
CONCRETE PAD
CBW CONCRETE
BLOCK WALL CS CONCRETE SLAB RP
RADIUS POINT C CHORD LENGTH OHU
OVERHEAD UTILITY LINE PK PARKER KALON ID
IDENTIFICATION R RADIUS POL POINT
ON LINE POC POINT OF CURVE
PCC POINT OF COMPOUND CURVE L AMERI.CAN SURVEYING &
MAPPING CERTIFICATION OF AUTHORIZATION NUMBER
LBN6393 320 EAST SOUTH STREET,
SUITE 180 ORLANDO, FLORIDA 32801 (407)
426-7979
I HEREBY CERTIFY, THAT
THIS BOUNDARY SURVEY, SUBJECT TO THE
SURVEYOR'S NOTE CONTAINED HEREON MEETS THE
APPLICABLE MINIMUM TECHNICAL STANDARDS" SET
FORTH BY THE FLORIDA BOARD
OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE
CODE PURSUANT TO CHAPTER 472.
027, FLORIDA TEL 1 I « FOR
THE
Uesign Check List for Pool Enclosures
1. Design Statement: (EAGLE ALUMINUM 6061-T.6.FRAME MEMBERS)
These plans have been designed in accordance with the Aluminum Structures Design Manual byLawrenceE. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006
Suep ements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; ExposureB'y or'C'_ or'D' - Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH an igher, '
Negative LP.C. O.00;IMPH Wind 0ne for 3 second wind gust; Basic Wind Pressure i - Design
pressures are. PSF for roofs & L)L PSF for walls. (see page 1 for wind loads and design pressures) A 300 PLF point load is also considered for screen roof members. - -
Notes: Wind velocity zones and exposure category is determined by local code, Design pressures and
conversion multipliers are ors page 1.
II. Host Structure Adequacy Statement:
I have inspected and verify t at the host structure is in good repair and attachments made to thestructurewillbesolid. /[- /
el,;A ,,,,,A,-e.S Phone: E/w D7dpa
Contractor//jtthhoorriizzedaep' ame (please print)
e:+! Date.
Contractor/Au Rep"Signalure - 32.77I.
Ti3RisTo esr' //ZAi,L S'it urv,ei
r
Fi_.
Job Name Address -
Note: If the total of beam span & upright height exceeds 50' or upright height exceeds -
16', site specific engineering is required. -
III. Building Permit Application Package contains the following: - _ Yeg - No
A. Project name & address on plans - -
B. Site plan or survey with enclosure location - -
C. Contractor's! Designer's name, address, phone number, & signature on plans
D. Site, exposure form completed
E. Enclosure, layout drawing @ 1/8"-or 1/10" scalewith the following:
1. Plan view with host structure, enclosure length, projection from host structure, Landalldimensions
2. Front and side elevation views with all dimensions & heights
All maasarck-wall drawings shall include mansard panel at the.top of the wall-- -
3. Bearrlocation (show in plan & elevation view) & size - -- --
Table 1.1 & f.6) - -
Roof frame member allowable span conversions from 120 MPH wind zone,
B" Exposure to MPH wind zone and / or -"C" or -"D" Exposure for load ,Swidthof-: - - -
Note; Conversion factors do not apply to members subject to point load (P).
Look up span in appropriate 120 MPH span table and apply the following formula: -
Span - Required Converted -
@ 120 MPH - Span / Height
b or d) x_(b or d) x_(b or d)=
Wind Zone Multiplier _ p Exposure Multiplier
see page, 1) (see page 1) _
4. Upright location. (show in plan & elevation view) & size _
Table 1.3 E &-1.6 E)-
5. Chair rail &girt size, length, &spacing -
Table 1.4 E) - J
6. Eave rail size, length, spacing and stitching of I(/
Table 1.2 E) -
Must have attended Engineer's Continuing Education Class within the past two years.
Wall frame member allowable span conversions from 120 MPH wind zone, "B" Exposure to _
MPH wind zone and I or "C" or _"D" Exposure for load width of _
ate - Look up span in appropri120 MPH span table and apply the following formula Span /
Height - Required Converted @120MPHSpan / Height - or -
MPH (bord)x_(bord)x_(bord) Wind
Zone - - Multiplier"
Exposure Multiplier r - (see page 1) - Yes No 7.
Enclosure roof diagonal bracing in plan view _ 8.
Knee braces length, location, & size Table
1.7 E) 9.
Wall cables or K-bracing sizes shown in wall viewsv - IV.
Highlight details from the Aluminum Structures Design Manual: - A.
Beam & purlin tables with size, thickness, spacing, & spans / lengths Tables
1.1 E & 1.2 E or 1.9.1 E & 1.9.2 E) B.
Upright & girt tables with size, thickness, spacing, & spans / lengths Tables
1.3 E & 1.4 E) - C.
Table 1.6 with beam & upright combination - I -
D. Connection details to be use such as: 1.
Beam to upright 2.
Beam to wall - - 3.
Beam to beam 4
Chair rail, pu-lirs, &.vea braces - 5.
Extruded cutter connection _ 6.
Angle to deck and / or sole pate 7.
Anchors go through pavers into concrete 8.
Minimum footing and / or knee wall details . 9.
Cable or K- brace. details Section 1 Wall
area calculations for cables: W =
wall width, H = wall height, R = rise W
1 = width @ top of mansard, W2 = width @ top of wall E.
Select footing from examples in manual. Example
1: Flat RoofFront
wall @eave: aft. x R =aft.' @ 100% _ W
H a Largest
side wall: ft. z aft. = = @ 50% WXfor3/
321") Total
area / (233 ft.' / cable e pairs TOTAL
or
Total
area / (445 ft.- / cable pairs - Side
wall cable calculation: Side
wall area / (233 ft.' / caable(s) or
Side
wall area / (445 ft.' / cable for 1/8")_cable(s) R
W
H HOST yVFRONT -
SIDE WALLWALL
Example 2: Gable Roof - - Front wall
@ eave: ft. x aft. _ aft' @ 100 a H a
Front gable
rise _ .ft. x 1/2(_ft.) ft 100% _ -- R.. W
Largest side
wall: aft. x = 50 % _ W H
c Largest side
gable rise: aft. x _ft ft.' @ 510 _ R d
Total area / (
233 ft.' / cable for 3/32") _ca e pairs IOTAor
Total
area / (
445 ft.' / cable for 1 =_cable airs Side wall
cable calculation: aft.' + aft.' = fL' @ 100 % _ c d
Side wall
area / (233 fL' / cable for 3/32") = --cable(s) - or Side
wall
area / (445 ft.' / cable for 1/8") = _cable(s) . R x
W Rx(1/2) JR H_ HOSTFRONT SIDE
WALL WALL
Example 3:
Transverse Gable Roof Front wall
@eave: aft. ft.' @ 100 % _WaFront gable
rise: aft. x' @ 100 % _R bLargest
side wall: aft. xft.' 50% - W cLargest
side gablerise: ft - ft.= @ 50%dTotal X
area / (233ft.' / cable foca e pairs •i-ALor Total area
1 (4451.'1 cable focabl pairsSide wall
cablecalculation: ft.' aft? @ 100% _ c d
Side wall
area / (233 ft' / cable for 3/32") or cable(
s)
Side wall
area / (445 ft.' / cable for 1/8") = cable(s) PERMIT # 3
OFMCE DATE.
i z
r YesExample
4:
Mansard Roof CITY .r" + p , Front wall
@eave: ft. x ft. = ft'.@ 100 % = ft.= O - 4 W HxmFrontmansardrise: 112 -ft ft)=aft'@100% R' W1
W2 ft: W _ a t
b Largestside
wall: - ft. x- - = ft.- @ 50% = - rt.= cx vFi
c ; -
9
H c
A , m Largest sidemansardrise: ft. /2__ft. + ft.) _ -. ft' @ 50 % _ ft.. R W1W2dft' TOTAL =
Total area / (233 R.= / cable for 3/ ) = cable pairs ft =Iy m mo q or - h
3 - Total area / (
445 ft.' / cable fo /8") _ cable pairs W ft.'
Side
wall cable calcuI ft, =aft.' @ 100% c ft'
Side wall
area / (233 ft.' / cable for 3132") cable(s) or Side
wall
area / (445 ft' / cable for 1/8") = cables) 1 ft= Example5:
Dome Roof Front dome
wall @ eave: x " ft. x V ft. =4!4t @100% _ 00 J . C Front
domerise: r+ ft. x.1/2( J ft.)= 63b =@ 100%'= ft.2
g 43
QW -
Z J -- Largest side
wall eft. x = ' @ 50% _ ft, I
0 '
W H1cpLargestsidedomerise:A_ft. x .?Jft - 71ft.' @ 50% _. - - ft.' Y , Z
Z
W
U
W
R W
d -
ft fir T TOTAL = ft =
W D Z -i Total area / (445
ft.'/ cable for 1/8")Akcable W O W ft pairs p
Side
wall
cable
calculation: O ft=+ '1' ft==y ft.' 100% t r Q
I-
ui -
Q a U
0 CDZ@c' dft..
to 0 CD
Lu
h-_ W W
CD w U Z 0
CN O Z- ft.' or Side
wall area / (
445 ft.' /cable for 1/8") _ , cable(s) - O m U
m 0W
0 (
V m w i LU wR' L JU) c) Z m u CD 3-1
O ZLLJC)3 10 cQi Q
Z
O - rY LL Iwo
m U
1
w - a o_ EAGLE6061ALLOY
IDENTIFIER'"' INSTRUCTIONS o m N FOR PERMIT PURPOSES
0, @ z G U 1
W LL R _.Lu IL To: Plans
ExaminersandInspectors-, - - - i=- uU c- - Lu These identificationinstructions
are provided to contractors for permit purposes. The pictures below illustrate raised" W - xour
unique external
identification mark (Eagle 606111) and'its location next to the spline groove, to Z o 3 - signifyour 6061alloyextrusions. It is ultimately the purchaser's / contractor'sresponsibility to ensurethat the proper alloy isusedinconjunctionwiththeengineeringselectedforconstruction. We are providing this w c] O
D
rn c
F- of C Um - ft.= identification mark
to simplify identification when usingour 6061 Alloy Y Products. wm o U C - Z ; A separate signed
and sealed certification letter from Eagle Metals will be provided once the metal is of a of co cvE W x `'' wO , purchased. This should
be displayed on site for review at final inspection. z a) ' m w U The inspector
should
look for the identification mark as specified below to validate the use of 6061 of o' M . ft'
engineering. wZLuwuj
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u)
7 / tU a Q , co Q
0ofuJ
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Lu
A" - 111 i EAGLE 6061 I.
D. i+ w F DIE MARK CvC)?
c U11-2-
2007
a 0F O ..
3
Inspection Guide For Pool Enclosures u
mI. Check the building permit for the following: Yes No - SITE EXPOSURE EVALUATION FORM
Q
a. Permitcard&address Ob. Approved drawings and addendums as required
c. Plot plan orsurvey
Q -ed. Notice of commencement
E co i2. Check theapprovedsite specific drawings or shop drawings against the "AS I - -... : ... ` BUILT" structure for: - Yes No - Q a. Structures length, projection, plan & height as shown on the plans - I I I b. -Beam size, span, spacing &stitching screws QUADRANT I 0
c. Purlin size, span & spacing _ - I -- 1500' d.
Upright size, height, spacing &stitching screws - - - I EXPOSURE _ Iu J e. Chair rail size, length & spacing f.
Eve rail size, length; spacing & stitching of 1" x 2" to 2" x 2" g.
Enclosure roof diagonal bracing is installed snug- h.
Wall cables or'K' bracing are installed snug I.
Knee braces are properly installed I _ — — 1500' _{ 3.
Check load bearing uprights for the following: Yes No a.
Angle. bracket size & thickness _ ' _ I I 600'- l
b. Correct number, size &spacing of fastenersto upright I QUADRANT IV - I -44,
0'0
QUADRANTII
c. Correct number, size & spacing offasteners ofangle to deck and sole plate 600'
0' d. Upright is anchoredto deck through brick pavers then anchors shall go throughI'—,, I - - paversinto
concrete I EXPOSURE_
I
I EXPOSURE Ci' I _ - 40, lI 4. Check the load bearing beam to upright for. 1 _
600' J a. Upright to beam connection and / or splices have correct number & spacing of Yes No - I I - j screwsb.
Overlap beam to upright or gusset plate _— - i ,1500 I — — — — I - Z Q
Y c. If angle brackets are usedin framing check for correctthickness and size &number < _ Z ^
offastenersUI
I W 5. Check load. bearing beam to host structure and / or gutterfor: - Yes No - - - CZ` _ a. Receiver bracket, angle or receiving channel size & thickness _ I - I - — W U W b. Size, number & spacing of anchors of beam -to receiver -QUADRANT III 1500'
L . 0 DY Z J c. Correct
anch&spacing e
anchors
structure
receiver
to host structure of gutter I EXPOSURE
o C7 Z d. Correct anchoring of guttersto host structure - - — - — 6.
Check the wall cables:. - Yes No I _ ¢
W
0 W W DOa. Location & number _ I - - b. Top bracket size and fasteners - - o Q-' c) 1:) (p Q a. c.
Eye bolts are welded Z) Z — b W d.
Bottom strap to concrete connection - — _ — — — — — - — — — — — - w rn - W z. 7.
Check wall 'K' bracing (if required): Yes No NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD - O -ta- D Lu CD a.
Location & size ` - O W co b.
Angle,",gusset or clip size & number - SITE. - - CC: LU C.
Number & size of fasteners - - w - fn 0 Z m N
v
SCALE. 1" = 1200' m Q
U) 0 W z -. o
W 8. Check electrical ground Yes No - - aW
Properly completedUSINGTHEFOLLOWINGCRITERIA, EVALUATE EACH QUADRANTAND MARKiTAS'B','C', OR'D' LL '-D - U - O b. Angle, gusset o clip
size &
number - EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE i HAS EXPOSURE.. a4 z ZW CD g I O
0- LLO c. Number &size of fasteners EXPOSURE C:
1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 1 0
fn
z
9. Checkthedoorsonpoolenclosures: Yes No - O v
J Z O a. Doorhandle@54" from the deck 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. - W _ Q — W LL rn3. NOSHORTTERM. CHANGES IN'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD - N g OUT WITHIN3YEARS, SITE WILL BE'B'.. : - W rr uJ 4. FLAT,
OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN - O z Z 1 ANY QUADRANT
FOR GREATER THAN 1,500 FEET. - = Z _ EXPOSURE
D
FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THESHORE EAGLE 6061 ALLOY IDENTIFIERT". INSTRUCTIONS O~ p LINE AND'ARE EXPOSED.TO WIND FLOWING OVER WATER FOR A DISTANCE OF - FOR PERMIT. PURPOSES AT LEAST
1 MILE. al W
x qq
Q
a To Plans Examiners and Inspectors, W SITE
IS
EXPOSURE v EVALUAT D BY, • ' t DATE: • ` a W W (p o a L/
Q +' l These identification instructions are provided to contractors for permit purposes. The pictures below illustrate O o O
L7 -CC.
a -I f/ QP P P P : O Z ;, SIGNATURE' LICENSE #: - our unique "raised" external identification mark (Eagle 60617) and its location next to thespline groove, to J¢ O a 'i signify our
6061 alloy extrusions. It is ultimately the purchaser's / contractor's responsibility to ensure that the W z proper,alloy
is used in conjunction with the engineering selected for construction. We are providing this o g C U m ¢ '! a. .identification
marktosimplifyidentificationwhenusingour6061Alloyproducts. :..Lu 1`- m Z co A
separate
signed and sealed certification letter from Eagle Metals will be provided once the metal is ' W r- -5 x =' Lu OLu purchased. Thisshouldbedisplayedonsiteforreviewatfinalinspection. 9 Z U > °a .-•,, O U
O o O O The
inspector
should look for -the identification markas specified below to validate the use of 6061uJ engineering. H
W CU z u- _ to
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EAGLE
6061
LD. W i<}_ 5 DIEMARKnLuJ
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CONNECT2"x2'OR2"x31 d ,F m 0X -.._ 2" x 2" EXTRUSION (10) #8 x 1/2" S.M.S- EACH SIDE <,_
OF BEAM /POST BEAM W/ MIN. (3) #10 x 1-1/2" -
S M-S. INTO SCREW BOSSES
1"x 2" OPEN BACKATTACH70
I2"x2"W/#10x1-1/2"S.M.S.@ ,.WHEN FASTENING2"x2"
e ® 24" O.C. OR CONTINUOUS THROUGH GUSSET PLATE a2" x 3" (4)SPLINE GROOVE USE #10 x.2" (3) EACH MIN:
SECTION- 1" x 2" OPEN BACK ® CONNECT 2" x TOR 2•' x 3" TO 1" x 2" OPEN BACK ATTACHED ' EXTRUSION ® - BEAMW/MIN. OF (3) ® T02'.x2.'W/#10x1-1/2".S:M.S.-
10 x 1-1/2" S.M.S. INTO @ 24" O.C. ` - 1) #10 x 1-1/2" S.M.S. 24" O C. - 0.045" x 1" X 2"H CHANNEL W/ - SCREW BOSSES -
6) #10 x 1/2" S.M,S. EA. SIDE (6) 4
TOTAL
NOTCH POST ® ® ®® ® 2" x 8"..BEAM CUT TO ACCEPT y
I
SCREW LOCATIONS. PER - . WALL UPRIGHT-
TABLE 1.6 FILL OUTSIDE / 1-3/4" STRAP MADE FROMLOCATIONSFIRST / REQUIRED GUSSETPLATE
COLUMN PER TABLE 1.3 OR 1.4 - ® MATERIAL '
2" x4" MAXIMUM a ® - - - (SEE TABLE FOR LENGTH AND z ; FOR LARGER UPRIGHT USE O• PROPOSED 2" x 3" x 0.050" _ # OF SCREWS REQUIRED)
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ALL SCREWS 3WLONG COMBINATIONS PER ' p< C) p
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3. SCREW PATTERN LAYOUT W/ SPACING BETWEEN SCREWS GREATER THAN MINIMUM IS C z of W c) N ,
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NEW POST ADDITION INSIDE : _ f-
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SELF MATING BEAM AND SUP o N F v SELF
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SIZE AND FASTENERS SIZE, NUMBER EACH BRACE CONNECTION AND
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TABLE 1.7 USE - (2):#8 x1/2" S.M.S. PER STRAPIF KNEEBRACELENGTHCANTILEVEREDBEAMPOSTSIZE (SEE 1.3 OR 1.6) FASTEN THRU MEMBER INTO LENGTFEXCEEDSTABLE1.7 USE CONNECTION DETAILS - - - - SCREW BOSSES W/ - `-•- KNEEBRACANTILEVEREDBEAM - - (4) #10 x 1-1/2" S.M.S. 1
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05" H-CHANNEL OR GUSSETS @ 6"D.C: 130 "D"ANDUP TO '. o R
O
I 150MPH "D" EXPOSUES z J. JwCOMPOSITE2" x 3" EAVE RAIL - (LENGTH =PANEL THICKNESS -wU Z Q 0 -r wCOMPOSITE2x3EAVERAIL: a cn Z ¢ +1") @ ROOF BEARING a < BEAM -SCREEN w Co POST TO BEAM FASTENING - - r= BEAM -SCREEN ROOF n. g > ®® - - z w ELEMENT (SHOWN) AND cc: a ROOF -- ¢ -SEE TABLE - - w w LuOIqa ( ) 24" O C NON BEARING rn 0.050" H-CHANNEL- w 0 _ -0 ® POST TO BEAM FASTENING - 3 j @ - a ,t a U)
z O SEE TABLE 1.6 - 2" WIDE x 0 O50"-MIN.) STRAP .ELEMENT (SIDE WALLS) F z ORGUSSETS ¢ w ®® .-. ( ) .a O 5: ( - (o w C- — — _ _ ,
N Z ®O SCREEN SPACING PER LOCATION 24" MAX.. - F. o CD 00
O ® POST - ) ¢ w ® (D - , (MAY FACE INOR OUT) DETAIL PAGES G N C SEE
TABLE.1.3) - C — - _ ® #10 x 1/2" TEK SCREWS 1-1/2" x 3" x 1-1/2 X 0.050' REQUIREDKNEEBRACE - p OD - ® ®O ®® RECEIVING. CHANNEL WI 1 J r w SCREEN -
MINIMUM SIZE AND - @ 8' O.C. O ¢ m W Lu m _ 45"
t ®. ®® CONNECTION SEE TABLE 1 7 #10x1/2' TEK SCREW @ 8"; O C. ao z 2- -. L F MAYFACEINOROUT) ATTACHED NO MORE THAN 6) o- ..:.. .., w -
LLI O. ; m o ff' o
O W o u REQUIREDKNEEBRACELENGTH - w :ABOVE TOP OF GUTTER - - .. O 2 O MINIMUM
SIZE AND K E BRAG- , m, - 1 _ _ . ... _ - w J
F U -. r ....
TRUFAST
HD l:. W z N j oti F CONNECTION (SEE TABLE 1.7) - a I¢- ® SIPS FASTENER : - _ — C pf 'T n K -I LENG
OF IF KNEE BRACE LENGTH - W ..... ... oOf ...z U_- i KNEE
B E EXCEEDS TABLE 1.7 USE - ® vwi _0 CANTILEVERED
BEAM HOST STRUCTURE ROOFING,1-1/2" x 1-1/2"x 1/4"ANGLE — m — CONNECTION
DETAILS® .EXTRUDED-0R W/ (2) #10z1/2" TEK SCREWS - w 'W K E I (
2) 2" LAG SCREWS (SEE c o w d SUPERGUTTER@B.,OD.C.0ROOFPANEL a a N m w ; SECTION 9FORSCREWSIZES - - - — U > HOST STRUCTUREI ) PER TABLES SECTION 7 O C `U Q O 0 ROOFING - - ANGLE -
OR ( ) - _ - c3 o _ 2" STRAPLOCATEAND : ¢ ® — — — — - w t- a 2) 2"
LAG SCREWS ®I FASTEN PER STRAP ® — — - - RECEIVING CHANNEL SUPPORTING BEAM a' w ,a/ z - SEE TABLESSECTION9 -' u. — SEE SECTION9FORSIZE) LOCATION DETAIL PAGE 5 SOFFIT. - - ) .(PER TABLES) O w u P O- w - ALTERNATERECEIVING -z ' - 2" x
2" x 0.062" ANGLE EACH b SUPER OR - : . _ p wI- U CHANNEL 2-1/
8" x 1" W/ - -o cn ' 2" STRAP LOCATEANDt° - SIDE (3) EACH 48 S.M.S. EACH - ® . EXTRUDED (2) #8 x:
1/2 S:M.S. EACH SIDE -) W ,U FASTEN PER STRAP :
LEG INTO POST _ .GUTTER _ OF BEAM AND
BEAM TAIL T O- 0
w rLOCATION
DETAIL PAGE5 - r z BEAM
CAPREMOVED :._ U v .I - lj a FASCIA AND SUB -
FASCIA ` OPTIONAL 318" LAG SCREW MOST STRUCTURE TO - SELF MATING
BEAM POST AS REQUIRED r..-/ '- : m - H SIZE VARIES
AND 3/4" FERRULE : I WALL ` (PER TABLES SECTION 2) 2"x2"ANGLEWITH(4)S.M.S. ®< - v r 1 4 FASCIA AND
SUB -FASCIASEE TABLE 1.11) WITHOUT SITE SPECIFIC ENGINEERING - -LJ'' SEE SECTION 9FORSCREW - ®' SUPER OR _ ( - - SIZES) EACH SIDETOBEAMEXTRUDEDLENGTHNOTETOSUPER OREXTRUDEDr - - IF KNEE BRACE L'- ' - y GU ricRj1. VARIATIONS OF SUPER GUTTER. ATTACHEVENTS MAY 5E6 OJ,: ,ED .O ilI ACH TO COM OSI , E GUTTER - EXCEEDS TABLE1.7 USE - - CANTILEVERED BEAM ROOF SYSTEr
t - - - " . mu, w w MAX. DISTANCE
TO ` ' I2. CAULK ALL
EXPOSED SCREW HEADS HOST STRUCTURE .CONE\-CTIOND-r,.!_S - _ - SUPER OR EXTRUDED GUTTER
WALL (S E TABLE 1.11) SUPER OR EXTRUDED GUTTER - --_ w y V RISER (
OR TRANSOM) WALLATFASCIA - DETAIL 4 NON-STRUCTURAL I Al, BRAGS GOBN=CT14 TO SI'L. OR E XTR? ED G31 ri ER o > RISER (OR TRANSOM) WALLATFASCIA - DETAIL 6 SCALE: 2" = r-o^ 0 z o SCALE: - - _ 10-31-2007Q.
c. OF 18- O s, U i
NOTE:
IF HEIGHT FROM GUTTER TO 0BEAMISGREATERTHAN1' 0" COMPOSITE 2" x 3" SAVE RAILAKNEEBRACEISREQUIREDPRIMARYBEAM. - 1
cli 11SCREENROOF
BEAM TO MIN POST O
o p p (SEE TABLE 1.6)
0.050",H-CHANNEL p p ¢1 0
OR GUSSETS ®O H o o
SEE TABLE 1 6 FOR BRACE rnFASTENERSIZE, NUMBER AND SIZE SAME AS RISER
2" x 4" PURLIN - PATTERN (SEE TABLE 1.6)
JIRA
co MINIMUM CANTILEVER BRACE _
Za2 x 3"x D.050" ORIEQUAL TOMIN. (3) #10 x 1-1/2"S.M.S. POST SIZE (BRACE DEPTH+j)a
REQUIRED NUMBER OFw oom#10 x 9116" S.M.S. EACH SIDEC7 0 E<_(
2)
ANGLE STRAPS ORFERRULES REQUIRED(3) #
10 x 1/2" S.M S. EACH CONNECTION. _
f i 3) #
10 x 3'S INTO 2" x 4" (MIN.) - a SUB -
FASCIA EACH SIDE BEAM
TO WALL CONNECTION D
10 (SEE SECTION 9) Q - U) 3 0 -
SEE TABLE 1.6 FOR BRACE - p Z SIZESAMEAS. RISER p J •.Z W . 9) #12 x 3/4" TEK SCREWS - p 0 FS p ¢ U) - 1 0
0 ®9 ® THROUGH ANGLE INTO SUPER ANGLE CUT FROM S.M.B. ® o W Cn LU GUTTERSAMESIZEASCANTILEVER - J x2" x 2" 5052 H-32 OR H-34 _ - ® ® ® p ® o (Q ' J - BREAK
FORM ANGLE 2" WIDE x 5052 H-32 PLATE - - FASTENER SIZE, NUMBER AND BRACE OR LARGER (# OF - ® p p p ® n Fa-- a- Z i W/ (1) #10 S.M.S. — - - PATTERN
SE SCREWS BASED ON DEPTH OF - O ' FASTENER
SIZE, NUMBERAND (SEE TABLE 1.6) p- p :p ® - - w -U) O •W - PRIMARYBEAMPERSIDEORJF- w W (n a PATTERN (SEE TABLE 1.6) BEAM AND UPRIGHT PER CONNECTION) _ -. - U , `I EXTRUSION
SIZES (D-1)#10FOR 2"x4"-2"x7". - Lu Z O W SEE TABLE
1.tAND 13) (p__1)#14(
POR2#x2FOR 9"&2 x10 - wuo¢
I U z -
N
c z _ Oa Z) W F- o m 2"x2"(MIN)x1/8"ANGLE -- o0,. W U .c'I M BRACING SYSTEMFOR STEEPANGLEGABLESoi _. L W
U uJ uJ ! SCALE: z' = r-
oSUPERGUTTERTOUPRIGHTWITHANGLECONNECTIONDETAILALTERNATECANTILEVEREDBRACECONNECTIONaU) U U) m z SCALE: N.T.S.
TO WALL AND FASCIA DETAIL N 0 oLu SCALE' 2".= p-0^ '- Z CD LLI 0, NOTE: o ..,
IF HEIGHTFROM GUTTER
TO _..a p. BEAM IS GREATER THAN
1'-0" COMPOSITE 2" x 3" EAVE RAIL BEAM - SCREEN ROOF - a0AKNEE BRACE jsREQUIRED - .. - BEAM TO MIN POST _- SEE TABLE 1.6) _.
w v - w Q.O50" H-CHANNEL ORGUSSETS ®® - - tLL--_ ,mod• - ,
n a - uj w CD
Goo¢
O
J Lu
LL cxtt I a > p ?
z
omOFFASTENERSIZE, NUMBER
AND ®
9 -Lu co O C9
U)) -
Q :: -. - PATTERN (SEE TABLE I6). - - -"®
ui w .. 2) ANGLE STRAPS OR -.
p - o o p Z, M. ^ m a FERRULES REQUIRED - - MINIMUM 2'
x4'FASCIA
rq NOTCH ANGLE FOR GUTTER2 .. z 3) #10 x
1/
2"S.M.S EACH 0 0 ® - ® - RECEIVING CHANNEL OVER - - w L1J o w a0 ' CONNECTION LENGTH OF I -
BEAM ANGLE PROVIDE 0.060" MUST REMAIN FOR ANGLE n¢. p = m # - ' J 1 -
KNEE BRACE - .SPACER @RECEIVING - STRENGTH p U O O MINIMUM CANTILEVER BRACE - CHANNEL
ANCHOR POINTS 0 r a) a, _ 2" x 3" x
0.050" OR EQUAL TO - - 2" x 3" x 0.050" MIN. W/ (4) Lu '. z t _ ANGLE, ANCHORS, AND #10
x 3/4" S.M.S. FOR LARGER -O w - , p : POST SIZE USE - BEAMS USE BEAM. DEPTH +1 ? - --I i u) - - 0 - RECIEVING CHANNEL PER - - ( ) J, O , BRACEDEPTH +1) - SECTION9FORNUMBEROFSCREWS00w- i REQUIRED NUMBER OF - .'(SEESECTION9) O a p 0 0 p #
10 x 9/16" S.M.S. EACH SIDE - - . a J 9)-#12 x 3/
4" TEK SCREWS p - ® ) (3) 410 x 2 1/2" S.M.S. @ - O THROUGH ANGLE INTO SUPER -
ANGLE (SEE SECTION 9 FOR p - w ®; RAFTER TAILS OR 2" O.C. MAX. - c~i GUTTER - SIZE ANDNUMBER
OF pG o - _ W/ 2" x 6 SUB FACIA - . / •` w c'3 H m
mSCREWS) ANGLE LENGTH . FASTENERSIZE, NUMBER AND - - O J , _ y i -
EQUAL -
TO BRACEDEPTHpG - - - - , a... PATTERN (SEE TABLE
1s) Plus (+)4".ATTACH EACH m CANTILEVERED BRACE CONNECTION AT FASCIA (END VIEW):,. , `- ' °- FASTENER SIZE,. NUMBER AND - , ( , _ 8 PATTERN SEE TABLE
1,6 - - ANGLE TO FASCIA PER SCALE: 2" = 1'-0"
BEAM AND UPRIGHT - E"TRUSION SIZES - SECTION
9 ' _ - O SHEET SEE TABLE
1.1AND1.3) BEAM TO WALL CONNECTION
WIDTH RE'QUIRED --OVERHANG —f 0SEE.S_CTION 9)
FOR GUTTER DIMENSION uj SUPER GUTTER TO UPRIGHT
WITH ANGLE CONNECTION DETAIL CANTILEVEREDBRACECONNECTION TO WALL AND FASCIA DETAIL o z ALE: N.T.S.. SCALD2". _.1._0, s O. 1 & v FJ
E
A
z2.00"
o
2.00" I *2.00" OA = 0.423m? A = 0.868in.' I _ - . j
0.043" Ix 0.233 in ` I Ix = 2.303 in.' y .
Sx=D233in? o Sx=1.142in? - W
t
o
6061 -T6 6061 -T6 c x..
2" x 2" z 0.043" HOLLOW SECTION NOMINAL THICKNESS: gg
SCALE 2" =.1'-0" 0.045" WEB, 0 044" FLANGE o - -'F A _ o 3
csi A 1.88om? o I -A= 1.071in.'
6
m oSTITCHW/ (1) #10x3/4" S.D.S. HEX HEAD @ 12" O.C. Ix = 17.315 in.' - rn o W = ` z
TOP AND BOTTOM OF EACH BEAM Ix = 2.750:in.' ., P - Sx = 4-.312 in.' Sx = 1.096 in.' 2" x 4' X'0.045 x 0.043" a s . 6061 -T6 6061 T6 * Z.00" SELF MATING SECTION NOMINAL THICKNESS: NOMINAL THICKNESS: SCALE 2" = 1' 0" 0.045" WEB,-0.044" FLANGE 0.070" TYPICAL5.00 f
Ix = 0.683 in ° - STITCH W/ (.1) #10x3/4" S.D S. HEX HEAD @ 12" O.C. 0 045" m TOP AND BOTTOM OF EACH BEAMSx-0-453in? 2.00" 5 EXTRUDED GUTTER 116061 - T6 2" x 8" x 0.070" x 0.112" SCALE 2" = T_o" .
2" x 3"-x 0.044" HOLLOW SECTION SELF MATING SECTION
SCALE 2" = 1' 0" _ A = 1-049 in? SCALE 2" =.1' 0" _
J
o Ix 4.206 in! Q J
Sx = 1.672 in?
NOMINAL THICKNESS: i 2.00" - _ -
F-
2.00" * _ 0.050- WEB, 0.058" FLANGE I
Uj ~
I I
Z
Z W
L Z WSTITCHW/ (1) #10x3/4'.S.D.S. HEX HEAD @ 12" O.C. -
J • TOP AND BOTTOM OF EACH BEAM
o A= 0.745 in? 2,. x 5" x 0.050" x 0.058 0 C)
LLI U W
U O H 0.050" Ix - iz= 1.537in.'
SELF MATING SECTION - a W J U) F- w
6061 - T6 SCALE 2" = 1'-0" o ;D.- a' U W n.
o Z O O Ldof2" x 4" x 0.050" HOLLOW SECTION A- 1 972 In.' a¢ U z i N o z
SCALE 2" -1'-0" - - . Ix = 21.673 in' O h. W a- > ,NOwo' W > m
z.00.,
I Sx - a_soo in? I-- ;
II 6061 - T6 u) W (n Q m
NOMINAL THICKNESS: - o ¢ fD u- w
0.070- WEB, 0.102" FLANGE _ LL ..O oz.00 *
O @ RAISED EXTERNAL IDENTIFICATION MARK rm Ij z Z
a cC1 3 ISTITCHW/ 1 #10x3/4" S.D.S HEX HEAD 12" O.C.
O pIx
6. 86 in' TOP AND BOTTOM OF EACH BEAM., -FOR IDENTIFICATION OF EAGLE 6061 a o ooo - Ix 6.686 in.` - -
sx - 2.217 in? 2" x 9" X 0.070" x 0.102 ALLOY PRODUCTS Q m m
g 6061 Ts SELF MATING SECTION SCALE 2" =1^ ` A=1.005 in' .. - -,
0.060 - NOMINAL THICKNESS: SCALE 2"=.1'-0" - - - ww - Ix 3.179 in.` u w
0 050" WEB, 0 060" FLANGE
of _ . ZSx - 1.268 in? -
sosl T6 srlrCH w/ (1) #10x3/4' s.os HEX HEAD @ 12" O.C. EAGLE 6061 ALLOY IDENTIFIERT" INSTRUCTIONS ? o2" x 5" x 0.060" HOLLOW SECTION TOP AND BOTTOM of EACH BEAM FOR PERMIT PURPOSES a zSCALE2" =1, 0 2" x 6" x 0.050" X 0.060"
2.00"
Q U J L.w w ...
nSECTION- LL WSELFMATING " To: Plans Examiners and Inspectors, n = 2 c a£
SCALE 2,. 1'-0., w Wa. T , These identification instructions are providedto contractors for ermit ur oses.The ictures - O a... 'W oo LT o - O
3.00" - - P P. P P below illustrate -v z - oourunique "raised" external identification mark (Eagle 6061-) and its location next to the spline groove, to -' 0 - Q. S ' A ' A 0.543 in' _ -
signify our 6061 alloy extrusions. It is ultimately the purchaser's/ contractor's responsibility to ensure that the - w co ` j coIx0.338 in.' .. P Y c m- v II
0.045" .. o = - - proper alloy is"used incon/unction with the engineering selected for construction. We are providing this ' o 0 e v m - Q - tSx0.335 m. -. P 9 o _ ,
w - * 2.00"* - o identification mark to simplify identification when using our 6061 Alloy products. rwn v 'm r - z r
O Q to N .. A separate signed and sealed certification letter from Eagle Metals will be provided once the metal is x ' W x
E
O3" x 2" x 0.045" HOLLOW SECTION A=3.003in.' w o w.
purchased. This should be displayed on site for review at final inspection. -. - z U j [a - ' .SCALE2..=1,_0„ - _ Ix = 42.601 in.` -
Sx = 8.493 in? ..:The insinspector _ .... .: 0 O _ +.
U4__ acprshouldlookfortheidentificationmarkasspecifiedbelowtovalidatetheuseof6061 6061 -T6 ;_engineering. - w , z351 - NOMINAL THICKNESS' 0 w J .o
Ix = 9.796 in.' 0.090" WEB, 0.187" FLANGE - p m - cwi. '
Sx=2.786in.' - _ .. - --Orn f, O
Q p i
6051 - T6 - STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 12" O.C. - . it Y 0 I ` - TOP AND BOTTOM OF EACH BEAM - - O - 3 00" NOMINAL THICKNESS: a / n. ws0.055" WEB, 0.060" FLANGE - 2" X 10" X 0.090 X.0.187'. .¢ co -
SELF MATING SECTION e0.070 oo
Lu
Ix 0.498. in ° STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 12" O.C. - - E Sx 0.494 in.' - - TOPANDBOTTOM OF EACH BEAM - SCALE 2' - 1-0" O sosl -
Ts 2"
x 7" x 0.055" x 0.060"1SEAL;, I rCu
J q3" x 2" x 0.070" HOLLOW SECTION SELF MATING SECTION w.
1:FEASCALEL., - 1'-0^ SCALE 2" 1'-0" - EAGLE
6061 I.D. j DIE
MAIRK / c W cOlbC
sozt
Q 1-10-2008 ¢ OF t V i
2' x 9" x 0.072' x 0.224" BEAM _
SHOWN
U :, 2 x 6 UPRIGHT CUT TO MATCH
tia BEAM ANGLE AND NOTCH FOR H
EAVE RAIL One
1-3/4' STRAP MADE FROM _.\ - i '
04
v1-3/4" STRAP MADE FROM
mm
IREQUIREDGUSSET
REQUIRED GUSSET PLATE
s 9 _ d `IMATERIAL ® - m = a -
C OG \ \ \ MATERIAL - e ®6 G I I I . - _ . 04 < SEE TABLE FOR LENGTH AND " .D p \ - _, (SEE TABLE FORLENGTHAND 4 ' p ; ( " I o OFSCREWSREQUIRED) - - -. dp I OF SCREWS REQUIRED) -0 GI :: /2 : _, •.: _...E ID
WHEN
FASTENING 2" x 2- \ ® \ i THROUGHGUSSETPLATE:USE ##
10 x 2" (3) EACH MIN. - ® p \\\ i (18) #8 SCREWS PER TABLE 1.6 I
G ® ®-
I -
I
p
Li
G
2 X 6 SELF MATING BEAM I ALTERNATE G
I I ® ® G _ FLAT ROOF_ I
tia: ®
1-3/4"x1-3/4"x 1 3/4".5052 H 32 ... :_. p
ALTERNATE FLAT ROOF I ' p ALLOY SAME THICKNESSAS - - GUSSET
PLATE FOR BEAM aI
p - MATERIAL SCREW
LOCATIONS PER 6
FILL OUTSIDE ® WABEAM CUT TO ACCEPTTABLE 1.WALL ALL GUSSETPLATESSHALL _ I -p ® I WALL UPRIGHT - BE A
MINIMUM. OF 5052 H-32 1 LOCATIONS FIRST p J J
ALLOY. ORHAVEAMINIMUM ® .aALL GUSSET PLATES SHALL ® G I Q YIELD STRENGTH
OF.23 ksi ry - BE A MINIMUM OF 5052 H-32 I ® ® NOTE: - - Z < \ ® - ALLOY OR
HAVEAMINIMUMG2" x 8" BEAM W/ 2" x 6" 3 db = DEPTH OF
BEAM \ G - YIELD STRENGTH OF 23 ksi ® G I UPRIGHT SHOWN - } Q W Imo-' - _ - G OTHER BEAMTOUPRIGHTO ds =. DIAMETER OFSCREW \ ® STRAP TABLE d- 1/2" I G I COMBINATIONS PER Z Z W Zds 2 a
U) TABLE 1.6MAYBEUSED _ : -( W O.- ... r d:.. \ STRAP TABLESIZE # /SIZE LENGTH. G J . - o (n a. W _ .. eEAM scREws srRAarxr :(a)#iz - z-3/a { G 5-1/2""FLAT BAR" WALL UJ D C) J 2" x 6" x 0.050" x 0.120„ \ db-2)(MIN)UPRIGHTSHOWN - 22zS''xxxIZ1Eas0"" #a6a/S###I7iiZa4aEL.'
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6 FOR
n Lll Qz THICKNESS &SCREW
w W
Z
U) FZ— I u---i NOTES: SCREWS
3/
4"LONG
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f0
CO - Z s 1.. FILL OUTER SCREW POSITIONSFIRSTUNTILREQUIREDNUMBEROFSCREWSISACHIEVED. 1...FILL OUTER SCREW POSITIONS FIRST UNTIL REQUIRED - Z N _! NUMBEROF SCREWS IS ACHIEVED.. a. w b ZO z 2. SEE TABLE 1.6FORGUSSEISIZE, SCREW SIZES, AND
NUMBER.
2. SEE TABLE 1.6 FOR GUSSETT SIZE, SCREW SIZES, AND NUMBER. O a W W O m 3. GUSSET PLATES ARE REQUIREDONALLBEAMS2" x 7".AND LARGER. - - O O . UJ N - -3. GUSSETPLATESAREREQUIREDON.ALLBEAMS2"z7"ANDLARGER. z w 4. SCREW PATTERN LAYOUT W/SPACING BETWEEN SCREWS GREATER THAN MINIMUM IS 4. SCREW PATTERN LAYOUT W/ SPACING BETWEEN SCREWS GREATER THAN MINIMUMw g F- U O w ALLOWED SO THATEQUAL SPACINGISACHIEVED': ALLOWED SO THAT EQUAL SPACING
IS ACHIEVED. IS o Q Wc) p BEAM
SPLICE CUT, GUSSET PLATECONNECTIONRGUSSETSCREWPATTERN5. BEAMS THATARE 2 x 7 OR LARGER MUST HAVE GUSSET PIATE LL w BEAM TO POST MOMENT CONNECTIONDETAILALTERNATEBEAMTOPOSTMOMENTCONNECTIONDETAIL w Z pz CD 5 SCALE 2" = 1'-0" - _ N - SCALE:. 2"=.1'-0" _ - LUc) O o 0a Q W oZ (
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Table 9.1 Allowable Loads for Concrete Anchors Table 9.3 Wood & Concrete Fasteners for Partially Enclosed Buildings Table 9.5A Allowable Loads & Roof Areas Over Posts Tabte 9. f0 Alternative Anchor Selection Factors for Anchor / Screw SizesEmbedmentMin. EdgeDise.& Loads and Areasfor screws Tension Only - - `.for Metal 'UScrewSizepethAllowableLoadsytoMetal, Beam t0 Uprightlit BOIY Connections _ P 9 Metal to Metal
P Anchor Spacing `Maximum Allowable -Load and Attributable Roof.Area for120:MPH Wind Zone (38.53 #!SF -;O enor '- , p Enclosed Structures @-27.42 #/SF 'r•-fd = diameter (in.) - ' Sd (in) Tension Shear - (For Wind Regions other tF1an120 MPH, Use Conversion Table at Bo i - ^ Bottom of th spage)#14• 5/16" - 318" - Fastener-.- Anchor Srze #8. ,-10 #12 ZAMAC NAILIN(Drive Anchors) CONNECTING TO: -WOOD for PARTIALLY ENCLOSED Buildings - diem. min. edge min ctr No. ofFasteners/ Roof re(SF)- 1/4'..273# 236# Fastener -length of ' .Number of Fasteners - d: - .. R Area - #3 1A0 0.80 0.58 D.46 0.27 0.21istancetoctc. 1/Area 2/Area 3/Area -4/Area316# 236# Diameter Embedment 1 2 - - - 0.26. 3 - 4 1/4". 1l2" 5/8" 1,454-53 2,908-106 4,362 -.159 5,819 212 #12 D -..=. O. 58 0.72 1.00 '-0.78 0.46 : 0.36 `o
TAPPER (Concrete Screws) '.1" .264#-7SF 528# 15.SF 792#-22 SF 105o#-SO SF 5/16" ;.3lB" 7/8 7,894-69 3,788: 138 ce
3/16" - 5,682 - 207 7,576 - 276 - x . 1-
3/
4 15N 6" .288# . 167# : t/4"¢ 1-V2" 39o#-11 SF" - 792#.-22 SF ,188#-335F-.t584#- -- U e x45SF3/8" 3!4" -.1- 2,272-82 4.544-106 .6,816 -249 9,088 331 046 '.F-• o _v<.. _ '1-3l4" 15/, 6" 371# 259# Z-1/2" .. 0.27 D.33 ' < 1320#.-37 SF 1980# 56 SF 264D#-74 SF 1l2 1" 1-1/4" 3,030 -17D 6,060-221 9,090-332 12,120 442-0.46- 0.59 ].00' 079 -, ,' _ •. 1/4" 1-1/4" 1-1/4" 427#. 200# - d `.312#-9SF 624#-98 SF. 936#-26SF 1248#-35SF 319- 021: 0.26 - 0.36
2" -116 S.-- 216# 5l76"m .' 1-0/2" 468#='13 SF 936#-26 SF 1404#-40 SF' 7872#-.53 SF Table 9.5B Allowable Loads &Roof Areas Over Posts - Alternative Anchor Selection Factors r3!e 1-1/2" '1--316" 'S11#- - 402# 2-1lz" 780#-22SF 1560#-44 SF 2340#=665F 3120#-83 SF 'for Metal to Metal Beam to for Anchor/Screw Sizes Q y r,., .; Upright Bolt Connections-- - F .. o1-
P (Expansion
703# - 455# :.1" '356#-10 SF 712#-20 SF 1068#-30SF 1424#--40SF
W
Concrete and. Wood Anchors - Dyne Bolts (1-5/8"andPartial) Enclosed Structures @ 35.53 #/SF concrete " " r " POWER BOLT.(Expansion Bolt) 3/8"a : - 1dl2" 534#-'15 SF 1068#.-. 30 SF 1602#-455F 2130#-605F. ( screws.2 mawmum embedment) ;-: 2-1/4 embedment res ectrvel '}•" Fastener P1/4" 2' 9-718" 624#- 261# 2-1/2" '890#-25 SF-1780#-50 SF 2670#-755F 3560#-100 SF diem: m' - - . 5/16" m. edge min. ctr. : No. of Fasteners Roof Area. (SF) Anchor S¢e 3/16 1/4" - 3IB' Anchor- 3l16" 3. ..1-7/e" .936#'- 751#
Size ,. _ ONNECTING TO: -CONCRETE [Min-2,500 ps] for PARTIALLY ENCLOSED Buildin s distance to ctr. 1 /Area 2 /Area - 3 /Area 4! Area C7 g -
3/8" 3-1/2"- 1-9/16" 1,575# 1,425# - g 3l16". 1.00' 0.83 - ,_ 0.50 -. - 3/i6". 1,00 '. 0.46 •'_ Fastener . Length of - '. Number of Fasteners 1/4" _1/2". -'S!8" 1,454-41 2;908-82 4,362. 125 5,819 164 Q • Diameter< :.Embedment 1 5/16" 3!8" 7/8 1,894 - 53 3 788 -,07 5 68 - 1/4" 0.63 1.00 - 0.59 1/2" POWER STUD Wed 2 3 - 4 2-:160 7,576-213 3 .
ge-Bok ®) - ;
pE OF FASTENER = "Quick Set" Concrete Screw (Rawl Zamac Nailin orEquivalent3/8 3!4' - 1" .2,272.- s4 4544 - 128 - /B 0.50 0.59 1.001/4" 2-3/4 1-1l4" 812# 326# ) • 6,816 -192 9,086 -256 -
3/8" " : , 4-1/4" . :1-7/8•• 4-V2" 233# - B. SF 466#-17 SF 699# - 25 SF 932# - 34 SF -1/2 7" 9-1/4" 3,030 -85.: 6;060 - 171 9 090 - 25 Multiply the numberof screws zsize of anchodscr1,358# 921# 2„ 6 12,120 341 eve dewed andround up to the next even number
2,271# 1,218# 270#-10 Sr 540#-20 SF- 810#-30SF. 1080#-39SF Notes for Tables 95 A, B: of screws. i
7" 2-114" 3,288# 2,202# PE OF FASTENER ='Concrete Screw [Rawl Tapperpper or Equivalent) Example: 1. Tables 9-5A &B are based on 3 second
Wedge Bolt 1-1l2'" 246#- 7 SF 492#- 14 SF - 738#- 21 SF 9 4 = 8 # 28 SF wind at 120 MPH; Ex Allowable Load Conversions if (10).48 screws are required, the number of #10 screws desired is: Exposure B'; I = 1.0. -
1/4' 2-1/2". 2-1/4" 878# 385#
1-314"- .317#-9SF. 634#-185F 951#-275F 1268#-36 SF For carports & screen rooms multiply the for Edge Distances More Than Sol 0.8 x 10 = (8).#10 - - - m PY
3-1/2". 3-7/4" 1,705# '916# . 1/4"e i-U2": - 365#-105F 730#-21 SF 1095#-31 SF 1460#-41 SF Glass /Partially Enclosed loads &roof areas -"; Edge. All wable Load
1/2•• 4•• :_. 3-3/4" 1,774$ 1,095# 465#-13 SF 930#-26 SF 1395#-395F 1860#-52 SF above by l.3. Multi hers
i o -
Distance "Tension Shear - 2. Minimum spacing is 2-1/2d O.C. for J
Notes: '-
3!e"a ' .1-112".. 437#-125F 874#=25.SF '1311#-37 SF 1748#-495F screws &bolts, and 3dO.0 for rivets.. -12d -•- 1.25 --- Q
1. Concrete screws are limited to t" embedment manufacturers 1-3/4"-601#-,75F 1202#-34 SF 1803#-51 SF-2404#-68 SF 3. Minimum edge distance is 2d forscrews, ':11d 1.21 D -
2. Values listed are allowed loads with it safety factorof.4 appliedfactor PE OF FASTENER =: Expansion Bolts Rawl Power Bolt o u ' -
r Equivalent) bolts - " and nvets. 10d i 18 ,2.00 Z
3. Products equal to ravel maybesubstituted. oversion Multipliers 3/8"e 2-1/Z' 1205#-34-SF 2410#-68SF 3615#- 102 SF 4820#- 136 SF 9d 1.14. '. 1.80
U)
Edgeces More4..Anchors receiving loads perpendicular to thediameterare in tension, Than Id 3-1/2"" 1303# - 37 SF 2606# - 73 SF 3909# -.110 SF 5212# - 147 SF ed ' 1.1 t O z 5. Allowable loads are increased by 1.00 forwind load. Multipliers 1/2"e 3" 1806#-51 SF 3612#- 102 SF5478#- 152 SF 7224#-203 SF 1.
60 7d -
1.40 Z - W 6. Minimum edge distance and center to center spacing shall be 5d. Distanceension 'Shear Z
Anchors In 5" -1993# -b6 5F 3986#-112 SF 5979#-'168 5F 7972# - 224 SF 1.
08 6d --
1.04 1.20 Q
f^ C V
C i receivingloadsparalleltothediameterareshearloads. 1.OQ 8. Manufacturers recommended reductions 1.00 Note: .. :. 5d 1.00 1.00 W
C9W r
for
edge distance of 5d have been1.04 9applied. 1.20 1.. The minimumd stancefrom theedge of theWIND CONVERSION TABLE: o mW W _J t Example: - -
08 1 40 concrete to the concreteanchor andspacing for Wind Zones/Regions other than 120 MPH: H u) J z mDetermineofconcreteanchorsrequiredforapool .11- 1so between anchors shall not be less than Stl where d (Tables Shown), multiply allowable loads and roof istheanchordiameter. -_ Q l- n- Q pQa-- t ydividing9d -: 1.14 enclosurebydividingiheupliftloadbytheanchorallowedload. For2'x6 - -- 'aOd-.1.18. 1
80 areas by the conversion factor. 2.
Allowable loads have been increased by1 33 for Table 9.6 Maximum Allowable Fastener Loads W 0 W
J cn W a
beam with: spacing =
T-0" O.C. -. Ltd ' . 1.21 2.
00 wind loading. .WIND. - APPLIED CONVERSION 3. roof areas are based for Metal Plate to Wood Su SupportZ O (D LU a
1 allowed
span = 20'-5" (Table 1.1) ? 12d ' 1.25 Allowable
on loads for REGION LOAD FACTOR. Glass / Partially Enclosed Rooms (MWFRS) I =,1.00 Metal to Plywood C7. wLLl Z O OW .. UPLIFT
LOAD = 112(BEAM SPAN). BEAM & UPRIGHT SPACING " 1pp 4. -For Glass! Enclosed Rooms and Sections 1 & 2 25 122 san12". 4 ply 5/8- 4 ply -' 3/4" 4 ply, • Q WO Uz - CV.. O Z ZNUMBEROFANCHORS = 1/2(2D.42') x Tx 10# / Sq. FL 120 30 1. useamukipliertoroofareaofShear Pull out Shear Pull Out Shear Pull Out lbs.)
0 LL D W [- ALLOWEDLOADONANCHORNUMBER
OF 120
35 - 1.03 3Screw 0 (Ibs.):(Ibs I (Ibs.} - (lbs.) - (lbs.) U O LLf (. CV m tl ANCHORS =:
714.70# = 1.67 123 37 1.00'- 8 93' 48 113 - 59 - 134. 71 - rZ W LLI : 9 Therefore,.
use 2 730
42 - 0.94 10 . 100 55 120 69 141 78 n . m U 1)o427# anchors, one (1) on each side ofupright 140-18,2 48 6 68 12 - 118 71 131 78 143 04 H QOU U)
LL Z WI TableisbasedonRawlProducts' allowable loads for 2,500 ps.i concrete.. Table':
9.2 Wood& Concrete Fasteners for Open Enclosed 150
56 0.81 14 132 70 145 88 i5T 105 U LL
F- O ,. orBuildingsLoads
and Areas for Screws in Tension Only Table 9.4E Maximum Allowable Fastener Loads tr wz O Maximum
Allowable -Load and Att ibutable Ro f A a for120 MPH Wind Zone (27.d2 #! SF) for SAEGrade 5 Steel Fasteners Into 6061 T-6 Alloy Aluminum Framing Table 9.7 .Aluminum Rivets with Aluminum orSteelMandrel w U CV W For
Wind Regions other than 120 MPH, Use Conversion Table at Bottom of this page) - As Recommended By Manufacturers ) Aluminum Mandrel ', Steel Mandrel Q jZp
Z
CONNECTING
TO: WOOD for OPENor ENCLOSED Buildings - Self -Tapping and Machine Screws Allowable Loads Tensile Rivet Diameter -Tension (Ibs.) - Shear Tension (Ihs.) .Shear - - O Q J O Fastener
Length of -- Number of Fasteners • Strength 55,000 psi; Shear 24-,000 psi 1!B 129 176 210: '. 325 '. LU
Q Diameter
Embedment 1 ,. 2 - :3 4 1"
Screw/
Bolt Allowable Tensile Loads on Screws for Nominal Wail Thickness ('t') (Ihs.) 5/
32"-' 187 263 .' 340' 490: 3/
1fi" 262 OZ
O -
O
t
264#-
10SF 528#-195F 792#-29SF 1056#-39SF Size Nd 0.044" 0.050' 0.055" '0.092" 375 -
445 : . 720 LI U tne- W 1/4'o 1-1/2" 396#-14SF 792#-29SF 1188#-43SF-1584#-58 SF - 0.072" 0.082" 0.125" 80:164" 126 2-1/2"-660#-24 SF. 1320#-485F '1980#-725F 2640#-96.SF 143 157 - 206 235 263 -.. 100,190".. 146 166 `-182 W F•
CO B24#-
23 SF 935#-34 SF' 1248# 46 SF 238 271 304 -- 12
b210" 161 -202 Tabl a 9.8. - Alternative Angle and Anchor Systems for Beams Anchored to Z w5116"0 1-1/2" "468#-17 SF :936#-34 SF 1404#-51 SF 1872#-.68,SF 183
264 - 300 337 14
0250"' 192 218 =. ` Walls, Uprights, Carrier Beams; or Other Connections - p. p- co U2.112" '780#-.28 SF.: 15"00#-57 SF 2340#-. SS SF 3120#-114 SF 239 : 314 1/
4". 0240" 1134 209 230 :. 343 401 - 544- Z 7"
356#-135F 712#=265F" 1068#-39 SF-1424#-32 SF 301 343' .365 523 5/16" 0.3125' 239. 273 300 392 Maximum
Screw/Anchor Size O Qr _ m JtUu- tit. 3l8"
e :1 -1/2". - 534#-.19 SF 1068#:39 SF-1602#-58 SF 2136# 78.SF: 446 501 - 680 3/8" .0.375" 288. '. 326 -. 360 471 i536 -601 g17. Extrusion Type YPeSize Description To Wall -To Upright/Beam to
00
Z LL W m I 2-
112' 890#- 32 SF:. '1780#- 65 5F 2670# -: 9YSF 3560# - 130 SF 112- 0.50". 384 435 479 627 714- 802 -1089 W p F
11 = ONNECTING
TO: CONCRETE [M1tin. 2,500 psi] for PARTIALLY ENCLOSED Buildings r Allowable Sheartoads on Screws Angle
1"x1"x0045" 3/16" -#10 n'U Z Fastener -.
Length of Number Fasteners for
Nominal Wall Thickness ('t') (Itis. ) Screw/
Bolt - - An le 1"x 1"x 1/i6' 0.0 • 4- g ( 63) 3/16 -.'12 U ofDiameter
Embedment - i :.:. 2 3 '" q Single
Shear Size
Nd 0 044" -. 0.050" 0.055" '. 0.072" 0.0821, 0.092' 0.1251, Angle..
V x V x 118• (0.125") 3/16" #12 u t- QWTYPE
OF FASTENER = 'Quick Set" .Concrete Screw (Raw[ Zamac-Nailin or Equivalent) 8 0.164" 121 .137 151 197 225 253 _ Angle :
1-1/Z" x 1-1f2' 1/16"(0 C62") 1/4' #12 WF- O1!4'01-1l2' 273#-10 SF' S46#-20 SF 619#-305F 1092# 40 SF 10-0.190" 140 159 -'175 -,.222 261 293 - Angle 1-1/2' x 1-1/2' 3l16-(0.186') " - y/4'. #14 p of Z
2" $
16#-12 SF. 632#-23 SF" 948#--355F 1264#-46 SF 12: b.210" 155 . 176 193 --246 -288 - ".302 Angle 1-1/2'.x 1-1/2'1/8"(0.062')--1l4' 14. _' Lu O rnti.. r` mTYPEOFFASTENER =Concrete Screw Rawl Tapper pperor Equivalent) 14 0.250". 184 209 230. 292 - 343 385 523 Angle -- 1-3/4" x 1-3l4" x 1/B"(0.125") 1/4' #14' - - ti - m Z.
1-
1/4" - 288#-11 SF 576#-21 SF 864#-325F 1152#-425F 1-
314'-371#-14 SF 742#-275F 1113#-41 $F 1484# 54 SF 114"e" 1-1/4" 1 365#-' 13 SF730#-. 27 SF1095#-40.SF 1460# 53 SF 1-
3/4' 427#-16 SF 854#-31 SF' -1281#-475F 1708#-62SF 3/
8-e 1-112' 511#-19 SF 1022#-375F- Ib33#-56 SF 2044#-75 SF 1-
3l4". - 703#-265F 1400-#-.-51 $F 2109#-77 SF 2812#-103 SF 1/
4"" 0,240" x
177
201 221 - 281 - 329 - 369 502 Angle 2" x 2" x 0.093" 3/3' - W W ` 5/16" 0.3 ' 230 . 262 288 366 429 481 654 An le 92" x 2" x 1/8" 0.125' 5/16" 318"
of
Q 0
x 0) '. :
m k O
W
3!e" 0.375" 7276 314 345 439 514 - 577 784 5/16" a U 1/
2" 0 50" 368 418 460 585 686 " 769 1040 Angle .
2'`x 2' x 3/16'(0.313") 1/2" 1/2' - O U .d /J U-channel 1-3/4"x1-3/4"x1-3/4'x 1/8" 3/8' 14 W r . CI) Bolt
Allowable Shear Loads on Screws for Nominal Wall Thickness.('t') Double
Ibs.)
U-channel 1"x 2-1l6' z 1"x 0.050" 5/16" 5/16 w ll jS'
Shear
I U-channel 1-1/2" x 2-1/8" 1-112" 0 D4 ' O u_ e), x .
3 1/7 #14 - Zw _J ae0.044 0.050" 0:055"-..0.072" 0.082" 0.092"" 0:125". W TYPEOFFASTENER =Expansion Bolts.(Rawl Power Bolt or Equivalent) 1l4"
0 240 363 402 - 442 561 -658 Note: - - / O 7381003 : O W J 3!e"a 2-1/2" 1050#.- 38 SF 2100# - 77 SF 3150# --115 SF 4200# - 153 SF - . O 5/16" 0..37
5' - .. #
of screws to beam, wall, and/orpostequal to depth of beam. For screw sizesuse the stitching, O N 460523576 - 732 ..857 962 - 1307O Q p 3-7/2' r 1575# - 57 SF 31509 - 115 SF 4725# -,72 SF 6300# 204 SF 3!6" 0.375" 552 - 628 S90 878 1028 1154 ' 1568 screw size for beam /upright found in fable 1.6.w O , 1/2"e 3" 1399# - 51 SF 2798# - I O2SF 4197# -153 SF 5596# - 204 SF - - W ` - 1/2" 0-50" 736 836 921 9170 1372 1539 - 2091 O 5" 2332# - BS SF 4664# -170 SF 6996# -255 SF 9328# 340 SF . - U
to r W - Notes: is
CL Note: WIND LOAD CONVERSION TABLE:. - 1: Bolts go through two sides of members - .Table 9.9 Minimum Anchor Size C) L'IeforExtrusions _ [D 1: The minimum distance from the edge of the -: For Wind Zones/Regions other than 120 MPH 2. All barrel len ths: Cetus IndustrialQuality.- - - 9Use manufacturers grip range to matchtotal wall H m _ concretetotheconcreteanchorandspacing "(Tables Shown),` thickness of connection. Use tablesto select 'v-- - Wall Connection - - - - Z rivetsubstitutionforscrewsofanchorspecificationsmOFQ- - O t .between anchors shall not be less than Sd where tl multiply allowable loads and roof areasbythedrawings- - Extrustons Wall Metal Upright Concrete 'Wood .'. U F 2. the anchor diameter. 3.'Minimum thickness of framemembers is 0.044" aluminum and 26 ga. steel 2" x 10" 1/4" #14., 1/4" - - 114" - r, 1 -
conversion factor... - w .
O , 2. Allowable roofareas are based on loads for - - LU /
1 J . Z WINDAPPLIEDCONVERSION4- All fastenersshall be zinc plated, coated for aluminum protection, or 300 series stainless steal. - 2" x 9" - 1/4" #14 1/4" 114" u- / ': ALA y7 Glass /.Endos=_d Rooms (MWFRS); I - 1 00. REGION .
LOAD' FACTOR _ 2" x 8" 1/4" #12 1/4" - #12 - J 3ForpartiallyenclosedbuildingsuseamuHolierto - roof
a e s of 0.77. 100 25.6 1.01 2 x 7" 3116" #10 3 16 - =10 - - - W (7 r _
4 Forscctend.&2rr_iioyroofames.by130:- -110 - <'0.8 1.07 - 2 x-6 or 3,t6" #8 .- I. _ _ _ - .Q SHEET o ewV120 . 27.4 1.00 Note: .. - - Q W w 123
28.9 - 0.97 Wall, L amand ucrsn. m . mum a. crier >;>_es s used ,o sua t - u F g.,,, a - 114300-
23372..-3 0.
95 connetar-W 740-1 0.86 V --• 0.
86 C U VT- C OO
N
U0