HomeMy WebLinkAbout276 Clydesdale Cir 04-36 Screen roomCITY OF S+INFORI,a'PERMIT APPLICATION
l
Permit # : O l/ Date: / U' _ 3
Job Address: d-7 6 C%i HdeSdate C t.
Description of Work: ,k7o20 .foW aL n, lod .s'Ge-e-e-, adel, q t
Historic District: Zoning: Value of Work: $ v lco—
Permit Type: Building e O Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential >0 Commercial Industrial Total Square Footage: .2y Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (
Attach Proof of Ownership & Legal Description) Owners
jName & Address: I-01 s R,, r".t "J e r a (/`
yrie,. dje, Ci r_ f
Phone:
c/
a-
8 Contractor
Name & Address: SG/`GP.,1 tiers' T tr° /' 31'y 4_ OA 11 ,[tau 11, l G.11 L ) (
7 e Ikenie 'u ` .i- 9 ` 3 Phone &
Fax: 154 -42 Z i ` i? 7 C t er h ne: Bonding
Company: Address:
Mortgage
Lender: }r' - Uj
LUAddress:
Architect/
Engineer: 13 D Phone . Address:
t :',.``
A r a - t
rc Application
is hereby made to obtain a permit to do the work and installation as indReggafflng
It mstallatign;bas commenced prior to the issuance
of a permit and that all work will be performed to meet standards 4_.. lLlawconstruction in this jurisdiction: `funderstand that a separate. permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS; WfLtS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. TICE: 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 ro: tag
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. aAcceptance of
permit is veriftcalio that will notify the owner of the property of the require nts of Florida Lien L, 713. n 0
3
Signature of Owner/Agent Date ignature of Contractor/Agent / Date 0 3
Q 1/`L /
C z n
Print wner/Agent's Name Print Contractor/Agent's Name 0N O
Signature of
Notary -State of Florida Date Signature of Notary -State of Florida Date m m
N n Owner/
Agent
is N PersonallyKnown to Me or Contractor/Agent is Known to Me or Produced ID
Produced ID APPLICATION APPROVED
BY: Bldg t 3 Zoning: Utilities: Initial & Date) (
Initial & Date) Special Conditions:
FD: Initial &
Date) (
Initial & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL Ila= gm=< 4 a D
S
Scminulc County
CLYDESDAt qCr,? Ava r,vvtfipra,,,r fi_ SHIRE CT
BELGIAN wAY
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 18-20-31-506-0000-0210 Tax District: Si -Number
SANFORD
of Buildings: 0
Depreciated Bldg Value: $0
RAINWATER GEORGE D &
Owner: LOIS E Exemptions: Depreciated EXFT Value: $0
Address: 276 CLYDESDALE CIR Land Value (Market): $10,310
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: Just/Market Value: $10,310
Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $10,310
Dor: 00-VACANT RESIDENTIAL Exempt Value: $0
Taxable Value: $10,310
SALES
Deed Date Book Page Amount Vac/Imp 2003 VALUE SUMMARY
WARRANTY DEED 07/2003 04994 0040 $171,000 Improved
2003 Tax Bill Amount: $215
CORRECTIVE DEED 08/2003 04974 1324 $100 Vacant
2003 Taxable Value: $10,310
WARRANTY DEED 04/2003 04788 1517 $224,000 Vacant
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 21 BAKERS CROSSING PHASE 2 PB 62 PGS
LOT 0 0 1.000 10,310.00 $10,310 97 - 99
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
rurposes. If you recently purchased a homesteaded properly your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web. semi noIe_county_title?PARCEL=18203150600000,'... 10/8/2003
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3144 N. John Young Parkway
Orlando, FL 32804
407-2 1-4774
Fax 407-291-4775
C
1, n
Poe
b 32 -
Dat A ?
Street
276 C ,
Ark Ph 31,h —
d
City, Zip Code Directions:
NFL32.1 I_aKS MAU 13t—vT) CIP SA-jq0(t-T>At/'
Subdivision
73 8x 5 C C- 1 lid Eamfl A < 15771 F-
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ID Sk Ji
Ccs ToV, `(S jI -r c-J 2<<x. w i is I-L,T"- 3 jj ,!ki -it-aC5 -nc
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ICKPA 1cLl -itF rL., pl f SC,.cE1.1i/
2-
Frame Color Bronze White Vinyl Clear Dark Tint Grey
Master Plan — E T Qty Size Windows Qty
Panel Products
Insulated Roof System Qty Size Qty
Roof Pans Qty Size Qty
Door V LH Qty Z— Carpet Type Qty
i
Kickplate If Color 12' x
1YEAR GUARANTEE ACCEPTANCE OF CONTRACT
We will repair or replace defects in our material or wor anship for one year from The above prices, specifications and conditions are satisfactory and are
original installation date at no additional ch rge. Ou minuet structures shall hereby accepted. You are authorized to do the work as specified. Buyer
conform to the buildi g codle.1ye are licen ed n red Florida certified and Seller have three day right of recision, after which payment will be
contractor SCCO54 73. made as outlined above.
r, r
Salesperson Customer 'P r+ ' " f3 — C
U
I
7% Annrnved by Gen Mnr - Date h l
AS RECORDED IN PLAT BOOK
PLA`i OF , SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 21, BAKERS CROSSING PHASE 2,
67, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
LOT 20
I
NOT PLATTED
40 50.00'
S8933'46"E
0
nN
LOT 21
zo.o';
5.0 5.0'
40.0'
W
N
ONE STORY
CONCRETE BLOCK CF).
o
L(7 xa o
RESIDENCE
FINISH FLOOR o
N Ni 1" = 30'
p GRAPHIC SCALE
CN ¢
ELEVATION=41.01 ,o
N
N LOT 22 15 30
O O
O O -
Z n
COVERED
ENTRY
5.-/
1
WA)IS
70' ,U EASEMENT
wLITY
N8936'15"Walo
ryIN 50.00'
SIN
Ni Jg7s
11.7T I
PT
N 89*36*15" W
CERTIFIED TO AND FOR THE
EXCLUSIVE USE OF:
D.R.H. TITLE COMPANY OF FLORIDA INC.
FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA
GEORGE D. RAINWATER AND LOIS E. RAINWATER
CH MORTGAGE COMPANY, I , LTD.
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).
NOTE
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 07-23-03. 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 THE 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.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120289 0045 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHERLY LINE OF LOT 21 AS
BEING N89'36'15' 1v PER PROPOSED PLAT.
FIELD OATC:) 04-08-03 REVISED:
SCALE: 1" = 30 FEET
I. APPROVED BY: RRM FINAL 07-23-03/CKB
I
ASM39827 ORMBOARD 04-24-03/CC
JOB N0. _
REPOSITION 04-11-03 SOD
PLOT PLAN 1=24 ®03 JML
WALK IS
1.5' OFF
80
CENTERLINE OF
RIGHT OF WAY - - — - -
PI
205.74_ —
217.51'
CLYDESDALE CIRCLE
TRACT "A"
50' RIGHT OF WAY
PLANS REVIEWED
City OF SANFORr.
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAYLINE 38
EXISTING ELEVATION OCONCRETE
LB
LAND SURVEYING BUSINESS LS
LAND SURVEYOR PRM
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CONTROL POINT P)
PER PLAT M)
MEASURED FNO
FOUND C/
W CONCRETE WALK S/
W SIDEWALK CP
CONCRETE PAD CS
CONCRETE SLAB C
CHORD LENGTH PK
PARKER KALON R
RADIUS POC
POINT OF CURVE AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LBQ6393 320
EAST SOUTH STREET, SUITE 180 ORLANDO.
FLORIDA 32801- (
407) 426-7979 FND
NAIL AND DISC LB #
4671 (07/23/03) SET
1/2" IRON ROD AND CAP LB #
6393 (07/23/03) CNA
CORNER NOT ACCESSIBLE o
DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING PC
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF INTERSECTION PRC
DENOTES POINT OF REVERSE CURVATURE PT
DENOTES POINT OF TANGENCY TYP
TYPICAL A/
C AIR CONDITIONER CBW
CONCRETE: BLOCK WALL RP
RADIUS POINT OHU
OVERHEAD UTILITY LINE ID
IDENTIFICATION POL
POINT ON LINE PCC
POINT OF COMPOUND CURVE SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HEREON MEETS THE APPLICABLE MINIMUM
TECHNICAL STANDARDS" SET FORTH BY
THE FLORIDA BOARDiOF PROFESSIONAL SURVEYORS
AND MAPPERS IN.CHAPTER 611377-
6, FLORIDA ADMINISTRATIVE CODE PURSUANT
TO CHAPTER ,472.0,27, FLORIDA STATUTES.
FOR
THE
JAFIRMWILLIAM
R. MUapLO4 M#4 N DATE
I
2001 FL021DA
E 17 I TE FCCF FANS L 5FAN T.45L E S BUILDINCz GODE EDITION
ELITE ROOF PANEL CLEAR SPAN TABLE, OPEN 4 SCREENED ENCLOSURES
Veloc. & 3" 3" .032 4" .024 4" .032 6" .024 6" .032 8"i.024 8" .032
Exp.
Defl. Limit
LL
024
11b 21b 11b 21b 11b I 21b 11b I 21b 11b I 21b 11b 21b 11b 1 21b 11b 21b
100 B L / 120 10 17' 6" 17' 5" 18' 10" 18' 9" 20' 11" 20' 4" 21' 1" 20' 11" 26' 8" 28' 5" 27' 8" 28' 3" 30' 3"1i 32' 9" 32' 5" 33' 7"
100 C,
L / 120 11 16' 11" 16' 11" 18' 3" 18' 2" 20' 3" 19' 8" 20' 5" 20' 3" 25' 10" 27' 6" 26' 10" 27' 5" 29' 4" f': 31' 9" 31' 5" 32' 6"
110 B
110 C,
L / 120 13 16' 0" 16' 0" 17' 3" 17' 2" 19' 2" 18' 8" 19' 4" 19' 2" 24' 5" 26' 0" 25' 4" 25' 11" 27' 8"j 30' 0" 29' 8" 30' 9"
120 B
120 C,
L / 120 15 15' 1" 15' 1" 16' 3" 16' 3" 18' 1" 17' 7" 18' 3" 18' 1" 23' 0" 24' 6" 23' 11" 24' 5" 26' 2'' 28' 4" 28' 0" 29' 0"
130 B
130 C L / 120 18 14' 4" 14' 4" 15' 5" 15' 5" 17' 2" 16' 8" 17' 4" 17' 2" 21' 11" 23' 4" 22' 9" 23' 3" 24' 10,' 26' 11" 26' 7" 27' 7"
140 B L / 120 17 1 8" 14' 7" 15' 9" 15' 9" 0" 17' 8" 17' 6" 22' 4" 23' 9" 23' 2" 23' 8" 25' 4"9 27' 5" 27' 2" 28' 1"
140C/150B L/120 NOT HVHZ 20 11" 13' 10" 14' 11" 14' 11"16' 2" 16' 9" 16' 7" 21' 2" 22' 6" 22' 0" 22' 5" 23' 11' 26' 0" 25, 8" 26, 8"
C i L / 120 24
14'
1 "" 13 0 "" 14 0 "" 14 0 "" r7'
617'
15 2 "" 15 9 "" 15 7 "" 19 10 21 2 "" 20 8 "" 21 1150 21 9 24' S" 24' 2" 25' 0"
140 C`, L /-80 or
30 0" 12' 0" 12" 0"" 12" 0"" 12' 4" 12' 9"" 12' 8," 16' 2" 17" 2"" 16' 9'" 17' 1"
ff18' 4" 1 19' 10" 19' 7" 20' 4"
150C' L/180' 1
NOTE: TABLE CONSIDERS DEFLECTION LIMIT OF L/aO FOR SPANS UP TO 12', AND L/IaO BEYOND 12' IN HVHZ (PER 2001 FBC 1612.1) ELITE
ROOF PANEL CLEAR SPAN TABLE, ENCLOSED 5TRUCTURE5 Veloc. &
3" 3" .032 4" .024 4" .032 6" .024 6" .032 8" .024 8" .032 Exp.
LL
Deft Limlt 024
11b
I 21b I 11b I 21b 11b I 21b I 11b I 21b 11b I 21b I 11b I 21b 11 111b I 21b 11b I 21b L /
180 13' 11" 13' 11" 15' 0" 14' 11" 16' 8" 16' 2" 16' 10" 16' 8" 21' 3" 22' 7' 22' 1" 22' 6" 24' 1" 26' 1" 25' 9" 26' 9" 100
B 14 L /
240 12' 8" 12' 7" 13' 7" 13' 7" 15' 1" 14' 8" 15' 3" 15' 1" 19' 3" 20' 6" 20' 0" 20' 5" 21' 10"'23' 8" 23' 5" 24' 3" 100
C, L / 180 12' 11" 12' 10" 13' 10" 13' 10" 15' S" 15' 0" 15' 7" 15' S" 19' 8" 20' 11 " 20' S" 20' 10" 22' 4; 24 2" 23' 11 " 24' 9" 17
110
B L / 240 11' 9" 11' 8" 12' 7" 12' 7" 14' 0" 13' 7" 14' 2" 14' 0" 17' 10" 19' 0" 18' 7" 18' 11" 20' 3" ; 21' 11" 21' 8" 22' 6" 110
C, L / 180 12' 0" 11' 11" 12' 11" 12' 10" 14' 4" 13' 11" 14' 6" 14' 4" 18' 3" 19' 6" 19' 0" 19' 5" 20' 9" 22' 5" 22' 3" 23' 0" 120
B 21
L /
240 10' 11 ` 10' 10" 11' 8" 11' 8" 13' 0' 12 8 "" 13 2 "" 13 0 "" 16 7 "" 17 8 "" 17 3 "" 17 7 "" 18 10 ""1' 120 5 "" 20 2 "" 20 11 "" 120
C L / 180 11' 3" 11' 2" 12' 1" 12' 1" 13' 5" 13' 1" 13' 7" 13' 5" 17' 1" 18' 3" 17, 9" 18, 2" 19' 5" 21' 0" 20' 10" 21' 7" 130
B L / 240 10' 2" 10' 2" 10' 11 " 1.0' 11 " 12' 2" 11' 10" 12' 4" 12' 2" 15' 7" 16' 7" 16' 2" 16' 6" 17' 8" 19' 1" 18' 11" 19' 7" 130
L/180 10' 7" 107 11 4" 11" 4"" 12- 8" 12' 4" 129" 12' 8" 16' 1" 17' 2" 169I" 171"" 184. 19' 10" 19' 7" 20' 4" 140 ..
150
B',C' L / 240 9 7 "" 9 7 " 10 4 "" 10 4 "" 11 6 "" 11 2 "" 11 7 "" 11 6 "" 14 8 "" 15 7 "" 15 3 " 15 6 "" 16 7 ! 18' 0" 17' 10" 18' 5" 150
B L / 180 10 3 " 10 2 " 11 0 " 11 0 " 12 2 "" 11 10 "I 12 4 "" 12 3 "" 15 7 16 7 16' 2" 16' 6" 17' 8" 11 19' 2" 18' 11" 19' 7';;a Non-
34 HVHZ)
L / 240 9' 3" 9' 3"" 10' 0"" 9" 11" 11' 1 "" 10' 9" 11' 2" 11' 1 "" 14' 2" 15' 1" 14' 8" 15' 0" 16' 1" 17' 5" 150
C L / 180 9' 6" 9' 6" 10' 3" 10' 3" 11' 5" 11' 1" 11' 6" 11' S" 14' 6" 15' 6" 15' 1" 15' 5" 16' 6" , 17' 10" 17' 8".;;111$'4`•.`1 Non _
HVHZI
41
L /
240 8 8 "" 8 8 "" 9 4 "" 9 4 "" 10 4 "" 10' 101 "" i
5
10 4 31 ," 12 1 4 1 13' 9" 14' 0" 15' 0" 16' 3" y:
1
PLANS
REVIE VV Ls./ E'
1 i d•.. SPAN DESCRIPTION: HOST
4' MAX WIDTH INTERLO GKING PANEL PANEL STRUCTURE (
1'"/FT
MIN SLOPE) DEPTH LEAK
SPAN (L) INSIDE TO IN5f SEAL
JOINT ° o 0 0 ° AN CONTINUOUS
PANEL
o °
CAULKING °° °
DEPTH S YLIGHT DOME
INTERLOCKING
CR055 SECTION L.
024' O ,3a OPT i BOTT
F tc I'C3St? y ADD THICKNESS OF REFER
TO 1 1 ' AFL ENGINEERING SHEETS WALL FOR TOTAL FOR
ROOF CONNECTIONS $ SUPPORTING PANEL SPAN: STRUCTURE
DETAIL BY T1,415 OR ANY OTHER ENGINEER.
THIS SHEET CERTIFIES ALLOWABLE - ROOF
SPANS ONLY. OPTIONAL
G"
ANNEL/ GUTTER
DRG GAF'
12'
EA. 3(
e?" MAX IN FRONT
8'25io OF
PANEL I WIDTH
@ SIDES 12"
MAX AT s
SIDES) ROOF
PAS 2AA'
Ti NFR
I a°
a
ROOF
PANEL SKYLIGHT
2A'
X A8' MAX 5KYLIGUT
OPEN CONDUIT
FAN SUPPORT
2' X 3' x.
010'ADWERE ALL
4 SIDES WIRING
I FAN INTEGRITY
BY OTHERS
AN
BEAM L
ACGESSORIES INSTfRIJCTIONS
FOR' T4:F3LE USE VERIFY
APPROPRIATE ALLOWABLE WIND SPEED WITH GOVERNING - MUNICIPALITY
AND BUILDING CODE5 IN EFFECT FOR THE PROJECQ LOCATION
U51NG 2001 FLORIDA BUILDING CODE. FIND ALLOWABLE ELITE
ROOF CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH,
FACING- THICKNESS, AND EP5 CORE WEIGHT SELECTED. OTHEFP,
DESIGN GONSIDERATION FRONT
OVERHANG O/H MAY BE UP TO 3' WITH VALUES AE3tfEE?:IEIt;:;, F /
H FOP TOT ADDTABLELENGTH .WALL WIDTH O O O L MAX.
UNSUPPORTED SIDE OVERHANG 15 25% OF PAN L ll#IDTH ll? POR 4' PAN L 11 ROOF
PITCH TO BE 1/4' PER FOOT MIN, 3' PER ENCLOSED
S T RUC TU RE S: NON-
HVHZ CALCULATIONS BASE[? CNti {f3fIJI:FiBGEET?BLE 14b06-2A MW--R5, 5D iii`
ii::.;. i:;:::;:.: X 'G' PRESSURES WEIGHTEDAVERAGEOFINTERIOR.:..::EYs €Ei'z?Ch: J?yES, E P M
HDERIV DUSNGFACTOROF12ISHVHZ
CALCULATIONS BASED ON ASO 96.4, Kd=0.55, 200 scq Ft MIN. ROOF
AREA, THETA LESS THAN Im''G?5 »j? I I 'OF MWF -5 ZONES 2 a 3, 30 PSF MIN--.--
i L. VAI 3'
4' 6' a 8' ILBa 2LB .D32' a"iEFS:'2#'i:i'FYN LS OBTAINED FROM li:>:C7R. ST,.,ftiKkAl:
E?OPERTIES DERIVED FROM CERf11F37EST REPORTS BY OTHERS, U'4
U 7F IF :;:I 32' ROOF PANELS WER DEf f? Ir Y EXTRAPOLATION OF EXTRAPOLATION FROM
TEST::;$ t3
c EcJ[:C7kEE31`E4', a o' PANG{I' I[IEIEIEIfIaElElo. MAY,II9t3S?
Qt;IG!GY3! A;ID DEFL?IpEd#2f 3'`TESTING OR MAXIMUM MOMENT MIN. 7E'
SIl:l:i35;?was:;3lJC3;;H-1io;E:f,#5`sf>E3Fcfl''O 3DD3-H154 (F'c=Ilksi ULT, IIksI YIELD I W
U frD FO R
IONS fTIV- AD VALUES A5 ..OV= _ a SUBTRAGTEt?:I' (:.
UF?$ IE I C1 E E 1 4' NS r:;::;; ,; ::i:::c
a SEE 2001 FBCo:PQ1;5;;FG}P;:lp: G'IF?TION OF OPtN, PARTI<LLY ENCLOScD, ENCLOSED 5TRU :';T',.
1 :$: f l;llSf5 APPLICABLE. EfL 11110 ONLY
YALID WI=
1-FE:SIGNED AND SEALED BY FRANK L. BENNARDO, P.E. THIS CONTA.,''!.ii!ilA.
RED 'E'LITE' STAMP OVER THE PLAN FADE OR IS NOT VALID FOR USE. ll::il':fI
IFi2TIONS, ApETiOh15, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT it M. .' III
T E D AND:I EI: ??%:tp T:E OUR CERTIFICATION. 13•%I:IGIiS
SPEGIF..;IG?T;EG(ilcc DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE E(EUIREMEIIfO i3#
yII70I FLORIDA BUILDING CODE. CONTRACTOR SHALL INvE5TIGATE AND rC7RM,;1i:>* 1jAL :
ILCG? L BUILDING CODE AMENDMENTS WHICH MAY APPLY. DE51G-N CRITERIA uIYEP pTk3*IIGi
t=1N MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. 31 THfI CONTRACTOR
SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF 3 0# LIMITED
TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER IjE(E#}PA.
THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED Ii rtiY;;cd'
C ;SIONAL ENGINEER. i:}IrlGO¢`i€#'
O5i*TE ROOF AND WALL MEMBERS SHALL BE CONSTRUCTED USING TYPE 3DD3-HI54 A 14Ra#N
II'1:FACING-5, (1) OR (2) PCF A5TM C-5BRAND EP5 ADHERE TO ALUMINUM FA:IiC"WITH ASHLAND
CHEMICAL 2020D ISO GRIP. FABRICATION TO BE BY ELITE PANEL PRG...... T5 ONLY IN
ACCORDANCE WITH AFFROVED FABRICATION METHODS. 5) ENGINEER SEAL A=
FIXED HERETO VALIDATES DESIGN OF SPAN CHART VALUES AS SHOWN ONLY. USE OF THIS
SPECIFICATION BY ELITE, et al. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS
AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM ERECTION, AND CONSTRUCTION PRACTICES BEYOND THAT WHICH 15
CALLED FOR BY LOCAL, STATE, AND FEDERAL CODE5 AND FROM DEVIATIONS OF THI5 DETAIL.
o) EXCEPT 45 EXPRESSLY
PROVIDED IN THI5 DETAIL, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. THIS DOCUMENT
15 THE
PROPERTY OF FRANK L. BENNARDO, P.E. AND SHALL NOT BE REPRODUCED OR MODIFIED IN
WHOLE OR PART WITHOUT WRITTEN CONSENT_,OF.FRANK L. BENNARDO, P.E. VALID
ONLY UFT4 RAISED
ENGINEER SEAL FRAnR L.BE—ARDO,
FIE, ycmp16511 GCOp FOR !I) JOB
ONLY TL EDI, 10, LLI
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ELITE
Panel
Products CODE
AMENDI411/
D2 I
NEW TESTS 11/18/02 SHEET: OF
ELITEROOD/SCREEN 1.U,4LL 1"i)4STER fi LAN SHEET ROOF I ANEL GGRINEl'TEK9GMID-LEUEAGOINNECTIONTOSTRUCTURE: n
ON 5KY
1
H •
MOD.LENGTH, UND.
WOOD OR CONCRETE /—
ON SKYLIGHY PROD. APPROVAL o«T om Ocewrr.+na
I- ROOF/SCREEN
ACCESSORIES \ PRESSURE SENSITIVE
WINDOW WELD
V<.L D 01lLr WTH R415ED EWiMEER E4
J MEYK L DETMAItDO, Pf. TEp -S4t
SKYLIG FLASHING TAPE LL1 WOD OwLr
1/4' LAG BOLT 0 12' O.G. t ENDS TO 2' SOUND \ DOME z
FASCIA. ENSURE FASCIA 15 SECURELY L A1'OUT o 0 0 o Q
FASTENED TO EACH RAFTER WITH (1) 1/4' X 3' °o 0 0 o e o ° o ° I LAG MIN. CENTER LAGS TO RAFTERS. ENSURE \ 0p RECEIVING
o ° e° °
00 ° o o U
11/2 MIN. PENETRATION PRE -DRILL HOLE TO .024' FLASHING ° \ A CHANNEL
AVOID SPLITTING CONCRETE SEALED TO WALL ° LSA
ROOF PANEL
OR FILLED 3/4' (TYP) DRC
MASONRY •
4 12' EA. SIDE SKYL IGHT
CARRY A 24' X 48' MAX
SKYLIGHT OPEN
ELITE EXISTING \ BEAM P \ \ Fklsl o EP-23 STRUCTURE \ OR T NCs RAFT I/4' X 21'
RCtS FR TAPGON • oe o (BY OTHERS) \ _ W
2' t 4' - \ \ \ \ (L Q m p
FROM ENDS
0 0 '
MAX. LCOB• ° fin]/ Z 0
I X 2 OPEN TO lK — Z Z w
LZ EP-
23 \ 2' NOMINAL STRUCTURAL ELITE
STRUCTURE WITH FAN BEAM z
111 LL V LIS
FACIA
MINIMUM #' X I ' EMBED Z \ CONDUITFANZw n NOTE:
USE HILTI CARBON STEEL )'4' BOLT DIAM. TAPGONS OR •14 \ SUPPORT V x 3' z W X Z 111 w X ,010' ADHERE X LO
Z III 12 x3/4 SMS a II' O.G. !4) PER 4' PANEL T t SEEVE ANCHOR TO HOLLOW BLOCK AT SAME X I EMBED ° W ALL 4SIDESLTjQ Q B. ADD (
2) SMS 2' 4' FROM EACH SPACING OR USE SPACING FOR 'rAPCON WOOD SCREWS ° WIRING . FAN ( Z LL I
FASTENERS 4
PLACE (3) AT EACH END 2FROM 4FROM ENDS 4 INTEGRITY BY ENCLOSURE END T tB. HEAVY ADHESIVE W CAULK TOP t BOTCONTINUOUSEND, 2' APART 24' MAX O.G. OTHERS Q Q Z ! O Q LL
WO
m 3Y_ SECTION
AT ENCLOSURE TO
CONCRETE COL.
PER LL U
v t ,n W ELITE BEARING COLUMN SCHEDULE
GUTTER DECK ANGHORING
DETAIL
OPT.) 012 SMS to
I6' TYP. T t B COLUMN 36' MAX WIDTH X
i 80' HIGH SCREEN
2' X VARIES Vx3'
ANGLE EACH SIDE OF COLUMN 0 0 ° o o °
o SEE T.ABLE WITH (2) 1j4' TAPCONS EA ANGLE TO DOOR: I X 2
FRAME, 0 0 0 0 °
0 0 ° SLAB PROVIDING 13i' MIN. EMBED. 3' PUSH BAR, 8'
0 L. PER 0
0 0 0 ° o ° ° 1/4' TAPCON 4 KIGKPLATE;. AUTO o°
o 0 0 ° °
00
0 0 0 0 0 0° o ° I 'EMBED
CENTERED
t II/2'
APART t (3) 014 CLOSER SCHEDULE E 5MS TO
COLUMNNOTE: ADD 0° 0 0 0
0 0 0 0 0 o TO GONG SECOND ANGLE BEHIND FOR 2x6 24' O.G. TYP.
COLUMNS t LARGER, ROOF SPANS 2 X 2 BOX A5 CARRY BEAM GREATER THAN
16'-O', AND UNDER NON -PRIMARY COLUMN 13 ALT: '4' THRU BOLTS (
SEE SITE SPEC) e
ALL INTERMEDIATE CARRY
BEAMS
DOOR' SUPPORT ONLY 2 x 2 WITH I x 2 • COME 2 X 2 CHAIR RAIL 12'-36' e ROOF t G.
B.) o BETWEEN PRIMARY FROM SLAB 24' O.G. t
4' FROM 3%' THRUBOLT, OO ° a° COLUMNS t 6 MAX IN BETWEEN ENDS TO 2'x2'
x.0193' CARRY BEAM o°O 00 I' X 2' OPEN BACK ANGLES (EITHER TO COLUMN
O FASTENERS SET SIDE) IF REQ'D
BY O O COL. Te BACK 3' MIN. FROM BNOTCHO
LDG DEPT. SLAB EDGE
GENERAL
NOTES
TH15 PLAN NOT FOR USE IN HVHZ AREAS. O FIT BEAMS SNUG 1) THIS
DOCUMENT SHALL NOT BE
USED OR REPRODUCED WITHOUT HE ORIGINAL SIGNATURE t RAISED SEAL OF FRANK L. USE 1j4' LAG BOLTS 2x2 ANGLE, (
3) 014 BENNARDO, PE. AT 6' FROM ENDS < SMS EA
LEG, EA NEW/EXIST. CONCRETE SLAB t FOOTING. MAY BE OVERLAID WITH •• ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS
TO THI5 DOCUMENT ARE NOT PERMITTED AND INVALIDATE 6' O.G. FOR ENDS 4
SIDE OF BEAM AOUR CERTIFICATION.
BEAM
PAVER BRICK PROVIDED ANCHORING
CONDITIONS ABOVE
RE 2) THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2001 POST (SEE MET (SEE ADDITIONAL FOOTING ENGINEERING
SHEET FOR MORE FLORIDA BUILDING CODE. ANY LOCAL AMENDMENTS SUPER5CEDING 2001 FBC SHALL BE CONSIDERED IN DESIGN AND MAY SITE SPEC) DETAIL AS REQUIRED) REQUIRE ADDITIONAL
ENGINEERING. NOT FOR USE IN HVHZ AREAS. 3) THE EXISTING H05T STRUCTURE MUST BE
CAPABLE OF SUPPORTING THE LOADED STRUCTURE AS VERIFIED BY THE PERMIT HOLDER NO WARRANTY, EITHER EXPRESSED OR IMPLIED,
15 CONTAINED HEREIN. ADEQUACY OF HOST STRUCTURE SHALL BE VERIFIED BY OTHERS. 4) SCREENS TO BE
GREATER THAN 60%
OPEN ATTACHED WITH ROUND OR FLAT SPLINE. ROOF PANEL CONNECTION SECTION AT ROOF 5) `
COMPOSITE ROOF MEMBERS SHALL BE FABRICATED BY ELITE PANEL PRODUCTS ONLY IN ACCORDANCE WITH APPROVED FRONT ELEVATION PANEL SIDE FABRICATION METHODS. 6)
ALL EXTRUSIONS SHALL BE ALUMINUM ALLOT
TYPE 6063-T6 U.N.O. EXTRUSION THICKNESS PER THIS SHEET, WITH A 1/4' X LAGS 24' .-0.0066'
TOLERANCE U.N.O. MAX. O.G. N' MIN LENGTH -1)
ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SHALL BE BOLTED OR FASTENED WITH POP RIVITS OR SHEET METAL 0 ° 0 ° GT PANEL THICKNESS) SCREWS AS
SHOWN IN ACCORDANCE WITH PROPER FASTENING METHODS AND CODES. ANY FASTNER STRIPPED OR NOT SEAL JOINT o o o ° ° ROOF SPAN
FROM o ° o ° ° TABLE MIN
ROOF '12 5M5
o 16'
TO SECURE ROOF ADEQUATELY HOLDING SHALL BE REPLACED. CONTINUOUS TO NON -PRIMARY 8) FASTENERS SHALL
HAVE A HEAD AND/OR BE PROVIDED WITH 1/2' DIAMETER WASHER MINIMIUM UNLESS NOTED. EMBED. CAULKING 0 ° o o ° PITCH IS I/
4' PER TYP. T t B WALLS ONLY- CAULK LENGTHS NOTED ON DRAWING
SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL. BuildingInnovation 0 0 0 0 FT MAX 15
3' IN 12' ALL SCREW HEADS 9) '.. ALL FASTENERS TO BE 2024-T4 ALLOY, NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE ' CORRO51ON RESISTANT MATERIAL AND SHALL COMPLY WITH5.
I.IC, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION I, THE TE ALUMINUM A55OGIATION,INC., t APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 0 0 0 0 0 ° 10), THE
CONTRACTOR
15 RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT Panel Products TYf=. BEAM TO CHAIR RAIL o ° 0
0 0 ELECTROLYSIS. 0 0 0
0 o
ELITE
ROOF
Il) ,ELECTRICAL GROUND AND
ALL RELATED WIRING AND CONSIDERATIONS TO BE DESIGNED BY OTHERS AS REQUIRED. 0 COL PER TABLE o 0 0
0
0 0 0 0 0 PANEL 12) ALL CONCRETE FOUNDATIONS SHALL BE F'C-2500pe1 MIN ON 2000 PSF MIN COMPACTED SOIL, AS DESIGNED BY OTHERS REVISIONS o OR SEPERATE ENGINEERING. ALLOW 3 DAY
CURE BEFORE INSTALLING BOLTS. SEE ADDITIONAL FOUNDATION ENGINEERING BY DESCRIPTION DATE 4) *10 X I' SMS THIS ENGINEER
IF REQUIRED FOR PROJECT BY CODE. 13) ROOF PITCH TO BE 1/4'
PER FOOT MIN, 3' PER FOOT MAX PROVIDED HIGHEST WALL DOES NOT EXCEED SPECIFIED HEIGHT. 2 X 2 EA TYP. 2 X
2 BOX 14)IALUMINUM MEMBERS IN CONTACT WITH CONCRETE t WOOD SHALL BE PROTECTED BY-KOPPERS BITUMINOUS PAINT' OR M R CHAIR MIN. EQUAL IN ACCORDANCE WITH APPLICABLE
CODE REQUIREMENTS. 15) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION B7 ELITE, RAIL off''- ELITE END et al. INDEMNIFIES
AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS t DAMAGES INCLUDING LEGAL FEES t APPELLATE CAP OR FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM ERECTION, t CONSTRUCTION PRACTICES BEYOND THAT WHICH IS NTS 1 VALANCE CALLED FOR BY LOCAL, STATE,
AND
FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. I 2x2 ANGLE, (3) 014 16) EXCEPT
AS EXPRESSLY PROVIDED IN THI5 SPECIFICATION, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. --PRINT DATE, ® ® 51-I5 EA LEG, EA / /
o SIDEOFBEAMTHISDOCUMENT15
THE
PROPERTY OF FRANK L. BENNARDO, P.E. t SHALL NOT BE REPRODUCED IN WHOLE OR PART•WITHOUT JOB •: 42 r• "` = ,....: .- WRITTEN CONSENT OF FRANK L. BENNARDO,
P.E. SHEET: C) FRANK L. BENNARDO, PE. OF 2
cr-r=NI_IIJAI i ('nl uF1(--tWT TAdPl F'
TABLE 30LVES FOR MAX COL HT.
Load
BEAM Veloc & ExP
PSF)
AVG. COLUMN
5'-0" 5'-6"
SPACING >>
6-0" 6'-6" 7'-0" 7'-6" 8'-0"
110 B 10 11' 0" 0' 6" 10' V 9' 8" 9' 4" 9' 0" 8' 8"
2x3 SNAP
120 B 12 10' V 9' 7" 9' 2" 8' 10" 8' 6" 8' 2" 7' 11"
110 C 130 B 14 9' 4" 8' 10" 8' 6" 8' 2" 7' 10" 7' 7" 7' 4"
1 = 0.7610
S = 0.4890
140 B 16 8' 8" 8' 4" 7' 11" 7' 7" 7'-4" 7. 1" 6' 10"
120 C 17 8' 5" 8' l" 7' 8" 7' 5" 7' 2" 6' 11" 6' 8"
150 B 18 8' 2" 7' 10" 7' 6" T 2" 6' 11" 6' 8" 6' 6"
130 C 19 8' 0" T 7" T 3" T 0" 6' 9" 6' 6" 6' 4"
140 C 23 7' 3" 6' 11" 6' 7" 6' 4" 6' 1" 5' 11" 5' 9"
150 26 6' 10" 6' 6" 6' 3" 6' 0" 5' 9" 5' 7" 5' 5"
110 B 10 13' 4" 2' 9" 12' 2" 1 V 9" 1 V 3" 10' 11" 10' 7"
2x3 SNAP 120 B 12 12' 2" 1' 8" 11' 2" 10' 8" 10' 4" 9' 11" 9' 8"
110 C, 130 B 14 11' 3" 0' 9" 10' 4" 9' 11" 9' 6" 9' 3" 8-11-
1 x2 OPEN 140 B 16 10' 7" 0' 1" 9' 8" 9' 3" 8' 11" 8' 7" 8' 4"
I = 1,4550
120 C 17 10' 3" 1 9' 9" 1 9' 4" 9' 0" 8, 8" 8' 4" 8' 1"
150 B 18 9' 11" 9' 6" 1 9' 1" 9" 1 8' 5" 8' 1" 7' 10"
S = 0.7190 130 C 19 9' 8" 9' 3" 8' 10" 8' 6" 8' 2" 7' 11" 7' 8"
140 C 23 8' 10" 8' 5" 8' 0" 7' 9" 7' 5" T 2" 6' 11"
150 C 26 8' 3" 7' 11" 7' 7" 7' 3" 7' 0" 6' 9" 6' 6"
110 B 10 15' 1" 4' 4" 13' 9" 13' 2" 12' 9" 12' 3" 11' 11"
2x3 SNAP 120 B 12 13' 9" 3' 1" 12' 6" 12' 1" 1 V 7" 1l' 3" 10' 10"
110 C, 130 B 14 12' 9" 12' 2" 11' 7" 1 V 2" 10' 9" 10' 5" 10' V
2x2 BOX
I = 2.3150
140 B 16 1l' 11" 1' 4" 10' 10" 10' 5" 10' V 9' 8" 9' 5"
120 C 17 11' 6" 1' 0" 10' 6" 10' 1" 9' 9" 9' S" 9' 1"
150 B 18 11' 3" 0' 8" 10' 3" 9' 10" 9' 6" 9' 2" 8' 10"
S = 0.9120 130 C 19 10, 11" 10' 5" 10' 0" 5 T' 9' Y 8' 11" 8' 7"
140 C 23 9' 11" 9' 5" 9' 1" 8' 8" 8' 4" 8' 1" 7' 10"
150 26 9' 4" 8' 11" 8' 6" 8' 2" 7' 10" 7' 7" 7' 4'•
110 B 10 15- 5" 4' 11" 14' 6" 14' 0" 13' 6" 13' 0" 12' 7"
120 B 12 14' 6" 13' 11" 13' 4" 12' 9" 12' 4", 11' 11" 1 V 6"
2x4 LAP
I = 2.0561
110 C 130 B 14 13' 6" 2' 10" 12' 4" 11' 10" 11' 5" 1l' 0" 10' 8"
140 B 16 12' T' 2' 0" 11' 6" 11' 1" 10' 8" 10' 3" 10' 0"
120 C 17 12' 3" 1' 8" 11' 2" 10' 9" 10' 4" 10' 0" 9181,
S = 1.0240 150 B 18 1 l' 11" 1 l' 4" 10' 10" 10' 5" 10' 0" 9' 8" 9' 5"
130 C 19 11' 7" 11' 0" 10' 7" 10' 2" 9' 9" 9' 5" 9' 2"
140 C 23 10' 6" 0' 0" 9' 7" 9' 3" 8' 10" 8' 7" 8' 4"
150 C 26 9' 11.. 9, 5" 91 0" 8' 8" 8' 4" 8' 1" 7' 10"
110 B 10 19' 3" 18' 8" 18' 1" 17' 5" 16' 10" 16' 3" 15' 9"
120 B 12 18' 1" 7' 4" 16' 7" 15' 11" 15' 4" 14' 10" 14' 4"
2x5 LAP 110 C, 130 B 14 16' 10" 16' 0" 15' 4" 14' 9" 14' 2" 13' 9" 13' 3"
140 B 16 15' 9" 5' 0" 14' 4" 13' 9" 13' 3" 12' 10" 12' 5"
I = 3.9872 120 C 17 15' 3" 4' 6" 13' 11" 13' 4" 12' 11" 12' 5" 12' 1"
S = 1.5890 150 B 18 14' 10" 4' 1" 13' 6" 13' 0" 12' 6" 12' 1" 11' 8"
130 C 19 14' 5" 3' 9" 13' 2" 12' 8" 12' 2" 11' 9" ill' 5"
140 C 23 13' 1" 2' 6" 11' 11" 11' 6" 11' 1" 10' 8" 10' 4"
150 C 26 12' 4" 1l' 9" 11' 3" 10' 10" 10' 5" 10' 1" 9' 9"
110 B 10 21' 10" 21' 0" 20' 1" 19' 4" 18' 7" 18' 0" 17' 5"
120 B 12 20' 1" 19' 2" 18' 4" 17' 7" 17' 0" 16' 5" 15' 10"
2x6 LAP 110 C, 130 B 14 18' 7" 17' 9" 17' 0" 16' 4" 15' 9" 15' 2" 14' 8"
1 = 5.8403
140 B 16 17' 5" 16' 7" 15' 10" 15' 3" 14' 8" 14' 2" 13' 9"
120 C 17 16' 10" 16' 1" 15' 5" 14' 9" 14' 3" 13' 9" 13' 4"
S = 1.9450 150 B 18 16' 5" 15' 8" 15' 0" 14' 4" 13' 10" 13' 5" 12' 11"
130 C 19 15' 11" 15' 3" 14' 7" 14' 0" 13' 6" 13' 0" 12' 7"
140 C 23 14' 6" 13' 10" 13' Y 12' 9" 12' 3" 11' 10" 1 V 5"
150 26 13' 8" 13' 0" 12' 5" 11' 11" 11° 6" IT 1" 1019.1
1) VERIFY APPROPRIATE WIND SPEEDS AND EXPOSURE (Ex ) WITH LOCAL
MUNICIPALITIES TO SELECT PROPER COLUMN TABLE FOR USE. TABLE NOT FOR
USE IN HVHZ AREAS.
2) COLUMN SPACING IS HALF OF SPACING TO LEFT PLUS HALF OF SPACING TO
RIGHT OF COLUMN (AVERAGE COLUMN SPACING)
3) THI5 TABLE NOT FOR USE WITH KNEEBRACE5 OR RIGID FRAME
CONSTRUCTION. SEE SPECIAL ENGINEERING BY THE UNDERSIGNED ENGINEER
ONLY FOR SPECIAL CONDITIONS.
4) COLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX BY 2 X 2 CHAIR
RAIL MIN.
5) DEFLECTION LIMIT OF L / 60 USED (PER TABLE 1610.1 OF 2001 FBC)
6) LESSER OF 15i OF YIELD STRESS (18,150 psi) OR ALUMINUM ASSOC-11,--
ALLOWABLE TENSILE/COMPRESSIVE STRESS OF 15,000 psl DIVIDED BI=0.11 19,
480 PSI) (SEE TABLE 160(o OF 2001 FBC) c
CARRY BEAM CONNECTION ,
@ WALL I
EPS POLY . I.
ROOF 0'/
4' THRU BOLTS 4' FROM ENDS m 24' O.C. 0
0
TO 2'X2'x.093' CONTINUOUS ANGLE 2'
x3'xl%' ANGLE FASTENED TO INSIDE 4 O
O BOTTOM OF CARRY BEAM W/ 1/4' T.S. O
SIDE, (3)'14 5M5 BOTTOM, FASTENED TO CARRY
BEAM CBS WALL W/ (3)'/4'xl'/4' EMBED SEE
TABLE) TAPCON5 OR TO WOOD WITH 014 X I EMBED
WOOD SCREWS EA ANGLE TYP.
CARRY BEAM SPLICE
DETAIL NOTE:
NO SPLICE TO OCCUR IN CENTER j OF SPAN. SPLICE
FOR BEAMS ABOVE 2 X 6 TO BE OVER SUPPORTS 6'
MIN FROM ANY
ROOF SPLICE 00
o ° o o° o ° 0
0 0 ° 0 ° ° ° ° o 1) 1/4' x 4' LAG o °
0 0 01 ° 0 ° ° 0 ° 00 0 ° ° BOLT INTO EACH 00000
0 0 0 0 0 00 0 0 000 0 0 CARRY BEAM END 0
0 0 0 0 0 0 0 ° 0 0 0 0 0 4)
114 SMS EA. SIDE OF V. PLATE
UP TO 4' C.B. (6) LB . V2' EA
51DE UP TO 2 X 6 ROOF
CARRY BEAM PER TABLE 6'
WIDE X 1/8'ALUM PEACH
ON EACHSIDE) 3' 3' OF CARRY
BEAM SCREEN COLUMN
LOCATION MAY
VARY) EXTRUSIONS VERIFY
FIELD
EXTRUSION DIMENSIONS WITH DE51GN DIMENSIONS
PRIOR TO USE. ALTERNATE ENGINEERING WILL
BE REQUIRED FOR DIMENSIONS LE55
THAN TH05E AS SPECIFIED HEREIN. ALL
EXTRUSIONS TO BE 6063-T& 2X3SNAP 2X3BOX
BEAM BEAM
1010 ID55'
TYP.
m q
ID55'
F-
2.
0- 2.0' -- 2 X
VARIES LAP BEAM
2.0 ---
1 LAP BEAM
WALL TI-IIC<
NESSES IBEAMTOP SIDE
1 2X4
160' 044' 2x5 160'
050' 2x6 160'
050' 2xl 160'
051' 2x8 234'
012' 2x9 234'
012' 0 SIDE'
SEE 01
TABLE)
O TOP'
SEE TABLE)
12
SM5 O 24' O.G. MAX T 4
B FOR 2x1 OR v LARGER,
32' O.C. UNDER 2
X 1. L PROVIDE
MIN OF 3 SETS PER
ANY 8' SECTION. ANGLES
202)
Box
BEAM WITH
EAVE AND
a ID93% .125' CORNER DEPTi-
I
AS REQUIRED Y
MINJ
BOPEN FORNON -SNAP 4 COMPOSITE CONNECTIONS,
2.0-
USE ' 10 X 2' SMS 0 16' O.G. CARRY BEAT
i CLEAR SPAN TABLE GI ICo/
fOT. BEAM Load
TOTAL
ROOF CLEAR SPAN >> Pgi) 8
10' 1.2 14 16' 18 20' 24' 11 81-
11" 8'- 5" 8'- 0" 7'- 7" 7'- 4" 7'- 1" 1'- 10" 6'- 6" 2 x
3 SNAP 1 3 8'- 5" 7'- 1 11" 7'- 6" 7'- 2" 6'- 1 1" 6'- 8" 6'- 6" 61- 1 " 15 7'-
11' 7'- 6" 7'- 1" 6'- 9" 6'- 6" 6'- 4" 6'- 1" 5'- 9 I (in'):
S (in 3): 18 7'- 7" 7'- 1' 61- 9 6'- 5" 6'- 2" 6'- 0" 5'- 10" 5'- 6" 0.879
0.586 20 7'- 3" 6'- 10" 6'- 6" 6'- 3" 61- 0" 5- 9" 5'- 7" 5'- 3" 24 6'-
10' 6'- 5" 61- 1" 5'- 10" 5% 7" 5'- 5" 5'- 3" 4'_ 10" 11 8'-
11" 8'- 4" 7'- 11" 7'- 7" 7'- 4" 7'- 1" 6'- 10" 5'- 5" 2x3x.070
BOX 13 8'- 5" 7'- 11" 7'- 6" 71- 2" 6% 11" 6'- 8" 6'- 5" 6'- 1" 15 7'-
11" 7'- 6" 7'- 1" 6'- 9„ 6'- 6" 6% 3" 6'- 1" 5' 9" 1 (in'):
S (in'): 18 7% 6" 7'- 1" 6'- 9" 6'• 5" 6.- 2" 6% 0" 5'- 9' 51- 6" 0.874
0.583 20 7% 3" 6'- 10" 6'- 6" 6'- 3" 6'- 0" 5'- 9" 5'- 7" 5'- 3" 24 6'-
10" 6'- 5" 6'- 1" 5'- 10" 5'- 7" 5'- 5" 5'- 2" 4'- 9" 11 t
1'- 10" 1'- 2" 0'- 7" 0'- 1" 91- 9" 9'- 5" 91- 1" 8'- 7" 2x4 LAP
13 11% 2" 0'- 6" i0'- 0" 9 - 7" 9'- 2" 8'- 11" 8'- 7" 8'- 2' 15 10'-
7" 9'- 11" 9'- 5" 9'- 0" 8'- 8" 8'- 4" 81- 1" 7'- 8" I (in
4): S (in'): 18 101- 0" 9'- 5" 91- 0" 8'- 7" 8'- 3" 7'- 11" 7'- 8" 7'- 3" 2.056
1.024 20 91- 8" 91- 1" 8'- 8'. 8'- 3" 8'- 0" 7'- 8" 7•- 5" 7'- 0" 24 9'-
1" 8'- 7 8'- 2" 7'- 9" 7'- 6" 7'- 3" 6'- 11" 6'- 4' 1 1
1 4'- 9' 13'- 1 1" 1 3'- 2 12._ 8" 12'- 2" 1 l'- 9" 1 l'- 4" 10'- 9" 2x5 LAP
13 14'- 0" 13'- 2" 12'- 6" 1 l'- 11" 1l'- 6" 1 l'- 1" 10'- 9" 10'- 2" 1 5
1 3'- 2" 12'- 5" 11'• 9" 11'- 3" 10'- 10" 10'- 5" 1 0'- 2" 9'- 7" 1 (in41:
S (in'): 18 12'- 6" 1 V- 9" 1 V- 2" 10% 8" 10'- 3" 9'- 11" 9'- 7 9'- 1" 3.987
1.589 20 12'- 1" 11'- 5" 10'- 10" 10% 4" 9'- 11" 9'- 7" 9'- 4" 8'- 8" 24 1
l'- 4' 10'- 8" 10'. 2" 9'- 9" 9'- 4" 9'- 0" 8'- 7 7'- 11" 1 1
14'- 9' 13'- 1 1" 1 3'- 2" 12'- 7" 12'- 1" 1 l'- 8" 1 l'- 4 1 0'- 9 2x5x.093
13 13*- 11' 13'- 2" 12'_ 6" 11'- 11" 1 V_ 6" 1 1'- V 10'- 9" 10'- 2' 1 5
1 3'• 2" 12'- 5" 1 1'- 9" 1 1 % 3" 10% 1 0" 1 0'- 5" 1 0'- 1" 9'- 7 in 4):
S (in 3): 18 12'- 6'. 11' 9" 11' 2" 10% 8" 10'. 3" 9'- 11" 9'- 7" 9'- 1" 3.969
1.588 20 12'- 1" 11'- 4" 10'- 1 0" 10'- 4" 9'- 11" 9'- 7" 9'- 3" 8'- 8" 24 1
V- 4" 10'- 8" 1 0'- 2" 9'_ 8" 9'- 4" 9'- 0" 8._ 7" 7'- 1 1 " 11 16'-
9" 15% 1 0" 15'- 0" 14 _ 4 13'- 10.. 13'_ 4" 12,- 11" 12'- 2" 2x6 LAP
13 15% 11' 14'- 11" 14'- 2" 13'_ 7" 13'- 1" 12'- 7" 12'- 2" 1 V- 6" 15 15%
0" 14'- 1" 13'- 5" 12'- 10" 12% 4" 1 l'- 11" 1 V- 6" 10'• 11" I (in
4): S (in'): 18 14'- 3" 13'- 5" 12'_ 9" 12._ 2" 11 _ 8" 1 V- 3" 1 0'- 11" 10'- 2" 5.840
1.945 20 13'- 9" 12% 11" 12,_ 3' 11'- 9" 11'- 4" 10'- 11" 10'- 6" 9'- 8" 24 12'-
11" 12% 2" 1 l'- 7" 11'- 0" 10'- 7" 1 0'- 0" 9'- 6" 8'- 9" 11 19'-
5" 18'- 3' 17'- 4 16'- 7" 15'- 11" 15'- 5" 14'- 11" 14'_ 1" 2x7 LAP
13 18'- 4" 17'• 3" 16'- 5" 15'- 8" 15'- 1" 14'- 7" 14'- 1" 13'- 4" 1 5
1 7'- 4" 16'- 3" 1 5'- 5" 14'- 9' 14'- 3" 1 3'- 9" 1 3'- 3" 1 2'- 7" 1 (in'
l: S (in'): 18 16'- 5" 15'- 5" 14 - 8" 14'- 0" 13'- 6" 1 3'- 0" 12'- 7" 11'- 8" 8.989
2.572 20 15'- 11" 14'- 11" 14'- 2" 13'- 7" 13'- 1" 12'-'" 12'- 1" 1 24 14'-
11' 14'- 0". 13'- 4" 12,_ 9" 12'- 2" 1 1' R" 1 1'- 0" 10'- 1" 11 23'-
4" 21'-' 1" 20' 10" 19'- 11" 19' 2" 18'- 6.. 1 7'- 11" 16' 11" 2x8 LAP
13 22% 1" 20'- 9" 19'- 9 18'- 10" 18% 1" 17'- 6" 16'- 11" 16'- 0" 15 20'-
10' 19% 7" 18% 7" 17'- 9" 17% 1" 16'- 6" 16'- 0" 15'. 1" I (in'):
S (in'): 18 191- 91, 18'- 7 17'- 8" 16'- 11" 16'_ 3' 1 5'- 8" 15% 2" 14'- 4 15.62
3.900 20 1 9' 1" 18' 0" 17'• 1" 16'- 4" 15'- 8" 15'- 2" 14'_ 8" I13'- 8" 24 117%
11' 16% 1 1" 16'- 1" 1 5'- 4" 14' 9" 1 4' 2" 1 3' 5" 12'- 5" 11 25'- 8"
24'_ 2" 22'_ 11" 21'- 11" 21'_ 1" 20'- 4' 19'- 9" 18'- 8" 2x9 LAP 13
24% 3" 22'• 10" 2l'- 8" 20'- 9" 19'- 11" 19'- 3" 18'- 8" 17'- 8" 1 5 22'-
11' 2l'- 7" 20'- 6" 19'- 7" 18'- 10" 1 8'- 2" 1 7'- 7 16'- 8" 1 (in'): S (
in'): 18 21' 9" 20'- 6" 19'- 5" 18._ 7" 17'- 11" 1 7'- 1" 1 6'- 9" I15'- B" 20.84 4.
631 20 21' 0" 19' 9" 18' 1 0" 18% 0" 17'- 3" 16'- 8" 16' 2" 114'- 11" 24 19• 9••
18' 7" 1 7' 8" 16'- t t" 16'- 3" 1 5'- 6" t 4'- 0" 1 3'- 7 CARRY BEAt-1
TABLE NOTES: 1) VERIFY APPROPRIATE
LIVE 4 WIND LOADS WITH LOCAL MUNICIPALITIES TO SELECT
PROPER BEAM ROW FOR USE. 2) CARRY BEAM
LENGTH IN TABLE IS CLEAR SPAN BETWEEN SUPPORTS. 3) TABLES
MAY
BE USED WITH INTERI"IEDIATE (MID -ROOF) CARRY BEAMS. SEE
DESCRIPTION FOR USE WITH INTERMEDIATE CARRY BEAM
SPANS BELOW. 4) DEFLECTION LIMIT
OF L/120 USED (PER TABLE 1610.1 OF 2001FBG) 5) 15q
OF
YIELD STRESS (18,150 psi) USED IN DESIGN. 6) A I'
FRONT OVERHANG HAS BEEN USED IN ABOVE TABLES. ALTERNATE TABLES NEEDED
BEYOND I' OVERHANG. i IULTIPLE ID10.
Q CARRY
5EAI I 3 X 3
TABLE USE SQUARE TUBE DEFINED: =I
SIM: 2 X
5 X .053' INTERMED. END CARRY BEAM BOX BEAM CARRY
BEAM ROOF CLEAR SPAN NOT SHOWN) ROOF
CLEAR (ROOF END CASE SPAN (MID -ROOF
OR SINGLE SPAN CASE) - LI ROOF) :
L2 Velocity & Exposlre N
100 B,
100
C, 110 B 11 110 C, 120
B 13 120 C. 130
B 15 z 130 C,
140 B 18 0 1506 20
150 C 24
LOAD 15 GREATER
OF GRAVITY OR UPLIFT
PER CODE) EXISTING
L_._._.L _._ _
L _._ _.
1._._._ 1 _ w B N
X
u,
ww..
o ro
w oauewr Av ,o* rew,rno VALID OILY WTI
RAISED E1'Y.. ER SEAL F. L OEWARDO,
PE. "--"S COOO FOR (0job
QLY sEP 0 s
li A;
aw3
20
o