HomeMy WebLinkAbout113 Crooked Pine DrCITY OF SANFORD PERMIT APPLICATION
Permit#: Date:
Job Address: I `3 G?10o1r_gJ Pi P-'C. OPT
Description of Work: IOX -fol'd eat o n.-_ 000f S'e o'Le— oJe-• o n eaei" Gor-.e.,
Historic District: Zoning: Value of Work: S ) % OD _
Permit Type: Building %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 e 0 Commercial Industrial Total Square Footage: 2 t 0
Construction Type: # of Stories: # of Dwelling Units:
w
Flood Zone: (FEMA form required for other thmt X)
Parcel #: S I % / 1 1 I ( t A PJA o> Orlvnership & Legal Description)
Owners Name & Address: P12V 112 Ho o vet
9113CrookaPtrle, b /'. Phone: 3 O
Contractor Name & Address: Sce r—e„, `Rl•' Gf JAF'Q 6_4*ZUMoh,:, 1-Yoy at p Nnn ._•_,. _.
State License Number: sGGDr4'9.7 3
Phone & Fax: ` tf' 7 % t't' b tf s rt I Phone: -r4 t. _„_
Bonding Company:
Address
Mortgage Lender: —......
Address:
Architect/Engineer: v,-'t ki ay-d 0 Phone: _._.....__..._._.._
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,. FURNACES; BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 Wthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. W
Acceptance
Jo
er it is ve fication t at I wit n t the owner of the property a requirement of lorida Lien Law, F• ^ z
oR= ` N C Z
N Z
ignature of Owner/Ag v Date /2h/US6 Sig ature o Contractor/Agent Dat / LL o g
q CAR rdirJlS 1P u>S t / 06 0 o
Print Owner/Agent's Name Print C tractor/Agent's Name
c/ o=
Signature of Notary -State of Florida Date / Signature of Notary -State of Florida Date le`/p t`
v KC
z Q •
4 Owner/gent is _ Personally Known to Me or Contractor/Agent is IZIPersonally Known to Me or
Z N o roduced [D tiL_- _ Produced ID ''•`
ZCD
X. V O 7L
g: 2' (cL_4aPLICATIONAPPROVEDBY: Bldg: Zoning:
2 (Initial & Date)
mN
Special Conditions:
Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
I I Back )
St-111111(j,I ' l (jui3l±.
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2004 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 11-20-30-506-0000-0530 Tax District: S1-SANFORD
Depreciated Bldg Value: $76,811
Owner: HOOVER PAULA J Exemptions: 00-HOMESTEAD
Depreciated EXFT Value: $0
Address: 113 CROOKED PINE DR
Land Value (Market): $14,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 113 CROOKED PINE DR SANFORD 32773 Just/Market Value: $90,811
Subdivision Name: HIDDEN LAKE PH 3 UNIT 2
Assessed Value (SOH): $79,631
Dor: 01-SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $54,631
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 08/2000 03923 0508 $94,900 Improved
Tax Value(without SOH): $1,263
FINAL JUDGEMENT 06/1997 03262 1059 $100 Improved
2003 Tax Bill Amount: $1,109
WARRANTY DEED 10/1993 02681 0696 $100 Improved
Savings Due To SOH: $154
WARRANTY DEED 09/1986 01776 0139 $67,500 Improved
2003 Taxable Value: $53,146
WARRANTY DEED 09/1983 01486 0640 $52,400 Improved
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 53 HIDDEN LAKE PH 3 UNIT 2 PB 27
LOT 0 0 1.000 14,000.00 $14,000 PGS 48 & 49
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1983 6 1,885 1,262 CONC BLOCK $76,811 $83,490
Appendage / Sgft OPEN PORCH FINISHED / 110
Appendage / Sgft GARAGE FINISHED / 513
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=112030506000005 3 0,... 2/ 16/2004
NOTES:
1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR
UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY.
2. NO UN`OERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB).
6. PROPERTY HEREON LOCATED IN ZONE " X" PER F.I.R.M. COMMUNITY PANEL NO. 120294 0045 E DATED 04-17-95.
N A1,
SE 111- 472GS44Ii • P
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7.36, N Q6° 46 49 W
REC RB
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7
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WIN
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REC.RB
NO#
REC. CM N 32°40'30"W
RB
NO # 19.15'
REC. #
NO
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t.3
10,o.E'&U.E.
LOT 53 W
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2) 38 7
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N RESIDENCE # 113 I
22.7'
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COVERED ENTRY 20.
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PCC.
REC.
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NE Curve
Delta Angle Radius Arc 1
30°35'44" 185.33 98.96 2
3°47'14" 185.33 12.25 DESCRIPTION:
LOT 53, HIDDEN LAKE PHASE III, UNIT II, AS
RECORDED IN PLAT BOOK 27, PAGE 48-49, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA. LEGEND
CONCRETE JOB
NO.: 00 904 REC -RECOVERED I.
P. - IRON PIPE PRG POINT OF REVERSE CURVE I.
C. -ILLEGIBLE CAP # R.P. -RADIUS POINT DATE:
C.M. - CONCRETE MONUMENT R - RADIUS FIELD:
08-15-00 RB - REBAR L - LENGTH OF ARC RAO. -
RADIAL CA - CENTRAL ANGLE SIGNED:
08-18-00 N.R. - NOT RADIAL P) -
PER PLAT DE- URAITYEASENAGE SENT T DRAWN
BY: RWJ M) - AS MEASURED D) -
PER DESCRIPTION L.
E.- LANDSCAPE EASEMENT S.
E- SIDEWALK EASEMENT P.
C.: R. P. P.
O L - PONT ON LINE P.
C. - POINT OF CURVATURE P
P- POWER POLE X- -
CHAIN LINK FENCE PT -
POINT OF TANGENCY WOODEN FENCE 52
CERTIFIED
TO: PAULA
J. HOOVER AMERIFUND
FINANCIAL, INC. DBA ALL FUNDING MORTGAGE CENTRAL
FLORIDA TITLE COMPANY OLD
REPUBLIC NATIONAL TITLE INSURANCE CO. BoundaryLAND
SURVEYORSAnd
LB 4565 Mapping
Associates,
Inc. 109
WEST ORANGE STREET ALTAMONTE
SPRINGS, FL. 32714
PH (
407)696-1155 Not
vafd Without the signature and the original
raised seal of a Fonda Icensed surveyor
and mapper. Additions and deletions
to survey maps or reports by other
than the signing party or parties is prohibited
w 1hout written consent of the signing
party or parties r-
I PSM
4243
C'
2001' FLOF(DA
ELI TE FR00F PANE I SPAN fiAg gUILD,INS GOIDE EDITION PI '
ITF ROOF PANEL GLEAM SPAN TABLE, OPEN ENGLOSueES Veloc. &
Exp. Defl. Limit LL 3" .
024 11b
21b 3" .
032 11b
21b 4" .
024 11b
21b 4" .
032 11b
I 21b 6" .
024 11b
I 21b 6" .
032 11b
I 21b 8" .
024 11b
21b 8" .
032 1115
21b 100
B L / 120 10 17' 6" 17' 5" 18' 10" 18' 9" 20' 1 V 20' 4" 21' 1" 20' 11" 26' 8" 28' 5" 27' 8" 28' Y 30' W 32' 9" 32' 5" 33' 7" 100
C, 110 B L / 120 11 le 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" 31' 9" 31' 5" 32' 6" 110
C, 120 B 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" 30' 0" 29' 8" 30' 9" 120
C, 130 B 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
C L / 120 18 14' 4" 14' 4" 15' Y 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 14' 8" 14' 7" 15' 9" 15' 9" 17' 6" 17' 0" 17' 8" 17' 6" 22' 4" 23' 9" 23' 2" 23' 8" 25' 4" 27' 5" 27' 2" 28' 1" 140CI1508
U120 NOT HVHZ 20 13 11" 13' 10' 14' 11" 14' 11" 16' 7" 16' 2" 16' 9" 16' 7" 21' 2" 22' 6" 22' 0" 22' 5" 23' 11" 26, 0" 25' 8" 26' 8" 150
C L/120 24 131 130 140 140 157 152 159 157 1910 1 22 208 21 1 „ 21 9 „ 24 5" 4, 2„ 225' 0„ 140C',
150C' HVHZ
L /
80 or L /
180 ' 30
12' 0" 12' 0" 12' 0" 12' 0" 12' 8" 12' 4" 12' 9" 12' 8" 16' 2" 17' 2" 16' 9" 17' 1" 18' 4" 19' 101, 19' 7" 20' 4" C
L/120 29 12' 3" 12' 2" 13' 2" 13' 1" 14' 7" 14' 3" 14' 9" 14' 7" 18' 8" 19' 10" 19' 1" 19' 9" 19' 9" 22' W 21' 11" 23' 1"75
P60C U120 32 11' 11" 11' 10" 12' 9" 12' 9" 11 14' 2" 13' 10" 14' 4" 14' 2" 18' V 19' 3" 18' 4" 18' 11" 18' 11" 21' 4" 21' 0" 22' 2" NOTE:
THE5E VALUES CONSIDER DEFLECTION Llf"fIT OF LIP-0 FOR 5PAN5 UP TO 12', AND L/ISO BEYOND 12' IN HVHZ (PER 2001 FBG 1612.1) r-
r- r-,-) ,= t) A K I = I r I r= n;;7-) c,;=ANI TdRI ;= F'N<'1 n_'Fn STI;;:-l1(-_T11fZFS IN5TRUCTION5
FOR TABLE U5= VERIFY
APPROPRIATE ALLOWABLE LIVE LOAD. W'ND SEED AND EXPOSURE GATEGCRY NLY
RA, OWTRSEOENGINEER EAL L-11ENNARDO.
PE FL• _W'65.9 MS 'N
E==EAT FOR TW= PROJECT JALID WITH GOVERNING UNICIPALITYANDBUILDINGCCDELOCATIONUSING2001
FLORIDA BUILDING CODE. F ND ALLC'WGB.= E-1 C ROCF CLEAR FRANK SPAN IN TABLES
FOR APPROPRIATE PANEL CE=--. =4SNG T-'CG\E55. A -ND EPS CCRE i000 F00. I11 J0l Or1T WEIGHT SELECTED. NOTES
ON DEFLECTION
U5E: z USE L/120
FOR ALL NON HVHZ FLORIDA ROCF ME BERS OVER dN CPEN OR 5GREEN-WALLED ROOM
IUN.OJ, L/180 FOR FLCRIDA ROC. MEMBER5 THAT 5UPPGRT FL EDITIO t
NOTHING OR ANON-PLA5TERED CEILING OVER AV ENCLOSED ROOM. AND L/2s0 FOR FLORIDA ROOF MEMBERS
THAT DO SUPPORT A FLG5TERED CEILING OVER AN ENCLOSED ROOM (PER
2001 FBC TABLE 1610.1) OTHER DE51GN CON51DERA
110N. FRONT OVERHANG O/
H MAY BE UP TO Y WITH VALUES G..,C'/E T WIDTH . G/
H FOR TC- PANE_ LENGT l ADD TABLE LINGN •WALL c iCrI TH
I' FOR 4' PANEL W Gt+:3_''<?`:<:< MAX. UNSUPPORTED SIDEOVERHANG1525 " G FGNEL W D l 2 O r C17«?;;.( n
11l ( ,.v IUUMAX. ItU
U \
l T
T d' RF MNPER003GGFTIFEITHTOEROOFPG:::.::::.:................. 11Z
C C
1'
I _ C IA ITSPECIFIC' SEALED LNG N__RING •. - ..._ cE..,. RED N DEVIATE FROM LO- .
D5 DEFLECTIONS. GN.i ,. -.N5 CCN N_D Ci2,:..?!if::i;; i :::::::::::: ...i: i:i:i i:i ORDER TO Gc c _ _ aa::: c::'.;;: LL . i:ila3
GTI
N Or
TH= TABLE IS NO. FE< :I . ED. GCN. A.-7 LINE GR INTERPOL ., - - - - - AN M R_
361 P GA GUL ^ W .> fi:: ... . TAR,
A .. ..
aC_ THIo ENGINEER FORAL _, N 5 L : x.x NOTE:
TABLE SPANS
AL50 VALID FOR USE WIT I SCc ALL AND,?{•Q.:;iQ J CP G ..E5GST3G....... FACING. USE TABLE
VALUE FOR APPLICABLE ALUM. FACING. THIGK.',I1'I.: _;#j1%". OSB TC ii,r,.; .?. .:;_;; A HERcD USING
cOU VAL-NT ADH- I E :...'LL y1 4 TO
APPLY ROOFING
PRODUCT TO ALUM. OR OSB FGCJNG, PART POLYURETHANE SEALANT,
MANUFACTURED BY FOL, PREMIUM 15 A
ONE PART URETHANE BASED CGN5TRLrr1d ADHE51vE SHALL BE
HANDLED AND APPLIED IN A..I..Qq SPECIFICATIONS. EACH WILL
ACHIEVE AN UPLIFT R i_T{Z::1 MATERIAL TO OVERALL
REQUIRED DESIGN -:SPA. SP SPAN. SITE -SPECIFIC
ENGINEERING REOUIRED::::.i..:.'..'>k1`,?1: OR ROOF SPANS
AND DEFLECTIONS GREATEF2;Fki1S'l HALL I 3" .024 3" .032 4" .024 4" .032 6" .024 6" .032 8" .024 8" .032 Veloc.3 Exp.
LL Deft. Limit 11b 21b 11b 21b tlb 21b 11b 21b 11 11b 21b 1 tlb 21b tlb 21b 11b 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" I........... 22' 6"
24'
1" 26' 1" 25' 9' 26' 9" 1oG B 1a
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' S" 21' 10" 23' 8" 23' S" 24' 3" L / 180 12'
11" 12' 10" 13' 10" 13' 10' 15' 5" 15' 0" 15' 7" 15' 5" 19, 8" 20' 11" 20' 5" 20' 10" 22' 4" 24' .2 23' 11' 24' 9" 1ooc,1loB 17
L / 240 119"
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" L / 180 12' 0"
11' It" 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' Y 110 C, 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" 20' S" 20' 2" 20' 11" L / 180 11' 3"
11' 2" 12' 1' 12' 1' 13' S" 13' 1" 13' 7" 13 S" 17' 1" 18' 3- 17' 9" 18' 2" 19' 5" 21' 0" 20' 10" 21' 7" 120 C, 130 B
26 L / 240 10' 2"
10' 2" 10' 11" 10' 11" 12' 2" 11' 10" 12' 4" 1 12' 2" 15' 7" 16' 7' 16' 2" 16' 6" 17' 8" 19' 1" 18' 11' 19' 7" L / 180 10' 7"
10' 7" 11' 4" 11' 4" 12' 8" 12' 4" 12' 9" 12' 8" 16' 1" 17' 2' 16' 9" 17' 1" 18' 4' 19' 10" 19' 7" 20' 4" 1408 130 C 140C'
L / 240 9'
7" 9' 7' 10' 4' 10' 4' 1 1' 6' 1 1' 2" 1 1' 7" 11' 6" 14' 8' 15' 7' 15' 3" 15' 6" 16' 7" 18' 0" 17' 10' 18' S" L / 180 10' 3"
10' 2' 11' 0" 11' 0' 12' 2" 11' 10" 12' 4" 12' 3" 15' 7" 16' 7- 16' 2" 16' 6" 17' 8" 19' 2" 18' 11' 19' 7" 150 B 34 L /
240 9' 3"
9' 3" I.. _ 10' 0" 9'
1
V 11' 1" 10' 9" 11' 2" 11, 1" 14' 2" 15' 1" 14' 8" 15' 0" 16' 1" 17' 5" 17' 2' 17' 10" L / 180 9' 6"
9' 6" 10' 3" 10' Y 1 1' 5" 1 1' 1" 1 1' 6" 1 1' 5" 14' 6" 15' 6" 15' V 15' 5" 1 G' G" 17* 10' 17' 8" 18' 4.." 150 C 4 1
L/ 240 8 8
8 8 9 4 9 4 10 4 10 1 10' 5" 10' 4" 13' 2" 14' 1' 13' 9" 14' 0" 15' 0" 16' 3" 16, 1' L/180 9 1
9 1' 9' 9' 9' 9" 10' 10" 10' 7" 1 I' 0" 10' 11" 13' 10" 14' 9' 14' 5" 14' 9" 15' 7" 17' 1" 16':1:7:: 160 C 47 L /
240 8' 3"
8' 3" 8' 11' 8' 10" 9' 10" 9' 7" 10' 0' 9' 1 1' 12' 7" 13' S' . 13' 1" 13' 4" 1 4' 4" 15' G" 15. .. A L / 180 8' 7"
8' 6" 9' 2' 9' 2' 10' 2" 9' 11" 10' 4" 10' 3" 13' 0" 13' 10' 13' 6" 13' 10" 14' 2" 15' 11" 8.':::?:: tz`:: '' 175 C 57 L /
240 7' 9"
7' 9" 8' 4" 8' 4" 9' 3" 9' 0" 9' 4" 9' 3" 1 1' 10" 12' 7" 12' 3" 12' 7" 1 3' S" 14' 6";;;:td`$"'1'11t4' NOTE: THESE VALUES FOR
U5E IN HVHZ ZONES EPS RROOF PANEL / SPA
DESGRiFTION: POSTMAXA WIDTH H I-
RL0,<IN G A P N EL PANELP c 571RUGTURE (I/c'/FT
MIN SL CI E) DEPTH 1 EPS GORE I
Ib
OIR 2 Ib o 0 LEAR SPAN (L) IN51DE
TO IN51DE 024' OR.032' TOP
4 BOTTOM FACINGS REFER
TO ADDITIONAL ENGINEERING
SHEETS FOR ROOF CONNECTIONS 4
SUPPORTING STRUCTURE DETAIL BY THIS
OR ANY OTHER ENGINEER. THIS SHEET CERTIFIES
ALLOWABLE ROOF SPANS ONLY. SEAL
JOINT ° o— o
N P EL CONTINUOUS ° ° ° ° o ° DEPTN 5KYLIGWT
GAULKINCs ° o° o o° o °
DCr E I T
RLO-CI1NG-
CROAS SECTION ADD THICKNESS OF WALL
FOR TOTAL PANEL
SPAN: OPTIONAL V°°°
u° GUTTER
OR
DRIPCAP o
30' MAX
IN
FRONT
4 25% OF
PANEL WIDTH Q
SIDES 12'
MAX AT s
SIDES) RECEIVING CWANNEL
C-: d.
l'
TE'::.,.,'.''..
iQ. yc{EI..L*.':;r.1:2: CCRT.ER , (I1'ii::
Y.j{1a:.j;;•?, CN 5KTLIGWT PKiCiGiiiyl",Y::,,
p PRE55(JTE:wEv i9
WINDOW IL'>±:;,h".•`:::=i
SI—oo ° °O 0O0°°
0OO O
O °
O°
OO
O O T-
RO CFPANEL 5<
YL IGHT V
EA 51DE 24'
X 45, MAX
51:YLIGWT CPEN CONDUIT
F:-`i 1 ;
5UPPGRT T D'
D \
x IDTm' AZEE
REALL451DE5 WIRING ,
FyN INTEGRITT DY
OTWER5 FAN
BEAM ROOF
PANEL
ACCESSORIES FOR
PARTIALLY ENLQ5ED STRUCTURES
lGcp>;-"1'I't' C TIPL RE55URE INTHE CHART
FOR THE WIND+:>VELOCITY.-XA`D EXP05UR 15E THAT NEW PRESSURE
TO DETEFW'.ft.` A:HE APPLICABLE ROW IN 41_LOWABLE WALL SPANS.
I TA /A_Uc
IDI ..''A.....0..... QP•N1SGRE
ENEp ENGL_OS--u 5"..';;; NON-H'/NZ CALCULATIONS
5A5ED'0,f PSF MIN LL.` HVHZ
CALCULATIONS BASED ON
A5C MJ- R5 ZONES 2
1 3, L/80 DEFL LIMIT 2 NON-H`HZ::
CALGAULATIONSBASEDON2001F ..1 CF INTER4diR- 1 EXTERIOR ZONES,
EXP 'C' PRES!' !M5 FBC TAM EEfjC62D, 15' MRH,
VALUES VALID GO€i:31CN5 BASED ON
A5CE 1-98 r- FR F M R CN° THc
t} g$:...... 10 dmAVERAGEOWF5ZWDi:fE^°i3t3RE UESOR 16GI-
1PH 1 IlSMPH G3- 4) P51- 901 15 A
CiE3C;: is INC. OR b) FL CHEhtREX,
INC. JFACTURER'5 D
WEIGHT OF
ROOFING i'
i:RMINE ALLOWABLE l:}'
ECIFIED HEREIN THEN 2002
s. SOLID ROOF
LOG{
5, I .0 ll, IC u4r3 Kd.O5.'00 sq
Ft MINROOFARE-' L Er_! LIMIT BEYOND Q% 30
P5• MIN Lt . vFRS, 50': WEIGHTED AVERAGE US!\C,
FACTOR C= 121 PER
2CO; 0 ,5. 2CO Sq rt MIN
ROCF AoE_' P5F I"71N LL. ASCE 1-
93 1 INTERPOLATION OF
i`':' ILBI 2LG .C3,2'i
ii!li •..,;;lr.:•• F.;NELS 03TG'NED FROM STRU rUR.,L PR^ .......... _<PE 3....:Gke ft.5 5'
C , ALOES F'C4£%.::SFj*ifs °EvF;#?,.1.
NELS ItfK?C[0 B`" E/TiGoCLGTICN Cr pGTA- G >w F. Or1j E1"'f L:
S.cs A 1 E TRAPOLAi ION FROM TEST RE^CR o YA'_UES FO2......;ttl :.: z,Kti1 P.. .;:.:<;:::.:.:::g..... 1-IAXIMur`I OF C•4WUL.+ TLZi..
ip 9LfiCTtO?t "v TE5-,NCI OR Us t CC (,-l!N TEST EI .
ta.,:cE3EN!~p:>TO DEAD LOAD IS Fd'C3O L?: 13i.
p: :t kir> EvaTICN5 =C^< LIVE LCJD VALUE5 ABCVE 1:5M. I,TRACTED FROI''F:;tYPats;
3F.F;.GiA#I< ,f:I 4YfON5 I FBC 16C6.1.5"<FQ i.
5r- v 11ICN CF C==N F crIGLLY ENCLOSED. 1 ENCLOSED S.T:r,itmrljRE5 FOR USE 4,
54#?P.LICALE. A L >O.T E S tsyfiTAIL
CN( f;.11ic'.kl.Ff HEN
SIGNED AND SEALED B`' PRANG L. BENNARDO, P.E. THI5 SHEET 5G#g# 'GCNTAI zk.f£ : t .kEE'
STAMP OVER THE PLAN =4G CR 15 NOT VALID FOR USE. 4'+:.S :Ti ERATIO#iA;l?'?3:$'#
tu„,.„1J;' HIGHLIGHTING, OROTHER MARKINGS TO THI5 DOCUMENT ARE NOT f? IE;TTED:;4. Ii:::12!;.V4:i0.
ATE CUR CERTIFICATION. 2F 11{r SFir1kvf?::#EENDESIGNED AND 5HALL
BE FA3RICATED IN ACCORDANCE WITH THE T H INVESTIGATE AN 'TRA R A INV
S G c DIINGOO_. G CN C 5 LLEBUILDINGIFLORIDAB ;' 2Co EE:tEkI#sc" # 1731= I IIAWIHMAYAPY
N R TR W FLY. DESG G E M N McoGIIAEDNCODEE `E:TG :W. :X4E EINBUILDING73:Ef y.T . EREIN MAY
REQUIRE
ADDITIONAL SITE S=EG',•IG SEALED ENGINEER!tiG. t; 1 .;L^A 1f::i SCTOR 5HALL
CAREFULLY CONSIDER PC55'B1_E IMP051NG LOADS ON ROOF INCLUDING TO ANY CONCENTRATED LOADS W'H'C:-IMAYJUSTIFYGREATERDESIGNCRITERIA. T14.1S; iL DiD.R.ItNAL ROOF LOAD
CRITERIA 5HALL BE PROPERLY ANALYZED BY A PROFESSIONAL E.... #0 i 33'?EDSITE ROOF AND WALL
MEMBERS 5HALLBEGONSiRJCT=D USING TYPE 3003-HI54 ALUMINUM FACINGS, (1) OR (2) PCF ASTM C-518
CARPENTER BRAND EP5 A5uERE TO ALUMINUM FACINGS WITH 451-41-AND CHEMICAL 2020D 150 GRIP. FABRICATION
TO BE BY ELITE PANEL PRODUCTS ONLY IN ACCORDANCE WITH APPROVED FABRICATION METHCD5. 5) ELITE ROOF
PANELS MAINTAIN A UL 1115
ONT) CLA55 '5' (EXT) RATING AND ARE NSR-501 APPROVED. 6) ENGINEER SEAL AFFIXED HERETO VALIDATES DE5'
G-
N CF SPAN CHART VALUES AS SHOWN ONLY, USE OF TW15 SPECIFICATION BY ELITE, et el.
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. 1) EXCEPT AS EXPRESSLY PROVIDED IN THI5 DETAIL,
NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. THI5 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. F.E. lL LL 3 u, i- w LLI 1
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RECEIVING ° °
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SEALED TO WALLAVOIDSPLITTINGCONCRETE
OR FILLED 3/4' (TYP) Q 12' EA. SIDE SKYLIGHT
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12 x'/s' SMS o II' O.G. (4) PER 4' PANEL T t
SLEEVE ANCHOR TO HOLLOW BLOCK AT SAME X I }' EMBED ALL 4 w£6 .;::;; ;.,;;:;1 W Qj
SPACING OR USE Y, SPACING FOR 'fAPC•ON WOOD SCREWS ° s
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C2) 5MS 2' 4' FROM EACHB. ADD - EACH N 2' FROM 4' FROM ENDS ttPLACEf3) AT G END RFASTENERS VENCLOSUREENDTtB. HEAVY ADHESIVE o E END
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t
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GR E i A.
T o NSAANGLEOWITH ) TAPGOE0W (2 H A 8' TA LE ' PU5 BAR, 5 EB30INX0oE00000oj • i 00 = 0 oM PROVIDING IMIN. ED. A OVDEMBED. S BPRLTAUTO K AJO00
0 0 K G P.. _ 0 0
0 o o I/4' TAPGON • COL. P 0 0
0 0 0 0 o CENTERED t l iz APART 1 !3) 14 CLOSER SCHEDULE 0 ° °
o
0 0 0 0 0° 1 EMBED SMS TO COLUMN NOTE: ADD o ° o °
o TO CONG BEHIND FOR 2x6 0 oSECONDANGLEBEDR000000OG.
TYP. 2 x 2 BOX AS 24 tLARGER, ROOF COLUMNS ERGOLLCARRYBEAM
GREATER THAN 16'-O', AND UNDER NON -PRIMARY COLUMN SEE SITE
SPEC) — DOOR SUPPORT ONLY 2 x 2 WITH I x 2 • CORNE::?l<.J CHAIR RAIL 12'-36' ALT: Ira'
THRU BOLTS 1 ALL INTERMEDIATE CARRY BEAMS BETWEEN PRIMARY
FiRt;J?};.SLAB m ROOF
t C.B.) o COLUMNS $'` l X IN BETWEEN 24' O.
G. t 4' FROM 3/e' THRUBOLT, 00 e° a°
OPEN
BACK ° 00 I'X2'O E CARRY BEAM
ENDS TO2'x2'x.m93' o SET TO COLUM
N o ANGLES (EITHER
A ' MIN FROM c BA
CK
3 R A ":1 :
AS. SIDE) IFRQDBYOOpGENERALNOTE `iI'i?`??#?'.....::i:.. THIS PLAN NOT FOR USE IiE.,b# („ R_ BLDG DEPT.
NOTCH COL.
TO SLAB EDGE FIT BE
AMS 5 NUG O BiHI
T HA NOT USED O'' .......T... HE ORIGINAL.;S3(e1kA:IURE t RAISED SEAL CF FR NK L. II T5DOCUMENTSLLOBE1'+v.'`:,3N.xEF3f.tG:..''.....'.Ul.":.',.R::: :;, I BENNARDO
P.E. i BOLTSSGOLScLBU4f3 •14 F 2x2 ANGLEIAT T ITTANINVALIDATE ' 'i'f. THIS DOGUF?lE7 1"i'i4REiI Ifl PERM ED D AT 6'
FROM ENDS t q ALTERATIONS, ADDITIONS,
HIGHCIfbHTING, ORi"p'I`3 1?T2#`34`#FiCtra0 SMS EA
LEG E t FOOTING. MAY OVERLAID WITH A OG. BE T BOSLCONCRETE 'IFIA7 / XIST. GIIN N WEft ¢ G O . E CUGEARYREQUIREMENTSF R, 'O.C. FOR CARRY 6H .. 'IM T T 2.. WITH THRNSOFE = R CU _ E '' f2kiJ` WESIDEOFBEAMPROVIDEDANCHORINGCONDITIONSABOVEARE2 THIS STRUCTURE HAS BEE2:::i3$3 hsIED AND St-TA I Iw S'F"rt;i`l`D IN::ICG,??^ap.GE PAVER BRICKPRODBEAM - ISWEET FOR MORE FLORIDA BUILDING CODE. A 1Y:iE C G? i ;ice 1ENDMENT5?:5£4f 1~15 fl1CYiiT z;€;li ;d PAWL:BE CONSIDERED IN DESIGN AND MAY P05T (SEEMET (SEE ADDITIONAL FOOTING ENGINEERING 5 EE SITE SPEC)
DETAIL AS REQUIRED) REQUIRE ADDITIONAL ENF-.'lii;',(T.l.F;INGs:;:'::kifOT FOR USE IN 4 1:Ifi'.,':'.i4!?si4.`1x, 3) TuE
EXISTING BE BE CAPABLE ::F£JTLIIl1s:F:LDED STRUCTURE AS VERIFIED BY THE PEc HOLDER NO
WARRAItTKi3l+v:i~xPRES$ED OR IMPLIED;:35:?t?:E3?:ft= 1. ADEQUACY OF HOST STRUCTURE SHALL BE v RI-
rIED BY OTHERS E Ede4) SCREENS
TO: E'i47:Ei7,'THAN fF:4'4:%>Cl. EN ATTACHED WI'f`Y:1:}:2(t;iF# k 114FLAT SPLINE. N L
CONNECTION SECTION AT ROOF 5) GGMPOSITFW.i.ERS SHA3L3F4p3IGATED BY ELt7£:?F? FEL PRCDUGTS ONLY IN ACCORDANCE WITH APPROVED ROOF PAEFABRICATION::k7#(E3C3£i`:: F PANELSIDE6) ALL E :I . ' Ei i 6(Si E :,BE; ti ?#'km.: i OY TYPI~.i6 63-Tb l)f+i:t. EXTRUSION THICKNESS PER THIS SHEET, WITH A FRONT ELEVATION ........... ..:.::::.::... 1/4'
X LAGS 24' 0.0066' m."I y'''C'zi 7 ?E;33 ? Ei : i : -: :' i:E i`iz'?ii?z>' MAX. O.
G. fl' MIN LENGTH T) ALL PRIM f? t ivy9 A3 "(? f l 5i `I ':80NNECT QIF ; 44LL BE BOLTED OR FASTENED WITH FOR RIVITS OR SHEET META_ o ° o °
GT PANEL THICKNESS) SCREWS AS SH :j :A Y( ?'i'bS atil#f4 PROPER:ir- #ri '?E ?• ETHODS AND CODES. ANY FASTNER STRIPPED OR NOT 0 o
ROOF SPAN FROM ADEQUATELY NO}~R?>:?1s::i5iw::E+,...'LAGED. ,;:I SEAL JOINT
o 0 o TO SECURE ROOF o ° TABLE
MIN ROOF •12 SMS m 16' B) FASTENERS SI-fAL-L-A:.A'1'9 - ::4Aa:` AND/OR': wO WITH Ir!' DIAMETER WASHER MINIMIUM UNLESS NOTED. EMBED. CONTINUOUS ° 0 °
o TO
NON -
PRIMARY 0 0
PITCH I5 1/4' PER TYP. T t B LENGTH5 NOTED ON'00-w— C'-ek— 1 :E f?;T INGI;: J#3 E5"X tG OR FINISH MATERIAL. Buildin Innovation' CAULKING ° ° WALLS
ONLY- CAULK 0 0
0 ° FT MAX IS 3' IN 12' ALL SCREW HEADS 9) ALL FASTENERS TD:. „`....',%':??E-,::;:1::1t•7:3iJ:>' : ..":VZd,.,..,:r l SE'TIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORR0510N RESISTANT
MA'.Et+Zi 11; dip;; al-E ALL C&I.t1. YWITH511C, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION I, THE E L 1 T E ALUMINUM ASSOCIATION,INC3>C'£ if k#:FiiL, STATE, AND LOCAL CODES. 0 0
0 0 0 0 10) THE CONTRACTOR IS RE53 1 i 1 .e.w.;+TEALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT Panel Products'. TY BEAM
TO CHAIR RAIL o 0 ELECTROLYSIS. z.' ::>:?:>::::>::::>::>::>::>:::' P 0
0 0 0
0
0
o
ELITE
ROOF I1) ELECTRICAL GROUND AND All iz 4T `!tt11RING AND CONSIDERATIONS TO BE DESIGNED BY OTHERS AS REQUIRED. 0 0
0 0 0 PANEL I2) ALL CONCRETE FOUNDATIONS 3I jtE>'c•2500p°I MIN ON 2000 PSF MIN COMPACTED SOIL, 45 DESIGNED BY OTHERS REVISIONS COL PER
TABLE ° 0 0 ° ° ° CR SEFERATE ENGINEERING. ALLOIU::4::: YtA" CURE BEFORE INSTALLING BOLTS. SEE ADDITIONAL FOUNDATION ENGINEERING BY THIS ENGINEER
IF REQUIRED FOR PRDG•T BY CODE. I TI
N DATE_ 4) 010
X I' SMS 13) ROOF PITCH TO BE 1/4' PER FOOT MIN, 3' PER FOOT MAX PROVIDED HIGHEST WALL DOES NOT EXCEED SPEGIFIED HEIGHT. 2 X
2 EA TYP. 2 X 2 BOX 14) ALUMINUM MEMBERS IN CONTACT WITH CONCRETE t WOOD SHALL BE PROTECTED BY 'KOPPERS BITUMINOUS PAINT' OR MFR MIN. EQUAL
IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. CHAIR 15)
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE, RAIL - -- __ •-- 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 WWICH 15 C LEA NTS VALANCE CALLED
FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. 2x2 ANGLE, (
3) •14 I(p) EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION, NO CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. : / — 0 0
SMS EA LEG, EA JOB •: 2 O SIDE
OF
BEAM THIS DOCUMENT 15 THE PROPERTY OF FRANK L. BENNARDO, P.E. t SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT
OF FRANK L. BENNARDO, P.E. SHEET: G) FRANK
L. BENNARDO, P.E. 1 OF 2 I
CARRY BEAi"i CLEAR 5P4N TABLE
IIIA1 I (•-r)l L_IFIr.L_I T TdF31
vv 1a-..-, -. _
TABLE SOLVES FOR MAX COL HT.
Load
BEAM. VeIOC & Exp
PSF)
AVG. COLUMN
5'-0" 5'-6"
SPACING >>
6'-0" 6'-6" 7'-0" 7'-6" 8'-0"
110 B 10 11' 0' o' 15 9' 8" W 4" 9' 0" 8' 8"
120 B 12 10' 1" 9, 7" 9, 2" 8' 10" 8' 6" 8' 2" 7. 11"
2x3 SNAP 110 C 130 B 14 9' 4" 8' 10" 8' 6" 8' 2" 7' 10" 7' 7" 7' 4"
140 B 16 8, 8" 8' 4" 7, 11" 7' 7" T 4" 7. 1" 6' 10"
I = 0.7610 120 C 17 8' 5" B' 1" 7' 8" 7' 5" 7' 2" 6' 11" 6' 8"
S = 0.4890 150 B 18 8' 2" 7' 10" 7. 6" 7' 2" 6' 11" 6' 8" 6' 6"
130 C 1 9 8' 0" 7' 7" 7' 3" 7' 0" 6' 9" 6' 6" 6' 4"
140 C 23 7' W 6' 11" 6' 7" 6' 4" 6' 1" 5' 11" 5' 9"
150 26 6' 10" 6' 6" 6' Y 6' 0" 5' 9" 5' 7" 5' 5"
110 B 10 13' 4" 2' 9" 12' 2" 11' 9" 11' W 10' 11" 10' 7"
2x3 SNAP 120 B 12 12' 2" 1' 8" l V 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"
120 C 17 10' 3" 9' 9" 9' 4" 9' 0" 8' 8" 8. 4" 8' 1"
I = 1.4550 150 B 18 91111, 9' 6" 9' 1" 8' 9'• 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" T 5" 7' 2" 6' 11"
150-C-26 8' W 7, 11" 7' 7" 7' W To" 6. 9„ 6' F
1108 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" 11 7" 11- Y 10' 10"
110 C, 130 B 14 12' 9" 2, 2" 11' 7" 11' 2" 10' 9" 10' 5" 10' 1"
2X2 BOX 140 B 16 11' 11" 1' 4" 10' 10" 10' 5" 10' 1" 9' 8" 9' 5"
120 C 17 11' 6" 1' 0" 10' 6„ 10' 1" 9' 9" 9, 5" 9' 1"
10' W 9' 10" 9' 6" 9' 2" 8' 10"
S = 0.9120 130 C 19 10' 11" 0' 5" 10' 0" y 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 c 26 9' 4" 8' 11" 8' 6" 8' 2" 7, 10" 7' T, 7' 4"
110 B 10 15' S' ' 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" 11' 6"
2x4 LAP 110 C, 130 B 14 13' 6" 2' 10" 12' 4" 11' 10" 11' 5" 11' 0" 10' 8"
140 B 16 12, 7" 2, 0" 11' 6" IV 1" 10' 8" 10' 3" 10' 0"
I = 2.0561 120 C 17 12' W 1- 8" 11' 2" 10' 9" 10' 4" 10' 0" 9' 8"
S = 1.0240 150 B 18 11' 11" 1' 4" 10' 10" 10' 5" 10' 0" 9- 8" 9' 5"
130 C 19 11' 7" 1' 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 26 9-11" 9. 5" 9, 0" 8' 8" 8, 4" 8' 1" 7, 10"
110 B 10 19' 3" 18' 8" 18' 1" I T 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" 6' 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"
1 = 3.9872 1200 17 15' 3" 4' 6" 13' 11" 13' 4" 12' 11" 12' 5" 12' V
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" 11' 5"
140 C 23 13' 1" 2- 6" 11' 11" 11' 6" 11' 1" 10' 8" 10' 4"
150 C 26 12' 4" 1' 9" 11' 3" 10 1 0" 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"
2x6LAP 110C,130E 14 18' 7" 17' 9" 17' 0" 16' 4" 15' 9" 15' 2" 14' 8"
140 B 16 517' 16' 7" 15' 10" 15' 3" 14' 8" 14' 2" 13' 9"
1 = 5.8403
S = 1.9450
120 C 17 16' 10" 16' 1" 15' 5" 14' 9" 14' Y 13' 9" IT 4"
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' 3" 12' 9" 12' 3" 11' 1 0"l 11' 5"
150 C 26 13' 8" IS 0" 12' 5" 11' 11"11 V 6" TV 1" 19 9"
I) VERIFY APPROFR!ATE WIND SPEEDS AND EXPOSURE (Exp) 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 (4VERAGE COLUMN SPACING)
3) THI5 TABLE NOT FOR USE WITH KNEEBRACES 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 CP 2001 FBC)
6) LESSER OF 15% OF YIELD STRESS (18,150 psi) OR ALUMINUM ASSOC.
ALLOWABLE TEN5ILE/COMPRE5SIVE STRESS OF 15,000 psl DIVIDED BY 1=0.11
Oc3.480 PSI) (SEE TABLE 1606 OF 2001 FBC)
G CARRY BEAM
CONNECTION a WALL
I EPS POLY : . • •.
ROOF
O 1/4' THRU BOLTS 4' FROM ENDS o 24' O.G.
O
O TO VxVx.093' CONTINUOUS ANGLE
2'x3'x'/a' ANGLE FASTENED TO INSIDE 4
O O BOTTOM OF CARRY BEAM W/ 1/4' TB.
O SIDE, (3) -14 5M5 BOTTOM, FASTENED TO
CARRY BEAM CBS WALL W/ (3) %'0/4' EMBED
SEE TABLE) TAPCON5 OR TO WOOD WITH •14 X I }'
EMBED WOOD SCREWS EA ANGLE
TYP. CARRY BEAM
SPLICE DETAIL
NOTE: NO SPLICE TO OCCUR IN CENTER I OF SPAN.
SPLICE FOR BEAMS ABOVE 2 X 6 TO BE OVER SUPPORTS
6' MIN FROM
ANY ROOF SPLICE
0 0 0 0 0 0 0 0 0 0
00 0 0 0 0 0 0 0 0 0 0 0 (1) 1/4' x 4' LAG
00 0 0 0 01 0 0 0 00 0 0 00 0 00 0 0 0 BOLT INTO EACH
0 0 0 0 0 0 0 0 0 0 0 0 0 CARRY BEAM END
0 0 0
0 0 O 0 0 O ni-0 0 0 0 0 0 0
4) 014 SMS EA. SIDE OF c 0 o 0
PLATE UP TO 4' CB, (6) C8 • 1/2'
EA SIDE UP TO 2 X 6 0 0 e
ROOF CARRY BEA17 PER TABLE
6' WIDE X 1/8' THK ALUM
lPLATEONEACHSIDE
OF CARRY BEAM
SCREEN COLUMN
LOCATION MAY VARY)
EXTRUSIONS
VERIFY FIELD EXTRUSION DIMENSIONS WIT"
DESIGN DIMENSIONS PRIOR TO USE. ALTERNATE
ENGINEERING WILL BE REQUIRED FOR
DIMENSIONS LESS THAN THOSE AS SPECIFIED
HEREIN. ALL EXTRUSIONS TO BE 6063-T6
2X3SNAP 2X3Box
BEAM BEAM
JOSS,PTY
Q
M
m
ID55, 1 1 1
I-- 2ID'
2 X VARIES
LAP BEAM
70' ~I
LAP BEAM WALL
T:411C.KNFSSFS
BEAM TOP SIDE
2x4 160' 044'
2x5 160' 050'
2xoi 160' 050'
2 x-1 160' 051'
2x8 012'
2x9 L234' 4' 012':
0 SIDE'
SEE
u TABLE)
c0
TOP'
i SEE
TABLE) 12 SMS ::Z;rt:': G#
T I B FOfi'` 7X'1;i
LARGER, 32''
UNDER 2 X 1. <:
L PROVIDE MIN C
SETS PER ANY
SECTION.
ANGLES
202) Box T
TBEAMWITH y
062', .062',
T
EAVE AND
COFZNER
f
SNAP
DEPTH AS
3REG2UIRED3X
ID45 -
L 2' t':Nd SQUARE
T
TUBE
I X 2 OPEN I', 2% 3% 4'
SNAP •
ID45'-+ SIM: 2 x 5 X .093'
FOR NON -SNAP 4 BOX BEAM
COMPOSITE CONNECTIONS, NOT SHOWN)
20. I USE • 10 X 2' SM5 • 16' O.G.
Load TOTAL ROOF CLEAR SPAN >>
BEAM
Ps1) B 10 12 ' 14 16 18 20 24
11 8'• 1 1" fit- 5' Vvy 7' 7" 7' 4 7'- 1" 6'- 10' 6 - 6'
2 x 3 SNAP 13 8'- 5" 7'- 1 1 » 6 7 % 2" 61- ill 6'- 8" 6'- 6' 5'- 1 "
15 7'- 11' V- 6• 7'- 1" 61• 9 61• 6" 6'. 4" 6" 1" 5'. 9'
I (in'): S (in'): 18 7'- 7' 7'- 1" 6'- 9" 6'- 5" 6% 2 6'- 0" 5% 10- 5' 6'
0.879 0 586 20 7'- 3" 6'- 10" 6'- 6" 8'- 3" 6% 0" 51- 9" 5'- 7' 5'- 3'
24 6'- 10' 8'- 5' 6'. 1" 5'- 10" 5% 7" 5'- 5" 5'- 3' 4'• 10'
11 8'- 11" 8'- 4' V- 1 V 7'- 7" 7'- 4" 7'- 1" 61- 10, 5'• 5"
2x3x.070 BOX 13 8'- 5" 7'. 11" 7'- 6' 7'- 2" 6% 11" 6'- 8" 6'- 5" 6'- 1' :<
15 7'- 1 1' 7'- 6" 7'- 1" 6'. 9: 6'• 6" 6% 3" 6'- V 5'. v.] ' ;
1 (in 41: S (in'): 1 8 7'- 6' 7'• 1' 61- 9• 61- 5" 6'- 2„ 6'- 0" 5'- 9' 5
0.874 0.583 20 7'- 3 6'- 10" 6'- e" 6'- 3" 6% 0" 5'. 9" 5'7' S' ';;;
24 61- 10, 61- 5" 6'. 1" 5'- 10" 5'. 7" 51- 5" 5'• 2-
1 1 1 V- 10 V- 2" 0'- 7" 1 0'- 1" 9'• 9" 9'- 5" 91_ 1:`i;i
2x4 LAP 13 11' 2" 0'- 6' 0'- 0" 9'- 7" 9'. 2" a,- 11" 8'-:;:7:' :: I>?: *I'I
1 5 10'- 7„ 9'- 1 1" 9,_ 5" 9,_ 0.. a,- all8'• 4" B:';:: 'I:<'I I'
I (in 4) S (in') 18 10,- 0" 9 5" 9 0" 8'- 7 8'- 3" 7'- 11"; 7`+:8:'<;';T;`>:.g
2 056 1.024 20 91- 8" 91• 1" 8'- 8" 8'- 3" 8% 0" 7'-!i>EES 1:G:;'. 7'f,:
24 9,_ 1^ 8._ 7" 8% 2" 7'- 9" 7'- 6" 7'- 3`"if:`3
1 1 1 4. 9., 7 3'- 1 1 " 1 3 _ 2.. 1 2._ 8„ 1 2,_ 2,. 1 1 ,_ 9'. i3?a: :: ::` s1:9:' _I:z
2x5 LAP 13 14'- 0" 13'- 2" 12'- 6 11'- 11 11'- 6" t ly:- 1" Q': ii l"`:i Fa' < "i::::i:
1 5 1 3'• 2 1 2'- 5 1 1'- 9 1 1'- 3 1 0'- 10:"' i0'+>6" 1 0'='2:":;:;9:'.:>:;?::";#:;
a
I (in 1: S (in 1: 18 12._ 6" 11._ 9" 11._ 2" 10._ 8" 1 0'- #i"; iii8`' z1i4:." 9'- T?< :., d#i'> h
3.987 1.589 20 12._ 1,. 11,_ 5" 10,_ 10„ 10._ 4" 9..-.,:;;f'..,::;::,.::'' 9'- 4-
24 1 1'• 4.. 10,_ 8" 10'- 2., 91- 9" 9 ij" 7-
1 1 1 4'- 9" 13' 1 1" 1 3' 2" 12'- 7" 73 1: 11..,`'8 11'- 4" 10'- "
2x5x.093 13 13% 11" 13'- 2" 12%6- 11'- 11" 11 $`._. 1:f - V, 10'- 9- 10'- 2'
1 5 1 3'- 2" 1 2'- 5" 1 V- 9" 1 1 3;; 14 10 . 1:0'- 5" t 0' t' 9' 7'
On'): S (in'): 18 12' 6" 11' 9" 11' 2" 1:0.,.:,&;;.;t:Q:-:3`:::.;:.;9:",:. 11' g'_ 7' S' 1
3.969 1.588 20 12'- 1" 11'- 4" 10'- 10". to 4., 4f:1 8.LK" 9'• 3' 8'- 8"
24 11 V- 4" 10'. 8" 110'- 2.+i 8'- 7" 7'- , , ..
1 t 1 6._ 9" 1 5'- 10" 1 5' .;f)": : k: ?:'. 4i"i ii3i?=:ii1Q:':`: ii "+;:i$;":>i:;i 1 2'- 1 1 .. 1 2. 2.'
2x6 LAP 13 15'- 11' 14'• 11" 14'=:_:7:^.:. 3...........
1 5 15*- 0., 1 4 _ 1 ' 1 3'- 5 .:;::; t;:2:: :.i 0 ' 1 2'_::4; : ;: it:it:`r`if 1>;!:::1:::a;:.;:.;. 6• 10' 11
in 4): S (in 3) 18 14'- 3" 1 J 5 12' 9 T2 - 2" 11'- 9' 11 ;3 tt7 11" 0'2"
5.840 1.945 20 13'- 9" 12 11 ; i.2'• 3" 11 - 9.. 11'- 4 10
24 12'- 11" 722...::1:;1:'>. 7' i 1' 0" 10'- 7 1Q..:>Q.._..3:::i 8 g _ 9..
i i 16'- 7,. 1 5,_ 1 1 •• 1 5"r:i5": f::4':'::1:1,:: f.i4.. 1 ..
2X7 LAP 13 18' 4" :>::E:X' z J:#5.:. 15,_ 8,. 15,_ ,,, 14'- 7:"::::::1::V. 1?.:;13. 4"
1 5 1 7'- 4 .. 6:.::::3; :;:::::}a'#:::'.i`a:LL:::t:4
o_:::.
9 ,. 1 4'- 3 ,. 13*- 9 ,..:::> 1::3`+;.>: 2- 7 ..
I(in'). S(in'): 18 16' S" 15':;:5:";:::i>s8::>:::.. 0.. 13._6" 13,_0.,'$2`t7
8.989 2.572 20 1 5'- 1 1" p::: 1 4'- 1:.#:::;::1: r::i:: w;::;:; d;:;;;;2:;;:;;;; 3:;::;:7 1 3 '- 1 t 2 '- 1 Z' • 1" i 1
24 1 4'. 11" 14'- ii:::<:::,. 12,_ 2,. 1 1. R.,
1 1 23'- 4" 21'- , 1" Z-4:"<;:E$3##E `''#`?4:':>{:::1:':. 19'- 2 18'- 6" 1 7' 1 t" 10' 11"
2x8 LAP 13 22'.1 20'-9" 1"l? 8' f3`rf0:`` t<:8_1" 17'-6" t6' 11" 16._0" I, 15 20'- 10" 19' 7" 18''=: "X;l::: i?"E:9"z:i:it'iT'r: 1 16' 6" 16' 0" 5'_ 1'
I (in 1. S lin 1::. 18 19'- 9" 18% 7" 17'• BI":.issiii:ai fag:>:3., i T zi.:.:.:.::"..3. 15,_8., t5•. 2_ q. 4..
15.62 3.90,f):::::::<., 20 19' 1" 18'• 0" 17'•t:'_ 24'. B 1• 3 - 8"
Q 4 1 7'- 1 1- 16-- 1 1 " 1 6' 1 " 1::5:'Yi4i"iiiii iYi1i'3 ;iQ'" 14 _ 2" 1 3 - 5' 112'. 5 " 25'
8" 24' 2" 22'• 11" 21?'::i>t:li:"i 2+.V 1" 2J'• 4" 19' 9' 18' 8" 2
x 9 L;k>>> < 3» a 3'• 22.. 10 •• 1 ze: 0'=' .'.... z5:::: f>9'- 1 1" 1 9'- 3., 1 8' 8' 7. 8- s>
3>5»>E: s2'- 1 1" 21'- 7' 20',:::53":::_. 1 9'- 7">' 18'- 10" 1 8' 2" 1 7'- 7' 16'- 8" I, Y?5'? Ilin1: S'` ;IFE:;::::;.....:: i'i E ^',;.•- 5::. 9.. 2 0 6' 1,9ri " ::.1;,8' 7" 1 ,_ 1 1,. 71 7._ 1.. 16. 9 5,_ 8" 2 . ;:;
8 A 4 5::5, >::>::::«::7:R::::: a.:. i wiiti:':ri>#1 " 1 9 ' - 9 " a3 ": it:#> . G . 1 7 . _ 3 ,. 1 6 , _ 8 .. 1 0 . _ 2 , 3:::>::::::>::>
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