HomeMy WebLinkAboutSUBMITTED PAPERSF�D
t�
OFFICE US4 ONLY:
Date:
Fee DueW
Receipt#
Permit #
S(, EG
PLANNING & DEVELOPMENT SERVICES BY
® BUILDING & CODE REGULATION DIVISION St. Luc-
-11 ! 2300 Virginia Avenue (� Cie �118'c
P�
Ft. Pierce, FL 34982-5652�
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
O . VJ O uT(0 � 6 q5 q C� �C.l'E �� C, jFt' 3q-q40
1. LOCATION/SITE ADDRESS: •
2. PROJECT NAME: 5 E fJ SITE PLAN NAME:
3. PROPERTY TAX ID #: `f T "" 8 L�0 — C) 0+ — OW
4. LEGAL DESCRIPTION (attach extra sheets if necessary): ftWpgK KOGE PLAT 11 —
TPv�,L.Cwool) V ► Uj'R&E t--O i 3
5. PLAT BK -50 PAGE 6 —k bra BLOCK LOT3
2b P'CUX7 t 1 x ( +16'V4 )(
6. PARCEL SIZE: ACRES/SQ FT. • LOT DIMENSIONS
�
52 2-0 / C) " 17
7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
N = New
SG = Slab on Grade
SQUARE FEET OF
TYPE OF CONSTRUCTION
A = Addition
SR = Raised Slab
DIMENSIONS
CONSTRUCTION
R = Rebuild
WD = Wood Deck
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
POOL ENCLOSURE
`Z
❑ NEW ❑ EXISTING
Z X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
❑ NEW ❑ EXISTING
X
EXISTING ACCESSORY STRUCTURE
❑ OTHER:
❑ NEW ❑ EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTALSQUARE FOOTAGE OF CONSTRUCTION
SZS
9. VALUE OF CONSTRUCTION: $
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
Q1 ,rVnV F.— Nn- Bill-112 Re_0I/26/2010
OWNER INFORMATION
V• S&1�1 ri►�c` ���n1 C SCT1t i
NAME:--QI�RI�
ADDRESS: i V� Lk51Zcu=
CITY: q'� STATE: ZIP
PHONE (DAYTIME): 7( lZ) 3'0 — q 9/ Z EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE: `
FEE SIMPLE TITLEHOLDER: ~J
I
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): �)
CONTRACTOR INFORMATION
SC-(-C) (0() 9
�
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME: 71 i) TJE-E7� S C, �, GC N C-�
QUALIFIER'S NAME: C O1 V lkc'
ADDRESS: Z� S v� MP�T 1 -90 W Pis
CITY: ��C1- C �T� STATE:►-. ZIP 3
PHONE (DAYTIME): (II-) FAXNO. M-2-03-302-9 email:
ARCHITECT/ENGINEER:
ADDRESS: -/ 3 ('10
\\N
CITY: T� TkTl'oN STATE: IF71, . ZIP 333 11
✓
PHONE (DAYTIME): (_%p 95 Lf^ -7E7 - ZOz7
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All su 6 structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OFFICE USE ONLY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT
BIMS FEE
$
MISC FEES
$
TOTAL FEES
$
CODE
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
IT
COMPLETE
TN1T1 A T .0
4.��
PLAN RF EW SPECIFICATION CI "KLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
IJ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger.
• All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists &
drawings.
• The plan view must include all dimensions; the location of the host structure and all materials must be sized and
identified thereon.
• All elevations must be shown, including 4'h wall detail, dimensions and all material must be sized and identified.
• All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening or other details which are relevant to the design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
• All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component
must be sized and identified.
All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified.
All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications.
• All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter
20, including 2006 revisions.
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -
catching gates with picket spacing.
(II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, identified on the openings of all Plans.
(III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4's wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume full responsibility for both structures' integrity by site specific documentation.
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
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 TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms6 U'4�
OWNER OR COURACTOITSIGNATURE CONTRACTORSIGNATURE
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF fA �T1 COUNTY OF M
The foregoing instrument was, acknowledged before me
me this ` ` day of
by Cx"ITN
The foregoing instrument was acknowledged before me
me this Vc7 day of , 20 kk
by Cx'4kk\ ,
who is personally known to me, or who has who is personally kno �_ to me, or who has
produced produced ,
as identification. dentification
i
1���� e Y
Signature of Notary F#J9�[l.J=y Signature of Notary """"`�
+ ` * MYCOIIi11SSI0N#DDI4i5P71 • * YYCOIdIM#DD0M
V*nibeIMPORTANT NOTICES: a o�R��a r12, ,y�A�November12,2012
EXPIRES: K
BrdDolMofaySMrbos
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3564152 OR BOOK --) PAGE 2417, Recorded 02/18/ 1 at 11:06 AM
NOTICE OF COMMENCEMENT
TO BE COMPLETED WHEN CONSTRUCTION VA UE EXCEEDS $2,500.00
PERMITM I�O�`0144+ TAXFOLI011: `42-(--8'f'0-D004--b00 -8
STATE OF FLORIDA
COUNTY OF 1 ST• uAeu;
THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENT WILL BE MADE TO CERTAIN REAL PROPERTY, AND IN
ACCORDANCE WITH CHAPTER 713, FLORIDA STATUTES, THE FOLLOWING INFORMATION I$PROVIDED IN THIS NOTICE OF
COMMENCEMENT,
LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE):
HARaou1L Q i DI;E -Pull--19 TAt-t-oOoop ViLL*laE cor3 /616 N•w $i IT048astf C/k,, PALM Ci7'tI, Fi,
GENERAL DESCRIPTION OF IMPROVEMENT: POOL EPiGL05tJR,E. 39F790
OWNER NAME: 'LfiCMRt'IjCE �/, S EN�'A
ADDRESS: I C2.. C 1 Ft, —3
PHONE NUMBER. FAX NUMBER.
INTEREST IN PROPERTY: �ow t,
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER): 1J / pr
CONTRACTOR:
PHONE NUMBER:
(26, L-L.L,
SURETY COMPANY (IF ANY):
ADDRESS:
PHONE NUMBER:
FAX NUMBER:
BOND AMOUNT-
LENDER/MORTGAGE COMPANY:
ADDRESS:
PHONE NUMBER:
FAX NUMBER:
PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER
SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES:
NAME: N I t,-
ADDRESS:
PHONE NUMBER: FAX NUMBER:
IN ADDITION TO HIMSELF OR HERSELF, OWNER DESIGNATES
TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED F
FLORIDA STATUES.
PHONE NUMBER: FAX NUMBER:
EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
(THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTI
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE
COMMENCEMENT MUST 1pt ORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU IN Nyr
O OBTAIN FINANCING, CONSULT WRH YOUR LENDER OR AN ATTORNE r ugru/cc S �.� m
COMMENCING WORK R InORDING YOUR NOTICE OF COMMENCEMENT. . cry 00 ;— ;— p
AF990
AldlWwom,
lowhis 4
SIGNATORY'S TITLE/OFFICE
THE )FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF rt* : 306- ZO ( I
BY: LAIIREPk E J�' E N� AS Ook-ju` FOR
NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF
M INSTRUMENT WAS EXECUTED
PERSONALLY KNOWN _ OR PRODUCED IDENTIFICATION �.•••. RWORLmy
WY
YPE OF ENTIFICA O P UCED L * * IS510N t DO 8352%1
EXPIRES: November 12, 2012
\ 'Z'a no►`O� faded The fadpll Nowy Sb*m
NOTARY SIGNATURE /, 71 ( I NOTARYSEAL
UNDER PENALTIES OF RV, 1 DECLARE THAT 1 HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE
TRUE T%XqE BEST OrMy KNOWLEDGE AND BELIEF (SECTION 92525, FLORIDA STATUTES).
Natanl Pereoa
Property Appraiser - St.Lucie ( rty, FL
Page I of I
y}
4:
PROPERTY RECORD CARD
Laurence V Senn Jr Record: 1 of 1 <Prev Next» Spec.Assmnt
Property Identification
Site Address:
1618 NW Buttonbush Cir
ParcellD
Sec/Town/Range
26 37S :40E
Account #
Map ID
44/26S
Land Use
Zoning
PUD
City/Cnty
Ownership and Mailing
Owner
Laurence V Senn Jr Katharine
R Senn
Address
1618 NW Buttonbush Cir
Palm City FL 34990
Taxes Exemptions Permits Home Prim
k\,UCIE CO
4426-840-0004-000-8
132654 �� <
SF Res �. I
St Lucie County 4 4t,J--k
Legal Description
HARBOUR RIDGE -PLAT 19- TALLOWOODVILLAGE LOT 3 (OR 1038-
2728)
Sales Information
Assessment 2010 Final
Total Land and Building
?e Price- ode
Deed Book,Page 2010 Final
378400
Land Value 161500 .11cres 0.28
9/25/1996 305000 00
WD 1038 / 2728 Assessed:
334073
Building Value 216900
10/21/1992 325000 00
WD 0812 / 1168 Ag.Credit
0
Finished Area 2542 SgFt
Exempt
50000
Taxable
284073
Taxes:
6108.66
BUILDING INFORMATION
Exterior Features
View.
RoofCover
TC - Clay Tile
RoofStruct:
HP - Hip
ExtType. HA - HA
YearBlt.
1993
Frame.
Grade A - A
EffYrBlt
1993
Prime Wall'
BS - CB Stucco
StoryHght 0010 - 1 Story
No.Units
1
SecWall:
Interior Features
BedRooms. 3
Electric.
MIX - MAXIMUM
PnnlntWall:
DW - Drywall
FullBath 3
HeatType
FHA - FrcdHotAir
AvgHUFI:
1/26ath: 0
HeatFuel
ELEC - Electric
Prm Flors
CU - Carpet
%A/C. 100
%Heated:
100
%Sprinkled.
0
Special Features and Yard Items
Land Information
Type Y/S Qty
Units
Qual Cond.
YrBlt
No Land Use
Type
it -a „r- vec r
SWAV - RES POOL AVG Y 1
336
AV AV
1993
1 0100-SF Res
BI -Site
1
PA01 - POOL DK-AVG Y 1
327
AV AV
1993
ENC2 - POOL ENC-AVG Y 1
699
AV AV
1993
DWBP - Drive-BrkPav Y 1
720
AV AV
1993
PHTR - POOL HEATER Y 1
1
AV AV
1993
THIS INFORMATION IS BELIEVED TO BE CORRECT AT
THIS TIME
BUT IT IS SUBJECT TO CHANGE AND
IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prclld=442684000040008
1/19/201 1
(hv Au 87 -P
C 14: 36: 2D iD92
SITE PLAN FOR
HARBOUR RIDGE, LTD.
LEGAL
TION
HARBOURORIDGEPPLAAT NOU19T ACCORDINGLTOWOOD TTHEE PLATLLAGE THEREOF(RECO RECORDED
I
PLAT BOOK 30 PAGES 16 - 16A , ST. LUCIE COUNTY, FLORIDA. ECDRDED IN
MODEL CATAL INA
UNIT 4
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9 N \ v 1 i. 5x e`
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ACCESS, DRAINAGE 5
UTILITY EASEMENT
C*66'
j fl UN, vii:�EIS
RNG
TL Vi i•
ELEVATIONS SHOWN THUSLY +�2�
FINISHED FLOOR 1 0 REFER TO N. G. V. D. 1929.
ADDRESS: 1618
BUTTONBUSH CIRCLE PALM CITY, FLORIDA 33490
THE DEVELOPMENT ORDER FOR THIS HARBOUR RIDGE PLANNED DEVELOPMENT
PROJECT AS IT APPLIES TO TRACT G-13 PLAT N0, 19 HARBOUR RIDGE, REGUIRES
4 MINIMUM DISTANCE OF 20.00 FEET BETWEEN BUILDINGS. THERE IS NO SIDE
fARD SETBACK REQUIREMENT,
REY. MOCK, RODS 6
FIELO:
ASSOCIATES, INC.
N/A ENGINEERS- SURVEYORS- PLANNERS
JK
3RARN: G, SCHW IKEAT
5720 CORPORATE NAY
WEST PALM BEACH, FLORIDA 33407
1PPROVED: Phone: 97 W-3113
Fax: 407 47&7249
C "a .
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KETCH
Prepared for
HARBOUR RIDGE, LTD.
0 T A SURVEY
SCALE: 1' -40'
f
E: AUG. 1992
. No. 90-210
N0. A - 2588
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9'-6"
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BUILDING HEIGHT < 60 FEEL'
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MEAN ROOF HEIGHT: 11'-6"
70
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IMPORTANCE FACTOR: 0.77
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BASIC WIND VELOCITY PRESSURES:
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BASIC WIND VELOCITY PRESSURES: 25.5 PSF WALLS 1
7 PSF ROOF O1
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REVIEWED FOR SHEAR WALL REQUIREMENTS: YES
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NO IMPACT PROTECTION REQUIRED FOR SCREEN ROOMS
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7'-6"
5'-8" 5'-8"
7'-2"
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FOUNDATION INFCRf1ATION SHOWN ON THIS PLAN IS BASED ON
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FRONT
ELEVATION
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AND DEAD LOADS FROMTHE PROPOSED 57MUMRE
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SMS. INTO BEAM & 3 - #10 SMS.
INTO BOTH SIDES OF 2X3
7WrAa
2" LG. SCREWS
CUP ANGLES
REQUIRED
2"
PER SHEET C
MIN.
CUP ANGLES
O O PER SHEET C
2' LG. SCREWS
O O
REQUIRED
1X2 ABOVE CUP
ANGLE. ANCHOR
CUP ANGLE
TO COL. W/ #10
1X3
PER SHEET
S.M.S. ® 10" O.0
o
CUP ANGLE O
1X
JM2
BELOW. (NOT
O
IN.
REQUIRED FOR
O
4LB OR 5LB COL)
2"X2"X1 8" ANGLE INTERN/
O
W/(1)- /8"X3" LG. CONC•,
ANCHOR TO CONC.
(4)-#14 TEK SCREWS
0
X3X05O-2
TT SEAM
2X3XO50
COLUMN
--CLIP ANGLE
PER SCHEDULE
PER SHEET C
LAP BM.
ALT. PURLIN CONNECTION
CORNER COLUMN
2" X 2" X 1/8" CLIP LAP BEAM FLAT
2" X 2' X .125"—
E(44) SI6 WJ �2)- OR SLOPED
CUP ANGLE ON
OR TT EAM
EACH SIDE OF COL
1X
3 - #14 TEK SCREW/
HEX HEAD EACH CLIP
TO COLUMN
TRUSS
3� 1/2"
HOR THRUCLIPN&
WASH R/NUTRPER CUP.;{.
l IX2 9ND
INTO EXT. FASCIA AND ® 16
THRU 202 & GUTTER•r..&
C.C. ELSEWHERE
ADDITIONAL #5 REQD. FOR
ALT. KNE��1
MIN. 2" FASCIA* 8LB BEAMS OR LARGER
W/ (3) - #6 TO BEAM
x•' '
TO FASCIA.
, �•cu
BEAM CONNECTION AT FASCIA
a>.;, �y'YQ
��,,m�;_,:;.;.:,•
• ALL EXISTING FASCIA TO BE A MIN. OF 2' THICK AND MUST BE SECURED TO
EACH TRUSS OR RAFTER END W/ A MINIMUM OF ONE t/4" X 3 1/2' LAG
:.{>?
;� .".,•*', :• ,.n.,,
SCREW PER TRUSS OR RAFTER END.yJf'.�`.:.;v.j?yy
•
NOTE: 1' FASCIA MAY BE BUILT UP BY LAGGING NEW t' MEM. TO OLD
W 2 — 1 4'X3 i 2 LAGS USS OR RAFTER. 2 SUB —FASCIA BEHIND'f'r.:,',',,.•:y,?'t;T.•{:%;,fs
^'•+''^'r'v',''%K:>^s
1 FASCIA IS ALS ACCEPTABLE
..
2" X 2" X 1/8' CLIP B T LAP BEAM FLAT
ANGLE EA. SIDE WV/ (2)- OR SLOPED
`. ;���;;�5%;„;�;.:;;'r``r::::�•n:�::;.;,•:•.;,
z.:�:,.:�:�::..
"<':::::'::'>::::.
.. 3,:.,..,.,.�:.......
..t•
#4 OR (4) -#6 0
EXIST. TIE
BEAM OR
CONC.
BLOCK
z
0 0
RAIL 0
S:,REQD. FOR '':s:fARGER:34J:it0
;5:r BE.Adv1.
S•
N TE .f
.:t}NO .:. .
��1.u>1)
"':`.,,':'
iw
PROVIDE MIN 3/4BETWEEN
:'%.'.`':> ,,::'j.`::%:'r>.irr:.
��i :::.::.::::.:..:..:.:::..::::� �•FASTENERS
. 1 2" EDGE
&MIN /:
..��..
A :•
DISTANCE.
.0
;..�.:.�.::.:..::::::::::,:°,:``a`�:t:?:.
OVIDE IN OF TW2)PR A Mr:
.:.,.............. _ .... rFASTENERS
PER MEMBER
X 3' LONG
® 24 C.C.
6' LONG.,,,��".,r-e,.--N . TER'
BRACE C�:fi0". COL
s
EA.
O.H. & 2" FASCIA
SCREWS
2 — 4 OR
1'X1" PICKET
®
E TO
3 — 1 EA:--
CUP 0 COL
®EA LAG
1 1/4" X 3"
t�,C.
3/8' X 9" LAG BOLT THRU
2" X 2' X 1 8' FA. CUP .& 202 AND GUTTER
ANGLE EA. SIDE (24' C.C. ELSEWHERE)
AT GUTTER
SUPER GUTTER
(TRANSOME) KNEE WALUFASCIA CONNECTION
. --..-BRACE INSTALLED AT
COL. OUTSIDE FACE: USE
5" X 8" X 0.064" MIN.
PLATE W/ (12)- #2'S
INSIDE: USE 0.064" MIN
ANGLE 1" X 3' X 8" LG.
"K' BRACE INSTALLED W/
5" X 5" X 0.064" MIN.
PLATE OUTSIDE W/ (9)-
#2 S.M.S. PER PLATE
INSIDE: USE 0.064" MIN.
ANGLE 1" X 3" X 4" LG.
1/4 " LAG X 3" LONG INT.
EA TRUSS ®24" C.C. MAX.
/ -
OPTIONAL, 1 X3W 2 2
L(INTERNAL) 2"
TO BM. & 2 X
LONG 0 24' C.0
BETWEEN BEAMS
SUPER<f
1 X3 IS GUTTER
X1" PICK EA. LAG
�2 EA. BM.
EXIST.
&5
CUP FIEst;.
EAM W/''
OPTIONAL
ASCIA &
SOFFIT
TO BEk►d;<{,?':
1X3
1 1 X3
1 - 2" LONG ® 24" O.C. FROM
ALUM. 1 /2"�t. "S.. k -'ON
BEAM EA.,, # }t U
1 /2" X 9" LONG LAG EA
X3 TO SUPER GUTTER
FAShk .,
,.,4:,,
CUP THRU 2" FASCIA
BETWEEN BEAMS
NOTCHED 4"X4'Xl/8" SUPER
<:;::.,
, •::.:x-:,.
ADDff70f�;;
2'X2"X2"X.125" TH g
2 - 4 TO BEAM OR
#6 E CUP TO BM.
4 - ALUM. TUBE SPACERGUTTER
EA. BM.
,
LAG
AL. ANGLE CUP
1"X1" PICKET(2 EA.
BM)
(EA. SIDE OF BM.) 3
OPTIONAL CUT OFF' 2
GUTTER CONNECTION DETAIL
(MANSARD & FLAT ROOFS) OR 7' GUTTERS°
SCREEN FABRIC DETAIL SHEET:
2 -
J
0
0
1X3
JED FASCIA
ALUMPER
ALUM.
F.B.C. 2007 E
X2'X
2X3* =
COL:
INTERIOR FASTENING
4 - #10 X 1 1/2" SMS.
INTO SCREW SLOTS EA. SIDE
1X2 SNAP
18
18" C.0
ALTERNATE
EAVE MEMBER
NOTE:
THIS MAY BE USED ONJ„
WHEN COLUMN SPACI. .,
-6" OR LESS
ARE T ``
OR SLOPED
ATI
W/:
12"
*ROOF BRACE TO BE 2"X2X.090"
3/4' DIA J
WASHER /
LEAVE MEM.
(6) - #10 X 3/4" SMS. (3 5
2X3*
•ROOF BRACE*
1-#4
SCHED. BELOW
-: r MANSARD BEAM SPLICE
EA. RFD $ ()F1d 7F'K S(:RFWS
EA. BEAM/-- TOT -
BEAM EA. SIDE BOTH SIDES
4LB-6LB 6 24
;i;%:;:"
8LB 9 36
9LB 10 40
IOUB 11 44
- PURLINS NOTE:
BE FLAT OR PROVIDE MIN. 1' SEP. BETWEEN FASTENERS. MIN.
ED 1" EDGE DISTANCE BETWEEN FASTENERS & GUSSET
:. 2 MIN. FASCIA
I
& -
2X3XD.
SLOPING PURLIN
N
3X3X7 0 0 0 CONTI N
1X3 NT0 CH COL
1 "X0.09 0" 8" LG.
STRAP W x 7 -
/ (( ))
FASCIA MAY BE
2" X 2" X 1/8" ANGLE
#10 TEK SCREWS
BY LAGGING NEW 1"
{i''rT0 OLD W/2 - 1/4" X3
EA. SIDE W 2 - 7 TO
CIA 6
1 - 3/8" THRU
BE 2"X2"X.090"
ROOF BRACE*
1/8 i;, -1-#4 W/ 1"
DIA. WASHER
L- EAVE MEM.
ALT. ROOF BRACING
*ROOF BRACE TO BE 2X2"X.090"
ROOF BRACE*
1/8" ANGLE
OR 3/4
1-#4 W/ 1' PICKET CUT
DIA. WASHER TO FIT
I EAVE MEM. I
ALT. ROOF BRACING
HOST STRUCTURE
2" X 2" X .090"
-ANCHOR TO PURLIN OR EAVE
MEMBER W/ (1) - 3/8' THRU BOLT
-BRACING MAY BE INSTALLED ON TOP
OR ON THE SIDES OF PURLINS, BEAMS,
AND EAVE MEMBERS.
-ANCHOR TO LAP BEAMS W 1 -
1/4' THRU BOLT OR (2) - #14 TEK
SCREWS
ROOF BRACING _(TYPICAL PLAN)
REFER TO SITE SPECIFIC PLAN
FOR ADDITIONAL BRACING REQUIRMENTS
SITE SPECIFIC ENGINEERING
jl LAGS/TRUSS OR RAFTER. TO PURLIN )
2X3X0.050 FLAT
BOLT OR
3 - #6 EA. SIDE
FASTENING SCHEDULE
2 " SUB -FASCIA BEHIND 1"
®y SCIA IS ALSO ACCEPTABLE
2" X 2" X 1 6" °01
/
1 - 14 TEK SCREW/HEX HEAD
" tAc
'
ANGLE W 3 -
/
1
2 - 10 S.M.S. HEX HEAD
#f /
6" LONG GUTTER#
y � EA. ALUM. BM.
EA. FACE
3 - 1 /4„ X 2 1 /2" TAPCON ANCHOR
®
PURLIN TO-
4 - 3/8 BOLTS/WASHER/NUT
OPTIONAL 2'X2X.125" X 3" LG. CUP
1X3 ANGLE ONE EA. SIDE of BEAM
3X3X0.070
COLUMN
5 - CLIP ANGLE,.125" MIN. THICKNESS
"LG.
BEAM
� - #12 X 1 S.M.S/HEX HEAD
l
D I L
7 - 1 /4" X 2 1 /2" LAG
2 - #4 OR 4 - #6 EA. C
_ETA ,
9 - #10 X 1 1/2" S.M.S./HEX HD.
OPTIONAL
DATE 03/01 /09
ENGINEERING BUSINESS CA 00009677
1X3
TARNOWSKI
oPTIo�IAL cur OFF
& C
ALT. W/2
SCALE N.T.S.
SHEEP1E
ENGINEERING
4 - (#1)_ PER CUP
UTTER 0
16" C.0
CIVIL & STRUCTURAL ENGINEERING
GUTTER BRACE
EAVE MEMBER
7360 N.W. 5th Street Phone (954) 727 - 2027
Fax (954) 727 - 9644
/�I
n
Plantation, FL 33317
SUPPLEMENTS
- rj
THIS DOCUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING,
TARNOWSKI, P.E. INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART
N 2009
STRUCTURAL ENGINEER — FIA LIC. 0050662
WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.
CHAIR RAIL SCHEDULE
18X14 MESH
ALL CALCULATIONS BASED ON THE FOLLOWING CRITERIA:
1. FOR SCREENING WITH OPENINGS > 18X14X.013" MESH SPANS ARE BASED ON
LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO
WALL & ROOF
Z. 7 PSF ROOF + 25.5 PSF WALL COMBINED LOAD & 300# NON -COMBINED LOAD
3. EXPOSURE C, IMPORTANCE FACTOR = 0.77
4. DESIGN MEETS L/60 DEFLECTION REQUIREMENTS
SCREEN BEAM SCHEDULES WITH MANSARD ROOF
MAXIMUM SPAN
RAIL
5'
6'
7'
8
9'
2X3X050
t8.64
7.5
6.9
6.3
5.9
5.6
2X3X0707
9.7
8.9
8.3
7.8
7.3
2X4X050
10.0
10.6
9.6
8.9
El
7.9
LOAD FACTOR = 1/2 IHE UIDIANIiL Iv a:rwn `wa. -
BELOW + 1/2 THE DISTANCE TO CHAIR RAIL OR EAVE
MAXIMUM SPAN
LOAD FACTOR = 1/2 THE UISIANCE I
RAIL BELOW + 112 OF THE MANSARD
W/ 8 COLUMN HEIGHT
W/ 10 COLUMN HEIGHT ,
, ..� ::.,�:v :"r�. �. MNHEIGHT
E}:,..,•,.,.:,,... '`��:�,,,.,.:::..r�.;
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN
MAXIMUM BEAM S%TA1?#
"`'<,;>;.`5`>:+"t... T`•` :..,,.q:
'` IMUM BEAM SPAN
a,::..iRAX
BEAM 4' 5'6' 7' 8'
BEAM 4' 5' 6' 7'
:;
BEAM 4' 5';<.:::.:<:.:..7,.':,:};;:$::::;::.-<.:;::EtiAM
:.::t i3>,:i;?;
,::5-,-.......-;:�!-�-<::•-�,�.:-:::-;.
7:
5' 6' 8
- -- - --
4LB
4LB
�
5LB 17.2 13.2 - - -
5LB 14.7 - - -- --
5LB 11.9 Y
Q
6LB
22.2
18.2
15.0
12.0
-
6LB
20.2
15.8
11.9
6LB
18.1
::::::,,��F.<;.:-;:•
-
Z
7LB
27.1
22.8
19.5
16.8
14.1
7LB
25.3
20.8
17.2
13.8
10.2
7LB
23.4
'1;.:::}4.6
9 8 ,
7L6
16.0
8LB
37.4
34.7
32.3
29.1
26.5
37.4
34.7
30.7
2 7 4
8LB
3 : 1..
33 ._
:: 3i:1
, .�'.. .
25< :, .: T�2.-#. •`'
8LB
32.1
26.6
22.3
18.5
14.8
Q
9LB
41.1
38.1
35.9
32.8
30.0
9
41.1
38.1
34.7
31.2
28.3
9LB
r:.;::;:i::.
a .:.......:.
:.: tT-.:::�
`�
:::37.�`t?
:;;.
29.6�•"""26':6
9LB
36.6
30.9
26. 5
22.7
19.5
34.9 31.8
9LBH
42.9
36.8
32.1
28.3
25.0
m
9LBH
44.4
41.2
38.7
36.8
34.8
9LBH
44.4
41.2
38.7
36.4
33.3
9LBH i
%�Y:';4:1`'::;'::uii'z;:':?:
10LB 51.2 47.5 44.7 42.5 40.6
10L6 51.2 47.5 -7 42.5 40.6
1�L8
40.0
10LB 51.2 46.2 41.0 36.8 33.4
W/ 8' COLUMN HEIGHT
W/ 10' COLUMN HEIGHT
`" ''1.{Ll"JfifhiT
::�.�;.::.:::...,:,,.I, '��..
f. ...�:.�
W/ 16' COLUMN HEIGHT
MAXIMUM BEAM SPAN
MAXIMUM BEAM SPAN
" `:f %r. y f '_ ;•;,:
BEAM SPAN
MAXIMUM BEAM SPAN
BEAM
4'
S'
6'
7'
8'
BEAM
4'
5'
6'
7'
8'„.•
BEA
F4#"%
's , :f%.
6'
7'
S'
BEAMP4'
5'
6'
7'
8'
4LB
-
-
4L3
- <t;
•y::.::%n•..z:w.
S::r :`
'
-
4LB
- r;��?'•�,''':'
t•?:
--
--
-
5LB
--
-
-
--
�
5L6
13.5f_.`r.,
-
--
-
-
5LB
-
-
-
•:>..4;��+::;>:,..^:::{:.:�":3:�^..:��a,
ti :+•,
::,. S
::::<>:;•::::.,.::;•
ar"�yi'£i'�`:;�
19.4
14.7
-
--
-
6L8
16.5
10.1
-
:=:t;:'
�•• •::...::
'??' >
.�1�'��'�',..
13.1
-
`Z24.7
-
-
6LB
20.0
16.2
12.2
-
7LB
22.3
17.1
11.919.8
13.4
7LB
<37.4
34.6
30.3
26.9
24.1
8LB
37.4
32.6
28.3
21.6
$::;};
36.5
30.7
26.1
223
18.9
BLB
.
22.5
17.2
10.4
07LB
41.1
38.1
34.4
30.8
27.8
9LB
41.1
37.0 .
32.4
„''� x `
!:?5.6
;: `r 3 `.;s;'
41.1
35.2
30.5
26.6
23.3
9LB
33.7
27.4
22.2
17.344.4
41.2
38.7
36.2
33.0
9LBH
44.4
41.�;'°;38.2
3:'3`
%?<
s;81tii # '
44.4
41.2
36.5
32.4
29.0
9LBH
40.3
33.8
28.7
24.451.2
47.5
44.7
42.5
40.6
10LB
51.2
.4
y!;t7
4�a?;;
:;9',:%±'.±
51.2
47.5
44.7
41.5
37.8
10LB
51.0
43.8
38.3
33.8
30.0
r
�,en:ceon
AMn A-FRAMP
x'�v'
n?;J_�-:
FOR LARGER HEIGHTS SEE SfTE SPECIFIC ENGINEERING. '•+..
2X0.050 MAY BE USED IN LIEU OF 4LB,,,
SCREEN BEAM SCH I S>:<<:`. ' . ..........
WITH FLAT_ RO:::'
UP TO 10' COLUMN HEIGHT
T't'>sCxUMN 1iIGHT
MAXIMUM BEAM SPAN �:_�
,.r.<F
= , �� MASff �t'�b�:�, h�• SPAN
BEAM 4' 5' 6' 7':>
<.<: >rrs
_ 4' if:g; r:"' 8' 7' 8'
4LB
17.5
16.3
15.2
`;t
;!
;,>,R,9.
13`.'%
12.1
13.9
12.8
5LB
21.7
20.1
19.0
1$;#km
�:°''
#��C::..:r$><fitiE:;:tr;:;:>}7,
.<„_..77.2
15.7
14.6
6LB
25.2
23.4
22.0
20.9>'?
''a�3%>:9:71
:.•...:
sowi{''r
o..:....,.,.
20.5
18.7
17.3
16.2
7LB
28.7
26.7
25.1
23.8
B
28::
23.9
21.8
20.2
18.9
8LB
37.4
34.7
;92.7
31.0
2$7;f?i'''':i::.
p;`}±j _s:
37.4
33.9
31.0
28.7
26.8
9LB
41.1
38.1,:;;%%'35'%z,::34.1
32.6'
41.1
37.6
34.3
31.8
29.7
9LBH
44.4
4&J7<$:;•:�„.._35.2
``1F#.. ',
44.4
41.2
38.5
35,6
33.3
10L8
F6:;:,.
i9
51.2
47.5
44.7
42.5
39.9
r vt� uvcuun:;:
2X4X.050 MAY BE USED IN
I INAKI - N #:;#I r`SCRFFN FABRIC ROOFS)
SPACING
t5
z
w
J
BEAM PROPERTIES
MARK TYPE
SIZE
THICKNESP<
b
d
t1
4r`
4LB LAP BEAM
2.0
4.0
0.100:::0.046'
5LB LAP BEAM
2.0
5.0
0.1kp50
6LB LAP BEAM
2.0
6.0
0` '_10
7LB LAP BEAM
2.0
7.0
8LB LAP BEAM
2.0
9LB LAP BEAM
2.0
10LB LAP BEAM
2.0:::islL3f
;0.39_';,O.Ot
IV#I
BEAM
?„;...,#
4L6 �?'::.�J�;:::.,':a.
ilJ.M eULUMN
9:8
HE}1 i T1;VtSb' ROOF BEAM
5.5'`?Z4C:!?<:6.5' 7.5' 8.0'
'�::ia�,�,,....
9.3 8.8 '' '`':!f %' 8.1 7.8 7.5 7.2
MAXIMUM COLUMN HEIGHT W/ 60' ROOF BEAM
BEAM 4.0' 4.5' 5.0' S.5' 6.0' 6.5' 7.0' 7.5' 8.0'
4L6 10.0 9.4 9.0 8.5 8.1 7.8 7.4 7.1 6.9
{??f;.11.5
10.9�'
10.0
9.3
9.0
10.3
5LB
6LB
12.5
14.4
11.8
13.6
11.2
12.9
10.7
12.2
10.2
11.6
9.7
11.1
9.3
10.7
8.9
10.2
6.6'
fl
9,...... .
.j :.
5♦ ; :•`•j^ i;`.' f'�F.7'
..�
},,. y�
:�.:.
f12
12.5
12.0
11.5
11.0
10.6
7LB' ;'' 16.7
``'%f
' <$
:,14.2
13.5
13.0
12.5
12.0
11.6
7LB
16.4
15.4
14.6
13.8
13.2
12.6
12.1
11.6
8LB 20.0
20 C :,
: ;#S+
;tf9.8
18.9
18.2
17.5
16.9
16.4
8LB
20.0
20.0
20.0
19.5
18.6
17.9
.17.2
16.7
9LB 20.0
20.0
r.•'
`
20.0
20.0
1 19.8
1 19.1
18.4
17.8
9LB
20.0
1 20.0
20.0
20.0
20.0
19.5
18.8
9LBH 2O.0
20.0
2f:D
20.0
20.0
20.0
20.0
20.0
20.0
9LBH
2O.0
20.0
20.0
20.0
20.0
20.0
20.0,{''20.0
10LB 20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
1OLB
20.0
20.0
20.0
20.0
20.0
20.0
2 a :
**
:�.`::(f
::...
f.A...........-
COLUMN HEIGHTS BASED ON A 47' BEAM SPAN.
FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING.
NOTE: THIS TABLE APPUES.TO BOTH BEARING AND NON BEARING
WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN.
2X4X.050 MAY BE USED IN LIEU OF 4LB
**ALL CALCULATIONS BASED ON 6005-T5 ALUMINUM ALLOY
**1/3 STRESS REDUCTION NOT USED IN CALCULATIONS L
**LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED
W,dA v'11q
>SPACING
Fs
W
m
m
>EPRAL8 G
n
FOR SCREENING WITH OPENINGS > 18X14X.013" MESH SPAN
FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOU
`IV rJr uVG �,
EXPOSURE C IMPORTANCE FAR = t
DESIGN MEETS L 60 r
MAXIMUM BEAM SPA N`v, ti° `'''
't"'
4" l
"
BEAM 4' S' 6' T 1 B' $:x. • , 10' 1w
:'}k` :i;'.1•E'
18'
20'
4LB
16.3
15.1
14.0
13.0
12.1
.4;'Iiyt;fi`s,,�:i :
f g>
8.1
7.6.
5LB
20.1
18.7
17.2
16.0
14. x:'s.:.:.r
'1;?t "; it" �";2>jt`i
.:.::.............<.....
`:;1tf �1
t...
S'9.9
9.4
6LB
23.4
21.6
19.7
18.2
17.1<�
y:�:`��s:�5`3i,'���3�J:•.��:2'#!;_:1,�.:�.Q:
11.4
10.8
7LB
26.7
24.4
22.2
20•
k9.3
18:2; ?17a2?;i;5:7
14.5
(:6
12.8
12.2
8LB
34.7
32.2
30.3
25.2 `%'p,;'j;i>:..20.2
18.9
17.8
16.9
9LB
38 .1
35.4
33.3
.afiU":`„13
-�'{' •::.'%'.,.:.;�:27.
;:::. E •.::: ;::. ;::::
.:.�
9 .T�.
<• 1.9
20.5
1 9.3
1 8.3
9LBH
41.2
38.2
36.0
34.
; ,;:��?`:
4'6• 29.0`' „''24.5
23.0
21.6
20.5
10L6
47.5
44.1,,:A
.,5
39.4
`' :,r k�i
y; r"34.2 3Fi
28.9
127.0
125.5
24.1
BEAM LOAD FACTOR>';3<+;Sljgl
OF
THE LONGEST MEMBER ATTACHED
2X4X.050 MAY E k76Bly {t} t3lT OF 4LB r
BEAM
SCREW SIZE
# OF SCREWS
(EA. ANGLE FACE)
BLB, 9LB, 10LB
a14
6
6LB, 7LB
#12
5
4LB, 5LB
#12
4
2X3
#10
4
NOTE:
ANGLE MIN. LENGTH TO
BE 2" LESS THAN
BEAM DEPTH
2" X 2" X1/8" ANGLE
EA. SIDE (SEE SCHEDULE
FOR SCREW REQUIREMENTS)
CARRY BEAM CONN. DETAIL
SCREEN FABRIC DETAIL SHEET: 18X14 MESH I EXPOSURE C 1140 MPH I F.B.C. 2007 EDITION W/2009 SUPPLEMENTS
>Pk TOLOAD
Z
Z3
mm
m
z
a_
w
0
TYPICAL PLAN
COL
w
2X3 CHAIR RAIL
JO
B
02
f.:.
ELEVATION ALUM. KICKPLATE
I OPTIONAL USE 202 TOP
& ATTACH KICKPLATE W/
1-#2- 0 24" O/C (TYP.)
DATE 04/07/09
ENGINEERING BUSINESS CA 00009677
TARNOWSKI
SCALE N.T.S.
V
SHE
ENGINEERING
CIVIL E. STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
Fax (954) 727 - 9644
/THIS
Plantation, FL 33317
T. TARNt7WSKI, P. ,
DOCUMENT IS THE PROPERTY OF TARNOW%C ENGINEERING,
INC. AND SHALL NOT BE REPRODUCED IN WHOLE'OR IN PART
STRUCTURAL ENGINEER - FIA. LIC. 0050662
OUT WRITTEN CONSENT OF TARNOWSIa ENGINEERING, INC.
0.5" ice 0
e �?
0 040" 0 040 M 040 0 044 r7 55" ,1_.Q_ ,0 N n 050co 070
N TYP. TYP. cj TYP. N TYP. •�' N Iri 55" sr tCj .055" :.0.5'I:'?;
T1P.
1.0" 2.0" 3.0 2.0" 2.0"
3. 0
1X 2 1X 3 202
102 -
GUTTER -GUTT R FASCIA 2X X0.050 2X3XO.060 Ap�..�A•:::
FOR COLUMNS 5" DE•:: F�..`.%r`:
0
INSTAL '` OR GREATERas G':%vs?`i; "......
� ADDITIONAL 2"X2"X2"X1"/'�,, z;?�?:; �.`•.' '? r.'.::
BEAM TYPE t
t
14 TEK SCREWS FOR 71-8
• :;z 1 OF COL W .. X t:::� : •::.:..:.>:; µ �
.o s
2
100 4 0 o S.M.S.
4LB LARGER R 1
OR
x
S.M.S. TO:.,':'`iz 'st?: '= 1 4`•'�"+;5;;:%:??'.......
5LB .116 .050 t FOR 6LB OR SMALLER �IXPOSED •C£t�,-'.�.>#�� / �.:'bis.'?:y<<t:::;j.'"":s'.;
6LB .050 ®18 C.C. TOP $ BOT. L 2
0
7LB .120 .055
8LB .224 .072 o
9LB 224 .072 < 070 "s
LBH .306 .082 L4 jo
21OLB .389 .092
##
4LB.5LB �It�I
6LB.7LB
I 1
8LB.9LB.9LBH 3X3XO.070
1OLB LAP BEAM k303
COLUMN ANCHORING DETAIL
1X3
OPPTTIIONAL R TILES
3"
TO BOFROM G
LT tO//
3" COMP. FILL////
//
sWVX8_ 5• /
12"*
STRIP FTG. DETAIL W/ PAVER OR TILE
* 12"X 8" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE
SPECIFIC PLANS, AND STRIP FTG. SCHED. FOR ANY
ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN
APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE
3" FROM EDGE
TO BOLT (MIN.)
0 f
IfRRI''II 5.094" I
8 4 CONC. SLAB
W 6X6 - 10/10 W
W% 8"X8" FrG. W/ 1
FTG. & SLAB DETAIL
- 0 0 W.W.
O 6X6 1 1
Y BE USED IN LIEU F NOTE FlBERMESH MAY /
; FORINS 5 ST LONG X 1/8-
=:- "?z:. , :` :''� ADDITIONAL 2"X2"X2"X1/8" ANGLE EA. SIDE 2" 2" ANGLE EA. SIDE OF
OF INSIDE OF COL / (3)- COL W
M` d ;s`
�''••/ � s,F::::::•:::::rr::s:.'s: S.M.S. TO COL & 1 - 1 4" X 2 1 2" LG. TAPCON
LG. S.M. OCOL &
TO CONC. O EA CLIP O O
(2)- 3/8" X 2 1/2" L
TAPCON TO CONC.
)'-12 X 1" LG, S.M.S. TO COL (TYP) z
CH CLIP.
CLIP ANGLE COL y (2)- 3/8" X 2 1/2" LG. TAPCON c i -m
TO CONC (IYP.) 4 PER COL.
O
`.••:
O O O
in .,1.
1/4" TAPCON ® 18"',»:>;%;
1X3 1 1X3 O.C. ELSEWHERE
•
FTG. 3" FROM EDGE 'I�
3 2
FOR
BETVJEEN.,Fg osi
FASTENERS/g�
MIN. OPEN PORT MIN.
FRONT ELEVATION COLUMN ANCHORING DETAIL
NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS.
4.0"
pp .064" pp
OO 1YP. OO
= 0" _ _ 0TTYP. N 12 P. 050"
l,r 2.
0"
2.0 2.0
C 2X2-fi
3X3 2X4
C 2X3 4X4 2X5 3X2
O fl• -IN 61 _-,- io
2 "X2"X3" LONG X 1/ 8"
ANGLE EA. SIDE OF COL
/
- 1" LG.
W
()
6 12 X
S.M.S. TO COL & (1)-
/
1 2 X 4" LG. EXPANSION
BOLT (WEDGE ANCHOR)
`; .. BOLT (MIN.) COLUMN ANCHORING DETAIL
(6-6 TO COL. (TYP) 1 t X 4 L . " G EXPANSION 2"
O /
CLIP ANGLE COL BOLT (WEDGE ANCHOR) TO CONC.
.<. FOR (TYP.) 2 PER COL
PORT (TYPFOR.)
1 4" TAPCON ® 18" O.C.
1X3 1X3 ELSEWHERE
FTG.
FRONT ELEVATION
NOTE: ANGLES ARE NOT REO'D. FOR 202 DOOR JAMB COLS.
ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2X2X1 8X2
AN """" /
" D BOLTS ARE TO B ANGLE TO CONC.
LONG. 1 2 U'v E EXPANSION TYPE. (SEE
/
EXPANSION BOLTS TO BE "HILn KWIK BOLT II" SYSTEM ORE UAL
Q
*1/2" TAPCON MAY BE USED IN UEU OF 1/2" EXPANSION BOLT r`f`;:;ijt-'.;;;i,;•:':;:k y3`
TAPCONS ARE TO BE SIMPSON "TITEN" OR EQUAL
SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS :.
4.67"
00 M Cd N:%' %"IltJf 0"L.1
n
ui TYP a .� 's".: c
5.25" .'%75" i f I
SUPER G� �.'�-:;:;;;�.;�:,•'• H 3 L 2X2
COLUMN SCHEDULE (FOR 01
TABLE GIVES MAX. COLUMN HE
IGHT
IN' ROOFS)
LOAD
COLUMN TYPE: 3X3X.090
- = 1.52
K - 1.5 I
COL
SPACING
4
6
7
1'�j`.<%##<;;;,.
Gt`::::
.
.r. "!
n :i �:
.�•�::
' 5
` 1
16
17
18
1
19
20
4
21.3
19.1
17.4
16.1
15.1
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13.5
'
11.
11.0
1 0.7
10.3
10.1
9.8
9.5
5
19.1
17.1
15.6
14.4
13.5.:
? >. rs t':12.1
1`#:s :
ii :: zf :;
i'::10.6
10.2
9.8
9.5
9.2
9.0
8.7
8.5
6
15.6
14.2
13.2
12z5::?:tis'6.'<i:`:i.0
10. ;::•:`:2A#::::"`
:3
9.3
9'D
8.7
8.4
8.2
8.0
7.8
7
16.1
14.4
13.2
12.2
11.4'
:'._`i: `:;':•:1:Or2
9.7
$i >A:
8.6
8.3
8.1
7.8
7.6
7.4
7.2
8
15.1
13.5
12.3
11.4
10.7
'7R;}';;;<;;9'
1?;:;.:
.1
Ba?i;?'
8.1
7.8
7.5 I
7.3
7.1
6.9
6.7
9
14.2
12.7
11.6
10.7
10.1f
%<:
:�
8.2"'
t!• .9
7.6
7.3
7.1
6.9
6.7
6.5
6.4
10
13.5
12.1
11.5
2; 9 5
9.0 ':::
i<{ i'Zr. •.:,
7.8
7.5
7.2
6.9
7.0
6.6
6.4
6.4
6.5
6.2
6.4
6.1
6.2
5.9
6.0
5.7
11
12.9
11.5
10.5:
;:::$?y::;$s1Z.:
8.6:$':i:
!:
?::.7.4
7.1
12
12.3
11.0
1 G` .
?r ''3 ;
;:t `7i:::E
8.2
': ;i4:':
ai .1
6.8
6.6
6.4
6.2
6.0
5.8
5.6
5.5
14
11.4
10.2
::93::
8i81?.]>:t
7.6
7.2"�xi1i%:{'
6.6
6.3
6.1
5.9
5.1
16
10.7
9.5 ::`:
5$:;i".
' $.1 ">:
3;7a :F+:?
7.1
6.7
"'$ jX
6.2
5.9
5.7
5.5
5.3
5.2
5.0
4.9
4.8
18
0.
9.:iri:
;i ` 'k'{'
7.6:%%'
;z 2: p.
5
6.1
5.8
5.6
5.4
5.2
5.0
4.9
4.7
4.6
4.5
5.5
5.3
5.1
4.9
4.8
4.6
4.5
4.4
4.3
LU
I SOLI D ALUMUM ROOFS)
S W N
WALLS •.EN WA
;::... GIVES' 1`L1fN,
HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD
CQI>fi#t-1YPE: 4X4£E<
'1'c.,, LOADING = 33 PSF AREA = 1.45 K
6
I:>•?
? $ '
9
10
11
12
13
14
15
16
17
18
19
1 20
`'`...r"
25.1
u.
`%'23.5
22.1
21.0
20.0
19.2
18.4
17.8
17.1
16.6
16.1
15.7
15.2
14.9
"%„w:;«:r"'"•."+''�'
<:
.62:
�,
s;.22.5
21.0
19.8
18.8
17.9
17.1
16.5
15.9
15.3
14.9
14.4
14.0
13.6
13.3
24.3
::>? '7>
::0.5
19.2
18.1
17.1
16.4
15.7
15.0
14.5
14.0
13.6
13.2
12.8
12.4
12.1
;z •%.
22 6.'':
%' 19.0
17.8
16.7
15.9
15.1
14.5
13.9
13.4
13.0
12.6
12.2
11.8
11.5
11.2
2
17.8
16.6
15.7
14.9
14.2
13.6
13.0
12.6
12.1
11.7
11.4
11.1
10.8
10.5
9'n%`.,:{;_:
:>::i:`:;'
8">:18.1
16.7
15.7
14.a
14,0
13.4
12.8
12.3
11.8
11.4
11.1
10.7
10.4
10.2
9.9
10 '>:ff^t'
<
S2't`1 :S
;r 17.1
15.9
14.9
14.0
13.3
12.7
12.1
11.7
11.2
10.8
10.5
10.2
9.9
9.6
9.4
16.4
15.1
14.2
13.4
12.7
12.1
11.6
11.1
10.7
10.3
10.0
9.7
9.4
9.2
9.0
is 12
t
15.7
14.5
13.6
12-81
12.1
11.6
11.1
10.6
10.29.9
9.6
9.3
9.0
8.8
8.6
14
17.8`'
r' 5.9
1
14.5
13.4
12.6
8
.2
10.7
1 0.2
9.8
9.5
9.2
8.9
8.6
8.4
8.1
7.9
...
1 G::%:::<G::%:::c
;.16.6
14.9
13.6
12.6
11.7
11.1
10.5
10.0
9.6
9.2
8.9
8.6
8.3
8.1
1 7.8
7.6
7.4
1
1.1
.7
8.4
8.1
7.8
/A128
112
10.5
9941
9.4
1 90
8.6
8.2
7.9
THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE Wf'?:tom;;:>#2{~U:IREMEI THE
F.B.0 2007 W/2009 SUPPLEMENTS. THE MIN. MECH. PROP. .T.#$..•OF At[hi'{{y ACCWNWNCE W/
LATEST ED. OF THE ALUM. CONST. MANUAL. THIS STRUC€UR);1t3:;,NF4fffs::ft1E DEIGN CRITERIA
OF THE ASCE 7-05 i::.
WIND LOAD -;440 M+.1��;}`t;�f,�%fF`175,.: } .<.:.....,:
SCREEN WALL &SCREEN ROOF, :ADS BASiTp;:lts $D: SCREEN bPENINGS
ALUM. PAN &INS. PANEL STL?wS._BASE�'tl};r,�IVE LOADS
IMPORTANCE FACTOR = 0.77 `�'F:;::::;;;;.:::::�•:.: ,.,
1. ALL PRIMARY MEMBERS WILL BE CONNECTEI}" , %;'i:: ;R OTHER POSITIVE
+',.:..} POP
FASTENERS.
2. ANCHORS SHALL BE PLACED GR?Et< fftiN 3" CONCREtE SLAB OR FOOTINGS.
ALL CONC. FASTENERS MUST;:$:-`fy4£1' A,lih#f1. OF #f*32";.{lITO SOLID CONC. REGARDLESS OF
LENGTHS SPECIFIED IN IND{1({7L}A#:#SEfAILS_:;;;r.,
3. FASTENERS FOR ALUM. SE#>HALL.3„_1SE{#.;8 ENTER
4. FASTENERS SHALL HAVE k MIN't`#%;A}u{}? BE PROVIDED W/ 1/2 INCH DIA. WASHERS
•:.• ys :%
MIN. Nt'Z
5. CONTRACTOR IS2ESPONfffi; LNSULATE A# <#1EMBERS FROM DISSIMILAR METALS
TO PREVENT E
6. ALUM. IN CQj CONE>:<3;kk513R'BE PROTECTED W/ HEAVY BOOTED BITUMINOUS
ANT OR W "11-..' ' :;METHA: SY E WOOD SHALL B E PAINTED W TWO
�, �,� �.ER OR THE /
'COATS OF ALU ..wNT } ` (SINTS SEALED W/ A GOOD QUALITY CAULKING.
7. ALL ,QQ,()RS TO 9Tk: '{ QSING AND LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR
SP ; ALL OTHER COLUMNS :. 0 E ` •f)G.?a;. 2 DO R JAMB PLACEMENT IS OPTIONAL. N
8.SITE- SPECIFIC PLAN SUPERCEDES-ANYREQ.'S SHOWN ON
:, = FOOTING SCHEDULE
r,##si'•':1X2 S �s,�,• :,::ARE NON STRUCTURAL MEMBERS STRIP
TO Gip W/ LOCAL BUILDING CODES.
IliS COC�IMNS ....................... *AL. 6005_T5
J£flJ:SIONS...............................AL. 6005 T5
........................................*AL 6005-T5
RIVETS, WASHERS .....AL 2024-T4
IERS TO BE ALUM., NON-MAGNETIC
STEEL, OR CADMIUM PLATED STEEL
*UNLESS OTHERWISE NOTED
CARRY BEAM SCHEDULE (FOR SOLID ALUMINUM ROOFS)
TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD
BEAM LOADS FOR ALUMINUM ROOFS G = L/120 EXPOSURE C
(1 n PCP I W I nen)
BEAM
4
6
6'
1 7'
1 8'
9'
10'
12
14
16
18'
20
2X4
10.3
9.6
9.0
1 8.6
1 8.2
7.9
7.6
7.1
6.8
6.5 1
8.1
5.8
2X5
12.4
11.5
10.9
10.3
9.9
9.5
9.1
8.6
8.2
7.6
7.2
6.8
4LB
8.9
8.3
7.8
7.4
7.1
6.8
6.5
6.0
5.5
5.2
4.9
4.6
5LB
11.1
10.3
9.1
9.2
8.8
8.4
8.0
7.3
6.8
6.3
6.0
5.6
6LB
12.9
11.9
11.2
10.7
10.2
9.6
9.1
8.3
T
7.2
6.8
6.4
7LB
14.7
13.6
12.8
12.1
11.3
10.7
10.1
9.2
8.6
8.0
7.5
7.1
8LB
19.1
17.7
16.7
15.8
15.1
14.5
1 14.0
12.8
11.9
11.1
10.5
9.9
9LB
22.6
21.0
19.8
18.8
18.0
1 17.3
1 16.7
15.5
14.3
13.4
12.6
12.0
101-8
1 26.1
24.3
22.8
21.7
1 20.7
1 19.9
1 19.2
1 18.1
16.7
1 15.6
14.7
14.0
FOOTING (MIN.)
STRUCTURE
REBAR
WIDTH X DEPTH
SCREEN ROOF
12" X 10"
2-#5
W/ UP TO 7LB BEAM
SCREEN ROOF W 8LB
12" X 12"
2- 5
SCREEN ROOF W 9LB
12" X 16"
2- 5
SCREEN ROOF W/ IOLB
12" X 16"
2- 5
ALL SOLID ALUMINUM
12" X 12"
2-5
ROOFS
"`^ MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY.
3/8" DIA BOLTS MAY BE ASHLEY QUICKSEf , aka TAPCON ANCHORS. ''
_ FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN.
GENERAL DETAIL SHEET: EXPOSURE C-1 140 MPH I F.B.C. 2007 EDITION W/2009 SUPPLEMENTS I 6005-T5
COLUMN SCHEDULE (FOR SOLID ALUMINUM ROOFS
WITH SCREEN WALLS) U
TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN SPACING z
WIND LOAD = 30 PSF ROOF, 29 PSF WALL EXPOSURE C _3¢
COL TYPE
4.0'
4.6
5.0'
5.5'
6.0
8.5'
7.0
7.5'
8.0'
4LB
9.6
9.0
8.5
8.1
7.7
7.4
7.0
6.7
6.4
5LB .
12.0
11.3
10.7
10.2
9.7
9.2
8.8
8.4
8.1
6LB
13.8
13.0
12.2
11.6
11.0
10.5
10.0
9.6
9.2
7LB
15.5
14.5
13.7
12.9
12.3
11.7
11.2
10.8
10.3
8LB
21.7
20.4
19.4
18.5
17.7
17.0
6
16.3
15.7
15.2
9LB
26.3
24.8
23.5
22.4
21.4
20.6
19.8
19.2
18.5
10LB
30.8
29.0
27.5
26.3
25.1
24.1
23.3
22.5
1 21.8
1UN
Iw
)x
0
0
J
F
J
0
U
DATE 03/01 /09
ENGINEERING BUSINESS CA 00009677
TARNOWSKI
SCALE N.T.S.
SHE
ENGINEERING
CIVIL & STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
Plantation, FL 33317 Fax (954) 727 - 9644
C.. TARNOWSKI, E.
THIS NG
INC. AND SHALL NOT BE REPR ENT Is THE PROPERTY OF DUCE INRWHOLE ORNOWSKI IN PART
STRUCTURAL ENGINEER - FIA. LIC. 0050662
WITHOUT WRITTEN CONSENT OF TARNOWSIa ENGINEERING, INC.
#2 0 12" C.C./PANEL T&B
C 2x3
�U,SS
PANEL
�7 TO EA EXIST TRUSS
t C!A CHANNEL AND 0 12' 2" MIN. FASCIA
O.C. MAX. TO FASCIA
NOTE: FASCIA MAYBE BUILT UP BY LAGGING NEW 1" MEM. TO OLD/
2-1/4" x 3-1/2' LAGS/TRUSS OR RAFTER.
2L SUB -FASCIA BEHIND 1' FASCIA IS ALSO ACCEPTABLE.
FASCIA CONN.
N
Jw
O J
Um
�Lu
W
HOUSE INS. ROOF
CONC. WALL
BEAM
2-1/4"X2-1/4" LON AE i2"X2"X1/8' CUP ANGLE
TAPCON ANCHOR / _ #
THRU CLIP INTO EXTG. EA_ SIDE
A.WCL21P Td BM R
CONC. WALL. FOff 7 BEAMS OR
(TWO EA. CUP. 4/BM)
T
FOR 9" BEAMS 0 GREATER, USE 3 - #4
GREATER OR (- #2 USE (3) TAPCONS.
BM TO HOUSE CONN.
VARIES
ROOF PLAN
A
BEARING WALL
SEE COL SCHEDULE
(SHT. "C")17
3"X3"
COL.
AI
BEARING WALL
8'-0" MAX.
COL.
SCREEN-\
SCREEN RMS ONLY
202
AL. KICK PL. OPT.
USE 202 TOP ATT. KP
W/1-#2 @ 8" 0.(
ELEVATION
B_.j
CORNER
COL.
EXIST. DRIP CAP
AL FLASHING
OPTIONAL
#8 ® 8" C.C.
E)XIST.
MOBILE
P NEL
HOME
2-3/8" THRU BOLTS
W/ WASHERS & NUTS
"C" CHANNEL DOES NOT
o BEAM
SUPPORT ROOF LOADS.
ACTS ONLY AS WATER
SEAL
(MOBILE HOME)
m �
a
z
0z
W
W
0
oN
w
a
O
to
II CORNER COL.
U �
MAX. COL. HGT.
PER TABLE
(SHT. -C-
#8 a a-
! 012-
3/PANEL
SEE S,IT
z w
00 ii Do E E s
CONN. TO BE CONT. NAP
CONNECTOR TOP TO BOTTOM
i� N 1a ro 34 34 OF PANEL OF
ALL JOINTS
® 8"
FOR COL SPACING
THAN 6' USE 3X2
GREATER THAN 6' 1
3X2 W/ 1X2 W/
1/2" LONG 0 11"
s
t'X2"X1/8' X 2" U
CUP ANGLE W/3 - _
EA. FACE
B* 4L-B* 3X3*
202
FOR COL SPACING
LESS THAN 6'
USE 3X2 ONLY SEE ANCHO
g1Y2
DETAIL FO RRECT OOL
SPECS
SECTION B—B SECTION A —A
(CARPORT)
BEAM AND COLUMN SIZES.
W
W
0
paa8"
OPTIONAL
FLASHING
#2 @ 8" C.C.
PANEL
#3 ® 16" O.C. TO
CONC. #7-16" O.C-
TO 2 X 4 STUD H-2 OR H-3
PANEL TO HOUSE CONN.
CAULK
#5 (EA. SIDE) W/ 2 - #4 WATER -
TO BM. (W/2 - #7 EA. CLIP ;7 PROOFING
INTO FASCIA) //
AL FL'G.
OPTIONAL
MIN. 2• FASCIA J
FOR 7" BEAMS OR GREATER
USE (3) - #4 & (3) - #7
BM. CONN. AT FASCIA
BOTTOM �- t¢2 a 8' C.C.
T-2 OR T-3 �A. SIDE OF
C-CHANNEL
2 - /8" THRU-
ELEVATION
FASTENING SCHEDULE
1
14 TEK SCREW/HEX HEAD
ROOM ADDITION
2 -
10 S.M.S./ HEX HD.
�Ia ®e' o.c.
PANEL
3-
1 /4" X 2 1 /4" TAPCON ANCHOR
4 -
1/4" BOLTS/WASHER/NUT
5 -
CLIP ANGLE,.125" MIN. THICKNESS
202
6 -
#12X1" LG. S.M.S./HEX HD-
1¢2 scREws
BEAM
7 -
1 /4" X 3" LAG
(5 SCREWS MIN.
EACH SIDE)
8 -
1 /4" LAG*, WITH 1" WASHER
2-X2•X1/8' THK. (LENGTH
9 -
#10 X 1 1/2" S.M.S./HEX HD.
COL
DETERMINED BY BM. SIZE_)
RECEIVING tJEL ANCHORED
12
„
- CLIP ANGLE, 3/32 MIN.THICKNESS
5 SCR W N. TEK SCREWS
*LAG BOLT LENGTH TO BE 1" LONGER
THAN ALUMINUM PANEL THICKNESS
CARRY BM. TO
ALUM. COL. CONN. DETAIL
INSULATED ALUM. PANEL DETAIL SHEET:
EXPOSURE C
(SCREEN ROOM)
INSUL ALUM.
PANEL
WIN
FRAME
_ INSUL ALUM.
PANEL
T-2 OR T-3 2 08" O.C.
SIDE
SECTION C—C
(SUN ROOM)
48" TYP.
to d- n N
.032" R - 2 CONN. DET.
.032"
.032'> WALL PANEL MAY
0- R _ 4 BE 1 /4" PLYWOOD
AL TK. ALLOY 3003 - H16
-2 OR T-3
WINDOW
FRAME BY
WINDOW
MANUFACT.
ANCHOR WINDOW FRAME TO CHANNEL
OR 302 W/ #10 SMS X 1" LONG
16" O.C. MAX. FIRST SCREW ON ALL
SIDES TO BE NO FURTHER THAN 2"
FROM ANY CORNER OF WINDOW
SECTION E—E
PANEL
T-2 OR T-3 #2 ® 8" O.C.
EA. SIDE
SECTION D-D
i
SELF -STICK ALUM.
ROLL ROOFING
TAPE OR EQUAL
vvwsui_AT.ION �d- ca
cV M
CONN. DET. #1
(INTERLOCKING PANELS)
ROOF & WALL PANEL DETAILS
PANEL SCHEDULE: ROOF PANELS
DEFLECTION
PANEL
L/1201
L/240
ROOM ADDITION
R — 2
12'-0"
9'-6"
12'-4"
R — 4
16'-2"
14'-8"
R — 6
20'-8"
18'-10
R — 8
24'-4"
22'-2"
t
FOR COLUMNS 5" DEEP
OR GREATER INSTALL
ADDITIONAL 2"X2"X2"X1/8"
ANGLE EA. SIDE OF INSIDE COL
2"X2"X2" LONG X 1/8'
OF COL W/ 3 - #6 TO COL 2" 2„
ANGLE EA. SIDE OF COL
& 1 - 3/8' X 4' LG. EXPANSION
1 4 14"TOGCOL.
EXPANSION
BOLT (WEDGE ANCHOR)_
0
0
BOLT (WEDGE ANCHOR)
TO CONC.
EA. CUP
TO CONC. ®EA CUP
_
M7
"-*`=c`
�: :''�i; .�, �:�: �*�` arm:•::::;_,
TO BO�T (MIN
COLUMN ANCHORING
DETAIL
4 #6 TO COL (TYP)
CUP ANGLE COL. i - 3 8" X 4" LG. EXPANSION
BOLT (WEDGE ANCHOR) TO CONC.
(TYP.) 2 PER COL.
3 ® 18" O.C.
.vn ,Y9 rtC LSEWHERE
#8 THRU PANEL BM. ' \— DELETE 1X2 FOR
8 C.C. #8 THRU PANEL, BM. OPEN PORT (TYP.)
8 C.C. FRONT ELEVATION
NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS.
L ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2`X2•X1/8'X2'
2 -2 I L 2 -#2 3X2 LONG. USE ONE ANCHORS PER CUP - MIN. TWO ANCHORS PER COLUMN IN ALL CASES.
$2 ts' O.C. 3/8" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL)
N 1X �2 (1-1/2" LONG) EXPANSION BOLTS TO BE "HILT] KWIK BOLT II' SYSTEM OR EQUAL.
CORNER COL. o ® 11" C.C. (TYP.) 2"X2"X1/8" X 2" LONG *3/8" TAPCON MAY BE USED IN LIEU OF 3/8" EXPANSION BOLT
OpLUM 2"X2"Xl/8" X 2" LONG U CLIP ANGLE W/3 - #2 SEE GENERAL NOTE 4 FOR ADDITIONAL REQUIREMENTS
CUP ANGLE W/3 - #2 EA. FACE
EA. FACE
202 P2-02
FOR COL GREATER THAN 6'AND A FOR COL. SPAN 6' OR LESS AND
(TYP.) CLEAR PANEL SPAN OF 12' OR A CLEAR PANEL SPAN OF 12' OR
LESS. (SEE. BM TABLE FOR CLEAR LESS. (SEE BM TABLE FOR CLEAR
INTERMEDIATE COL. PANEL SPANS GREATER THAN 12') PANEL SPANS GREATER THAN 12')
FOR SCREEN ROOM DETAIL B—B
140 MPH F.B.C. 2007 EDITION W/2009 SUPPLEMENTS I LEGACY
.,a.
202
DATE 08/30/1 O
ENGINEERING BUSINESS CA 00009677
SCALE N.T.S.
TARNOWSKI
N
SHEET D
ENGINEERING,
CIVIL & STRUCTURAL ENGINEERING
7360 N.W. 5th Street Phone (954) 727 - 2027
Plantation, FL 33317 Fax (954) 727 - 9644
C. TARNOWSKI, E.
STRUCTURAL ENGINEER - FA. UC. 0050662
THIS DOCUMENT IS THE PROPERTY OF TSKI
INC. AND SHALL NOTE REPRODUCED INRWHOLE OR INIPEART
WITHOUT WRITTEN CONSENT OF TARNOWSIO ENGINEERING, INC.