HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE U.-If ONLY—�
Date: I I [ I Fee Due: `Receipt# Permit #
ALL INFO MUST BE COMPLETE c& FILLED IN TO BE ACCENTED
St. Lucie County Building and Zoning
2300 Virginia Avenue
L a Ft. Pierce, FL 34982-5652 S
�- 772-462-1553 CHNNEE;
By
St. Lucie County
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: 7550 Gullotti P1 Port St. Lucie, FL 34952
2. PROJECT NAME: De Angelis SITE PLAN NAME:
3. PROPERTY TAX ID #: 3414-501-1 1 05-350-9
4. LEGAL DESCRIPTION (attach extra sheets if necessary): St. Lucie Gardens 24 36 40
Blk 3 S 330 Ft of Lot 5
5. PLAT 6. PAGE T BLOCK 8. LOT 5& 3
BOOK NO. NO. NO.
9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 3-Z9,Q x j t{S • ll ,r 3029 7& k
10. SETBACKS (ACTUAL) FRONT: (�N BACK: 1G RIGHT SIDE: LEFT SIDE: 139(p
11. TAPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N=New
A= Addition
R = Rebuild
SG Slab on Grade
SR =Raised Slab
WD = Wood Deck
DIMENSIONS
X
SQUARE FEET OF
CONSTRUCTION
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
❑ CARPORT/PATIO ROOF
❑ NEW El EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ SUNROOM
❑ NEW ❑ EXISTING
X
X
50' 5R 32'
X
X
X
1 61 6'
Linear feet
❑ SHED
❑ NEW ❑ EXISTING
9X POOL ENCLOSURE
N
SG ® NEW ❑ EXISTING
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
❑ ROOF SYSTEM OVER
_EXISTING ACCESSORY STRUCTURE
❑ OTHER:
❑ NEW ❑ EXISTING
El NEW El
❑ POOLFENCE
TOTALSQUARE- FOOTAGE OF CONSTRUCTION
12. VALUE OF CONSTRUCTION: $ 9,440.00
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.
SLCCDV Form No.: 001-02 Rev. 31112009
it
OWNER UNFORMATION
NAME- bGeorge & Marie De Angelis
ADDRESS: 7550 Gullotti Place
CITY: Port St. Lucie STATE: FL ZIP 34952
PHONE (DAYTIME): (7 7 2) 8 7 8— 7 6 7 4 EMAIL:
I
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): (_)
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: RX 1 1 0 6 6 91 9 ST. LUCIE COUNTY CERT #: 4 7 6 3
BUSINESS NAME: Pioneer Screen Co. Inc. II
QUALIFIER'S NAME. Michael Newman
ADDRESS: 1682 SW Biltmore St.
CITY: PSL STATE: FL ZIP 34984
PHONE (DAYTIME): ?72) 340-4393 FAX NO. 772-340-4626 email: pioneerscreen@msn, c
ARCHITECT/ENGINEER: Do Kim & Assoc. LLC
ADDRESS: PO Box 10039
CITY: Tampa STATE: FL ZIP 33679
PHONE (DAYTIME): (81 3) 3 7 4— 0 3 21
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such 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
I j
`j
TOWNSHIP
RANGE
) �_
`-►
MAP NO.
3 C.(Qq S
ZONING
(� `` `
�)
LAND USE
Q
LOT CVG %
Additional
Permits
i �
Required
CODE REPORT
3; g
BIMS FEE
$
MISC FEES
$
TOTAL FEES
BUILDING &c ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
INITIALS
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, a-nd to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO 0W,1ER: FATLURE TO RECORD A NOTICE OF CONIMENCEMEN i MAY RESULT. RN YOu
PAYING TWICE FOR IMPRO'.TEMENTS TO YOUR PROPERTY. L= YOU L iTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT TT 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
L If utilizing the AAF Guide to Aluminum Construction in M-11 Wind Zones, I the Contractor/Owner Builder herebv certify
that the components being used, fasteners type and fastening pattern meet all the requirements for tine 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 worst or installation has commenced prior to the
issuance of a per, it and that all worst 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 I- VAC, etc., -not
otherwise included with this bu ldtng permit application.
3. 1 , the Contrac / ®caner l ail�Ilt
have verified that the existing41ounda,s the requir nts of the Engineer of
Record and ' u adegaaate can o withstand the uplift and weigurn structu- a d said structure will not
exceed th o tpnnt of he st re that was in existence prior to reOWI R OR CONTRaC OR SIGNA T URE COGN. TiJRE
STATE OF FLORIDA STATE OF FLO
COUNTY OF 5+- Luc c COUNTY OF - LLLCG t
The foregoing instrument was acknowledged before me
me this ( day of �Q-'''4Qrrj 20 1)
who is personally known ✓ to me, or who has
The foregoing instrument was acknowledged before me
me this i300-day of " t.r_cLr 00 ll
by_. M i G h a e I IY G"j rr�
who is personally known s.zto me, or who has
produced produced
as identification, as identification.
a`Y BEVE(30S WALLACE L
Signature of 'Nfotary III YP SE1N 6hO S WA
MY COMMISSION # DD83530$ gnature of Notary
Fc?? EXPIRES November 03, 2012
MY COMMISSION # I
tiiPORTAiNT NOTICES: Y',
(407; 98-0155 FloridallotaryService.00m oP: EXPIRES November
53
TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTA _IZE(D71398IF P,PP FIor70allotaryService
BUILDING PERMIT AS AN OWNEWBUILDER, THE OWNER NIUST PERSONALLY APPEAR, N THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR
AFFIDAVIT.
A_ L SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED N INK. COPIES, FACES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
WHEN A PERT IIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILI'TY, IT WILL BE VOIDED. IF TIE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
2012
PLEASE PROVTDE ONE OF THE FOLLOWING: CKLIST
❑❑ 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 Alumin
❑ ? Sets of Detailed Plans: Designedum Construction in High Wind Areas.
pfs
in accordance with any Approved Manual er 89.11
,.1) ANY PLANS SUBIVETTED WITHOUT COMPLYING WITH THE FOLLOWING S-
APPROVAL. ALL PL,�t�iS MUST BE 1iV INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED EDH UT OF
a SUBMISSION,
°• All plans must be legible and must be designed in Architect's Scale on pages which are 8 tr2 x 11" or larger.
All relevant tables of 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"]
e All chair -rails, roof purlins, gins, channels, knee -bracing, k-bracing, cable bracing or any other required component must
be sized and identified.
• All ridge beams and super ;utter or fascia attachments must be identified.
°• Ali roof pans or composite panels, with gauges and spans, must be sized and identified.
• Al] rooting, 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 conformitywith the Florida Building
20, including 2006 revisions.• Code of 2007, Chapter
Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing,
catching gates with picket spacing. self
SITE CONSTRUCTED SHEDS, LAVING ANY AI. 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 ASCEi, identified on the openings of all Plans.
W) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE - PECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. REQUIREMENTS, EXCEPT .SAibIA
(lam SUNROOMS (as defined in R202 and FBC 2002.bb7 MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
A30VE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2I00.02 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 ; 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 6FAC 15C ?.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW
;man or Composite) OV_R E�STING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: ROOF SYSTEMS
(a) A 4c' 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.
J05FPH E. SMITH, CLERK OF THE CIRCUIT COURT
�f7F.�GS71id3E_IQ` �y SAINT LUCIE COUNTY
IAIG BILE !t 3553297 0112M2011 at 10;32 AM
/ OR BOOK 3262 PAGE 2017 - 2017 Doc Type. NC
/ (%p g �. �• ' - �Ti» �t� .5'� RECORDING? $10.00
��� 1 �, ~ �� NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to eettain real property, and in accordance with Chapter 713,
Florida statutes the following information is provided in the Notice of commencement.
I. DESCRIPTION OF PROPERTY (Legatdcscription and street address) TAX FOLIO NUMBER:.a''i"�,—
SUBDIVISION— � BLOCK__,. __TRACT LOT BLDG UNIT
T L[�C• : RYLDaatls �4t 3 (� r{n S 3p bG GO-Y Sf
2. GENERAL DESCRIPTION OF IMPROVEMENT: IA/•s1,,411 *—roo 4 gAl c /4.:rj D.r
3- OWNER INFORMATION: a. Name
b. Address 7 so i !-Ls I- ; Ae . Ae/sf:T ,.t' _ c. interest in property
d. Name and address of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: �i0�72 orcr��•i! Lto,�t�- •_�w_ .
It,a2 s,w.
Aa;4.
9'7 7- 9
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BONA AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADARESS AND PHONE NUMBER:
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713-13 (lxb), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:
9- Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) , 20
1gnature of owner or Print Name and Provide Signatory's 'Title/Office
Owner's Authorized Officer/Director/Partner/Man>ager
State of Florida
County of -- T ta c._ %
The fo going instrument was acknowledged before me this /� day of
By as
(Name of person) [Typo of authority... e.g. Owner, offices, trustee, attorney in fact)
For
(Name of party on behalf of whom instrument was executed) Personally Known or produced the following type of lD: ,
;fit'" 7y JO ANNE WILLS
�/�j MY COMEviiSSION 9 DD W9744
EXP RES. February 20, 2011
iix "'r Pudic U-dm,&a
(Printed Nanne of Notary Public) (S; ature of Notary Public) {Seul1 -_
Under penalties of pedury, I declare that I have read the foregoing and that the fists in it are true to the best of my knowledge and
belief (section 92-525, Florida Statutes).
Signature(s) of Owner(s) or Owner's)' Authorized Officer/Director/Partner/Manager who sisn RECEIVED
(Signatlut) (PxintedName) tPublic Works
a�.oenazaoxa��a++d St- Lucie COUnty, FL
Property Appraiser - St.Lucie County, FL Page 1 of 1
PROPERTY RECORD CARD
George Deangelis
Record: 1 of 2
<<Prev Next» Spec.Assmnt
Taxes Exemptions Permits Home F
Property Identification
CIE
��UC�lr2
Site Address:
7550 GULLOTTI PL
ParcellD
3414-501-1105-350-9
�
Sec/Town/Range
24 :36S :40E
Account # 41025
yP
Map ID
34/24S
Land Use
SF Res
.
Zoning
AR-1
City/Cnty
St Lucie County
�'•\_�,
Ownership and Mailing
Legal Description
Owner
George Deangelis Marie Deangelis
ST LUCIE GARDENS 24 36 40 BLK 3 S 330 FT OF LOT 5 (2.50 AC)
Address
7550 Gullotti PI
(MAP34/24S) (OR 2294-1285)
Port St Lucie FL 34952
Sales Information
Assessment 2010 Final Total Land and
BUildimg
Date Price _.o- Deed
Book/Page
2010 Final. 324000
Land Value
60000 2.5
6/30/2005
535000 00 WD
2294 / 1285
Assessed: 324000
Building Value
264000
10/29/2004
35000 01 QC
2090 / 1852
Ag.Credit 0
Finished Area
3352 SgFt
4/14/1999
25000 00 WD
1218 / 1064
Exempt: 50000
10/25/1993
27000 02 WD
0867 / 2312
Taxable 274000
10/20/1993
27000 02 WD
0867 / 2311
Taxes 5899.3
BUILDING INFORMATION
Exterior Features
View
RoofCover
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType
HB+ -HB+
YearBlt.
2003
Frame
Grade.
B+- B+
EffYrBlt
2003
PrimeWall
HP - Hardi Plank
StoryHght:
0020 - 2 Story
No Units
1
SecWall
Interior Features
BedRooms:
4
Electric:
MX - MAXIMUM
PrmintWall
DW - Drywall
FullBath
3
HeatType
FHA - FrcdHotAir
AvgHUFI
112Bath
0
HeatFuel
ELEC - Electric
Prm. Flors
CT - Tile -Ceramic
%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
i:e_c
1 0100-SF Res
528 -Acres
2,5
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
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SURVEYOR NOTES:
ALLEN E 8ECUC MIL SETS A STANDARD MARIQR OF A 1/1' IRON ROD AND A CAP
MARKED LB e79a AT ALL CORNERS UNLESS OTHERWSE NOTED HERF'XL
SAID CtlC1ER IS SHOWN AS - E1. ANO F0 SURVEYED ON 12- 3- 04-
8A45 OF SEARN4S/ANQ1S BEUNC THE lA ES 1— s- A e - o s
LINE OF 5Ecn o 11 24 - - � ASSU,N E D AS
AaWAA'nCW-' /U oo°oR 39-E
FD. - FOIMD -///- - OV[RFIEAD UTILITY
RADIALCALCULATEDvLLt ❑ - WATER METER
ILI
3 CAIIATED B - POWER POLE
MEASURED U.P. 0- UTILITY PEDESTAL
DEED OR DESCRIPTION •WELL
- UNREADABLE Ca - SATELLITE ONSH
LILC - IRON ROD U CAP C - CENTERLIHE
I.P.C.-IRON PPE k CAP A - DELTA
P.C. - POINT OFF CURVATURE L - U # M
P.T. - POINT OF TANGENCY R - RADIUS
PA.G - POINT OF REVERSE CURVATURE NAO/T - NAIL NO OW/TAS
PAC - POINT OF COMPOUND CURVARNF R - RIGHT-OF-WAY
P.C.P. - PERMANENT CONTROL POINT E/P - EDGE OF PAVIDAENT
D./U.E - ORAIN46E At/Oft UTILITY FA;ELfl/T RE- (LoAO EALSEMENt
® - ELECTRIC 7RANSFORWIR
ALLEN E BEM INL DOES NOT QUARwm OR ASSUME ANY UASKM FOR ANY
EAV-VANT. XIMIT-OF-WAY, 4.T8i.-AS. i SVI JATICK RESTRclo I .OR
SIMILAR MATTERS NOT SHOWN aN REFERRED 7Z ON THE PLAT, OR PIFISICALLY
VS&Z ON SITE THIS "VEY WAS PREPAAED WTTNOUT BENFTT OF ABSTRACT
TITLE AND ALL NATTERS OF TITLE SHOULD BE REFM'tM TO AN ATTORNEY.
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORMAL RAISED
SEAL OF A FLOROA UCENS D SURVEYOR AND MAPPL'.
,URISWTIC UAL AREAS WETLANDS AND UNDERGROUND UTILITIES. F ANY NAVE
NOT am LOCATED. OTHER THAN SHOW
THIS SURVEY IS FOR THE USE OF THE PARTIES SPECK LLY CERTFIED TO
HEREON. AND NO OTHERS.
ACCOMM TO THE FiDERAI. EMERCENCY MANAGEMENT A590CIATION (FENA)
ROOD INSURANCE RATE MAPS. 71,05 PROPUM UES IN FLOOD ZONE ' A- H .
COIYRIWrY PANEL i / 2 D Z 850 Z ,Q 3 F DATED 9
BASE MEVATICN /% DO
BOUNDARY SURVEY
CERTIFIED TO:
EEae6E' AND f-n9RiE 0EAN,5E"5
GIA5N/AOrVAll"U774A 99NK,F,4.
Z,galYER,5 j/rLE /N5uRf1AeE CORR�iPAT7oltr
,JOAI 1. M gj?riAI , F-'Zl ,IRE
SURVEYOR'S CER71FICATE
I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT
THIS SURVEY IS TRUE AND ACCURATE, AND THIS
SURVEY !BEETS THE MINIMUM TECHNICAL STANDARDS
FOR SURVEYING AS PER CHAPTER 61G17-6 OF THE
F.A.C. SUBJECT TO ALL NOTES AND NOTATIONS
SHOWN HEREON.
fie_.. E. Z&'�/ 0 y- - 99
ALLEN E. BECK P.S.M. # 3690 DATE
GAL DESCRIPTIO
LOT BLOCK OF
ACCORDING THE PL I -HEREOF,
AS REC ED IN PLAT BO AT
P 5 OF THE FU
CORDS OF S-r Lve-/C COUNTY, FL
REVISIONS
EB
I-3o-o2
UP-GATc SZrRVE y �_ccea'
- I -0
�POfirl5E0 S/TE RAN FNa4 E
R E-T3
ALLEN E. BECK, INc.
PROFESSIONAL LAND SURVEYORS
608 SW. BAYSHORE BLVD.
PORT ST. LUCIE, FLORIDA 34983
(561) 340-1432 LB 6790
SCALE r ' t}O JOB NO OS- /0yG6
F.B. 51--'oz PAGE 01
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ECR\C BEAM STITCHING SCREWS (SEE TABLE) @ 24' D.C.
S.nt.
CORNER POST EAVE RAIL SPLICE PLATE (EACH SIDE OF BEAM)
(11 TOTAL) - #12 x -'4' SPACE SCREWS A q 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS D K I M
1' x 2' O.B. S.M.S AS SHOWN (1/2' MIN. EQUALLY (TYP.) & ASS❑CIATES, LLC
PATIO SECTION PLATE EDGE DISTANCE 8 & I /'
C-C FASTENER SPACING) t
CONSULTING
° 6 x s x o.oso COLUMN q o W STRUCTURAL
0 ° 6063-T6 ALLOY PLATE
G CONE SIDE) OR STRONGER QST �� 'J ENGINEERS
K-BRACE
3' x 3' x 0.OWTR13 MIN. 6 ALLOY 2x3xO.O70 CHAIR RAIL Tampa, Tampa, FL 33679
PO Box 10039
PLATE OR STl7ANGER CONENE SIDE) WITH
(3) - #12 x. 2/4' S.M.S, EACH SIDE AS #14x3$' SCREWS
SHOWN (V MIN. PLATE EDGE DISTANCE K-BRACE Tel: (813) 374-0321
& C-C FASTENER SPACING)
K-BRACE 81 BEAM LINE LINE SCREWS PLATE RevJDate Description
CORNER POST ®®® G("L Y2 (tom) *,�1 �\Ax32 PSl> 2x4 ,3 •B'2 C' TOTAL WIDTH 6!8 P .
B QP C FOR 0 2010 ISSUED
3' x 2' 3t 0.050' MIN. 6063-T6 -
ALLOY ATE OR STRONGER Z�Q) M Y 4 V\ C�S'(OjP\" 2x5 3 3 32 14'
(ONE S ) >,(y „trc `A*-, **i `' 2x6 4 3 40 14'
(3) �12 x �4 S.M.S, K-BRACE B V�QZN** * 2x7 5 4 56 16'
EACH S[DE AS SHOWN
(Ya MIrq. PLATE EDGE GIRT (CHAIR RAIL) P\f(E ? Q
DISTANCE & C-C 2x9 5 6 72 18'
FASTENW SPACING) -.-xl'4.,._
" - 2x9(HW) 6 7 88 18'
° BRACE093 ., 2x10 7 7 96 16' 0
UNLESS)
n ° �- 1' x 2' OLE PLATE OTHERWISE
//� I • SEE ELEVATIONSFOUNDATION
FOR 'K' BRACE SIZE
V 0 CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. Y.' 0 CONCRETE
SCREWS FOR CORNER COLUMN
^ - - l x 1 x16" BY 2" LONG 5-
ANGLE, EACH SIDE (TYP.) 2x3x0 0 IRT/CHAIR RAIL
CONNECTION DETAILS (SEE PLAN)
(5),.&IX3/4- S.M.S.
1x2 O.B. ATTACHED TO ,.." W/
(2)-#10X2" S.M.S. INTO "SCREW BOSS
1x5x ANGLE 6' LONG
(TYP. @ EACH BEAM)
(1)-1/4"xV2* SA. THRU-BOLT
(5) Y4'0x3' LG. @ EACH ANGLE
NOTE PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE
ATTACHED TO HOST STRUCTURE CONSISTING OF
W/ Yi NUT #tb WASHER
0 EACH St OF BEAM
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX.
(4) 112x2`.t.M.S. - 1x2 O.B.
TO SUPEWGLMER TYP.
(TYP.)
FACIA TO BE 2x6 (MIN.) S.P.F.
OR WESTER RED CEDAR
OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE
NOTED ON PLAN DWG.
STRUCTURAL GRADE 2 MIN.
(4) f 4.3/4" S.M.S.
(D Y4'Ox2' LG. LAG SCREW @ 24'
O.C. ENTIRE LENGTH. OF GUTTER
S.M.B.. BEAM
2x2W ANGLE, EACH SIDE
(FOR AGIJTE ANGLE CONDITIONS
INSTALL ANGLES AND FASTENERS
INSIDE THE BEAM)
(4) J120/4' S.M.S.
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
2' 0 DOLLOP OF CONSTRUCTION
ADHESIVE E 5' o -
NOTE' CONSTRUCTION ADHESIVE SHALL MEET
ASTM C-557. MIN SHEAR STRENGTH @ 7
DAYS = 425 PSI
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
fSECURE FASCIA TO EACH RAFTER TAIL
W/ (D Y4Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER. 14
(EIR)
#lOx3/4'
0 2' O.C.
(1) Y; Ox2' LG. LAG SCREWS
(TYP. @ EACH BEAM)
(1) 012x2' S.M.S @ 12' o.c.
(MAX) BETWEEN BEAMS
)W THICK CONTINUOUS
ANGLE
MIN. (4) �I�l�t2'' LONG
(4) /14xV2' S.M.S., S.MS<. ItRb SCREW BOSSES
2 SCREWS " ALTERNATIVE)
EACH LEG (TYP.)
S.M.B. POST
HOLLOW POST I .
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
- rurcury
(MAY BE SLOPED
(2) x4 S.MXj�- 2x3 OR FIAT)
EAVE RAIL INTO UN SCREW
BOSSES
USE #1 S.M.S. ® 24" O.C. -
TO CON I TO 1x2 O.B. TO 20.
#1206*
EACH LEG.. (TYP.) " 2 SCREWS
lxlxlb' x 2" LONG ANGLE,
EACH SIDE (TYP.)
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) i:'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
Yi CONTINUOUS BEAD OF CONSTRUCTION
PURUN FASTENED TO COLUMN/POST
WITH (4).J12x1' S.M.S. (EACH LEG)
USING Y8' THICK FIAT BAR BENT
TO FIT (6063-T6 ALLOY)
ADHESIVE SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
(3) 12x14' S.M.S., EACH LEG AND MIN. (4) /1Ox3" LONG S.M.S. INTO
(6) #12xy2" S.M.S. CHANNEL TO BEAM SCREW BOSSES ('TYP. ALTERNATIVE)
(9) SCREW TOTAL �
BEAM STITCHING 0 24' O.C. 1 J
(TYP. TOP AND BOTTOM OF SMB Q
2x3x0.Q7„�y�.. ` SEE TABLE FOR SIZES)
BRAKE -FORMED RECIEVING CHANNEL
(MIN. 0.062' MATERIAL THICKNESS)
1' x 2 1/8" x 1" x 3' LG.
(TYP. ALTERNATIVE)
1I.NJ6" ANGLE 3' LONG (EACH SIDE)
W/ (3) J12x-%- S.M.S. EACH LEG.
2x3xO.045 EAVE RAIL ATTACHED TO -
BEAMS WITH (2) MIN. #lOx2' S.M.S.
INTO SCREW BOSSES(TYP.)
USE $lOx IY2" S.M.S. 0 24" O.C. —
TO CONNECT TO 1x2 O.B. TO 2x3.
1x2 O.B. FASTENED TO COLUMN/POST
W/ (2) /10x2" S.M.S. (EACH END. TYP.),
O) BEAM (TYP.) OR12A4n S.M.S.
SIDE
F
(6) #12x34" S.M.S. EACH SIDE
OF BEAM FOR 2x5 COLUMN TO
2x5 BEAM
COLUMN/POST -
PURLIN TO ROOF BEAM
CONNECTION DETAIL
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W
LL1
LEG (6) TOTAL (TYP.)
`
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DRAWN BY:
DYK
CHECKED
BY:
DYK
SCALE:
AS SHOWN
S.M.B. BEAM
DATE:
8111/06
MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIZE)
W MIN., 3 Ya' MAX. C-C
SPACING OF FASTENERS (TYP.)
Ye- MIN. BEAM EDGE
DISTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
D KIM, P.E.
FLA. EG. N MBER 49497
DO KI & SOCIATES, LLC
87
PO ox 10039
Tampa, FL 33679
Cil3,c(
Drawing No. - 060811
SHEET 1 OF 3
ru�
N f
3" MIN. (TYP.)
C
PURLIN SUPPORT
COLUMN/POST
)§' ANGLE, EACH SIDE (TYP.)
2x2x1/8" x 2' LG. ANGLE- -
- -S.M.S. WITH MIN. '-
%"0 CONCRETE ANCHOR -
W/ (4) f12x3/4' S-M.S
EDGE DISTANCE
W/23g EMBEDMENT INTO
(EACH SIDE)
STRUCTURAL CONCRETE (TYP.)
CONCRETE ANCHOR
1'x2" O.B. SOLE PLATE
W/2
W/2�' EMBEDMENT INTO
2"x PURLIN
STRUCTURAL CONCRETE
(EACH SIDE)
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i r � - SCREW ANCHOR O 24" O.C.
u o - AND 9- FROM POST (TYP.)
SIDEWALL COLUMN TO FOUNDAT
SEE PLAN FOR SIZE
1x2 O.B. FASTENED TO CORNE
SECTION WITH i14x1Y2' S.M.S.f
24' O.C.
2x2A" ANGLE 2" LONG (EACH
W/(2) g14x3i S.M.S. TO POS
& 3/8"0 H.D. GALV. EXP. BOL
W/ 2 1/2- MIN. EMBEDMENT
CORNER POST / COLUMN
TO FOUNDATION
CONNECTION DETAIL
91 COLUMN/POST
i x2 O.B. SOLE PLATE
; V
0
EDGE OF CONCRETE
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ANGLE, EACH SIDE (TYP.)
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STRUCTURAL CONCRETE (TYP.)
5 �1'x2' O.B. SOLE PLATE
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Y4 mx2Yi CONCRETE
f
SCREW ANCHOR O 24' O.C.
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EDGE OF CONCRETE N?
PLAN VIEW a
MAIN COLUMN TO FOU
CONNECTION DETAIL' -
I' (TYP.) a £
BEAM MAY
BE FLAT
OR SLOPED
�j
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION
2x2x1d' ANGLE CLIP, CUT AT
A 45- (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE (1) Y4"0 THRU-
BOLT, WITH FENDER WASHER.
ATTACHED TO BEAM OR EAVE RAIL
DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURDNS.
2x2xO.D93 BRACE
/
(SEE PLAN)
1*1
2x5xYa' ANGLE (2' LONG) W/ (2>-#14
O TOP OF 2x3 EAVE RAIL AND 2
�TEKS
#14 TEKSTHE E FRONT OF THE 3.33 CORNER POST
DO K I M
& ASSOCIATES, LLC
CONSULTING
ix2 O.B. TOP FRAME
STRUCTURAL
ENGINEERS
1x3 O.B. FASTENED TO CORNER
CORNER POST
SECTION WITH f1Ox2" S.M.S. W/
' DIA. WASHER O 18" O.C.
1x3 O.B. SIDE WALL CORNER UPRIGHT
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ELEVATION VIEW -- - --
208o ISSUED
CORNER POST / COLUMN 14�
UPRIGHT DETAIL
COLUMN °
2)4" MAX. THICK BRICK PAVERS APPROXIMATE a I I I
SET IN MORTAR ON TOP OF FOOTER GRAD
O.B. SOLE PLATE z -11 ° ° II-1
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1� 11E.111 III IEi
- - - 12" MIN!
' DIMENSIONS MAY BE SWITCHED
FOUNDATION/SLAB DETAIL
0
IL
A
0
PSI MIN. CONCRETE STRENGTH
U)
J
COMPACTED OR
UNDISTURBED SOIL/SAND
_
—
Fa
-
W
(2)-#5 REBAR, CONTINUOUS
LU
3' MIN. CONC. COVER, 36' MIN.
W
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TYP. EACH
(2) #tod3
(IYP. EACH
z
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ALTERNATE (1)1
2x1xY8" ANGLE
DRAWN BY:
DYK
BRACE
CHECKED BY:
DYK
2'x1-YX" ANGLE (BRACE) W/
(4) #12x% S.M.S. O EACH
SCALE:
AS SHOWN
DATE:
8/11/06
MEMBER INTERSECTION
2x246- ANGLE 2" LONG ON
UNDERSIDEW/(4) j12,,% S.M.S.
EACH LEG (BEAM & BRACE)
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO YEON KIM, P.E.
FLA. R BER 49497
BRACE
PLAN)
D KIM & AS CIATES, LLC
C 26887
ALTERNATE 121
P B
2x3 BRACE
ampa, FL 33679
/,, �3.I (
Drawing No. - 060811
SHEET 2 OF 3
414x4' S.M.S. W/ IY'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
13) #14—V S.M.S.
(TYP. EACH STRAP
AND EACH SIDE>
1x2 O.B.
(4) /14x2' S.M.S. - 1x2 O.B.
TO SUPER GUTTER (TYP.)
(4) #14x3/4' S.M.S- (TYPO
S.M.B. BEAM �
2x2A1 ANGLE, EACH SIDE —V
(TYP.)
(8) 1140/4- S.M.S., 4 SCREWS
EACH LEG (TYP.) SUPER GUTTER -
3x3xO.O50 MIN. PLATE W/
(3) #14A. S.M.S. INTO
BEAM AND COLUMN (TYP.)
3x3x0.093 POST (MIN.)
(6) #14x�'4 S.M.S. TOTAL, (3) EACH LEG
%- MIN. C-C SPACING (TYP.)
3' BASE INSERT W/1Y2' VERTICAL LEGS
W THICK 6063-T6 ALLOY (TYP.)
(2) %-0 STAINLESS STEEL OR
HOT DIPPED GALVANIZED
WEDGE ANCHORS W/ 2Yi MIN.
EMBEDMENT INTO CONCRETE.
TOP OF CONCRETE .c
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#14x4' S.M.S. W/ 1Y4'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
1x5xi13' ANGLE 4' LONG SEALANT MAX.
(TYP. @ EACH BEAM)
#14xW SMS W/ INTEGRAL 3'4 0
WASHER AND NEOPRENE GASKET
@ 18' D.C. TOP & BOTTOM.
SLOPE
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O O O O O O O O O O O O O
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SCREEN ROOF TO PANEU COMPOSITE
COLUMN TO FOUNDATION
CONNECTION DETAIL
3' COMPOSITE
ROOF PANELS
COMPOSITE PANEL ❑ �`) (SEE PLAN FOR SIZE)
14' FLASHING (CONT.)
—TUCK UNDER SHINGLED
1 @ LEAST 6'
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. IW BEARING LEG.
(1) WO x 2' LAG SCREW @ 24' O.C.
ENTIRE LENGTH OF RECEMNG CHANNEL
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) y'0 x 4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNEL
3' COMPOSITE
ROOF PANEL_
S.M.B. BEAM
(SEE PLAN FOR SIZE)
NOTCH POST TO ACCEPT BEAM
BEAM STITCHING SCREW T & B @
24' O.C. (SEE TABLE FOR SIZE)
SLOPE DO K I M
�O�O�O�O�C & ASSOCIATES, LLC
2Wx2' REC. CHANNEL
W/(2)-1/4'0 THRU-BOLT
W/ 3/4' WASHERS
(2)-%'0 THRU-BOLT
W/ 1i'0 WASHER
(MIN.) 3x3XD.093 POST
(SEE PLAN FOR SIZE)
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
SOFFIT
COMPOSITE ROOF TO EDGE BEAM
Q
2 10
ISSUED
(3>-WO THROUGH BOLT SEALANT
W/1%4.0 WASHER
i:' 0 x 21f' LONG WOOD LAG SCREW OR CONNECTION DETAIL
i.' 0 x 2y' LONG MASONRY ANCHORS
Q
SLOPE°
@ 24D.C. MAX.
S.M.B.. BEAM
Q
(SEE PLAN FOR SIZE) 000000000000
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O 0 O O O
0 0 0 0 0
HOST STRUCTURE
3x3x0.093 POST (MIN.) 0 0 0 O 0 O
(MASONRY OR WOOD) (2)-%'0 THRU-BOLT
W/ WASHERS
#14xW S.M.S. W/INTEGRAL �'0 WASHER AND
NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM.
EXTRUDED OR BRAKE-FURMED ROOF HEADER
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) 2' WIDE X 6' LONG X ' MIN.
0
WITH MIN. IW BEARING LEG. S'M'B' THICK STRAP (6063-T6 ALLOY)
WASHER AND NEOPRENE GASKET 2 12' O.C.
WITH (2)-#12 X -Y4 S.M.S. L BOLTS.
NOTCH
NOTCH POST TO ACCEPT BEAM
#10x4' S.M.S. W/ 1%4'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
o-o O-O-o-O-0-0-0'
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Yr' PANEL
WIDTH MAX.
PATIO SIDE WALL HEADER
(SEE PLAN FOR SIZE)
(4) #1046' S.M.S., (2) SCREWS
EACH LEG (IYP.)
tx`!ABY 2' LONG ANGLE
(TYP. EACH SIDE)
COMPOSITE ROOF TO HOLLOW SIDE WALL HEADER
CONNECTION DETAIL
SCREEN ROOF TO COMPOSITE ROOF
CONNECTION DETAIL
1x2 O.B.
(2) Yi 0x2W LG. LAG SCREW
EACH SIDE OF BEAM (TYP.)
(4) #140/4' S.M.S.
(TYP.)
ROOF BEAM
(FLAT OR SLOPED)
2x24" ANGLE, EACH SIDE —L
(TYP-)
(8) #14x3/4' S.M.S., (4) SCR@
EACH LEG (TYP.)
BEAM STITCHING SCREW T I
24. O.C. (SEE TABLE FOR Z I/L)
ALTERNATIVE DETAIL USING EDGE BEAM FASTENING
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration. Contractor shall be responsible for overall design and shall coordinate all delegated designers as specified. DKA is
solely responsible for the design of the details as shown on these drawings and the contractor shall be in responsible charge to
design the structure as allowed by FL Statues.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
3. All dimensions are provided by contractor, Do Kim & Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
structure capacity.
5. Screen density shall be a maximum of 18 x 14 x 0.013 mesh.
6. Connections using screw bosses shall have minimum (4)-#tOx2" per connection unless shown otherwise.
7. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
FACIA TO BE 2x6 (MIN.)
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) %'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
CARRIER BEAM TO FASCIA CONNECTION DETAIL
C-1022 Low Carbon Steel SMS & Self -Drilling ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(In)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
:/ "
1/2"
#12
0,219
3/
#14 (1/4")
0.250
13/2"
3/3"
8. Structure has been designed to meet the 2007 FBC w/ 2009 Supplement. Project is sited where the basic wind speed is 140 mph
(3-sec gust). 1=0.77. Exposure B. Pressures are based on wind tunnel testing with main wind force resisting system coefficient,
GCp, of +/-0.25 for screen roof and 0.7-1.25 for walls.
9. All concrete anchors shall be Simpson Strong -Tie Wedge All Anchors or Titian Screws or approved equal.
10. Aluminum shall be 6005-T5 Alloy, unless otherwise noted. All SMB and patio extrusion's dimensions and properties shall be in
accordance to material specifications of the latest AAF Guide to Aluminum Construction in High Wind Areas.
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-H25.
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11/06
DO YE KIM, P.E.
FLA. N BM
49497
DO KI & A OCATES, LLC
8C 8O
T pa, FL 33679
Drawing No. - 060811
SHEET 3 OF 3