HomeMy WebLinkAboutSUBMITTED PAPERSm
OFFICE USE ONLY:
Date: a,131 �,� Fee Due-71 C.. t3 Receipt# 1-11I oZ1 Permit #
1. PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCgN/V'�7
2300 Virginia Avenue % D
Ft. Pierce, FL 34982-5652
772-462-1553 County
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: f 2"%n ,5- 0 0 M M% �� CT.
2. PROJECT NAME: S Cat F s O [ Q(,Wb�Mt- SITE PLAN NAME:
3. PROPERTY TAX ID #: bO e.S- 000: q
4. LEGAL DESCRIPTION (attach extra sheets if necessary): M AIrB 01,(Z ii1Ll. 1aA�L 2 jZ��� �
PINT - LA)CT 13
5. PLAT BK_L PAGE 19 - 19b BLOCK LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT. BACK: iO RIGHT SIDE: LEFT SIDE;
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition
R = Rebuild
SG =
SR =
WD
Slab on Grade
Raised Slab
= Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
❑
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
'
EXISTING
aT7.5-'X 29 q'
❑
M H ROOF OVER
❑
NEW ❑
EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑
NEW ❑ EXISTING
X
❑
OTHER:
❑
NEW ❑ EXISTING
X
❑
ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
S2� jz
9. VALUE OF CONSTRUCTION: $ 94MOD .
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.04126/2010
OWNER INFORMATION
NAME: ROQ,F-QT A GO LP 1 OO L
ADDRESS: I2%2S 110-0. I`'`AfW311P CT -
CITY: CITY: -PA L to L t-V -1 STATE: F L ,, ZIP ZLi 90to
PHONE (DAYTIME): C__) EMAIL:
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): O
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT
BUSINESS NAME: FI KNOB) SMUO NLO Y3� 1OOK CO
QUALIFIER'S NAME: H nD\� ) f-(Z
ADDRESS: 2nt G,1
CITY: P> >, k- _ STATE: L_ ZIP t-►a��.
PHONE (DAYTIME): ()94 '�006S?)%\ FAXNO. email: r-1M55Cri1Lf..£0 0 j M(_
ARCHITECT/ENGINEER:
ADDRESS: )9-13 CECLI)AONtS PLALi
CITY: -TH is %J I LLA&B STATE: FL. . ZIP �2154
PHONE (DAYTIME): (In-L) Z&sue ( LI qy
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
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT
I
BIMS FEE
$
MISC FEES
TOTAL FEES
CODE
Y
BUILDING & _ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
�� 1
Oj• �'/• /
INITIALS
I
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 storms.
CONTRACTOR SIGNATURE
OF FLORIDA
'Y OF Srt . LycA-Q.,
The foregoing instrument was acknowledged before me
me this 13�b day of 20 ,
by
who is personally known to me, or who has
produced VF 5a.5' 3"%y - I I -'W - (-::S
as identification.
Signature of Notary
IMPORTANT NOTICES:
SIGNATURE
STAT , OF FLORIDA
COUNTY OF ' 3k � LiN C % It,
The foregoing instrument was acknowledged before me
me this �day of �-e.10 , 20_1�_,
by \-\ cn OQ ( �r % Jib a w'L4\tZ
who is personally known to me, or who has
produced 'F b- . S - %l 4 — 1
as identification. RANNA GIVENS
PUB��, otary Public -State of 6 2 a
Comm. Expires Dec
Signature of Notary �,• r�; om ission #
Bonded Through National Notes
• TWO (2) SIGNAE 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.
PLAN REVIEW SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
R 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 I I" 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 41h 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 Bldg Code of 2010, Chapter 20.
• 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 0 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.
JOSEPH E. SMITH, CLERK OF CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3945969 OR BOOK 3OPAGE 840, Recorded 04/21/2019 at OM
Permit No
State of Florida County of St. Lucie
IS4
NOTICE OF COMMENCEMENT
Tax Folio No !„�
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 is provided in this Notice of Commencement.
Legal Description of Property: (and street address if
MARINFRVILLAGPHARROURRIDGF-PIAT41INIT13, 1277S NW MARINER CT PALM CITY FI 34090
General description of improvement: ALUMINUM POOL SCREEN ENCLOSURE T�rF,eztq &IrE N%
Owner information or Lessee information 'If the lessee contracted for the improvement:
Name ROBERTGOLDSTONE
Address 12775 NW MARINER4
990
Interest in property:
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name: HOOVER 0.FINO
Contractor Address: 2789 SE GRANDR L. 4 Phone Number:
772-708-5761
surety (if applicable, a copy of the payment bond is attached): Amount of bond:
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
713.13(1) (a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates
Lienor's Notice as provided in Section 71313(1) (b), Florida
Phone number of person or entity designated by owner:
receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to
contractor, but will be 1 year from the date of recording unless a different date is
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
Q ale, SHIRLEY A. SAUNIER
Notary Public • Slate of Florida
Expi(Signature of Owner or Lessee, or Owner's or Lessee's Authorized = • 1 My Comm. Commifslop a Jan 31i
bn EE B811698S
Bonded Through National Notary AM
(Signatory's Title/Office)
The foregoing Instrument was acknowledged before me this tB day of , 201q,
By vJ fK 1 0. - -4A,y1N (eP— as 1CTt4A for
Name of P n Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
i )IN I -&MJL— Personally knownl or produced Identification_
(Signatu o otary Public - State of Florida) L `
(Print, Typ , a Stamp Commissioned Name of Notary Public) Type of Identification produced
STATE N `Wo'R1DA
ST. MIE COUNTY
TUI2ISTOf' RI]FYTHAT THISl�A
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STRUCTURE CRITERIA.
DESIGN:
*THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE FLORIDA BUILDING CODE
2010 EDITION AND ALL OTHER APPLICABLE STANDARDS
WIND CRITERIA:
*VELOCITY: 150 MPH (3 SECOND GUST), EXPOSURE 'C', RISK CATEGORY I.
FOR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.
SCREEN DESIGN:
*18 X 14 SCREEN WALLS: WW PRESSURE @ 19.6 PSF, LW PRESSURE @ 15.6 PSF, ROOF @ 5.4 PSF
DESIGN PRESSURE ON BUILDING ENVELOPE ELEMENTS:
*PER THE ALLOWABLE STRESS DESIGN FOUND ON TABLE 2002.4 AND 2002.4A OF THE FLORIDA BUILDING CODE.
*THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST
BE THE AVERAGE SPACING, +/_ 2", AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'-0".
*EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS
WHICH MEET THE REQUIREMENTS'OF SSTD 12.
SCREEN ENCLOSURE ROOF TYPE
*COMBINATION OF MANSARD ROOF ENCLOSURE WITH 2'--10" RISE MAX., STRUCTURE IS CONNECTED TO EXISTING
SINGLE STORY WOOD FRAME HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE 3).
CONCRETE��— ;—
,X' *THIS ENCLOSURE WILL BE CONSTRUCTED ON AN EXISTING 4" MONOLITIC CONCRETE POOL PATIO, THIS FOUNDATION IS��
ACCEPTABLE FOR THIS ENCLOSURE.
*ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER W/2=1/4" MIN. EMBEDMENT INTO CONCRETE.
ALUMINUM NOTES:
MATERIALS SHALL CONFORM TO THE F.B.C., CHANGES SHALL BE DESIGNATED BY THE ENGINEER
OF RECORD:
1: ALL EXTRUSIONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM
ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
2: FASTENERS: ALUMINUM ALLOY # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL
3: MATERIAL UPGRADES (STRONGER OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
4: NO EXPANSION BOLT MAY BE INSTALLED WITHIN 2" OF EDGE OF CONCRETE SLAB.
5: NON STRUCTURAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO LESS THAN
0. 032" (KICKPLATES ETC. )
6: ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH
ALKALI RESISTANT COATING.
7: ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY
. BODIED BITUMINOUS PAINT.
8: SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH'BEAM STITCH SCREWS @ 16" O/C
BOTH SIDES. (#12 SMS), FOR 9" & 10" SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM
STITCH SCREWS @ 12" 0/C.
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAN' BE, NECESSARY IN ODDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMEWS
ARE THE RESPONS191.LlTY OF THE
CONTRACTOR OF RECORD
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO C
REVIEWED BY
DATE
PLANS A D PER IT
MUST BE K9PT ON OB OR
NO INSPECTION WILL BE MADE
SHEET MMER
1 OF 5
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Scale: 1 /8" = 1'
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71-4" 5'-$-1 5'-7"
30'-1 "
r2ELEVATION A.
1 L
5'-9"
11 0
lk
Cp p + 3
10,
3 ELEVATION B.
MEMBER SCHEDULE
MARK
SIZE
MAT.
THICKNESS
DESIGN
W.
F.
B1
2"X 9"
ALUM.
0.082
0.306
PER ENG.
B2
2"X 8"
ALUM.
0.072
0.224
PER ENG.
Pi
2"X 7'
ALUM.
0.055
0.120
PER ENG.
P2
2"X 3"
ALUM.
0.050
0.050
PER ENG.
P3
1"X 2"
ALUM.
0.046
0.046
PER ENG.
CR
2"X 3"
ALUM.
0.050
0.050
PER ENG.
DJ
2" X 2'
ALUM.
0.046
0.046
PER. ENG.
K/B
3"X 2"
ALUM.
0.070
0.070
PER. ENG.
W/B
2'X 2'
ALUM.
0.090
0.090
PER. ENG.
THESE PLANS AND ALL PROPOSED WORD
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE d0DEG.
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SHEET NUMBER
2 OF 4
SLPICE PLATE ALLOY:
MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL 6061T6 OR 5052H32
SPECIFICATIONS FOR GABLE AND/OR STRAIGHT BEAM SPLICES
O
�c o O 0 -41-a',INTERNAL SPLICE PLATE
. = ti
SCREW POSITIONS NEAR MITER
�q0 OF Q�C� SCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED
l TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS
ALONG MITER JOINT MAY 1 1/2' TO 2', MANTAIN
MAXIMUM AND MINIMUM DISTANCES BETWEEN SCEWS.
EDGE DISTANCE FOR SCREWS: 3/4'
MINIMUM SCREW SPACING: 5/8'
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
TYPICAL ELEVATION FOR BEAM MITER SPLICE 1
(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MANTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL)
BEAM SLPICE DETAILS
• TABLE 109
BEAM
SPLICE PLATE
DIMENTIONS
#14 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLICE
FASTENER SPACES
THICKNESS
LENGTH
HEIGTH
NUMBER OF SPACES
HORIZONTAL
VERTICAL
2X6X0.050X0.120 SMB
3/16"
16"
5 1/4"
14
56
3
3
2X7X0.055X0.120 SMB
3/16"
16"
6 1/4'
14
56
3
3
2X8X0.072X0.224 SMB
3/16"
18"
7 1/4-
16
64
4
3
2X9X0.082X0.306 SMB
3/16"
18'
8 1/4"
18
72
4
4
2X10X0.092X0.389 SMB
1/4"
20"
9"
22
88
4
6
IF DESIRED THE 3/8' BOLT SHOWN IN THE WIND BRACING CONNECTION
THAT SECURES THE 2 X 2 X 0.90 MEMBER TO THE U-BRACKET AND THE U-
BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) $14 SMS. THE
#14 SMS. MUST BE 1!2' FROM THE END OF THE U-BRACKET AND AT LEAST 3/4' A
(STAGGERED) FROM EACH OTHER.
ml
1/4" THROUGH BOLT
--- U-BRACKET
(CHANNEL)
# 14 SMS TWO ON
EACH SIDE OF
BRACE
ROOF BEAM
1/8" OD
# 14 SMS TWO ON
EACH SIDE OF
BRACE
°
o (U-BRACKET CHANNEL
m INSIDE VIEW WITH 4 # 14
'x INTO BEAM OR PERLIN)
x ALTERNATE I
CONNECTION OF
CHANNEL (4)
Gnu EACH #14 SMS
THRU CHANNEL
' BEAM ORPERLIN WEB THRU BEAM
IYEBINTO BACKIN
SECTION PLATE
(U-BRACKET CHANNEL)
1/4" THROUGH BOLT
II
PURLIN OR EAVE RAIL
3 SCREEN ROOF D-"YONAL WIND BRACE
iMS
ao
POST/COLUMN
IAGONAL K-BRACE
PARTIAL ELEVATION UPPER R--BRACE AT EAVE RAIL
SCREEN SIDE DIAGONAL
K-BRACE SCREEN SIDE GUSSET PLATE SPECIFICATIONS: � Ia sas (TYPICAL)
1) ALLOY 6063T6 OR 6061T6 OR 5052H32 0 �
2) h1INIMUN THICKNESS .090" ON THE OUT SIDE FLAT BA ��o
AND .0625 ON THE INSIDE 1'X3' ANNGLE PLATE
3)SIZE SUFFICIENT TO ACCOMODATE #14 SMS AT GIRT OR CHAIR RAIL o of
A MINIIHIM SPACING AND EDGE DISTANCE 1/2"
4)EQUAL NIJhBER OF SCREWS INTO VERTICAL AND
HORIZONTAL MEMBERS (INSIDE AND OUTSIDE) o_
DIAC6WIL
POST/COLUMN
CE
PARTIAL ELEVATION/LOWER R-BRACE AT SOLE PLATE
(SCREEN SIDE)
1' x 3' x.09375 ANGLE INTERIOR
ANGLE( LENGTH EQUAL TO DEPTH
OF SCREEN SIDE PLATE). C�
SECTION / R--BRACE CONNECTION (INSIDE)
'°Z°° GUTiER INSERT IN SUPER GUTTER
TO HOUSE CONNECTION
10' LONG (0.125 THICK) EXTRUDED "Z' BAR
4- 1/4" X 2 1/4' LAGS IN EACH 10" INCH INSERT
GUTTER INSERT, TYP. CENTERED ON EACH ROOF
AND AT 24' O.C. (MAX. SPACING) IN THE REST OF
BEAM, WITH (4) FOUR # 14 TEKS THRU TOP LIP OF
THE GUTTER (PILOT DRILL FASCIA W/5/32' BIT TO
GUTTER
AVOID SPLITTWG)
5' STRUCTURAL GUTTER
(CONT.)
1X2SCREEN FRAME (TYP.)-
e o o
e
'Z' GUTTER INSERT
E15"
SUPER GUTTER
°
2'X3" X 0.125' (CUT 2' LONG) WITH 3-INCH LEG
AGAINST-1X2 CLIP, SHALL HAVE FOUR (4) # 14
GUTTER ELEVATION
INTO SIDE OF ROOF BEAM AND TWO (2) #14 X 2'
LONG 7EKS (PER ANGLE CLIP) TRHU GUTTER AND
TYP. 2X? SCREEN ROOF BEAM (MAY BE
INTO GUTTER INSERT(TYP. ONE ANGLE CLIP ON
FLAT OR SLOPED)
EACH SIDE OF EACH BEAM
'4 TOP VIEW PLAN
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THESE PLANS AND ALL PROPOSED WORK
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ARE dllaJECi TO ANY
REQUIRED BY FIELD INSPECTORS THAT � �
MAY BE NECESSARY IN ORDER
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, COMPLY iNITSf ALL APPLICABLE CODES.
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SHEET NUMBER
- - 3 OF 5
2'X3'X 3/16" BY 2' LONG ANGLE EACH
SIDE
3 EACH #14 S. M.S. EACH SIDE (3/4'
0. C. MIN.
3/8' DIA CONCRETE ANCHOR
W/2' EMBEDMENT (MIN.)
2' X 7' SMB COLUMN (SHOWN)
(COLUMN SIZED PER TABLE)
— 2'X3' X 3/16' BY 3' LONG (MIN.) EACH
SIDE
4 EACH #14 S. M. S EACH SIDE
1/4' TOP CON W/2 1/2" EMBEDMENT
INTO CONCRETE
TION FOR LOAD CONDITION 3
LOAD CONDITION 3 - CONNECTION UPLIFT CAPACITY = 2,400#
CONNECTION SHEAR CAPACITY = 2,400#
4- # 10 S. M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT ( 1" EMBEDMENT MINIMUM.) -
CONCEALED F.
2" x 3' PURLIN MAY BE
SLOPING OR HORIZONTAL
2'.X 2'/ 2" X 3' OR .
3' X 2' HOLLOW HORIZONTAL
(GIRT).
SELF MATING POST OR
HOLLOW POST.
rows r2
3" X 2"X .125' ANGLE PLATE WITH
3- #12 S. M. S ON EACH SIDE
COLUMN (PER TABLE) �-- 2 EACH #10 S.M.S X 4'
LONG THRU EAVE RAIL 2X2
INTO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL O
---- 1'X 2' OB @ PERIMETER
FASTEN PER NOTE # 1.
H r - 3' X 2" HOLLOW HORIZONTAL
z (GIRT)
' General Notes
w
w � 1. Note 1: USE 1/4" X 3" LONG LAGS INTO
a WOOD HOST AND 1/4" X 2 1/4" LONG
CD ACONCRETE SCREWS INTO CONCRETE OR
a I MASONRY CONSTRUCTION (1" EMBEDMENT
TYPICAL) /SPACING 24" O.C. AND WITHIN
c -6" OF EACH PERPENDICULAR MEMBER
o
x �
1
- 4- #10 S. M. S FROM INSIDE FACE
OF 1" X 2" OB INTO SCREW SPLINES
OF HOLLOW GIRT W EMBEDMENT
MINIMUM.)
D
PARTIAL ELEVATIONS/2" X 2", 2"X 3" OR 3"X 20(
GIRT TO 1" X 2" CONNECTIONS V CONCEALED FASTENERS
SIZE BEAM PER TABLE
1' X 3' ANGLE COVER PLATE
" 1" X 2" OPEN BACK FASTENED
LAP BEAM WEBS OVER TO 2' X 2' P. WITH #14 S.M.S.
COLUMN AND FASTEN WITH 24' O.C. (TYPICAL )
5- #14 S.M.S. AS SHOWN (PATTERN
CAN BE HORIZONTAL OR VERTICAL).
COLUMN (PER TABLE)
EAVE CONNECTION DETAIL 5
(TYPICAL EAVE CONNECTION)
2' X 3" PURLIN (MAXIMUM
PURLIN SPACING 7'-0" )
SCREEN ROOF BEAMS - SIZE
PER TABLE / MAXIMUM
SPACING 8' - 0" 0. C.
BEAM STITCH SCREW @ 24" O.C.
TOP AND BOTTOM (#12 SMS TYPICAL)
4 EACH #10 X 2" LONG S.M.S.
(TYPICAL) INTO SCREW BOSSES.
6
ROOF/SECTION OF CONCEALED FASTENER CONNECTION
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THESE PLANS AND ALL PROPOSE.
ARE SUBJECT TO ANY CORRECTI'
REQUIRED BY FIELD INSPECTOR` ..;.':
MAY QE NECESSARY IN ORDER
COMPLY WITH ALL APPLICABLE CGL-W �.
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LEGAL DESCRIPTION; Ilivl� -fi, SETBACKRQ•
fiARf30UR RIDGE PLAT NO. --f —OR
TRACT VA—?•
PLAT THEREQF RFCORnEn, ACCORt7ING Tp —�,
PAGES 19-19D , . P Tfir3 FRCkIT' c
S T , :' PLAT BOOK 2.4
LUCIg •COUNTY, pL'ORIi)A. SIDES
CNR SIDES
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NOTE: -" !t]NS SHOW
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pR0 THE DEV
J'ECT AS IT APPLIES TLOPMENT� OR.
MII�IMU r(:4r iIS [-JAR 3.()i]R .`RIDGE p
H ' DISTA24CE OF 0 TRACT 'V
REQUIREMENT.;• .. 30 FEET Zi P1 r NO- I.AiItfED
LT�7FI:i{ i3.U} �• 4 FfAI�f30U.R' RIDGE Pf1L�tt� r.
NGS. TI•IEIZE IS REQUIRES A ;
N0 STnF YARD': SFTI3ACK
.F EY: ji� Q C. K � •1.l� ;
FIELD: :US .A8S
CIA? INC;. `..'.....- N SURVE =�s jj Y
A.:►l���I ENGINEERS . sURvEYoRs.: r. Prepared s`cAr E: w ,
�NERSfor -4 0 R,
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'PROVED: s.,�/ f-{ ri ,j WEST RALF,i BE FL j`If,a ESA R f�O OUR. RID (� E - 8�
1 24.
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PA
�-�- 'No:
!t^ D. _
DR fO 'p ! 2 5 (p r
FIND S SCREEN''
SORE
AND ALUMINUM CO.
SITE SURVEY
GOLDSTON.
2789 SE GRAND DR.
12775 SW
P.S.L. FL. 34952'=
YP4 :
PALM CIT•
PHONE 772-708-5761-FAX:772-398-6463'
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