HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Fee D6.-,i
Permit #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 Vagina Avenue
Ft. Pierce, FL 34982-5652
772462-1553
Nam
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FELLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS:
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX ID #: l y 3 v
4. LEGAL DESCRIPTION (attach extra sheets if necessary): jC) fie/ y/ Sc,-,
0,r L c,. h al 3 3 /. -4 F4 On 1U L_ I L. 4 3 oil S aq,-/
5. PLAT BK PAGE BLOCK LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BACK: 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 = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIlMIENSIONS
SQUARE FEET OF
CONSTRUCTION
SCREEN ROOM �;,,�, wi
fin/
WO R1 NEW
❑
EXISTING
fX a A,
'
❑
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
❑ NEW
❑
EXISTING
X
❑
M H ROOF OVER
D NEW
❑
EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW
❑
EXISTING
X
14
OTHER: cspeh n,�e.��
iv
w13 ® NEW
❑
EXISTING
�,' X
❑
ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
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. ..
SLCCDd Form No.: 00I-02 Reu04/26/20I0
P1
'OWNER INFORMATION
NAME: B a, : ctyy M rti44- os
ADDRESS: _ 6S !�n yC_t"11e,.,'
CITY: J= P e2 " STATE: J= /ZIPPHONE,
(DAYTIME): ( I6 — e6a� EMAIL:FILL IFROM
IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENTHE
OWNER LISTED ABOVE:FEE
SIMPLE TITLEHOLDER: 2 C� u ,n � 0 2 . T P_n,o 2 ( � e Se; 9t V1� —0
ADDRESS: ��Q_a__���
CITY: F% 1. P. P R. tt STATE: ZIP G/ �
PHONE (DAYTIME): (_)
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: ay So?
BUSINESS NAME:
QUALIFIER'S NAME:
ADDRESS: _ /O O � /3,e // !y U e
CITY: f=�, �,_py�� STATE: /� I_ ZIP 31511S
PHONE (DAYTIME): I G/f,e/.7 0U FAX NO. 26P-3 email:
ARCHITECTIENGINEER:
ADDRESS: 3 b
CITY:_ /. P_C� iZ ti �� �vL STATE: / /, ZIP 3.3
PHONE (DAYTIME):
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
Re uired
REPORT
RIMS FEE
$
MISC FEES
$
TOTAL Ft;ES
$
CODE
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
IM'['[ALS
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 ATTACHMMENT, 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. 1 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.
OWNER OR CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF ST. Lue it
The foregoing instrument was acknowledged before me
me this 5-1 day of CEPTEM 63e'R-- , 2013 ,
by MA??NEW MAR&.9
who is personally known to me, or who has
produced
CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF Sr. LG c t I:
The foregoing instrument was acknowledged before me
me this 54%, day of S E P7 EM tag P- , 20 13
by MATT HEW MARIC.S
who is personally known &---It�o me, or who has
produced
as identification.
,,, ;
;; DONALD M HOLMAN
as identification.
,,
DONALD M HOLMAN
;•!a
;'
=': •'E MY COMMISSION # EE126749
EXPIRE )amber20, 2015
m
": •'S MY COMMISSION� # E126741
.• S Sept NO,
SignatureofNotary
407 3oe-01e3 FWftNota tu.�
Sign WNOfN--.,
(407)39MI53
etiS 2015
FloddaNOta rvkecom
IMPORTANT NOTICES:
• 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 OFFICI
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 ""IVIEW SPECIFICATI0Y,," "HECK.EIST
PLEASE PROVIDE ONE OF THE ri,LLOWING:
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 Conswuction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(1) 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 P 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 mustbe sized and
identified thereon.
• All elevations must be shown, including 4s` 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 [ie. 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.
(13) 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 TIME
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.
X (V) MOBILE HOMES (FAC 15C-2.009I - FAC ISC-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 4th 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 THE CIRCUIT COURT - SAIN?r__T,UCIE COUNTY
FILE # 3876428 ORS -?K 3559 PAGE 1899, Recorded `f17/2013 at 09:59
NOTICE OF COMMENCEMENT
Permit No, — Tax Folio
State of Florida County of St. Lucie
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 available): 4>14 &P- 3d%
3X a /=i
on Hl 47 RAG/ 933 F 4)
General description of improvement:
Owner Information or Lessee Information if the Lessee contracted for the Improvement:
Name QnQ l N. �-
Address _�Ot, tf i ai /-/ A'e ea -I 3d/ S.c/G
Interest in property:
Name and address of fee simple titleholder (ifdifferentfrom Owner listed above):
Contractor's Name: d e) 74- "Q AW a'sgot -- !`
Contractor Address: 1O go If ^ e 41" e _ r-/i0. P2ea &2JV_t& = Phone Number: 33—�• 4664/• 2-10 0
Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $
Name and address: _ _ Phone number:
Lender Name: _
Lender's address:
Number:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.1311) (a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates Mg 4VZ ei✓ Z!24A2& C of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner: , 2 ;1,7, •4,6 /%(rfL(i
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
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 1, 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 ONTHE JOB SITE BEFORETHE 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 nowfe ge ndJZelief.
f �
(Signature f Owne or ssee, or nertsorLesse s Authorized Officer/Director/Partner/Manager
hIgo—
(Signa sTide/O ce) [f�,1 L`^
The foregoing instrument was acknowledged before me thhI , I "� day of 1013 ,,
By_%YACILYiu MAY)' as_ &t)yW- for EAST CoAsr 4u(-mfuwn
Name of Person[LType of authority (e.g. officer, trustee) Party on behalfofwhom instrument was executed
CYu ! NW t)rt �n KCA_ Personally known! or produced Identification___
(Signature of Notary Public - State of Florida)
(Pont, Type, or Stamp Commissi��o��ne��d N�� ame of Notary Public) Type of Identification produced
1 L Jt/tJ
�* ^ ep CYWHIA BAKER
`_' MYCOWSSIoN SERIOS106
.1Yj V2WS;,yg,1015
� rmv nranDW MAi—
STATE OF FLORIDA
ST. LUCIE COUNTY
THI IST ERTIFYT AT HIS A
TRU 0 CORRECT OP OF I H
ORI Amu
Sa
e�. �, JIer 2013
Date
fi
r
North
Scale 1" = 10'
Screened room must have a
minimum of 8' off each side and
5' off the rear of shed to your lot
line.
80'
I, Marilyn Minix owner of the
Road Runner Travel Resort give
permission to install a
8' X 22' screened room and a 8'
X 4' open deck on P-34 with the
requirements listed above and I
have prepared this lot plan.
v
30'
23' to
Road
8' X 8'
shed
� ope•�
rJ�e /c
i
Existing
Existing
Concrete
Park Model
8' X 26'
P-34
r
12' X 26'
Se,z�er1
1
R06-1
13' to
—� Lot
Line
'r. &;, �-,/ I /�/o
ily Minix Septem e 04
2013 ' Mli ,, SETBACK- REQ. R, d
CYNTHIA BAKER
MY COMMISSION A EE108106
EXPIRES: June 29, 2015
1-800-3-NOTARY Fl. Notary Discount Assoc. Co.
(ON
NO
�T-�-��ON
�� , 1,
SID S g `
CAN SIDES ,__-"_-__-
R IR
zN,.�t
TE ,H -
to I sANV-X�
ROAD in front of Lot P-34
CONTRACTOR: East Coast Aluminum Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 2.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: V-= 150 MPH, VAsn= 116 MPH
3. Exposure Category, Paragraph 1609.4.3: C
4. Building Category for Aluminum Structures, Paragraph 2002.6: Category
TYPE II - VINYL ROOM
condition, free from structural cracking, spalling, or other
deterioration.
• New Wood Deck - see sheet A-1 for information.
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: EXISTING 3" COMPOSITE ROOF
Specifications:
The following specifications are applicable to this project:
I. All work shall be in accordance with the Florida Building Code, 2010
Edition, and any other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance
with the Florida Building Code, 2010 Edition and the 2005 Edition of the
Aluminum Association Manual, but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 T5 Alloy.
4. Screen material shall be 24 Better View or }4 screen. All other material shall
be approved by Suncoast Architecture & engineering, LLC.
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
.are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1 % -ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual
of Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure or polyethylene curing permitted.
f Prior to placing concrete, treat the entire subsurface area for termites
in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated
with a bituminous paint or epoxy.
6. The minimum nominal thickness of protector panels (kickplates) shall be an
industry standard of 0.024 inches.
7. All lumber and plywood shall have grade marks and treatment identification
All lumber and plywood shall have grade marks and treatment identification
and Shall conform to the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and
have a maximum moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or
celcure, as recommended for the use condition. Pressure treated
lumber shall be impregnated with a cca salt treatment in accordance
with fs. tt-w-571 and bear the American Wood Preservatives
Institute quality mark 1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated,
Exposure 1.
8. Contractor shall provide Florida Product Approval information as to the
exact window being utilized for this project, including manufacturers
specifications, and installation methods for anchoring the submitted
windows to Aluminum members and specific sizes as indicated on A-1.
9. Contractor shall provide any additional backing and anchors as required by
the window manufacturers recommended procedures.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
(4) RISERS AT 6.75-
(3) TREADS AT 10-
36' HIGH ALUM RAIL
PROVIDE 2X12 PT TREADS
W/ 1' X 1' X 0.040' ATTACHED TO 2X12 STRINGERS
PICKETS AT 4.5' MAX.
WITH (2) SIMPSON TA10Z PER
STRINGER
9
Bet!
N
to
O
M
STAIR FRAMING
PLAN
t
00
d-
00
2X2
/
(TYP)
J27" 88"
1X3RC
� n - (TYP)
2X�
_ 2X2GIRT
%(TYP)
M 2XDJ
J27" 88" -
�y9�a®�T;3lxs�t`
- '
� - o-
4.
4X4 POST (TYP)' LL `.
(10) POSTS ®� ?• Z O �9
(2)2X6 RIM BE (2)2X6 RIM BEAM (2)2X6 RIM BEAM (2)2X6 RIM BEAM h
m
Cn
Of ®ti _ 10
N fl
b
X 1 - 1 PROFESSIONAL SEAL
- N N
A-2 _
A-2 W
W
(2)2X6 RIM BEAM (2)2X6 RIM BEAM 2)2X6 RIM BEAM (2)2X6 RIM BEAM Z W
� t]
Z
78" 78" 78" 78" `.�I � � - O � S � Q Q W.
W.
ST. L CIE CdUNTY BUZD G DIVISIOIX Z Ln
O
REi�ENVED FOR COINIT � � u
REVIEW Y IJJ cn Z
DATE L` W
PLANS PEA TIT MUST BE KEPT ON JOB � � 0
OR NO I�i tSPECTION WILD BE MADE. a cn LL
EXISTING
�UUO.093 W
POST(TYP) A -a 2X2GIRT
EXISTING 1iJ -J
3X3 - H � 8
EXISTING
2X4SMB ao � W •a
4TH WALL PO Z 2X2 2X3 Z = o
ED
�1 r
EXISTING 2X2 Z'L 1 X3RC la- w z
0-0
2X2 D) to W g g w
EXISTING x O (TYP ) Q Z_ CM
2X6SMB �`' A-3 1 X2,:: 0 N
Z W
to 66 u o
312" 88" 27"
12" owl 12"
G 3"
PANEL
524"
VINYL WINDOWS SHALL BE
REMOVED ® WIND SPEEDS IN
EXCESS OF 75 MPH W/3
SECOND GUST
N M
LU d
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Q m0
Q W Xa'(>)�ZU
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W W H tY d v
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d .2�XLLU-
TP
DATE DRAWN
08/27/13
REVISION
SHEET NO:
A-1
PRESERVATIVE TREATED
4x4WOOD POST
SIMPSON ABU44Z POST
BASE W/ (2)1/4" x
2 1/4" CONCRTE ANCHORS.
SEE MANUF. SPECS
FOR FASTENERS INTO POST
4" CONC SLAB
D'1 4X4 POST TO CONCRETE CONNECTION DETAIL
A-2 SCALE: NTS
2X6PT DECK BOARDS SPACED 2X6 S.Y.P. #2 FLOOR
W/ 30D NAIL GAP JOIST @ 16" O.C.
W/ (3) #10 x 3112" DECK SCREWS
�i
(2) 2X6 PT WOOD
RIM JOIST W/ #7
(5) 16D NAILS t
& 1/2" PLYWOOD
FLITCH PLATE
°
PRESERVATIVE TREATED
4 x 4 WOOD POST BEYOND
W/ SIMPSON STRONG TIE
BCS2-2/4Z
D'3 RIM JOIST TO INTERMEDIATE BEAM DETAIL
A-2 SCALE: NTS
2X6PT DECK BOARDS SPACED
W/ 30D NAIL GAP
W/ (3) #10 x 31/2" DECK SCREWS
(2) 2X6 PT WOOD
GIRDER W/ (2) ROWS
OF 16D NAILS AT 12" O.C.
& 1/2" PLYWOOD
FLITCH PLATE
° ° \_2X6 S.Y.P. #2 FLOOR
SIMPSON STRONG TIE JOIST @ 16" O.C.
BCS2-2/4Z ° SIMPSON STRONG TIE
LUS-28Z
PRESERVATIVE TREATED
4 x 4 WOOD POST
D_2 RIM BEAM TO JOISTS DETAIL
A-2 SCALE: NTS
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TP
DATE DRAWN
08/27/13
REVISION
0 —
A _
SHEET NO:
A-2
ALUNUNUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
KICK PLATE NOTES:
°'� , • °
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2 x 2: 2" x 2" x 0.046"
1.
0.024 ALUM
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2 x 3: 2" x 3" x 0.050"
2.
SCREW ALL CORNERS
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2 x 4: 2" x 4" x 0.050"
WOOD GIRDER
3.
3.
100 B -120 B WIND ZONES
USE #8 x 5/8"SMS 12" C/C
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2 x 5: 2" x 5" x 0.050"
FASTENERS MUST ENGAGE UPRIGHT
SOLID WOOD GIRDER
4.
120 C - 140 B WIND ZONES
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1/8" x 2" x 2" EXTRUDED
PROVIDE FULL DEPTH
USE #8 x 5/8"SMS 8" C/C
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OPEN BACK SECTIONS
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INTERMEDIATE BLOCKING EA
5.
140 C -150 B WIND ZONES
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BETWEEN JOISTS AS SIDE W/ (4) #14 x 3/4" SMS
USE #8 x 5/8" SMS 6" C/C
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INTO UPRIGHT
REQUIRED TO FULLY ENGAGE
6.
SCREW GIRT, BOTTOM
RAIL &BOTH SIDES
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SNAP SECTIONS
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MAX KICK PLATE HT = 36"
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2 x 2 Snap: 2" x 2" x 0.050"
1" x 3" ALUM
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2x3Snap: 2"x3"x0.050"
RECEIVING CHANNEL
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2 x 4 Snap: 2" x 4" x 0.045"
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pROFE
SIONALSEAL
SELF MATING (SMB)
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OPTION 1: RECEIVING CHANNEL
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2 x 4 SMB: 2" x 4" x 0.044" X 0.100'
2" x 2" x 1/8" ANGLE W/ W/ (3) #10 x 3/4" INTO
(4) #10 x 5/8" EACH SIDE I I GIRT EACH FACE & (3)
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
SIDE VIEW
#10 x 3/4" INTO UPRIGHT
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2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
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x 7 MB: 2" x 7" x 0.057" x 0.120"
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2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
x 2" x 2" EXTRUDED ANGLE
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2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
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5032 H-32 ALLOY EA SIDE
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2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
(2) 3/8" DIA. x 4" W/ (4) #14 x 3/4" SMS INTO UPRIGHT
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LAG SCREW
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
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MINIMUM FASTENER SPACING: 3/4"
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EXTRUSION
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1" x 3" ALUM RECEIVING CHANNEL
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ANCHORED TO DECK WITH 1/4" LAG
124"
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SCREW ANCHOR (MIN. 21/4"
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6" EMBED)
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6" MAX EACH SIDE OF POST AND
O.C. MAX
FRONT VIEW
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PURLIN OR GIRT TO BEAM OR POST DETAIL
2" x 3" OR LARGER UPRIGHT TO DECK DETAILS
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(4) #14 x 4" SMS W/
FLASHING
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NEOPRENE FACED
2" x 0.062" ALUM RECEIVING
WASHER EA. PANEL
CHANNEL W/ (4) #10 x 3/4"
SMS INTO GIRT & 4
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EXISTING 3" COMPOSITE
2" x 2" OR 2" x a'
#10 x 3/4" INTO UPRIGHT
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RECEIVING CHANNEL
(4) #14 x 4" SMS W/ i / !
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MAX. MAX.
MAX.
1"x 1" x 1/8" ALUM
WASHER EA. PANEL I BUILDING
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W/ #12 x 3/4" TOP AND
BOTTOM AS END CAP ANGLE W/ (3) #12
x 3/4"SMS EACH SIDE
3/8" DIA. I
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THRU BOLTS
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THRU BOL S
- EXISTING 2" x 6" SMB
DRAWN BY
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EXISTING 2" x 4" SMB
- - - - - -
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UPRIGHT POST
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3" x 3" POST I �'�
DATE DRAWN
1" x 1" x 0.041" PICKET
@ 4" O.C. MAX. INTERNALLY 2" x
SEE B-SERIES
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08/27/13
SCREWED TO TOP CHAIR RAIL & UPRIGHT
FOR UPRIGHT
_ _
REVISION
BOTTOM 1 " x 3" W/ (2) #10 x 2" CONNECTION
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SHEET NO:
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COMP. ROOF TO POST 4TH WALL DETAIL
E-
COMPOSITE ROOF TO POST CONNECTION
SCALE: NTS
CREEN ENCLOSURE
RAILING DETAIL
SCALE: NTS
A-3
A-3
A-3
SCALE: NTS
A-3