HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date: cj ja
Fee Due: �j►
Receipt#0
Permit # d i3 a
i r _ PLANNING &DEVELOPMENT SERVICES C
J
® BUILDINGS CODE REGULATION DIVISION2300
Virginia Avenue
Ft Pierc-,FL 34 82 5652 l3 d 4 - dOa1 J
772-462-1553
APPLICATION FOR ALUMINUM STRUCTURES. PERMIT
ALL INFO MUST.BE COMPLETE & FILLED IN TO BE ACCEPTED
' S CA N N E D
PROJECT INFORMATION
BY
1.
�
ADDRESS: ho 9 d,?'( St. LuCie County
LOCATION/SITE 4
2.
PRO 'NAME: ��,`�,U� R, SITE PLAN NAME:
3.
PROPERTY TAX ID I#:
4.
LEGAL DESCRIPTION (atta h extra -sheets if necessary): a/
5.
PLAT BKPAGVE BLOCK LOT��
- 6.
PARCEL SIZE: ACRES/SQ FT. LOT DD4ENSIONS
-7
SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: 11 LEFT SIDE: I
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
DEVIENSIONS
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.
❑
ALUMMUM COMP. SHED
❑ NEW ❑ EXISTING
X
POOL ENCLOSURE
❑ NEW 19-_EXISTING
6, % 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
VALUE OF CONSTRUCTION: $
e value -of construction is used to determine the amount of permit fees to be assessed. St.Lucie Count} reserves the right to
'stion and/or modify the indicated value of construction if it.is demonstrated that the submitted figures are not consistent with
tar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
I TO FIRST INSPECTION.
\V •Form No.: 001-02 Rev 04126 2010
;i�EER INFORMATION
�a AJ
NAME: l
f2
ADDRESS:
-
•
CITY: (f•'n.�, =- STATE: ZIP
PHONE (DAYTIME): Ol f .79" 8-3 EMAIL:
FILL IN NAME AND ADDRESS BELOW 1F THE FEE.SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SEWPLE TITLEHOLDER
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTHAE):
CONTRACTOR: INFORMATION -
STATE OF FLORIDA REGJCERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME: r. Yl
QUALIFIEWS'NJAME: --ZI-AM
. `6 A
ADDRES 7 .� 4f,
+
CITY: 0A4-, -Lccai ��STATE:or/ ZIP
,
PHONE (DAYTMIE): (,9P.Z) 0,1e'7 FAX NO. 9%07 -,97og = /3 email:
ARCHITECTIENGINEER: 0 �iU ` P U4-
ADDRESS: /9 3A JW'f • E��P ` �
CITY: Qfx904A4STATE: ZIP
PHONE (DAYMM): (W) S3.?— &92
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-m 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)
3 OFFICE USE
t
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
-
LAND USE
LOT CVG %
Additional
Permits
Required
REPORT
BIMS FEE
$
MISC FEES
$
TOTAL FEES
CODE.5-17,�
L
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UJOLDylTr.-QL
pQ]�/Y
`=T
♦`, : � , 0 �__ xh
FRONT
PLANS
VALUE OF CONSTRUCTION -
REVIEW
COUNTER
ZONING
SUPERVISOR
E R
VEGETATION
. USING ICC TABLE
CATE
Q�
OMPLETE
L}
INITIALS
EL
4A
_____j
v
PLAN REVIEW 'SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
❑ 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 fs489A 13.
(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 andmust 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.
• AII: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"].
• A# 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-rdfS,.roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing orany 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 wilh the Florida Building Code of 2007, Chapter
20, including 2006 revisions.
e.. 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 ANYALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies ofthe current product approval [Le. N.O.A. or State ofFlorida 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: 1.1
(1) The designer or engineer will state on all Plans, which Category of Design [3.12] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure; as defined in the current Edition of 3.12A and 3.12.5, proper energy
calculations andlong form equipment sizing calculations shall be required, pursuant to Chapter 13 ofthe.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 e waff or a current, signed originalmanuficturer'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 fall responsibility for both structures' integrity -by site specific. documentation.
-- . --
i.
i
This application -is1ereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate -of capacity, f.applicable, for the permitted work.
NOTICE 1'O OWNER FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR M'ROVEMENTS 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
PROPERTY- IS .SUBJECT TO ATTACHMENT, AND .DOES SO AS _A
PERSON WHOSE
CONDITION PRECEDENT TO THIS PERMIT
. 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 stricture 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. 1, 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 the4torms
STATE OF FLORID
COUNTY OF zw, '6&e- `F
The foregoing instrument was acknowledged before me
me this X day of 20 /.,3 ,
by
who
produced
to me, or who has
SIGNA'
STATE OF FLORIDA //
COUNTY OF � h, k G
The foregoing instrument was acknowledged before me
me this / r ? day of u C 20 / J
by
who i so�Iykno tome, or who has
produced
asauennncanon. as identification. .
Signature of Otaty °�,¢Y P" Notary Public State of Florida Si of o
:��
� Heather D Catalano °tPav pu,` Notary Public
IMPORTANT NOTICES: = o My Commission DD914986 Heather D'
�40i a°a Expires 08109l2013 , P My Commisr
?or,ao- Expires OP
• TWO (2) SIGNA �. EACH SIGNATURE MUST BE NOTARIZED. W R 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.
Aug 21 13 10:45a James McPhE)'--, 772-8781388
�var.ra a, arulti, C1� /OF THE CIRCUIT COURT — SAINT LUCIM Cf ,Y
FILE # 3867907 OR s & 3551 PAGE 651; Recorded 08/21/2013 �:='D9:23 AM
P.1 �;
NOTICE OF COMMENCEMENT
TO RECOMPLM WND(CONSTRUCDON VALUE 1 5 $ZSOLOD
opt WHEN HEMNG OR A1R CONDMONNG MANOR REPLACEMENT IX -r s $7A=jW
PEWU4: 7 ,96A9 TAXfaun 33r7'7•• yol�d0?-ae70�! _
Stdt. aFA0*LCoonly d Tndroe Iltrer, the undOrsipned hereby glym notka R1ol inprovertNN wi be mode to carton raolRoAertY and h
accordwce vAt h Chapter 71a Floddo slotutes, the fdio%ft 1%tnrKf w Isp-Aded h 0* nanee of Cemnenoemml.
1. LEGAL DESCRIll TION Of
3.
a Address•_
b. Interest in property: ecd 2W_
c. Name and ayidress of fee simple itile
AVAILABLE):
Lmse
4. CONTRACTOR! '
a. Horne Ta4ges e4 46a
Addresz
b. Phone number:
5. SURETY COMPANY (ITL AppReable, a egpy Glib* payment bond if affaettid):
a Nome & Address:
b. Phone number: Mond OmDUnI _—
b. IENDMMORTGAGE COMPANY:
m Name 8. Addlesr
b. Phone number
7. PERSONS WMUR TILE SLATE Of FLOQDA OESIGNATED BY OWNER UPON WHOM IWTIM OR OTHER DOCUMENTS MAY RE
SMYED AS PILOVIDIO RY S=ONi 7'm,(]) (o) 7., FMDA STAWM:
o. Nome d Address•— : /
b. Morwriumber f letnurnbes:
A INADOMON TO NA6SELF OR N)MULF,
a o oopyoftthe �ltenor'S notiprovided In swfion 713.13(i j(b). Flwido stotu07. es —of to twelve
b. Phan number.
9. W111W TON DATE OF NOTICE OF COAUMNCEMENT:
6HE EXPIRATION DATE IS ONE 0) YEAR FROM THE DATE OFRECORDWG Urt= A DENSUM DATE is SPEARED).
MRFAYM UPIANRTTMOOWNMAMITMEEWIRATION OFININ0110 OFCOitMOIC6Yen ARE COMM=KUg0f 2FATA100IR0BtCNMMna6
PAWLILCOON73A7SfWaDAiT E[SUlTP47CPAPATD/.iMUNNIMPWDAOMTOYOUK.WF—V AN=CEOFCOWZ OUI W
McSftl Kz0001DAlb ►OSl[D tl04=TmmWnKiecnotLlrvouwr401ooWM FNANCRW-CQWW7WR1f YOIiU=0GRAN
•VCOAUNCMWOM OR R&MtDM YOUR NOTICE OF COttMlllCL%W.
�Qtat��1tLCS P RY,ITIHAVEREADTHEFQfWC-Q GANDTHATTHEPACTSNrrAAETRUETOT$BESTCfMY1TpWLA UHl t RIOASTATVIES
�.f_ ��Lr Tsi
-i
Z u..y �tlirT, '1
REGGO�OFUG INSTRUMENT WAS ACRNOWLTAGED UHM MMINIS 24!E�A DAY OF A6,za1562DL aY:
,� NAME OF PUMON TYPE OF AUTHORITY NAME OF PARTY ON 61 HALF OF WHOM INSTRUA09 WAS EXECUTED
i areao v mar WN oa . opwx w town CATON TYPE or I0 mocAnom P710011CasD '
E.S
ARY SIGNATURE NOTARY PIUMM NAME NOTARY SEAL
�� J�h�PLubacM�SlathO�FbrldF
��� �'Y�Of 17/201Q OiE7'Jd
ST. LUTiae
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• OJT ^ ` A��'�'r•I � 'i.:y'+I
LEGAL DESCRIPTION:
Lot 72 of
POD 28
AT THE RESERVE
according to the plat thereof
as recorded in Plot Hook 34
pages 29, 29A through 29C
of the Public Records of
St. Lucie County, Florida.
ABBREVIATIONS: -
SET = Set 8/8' iron r bor pith
yel lo14 cop marked. 6543.
FD-Found 6/8" Iron Rebor
F.F.E.=Finished Floor"'Elevotio
OH--0H-- OH— •Oyer Head Wires
X--X--X-= Chain Link Fence
R.O.W. = Right of Way
0--0--0-= W6od Fence
K= FPL Transformer Pad
PL=Value as platted
R = Radius of curve
L = Length of curve
= Del tp of Curve
EAS. = eosured
CONC. - Concrete
C.P.= Concrete Pod
_ Water deter
Polder Pole
Utility Box
®= Well
SURVEYORS DOTES:
1. Unless other*ise noted only platted easements
are short hereon.
2. No underground utilities or improvements'Were
located unless other*ise sholyn.
S. This site lies *ithin Flood Insurance Rate Ma!
Zone X.
4. Flood Zone sho*n hereon is an interpretation
by the surveyor and is provided as a courtesy
The flood zone should be verified by a
determination agency.
5. Bearings shoMn hereon ore based on the SE
property tine of LOT 72 as being 4 68'00'37"
according to the Plot described hereon.
6. P.U.D.E. denotes Public Utilities and Droinag
Easement.
7. All Lot dimensions sho*n are per plot unless
otherwise sho*n.
.t
_,eLL
t�
8309 BELFRY PLACE Certified to: JUMi4 A. blLyIA
qmE: j'=30, Atlantic Land Designs
of the Treasure Coast, L87468.
DATE: 4/1 1/1 3 764 NE Jenson Beach Blvd. Jensen Beach, FL 34957 I hereby certify that the surrey shottn hereon is true and correct
A Malfing Address: and is based on actual meoseurmtento taken rn the field. This
P.O. Box 1421 Jensen Beach, FL 34958 survey meets the tllinimum Teehoicat Standards of Chapter 54-17jz„
2013-0271 A1.135543@9mail.com (772)39&4290 Fioride administrative code. �ynRrc,Tb
gaattysyncety7amasaCestroJr. PSM5543
or
James A. DN:cn.damosA.GesUoJ .e-AdanNc
DATE- REVISIONS Lana Desiynsof Ne'rC
camowmaswCesiro Jr. OM20,��4a >=e= sre.
NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONC
LAST FIELD DATE :4/l i /13 SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL �► a
MIN. SETBACK REQ,
FRONT �O
SIDES
CNR SIDES VQ
REAR
ZNG.
I TECH j2g � \ty '�
CONTRACTOR: Custom Cages of the Treasure Coast
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 1.
2. Basic Wind Speed, Table 1609C State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1
VULT = 145MPH, VASD=.112MPH
3. Exposure Category, Paragraph 1609.4.3: C
4. Screen roof enclosure, Table 2002.4. .
Foundation Design
Existing concrete. No additional concrete footing or slab is required to
resist the loads imposed by the proposed construction if the existing slab
is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound
condition, free from structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. 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 batching 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.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6"
from ends and 24" center to center or #12 screws 6" from ends and 12"
center to center.
5. The minimum nominal thickness of protector panels (ldckplates) shall be an
industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4101.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen unless approved by Suncoast
Architecture & Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers
must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to
ensure full positive contact with concrete.
10. Design shall be based upon "pinned" upright analysis unless approved
by Suncoast Architecture & Engineering.
Roof Type
Roof Type MANSARD
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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EL
DATE DRAWN
07/08/13
REVISION
SHEET NO:
ALUNUNUM MEMBERS DIMENSIONS
Q4a
Q9DOD Do.
0d
HOLLOW SECTIONS
0
2 x 2: 2" x 2" x 0.046"
1/8" x 2" x 2" BRAKE FORMED
2x3: 2"x3"x0,050"
2x4: 2"x4"x0.050"
5032 H-32 ALLOY EA SIDE
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a
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p
2 x 5: 2" x 5" x 0.050"
a � . �
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OPEN BACK SECTIONS
UPRIGHT
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I x2: 1"x2"x0.040"
LU
Np
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I x 3: 1" x 3" x 0.045"
MIN 4" SLAB 2500 PSI CONC ®
m 77- ® (j
t-
SNAP SECTIONS
w/6x6-10x10WWM
LATE -TYP 1"2" O.B. BASE P
OR FIBERMESH x
p
°
°
2 x 2 Snap: 2" x 2" x 0.045"
1 1W MIN CONC
2114' MIN CONC ANCHOR EMBEDMENT
✓ !1
° _
2 x 3 Snap: 2" X 3" x 0.050"
.ANCHOR EMBEDMENT
✓
2 x 4 Snap: 2" x 4" x 0.045"
MIN 5d MIN EDGE DISTANCE FROM
'0
gO
•. a `"' EXTERIOR OF COLUMN TO
I I PfOF
��°q�qO4Q
SSIONA'LLSEAL�
SELF MATING (SMB)
OUTSIDE EDGE OF SLAB
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 1/2" x 1J8" x (GIRT OR PURLIN I I
2 x 5 SNM: 2" x 5" x 0.050" x 0.100"
SIDE VIEW
WIDTH + 112" x BEAM DEPTH
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
(1) 1/2" DIA. THRU BOLT w/ NYLOCK
OR UPRIGHT DEPTH -112")
ALUM BACKING PLATE
I I
W
W
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
JAM NUT - IN LIEU OF NYLOCK JAM
I I
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2 x 8 SME: 2" x 8" x 0.072" x 0.124"
NUT, JAM NUT w/ THREADLOCKER
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2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
(2) 3/8" DIA. LDT MAY BE USED
I I TIGHTEN TO CONTACT - DO NOT
_ _
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
x 2 114" CONC. EMBED
OVERTIGHTEN
x 1 1/2" EMS INTO
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SCREW
SCREW BOSSES
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
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MINIMUM FASTENER SPACING: 3/4"
— — —
2"x2"OR2"x3"
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MEMBER
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*�. 1"x2" BASE PLATE ANCHORED TO
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CONC W/ 1/4" CONCRETE SCREW
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6" MAX EACH SIDE OF POST AND
SNAP OR SELF -MATING BEAM
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24" O.C. MAX
ONLY
FRONT VIEW
C
W
B 2" x 4" OR LARGER UPRIGHT TO DECK DETAILS
PURLIN OR
A-2
GIRT TO BEAM OR POST DETALL
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A-2 SCALE: NTS
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3/16" 5052-H32 GUSSET #14 SMS @ 1 1/4" O.C.
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NOTE:
INTERNALLY SCREW
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CENTERLINE OF BOLT TO
2" x 2" PURLINS ATTACHED TO
BEAM WMIN (4) #10 x 1 1/2" SMS
2" x 2" THRU UPRIGHT
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ANY FREE EDGE TO BE MIN 1"
2" x _SMB BEAM
PLACE WASHER UNDER SCREW
WJ (4) #10 x 2" INTO
SCREW BOSS
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NOTCHED OVER UPRIGHT
IN GUSSET CORNER
PURLIN
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(SEE A-1 FOR SIZE)
#10 x 1 1/2" SMS @ 1"
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1"x 2" FASTEN TO 2" x 2"
FROM UPRIGHT & 24" O.C.
• •
W/ #14 x 1 1/2" @ 24" O.C.
EAVE RAIL (SEE A-1 FOR SIZE)
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INTERNALLY SCREWTHRU BEAM
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W/ (3) 910 x 1 112"
•
2" x 2" EXTRUSION
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1"x FASTEN TO EAVE RAIL
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1 1/4" TYP •
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W/ (2) #10 x 1 112" INTO I
SCREW BOSSES
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W/ NYLOCK JAM NUT - IN LIEU
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(2) #14 x 3/4"
W/ THREADLOCKER MAY BE USE[
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3„ 8 8"
(2) #14 x 3/4"
2" x 4" x 1/16" BENT
ALUMINUM PLATE
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EA. SIDE
(OPTIONAL) I
1" 1" 2" NOTCH @INSIDE OF
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EA. SIDE I
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MIN MIN UPRIGHT FOR BEAM
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INSTALLATION REQUIREMENTS:
2" x_SMB UPRIGHT
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5„ NOTES:
8 1. GUSSET DIMENSIONS ARE MINIMUM (2)
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DRAWN BY
BOLT IS TO BE INSTALLED AS TO
REO'D - (1) EA SIDE OF BEAM - MAY BE
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NOT DAMAGE BASE MATERIAL.
INTERNAL OR EXTERNAL.
DATE DRAWN
DO NO OVER TIGHTEN.
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 114"
07/08/13
C/C SPACING.
REVISION
3. GUSSET LENGTHS REMAIN CONSTANT,
UPRIGHT TO BEAM CONNECTION
WIDTHS CHANGE TO MATCH BEAM SIZE.
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A-2
SCALE: NTS
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TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL — RIGID MEDIUM
LOPED PURLIN TO
UPRIGHT CONNECTION. DETAIL. . . .
SHEET NO:
A-`2 SCALE: NTS
A-2 SCALE: NTS
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NOTES:
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3/4 x 3/4 x 0.046" FERRULE
W/ 3/8" DIA. 8" LAG
CONNECTION DETAIL
AT EAVE RAIL SIMILAR
NOTES:
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1" x 2" OPEN BACK
x
SCREW AT EACH SIDE OF
CONNECTION DETAIL
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BEAM AND AT MIDPOINT
SEE H2 / A-3 FOR
AT AVE RAIL SIMILAR
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2" x 2" x 1/8" ANGLE
W/ #14 1 1/2"
BETWEEN BEAMS
INTERIOR CORNER
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MATING • •
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4" x 4" x 1/8" PLATE
W/ #14 x 1" INTO EACH
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4" x 4" x 1/8" PLATE
W/ #14 x 1" INTO ACH
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ELEMENT
MEMBER AS INDICATED
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MEMBER AS INDICATED
• • K- BRACE
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3/8" x 4" LAG @ EXISTING
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OVERHANG FRAMING
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2" x 2" x 118" ALUM ANGLE
BASE PLATE
BASE PLATE
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W/ (2) ROWS #14 x 5/8" SMS
1 114" O.C. INTO BEAM - A
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G GUTTER BRACE &MATING ELEMENT ATTACHMENT DETAIL
H-1
CORNER K-BRACE DETAIL
H_2 CORNER
K-BRACE INSIDE DETAIL
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NOTE:
SEE H4/A3 FOR
3" x 8" x 1/8" PLATE
INTERIOR CORNER
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4" x 8" x 1/8" PLATE
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EACH MEMBER AS
INDICATED
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K-BRACE:
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FRONT WALL: 2" x 3" x 0.046'
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SIDE WALL: 2" x 2" x 0.046"
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K- BRACE:
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FRONT WALL: 2" x 3" x 0.046"
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— — — — —GIRT
DETAIL#2
SIDE WALL:2"x2"x 0.046"
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GIRT
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K- BRACE:
FRONT WALL: 2" x 3" x 0.046"
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W/(4) #12" 3/4"
GIRT
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K-BRACE:
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IN EACH LEG
FRONT WALL: 2" x 3" x 0.046"
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AND (2) #12
TOE SCREWS
SIDE WALL: 2" x 2" x 0.(MI.
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DRAWN BY
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DATE DRAWN
07/08/13
DETAIL#1
REVISION
1
H-3
INTERMEDIATE
H-4
0 _
ROOF BRACING
K-BRACE DETAIL
INTERMEDIATE K-BRACE INSIDE DETAIL
A_3
SCALE: NTS
A_3
SCALE: NTS
A_3
SCALE: NTS
SHEET NO:
A-3_
1"x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 112" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @
24" O.C.
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1/8" x 2" x 2" EXTRUDED ANGLE 5032
CORNER POST I
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SMS INTO POST & (1) 3/8" DIA.
16,
CONCRETE SCREWANCHOR INTO
CONCRETE
(2)#10x11/2"SMS —
THRU SCREW BOSSES _
t
2 1/4" MIN CONC
�. ANCHOREMBEDME
SLAB / FOOTING•
SEE PLAN
SIDE VIEW
POST W/ 1" x 2" @
(4) #14 x 3/4" SMS
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BACKSIDE
INTO POST
3/8" x LENGTH AS REQUIRED
FOR 2114" EMBED CONCRETE
SCREW ANCHOR INTO
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CONCRETE
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
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CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
FRONT VIEW
CP-1
CORNER POST TO CONCRETE DETAIL
A-4
SCALE: NTS
WOOD:
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
CONC:
114" x 3" TAPCONS, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x 1 1/2" INTO
SCREW BOSS
x2"OR2"x3"HOLLOW
:CTION GIRT
C-1 1X2 TO HOST STRUCTURE DETAIL
A-,4 SCALE: NTS
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'DATE DRAWP
07/08/13
REVISION
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SHEET NO:
A-4
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