HomeMy WebLinkAbout326 Lusitana Ways Application No:
Job Address: A
Parcel ID: I n —
d %- I CITY OF SANFORD
JUL BUILDING & FIRE PREVENTION
di
PERMIT APPLICATION
Documented Construction Value: $ 3 I O u
1
1-1,j i"M) ! (
l n n (
Historic District: Yes No
1 — 01 11 UV U vl l In 7.nninur
Description of Work: U I Ll" l Lj U 6
Plan Review Contact Person:
Phone: `f U11 i Fax:
Name Arno NoNr5 - (hi
Street:
City, State Zip: 594ft_ i ff
I v ) 0 1
I 5u YI J Title:
E-mail: Cohn 61rM.
Owner Information
Phone:
Resident of property? : t
r In
Contractor Information
40701NameW1' 1 1 , Phone:
Street:q 9 D i bi Fax• !J
City, State Zip: 3 a (
2.
State License No.: 0 a I
Name:
Street:
City, S1
Bonding Company:
Address:
Information
4MRONVIPhone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
n
Square Footage: W O Construction Type. No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical
New Service — No. of AMPS:
Mechanical (Duct layout required for new systems)
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
Application is hereby made to obtain a permit to do the work. and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
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 RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
X
Signature of o wner/Agent Date
Print O er/Agent's Nie
Signature of Notary -State of Florida Date
i*`'''a GENE A. LATHAM
Notary Public -State of Florida
My Comm. Expires May 4, 2016
Commission MFF 108074
Own e or
Produced ID Type of ID
APPROVALS: ZONING:7_Ifs UTILITIES:
COMMENTS:
ENGINEERING:
NO d Wvt
Pr t Contractor/ ent's Name
MMA& q (5
i ature of ota -State of Florida Date
Notary Public State of Florida
Lani Rae Minson
My Commission FF 170539
of ExPires 10/21/2018
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
FIRE: BUILDING:
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
THIS INSTRUMENT PRE RED BJ" M
Name: f( I i I4'1 A :n r—L
Address
Vi,i t L J jk-o M d•
NOTICE COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
MARYANNE MORSEr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
LK 1497 Ps 876 QP9s)
CLERK'S r 2015070247
RECORDED 06/29/2010 12:50."51 P11
RECORDING FEES $10.00
RECORDE DBY je_kenro
Parcel ID Number: I? A 3 1 " I OWN&
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.
DESCRIPTION OF PROPERTY: (Legal description of th pr perty a d tr et address if available)
1 of 10 Iia o [[055(nq
grye
n% a t tn 7 a
GENERAL DESCRIPTION OF IMPROVEMENT:.0-06146I
OWNER IN RMATIO
Name: fitI1t
Address:
Fee Simple Title Holder (if other than owner) Nle:
CONTRACTOR: CoName: l ,J c
Address:
LIMr
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from 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 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 penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
Owner's Signature Owner's Printed Name
Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
0Stateof1 (0 K) " a County of rM 1 (
To rip(
The fore oing instru ant was acknowled ed before me this day of t t ` \ , 201
by(h, Who is personally known to me
Nam of person making statement
OR who has produced Identification type of identification pr duced:
r0
1,0Y a&
GENE A. LA7HAM
N,otary Public - State of Florida
My COMM. EXpIrEs May 4, 2018 Notary Signature
rf d" COmml3slen # FF 108074
cm
a`•:` CV
4otsor&
ears cn
o
N
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: I
I hereby name and appoint:
an agent of. CI
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and
Alto hj.S
Expiration Date for This
License Holder Name:
State License Number:
work located at:
Power of Attorney:
d Da 1/ 1*
Signature of License Holder: 1, i
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of ,
20i 5 , by V CSI 0 V 1. s who is>personally known
to me or who has produced
identification and who did (did not) e an oath-,
Signature
Notary Seal)
4 h Notary Public State of FloridaLaniRaeMinson
My Commission FF 170539
gwar Expires 10/21/2018
Rev. 08.12)
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
as
N2
i
Custom Screens
4881 Distribution Ct.
Orlando, FL 32822
Ph: (407)277-1028
Fax: (407)277-1674
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Prolect Information
PARCEL ID:
Screened Area: FT -2 I I WId Roof Area:n
WIND SPEED:140 MPH I EXPOSURE: C
RECORD COPY
36
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LLE61 Stankal En9tnPenn9 iarou
222.7 MERCATOR DRIVE
ORLANDO, FL 32807
PH: (407) 240-4402
Design Conforms to the. FBC 2014 Building and the FBC 2014
Residential, as well as the ASCE 7-10
1
REVIEWED FOR CODE COMPUANCE
PLANS EXAMINER
G -IS —
DATE
SANFOFID BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
15-2423
LSANFORT)
o` Sjq!v
QQ;. CENSF•. Ji
Date Created:
E OF Job Number:
Pa Stankay, P.4.• 0`
GENERAL NOTES & DESIGN STATEMENT
1) This structure has been designed in accordance with the requirements of the 2014 FBC - Residential (5th Edition),
Chapter 3, and Section R301.2.1.1. Wind loading requirements were met in accordance with the 2014 FBC - Building,
Chapter 20 (Light Metal Alloys)- Table 2002.4 (DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURES).
a. Risk Category = I (in accordance with 2014 FBC-Building Chapter 16 Table 1604.5).
b. Applicable Internal Pressure Coefficient: +/- 0.00
c. Design Pressure for Exterior Components & Cladding:
i. Walls: + 38 PSF
ii. Roof: + 11 PSF
d. Ultimate Design Wind is based on a 3 -second gust wind speed as determined in accordance with 2014
FBC-Building Chapter 16, Section 1609.3.1. Wind speed and category ARE DEFINED IN THE TITLE BLOCK ON EACH
PAGE.
e. The equivalent nominal wind speeds for the defined Ultimate wind speeds are as follows:
i. Ultimate Design Wind speed of 140 MPH = Nominal wind speed of 108 MPH
ii. Ultimate Design Wind speed of 150 MPH = Nominal wind speed of 116 MPH
2) This structure is designed to free standing in some cases but mostly attached to CMU and wood frame structures of
adequate structural capacity. The contractor shall verify that the host structure and the foundation to which the
aluminum structure attaches is in good condition and meets all requirements of sufficient strength as set forth by
the engineer of record. If there is a question of structural capacity, then the owner, at his own expense, shall hire
an architect or engineer to verify the structural capacity of the host structure.
3) Where super gutter is specified, the two available sizes of 5 inch and 7 inch can be used interchangeably, unless
otherwise noted.
4) Screen walls and screen roofs are based on a 60% screen mesh density with a maximum density weave of 20x20 threads per
square inch in accordance with 2014 FBC-Building Chapter 20, Table 2002.4, note 'g'.
5) Actual wall thickness of members shall not be less than 0.040 in. Alloy of members are given in the "Member Definition
List".
6) Concrete shall be a minimum 28 day compressive strength of 2800 PSI, and be in accordance with the requirements of ACI 318.
Reinforcing steel shall have a minimum yield strength of 40,000 PSI (grade 40) as per ASTM A615, and be provided with
cover in accordance with ACI 318. If existing concrete slab/footing are deemed adequate, it may be incorporated into
a new slab/footing by observing the following procedure:
a. Clean and scrabble all connecting edges
b. Drill and epoxy embed #3 (MIN) reinforcing bar placed at mid depth of the existing slab and spaced @ 48" O.C.
The rebar should be embedded a minimum of 4" (using Rawl R-KEA Epoxy Acrylate Resin System or approved equal),
leaving 8" exposed to be incorporated into the new slab/footing.
7) Doors and their locations are incidental to the structural integrity of the design.
8) Knee brace lengths are given by their horizontal and vertical displacements and not the actual cut length.
9) A chair rail contained within a screen frame wall can act as guardrail provided it is positioned at less than or equal to
42" high (from the deck level) and is fastened internally to three or more screw bosses. It is designed as follows:
a. 20 lbs/LF in any direction at the top of the rail and will transfer loads to the supports of the structure.
b. 200 lbs concentrated load at any point in any direction along the top
10) Screen mesh continuity along frame members is incidental to the structural integrity of the design, therefore, each panel
is not required to be fastened in place independent of the panels around it.
11) When using self tapping TEK screws in lieu of S.M.S., longer screws must be used to compensate for drill point so that the
required embedment length of threaded part of the screw are in positive contact with the host or connected material. TEK
screws and S.M.s> are used interchangeably. Aluminum Surfaces in contact with lime -mortar, concrete, or other masonry
materials, shall be protected with alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white
methacrylate lacquer.
C-1022 Low Carbon Steel S.M.S.& Self -tapping
screws
Fastener Nominal Diameter
Minimum Edge
Distance
Minimum Center to
Center Distance
A 10
0.188 5/16" 1/2"
12 0.219 3/8" 5/8"
u 14 0.25 1/2" 7/8"
Custom Screens
4881 Distribution Ct.
Orlando, FL 32822
Ph: (407)277-1028
Fax: (407•)277-1674
12) Unless otherwise noted, concrete anchors shall be placed no
less than 2.5" from the edge of slab/footing.
13) Minimum edge distance and center to center distances for
fasteners listed to the left
14) Walls will be attached to host structure w/concrete
screws .25"x2.25" or wood screws #10 x 2". screws will start
within 4" of top and bottom and continue with a max spacing of 24"
O.C.
1x2
144.044 Open Back)
6063-T6
I
J
1x3
1 x3x0.044 Open Back
6063-T6
2x2 H
2x2x0.044 Hollow)
6005A -T61
2x3 H
2x3x0.045 Hollow)
6005A -T61
Fastener stitdiing along top and bottom at 24" O.C.
Sae of SMS determined by depth of beam.
2x4 SMB - 20 SMB uses 1110-0 x 0.75 S.M.5
2x8 SMB - 240 SMB uses 1714-0 x 0.75 S.M.S.
SMB Naming Convention
rope e
2x4 SMB 2X4x0.046x0.1G0 Self -Mating Beam
2x5 SMB 2XSxO.05OxO.116 Self -Mating Beam
S 61 0.05 x .12 -Ma '
2x7 SMB 2x7xO.055x0.120 Self -Mating Beam
2x8 SMB 2x8xO.072xO.224 Self -Mating Beam
2x9 SMB 2x9xO.072x0.224 Self -Mating Beam
2x10 SMB 2x10x(3.0924.389 Self -Mating Beam
2x4 H
2x40.050 Hollow)
6005A -T61
2.0000 in
Self -Mating Beam Half -Shell Setf-Mating Beam Fastened Together
6005A -T61 alloy (6005A -T61 Alloy)
F-1...
2x2 Angle U -Channel I Receiver Channel
2xW.125 Angle) 1x24.055 U -Channel H -Channel 1x2 Angle
6063-T6 6063-T6 2x&0.062 H -Channel OxW.062 Angle)
6063-T6 6063-T6
vILD/NC
C j - 2 4 2 3 SAtdFo;gD
i, II !' F2>
gRTM
61
dt,.
ZDoorJamb3x2H ` STAjV4 •iii
2x2xo.046 Door Jamb) 3x24.070 Hollow
e mow. •
6063-T6 6005A -T61 v
j y
NO. 29059 •;
Protect Informaflon r6ECO 5&,,L,,,, Er#heelig(
A* C :
Created:
F2227MERCATORDRIVEi ` • STA
ORLANDO, FL 32807 Number:
PH- (407) 240-4402 / ,y6!t4„ _ e• _
PARCEL ID:
1,aeene'd Area: F7' 2 i $olid ROOF Area: N/A Design conforms to the FBC 2014 Building and the FBC 2ei4
WIND SPEED:140 MPH EXPOSURE: C Residential, as well as the ASCE?-10
Beam is notched to
create a lap splice
10 or # 14)x0.5' S.M.S.
each side. Quantity
based on beam and
upright size and is
determined from table
ms om Ia tip
7104Q66
warn s
4
aw. aolm atm a® 4
a6. ncnl a1 sm c--
K.B. length varies
See layout drawing for size & location:
H -Channel
Typical) #104.5' S.M.S. each flange
and each side (Typical).
Quantity determined from
Knee Brace Schedule
J//Knee Brace
a.k.a. "KB" or "K.B.")
BEAM See appropriate 'Beam to Upright"
may also be sloping) connection detail (1 a sloping or Oat)
UPRIGHT
Size determined from layout drawing)
1/2-S, M.S. EACH SIDE010 ,1/2-5 '
Bwom 5ir6
QUANTITY FROM KNEE
714 171tT 7XIB : 717 1 719 7tr9 700
0 050' H -CHANNEL (TYP.)
714 7 6 ! A A to
t,
216 7 6 6 f to 10 17
f,
2x6 7 1 4 4 a w u u
s 717
le. .. -
A A to 17 14
to w 17
7 N R
EpoC
IP
21184 s a to
21A A I 617 1 17 14 t6 t1
7110 6 i A 14 w 16 16 7n
BEAM See appropriate 'Beam to Upright"
may also be sloping) connection detail (1 a sloping or Oat)
UPRIGHT
Size determined from layout drawing)
1/2-S, M.S. EACH SIDE010 ,1/2-5 '
QUANTITY FROM KNEE
CITY PER FLANGE
BRACE SCHEDULE)
2
FASTENED THROUGH STANDARD
3
0 050' H -CHANNEL (TYP.)
L
KNEE BRACE 1
OPTIONAL S E NOTE e2)
6
t,
or Gutter Attachment see
THROUGH EAVE RAIL INTO
SCREW BOSSES OF PURLIN
Super Gutter Connection to
C) THE PURLIN /S AT AN OBL/OUE ANGLE TO THE I
Host" detail or Super Gutter to
f,
Carry beam detail.
H -Channel Profile
Z) IN THE CASE WHERE A PURLIN DOES NOT LINE UP I
10 x 1/2' S M S. (FOR UP TO 2K:)
aGT n Gr A\t I ESRC( OR .14 t 314" 5 MS
le. .. -
OF ATTACHMENT SHOULD BE USED. I
QUANTITY AS SHOWN)
c
BOTTOM OF KNEE BRACE IS TO
MOOF T"'/TRANSOM UPRIGHT TO SUPER GUTTER
7 N R
EpoC
IP
FOR CONNECTING 1x2 O.B.
Or BRACED S NOT GUARD vWlOTHERWISENOTEDONlP10JT CONNECTION DETAIL
DRAWING
Custom Screens
4881 Distribution Ct.
Orlando FL 32822
Ph: (40)277-1028
Fax: (407)277-1674
KNEE BRACE SCHEDULE
PURLI
CITY PER FLANGE
r.Y
I 2
l) STRAPS ARE NOT REOU/RED WHEN. I
I
3
2x4xO.O5O L
2xLx
L
2x6x 6
t,
B) THE UPR/GHT MEMBER /S A 2X2 H OR 2X3 H.
Note:
I) Super Gutter may be 5" or 7".
2) The Knee Brace (K.B.) Is required by default for all Flat (straight)
beams but may be ommitted it specified on the layout drawing In
the case of a sloping beam (I.e mansard or gable) the knee brace Is
EC. 'E^
NOTES: I PURLI
RAVE
l) STRAPS ARE NOT REOU/RED WHEN. I
I RAIL
A) THE UPRIGHT HAS A CONNECT/ON TO THE
SUPER GUTTER /N THE TOP YL OF THE UPRIGHT.I 10X3' S.M.S. FASTENED
B) THE UPR/GHT MEMBER /S A 2X2 H OR 2X3 H.
THROUGH EAVE RAIL INTO
SCREW BOSSES OF PURLIN
C) THE PURLIN /S AT AN OBL/OUE ANGLE TO THE I f,
NORMAL DIRECT/ON OF THE UPRIGHT.
Z) IN THE CASE WHERE A PURLIN DOES NOT LINE UP I O
WITH THE UPRIGHT, THEN THE ALTERNATE HETH,
1x2 O.B.
OF ATTACHMENT SHOULD BE USED. I
FOR CONNECTING 1x2 O.B. I TO EAVE RAIL USE A
10x1%2' S.M.S.
FASTENED EVERY 24' O.0
I
I
A
EAVE RAIL
Protect Information
PARCEL ID:
Screened Area: FT -2 11 Solid Roof Aree:N/A
WIND SPEED:140 MPH I EXPOSURE: C
r®
2' 55'
GUSSETSSET PLATE
BOTH SIDES TYP)
IOX!/2' S.M.S FASTENED
INTO PURLIN AND COLUMN
QUANTITY AS SHOWN)
WALL TOP PLATE I -'—SIDE WALL COLUMN
1x2 O.B.)
CDEFAULT
10x2' S.M.S.
FASTENED @ 24" O.0
10x0. i
ALTERNATE ATTACHMENT METHOD
IN ABSENCE OF PURLIN)
LE
k15=2423
gUILD,yC
P"
Q
O
nA
5&nka4 Egheair> *Oup
2227 MERCATOR DRIVE
ORLAANDO, FL 32807 -co
PH: (407) 240-4402
Design conforms to the FBC 2014 Building and the FBC 2014
Residential, as well as the ASCE 7-10
Ki
Date Creaied:
c
C
Job Number:
COLUMN TO DECK (EXAMPLE)
R;
i:•
JI
2x4 Column (1/4" Anchors)
in
2x5 Column (1/4" Anchors)
NOTES:
2%2x0.125' BASE PLATE ANGLE 1) -FIELD ANCHORS' ARE TO BE tit' 0 TAPCON WITH A 1 Y4'
MINIMUM EMBEDMENT INTO CONCRETE FOUNDATION. MAX SPACING
Is 4B' O.C.
CONCRETE ANCHOR ON TOP 2) UNLESS SPECIFIED ON A SEALED SITE-SPECIFIC DRAWING,
OF BASE PLATE MINIMUM EDGE DISTANCE FROM THE CENTER OF THE TAPCON TO THE
EDGE OF THE CONCRETE DECK IS 2 I' OR 5 TIMES THE EMBEDMENT
DEPTH; WHICH EVER IS GREATER. MINIMUM EMBEDMENT DEPTH IS I
K' INTO CONCRETE FOUNDATION.
1'
3) QUANTITY OF FASTENERS FOR BOTH SHEET METAL SCREWS AND
TAPCONS IS TO MATCH WHAT IS SHOWN IN THE DETAIL VIEWS
2X2%0.12$' DECK ANGLE BELOW. PATTERN OF SHEET METAL SCREWS MAY BE DIFFERENT
CONCRETE ANCHOR FASTENING THAN WHAT IS SHOWN AS LONG AS SHEET METAL SCREWS MAINTAIN
MIN) #10 % Sic' S.M.S. DECK ANGLE TO FOUNDATION A MINIUMUM SPACING OF S/I' AND A MAXIMUM SPACING OF I Sit-
TYPICAL)WITH A MINIMUM N' EDGE DISTANCE. TAPCON PATTERNS MAY NOT
A DIFFER FROM WHAT IS SHOWN.
Example Detail View) 4) SHEET METAL SCREWS ARE TO BE A MINIMUM OF X10 0 X Sit'.
r, \
2x4 Column (3/8" Anchors)
2x5 Column (3/8" Anchor)
2x6 Column (1/4" Anchors) 2x6 Column (3/8" Anchors)
2x7 Column (1/4" Anchor) 2x7 Column (3/8" Anchors)
Custom Screens
4881 Distribution Ct.
Orlando, FL 32822
Ph: (407)277-1028
Fax: (407)277-1674
4—
THE LARGER S.M.S. MAY BE USED, BUT THE QUANTITY IS TO
REMAIN THE SAME.
5) COLUMNS MAY SIT ON TOP OF BRICK PAVERS BUT THE TAPCONS
MUST PENETRATE THROUGH THE BRICKS AND INTO THE CONCRETE
I FOUNDATION BENEATH WITH THE MINIMUM EMBEDMENT OF 1
2x8 Column (1/4" Anchors) 2x8 Column (3/8" Anchors)
W Column (1/4" Anchors) 2x9 Column (3/8" Anchors)
2x10 Column (1/4" Anchors) 2x10 Column (3/8" Anchors)
ED
SIDE
4' Q
EME
FAS'
Protect Information
PARCEL ID:
Screened Area: Fre 11 Solld Roof Area:N/A
WIND SPEED:140 MPH I EXPOSURE: C
MAIN WALL TO SIDE WALL CQN IE( Ia
5-2423
e i Date Created:
1 . _-q lob Number.
O:\6*
5 _5 hkoM En9iwjiq (aroT
2227 MERCATOR DRIVEORLANDO, rlFL32807ATE
PH: (407) 240-4402 i •
4Pavol tanks
VGfN(Rv{Zi
Design conforms to the FBC 2014 Building and the FBC 2014
Residential, as well as the ASCE 7-10
Ia
5-2423
e i Date Created:
1 . _-q lob Number.
This type of bracket is placed
where there is no primary
upright or beam attaching
directly to the super gutter. This is
typically in between primary members.
Fastenerconfiguration shown
is the method required for proper /
attachment.
fay+s 1 t6•, Ip.
e torao,
tea
e
e
14-0 x 1.5" wood screw
attaching super gutter to sub -fascia
This type of bracket is placed
where a primary upright or beam
is attaching directly to super gutter.
Fastener configuration shown is
the method required for proper
attachment
Angle dips from primary members
are allowed to be hell by same
fasteners.
This piece may be broken up into
two distinct stiffeners @ 2" wide
when a Splash Guard Stiffener is not
being used.
e
14-0 x 1.5" wood screw fastening
gutter reinforcement bracket into sub -fascia
10-0 x 0.5" SMS
X0.125" (Thick) Gutter Reinforcement Bracket
Super Gutter (Typical)
Width of Super Gutter is incidental
to the structural integrity of this
attachment detail
Standard Gutter Stiffener
as shown in Isometric view)
Alternate Gutter Stiffener
e one of the following:
40 PVC 11 %" x 0.044" aluminum square tube
use with 7" super gutter: Us" x B" wood fag screw
use with S" super gutter: 3/h" x 6" wood lag screw
Notes:
1) Fascia shown is a plumb cut fascia. If the fascia is square cut (perpendicular to the
roof pitch) then the super gutter may have something behind it (i.e. "L -Angle" or wood
wedge) to keep it plumb. This component is incidental to the structural intention of this
design.
2) For a run of super gutter that non -load bearing, the max spacing of gutter
reinforcement brackets is 60".
3) For a run of super gutter that has a structural or load hearing component attaching
to it and there is a continuous load across the super gutter without primary load points
i.e. beam or upright) then the maximum spacing between the gutter reinforcement
brackets is 48".
4) Gutter may be attadted to a conventional wood framed wall in the same manner
that is shown in this detail. If the wall is a C.M.U. then replace the #14.0 wood screws
with 0.25"-0 x 1.25" Tapcons (or equivilant). This connection shall also remain the
same for a super gutter attaching to a carry beam where the wood lag screws are
replaced by #10-0 x 0.75" S.M.S.
5) When the super gutter is being used for structural purposes (i.e. structural
support members attach to it) then the fasteners that attach to the fascia must
penetrate into the sub -fascia at a minimum of 1 in. embedment.
Super Gutter Connection to Host Structure
Custom Screens
4881 Distribution Ct.
Orlando, FL 32822
Ph: (407)277-1028
Fax: (407)277-1674
2) # 10.0 x 0.5" SMS
at each reinforcement bra
14-0 x 1.5" wood screw fastening
gutter reinforcement bracket into sub -fascia
Super Gutter (Typical)
Width of Super Gutter is inciden
to the structural integnty of this
attachment detail
u.n_a..n r"crac
2) #10.0 x 0.5" SMS
at each reinforcement brackett
0.125" (Thick) Gutter Reinforcement Bracket
5-2423
e,UILD7NC
SAN -OnD
Notes:
1) All notes from the detail labeled "Super Gutter to Host Structure" carry over
2) The Structural Splash Guard is an option used to create a greater area for
attachment of structural members as well as provide splash -over protection for
certain types of roofs.
3) If the contractor circles this note item, then it is not their intention to use the
Structural Splash Guard for structural purposes and may omit the Splash Guard
Reinforcement Bracket from their installation. If this is the intention, then they may
not use the Structural Splash Guard to provide support for frame members of any
type. Alternatively, the contractor may attach the Structural Splash Guard to frame
members that are already fully supported in order'to install the splash guard.
Structural Splash Guard Conn. a tic
avec.are e
Prolecf Information i GC I G/ ,,,L ,,r E jnp ( : orrA-
2227 MERCATOR DRIVE
d
e
ORLANDO, FL 32807
PH: (407) 240-4402 ,Pavo9t nTtiri aff.
PARCEL ID: NGJNEER • FL LIC. 29059• 4ScreenedArea: FT'2 I I Solid Roof Area: N/A Design conforms to the FBC 2014 Building and the FBC 2014 / •o
WIND SPEED:140 MPH EXPOSURE: C Residential, as well as the ASCE 7-10 / C%_
I
Eye bolt shown for illustrative
purposes only
Figure 8 Loop
I Pressed Aluminum Eyelet Sleeve
thick stainless steel cable
Y" thick triangle plate
45° +15'
e" thick cable with approved
loop attached to the eye bolt
6" Stainless Steel welded eye bolt with
framing components shown one standard nut on the bottom
for illustrative purposes only side and two standard nuts on the
top of the triangle plate. A single
lock nut may be used in place of the
two standard nuts on top
Triangle Plate Top Attachement
Single Loop
1
pressed eyelet sleeves
Pressed Eyelet Sleeve
Shown after being mechanically pressed)
Cable Connection Notes:
1) To determine the quantity of cables needed for a screen wall braced on one side by a host structure take the
total square footage of the braced wall and divide by 250. Round the calculated value to the closest whole
number and subtract one. It is intended to not have a cable on a wall that is less than 250 S.F.
Example: 430 S.F. / 250 = 1.72 —> rounds to 2 —> 2-1 = 1 cable
Example: 230 S.F. / 250 = 0.92 —> rounds to 1 —> 1-1 = 0 cables
2) To determine the quantity of cables needed for an unbraced screen wall, take the total square footage of the
unbraced wall and divide by 250. Round the calculated value to the closest whole number and multiply by 2. It is
required that an unbraced screen wall have an equal amount of cables opposing each other.
Example: 535 S.F. / 250 = 2.14 --> rounds to 2 —> 2.2 = 4 cables (2 pairs of opposing cables)
Example: 780 S.F. / 250 = 3.12 --> rounds to 3 --> 3-2 = 6 cables (3 pairs of opposing cables)
3) Any one of the approved cable -to -deck attachments shown may be used. Field conditions will dictate the type
of attachment used and may change dynamically from the original design intent. This has no bearing on the
design or the structural integrity of the enclosure and therefore is allowed to be done, as long as one of the
approved attachment details is utilized.
4) Cables may attach through pavers as long as the minimum concrete embedment of 1-'+" is achieved by using a
longer tapcon.
5) Minimum concrete edge distance for all concrete fasteners is 2%"
6) Cables should be at a 450 angle to the vertical uprights (t15°).
Cable Attachment Details (f of 2
Custom--Screens--
4881 Distribution Ct.
Orlando FL 32822
Ph: (401)277-1028
Fax: (407)277-1674
i
Cable with approved loop
Typical) _1
2Y
0x1Y4"(L)
Tapcon or sleeve anchor
Typical)
k
Tapcon o
C
r
nit :,.J "ai
r., "'+".
3t A,b.'i.'S"''
IS}.+•:
K:
C4.
n •,
S sl4
1 "G t
Os. . a •t'.'::: '' `f4'
Camelback to Side of Deck
Cable with approved loop
TypicaO ft;:
1 +_ba
Tapcon (only)
if loop of cable is larger than washer
y Y'
flange of topcon then an additional
larger flanged double washer is required
I_7/211
11 (T) 6063-T6 Aluminum .
or equivilant)
i
a
Flat Bar Plate
Cable A achment
Single Concrete Fastener to Side of Deck
Cable with approved loop
Typical)
Y4" 0 x 1V4" (L)
Tapcon only
Typical)
Camelback to Top of Deck
15-242-3
5/6110 Stainless Steel
v\LDI/UG, i
SANo=oRD ::•
RT
F
Camelback Clip Bracket
E
PfolectlnformaHon!
J
t„„„L,,,r Eln h8 (•p •
2227 MERCATOR DRIVE
ORLANDO, FL 32807
PH: (407) 240-4402
e FBC 2014 Building and the FBC 2014
I, as well as the ASCE 7-10
r 2),
1_
F—N
J o
e
ateCn
Nun
3MAN, 9.-. °
Hr vc. ara a
tt 10 0 x 0.75" S.M.S.
Quantity shown Is the minimum requirement.
Max spacing between fasteners is 2" with the minimum 7••......
spacing between fasteners at 0.75". If the component that
the cable is being attached to is configured in such a way that O O O O O
prevents two perpendicular rows, then a second row
or column of fasteners may be added parallel (tut not colinear)
e to the default row or column of fasteners at alternating spacing. W
eJ®
O
F
e
e 1x2xO.125 Angle is to be used
in the case where the triangle plate---,/
is less than '/a" thick.
Eye bolt shown for illustrative
purposes only
Figure 8 Loop
I Pressed Aluminum Eyelet Sleeve
thick stainless steel cable
Y" thick triangle plate
45° +15'
e" thick cable with approved
loop attached to the eye bolt
6" Stainless Steel welded eye bolt with
framing components shown one standard nut on the bottom
for illustrative purposes only side and two standard nuts on the
top of the triangle plate. A single
lock nut may be used in place of the
two standard nuts on top
Triangle Plate Top Attachement
Single Loop
1
pressed eyelet sleeves
Pressed Eyelet Sleeve
Shown after being mechanically pressed)
Cable Connection Notes:
1) To determine the quantity of cables needed for a screen wall braced on one side by a host structure take the
total square footage of the braced wall and divide by 250. Round the calculated value to the closest whole
number and subtract one. It is intended to not have a cable on a wall that is less than 250 S.F.
Example: 430 S.F. / 250 = 1.72 —> rounds to 2 —> 2-1 = 1 cable
Example: 230 S.F. / 250 = 0.92 —> rounds to 1 —> 1-1 = 0 cables
2) To determine the quantity of cables needed for an unbraced screen wall, take the total square footage of the
unbraced wall and divide by 250. Round the calculated value to the closest whole number and multiply by 2. It is
required that an unbraced screen wall have an equal amount of cables opposing each other.
Example: 535 S.F. / 250 = 2.14 --> rounds to 2 —> 2.2 = 4 cables (2 pairs of opposing cables)
Example: 780 S.F. / 250 = 3.12 --> rounds to 3 --> 3-2 = 6 cables (3 pairs of opposing cables)
3) Any one of the approved cable -to -deck attachments shown may be used. Field conditions will dictate the type
of attachment used and may change dynamically from the original design intent. This has no bearing on the
design or the structural integrity of the enclosure and therefore is allowed to be done, as long as one of the
approved attachment details is utilized.
4) Cables may attach through pavers as long as the minimum concrete embedment of 1-'+" is achieved by using a
longer tapcon.
5) Minimum concrete edge distance for all concrete fasteners is 2%"
6) Cables should be at a 450 angle to the vertical uprights (t15°).
Cable Attachment Details (f of 2
Custom--Screens--
4881 Distribution Ct.
Orlando FL 32822
Ph: (401)277-1028
Fax: (407)277-1674
i
Cable with approved loop
Typical) _1
2Y
0x1Y4"(L)
Tapcon or sleeve anchor
Typical)
k
Tapcon o
C
r
nit :,.J "ai
r., "'+".
3t A,b.'i.'S"''
IS}.+•:
K:
C4.
n •,
S sl4
1 "G t
Os. . a •t'.'::: '' `f4'
Camelback to Side of Deck
Cable with approved loop
TypicaO ft;:
1 +_ba
Tapcon (only)
if loop of cable is larger than washer
y Y'
flange of topcon then an additional
larger flanged double washer is required
I_7/211
11 (T) 6063-T6 Aluminum .
or equivilant)
i
a
Flat Bar Plate
Cable A achment
Single Concrete Fastener to Side of Deck
Cable with approved loop
Typical)
Y4" 0 x 1V4" (L)
Tapcon only
Typical)
Camelback to Top of Deck
15-242-3
5/6110 Stainless Steel
v\LDI/UG, i
SANo=oRD ::•
RT
F
Camelback Clip Bracket
E
PfolectlnformaHon!
J
t„„„L,,,r Eln h8 (•p •
2227 MERCATOR DRIVE
ORLANDO, FL 32807
PH: (407) 240-4402
e FBC 2014 Building and the FBC 2014
I, as well as the ASCE 7-10
r 2),
1_
F—N
J o
e
ateCn
Nun
3MAN, 9.-. °
Hr vc. ara a
Continuous Rebar with
3" minimum concrete cover
See table labled "Continuous
Perimeter Footing Usage
Requirements" table for
quantity and size
2500 PSI
Concrete Strength
X2
D ° D
I.
Compacted or
Undisturbed soil / sand
XI.......... o
ZO-4 )D )1,
lu
Custom Screens
4881 Distribution Ct.
Orlando, )FL 32822
Fax: (407)277106784
14-0 x 1.5" wood screw
This type of bracket is placed attaching super gutter to sub -fascia
where there is no primary
Fm>trSfa "
upright or beam attaching
directly to the super gutter. This is
Jill 32 n es typically In between primary members.
Fastener configuration shown
2 1 is the method required for proper
attachment.
lT r 1 1
17 27 3 2
17 IF 3 ) This type of bracket is placed
where a
17 7r 3 s attachingi
primary
direecttupright
su gutter.
16" 7r 3 -
Fastener configuration shown is
the method required for proper
li ?t. 4 3 attachment.
Ip yr s •
arAngle
a11c, bytobeheld
primary
same
members
fasteners.
This piece may be broken up into
comnulow PE 1 ter Footm Notes: two distinct stiffeners 2" wide
1j ,,,,
I(1t^1aM,W^ Edi
f
rnommay
beJU
t hed ttoo aac. coryr uclate for field cors itioru.
when a Splash Guard Stiffener (s not
being used.
2) Reirlforcenertt bars to be Bade 60 steel •
fdd+
sq '6" Pn_ G
Continuous Perimeter Footing
moi" vI e -F G L,('T 5Q c;n --I o 1 R
Ltd Z` M
Z A )0 x Z"
i
Ioxo A
PARCEL ID:
Screened Area:
WIND SPEED:140
6•,
0
Notes:
1) Fascia shown Is a plumb cut fascia. If the fascia is square cut (perpendicular to the
roof pitch) then the super gutter may have something behind it (i.e. "L -Angle" or wood
wedge) to keep it plumb. This component is incidental to the structural Intention of this
design.
2) For a run of super gutter that non -load bearing, the max spacing of gutter
reinforcement brackets is 60".
3) For a run of super gutter that has a structural or load bearing component attaching
to it and there Is a continuous load across the super gutter without primary load points
i.e. beam or upright) then the maximum spacing between the gutter reinforcement
brackets is 48".
a
4) Gutter may be attached to a conventional wood framed wall In the same manner
that Is shown in this detail. If the wall is a C.M.U. then replace the #14-0 wood screws
with 0.25"-0 x 1.25" Taptons (or equivilant). This connection shall also remain the
same for a super gutter attaching to a carry beam where the wood lag screws are
replaced by #10-0 x 0.75" S.M.S.
5) When the super gutter is being used for structural purposes (i.e. structural
support members attach to It) then the fasteners that attach to the fascia must
penetrate into the sub -fascia at a minimum of 1 in. embedment.
1 e+ \
LDrNc
SANFORDSuperGutterConnectiontoHosttx xe
e,d a•••,, 10
Prolect Information
FT"2 11 Solid Roof Are
H I EXPOSURE: C
LE9j 5ianka4 "neenr9 (4roup
222.7 MERCATOR DRIVE
ORLANDO, FL 32807
PH: (407) 240-4402
Design conforms to the FBC 2014 Building and the FBC 2014
Residential, as well as the ASCE 7-10
Qo°C `SF••i
Q 9
Pa o fTt P.E. o
Date Created:
Job Number:
c
PRIMARY MEMBER
FASTENERS TOP AND BOTTOM TO
BE SPACED A MAX OF 24" O.C.
FOR PRIMARY MEMBERS THAT
ARE 2x4 SMB - 2x7 SMB
USE *10x0.75' S.M.S.
FOR PRIMARY MEMBERS THAT
ARE 2X8 OR LARGER
USE *14x0.75' S.M S
10x2" S.M.S. FASTENED THROUGH
CLEARANCE HOLE IN WEB OF PRIMARY
MEMBER AND INTO SCREW BOSS OF
SECONDARY MEMBER
SECONDARY MEMBER
SCREw Boss (TYPICAL)
CONDARY MEMBER
EXPLODED VIEW OF HALF
10 x 4" S.M.S. W/ 1-1/4" NEOPRENE WASHER FASTENED
EVERY 8" O.C. THROUGH ELI _ ROOF PANEL AND INTO
CARRY BEAM. FOR A PAN ROOF USE #10 x 1" S.M.S. W/ 1-1/4"
NEOPRENE WASHER FA`:'I'ENED EVERY 4" O.C.
MAXIMUM SIDE OVERHANG
SHALL BE NO MORE THAN HALF (2) #10 x 1/2" S.M.S. FASTENED
OF ONE PANEL WIDTH THROUGH GUTTER STIFFENER AND
INTO CARRY BEAM
GUTTER STIFFENER (ONE AT EVERY UPRIGHT
AND ONE IN BETWEEN, IF
NO UPRIGHTS ONE EVERY 48")
UPRIGHTS NOT SHOWN FOR CLARITY
3/8" 0 x 4" BOLT -(2) #10 x 1/2" S.M.S. FASTENED
r
FASTENED THROUGH THROUGH FACE OF GUTTER AND
POST AND CARRY BEAM INTO GUTTER STIFFENER
CARRY BEAM 7" SUPER GUTTER FASTENED
TO CARRY BEAM
W/ #10 x 3/4" S.M.S. EVERY 12" O.C.
y'V
POST
Post connects to slab w/
CARRY BEAM DETAIL `
2(1)1/8XhickU-
Cha0.
125- nnel
Typical monolithic slab
I See detail tabled
Typical Mono -Slab Foundation"
for detailed infomwtion.
b • .,.,•, `_ '
Custom Screens
4881 Distribution Ct.
Orlando FL 32822
Ph: (40/)277-1028
Fax: (407)277-1674
a
3/8" 0 concrete anchor (tapcon)
W/ 1.25" MIN. embecment into
concrete (TYP.)
N 14 x 3/4" S.M.S. (TYP.)
Independent Post to Monlithic Slab
410-0 x 3" SMS shown Standard
connecting purlin to roof
perimeter via internal screw
boss. U -Channel dips may also
be Used (internal or external) with
2) #10-0 x 0.5" SMS fastened on
each side of the puriin.
Upftht '
2x2 H upright shown as that is generally
the size used in most use cases. Should
a 2x4 or larger upright get used, see the
Pullin to Column" detail for the top
connection.
Gutter to Fascia connection
not shown for purposes of
simplification
Notes:
1) This connection detail shows the most common application of a Sidi
transom where the transom is less than 60" in height. Taller transoms'
larger upright members (i.e. 2x4 or larger) may be installed but the tot
connection will change to reflect the "Purlin to Column" connection det
2) The upright is shown lining up with a puriin in his detail. This is ty
how it's installed, but is not required. The uprights need to be spaced
the span between them does not exceed what the roof perimeter mem
span according to what is annotated on the site specific layout drawing
3) This type of connection is used to break up the span of the roof per
member along a transom wall. If the roof perimeter member is large e
to support the span on its own (i.e. a 2x4 SMB spanning a 12' distance;
the upright supports are not necessary and this detail is not required. T
be indicated on the site specific layout drawing.
rimeter
2) #10-0 x 0.5" SMS fastened
Into each side of the upright
2x2x 0.125" Angle clips are optional
but If used are only required to be 2"
in height and require (2)#10-0 x 0.5" SMS
in each flange of the angle (similar to what's
shown).
1) 1" x 2" x 0.046" U -Channel
dip used for attaching Upright
to the roof perimeter. External is
Shown, but internal U -Clip as well
as 2x2xO.12S L -Angle (on either side)
may also be used.
2) Should a 2x4 or larger Upright get
Used, see the "Pullin to Column"
detail for the top connection.
4)# 10-0 x 0.5" SMS fastenedtoughbacksideofupright
into super gutter
Crww* Vi..u•
Gutter Reinforcement System \ Mitered base is shown and is typical but
not shown for purposes of is not required. U -Channel style clip may
simplification. This system should be added for aesthetic reasons but is not
be spaced evenly across gutter at necessary for structural reasons.
a maximum spacing of 60". It is rot
required to be placed at he uprights. Side View
Prolect Information
PARCEL ID:
SC:reened Area: FT'2 11 Solid Roof Area:N/A
WIND SPEED:140 MPH I EXPOSURE: C
2) #10-0 x 0.5" SMS fastened
nto underside of roof perimeter
Upright
Super Gutter
Sae of super gutter
is incidental to this
connection detail
From Inside Cage - Without Purlin Shown)
n
ARTM SIDE TRANSOM WALL CONNF,0, t)Ak1 ST,gA'q i
Qq .- '\GENS,* 1 5- 2 4 23
2227 MERCATOR DRIVE
ORLA'ANDO, FL 32807 * •
PH: (407) 240-4402 ; Pa Fl P.E. ;
ENGIN ER FL LIC. 29p'S9
Design conforms to he FBC 2014 Building and the FBC 2014 / •
Residential, as well as the ASCE 7-10 // • • • ° \
I ItI1110
DESCRIPTIOM, (AS FURNISHED).
LOT w0, BAKERS CROSSING CHASE 2
i RECORDED iU Pi..A.T ROOK 62, PACES 97-99, OF THE PUBLIC RE=CORDS OF SEPlINOLE COUNTY. F-LORIDA
ra OTE:
Ti -IE FiN1514ED FLOOR ELEWATION OF THIS
STRUCTURE MEE'rs biF ranee s THE
THE•PSQUIRVAENTS SET FUI?TIA IN THE
CITY OF SANFORD CODIE CHAPTER S, SEC. 0-7(,A),
ERTIFIE0 TO AND r'C'F THE
XMUSIVE USE DF:
D.R.Ii. TITLE COMPANY OF FLQRIDA PC,
PIW-.LIrY NA11nNALITITLE INSURANCE COMPANY OF PENN$YI.VANIA
ANNA L. HOLLAS
MINK AMERICA
G, TE:
ALL L'11RECTIONS AND 0ISTAIv0ES i -IME
iKN I -M0 V„RIF1E0 AND ANY
NCrJi+03TENCIES" WAVE DEEP NOTED ON THE
iUR'v1EY, 1r amr.
PROPERTY CORNtii5 SI;Q',YN HCREON :i'EM
3ET/FOUh.0 Of4 1; —tet O:i, Utr'LESS <) fHfI;1i115E
HUHN.
5. THE SURVETOR HAS NGT ASSTRACTED THE
ANO SHOWN HEREON FC -1; RIGHT OF
NAY. riESTRIGTIONS OF RE(,ORD Mit•:ICti MAY
ar•F&CT THE TITLE OR USr of ;N9 LAND,
L. NO UNPURGnOUND IMPIROVEMENTS HAVI' 9CEN
00AT£D EWCEPT AS SI•IOWN.
5. NOT VALID 1VITHUUT THE SIGNATLMIE AMO THE.
3RIGIf AA. RAI$FD SEAL OF A FL^P,IDA LIC,; N$%Q
3URVEVOR AND MAPPER,
iAVE F_KAMMKO 7iiG Fd.R.\!. COMMUNITY FANEL
l =289 0043 E DA1gD 1/17/95 AND FOUND
IE SLIr_XECT PROPMW APPEARS 'TC LIE IN i:, HEA.
2F,A YJITr111a WO YEAR FL,= 66A01,
v'%nm1:t S"- w'j ( weoli 4m1Lr DA.ED ifiI SENINpI.e 8OV!77Y
MIC" CWTrOL, AS 41113HIPt1:0, j
vRlNQ5 51•I00. HEVELTN ARE Si
2TERLY LII! • OF L0 i 30 SAKER
ihSC < A3 BVII.10 500'00'00" C
fELD DA I M) 7-31-03 CK13
Si A{,G:1 II" - .:0 FEET -
IJoe i4Cf. e"5F 4_823- _
DRAM4
I- - f`' a-
PROVED FLANS.
ENG. DEPT.
4 C)
OF—/
fr'
Cfl•Ii Rlu`lE
NGHT-UF WAY
PC
11c9O.DV'
L_7130
OUW1001wvt0-30.71'
LU,91TANA WAY
50' RIO"N'( 417 WAY
Q)6=23'06'40"
R=75.00'
L=30.25'
Gia= S54'5'I'59" ittl
C= 3G.05'
Q FIID NAIL AND DISC
LO lj71:4 f
54Tg9.
193120,
1,ROD
3AND
CAP
PADA
LEGEND
4 DENQ7Cj DELTA AtIGLC
L O=NOTES MIC LENGTh
RICI-T 4" WAY LIWE
UEN0795 Cii1711D IYV.41 lv
Ll13TI1413 DjCVATIDV
OUJOiLp FIGHT DF CURVA7URE
L J C%
REQUIRED INSPECTION SEQUENCE
BP# #15-2423
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Mobile Home Tie Down
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Addrecc- S,9-6., I t jCf1rAf A. W"
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G. - ---
Pre-Power Final
Electric Final
PLUMBING / GAS PERMIT
Min Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Gas Underground
Gas Rough
Gas Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final