1322 Travertine Ter 17-3010 Garage DoorECEIVE1 l CITY OF SANFORD
OCT 12 2017 U BUILDING & FIRE PREVENTION
PERMIT APPLICATION
BY: '
Application No: 11-solo
Documented Construction Value: S 1,688.00
Job Address: 1322 TRAVERTINE TERR SANFORD, FL 32773 Historic District: Yes No Q
Parcel ID: 33-19-30-521-0000-0460 Residential Q Commercial
Type of Work: New Addition Alteration Repair 0 Demo Change of Use Move
Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE
Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER
Phone: 3212848290 Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET
Property Owner Information
v Name ROBBINS-MILLER, JESSICA Phone: 407-558-1575
0
Street: 1322 TRAVERTINE TERR Resident of property? : YES
City, State Zip: SANFORD, FL 32771
Contractor Information
Name WILLIAM WALDEN t a'Pi Phone: 321-284-8290
Street: 244 OBRIEN RD
City, State Zip: FERN PARK FL 32730
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax: 877-225-0658
State License No.: CRC1330671
Arch itectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code
Revised: June 30, 20li*;rI— ILJZ J -----T ;.'
A
I_/
O Q ermit Application
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 ofthe property ofthe requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Vn ure of Owner/Agent \\ Date
C1 ',C, ') /tom
Print O er/Agent' me
Ol oj[
ignatur Notary -State o lorida Date
10/03/17
Signature of Contractor/Agent Date
WILLIAM WALD
Print Contractor/A nt' Name
E. RWAINO
s MY COMMISSION # FF940114
gwmr EXPIRES December01, 2019
Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID -f Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: f" to- tQ—L
Revised: June 30, 2015 Permit Application
10/3/2017 SCPA Parcel View: 33-19-30-521-0000-0460
Parcel Information
Property Record Card
Parcel: 33-19-30-521-0000-0460
Owner: ROBBINS-MILLER JESSICA L
Property Address: 1322 TRAVERTINE TER SANFORD, FL 32771
Value Summary
2017 Working 1 2016 Certified
Values Values
Valuation Method i Cost/Market i Cost/Market1...... _.._... .........
Number of Buildings
Depreciated Bldg Value $123,846 $118,711
Depreciated EXFT Value $400 $413
Land Value (Market) $33,000 $30,000
t-- _:......... ... ......._..... ..............
Land Value Ag 1
JustrMarket Value " $157,246 ; $149,124
Portability Adj
Save Our Homes Adj $4 990 $0
Amendment 1 Adj
d.......
P&G Adj $0 $0
t ...
Assessed Value $152,256 3 $149,124
Tax Amount without SOH: $2,175.00
2016 Tax Bill Amount $2,175.00
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 46
GREYSTONE PHASE 2
PB 68 PGS 81 - 87
t,
Taxes
Taxing Authority_ Assessment Value Exempt Values I Taxable Value
County General Fund
1_.........
152,256 50,000 102,256
3 Schools 152,256 25 000 127 256 1
City Sanford 152,256 : 50 000 1 102 256
SJWM(Samt Johns Water Management) 152,256 50 000 102,256 j
l County Bonds 152,256 , 50,000 _ 102,256
Sales
3 Description Date Book PageI 1 Amount Qualified Vac/Imp
WARRANTY DEED 4/1/2015
W.___.__
08451 0044 179,000 ; Yes Improved
WARRANTY DEED 4/1/2013 OP,016 1705 161 000 , Yes Improved
j WARRANTY DEED 4/30/2010 07380 0137 1 135,000 No Improved
SPECIAL WARRANTY DEED 11/1/2006 z 08 0145 275,500 1 Yes Improved
CORRECTIVE DEED 6/1/2006 06306 0535 100 ` No Vacant
WARRANTY DEED 5/1/2006 06264 0380 1,809,300 No Vacant
Find Comparable Sates, i
i...__._„_.. __..- i......_.__._...
Land
Method Frontage Depth Units I Units Price Land Value
LOT 1 33' 000 00 33 000
1 Building Information
http://parceldetai1.scpafl.org/Parcel Detail I nfo.aspx?PI D=33193052100000460 1 /2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 10/3/17
I hereby name and appoint: Thomas
an agent of: Precision Door Service
Name of Company)
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 application for work located at:
1322 TRAVERTINE TERR SANFORD, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: William Walden
State License Number: CRC1330671
N/A
Signature of License Holder: Q19 h1r
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 03 ay of OCTOBEI
20m 17, by William Walden 4o is dxpersonally known
to me or who has produced as
identification and who did (dimt) ta ath.
Notary Seal)
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
Rev. 08.12)
Flnriria
F icpq FS
F RFS S'S F
eZrc 0 $o
a
9
10/3/2017 parceldetail.scpafl.erg/FootprintPage.aspx?PID=33193052100000460&BLDGNO=1 &PAGEN0=1
Parcel: 33-19-30-521-0000-0460 Building No.: 1 Page No: 1
PLANS EXAMINER
lJ- l$. (--)
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
6D=3052100000460&BLDGNO=
17- 3 0 10
http://parceidetail.scpafl.org/FootprintPage.asp1&PAGEN0=1 1/1
Permit #
Project Location Address 1322 TRAVERTINE TER
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.ora.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional AMARR HERITAGE 1000 16X7 FL5302.13-R7
Roll Up
Automatic
Other - OVERHEAD
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
r
Category/Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
r
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
16 GA. GALV. RESIDENTIAL
TIP ROLLER BRACKET
ATTACHED W/(3) 1/4' x 3/4'
HEX HEAD SCREWS PER °
CENT. DURASAFE
CENTER HINGE 3/4' ATTACHEDV/ (4) V4' x 3/4'
0i-, HEX HEAD SCREWS
TE GA RESIDENTIALTpPFIXTUREATTACHED2'
V/(3> 1/4' x 3/4' HEX HEAD SCREWSADJUSBRACKETSLIDEBRACKETATTACHED
V/(2) 1/4' x 1/2• BOLT AND NITSW/(21 /4'
O O 3' 20GA. STRUTS ATTACHED3/4' P5 Gp SKIN (MR00 A M650) W/ (2) 1/4' x
HEX HEAD SCREWS AT O 24 W SKIN (H650)
EACH CENTER STILE
ADJUSTABLE ROLLER CARRIER
ATTACHED W/ (2) 1/4• x t/2'
BOLT 6 NUT PER BRACKET SEE PAGE 2 FOR OPTIONAL SPLICE TRACKS AT THIS LOCATON
IOOUT MCENTER
W/ (4) 1/4'-20 TRACK SPLICE BOLTS k NUTS
SECURE TO JAYS W17H (3) 5/16' DU. x 1-5/R'
TYPICAL DURASAFE HINGE 2
LAG BOLTS
L-777L—: N.T.S. 1) 5/16° DIA. R 1-5/8° SPLICE) LAG BOLT ATTACHED TO JAMB
AT FA. JAMB BRACKET
LE STIFFENERS (5)
ATED IN HINGE HOLES)
TOP SECTION ONLY 12 GA. GAILY. STEEL
JAMB BRACKETS
HOLES F13R STRUT L ATTACHED W/ (1) 1/4'-20
ATTACHMENT (IF STRUT THROUGH) TRACK SPLICE BOLT t NUT
1S REQIUREO> G OR (2) RIVETS
END HINGE
14 G0.
1A Hj
it
TYPICAL STILE_ STIFFENER 5 3' x 20 GA. STRUTS LSEE (TABLE 3) ON PAGE 3
N.T.S. (1)PER EVEN NUMBERED SECTION SIDE FOR JAMB BRACKET SPACINGSECTIONS2, 4, 6 AND B)
2) PER ODD NUMBERED SECTION TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORSSECTIONS1, 3, 3, 5a AND
1 N.T.S.
TABLE 4 ON PAGE 3-J 7 ) E (TRUT ll CN PAFf 3FORSTILEPLACEMENTSffFDRSTRUTSPACING
l6'-0• MAX kU4 VENTS PROVIDE 70 so In,
INSIDE ELEVATION sq' hFLR OPTIONAL
3. 20GA. STRUT RNRO UNOBSTRUCTEDVE
N.T.S. ATTACHED W/ EACH
2) 1/4' X 3/4'
HEX HEAD SCREWS
Y > AT END AND CENTER BOTTOM BRACKET
11 GA DURASAFE STILESENDHINGEATTACHED
14 GA, THICK ATTACHED
W/(3) 1/4' X 3/4' W/ (2) 1/4' 3/4' 8 HEX HEAD SCREWS
3' 20GA. STRUTS HEX HEAD SCREWS
ATTACHED V/ (2)
1/4' x 3/4' HEX 14GA DURASAFE
HEAD SCREWS AT ROLLER CARRIERS ATTACHED D P
EACH END STILE
n
TO END STILE W/ 12) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER Oo0
TYPICAL DURASAFE END HINGE/ j 1N.T.S.
W/ (3) 1/4' x 3/4'
HEX HEAD SCREWS
W74CONT. STMSAL R
SECTION A —A (SIDE VIEW)
N.T.S.
2' 7-HALL STEEL OR NYLON
DR NYL13N SHORT STEM ROLLER
RS
TYPICAL BOTTOM BRACKET/ ,1
N.T.S. r
1) 5/16° DIA x 1-5/8°
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET 2 X 6 SYP OR SPF
NO. 2 OR BETTER)
20 GA CENTER STILE
20 GA. GALV. STEELENDSOLE 2' GALV. STEEL TRACK
TRACK THICKNESS .051'
x LT AND UTRIVETSANDNUT
TRACK MOUNTING DETAIL
N.T.S.
TWO (2) ROWS OF THREE (3) IVENTSEQUALS15SD. INCHES
OPTIONAL VENT DETAIL
THE METHOD OF TESTING WAS IN SUBSTANTIAL
CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM
E330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE
DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE
FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END
ZONE, ROOF AT ANY SLOPE):
WIND SPEED((MPH) 1421 129 1 122 117 112
EXPOSURE LEVEL B C C D I D
MEAN ROOF HE]GHT 30 152515' 25. TERN. OF
GARAGE I MAx. —
tV0, I -- DES, LoADs®
tww IBI/
nSES— _ a6.4oUpSPE—CATKINS
AN I. ALL
THE LOAD FTOM 1)E DOOR 6 TRAxSFEPotm To THE VERTICAL TRACK. fApl THE —
THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HOR120NTAL
JAMB OR HEADER RECEIVES NO PORDON OT THE LOAD T —UtRED
F1204 INS ODOR. 1 8.
LBS/ET 4 VE,ACA` AAMSS RE— MAXIMLM DESIGN LOADS OF: B6.4
l85/FT 1.DOORS
AND HIAOWAAE YaLL BE DESTINED, MAMDF VRED AND INSTALLED
MTH STAMDAR05 AS SET FORIN BY DASMA ACOLDIMIXQA_ W
SHALL BE 25 GC WK (.01V) ROLLED FORMED LIGHT S SURPORTNG
STRUCT)RAL QUIDINTS SHALL BE CESIO(ED BY A
RE"TRED PROFTSRONAL ENGINEER FOR WND LOADS ROICAIED ON
TNK DR— IN ADDIWN ID OTIR LOADINGS B. REFER
TO TABLES ON THE PAGE 3 FOR —AL DOCA MOTHS AND THEIR
DESIGN PRESSI)RE5 REV I
OESCwu OF "INNS DATE Bi A LPDAIED
BOTfOY BRAM7 INFORMATION 07p5/OS OLI ADOEO OMBJYMIT
AND GAZING OPENS B 1
USED 101E5 09/02/061 DU C I
REMOVED TAAI5, NOTE 7 M GET D TMID
mmm TABIE a TRO ONIGIRADONS04 2 RIB E ADDEBD
Nri(N1 AQlIRS/UPDATED QIIZ%OPTIONS 11 2 RR as°aa5
L. SHwt,4, i si osMAX
SIZE • <
w`°G<°A GEMSrF9/J c= 14' EIGHT ,
E e :° PdO '.)D^`riiJ79 ••< DESIGN LOAD
18.3
PSF 20.8
PSF TEST LOADS
27.5
PSF 31.2
PSF OF FL
BA
eeeGauu tiI MODEL /850.
OAK SUMMIT w/DuraSafe MODEL #600
STRATFORD w/DuraSafe MODEL #950
HERITAGE w/DuraSafe Short, Long,
Flush & Oak Summit Panel's 17( MAO
BY DLJ DATE 04/07/03 WARNG MINW B CRFO®
By AAI DATE aprp3 IRC-6016-110-15 M7I OF
4 1
B B
3' 20GA, STRUT LOCATED ON THE TOP
AND BOTTOM OF GLAZED SECTION
HEAD SCREWS AT END AND CENTER
STILES
Oil I
U v 7
OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS)
B B
8 B
l
OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS)
LONG PANEL GLAZING OPTION AVNLABLE ONLY ON DOORS 15'6 THROUGH
ISO WIDE DOORS LESS THAN 15'6 WIDE MUST USE SHORT PANEL
GLAZING OR CLOSED SECTIONS
WOOD JAMB ATTACHMENT TO STRUCTURE
5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' G.C. (1 1/2' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACM NT TO 2 000 PSI CONCRETE
IHILTKWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILT
SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. (1 1/4' EMBEDMENT) ITV/
RAMSET REDHEAD (TRU-BOLT) 3/e' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) P
X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 HLDCK SIMPSON
1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3'
APART) AT 24' O.C. G 1/2' EMBEDMENT) HILTI
1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (
3' APART) AT 24' D.C. (1 1/4' EMBEDMENT) 9-
61 IAMP ATTAfHMFNT T(I F.ROLRFDC-90 BLOCK (2000 PSI GROUT) HILTI
SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' D.C. 11 1/4' EMBEDMENT) (
OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS
AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, PREPARATION
OF WOOD JAMBS BY OTHERS zl
WOOD
STRUCTURE
CONCRETE
ISTRUCTURE
HOLLOW
BLOC ISTRUCTURE
k,STRUCTURE GROUTEDBLOCKw
i
wF
1/
2-3/4' MIN 172' MIN 2X6
JAMB TYP,
3' MIN B
PT
7 OPTIONAL
SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-
1/8' 38-1/8, Z
7 T Z. •3 '1 •3 10-
5/8, 10-5/8' Z
2
SHORT
PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N.
T.S. N.T.S. GLAZING
OPTION CROSS SECTION GLAZING
NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING
MEETS ASTM E1300-04 DearaFrcme
WINDOW FRAME OPTIONAL Decra INSERTS rWITHUVPROTECTIONWITHUVPROTECTIONI
MIN. 3/32- THICK SSB GLASS
A
fA0) /e X J/4' PAN HEAD SCRENS li7 DWIFTIM OF IfSOII$ TCN91OPT , HE WNDDW fRAYf a (
16) /6 X 3/ ' PAN HEAD SOtEWJ U AHD BOTfOY ATEACHLONGPANELWNDOWMANEMOLDEDINSIDEFRAMEASECTION
B—B ADOmwLvwlrAxDDA AVAILABLE
TRACK CONFIGURATIONS MAX
512E E a'( +e-`i F•tiI `i :•,, t}?As a 16
WIDTH 14'
HEIGHT _-h,e D7(I fli;nsJry DOOR
HE sa.ccTro IaHT
LWnAnc«s) ESIGN
LOAD 18.
3 PSF g a ,•j'1q;yi` ,` ,'.,7r =`t'J 4 20.
8 PSF S ST
LOADS sv`.°•.: .' - *'.e°e-3 27.
5 PSF 2 ®do Tn ®4 s V31.
2 PSF FL 2korx
IF
CARRIAGE COURT VINSTON-SALEM. N.C. V103 EL #
1 MODELOAK SUMMIT w/DuraSafe MODEL #
600 STRATFORD w/DuraSafe MODEL #
950 HERFDAGE w/DuraSafe Short,
Long, Flush & Oak Summit Panel's 3IE
DAANi 8Y O.1 OAII M/07/03 ORAANO " ER 8
Qlamsr AAI DAII a n/m IRC-6016-110-15 9EIT
2 OF 3
4
TABL
TABLE 1
Boom-, I * m!- N
TABLE 2 TABLE 3
DOOR SECTION HEIGHTS
HEIGHT Stm #2 #3 #4 #5 #6 #7 #8
14' 0" 21" 21" 21" 21" 21" 21" 21" 21"
13' 6" 21" 21" 21" 21" 21" 18" 18" 21"
13'0" 21" 21" 21" 18" 18" 18" 18" 21'
12'6" 21" 18" 18" 18" 18" 18" 18" 21"
12'0" 21" 21" 21" 21' 21" 18" 21" E
11'6" 21" 21" 21" 18' 18" 18" 21"
11' 0" 21" 18" 18" 18" 18" 18' 21 " r€v DESOtP110N ff REY90R5 0.1tE BY
10' 6" 21" 21" 21" 21" 21" 21" ._____ ._- A IPOATED Bow SLOE IEORILI ION 07/05/05 OU
10' 0" 21" 21" 21" 18" 18" 21" - ' ADDED O/ILAIYRT NO QASic OFIIONS
9'6" 21" 18" 18" 18" 18" 21" _..._ B 1EIHD NOTED DM
9' 0" 18" 18" 18" 18" 18 18" c MINED TIRE NO]E T reT
8' 6" 21" 21" 21" 18" 21 -,- D MD SPEED TAM d DE10( CONMRAIM D< 2 FB
8' 0" 21" 18" 18" 18" 21
E ADDED NYLON POUF% TED WHIG i . FIA • I J 1
T 6" 18' 18" 18" 18" 18 l
7' 0" 21' 21" 21" 21" u , "
6' 6" 21" 18" 18" 21 _ _ _ _
MAX SIZE
16' WIDTH E F
ALL TRACK ATTACHMENT SPACING /-2^ ALLOWED
T4' HEIGHT — -
WH SYP OR SPF N0. 2 OR BETTER ONLY (DOOR car m] s `'•': `
c _
REDOrt LHYfTAlgN51 "a " / ,^" s a v ttCDESIGNLOADS+
18.3 PSF
20.8 PSF Se "oTESTLOADSPa •: n-'i l s
27.5 PSF !2 E !(i,.H l.,H,v`o `V
31.2 PSF'" FLp/91Y%)i:4i
165 CARR COURT VINSTCI-S1LFJ1, KC. 27105
MODEL 1650 OAK SUMMIT w/DuraSafe
MODEL #600 STRATFORD w/DuraSafe
MODEL #950 HERITAGE w/DuraSafe
Short. Lon`, Flush k Oak Summit Panel's
Slff DRAY11 BY DU DATE O!/D7/A1 MAW wim
B OEMBY AAE DATE U/07M IRC-6016-110-15 BUiuC
nan*WWbeningee I ISM 3 OF 3 DOOR
STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT
A B C D E F G H I J K T 6'
6" 51/2" 181/4" 361J4' 431/2' S41/4" 671/2" 7'
S1/2" 181/4" 391/4" 461/2' 601l4" 73112' 7'
6" 51l2" i51/4" 331/4' 401/2" 51 1/4" 691/4" 761/2' 881/2' 8'
S1/2' 181/4" 361l4' 431/2' S4114' 72 1/4' 791/2" 941/2' 8'
6' S 1/2' 18 1/4" 39 114" 46 1!2' 60 1l4" 78 1/4' 85 1l2" 100 1l2' 9'
S1/2' 15 1/4" 331l4' 401/2" 51 1/4" 69 t/4' 76112" 87 1/4' 99" 9'
6' S 1/2" 18 1/4" 36 1/4' 43 1/2" 54 1/4" 72 1/4' 79 1/2" 90 1/4" 103 U2" 10'
S 1/2" 18 1/4" 39 1/4" 46 1/2' fi0 1/4" 78 1/4' 85 1!2" 96 1/4' 109 1!2' 10'
6" 5 1/2" 18 1/4" 39 1/4" 46 1/2' 60 1/4" 81 1/4' 88 1/2" 102 1/4" 115 1!2" 11'
S 1/2" 18 1!4" 36 1!4" 43 1!2" 54 1/4" 72 1/4" 79 1!2" 90 1/4" 108 1/4' 115 1f2" 130 1l2" 11'
6' S1/2' 181/4" 391l4" 461/2" fi01l4" 781/4' 851/2' 961/4' 1141/4' 1211/2" 1381/2" 12'
S 1/2" 18 1!4" 39 1!4" 46 1/2" 60 1/4" 81 1/4' 88 1/2' 102 1/4" 120 1/4' 127 1/2" 142 1/2' 12'
6" 5 1/2" 18 1/4" 36 114" 43 1/2" 54 1!4" 72 1/4' 79 1/2' 90 1/4' 108 1!4' 115 1/2" 126 1/4' 139 1/2" 13'
S1/2" 181/4" 391/4" 461/2" 601/4" 781/4" 851/2" 961l4' 1141/4' 1211/2' 1321/4' 1451/2" 13'
6' S 1/2" 18 1/4' 39V4" 46 1/2" 60 1/4" 81 114" 88 1/2' 102 1/4" 120 1/4' 127 1/2" 138 1/4' 151 1!2" 14' S
1/2" 18 1/4" 39 1!4" 46 1/2" 60 1!4" 81 1!4" 88 1!2" 102 1/4" 123 1/4' 130 1/2" 144 1/4" 157 1!2" DOOR TRACK
ATTACHMENT SPLICE HEIGHT A
B C D E F G S 6'6"
10' 38" 58" 70" T 10"
38" 56" 76" 7'6"
4" 28" 52" 76" 82" 8' 10"
34" 58" 82" 88" 8' 6"
4" 28" 52" 76" 94" 9' 10"
34" 58" 82" 100" 9' 6"
4" 28" 52" 76" 100' 106" 10' 10"
34" 58" 82" 106' 112" 10'6"
4" 28" 52" 76" 100" 118" 11' 10"
34" 58" 82" 106' 124" 11'6"
4" 28" 52" 76" 100" 124" 130" 12' 10"
34" 58" 82" 106" 130" 136" 12'6".
4" 28" 52" 76" 100" 124" 142" 13' 10"
34" 58" 82" 106" 130" 148" 13'6'
4" 28" 52" 76" 100" 124' 148' 154" 14' 10"
34" 58" 82" 106' 130" 154° 160" L:.47f•
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REQUIRED INSPECTION SEQUENCE
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BUILDING PERMIT
Min max- Inspection Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
IELECTRI CAL PE'RMIT
Min Marc Inns ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
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Min
3ceLitCnr
Max
a > t i5,aryi t Sd1s
Ims ection Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Ins eeflon Description
Mechanical Rough
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Underground REVISED:
June 2014