123 Placid Woods Ct - BR17-003123 - GARAGE DOORl
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: M- 31 a--3
Documented Construction Value: $ 2,050.00
Job Address: 123 PLACID WOODS COURT Historic District: Yes No X
Parcel ID: 02-20-30-522-0000-0290 Residential X Commercial
Type of Work: New Addition Alteration Repair X Demo Change of Use Move
Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE
Plan Review Contact Person: CHARLES MERINO
Phone: 3212848290 Fax: 8772250658
Name LILLARD, MARY & ROBERT LIFE EST
Street: 910 N KEPLER RD
City, State Zip: DELAND, FL 32724
Name WILLIAM WALDEN
Street: 244 OBRIEN RD
City, State Zip: FERN PARK FL 32730
Title: INSTALL MANAGER
Email: CMERINO@PRECISION DOOR. NET
Property Owner Information
Phone: 407-929-1444
Resident of property? : YES
Contractor Information
Phone: 321-284-8290
Fax: 877-225-0658
State License No.: CRC1330671
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
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, 2015 Permit 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 ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner ofthe property of the requirements ofFlorida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy ofthe 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.
THOMAS :
MY COMMIS : n3d54 I
wF:,.. EXPIRES 1% , ! 1020
Owner/A 407 3 07'rr wa toMP or
Prnrinopd IT) 1/ Tvne nf III___ lD/G
f u 11 QI- `-V c
Signature of Contractor/Agent
WILLIAM WA"N
l\ 10/20/17
Date
14/20/17
ite•4_9' •da CHARLERtE. MERINO
AMY COMMISSION # FF940114
EXPIRES Aecember 01, 2019
40/) 390-0153 FlorldoNota vService.corc
Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID
THOMAS 0 BEESING
MY COMMISSION # FF993854
EXPIRES May 113, 2020
407)398.0t63 FiorideNmryServ1cs,com-RF I OW IS FOR OFFICE USE Ol
Permits Required: Building K 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 # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: S--
Revised: June 30, 2015 Permit Application
10/20/2017 SCPA Parcel View: 02-20-30-522-0000-0290
Prooertx Record Card
CrA Parcel: 02-20-30-522-0000-02901&16 i
Owner: LILLARD MARY J LIFE EST & LILLARD ROBERT D LIFE EST
ecxxn x
Property Address: 123 PLACID WOODS CT SANFORD, FL 32773
Parcel Information
Parcel i 02 20 30 522 0000 0290
Owner I LILLARD MARY J LIFE EST & LILLARD ROBERT D LIFE EST
y............................. ............_._.......... .. .... _ _ .. _ ......... __...__- Property Address'. 123 PLACID WOODS CT SANFORD, FL 32773
Mailing ? 910 N KEPLE. RD ... .. , FL 32724-3035
l _
Subdivision Name 1 PLACID WOODS PH i
Tax District ; S1-SANFORD
j DOR Use Code 01-SINGLE FAMILY
Exemptions I____
W.. --_'
Value Summary
2018 Working 2017 Certified
Values i Values
Valuation Method I Cost/Market Cost/Market
Number of Buildings 1 3..... .. ............ ........ 1
Depreciated Bldg Value 108,756 j $102,573
Depreciated EXFT Value
Land Value (Market) 25,000 25,000
Land Value A
Just Market Value " 133 756 127 573
Portability Adj
f.....--.-_._._........_.___
I .................... ................
Save Our Homes Adj 0 0
Amendment 1 Adj 0 25,837
P&G Adj 0 0
Assessed Value 133,756 101,736
Tax Amount without SOH: $2,106.93
2017 Tax Bill Amount $2,106.93
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 29
PLACID WOODS PH 3
PB 56 PGS 65 & 66
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 133,756 i 0 :' 133,756
Schools 133,756 0 ' 133,756
City Sanford
r
133 756 0 133,756
SJWM(Saint Johns Water Management) 133,756 0 133,756 j
County Bonds_ 133,756 i 0 i _ 133,756 j
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 1/1/2017 08859- 1816 100 ' No Improved
3
WARRANTY DEED 6/1/2002 04437 1459 96,900 Yes Improved
SPECIAL WARRANTY DEED 2/1/2000 03811 0441 I 89,200 Yes Improved
Find Comparnble Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 25,000.00 25,000
Building Information
Year Built [ Description I Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective [
http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PI D=02203052200000290 1 /2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 10/20/17
I hereby name and appoint Thomas Beesing
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:
123 PLACID WOODS COURT 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:0 J )
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 21 ty of OCTOBE
200 17, by William Walden w o s iXpersonally known
to me or who has produced
identification and who did (did not),14ke an ath.
Notary Seal)
Print or type name
Notary Public - State of Florida
Commission No.
My Commission Expires:
Rev. 08.12) Yevo CHARLES E. MERINO0`
MY COMMISSION # FF940114
v"; -• EXPIRES ()ecember01, 2019ern;,.
I401i 398-0"53 Floridallot2 yService.cofr
as
1Q1?0/2017 parceldetail.scpafl.org/FootprintPage.aspx?PI D=02203052200000290&BLDGNO=1 &PAGEN0=1
Parcel: 02-20-30-522-0000-0290 Building No.: 1 Page No: 1
REVIEWED FOR COMPLIANQG
PLANS EXAMINER
DATE
A
Sketch by'ApeH Skwoh
SANFORD 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
RECORD COPY
o
BASE
i292 sf
32
17A 20 (
GRF' 3$
0 sf, 19•
1
Ulpo
17-
31'23 http://
parceldetail.scpafl.org/FootprintPage.aspx?PI D=02203052200000290&BLDGN0=1 &PAGEN0=1 1 /1
Product Approval Specification Form
Permit #
Project Location Address 123 PLACID WOODS COURT
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.org.
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 100 16X7 FL5302.13-R7
Roll U
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
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.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
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 W1ic
Applicant's Name tl t1,U Ctb-\ t.J5_4 e 0
Please Print)
June 2014
16 GA. CALV. RESIDE
TIP ROLLER M
ATTACHED V/(3) 1/4 x
HEX HEAD SCREV
T L NUT PER BRACXET
TYPICAL TOP FIXTURES-0 SEE PAGE 2 FORGLAZED
STRUT AND STII
143A. DURASAFE
CENTER HINGE ATTACHED
4
V/ (4) LY x 3/1'
HEX HEAD SCREWS
3. COCA. STRUTS ATTACHED
V/L4'x34' 25
D REVS ATHEXHEADEACHCENTERSTILE
OPTIONAL
E LAYO
TYPICAL DURASAFE CENTER HINGE/ 1
N.T.S.
STILE STIFFENERS (5)
LOCATED IN HINGE HOLES)
ON TOP SECTION ONLY
HOLES FOR STRU'
ATTACHMENT (IF
IS REBIURED)
O
O
0
TYPICAL STILE_STIFFENER 5N.T.S.
SOTABLE 4 ON MEN TkjE (TABLE 1) CI PAGE: 3STILE PLAC\J\ FOR STRUT SPACING INSIDE
ELEVATION VENTS
PROVIDE 70 sq h. C62sq. h FOR OPTIONAL N.
T.S. 3' 20GA. STRUT VENT) ID' UW STRUCTE ATTACHED
W/ AIR FLOW EACK a)
I/- X 3/4' HEX
HEAD SCREWS 14
GA DIRASAFE AT END AND CENTER BOTTOM BRACKET END
HINGE ATTACHED STILES V/ 3A 1/4'OX3/4' V/ (2) 1/4' 3/4' 3/4' ..0 HEX HEAD SCREWS 3'
20GA. STRUTS HEX HEAD SCREWS II
ATTACHED4' EX 14GA DURASAFE o ((
o 14'
x 3/4' HE% HEAD
SCREWS AT ROLLER CARRISS ATTACHE EACH
END STILE TO END STILE V/ 12) 114' x 3/4' Ooa a
HEX HEAD SCREWS PER CARRIER NYL
TYPICAL
DURASAFE END HINGE/ -) N.
T.S 2'
7-BALL STEEL OF! "" - W
SHORT STEM ROLLER TYPICAL
BOTTOM BRACKET/ N.
T.S1)
5/16' DIA K 1-5/8` LAG
BOLT ATTACHED TO JAMB AT
EA JAMB BRACKET 2 % 6 SYP OR SPF N0.
2 OR BETTER) 20
GA CENTER STILE awl
20
GA. CALV. STEEL A
p•
CAY. STEEL TRACK) ENOSTLE1/
LICE x CK TRACK THICKNESS .051` LT
AN BOLTANDMIT DR <
2) RIVETS ORTRACK
MOUNTING DETAIL N.
T.S. TWO (
2) ROWS OF THREE CO VENTS
EQUALS 15 SOL INCHES 16
GA RESIDENTIAL TOP
FIXRIRE ATTACHED W/(
3) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE
SLIDE BRACKET ATTACHED V/(
2) 14' x 1/2' BOLT AND NUTS BOTTOM
BRACKET ATTACHED
W/ (
3) 1/4' X 3/4• HOEXX
HEAD SCREWS W/
TC.ONT. STEELYAL RSECTION
A -A (SIDE VIEW) N.
T.S. 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) 142 129 1 122 117 112 EXPOSURE
LEVEL B C C D D MEAN
ROOF HEIGHT 30' 15' 25' 15' 25' SPUCE
TRACKS AT IS LOCATION w (
4) 1/4•-20 TRACK SPLICE BOLTS a NUTS CURETOJAMBWITH (3) 5/16B DikBOLTS x 1 NUTSLAG
BOLTS S (
1) 5/16` DU. K 1-5/B' 6PLICE) LAG BOLT ATTACHED TO JARS AT
EA JAMB BRACKET 12
GA. GALV. STEM YS
BRACKETS C
ATTACS HED
W/
1/4'-20 THROUGH) TJARACK
SPLICE BOLT a NUT 6 OR (
2) RIVETS a O
ESECTION
ABLE3) WI PAGEU OR JAMBBRACKETSPACINGSECTIONTRACK
CONFlGURATI DN FOR 6'6• UP TO 14' TALL DOORS N.T.
S. REVDEXWO
OF RDI" DAiE A IIPDAIED
BOTICI BRAd2T Ni0R11AttRI W/OS/OS qJ ADDED OANBAWT
AXD 6AIIIC OPIEwA MAX SIZE
NTD6GB OFWAGE16' WIDTH uAX RDTH
14'0' 14' HEIGHT D— roT
RDOIT LYTADONS)
DESIGN LOAD
d DESIGN SDSM® INA LBS/FT SEE N= 2 18.3 PSF 20.8
PSF IF TEST LOADS
27.5
PSF 31.2
PSF 2 6PECFICATWNS AND
NOTES I. ALL
THE LOAD TRW THE DWI a TRANSFONm M THE 14A11GL TRACK. TROY THETRACKTHELOADISiRMSKMEDTOTHEVERiIGLJAMBSNEHORIZONTAL .MY0 OR MEAD(R RECEIVES W PYR11O1 OF THE UOAD MAN4ERRED FROM
THE DOOk i116 lG5
RA L A,,. RE S NAAYLMDESIGN LOADS O: A ODORS
AND HAPDRME NU BE DES"M MINUFACTIIRFD AND W57ALEDTATHSTANDARDSASSETFORTHBYDASYAADOOR
gOTIORS SHALL BE 25 GA. IWl (.OR') ROLLED —m U— aAL WAIITY
1 'PORTNC
STRUCNRA OUNDIT5 S AU. BEDESIGNED BY AAEFASTREDPROETSSINATNGNEERFORMINDLOADSIN)ICAT
ON TNLS DRAWING N ADDITION TO OTHER LOADNGS I REFER
TO TABLES ON THE PAGE 3 FM ADDIIONAL DOLOR MOTHS AIR) THEN
DESGN PRESSURES No 004F579
l • .IQ1
F FLbg
CARRG
E CCIRT VI11SiOJ-SALEIL NC, 27103 MODEL /850
OAK SUMMIT w/DuraSafe MODEL /800
STRATFORD w/DuraSafe MODEL #950
HERITAGE w/DuraSafs Short, Long,
Flush & Oak Summit Panel's E DRAIN
BY CU DATE 04/V/73 mAlm' NB6a B CME00D
BY AM DATE 04/07/03 IRC-6016-110-15 9EET I
OF 3
kI
B 3' MA. STRUT LOCATED IN THE
MIDDLE -OF GLAZED SECTION ATTACHED
V/(2) I/4' X 3/4' HEX HEAD SCREWS
AT END AN CENTER STILES
B B
3' 20GA. STRUT LOCATED ON THE TOP
AND 1q]TT0M OF GLAZED SECTION
ATTACHED V/(2) 1/4' X 3/4' HEX
HEAD SCREWS AT END AND CENTER
Li
STILES
OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS)
B B
T IF
OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS)
LONG PANEL GLAZING OPTION AVAAABLE ONLY ON DOORS 151 THROLIOH
IWO WIDE DOORS LESS THAN 15'8 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' O.C. 11 1/2' EMBEDMENT)
P X 6 VFRTTCAI JAMB ATTACHMENT TO 2 D00 Pc_I CONCRETE
HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' MC,(2 1/2' EMBEDMENT)
HILTI 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) 3/8' % 4' STARTING 6' FROM ENDS THEN 24. O.C. f2 1/2' EMBEDMENT)
P X 6 VERTICAL JAMB ATTA[HW: TO HOLLOW C-90 HLOCK
SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
3' APART) AT 24' O.C. (1 1/2' EMBEDMENT) -
HILTI 1/4' X 2-3/4' KVIK-CON Il+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' APART) -AT 24' O.C. (1 1/4' EMBEDMENT) -
6 VERTICAL JAMB ATTACHMENT TO GR0.RED C-90 HLOCK (2000 pS-7 GROUT)
HILTI SLEEVE ANCHOR 3/8' % 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. (1 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
PREPARATION OF WOOD JAMBS BY OTHERS
WOOD CONCRETE
i STRUCTURE STRUCTURE
sa
i
W
1/2' MIN 2-3/4' MIN
2X6 JAMBTYP,
HOLLOW BLOCK GROUTED HLOCSTRUCTURE -------------- STRUCTURE
1-V2' MIN 4'
3' MIN
B
OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT)
18-1/B' 36-1/8'
10-5/e• 70-5/8'
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 BEBRIS REGION
GLAZING MEETS ASTM E1300-04
DeereFrome WINDOW FRAME
COPTIONAL
Decre INSERTS WITHUVPROTECTIONWITHUVPROTECTIONMIN.
3/32- THICK SSB GLASS
A
ee X 1 4• vAN HEA s=_c Y D p1p1 OF ATA910RPANELwNDxiRAAIEe (
18) 4e X 3/4' PAx HEAD SCREWS ATEAtl/ LIXNG PAAn. WM]Ow fAAME MOLDED INSIDE FRAME A IPD 0 BOT(DYBAAIXET SECTION
B—BD1D"°°" AVAILABLE
TRACK CONRGURA71ONS y$
y$ ttlt.ry i.' J1f:CP,s1011 MAX
SIZE i'
PO16'
WIDTH 14
HEIGHT t„." sii P:'raj fl • $$L Da1
HE lO wort
uNDAnarNs) d+ yh• ' M , /
v e E5>-
qS DESIGNLOADS18.
3 PSF 20.
8 PSF S: TEST
LOADSi 27.
5 PSF E2 Ip'C1 4" 31.
2 PSF r"••>'^":-a ytt FL
I63
CARRIA COACT VINS TOM-SALEK, NC, 2711* EL
MOD1650 OAK SUMMIT w/DuraSafe MODEL /
600 STRATFORD w/DuraSafe MODEL #
950 HERITAGE w/DuraSafe Short,
Lon;, Flush k Oak Summit Panel's SE
DBA1N BY DU DAME 01/07/03 NA101G WMR B
IRC-6016-110-15 OWEDB7AAEBAIEa/al/m 9EEI
2 O 3
TABLE
TABLE 1
I
Max a619n
Panel type 80aAIkA1eoPosnivet4egitheBENNO (PSF) (PSF)
StmO 24A 27.8
W 29A 33.1
akSumm 29.1 33.1
Short 24.3 27.8
24.3 276
oak Summit 24.327.6emsShon23.9 272
122 23.9 27.2
12"2.Cak Summd 23.9 27.2
12'4 Stwrt 23.6 26.8
ir4 Long 23A 26.8
12'4 akSunmit 23.6 26.8
12'6 STEM 23.3 26.5
12'.8 Long 23.3 2 . mama 12'.8 Summit 23.3 26.5
128 Stwn 23.0 26.1
12is Lc 23.0 26.1
1r8 Summit 23.0 26.1
17i10 Short 22.7 25.8
1710 Lmg 22.7 25.8
1rd0 Summit22.7 25.9
13'.0 Shun 22.4 2S5
13,.. Lon 22.4 25.5
1TO Summit22.4 25.5
13`:2 5hM x2.1 25.1
132 Lon 22.1 25.1
TABLE 2 TABLE 3 132 kSummi 22A 25.1
1314 Shot 21.9 24.8
DOOR SECTION HEIGHTS 134 Long 21.9 248
21. 24,13
HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 13-s Osad mn 21.6 24s
14'0" 21" 21" 21' 21" 21" 21" 21" 21"WIT'36 z1.e xds
13'6" 21" 21" 21" 21" 21" 18" 18" 21"
13a kSummit 1A 24,5
13' 0" 21" 21" 21" 16" 18" 18" 18" 21"
13°8 shM x1.3 zds
138 L 21.3 d.2
12'6" 21" 18" 18" 18" 18" 18" 18" 21' 13ie Oak Summit 21.3 242
1350 Shod 21.1 23.8
12' 0" 21" 21" 21" 21" 21" 18" 21" 1310 Long 21.1 23.9
11'6" 21" 21" 21" 18' 18" 18" 21" - 13 to kSemm' 21.1 23.9
14'o Shod 20.8 23.7
1 l' O" 21" 18" 18" 18" 18" 18" 21 14' o LM9 20.E 23.7 REY DESCWn OF MGM DATE BY
10' 6" 21" 21" 21" 21" 21" 21" t 14"0 Oak Summ 20.8 23.7 A LPDA70 o mN DIME IPORYATDN
10' 0" 21" 21" 21" 18" 18" 21" f 14`2 Lro s0.e 23.4 Apgm OII@IYItlT AND flA3lG OFDR75
9'6" 21" 18' 18" 18" 18" 21^ "
4'z 2a6 x,a g t 1lgpNaE6 a
11M1a:2 Oak Summit20.6 23.4 C W11ED TIRE NOTE 7 05/25/09 MIT
9' 0" 18" 18" 18" 18' 18" 18" 14'•4 Shot 20.3 23.1
8' 6" 21" 21" 21" 18" 21" _._
tad L XL-3 23.1 0 Teo90 TIRE a TW CAff77RATIRIS a 2 RR
1d'.d ak Summi x0.3 23.1 E ADDED NY0 WILM IWED MA211G RR
21" 18" 18" 18" 21 = 14s snort za.1 zz.a _
t 148 20A Us ^
A at, 1 f
T 6" 18" 18" 18" 18" 18 i 14'6 k Summit 20.1 Y1.8
gg 1 , Q.% •"J 2"'
T 0" 21" 21" 21" 21" 1a 9 STEM 9.9 z2.e MAX SIZE E vk t y `
6' 6' 21" 18" 18" T1" i umm 16, WIDTH
14 14' HEIGHT
ALL TRACK ATTACHMENT SPACING +/-Y ALLONED .
10 Shan 1 .8 (e00R NDf.IlT a1NTHSWORSPFNO. 2 OR BETTER ONLY 11',10 Long
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12.3T14'110 kSumm 22.3 till UM1A1101R)
15 i0 ShoR ?2.1 DE9GN LOAD160LongH.1 +1&3 PSF
8r 1 ." C j' 160
ak Summit 17.4 -20.8 PSF15:2Shoe21.6JEST LOADS^0 15".
2 U5 21.8 +27.5 PSF""154115156Oakhmt21.6 -31.2 PSFFL Lng88
21.4
15"
d Sumnn 15.2 IT3 15'
6 ShM iB.B 21.4 15,
6 t rg 18.8 21.4 15'
a kSumma 18.8 21.4 165 COURT VINSTO4-141-", NC. 27100 1sa
snM 16.6 z1.1 MODEL 650 OAK SUMMIT w DuraSafe LULN
1518 Lorg 18. 21.1 / 168
summit 18.8 21.1 MODEL #600 STRATFORD w/DurnSafe 1s'
1oMS2Ds MODEL #950 HERITAGE w/Dt2raSnfe Ism20.
9Short, Long, Flush k Oak Summit Panel's mom
20.91si020.8Sa0maRYouDAISa(D7/Ul ptAeNO NIIBER 16o
zo.e B W DATEa/9t/mIRC-6016-110-15 20.8sales
ao a sea m ee Nn9e4 ..... ; MET 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" 361/4" 431/2' 541/4" 671/2" T
5 1/2" 18 1/4" 39 1/4' 46 1/2' 60 1/4" 73 1/2' T
6' S 112" 15 1/4" 33 1/4" 40 1!2" 51 1/4" 69 1/4" 76 1!2' 88 1/2' 8'
5 1/2" 18 1/4" 36 1/4' 43 1/2" 54 114" 72 1/4' 79 i12" 94 1/2' 8'
6' S 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 78 1/4" 85 1!2" 100 1/2" 9'
S 1/2" 15 114" 33 1!4' 40 1/2" 51 1/4" 69 114" 76 1!2" 87 1!4" 99" 9'
6" 51/2' 181/4' 361l4' 431/2' S41/4" 721/4" 791l2" 90 1/4" 1031/2' 10' 51l2"
181l4" 391/4" 461/2' 601/4" 78 1/4' 851/2" 961/4' 1091/2' 10'6"
5 1!2" 18 1/4" 39 1l4' 46 1/2'. 60 1/4" 81 1!4" 88 1/2" 102 1!4" 115 112" 11' 5
1!T" 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 1!2" 130 1!2" 11'6'
S 1!T'. 18 1/4" 39 1!4" 46 1!T" 60 1/4" 78 1/4" 85 1/2" 96 1!4" 114 1/4" 121 1/2" 136 1!2" 12' 5
1/2" 18 1!4" 39 1!4" 46 1/2" 60 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 1/4" 43 1l2" 54 1/4" 72 1/4" 79 1!2" 90 1!4' 108 1/4" 115 112" 126 1/4" 139 1/2" 13' 5
1/2" 18 1!4' 39 1/4" 46 1/2' 60 1!4" 78 1!4" SS 1/2' 96 1!4" 114 1/4' 121 1/2" 132 1/4" 145 1!2' 13' 6'
S 1/2" 18 1!4' 39 1/4" 46 1/2" 60 1!4" 81 1!4" 88 1/T' 102 1/4" 120 114' 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 10" 38"
58" 70" T 38"
58" 76" T 6"
28" 52" 76" 82" 8' 34"
58" 82" 88"8'6"
4' 28"
52"
76" 94"9' 34"
58" 82" 100"9'6'
28" 52" 76"100' 106"10' 34"
58" 82" 106' 112" 10' 6"
4" 28" 52" 78" 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" 180" S"67
iEY7 T'
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RIEQUER ED INSPECTION SEQUENCE
JS]P# i 1 - ? Address:
BUILIDING 1P]ERMIT
1M[nn Mast .. onInspectionDescription
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)
min 11MMax
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
r:J.liynl+,l?,tA'7! JL'7'.riGYl
Min Max Ins ecdo Descri flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Mechanical Rough
Mechanical
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Imspection Description
Gas Underground
RIEVISEID: June 2014