106 Ventura Dr 17-100; GARAGE DOORJANO
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATIONtj
Application No: 2-- ,Lo
Documented Construction Value: $ M6 5'
Job Address: 106 VENTURA DR SANFORD FL 32773 Historic District: Yes No 0
Parcel ID: 10-20-30-503-0400-0620 Residential X 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
Name PHILLIP SPAIN
Street: 106 VENTURA DR
City, State Zip: SANFORD FL 32773
Name WILLIAM WALDEN
Street: 244 OBRIEN RD
City, State Zip: FERN PARK FL 32730
Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET
Property Owner Information
Phone: 4074743522
Resident of property? : YES
Contractor Information
Phone: 3212848290
Fax: 8772250658
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: 5" 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 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 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.
Signature of Owner/ ent Date
Print Owner/Agent' Name
Signature of Contractor/Agent
WILLIAM WALDEN 'I1
Print Contractor4i<gent's
01-04-17
Date
01-04-17
Signature o to offoda G E3EES1 ate Signature of ota t o da Date
WYm
CHARLES E. MERINOMYCOMMISSION # FF993884
EXPIRES May 18, 2020 y, Q MY COMMISSION # FF940114
t4o7j I FWkW% to eom , +• EXPIRES December 01, 2019
1401)398.0'53
Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID _ K Type of ID 1% 1-- 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 # of Heads
APPROVALS: ZONING: 0 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: lir
Revised: June 30, 2015 Permit Application
1/4/2017 SC PA Parcel View: 10-20-30.503-0400-0620
Property Record Card
Parcel: 10-20-30-503-0400-0620
Owner: SPAIN PHILLIP E & CYNTHIA M
Y
Property Address: 106 VENTURA DR SANFORD, FL 32773-5586
Parcel Information
Parcel 10-20-30-50 3-0400-0620
Owner SPAIN PHILLIP E & CYNTHIA M
Property Address 106 VENTURA DR SANFORD, FL 32773-5586
Mailing 106 VENTURA DR SANFORD, FL 32773-5586
Subdivision Name HIDDEN LAKE PH 2 UNIT 1
Tax District S1-SANFORD
Use Code 01-SINGLE FAMILY
00-HOMESTEAD(1994)-- - —
DOR
Exemptions
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method I Cost/Market Cost/Market j
Number ofBu€ldings 1 1
Deprecated Bldg Value $74 562 71 852 {
Depreciated EXFT Value
Land Value (Market) 1 $21 000 21 000
Land Value Ag
Just/Market Value $95 562 92 852
Portability Adj
Save Our Homes Adj $27,819 25,580
Amendment 1 Adj
P&G Adj $0 0
Assessed Value $67,743 67,272
Tax Amount without SOH: $1,047.92
2016 Tax Bill Amount $631.67
Tax Estimator
Save Our Homes Savings: $416.25
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 62 BLK 4
HIDDEN LAKE PHASE II UNIT I
PB 24 PGS 15 TO 17
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value i
T
Schools 67,743 ! 25,000 42,743,
SanfordCity
67743.... S WM(SaintJohnsWaterManagement) 42,7431-..
m.._.......... m$
25,000
County Bonds 67 743 3 42 743 ': 25,000
County General Fund 67 743 i 42,743 25,000 1
Sales
Description Date Book Page Amount Qualified Vac/Imp
QUITCLAIM DEED 5/1/1985 01688 i0346 100 No Improved
WARRANTYDEED 5/1/1983 01461 6 56,000 Yes Improved j
WARRANTY DEED
3
1 4/1/1981 01331 1488 48,300 ; Yes Improved
I Find Comparable Sales
Land
i
Method Frontage Depth Units Units Price Land Value
LOT 0.00 1 0.00 1 [ 21,000.00 i 21,000
Building Information
Description (
Year Built
Fixtures Bed Bath Base Area Total SF I Living SF I Et Wall Adj Value I Repl Value Appendages
Actual/Effective !
http://pareeldetaii.sepafl.orgIParcelDetail lnfo.aspx?PID=10203050304000620 1/2
PRECISION DOOR SERVICE OF CENTRAL FLORIDA SPAIN, PHILL Sales Order Date: 01-04-17
244 OBRIEN RD 106 VENTURADR Technician: Chris Salcido
FERN PARK, FL 32730 SANFORD, FL 32773 Work Order#: 3336617
407) 583-6351 (407) 474-3522 Sales Order # 02151773
Contractor Number CRC1330671
Part # Description Quantity Unit Price Ext Price Tax
148852 Garage needs to be cleared out to behind the opener for new door/opener installation 1 0.00 0.00 N
149024 Remove shelving prior to installation 1 0.00
164593 110 MPH Wind Load 1 0.00 0.00 N
169946 City Permit 1 125.00 125.00 N
SANFORD
163246 Enduring Collection 1 0.00 0.00 N
24 GAUGE STEEL
159173 12 inch Radius Track 1 0.00 0.00 N
159175 Torsion Spring Assembly 1 0.00 0.00 N
159181 9x7 Garage Door 1 1016.00 1016.00 N
159199 Enduring 100 Non Insulated 1 0.00 0.00 N
HEAVY-DUTY EXTERIOR STEEL - DURABLE, RELIABLE, LOW MAINTENANCE
159202 Short Panel Design 1 0.00 0.00 N
159208 Lifetime Warranty on Hardware 1 0.00 0.00 N
159211 Lifetime Warranty on Paint finish 1 0.00 0.00 N
159212 True White Color 1 0.00 0.00 N
159223 Short Glass top panel 1 0.00 0.00 N
SHORT GLASS TOP PANEL
159233 Wagon Wheel Window insert 1 0.00 0.00 N
AVAILABLE IN SHORT OR LONG PANEL)
143436 2x6 Pressure Treated Lumber Build out for 8-9' Garage Door 1 189.95 189.95 N
INCLUDES VERTICAL JAMBS, HEADER AND SPRING PAD
143438 New Door Vinyl Trim Kit for Single Car Garage Door 1 59.95 59.95 N
INCLUDES (1) HORIZONTAL PIECE AND (2) VERTICAL PIECES
151296 Precision Door Service Premium Upgraded High Cycle Parts* 1 0.00 0.00 N
Compared to Industry Standards
6890 Roller 5 1/4" 10 15.95 159.50 N
Precision Nylon 2" Diameter 5 1/4" Shaft 13-bb Sealed Nylon Roller w/Dust Cap
6963 Torsion Cable set 8'6 1 89.95 89.95 N
8'6" 1/8 7x19 Torsion Cables
9074 End Bearing Plate RH 1 59.95 59.95 N
End Bearing Plate w/Range and bearing right hand
Continued...
Part # Description QuantityUnit Price Ext Price Tax
45061
9X711,CH IN BUSTER,
End Bearing Plate LH 1 59.95 59.95 N
End Bearing Plate w/Range and bearing left hand
45057 10' PDS Drum -RH 1 59.95 59.95 N
Precision Cable Drum 10' Right Hand
45058 10' PDS Drum - LH 1 59.95 59.95 N
Precision Cable Drum 10' Left Hand
6908 Center Bearing Plate LHRw/Bearing 1 89.95 89.95 N
Center Bearing Plate - Single Clipped Corners
45059 Spring Guard 1 0.00 0.00 N
PDS Torsion Spring Warning Guards
132882 Single Car Garage Door Install 1 0.00 0.00 N
109283 New Door Spring Price Discount 1 0.00 0.00 N
Only to be used at new door installation's*
135595 Operator Reinforcement Bracket for Wind Loaded Garage Doors 1 79.95 79.95 N
Bracket displaces the pull from the garage door opener across the entire center style, preventing garage door panel failure in the event of a unbalanced garage door system.
8749 Limited Lifetime Warranty on Hardware Installed 1 0.00 0.00 N
Limited Lifetime
152377 Lifetime Warranty on All Labor 1 0.00 0.00 N
109268 Package Savings 1-659.15 -659.15 N
45213 Linear LD050 Chain Driven Garage Door Opener 1 449.95 449.95 N
112 HP AC Motor with 2 remotes and keypad
129245
129030
129031
7' Linear 0.00 0.00 N
0.00 0.00 N
0.00 0.00
129260 Linear Lifetime Warranty On Motor 1 0.00 0.00 N
129262 Linear 5 Year Warranty On Chain Rail 1 0.00 0.00 N
129263 Linear 5 Year Warranty On All Mechanical Parts 1 0.00 0.00 N
129264 Linear 1 Year Warranty On All Electrical Parts 1 0.00 0.00 N
156052 150 off New Garage Door 1 150.00 150.00 N
151293 50 off New Linear LD050 Garage Door Opener 1 50.00 50.00 N
SUBTOTAL FOR 9X7 CHINBUSTER $1,640.85
iaxame auotorai Z U.uu
ubtotal $1,640.85
0%) $0.00
1,640.85
t: $300.00
1,340.85_
Additional Information
Altamonte Springs, Casselberry, bake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 11-28-16
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):
t All permits and applications submitted by this contractor.
or
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name
State License Number:
WILLIAM WALDEN
CRC 1330671
11-28-2017
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this 28 day of NOVEMBER ,
2016 , by WILLIAM WALDEN who is 8 personally known
to me or who has produced as
identification and who did (did not) take an th.
ig ture
Notary Seal) CHARLES MERINO
Print or type name
Notary Public - State of FLORIDA
Commission No. FF940114
My Commission Expires: 12-01-2019
Rev. 8/06/13) E1401) CHARLES E.EEe6 NO
MyCOMMISSION # FF940114
aEXPIRES December01, 2019398-0'S3 FloridallotaryServic(.Xom
1/4/2017 parcel detail.scpafl.org/FootprintPage.aspx?PID=10203050304000620&BLDGN 0=1 &PAGENO=1
Parcel: 10-20-30-503-0400-0620 Building No.: 1 Page No: 1
Sketch by Apem Sketch
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
l - 11- I I
DATE GSANFORDSANFORDBUILDINGDIVISION
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 1 7_ O OASIDEANYOFTHEPROVISIONSOFTHETECHNICAL
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
http://parceldetaii.scpafl.orgIFootprintPage.aspx?PID= 10203050304000620&BLDGNO= 1 &PAGENO= 1 1/1
Product Approval Specification Form
Permit #
Project Location Address 106 VENTURA DR SANFORD FL 32773
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 1000 9X7 FL5302.5-R7
Roll U
Automatic
Other
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
Applicant's Name WILLIAM WALDEN
Please Print)
June 2014
rml
m
SEE (TABLE 2) ON PAGE 3 FOR
OMMENDED SECTION CONFIGURATION
2' eOGA
HEX
dd%//CIAO//0Ill%
EMIKSSHENTS
NOT SrwN
FOR CLARITY
p 16 GA RESIDENTIAL
2• TOP FIXTURE ATTACHED
p (
3) V4' I• xx3/A• C HEAD(3) SCREW; ADJUSTABLE
SLIDE BRACKET ATT V/(
2) 1/4' x Vr BO.T AND NUT r
20GA STRUTS ATTACHED 24 f.AffTNGASKIN f(N6006M65o) V/ (
2) 1/4• x 3/4• O 21 MBSW NEX
MEAD SCREWS AT - 14GA IRASAFE CENTERSTILECENTER
HINGE ATTACHED V/ (
4) 1/4' x 3/4' HEX
HEAD SCREW 4
4Y
S
TYPICAL
DURASAFE CENTER HINGE! 7 \ (SPLICE)
N.
T.S. SEE
PAGE 2 FOR OPTIONAL GLAZED
SECTIONS STRUT
AND STILE LAYOUT 4 14 W DO(ASKE C
END
HIKE ATTACHED THROUGH) V/ (
2) G r
20GA STRUTS HEX
HEAD SCREWSEND HHINGE ATTACHED
V/ (2) IIGA
WHIDUR x3/
4• ASAFE 1/
4'
x SCREWS ROLLER CARRIERS ATTACED B T HEAD
TO
Elm
STILE Y/ (2) 1/1' x TOP) HEX
HEAD
SCREWS PER CARRIER THROUGH -: :: -. rLLER
V 5' ESE EM () PERRSECT S TYPICAL DURASAFE
END HINGE/ '0 X.T.
S. TRACK CON ACHED SPLICE
TRACKS
AT THIS LOCATION W/ (4)
1/4-20 TRACK SPLICE BOLTS t NITS SECURE TO
JAMB M1TN (3) 5/15• DIA x 1-5/S• LAG BOLTS
1) 5/
16' DIA x 1-5/B• LAO BOLT
ATTACHEO TO JAMB AT EA.
JAMB BRACKET 17 W
DALV. STEEL - JAMS BRACKETS
ATTACHED W/ (
1) 1/4•-20 TRACK SPLICE
BOLT A NUT OR (2)
RIVETS A SEE (
TABLE
W ON PACE 3 FOR JAMB
BRACKET SPACING FlWRATOM FOR
B'S' UP TO 14' TALL DOORS N.TS
SEE TABLE
4 ON PAGE 3 L—"A ,
1 ATTACHED•
IV
DESMA011 OF Wd= FOR STILE
PLACEMENTS IIII Y (TABLE 1) ON PAGE 3 N( 9'-0'
MAX FOR STRUT
SPACING 1/Y
57ESCREVIS A IFDAIID BUM KW W ADD INSIDE
ELEVATION
VENTS PROVIDE 7 ssqq K 5 O
W%6ST BTMR s BLPoAkD PDiWKSIre M.T.
S. (62 H %
k- OR DPTTOIAL VENT) OS
UNOBSTRUCTED O T C WDAIFD M ASM 7-10 FBC rADHEn STILE
STWFENERS <O AIR FLOW
EACH. TWO (2) ROWS OF THREE (3) 3/4'
LEEATED IN HINGE H10.E(S) VENTS EQUALS 15 SO. INCHES D OIAIIQD
SDDT RACL161f RM S AT
ON TOP SECTION ONLY SECTION A -
A (SIDE VIEW) STILEHOLE ATTACHMENTTRUT
aOPTIONAL VENT DETAIL /(STRSHOWN- ATms
NOTES F1R CLARITY) N.
T.S. "aEE 0 0 IAu
THE LOAD — THE DDDH R 1RANSOAED ro THE vTxDGJi IRAGt. X:g RON THE 1MAtJ(
TIE LOAD A WAMSTMED TO TIE VERNAL JAMS MAX SIZE O DOOR. RF.
COM NO PMIIONOF TE LW 9' x 14' 2 EACH MD,
TCAL JAI05 REm10 NrrRY 0E90H LOADS OF: DESIGN LOAD . O •off BOTTOMBRACKETMAO
Lm/TT p -10.7 UISAT +19.1 PSF TYPICAL STILE STIFFENER
5 14 W THICK ATTACHED I ooc s AND MAADIEIJIE M E DEDWID. KwuFAMIED N.T.S.
V/(3) 1/1• % 3/I' AND rSTAIUD w1N
mAIDAAD3 AS SR mMm m DASKA -22.6 PSF'" HEX HEAD SCREW
M DOOR EECOOKs r1ALL R 2,,G Hx LOIR7 ROLLID iO1111D IICIT 1) StIV CIA.
x 1-5/8i 2 X 5 SYP OR SPF r 7 BALL
STEEL 11 TrQUALITY OEKDRS
swML a D wEo TEST LOADS R AT BOLT B BRACKET
TO JAMB (N0. 2OR BETEER) \ R W/3' STEM +
28.7 PSF D
AT EA JAMB
BRACKET \\
l'\^--- m A RED
ON
T S DRAW1M IN EN4Nm1 FOR 10 LOADS12 BY A ED ONTHISORENorADDITIONDKINIEroRUNLADS -33.9 PSF TYPICAL
BOTTOM BRACKET/ A \ FL CPTmNONG \ NT.S A
eD (IA cEMrER sTn.
E el END STILE STEEL
1/
4-20 x
5/13•TR06CK SPLICE BOLT AND NUT
A TMF OR (2) RIVETS TRACKMOUNTINGDETAILN.
T.S. THE
METHOD OF TESTING
WAS IN SUBSTANTIAL CONFORMANCE NTH 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
129 122 117 112 EXPOSURE LEVEL B C
C D D MEAN ROOF HEIGHT 1
30' 15' 25. 15' 2V N1E/U011 !K BNADE
WAIL MOTH HYO' HMI
I0 Laws® 10.
TSEE HOME
2 101.J /T Da106De/ID/Ds
DU m w DID It
1 Q&
TY SECU OIASAJ RP
C! F No G
9 F
V
11/
YT}'
l GATEOF 165 CARVA
E COURT
WTNSTON- MODEL /850 OAK SUIT
MODEL /800 SPRATFORD MODEL
0950 HERITAGE w,
Short, Long, Flush k
Oa 2EI MASSY OUI DAI
T/MAI B I QgOGD BY
AAF I DATE 05/103 KC VUS Summit Ppael'
B ORAMIC
mm IRC-6009-
110-11
SPOT 16 3
Wr
B B
2' 20GA. STRUT LOCATED AT THE TOP
OF GLAZED SECTION ATTACHED W/(2) fml SCREWS AT
END AND CENTER STILE
OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT
B B
2' 20GA. STRUT LOCATED AT THE TOP
OF GLAZED SECTION ATTACHED W/(2)
J- 1/4' X 3/4HEX HEAD SCREWS AT END
AND CENTER STILE OPTIONAL
LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT SHORT
PANEL GLAZING FASTENER DETAIL N.
T.S. LONG
PANEL GLAZING FASTENER DETAIL N.
T.S. GLAZING
OPTION CROSS SECTION GLAZING
NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING
MEETS ASTM E1300-04 Frame
WINDOW FRAME OPTIONAL
Decra INSERTS UVPROTECTION // z
WITH UV PROTECTION SIN.
3/32- THICK SSB GLASS
10
8 X 3' PAN MEAD SCREWS AT
ERG( $MOM PANLl WINDOW FRA1E AT`
16EAICH LONG PANEL WINDOW DWwDOHEADWFRASCRMEMOLDED INSIDE SECTION B—
B EDD W
C3
G
WOOD
JAMB
ATTACHMENT TO STRUCTURE 24',O.
C. (1 1/2' EMBEDMENT) r EENN
24' IC. (2 1/2' EMBEDMENT) 3M ENDS
THEN 24. O.C. a 1/4' EMBEDMENT) 6' FROM
ENDS THEN 24' D.C. (2 v2• EMBEDMENT) IDS, USE
PAIRS OF FASTENERS HILTI 1/
4' X 2-3/4' XVD(-CON 11- SCREVS STARTING 6' FROM ENDS. IRE PAIRS OF FASTENERS (3'
APART) AT 24. U. (1 1/4' ENSEDNENT) X 6
V RTI uuW ATTACI4FFIT TO axU rtCM -4MI TY'X (10W PSI rsnm NOLTI SLEEVE
ANCMOR 3/6' X _4; STARTING 6' FROM ENDS THEN 2V _ Cl 1/
4' EMBEDMENT) a)R, USE FASTENERS FOR HO A nv C-90 BLOCK) OL GS
AND BOLTS CAN BE COINTERSLM TO PROVIDE A FLUSH MOUNTING SURFACE PREPARATION OF
VOID JAMBS BY OTHERS CONCRETE lHaLLow
BLOC GROUTED HL W1 STRUCTURE
ISTRUCTURE
ISTRUCTURE I,STRUCTURE u 1/
2,
KIN 2-3/4' PUN I-v2' Mw •' 2Xy JAMB
YP. 3' MIN AVAILABLE TRAP(
CONFIGURATIONS N.T.
S. A AME0
OAMW /IDQASID MIENSm0/35 pW B ItMIED
NDI i m DU C IMID
10 ASCE 7-10 IBC 2MO n 1 DBC D JOWW
SW PUCBOR MR 10P SECU 01 3 RA egosW SHE
A MAX SIZE
9 14
I T • 1 O "'/T• DESIGN
LOAD
jj7 1P^ / 19.1
PSF PSF p22.6
E OF
TEST LOADS
28.7
PSF 33.9
PSF 10 CARRIAGE
CSLRT VINSTOhSALEM, KC. 17U(e MODEL #650
OAS SUMMIT w/DuraSale MODEL /500
STRATFORD w/DuraSate MODEL #950
HERITAGE w/Dura&de Short, Lan`,
Flush & Oak Summit Panel. 2E WAS
BT DU DUI W41M WAK WW B am
By mi DAD "/D3 IRC-6009-110-11 9M 2OF3
TABLE 1 TABLE 2
STRUT SPACING (BASED ON RECOMMENDED SECl10N
DOOR TRACK ATTACHMENT SPLICE
HEIGHT A B C D E F G S
6' 6" 10"
DOOR SECTION HEIGHTS
Section
Width
ft)
Panel Type
Center Stile Location
Measured from Left
Edge)
Max Design Loads
Allowed
Positive
PSF)
Net,'ti\e
PSF)
8"0 Short, Oak Summit 48.000 21.4 25.3
8' 0 Long 48.000 21.4 25.3
8'!2 Short, Oak Summit 49.000 20.9 24.8
8'2 Long 49.000 20.9 24.8
8'4 Short, Oak Summit 50.000 20.5 24.3
8'; 4 Long 50.000 20.5 24.3
8';6 Short, Oak Summit 51.000 20.1 23.8
8'6 Long 51.000 20.1 23.8
8'8 Short, Oak Summit 52.000 19.7 23.4
8'j8 Long 52.000 19.7 23.4
8'10 Short, Oak Summit 53.000 19.4 22.9
8'10 Long 53.000 19.4 22.9
9'i0 Short, Oak Summit 54.000 19.1 22.6
9" 0 Long 54.000 19.1 22.6
REQUIRED INSPECTION SEQUENCE
BF# 1-7-
DING
Min 1VIax Ins ection Descri Lion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathinv- — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drvwall / 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)
Address: ItY4 1bJ7-v41,i4
ELECTRICAL P.ERM`TT
Min Max Ins ection Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
MECHANICAL PERMIT
Minn Max Inspection Descrij2tion
Mechanical Rough
Mechanical Final
II Min I Max I Inspection Description
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014