HomeMy WebLinkAbout205 S Somerset Cttft
RECEIVE --
NOV 3 0 2011 CITY OF SANFORD
BY: BUILDI G & FIRE PREVENTION
PERMIT APPLICATION
Application No: ('00 L4 C)LI Documented Construction Value: S 60D •--� A
.lob Address:-- b=yS&S� Historic District: Ves ❑ No ❑
Parcel Zoning: -
Description of Work:
Plan Review Contact Person- -k�tM i -M 'M US I—L -Q,. Title:
Phonc:52 x'1Z--.51 Vi Fax:-:552-$iP1-r1�SaT1 I3-mail:fmtiIu6LLCL-Con,
Property Owner Information
Name e� M`� \u Phone! 107"--zQ1- )No
Street: Cry� S . sbm�� Lam'" - Resident of property?
Cih, StateJ.ip: � � t � �13
Contractor Information
Name L6Wt? S - Ca�F--r e> Phone: 52'5°7 Z - 31,91
Street: -P cl -11�ox 7181ga3 Fax: 35 2 - SLP I -') 58 9
City, State 'Lip: O r'I a.ndo. EL- State License No.: C-% lzce� 1 rl
Architect/Engineer Information
Name: k Phone:
Street: r Fax:
City, St, Zip:
Bonding Company: N 1 p
Address:
Building Permit N(
Square Footage:
E-mail:
Mortgage Lender: 0 1 A
Address:
PERMIT INFORMATION
Construction 'type: No. of Stories:
No. of Dwelling Units: Flood 'Gone:
Electrical ❑ Plumbing ❑
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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.
Signature of Owner/Agent Date �hturc ct t Da
Prim Owner/Agem's Name
Signature of Notary -State or Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: '/' . 1'1(- UTILITIES:
ENGINEERING: FIRE:
Print
Contractor/Agent is
Produced ID
64E — /ley -I1
rtorida Date
"Ry oy
�o 4'� ANNE S. ROMANO
MY COMMISSION A EE 029992
iFsEXPIRES: October 21, 2014
/ 0, ,,, &coded thru Budgel NWary I",,,
Personally Known to Me or
Type of ID
WASTE WATER:
BUILDING: 42
COMMENTS: o(l 6 rt,4,,, clOr.,r - 5;1s L' S : Z�
Rev 11.08
LIMITED POWER OF ATTORNEY
Alt:rntonte Sp'rin s, Casselberry, Lake Mary, Longivi•ood. Sanford,
Seminole County, Winter Springs
I hcrrby name and rFl,puint:t 1 C 0 ;N(!lol'/11 ti
an a�cnt ol`. L.L �L f'1-� . �C�1�i'1t?r• C�•�{.ti � _._ 11 J
(, lomc ol'l:orop:myl
to be n1y lawful attorney -in -last to act for me to apply for, receipt for, sign for and do all things
ncccssary ti► this appointment for (check only one option):
A All permits and applications submitted by this contractor.
O •rhe specific permit and application Cor work located at:
- — (Street AJdims)
E=xpiration Date for This Limited Power of Attomcy:_ > i 2
Licemc Holder Name:___--
Statc License Number:
SiLnature of License Holder:
STATE OF FLOR I DA
COUNTY Ql - ,� ,, 0� r.._,
The Core -ming instrument \\•S acknowledged helore me this day ol"
20Y I I by _a?{ 'Y t,�(ilt'� _ who is W-Ifrsonally known
to me or :] who has produced _ its
identification and who did (did naum'l
o oath.
S
(Notary $cal)
ro�rar P11"
ANNE S. ROMANO
MY COMMISSION r EE 029992
*
EXPIRES: October 21, 2014
Bonded Tft Budget Notary Semces
11:1'\. �•�%�0�1
_xn►Le. -S__Ro;>�.r�� c _
Print or type name
Notary Public - State of _-- L- _
Commission No.r`_(Z�94
My Commission Expires: X01.21(+•j-
11/28/11 SCPA HyperLiteWeb Parcel View: 07-20-31-506-0000-0820
rsw.hrt,anr.aen,Ca+s Porcel: 07-20-35-506-0000.0620
PAPPRAMER Owner: XUMTO SAMUEL C 0 SALLY
vvcteogem,nno. Property Address: 205 S SOMERSET CT SAMPORD, FL 32773
. Q Saw LryeU RasC Lsseta Plsw S®N
El:-]-: 07 20 31.506 0000.O820 Valu t Su mmary
sluitat V :OS S SOM LRSEI Cr
Address:
Owner )SUMO SAKI LILL C 6 SALLY
M Ailing: 105 $ SOM LRSLT CT
SAWORD, IL 32773 • 7319
Subdivision BRy1WAVEN IST RERAT
Hamer
Tal Dist da: 51 •SANORD
Everepl tons: 00•HOM EST EA D 11994)
Map Ambi Bph Fogpit aO Extents Omar
Dual Map View - EdWW
Legal Desc ipt lots
LF,C LOT 32 IRY P84AVEH IST REPLAT P8 39 PGS 20 & 21
Tax Details
Taking Aut hodty
2012
2011
Tanble Value
Working
Cert'...
340.656
Values
Values
Valu Upon Cosl/M ar4t Coil/M "'I'mM
et hod
540,656
City Sanlmd
Wether of
1
1
9r ddm s
$65,656
540.656
Depredated
$50.635
SSO.912
ado Valuer
525,000
IAnd
Depredated
ss21
$521
O1R Value
Land Value
$14,500
114,500
(M arket)
Depth I
Units
Land Valu e
Land Volue
LOT 1 01
n
1.0001
14.SOD.001
u M
ue
S6S,656
S6S,933
Portability
Ad
Save Our
So
50
Homes Atli
Amendment
1 Ad
Assessed
565.656
165.933
Value
Taking Aut hodty
Assessmenl Value
Evenpl Values
Tanble Value
County Gerissal Fund
16S.656
340.656
$15.000
Schools
$65.656
$25,000
540,656
City Sanlmd
$65.656
$40.656
$75.000
S) W M iSalnt johns W ate, M anagemenrl
$65,656
540.656
$25.000
Cou ntV Bonds
$65.656
$40.656
525,000
Sales
Dewl Dote
Book I
Pagel
Arnoum I Vm/Impl
puallned
WARRANTY DRD 03/19901
02IS81
lBS71
S68,3001 I.Pmv ed I
Yes
Find Comparable Sala within I his SYbdlvls Ion
IAnd
N et hodl Front agel
Depth I
Units
Unrt mcel
Land Volue
LOT 1 01
01
1.0001
14.SOD.001
514.500
Building Info—al inn
Iv Desc nits lung FiM ural ButlTotY SFI Hess h:dl EMI Ad)I Rep Appel
Built Area SF Wall Value Value 1
III FA MKIr1FI19901 611.077.00I1,469.0011,0:7 00IILY�oLd S50.635ISSS,3391 O $G Pxlon ' A
I.��_. ::W," - .i�.urtlR i..•.'l.1St;a�v_+tS.+a�rd_... ,�.a,..sr�al
Heiksh s
1 emdt N1 Type A ency I Amount I CO Dat el Rsrnit Datc
EM n ren urs
Descdpt ioni year sit I units I Value Cost Hew
MEL PORCH W /FLOOR 1995 1761 1387 5768
W ODD <R IUT Y BLUG1 1995 $61 S1341 5336
< BaA Sete lryou Rsal L+/da Now SIIrUi
www.scpafl.org/ParcelDetails.aspx?PID=07-20-31-506-0000-... 1/1
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TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES
e applicable
SUB -TOTAL
'TAX
DELIVERY
ORDER TOTAL
BALANCE DUE
Work is to commence upon reasonable availabliity of Contractor which is anticipated to be (fill in date].
Estimated completion date is [fill in date).
NOTICE TO CUSTOMER
STORE COPY
All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
WITNESS UR HAND(S) AND SEAL(S) BELOW THIS a DAY OF 1 t eke l l
Lowe's H Centers, Inc.
By: f (Seal)
Print Name: .1
3%90
Address
City State / Provmoe Zip: Postal Code
Store 1657 Project No. 341098917 for SALLY JUNTO
l'
(Seal)
Owner
nage 3 of 7
PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the
building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We
recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed
products. Statewide approved products are listed online @ www.floridabuilding.org.
Calagory)SubcaloWy Manufacturer
Product Description
Approval Number(s)
1. EXTERIOR DOORS
A. SWINGING
B. SLI IDING
C. SECTIONALIROLL UP
D. OTHER
2. WINDOWS
IA-7-SINGLE/DOUBLE HUNG
B. HORIZONTAL SLIDER
/
G
C. CASEMENT
D. FIXED
rE. MULLION
. SKYLIGHTS
G. OTHER
PANEL WALL
A. SIDING
B. SOFFITS
C. STOREFRONTS
D. GLASS BLOCK
_
IE. OTHER
—I
_ I
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
B. NON-STRUCT METAL
C.ROOFING TILES
D. SINGLE PLY ROOF
.E. OTHER
5. STRUCT COMPONENTS
A. WOOD CONNECTORS
B. WOOD ANCHORS
IC. TRUSS PLATES
D. INSULATION FORMS
IE. LINTELS
'F. OTHERS
6. NEW EXTERIOR
ENVELOPE PRODUCTS
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the
following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the
product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these
products may have to be removed if approval cannot be demonstrated during inspection.
R-130501-04
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Door Detail Spet:/f/cat/orrs
Store: &E? Date:
Customer: Sa llu ai mob
Customr phone M 41e7 -3-M -4&Va
Installer_ 17/IPt Al de
Customer wrist be home for installation
Customer to apply finish (paint / stein)
Please provide drawing from onsite using swing Into on right
NotivMai bu rElderfor Ww
Weriar LeftHend Right Hand
Inawino
Ovtavring
raw
P2lio SWVV A-ACUO^ I-kneGre
811deis X-Aclhm. O-Inadirs
FFV4
Eidevior - Note finish of home: w2no
r,innr nn,fstn measure —one door Der raw - All messuremertts must to in inches Reush OswMwe unit Cb.
.store 1667 Project No. 340980778 for SALLY JUNTO
Page 4 of 4
11/28/11
Florida Building Code Online
11
RegulationBusiness & Professional
I
r
FlaidaDeparunerrta BCISHome
I Log In I User Registration I Not TODIa I Submit Surcharge I Stats S Facts Publications I FBC Staff I SCIS Site MeD I Links I Search
Busines (�)
Pfeional Product Approval
ross
®USER: Public User
Regulation
mzzsI Product Approval Menu > Product o, Apolicotion Search > Application List > Application Detall
FL #
FL8228-R4
Application Type
Revision
Code Version
2007
Application Status
Approved
*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments
Archived
❑
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
(615)441-4258
sschreiber@rmsonite.com
Steve Schreiber
sschreiber@mi3sonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard
ASTM E1886
ASTM E1996
ASTM E330
TAS 202
Method 1 Option A
09/11/2011
11/01/2011
11/01/2011
Year
2002
2002
2002
1994
Summary of Products
FL V Model. Number or Name Description
www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ... 1/4
11/28/11
Florida Building Code Online
8228.1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +85.0/-85.0
Other: Evaluated for use in locations adhering to the Florida
Building Code Including the High Velocity Hunicane Zone, and
where pressure requirements as determined by ASCE 7, does not
exceed the design pressures listed. 3'-0" x 6'-8" max nominal size.
Hurricane protective system required In HVHZ, but not required In
the Wind Bome Debris Region. See DWGMA-FLO160-07 for
additional information.
8228.2 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use In locations adhering to the Florida
Building Code Including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does not
exceed the design pressures listed. 3'-0" x 8'-0" max nominal size.
Hurricane protective system required In HVHZ, but not required in
the Wind Bome Debris Region. See DWGMA-FLO161-07 for
additional information.
8228.3 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use In locations adhering to the Florida
Building Code Including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does not
exceed the design pressures listed. 12'-0" x 6'-8" max nominal
size. Hurricane protective system required In HVHZ, but not
required in the Wind Bome Debris Region. See DWGMA-FLO160-07
for additional Information.
8228.4 I Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other. Evaluated for use In locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does not
exceed the design pressures listed. 12'-0" x 6'-8" max nominal
size. Hurricane protective system required in HVHZ, but not
required in the Wind Bome Debris Region. See DWGMA-FLO160-07
for additional information.
8228.5 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as detemined by ASCE 7, does not
exceed the design pressures listed. 12'-0' x 8'-0" max nominal
size. Hurricane protective system required in HVHZ, but not
required in the Wind Bome Debris Region. See DWGMA-FLO161-07
for additional Information.
8228.6 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, does not
exceed the design pressures listed. 12'-0' x 8'-0" max nominal
size. Hurricane protective system required In HVHZ, but not
--a—A In ♦Ae U/inA im— rbk.ir oeninn cen rown—uA-ci mai-n7
www.fioridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ...
6'-8" Opaque I/S and O/S Single Door
Certification Agency Certificate
FL8228 R4 C CAC N1006900.01.0df
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 R4 II FL0160Dx.odf
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
8'-0" Opaque I/S and O/S Single Door
Certification Agency Certificate
FL8228 R4 C CAC NIO06900.02.odf
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL8228 R4 AE 503A.Ddf
Created by Independent Third Party: Yes
6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites
Certification Agency Certificate
FL8228 R4 C CAC NIO06900.01.0df
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 R4 II FL0160Dx.pdf
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL8228 R4 C CAC N1006900.0l.odf
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 R4 11 FL0160Dx.udf
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
FL8228 R4 AE 502A.odf
Created by Independent Third Party: Yes
8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL8228 R4 C CAC NI006900.02.odf
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 R4 II FL0161Dx.odf
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL8228 R4 C CAC N1006900.02.odf
Quality Assurance Contract Expiration Date
12/31/2014
Installation Instructions
FL8228 R4 II FL01610x.0df
Verified By: National Accreditation & Management Institute,
Created by Independent Third Party:
Evaluation Reports
r—.O.A A., TnA.... AOnV Tki"A v-
2/4
SIDE -HINGED FIBERGLASS DOOR UNIT
6'-8• GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES
GENERAL MDTFS
1. LVALWILO POR USE IN LOCATIONS ADNFRINC TO
NE FLORIDA BUILDING OWE AND WHERE PRESSURE
REOUREMENTSAS DETERMINED BY ASCE 7. MINIMUM
OLSION LOWS FOR BIADw6S AND OIHrR STRUCTURES.
DOES N07 EXCEED THE DESIGN PRESSURES LISTED.
7 WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS RCOUIRED
J. WHEW-NO-BORNE DEBRIS REGION.
EXCLUDING THE
IN HIGHTMVELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM IS NOT REOUIRED ON
PANELS WITH IMPACT CUSS. BUT IS RLOUIRED ON PANELS
WITH NON -IMPACT GLASS
4 POLYURLIIWIE CORL FUME SPREAD INDLX OF SD
AND SMOKE DCAIMP INDEX OF 60 PER ASIM E84
POLYSTYRENE
M
CORE ME SPREAD INDEX OF 15
AND SMOKE DEVUOPCO INDEX OF 115 PER ASTM CBA
S. PLASTICS TESTING W FIBERGLASS FACWC:
ILSI DESCRIPTION DESIGNATION RESULT
SELF IGNITION 7EMvAST2 D1979
BU75i 'f > 650 'F
RATE OF RNwC ASTM 0635 0 SB IN llw
SMOKE DENSITYASTM 07043 334X
TENSILE STRENGTH' ASTM 5 63 3 7X DIFF
6. PLASTICS TESTING OF L11E FRAME MATCRW_
RST DESCRIPTION DES16NATION RESULT
SELF "ll" TEMP I ASTM D1929 740 'F > 650 F
RATE OF BURNING ASTM 0635 0 77 IN MIN
SMOKE DCNSITY ASTM 07043 13 411
TENSILE STRENGTH- ASTM 0036 -7.5OR DIFF
• COMPARATIVE TENSILESTRENGTII AFTER WEATHERING
4300 HOURS XENON ARC METI1W 1
7. IMPACT CLADNC IAMLVAR LAAMI DADS OCCO NDA 09-0127 13.
119• AM. OVV ALL FR4ME RON
21' MAX 36.375- MAX.
-DLO. PANEL WIDTH 37 5- MAX.
W/ASTRAGAL r C w7Dn1
AftftDw9B
CB!'amBll� N G o . R• L
SINGLE DOOR UNIT DDIIRIE�� R UNIT
SINGL DOOR
WDM SIDE"
UNG' 41 •IE DDDR NNR JWLF DDDR UNR W/SIDELITEe DpURLE DDDR UNIT
WDN SIDELLITF
W/SIDEl1TE5
WATERWHERE LTWOOM PERFORMANCE DI
TABLE OF CONTENTS
DES" PRESSURE DATING WIRD TO BE 151 OF DESIGN PNLSSURE
SHEET / DESCRIPTION
N
WI 11 INSWI IN N UI W WIN
y
+ 0 —70 +s. ♦t + + o —r
1 IYPI VAT N N 7
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4 + /I -19. 44 -4 1 -SSD
AN H TNG LOCA NS TAI
oI
1 - + .0 - .0 +1 .0 -1 + .0 -4 . a$ . -550
ANCHORING VSB AL
+ a55 a19 -1 as -4 _
KURT BU fNATOR
OXx
- - -
14 a5 a 0 +4 0 _
FLORIDA P.C.
/s6333
• High Dorn TnnlVald Fyn
Bt:
jf8 x 2-1/2"
18 x 2-1/2"
D
DETAIL "D"
1
1.375-
T
INSWING THRESHOLD
Y'
110 x 2"
110 x 5/8" _
X10 x 3/4"
110 x 5/8" X10 x 3/4"
�lOx 2'
FRAME / DOOR
DETAIL 'C"
TYPICAL
0.9621 1 1 o.r
TDs•
T' T
OUTSWING THRESHOLD HIGH DAM 0/S THRCSI
MlydntMW
wftdmw Uu
18 x 2-1/2"
IAtr i:. �.
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
D 124• AWX-UD
THRESHOLD d[ INTO THE
"E"
KCa•TK WS"T
STRUCTURE DEEP ENOUGH
jj�THE
DETAIL ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
AS SHOWN.
D 124• AWX-UD
KCa•TK WS"T
oar swW- oD
(CFT*O 4)
o u.• MKTALEo
ow nr
'
Dw ur
TYPICAL
GLAZING
DETAIL
TOLD IMPACT
RATED GLASS
p x i_�/r• ►MS
cnraloe ur>mm.+
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
W.
W
3
I
w
SCE DETAIL
C' SHT. 2
ATTACHMENI DETAIL
1. ANCHOR ANAI.YSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA 562514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB. HEAD. AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
510 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8--
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3' FROM EACH END
AND MAXIMUM 7" O.C. OR 510 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" 0 C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACIiEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PRODERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
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