HomeMy WebLinkAbout100 Lakeside CirCITV OF SANFORD PERMIT APPLICATION
JPermit # : t-''J^^(J
L, ! '
r
Dale: _
Job Address, 105 Logs e CI rd e- . -_IA
Description of Work: r[Fl\t•LM WIr1QC
Historic District: n O Zoning:
a -
9-lei-OLO
G EA7f.10 btal Square Footage v
11 uo '
Value of Work: S 'Ty ooa
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential t Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Decupancy Type: Residential Commercial Industrial
Construction Type:
I,,#
of Stories: # of Dwelliin g, Units: Flood Zone: (FEMA form required)
7wmers Name & Address: CaA I I n e, J • lyS ,ovlc ,
contractor Name & Address:
hone ,& Fax:
3onding Company:
ddress:
Mortgage Lender:
ddress:
rchitect/Engineer:
ddress:
Phone. 4 01 -
State License Number:
Contact Person: Phone:
1'trone.
Fax:
I
pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has cornmcnced prior to the
ssuance 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
rermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
UR CONDITIONERS, etc.
fat— +a (038
WNER'S AFFIDAVff: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMIiNT MAY RESULT IN YOUR PAYING
WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
40TICE: 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
his county, led there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
komptance verifrcat' that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
q-a-o4
ign a /Agent Date Signature of Contractor/Agent
ne J . rttsko l h
eilApt Owner/Agent Name Print Contractor/Agent's Name
Si -Stare ofFrorida - - " - - - Date
DEBBIE BLANTON
MY COMMISSION # DD 16501
EXPIRES: February 25, 2007
400.9.PgTARY FL Notuy Diswunt Aeca= Coo.. Own g1larat
Produced iD ), 1,l l J o e
LPPROVALS: ZONING: UTIL:
pecial Conditions:
cv 03MO6
Signature of Notary -State of Florida
Dalc
Date
t
Contractor/Agent is _ Personally Known to Me or
Produced iD
ENG: BLDG:
lf\
M
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
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Pif9iOPii R if V 0000
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407- 6M. 750& P
2006 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 11-20-30-5KB-0000-0470
Depreciated Bldg Value: $99,471
Owner: DRASKOVICH CATHERINE J
Depreciated EXFT Value: $957
Mailing Address: 100 LAKESIDE CIR Land Value (Market): $42,000
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 100 LAKESIDE CIR SANFORD 32773 Just/Market Value: $142,428
Subdivision Name: HIDDEN LAKE PH 3 UNIT 7
Assessed Value (SOH): $83,888
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00-HOMESTEAD
Taxable Value: $58,888
Dor: 01-SINGLE FAMILY
Tax Estimator
2006 Notice of Proposed Property Tax
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 08/2002 04515 1564 $89,000 Improved Yes
CERTIFICATE OF TITLE 0512002 04418 1456 $70,500 Improved No 2005 VALUE SUMMARY
SPECIAL WARRANTY 10/1994 02839 1999 $62,700 Improved No
Tax Value(without SOH): $1,488
DEED 2005 Tax Bill Amount: $1,126
SPECIAL WARRANTY
06/1994 02793 1789 $100 Improved No Save Our Homes (SOH) Savings: $362
DEED
2005 Taxable Value: $56,445
CERTIFICATE OF TITLE 05/1994 02767 0147 $100 Improved No
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 08/1991 02326 0513 $68,000 Improved Yes ASSESSMENT$
WARRANTY DEED 06/1988 01970 1500 $62,300 Improved Yes
WARRANTY DEED 04/1988 01953 0348 $148,000 Vacant No
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND r.............
PLATSi.Pick... . Land Assess MethodFrontage Depth Land Units Unit Price Land Value
LOT 0 0 1.000 42,000.00 $42,000 LEG LOT 47 HIDDEN LAKE PH 3 UNIT 7 PB 38
PGS 79 & 80
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1988 6 994 1,436 994 SIDING AVG $99,471 $106,386
Appendage / Sgft SCREEN PORCH FINISHED / 160
Appendage / Sgft GARAGE FINISHED / 240
Appendage / Sgft OPEN PORCH FINISHED / 42
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch
Finished,Base Semi Finshed
Permits
re_web. seminole_county_title?parcel=1120305 KB00000470&cpad=LAKESIDE&cpad_nur9/ 12/2006
CITY OF SANFORD BUILDING DIVISION
OWNERBUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within i year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, — l! -AtrlfieJ. DYVS Wlc ao hereby state that I am qualified and capable of performing the requested
construction involved with the permit application filed. I
will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allied
Py law on the permitted structure. O
uild r Signature Date u
l'lnk,J,6, Print
Owner/Builder Name Signature
of Notary -State of Florida Date Owner
is Personally Known to Me or has Produced
ID
NAME
ADDR NOTICE OF COMMENCEMENT
Permit No.
State of Florida
County of Seminole
Tax Folio No.
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.
4f Description of property: (legal description of the property andsmeet address if available) 11DD Uke5 P_
9
5
Q,
6:
General description of improvement:
Owner information
y Name and address _ emit.
bT Interest in property aw h t,/
c Name and address of fee simple titleholder (if other than Owner) WRYANNE MORSE, CLERK OF CIRrI ITT COURT
SEMINOLE COUNTY
Contractor BK 06405 Pg 1314; Qpg)
a. Name and address owl'l•y CLERK'S # 2006146771
RECORDED 09/12/2006 0409:54 PN
b. Phone number Fax numbBECORDIN6 FEES 10.00 .
Surety RECORDED BY H Ba i 1 e . mt r s.
a. Name and address 1ERTIFIED COPY d
b. Phone number _
c. Amount of bond
Lender
a. Name and address 6^dtA6
Fax number CLERK OF CI ,UI COIJ T : „ r
SEMINOLE TY FL RID
P 8Y t'
b. Phone number Fax number - .
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address
b. Phone number Fax number
8. In addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section
713.13(I)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is I year fro of recording unless a different
date is specified)
US afore of Owner
Sworn t (or affirmed) ands scribed before me s /- _ day of , 20 V 1, , by
C'kpr t. , z (\ASk0v,-
Personally Known OR Produced Identification t/
Type of Identification Produced i G L% I 1y DEBBIE
BLANTON Signature
of Notary Public, State of FloridaA,.WAMRYv
c ou Iwl. # oo leoael EXPIRES:
February 25, 2007 Commission
Expires: co. yypiscurtAte•
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Z' "-r,wv tlFe,e-•.0 si rs- a'{,.._.t+':li....;_ _.. `-..F"-,"..r• -.,. i s-'F",.' _`i_ ..-._..{,r..._ -:n.. Y• ' - ar.y....y..:•,.-. r...r...
s...-:f_s•x:.},}.. _. .. }r .. _ ti.-- _ _
r - i - : t. - • - c.- . Y:sg .....,{ :-'.. yr •: 3 __ -1. .—e_.Ei. - - des. -
FRAME' iWIDTH; (F W.) _ _ s t . _ .
MIN_ EMBEDMENT _ - - SHIM._SP_ACE ^ _ _ „ _ a;, ;• , _„_ _ __ ,BUCK WIDT <B WJ _ _ -Centerline of Xs. -:(Wood =Screw)=-`'= =---- -- -- - - - - - HI S - -- -'
N10T- _. : = - - - _= - =
D=--_---
Fastener- - ---
3-. . _. ----_ _ _ MCAULK- BETWEEN -SHEATHING----- -- " TWO -BY WOOD -SHIM AS -REQ'D- o 0
TW BY- WO
r ,'-
e.r.
BY OTHERS' l LL E
W,INDOW_FIN_.&_ _-BY-._OTHERS-= -- BY .THERS - - - -(Note-l.b)„t (Note 4:b)' a " NSHEATHING
F, (
Note 4.b) y , I o
Note 2.a & 2.c.11). _
5 i ^ o
SHIM AS REQ'D. I a! o Q98 _ _ (Note 1,13) 6 w o
1' (
Wood Screw)- I V ro
BY OTHERSSTUCCl l
DETAIL A N LL L
U v- 1/
4' MAX. C ^' SHEATHING
LL SHIMSPACE _J BYOTHERSDimpled Area on PERIMETERAttachment
Fin o r_ T CAULKCAULKBETWEENAttachmentoiifBY
OTHERS WINDOW FIN Fin "ON E 3 o ;E Note2.a & 2.c.11) 1 O3 cd M o 0 o PERIMETER
9 6 & SHEATHING
o E -ac nn o
3 6
CAULK Note 2.a & 2.c.ii) Wood Screw or Nail Head must be ,, 0 o a BY
OTHERS in full contact with Attachment Fin. rn rn L STUCCOBYOTHERSCenterlineoffastenershallbeWoc ` "' Note 2.a & 2.c.11) ,J , 3 v approximately 9/
32' from edge of Fes., ; °o GENERAL NOTES
SECTION B— B Attachment Fin. F' v v c0y ki (
1
to 15) See General Notes Drawing FLEX20100, a Sheet 1 & 2. c E y, j DISCLAIMER: The purpose of this installation drawing is to present the PARTS LIST o E to A) Milestone
Series 1000 Single Hung Aluminum manufacturers recommendations for anchorage (i.e., concrete screws, wood in ti c ul Window is
shown. Also applicable to Milestone Series screws, tapping screws, nails and Vulkem Structural Adhesive (or other - 1 Head - FinFrame °' o _ 1500 and
2000 Single Hun Aluminum Windows. approved equal) as applicable] to achieve the design pressure specified on the 2 Sill - Fin Frame Z to
9 9
fenestration product as required by the 2001 Florida Building Code (F8Q, FRAME HEIGHT (F,H.) (B) Drawing applicable to Non -Impact Resistant section 1707.4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 3 Jamb - Fin Frame %0 j BUCKHEIGHT (B.H,) glazed windows. .I FBC-Residential, Section R613.6. Recommendations regarding flashing, sealing, 4 Lift Rail - Sash co sealants or
other joint sealant practices does not constitute a warranty either o C) Production
Glazing may differ from that tested as expressed or implied. 5 Jamb - Sash o uj allowed by
ANSI/AAMA/NWWDA 101/I.S. 2 - 97 or 6 Glazing Bead - Rigid Vinyl V 101/I.
S. 2 NAFS and applicable Building Code. See FRAME 7 Glazing - See Note (B) and (C) o N Note 12
and 13 on Drawing FLEX 20100 for further toWIDTH 8 #8WoodorTappingScrewwithaziudetails. A
minimum
embedment of 1" into the D) For
Fastener Quantities and Spacing see Sheet 2 structural wood substrate. See Note (K) > a of this
drawing. See Note (H) regarding deviations. and Detail A on this drawing and Note tu cc
2 E) Wood
screw and nail withdrawal values used to a; 4.b &
8 on Drawing FLEX20100. generate the
fastening requirements are based on / 9 Round Head Deformed Shank Nail 0 N 4 2
Southern
Pine with a Specific Gravity of 0.55. See B B with minimum 0.113" diameter (11 GA) ~ Note (H)
regarding deviations. Z o PERIMETER (F)
or tapping FASTENER and
minimum embedment of 1-7/8" into CAULK Aping
screw
edge distance measured SPACING EQUALLY SPACE the structural wood substrate. See Note Date: 12/27/05 BY OTHERS
INTERI R from edge of wood to centerline of wood or tapping (SEE BELOW) FASTENERS (TYP.) (0) and Detail A on this drawing and scale: NTS Note 2.
a ,& 2.c,li) FINISH BY screw must meet or exceed 1". Minimum size and Notes 4.
b & 9 on Drawing FLEX20100. Drawn By: RJA OTHERS embedment
per Parts List. See Note (H) regarding FRAME — checked By: JH deviations. HEIGHT /
Robert J. Amoruso, P.E. G) Nail
edge distance measured from edge of wood / FL License
No. 49752 to centerline
of nail must meet or exceed 9/16" or 5 times Shank
Diameter, whichever is larger. Minimum A 9 8
size and embedment per Parts List. See Note (H) FASTENER A
L(,T.) MAX. regarding
deviations.
YPSPACINGt fp H) Anydeviationlessthantheminimum (SEE BELOW)
J 6' MAX. (TYP.) STUCCO requirements
stated must be approved by the BY OTHERS
manufacturer or engineered by "other" Design ELEVATION CAULK BETWEEN
TWO BY WOOD ' Professional in accordance with the applicable BY OTHERS
Building Code and Product Approval. VIEWED FROM EXTERIOR WFIN HEAD..
SILL & JAMB FASTENER SPACING (TO 70 PSF D.P.) WINDOW SHEATHING SHEATHING (Note
4,
b) '(I) All field supplied holes in the frame (if required) will h ••• Note 2.
a &
2•c,11) BY OTHERS be
3/16"
in diameter for #8 wood screws or the shanWOOD SCREW: 24' O.C..C. MAX, (TYP,) N diameter of the
nail rounded up to the next standard _______________ f •''' S ECTI O
N A —A 1- MIN. EMBEDMENT designation drill bit size. NAIL: 7' O,C, MAX. FOR JAMBS AND, Wood Screw) - (J)
Wood Screws and Nails SHALL NOT be mixed to 10' O.C. MAX. FOR HEAD & SILL Drawing No. FLEX21120 -. s - • =' - = -_^-- - _-_ -_ -fasten e - _ _ .
Sheet
1 of 2 the same assembly-
n 'a.3 !i` if TM.mor. .; A»L..I, '.. ,.. . ..•,.:.s -, ....i.r.b. t-`wu. ww.:r. . .. +ir.-el t.. . . •.-.- "r---. ..MwC ir.::a'•i r+.w wj-.F.w... -.. . w.:;:...i...v..•..sw.. -...G. <.irsr.i sa.s.i.-+. r... ..- -.r.r
e
8 WOOD SCREW INSTALLATION FASTENER ' CHART 8 WOOD SCREW INSTALLATION FASTENER 'CHART -
QUANTITY IN QUANTITY IN QUANTITY IN QUANTITY IN
CALL WINDOW HEAD & SILL EACH JAMB CALL WINDOW HEAD & SILL EACH JAMB
SIZE SIZE SIZE SIZE UP TO 70 PSFUPTO70PSFUPTO70PSF UP To 70 PSF
2024
2030
2038
2040
2044
2050
2060
2070
23 1/2 X 27 1/2
23 1/2 X 35 1/2
23 1/2 X 43 1/2
23 1/2 X 47 1/2
23 1/2 X 51 1/2
23 1/2 X 59 1/2 _._
23 1/2 X 71 1/2
23 1/2 X 83 1/2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
4
12
13
14
145
15
16-- _
17
18 1/8 X 25
1B 1/8 X 37 3/8
18 1/8 X 49 5/8
1B 1/8 X 55 1/4
18 1/8 X 62
18 1/8 X 71
18 1/8 X 83
2
2
2
2
2
2
9
2
3
3
3
4
4
4
1 H2
11-13
1H4
1H45
1H5
11-16
11-17
25 1/2 X 25
25 1/2 X 37 3/B
25 1/2 X 49 5/8
25 1/2 X 55 1/4
25 1/2 X 62
25 1/2 X 71
25 1/2 X 83
2
2
2
2
2
2
2
2
3
3
3
4
4
4
2424
2430
2438
2440
2444
2450
2460
2470
27 1/2 X 27 1/2
27 1/2 X 35 1/2
27 1/2 X 43 1/2
27 1/2 X 47 1/2
27 1/2 X 51 1/2
27 1/2 X 59 1/2
27 1/2 X 71 1/2
1 27 1/2 X 83 1/2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
4
30 1/2 x 26
30 1/2 x 38 3/13
30 1/2 x 50 5/8
30 1/2 x 56 1/4
30 1/2 x 63
30 1/2 x 72
30 1/2 x 84
29 1/2 X 25
29 1/2 X 37 3/8
29 1/2 X 49 5/8
29 1/2 X 55 1/4
29 1/2 X 62
29 1/2 X 71
29 1/2 X 83
2
2
2
2
2
2
2
2
3
3
3
4
4
4
2824
2830
2838
2840
2844
2850
2860
2870
31 1/2 X 27 1/2
31 1/2 X 35 1/2
31 1/2 X 43 1/2
31 1/2 X 47 1/2
31 1/2 X 51 1/2
31 1/2 X 59 1/2
31 1/2 X 71 1/2
31 1/2 X 83 1/2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
4
22
23
24
245
25
26
27
36 X 25
36 X 37 3/8
36 X 49 5/8
36 x 55 1/4
36 X 62
36 X 71
36 X B3
2
2
2
2
2
2
2
3
3
3
4
4
4
3024
3030
3038
3040
3044
3050
3060
3070
35 1/2 X 27 1/2
35 1/2 X 35 1/2
35 1/2 X 43 1/2
35 1/2 X 47 1/2
35 1/2 X 51 1/2
35 1/2 X 59 1/2
35 1/2 X 71 1/2
35 1/2 X 83 1/2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
4
4
42 x 26
42 x 38 3/8
42 x 50 5/8
42 x 56 1/4
42 x 63
42 x 72
42 x 84
41 X 25
41 X 37 3/8
41 X 49 5/8
41 X 55 1/4
41 X 62
41 X 71
41 X 83
3
3
3
3
3
3
3
2
3
3
3
4
4
4
3424
3430
3438
3440
3444
3450
3460
3470
39 1/2 X 27 1/2
39 1/2 X 35 1/2
39 1/2 X 43 1/2
39 1/2 X 47 1/2
39 1/2 X 51 1/2
39 1/2 X 59 1/2
39 1/2 X 71 1/2
39 1/2 X 83 1/2
3
3
3
3
3
3
3
3
2
2
3
3
3
3
4
4
48 x 26
48 x 38 3/8
48 x 50 5/8
48 x 56 1/4
48 x 63
48 x 72
48 x 84
47 X 25
47 X 37 3/8
47 X 49 5/8
47 X 55 1/4
47 X 62
47 X 71
47 X 83
3
3—
3
3
3
3
3
2
3
3
3
4
4
4
3824
3830
3838
3840
3844
3850
3860
3870
43.1/2 X 27 1/2
43 1/2 X 35 1/2
43 1/2 X 43 1/2
43 1/2 X 47 1/2
43 1/2 X 51 1/2
43-1/2 X 59 1/2
43 1/2 X 71 1/2
43 142 X 83 142
3
3
3
3
3
3
3
3
2
2
3
3
3
3
4
4
32
33
34
345
35
36
37
52 1/8 X 25
52 1/8 X 37 3/8
52 1/8 X 49 5/8
52 1/8 X 55 1/4
52 1/8 X 62
52 1/8 X 71
52 1/8 X 83
3
3
3
3
3
3'
3
2
3
3
3
4
4
44024
4030 - .-
4038
4040
4044
4050
4060
47 1/2 X 27 1/2
47 1/? X"35. 1/2 _
47 1/2_ X 43 1/2
47 1/2-X 47 1/2
47 1/2 X 51 1/2
47 1/2 X 59 1/2
47.1/2 X.71 1/2
47 1/2•X 83 1/2
3
3
3
3
3
3
3
3
2
2-'=`t `,
3 '
3
3
3
4
1 4
37-SIZE NOT AVAILABLE IN 1000 OR 1500-SERIES`
T'T'T?-/•C.'ifCiRnIR•• 11.T1'KY'M ---Y-K +t ••+•
FASTENER INSTALLATION INSTRUCTIONS - FLEX21120
8 WOOD SCREWS:
K) See this sheet for #8 Wood Screw installation fastener chart.
L) #8 Wood Screw must be of sufficient length to achieve minimum
embedment of 1" into the two by wood framing.
M) Spacing of wood screws shall be:
6" from each corner of the head, sill and jambs, and
evenly spaced between comer fasteners but not exceeding
24" o.c. spacing in head, sill and jambs.
N) Wood screws shall not be used to fasten assembly into end grain of
wood. -- -
NAILS:
0) Nails shall meet the following requirements:
0.113" diameter or greater,
sufficient length to achieve minimum embedment of 1 7/8"
into the two by wood framing (generally, nail 2 3/8" length or
greater shall meet this requirement), and
helical (screw) or annular (ring) shank style only.
P) Manufacturer's nails meeting these requirements are (but not limited
to) the following:
Paslode deformed shank nail, No. 404947, 404537, 650111
and 650148.
Duro-Fast deformed shank nail No. 325.
Q) Spacing of nails shall be:
6" from each corner of the head, sill and jambs, and
evenly spaced between corner fasteners and not exceeding 7"
o.c. spacing for the jambs and 10" o.c. spacing for the head
and sill.
R) Nails shall not be used to fasten assembly into end grain of wood.
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
S) If exact window size is not listed in fastener installation chart, use
fastener quantity listed for next larger size, for the appropriate design
pressure required.
T) Installations depicted in these instructions acceptable for design
pressures to 70 PSF for the window sizes shown in the chart. Design
Pressures (D.P.) are positive -and negative. Overall window assembly
design pressure may be less than 70 PSF and shall be determined in
accordance with Note 13 of FLEX20100.
U) Production Glazing may differ from that tested as allowed by
ANSI/AAMA/NWWDA 101/I.S. 2 - 97 or 101/I.S. 2 NAFS and
applicable Building Code. _See Note 12 and 13 on Drawing FLEX 20100
Tz +for=further details.'' -- ---
V) Structural two by wood buck and/or framing at the head, sill and
jambs to be securely fastened to transfer the load to the wood
structural substrate per the FBC and the engineer of record's details as -
applicable. - -
V) See FLEX20100, Notes.10 to 15 for additional FBC Code Compliance.
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Date: 12/27/05
Scale: NTS
Drawn By: 1134
Checked By: 3H
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Drawing-No.-FL
Sleet -2'0
SHEATHING
CAULK BETWEEN BY OTHERS
WINDOW FIN &
SHEATHING —\
INSTALLATION ANCHOR
08 WOOD SCREW SHOWN
STUCCO OR
SIDING BY
OTHERS
PERIMETER
CAULK
BY OTHERS
GLAZING <TYP.)
SEE NOTES)
WINDOW
HEIGHT
PERIMET
CAL
BY OTHE
INSTALLATION
w8 WOOD SCRE4
STUCCO OR
SIDING BY
OTHERS
CAULK BETWEE
WINDOW F
SHEATL_116
3 TWO BY WOOD
i u BY OTHERS
fG"
W p
III .\W3 \/
1/4' MAX.
F SHIM SPACE
SHIM AS REQ'D.
SEE NOTES)
FIN TYPE
WINDOW FRAME
HEADER
FRAME
RBLE SILL
OOL BY
HERS
WINDOW
HEIGHT
A
1/4' SHIM
SPACE MAX
SHIM AS REQ'D.
SEE NOTES)
BY OTHERS
W oTWO BY WOOD
3 BY OTHERS
SECTION A -A W CL
0
WINDOW WIDTH
3
Uo
p Z J
Um
ua
ZLi
A
W O_
n
I A A
EQUALLY
SPACE
ANCHORS
TYP.)
g
ANLHUK
r 6' MAX J SPACING (
TYP.) SEE
BELOW) J1GLAZING (TYP.) 6'
MAX. (TYP.) (SEE NOTES) ELE_
VAT ION VIEWED
FROM EXTERIOR FIN TYPE WINDOW HEAD
SILL & JAMB ANCHOR SPACING FRAME JAMB WINDOW
WIDTH TWO
BY WOOD — BY
OTHERS SHIM
AS REQ'D. SEE
NOTES) PERIMETER
CAULK
BY
OTHERS STUCCO
OR SIDING
BY J , OTHERS
1/
4' MAX. SHIM
SPACE CAULK BETWEEN WINDOW
FIN SHEATHING
1'
MIN. EMBEDMENT
WOOD
1' CREW) SHEATHING
BY
OTHERS INSTALLATION
ANCHOR 8
WOOD SCREW SHOWN WOOD
SCREW: 24' O.C. MAX. - TO 70 PSF D.P. SECTION B-B NAIL:
7' O.C. MAX., - 46 PSF TO 70 PSF D.P. NAIL:
10' O.C. MAX. - TO 45 PSF D.P. Disclaimer:
The purpose of this installation IMPORTANT
INFORMATION & GENERAL NOTES drawing
is to present the manufacturers These notes are provided to ensure proper installation of Florida Extruders Milestone products and recommendations
for anchorage (i.e., wood must be followed fully. screws
and nails) to achieve the design pressure
specified on the fenestration GENERAL INSTALLATION INSTRUCTIONS product
as required by Florida Building Code. Section
1707.4.4, Anchorage Methods. Recommendations
regarding flashing. 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. sealing,
sealants or other joint sealant ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR practices
does not constitute a warranty APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE either
expressed or implied. THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE
AND WINDOW FRAME ARE REQUIRED. 2)
USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3)
USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME.
4)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 SEE
SHEET 2 FOR CONTINUATION OF?NOTES], RLV
DESCRIPTION DATE INI u INTERNATIONAL, INC FL0RT-
10 EXT°RUDE+R'S_ 2540 JEWETT LANE a' '
t J{ a 1 '• CERTIFICATE
OF AUTHORQATlow 0 9235°i;' SANFORD FLORIDA CREVISEDNOTE5. REVISED
NOTE 6 AND TITLE
TO REFLECT NAIL ALTERNATE
l2/
10/03 RJA TITLE:
INSTALLATION DETAIL W/#8 SCREWS OR NAILS HORZ.
SLIDING FIN WINDOW - SERIES 1000 162004D
ADDED DISCLAIMER. 7 29 04 RJA DRAWN
BY: BB 1APPROVED BY: RJA 0now DATE:
7/29/04 SCALE: N. T. S. DWG.: FLEX0028 SHEET 1 OF c_
r si...,.1 - .j,a.:,:;.. ;a;:_ •---'.e.c:.• '% - :.ii-: .:-..et«Go: ::ta"e:_,..s...::,i'.rv:.=:o:r;-_-..o.:...y<n _......._.. ., ..-.x,...;... .......... _ ..._....-.......
IMPORTANT INFORMATION & GENERAL NOTES (cont.) DESIGN PRESSURE RATING & FBC REQUIREMENTS
ANCHOR INSTALLATION INSTRUCTIONS
GENERAL:
5) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR
HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT
AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE
TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF
ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED.
6) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE:
a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND
b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD
DESIGNATION DRILL BIT SIZE.
7) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS.
8) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS:
NAILS, SPIKES, AND STAPLES."
9) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS):
a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE.
b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE.
c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S
DIAMETER AS REQUIRED.
10) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING
REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55.
11) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY.
12) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END
GRAIN OF WOOD.
8 WOOD SCREWS:
13) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT
OF 1" INTO THE TWO BY WOOD FRAMING.
14) SPACING OF WOOD SCREWS SHALL BE AS FOLLOWS:
a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND
b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24"
O.C. SPACING IN HEAD, SILL AND JAMBS.
NAILS:
15) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS:
a) 0.113" DIAMETER OR GREATER,
b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 7/8" INTO THE
TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8"
LENGTH OR GREATER SHALL MEET THIS REQUIREMENT),
c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND
d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES,
INC.'S NATIONAL EVALUATION REPORT, NER-272.
16) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO)
THE FOLLOWING:
a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404S37, 650111 AND 650148.
b) DURO-FAST DEFORMED SHANK NAIL NO. 325.
17) SPACING OF NAILS SHALL BE AS FOLLOWS:
a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND
b) EVENLY SPACED BETWEEN CORNER ANCHORS IN THE HEAD, SILL AND JAMBS
AND NOT EXCEEDING 7" O.C. SPACING FOR 46 PSF TO 70 PSF D.P. AND 10" O.C.
SPACING FOR D.P. TO 45 PSF.
18) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN
PRESSURES TO 70 PSF FOR WINDOW SIZES TO 73" x 71" WITH FASTENER
SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND
NEGATIVE.
19) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS.
20) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING
REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS,
MARCH 1,2002.
TWO BY WOOD
BUCK BY OTHERS
DETAIL C
2000 S.H.
JAMB <TYP.)
2000 S.H.
JAMB (TYP.)
2000 S.H.
1 X 2 7/16 X 1/8 JAMB (TYP.)
TUBE MULLION
8 X 1/2 SELF
TAPPING SMS
I SEALANT BETWEEN
WINDOW FRAME
MULLION
8 X 1-1/2 SELF
TAPPING SMS
SECTION A -A (1 )
I X 4 X 1/8
TUBE MULLION
2000 S.H.
JAMB (TYP.)
8 X 1/2 SELF
TAPPING SMS
L SEALANT BETWEEN
WINDOW FRAME
MULLION
8 X 1-1/2 SELF
TAPPING SMS
SECTION A -A (3)
1 X 2 7/16 X 3/8
TUBE MULLION 0 V , V .,
TU
8 X 1/2 SELF
TAPPING SMS
SEALANT BETWEEN
WINDOW FRAME
MULLION
8 X 1-1/2 SELF
TAPPING SMS
SECTION. -A-A (2)
8 X I
TAPPING SMSJ
1 X 4 X 3/8
TUBE MULLION
8 X 1/2 SELF
TAPPING SMS
1 1/8' MIN.
EMBEDMENT
MULLION
1/2 SELF
4G SMS
WINUUW tLANUtJ
MULLION
SECTION A -A (5)
DETAIL C
1
8 SELF TAPPING
SMS (TYP.)
r
DETAIL B 'JokELEVATION
VIEWED FROM EXTERIOR .
Ln FLOII
a N M
y
V
0 >, O3
SEALANT BETWEEN ap = u- Z
WINDOW FRAME
im _ N
MULLION Q o c
SHEATHING
INSTALLATION ANCHOR #8 WOOD
SCREW (TYP.)
EXTERNAL MULLION
INSTALLATION CLIP
APPLIES TO HEAD & SILL WHERE 1 " X 4"
2" X 4" TUBE MULLIONS ARE USED
APPLIES TO HEAD & SILL WHERE 1 " X 2"
1 X 2 7/ 16" TUBE MULLIONS ARE USED
DETAIL B
For alternate
sill profiles where
Sill Clip" is not
suitable, it is
acceptable to
use "Installation
Clip as shown in
Detail C.
SHEATHING .
14
1 _ INSTALLATION ANCHOR
8 WOOD SCREW
TYP.)
x SILL CLIP
1 1/8' MIN.
EMBEDMENT
I I WOOD FRAMING
AUXILIARY PLATE
FOR ADDITIONAL ANCHORS, WHEN REQUIRED)
0
MULL ION
INTERNATIONAL,,- INCEKXTRUJDER=S z54'0 BUT LANEfSt15Ft, • FLORIDA
TITLE: SER. 2-000 % I N r SHEET 1 OF 2
VERTICAL
i
MULLION SECTIONS.
SEEOTHER S I DE ( SHEET 2 .OF 2) FOR
DESIGN PRESSURE CAPACITIES
I
8 X 1-1/2 SELF a) v ` .-
TAPPING SMS ?,In _; g, : DRAWN --BY: M S H 'APPROVED BY: WAB-- ----- -- I
SECTION A. A (4) .-3 " I
I,_ DATE:_6 / 1 7 / 0 4 _ SCALE: N T S Dwc.: 2 V MF_I-N--_ . -: __ 3-
k
e `'.+,"'--..'"^
w —_— _ .,L ^4 eL ...•.i i k'll.: vl s a ..ry_ .
WINDOW WINDOW
CALL TIP -TO -TIP
SIZE SIZE
12 18 1/8 X 25
13 18 1/8 X 37 3
14 18 1/8 X 49 5
145 18 1/8 X 55 1
15 18 1/8 X 62
16 18 1/8 X 71
17 18 1/8 X 83
r"tJJUKL CAF'AC TIES IN
CAPACITY CAPACITY CAPACITY CAPACITY
X2 7/16X3/8 1X4X1/8 1X4X1/8
PSF
CAPACITY CAPACITY
CAPACITY
IX2 7/16X1/81X2
CAPACITY
7/16X1/81X2
CAPACITY
7/16X3/8
TUBE MULL
2-ANCHORS
TUBE MULL
4 ANCHORS TUBE MULL TUBE MULL TUBE MULL TUBE MULL
1X4X3/8
TUBE MULL
1X4X3/8 2X4X3/8
SECT. A -A 1 SECT. A -A 1
2 ANCHORS
SECT. AA 2
4 ANCHORS
A-ASECT. 2)
4 ANCHORS
SECT.I
6 ANCHORS 4 ANCHORS
TUBE. MULL
6 ANCHORS
TUBE MULL
6 ANCHORSSECT. A-A(3) SECT. A-A(4) SECT. A-A(4) SECT A-A(5)
201.83 403.67 201.83 403.67 403.67 605.50 403.67
125.78 251.57 125.78 251.57 251.57 377.36 251.57
91.61 183.23 91.61 183.23 183.23 274.84 183.23
81.45 162.91 81.45 162.91 162.91 244.36 162.91
71.88 114.89 71.88 143.77 143.77 215.66 143.77
62.15 75.75 62.15 101.39 124.30 186.46 124.30
46.95 - 46.95 52.64 62.84 105.29 133.40 1105.29
1 H2 25 1 /2 X 25 157.66 315.32 157.66 315.32 315.32
1 H3 25 1 /2 X 37 3/8 94.72 189.44 94.72 189.44 189.44
1 H4 5 1 /2 X 49 5/ 67.89 135.79 67.89 135.79 135.79
1 H45 5 1 /2 X 55 1 / 60.08 120.16 60.08 120.16 120.16
1 H5 25 1 /2 X 62 52.79 84.37.. 52.79 105.58 105.58
1 H6 25 1 /2 X 71 45.43 55.37 45.43 74.12 90.87
1 H7 25 1 /2 X 83 34.17 34.17 38.32 45.74 76.64
22 36 X 25 130 260 130 260 260
23 36 X 37 3/8 73.30 146.60 73.30 146.60 146.60
24 56 X 49 5/8 51.20 102.40 51.20 102.40 102.40
245 6 X 55 1 /4 44.97 89.94 44.97 89.94 89.94
25 36 X 62 39.24 62.72 39.24 78.49 78.49
26 36 X 71 33.54 40.88 33.54 54.72 67.09
27 36 X 83 25.06 25.06 128.10 33.55 56.21
32
33
52 1/8
52 1/8 X
X 25
37 3/8
114.92
59.01
229.84
118.02
34 52 1/8 X 49 5/19 39.25 78.51
345 2 1/8 X 55 114 34.02 68.05
35 52 1/8 X 62 29.33 46.88
36 52 1 /8 X 71 24.78 30.20
37 52 1/8 X 83 18.31 18.31
NOTES:
A) NUMBER OF' ANCHORS NOTED ARE FOR 18 WOOD SCREWS INTO WOOD FRAMINGREQUIREDATEACHENDUSING11/8' EMBEDMENT.
B) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERETHISULTIMATELOADISBASEDON1.5 X DESIGN PRESSURE PER 1707.4.5.4. USE THEOPENINGSDESIGNPRESSUREWITHOUTINCREASEFORCOMPARISIONTOTHISCHART. ' C) THE MI LLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWEROFEACHINDIVIDUALWINDOW'S LABEL RATING. ASTM E 1300 GLASS LOAD RESISTANCE ORTHELOADRATINGOFTHEMULLIONPERTHISDRAWING. WHEN CHOSING A MULLION. EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASSDESIGNPRESSURETOGOVERN.
605.50
377.36
274.84
244.36
215.66
186.46
157.94
605.50
377.36
274.84
244.36
215.66
186.46
157.94
472.98 315.32 472.98 472.98
284.17 189.44 284.17 284.17
203.68 135.79 203.68 203.68
180.24 120.16 180.24 180.24
158.37 105.58 158.37 158.37
136.31 90.87 136.31 136.31
97.10 76.64 114.96 114.96
390 260 390 390
219.91 146.60 219.91 219.91
153.60 102.40 153.60 153.60
134.91 89.94 134.91 134.91
117.73 _ 78.49 117.73 117.73
100.64 67.09 100.64 100.64
71:.2:2: 56.21 84.32 84.32
114.92 229.84 229.84 344.77 229.84 344.77 344.77
59.01 118.02 118.02 177.03 1 18.02 177.03 177.03
39.25 78.51 78.51 117.76 78.51 117.76 117.76
34.02 68.05 68.05 102.07 68.05 102.07 102.07
29.33 58.67 58.67 88.00 58.67 88.00 88.00
24.78 40.24 49.56 74.34 49.56 74.34 74.34
20.53 24.50 41.06 52.02 41.06 61.59 61.59
kFLORIDA EXTRUDERS'2540JEWETT 'LANE
SANFORD FLORIDA
DESIGN PRESSURE CAPACITIES F I N
VERTICAL MULLIONS - SER. 2000
LDR A-WN-BY: JBH APPROVED BY: WABF-/-1-7/04 SCALE: FULL DWG.: 2VMF I N PG 2