HomeMy WebLinkAbout1428 Mara Ct 11-913; WINDOWSPERMIT ADDRESS
CONTRACTOR
PHONE NUMBER
PHONE NUMBER
4AS SUBDIVISION
I,
ELECTRICAL CONTRACTOR
MECHANICAL CONTRALTO
MISCELLANEOUS CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
PERMIT # DATE
PERMIT VALUATION
SQUARE FOOTAGE
I
t7i
N4
CORINTHIAN BUILDERS. INC.
Mailing Address Physical Address
IfP.O. Box 950850 2175 MARQUETTE AVENUE
LAKE MARY, FL 32795-0850 SANFORD, FL 32773
Phone (407) 403-5658
I ............ ................... .......................................
CGC 058246 Fax (407) 322-8641
SCOPE OF WORK
Date: March 7, 2011 Revised
Address:1428 Mara Ct. Sanford, Fl 32771
1. Re -roof
2. Plumbing re -pipe
3. Remove and replace tub and shower pan.
4. Remove and replace kitchen cabinets.
5. Remove and replace A/C.
w6. Replace front door.
7. Replace tile in both shower and tub area.
8. Upgrade smoke detectors and GFCl's.
9. Remove and replace toilets.
10. Remove and replace windows.
11. Upgrade attic insulation to R30.
0 - 9 15
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Address/Phone/Email
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Address/Phone/Email
Quality Assurance Representative
Adcltess/Phone/Email
Category
Subcategory
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Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL10599
New
2007
Approved
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
siasperson@tttechnologies.us
Vivian Wright
rickw@rwbldgconsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I Evaluation Report - Harccopy Received
Wendell W, Haney
PE-54158
National Accreditation and Management Institute
12/31/2011
L,F. Schmidt, P.E.
Validation Checklist - Hardcopy Received
EL10599 RO_Q01 QERT OF INDEPEJNEWC d[
Standard
Accepted Engineering Practice
TAS 201, 202, 203
Year
2007
1994
http://www.floridabuilding.org/pr/pi--app_dtl.aspx'?param=wGEVXQwtDqtfYBJ2`/`2fN47l.,, 3/19/2010
TH E RMA TRU
ugh
TRU DOORS
1 1 r, JWDLISTRJAr. DR.. EDGERTON, OH 43SI7
TEL. (4 1 9)298-1 740
PREMIUM"& CONSTRUCTION" SERIES
STEEL DOOR
INSWING / OUTSWING
IMPAcr
GENE_P,6LIIIOTES
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code fFBC)
structural requirements including the "High Velocity Hurricane Zone'(FIVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in ine "HVHZ" this product complies wilt) section 1626 of the Florida Building Code and
does not require an impact resistant covering.
4. When used in areas outside of the "HVHZ"requifing wind borne debris protection this product
complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "Yand includes Wind Zone 4 as defined in ASTM E1996.
5. For 2x stud fromina construction, anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
6. Site conditions that deviate from the details of this drowing require, further engineering analysis by
a licensed engineer or registered architect,
7.
1Cutswing configurations using coastal oulsvving item 431 meet water infiltration requirements for
1-jVHT1
2. Inswing configurations and outsvin(:l configurations when using item #18 and item #33 do not
meet the water infiltration requirements for the "HWIT'. In3,Aiing units shall be installed only in
non-hobtable areas or at habitable locations protected by an overhang or canopy such that
the angle between the edge of canopy or overhang to sill is less than 45 decrees."
37.75"MAX.
FRAME WIDTH
36.00'MAX.
PANEL WIDTH
111MIUM"a"Cowkucuq-w' SERIES D0QR—S-
SWING
OVIFRAU
FRAME
DIMENSION
DESiC N PRESSURE fPSF)
POSITIVE NEGATIVE
INSWING
OUTSWING
L—
37.75" x 82.W
37.75" x 80.62"
47.0
50.0
LL
53.0
RY0 I
DATC 41; 7/108;
AL
s
f EXTERIOR
P y j
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DOOR -j
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pon e wpne EXTERIOR INTERIOR a a4 j
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i Locx
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PREMIUM SERIES DOOR PANEL 38 t'nd r3l8" f 1
66"
t
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WOOD HINGE SIDE STILE 3 WOOD LATCH SIDE STILE ;- BY AL 2 /(
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col"clele screrw', !of wood scre,, pe,
aOR Section 17 34.542 of the; BC
INTERIOR
10R
EXTERIOR
o 15, 1
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jTYP )
2 HORIZONTAL CROSS SECTION -
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EXTERIOR INTERIOR 8 o G , EXTERIOR
EXTEPiOR INTERIORij INTERIOR b0 / g-
1 VER71CAiCROSSSECTIONz $ 2 VERTICAL CROSS SECTION 5 inswincori n ' 40 Shownw/iy,
seb-bucksubstituting , x I F
1 concrete screws for wood screws per j,,"_/ S_
ctior, 1714,542 of the RC INTERIOR EXTER
OR P ¢ -xi,- .
icri
d0
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2 MIN. FROM r ( 2 r2"NIN fR?J EXTERIOR INTERIOR { tj MASONRY EDGE - ,—MA,SOb Y LOGE j ---- 31 z rn 60 733/
v
VERTICAL CROSS
SECTIONco to) E qfl
fs vF g co.7tavro - _ JJ i / See generol no,
9. Sheet i S / - i E fa `HVHP w
0ter ,nf if ofin otqrequirements — en 4
O
2-112?
VIN 2
3 - -s;N. F R 0 m 3 AS t . EDGE .
l---
MASONRY'DG€ __. 2-
1
Fp0 A -
2 3 t2` mu ,. PROM, YP.i -- — MASONRY EDGE -
3+— MASO?'R.Y EDGE.n 4 17f48 FYP.} SCALE A; 7
S.
3 VERTICAL CROSS SECTION5VERTICALCROSSSECTIONJn '7 comf ' :Tn owc. By At_ e see genefo nnte R.
Sheet t ,5 O is.rn9ra: o JT, sh=e? ic+c.. er: WtKN 3 re :rem j em
wo „- saidtra0rp;
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n
or',=g",'Vyj
wpte`
inf ,rlt,on rw,Mm+c Mn.: ' gJen±s reaairements cFL-1tJ599.?
r
7:77
5 z0
2 (D0
TYP. HEAD
JAMBS
SEE NOTE I
l`,A,AS0NPY
OPENINGDETAIL
SEE HINGE_,
I MASONRY
OPENING
0
FRAME
in z
2X BUCK - SEE
HINGE - 2X BUCK
DETAIL 2
SEE NOTE 2
BUCK ANCHOPINQ HINGE JAMB FRAME ANCHORING
Masonry 2X buck construction
NOTES:
I , 11-4 Eicc Concrete screws anchoring 2x buck require a minimum I " clearance to masonry edges, a V 114" n3inimun) embedment and a
miri,mun, 4' clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different
edgege cf?sfonce and center distance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum
edge distonce to mortarjorr-Its. If Concrete screw locations noted as "MIAX, ON CENTER" must be adjusted to maintain the minimum
edge distance to mortar joints, additiono! Concrete screws may be required to ensure the maximum on center dimension is not
exceeded.
2. 1/4"' ITIA1 concrete screws anchoring frame and/or sift require a minimum 2-112" clearance to masonry edges, a 1 114" minimum
embedment and a.minimum 3"clearonce to adjacent concrete screws Substitution ofequal concrete screws from a different supplier may
have different edge distance and center dishoncerecivirements. Concrete screw locations at the corners may be adjusted to moon
aln the m,nmum edges d slonce to mortarjoints, 1, Concrete screw locotrons noted as MAX ON CENTER must be adjusted to mointon the
minimum edge distonce romodof joints. additional Concrete screws may be requited to ensure the moximum on center drnemici i
is not exceeded. HINGE DETAIL I 6' STRIKE
JAMB
c) Qo
LATCH& DEADBOLTDETAIL
0 0
HINGE
DETAIL,
2 4117108 LF.
N.
T.S. Eir; AL
or: WWH
WING W.
FL— 10599,
1 L'T
6 OF
SEE HjNGE
DETAIL I
SEE
HINGE
DEW L 2
Nolt's
HINGE JAMB
z
MASONRY
OPENING
FRAME
X BUCK
6"
FRAME ANCHORING
Masonry I X buck construction
I /A ff',','conc—te screws anchoring frome and/or sill require a minimum 2-112' clearonce to masonry edges, a V 114" minimun,
embedment and o minimum 3" clearonce to adjacent concrete screws Suhstit, tional equal concrete screws from different -Supplier
rnc"; different edge J;0arice and cerrl& di5lo!ice requirements. Concrete screw locations of the corners may be od)vsted to
moinioin Pae rn,nimuom edge dotonce to inoilor joints. It Concrete screw locations noted m "MAY ON CENTER must be adjuVed to
Mlc'nirv! 1 llw minimur, Pdy? distance to mortar joints, oddifjonolConcrete screws moy be mquirecto erasure Pie mcxim;rn or, cenler
J'menu"')n es f'oi '?xk-eed&d'
y 3116,' JW C,o; ar,(J,oiing fi-ome and/or sill require minknum 2 518 cleorrince to masonry edges, c 114 ' minimum
bed-e', and 0 rninmuni 2 ? 14cle ro,ice tocqocent concfcte',cre-s unress -Wierwf5e noted by concrete screw mcnu!octurer. 0
STRIKE
JAMB SEE
NOTE
I I
0
0SEE
NOTE
LATCH &
DEADBOIT DETAIL HINGE
DETAIL I HINGE DETAIL 2 4/
17/08 LE.
N.T.S. RY:
AL sr:
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W— F—
10599,1 7 --
7 0' 8-
Blii OF MATERIALS
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ITEM DESCRIPTION MATERIAL
BUCK ' > D,55 wflrJ'
E 2X Stagy S SC > .SS— ---... - N,+D J
MAX. !14 }4iN )PACE_ WOOD
D 11d' X ?- 14 PLC{ ELC4 CC3NC.RETE SC;RE' TEE. —
E MASONRY 3,192 PSI M!N CONCRfT[ CONPJRM!NG TO ACI CONCRETE
3tJl_OR Hi7Lt(JtY BLOCK CCiNFC}RMING TO F STM C40
F 1I4" X, }-31d" PFN 1T'P/ CONCRETE St REw STEEL
G 3l16"3i(4'PfHlTCflNCREESCP,Ew -- — jTEE'L --
H ii'P! C.C?NCRrTE Si.6'Evr' STEEL
1 d" Y, 2 td °FH 'w CONCRETE SC2_EVd STEEL
J ild" X 3-3/A" PP,i i?W CONCRETE SCkEw STEEL
C 8 b; 2 i t? P H WOOD SCREW STEEL
L 10 x 2-} i2" PEH w(7pD SCREW STEEi_
1 DOOR SK'N PREMIUM STEEL S4P1E5 2dGA. {.Pi2T MIN., Fy d8,471 STEEL
lA D04R SKIN CONSTRJCT90iv STEEL SERIES 25.r,A. (OiB Mlf i., Fy [7.83J PSI MIN. STEEL
2 CPRrL wflJD
i
3 EliTCN Si#LE WOOD
HINGE aTStF —_ wooD _
5 BOTTOM FfiiL
BASF,
CC}P•hF,
5 C>L'_URCT4AN[ FOAM, i oits. DENSITY) FrJAt,T
7 ED'tiM PEACH COMPRESSION w ATHER STR'F (THERMA-TRllj FOAM
S LONG PEACH COMPRESSION WEATHER-STRIP THERMA-TP,U} FOAM
4 d" X d' HINGE .047 THK TNFP+A iP;} STt`EL
10 IQ X 3 4 PFH_wOQu SC.REt-Y NiPi E sfl FRAME)
11 PASSAGE LOCK Ks"J K T MODS' 2,}JT GRADE 2 Si -
TNRF.S E D O TSth(NG (TNEPt.A E€'L',} s3
General NoResistant Aluminum Window and
Patio S lid I n9-91qss Door Installation Details
These notes are provided to ensure proper installation of Florida Extruders Milestone Impact Resistant Aluminum Fenestration
Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing.
i FIANCE FRAME WINOOWS fil-, aT roq,ured at ach s aiE tro f,,e,- etl kI.6
tioaring shitit, rhe oiavoitvii Milotab it shire ea(k to he I
IN FAAJME llflctiows - oll" l . fo,t-e, 'ilt, laal P—,N
hill The ---1 a&ihat, 't, h- to.,-, to L,, 1/4', Apply a breId if uis vn 116 1,
oAk 1, , M- -1-0 esoi a,' the, fast—, kXah— I— hl—tlr the h- to I'
ll"o the sh'", I'll fee shtlh`.hC el"It/to TlIw!tos ffarto, bewlq V---Icert th" shim, 1,`
a' d -frameh,1— se ,re oourrd, c. h5l'
aill
SLIDING GLASS
DOORS St— ,, eq—orl at each l,,ol0zhw, ta,,erl, th k,.d L—-9 i- The --
oi aItow.Wv 'h- st"I'k to bc. I; tear; lwa—q 'hl, at ,I otuttt to pre'su'
o t,eavd :rood of plasu, ",'I ol,iq be ciftlik'N o, set m ""! 2}
V.—
ALING Gcrli-Eef FENESTRATION PltO(1,LKT ANDSUSS-rrtA,TE & SCO SEAM SEAL '-%T (S" SA.t,
leolo a GENERAL -
SEALANT n,PEE (rot ril,rk,aWe ,ell a specific blaiid or tyro is vNetrred) i. S-
1414 t W h.0 he Cl race ., it,. reC4mrocnd> ttk
35 it to at airto be -A--tal ,000Jfl_ iinll tot,
lided use. I, WINDOWS
RANCA1, FRAME ildl— 5.
w,,l - flFQt IRED l T-
c, d. a et so. 1 M o, - -_, eg,. t,vt,,,
e —il"s mount r; -d 0--cost '(—eto l,ir, other s#
A ol—l; ('01 ic"gth of 0 moopt, 2 Arrqxatfluctar ,
t alklest- ,e2E-t -i c—ply rnfh nt sea'', S-larlt A.FCOI,
4tIFN-'[)PI.),—[Y,scfar} I Use i "i'do. r.""
at head d 2 =x;."t fie, pwr"seal —
Ul,c a.tali" "(ft—ge lf r. nod to s(.' I
heads of —nalittloo fa5,t. —, F-IN FRAM( or T. U-
aant f- p—
oler
seat —ol of flange v,,,.d— fin -d to of ll,iel,
a rfalleV, Gilorh- SLTDTXG GLASS Doors All"lle slai
NOT rlFQllloh0 REo"
IRF0 orl d lK waledAh,
I, small
prt — -ant. l.Soott"t ' '" - qKt4ME%ClF6 f-
1, Lh h12NIl", doot N-9, at
head & j.rlrs a reh,od hook strip.7 1 0tw.11ir apf'k, "I"
sill o'e, 01 ., I'M of ",- of Net Seat 1—a r-- of la ,,e, _J
cic,-Ilie r111 n1 le,kll E1- to 111t.tilq far der IM
arn-d 1,ead art, -IoIfiho, 3 0- —0 a —le c,'t-
w, cf ll— , are, lweeo "to,,k St- i, TEtIiALS 3 IV 00',C
411- it
f1111
moeolVI t, Ai,ot-ol Afry 600 Tf, o, 6005 Ts. 1, C.ocm, Sc,"I eh El
et , m q C l Neil, 7 I d SC, M re't trl,
w—,A, 4 %lot,- II, d -.1rpnq t'e, st,"tP et f
5 io f 'r W-1 iw—, shotf ie,,, the gale,f Nelo Nlt 'i"d li—tI,
V, f-t—,
stazl —f tte
co C—,ol, hko'k le . 1t, (Csll:} IllIff th- -
oe,ollooth, of ASTM C10 1111X'SNIP, 11—f the El"'Id-IfId,
25ry0
a} h!K7CShG: I AVIlhel to -H alb
bticLl
le thilit 1
I2' 'fliekh— Not ml,Ildedto tritit to nominal ove, try —M Lwk e,iy, U,
Ole by ,pod Nlkoef stell be sec elf t,
th, ,:h,;t,ato Emascn. q, cont-retc of A —1J t1i"I rmg fral,ilv ti ^9 ("h—,
letabl Ito rhlt aplai"ahl". hllt prod.., 'Poo,f, drx"s Pe,4C,I0e "'Ste'
ll- fel, it, they sball t>- folo"ved. 1. If h1c
01 —A SOe-Cl. -Aotlahoil dl—wq
o()e5 it hi 4to, f lfg I of — , olty In sufftrient vosition of the b.,lfogd-rlg —
xIli or or
rere may s,— lty Orlo lay —,of t—
ki.9 to ohlltrtrhe to folMetat,
to -isdow installtitio" b Two Ity (?,Y) *oVd thIckrit; orframing;
r. Appils
to ail sfowt—1 V er( t ck,
fla—it }t the heart, I—b or s'Il al to and gieat e, that, 1 1 rh*kooss
h. TIVy shall be soc,cfy faeoisod to to"Ifer the
lead to the fra,00l-y, o—ullto or of— slurt, rIl slfbqratM per )031 FR('Seflon 1707.4C, 2004
F0C-8urhho'4, Scot ol, 1717 'i 4 -1 111111 FPC-Rllld-hal, Sectfan
R61 3.6 aodla, trio- eos;neer of " tall oppkabtc 1) Sen—'al Fast flit; 1152aeatio," 5) All .-
taltalor, fasten. —Q
be made of Col Vo —wl—
t .,A-als 0, h.1, 1, rest- t 'cae'g app'll, SeAett, fto ---It aodi, framlog
rosIte.1, %ieheo otsto— ale leed 11, wes--Po,—,,ah- hreated otic, the ,,.it sorWle, slitalf
l Lens S eu or rercxnmendrtion of faStelers —Mobil with -I-, Pfr—l—ple—eive troah—il
process used. 6) All ri-,id st,o0wo! hgVs o ire frame (if oej-,,
wd it be a, of as 5f,12' fee r. sP, rot o, totoirtq C—. it f t6,
11 1.11alet" I. a4 < IC r,xotl e,
t,,rp ,g s,-re— and 3716, diallete, co, "Itte 7) Cori ,t, Ser-5 (FV, attad-,t to le sljb, a
Shall Ix, head -Vs, errll lis, , t,d It, Shall have
a rnie;roi- ,otliraf ( 3;f6" un css 0th,,.
jS,, ehd, c. Sh'M hav , -l—lio centred —l-Tt of I t" -
to, the roo—te, —seig( " ""fet, i or lascoy -'I (Clot), —" Potf t - of ",tes, othc—sc noted
dSNP, ha,'l an 3RlY1-obR- 1,'tiIi,09 Mritd lit ',,lVo-
3S tloted - the "I"ads List' V, Uz p—Juct 5P-4. itlt.ut— I e"co'so Is d'h"d itthe
UI—Afo ''oat ll—
Viood by tostt dMd"i by 4 IT ed 'd P h hMfiY I- —tifast"ler IL If d" atAxr dwo 4wil, load
I- tvds th, rupr', re-tred l—tier
of fast"," Skle— an th, -tailaf0r, ch-o,,q, CA SNOT be dotlrearesd if 9l aloe aL.e
sh a folac is tcls tf-, Ih, ite allYsis otell;:N
th, 11M,71si M-11 all. --cfilbl, to -,ho Aoth,-,rly l-- i-
wd,cr- (AHIIM C FF c Cloe"Ict, ... e, so,+.5 = 01 scff—lt lllfh
w thaE the cr',b-—t "to
ow w-,g scAat -A F flirint- Edqv D't— W —,t, 1,afi ra 2 V, 'dge
of th" DISCLAIMER The purpose
of this installation drawing is to present the manufacturer's recommendations for anchorage [i.e.,
concrete
screws, wood screws, tapping screws and structural adhesive
sealant] to achieve the design
pressure specified or, the fenestration product as
required by the 2001 Florida
Building Code (FBC), Section 1707.4.
4. 2004 FBC-Building, Section
1714.5.4 and the 2004 FBC-
Residential, Section R613.6. Recommendations regarding flashing, sealing,
sealants or other joint sealant practices does not constitute
a warranty either expressed or
implied. NOTE ON
PE SEALING Original drawings with two
sheets (pages) are reproduced on one
sheet front and back.
When reproduced this way,
they are sealed on the first (
front) sheet only. In response to Robert Ameruso'
s inquiry to the Florida Board of
Professional Engineers, the FBPE at their meeting on June
20, 2002 responded that in such circumstances,
it is acceptable for the sealing
PE to only sign, date and seat the
front sheet of the drawing when printed
on the front and back. This was documented by letter
to Robert Amoruso dated July 31, 2002 from
the Office of the Attorney General, State of
Florida. X to c P M 0 U.
Date: 1/9/07 Scater PITS Drawn By:
RJA Checked By:
Ill Robert J. Arnoruso,
P.
E.
FL
Ucierlsc No. 49752 N
U ts
5Z 4,6
Drawing No. FLEX20300
Sheet I of 2
General Notes Drawing for Milestone Series 1000, 2000 and 3000 Impact Resistant Aluminum Window and
Patio Sliding Glass Door Installation Det- ails
8i ftrsiJ Scre,,s and TappiN (.W-C, Metal) Gcrc-5 (stir installation of dv m door frarn., fn
11Ksd ouch or -or, f--bo s,re;h.reI
a, Wood Screws & Tanpbtq Screw sh,6 be -Fiar, head whey. used wrath flange Name
Od"" -
b Wood Sueeo; ,, Tapping Sc'ew shall be 'Pan' head ,h- itl, er, train, ,rej,,,,
Wood SCIell, chalk ratiet ANSI St8.6.1 dimensvnat 'reln,,enents
il, Tapping Scrins, sha?l bieell ANSI 613,6.4 dimemoral
e. Diameter and embefteril: mall be as indicated on the inSta;ldrio, drawing.
p if wood lends to split, pre -bore hc4I, as toffo- firiah .. I Design Sccl.p-,"'Oe (I, Wcod
Construction).
i. No. 9 'Yood, sOnhY - It$' eian'ete' oqpt fros'.
No. 10 wood screw 9 ' h"d ' rl,tipicte, plat hole.
9 Wood Spews& Tanning Screw shall he Of sufficient ("rith se, that the m4lielum,
erepedrhent into the receiving substrate (rboibor tt,'x, P-r) is re"t,
h Wood Screws & Tapping Screw shag not be used for fast,,, eh,rq aih, tl, e'ra cra ke If
vxOdd,
i. Wood Screw & Tapping Screw allo,a;4b4o lateral and vatbdrawal foeds used to generate
fastening requtren=enis are based On a s;x-,15C 91ality ofa.4,' for spruce-pine-Gr (SwF}
hess othc.Yise noted,
j. Wood Scre"'s wribsti, inserts (Slie'eq Glass Door Sis L,eitallanox, ONLY)
i, Factory arot-_d inq astran fast notes ,, the sill hot used f,r, ch, a Cet e
installatson shall, be anchored with pfasahcahcher . and ir I o scme, of
stiff"Crent length to pre "de min. I in lin drne,,t into the cmceie or ma,,,".
Anthers ShZel he of a twine slMila, to those deprit,,rd Isla. rtr alhraf)fe 51,ea,
Gad$ qO75"CIthZin or equal to 297 lbs vinreate and 74 !ps orktaq
Ft"ted mastic Ancfor Plasi.-ic Pl!,Irl,
9) Net used.
Q Design ert--sure jZauogsa,,F6C Code compli&,ha,
10) The buy, shalt Order winders and ratio doors thatcellrneof the sperfir requirements baste
on the budder info"'ato", "I'lestche Pludhct StisCtficatioes, Tire Florida 6v4drxq Cobs, and
the codes M Code eneborte,its administered by focal ten ilding dera n`te'bts. To assire comll,
Ia"ce Mth the busidnq code, the buyer must knov, the st"w1val rCq.'*,bO',tS ""th regards to
pesitle a-- neq.tie de"g, Messu'es' ..to, and egress, by
Florida Extrudes far 'S Mil-StOre brand reee_sfrah, lhdfuctS 11,1,,CfeS reports
a"d installation dstails. 11)
The Milestone Seders M0, 2000 IM 3000 Impact Resistant Aj,brnb,,h ejiro,,., and path, Sjxbngi Gless
Doors b1stat4atior, instnKtieOs Comply ,it, " the (ch1cz,,,M: 3,
X,?01 FBC, Chapter 17 Seiu,s 1, 707,4.4,7 for amhOOrg 'Ins-rInts, 1707AA.2 for masonry,
concrete, C,i` sailer structural substrates and 17i)7A.4.3 for wood of appreved rra,
reg members. I),
2004 FSC-6cglomg, Lhatea 17 91<tirihs 1714,5.4,1 (or ah,hrr',hg 1711
5,4,2 for masonry, concrete or OthersLrucYu2f sut`,StlliteS ald I 714.5,1.3 for wood or
app"ed framing crerhber C,
2004 FBC Chbor', r, Sections R6116.1 to, ar,d,o-d req. xenprds' R61 3 6.2 for
masonry, Corc'Ne Of other shbcv"al st'bshcnos and P.613.6 3 for "'Crad or approved frarrurbs
members. 12"
Milestone se -le, icon, 2,000 and 3000 11"PaCt ReSeablL A Unri,htirn Windows and P,b, Sloj,, Giass
Doers Are tested and tadeled rh c,,tO,hanc, with he A
D"siqll P ssuhe (Performance Q'uq) tested rn "C-larcc vr0h tbv fotioer,o A pa _31,
arit tabe; is Placed On the hale 'Ceorrg the lestrIllernert, If the f0ollbo' 2001 FSC ',
aCV0b, 1107A, 2, 1, i. 2004
FBC-Building Section and it, 2004
FBC-Re bd0b Nil Scion R5 i.1 11. b. Applied
Loads and Gazing Vint! toea Resistance sn accordance veon, the (011o"ing. 1. 2001
FBC Section 2405.3, ii. 2004
FlIC-601ding Sedien 1714.5.2.1 & 2404, 1, M. 2004
SeM.o Pel 3,2 & P613.3.1, and fl- ASTM
EI300. c. 1,
hoact 'evstance to, operf""I P'Oietbr' tested ir 2001
FBC SeIlOh 1606,1.4, 7004 FBC-
eis1d,oq Section, 1609AA, ard ZM,4
FBC-PcslCchaI P301,2 1,2, d A
iron -permanent fabei is claced o, each ch lightI, the Mdqw or door cl"sionatmg tte type and
tha*niess Of the glam"q "eatr"q oe requirements Of the i. 20131
FBC, Section 2401. 1, i s.
2004 - M FBCSUMing, ScC,ioh 2401 1, and Ili. 2004
FSC-Resioemiz0, Seaton R30&i Gerrtil Pclormahco
Rating for fenestration as"abi, a. The
0,,e',an asse,ntty PW'0'r,aoCc, Rating "hall be cased On to, lower If rev_;,,', I- Test
report desh Pees!rUl Lased I, the lower of the h'b:tu'aL rl., hgltrati.' and water tesung "
the P'siti"C led rocat""O dhectio',; are warded on the
f-_ht fatw[ sOhotest 'eml ' 6. Glass load reslslahce
frorh ASTM F-;300 recorded On the tahel. b. GCIS thickness rhaY"
M qlWl thal, dIC test SVcY';Ma,, Per the rewrcrerts of ASTM E 1300 to meeting aripfi,
of Mn't ioadirls; ne, Note 12 h ahme i. In accordance w4f, AAMAjWDl1/
VCSA 101/1.S.2/A440-015, Section 0.2,2 rk 6,2.2, the specifier shalt snaci(Y
a design rfbSwe to allow the reanufaCurbr tG Qk17e the product to meet A-
d1o' exceed the design pressurc, requirements of the project oi the specs ' Mll '
vecify a glass typc and thick ,ems that "Iesss andlo, exceeds the doss- ".qrbe-et,
of the Project. it.. The gbis type and
thek-- rxejr;,d , no l" h, the specifier _11 netj,, 11,d with the test
specimen. 14} The wihcssvrs shall not
be,ostatiej n, arras 'b" rill applied t'ar've'sc ",'d loads exceed the atl-able design messu based
Or 13'a ab,'e 15' ; Ulh,tatiols of (.'se
The vx,odd,,,s shjq
de,ascarf.d 11 aclalcarce, -h hi,, re.iutfzlc_ 'S D'a',ings. f, Faste,-
te, Size, Type
and Spaoleg are try if,, type of t% , M the O_' e,0_ t MahulaCttnersInstaflatiodDa,ire,. C.
The vvindos and Paten
doers Inat' -1 be stalfed in areas where the applied I'd loads exceed the
ago"able oe5fq, pressure aar;od on the fello"mg (See Note 13). 1test report. design teess- zrtdjicf
it.. class load MllSt6lCC c_ecllloed
from ASTM E-130O. id, MILESTONE Series l000, 2000, and
3030 hemIct Resistant Ah-inti,,rhVAndc,- and Patio Srid,,q Gas, Door, havenot been
evafw"tod for use in High veih6tv riumahe Znne, ft-a,d and Dade Counties) a,
tie0ned in the 2001 njq,id,, goqd4ni Code, 2001 Florida Building Code-B,.vk1,,q and 2004 -
bert"'i 13,Miq Cod, and shall not be used in the HVHZ, c. MiLESTONE Series
1000, ZW', and 3060
I,ef),211 Resistant Alur,11"M kvihdows and patio id me Debris Regions as 6hsid in
the 2001 Florida 5u7(fino
Col,_ 2001 Flo,ca BuFrwe,q O's, -601(h, C - 2004 a b,d Florida BrejdibtiCode-R, ii, High Ieja<
lty f4urrhann lanes S trial O its,& ft falollard andDaciacol,,bes). Date: 1/
9/07 Scale: NTS D-"
By: RJA Checked By:
JH Drawing
No. FLEX20300 Sheet
2 of 2
One By wood
Buck Others
Note 4.c)
Sea( Between
Window Flange
Wood Buck
Note 2.0L & 2b'D
Stucco
By Others
Perimeter
Seat By
Others
Note 2.a
2 b.ii)
Frame
Height)
Perimeter
Seat By
Others
Note 20,
2.13.4)
Concrete Or
Masonry Opening
By Others
q
SeatBetween Wood
Buck & Openi
9 By Others Mcerf (Note
2,o, & 2.b,ii) 1-
1/4' Min. Embedment
1/
4' Max. Shim
Space Shin
As Req'd Note
1.0 A
VIEWED FROM A
B 7C EXTERIOR E
H,
F H ---
ELEVATION
Buck
Hei(
ht) PARTS LIST ro1Head - Flange Frame 2
Sill - Flange Frame 3
Jamb - Flange Frame 2
4
Li ftRaff -Sash Interior
5
Jamb- Sash Finish
6 G[aztng Bead By
DThers 7 Glazing - See Note (8) and (C) 8
3/16- Dia Flat Head Concrete Screw with
minimum working load in shear of 180
tbs at 1 1/4' embedment. See Note 1)
on Sheet 2 & Note 7 on Drawing FLEX20300,
with
a minimum embedment of 1-318, into "
Structural Two By Buck or Framing",
See Note (L) on Sheet 2 and B.
W. Buck
Width) One
By Wood Ruck
Others No
te 0te4.0 Shim
As Req'd Note
l,o) Seat
Between Window
Flange Wood
Buck Note
2.a & 2,b.1i) F.
W. Frame
Width) Stucco
By Others Concrete
Or SECTION B—B Masonry
Opening By
Others 1-
Min,
EmbednerFt
x
V E;
Anchor c
L—tbn Above
Anchpr
L—
u le;lm lter Belo. — Seat
ByMeeting Others
att Note
2
D .bJSeal
Between Wood
Buck Mas'
y. Opening By
Others Note
2.a & 2,b.ii) Concrete
Or --J Masonry
Opening By
Others 4,
2X6, 2X8 Wood Buck t
Others (Note 4.b, L and S) me
By Wood Buck By Others 2PTIONAL) (
Note 4.a,ii,2 & M) E
Z
X
T
0
LL
Z
Sept
between window -''Precast SM by others. Note 8 on Drawing FLEX20300, SECTION A—A—(ALT L,. I
I l ( Range &
precast silt Configurations may vary, ac)plicable to Section B=B-i-o-r instalIqlig n Date.
3/02/07 Scale:
NTS w/Vutkem 116 adhesive will, a minimum embedment of 5/8' sealant
or approved e quo 1, SECTION A —A into the "One By Wood Buck', See by with or wZo-one- by wood bucks, I D-.. Sr. RIA Note
2.b.0 Note (K) on Sheet 2 and Note 5 on Checked
Ery; JH GENERAL
NOTES Z€ Drawing FLEX20300. Robert J. Amoruso, P.E. e
DISCLAIMER:
The purpose of this FL License No. 49752 0
to 15) See Notes Drawing FLEX20300, Sheet I & 2, installation drawing is to present the A)
Milestone Selves 1000 Single Hung Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Aluminum Windows. manufacturer's recommendations for A B)
Selies 100OSingle HungWirroo,(53-1/8". 72"} tested to a Design Pressure of 50 psf with the following glazing: 0, 125' double strength annealed glass 10 .0W,' PVB intedayer 0. 125' double anchorage fie,, concrete screws, wood screws, tappingscrewsVufkemo .......... 4 14.. strengthannealedglass, and Structural Adhesive
P Series2000SingleHungWindow (53-118" x 72) tested to a Design Pressure of 55 psf with the following allowing glazing: 0.1 25"double strength annealed glass 10.090" PVB interlayer 0, 125" double or other approved equal) as
applicable) to achieve the design strength annealedglass. D) For
Fastener Location & Quantities see Sheet 2 of this drawing. See Note (H) regarding deviations. pressure specified
on the fenestration product as
required by the 2001 Florida E) Concrete
screw edge distance measured from edge of concrete/masonry/block to centerline of concrete screw must meet or exceed 2 1/4', Minimum size and embedment per Paris List. See Note (H)
regarding deviations, Building Code (
FBC), Section 1707.4.4, 2004 FBC-Building,
Section 1714,5.4 and the 2004 F) Wood
screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet Of exceed 1'. Minimum size and embedment per Parts List, See Note (H) regarding FBC-Residential, Section R613.6. deviations. Recommendationsregardingflashing, G) Not
used. sealing, sealants or other joint sealant H) Any
deviation less than the minimum requirements slated must be approved by the manufacturer or engineered by 'other' Design Professional in accordance with the applicable Building Code practices does not constitute a warranty and ProductApproval, either expressed or implied. Drawing No. FLEX21310 Sheet 1
of 2
FASTENER LOCATION TABLE (see Elevation View}
Buck Concrete Screw Location
Width Height Head Jambs
18 118 25 A,B,C D,E,F,G,H,Ifl181/8 37 3/8 A, B, C D, E, F, G, H, I
18 1/8 49 5/8 A, B, C D, E, F, G, H, I
18 1/8 55 1/4 A, B, C D, E, F, G, H, 1
18 1/8 62 A, B, C D, E, F, G, H, I
16M25
71 A, B, C D, E, F, G, H, I, J, K
1H2 25 A, B, C D, E, F, G, H, I
1H3 37 3/8 A, B, C D, E, F, G, H, [
1H4 49 5/8 A, B, C D, E, F, G, H, I
1 H45 55 1/4 A, B, C D, E, F G, H, I
1H5 62 A, B, C D, E, F, G, H, I
1H6 25 1/2 71 A, B, C D, E, F, G, H, 1, J, K
3H2 29 1/2 25 A, B, C D, E, F, G, H, I
3H3 29 1/2 37 3/8 A, B, C D, E, F, G, H, i
3H4 29 1/2 49 5/8 A, B, C D, E, F, G, H, I
3H45 29 1/2 55 1/4 A, B, C D, E, F, G, H, i
3H5 29 1/2 62 A, B, C D, E, F, G, H, 1
3H6 29 1/2 71 A, B, C D, E, F, G, H, I, J, K
22 36 25 A, B, C D, E, F, G, H, I
23 36 37 3/8 A, B, C D, E, F, G, H, I
24 36 49 5/8 A, B, C D, E, F, G, H, 1
245 36 55 1/4 A, B, C D, E, F, G, H, I
25 36 62 A, B, C D, E, F, G, H,I
26 36 71 A, B, C D, E, F, G, H, I, J, K
4 22 47 25 A, B, C D, E, F, G, H, 1
483 47 37 3/8 A, B, C D, E, F, G, H, 1
484 47 49 518 A, B, C D, E, F, G, H, I
4845 47 55 1/4 A, B, C D, E, F, G, H, I
485 47 62 A, B, C D, E, F, G, H, I
486 47 71 A, B, C D, E, F, G, H, 1, J, K
E32 52 1/8 25 A, B, C D, E, F, G, H, I
33 52 1/8 37 3/8 A, B, C D, E, F, G, H, I
52 1/8 49 5/8 A, B, C D, E, F, G, H, 1
52 1/8 55 114 A, B, C D, E, F, G, H, I4361521/8 62 A, B, C D, E, F, G, H, I
52 1/8 71 A, B, C I D, E, F, G, H, I, J, K
Frame Dimension = Buck dimension + 1 "
FF.
W.
f A B C
D
J
F.H. F
H
EEEVATIV
FASTENER INSTALLATION INSTRUCTIONS - FLEX21310
3/ 16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK:
I) Where window is installed in an opening with a non-structural one by wood buck for the head and jambs and masonry or concrete
sill, installation is as follows:
At the head and jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-I/4"
into masonry or concretes. See "Parts List' on Sheet I of this drawing for concrete screw size, embedment and load
requirements. See FLEX20300, Note 7 for additional concrete screw requirements.
At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20300 for the full length of
the Sil.
3) See fastener location table this sheet for concrete screw locations and any additional installation requirements.
K) Any remaining factory applied installation fastener hole in the head at location "B" not used for concrete screw installation per the
fastener location table shall be filled with a #8 wood screws of sufficient length to provide min. 5/8" embedment into wood buck. See
Parts List" on Sheet I of this drawing for wood screw size and embedment requirements. See FLEX20300, Note 8 for additional wood
screw requirements.
10 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A
ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B-B):
L) Where window is installed in an opening with a structural two by wood buck for the head and jambs and a masonry or concrete
sill, installation is as follows:
At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/8" min, embedment into the two by wood
buck. See "Parts List" on Sheet I of this drawing for wood screw size and embedment. See FLEX20300, Note 8 for additional
wood screw requirements.
At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20300 for the full length of
the Sil.
M) If a two by and one by wood buck are used together (See Section A -A Alternate, similar for Section B-B), then #10 wood screws
of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be
secured to the two by wood buck as required in Note 4.a.ii.2 on drawing FLEX20300.
N) #10 wood screws shall be installed at all factory applied installation fastener hole locations.
0) Wood screws shall not he used to fasten assembly into the end grain of wood.
DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
11_!L_ ' «: EXTERIOR
P) If exact window size is not listed in fastener installation table, use fastener
FASTENER LOCATIONS) quantity listed for next larger size.
Q) Installations depicted in these instructions acceptable for the design
pressures shown in Notes B & C for the window sizes shown in the table.
Design Pressures (D.P.) are positive and negative. Overall window assembly
design pressure shall be determined in accordance with Note 13 of FLEX20300.
R) Production Glazing may differ from that tested as allowed by
ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMA/WDMA/CSA 101/1.S.
2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX
20300 for further details.
S) Two by wood buck and/or framing at the head and jambs to be securely
fastened to transfer the load to the masonry, concrete or other structural
substrate per the FBC and the engineer of record's details as applicable.
T) See FLEX20300, Notes 10 to 15 for additional FBC Code Compliance.
E
K
G
C-70-
Date: 3/02107
Scake: NTS
Drawn By: R)A
Checked By:)H
Drawing No. FLEX21310
Sheet 2 of 2
Two By Wood
One By wood — Framing by Others
B.ck By Others 'Notes 4.b and N)
Note 4,a. 1 2) Seat Between
Seat Between One By Buck &
Window Flange r— Two By Framing
Wood Buck By Others
Note 2.a& 2'b'i;> / (Note 2.a & 2.b.ii)
1-3/8' Min,
Embedment
1-1/4- Max.
Shim Space
Stuccl,
By Others Shim As Req'cl
Note I a)
Perimeter
Seat
By Others
Note 2.0
2,10.0
Frame 7
Height I
F.H..) Buck
4 Heigh
Seat Between Window [LD (B.H.)
Flange It. Wood Buck
W/Vutkem 116 Adhesive
Sealant, Or Aprv'd, Eat.
Note 2.b,i>
Perimeter
Seat Shim As Req'cl
By Others Note I.Q>
Note 2.a & 2,bi0
Shim Space
1-3/8' MIN.
EMBEDMENT
Two By Wood
Framing by Others
Note 4.b and N) One By Wood Buck
By Others (Buck must
Silt Pan Flashing be structurally attached
Recommended to the Two By Wood
Framing, (Note 4,,ILI & L>
CAULK BETWEEN
ONE BY BUCK &
TWO BY FRAMING
W/ VULKEM 116 ADHESIVE
CAULK, OR APPROVED EQUAL
Note 2.b.1)
SECTION A -A
GENERAL NOTES
1 to 15) See Gen"""" Olawing FLEX20300, Sheet I & 2,
At Milestone Series 10W Sir,* H-9 Afmn— Window is
00— At- -PPficabie to Milestone Series 21100 single Hung
Alurra— It6odows,
8) See-- IWO Single Hung Wdow (53-I18'. T2) tested 1.
Design press— of S(; psf with the following glzfirf: 0A25'
d.,tk, strength -orn*.Id glass I 0,09T PV13 wt-byef 10, 125'
double strength annealed glass.
C) Series 20M single Hung Who" (53-1/8'x 72') tested to a
Design Pressure of 55 PSI with the folkrmng gfizing: 0, 125'
double strength annealed glass 10,090' PVB inferlayer t 0, 125'
doubt. strength, annealed glass
D) For Fastener installation Reqinereents, — notes H ov. L
of this drawing. See Note (F) regarding devitfiern,
E) Wood or tapping screw edge distance -ned I— edge
of "ond to osotedne of wood or tapping screw must meet or
exceed 1" Minimum size and ernbed—ot Per Paris List, See
Note (F),.gnsimg; deviations,
F) Any deviation less than the minin-m requiterennts stated
must be 3PPr--d PY the manufacture, or ogmeerecl by -other0--ig. Professional to accordance with the appicabd, aw'ding
Code and Product Approval,
G) Not Used.
H) 9 10 wood screws of sufficrent length to achieve 1-3(8" own.
embedment into the structural framing cornporwats, at the head
and jarnbe as follows:
a) finente on one by wood buck attached to strwtural two by
wood framing (shown) per 'tote 4a.d.2,
b) frame on two bY wood buck structurally attached to
struc"al two by wood framing (not shown) per Note 4.b.0,
C) frame on structural two by wood frarr4ng (
1) 910 wood screws shall be instaked at all factory applied
mt.ffafion fast— role fc,.taos in the frame. 3)
Wood screws, shall not be used to fasten assembly into the d
grain of wood- c) "
rame SO will be sealed wfth Vulkers 116 or apprtre,'d equal in
accordance with " 2b.j. L)
One by wood puck at sM M2!Lbe stnxt,,alry arnid,,,i to the two
by -00d fni-N as felfcws !nstaff a -- of three (3) 0
10 wood screws of sufficient to gbh to achieve 1-3/8- nin. embedronot
into the structural framing coroporeors at a locatoon 4-
1/2" (./- 1") from each end of the window sArs frame and at a location
at the dedp=t (+/. 1`) aferig the wmdow says width. DESIGN
PRESSURE RATING& FBC CODE fOMPLiANfi M)
If enact window size is not listed in falutnm installation table,
use fastener qwinuty listed for no,t large, sec. N)
Installations depicted in these instructions, acceptable for the design
Pressures shorwo in Notes 6 & C for the Window sizes shown
in the table- Design pressures (D.P.) are positive and negative.
Overall window asserobit, design "sure sham be determined
in accordance with Note 13 of R.E)(20300, 0)
Production Glazing may differ front that tested as allowed try ANSI/
AAMA/NVVWDA 101/1s. 2, 10I/I.S. 2/NAFS or AA"
WD"A/C-cA 101/1 S. 2/040 and applicable Building Code. See
Note 12 and 13 on Drawing R-EY 20300 for further details. P)
Two bY wood buck arclor framing at the head and jernbs to be
scCundy fastened to transfer the load to the --y, concrete
or otht, structural substrate per the F13r avd the engineer
of neoxes details as Q)
See Rf)(20300, Notes 10 to 15 to, aftonl FSC Cole C.,
eptiance. Buck
Width B.
W.> One
By Wood Buck
by Others NOTE
4,a.ii2) Shim
AS Req'cl (Note 1..) Seat
Between Below
Perimeter
P*e fr MetWindow
Flange Seat Wood
Buck By Others Note
2.a & 2,bJD Note 2.a & 2.b.ii) F.
W,) U Two By Wood
Frame
Width Seat Between Framing
OneByBuckh" Others byOthersTwoByFramingBy
Others Note
4.b and N) Stucco
Note
2.c, & 2.b,li) By
others DISCLAIMER:
The purpose of this installation drawing is to Present
the manufacturees recommendations for anchorage i.
e., wood screws, tapping screws and Vulkem Structural Adhesive (
or other approved equal) as applicable] to achieve the
design pressure specified on the fenestration product as required
by the 200I Florida Building Code (F8Q, Section 1707,
4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 FBC-
Residential, Section R613,6. Recommendations regarding flashing,
scaling, sealants or other joint sealant practices does not
constitute a warranty either expressed at implied. WV,
A
A
C
D
W.
N. F Z- H
ELEVATION
A PARTS
LIST 1
Head - Flange Frame 2
Sitll`tancte Frame 3
Jamb - Flange Frame 4
Lift Rail - Sash 5
Jamb - Sash 6
Glazing Bead 7
Glazing - See Note (B) and (C) 8 #
10 Flat Head Wood or TaDoina Screw VIEWED
FROM
EXTERIOR
with
a minimum embedment of 1-318' into "
Structural Two By Buck or Framing' .
See Note (N) on this drawing
and Note 8 on Drawing FLEX20300
E
To
be used for instaliations
up to 50 K
B PSF (Series 1000) and 55
PSF (Series 2000) G
Design Pressure using 10
Wood Screws in all
factory supplied installation
holes in the
frorne (Locoflons A
thru K as applicable),
Sill to be secured
as Shown. Date:
3/02/07 Scate:
NTS Drawn
By: RJA Checked
By: 3H Robert
J. Arnglrusci, P.E. FL
License No. 49752 WIQL4
I)!
Drawing
No. FLEX21311 Sheet
1 of 1
SEAL BETWEEN
WINDOW FIN &
SHEATHING
Note 2.a & 2,c1D
STUCCO
BY OTHERS
SHEATHING
BY OTHERS
PERIMETER
SEAL
BY OTHERS
Note 2.a & 2.c.ii)
FRAME HEIGHT (F.H,)
BUCK HEIGHT (B.H.)
I' MIN. EMBEDMENT
FRAME WIDTH (F.W.) 1/4' MAX.
Wood Screw) BUCK WIDTH (B,W.) SHIM SPACE
TWO BY WOOD SHIM AS REQ'D,
TWO BY WOOD
BY OTHERS Note !J.) BY OTHERS
Note 4.b7
X/k/ (
Note 4 b)
SHIM AS REGID. 5
Note Lb) 6
1' MIN. EMBEDMENT
Wood Screw) 4114' MAX, j SHEATHING
SHIM SPACE BY OTHERS
SEAL SEAL BETWEEN
WINDOW FINWINDOWI 'DO
PERIMETER PERIMETERER SHEATHING SHEATHING
9 8
SEAL Note Note 2.o & 2.c,10
RBYOTHERS
Note 2.o & 2.c.0 STUCCO BY OTHERS
SECTION B-B
DISCLAIMER: The purpose of this installation drawing is to present the manufacturer's recommendations
for anchorage [i.e., wood screws or tapping screws to achieve the design pressure specified an the
fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4, 2004
FBC-Building, Section 1714.5.4 and the 2004 FOC-Residential, Section R613.6. Recornmendabons
regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either
expressed or implied.
7 GENERAL NOTES
11 to 15) See General Notes Drawing FLEX20300, Sheet I & 2.
A) Milestone Series 1000 Single Hung Aluminum Window is shown. Also applicable to
Milestone Series 2000 Single Hung Aluminum Windows,
13) Series 1000 Single Hung Window (52-1/8' x 71") tested to a Design Pressure of 50 psf
with the following glazing: 0. 125" double strength annealed glass 10,090' PVB interlayer I
0. 125" double strength annealed glass.
C) Series 2000 Single Hung Window (52-1/8" x 71") tested to a Design Pressure of 55 psf
PERIMETER with the following glazing: 0. 125" double strength annealed glass 10.090" PV6 intedayer I
SEAL 0, 125" double strength annealed glass.
BY OTHERS INTERIOR (D) For Fastener Quantities and Spacing see Sheet 2 of this drawing, See Note (H )
o (Note 2& 2,c!;, FINISH By regarding deviations.
OTHERS (E) Wood screw withdrawal values used to generate the fastening requirements are based
on Spruce -Pine -Fur with a Specific Gravity of 0.50, See Note (H) regarding deviations,
F) Wood or tapping screw edge distance measured from edge of wood to centerfine of
wood or tapping screw must meet or exceed 1'. Minimum size and embedment per Parts
List, See Note (H) regarding deviations,
G) Not Used.
H) Any deviation less than the minimum requirements stated must be approved by the
manufacturer or engineered by "other' Design Professional in accordance with the
STUCCO t applicable Building Code and Product Approval.
BY OTHERS 1) Aft field supplied holes in the frame (if required) will be 3116" in diameter for #8 wood
SEAL BETWEEN TWO BY WOOD screws. 32 '
SHEATHINGWINDOWFill —ZNG j OTHERSBYOTHERS (J) Not Used.
Note 4.1*) SHEATHING BY OTHERS
Note 2o & 2.C.0
SECTION A -A I' MIN. EMBEDMENT
Wood Screw)
cente '" 0 onefi'r
Fastener Ref.
DETAIL A
Dimpled Area on
Attachr,rent Attachment Fin
Fin j
Wood Screw Head must be in full
contact with Attachment Fin.
Centerline of fastener shall be
approximately 9/32" from edge of
Attachment Fin.
FASTENER LNSTALLATION 21320
8 WOOD SCREWS:
K) See Sheet 2 for #8 Wood Screw installation fastener chart.
L) #6 Wood Screw must be of sufficient length to achieve minimum
embedment of I" into the two by wood framing.
M) See Detail "A" for approximate location of the wood screw on the
attachment fin.
N) Wood screws shall not be used to fasten assembly into end grain of
wood.
PARTS LIST
1 Head - FinFrame
2 S fffl`in Frame
3 Lamtr - Fin Frame
4 Lift Ralf - Sash
5 Jamb - Sash
6 Gl:a zBead
7 G lazin - See Note (B) and (C)
8 #8 Pan Head Wood or TaDpirro Screw
with a minimum embedment of V into
the structural wood substrate, See Note
K) & Detail A an this drawing and Note
4,b & 8 on Drawing FLEX20300
Date: 3/02/07
Scale: NTS
Drawn By: RJA
Checked By: JH
Robert 3. Amorusci, P.E.
F1. Licfhw No. 49752
A
0, .............
OGE
Np 49
rJ
Drawing No. FLEX21320
Sheet 1 of 2
No. 8 Wood and Tori,,ing Screw Fastener Location
commoexy
Width Eh I Es C..Wdt- of 14-d R Sill fy-V—i W11.11.6— D.,
25 V2 A 2
28 /2 2
36
dt A ea
47 a
i
es
52 118 4 Yes f
Height Et Lf I L2 L3 Eb I lniiilflada Dwg,
15 L112 W 21 VS 718 2- 2
37 3/8 1 to 17 111 371S 2
IS 2
55 114 1 ff2 IV. 29 94 51315 37/8A 2
2 SIS M6 3 718 2
71 1 V2 7-- 6 NS 4-- I 5 8 iT- Vii I. 3710 II
IModular —
Width Ell I Fs Ce"lirdine of Head& Sill (VeVnal In9alla8on OW9.
23 112 4 2
27 112 4 2
LI 112_
35 112
4
12 V2.
47 1/2
4
4
yes
yes
t
t
M,?ight Et Ll I L2 L3 Eb 1.,liIill.fi— D.9.
27 1i2 11f2 Na 15NIi 23 !!S
3512 4ir2 Na f93S I SM 718 2
43 112 tt2 Ma 23 ?6 39 5J8
47 V2 1 li2 W. 2k 318 435e
37,S
3719 2
51 V2 L V2 Na 2718 4_7516 3 713 2 59
1t2 71
V2 I V2 19118 43 VIT 67 5,S 3 7e8 2
I
Fostener--
Location Table NotELq:, S.
6- 2006 C.—
My Width
Eh IF, I C—liedi- of P-d & Sill D., 16
I's Ts —
172 4
2 79,
112 36
T—
4
4
4
Y. 2
2--
t
4
y- 1 77--
4 S2
Y-
VS
4 Yes S J-%
fgm Et Ll L2 L3 Eb 25
2 7
IV.
14 V2 20 V2 4 V2 2 V
Z4
5/6— - 2 rd- 2Q
2 Ili
7i- 33—
a5
If2
4
12— 2
2
55
114— 2 1,; 29 112 51 4 172-- 62
71--
2
Iz6
16
32 111 V2 4 172— 2-- a—,
4 66 itz-4W, IModular — — — — — --
I Widtf.
0, 1 ft Ceral.. of Head & sill (yesfnoj Inshlla5an Dwg. 23
112 4 27
112 4 0 2 31
112 31
Vi 4
4
4
q
Y-
2
C
V2 4 yes t Ight
I Et Ll 1-2— L3 Eb V
1t2 2 IV. 15 112 23 4 r2 2 7—
T i
Na
9-
112 31 4 V2 4-
111 2
47-
2 r(. 25-2 4-3-- 4-2 51
112 2 IV. 27 i2 aT— 4 '2— 2 77-
21)
All dimensions shown taken from the buck width or height of the window frame, 2)
Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to
determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. I or No. 2
illustrations at right. The applicable installation illustration is noted in the table. 3)
Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + 4)
An installation fastener is only required at the centertine of the head and sill when indicated in the table
as "yes". if "no", on installation Easterner is not required at the centerline of the head and sill. RESIGN
PRESSURE RATING & FBC
CODE COMPLIANCE 0)
If exact window size is not listed
in fastener location table,
use fastener [orations listed
for next larger size. P)
Installations depicted in these instructions
acceptable for the
design pressures shown in
Notes B & C for the window
sizes shown in the table.
Design Pressures D.
P.) are positive and negative.
Overall window assembly
design pressure shall
be determined in accordance
with Note 13 of FLEX20300.
0)
Production Glazing may differ from
that tested as allowed by
ANSI/AAMAINWWDA 101A.
S, 2, 101A.S. 2/NAFS or
AAMAIWDMA/CSA 101/
l.& 2IA440 and applicable
Building Code. See
Note 12 and 13 on Drawing
FLEX 20300 for further
details. R)
Structural two by wood buck and/
or framing at the head, sill
and iambs to be securely fastened
to transfer the load to
the wood structural substrate
per the FBC and the
engineer of records details
as applicable. S)
See FLEX20300, Notes 10 to 15
for additional FBC Code Compliance.
Buck &
rralne
Center-
Ur,e vdth Of
Heaci Et
tBuck
FrameL
Height
Centertine
or
sill L2
Window
Ciy, AQpfi abii 31-
1/2' to 52-1/6' Wide at Head & Sill or -
59_
1/2, to 71' High at .iambs Bu(
Fr
He
Buck &
Frame
jtj
10N No to
31-1/2' Vide at Head & Sill or
to
59-1/2' High at Jambs L3
Dilt.:
3/02/07 sc.
11c, Nrs Drawn
Sy: RSA Checked
By: ]iH Drawing
No. FLEX21320 Sheet
2 of 2
One By Wood
Buck By Others 9
Structural
Note4.aJ
11 1
Build Dow,
and 4.dJi,2) By Others Sheathing (
TYP.) (Note
R) By
Others Sea(
Between Vi,
00. Flange 1-
3/8 Min. Embedment&
Wood
Buck Note
2.a & 2'lcii) 1
4' Max. Shim
F"m Space Stucco
By
Others Shin As Rect'd, Note
La> Perimeter
Seat
By Others
J Note
2.a 2
laii) F.
H. Frame
Height)
B.H. Buck
ro
Heil ht) Perimeter
1 SeatByOthers
Note
2.a2.a"10
2.Ji) 37 S?
Seat
between window ---' Precast SM by others, flange &
precast silt Configurations may vary, w1vulke,
116 adhesive sealant
or approved " quat, SECTapprovedN A —A Note
2,lai) VIEWED
F.W. A
C A
FROM A
6
C
EXTERIORA -
E C,
D -
E D F.
H. F.H. J- B K B F
G H
L F
H ---
I Lz FULL
RAE, us s,,0, L A
ELEVATION A ---J RADHALF IUSSHTWN' RH
EIPPOSITE B.
W. Buck
Width) One
By Wood Buck
Others Note
4.a) Min.
Emb. 2X4
2x6' 2X8 Wood Buck (Note I a) 5
By6ther (Note 4.b & R) 6 Concrete
one By Wood Buck By others Masonry
r (OPTIONAL) (Note 4,a.ii.2) Wood
Opening By
Others 7 SECTION
A—A- Also li
le to Se tinn R-Pt f— 3 Seat
Between D;..Window
bywithorw "on Lo-one_by wood bucks. Window Flange Wood
Buck Note
2.a it, 2.bJi) F.
W. Frame
Width) Stucco
By Others PARTS
LIST 1
Head - Flange Frame 2
ai I - Flange Frame 3
Jamb - Flange Frame 4
Lift Rail - Sash 5
Jamb - Sash 6
gta!zing Bead 7
2!azfn - See Note (6) and (C) 8
3/16LOia- Flat Head Concrete Screw with minimum working load
in shear of 180 lbs at 1 1/4" embedment. See Note (()on this
drawing and Note 7 on Drawing FLEX20300. 9 #
10 Flat Head Wood or Tin— .1;— with a minimum embedment
of 1-3/8' into "Structural Two By Buck or Framing".
See Note (K) on this drawing and Note 8 on Drawing
FLEX20300. GENERAL
NOTES 1-
1/4' Hon. Embedment
Above
N
Alch— -
1 --
ri,eter L—n— TBet.. Seat
By ting Others
lz.K, Note
2.a 7s""
ot Between Wood
Buck Mas ,
y. Opening By
Others Note
2,a & 2.b,i;) Concrete
Or --J Masonry
Opening By
Others DISCLAIMER:
The purpose of this installation drawing is to present the manufacturer'
s recommendations for anchorage (i.e., concrete screws, wood screws,
tapping screws and Vulkem Structural Adhesive (or other approved equal)
as applicable] to achieve the design pressure specified on the fenestration
product as required by the 2001 Florida Building Code (FBC), Section
1707.4.4, 2004 FBC-Ruildirg, Section 1714.5.4 and the 2004 FBC-
Residential, Section R613.6. Recommendations regarding flashing, seating,
sealants or other joint sealant practices does not constitute a warranty
either expressed or implied. Date:
3102/07 Scittei
14TS Drinim
By: RSA Checked
By: JH I
to IS) See General Notes Drawing FLEX20300, Sheet I & 2. A)
Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 2000 Single
Hung Radius Head Aluminum Windows. B)
Series 1000 Single Hung Window (53-118" x 72') tested to a Design Pressure of 50 psi with the following glazing: 0. 125" double
strength annealed glass / 0,090" PVB imedayer 10,125" double strength annealed glass. C)
Series 2000 Single Hung Window (521-1 /8' x 72') tested to a Design Pressure of 55 psf with the following glazing 0. 125' double
strength annealed glass / 0,090' PVB interlayer 10. 125" double strength annealed glass. D)
For Fastener Location & Quantities see Sheet I & 2 of this drawing respectively. See Note (H) regarding deviations, E)
Concrete screw edge distance measured from edge of concrete/masonrylblock to oemerline of concrete screw must meet or exceed
2 V41". Minimum size and embedment per Parts List. See Note (H) regarding deviations. F)
Wood or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed
1'. Minimum size and embedment per Parts List, See Note (H) regarding deviations. G)
Not used. H)
Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other" Design
Professional in accordance with the applicable Building Code and Product Approval. Robert
3. Amoroso, P.E. FL
License No. 49752 Drawing
No. FLEX22310 Sheet
I of 2
I /
i\\ FASTENER LOCATION TABLE (see Elevation View Sheet 1
Size Width aand He Fastener Screw Location
Width
Height(FullI Height(Haff Head JJambs (No.10WSorConcreteSeries
Code
Radius) Radius) No. 10 WS) I Screw)
19 116 26 I'Vie 26 5116 A, 6, C D, E, F, G, H, i
I 00cf2oGo 13 1-9 178- 39 3116 c _11/16 A B, C---a- G, H, I
IOFGf200ti 14 19 1/8 51 711 5215116 A 6, C
FF,
F G H, I
IOC6?2000 145
is
19 - 1/8 7 1/165 9116 6, C
M2000 16 -19
9 1/8-
V8
63 13M6 65 5/16 AB, c F. G, H, I
TO 72 72 A -BC D„ E. F, G, H, ( J, K
1Gf7@`2000 1 H2 26 112 27 7/16 29 C O, E, F G H i
I I H3 16 112 3913116 4115/16 A 6, C 0, E, F, G, H, I
1000120W 1H4 26 42 52 1/16 54 31161 A, 8, C 0, E, F, G, H, I
100012000 7 H45 26 12 5711116 5913116 K B, C D,-E, F, G, H T
t_H5 26-12 54 7/16 66 ,2L16 A _B_ -c E F G
1 0=2000 1 W 26 112 72 72 A, B, C
R
D. E, F, G, H, L J, K
101G?000 31-2 30 lq_ 27 7- 30 111 A B C D, E, F G H I
50_0<"2009_ 3143 30112 4013196 42 29/48 A, 6, C E F, G, H, I
3114 W V2 K 37(% 54 41148 A 6, C 0, E, F, G, H, t
10022000 LH4530 1/2 58 1 60 2N48 A 6, C D, E, F, G, H, I 10-
W220- 3t5 22-12- 6473/% 67 1 V48 A. 6, C D, E, F, G, H, I 11+,
1 30 12 72 72 A, B, C I D, E, F, G. H, 1, J, K 2
37 28 5116 31 5/16 A, B, C D, E, F, C. H, I 3
7 011/16 r 4311/16 A, a. E, F, I L H, I 1
SM 6 55 15116 61
4
6 C E F G, H, I 45
58 9/16 9/16 A 6, C E, F, G, H 1 5116
6 5/16 13 C N0, E, F G H, 1 1OW120M
26 37 72 72 B C D. E, F, G, H, 1, J, K 100n
qq 8L_ 29 7132 33 714 A 6 C D, E. F, G. H, I 1nq9L0 483 _
41_19/L2 45 2 - P B C E, F G H 4 413_
53 27/32 5737148 D, E, F, G, H, I 100012000 L
5 S L8915/32 319/48 6. C E, F, G H. I 1000l2_000
465 48 66 7132 70 7148 A 6, C 1) E. F G. 14, 1 10=2000
486 48 72 72 A, 8, C 0, E, F, G. H, t J, K 3253 1fil
2921/32 34 A 6, C 0, E. F, G, H, 1 13 13
1/8 42 V32 46 318 A, 13, C D, E, F, G, 14, 1 54 9132
58 9, C D, E, F, 9 2332
114 _f_ E. F. G, H 1__i0002 1.
35 53 1/8 6621/32 71 A, B C_ D, E, F, G, H, I iEi 53
118 72 72 A 8, C D E, F, G, H t7i, K' FASTENER LOCATION
TABLE NOTES: 1. This
chart and Notes 1, J, K. I. L, M and N for use when Radius Head Flange Window is
instolied in opening with the following attributes: a. Wood
Structural Build -Down at Head, and b. Masonry/
Concrete Substrate and One -By Wood Buck at Jambs. 2. install
Radius Head Range Window using #10 Wood Screws with a 1-3/8' minimum embedment
into 'he structural wood substrate in accordance with Notes K to
N in an opening with the following attributes. G. Wood
Structural Build -Down at Head, b. Optional
Structural Two By Buck is installed ct the head or iambs, and C. Optional
One By Wood Buck is installed at the head or iambs, 3 See
Note R regarding structural framing requirements, 4. See.
Sheet I for Fastener Location Diagrams. FASTENER INSTALLATION
INSTRUCTIONS - FLEX22310 3/16"
DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK. E 1)
Where
window is installed in an opening with a non-structural one by wood buck for the iambs and masonry or concrete sill, installation is as
follows: Z 1)
At
the jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-1/4" into masonry Or concrete.
See "Parts List" on Sheet I of this drawing for concrete screw size, embedment and load requirements. See FLEX20300, Note
7 for additional concrete screw requirements. X 3: 2)
At
the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.i on FLEX W 7
Q 20300. M
0)
See
fastener installation table on this sheet for concrete screw locations in iambs and additional installation requirements, 0 10 WOOD
SCREW WITH (1) STRUCTURAL BUILD -DOWN FOR RADIUS HEAD, (2) OPTIONAL STRUCTURAL TWO BY WOOD BUCK AND (
3) OPTIONAL ONE BY WOOD BUCK AT HEAD AND/OR IAMBS (SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION FOR
HEAD, SIMILAR FOR SECTION B-B AT 3AMB)- K) Where
window is installed in an opening with a (1) structural build -down far radius head, (2) optional structural two by wood buck and Zsl 9
EE 8
3) optional
one by wood buck at head and/or jambs, installation is as follows: woo 1}For
structural build -down at the head and/or two by wood buck at the head and/or jambs as applicable, use # 10 wood screws 6 of sufficient
length to achieve 1-3/8" min. embedment into the two by wood buck and/or or structural build -down. See "Parts r S List" on
Sheet 1 of this drawing for wood screw size and embedment. See FLEX20300, Note 8 for additional wood screw X requirements. le
2)
For
one by wood buck used in conjunction with a structural two by wood buck at the head and/or jambs as applicable use #10 F wood screws
of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck. See "Parts List" on Sheet I of this drawing
for wood screw size and embedment. See FLEX20300, Note 8 for additional wood screw requirements. 3) At
the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.i on FLEX 20300. L)
If
a two by and one by wood buck are used together (see Section A -A Alternate, similar for Section B-B), then #10 wood screws of sufficient length
to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be secured to the two
by wood buck as required in Note 4.a.4.2 on drawing FLEX20300. M) # 10
wood screws shall be installed at all factory applied installation fastener hole locations when, applicable. Z N) Wood
screws shall not be used to fasten assembly into the end grain of wood. AA DESIGN
PRESSURE
RATING & FBC CODE COMPLIANCE 0) If
exact window size is not listed in fastener installation table, use fastener locations listed for next larger size. P) installations
depicted in these instructions acceptable for the design pressures shown in Notes 6 & C for the window sizes shown in the table. Design
Pressures (D.P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with Date: 3/
02/07 Scale: NTS
Note 13
of FLEX20300. Q) Production
Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/1,S, 2, 10I/I.S. 2/NAFS or AAMA/WDMA/CSA Drawn By: RJA 101/1,
S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. Checked Sin Ji4 R) Structural
build -down at head, two by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the masonry,
concrete or other structural substrate per the FBC and the engineer of record's details as applicable. S) See
FLEX20300, Notes 10 to 15 for additional FBC Code Compliance. Drawing No.
FLEX22310 Sheet 2
of 2
SEAL BETWEEN SHEATHING
WINDOW FIN & BY OTHERS
SHEATHING
Note 2,c, & 2.C'i0'
STUCCO
BY OTHERS
PERIMETER
SEAL
BY OTHERS
Note 2'a & 2.C40
FRAME HEIGHT (F.H.)
BUCK HEIGHT (B.HJ
C,
PERIMETER
SEAL
BY OTHERS
Note 2.o & 2,c.ii)
3
STRUCTURAL
au BUILD DOWN
BY OTHERS
0Si(Notea1 4.b)
0
7 )T
SHIM AS REQ'D,
Note 1,b)
1/4' MAX.
SHIM SPACE
GENERAL NOTES
I to 15) See General Notes Drawing FLEX20300, Sheet I & 2.
A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 1500 and 20M Single Hung Radius Head Aluminum.
Windows.
B) Series IWO Single Hung Window x 71") tested to a Design Pressure of 50 psf with the following glazing: o,1251, double strength annealed glass / O.M" PV8
intedayer / 0. 125' double strength annealed glass.
C) Series 2000 Single Hung Wiric.,xv (52-1/8' x 7 1") tested to, a Design Pressure of 55 psf with the following glazing: 0.125" double strength annealed glass / 0,090' Pv3
interfayer / 0.125' double strength annealed glass.
D) For Fastener Quantities and Spacing see Sheet 2 of this drawing. See Note (H) regarding deviations,
E) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce -Pine -Fur with a Specific Gravity of 0.50. See Note (H) regarding
deviations.
F) Wood or tapping screw edge distance measured from edge of wood to oenterine of wood or tapping screw must meet or exceed 1". Minimum size and embedment
per Parts List. See Note (H) regarding deviations.
G) Not used.
H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other" Design Professional In accordance with
the applicable Building Code and Product Approval.
1) AN field supplied holes in the frame (if required) will be 3/16" in diameter for 98 wood screws.
3) Not Used.
FASTENER INSTALLATION INSTRUCTIONS - FLEX22320
98 WOOD SCREWS:
K) See sheets 3 & 4 for #8 Wood Screw Installation fastener chart
L) #8 Wood Screw must be of sufficient length to achieve minimum
INTERIOR embedment of I" into the two by wood framing,
FINISH BY M) See Detail "A" for approximate location of the wood screw on the
OTHERS attachment fin.
N) Wood screws shall not be used to fasten assembly into end grain of
wood.
STUCCO
BY OTHERS 77
SEAL BETWEEN Z Im
N TWO BY WOOD
INWINDOWFIN BY OTHERS
H 1 N C, SHEATHINGSHEATHING (Note 4,b) SHEATHING
Note 2.c, & 2,c.zi) BY OTHERS
FRAME WIDTH (F,W.) 1/4' MAX,
BUCK WIDTH SHIM SPACE
BY
SHIM AS RES'D.
TWO
BY HWOOD
Note
I't)) (NOTHERS Nate
4.
1o) @6LJ V
MIN,
EMBEDMENT Wood Screw)
SHEATHING BY
OTHERS
ll_/ SEAL
BETWEEN PERIMETER WINDOW
FIN SEAL 9
8 SHEATHING BY
OTHERS (
Note 2.a & 2.c.0 Note 2,
a P. 2.c.0 STUCCO BY
OTHERS SECTION B-
B DESZGN PRESSURE
RATING & FBC CODE COMPLIANCE 0) If
exact window size is not listed in fastener location table, use fastener locations
listed for next larger size. P) Installations
depicted in these instructions acceptable for the design pressures shown
in Notes B & C for the window sizes shown in the table- Design
Pressures (D.P.) are Positive and negative. Overall window assembly
design pressure shall be determined in accordance with Note
13 of FLEX20300, Q) Production
Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA
10111S. 2, 101/1,S. ZNAPS or AAMArWDMAICSA 101/
l.S. 2/A440 and applicable Building Code. See Note 12
and 13 on Drawing FLEX 20300 for further details. R) 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 erigineer of record's details as applicable.
S) See
FLEX20300, Notes 10 to IS for additional FBC Code Compliance. DISCLAIMER: The
purpose of this installation drawing is to present the
manufacturer's recommendations for anchorage (Le., wood screws
or tapping screws to achieve the design pressure specified on
the fenestration product as required by the 2001 Florida Building Code (
FBC), Section 1707.4.4, 2004 FBC-Building, Section 1714.5.
4 and the 2004 FBC-Residential, Section R613.6. Recommendations regarding
flashing, sealing, sealants or other "rit sealant practices
does not constitute a warranty either expressed or implied. CenterGre
of
Fastener" Ref.
DETAIL A
Dimpled Area
on Attachment Attachment
Fin L F
i -
n_J_ WoodScrew
Head must be in full contact with
Attachment Fin. Centerline of
fastener shall be approximately 9/
32" from edge of Attachment Fin,
PARTS LIST
DETAIL A mean - t-
mr-rame Sill - Fin
Frame Jamb - Fin
Frame Lift Raul -
Sash Jamb - Sash
Glazing Bead -
Rigid Vinyl Glazing - See
Note (6) and (C) 8 Pan
Head Wood or Tapping Screw with a minimum embedment
of I' into the structural wood substrate. See
Note (K) and Detail A on this drawing and
Note 4.b & 9 on Drawing FLEX20300. Date:
3/
02/07 Scale: ITS
Drawn Sr. ;
UA Checked By:)
H Robert]. Amonew,
P.E. FL License
No. 49752 NA 4
4040 Drawing No.
FLEX22320 Sheet I
of 4
Buck &
Frame
Width
Buck &
Frame Eh
Width Eh11-'-Eh Eh Et
T
l
Et
Et
Ruck & Buck &
Frame Frame
Height FIE]] Height
FULL HALF
RADIUS
Elo Eb
15; E, C5 c.
ELEVATION
VIEWED FROM EXTERIOR
FULL AND HALF RADIUS HEAD WINDOWS
Fastener Location Tables (Sheet 3 and 4) are applicable to Full and Half
Radius Head SH Windows shown above. Fastener edge distances shown
above are applicable to Full and Half Radius Head SH Windows. For
intermediate head, sill and jamb fasteners located between edge
fasteners, see Installation Illustrations below.
F_qstener Lorgt;gn To le Notes Se lzk-fs 1 and 4 f- - , , ,
1) All dimensions shown taken from the buck width or height of the window frame,
2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to
determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. 2 or No. 3
illustrations below. The applicable installation illustration is noted in the table. The full radius head frame is
shown, but illustrations also applicable to half radius head window (see elevation for edge distances at frame
head (Et).
3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + / 1 1".
4) An installation fastener is required at the centerline of the head and sill for oil window sizes.
Buck & Buck &
Frame Frame
Centertine width Ceritertine Width
DF Head , -I Of Head
iEt JEt
Buck & Buck &
Frame Frame
Height
L2
Height
Eb L /Z Elo LI
L
Centerline
OF sill
Wj6LLAJJUN-NQ-a
Centerline
Cif sift
LN518LLAIJU-N Ng-3
Installation Illustrations No. 2 and 3 Showing Locations of Wood Screw Fasteners
See table on Sheet 3 for Series 1000 & 1500 Commodity and Modular Window Sizes
See table on Sheet 4 for Series 2000 Commodity and Modular Window Sizes
DESIGN PRESSURE RATING & F9C CODE
COMPLIANCE
S) If exact window size is not listed in fastener location
table, use fastener locations listed for next larger size.
T) Installations depicted in these instructions acceptable
for the design pressures shown in Notes B & C for the
window sizes shown in the table. Design Pressures
D.P.) are positive and negative, overall window
assembly design pressure shaft be determined in
accordance with Note 13 of FLEX20300.
U) Production Glazing may differ from that tested as
allowed by ANSUAA1,WNWWDA tOl/I.S. 2, 101/l.S.
2/NAFS or AAMA/WDt-WCSA 101/1,S. 2/A440 and
applicable Building Code. See Note 12 and 13 on
Drawing FLEX 20 100 for further details.
V) structural two by wood buck and/or framing at the
head, 911 and lambs to be securely fastened to
transfer the bad to the wood structural substrate per
the FOC and the engineer of records details as
appficable.
W) See FLEX20300, Notes 10 to 15 for additional FBC
Code compliance.
E
o E c
RS
O E S
Date: 3/02/07
Scale: NTS
Drawn By: RJA
Checked By: 34
Drawing No. FLEX22320
Sheet 2 of 4
No. 8 Wood and Toor)ina Screw Fastener Location Tables - Series 1000 Single Hunq Full and Half Radius Head Windows
S-1o. 1000 Halt Radius and F.ff Radius Head SHM;Id— F- - -- Serle a 1000 Half Radius and Full Radius Head SH Windows—
Md.t- Call
Size
8-k Width and Height No. 8 Wood Screw Locations I Commodity
Call sl 11
Suck Width and Height No. 8 Wood Screw
Width
ht
FZIRgadiusl
hlig IHalfRadius)
ElVa Et Eb Li L2 L3 triatalt.ti.. No. Width hF.HReFiLtilts) I Ha i ght
HlalfFadiusf
EWE. Et Eb Lf L2 L3 Irtstatfa6on N..
23 1/2 2825/32 3023/32 4 1 112 37/8 12 1/8 3 L 18 1/8 2513116 27 5f16 4 1 1/2 37/8 10 7/8 3L::±21123 4
3 1/2 36 25132 38 23/32 4 1 l2 37/8 16 1/8 3 13 18 1/8 38 3/16 3911116 2 7/8 0 114 3
2038 23 1/2 4425132 4623132 4 1 112 3716 20 118 3— 14 18 1/8 50 7i16 51 15116 4 1 112 37/8 23 114 3
2040
2044pfl)4l4
23 112
D 112
4825132
U 25132
5023132
54 2Y32i
4
4
1 12
1 1/2
37/8
3718
22 118
24 M
3
3
145
15
18 118
18 1/8
56 1/16
6213116
57 9116
64 5i'16
4
4
1 1/2
1 1/2
37/8
3 /
26
29 3/8 505/6
3
2
2050 23 12 60 25132 6223/32 4 1 112 3718 29 318 50 518 2 16 18 its 71 71 4 1 1/2 37/8 29 3/8 545/8 2
2060 23 112 71 71 4 1 1/2 37/8 29 318 545/8 2 IFQ 25 1/2 26 7116 28 9/16 4 1 112 37/8 10 7/8 3
2424 27 112 29 3132 3113132 4 1 1/2 3718 12 118 3 1H 3 25 112 3813/16 4015116 4 112 7/8 20 1/4 3
24300 - 27 112 37 3/32
i T—
3913/32 4 1 1/2 3 718 16 1F
8
3 1 21 112 51 1/16 53 3116 4 112 37/8 23 V4 3
27 1/2 45 2 7 13132 4 1 1/2 3718 20 3 111445
IH5
25 1/2
25 1/2
5611/16
63 7/16
5813/16
65 9/16
4
4
1 1/2
112
37/8
37/8
26 112
29 3/8 50518
3r24382_')
2444
7 V2
27 V2
49 3132
53 2
51 137H
55 1313T
4
4
1 1 /t2
112
37/8
3 7fS
22 1/8
24 1/8
3
I P6 25 112 71 71 4 112 37/8 29 3/8 85 2
24505, 27 112 61 3132 6313132 4 1 1/2 37/8 29 3/8 505/8 2 3H2 29 1/2 2673/96 2911/48 4 1 1/2 3 7/8 0 '810718 3
2460 27 1/2 71 71 4 1 112 37/8 129 318 54518 2 3H3 29 112 3913/96 4129/46 4 1 1/2 3 7f8 20 114 3
2824 31 1/2 29 7/16 32 1/16 4 112 1 37/8 12 118 3 3144
1 3H45
Z9 112
29 1/2
5137196
57 1/96
5341/48
5923148
4
4
1 1/2
112
3718
3 7f8
H 114 3
32830
i638
31 112 37 7116 40 1/16 4 112 37/8 16 1/8 3
iT 1/2 45 7/16 48 1/16 4 1 1/2 3 7/8 iF 1/i 3 3H5
1
3F16
29 1/2
29 112
63731096
71
6611/48
71
4
4
1 1/2
1 112
3718
3718
27
29 3/8
129 3/8
505/8
54518
2—
22840
2844
31 112
31 1/2
49 7/16
53 7/16
52 1/16
56 1/16
4
4
112
112
3718
i 718
22 118
24 118
3
3 22 36 27 5116 30 5/16 4 412 37/8 10 7/8 3
2850 31 1 r2 61 7/16 64 1/16 4 1 1/2 37/8 29 3/8 505/8 2 23 36 3911116 4211/16 4 112 37/8 20 1/4 3
2860 31 112 71 71 4 1 1/2 37/8 29 318 54 5/8 24 36 51 15/16 54 15f16 4 1 1/2 3-- 78 i3 114 3
3024
SO30 S5
35 112 2925/32 3223132 4 1 12 3718 12 1/8 3 245 36 57 9/16 60 9/16 4 1 iii T718 28 3
1/2 IT 25t32 4023/32 4 1 112 37/8 16 116 3 25 36 64 5/16 67 5/16 4 1 1/2 37/8 29 3/8 51 5 2
3038 i 5 V2 4525132 48 23,-2 4 1 1/2 3718 20 118 3 2-6 36 71 1 71 4 1 112 3718 29 3 518 2
3040
3044
35 1/2
35 112
49 25t32
5325132
5223/32
5623132
4
4
1 1/2
1 1/2
37/8
3718
22 1/8
24 1/8
3
1
482 - 4 28 7132 32 5/32 4 1 1/2 37/8 10 7/8 3
483 47 40 19/32 4417132 4 1 1/2 37/8 20 114 3
3050 35 112 61 25t32 6423132 4 1 1/2 3718 29 3/8 1 50 518 2 484Z4454845E4E 47
47
5227132
5815/32
5625132
6213132
4
4
1 M_
1
3 7LB_
3 718
24 1 f4
tT9 318
3
3
3060 35 112 71 71 _ 4 1 112 37/8 29 318 545/8 2
3424 39 112 30 3/32 33 13/32 4 1 112 7/8 12 1/8 3 485485 4- 7 65 7/32 69 5132 4 1 1/2 37/8 29 3/8 54518 2
3430
3436
39 1/2
39 112
38 3132
46 3132
41 13/32
4913/32
4
4
1 1/2
112
37/8
37/8
16 118
20 1/8
f— 3
3
486 47 71 71 4 1 U2 3718 29 318 545/8 2
32 52 VS 2821/32 33 4 1 1/2 37/8 10 7,18 3
3440
1444
39 112
9 112
50 3/32
3132
5313/32
571322
4
4
112
2
37/8
718
22 1/8
26 1/8
3
3
33 52 1/8 41 1/32 4512132 4 1 1/2 7/8 20 114 3
34 52 1/8 53 9f32 5720/32 4 1 1/2 3718 25 114 3
3450 39 1/2 62 3/32 65 13/32 4 1 112 37/8 29 318 505/8 2 345 52 1/8 5829132 63 8/32 4 1 112 37/8 T- 29 318 48 1 2
3460 39 112 71 71 4 1 112 1 37/8 29 318 1 54518 2 35 152 118 65 24132 70 4 1 1/2 37/8 29 318 1 54518 1 2
3824 43 112 30 7/16
8
34 1/16 4 1 112 3718 12 118 3 36 152 1 T8 71 71 4 1 T1 37/8 29 318 1 54518 1 2
3830 43 112 7/16 42 V16 4 1 112 37/8 16 1/8 3,
Fastener Location Table Notes:
1) All dimensions shown token from the buck width or height of the window frame.
2) Based on the Milestone Series No. and size of the window to be instolled, enter the correct table
above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation NC
2 or No. 3 illustrations on Sheet 2, The applicable installation illustration is noted in the table. The fu
radius head frome is shown, but illustrations also applicable to half radius head window (see elevation
for edge diston es at frame head (Et).
3) tristoll the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is
4) An instaRction fastener is required at the centerline of the head and silt for all window sizes.
3838 43 V2
43 1/2
46 7116
50 7116
50 1116
54 1/16
4
4
1 1/2
1 1/2
37/8
3718
20 118
22 1/8
3
3
F 3M 43
12 4—
3 112 54
7116 62
7116 58
1/16 66
1/16 4
4
112
1
112 37/
8 3718
26
1/8 29
3/8 505/8 3
2
3860
43 112 71 71 4 112 3718 29 318 54 5fS 2 4024
Al
867 40:
38 47
1/2 47
I2 47
1 1
30 25132 3825132 -
25132
25132 3423/
32 4223132
5023132
4
4
4
1
112 112
1
112 37/
8 37/
8 3718
12
1/8 16
V8 20
118 3
3
3
4040
40,
47
1/2 47
V2 50
2 54
25132 5425132i5423132
58
23132 4
4
1
1/2 1
V2 37/
8 7f8
22
V8 6
118 3
3
4050
4060
47
112 47
12 62 -
25132 7i
66
23J32 71
4
4
1
12 1
112 37/
8 3718
29
3/8 29
3/8 50518
54518
1
1
2
2
See
Sheet 2 For Fastener Installation Illustrations showing locations of Fastener spacing dimensions Et,
Eb, Eh, Es, Li, L2, L3 and centerline of head/sill requirements shown in the tables above, E
5
8 x
Z5
E
3 -,v zc5
E o o13 ;
vic,
M -:6 E
b
yr
Date.
3102/07 Scale.
NTS Drawn
By: RJA Checked
By: Jill Drawing
No. FLEX22320 Sheet
3 of 4
No, 8 Wood and TaQping Screw Foste,er Locatio Tables — Ser es 200C} Single Huna Ful€ and Half Radius Head Windows
Series 2060 Half Radius and Full Radlus Haad SH Windows
Modular Call
Buck Width and Height No. 8 Wood Screw Locations
Size Width
Height
Full Rdius)
Haight
Haff Radis)
Eh(E. Et Eb Lt L3 lnstallatian No.
2024
2030
2038
23 12
23 12
23 12
28 25t32
3625132
2544 32
3023/32
323132
46 23 3Z
4
4
4
2
2
2
412
4 112
4 12
12
t 5 12
1219 EL2 3
3
3
2040
2044
23 1248
23 12
25132
52 25132
5023132
54 23/32
4
4
Z
2
4 12
4-1 /2
21 12-
2312
3
3
2050 23 12 1 60 25/32 62 23/32 4 2 1 4112 29 314 41 2
2060 23 12 71 71 4 2 41/2 293t4 45 2
2424
2434
2438
27 12
27 1/237
27 12
29 3/32
3132
45 3132
3113132
39 13f32
4713/32
4
4
4
2
Z
2
412
4 12
412
12
15 1/23
1912
3
3
2440 27 1249 3132 51 13132 4 2 41/22112 3
2444 27 12 53 3/32 5513/32 4 2 412 2312 3
2450 27 12 61 3/32 1 6313132 4 2 4 12 29 3/4 41 2
2460 27 12 71 1 71 4 2 4 12 29 314 45 2
2824 31 12 29 7/16 32 1/16 4 2 412 12 3
2830 31 12 37 7/16 40 1/16 4 1 2 1 412 1512 3
2638
284Q
31 V2
31 12
45 7116
49 7/16
48 1/16
52 1/46
4
4
2
2
41/21912
41/22112
3
3
2844 31 12 53 7/16 56 1/16 4 2 412 2412 3
2850_ 31 V2 61 7/16 64 1/16 4 2 4 12 29 3/4 41 2
2860 31 1/2 71 71 4 2 41/2 293/4 45 2
303Q24 35 12 29 25/32 32 23/32 4 2 4112 12 3
30 35 12 3725132 40 23/32 4 2 4 12 15 12 3
3038 35 12 45 25t32 48 23/32 4 2 4 12 19 12 3
3040
3044
35 12
35 12
4925132
53 25 32
52 23t32
23/32
4
4
2
2
4112
4 12
21 1 t2
25 12
3
3
3050
3060
35 12
35 12
61 25132
74
64 23f32
74
4
4
2
Z
4 12
4 12
29 3/4
29 3/4
41
45
2
2
3424 39 12 30 3/32 1 3313132 4 2 412 12 3
3430
3438
39 12
12
38 3132
46 3/32
4113132
49 13t32
4
4
2
2
412
4-1 f2M9112
1512 3
3
3440
3444
3450
39
39 112
39 12
39 12
5Q 3t32
54 3/32
62 3l32
5313f32
57 13/32
65 4 3I32
4
4
4
2
2
Z
412—
412
4 1241
3
3
2
3460 39 12 71 71 4 2 411245 2
3824 43 12 30 7116 34 1/16 4 2 412 3
3830
3838
3840
43 12
43 12
43 12
38 7/16
46 7/16
50 7116
42 4/46
50 1/16
54 1/16
4
4
4
2
2
2
412
412
412 2212
3
3
3844 43 12 54 7116 58 1116 4 2 412 2612 3
385Q 43 12 62 7f16 56 1t16 4 2 4 12 29 3t4 41 2 _
3860 43 12 74 _ 71 4 2 4 12 29 314 45 Z
4024 _
4Q30
4038
4Q40
4044
4_7 1_2
47 12
47 12
47 12
47- 112
3025132
38 25t32
46 25132
5025132
54 25f32
34 23132
42 23t32
50 23/32
54 23/32
58 23l32
4
4
4
4
4
2
2
2
2
2
4 42
4 12
4 12
4 12
4 12
1 Z
15 12
49 42
22 12
26 1/2
3
3
3
3
3
4050
4060
47 1 f2
47 12
62 25/32
71
66 23132
71
4
4
2
2
4 12
4 ITT
29 314 _
29 3t4
41
F45
2
2
r----- Series 2W Half Radius and Full Radius Head SH Windows
Buck Width and Height No. 8 Wood Screw Locati—a
CommodityiCallSize Width
Height
Full Radius)
Height
Half Radius)
Eh7Fs Et Eb Li L2 L3 Enstailadon No.
12 18 1118 2513116 27 5/16 4 2 41t2 1012 3
13
14
18 1t8
18 118
38 3116
50 7/16
3911/16
5115116
4
4
2
2
412
412
17
23
3
3 -
145
15
18 178
18 1/8
56 1/16
62 13116
57 9/16
64 5116
4
4
2
2
412
4 42
26
29 3/4 45
3
2
16 18 1/8 71 1 71 4 2 412 293/4 57 2
1H2 25 42 25 7116 28 9/16 4 2 412 101/2 3
i 1H3 25 12 3813/16 4015f16 4 2 412 17 3
f 1 H4 25 1251 1116 53 Y16 4 2 4 12 23 3
1 PA 25 1/25611/16 5813f16 4 2 41/227 3
1H5 25 12 63 7116 65 9/16 4 2 41/229314 45 2
1 H6 25 1271 71 4 2 4 12 29 3/4 57 2
I 31-12 29 12 26 73/96 29 11/48 4 2 4 12 10 12 3
3H3 29 12 3913/96 4129148 4 2 412 17 3
3H4 29 12 5137/96 5341/48 4 2 41/2 23 3
3H45 29 12 57 1/96 5923/48 4 2 412 27112 3
3H5 29 12 63 73/96 66 11/48 4 2 4112 1 29 314 45 2
3H6 29 12 71 71 4 2 4 12 1 29 314 57 2
22 36 27 5/16 30 5116 4 2 412 1012 3
23 36 3911116 4211116 4 2 412 17 3
24 36 5115/16 5415/16 4 2 412 23 3
245 36 57 9/16 60 9116 4 2 4122 2812 3
25 36 64 5l16 67 5/16 4 2 4 12 29 3/4 45 2 _
26 36 71 71 4 2 4 12 29 314 57 2
482 47 28 7132 32 5/32 4 2 412 1012 3
i 483 47 4619132 4417/32 4 2 412 17 3 --
484 47 5227132 56 25/32 4 2 4 12 1 25 3
4845 47 58 15132 62 13f32 4 2 4 42 29 3/4 3
485 A7 65 7/32 69 5132 4 2 4 12 29 3/4 45 2
47 71 71 4 2 412 29 314 2
32 52 4f8 1 28 21/32 33 4 2 4112 10112 3
33 52 1!8 41 1132 4512132 4 2 41/217 3
34 52 118 53 9/32 5720/32 4 2 41/2 25112 3
345 52 118 5829132 63 W32 4 2 1 4112 29 314 45 1
35 52 1 /8 65 21l32 70 4 2 4112 29 314 45 2
36 52 1/8 71 71 4 2 412 293t4 57 2
Fosterer Location Table Notes:
1) All dimensions Shown token from the buck width or height of the window frame.
2) Based on the Milestone Series No. and sae of the window to be installed, enter the correct table
above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No.
2 or No. 3 illustrations on Sheet 2. The applicable installation illustration is noted in the table. The full
radius head frame is shown, but illustrations also applicable to half radius head window (see elevation
for edge distances at frame head (Et).
3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is
4) An installation fastener is required at the centerline of the head and sill for all window sizes.
Date: 3/02107
Scale: NTS
Drawn By: R7A
Checked By:)H
See Sheet 2 for Fastener Instottation Illustrations showing locations of Fastener spacing dimensions Drawing No. FLEX22320
Et, Eb, Eh, Es, Li, L2, L3 and centerline of head/sitt requirements shown in the tables above. Sheet 4 of 4
a
1, PL) AL
at,
Application No:
RgC_EIVEBI JAN
10 2011 BY:
0
o % CITY
OF SANFORD BUILDING &
FIRE PREVENTION PERMIT
APPLICATION Le
0 Documented
Construction Value: $ 0 q0 Job
Address: J 2-6 e, T Parcel
ID: 31-11) — 31- Historic
District: Yes D No 0 Zoning:
Description
of Work: `5 (-4 t H t-,-Pfi i/? Plan
Review Contact Person: Rkelc- L e)Vt4e_<;iV_, Title: /0 1-1, Phone:
qtO V 4 3 Fax: t(e 7 '3 Z'2' - 1F It l E-mail: Property
Owner Information Name
Phone: Street:
1 12, t e- 7- Resident of property? City,
State Zip: o Lt_ 3 _'-7 -7 Contractor
Information Name
Phone:-7 Street:
Cc) Fax: qr -7 3 4 z - City,
State Zip: td ),C It-1.0 t 1 _3 j, -7 State License No.: Ce' 6 f Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Mortgage Lender: Address:
Address: PERMIT
INFORMATION Building
Permit 9 Square
Footage: Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
rl New
Service - No. of AMPS: Mechanical
11 (Duct layout required for new systems) Plumbing
0 New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm 0 No. of heads:
I
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 pen -nit, 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.
J
Signature ofOwner/Agent i Date
0
Print Owner/Agent's Name
Signature of Notaiy ,XaVof Florida Da
LVI., NAHED GEORGY
My COMMIS,91ON # OD734985
EXPIRES November 18.2011
L(407)396-01 5,
Owner/Agent is y " Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: *d / - I 1, 1,/ UTILITIES:
ENGINEERII FIRE:
COMMENTS:
zt-46
Signature of Con r—actor/1<gent Date
9
I'll
Print Contractor/Agent's Name
Florida Date
NAHED G 0E RGY
GOOMJ'381014 # D07,34985 EXPIRES
November 1, 3, 2011 ce
Contractor/
Agent is VPersonally Known to Me or Produced
ID _ Type of ID WASTE
WATER: BUILDING:
Rev
11.08
ltifill (if fillip 14 an IN " 11111 WIN 11111111
THIS INS RUMENT PREPARED BY:
MARYANNE MORSE, CLERK OF CIRCUIT COURT
Addriiiiss -T,-) U." Lt L) SMNOLE COUNTY
Z" -/ Is 5FLNU MOLE COUNTY` BK 07510 Pq k0,01StateofFlorida'4 (Ipg)
CLERKIS # 201jtl_wii3333
RECORDED 01/10/20011 C'hOhI9:101. PH
RECORDING FEES 10.00
NOTICE OF COMMENCEIVIEWDED BY T Saith
Permit Number Parcel ID Number(PID)
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,
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available)
Ctj 3x1-0 P0 t3 Oct -7,-,>
GENERAL DESCRIPTION OF IMPROVEMENT Z:) /tl 4L-_ At, P14 Iit ,
OWNER INFORMATION
Name and address: ) 10
I "12 wasi
CONTRACTOR
Nameandaddress:
IV/ a 3 Z. 7
Persons within the State of Florida Designated by
by Section 713.13(1)(b), Florida Statutes.
Name and address:
er upon whom notice or other documents may be served
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice
Section 713.13(1)(b), Florida Statutes.
M
N
Expiration Date of Notice of Commencement:
The expiration date is I year from date of recording unless a different date Is specified.
Yb
A
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STfi\TE Of FI - QRIDA COUNTY ) OF SEMIN LE
AX, XWaz X _7 / (
OWNERS SIGNATURE OWNERS PRINTED NAME
NOTE: Per Florida Statute 713.130) (g), owner must sign....., and no one else may be permitted to sign in his or her stead."
The foregoing instrument was acknowledged before me this day of ZQIL—
by a2eff4 ia ne h- I I Who is personally known to me
Name of person making statement
OR who has produced identification —type of identification produced
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
UNDER PENALTIES OF Pi,RJURY, I DECLARE THAT I HAVE REA T FIFOREGOING AND THAT THE FACTS STATED IN IT
ARE Tl(UE TO TlAt BLSyQF MY KNOW EDG D BELIEF
SIGNATE OF NATURAL/SON SIGNING ABOVE R..
Ab'46-AW_00' ROPE-IliT E, HOUSTON J Public -
State of Florida 4_' 1-1-1k, "_ NotaryPslo
2011
1 ( My
Commission Expires Apr 3, 2011 Commission
Do 6584 9 A* MV Commission # DO 658479 lio
ThroughNationalNotary Assn BondedThroughMa
y of ~~a"""~~""=
PERMIT CHECKLIST - Residential
ITEM NOTES DONE
1 Permit Application (completed)
4 Plans / Construction Dwgs - sealed 5 sets
5 Truss Engineering - sealed 2 sets
6 Florida ENERGY Code Forms - si2ned 3 sets
7 Soil Analysis/Compaction Report
8 Driveway Permit (Engineering Dept)
9 Notice of Commencement (true coey)
10 Utilities:
Utility Availability form (City Water/Sewer)
Well Permit
Septic Permit -or- Receipt of Application
11 Arbor permit (if trees being removed)
12 Engineering / Product Approvals
Window Engineering
Door Engineering
Garage Door En2ineering
2 sets
2 sets
2 sets
2 sets
13 Workers Comp - copy
14 City Historic Board approval
15 Homeowners Association approval
Board of County Commissioners Wumm uRDER
SEMINOLE COUNTY, FLORIDA Work Order Number: ---- 29
Master Agreement No,: C-2184-07JVFT Dated: December 26, 2007
Master Agreement Title: HIP Affordable, Housing R pair
Project Title: _______,,;HIP Home Rqp& tl 28 Mara Ct (Sanford) - Campbell
Contractor: Corinthian Builders, Inc.
Address: P. 0. Box 950850
Lake Mary, FL 32795-0850
ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION:
X] Scope - Inspection Report - Attachment "A" [X] fixed fee basis
X) Addendum - Attachment "B" time ba sis- not -to -exceed
X) Quote Form - Attachment "C" time basis -limitation of funds
XJ Ship Standards- Attachment "D" [X] retainage shall be withheld
TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as
described in subsection 14.13 of the General Conditions, within sixty [§0) galendar days after the date when
the Contract Time begins to run as provided in subsection 2,2 of the General Conditions. The Work shall be
finally completed, ready for Final Payment in accordance with subsection 14.9 of the General Conditions, within
thir:ty (30) calendar days after the actual date of Substantial Completion, Failure to meet the completion
time shall be grounds for Termination of both the Work Order and the Master Agreement for Default.
WORK ORDER AMOUNT: FORTY-TWO THQQ56UD FQRTY AND 25/10Q DOLLAR5 (142,040.25)
i -WiTNESS WHEREOF, the parties hereto. have made and executed this Work Order on this day of
e- 20 vc> for the purposes stated herein,
oVrint ian Builders, Inc
CORPORATE SEAL) Date:
BOARD OFCOUNTY COMMISSIONERS SEMlNDLE
By
Date: ,
Fz— I I L? OC
ON Auauthorized
by5ection3,5545ominole County Administrative
Code. CERTIFIED Copy
010 Seminole County Property Appraiser Ge...
Dt,va?
FRbPIERTY
APPRAISER i
1104 Z•,FUV,7 51
GENERAL
Parcel Id: 31-19-31-505-0000-1450
Owner: CA MPSEL L KEN N ETH E & IDEL LA L
Mailing Address: 1428 MARA CT
City,State,ZipCode: SANFORD FL 32771
Property Address: 1426 MARA CT SANFORD 32771
Subdivision Name: SAN LANTA 3RD SEC
Tax District: SI-SANFORD
Exemptions: 00-HOMESTEAD (1995)
Dor: 01 -SINGLE FAMILY
R-110992MM
2011, 2010
VALUES
warkinv Certified
Value Method Cost/Market Cost4&rket
Number of Buildings 1 1
Depreciated Bldg Value 61,995 65,568
Depreciated EXFT Value 0 0
Land Value (Market) 15,000 15,000
Land Value Ag 0 0
LfIfIA-1i I _" f_Y± L" f?, 76.995 80,568
Portablity Adj 0 0
Save Our Homes Adj 11,297 16,597
Amendment I Adj 0 0
Assessed Value (SOH) 65,698 63,971
Tax Esttmntor
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 65,698 40,698 25,000
Amendment I adju-.ment is not applicable to school a5ses_%nent) Schools 65,698 25,000 40,698
City Sanford 65,698 40,698 25,000
SJWM(Saint Johns Water Management) 65,698 40,698 25,000
County Bonds 65,696 40,698 25,000
Potential Pof tabdr AM UUM Is $11,2q7
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount VaclImp Qualified
SPECIAL WARRANTY DEED 05/1994 02779 1284 $60,000 "roved Yes 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 0311994 tQ7,l`5 C; 1.4L 4 V8,500 Vacant No
1 Tay, Amount (without SOH}: $809
QUIT CLAIM DEED 07/1992 O2401 0047 $1,000 Vacant No 10 Bill Amount $611
WARRANTY DEED 0811986 01765 GE12 $133,200 Vacant Na 19
WARRANTY DEED 0811986 017'66 0511 $133,200 Vacant No 2010 Certified TaxatAe Value and Tares
WARRANTY DEED 0611986 01747 1321 $27,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 0311982 01402 01 23 $10,100 Vacant No
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLAT& Pick..,
LOT 0 0 1.000 15,000.00 $15,000 i
LEG LOT 145 SAN LANTA 3RD SEC PB 13 PG 75
BUILDING INFORMATION
Est. Cost
Bid Num Bid Type Year BIt Fixtures Base SF Gross SF Living SF Ext Wall Bld Value
New
f1AII I/ 100A a I naA I AQa I n9A IPICTl Ir'll, C'IKIKZLJ
scpafl.org/.,./re_vieb.semiiiole-countyLt... 1/2
CORINTHIAN BUILDERS. INC.
Mailing Address Physical Address
IfP.O. Box 950850 2175 MARQUETTE AVENUE
LAKE MARY, FL 32795-0850 SANFORD, FL 32773
Phone (407) 403-5658
111-1-111.1 ...............
CGC 058246 Fax (407) 322-8641
I ........... -.......", ..................
SCOPE OF WORK
Date: January 5, 2011
Address:11428 Mara Ct. Sanford, Fl 32771
1 Re -roof
2. Plumbing re -pipe
3. Remove and replace tub.
4. Remove and replace kitchen cabinets.
5. Remove and replace A/C,
6. Replace front door.
7. Replace tile in both shower and tub area.
8. Upgrade smoke detectors and GFCI's.
CORINTHIAN BUILDERS. INC.
Mailing Address Physical Address
P.O. Box 950850 2175 MARQUETTE AVENUE
LAKE MARY, FL 32795-0850 17 SANFORD, FL 32773
Phone (407) 403-5658 CGC 058246 Fax (407) 322-8641
I .............. ............. I ............ ....................... - .......... --1-.1-__ ........... -1 ........................
SCOPE OF WORK
Date: Janua[y 5, 2011
Address:1428 Mara Ct. Sanford, Fl 32771
1 Re -roof
2. Plumbing re -pipe
3. Remove and replace tub.
4. Remove and replace kitchen cabinets.
5. Remove and replace A/C.
6. Replace front door.
7. Replace tile in both shower and tub area.
8. Upgrade smoke detectors and GFCl's.
t Florida Building Code Online Page I of 2
gy
8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
fi)Product Approval
e, USER: Public User
product ;La,o.;aMenia > E —0d.ct qrAWhcalar_i Seqrc1, > > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL9792-RI
Revision
2007
Approved
Atlas Roofing Corporation
2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
770) 933-4477
etodd@)atlasroofing.com
Ed Todd
etodd@atiasroofing.com
Ed Todd
2000 Riveredge Pkwy
Suite 800
Atlanta, GA 30328
770) 933-4477
etodd@atiasroofing.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
F Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Underwriters Laboratories Inc.
03/01/2011
John W. Knezevich, PE
F Validation Checklist - Hardcopy Received
EL9222 Rt__QQI Trinity ERD er ifjc iron of Independence.
Standard year
ASTM D3161, Class F 2003
ASTM D3462 2004
ASTM D6381, Class H 2003
ASTM D7158, Class H 2005
TAS 100 1995
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paran,i=wGEVXQwtDqs2cHSPuW'Fx... 11/17/2010
I Florida Building Code Online Page 2 of 2
TAS 107 1995
UL2390, Class H 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 07/11/2008
Date Validated 12/23/2008
Date Pending FBC Approval 12/30/2008
Date Approved 02/03/2009
of Products
IFL # JiModel, Number or Name
9792,1 Atlas Asphalt Roof Shingles
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant- N/A
Design Pressure: N/A
Other, Refer to ER Section 5 for Limits of Use and ER
Section 6 for Installation Requirements.
escrietion
ibex lass reinforced asphalt ro2Lshingles.
installation Instructions
21 p S h i n LE'LpAf _AS _tj
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
1`1-9792 R1 AE_erj218g_ff1NAL_ATLAS FL9792-
t1 Asphalt ShingLes.f
Created by Independent Third Party: Yes
F r- -- - -
r
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
0 2000-2010 The State of Florida, All rights reserved,
auyAqx§mj%m n I Statement I ACCe i itlty Statement I Plug-in 59-ftw-r I m r ryi ry IQn tj
Product Approval Accepts:
El l EE MI
at 111*--!-4%4
http://www,floridabuilding.org/pr/pr_app_dtl.aspx?paraiia=wGEVXQwtDqs2cHSPuWTx... 11/17/2010
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353CHRISTIANSTREET UNIT#13
U 1'[ '
UV~N H N '-/ OXFORD, CT 06478
PHONE/ (203)262-9245
FAX: (203)262-9243
EVALUATION REPORT
Atlas Roofing Corporation Evaluation Report A12620.12.08
2000 River Edge Parkway FL9792-Rl
Atlanta, GA30328 Date of Issuence:12/18/2008
SCOPE:
This Evaluation Report is issued under Rule 96-72 and the applicable rules and regulations
governing the use of construction materials in the State of Florida. The documentation submitted
has been reviewed by Robert Nierninen, P.E. for use of the product under the Florida Building [ode
and Florida Building Code, Residential Volume. The products described herein have been designed
tocomply with the 2007 FB[and 2007 FBC Residential Volume. DESCRIPTION:
Atlas Asphalt Roof Shingles LABELING:
Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance
Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami - Dade
requirements. CONTINUED
COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,
the referenced Quality Assurance documentation changes, or provisions of the Code that relate
to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement
to notify Robert Nierninen, P.E. if the product changes or the referenced Quality Assurance
documentation changes. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:
The Evaluation Report number preceded by the words"TrinitylERD Eva|uated" may be
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall
be done in its entirety. INSPECTION:
Upon request, a copy of this entire Evaluation Report shall be provided to the user by the
manufacturer or its distributors and shall be available for inspection at the job site at the request
of the Building Official. This
Evaluation Report consists of pages 1 through 5. Prepared
by: Robert
J.M. hJiemm;meo/ P.E. Florida
Registration No. 59166, Florida DCA ANE1983 The
facsimile seal appearing was authorized This
does not serve as an electronically signed document.
Signed, sealed hardcopies have been blan'"'
itted to the Product Approval Administrator and to
the named client CERTIFICATION
OF INDEPENDENCE: I .
rrin/ty|exo does not have, nor does /t intend to acquire or will it mqu/re, v n000c/a/ interest in any company manufacturing o, distributing
products /tevaluates. z
TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. s.
Robert Nierninen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the
evaluation reports are being issued. 4.
Robert m/cmmen' P.E. does not have, nor will acquire, u financial interest in any other eou,v involved in the npvowm process of the product.
ROOFING SYSrEmsEVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Atlas Asphalt Roof Shingles, as produced Atlas Roofing CorporaUon, have
demonstrated compliance with the following sections of the Florida Building Code and Florida Building
Code, Residential Volume through testing in accordance with the following Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property tp!3dard Year
1507.2.5,1533.6.5.1 Physical Properties x5Tmo]*62 2004
1507.2.5' 1507.2.10 Wind Resistance A5TMD3z§z,Class F 2003
150*.1.2, 1509.5.2 Mechanical Uplift Resistance xSTM D638/, Class 2003
1507.2.10 Wind Resistance ASTM D7z5O,Class n 2005
1504.1z' 1609.5] vvmg Resistance UL2]90,Class M 2004
1523.8.5.1 Wind Resistance TASz07 1995
1523.8.5.1 Wind Driven Rain TASIUU 1995
R9052.4 Physical Properties xSTwD3462 2004
n905.2.*. 1, R905.3.6.1 wind Resistance A5TM D3151, Class F 2003
n905.I6.1 Wind Resistance A5TMo7z58,Class o 2005
3. REFERENCES:
Enjily EXaMination Referel3ce Date
AT (rST1558) Wind Driven Rain TAS 108 01/30/1998
pnI(TST5878) Physical Properties xSTMo]462 01/13/2005
Pnz (T5T5878) Physical Properties ASTM o3462 10/12/3007
Pnz(rST5878) Wind Driven Rain TASzOO 07/09/2003
pnI (T5T5a78) wind Driven Rain TA5 100 02/03/2005
pe/ (TST5878) Wind Driven Rain TAS 100 02/28/2008
UL(TSTz74O) Physical Properties A5TMD3452/R405Z 09/17y3002
UL(TSTzz4O) Physical Properties ASTmo34O2/n*05J 03/02/2006
uL(TSrz74O) Physical Properties A5TMD34b2/n*O52 11/14/3007
uL(TST 1740) Wind Resistance TAS 107 06/09/1999
UL(T5T174O) Wind Resistance TxSzO7/O2mn§989 03/04V2002
uL(r5Tz74O) Wind Resistance TxS1O7 05/06V2005
UL(T5Tz74D) Wind Resistance TASzO7 09/15/2005
uL(TSTzr4O) Wind Resistance TASzO7/O7[A2§30] 08/31/2007
uL(TSTz74U) Wind Classification 07mK22063 04/29/2008
Miami -Dade ([Exz592) vHZConnp||once 05'0301.09 03/17y2005
Miami -Dade (Ccnz592) HvnZ[onnp|iance 05-0120.02 08/04V2005
Miami -Dade (Csn1993) HvnZ[omp|iance 05-0120.03 08/04/3005
Miami -Dade (Csn159a) HvHZ[nmp|iance 07'0329.01 08/1e/2007
Miami -Dade (csnz592) MvHZCnmpUance 07-0927.06 04/10/2008
uL(QUA z74]) Quality Control R4052 Current
Exterior Research and Design, LLC. Evaluation Report 412620.1z08
Certificate *rAuthorization #*sos FL97e2-ez Date
ofIssuance: 12/18/2008 Page
2ofS
TRINITY, ~ o K O w o =`~
4. PRODUCT DESCRIPTION:
4.1 GbssMaster25, StormMasterBlaLe and Chalet are fiberglass reinforced, 3-tab asphalt roof
shingles.
4.2 Stratford is a fiberglass reinforced, non -laminated architectural roof shingle where the
dimensional appearance isestablished through agranule overlay feature. 4.3
Pinnacle 35 and SLormMaster LM are fiberglass reinforced, laminated asphalt roof shingles, S. LIMITATIONS:
5.1
Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product. 5.2 :
5.2.
1 All Atlas shingles noted herein are Classified in accordance with FBCTab|e l5O4.1.2toASTM D6381, Class
M and F8C Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F and ASTM D7158,
Class M, indicating the shingles are acceptable for use in all wind zones up to 150 mph.
Refer to Section 6 for installation requirements to meet this wind rating. 5.2.
2 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B
and C only in an Occupancy Category of or II. 5.2.
3 For buildings falling outside the constraints in 5.2.1 or 5.2.2, calculations by a qualified design professional
in accordance with UL239U/ASTM D7158/A5CE 7 may be conducted for the
specific project with data for the specific shingle, Reference: FBC 1609.5.2. Contact the shingle
manufacturer for data specific to each shingle. 5.3 :
5.3.
1 Shall not be installed on roof mean heights in excess of33 feet. 5.5
All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Ru|e9U-72. 6. INSTALLATION:
6.1
Non-HVHZ: 6.1.
1 Undedayment: 6.1.
1.1 Undedayment shall be acceptable to Atlas Roofing Corporation and shall hold current FBC Approval, or
be Locally Approved per Rule 9B-72, perFbC Sections 1507I3and/or 1507l4. 6.1.
2 Asphalt Shingles: 5.1.
2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but
not less than four (4) fasteners per shingle in accordance with the requirements ofFBCSection
1507.2orFBC Residential Volume Section R905.2. 6.1.
2.2 Fasteners and fastener placement shall be in accordance with manufacturer's current published installation
instructions. 6.1.
2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special methods
offastening are required. Exterior Research and
Design, LLc. Evaluation Report xtao2o.z2.ua Certificate orAuthorization #esoa
FLe7e2-Rl Date pfIssuance: 12/1u/
anna Page so,s
TRINITY [l
u xxmnux v '`
6.2 HVHZ:
6.2.1 Shingles and Mash|ngsshaU be installed inaccordance with RAS 115. 6.
2.2 The manufacturer shall provide clearly written application instructions to be used in conjunction
with RA5 115. Should a particular section of the installation instructions conflict with
R4S 115, the requirements ofRAS 115 prevail. 0.
2.3 Nail placement requirements are as detailed below. 6.
2.3.1 GlaysMasterZ5 S
rmMas r O.
Z.32 Bete:
5.
2.33 Chalet: MM
MW
Exterior
Research and Desion,uc Evaluation Reportxz2o20.z2.no Certificate
vrAuthorization #y5os FLe7e2-nz Date vfIssuance:
12/zo/zuoa Page 4mvs
TRINITY ERE)
3o\/2"
NAILS
6.2.3.4 Stratford:
T
51'
6.2.3.5
Pinnacle 35and
StonnMasterLM:
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, d4\ state and logo of the
Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in
accordance with Miami -Dade requirements.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having ]uhsdiction in order to properly evaluate the
installation ofthis product, 9.
mYAmurxCTupIwG Pu\mTS: Contact
manufacturer or Quality Assurance Entity for specific information on which plant produces which
products: Ardmore, OK; Franklin, OH; Hampton, GA; Daingerfield, TX; Mericlan, MS 10.
QUALITY ASSURANCE ENTITY: Underwriters
Laboratories - QUA1743 END
OF EVALUATION REPORT - Exterior
Research and Design, LLc. Evaluation Report A12620.12.08 Certificate
orAuthorization #ssoo FL97e2'mz Date pfIssuance:
t2/ta/zooe Page 5pfs
Florida Building Code Online Page I of _3
V,
q
BCIS Horne Log In User Registration Hot Topics SUbr'ift Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approval
USER: Public User
Application Detail
FL # FL10599
Application Type New
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
sjasperson@tttechnologies,us
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
F Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Wendell W, Haney
developed the Evaluation Report
Florida License PE-54158
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2011
Validated By L.F. Schmidt, P.E.
r, Validation Checklist - Hardcopy Received
Certificate of Independence EL10599 RQ_COT CEFT OF INDEPENENCE pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
Accepted Engineering Practice
TAS 201, 202, 203
Year
2007
1994
bttp:llwvv,A,.floridabuilding.orglprlpr—app_dtl.aspx?param=wGEVXQwtDqtfYBJ2%2fT\471... .3/19/2010
T'HERMAgTRU
0
THEP,MA TRU DOOPS
1"01JsTPtAt - D R ., FOGERTON, 011 4351 7
TEL. (4 1 13)2913-1 740
PREMIUM"& CONSTRUCTION" SERIES
STEEL DOOR
INSWING / OUTSWING
IMPACT"
GENERAL 1,101[S
1. This product has been evolualed and is in comptionne with the 2007 Florida Building Code fFBC)
structural requirements including the "High Veic<jty Hurricane Zone" JHVHZ).
2. Product anchors shall be as listed and spaced as shown an details. Anchor Embedment to base
material shall be beyond wag dressing or stucco.
3. When used in the 'l-IVI-IT'lhis product complies with section 1626 of the Florida Building Code and
does not require an impact resistant catering. ng.
4. When used in areas outside of the bome debris protection this product
complies *tf,. Section 1609.12 of the 2007 FBC and does not require an impact resistant coveting.
This product meets missile Jovc)'Tand includes Wind Zone 4 as defined inASTM El 996,
5. For 2x stud framing Construction, anchoring of these ur,45 shall be the some as that shown for 2x
buck rnasonry construction,
6. Site conditions that deviate from the details of this drawing require further engineering analysis by
a licensed Engineer or registered architect.
7. Cutswing configii ations using coastal outswing ilem # 31 meet water infiltration requirements for
11MITI.
8 Inswing configurations and oulswiN configurations when usii19 item # 38anditem #?3d not
meet ' the water infiltration requirements for the'l-tvHr'. In wino units shall be installed only in
non-notalable areas or a, habitable locations protected by an overhang or canopy such that
the angle between the fdQocf C0110PY of overhang to sill is less than 45 clegioes+"
37,75'MAX,
FRAME WIDTH
36.09'MAX
PANET.. WOTH
7"lum" & ToNsmaqvqw—saff
Ovmw bfsloti PPE"SURE (?SF)
SWING FRAMJ5
DIME,VS1014 PfOSJTIVE MEGATIVE
INSWOIG 37.75" x 82.09' 47,0 -5&0
OUTSVIVING 37.75" x 80.0" 50.0 -.50.0
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INTERIOR
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1(2"MIN. FROM 2-1 /2" MIN. FROM „ o 2-1/2"MIN. FROM 2-1/2' MIN, FROM MASONRYEDGE --« . __ MASONRY EDGE --- — MASONRY
EDGE — -- MASONRY EDGE jTYP,) {TYP.) (iYf.) {
TYP.} SCALE:
N. T. S. 3VERTICALCROSSSECTION5VERTICALCROSSSECTIONowc. e AIL Inwnngconfiguration5Oufswingconfigurationseegenera! note 8, sheet 1 see general note 7, sheet I Cm. BY. WWH s for "
HVHZ" wafer iniitralion for'-H'VHZ' water infiltration DRAWING NO.: ° requirements re '
cements
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2X BUC
SEE HINGE
DETAIL I
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INSWING
SEE NOTE 2
41 —1 i—
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BUCK ANCHORING HINGE JAMB FRAME ANCHORING
Masonry 2X buck construction
NOTES:
I. Ild" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to rnosonry edges, a 1-114" rninimvm embedment and a
minimum 4"clearance to adjacent cancr'ete screws. Substitution of equal concrete screws from a different supplier may have different
cedgedistanceandcenterdistone requirements. Concrete screw locations of the comers may be adjusted to maintain the minimum
edge distance to mortor pots. 0 Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum
edge distance to manorjtornts, additional Concrete screws may be required to ensure the maximum on center dimension is not
exceeded_
2, 112, ITW concrete screws anchoring from& andlor silt require a minimum 2-112" clearance to masonry edges, a 1-114" minimum
embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equoi concrete screws from a different supplier
may have different edge distance and center distance requirements. Concrete screw locations at the corners may be adjusted to
maintain the minimum ecoe distance to rnohar taints If C el sue. w i t t < " F P" m
SEE
HINGE
oncry e -l.ev~ o_o ions no ed a_ MAX. ON C_NTE,, must be odtusted to
maintoir, the rninimvm edge distonce fo rnoriarjoints, additionol Concrete screws may be required to ensure the maximum on center
dimension is not exceeded. HINGE DETAIL I
0O<
STRIKE JAMB
1
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LA8 DEADBOLT DETAIL U
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DETAIL
SEE
HINGE
DETAIL
HINGE JAMS
7-
MASONRY
OPENNIG
FRAME
I X BUCK
FRAME ANCHORING
Masonry 1 X buck, cons"'Uction
I. 114" ITW concrete screws anchoring frame and/or sill require a minimum 2-) 12" cleatonce to masonry edges, a 1- 114" minimum
embedmen', and o m)n!rnijm 3" clearance to adjacent concrete screws. Substitution of equolconcrefe screws from a different suppler
may have dJfete,)f edge distance and c&nlet disionce redurrements. Concrete screw tocat)ons of the corners may be adjusted to
rnog,ks;n the nvlirnurn edge distance rc!-no,fa,jowifs. If Concrete screw loccifioi-is noted as "NIAX ON CENTER' must be adjusted to
n,a,nfCv;1 T'lic tomoncrjoints, additional Concrete screws maybe requited 'oemsjre the rnaviuvri-ion center
J,mc—sfon is riot exceeded.
2. 3l' " )rnr c:orc; efe screw a w;7,ina frame ar d, trr si#i ;egvire a mtrsvnum 2-5/8 cdeo:once to mason;} edges, a i- t l4" minimum
en JP:,iJTlentonci o m murT 2-114' cle-3ronce 10 adjacent concrete screws une4ss otherwise noted by concrete screw monufocturer,
STRIKE JAMB
SEE
NOTE I
I
SEE
NOTE
LATCH & DEADOOLT DETAIL
HINGE DETAIL I HINGE DETAIL 2
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BILL OF MATERIALS
IITEMDESCRIPTIONMATERIAL
A IX BUCK SG >= 0.55 W 0 10
B 2X BUCK, $G >= 0.55
C MAX.
WOOD
I,4'SHV SPACE
D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCRFIA'
WOOD
STEEL
259
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO AC) CONCRETE
30) OR HOLLOW BLOCK CONFORMING TO ASTIV, C90ca
F 114" X 1-3/4" PFH ITW CONCRETE S' CREW
G 3/16" X 3-1/4" PFH ITW CONCRE'E SCREW
STEEL QUISINING OUTSINING3118
J
ol
H 114" x 3- i 14" PFH 11W CONCRETE SCREW STEEL
ITW CONCRETE SCREW STEEL
T- Pl JTW CONCREI E SCREW-- STEEL Al
K #8 X 2-1/7'PFH WOOD SCREW STEEL
L # 10 X 2-1/2" PFH WOOD SCREW STEEL 0 xz
I D OOR SKIN, PREMIUM STEE _24GA, j 027'MIN_ F = 48,471 PSI MIN STEEL A 563' - - — ----------- --- 5,83"
c §Z:
OR S KN: CONSTRUCTION STEEL SERIES 25GA, f.018' MIN., Fy 27,&30 P N
2 TOP RAIL WOOD
00
3 LATCH STPLE WOOD
4 HINGE STILE WOOD
BOTTOM, RAIL5 comp 2,359"
6 POLYUREFHANE FOAM (BASF, ],?Ib!;. DENSITY) FOAM
Lo
7 -MEDIUM REACH COMPRESSION WE ATHER STRIP THERMA TRU
0!L,R)C 4 COMPR SSPO WEATHER-STRIP THERMA-TRUJ'
FOAM
FOAM-- SIDEHEADSIDE 33 INSWINGIwG
Th- hold
494" X 4' Hl IIGE 097 j tK, JTHF STEEL ct
10 10' X 3/4" PFH VOOD SCR Rv j Hi N 0 E TO FR AM E-) co
1_7__ PASSAGELOICK - KWIKSET MODEL GRADE 2 STEEL
18 THRESHOLD OUTSWI-14G ALUM./WOOD
I? HEADER JAMB (4,656"X 1.25"THER-0-A-TRU, FINE) SG-0.55 WOOD 9
20 SIDE JAMB J4 656" X 1.25" THERMA _RU) SG >= 0.55
RADE 2 STEEL
1,916,
27 LATCH STRIKE PLATE STEEL
8 C EADBOLT PLATE KT—EEt
32 DOOR $0710M SWEEP PVC co0
33 !NWING THRESHOU-)
3__ TOCr R-0--f—KI-615 _X1 CT755TI-6-25" _THK,____
I ------- ----- -- - -
ALUM COMP.
40 PRFMIUM SER ES DOOR SEE PANEI DETAIL SHEET FORDETAILS WOOD
50,
CONSTRUCTION SERIES DOOR SEE PANEL DETAIL SHEET FOR DETAILS DA-
7, 4117108 SCAU,
N, T. S. owc,
sy: Al_ cm,
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10599.1 0 S4EE7 _
L OF WOOD
C9 2-
1 3'-o' )
Application No:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $
z-/() 0 0
Job Address: /I%A-ko c,-r
Parcel ID: 3 ( - 19 - 3 / - s7vy - 0 0 0 0
Description of Work: (,I& 0
Plan Review Contact Person:
Phone: Fax:
Historic District: Yes 0 No 0
Zoning:
E-mail:
Title: _r
Name C"Ivt'Ac'
Property Owner Information
Phone:
Street: Resident of property? yi
City, State Zip: GC, LA 3 2-
Contractor Information
NamePhone: Street:
Fax: City,
State Zip: i J o. State License No.: .14- 0 L-,( c--t 7 0 Name:
Street:
City,
St, Zip: Bonding
Company: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
Address: 1,
Al PL
t of INFORMATION Building
Permit Square
Footage: No.
of Dwelling Units: Electrical
0 New
Service — No. of AMPS: Construction
Type: Flood
Zone: No.
of Stories: Plumbing
13 New
Construction - No. of Fixtures: Mechanical
13 (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 Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is ____ Personally Known to Me or
Produced 11) — Type of ID —
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
to OfF`Ta"BIE BLANTON Date
Notary Public - State of Florida
My Comm. Expires Feb 25, 2015
Commission # EE 60182
Bonded Through National Notary Assn,
Contractor/Agent is __ Personally, Known to Me or
Produced ID Type of ID
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Rev 11.08
M&B AIR SERVICE, LL
February 17, 2011
ATTENTION: SHANE, CORINTHIAN BUILDERS 386-235-8976
REFERENCE: 1428 MARA CT. SANFORD,FL.
M&B AIR SERVICE, LLC PROPOSES TO FURNISH THE MATERIAL AND LABOR NECESSARY
TO COMPLETE THE ABOVE REFERENCED JOB.
PLEASE NOTE TO FOLLOWING JOB QUALIFICATIONS:
WORK SCOPE BASED ON JOB SITE VISIT. 1280 SQ FT
SCOPEWORKBASED1rCURRENTRyl" MECHANICAL
AIR CONDITIONING
1— 2,5 TON AIR HANDLER FEM4P4X3000
1— 2.5 TON HEAT PUMP CONDENSER N4H33OAKE
1— 5 KW ELECTRIC HEAT STRIP
I— DIGITAL THERMOSTAT
DEMO EXISTING DUCT WORK - REPLACE NEW TO CURRENT CODE
RETURN1p ySS THRU OVER it
ADD SUPPLY DUCT TO LAUNDRY ROOM
CFM BATH ROOM EXHAUST FANS / VENTING
REFRIGERANTR .
LINE PLATFORM AND INSTALL NEW PLY WOOD TOP
CITY PERMIT
I YEAR LABOR WARRANTY, 110 YEARS PARTS FROM MANUFACTURE
TOTAL: $4,000.00
PAY SCHEDULE AS FOLLOWS 50% ROUGH IN & 50 % ON TRIM
ROUGH IN AND CHANGE MUST BE PAID IN FULL PRIOR TO START OF TRIM
PAYMENTS ARE NET 15 DAYS AND CHANGE ORDERS NET 7 DAYS
ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY
UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL
MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS.
BID PRICING SUBJECT TO CHANGE AFTER 120 DAYS, DUE TO RISING MATERIAL COST,
THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE
QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS. PLEASE SIGN BELOW AND RETURN TO
AUTHORIZE WORK AND ACCEPTANCE OF OUR PROPOSAL.
THANK YOU
SINCERELY,
APPROVED BY: ,
e
MARK BOLTON DATE
PO BOX 35 GENEVA,FL. 32732
THANK YOU FOR YOUR BUSINESSI
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value:
Job Address: Historic District: Yes No
Parcel ID: — Zoning:
Description of Work: I Q'01 PS ar F, C
Plan Review Contact Person: Tide:
Phone:
Name
Street:
City, State Zip:
Fax: E-mail:
Property Owner Information
Phone:
Resident of prop"? :
Contractor Information
Name Phone: -3 t3
Street: Fax: `j i -'12 3 -
City, State Zip: 3 State License No.:
Arch itect/Engi neer Information
Name:
Street:
City, St, Zip: —
Bonding Company:
Address:
Building Permit 0
Square Fo,Cage. —
No. of Dwelling Units:
Electrical 13
New Service - No. of AMPS:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: - No. of Stories:
I I # I I
Mechanical 0 (Duct layout required for new systems)
Plumbing.
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 13 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 irFWlation 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, beaters, tanks, and
air conditioners, etc.
O"E,R'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.
NQDCE: 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 Signatu4fConnwtor/Ag=t Date
Print Owner/Agent's Name Print Contractor/Agent's Nam
Signature of Notary -State of Florida Date Signature of
MARTHA Y. HALL
t;! Notary Public • State of Florida
Z My Commission Expires Feb 1, 2012Z 1Commission # DD 720365
8wdedThMtQhNa00(WNo(ffYMart. Owner/
Agefit is Personally Known to Me or Contractor/Agent is Personally Known to Me or Type
ProducedIDTypeofIDProducedID —7-
of
11) APPROVALS:
ZONING: UTILITIES: WASTE WATER: RM
Rev
11.08 4-
ADVANTAGE PLUMBING, INC.
PO Box 1117
Sanford, Fl- 32772-1117 407-323-7515
Fax: 407-323-
8954 0 a 0
0 0 NAME: Corinthian - B -
uilders JOB NAME: 1428 Mara (;ourt PO Box 950850
Sanford Lake Mary, FL
32795-0850 Page No. of
Pages We
hereby submit
specifications and estimates for: Repipe house. Provide
and install
new 40 gallon electric water heater. Provide and install
Dayton 3322 stainless steel kitchen sink with Moen 67430 faucet. Provide and install
enamel steel bath tub in white with Moen TO 83 valve. Provide and install
shower pan and drain with Moen TO 82 valve. Provide and install
2 elongated white Mansfield water closets. Provide and install
2 Moen L64621 lavatory valves on owner provided lavatories. We hereby propose
to furnish labor and materials - complete in accordance with the above specifications, for the sum of: Three thousand ihtv
dollars -- 3,980.00 with payment to be made as follows: All material is
guaranteed to be as specified. All work to be completed in a ma workma (6—%u<apdbrding riling to arilpractices. This a proposal subjectto
acceptance within 30 days and is void thereafter at the optioni7t!h_:te AuthorizedSig ACCEPTANCE
OF PROPOSAL
The above prices,
specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined
above. ACCEPTED: Signature Date
Signature