HomeMy WebLinkAbout1415 W 7 St6 /_
1' X4k
CITY OF SANFORD
ECEIVIE BUILDING & FIRE PREVENTION
D FEB 2 4 2016
IN
PERMIT APPLICATION
BY:
Application No: 0
Documented Construction Value: $ s6q_
Job Address: _S 4 ,7 11 Historic District: Yes El NoEl
Parcel ID: ResidentialD commerciaiE]
TypeofWork: Newn AdditionEl AlterationEl RepairEl Demon Change of UseEl Move El
Description of Work: W i ak'c 4 'W, "_ 1'J -i. S' 9 , U § (4") 0 kj [ k VA- S \-I y
r-L- k-Jq 41 24, r
t
Plan Review Contact Person: Title:
Phone: '(-0-1 '413 — 4 Fax: E m a i 1: SJ e,> 49
Property Owner Information
Name C- phone: LLb '1-3'\A 0
Street: \kk J r —14. 54- Resident of property?
City, State Zip: t__7
Contractor Information
Name Co Phone:
Street: CIA-— 1~ 6%1— 4_ Fax:
8 - C> LC 0 '0
City, State Zip: Ix
State License No.: C_
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Arch itect/E ng i neer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code
Revised: June 30, 2015 Penn it Application
6 - oc)
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
2--
Agent
7S R-.
Print Contractor/Agent's Narne
Signature of Notary -State of Florida Date
DEBBIE BLANTON
M cY OMMISSION # FF 178646
EXPIRES: February 25, 2019
Z. Bonded Thn, Notary Public Underwriters
Col
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID 1 s L e -P,
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingE] ElectricalE] MechanicalE] Plumbing[] Gas[] Roof[]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesEl No R # of Heads
APPROVALS: ZONING: 2 - UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [] No F]
WASTE WATER:
BUILDING: T Ik
THIS INSTRUMENT PRJrARED
Name: " d
Address: -Z 6 E C01-111"FY
T-C- -4 It' S "S 1-2 -7 bl'
I& L CUIT
4
D X.11
NOTICE OF COMMENCEMENT CLERK'S 1'r 201.6"(121358
State of Florida -t iJ)R.Pffl%IG FIES $1,"I'Llu
County of Seminole
ID Number: 2- vPermitNumber: Parcel
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: (L ial description of the property and street address if available)
PLLC
GENERAL DESCRIPTION OF IMPROVEMENT:
Lc-r—,-*.-- N--Z V> —1k ;t Is,
I
t:t
OWNER INFORMATION:
Name: e Ir ......
C%1
Address: 0; W C, V- 4 4.r JQ -7
F -e Simple Title Holder (if other than owner) Name: U, L
Address:
CONTRACTOR' qName:_ W
Address: \6 i,, AA r0:
07.
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(i)(b), Florida Statutes. 4CL9:- Name:
Address:
5
In addition to himself, Owner Designates of M I 0
To receive a copy of the Lienor's Notice as Provided in 0 L 0EL
Section 713.13(l)(b), Florida Statutes. e
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a L
different date is specified)
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 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
M7-HA :S(f0V7-T,7-0,5;6/10H
owner`s Signature Owner's Printed Name
Florida statute 713.13(l)(g)i " The owner must s the noti3of commencement and no one else may be permitted to sign in his or her stead.'
State of 0 tr)A.Countyof
The foregoing instrument was acknowledged before me this 2-(0 day of UAA _,20 0
by LE-OA 0 S E IP il Who Is personally known to me
Name of person making statement
OR who has produced identification R-type of identification produced:FL-tpi
A -rig, FARHANA CHOWDHURY
y SignatureCommissionOEE213239
z.z Expires July 2, 2016
Bonded Pn Troy Fain kmrance WO-385-7019
2/2412016 SCPA Parcel View: 25-19-30-5AI-0917-0010
I
Property Record Card
Parcel: 25-19-30-SAX-0917-0010
Owner: JOSEPH EARTHA SCOTT
Property Address: 1415 W 7TH ST SANFORD, Fl- 32771-1719
I Parcel: 2.5-19-30-W-0917-0010 I
r
Property Address: 1415 W 7TH ST
Owner. JOSEPH EARTHA SCOTT
Mallirmj: 1415 W 7TH ST
SANFORD, FL 32771-1719
Subdivision Name: SEMINOLE PARK
Tax District- Sl-SANFORD
Exemptions: 00-HOMESTEAD (1994)
DOR Use Code: 01-SINGLE FAMILY
W
13z
Legal Description
LOT I & N 1/2 VACD ALLEY AW ON S
BLK 9 TR 17
SEMINOLE PARK
PB 2 PG 75
Taxes
IValue Summary I
2016 Working
Values
2015 Catfied
Values
Valuabon Method CoWMarket Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 30,344 29,542
Depreciated EXFT Value
Land Value (Marka) 8,185 8,185
Land Value Ag
JusVMarket Value
1 $38,529 37,727
Portability Adj
Save Our Homes Adj 1,345 801
Amendment I Adj
Assessed Value 37,184 36,926
Tax Amount without SOH: $1%.97
2015 Tax Bill Amount $184.58
Tax Estimator
Save Our Homes Savings: $12.39
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assesment Value I Exempt Values Taxable Value
County General Fund M184 37,184 0
Schools 37,184 25,000 12,184
City Sanford 37,184 25,000 12,184
SJWM(Saint Johns Water Management) 37,184 25,000 12,184
County Bonds 37,184 25,000 12,184
sales
Description Date Book Page Amount Qualified Vac/Imp
No data to display
Find Comparable Sales within this Subdivision
Land
Method I Frontage I Depth Units Price I Land Value :,
185FRONTFOOT & DEPTH 1 49 132 0 174.00
Building Information
I Description I Year Built Fixtures I Base Area I Ttal SF I Living SF I EA Wall FAdj valu Repl Value I Appendages
VJ
RECORD C.OPY.
31:
k17 1,169
24
L 38
BAS,
6v w
z
tttv wkobol-'J. 19SPF 19
INA
SPF
Ig In
REVIEWED FOR COD CO, PLIANCEm qL dls:g5jA A
A
PLANS EXAMINER
t j q(
DATE.
31 LD/,,V,
SANFORD
11R11
SANFORD BUILDING DIVISION # 6 - 6 0 8
A PERMIT 1963UED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
War off
Work Write Up
sWoaLbewofk WupimynotputiintoyotwcDrcbi,%wncscbxdorL Such itcoviarc to be handled under the umbrella ofyour costiltany thmagh licaised contractors in according to held ofcxpatise. Itisyour
ibility to pull parniits and provide results pertaining to yesur business fiancion according to Local Municipality and Code and or provide the sarce from licensed conusetom pertaining items in which your ststc license does
mYouarc required to provided Certified Payroll for all work performed on residence, for your company and all hired by you. Any bouscor trailer built pre 1978 will require EPA Lcad-Saft Work Practice
Tating to bcperflarmod bya EPA LcodSaraCertified Firm Photos ofEPA LcodSafic Work Practictor Documentation and Picauees SupportingNcgativc Tat Results are required for agency documentation & dicat lik,
for payment to be processed you must pmidc the Payment Request Form. Signed Invoice, Rdcostc oftiezi, Passed Permits, LSW Docurnentation for pro-1978 hernes &Davis Bacon Compliance. Additional info maybe
LAIlWorkandPwxbUsiltommusibclOO*/wtnplctc. Prices &itema maybesukiect tod=gc, to meet budget requirements orjob cordition, in %itich an Addend= is mqicL Ifin agr-ot, Work Write Up
signed. datedandscatback. All jobs have a listed time from in which work is to be completed. All specifications, Lorms and conditions shall hens described in the
RICONTRACTOR AGREEMBIT and SWS field guide.
I y Smoke detectors 4 10 yr Lidaium Battery UL 217 / Bcds and hall or living j!! S 260.00 S 140.00 S 00.00
I y CO2 dcwtors 1 5 yr Lithium Battery UIL 217 / Kitchen 65.00 S 35.00 S 100.00
5 y Exhaust fan at stavc, I Ductwork exists/ instail mininsurn 100 clin fim- vent to outside S 150.00 S 75.00 S 225.00
9 y Instadl exhaust fan at bath I Install 80 chot fin. Vent to outsidd tcrininatc with cap that has 114 mmh S 215.00 S 325.00 S 540.00
17 y Irt.11 I AC fifter, I- I w/ .1ticn, 1 0 15.00 s 25.00 S 40.00
20 y Install hand-held low now showor head I HALL BATH 35.00 30.00 S 65.00
21 y Insist faucet aerator at bath 1 0 S 6.00 S 20.00 S 26.00
23 y Wrap HVM per weatherization standards I Tne-11 R-24 Insulation Blanket S 40.00 S 60.00 S 100.OD
24 y Insuble HWH pipas per weatberinitim standards I InsLall 3/4" Pipe Insulation 30.00 S 70.00 S 100.00
so y Tbroshold I Front does s 30.00 S 50.00 s $0.00
51 y 1-.11 D- S-p I Fout door 1600 S 25.00 S 41.00
52 y Frana: Weath-trWitig Door 2 Froat dw and side door S 90.00 S 130.00 S 240.00
64 y Replace SB wind- 4 7-w&w9-.10 Fast aid. Windows S 1.0()0.00 S 600.00 S 1,600.00
67 y Permit 4 DoorfWanda. Permit M S 300.00 S 300.00 s 600.00
91 y sot. screens 4 Fast side of home 4? S 160.00 S 220.00 S 390.00
85 y Install CFL bulbs 12 Bcds/ Badis 33.00 S 30.00 S 63.00
91 y Scal return w/ dudboard & mastic I In Hall S 40.00 S 80.00 S 120,00
24 y AC sar icc & dean I Clean unit sot check for leaks. Provide Doctuatcatatior, of iton; serviced S 200.0D S 300.00 S 300.00
E: Earthat Joseph DATE: 213/2016 S 5,695.00
kft 924 Built 1974 JOB # 0
1415 West 7th Street, Sanford, Florida 32771 PHONE: 407-221-2340 Cell
Notice to Bid
inspect the property to assurc that pricing is complete and fair. Submit this agreement NOIATERTHAN 12-30-2015.
g is reflective offlic, Pricing Schedule. Certain items may require you to visit the site and provide a price not included in the Pricing Schedule. Certain items may besubjcct to a price change
total cost. Certain items may be subject to change due to Incidental Repairs, in which a signed, and dated letter on your company letter bead explaining the incidental repair must be submitted.
Incidental Repair is agreed upon, a Addendum will be issued back to you reflective of changes. The Addendum must be signed, dated, and sent back for changes to be effective. An Addendum
c issued ifa certain item or items can not be completed, in which a signed, and dated letter on your company letter head explaining reasons why a item or items can not be completed must be
tied. lfreasons are agreed upon, a Addendum will be is d b It N reflective f hangctThe Add5 d i bc signed. dated, and sent back for changes to be effective.
Contractor Signature: Date Contractor Agreement
V
Work Write Up for homeowner repairs and upgrades are at the above mentioned address. Owners hav Incd and accc Weathcrization Staff. Items have meet the approval of
ient, Items mentioned above are to be completed within the specified time frame.
You may begin work on 12-30-2015. You shall complete all work on or before 1-15-2016. Timefirame of Completion
ndurn to Bid: Date: Jay Curbow / Thomas Stauffelter / Weatherization Manager
Agency (changes agreed upon) Meals on Wheels Etc.
rtanee of 2801 S. Finainclal Ct. Sanford FL, 32773
ndum to Work Write Up: Date: Office; 407-333-81177 ext.1 14 / Fax 407-829-2468
CONTRACTOR (sign & send back) ICell: 321-389-4829
OkLDINO
SANFORD
Al
Silvefflne"
byAndersen
WINDOWS*DOORS
SERIES 2 100 - MODEL 2111
EXTRUDED VINYL
SINGLE HUNG WINDOW
wl FLANGE
WON-IMPAcr,
a /,
GENERAL NOTES
I . This product has been evaluated and Is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements exciuding the "High Velocity Hurricane Zone" (HVHZ).
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 areas requiring wind bome debris protection this product Is required to be
protected with an Impact resistant coveting that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drcrMng require further engineering analysis by
a licensed engineer or registered architect.
TABLE OF CONTOM
SHEEr # DESCR"ON
I Typical elevation, desim pressures & general notes
2 t ntai & verflcd— ss sections
3 B k & llra; ancF07g
4 1 Bill of materials, glo2ing detall & components
co
C=)
LID
MAX. OVERALL FLANGE WIDTH_
7Fr---70. MAX. OVERALL FRAME WIDTH
0
x
A NQ E, gi
gkSlqNl:
oRk WERPSAUIR9 &K,
SM
37.25" x 63.25" 36.U'x 62.0" 31.69" x 28.0"
G 1
50.0 50.0
46.25" x 63.25" 45.0" x 62.0"
1
40.69" x 28.(Y' 407.0 40.0
53.2S'x 74.25" 52.V'x 73.0" 1 47.67" x 33.5W 30.0 30.0
4---.
m Z
it PIP z0
E
LK
A
a: ILI, 20
E
W.L., N.T.S
ICHK. BY., LFS I
FL-14911.13
EET OF _L
I-IleMIN.
EMB. TYP.
l HORIZONTAL CROSS SECTION
IDMOR
G1
INTERIOR
ri'- VER17CAL CROSS SEC71ON
Shown w/IX sub -buck
INTERIOR
EKTERIOR
NOTE:
1. LOCATE OPERATING SASH LOCKS 7.6'
FROM EACH END OF THE ACTIVE
MEETING RAIL FASTEN WITH (2) #8 x 3/4'
SELF TAPPING SCREW$.
2. LOCATE SASH KEEPER. 6.5"FROM EACH
END OF THE MEETING RAIL FASTEN
WITH (2) #6 x 3/,f'SCREWS.
4
EXTERIOR 11 11— /--
I:\
INTERIOR
tj"' YERMAL CROSS SECnC)N
W-A
z0 9
z0 3!
E la
a
a LE
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Iz
za
SCALE, N.T.S. D
M. BY., KV
CHK. UY. LFS
DPAWW. NO.:
m
FL-14911.13
SHM _?_ OF
0% ...........
6- MAX.
TYP'. 24 x1-4
W/2)(BUCK 23
to E
INSTALLATION .0 12L
W/ 1X BUC 5z2XBUCKK24
d
INSTALLATION
2X BUCK to
TYP. HEAD, 0.
JAMBS
FRAME
UC
INWSTIAITION
MASONRY W/ I X BUCK
OPENING3,
MASONRY INSTAUATION XR
OPENING TYP. JAMBS
0
d
BUCK ANCHORING FRAMEANCHORING Z' 9
MASONRY i Lr)
CONCRETE ANCHOR NOTES: w
I . Concrete anchor locations at the comers may be acqusted to maintain the min.
edge distance to mortarjohits.
2. Concrete anchor locations noted as 'MAX. O.C. (TYP.)"must be adjusted to
maintain the min. edge distance to mortarjoints, addittonal concrete anchors
may be required to ensure the "MAX. O.C. (1YP.)"d[mensions are not exceeded.
3. Concrete anchor table: A
Z
1 EMBEDMENt' SON TPAWAI N1 ZI aE E,
ITW 10124 I 1 3
TAPCON* 1/4, r 4" scmE, N.T.S. i3
ELCO owo. Ere: KV M
ULTRACONe 114" 4" -TFS— i
i
CHK ffy.
WOOD SCREW INSTALLATION NOTES: DRAWM NO.:
1. Maintain a minimum 5Ar edge distance, I"and distance, & I* o.c. spacing of FL- 14 1 E)
wood screva to prevent the splitting of wood. N
SHEET 0
z
32
BILL OF MATERLALS
r[EM DESCRIF71ON MATERIAL
II EXTRUDED PVC MAIN FRAME #52-2611 PVC
2 EXTRUDED PVC SILL #52-2613* Pvc
3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #52-1257- PVC
44 EXTRUDED PVC MEETING RAIL #52-2907* PVC
55 EXTRUDED PVC TOP RAIL #52-2908* PVC
66 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949* PVC
7 EXTRUDED PVC STILE #52-2905* PVC
9 EXTRUDED VC GLAZING BEAD (VERT. & HORT.) #52-1227- PVC
10 OPERABLE SASH LOCK
I I SASH K PER STEEL
12 FIXED MEETING RAIL RENFOREMENT #51-2919 STEEL
14 LOCK RAIL REINFORCEMENT #51-2821 STEEL
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W/FIN .187 X.270, LOCK RAJL & SASH (ULTRAFAB)
18 1 WEATHERSTRIP PILE W/FINJ 87 x.230, FIXED MEEnNG RAIL JULTRAFAB)
WEATHERSTRIP PILE W/FIN.187 x.1 50, SILL (ULTRAFAB)
20 WEATHERSTRIP VINYL BULB .1 87"X.375"0 (AMESBURY)
22 GLAZING COMPOUND (DOW #1199) iUCONE
23 10 X 7'PFH SMS STEEL
24 114'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW EEL
2X BUCK SG - 0.42 WOOD
26 1/4"MAX. SHIM SPACE
27 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRIETE
29 1 X BUCK SG >= 0.42 WOOD
30 INTERCEPT SPACER STEEL311971 #10 X T'PPH SMS STEEL
38 11 1,C X 4 PFH ELCO OR ITW CONCRIETE SCREW STEEL
TMAPPROVLE) WMIR: RKAU PVI; tAltMUK MIKUNUM rVK WINUUM A= iu tic rKuuu%,tu
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
2.6r
ozw
c4
L409'—J-'
r.\ FVC MAIN ITIME
2.69r'
EMUDED PVC MEERNG RAIL
Itz
olic
0.6r
0.0-7
3C
s12 LOC
torcementlmlc-,-cwlp
0.065"
0.91"
rg"i EXIRUDED PVC TOP Wt
9/srOVERALL
XASS
I/TANNEALED
AIR SPACE
IMANNEALED
ewm,,Q-
r!
fit 11 itl
0.71r 0.84"
aw Ad
8 Q G 9fAD z
Sash Mdock V) 0
t
or
ow
80M1c..l
0.91-
0.065"
161 f
r.-'\ IMUDED PVC BOMM— UFT RAIL
Z
to
cl
0.7r
10 PVC Q=NQ BEAD
to7 970.OW
f DE DSRLE
v_j--
ALE, N.T.S.
lK. OY: LFS
AWM NO.:
FL— 14911.13
iiT— OF 'L
4.
Silvefflm
byMdersen
W I N D 0 W S D 0 0 R S
j U..
2724
STRUCTURAL
BEAM MULLION
impAcr, n
I
GENERAL NOTES:
I . This product has been evaluated and Is In compliance with the 5th Edition (2014) Radda
Building Code (FBC) structural requirements excluding the "HIgh Velocity Hurricane Zone'.
2. When used In areas requiring wind bome debris protection, this product compiles with
Section 1 W9.1.2 of the FBC and does not require an impact resistant covering. This product
meets missile level"D" and Includes Wind Zone 4 as defined In ASTM E 1996 and FBC Section
1609.1.2.2.
3. Wood bucks by others, must be anchored property to transfer loads to the structure and
be reviewed by the Building Official.
4 * Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
5. Separate product approvals for each glazing product used with these mullions must be
submitted along with this mullion product approval.
6. Anchoring of each glazing product to the mullion shall be as shown In each Individual
glazing product approval.
7. Any conditions not covered In this evaluation are subject to separate engineering
evaluation.
8. Mullion design pressure rating, see bad ruling table sheets 2 and 3 of this drawing.
9. The design pressure rating of the assembly shall be the lesser of the load capacity of the
mullion as determined using this approval or the design pressure rating of the Individual
glazing products used.
10. Bounding box dimensions for geometric transom shapes must be equal to or less than the
rectangular transom dimensions shown herein.
TAKEOFCONMM
ow
Typical elevotions & general notes
2 2724 mullion lood table for concrete screw anchors
3 2724 mullion lood table for wood smw anchors
4 2724 mullion section dirnensions & anchoring
wMAX.
COMBINED DIMENSION IS 1W
l H - W2
MAX. COMBINED DIMENSION IS 104
wiP— I
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
MAX. COMBINED
7 DIMENSION IS I U'
WI ---I - W2
GLAZING GLAZING
PRODUCT [EPRODUCT
GLAZING
PRODUCT
Z
0
GLAZING
PRODUCT
MAX, COMIINID
DIMENSION IS I 0,C
W I W2
GLAZING
PRODUCTrPRODUCTGLAZINGGLAZING
PRODUCT
TYPICAL MULLION CONFIGURATIONS
NOTE:
Horizontal mullions depicted herein can be combination mullions
or separate structural mullions. Separate structural mullions are
covered under separate approval.
9
E
0;
U) Z
46
A.
Ery.. DWS
BY: LFS
NING NO.:
FL-6067.4
ET I oF 4
SLVERLAVE 2724 STRUCTRUAL BEAN MULLION LOAD TABLE (PSF9
TRIWARY WIDTH
2r 31r 3r 3-r 3r 3r 4r 4r 4,r 4r 4r sr sr
88.2 83.0 78.4 74.4 70.9 87.7 64.8 62.2 59.8 57m5 55.4 53.4 51.6
7r 95.0 90.4 85.5 81.1 77.3 73.9 70.7 67.8 65.1 62.6 50.4 58.2 56.2
Tr 100.0 98.7 93.4 88.7 84.5 80.7 T7.2 74.1 71.1 68.4 81.4
er 1100.0 100.0 100.0 97.2 92.6 88.4 84.6 81.1 T7.9 74.9 72.1 69.6 67.2
er 100.0 100.0 100.0 100.0 100.0 97.1 92.9 89.0 85.5 82.2 79.2 76.4 73.7
w 100.0 100.0 100.0 11013.0 100.0 100.0 90.9 98.5 93.3 90.2 97.1 84.0 01.1
ar 100.0 100.0 100.0 110D.0 100.0 l-00.0- 100.0 100.0 97.1 93.9 91.0 88.2 85.6
er 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 97.8 94.7 1 91.8 89.1
5r__ 1100.0 1100,0_ 1100.0 100.0 100.0 100.0 100.0 100.0 1 ioo.o 100.0 98.8 95.7 92.8
5r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 99.9 95.9
w 100.0 IDD.0 100.0 100.0 100.0 100.0 100.0 100.0 110D.0 100.0 100.0 100.0 100.0
ar 100.0 100.0 110D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
5(r 110040 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
4r 100.0 100.0 1100.0--wo.0- 1100.0 100.0 100.0 1100 0 100.0 100.0 100.0 1100 0 110000
44r 100.0 100.0 100.0 1100.0 100.0 110D.0 100.0 100.0 ioo.o 100.0 100.0 100.0 110D.0
44r 100.0 100.0 100.0 100.0 11010 100.0 100.0 100.0 100.0 100.0 100.0 100.0 110D.0
4r 10060 100.0 100.0 100.0 110D.0 ioo.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0
4(r 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 lw.o 10D.0 100.0
3r 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 11w.0 100.0 100.0 100.0
3r 100.0 100.0 100.0 100.0 100.0 lw.o 1100vo 110040 10000 100.0 100.0 100.0 100.0
3,r 110040 1100wo 110040 10040 ioo*o 1100*0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0
3r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0
3Ir 100.0 100.0 lw.o 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
21r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 1 00.0 100.0
2r 100.0 100.0 2' 10%to 112NO 1002 100.0 100.0 wo 122NO 1 ioo.o 100.0 100.0
L 24" 100.0 loo o iN2 I la o 1 100.0 100.0 100.0 100.0 1 100.0 1000 100.0
INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE,
I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE
BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE
SKETCHES ON THIS SHEEF FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
3. IN THE nRsT COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE.
LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN
AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF.
THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT
DETERMINED IN STEP I ABOVE.
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
FOLLOWING:
1. SUBSTITUTE (I FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR
THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT
APPROVAL.
2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM
FASTENER SPACING ALLOWED IS 6" FROM EACH END AT
SECTION THRU MULLION AND FRAME 15" D.C. MAX SPACING.
THIS SEC77ON VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NQM- A MINIMUM OF 3 THREADS OF THE SELF -DRILLING
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION.
BY SILVERLINE CAN BE USED IN THIS FASHION.
Wl W2
T-11 III 77
GLAZING GLAZING
PRODUCT PRODUCT
Ln N
Z
r
fit 1141%
E
ci
u:
lc
TRIBUTARY WIDTH -
WI + W2.
2
wl --I I W2
GLAZING GLAZING
PRODUCT
En
GLAZING
PRODUCT
PRODUCT
0:
0 wo
E. OQ
i N. LWS
ICHK Ern LFS I
FL-6067.4
a 2 OF 4
SLVERLINE 2724 STRUCTRUAL BEAN MULLION LOAD TABLE (PSF)
1.1 TfNEkffARV WOTHTer2r3V _ 3r 31r 31r 3r 41r 4r 44* 4r 4r or ar
88.2 83.0 76.4 74-4
Tl
70.9 67.7 64.8 62.2 59.8 57.5 55.4 53.4 SiS
7r W.0- 90.4 85.5 F 77.3 73.9 70.7 67.0 65A 021 WA 58.2 50.2
7v 100.0 98.7 93.4 88.7 84.5 8D.7 77.2 74.1 71.1 68.4 65.9 63.6 61A
100.0 100.0 100oO 97m2 92A SBA 84a6 stl 77.9 74.9 72.1 89.6 67.2
er 100.0 100.0 IWO Im.0 100.0 97.1 92.9 89.0 85.5 82.2 79.2 76.4 73.7
Be 10D.0 100.0 100.0 lw o 100.0 lw.o 100.0 95.0 94A 90.5 87.1 64.0 si, I
or _100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 10D.0 98.2 94.1 90.3 sol
w 10D.0- 10040 iwao 10040 100.0 100.0 100.0 100.0 1 100.0 100.0 1 ioo.o 92.7
sr lw.o 100.0 IWO 100.0 lw.o 100.0 100.0 100.0 100.0 100.0 1 100.0
96.4
100.0 99.2
Gir 10D.0 100.0 mo 10D.0 100.0 Ioo.o- 10D.0 100.0 100.0 100.0 100.0 100.0 100.0
w 100.0 100.0 lw.o 100.0 100.0 100.0 10D.0 100.0 too.0 100.0 Im.0 100.0 lw.o
or 100.0 100.0 lw.o 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 lw.o 100.0 100.0
W ioo.o 100.0 100.0 100.0 100.0 100.0 Im.0 100.0 100.0 100.0 100.0 100.0 100.0
4r I - 00.0 100.0 100.0 IWO 100.0 10D.0 lw.o 100.0 100.0 lw.o 100.0 100.0 100.0
W 100.0 100.0 lw.o 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 lw.o 100.0 100.0
44" lw.o lw.o 100.0 IWO 100.0 100.0 100.0 io0io 100.0 100.0 100.0 lw.o lw.o
100.0 ioo.o 100.0 ioo.o IWO ioDmo 00'0100.0 100.0 Im.0 100.0 ioo.o IWO lw.o
44r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 IWO 100.0 100.0 100wo ioMo 100.0
3r 100.0 10- -0. 0- 100.0 100.0 100.0 100.0 100.0 ioo.o 100.0 100.0 100.0 100.0 100.0
31r 100.0 100.0 10D.0 1()o.o 100.0 100.0 lw.o 100.0 ioo.o 100.0 100.0 100.0
3C 10D.0 100.0 100.0 100.0 IWO 100.0 11010.0
100.0 100.0 100.0 IWO 100.0 1 100.0
3r lw.o 100.0 lw.o lw.o 100.0 lw.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0
34r Iwo 1000 100.0 10D.0 100.0 100.0 lwao looX ioo.o lw.o 100.0 lw.o 100.0-
21r 10D 0 100t 1 100.0 100.0 100.0 1W.0 100.0 100.0 100.0 100.0 loo.0 lw.o 100.0
2r 105.0 100.0 1 100.0 100.0 1 100.0 100.0 10D.0 100.0 lw.o lw.o 100.0
w lou.0 100.0 1 10D.0 100.0 1 _100.0 1 100.0 11 100.0 1 Iwo i' F'o 60 100.0- IWO 100.0
INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE:
I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE
BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
2. FOR THE PAR77CULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE
SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION.
3- IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE,
LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN
AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF.
THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT
DETERMINED IN STEP I ABOVE.
FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR
SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE
FOLLOWING:
1. SUBSTITUTE (I FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR
a THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCTFETnAPPROVAL.
2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN
IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM
FASTENER SPACING ALLOWED IS 6" FROM EACH END AT
SECTION THRU MULLION AND FRAM 15' O.C. MAX SPACING.
THIS SECTION VIEW IS SHOWN FOR ILLUSTRA77VE PURPOSES; NOTE. A MINIMUM OF 3 THREADS OF THE SELF -DRILLING
OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION.
BY SILVERLINE CAN BE USED IN THIS FASHION.
W I W2
11 111 l
GLAZING GLAZING
Lo
PRODUCT PRODUCT
TRIBUTARY WIDTH =
Wl + W2
2
1%%
r
U)
8
Z
E is IId0
u:
z0
W, _1 W2
GLAZING GLAZING
PRODUCT PRODUCT
GLAZING
PRODUCT
Lu V)
RX
On St
Ot
ZD
k'
N.FS W
ICHK. sy. LFS I
FL-6067.4
Er 3 OF 4
8) #10x 1-1/2"WOOD SCREWS 2X FRAMING
0-'
ANCHOR TO 2X STUD OR TO 2X BUCK
4) 3/16- 0 CONCRETE ANCHORS
CONCREM (SEE ANCHOR SCHEDULE)
4) 3116' 0 CONCRETE ANCHORS CONCRETE
SEE ANCHOR SCHEDULE)
m
C13
u u
MULLION AN HOR BRACKET 2722
W63-T6 ALUM)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
2" —1
2724 MULLION
6063-T6 ALUM)
ANCHOR TO MASONRY
I X BUCK
u u
ca
ANCHOR TO MASONRY THROUGH I X BUCK
7.6r
2.V 2.W 22S--1
T-
C4
C4
MULLION ANCHOR BRACKET 50-2722
6063-T6 ALUM)
FOR CONCRETE ANCHORING
MUWON BRACKET ANCHORING
2722 BRACKET SHOWN
WOOD SCREW ANCHORING SHOWN)
q'
s
f
z'
0 - zo
c;
HORIZONTAL TRANSOM
MULLION 2724,2724 OR 2728
UNDER SEPARATE APPROVAL)
8) #10 X 3/4'- T
SELF-DRILUNG:SMSS '! 1
9 . 1111,
A
I I 11
8 X 3/4" u U\
SELF -DRILLING SMS -
VERTICAL MULLION
ANCHOR MULLION TO MULIJON
MMUONANKNONARACWANCHORSOMM
fiAtOMMENT EDUDWAM CLVM140ACHMANCHORwasamFMQPauIFAC146PAw
10PFHWOODSCREW
WOOD 1-w 1. 1-1/8"
010-16SBP-DRILUNG
SHEET METAL SCREW STEEL
AMIN.OF31HREAM
RIAU FROM"
comnmyn*ouGI4
PE MR NOMME
I I-Iff
3/14r 0 PFH
HILTI KMK-CON 1+
HOLLOW BLOCK 1-1/c 1-1/7 7
CONCRETE 1-1/lr Mm--t
W- — kL 4
STEEL CONFORMM TO ASTM AM, 16 GA., OW MK MON33 (Py - 33= PSI, Fu - 45 PSQ
SHEET METAL SCREWS W GRADE 5 MK): WTI KW-REX or ELCO DRPL-FLEX
CONCRETE CONFORWNG TO Aa 301 (3,0M PSI MIN.) OR HOLLOW BLOCK CONFORMING TO ASTM C90
0
5
0 CNA
E,' N.T.S.
By.. DWS
fff: LFS
NW. NO.:
FL-6067.4
T OF _A
REQUIRED INSPECTION SEQUENCE
IRPii //, -
BuILDINGPERMIT
Min Ha—x Inspection Descation
footer / Setback
Stemwall
Foundation / Fonn Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
rame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
FinatRoof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final'Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home.Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (0ther)
REVISED: June 2014
Address: j, -Tf 0-<-
Min Max In2eeflonDesc!:!2tio.0
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.;G.
Pre -Power Final
Electric Final
71 7 'r,77 -777
min Max Inspection Deseril2flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
PlumbingFinal
MECHANWALR&RMT
Min Max DescriEtion
Mechanical.Rough
Mechanical Final
LIJNIBIN 7,) GAS PF.Ril'Irr
min Max n lese, OM
Gas Underground
Gas Rough
Gas Final
V EElD
A MAR 2 2 2016 CITY OF SANFORD
IRE PREVENTION
B_ yl- IT APPLICATION
A fication,
Documented Construction V lue:
Job Address:. 14 5" 1*- k- 4. Historic District: Yes F1 NoEl
Commercial
Parcel ID: S14-1-01111-001v Residential n
TW. of Work: New 0 Addition 0 Alteration 11 Repair 11 Demo C1 change of Use 11 Move F1
SO CL4, Description of Work'
Plan Review Contact Person: Title:
Phone: Fax-, Email:
Property Owner Information
Name DS k Phone: 4 o 2- 2-
Street: 1 14 v je-, V r__11r Resident of property7
City, State Zip:
Contractor Information
66 P
Name kzc Zvo Phone-.
Fax: Street o!q_ 0 0 -
City, State Zip: 15 State License No.- le_e 4_5100 R.elv
ArchitectflEngi-neer Information
Name. Phone:
Street Fax: —
City, St, Zip:
E-M. ail:
Bonding Company Mortgage Lender:
Address: Address.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COnMENCEMENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERIN. A NOTICF, OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SIT E BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
yOUR LENDFR OR AN ATTORN-FY BEFORE RECORDING YOUR NOTICE OFFINANCING, CONSULT WTTH
COMA14ENCEMENT.
ation hasApplicationisherebymadetoobtaina _pcmnt to do the work and installations a., indicated- I certify that no work oT install
commcnced prior to the issuance of a permit and that all work will be performed to meet standards of all. laws regulating construction
in this jurMiction. t understand that a separate. permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boflers, heaters, tanks, and air conditioners, etc.
FSC 103-3 Shall be inscribed with the dzteof application and the code in effect -as of that date: s' "tion (20j4),F1orjdaBWJdjn9 Code
NOTICE: In addition to the requirements of this permit, there inay be additional restrictions applicable to this property that inay be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your pennit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
signature ofOwner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
47' CV lk
gnatur Af Contr'actor_/A7ent or Date-
Pri,ntQntractorl/A nt'sName
3 A
ignatur Notary -State of Flo.rid. DaISf 't _St te of
LISA ANTONINI
Ic _ State of Flo 'idaNotaryPublic - State of Florida
M
W
M 018rnxpresayomm. Expires May 21, 2018yC
iss 0 211 1mission #F 125 [
1erSo Me or
Owner/Agent is Personally Known to Me or 0 ge ersona V nown to
Produced ID Type of ID ype 0
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] Electrical [I MechanicalEl PtumbingE] GasE] RoofEl
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes [-] No F]
APPROVALS: ZONING:
ENGINEERING-.
COMMENTS:
9 of Heads
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [—] No []
WASTE WATER:
Revised: June 30, 2015
Permit Application