136 Country Club Dr - BR18-004354 - FRONT DOOR, DAMAGE REPAIRCITY OF
SANS® OCT 2'S 2oi$ PERMIT APPLICATION
f ; BUILDING DIVISION'
Application No: / 3 S
Documented Construction Value: $130(7 , 00
Job .Address: 3- Historic District: Yes No
Parcel ID: 5 a 1 - p r Qo - Residential dCommercialEl
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: ) acz FPA,'f' -LyzwL_ Jl ood c oC6 0,-- 1 wpr l
Plan Review Contact Person: Z.ac fZS Title:ir'1("(L
Phone: Fax: Email: ar,dve n.au=5 6'%a7am+t+I.Ov,a
016l
Property Owner Information
Name Pr__rc_tlj _ Phone:
Street: Ca 4,
J
C Resident of Property?:
City, State Zip:
J
Contractor Information
Name Phone: LAC--r1Li4131-b'S Street:
7& -) i E }1 L Fax: L-k:Y-) 4*01 9 dal o City,
State Zip: C(14 cl,--,A, State License No.: CC.)C-i Sob'3°t'g Architect/
Engineer Information Name:
q ),
I
YY1 z . 'S n, t '7 0,. Street: /
0 2. 14'nl h ." k Q_vA cA City,
St, Zip:1 a Bonding
Company: Address:
Phone: (
y 0 -1 ) 79 O - S 4 4CI 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.
1
T
D
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019016994 Book:9299 Page:1591; (1 PAGES) RCD: 2/18/2019 8:47:45 AM
REC FEE $10.00
THIS INSIRUMENT PR PARED BY
Name B C
address 7 ti _Q ; r RA
NOTICE OF COMMENCEMENT
State of Flonda
County of Seminole
Permit Number Parcel ID Number
CERTIFIED COPY GRANT MALOY
CLERK OF THE CIRCUIT COURTi
AND COMPTR LLER t1.;. SEMI E UV?Y, FLORIDA yvx 1,•y
BY EPUTY CLERK
Oate;
The undersigned hereby gives notice that Improvement will be made to certain real property and in accordance with
Chapter 713 Ronda Statutes the following information is provided in this Notice of Commencement
8IUDP nVe(LJan?s t'LoSt 774perty and street address rf available)
IrEliERAL' ?fSCilOa@I N OF IMPROVEMENT
OWNER INFORMATION
Name James Wendell Agee Jr & Michele_ M Agee
Address 783 Creighton Road Flemng Island FL 32003
Fee Simple Title Holder (if other than owner) Name James W Agee, Jr Living Trust Agreement
Address 783 Creighton Road Fleming Island. Clay County. Florida 32003
CONTRACTOR
Name Park Avenue Custom Construction
Address 989 Montrose Avenue Orange City FL 32763
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 71313(1)(b) Florida Statutes
Name Specialized Property Management
Address 135 W Pineview Street Altamonte Springs FL 32714
In addition to himself Owner Designates Nick Guadagnino of
Specialized P rcperty Management To receive a copy of the Lienor's Nobce as Provided in
Section 713 13(1)(b) Florida Statutes
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
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 I SECTION 71313
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 1 declare that 1 have read the foregoing and that the facts stated in it are true
to the best of n* knowledge qid belief
James W Agee Jr
Ronda Statute 71313(t)(g) Theowner must sign the notice ofcommenoementand no one else maybe permitted to sign in his orher stead
State of County of SM1116l
The foregoing instrument was acknowledged before me this &D day of 20
Ili
by Who Is personally known to me
Name of person making stafeme
OR who has produced identification I type of identification produced d )
Ablic BELL
e NCommibhc IGG1fflonda y}-B'1A11)V rdV(i/
Commission MGG 108441 Notary Signature
o '10iyComm ExpiresMay25 2021
timdedthroughNat onalNotaryAssn
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 601 Edition (2017) Florida Building Code
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 ofsubmittal. 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.
kq t, A& 2 I Sep Utz -
Signature of Owner/Agent Date
kcch& A. 4
Pri t Own ent's Name
9I)
Signature ofContractor/AgentT Date
Date•S'ialer"r1bfu}t9 Date
JOY RUBLE ?o1PRY °e, JOANNA KHA
MYComwssloN # FF2ll688 ? a4 °? Notary Public - State of FleftEXPIRES: March 18 2019 -
y Commission # FF 20 a
ler gent is Personally Known to Me or t'raIPj s Mar 1 a llv Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building g"Electrical &Mechanical K Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
REQUIMED MPECTION' SEQUENCE ispff.
R, 4:< Address: i.
1975ULI OING PERM 7Footer
Setback Stemwa-
11 Fbundatimn•/
Form Board.Survey Slab
o. our Lintel /
Tie. Beaih / Fill Down Ceff Shcathing-
L Wallsj Sheathing-L, Roof 1
Roof Dry Th IFra=
Insulation
Rough In - I
FirewallScrew Pattern Drywall /
Sheetrock Lath
Inspect,ioh Final
Solar Final
Roof Final
Stacc6. /,Siding hisulation,
End Final
Utility', Building - Final
Door Final
Window Final
Screen.Room Final..
Pool Sbreen. Enclosure. Mobile
Home Building- Final Pre:
Demo Final
Demo. V,- Final
Single 'FamiTy. Residence, Final.
Building (Other RmVISED.,
Ame 20144 RX
P.RIP -T Mn
Ins ElecfAc.
Underground Footei /'
Slab Steel Bond 0
Electric Rough T.
U.Q. Pre -
Power Final Electric
Final JM
mva-mv, Mm M6ZX.
Ilmsmiam Demd2tlom Plurii$
ing Underground Plumbing
Sewer I
PlumWng Tub Set I
PlumlftFinal Max
Ihsleechom DeSCF Mecham"
cal Rough Mechanical
Final M&
11 rlmedioipes ifilom I
Gas Underground Gas
Rough IGas.
Fin!al
James E. Saizan /ARCHITECT
902 W Timberland Trail Altamonte Springs, FL 32714 (407)756-6750
October 24, 2018
City of Sanford Building Department
Residential Plans Review
30D-N: Park Avenue
Sanford, FL 32771
Re: Repairs to Residence
OF0136CountryClubDrive
Sanford, Florida
CERTIFICATION
I herein certify that the plans submitted with this letter identify, to the best of my knowledge and
based on the information provided to me and my inspection, that rehabilitation work at the above
residence has been performed and is being performed to comply with the 2017 Florida Building
Code and the 2014 National Electrical Code. Other repairs have been done to repair vandalism
and other damages to restore this residence to livable condition using replacement materials and
fixtures which comply with Florida Code product approvals.
Please contact me with any need of clarification or additional information.
Sincerely,
James E. Saiza
Architect
FL Reg ## AR10054
F[, a a 3 63.Y
eulLp,
C
SANP01'Oo0A
rnnE
NOTICE OF PRODUCT CERTIFICATION
a1Cx Company: Masonite International Corporation Certification No.: N1013717.03-R1
c
1955 Powis Road Certification Date: 05/12/2017
West Chicago, IL 60185 Expiration Date: 05/31/2021
d Revision Date: 11/20/2017
Sl-
kt sr Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
w/Wood Frame or Worldwide Composite Frame4 unless noted)
Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NAM[ Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Nainicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number &
outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 6'8" 40/-40 0.0 psf No ATLNC 0829.01-16/ATLNC 1013.01-16
Single Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-PL0189-17
X O/S Glazed 3'0" x 6'8" 40/40 3.75 psfl No ATLNC0829.01-16/ATLNC 1013.01-I6/W-1813/W-1843
Single 6.0 psf Maximum Panel Si- 3'0". 6'8"
8.25 psf' Anchor Details-DWG-MA-FL0189-17
9.0 psf5
XX I/S Glazed 6'0"x 6'8" 40/40 0psf No ATLNC 0829.01-16/ATLNC 1013.01-16
Double Maximum Panel Size: 3'0" x 6'8"
Anchor DetaiIs_ DWG-MA-11-0189-17 XX
O/S Glazed 6'0" x 6'8" 40/40 3.75 psP No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1913/W-1843 Double
6.0 psf ` Maximum Panel Size: 3'0" x 6'8" 8.
25 psf' Anchor Details-DWG-MA-PL0189-17 8.
25 psf' XO/
OX 1/S Glazed 6'0"x 6'8" 40/40 0Psf Door -No ATLNC 0829.01-16/ATLNC.1013.01-16 Single
w/Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor
Details-DWG-MA-PL0189-17 XO/
OX O/S Glazed 6'0" x 6'8" 40/40 3.75 psf Door -No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843 Single
w/Sidelite 6.0psf: Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" 8.
25 psf' Anchor Details-DWG-MA-PL0189-17 9.
0psf' OXO
1/S Glazed 910" x 6'8" 40/40 0 psf Door -No ATLNC 0829.01-16/ATLNC 1013.01-16 Single
w/Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor
Details-DWG-MA-1'L0189-17 OXO
O/S Glazed 9'0" x 6'8" 40/-40 3.75 psf Door -No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843 Single
w/Sidelites 6.0psf: Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" 8.
25 psf' Anchor Details-DWG-MA-I1-0189-17 9.
0 Psf5 OXXO
I/S Glazed 12'4" x 6'8" 40/-40 0 psf Door -No ATLNC 0829.01-16/ATLNC 1013.01-16 Double
w/Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor
Details-DWG-MA-PL0189-17 OXXO
O/S Glazed 12'4"x 6'8" 4-40/40 3.75 pst' Door -No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843 Double
w/Sidelites 6.0psf: Sldelltse-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" 8.
25 psf' Anchor Demils-DWG-MA-1'1-0189-17 8.
25 psF 1 -
Denotes Bumper Outswing Threshold 2 -Denotes Z-Series Outswing Threshold 3-1-i-Dam Outswing Threshold 4-W-I8I5 5-worldwide Pro T411reshold National
Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (
804) 684-5124/Fax: (804) 684-5122 NAMI
AUTHORIZED SIGNATURE:
i' MASONITE.
FIBERGLASS DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2, WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TFST DFSrRIPTInN I]FSIr.NATInN FAf:INr_ IITF FRAUr
SELF IGNITION_. TEMP ASTM D1929 752 'F > 650 'F 842'F > 650 'F
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN/MIN
SMOKE-DENSITY AST. 02843 53.4% 702%
TENSILE STRENGTH" ASTM D638 3.2% DIFF 1.8% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TFST I7FSfRIPTInN nFSH:NATlnN RFCI 11 T
1 SELF IGNITION TEMP ASTM D1929 779 -F > 650 'F
RATE OF BURNING ASTM D635 0.0 IN/MIN
SMOKE DENSITY i ASTM 02843 39.0%
TENSILE STRENGTH j ASTM 0638 3.6% DIFF
UUMYAKAIIVt ItNJll.t WKLNUIII At ILK WtA1NLKINU
4500 HOURS XENON ARC METHOD 1
C Mimionk: ;;
Reviewed ByDateResmed
149' MAX. OVERALL FRAME WIDTH
21" MAX 36.375" MAX.
D.L.O. - PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH i
1
I
I
J
W
o i
I
I
Li Ll 01
W S DE TE
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRTO BE 15% OF DESIGN PRESSURE - IrnklrlcUAYWInTHIWCWMrnIITCWINCEDn.c X
37.5 40L 40.0 I +40.0 40.0 N A 25.0 25.0 40.0 XX
74 40.0 - 40.0 40.0 40.0 N/A 25.0 25..0 40.0 40.0 40.0 40.0 40.0 40.0 OX
or XO 75 - 40.0 40.D 25.0 40.0 40.0 40.0 40.0 0 40.0 OXO112.5 40.0 25.0 0
40.
0 40.0 40.0 40.0 0 40.0 i
149 40.0 40.0 400 4 25OXXO 40.0 40.0 40.0 40.0 40 40.0 TABLE
OF CONTENTS SHEET -#
DESCRIPTION 1
TYPICAL ELEVATIONS & GENERAL NOTES 2
ANCHORING LOCATIONS & DETAILS 3
IANCHORING LOCATIONS & DETAILS nATE:
4126117 sckE:
N. T. S. owo.
BY, SWS CHK.
BY: KURT
RALTHAZOR 5RAWNG No.: FLORIDAP.E. 156533
DWG-MA-FL0189 SHEET
I OF 3
3" 1
6"
3
3.
SEE DETAIL
3
3"
c
3.
6•
3;
SEE DETAIL
C"
LA I
6"
3• —) io
W
Q
J
B
oB
Q
Q
x
II
6"
Ir I
6" 3"
1 I
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a SEE DETAIL
J "
D"
Q a
CSw
w
o
iO
3" — t I
3"
3"
3.
3.
6"
SEE DETAIL
6" #8 x 2"
F.
8 x 2" #10 x 5/8"
8 x 2" #
10 x 5/8
DETAIL "E" ASTRAGAL
10 x 2-1/2#
10 x 1"
ATTACH ASTRAGAL RETAINER BOLT
10 x 1" STRIKE PLATE TO FRAME
AS SHOWN.
10 x 5/8"
DETAIL "D„
DETAIL "C"
1 0.9621
1.375
T
E7739-,`
INSWING THRESHOLD BUMPERO/S"THREESHOLD
1 1 1
1.482"ff 7 J5"22 1.04T 1.437"
T T T"
Z-SERIES OIS THRESHOLD HIGH DAM --OS THRESHOLD T4 0,/S THRESHOLD
6"
EE DETAIL
C"
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
ow a x 1-1/f• PIB`Ie x /• its
Fw wil 1/7 SITEFqi WELT/ _1 r1/Y- 9tE EVS1
mmoneimsre
TYPICAL
Q AZING DETAIL AiRNAT L71NrDINON —
IMPACT GLASS NON —IMPACT 4SS Addendum
to NN Certiliealon
No.:. RW
Q3dBiiBNeri
s—:
N. T. S. owc.
M SWS CHK.
BY: otes-
n or
3
SEE DETAIL
C" SHT. 2
Addeldun toFdAf
Cert itPb.:
AeviisY
Date
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOADS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS.
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2". _
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE
3"
t
o
o
U
a SEE DETAIL
m "D" SHT. 2 ,. I
bw
w0_ O
V
t
3"
HARDWARE SCHEDULE
1. `KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
MIN" 2. 4" X 4" FULL MORTISE BUTT HINGES.
SHIM 1"Xt/2" CORRUGATED #tOX2" WOOD SCREW
f 25„'" ,. 3" FROM EACH END 6" FROM EACH END
CL —I — MIN AND 7" OC AND 12" OC
I s
n: MAXu
SHIM ACRYLICLATEXCAULK
TYPICAL MASONRY CL I I„
ACRYLIC
ANCHOR INSTALLATION LATEXCAULK CL
t 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1.50" ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
MIN 0.25'
f MAX (3)#i0X2-1/2" (4) #1OX2-1/2"
SHIM WO D SCREWS WOOD SCREWS
CL
EACH END EACH END
f —
J'
TYPICAL WOOD BUCK ®®m
ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW
MULLION (CHS) MULLION (CHS)
Ln
00.
O Q co
1 QooOf -
z a
c
0
z 0-
LOU-
U7
o
DATE: 4126117
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DWG-MA-FLO189-17
SHEET T OF 3
L.' Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomas(dlrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw NUS 2012, NDS 2015, TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Frb = 80,000 psi
Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t, = 1.000 in Main member thickness: tm = 1.500 in
Side member dowel bearing strength: F, = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in
Mode I. Mode I, Mode II Mode IIIm Mode III, Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P = 725.61 Ibs P = 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
Kp = 2.400 Kp = 2.400 C:-427.674 C:-253.623 C:-267.699 C: -93.6
Z.= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
Ko = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs Kp = 2.400 Ko = 2.400 Kp = 2.400
Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCo): Z' = 175 Ibs/anchor
Fastener type: 1/4ITW Tapcon Tabulated. values
N.O.A. 16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
2.00 F4.00
2.00 1301 161
4.00 163 202
Actual C To C spacing:
Allowable Design Value:
3.00 in
Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type: 10 Tek screw
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al Al
A2Y YA2 79.25
Y Y
Al Al
72.75
37.50 36.38 36.38 37.50
Al A4 A4 Al
Y Y YA2Y
Y Y Y 3 Y 79.25
147.75
1 of 4
Zone
Area
zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) TQtY Load
Ibs)
Al 2.3 138 N/A N/A 155 1 138 1 OK
AZ 7.7 463 6.00 21.00 155 5 93 1 OK
A3 7.7 463 N/A N/A 155 1 3 154 1 OK
Design pressure: 60.0 psf
Zone
Area
ftz)
Load
Ibs)
Ind.
n)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) Q
Load
Ibs)
Al 2.4 146 N/A N/A 155 1 146 OK
Az 7.9 473 6.00 21.00 155 5 95 OK
A3 7.8 468 N/A N/A 1 155 4 117 OK
A4 2.3 138 N/A N/A 155 1 138 OK
A5 1 7.7 1 463 N/A N/A 155 3 154 OK
5 R • i O
0 '
TAT 40F v
OR 00't-
r ONAl.``.
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L.' Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
Manufacturer: Masonite
Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomas(alrlomaspe.com
Anchor Locations:
Double door
36.38 —-- ---- 36.38 ---
6.00 TYP. — 6.00 TYR i -- 18.19 TYP. —
3.00 TYP. —
i
6.00
I
18"
MAX
O.C.
I
79.25
6.00
L
2of4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L.' Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomas(d)IrIornaspe. corn
Double door with sidelites
6.00 TYP. -
I
37.50
18.75 TYP. —
6.00 TYP. -—
3.00 TYP. -
36.38 --
18.19 TYP. —
36.38— 37.50 -
6.00
18,
MAX
O.C.
i
i
9.25
i
i
J-
6.00
3of4
R
ir= 0 51 .•#
TAT OF w
S/ONAI`
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
11L.' Ro'berto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomas(d)lrlomasoe.com
Manufacturer: Masonite
Report #: 514008A
Date: 10/10/2017
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. ' Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012A
434-688-0609 Date: 10/10/2017
rllomas(a)l rlomaspe. com
Test Report: N/A
Product: Double Door with and without sidelites 12'xH" (composite frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw NDS 2012, NDS 2015, TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi
Side member: PVC Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tin= 1.500 in
Side member dowel bearing strength: F, = 10,000 psi Main member dowel bearing strength: F_ = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: I, = 1.140 in
Mode I. Mode I, Mode II Mode III, Mode III, Mode IV
qm = 636.5 Ibs/in qs = 1900 Ibs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P = 725.61 Ibs P = 1900 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ko = 2.400 Ko = 2.400 C:-681.799 C:-253.623 C: 521.824 C: 93.6
Zm= 302 Ibs Z,= 792 Ibs P = 510 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
Ko = 2.400 P = 324 Ibs P = 529 Ibs P = 299 Ibs
Min. Design value: Z= 125 Ibs Z= 212 Ibs Ko = 2.400 Ko = 2.400 Ko = 2.400
Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs
Allowable Design Value (ZCo): Z'= 199 Ibs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222D6
Substrate: Hollow block
edge
distance
spacing (in)
2.00 4.00
2.00 130 161
4.00 163 202
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
Actual C To C spacing: 3.00 in
Allowable Design Value: Z..= 155 Ibs/anchor (per interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5)
Nominal screw diameter: D: 0.190 in Screw root area: Ar 0,0151 in'
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,u 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: t, 1.000 in Thickness: t2 0.052 in
Ultimate tensile strength: F,ui 14 ksi Ultimate tensile strength: F,uZ 22 ksi
Nominal strength per bearing (side member): Rn = 2Dt1Ftui Rnl = 5320 Ibs (Eq J.5-12)
Nominal strength per bearing (main member): Rn = 2Dt,F1u2 Rn2 = 435 Ibs (Eq J.5-12)
Nominal strength per tilting: Rn = 4.2(t,'O)"'F,uZ Rn = 478 Ibs (Eq J.5-13)
Nominal screw shear strength: Rn = ArF,u/1.25 Rn = 654 Ibs (Eq J.5-14)
Safety factor: n = 3
Allowable shear and bearing capacity: P 145 Ibs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,u 54.0 ksi
Screw root area: Ar 0.0151 in Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: t, 1.000 in Thickness: tZ 0.0"
Ultimate tensile strength: Ful 14 ksi Ultimate tensile strength: FuZ ,`I0\1
Nominal strength per tilting: Rn = 4.2(t23D)'/2Fu2 Rn = 1001 Ibs (Eq E4.3.1-1) \x !„ v
Nominal strength per bearing (side member): Rn = 2.7Dt Fu3 Rnl = 7182 Ibs (Eq E4.3.1-2 and -4) `\ • • • • " • ''/
f Nominal strength per bearing (main member): Rn = 2.7DtZF 2 Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) ` w C S (e" j
Nominal screw shear strength: Rn = A F /1.25 Rn = 654 Ibs . r •. i
Safety factor: n = 3 " * 0 51 . •
Allowable shear and bearing capacity: P 218 Ibs/onchor
Minimum anchor capacity: 145 Ibs/anchor . TA OF
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 0 O w. i t1 • ,
0 R VOaG•' \
w`
0N L`E
1 of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. ' Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012A
434-688-0609 Date: 10/10/2017
rllomas(c)lrlomaspe. corn
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
79.25Alm
I-
72.75
Zone
Area
zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) QtY
Load
Ibs)
Al 2.3 138 N/A N/A 145 1 138 OK
AZ 7.7 463 6.00 21.00 145 5 93 OK
A3 7.7 463 N/A N/A 145 4 116 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Al A4 A4 Al
j j I l 79.25
Al A4 A4 Al
147.75
Anchor Locations:
Zone
Area
aft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
lbs) QtY
Load
Ibs)
Ai 2.4 146 N/A N/A 145 2 73 OK
A2 7.9 473 6.00 21.00 145 5 95 OK
A3 7.8 468 N/A N/A 145 4 117 OK
A4 2.3 138 N/A N/A 145 1 138 1 OK
A5 7.7 463 N/A N/A 145 4 116 1 OK
Double door
36.38 36.38 -
6.00 TYP.- - 6.00 TYP. -L-18.19 TYP.
3.00 TYP. - -
6.00
I
18"
MAX
O.C.
79.25
IA
6.00
2of4
01 11111t
v•• -\G E N y
r TAT 0F >y0 . . •
0 R tOP •
ss 4NA1.
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. ' Roberto Lomas P.E.
1432WogdfordRd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012A
434-686-0609 Date: 10/10/2017
rllomas(aNdomaspe.com
Double door with sidelites
79
6.00 TYP. -I
1
37.50 -
18.75 TYP. --
I
6.00 TYP
3.00 TYP. -
36.38 —--
18.19 TYP. —
36.38 37.50
i
6.00
I
18"
MAXO.C.
25
6.00
3of4
dye i.
4-TAT040F,•
s ONAt}Ea
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L.'Rod&to Lomas P.E.
1432WogdfordRd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012A
434-688-0609 Date: 10/10/2017
rllomaspIrlomaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4of4
vIO R 11C /o/
E NSF
0
TAT 0 F
IFS,'. 00RtOP •
s ONAL E?` I1
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
James'E. Saizan 1 ARCHITECT
902 W. Timberland Trail Altamonte Springs, FL 32714 (407)756-6750
October 24, 2018
City of Sanford Building Department
Residential Plans Review
300 N. Park Avenue
Sanford, FL 32771
Re: Repairs to Residence
136 Country Club Drive
Sanford, Florida
CERTIFICATION
i8-435' 4
G
I herein certify that the plans submitted with this letter identify, to the best of my knowledge and
based on the information provided to me and my inspection, that rehabilitation work at the above
residence has been performed and is being performed to comply with the 2017 Florida Building
Code and the 2014 National Electrical Code. Other repairs have been done to repair vandalism
and other damages to restore this residence to livable condition using replacement materials and
fixtures which comply with Florida Code product approvals.
Please contact me with any need of clarification or additional information.
Sincerely,
b iTlIg
ames E. fSaiz
Architect
FL Reg # AR10054
K aa3s3.'4
j8 J54
IBUL
A
NOTICE OF PRODUCT CERTIFICATION
kjy Company: Masonite International Corporation Certification No.: N1013717.03-R1
1955 Powis Road Certification Date: 05/12/2017
0
y
fRs
West Chicago, IL 60185 Expiration Date: 05/31/2021
Revision Date: 11/20/2017
Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
W (w/Wood Frame or Worldwide Composite Frame' unless noted)
r Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute (ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number &
Outswing Opaque Size Pressure Pressure Rated Comments
X 1/S Glazed 3'0" x 61" 40/40 0.0 psf No ATLNC 0829.01-16/ATLNC 1013.01-16
Single Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FLOI89-17
X O/S Glazed 3'0" x 6'8" 40/40 3.75 pstNo ATLNC 0829.01-16/ATLNC 1013.01-161W-1813AV-1843
Single 6.0 psf' Maximum Panel Size: 3.0" x 6.8"
8.25 psf' Anchor Details-DWG-MA-I:1.0189-17
9.0 or,
XX I/S Glazed 6'0" x 6'8" 40/40 0psf NO ATLNC 0829.01-16/ATLNC 1013.01-16
Double Maximum Panel Size: 3V. x 6'8-
Anchor Devils-DWO-MA-FL0189-17
XX O/S Glazed 6'0" x 6'8" 40/40 3.75 psP No ATLNC 0829.0I-16/ATLNC 1013.01-16AV-1813AV-1943
Double 6.0 psf' Maximum Panel Size: 3'0" x 6'8"
8.25 psf' Anchor Details-DWG-MA-1:1.0189-17
8.25psf'
XO/OX I/S Glazed 6'0"x 6'8" 40/40 0psf Door -No ATLNC 0829.01-16/ATLNC.1013.01-16
Single w/Sidelite Sidelite-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0"x 6'8"
Anchor Details-DWG-MA-I:1-0189.17
XO/OX O/S Glazed 6'0" x 6'8" 40/-40 3.75 psP Door -No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813AV-1843
Single w/Sidelite 6.0 psf' Sidelite-NO Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
8.25 psf' Anchor Details-DWG-MA-FLO189-17
9.0 pSf5
OXO 1/S Glazed 9'0" x 6'8" 40140 0 psf Door -No ATLNC 0829.01.16/ATLNC 1013.01-16
Single w/Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-I:1-0189-17
OXO O/S Glazed 9'0" x 6'8" 40/40 3.75 psP Door -No ATLNC 0829.01.16/ATLNC 1013.01-16AV-1813AV-1943
Single w/Sidelites 6.0psf' Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 61"
8.25 psf' Anchor Details-DW&MA-1'1.0189-17
9.0 pSf 5
OXXO I/S Glazed 12'4" x 6'8" 40/40 0 psf Door -No ATLNC 0829.01-16/ATLNC 1013.01-16
Double tv/Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-I:1.0189-17
OXXO O/S Glazed 12'4" x 6'8" 40/40 3.75 psP Door -No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813AV-1843
Double w/Sidelites 6.0psf' Sidelitse-No Maximum Panel Size: 3'O" x 6'8"/Sidelite: 3'0" x 61"
8.25 psf' Anchor Details-DIVG-MA-FLO189.17
8.25 psf'
1 -Denotes Dumper Outswing Threshold 2 -DenotesLSeries Outswing Threshold 3-Hi-Dam OutswingThreshold 4.W-1815 5.Worldwide ProT4 Threshold
National Accreditation& Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
1 MASONITE. 149' MAX. OVERALL FRAME WIDTH ' 00
27" MAX 36.375" MAX. -Q8 FIBERGLASS DOOR UNIT — D.L.O. PANEL WIDTH 37.5" MAX. Q Q
6'-S" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH Q Lc J
GENERAL NOTES ¢ u
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W Q QTHEFLORIDABUILDINGCODEANDWHEREPRESSURE , UREQUIREMENTSASDETERMINEDBYASCE7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. (0
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), N ZHURRICANEPROTECTIVESYSTEM (SHUTTERS) IS REQUIRED. p 0) m (n
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ¢ QLLJHURRICANEPROTECTIVESYSTEM (SHUTTERS) IS REQUIRED. O g
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 _ p =
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING: aTESTDESCRIPTIONDESIGNATIONFACINGLITEFRAME
razJ
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): N
TEST DESCRIPTION DESIGNATION RESULT $ E m
o
o `
DOUBLE DOOR UNIT W/SIDELITFC a a
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING In
4500 HOURS XENON ARC METHOD 1 N m
j¢
i
o
e • 0 zee • • ¢ 0
LLa n
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT- SINGLE DOOR UNIT W(SIDELRES. DOUBLE DOOR UNIT W/SIDELITES N IWITHSIDELITEWITHSIDELITE
mclueumtotL119 //1/
AeNTxedBy /
DaleRrtisew T ,/` ,
e
wee: 4126117
scue' N.T.S.
owo.I7r: SINS
CHK. BY:
KURT BAA P.E.
R ounrlc no.:
FLORIDA P.E.
56533 DWG-MA-FL0189-17
sNeLT 1 of 3
SELF IGNITION TEMP ASTM 01929 752 'f > 650 'F 842 'F > 650 'F
RATE OF .BURNING ASTM D635 0.56 IN/MIN 1.28 IN .MIN
SMOKE DENSITY ASTM 02843 53.4X 70.2X
TENSILE STRENGTH- ASTM, D636 3.2X DIFF 1.87. DIFF
SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F
RATE OF BURNING ASTM D635 0.0 IN MIN
SMOKE DENSITY ASTM D2843 39.OX
TENSILE STRENGTH- ASTM D638 3.67. DIFF
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S T4 0SHIGH DAMX37,5 40.0-40.0 40.0-40.0+25.0 25.0 40.0-40.+40.0XX7440.0-40.0 40.0-40.0+25.0 25.0 4t40.0 40.0OXorXO7540.0-40.0+40.0-40.0+25.0 25.0 VZ-
SERI
40.0OXO112.5+40.0 40.0+40.0-40.0+25.0 25.D
OXO 149400+25.0-25.0
TABLE OF CONTENTS
SHEEP DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS &DETAILS
3 ANCHORING LOCATIONS &DETAILS
6" SEE DETAIL 6'
3" .E. 3" _
3" 3" -1 F 0
3. c 3" c r. 1— 3i
SEE DETAIL
C'
6" 6" 6"
3• .—I in
w
Q
J
B
B
o B o
6" 3'
II 1r II
3" ' x
3.
c It,
3" 3"
6-
SEE DETAIL
F"
8 x 2" #10 x 5/8"
8 x 2" #
10 x 5/8"
10 x 1"
10 x 2-1/2"
10 x 1"
10 x 5/8"
DETAIL "C"
DETAIL "D'
1 o.s621
1.375"
T T
INSWING THRESHOLD BUMPER O/S THRESHOLD
0
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i
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e 3.t
3-
6" #8 x 2"
E!! I
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER SOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1 1 1
1.482" 1.75" t 1.047" 1.437` P!m
T T T
Z-SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD T4 O/S THRESHOLD
6"
EE DETAIL
C.
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
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SEE DETAIL
C" SHT. 2
Adden&I toNAN
Cedfrallm No:.
Reviewed 6S
Date
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS.
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE
3 11 c
6"
3
1 I r
6 11.1 --"-
SEE DETAIL 11.1a "D" SHT. 2
J !`
0
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W j
II in
u)
W
io
6
J
r 1 3"
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I II II II II I
K0
4-1
3. i
6"36-
1
HARDWAREHARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2N" I , , s. : 2. 4" X 4" FULL MORTISE BUTT HINGES.
0..25'
SHIM 1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
1M?N" I > t. AND 7" OC AND 12" OC
CL '
0.25"
SHIM ACRYUCLATEX
I (--
TYPICAL MASONRY CL :
x AC
CAULK
EX I
ANCHOR INSTALLATION CAULK cL
1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
150" ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
MIN 0.25" ) p _ pp _ MAX (3WOODSCREWS" (W09D SCREWSSHIM
EACH END EACH END
CL —I I-
TYPICAL WOOD BUCK u
ANCHOR INSTALLATION
INTEGRAL WOOD INTEGRAL WW
MULLION (CHS) MULLION (CHS)
4126117
N.T.S.
1. SWS
BY.
NG NO.:
MA-FL0189-17
3 of 3
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomas@l rlomaspe. com
Test Report: N/A
Product: Double Door with and Without sidelites 12'x6'8" (wood frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6.w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
Nominal diameter: D: 0.190 in
Root diameter: Dr: 0.152 in
Minimumrequired penetration: p: 1.140 in
Side member: Douglas Fr -Larch (6=0.50)
Side member thickness: t,= 1.000 in
Side member dowel bearing strength: F,s = 4,650 psi
Side member dowel bearing length: Is = 1.000 in
Mode I. Mode Is Mode II
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007
P = 725.61 Ibs P = 884 Ibs B: 1.07
KD = 2.400 KD = 2AOO C:-427.674
Z„= 302lbs Z,= 368lbs P= 331lbs
KD = 2.400
NDS 2012, NDS 2015, TR12)
Gap: g: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength: Fyb = 80.000 psi
Main member: Spruce -Pine -Fir (6=0.42)
Main member thickness: tT= 1.500 in
Main member dowel bearing strength: F,,, = 3,350 psi
Main member dowel bearing length: 1m = 1.140 in
Mode III„ Mode III, Mode IV
A: 0.00096 A: 0.00107 A: 0.00135
B: 0.57 B: 0.5 B: 0.000
C:-253.623 C: 267.699 C: -93.6
Ms = 46.8 in-Ibs Min = 46.8 in-Ibs
P = 297 Ibs P = 319 Ibs P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs KD = 2.400 KD = 2.400 KD = 2400
Duration Factor: CD = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCD): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hallow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
2.00 4.00
2.00 1301 161
4.00 163 202
Actual C To C spacing:
Allowable Design Value:
3.00 in
Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type: 10 Tek screw
Substrate: 18 &A, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (Us): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchorcalculations, minimum requiredanchors
36.38 36.38 Design pressure: 60.0 psf
I
Al Al
AzA2 _- 79.25
Y Y
Al Al _
I
72.75
37.50 36.38 36.38 37.50
YIY_Y_ Y_
I
Al A4 A4 Al
147.75
1 of 4
i
79.25
i
Zone
Area
2ft )
Load
Ibs
Ind.
n)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) Q
Load
Ibs)
Al 2.3 138 N/A N/A 155 1 138 OK
A2 7.7 463 6.00 21.00 155 5 93 OK
As 7.7 463 N/A N/A 155 3 154 OK
Design pressure: 60.0 psf
Zone
Area
zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) Q
Load
Ibs)
Al 2.4 146 N/A N/A 155 1 146 OK
A2 7.9 473 6.00 21.00 155 5 95 OK
A3 1 7.8 1 468 1 N/A I N/A 155 4 117 OK
A4 2.3 138 N/A N/A 155 1 138 OK
As 7.7 463 N/A N/A 155 3 154 OK
NNJ S R L b:,/•, 9
v• EIVSF •
1 =
TAT OF
s, 0
0R1Ot
11;1j0"' ONAI E1111111
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC27023
Manufacturer: Masonite
Report #: 514008A
434-688-0609 Date: 10/10/2017
rllomas anlrlomasge.corn
Anchor Locations:
Double door
36.38 --- 36.38 ----
6.00 TYP. -I 6.00 TYP. -- II — 18 19 TYP. —
3.00 TYP. - i i --
6.o0
18.
MAX
O.C.
I
79.25
6.00
I
2of4
111111.1////
NJ CEO'. q ,
TAT OF try000 . F ORtOP
NAL1E
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432Woodford Rd. Manufacturer: Masonite Lewisville,
NC 27023Report #: 514008A 434-
688.0609 Date: 10/10/2017 rllomas()
Irlomaspe.com Double
door with sidelites 6.
00 TYR - 37.
50 18.
75 TYP. --j 6.
00 TYP. -1— 3.
00 TYR - 36.
38 —--------- I —
18.19 TYP. II 36.
38 37.50 ------ 6.
00 18'
MAX
O.
C. I
925
i
Iii
J_
6.
00 3of4
IN
E
IV d'qqcS''` TAT
0 F ONAL
E N
Luis
R. Lomas P.E. FL
No.: 62514 10/
10/2017
L. Roberto Lomas P.E.
1432 Woodford RV.
Lewisville, NC 27023
434-688-0609
rllomas()IrlOmaspe.COm
Manufacturer: Masonite
Report #: 514008A
Date: 10/10/2017
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
Manufacturer: Masonite
Report #: 514012A
434-668-0609 Date: 10/10/2017
rllomas@lrlomaspe. com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (composite frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
Nominal diameter: D: 0.190 in
Root diameter: or: 0.152 in
Minimum required penetration: p: 1.140 in
Side member: PVC
Side member thickness: t.= 1.000 in
Side member dowel bearing strength: F„ = 10,000 psi
Side member dowel bearing length: I, = 1.000 in
Mode I. Mode I, Mode II
qm= 636.5 lbs/in qs= 1900 Ibs/in A: 0.0005
P = 725.61 Ibs P = 1900 Ibs 8: 1.07
Ko = 2AOO Ko = 2.400 C:-681.799
Z„= 302 Ibs Z,= 792 Ibs P = 510 Ibs
Ko = 2.400
NDS 2012, NDS 2015, TR12)
Gap: g: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength: F,y = 80,000 psi
Main member: Spruce -Pine -Fr (6=0.42)
Main member thickness: t•= 1.500 in
Main member dowel bearing strength: F_ = 3,350 psi
Main member dowel bearing length: 1• = 1.140 in
Mode III. Mode III. Mode IV
A: 0.00066 A: 0.00092 A: 0.00105
8: 0.57 8: 0.5 8: 0.000
C:-253.623 C: 521.824 C: -93.6
Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
P = 324 Ibs P = 529 Ibs P = 299 Ibs
Min. Design value: Z= 125 Ibs Z= 212 Ibs Ko = 2AOO Ko = 2.400 Ko = 2AOO
Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs
Allowable Design Value (ZCo): Z.= 199 Ibs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block distance 2.00 4.00
edge spacing" (in)
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 Ibs/anchor (per interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5)
Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 in'
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F. 54.0 ksi
Pertable J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: tt 1.000 in Thickness: tz 0.052 in
Ultimate tensilestrength: Ft t 14 ksi Ultimate tensile strength: Fnz 22 ksi
Nominal strength per bearing (side member): Rn = 21)ttFt t Rn1= 5320 Ibs (Eq J.5-12)
Nominal strength per bearing (main member): Rn = 2Dt2Ft,2 Rn2 = 435 Ibs (Eq J.5-12)
Nominal strength per tilting: Rn = 4.2(t231))VzFt,e Rn = 478 Ibs (Eq J.5-13)
Nominal screw shear strength: Rn = A,F•,/1.25 Rn = 654 Ibs (Eq J.5-14)
Safety factor: n = 3
Allowable shear and bearing capacity: P. 145 Ibs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F•, 54.0 ksi
Screw root area: A 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: tt 1.000 in Thickness: tz D.C..
Ultimate tensile strength: F t 14 ksi Ultimate tensile strength: F 2
Nominal strength per tilting: Rn = 4.2(t23D)uZFa Rn = 1001 Ibs (Eq E4.3.1-1) \ R • . 0 /
Nominal strength per bearing (side member): Rn = 2.7DttF t Rn1= 7182 Ibs (Eq E4.3.1-2 and -4) NN J • • • ' • / /
Nominal strength per bearing (main member): Rn = 2.7Dt2Fa Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) = / • •\G E IV s • ( 'j
Nominal screw shear strength: Rn = A,F•,/1.25 Rn = 654 Ibs
Safety factor: o = 3 ^r * • Q 51 •
Allowable shear and bearing capacity: P. 218 Ibs/anchor
w
i •
Minimum anchor capacity: 145 Ibs/anchor TAT OF • c,
Nate: Anchors with the leastcapacity is used for calculations to qualify anchors with higher capacity. O .• `
OR
11till\\\
1 of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432WoodloniRd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012A
434-688-0609 Date: 10/10/2017
rllomasa(Irlomasoe.com
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
EEA1 79.25
I-
72.75
37.50 36.38 36.38 37.50
Al AlY_ Y_
j I I 79.25
Al A4 A4 Al
147.75
Anchor Locations:
Double door
Zone
Area
zft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) Q
Load
Ibs)
Al 2.3 138 N/A N/A 145 1 138 OK
A2 7.7 463 6.00 21.00 145 5 93 OK
A3 7.7 463 N/A N/A 145 4 116 OK
Design pressure: 60.0 psf
Zone
Area
2ft)
Load
Ibs)
Ind.
in)
Max.
O.C.
in)
Anchor
ResultCap.
Ibs) QfY
Load
Ibs)
Al 2.4 146 N/A N/A 145 2 73 OK
A2 7.9 473 6.00 21.00 145 5 95 OK
A3 7.8 468 N/A N/A 145 4 117 OK
Ay 2.3 138 N/A N/A 145 1 136 OK
A5 1 7.7 463 N/A N/A 145 4 116 OK
36.38 36.38
6.00 TYP.-I - 6.00 TYP. - 18.19 TYP. -
3.00 TYR
J-
6.00I
18,
MAX
O.C.
79 25
L-
6.006.00
t
2 of 4
s, P, - L6
0 E N 5+.9'
J
s
O
1
TAT 0 F •;'
c,
i Fs F 0RIOP
i/ONA"`
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Wogdlord Rd. Manufacturer: Masonite
Lewisville,' NC 27023 Report #: 514012A
434-688-0609 Date: 10/10/2017
rllomaS pe.Com .
Double door with sidelites
6.00 TYP. ----
1
37.50 — i18.75 TYP. --
6.00 TYR A-- i3.00 TYR - iI
36.38
18.19 TYP.
ii-
36.38 -- --- 37.50 • -
I
r 6.00
i
18,
MAX
O.C.
I I
Ii
i
itI
9.25
I
I
i
I
i
I
6.00
3of4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432Wo;.drordRd. Manufacturer: Masonite
Lewisville, niC 27023 Report #: 514012A
434-688-0609 • Date: 10/10/2017
rllomas@Irlornaspe. corn
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR'FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
J S R L
b0
TAT OF
i0 .
hF•:c ORIDP'-
ss/0N0 `E11111
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017