WS-11-176Inspection Number: INSP- 157935
Scheduled Inspection Date: April 05, 2011
Inspector: Bruhn, Norman
Owner: PENDLETON, CAMILA & RYAN
Job Address: 166 NE 93 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
April 04, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Number: WS -2 -11 -176
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132060133090
REPLACE FRONT DOOR WITH HURRICANE RATED
IMPACT DOOR
Passe
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 19 of 20
9 LI 1 0 1 "" Miami Shores Village
• 51 ri -17-44 Building Department
BUILDING
PERMIT APPLICATION
FBC 20
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit Type: BUILDING p
OWNER: Name (Fee Simple Titleholder): ?YAM 1 E � b LE 7d 1\) Phone #:
/ F ��
Address: / (� 6 Alb 93 '/P
City: MI ai all ,..01(,/ /(J State: �L
Tenant/Lessee Name:
Email:
X JOB ADDRESS: 166 NE ?3 5
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #: / / - 3 Z16 -01 3 -30 6
Is the Building Historically Designated: Yes NO / Flood Zone:
s t CONTRACTOR: Company Name: Phone #:
P Y 1 (9UJY
Address:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ — 70v Square/Linear Footage of Work:
Type of Work: UAddress UAlteration l ❑New ❑Repair/Replace UDemolition
Description of Work: g�Pdg 4? rc6►4 - doe a. W•`f'i► A or! . 1Co e rc / e0 1 Ia1(r?c -1
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
***************************************F *, * *, , , ********** *** * *** **** ** *F ***** *, *, , *, , , , * *,x**** *** * *******,u********
Submittal Fee $ Permit Fee $ 7O cx! CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $
Structural Review $
Permit No.
Master Permit No.
Phone #:
Zip: 7 3 7
TOTAL FEE NOW DUE $ ` • `2O
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 the 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 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. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection F• o urs seven (7) days after the building permit is issued. In the absence of such posted notice, the
Signature
The fo
day of
APPROVED BY
inspection will not be .. 'o e' d ! re' sp� tion fee will be charged.
/I
My Commission Expires:
Signature
Contractor
g instrument was a owledged be re . s ' The foregoing instrument was acknowledged before me this
, 20)) , by � � day of , 20 _ , by
ho is personally known to me or who has produced
as identification and who did take an oath.
Owner or Agent
ersonally knovs{nto me or
o has produced
identification and who did take
Print: Print:
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10)
NOTARY PUBLIC:
My Commission Expires:
tJ621/ Plans Examiner Zoning
Structural Review Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: g. VAN P o f G4/ DATE:
ADDRESS: /6 /V 9 3 f*(e c-i' / l m' SA a
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
Initial VP
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial 1f—'" '
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license num rs on
permits and contracts.
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built r s antially
improved it for sale or lease, which violates the exemption. U /l
Initial
q :.
.
5. I understand that, as the owner- builder, I must providedirect, onsite supervision of the construction.
.
Initial Ihifi
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance.
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ��
Initial
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govem owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial V �
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.mvforidalicense.com /dbpr /pro /cilb/iindex.html
16G t v 5 3 5
Was acknowledged before me this eg day of
o 1)
Initial
Initial
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial 9
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
1�.�,
L �G who was personally known to me or who has
NOTARY .��, 0 6
'tO
Ca tctled P"afaltl�leters
Type of Structure
Height/Least Horizontal Dim
0.27
Flexible Structure
No
Description: Ryan Pendleton
Analysis by: Micheal Harris
r I li
Structure Type
Basic Wind Speed (V)
Struc Category (I, II, III, or IV)
Exposure (B, C, or D)
Struc Nat Frequency (n1)
Slope of Roof
Slope of Roof (Theta)
Type of Roof
Kd (Directonality Factor)
Eave Height (Eht)
Ridge Height (RHt)
Mean Roof Height (Ht)
Width Perp. To Wind Dir (B)
Width Paral. To Wind Dir (L)
Building
146
II
C
1
3.0
14.0
Gabled
0.85
10.50
45.00
80.00
mph
Hz
:12
Deg
ft
ft
ft
15.00
12.00
ft
ft
Fa
Gust1 lFor rigid structures (Nat Freq > 1 Hz) use 0.85
0.851
Gust Fa cto
ory lilt: RI
ctures Co
rp
Lzm
Q
l td
Im
Zmin
Cc * (33/z)"0.167
I *(zm/33)"Epsilon
(11(1 +0.63 *((Min(B, L) +Ht) /Lzm) "0.63)) "0.5
15.00
0.2281
427.06
0.9217
ft
ft
Gust2
0.925*((i +1.7 *Izm *3.4 *Q)/(1 +1.7 *3.4 *Izm))
l ust Factor a
0.8838
G 1Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1
0.851
Copyright 2005
WINDO2 v2 -06
Detailed Wind Load Design (Method 2) per ASCE 7 -02
: ulat +
Importance Factor
1
Hurricane Prone Region (V >100 mph)
Table 6 -2 Values
Alpha =
zg =
At =
Bt =
Bm =
Cc =
I=
Epsilon =
Zmin =
9.500
900.000
0.105
1.000
0.650
0.200
500.00
0.200
15.00
ft
ft
/j7L
2/1/2011
www.mecaenterprises.com Page No. 1 of 6
Condition
Gc i
Max +
Max -
Open Buildings
0.00
0.00
Partially Enclosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
Enclosed Buildings
1
0.18
1 -0.18
Copyright 2005
WINDO2 v2 -06
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Fig 6 -5 Internal Pressure Coefficients for Buildings. Gad
2/1/2011
www.mecaenterprises.com Page No. 2 of 6
Elev
0
Kz
Kzt
qz
Ib /ft "2
Pressure (Ib /ft'2)
Windward Wall*
+GCpi
-GCpi
15
0.85
1.00
39.37
19.69
33.86
B
Copyright 2005
WINDO2 v2 -06
Detailed Wind Load Design (Method 2) per ASCE 7 -02
6.5.12.2.1 Design Wind Pressure - Buildings of All Heights
Figure 6-6 - External Pressure Coefficients. CD
Loads on Main Wind -Force Resisting Systems _ Method 2)
L
Roof :Pru
z
L
' riable F
Kh
Kht
Qh
Khcc
Qhcc
2.01 *(15 /zg) ^(2/Alpha)
Topographic factor (Fig 6-4)
.00256 *(V) ^2 *I *Kh *Kht *Kd
Comp & Clad: Table 6 -3 Case 1
.00256*V ^2 *I *Khcc *Kht *Kd
0.85
1.00
39.37
0.85
39.37
uI
psf
psf
fall P r
�u
Cp
I Cp
Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8
2/1/2011
www.mecaenterprises.com Page No. 3 of 6
Copyright 2005
Roof Area (sq. ft.)
Reduction Factor
1.00
Leeward Walls (Wind Dir Normal to 45 ft wall)
Leeward Walls (Wind Dir Normal to 80 ft wall)
Side Walls
Kh =
Kht =
Qh =
Theta =
Roof - Wind Normal to Ridge (Theta =10 - for Wind Normal to 45 ft fa
WINDO2 v2 -06
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Face
rid d 'ectic
Windward - Min Cp -0.54 -25.11
Windward - Max Cp -0.03 -8.25
Leeward Normal to Ridge -0.46 -22.53
Overhang Top (Windward) -0.54 -18.02
Overhang Top (Leeward) -0.46 -15.44
Overhang Bottom (Applicable on Windward only) 0.80 26.77
Roof - Wind Parallel to Ridge (Ail Theta) - for Wind No to, 80 ft fa
Dist from Windward Edge: 0 ft to 24 ft - Max Cp -0.18 -13.11
Dist from Windward Edge: 0 ft to 6 ft - Min Cp -0.90 -37.21
Dist from Windward Edge: 6 ft to 12 ft - Min Cp -0.90 -37.21
Dist from Windward Edge: 12 ft to 24 ft - Min Cp -0.50 -23.82
Dist from Windward Edge: > 24 ft -0.30 -17.13
* Horizontal distance from windward edge
Figure 6 -10 - External Pressure Coefficients, GCnf
Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft
2.01 *(15 /zg)^(2/Alpha)
Topographic factor (Fig 6 -2)
0.00256 *(V) ^2 *ImpFac" Kh *Kht *Kd
Angle of Roof
-0.34
-0.50
-0.70
-18.62
-23.82
-30.52
0.85
1.00
= 39.37
14.0 Deg
www.mecaenterprises.com
- 4.44
-9.65
-16.34
-10.94
5.93
- 8.36
-18.02
-15.44
26.77
1.06
-23.03
-23.03
-9.65
-2.95
2/1/2011
Page No. 4 of 6
Wind Pressures on Main Wind -Force Resisting System
Surface
GCpf
+GCpi
-GCpi
qh
(psf)
Min P
(isfl
Max P
(psf)
1
0.48
0.18
-0.18
39.37
11.75
25.92
2
-0.69
0.18
-0.18
39.37
-34.26
-20.08
3
-0.44
0.18
-0.18
39.37
-24.27
-10.09
4
-0.37
0.18
-0.18
39.37
-21.83
-7.65
5
-0.45
0.18
-0.18
39.37
-24.81
-10.63
6
-0.45
0.18
-0.18
39.37
-24.81
-10.63
1E
0.72
0.18
-0.18
39.37
21.44
35.61
2E
-1.07
0.18
-0.18
39.37
-49.22
-35.04
3E
-0.63
0.18
-0.18
39.37
-31.75
-17.58
4E
-0.56
0.18
-0.18
39.37
-29.00
-14.82
Copyright 2005
WINDO2 v2 -06
Detailed Wind Load Design (Method 2) per ASCE 7 -02
I N
* p = qh * (GCpf - GCpi)
Iersion a
Figure 6 -11 - External Pressure Coefficients, GC")
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
- 2 -
2 / 1 / 2 0 1 1
www.mecaenterprises.com Page No. 5 of 6
Component
Width
(ft)
span
(ft)
Area
(ftA2)
Zone
GCp
Wind Press (11:002)
Max
Min
Max
Min
Door
3
7
21.00
4
0.94
- 1.04
44.22
-46.30
0.00
0.00
•
0.00
0.00
Copyright 2005
WINDO2 v2 -06
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Ht 2 1 2I
a = 4.5 = =>
a
I 4.50 ft
a a a
Gabled Roof
7 < Theta <= 45
Double Click on an data ent line to receive a help Screen
Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.
2/1/2011
www.mecaenterprises.com Page No. 6 of 6
TAM OFC41il= .. ... •
•
..
SHEEN
=mon •
•
TiMal elevation. desIgnisressixes, B. s- no .
• . •
.
•
Door poneldetois • • •
• •
'Y•'•
•
•
3
H:opi=WI cr sections 4 sr vim
6
4
4
Verged cross =ocfloy
5
8vckand tarns anchoring -2X iz kcrycansfruc`fion
6
Frame a IX buck masonry • • • •
• •
• •
7
BWotrnaleriads�&conponerr>i
_ • •
•
• plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
DISTINCTION SERIES
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
"IMPACT"
G5NER.A1 NOTES
1. this product has been evaluated ands in compliance with the 2007 Florida Building Code (Fag
structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shaft be as listed and spaced as shown on details. Anchor ernbedmentto base
material shall be beyond wail dressing or stucco.
3. When used in the %VHZ" this product campiiesv6?h section 1626 of the Florida Wiring Code and does
not require an impact resistant covering.
4. When used in areas outside of the "HVHr requnig wed bane debris protection this product complies
with Section 1609.12 of the 2007 RC and does not require an impact resistant covering. This product
meets mis1e level "CTand Includes Wind Zone 4. os defined in ASTM B996.
5. For b stud framing construction. anchoring of these units shy be the same cis that shown for 27c buck
masonry construction.
6. Stub conditions that deviate from the details of airs drawfigraquire further engineering analysis by a
licensed engineer or registered architect.
7 Outsv ng configurations meet waterIntfltraiton requh+r menu tor'HV142".
8. insviro configurations do not meet the water infiltration requ'vernents for the "HVH2. Irawtrg unites shaft
be installed only in non- hobttable areas or at hobitable locations protected by an overhang or canopy
such that the one between the edge of canopy or overhang to sl is tea than 45 degrees.
••• • • • • •••
• • • • • •
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• • • • • • •
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•
INSWING
OUT$W NG
37.60° MAX OVERALL
FRAME WIDTH
II
7
37.50"
�ry.ryry +47.5 -47.5 i
82.00"
37.50"
X +50.0 -50.0 j
hAei
I P 135
DAM 04 /08109
N.T.S.
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c
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35.7e IAAL
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=, wiwe
2 HORIZONTAL CROSS SECTION
• • • • • e•
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• • • •
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too Reinforcement
1 14.198 • la—io
to_ ; •
a • • • • •
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DOOR SKIN DETAIL
O C.ellular pvc
WOVEN
FIBERGLASS
2 1 VERTICAL CROSS SECTION
vi
1
avD 04/06/09
SCAM N.T.S.
OW or JK
c Leh LFS
°IMMO led
FL-12402.1
siaT or —Z-
• • • • • • • • • • • •
• • • • • • • •
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• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • •
a
a
1 -1/4" MIN.
EMB. (TYP.)
a
1
1
• •
/Mink
ar�v
•
0
i
1
0 0U
I MI
Ifillff41 ®
7 i L t% 00
INTERIOR
A i • • • • •
lent ‘+
0 0 0
0
•
•• ••• •• •
EXTERIOR
• • ••• ••
HORQ A LCR OSS SECIlON • • ••• • • • •
. .
also sho • • • • • • • • • • •
•• • • • • • • • •
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INTERIOR
EXTERIOR
••
•
• •
00 0 0
rrtrrri .
000 ►'
\w%s1 g
0 • 0
0 HORIZONTAL CROSS SECTION substituting
concrete l saewsw f sub-buck screw per
Section 1714.5,4.2 of the FBC.
INTERIOR
EXTERIOR
1- 1 /4'MIN.
EMS. (TYP.)
as
C SINK I I
"),I
Anill I
0 9 1 .� I �
Y/ •
0
() HORIZONTAL CROSS SECTION
� rg ed - i�uM+e
•
1 -1/4" MIN.
EMIT. (T1P4
4
n
wee 04/06/09
seate N.T.S.
owo. sr: JK
ax. Be IFS
FL-12402.1
sxr:r or _7_
••• • • • • • •• • •
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• • • • • • • • • •
• • • •• • • • •• ••
• •• • • • ••• • •
M 0
relli
o \ \ 0
0
FJQERIOR a \ \ INTERIOR
4 Q VERTICAL CROSS SECTION
a sod -Inswing
also
•
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e. > • . e
g.
EXTERIOR
. ... . . • • • • •
• •
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••• •• • • • ••
VERTICAL ROSS SECTION
4 configuration notes. shet 1 • • • • • • •. • • • • • •
for 1ggeenefol IVFQ° water inllitrotlmr • • • • • • • • • • • •
requirements • • • • • • • • • • • • •
•
INTERIOR
C) vEiricAl. CROSS SECTION
Oufswing attdirguration
()VERTICAL CROSS SECTION
Shown w /1X sub -bucic substituting
concrete screws for wood screws per
Section 1714.5.42 of the ftlC
EXTERIOR INTERIOR
() VERTICAL CROSS SECTION
irm*Anneg carfiguratIon notes, sheet 1
See tor'HV water Natation
requirements
1
1
GeM 04/08/09
scue. N.T S
DWG. FM JK
asc sr: LFS
MOM NO.1
FL- 12402.1
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14/4"
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11.11.1.1.
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TYP. HEAD
& JAMBS
41M.11 $■••■•■
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MASONRY
OPENING
2X BUCK
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NICK ANCHORING
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CONCRETE ANCHOR NOM&
1. Substitution of equal concrete anchors from a dderent suppger rnay hove different edge distance and center distance requharnents.
2 Concrete anchor locations at the comers may be =gusted to maintain the min. edge distance to mortar joints. Concrete anchor
locaticrns noted as WOG ON CENTER" must be adjusted to IrPdgmf: egge lirviries,oints, additional concrete
anchors may be requited to ensure the "MAX. ON �NTERni 01i3noLosceLsollid. • • •
3. Canasta =char table: • • •
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MAW ANCHORING
Masonry PJL buck consbuctIon
LATCH& DEADSOIT DEMI
HINGE MALL
gi
11
we 04/06/09
0040 T.S.
rea. JK
(11% Efts LFS
IMMO 1404
FL-12402.1
SHEET cw 7_
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=REAM
FRAME ANCROENG
Masonry IX buck construction
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements.
2. Concrete anchor locanons a the comers may be adjusted to maintain the min. edge distance to mortarjoints. Concrete anchor locatkos
noted as "MAX. ON CENTER* must be adjusted to maintain the min. edge distance to mortar joints, additional concrete
anchors may be required to ensure the 'MAX ON CENTER' dimension are not exceeded.
a Concrete anchor table:
Ass
t1w
ELCO
MN
ANCHOL
1/ 4"
1/4"
1-1/C
1-1/4"
1-1/4°
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2-1/2"
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OM,
HINGE MAIL
NINGEMAta LATCH S. DEADEOLTDEFAII
PAT&
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RILL OF MA1ERMLS
NM
DESCRIPTION
MATERIAL
A
1X BUCK SG >= 0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
1/4° MAX. SHIM SPACE
-
D
1/4° X 2-3/4 PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO AO
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16° X 3.1/4 PFH OW CONCRETE SCREW
STEEL
H
1/4 x 3.1/4 PFH ELCO OR TIW CONCRETE SCREW
STEEL
J
1 /4X3.3 /4°PFH ELCOOR ITW CONCRETE SCREW
STEEL
K
#9 X 21/2° PFH WOOD SCREW
STEEL
L
#8 X 21/2' PFH WOOD SCREW
STEB.
M
#8 X 2° PFH WOOD SCREW
STEEL
7
FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM
8
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL
FOAM
9
4°X4° BUTT HINGE
STS
10
#9 X 1" PFH WOOD SCREW
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
17
KWIKSET KEYED ENTRY GRADE 2
STEEL
18
KWIKSET DEADBOLT GRADE 2
STEEL
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLY FIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
29
OUTSWING THRESHOLD BY DLP
ALUM./WOOD
30
INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA
VINYL
31
OUTSWING BUMP THRESHOLD
ALUM.
32
VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND.
PVC
33
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. / WOOD
34
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUM. / WOOD
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHIN FOR CONSTRUCTION DETAILS
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41
DOOR SKIN (MIN. 0.075 THICK) BY PLASTPRO
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
43
LATCH & HINGE STU
CELLULAR PVC
45
BOTTOM RAIL
CELLULAR PVC
46
POLYURETHANE FOAM BY PLASTPRO
POLYURETHANE
49
LATCH AND HINGE STILE REINFORCEMENT
WOOD
50
LATCH AND HINGE STILE LOCK REINFORCEMENT
WOOD
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4.56° 1
2.36° I 2.2'
O NEAU &AIDE
Jamb
0
4.56°
Poly
213°
1
Dam. 04/06/09
SCALO N.T.S.
DIM en JK
aawc BYi LFS
MOW NO.:
FL- 12402.1
SKIEEr
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1
9
3
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ACTUAL DESIGN LOADS APPLIED TO RESIDENCF
SWING
FRAME
DIMENSION
DESIGN PRESSOPE (1
POSITIVE
ti5i,E,.,
' r.
INSWING
36 X 84"
+44.2
DESIGN LOADS FROM N.O.A. #: SEE ATTACHMENTS
SWING
MAX. FRAME
DIMENSION
DESIGN PRESSURE (PSF)
POSITIVE
NEGATIVE
INSWING
37.5" x
84"
+47.5
-47.5
•cr
L_
NE 93rd STREET
PROPERTY UNE
ONE-STORY RESIDENCE #166 I
0,
$-0 .41 rile!
69'-3 1/2"
NORTH
PROPERTY LINE
••■■•■•11D •■■•111.1 •ra■••• ■•••■•
4.
F NEW FRONT DOOR TO BT1
I INSTALLED WITHIN EXISTING
I ROUGH OPENING ON NORTH I
L FACE OF RESIDENCE J.
7 I
T
_J
SCALE: 1" = 20
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RI ILES AND REGULATIONS
0 MAR 1 1 20
I. • 3
R.O.
0
FRONT DOOR ELEVATION::
SCALE: 1/4" = 1
ti Aiwa
Ammisisr oseasnaw
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SURVEY:: SCALE: 1" = 40
NORTH
Project
Pendleton-Tobon Residence
166 NE 93rd Street
Miami Shores, Florida
33138
Prepared for
Pendleton-Tobon
Client Location: Residence
MICHAEL A. HARRIS, AIA
,FLORIDA REGISTERED ARCHITECT
LICENSE it AR 94,520
All reproduMion 3 intellectual property rights
1 reserved @ 2011
Key Plan:
NOMURA SHORE& WA NM
No. Issue Description YYYY-MM-DD
1 PERMIT APPLICATION 2011-01-31
Revision Description YYYY-MM-DD
Revision 1 3/10/2011
Reviewed by MH
Sheet Title:
DOOR PERMIT
DATA
Original drawing is 17 x 11. Do not scale this drawing.
Sheet Number.
A101