WS-12-609Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 172089 Permit Number: WS -4 -12 -609
Scheduled Inspection Date: April 25, 2012
Inspector: Bruhn, Norman
Owner: SANSONE, FRANK RAYMOND
Job Address: 10295 NW 1 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1131010180060
Building Department Comments
DOOR REPLACEMENT
Inspector Comments
Passe
l-,2C-/J
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
April 25, 2012
For Inspections please call: (305)762 -4949
Page 12 of 24
Miami Shores Village
Building Department
RECEIVED
AP 12 2012
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING Permit No. y jL` IS I j
Z— (QCP''
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): 1-trC A \ LL 5 An 5D e.
Address: I 0 2_,q 5 p L 3 1 S r Pea€
Phone#: S` (cl 3-3542(
City: V*-4 & 4 t 6 V► ore S
State:
Zip: 3-'1��
Tenant/Lessee Name: °` 1 `� Phone #: N i
Email:
JOB ADDRESS: 16 29 S k.i LA.) 1 ST fit✓
City: Miami Shores
County:
Miami Dade Zip: 3 3 I56
Folio/Parcel #:
Is the Building Historically Designated: Yes NO )( Flood Zone:
CONTRACTOR: Company Name: Phone #:
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: $ 3'50-00 Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ❑New gRepair/Replace ❑Demolition
Description of Work: irl e d ice_ CY6ibe
*************************************** Fees****** *+ x********** *************x *** * ***** * **
Submittal Fee $ Permit Fee $ //6 °21 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) ( m C--
Mortgage Lender's Address One &fl 1A - Pi , PO 607' (a (o
City S • •u . State PA SSC )
Zip (031�(� °b`�3i
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 copy o -. notice of commencement and construction lien law brochure will be delivered to the person
whose property is subjec /l att <. went. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first ins ectidn,t,e occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wi oved and a reinspection fee will be charged.
1
Signature
Th
ore oin 1
Owner or Agent
trumentt was pwled
, 201-; by
day of
1�
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of ,20_,by
e01s .e ona
NOTA
Sign:
Print:
to me or who has produced
ntification and who did take an oath.
is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
My Commission Expires:
c�P� IIN Sta a of `020
e∎ oat, , Notttl
pope totes AY A.6
mom .
'o" °.�. tf1y e0m sio # lyotatY PS
wool
704 �,-q F„ „,**************************************************
******************************
APPROVED BY�� Plans Examiner Zoning
t:
Commission Expires:
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
TITP.KNAL OWNER BUILDER DISCLOSURE STATEMENT
NAME: DATE: 4-1-(a- 12-
ADDRESS: l 02-q S 1 vT eve R- 33/56
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.
2. I understand that building permits are not required to be signed by a property owner unless he or she is respons
construction and is not hiring a licensed contractor to assume responsibility.
Initial
for the
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 mbers 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 or s J' tantially
improved it for sale or lease, which violates the exemption.
Initial
5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction.
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�z.unty or
mypicjpal Qrdinance. /1
Initial Air
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 homeowner's 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 vim"
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.
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.myfioridalicense.com/dbpdprotilb/index
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
Dally and financially responsible for the proposed construction activity at the following address:
I 0 '29 j 1.4_; 1 )4 Au 5k Ekre % 33c
Initial
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.
Was acknowledged before me this l 2 day of Apv ■ L , 20 IL
By 4
Produced
4 %car)
�r
who was personally known to me or who has
VC 1(0t cJ' t24as identificati • n
•T':
CLAUDIA V. CUBILLOS
� t V P V6�4
�•: Notary Public - State of Florida
4 My Comm. Expires Sep 23, 2015
Commission # EE 128610
Bonded Through National Notary Assn.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
44 JOB ADDRESS:
City:
/62 ; it /(K /
FBC 20
Permit No.
Master Permit No.
ROOFING
Miami Shores
Folio/Parcel #:
County:
Miami Dade
P `J'
Zip: /
Is the Building Historical1 Designated: Yes
Flood Zone:
OWNER: Name (Fee S';' ple Titleholder): / ,1 �iI Ti fie -T) cf Phone #: ?G) 5 ('3
Address: / 2.c "I' ' L:t ) / s i tW
City: r Ct I' - >'i h,,p- . State. / , el &_.., Zip: :5 -j / 5
Tenant/Lessee Na e: ,t 1 Phone #: s-' 1 of
Email: t 11,jC 'i _ _TR. 3I (^.
A CONTRAC 1 R: Company _Fame:
Address:
City: C tc,r
Qualifier Name: E92/4.sf 0
State Certification or Registration #:
Contact Phone #: -" _ -
DESIGNER: Architect/Engineer:
Zip: 9 �7(-K
Phone #: 30 2e. ?j
Certif. "ate of Competency #: 72 £7
Etnail Address:
Value of Work for this Permit: $ 5C
Type of Work: ❑Addition ❑Alteration
Description of Work: ej<C(iE c' jr c Oa2
Square/L r Foota
New
❑Demolition
******** * * * * * * * * * * * *** * * * * * * * * * ** * * * * ** Fees************* * * * * *** * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ //t 0e) CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training /Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicably <J (
6( 66r '3/
Mortgage Lender's Address
City . J7` C�� .,s State 1) 7 i 5 • �c,.'j e Zip tv 037
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 cert that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating cons ' ction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCE NT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEME " TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING' CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDI ► G YOUR NOTICE OF COMMENCEMENT."
Notice to Ap icant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in :,sod faith that a copy of the notice of commencement a .. -. struction lien law brochure will be delivered to the person
whose prop rty is subject to attachment. Also a certified :: o the recor' ed notice of commencement must be posted at the job site
for the firs; inspection/'" hich,occurs ^seven (7) after the buildin permit is issued. In the absence of such posted notice, the
inspection ` ill not b roved and a reins. Lion fee will be charge
Signature
K. Owner or Agent
The fo9tegoing instrument was acknowledged be %' e me this
day orf $ ls" 20 !' , by e" t A�'i [ t t l„,,, %,
Signature
The fore
d
who is p
who is personally known to me or who has :. roduced
As identification and
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
tractor
mg, instrume Yt was ac
, 20 r ., by
own to me or who has produced
tonally
ged before
an oath.
ation and who did take an oath.
N S R ARY PUBLIC:
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
STEPHANIE A. SERVAITES
COMMISSION # EE 143870
EXPIRES: November 3, 2015
Bonded Thru Budget Notary Services
Sign:
Print:
My Commissi
*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *:
Plans Examiner
Structural Review
(Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
Notary Public - S
Commissio
Footled Thr
LOS
to of Florida
EE 128810
nal Notary Assn
Clerk
` ALEX SINK
STATE OF FLORIDA
CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
01-11 -2010
EFFECTIVE DATE:
PERSON:
FEIN:
02/20/2010 EXPIRATION DATE 02/2012012
BARCELO LAZARO
202781294
BUSINESS NAME AND ADDRESS:
CARPENTRY BY LAZARO INC
6S9 FLAGAMI BLVD
MIAMI FL 33144
SCOPES OF BUSINESS OR TRADE
1- DOOR INSTALLATION
2- CARPENTRY
IMPORTANT: Pageant to Chapter 440 . 06(10, F.S., an officer of a corporation who elects exemption from this chapter by Mug a certificate of electiau under this
section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply truly within the
scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to he exempt and certificates of
election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or
certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person
named on the certificate to meet the requirements el this sexton.
CIVIC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06
QUESTIONS? (850) 413- 160!
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY
CERTWICATE OF ELECTION TO BE EXEMPT FROM FLORIDA
WORKERS' COMPtdtSATION LAW
Bi i- I_CTIVE 02/20/2010 EXPIRATION DATE: 02/20/2012
PERSON: LAZARO I BARCELO
FEIN 202781294
BUSINESS NAME AND ADDRESS:
CARPENTRY BY LAZARO INC
659 FLAGAMI BLVD
MIAMI, FL 33144
SCOPE OF BUSINESS OR TRADE
1- DOOR INSTALLAT1ON 2- CARPENTRY
IMPORTANT
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
O elects exemption from this chapter by filing a certificate of election
L under this section may not recover benefits or compensation under this
D chapter.
Pursuant to Chapter 440.05(12), F.S., Certificates of election to be
H exempt apply only within the scope of the business or trade listed on
Rthe notice of election to be exempt
E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt
and certificates of election to be exempt shall be subject to revocation
if, at any time after the filing of the notice or the issuance of the
certificate, the person named an the notice or certificate no longer meets
the requirements of this Section for issuance of a certificate. The
department shall revoke a certificate at any time for failure of the
person named an the certificate to meet the requirements of this
section.
QUESTIONS? (850) 413 -1609
CUT HERE
al Carry bottom portion on the job, keep upper portion for your records.
DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
✓ ���•Cv4-
WITH ALL FEDERAL
RULES AND REGULATIONS
SUBJECT TO COMPUANCE
STATE AND COUNTY
03/09/2012 - 11:36am gabrieis
F: \01 Project FBes\ 2010- MPS\400 Wind Charts\ Reference \00 -MPS10 -400 Series (Current).dwg
2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD"
DESIGN LOADS FOR COMPONENTS AND CLADDING
INTERIOR ZONE 4 PRESSURES
Mean
Roof
DESIGN
PRESSURES (PSF) - ZONE
Tributary Area (Sq Ft)
4
Height
5
40
15
20
25
30
35
40
45
50
0 - 30 ft
59.1
.5
7.7
3.1
-56.7
+52.1
-55.9
+51.3
-55.2
+50.6
-54,7
+50.1
-54.2
+49.6
-53.8
+49.2
-53.4
+48.8
31 ft
-5 .
+54.9
-58.1
+53.5
-57.1
+52.4
-56.3
+51.6
-55.6
+51.0
-55.1
+50.4
-54,6
+50.0
-54.2
+49.5
-53,8
+49.2
32 ft
-60.0
+55.3
-58.5
+53.8
-57.5
+52.8
-56.7
+52.0
-56.0
+51.3
-55.5
+50.8
-55.0
+50.3
-54.5
+49.9
-54.2
+49.5
33 ft
-60.3
+55.6
-58.9
+54.2
-57.8
+53.1
-57.0
+52.3
-56.4
+51.7
-55.8
+51.1
-55.3
+50.6
-54.9
+50.2
-54.5
+49.8
34 ft
-60.7
+56.0
-59.2
+54.5
-58.2
+53.5
-57.4
+52.6
-56.7
+52.0
-56.2
+51.4
-55.7
+50.9
-55.2
+50.5
-54.9
+50.1
35 ft
-61.1
+56.3
-59.6
+54.8
-58.6
+53.8
-57.7
+53.0
-57.1
+52.3
-56.5
+51.7
-56.0
+51.2
-55.6
+50.8
-55.2
+50.4
36 ft
-61.5
+56.7
-60.0
+55.2
-58.9
+54.1
-58.1
+53.3
-57.4
+52.6
-56.8
+52.0
-56.4
+51.6
-55.9
+51.1
-55.5
+50.7
37 ft
-61.8
+57.0
-60.3
+55.5
-59.2
+54.4
-58.4
+53.6
-57.7
+52.9
-57.2
+52.3
-56.7
+51.8
-56.2
+51.4
-55.9
+51.0
38 ft
-62.2
+57.3
-60.7
+55.8
-59.6
+54.7
-58.7
+53.9
-58.1
+53.2
-57.5
+52.6
-57.0
+52.1
-56.6
+51.7
-56.2
+51.3
39 ft
-62.5
+57.6
-61.0
+56.1
-59.9
+55.0
-59.1
+54.2
-58.4
+53.5
-57.8
+52.9
-57.3
+52.4
-56.9
+52.0
-56.5
+51.6
40 ft
-62.8
+57.9
-61.3
+56.4
-60.2
+55.3
-59.4
+54.5
-58.7
+53.8
-58.1
+53.2
-57.6
+52.7
-57.2
+52.3
-56.8
+51.9
41 ft
-63.2
+58.2
-61.6
+56.7
-60.5
+55.6
-59.7
+54.8
-59.0
+54.1
-58.4
+53.5
-57.9
+53.0
-57.5
+52.5
-57.1
+52.1
42 ft
-63.5
+58.5
-61.9
+57.0
-60.8
+55.9
-60.0
+55.0
-59.3
+54.3
-58.7
+53.8
-58.2
+53.3
-57.8
+52.8
-57.4
+52.4
43 ft
-63.8
+58.8
-62.2
+57.3
-61.1
+56.2
-60.3
+55.3
-59.6
+54.6
-59.0
+54.0
-58.5
+53.5
-58.0
+53.1
-57.6
+52.7
44 ft
-64.1
+59.1
-62.6
+57.5
-61.4
+56.4
-60.6
+55.6
-59.9
+54.9
-59.3
+54.3
-58.8
+53.8
-58.3
+53.3
-57.9
+52.9
46 ft
-64.7
+59.7
-63.1
+58.1
-62.0
+57.0
-61.2
+56.1
-60.5
+55.4
-59.9
+54.8
-59.3
+54.3
-58.9
+53.8
-58.5
+53.4
48 ft
-65.3
+60.2
-63.7
+58.6
-62.6
+57.5
-61.7
+56.6
-61.0
+55.9
-60.4
+55.3
-59.9
+54.8
-59.4 -
+54:3
-59.0
+53.9
50 ft
-65.9
+60.7
-64.3
+59.1
-63.1
+58.0
-62.2
+57.1
-61.5
+56.4
-60.9
+55.8
-60.4
+55.2
-59.9
+54.8
-59,5
+54.4
52 ft
-66.4
+61.2
-64.8
+59.6
-63.6
+58.5
-62.8
+57.6
-62.0
+56.8
-61.4
+56.2
-60.9
+55.7
-60.4
+55.2
-60.0
+54.8
54 ft
-66.9
+61.7
-65.3
+60.1
-64.2
+58.9
-63.3
+58.0
- 62.5
+57.3
-61.9
+56.7
-61.4
+56.1
-60.9
+55.7
-60.5
+55.2
56 ft
-67.4
+62.2
-65.8
+60.5
-64.6
+59.4
-63.7
+58.5
-63.0
+57.7
-62.4
+57.1
-61.8
+56.6
-61.4
+56.1
-60.9
+55.7
58 ft
-67.9
+62.6
-66.3
+61.0
-65.1
+59.8
- 64.2
+58.9
- 63.5
+58.2
-62.8
+57.5
-62.3
+57.0
-61.8
+563
-61.4
+56.1
60 ft
-68.4
+63.1
-66.8
+61.4
-65.6
+60.2
-64.7
+59.3
-63.9
+58.6
-63.3
+58.0
-62.7
+57.4
-62.3
+56.9
-61.8
+56.5
r
r
z
U1
0
REMARKS
INR ISSUE
DRWN
CHKD
EXTERIOR ZONE S PRESSURES
Mean
Roof
Height
10
15
DESIGN
20
PRESSURES (PSF) - ZONE
Tributary Area (Sq Ft)
5
40
45
50
25
30
35
0 - 30 ft
-73.0
+54.5
-70.1
+53.1
-68.1
+52.1
-66.5
+51.3
-65.2
+50.6
-64.1
+50.1
-63.2
+49.6
-62.3
+49.2
-61.6
+48.8
31 ft
-73.5
-70.6
- 68.6
-67.0
-65.7
-64.6
-63.6
-62.8
-62.0
+54.9
+533
+52.4
+51.6
+51.0
+50.4
+50.0
+49.5
+49.2
32 ft
-74.0
+55.3
-71.1
+53.8
- 69.0
+52.8
-67.4
+52.0
-66.1
+51.3
-65.0
+50.8
-64.0
+50.3
-63.2
+49.9
-62.4
+49.5
33 ft
-74.5
+55.6
-71.6
+54.2
-69.5
+53.1
-67.9
+52.3
-66.5
+51.7
-65.4
+51.1
-64.5
+50.6
-63.6
+50.2
-62.8
+49.8
34 ft
-75.0
+56.0
-72.0
+54.5
-69.9
+533
-68.3
+52.6
-67.0
+52.0
-65.8
+51.4
-64.9
+50.9
-64.0
+503
-63.2
+50.1
35 ft
-75.4
+56.3
-72.4
+54.8
-70.3
+53.8
-68.7
+53.0
-67.4
+52.3
-66.2
+51.7
-65.3
+51.2
-64.4
+50.8
-63.6
+50.4
36 ft
-75.9
+56.7
-72.9
+55.2
-70.8
+54.1
-69.1
+53.3
-67.8
+52.6
-66.6
+52.0
-65.7
+51,6;
-64.8
+51,1
-64.0
+50.7
37 ft
-76.3
-73.3
-71.2
-69.5;
-68.2
-67.0
-66.0
-65.2
-64.4
+57.0
+55.5
+54,4
+53.6
+52,9
+52.3
+51,8
+51.4
+51.0
38 ft
-76.7
+57.3
-73.7
+55.8
-71.6
+54.7
-69.9
+53.9
-683
+53.2
-67.4
+52.6
-66.4
+52.1
-65.5
+51.7
-64.7
+51.3
39 ft
-77.1
+57.6
-74.1
+56.1
-72.0
+55.0
-70.3
+54.2
-68.9
+53.5
-67.8
+52.9
-66.8
+52.4
-65.9
+52.0
-65.1
+51.6
40 ft
-77.6
+57.9
-74.5
+56.4
-72.3
+55.3
-70.7
+54.5
-69.3
+53.8
-68,1
+53.2
-67.1
+52.7
-66.2
+52.3
-65.4
+51.9
41 ft
-78.0
+58.2
-74.9
+56.7
-72.7
+55.6
-71.0
+54.8
-69.7
+54.1
-68.5
+53.5
-67.5
+53.0
-66.6
+52.5
-65.8
+52.1
42 ft
-78.4
-75.3
-73.1
-71.4
- 70.0
-68.8
-67.8
-66.9
-66.1
+58.5
+57.0
+55.9
+55.0
+54.3
+53.8
+53.3
+52.8
+52.4
43 ft
-78.8
+58.8
-75.7
+57.3
-73.5
+56.2
-71.7
+55.3
-70.4
+54.6
-69.2
+54.0
-68.2
+53.5
-67.3
+53.1
-66.4
+52.7
44 ft
-79.1
+59.1
-76.0
+57.5
-73.8
+56.4
-72.1
+55.6
-70.7
+54.9
-69.5
+54.3
-68.5
+53.8
-67.6
+53.3
-66.8
+52.9
46 ft
-79.9
-76.7
-74.5
-72.8
-71.4
-70.2
-69.1
-68.2
-67.4
+59.7
+58.1
+57.0
+56.1
+55.4
+54.8
+54.3
+53.8
+53.4
48 ft
-80.6
+60.2
-77.4
+58.6
-75.2
+57.5
-73.4
+56.6
-72.0
+55.9
-70.8
+55.3
-69.7
+54.8
-68.8
+54.3
-68.0
+53.9
50 ft
-81.3
+60.7
-78.1
+59.1
-75.8
+58.0
-74.1
+57.1
-72.6
+56.4
-71.4
+55.8
-70.4
+55.2
-69.4
+54.8
-68.6
+54.4
52 ft
-82.0
+61.2
-78.7
+59.6
-76.5
+583
-74.7
+57.6
-73.2
+56.8
-72.0
+56.2
-70.9
+55.7
-70.0
+55.2
-69.2
+54.8
54 ft
-82.6
+61.7
-79.4
+60.1
-77.1
+58.9
-75.3
+58.0
-73.8
+57.3
-72.6
+56.7
-71.5
+56.1
-70.6
+55.7
-69.7
+55.2
56 ft
-83.3
+62.2
-80.0
+60.5
-77.7
+59.4
-75.8
+583
-74.4
+57.7
-73.1
+57.1
-72.1
+56.6
-71.1
+56.1
-70.2
+55.7
58 ft
-83.9
-80.6
-78.2
-76.4
-74.9
-73.7
-72.6
-71.6
-70.8
+62.6
+61.0
+59.8
+58.9
+58.2
+57.5
+57.0
+56.5
+56.1
60 ft
-84.5
+63.1
-81.1
+61.4
-78.8
+60.2
-77.0
+59.3
-753
+58.6
-74.2
+58.0
-73.1
+57.4
-72.1
+56.9
-71.3
+56.5
DATE
GSS
TSB
03/05/12
THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO,
P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT OF FRANK L BERNARDO, RE,
"ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION.
WIND VELOCITY = 175 MPH
EXPOSURE 'C'
ENCLOSED STRUCTURE, FLAT TERRAIN
MRH <_60'
BASED ON Kd = 1.0
INSTRUCTIONS FOR TABLE USE:
1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS
DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES.
2. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE.
3. TABLES VALID FOR ALL ROOF TYPES & SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES
LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION,
4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
CANNOT BE IDENTIFIED, USE THE PEAK -ROOF HEIGHT.
5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION.
6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR
THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
THAN ONE -THIRD THE SPAN LENGTH (HEIGHT2 / 3), USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL
BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
GENERAL NOTES:
1. TABLES ARE TO BE USED IN CONFORMANCE WITH °ALLOWABLE STRESS DESIGN
METHODOLOGY° PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE
CRITERIA AS OUTLINED HEREIN.
2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) FOR USE
WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH
LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR
WALLS AND VERTICAL SURFACES ONLY.
3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
4, THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
VALUE USE I5 OFFERED HEREIN. -
5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED
CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES.
7, NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH,
WHICHEVER IS SMALLER, -BUT NOT LESS TI-IAN 4% OF LEAST HORIZONTAL
DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
WALL ZONE FIGURES
2010 FLORIDA BUILDING CODE
ASCE 7 -10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
ASCE 7 -10
PEAK ROOF
HEIGHT
MEAN
ROOF
HEIGHT
ENGINEERING
EXPRESS®
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354 -0660 Fax: (954) 354 -0443
WWW.ENGEXP.COM
CERT OF AUTH #9885
Mar. 29. 2012 3:47PM
Flortda pulls g c9de.onitne
No. 8749 P. 1/22
Hama Loa In 1 User Wander!
Product Approval
URER; public User •
"4,4 AMOter :DcA'r ,(:roky . 4 f#A6i ;R!S•
Submit Surcharge 1 Stab k Feels 1 Fubuadans 1 Fly Staff! 13a5 Sits Nap 1 Links 1 Burt
FrailuctAaaravaLpianu > preduct,pc Aanneatlon Search,) Aoollcatipp,L„1> Application Detail
FL # FL4904 -A4
Application Type Revision
Code Version 2007
Application Status Approved
*Approved by DCA, Appravala by DCA shall be reviewed and ratified by the
Poc end/or the Commission IF neeeuary.
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Entail Dna North Dale Mabry
Suite 950
Tampa, FL. 335DB
0615) 441 -4258
uchrelber@masonfte.rom
Authorized Signature
Technical Representative ,
Address /Phone/gm:al
Quality Assurance Representative
Addrau/Phone/lmall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Rafarenced Standard and Year (or Standard)
Squivelenee or Product Standards
Certified By
stave Schreiber
sschrelberOmesonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
2111141131 YJit
TAS 201 1994
TAS 202 ia94
TAS 203 1994
Mar. 29• 2012 3:48PM
Florida /3ulloing Code Online
Product Approval Method Method Z Optlan A
Date Submitted
Date Validated
Data Pending FSC Approval
Data Approved
12/i6 /201.0
12/16/2010.
12/22/2010
No. 8749 P. 2/22
, �.✓. ,.r -..i.. l "•- (:�i�,'•..':,'ir.�'.. �,. f:.. a._...I..:... .L..::,..�. q:`-, �f•'Ti.!::�:ip;,.; .;' +i ....r:;,. 1'.,:.:; +; '.ti Y'
_ s ro, r; . s i cr , ti . � d sq, rr$, r J1 Y, s: z ��+� ;`4; +k4• .y �� y saw: sal -#
ormsmyarairzlimat.-tamsnermni
ood -edge Stet Side- Hinged Door 6'-8" Opaque I/S and 0/5 single Door •
nits
4904.1
Limits of use
Appravad for use hi HVtiZi Yes
Approved for use outside inniZt Yes
.impact Resistant! Yes
Design Pressurei +75. 0/-76.0
4thart Evaluated for use in locations adhering in the Florida
Building Code including the High Velocity Hurricane Zen; and
where pressor& requirements as determined by ASCE 7, Minimum
Design toads for Bultdtngi and Other seructurea, does not xceed
the design pressures listed, 8' -0° x 6' 44 max nominal size. When
large missile impact resistance is required, hurAmne protective
stem Is NOT required, See DWG- MA- PLO126 -05 for details,
4904.2
004 -095 steal plod-tinged !sops,.
Limits of Use
Approved fa' use in HVHZd• Yes • '
Approved for use autaieip,HVHYt.Ye7 • '
Impact R aIitantt Yes.
Design Pressure: +70.0/ -70.0
°than Evaluated for use In locations adhering to the Ronda
Bulldine Cade including the High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, Minimum
Design Loads for Buildings and other Structures, does not exceed
the design pressures listed. 5' -0' x 8+-D' max nominal size. When
urge missile impact resisbence•Is required, hurrleene protective
=seism Is NOT required. See DWG- MA- FL0129 -05 for details.
Certification Agency Certificate
JL490tR4 C LAC NI0061i0- R4.PQJ?
Quality Migrant= Contract Expiration Date
12/33/2014
inatallatJon instructions
pL4244 R4. It FLa12n,nd(
Verified By National Accreditation & Management Institute,
Created by Independent Third Partys
yvaliaation Reports
S4904 R4 A S114A.ndt
Created by Independent Third Party: Yes
Opaque I/8 and O/s Single Door .
• Certification Agency Certificate
.404 R4 ('tit CAC N1nQQ710- R4.PDF,
•• : QhsUty Assurance Contract Expired= Data
.12/314014
installsaltion Instructions
?14904 R4 ti e1 n1.2g•odf
Verified Byr Natlonai Accreditation & Management Institute,
Created by Independent Third Party:
!valuation Iteparte
5.404 R4 A2 50a,g,pdf, •
Created by Independent Third Patty= Yes
Llmlts of Use
Approved for use In HVHZt Yes
Approved fro use outride HVHZ: Yee
impact Resistant Yes
Design Pressure) +55.0/ -55.0
(Other; Evaluated for use to locations adhering to the Fronde
Building Code including the High Velocity Hurricane Zone, and
where pressures requirements as determined by ASCU 7, Minimum
Design Loads for Buildings and Other Structures, dears not exceed
the design pressures IlsEed i2' -0° x 6' -R' max nominal slzs, When
large missile impact resistance le required, hunicene protective
system is NOT required on opaque panels, but is required on glazed
panais. sae DWG- MA- FLOL25 -05 for details.
4904.4
6' -8' Opaque I/5 and O/3 Door w/ or w/o Sldelttes
Certification Agency Cart1ficate
X1.4904 R4 C CAC N7006110•R4.PDF
Quality Assurance Contract Boo iration Data
12/31/2014
installation Instructions
LL4904 R4 I1„E1.0128.psif
Verified 11y! National Aeaedltaton & Manegamant Institute,
Created by Independent Third Party;
Evaluation Reports
CL4904 R4 AE $02A.pd
Created by Independent Third Party: Yes
Limits of Use ,.
Approved for was In HVHZJ "Yes •
Approved for use a ut$td4. iVti7s •Ye9 •
Iminsot Aaelstenti,Yels ;t ..
Design Ponsers! 1-45.0/•50.0 • ••
0tdter: Evaluated for use In locations adhering to-the Molds
Bending Code Including the Hlgh Velocity Hurricane zone, and
wham prep?* requirements u determined,by.PSCE 7, Minimum
Design Loads for buidings and Other Structures, does not exceed
the design preaures gstad. 12' -0' x 11' -0' maz naminel size, When
large nibralle Impact realstence is required, hurricane protective
system is NOT requited on opaque panels, but is required on glazed
• ands, 511 DWG- MA- FL0129 -05 for details.
Certification Agency Certificate
• .pL4en4 R {; CAC NIDg6110 -R4 -POP
Quality.Aso±trance Contrast Expiration Data
. / !l
Ion
ien Instructions
angi R4 U FLD120.ndf
V&rlf.d By Natlsnal Aeersdltatlon & Menegernent Institute,
cmaated by Independent Third Patty:
Evaluation Reports
rd.49oe R4 4E 501A.odr
Created by Independent Third Party; Vas
4504.5
Wood -edge Steel Slde- Hlnped Door
Units
B' -O' Opaque 0/3 w/ or w/o 5idelltes
Limits of Use
certification Agency Certificate
Mar. 29. 2012 3:48PM
Florida Bulking Code•Online
Approved for use In HVHZ: Yes
Approved for use outside HVHZI Yes
impact4tesistant: Yes
Design pressure: +50.0/ -45.0
Other; Evaluated for use In locations adhering b the Florida
Building Code Including the High Vslodty Hurricane Zone, and
where pressure requirements as determined by ASCE 7, Minimum
Design Londe for Buildings and Other. Structures, doer not exceed
the design pressures listed. i2' -0' x 8' -0° max nominal size. When
large missile impact resistance Is required, hurricane protective
system is NOT squired on opaque panels, but is required on glazed
panels. See DWG- MA- PL0i29 -05 for dandle.
4904.6
No. 8749 P. 3/22
LL4904 R4 C CAC Ni006110- R4.PDF
Q� Assurance Contract Expiration pate
Inateltation Instructions
)L4R04 R4 II PL0129.odf
Verified Byt National Accreditation & Managemant Institute,
Created by Independent Third Party:
Eveteetfan Reports
FL44104 g4 AR 501A.adf
Created by Independent Third Party: Yee
Wood -edge Steel •Side- Htnggd Door'. ;e 6'r8" Glazed 1/5 and O/s Door w/ or w/o 5ldelttes
Units. ' • • '. • • " '• •
limit a of Use
Approved for use In HVHZI yes ' .
Approved for use outside HVIIZ: Yen
Impact Resistant: No
Design Pressure; +50.5/ -50.5
nom Evaluated for use In location adhering to the Florida
Building Code including the High velocity Hurricane Zane, and
where ptnsrure requirements as determined by Asa 7, Minimum
Design Loads for Buildings and Other Structures, does not exceed
the design pressures Ilstsd. 1,2' -0" x 6' -6° max nominal size, When
arse mis5ile impact resistance iS required, hurricane protective
system is required. Sea DWG- MA- FL0i30 -0S fordablfe,:'
Certmoation Agency Certificate
' FLa904 Ra CAC Ni0061.10- R4.PDE
Quality Assurance Contract Expiration Data:
12/31/2014
Inntalatten Instructions •
Pt.4g04 R4 11 FLO /3l ccif •
Verified 8y: National Accreditation & Management Inetltrte,
Created by Independent Third Partin
evaluation Reports
pr_4804 R4 jg 5p24.pd( • •
created by Independent Third Party; Yes
4904.7 Wood -edge Steel Side -Hine Doer
Units
Limits of Use
Approved for use in RVtl2: Yes
Approved for use outside HVHZI Yes
Impact Resistant: No
Design Preoeurat +40. 0/-45.0
Otheti•i valuated for use In locations adhering to the Florida
Building Coda including the High Veiodty Hurricane Zane, end
where pressure requirements as determined by ASCE 7, Minimum
Design Loads for Buildings end Other Structures, does not exceed
the design pressures liked, 1Z' -O" x B' -0° max nominal size. When
large missile Impact resistance Is required, hurricane protective
system Is -- ulred. See DWG -MA- 8.0131 -05 for details.
4904.8 . Wood -edge Steel Side - Hinged Dear • •
Unita . •
Llmita of use ,• : :..,
Approved for use In HVHZI•Yee
Approved for use outside HVHZ Yes •
Impact Resistant: No
Peatge Pressure! +45,0/ -40,0
other Evaluated for use In locations adhering to the Florida
Building Code including the •High Velocity Hurricane Zone, and
where pressure requirements as determined by ASCE 7, Minimum
Dratgn Loads for Buildings end other Structures, does not exceed
the design pressures slated. iz' -0° x B' -011 Rent nominal size. When
huge missile Impact resistance Is.requlred, hurricane protective
system to required. See DWG- MA- FL0131 -05 for details.
B' -O° Glazed t/S Door w/ or w/o Sidelines
Certification Agency Certificate
FL490i R4_C_CAC NIO0oiy0-R4.pDF
quality Assurance Contract exphatlon Date
12/31/Z014
Installation Instructions
pt490- A4 11 FL0131.pdf
Verified Byt National Accreditation & Management Institute,
Created by Independent Third Party:
8veluatlon Reports
pL4904 R4 AL 501A.pdr
Crested by Independent Third Party: Yes
88 -0° Glazed O/9 Door w/ or We SIdellters
c.rtlflcation Agency Certificate
P1.4904 R4 C CAC Nt0118111j;$4.PDF
Quality Assurance Contract Expiration Data
' 1.2414014
installation Instructions'
pL4904R4 Ir FL0131.ndt
Verified Byi National Amtidltedan & Management Instftute,
Created by Independent Third Party:
evaluation Reports
pL4904 R4 AE 50SA.edf
Created by Independent Third Party: Yes
Depertmenf of Community Afars
Fronde eundtnp !rode alnihm
Codes and Standards
2E57Shumsrd Oak 6oulava►d
Tadahessee, Fronds y7 *2200
(RIO) 487 -M24, terx (Bd0) 414-a430
C 2000.2010 The ma or Florida. M rights raaaried.
prism Statement) f•nnvrtaht Ftatament 1 Ao1eedhmty statement I plajagitgarg 1 r''- spear! summit I rerusistMe
Product Approval Mopes;
1: 1:1-...A2-40-/tete+
SIDE - HINGED WOOD -EDGE STEEL 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 USTEO.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES.
3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED tN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING OF LTTE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP
ASTM D1929
740 T > 650 'F
RATE OF BURNING
ASTM D635
0.77 IN /MIN
SMOKE DENSITY
ASTM D2843
13.4%
TENSILE STRENGTH*
ASTM 0638
7.50% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
®®
SINGLE DOOR UNIT DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET $
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
00
SINGLE DOOR UNIT
WITH SIDELTEF
00
▪ o=
•o
SINGLE DOOR UNIT
WITH SIDELITE
DOUBLE DOOR UNIT W /SIDELITES
oa
uu
SINGLE DOOR UNIT W /SIDELITES
MAX. PANEL HEIGHT 79.250"
AMkt= to NMI
B.: 1,11 oOG11aY
Revival Date&Menk 3/ •/♦a
� 0
OQ
DOUBLE DOOR UNIT W /SIDELITES
DESIGN PRESSURE RATING
21" MAX
D.LO.-
CONFIG
149" MAX. OVERALL. FRAME WIDTH
36.375" MAX.
PANEL WIDTH 37.5" MAX.
-1
W /ASTRAGAL I~ FRAME WIDTH T
INSWING
OUTSWING
INSWING
OUTSWING
X
37.5"
+76.0 / -76.0
+76.0 / -76.0
+19.0 / -19.0
+55.0 / -55.0
XX
74"
+55.0 / -55.0
+55.0 / -55.0
+19.0 / -19.0
+55.0 / -55.0
OX or XO
75"
+55.0 -55.0
+55.0 / -55.0
+19.0 / -19.0
+55.0 / -55.0
- MAX. FRAME HEIGHT 81.875`
63" MAX,
112.5"
+55.0 ] -55.0
+55.0 / -55.0
+55.0 / -55.0
+19.0 / -19.0
+19.0 / -19.0
+55.0 / -55.0
+55.0 / -55.0
OXXO
,
+55.0 / -55.0
e
s
,
•
♦ ♦
00
▪ o=
•o
SINGLE DOOR UNIT
WITH SIDELITE
DOUBLE DOOR UNIT W /SIDELITES
oa
uu
SINGLE DOOR UNIT W /SIDELITES
MAX. PANEL HEIGHT 79.250"
AMkt= to NMI
B.: 1,11 oOG11aY
Revival Date&Menk 3/ •/♦a
� 0
OQ
DOUBLE DOOR UNIT W /SIDELITES
KURT BALTHAZOR
FLORIDA P.E.
156533
o CO
U 0
Q(O •
ti
Z
U.1 0_ 1/4-1 v
W U7 =
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U
aT
S
0
1n
A
0
Z
0
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o
W
o_
to
0
\ N
H
$J
G.I
cr
0
U
w
S
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w
Q
to
z
0
In
cr
me 7/11/05
scA1>: N.T.S.
DWG. BY SWS
MK. BY:
DRAWING NO.:
DWG- M4- FL0128 -05
SHIRT 1 OF .3
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 157 OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
OUTSWING
X
37.5"
+76.0 / -76.0
+76.0 / -76.0
+19.0 / -19.0
+55.0 / -55.0
XX
74"
+55.0 / -55.0
+55.0 / -55.0
+19.0 / -19.0
+55.0 / -55.0
OX or XO
75"
+55.0 -55.0
+55.0 / -55.0
+19.0 / -19.0
+55.0 / -55.0
OXO
112.5"
+55.0 ] -55.0
+55.0 / -55.0
+55.0 / -55.0
+19.0 / -19.0
+19.0 / -19.0
+55.0 / -55.0
+55.0 / -55.0
OXXO
149"
+55.0 / -55.0
KURT BALTHAZOR
FLORIDA P.E.
156533
o CO
U 0
Q(O •
ti
Z
U.1 0_ 1/4-1 v
W U7 =
►- �U
U
aT
S
0
1n
A
0
Z
0
0 U
o
W
o_
to
0
\ N
H
$J
G.I
cr
0
U
w
S
N
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Q
to
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cr
me 7/11/05
scA1>: N.T.S.
DWG. BY SWS
MK. BY:
DRAWING NO.:
DWG- M4- FL0128 -05
SHIRT 1 OF .3
3" —
SEE DETAIL
"C°
3"
— SEE DETAIL
- 3" 3'
— 6"
3"
3
i
-
1
11-----1-16°
6"
'1
6j
�ll
(
—
)
—6"
6"
c —k
3 "—
3"
6"
—
—
1
r�
DETAIL "D"
3°
6"
3'�
SEE DETAIL
"F"
#8 x 2 -1/2" #10 x 2"
#10 x 5/8"
#8 x 2 -1/2"
#10 x 5/8"
#10 x 2"
1.375"
INSWING THRESHOLD
— 3°
3°
— 6"
FRAME / DOOR
DETAIL "C"
TYPICAL
0.962 "I
--I I-- 3 "1
Qa SEE DETAIL
w to I I SEE DETAIL
_ "C"
0
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
OUTSWING THRESHOLD
Cef cafioRAb
Reyierfal By:
Date Behaves
Ad63 dum BI NAIL
7.Jj6D4/1a Y
x/ /
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL,
DOW 995
DOW 995
IG (1/8" TELP. GLASS)
W/ OPTIONAL DECORATNE INSERT
ALUM, STEEL OR BUTYL SPACER
1/2" BITE
#6 X 1 -1/2" PHS
EXSEBL0B kamo
TYPICAL GLAZING DETAIL
CA
to
N
3
m
Q
Qa
o
01
O1
0
N
z
WZ
J
0
1n
5
z
N
Q
LEI
Q
U
CO
0
z
to
z
0
1n
OATS %/11/05
SCALE N.T.S.
DwG. BY: SINS
CNX. 8
UMWING NO.:
DWG- MA- FW128 -O5
sHEEr 2 OF 3
SEE DETAIL
"C° SHT. 2
SEE DETAIL
"E" SHT. 2
SEE DETAIL
"F° SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, 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 OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2 -1/2 ".
2. MULLIONS TO BE 2 -1/2" X 4 -3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" 0.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
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 171 LBS.
m
U
a SEE DETAIL
"D" SHT. 2
w
w
0
0
N
3°
— 6°
3°
b 3
I
I
--
1 I
I— 6' 6° --I
O
I I I
4" X 4" FULL MORTISE BUTT HINGES
1
T6F LL 6" '
....g
I
1
3° —I 1—
3.6'
6° —
HARDWARE SCHEDULE
'-'-
— 3"
— 6'
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5 -1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.25°
MIN
TYPICAL MASONRY
ANCHOR INSTALLATION
Welt= 10NAAU
Catittim Nac Niao &fIC- N
DffieRev :/
IN!
NS
a
PART OR ASSEMBLY:
r
0,
m
1n
a
to
rn
w
O
'0
N
0)
O
co
0
'0
O
W
U
m
0
z
to
z
0
DATE, 7/ 1/05
SCALE: N.T.S.
DWG. er: SWS
OM. SY:
DRAWING ND.:
DWG- MA- FL0128 -05
SWEET .3 of .3
\ l/
A2 A2
/ Al \
Luis R. Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
336 -945 -9695
Manufacturer. Masonite
Report #: 504A
Date: 12/29/09
Product: Single Door 3568"
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.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG- MA- FLO120 -05 DWG- MA- FL0130 -05
DWG- MA- FL0122 -05 DWG- MA- FLO132 -05
DWG- MA- FL0124 -05 DWG- MA- FL0134 -05
DWG- MA- FL0126 -05 DWG- MA- FL0140 -05
DWG- MA- FL0126 -05 DWG- MA- FLO151 -06
DWG- MA- FLO153 -06
DWG- MA- FL0155 -06
DWG- MA- FL0156 -06
DWG- MA- FL0160 -07
DWG- MA- FL0162 -07
Anchors to be Qualified:
1. #10 Wood screw, for installation in wood frame substrates.
2. 3/16" ITW Tapcon, for masonry installation
Anchor capacity in shear condition:
Fastener type: #10 wood screw (NDS 2005, 11.3)
Side member: Douglas Fir -Larch
Side member thickness: t.= 1.000 in Main member thickness:
Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength:
Minimum required penetration: 1.330 in Screw bending yield strength:
Duration Factor: Cu = 1.6 Tabulated lateral design value:
Allowable Design Value: T= 171 Ibs/anchor
DWG -MA FL0168 -07
DWG- MA- FL0170 -07
DWG- MA- FL0172 -07
DWG- MA- FL0174 -07
DWG- MA- FL0175 -07
Main member: Spruce- Pine -Fir
t„, 1.500 in
F,„„» 3,350 psi
Fyb = 80,000 psi
Z= 107.0 Ibs
Mode IV
Fastener type: 3/16" ITW Tapcon
Substrate: Hollow block
Minimum embedment:
Minimum edge distance:
Tabulated shear design value: Z =
Minimum edge distance:
Tabulated shear design value: Z =
Actual edge distance:
Design value per interpolation: Z
Allowable Design Value: Z'=
1.25 in
1.13 in
112 Ibs
2.63 in
197 Ibs
2.50 in
189 Ibs
189 Ibs/anchor
N.O.A. 07-1126.10
Minimum C to C spacing:
Actual C To C spacing:
C to C spacing factor:
2.25 in
3.00 in
1.00
Minimum anchor capacity: 171 Ibs /anchor
Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
Pressure aaainst stops with bums threshold:
36.38
t i.
79.25
Single. Pressure away from stops:
36.38
Al, Al
1 of 2
--r
79.25
Design pressure: 85.0 psf
Zone
Area
a
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
RtY
Load
(Ibs)
Al
2.3
195
N/A
N/A
171
2
98
OK
A2
7.7
656
6.00
18.00
171
5
131
OK
Design pressure: 85.0 psf
Zone
Area
z
(ft)
Load
(Ibs)
Ind.
(In)
Max'
O.C.
(in)
Anchor
Result
Cop.
(Ibs)
Load
(Ibs)
Al
10.0
851
6.00
18.00
171
5
170
OK
1 NJ�•���i GAY V�.��'��i •
'0 ` STATE Ofi
�^"� • . $! `- Luis R. Lomas P.E.
1 • /t` 1�. . /-=- FL No.: 62514
`s`'„ `�`S lOR1DC�`` 1/7/2010
//jJi/NA 1 `�`.,'‘�
Luis R. Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
336- 945 -9695
Manufacturer. Masonite
Report #: 504A
Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38
Anchor Locations:
79.25
6.00 TYP.
6.00
13.45
MAX. O.C.
6.00
79.25
Design pressure: 85.0 psf
Zone
Area
a
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(In)
Anchor
Result
Cap.
(Ibs)
4tY
Load
(Ibs)
Al
2.3
195
N/A
N/A
171
2
98
OK
A2
8.9
753
6.00
18.00
171
5
151
OK
36.38
18.19
6.00 TYP.
-
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
2 of 2
�\\ \'O R ` +L d'4'i,,
144,4, 4 G E N S,�. •tp .00
•
131.9°'"Ii<c‘. **70°NARLIID:.:.!:.::-
TAT OF :1417:*
Luis R. Lomas P.E.
FL No.: 62514
1/7/2010
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation
1955 Powis Road
West Chicago, IL 60185
Certification No.:
Certification Date:
Expiration Date:
Revision Date:
NI00611.0.01
07/23/2005
12/31/2014
09/27/2011
Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites
(w/Wood Frame unless noted)
Specifications Tested To: TAS 201 - 94/202 - 94/203 -94
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 Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
Configuration
Inswing
or
Outswing
Glazed
or
Opaque
Maximum
Size
Structural
Design
Pressure
Water
Test
Pressure
Missile
Impact
Rated
Test Report Number
Drawing Number &
Comments
X
Single
I/S
Opaque
3'0" x 6'8"
+76/ -76
_
2.86 psf
Yes
NCFL -210- 2929 -I
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail- MA -FLO 128 -05
X
Single
O/S
Opaque
3'0" x 6'8"
+76/ -76
8.25 psf
Yes
NCTL- 210- 2929 -I
Maximum Panel Size. 3'0" x 6 °8"
Anchor Detail- MA- FL0128 -05
XX
Double
1/S
Opaque
6'0" x 6'8"
+55/ -55
2.86 psf
Yes
NCTL -210- 2930 -1
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Detail- MA- FL0128 -05
XX
Double
O/S
Opaque
6'0" x 6'8"
+55/ -55
8.25 psf
yes
NCFL- 210- 2930 -1
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0' x 6'8"
Anchor Detail- MA- FL0128 -05
XO /OX
Single w /Sidelite
I/S
Opaque Door
Glazed Sidelite
6'0" x 6'8"
+551 -55
2.86 psf
Door -Yes
Sidelite -No
NCTL- 210 - 2930 -1
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Anchor Detail- MA- FLO12S -05
XO /OX
Single w /Sidelites
g
O/S
Opaque Door
Glazed Sidelite
6'0" x 6'8"
+55/ -55
8.25 psf
Door -Yes
Sidelite -No
NCTL-210-2930-1
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3 -0" x 6'8"
Anchor Detail- MA- FLO128 -05
OXO
Single w/Sidelites
$
1/S
Opaque Door
Glazed Sidelites
9'0" x 6'8"
+551 -55
2.86 psf
Door -Yes
Sidelites-No
NCFL- 210 - 2930 -1
Maximum Panel Size: 3'0" x 6'8 "/Sidelite: 30" x 6'8"
Anchor Detail- MA- FL0128 -05
OXO
Single w /Sidelites
O/S
Opaque Door
Glazed Sidelites
9'0" x 6'8"
+551 -55
8.25 psf
Door -Yes
Sidelites -No
NCFL -2I0- 2930 -1
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 310" x 6'8"
Anchor Detail- MA- FLO128 -05
OXXO
Double w /Sidelites
I/S
Opaque Doors
Glazed Sidelites
12'4" x 6'8"
+55/ -55
2.86 psf
Doors -Yes
Sidelites -No
NC'L 210- 2930 -1
Maximum Panel Sin: 3'0" x6'8" /Sidelite :3'0" x 6'8"
Anchor Detail- MA- FLO128 -05
OXXO
Double w /Sidelites
O/S
Opaque Doors
Glazed Sidelites
12'4" x 6'8"
+55/ -55
8.25 psf
Doors -Yes
Sidelites-No
NC:TL-210- 22930 -1
Maximum Panel Sire: 3'0" x 6'8" tSidel e: 3'0" x 6'8"
Anchor Detail -MA -FL -8, 5
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Ha , VA 0
Tel: (804) 684- 5124/Fax: (804) 684 -5122
NAMI AUTHORIZED SIGNATURE: