WS-09-1021 * s+* r� Miami Shores Village
r 10050 N.E. 2nd Avenue
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Miami Shores, FL 33138 -0000
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Phone: (305)795 -2204
Expiration: 12/191
Pro ject Address Parcel Number Applicant
r —"— _ —_ w�_ ._._... _._._._..
163 100 Street 1131010230310 JAMES REGIS LEGO
Miami Shores, FL Block: Lot:
Owne Information Address Phone Cel
JAMES REGIS LEGO 163 NW 100 ST
MIAMI SHORES FL 33150 -1205 "
Contractor(s) Phone Cell Phone Valuation: $ 1,741.00
J&G CARPENTRY INC (561)333 -5042
Total Sq Feet: 0
Type of Work: DOOR For Inspections please call:
No of Openings: 1
(305)762 -4949
Additional Info: IMPACT Available Inspections:
Classification: Residential Inspection Ty
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $1.20 WS-6 -09 -35130 $ 120.35 $70.35
Education Surcharge $0.40 4 4k
Permit Fee $110.00 WS - 6 - 09 - 35130 $ 120.35 $ 120.35 $ 0.00
Scanning Fee $6.00 Check #: 3784
Submittal Fee $50.00
Submittal Reversal Fee ($50.00)
Technology Fee $2.75
Total: $120.35
In consideration of the issuance to me of this permit, .I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
June 24, 2009
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
June 24, 2009 1
.� Miami Shores Village 7 20
., � JUN 1 .
Building Department
f0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILLDING Permit NoWs 0i
PERMIT APPLICATION Master Permit No.
FBC 2001
Permit Type (circle): Electrical Plumbing Mechanical Roofing
Owner's Name (Fe Simple Titleholder) :YA mp ,6 R e - Ce p Phone # 3o � � - 3 - to
/ A)".) (p 2
Owner's Address 6 /j:
City �L SyI G ` A — State Zip
Tenant/ ,essee Name Phone #
Job Address (where the work is being done) /6 3 N cO /00 S 7
City Miami Shores Village County Miami -Dade Zip ✓ j
Is Building Historically Designated YES NO
Contractor's Company Name 6 `�V P � Phone # O 3
Contractor's Address 3 Y {D Cwt e N
City tN P8 State
Qualifi er Jq�71 C'S o s
Architect/Engineer's Name (if applicable) Phone #
S Value of Work For this Permit X11 — Square Footage Of Work:
Type of Work: ❑Addition t DAlteration ❑New ER-Repair/Replace ❑ Demolition
Describe Work: j -JA,�
Submittal Fee S Permit Fee $ {{''��
Notary S Training/Education Fee S V " Technology Fee $ a �S
Scanning S Radon S Bond $
Code Enforcement $ ' ' Structural Plan Review. S
`
Total Fee Now Due S �0 " W
(Continued on opposite side)
A
Bonding Company's Name (if applicable)
Eonding 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 1WROVEMENTS 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 properly is subject to attachment Also, a certified copy of the recorded notice of commencement must be parted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee w411 be charged
Signature Signature c
Owner or Agent Contractor
The foregoing instrument was acknowledged before me thisc The foregoing instrument was acknowledged before me this Z
day of 20 (' q by J 2( +.� �� f'C` _
day f S✓^AL, 20 1 by Y t2vw► �S A � Gt t1 t
who is ersonally known to me or who has produced who is p �ally or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOT=PP P . DIANE �, TARY PUBLIC: / —
&I MY COMMISSION* DD505875 �y�� .. C4
Si - (iGfi tt
\ EX PIRES: Apr. 11, 2010 Print: - 1;(ti:,orf"h 5 F lor ida Print:
up
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My Commission Expires:.A[) l I i r i c' I c My Commission Ex ? rssl i DA
11 Pad
(Certificate of Competency Holder) � 1 201 3
State Certificate or Registration No. [� �, ` b?-Z ter; �j) Certificate of Competency No.
** sssssss sss * *s *s *ss *sssssssss sssssssss* *ssss ssss: ssss:::* s s *ss * *s *ssss::::::: *sssssssssssssssss*
APPLICATION APPROVED BY: ''� L Plans Examiner
Engineer
Zoning
Chc 10/14/03
SPECIAL SERVICES CUSTOMER INVOICE Page 1 o15 No-6322-137333
Store 6322 N MIAMI/BISCAYNE Phone: (305) 981 -2959
12055 BISCAYNE BLVD Salesperson: VB39E8
0 1` MIAMI, FL 33181 Reviewer:
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MISPIRETA HERNANDO (aos) 342 -6623 REPRINT
163 N W 100TH STREET " P "°
co Nare
MIAMI SHORES J o D °" RTS EXTERIOR DOOR INSTALL
:2009 -05.26 11:07
FL r y 33150 a "'"" MIAMI -DADE
INSTALLER DEL_ - IVERY #1 w e reserve thenght b limit the quantites of nwota �dise
MERCHANDISE AND SERVICE SUMMARY �10CUMM rs
REF 8 102
STOCK MERCHANDISE TO BE DELIVERED:
FIEF N - SKU_ `QTY _ -t1M_ DESCRIPTION_ -TAX = - P� ,dQ -- .- XTEF1S10Lt
n R09 225 -556 21.00 LF CASING LWM445 PFJ 5!03 -1/4 N $1.15 $24.15
m R10 252 -677 21.00 LF BRICK WM180 PFJ 1 -114X2 $1.69 $35.49
w R14 439 -620 3.00 EA 1X6.10PT APPEAR VVEATHERSHIELD .97 $14.91
>.. R16 950 -522 0.00 EA ADDISION X ACCENT SATIN NICKEL 1+! $159.001 $0.00
S/O MDSE TO BE DELIVERED: REF #t S08 ES IVAL DATE: 05/2 P.O. M
-- - - - - - - -- _ - - — - --
=QTY = =UM= _- - - _ - DESCRIPTION: - = TAX . =eR1GE EACH =_ F�CTENSI_ N=
m - -- -
F 50801 665 -683 1.00 EA CORDOVA 5861 STEEL CORDOVA 686 (37 112' 8 EEL CORDOVA 686 N $1,024.00 $1,024.00
°a (37 1/2'X84 3/4 - HIGH UNIT SIZE/1DARK H OLORIIEXT. /1HANDING
w� CODE (Cy /JAMB SIZE 69/16'!1 -81- BO !!IMPACT
GLASS11THRESHOLD MUST BE 6 COST INCLUDED IN COST ALUM
THRESHOLD
x
MERCHANDISE • $1098.55
DELIVERY INFORMATION: IDELIVERY DATE: INSTALL S EDULE
INSTALLER WILL DELIVER MDSE TO: SITE OF IN'T N 8102 AT TIME OF INSTALLATION.
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Pagel of 5 NO. 6322 - 137333 Customer Copy
SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MISPIRETA Page 2 of 5 NO. 6322 - 137333
S INSTALLER VELIVERY #1--
a (Conunuea} -- - REF #102
NOTE: UPON RECEIPT OF ALL S!O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL
DATE.
INSTALLATION #1 _
- _ - REF • 102
ESTIMATED INSTALL BEGIN DATE: 05/22/2009 ESTIMATED INSTALL END DATE: 06121/2009
MERCHANDISE TO 8E INSTALLED:
- _REF =it'" -- SKU :QTY Y UM �- _ ___- - -_ _- = - -_= Q - SCRIPTION
R09 225 -556 21.00 LF CAUSING LWM445 PFJ 518X3 -1/4
R10 252 -677 21.00 LF BRICK WM180 PFJ 1.1/4X2
Rt4 439 -620 3.00 EA 1X6 -10 PT APPEAR WEATHERSHIELD
R16 950 -522 0.001 EA ADDISION X ACCENT SATIN NICKEL
S0801 665 -683 1.001 EA STEEL CORDOVA 686 371/2'X84 3/4'
Q BASIC INSTALLATION LABOR:
m SKU_ DE3CgIPTION -- _ -- -- QTY : _UIVI TAX = >'RIGE EACH= ' EXTENSION
z 140 -762 1EXTERIOR OOORS NATIONAL PREHUNG DOOR UP TO 36' X 80' 1.00 EA N 97 00 M7.00
OPTIONAL LABOR SE INCLUDES:
ilQTY - -UM_ =TAX : PRICE EACH `EXTENSION ... UPCHARGE FOR IMPACT OR INSULAT GLASS -UP TO 35'WIDE X 80'HIGH 1 -00 EA N 590.00 $90.00
0 "`PROMO DEDUCT 5121 - 6/3"' 15% OFF BASIC INSTALLATION. SELECT OPTION FROM 1.00 EA N (x44.55) ($44.55)
w PRICE LIST AND INPUT QTY SOLD. MEASURE MUST BE PURCHASED 5/21 - 613 TO
Q _ QUALIF
E II�STALLAT]&j NAMit MISPIRETA HERNAN00 INSTALL LABOR CHARGE: $342.45
x ADDRESS: 163 N W 100TH STREET TRIP CHARGE: $0.00
CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR D EPOSITIMEAS U R E: $50:00
COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR-R INSTALL TOTAL 5292.45
PHONE: 305 342 -6623 ALTERNATE PHONE:
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SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: MISPIRETA Page 3 of 5 No. 6322 137333
co
INSTALLATION.11
a (Continued) REF 1NO2
BASIC INSTALLATION LABOR INCLUDES:
...DELIVERY BY INSTALLER OF AU -JOB- RELATED MATERIALS WITHIN
UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE:
...INSTALL DOORS OVER 96' IN HEIGHT OR 144' IN WIDTH
SPECIAL NOTES:
"'HOW THE PROCESS OF PURCHASING AN INSTALLATION WORKS:
- _ EN_ISOF INSTALL !1_- .
- - = REF M 107
ESTIMATED INSTALL BEGIN DATE: 05!2212009 ESTIMATED INSTALL END DATE: 06121/2009
BASIC INSTALLATION LABOR:
-- _
- DESCRIP _QTY =_U ufL� TAX =PRICE EACH. `_EXTENSION-
114 -442 1 BUILDING MATERIALS PERMIT FEE/ 1.001 EAl N 1 $0.011 $0.01
0 ° OPTIONAL LABOR SELECTED INCLUDES:
OPTION= - -z = _ =° = -t DESCRiETtON = = = = __ _ QTY _UM._ == TAX : PFiICEEACH" fXT>= NSION-
5 IPERMIT FEE - QUANTITY X $1.00 350.00 EA N $i.00 $350 -00
INSTALLATLON SITE NAME: MISPIRETA HERNA{�lDO INSTALL LABOR CHARGE: $350.01
cn ADDRESS: 163 N W 100TH STREET TRIP CHARGE: $0.40
H
0 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIUMEASURE:
CL $0.00
A COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - INSTALL TOTAL . x,50.01
PHONE: 305 342 -6623 ALTERNATE PHONE:
O BASIC INSTALLATION LABOR INCLUDES:
x
ALL FEES ASSOCIATED WITH OSTANJING THE PERMIT (I.E.,
SPECIAL NOTES:
CUSTOMER IS RESPONSIBLE FOR THE PAYMENT OF THE PERMIT-
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Page 3 of 5 NO. 6322- 137333 Customer Copy
SPECIAL SERVICES CUSTOMER INVOICE -Continued Last Name: MISPIRETA Page 4 of 5 NO. 6322 - 137333
=_
a (Corthr►ued) REF #107
- END OF INSTAI.tf�=
INSTALLATION #3
_ = REF N 111
ESTIMATED INSTALL BEGIN DATE: 05/22/2009 ESTIMATED INSTALL END DATE: 06121/2009
BASIC INSTALLATION LABOR:
_SKU - -__ __1= SCRIPTION: -- = _QTYY� - -- UM. TAX = PAICEEACJi_ - E)(T_EH&ION
140-762 EXTE D OORS INATIONALYPREHUNG DOOR UP TO 36' X 80' 0.001 FAI N 1 $297.00 $0.00
INSTALLATIONSITE NAME: IMISPIRETA HERNANDO INSTALL LABOR CHARGE: $0.00
ADDRESS: 163 N W 100TH STREET TRIP CHARGE: $0.00
CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $0.00
COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL $0.00
PHONE: 305 342 -6623 ALTERNATE PHONE:
w INSTALLATION _
REF 113
ESTIMATED INSTALL BEGIN DATE: 05/2212009 ESTIMATED INSTALL END DATE: 06/21/2009
m BASIC INS LABOR:
DESCAIPTIO]V - s- - -- �aTY UM TAX PRLCftEACN - - EXTEN_ SfON-
Q 114 - 44 2 IB UILDING MATERIALS PERMIT FEE/ 0.001 EAJ N 1 $0.01 $0.00
INSTALU1T10N,SITE_NAMf`' MISPIRETA HERNANDO INSTALL LABOR CHARGE: $0.00
x ADDRESS: 163 N W 100TH STREET TRIP CHARGE: $0.00
CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $0.00
COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR INSTALL TOTAL j $0.00
PHONE: 305 342 -6623 ALTERNATE PHONE:
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SPECIAL SERVILES CUSTOMER INVOICE - Continued Last Name: MISPIRETA Page 5 of 5 No. 6322- 137333
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INSTALLATION #4
-------- � - -= REF 5113 0
END OF INSTALL id4
TOTAL CHARGES OF ALL MERCHANDISE & SERVICES
• -• - • 1741.01
SALES TAX .00
TOTAL $1.741.01
- - --
BALANCE DUE $0.00
END_OF ORDER Noy 6322- 137333 - - -
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Page 5 of 5 NO. 6322 - 137333 Customer Copy
REPLACE DOOR IN 1 OPENING ONLY. JUN 1 �J �nOry
NEW DOOR TO BE IMPACT RESISTANT - `
�
HURRICANE SHUTTERS NOT REQUIRED. BY: .._.._e_.._
P!IT
Lp-
Miami Shores Villa
APPROVED BY DATA
1
36 X 80" ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
OPENING PRODUCT DESIGN
OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS
NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG.
1 36 80 20.00 5 44.4 1 -58.0 08- 0312.09 60.0 1 -60.0 LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.
SEE WINDLOAT E I?At;E FOR SPECIFIC OPENING PRESSURES
DESIGM PR MEET OR EXCEED SPECIFIC OPENING PRESSURES
MEAN RO 1 = 3 FT 3 IN
•• . •. •
e l 41
A R IDENCE
•,' : 16 N: 1MH ST4ET DOOR REPLACEMENT PLAN
: : MIA�/II
.... . . .... .
2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH MRH =0 -60'
DESXGEV LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C B ASED ON K NOTES 5
• • • • • • • FOR ALT Kd
•••'; INTriRIAR ZO 6 RES 4 PRESSU EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE:
MAM • • • SESIGN PR S RES SF) - Zone 4 Mean DESIGN PRESSURES (PSF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS
oof • Trib•t�ryAraetSq Fl) Roof Tributary Area (Sg Ft)
DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
a ht ht 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CONDITIONS REQUIRED .0, TABLE WITH THESE TABLES.
9 10 15 20 25 30 35 ': 40 45 50 2. FOR SITUATIONS THAT REQUIRE Ktl =P:O, TABLE VALUES ARE UNDER - DESIGNED BY A
wwwl -50.4 •49.6 48.3 -47.0 -4qP.1 46A -46.2 -45.9 45.5 -62.2 59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
1 0 6 - 0 1 1 1 4 +46.5 *45.2 #4%.4 +431 f4 +42.7 +42.3 +41.9 +41.6 0 -15 ft +46.5 +45. +44.4_ 43.7 +43.1 +42.7 +42.3 +41,9 +41.6 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT.
lei? -51.1 - 49.8 -4i.0 -48.3 •t #} X7,3 -46.8 46,5 -46.2 16 ft -63.1 50.6 - . -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10
SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION.
+47.1 046.9 # ,0 +44.3 +43.3 +42.9 +422 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 5. IDENTIFY THE BUILDING MEAN (AVERAGE)': ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
-52.4 -511 - 50.2 - 49.5 -48.9 -48.4 -48.0 =477 -47.3 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT.
gefr 18 ft 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE
+48.3 +47.5 +46.1 +45 4 + +44.3 +43.9 +43.6 +43.2 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 ASSUMPTION.
• ! -53.5 02.2 {1.3 -50.8r 4800e - 49.5 -49.1 -48.7 --48,4 2 0,ft d -66.1 53.5 51.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR
+49.4 048.? +41.1 +46. +4 +45.3 +44.9 , +44,5 ° +442 +49,4 +48.1 +47.1 +46.4 +45.8 +45.3 +44,9 +44,5 +44,2 THE SPAN LENGTH (HEIGHT) MULTIPLIED -BYrAN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-54.6 -5 .3 - 2.4 -51.6s 41.0 a -50.5 -50.1 -49.7 -49.4 -67.4 -64.8 -62.9 51.4 -60.2 -59.2 -58.4 -57.6 -56.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL
• iii +50.4 +q�,� 1Rg,1 +q • +q6,g • +46.3 +45.8 +q5.4 +45.1 22 ft +50.4 +qg,0 +qg,1 +q7,q +q6.8 +46.3 +45.8 +45.4 +q5.1 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
24 ft -55.6 - Vl -J3.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 24 ft -68.7 56.0 -64.1 52.6 -61.4 -60.3 -59.4 -58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER
+51.3 +49.9 +49.0 +48.2 +47,6 +47,1 +46.7 +46.3 +45.9 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
- - -- - -- - -- 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE S) PER
26 ft -56.6 -55.2 -54.2 f -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 26 ft -69.8 -67.1 -65.1 I -63.6 - 62.4 -51.4 -60.4 -59.6 -58.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
+52.2 +50.8 +49,8 +49.1 +48,4 +47.9 +47.5 +47.1 +46.7 +52.2 +50.8 +49,8 +49,1:.. +48.4 +47.9 - +47.5 +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
-57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -70.9 -68.2 56.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47,8 +47.4 28 ft +53.0 +51.6 +50.6 +49,8'. +49,2 +48,7 +48.2 +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
-58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -69.2 -67.1 55.6 -64.3 -63.2 -62.3 -61.5 -60.7 GENERAL NOTES'
30 ft +53.8 +52.3 +51.3 +50.6 +49,9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49,9 +49,4 +48_9. +48 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY
-59.1 -57.7 -56.7 55.9 -55.2 -54.7 -54.2 -53.8 -53.4 -73.0 -70.1 -68.1 -66.5 55.2 -64.1 -63.1 52.3 -61.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 -73.9 -71.0 -68.9 -67.3 -66.0 -64.9 -64.0 -63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
34 ft 34 ft COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
+55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +4g.8 +49.4 +55.2 +53.7 +52.7 +51.9 - +51.3 +50.7 +50.2 +49.8 +49.4 BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
-60.6 -59.1 -58.1 -57.3 56.6 -56.1 -55.6 -55.1 -54.8 -74.8 -71.9 -69.8 -68.1 ` 56,8 - 55.7 -64.7V =63.9 -63.1 VALUE USE IS OFFERED HEREIN.
36 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 36 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED
-61.3 -59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.6 53.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
38 ft 38 ft APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
+56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
-62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 4. DESIGN IS BASED ON THE 3SECOND GUST (WIND VELOCITY) FOR A CATEGORY II
40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51,5 +51.1 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR
52.6 -61.1 -60.0 -59.2 -58.5 -579. -57.4 -57.0 -56.6 -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 I =1,0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.
TOPOGRAPHIC FACTOR Kzt= 1.0FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR
42 ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 q2 ft +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7_ HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi= +/ -0.18) ENCLOSED BUILDING ONLY.
63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 57.1 78.0 -75.0 -72.8 -71.1 59.7 -68.5 -67.5 56.6 55.8 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ
44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 44 ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 =HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES.
53.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 58.2 -67.3 56.5 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
46 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52,7 46 ft +58.8 +57.3 +56.2 +55.3 +54,6 +54.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
-64.4 52.8 -61.7 50.8 -60.1 -59.6 -59.0 -58.6 -58.2 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 58.8 -67.9 57.1 AFFIRMATIONS ARE INTENDED.
48 ft +59.4 +57,8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF -MRH4NTALH
AK ROOF III
50 ft -64.9 -63.4 -62.2 51.4 -60.7 - 60.1', -59.5 -59.1 -58.7 50 ft -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST IGHT
+59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54,5 +54,0 +53:6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54,0 +53.6 DIMENSION OR 3FT (Sm). USE ZONE 5 IF AT ALL IN QUESTIOMEAN
52 ft
-65.5 -63.9 52.8 -61.9 -61.2 5 52 ft -60.0 -59.6 -59.2 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 58.2 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQROOF
+60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54,0 +60.4 +58.8 +57.6
+56.8 +56.1 +55.4 +54.9 +54.5 +54.0 a a HEIGHT
-66.0 54.4 -63.3 52.4 -61.7 -61.0 5 ft 0.5 -60.1 -59.6 -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 -69.6 -68.7 1_.+ u
54 ft
I I
+60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54,9 +54.5 6 ft -66.5 -64.9 -63.7 52.9 -62.1 -61.5 51.0 -60.5 -60.1 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft '675 -65,8 -64.7 53.8 -63.0 52.4 -61.9 -61.4 61.0 60 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 ELEVATION +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 URES ALL ZONE FIG TRIO
to
'0 (A p REMARKS DRWN CHKD DATE aC U-n
U) INITISSUE CL FLB 04/19/06 2007 FLORIDA BUILDING CODE ENGINEERING m�
m = REVISE FOR 07 FBC TSB FLB 02/23 /09 EXPRESS ® < p
m _ ASCE 7 -05, MRH = 0 - 60 FT � 4 r
Ln
z C _ _ _ DESIGN LOADS FOR 160 SW 12th AVENUE, #106 � ,
Ln r COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 m z
(A m THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, o 0 D
Z � P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART PH: (954) 354 -0660 FAX: (954) 354 -0443 z
z W a p
V , Ao WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. W W W . E N G EXP. CO M z m
"ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER m O
O I"� Z
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF RUTH #9885
r !T�
F INVALIDATE OUR CERTIFICATION.
M A M MIAMI -DADE COUNTY, FLORIDA
• METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.maimidade.2ov/buiI4jDgcode
Jeld — Wen, Inc. (OR)
3250 Lakeport Blvd.
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
DESCRIPTION: Series 6' -8" W/E Outswing Glazed Steel French Door - L.M.I.
APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door
6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc.,
dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar,
P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and ex iration date b the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
L ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
• • tlgdVu1prSUd:s*11.8e available for inspection at the job site at the request of the Building Official.
• • Tj4s VUA:r&i" # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as
apk&J d'ocu' A mentioned above.
The submitted documentation was reviewed by Jaime D. Gasgon, P.E.
.. . . . . . . . .
• NOA No. 08- 0312.09
� IAMFDADECOUN /S 4 __— FExpirationDate: May 25 2011
-� k 10$ Approval Date: July 24, 2008
... ... Page 1
Jeld — Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8"
Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering
Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and
dated 06/07/08 by Nimesh Bhaysar, P.E.
B. TESTS
1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials,
per ASTM E 8 -01
Along with marked -up drawings and installation diagram of the tensile properties of a
steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01-
106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E.
(Submitted under previous NOA # 05- 1215.01)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistant Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
Along with marked -up drawings and installation diagram of outswing steel door,
prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195-
1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E.
(Submitted under previous NOA # 05- 1215.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by
Nimesh Bhaysar, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored
Interlayer" dated 03/04/04, and expiring dated 03/04/09.
2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "ODL/Western Reflection
•• ••; ; .•. 3efies *Aluminum Glazed Lite Kit Assembly- Impact" approved dated 03/22/07, expiring
.: •':: : Jatecf@7 /28/10.
.. ... •
Jaime D. Gasgon, P.E.
Chief, Product Control Division
• • NOA No. 08- 0312.09
..... . . . ....
• Expiration Date: May 25, 2011
Approval Date: July 24, 2008
E -1
. . . . . . . . . .
. .. .... . . .. ..
... . . . ... . .
Jeld — Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of no financial interest and conformance, dated February 22, 2008,
signed and sealed by Nimesh Bhaysar, P.E.
2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen,
dated February 27, 2008, signed by Steve Saffell.
3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by
Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A.
Reed, P. E.
(Submitted under previous NOA # 05-121 5.01)
4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National
Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard
John Ferrara, P.E.
(Submitted under previous NOA # OS -121 5.01)
G. OTHERS
1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series
"6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring
dated 05/25/11.
..... . . . .. ..
. ...... ... .
1
Jaime D. Gasgon, P. .
• • • • • • Chief, Product Control Division
• • • . • • • NOA No. 08- 0312.09
.... . . . ....
• • • Expiration Date: May 25, 2011
Approval Date: July 24, 2008
E -2
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
•
• • LD.rWF..,N® Steel o
• • WOOD EDGE IMPACT GLAZED STEEL DOOR
9:09 • • 0.6 -8 OUTSWING, N%1?15R DOUBLE DOOR UNIT cc
• • • • • iJTAANG COMPiNiNTS FROM ODL' INC. AND 74" MAX. OVERALL m O
• ENDURA ODUCTS INC.
FRAME WIDTH
• a� 37 1 2" MAX.
• • • • • • E— _j "
FRAME WIDTH 1/2 U � �
• • • • 36 MAX. Z O M
• • • • 35 3/4" MAX. PANEL WIDTH —{ a LL N
• • GLil1 • • NOTES r PANEL WIDTH W /ASTRAGAL
••• • 1. THEPIIDDUCIV A WNHEREIAIS MIGNEDTOCOMPLY WITH THE CURRENT I I 3 g Q a
•
• FLORI�A��ll��l CODE (FB`J BASflION THE SIGNED AND SEALED DATE;
• INCLUDING HVHZ AND HAS B&N PVALV -tED IN ACCORDANCE WITH THE ' C Y a
• • • • FOLC �W11Va: • • • � co
TAS S 202-94 spa
TA
TAS 203-94 2 ~
w r 21 1/8" 21 1/8" o
21 1/8" J 0
2. WOOD BUCKS BYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER = o = MAX. MAX.
LOADS TO THE STRUCTURE. MAX = c3 D.L.O.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 2 1 6 D.L.O. w = w w 3
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING W of W INACTIVE p ACTIVE In m
OR STUCCO. 15 N o_ OPP. a c�
4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 3 ¢ 3 // p
5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY q N E ¢ °p
HURRICANE ZONE (HVHZ) $ A
p 6. PRODUCT DOES NOT REQUIRE SHUTTERS - - iztn
I.
7 RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) p w 10 t
DOOR LEAF CONSTRUCTION. 3 Lj A
Face sheets: 24 GA (0.021 " min) thickness. Galvanized steel A -525 o: U1
commercial quality AKDO perASTM 620 with average minimum yield 0 R
o
strength Fy(ave)= 30627psi. A A A 0
2 2 2 a
Core Design: Expanded polystyrene with 1.0 to 1.2516s density, by Jeld -Wen Inc. (L
Panel Construction: The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 On m
(0.021 "min) galvanized steel. The face sheets at top and bottom are bent 90' over
I
the top and bottom rails. The top rail measures 1.0" high x 1.686" wide. The steel - Z Z
bottom rail measures 1.21 "high x 1.688" wide. The sides of the face sheets are roll SINGLE OUTSWING UNIT (X J DOUBLE OUTSVNG UNIT (XX) 3o LD 2
formed into the latch and hinge Stites which measure 1.00" high x 1.688" wide. The SCALE: 112" =1 '—O" SCALE: 11R" =1' -0" On Ej
On
interior cavity is filled with expanded polystyrene. The face sheets are glued to the O m
expanded polystyrene. The panels are cut out for the two -piece ODL Aluminum lite O Z
ALL DOOR MODELS ARE VIEWED O a a O
frame. Units are glazed with tempered and laminated impact 1 "IG. On double door of m
FROM THE INTERIOR SIDE w w in
applications the inactive door is fitted with an extruded aluminum astragal of o Z Z
6063-T5 alloy, manufactured by Endura. w
TABLE I DESIGN PRESSURE RATING Q
Frame Construction: The frames are constructed of fingerjointed pine jambs AP ROVED FOR use WHERE o
measuring 4- 9116 "x 1 -114" The head jambs are mortised and butt joined to P m ROTECTION FOR WATER o o w
the side iambs, and attached with three (3) 16GA 7/16" crown x 2" long I F r uT a
staples on each side. The threshhold is attached to the side jambs with POSITfVE 60.0 PSF O
three (3) 16GA 7116 " crown x 2" long staples on each side. - '
NEGATIVE .60 .0 PSF
In g: ODL insulated life is 1 "overall thickness, consisting of one (1 ) TABLE OF CONTENTS - v m ¢ O
pane of 0.125" Tempered glass; 0.5" air space; two (2) panes of 0.125" Z
annealed with .090" PVB interlayer by Solutia. All files are sandwiched SHEET p DESCRIPTION NUESH HrV V5AR� DATE 2/5/08
glazed into the panels. t TYPICAL ELEVATKKJS FLORIDA P.E. NO. 58861 I I,
PRODUCT REVISED scALE:AS NOTED
2 VERTICAL CROSS SECTION & BILL OF MATERIAL cs ca:api g wjf the Florida � DYIG BY. EAG
3 HORIZONTAL CROSS SECTIONS Building Code pp
4 ANCHORING LOCATIONS Ac..j= D o - ' J I 7 ( .'yl CHK. BY.S. SAFFEL
5 COMPONENT DETAILS ORAYANC NO.:
6 UNIT COMPONENTS g
Miawi ��.�Caotroi rn olcwt�arx: sexneEi. r+c. JW0509 -03
1hV19YJa OPINM qL n b]aae SHEET 1 OF 6
b y°r¢,
l
• • • • • • Item DESCRIPTION Material
• • • • • • • • • • • • m i SIDE JAMB
• • 1 4 z 4 9 16 FlNGERJOINTED PINE PINE
• 1 1/4" d-� 2 5/8" MIN. 2 HEAD JAMB 1 1 4ic 4 9 i6 FlNGERJOINTED PINE
•• c°p
• • Q
i
• • • MIN. 19 w 3 4" x 4" BUTT HINGE 12GA. .089" MIN n
• • ? D 4 9 x 5 8" PHILLIPS FLATHEAD WOOD SCREW STEEL
• • D
• 19 5 8 PHILLIPS HD SCREW WITH 1 7 2 MIN. EMBED. S L
• • • • 0001 ter • • • 20 6 10 X 1 1 2 PHILLIPS FLATHEAD WOOD SCREW S L O ce
• MIN. E 1/4" MAX. 7 8 X 3' PHILLIPS FLAIEHEAD WOOD SCREW
• • • • • • SHIM THK. 20 8 8X1 PHILLIPS FLAT HEAD WOOD SCREW STEEL U cc J
• • • 2 9 COMPRESSION WEATHERSTRIP -LON QDS -650 Z O " M
• • • • • 11 OUTSWING THRESHOLD ( ENDURA) ALUMINUM 11 LL N
• • • • _ N 2 (ALUM T6063 T6) Z Y = Do
1 A' MAX. SE E • 12 ASTRAGAL THROW BOLT STEEL ROD 5116' x 18 STEEL LV I- ,
000 EIflM THK. DREW G • SEE 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL 3 Q V•
• • • • '•TO 6 26 DETAIL G ON HEAD JAMB O M
• • TAIL 14 16 Gm 7116 CROWN x 2 LONG STAPLES STEEL
• • • • • • 0000 • • 6 26 15 KWIKSET TITAN SERIES LOCK SERIES 400 LU
t'
� '3 Y a
• 28 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780
0000 5 9 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM
28 ALUM 6063 -T6
30 - 21 34 9 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL
_ 21 19 2x WOOD BUCK WOOD
0 NON COMPRESSION SHIM WOOD p CD
21 30 21 DOW 995 SILICONE SEALANT SILICONE N 2
21 22 1 IMPACT IG ASSEMBLY NOA 3- 0428 -02 GLASS S v w cn
~ 21 21 23 i 8 TEMPERED GLASS GLASS m O
c 24 3 8 LAMINATED ANNEALED GLASS GLASS t-
_ RIO EXTERIOR = 25 LOCK BLOCK LVL x 12' LG LYL ¢ ca p wg
Ld TOP RAIL FlNGERJOINTED PINE PINE a I rn W Of
z O INTERIOR EXTERIOR 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL tO p NQ
23 1 „ 28 EXPANDED POLYSTYRENE 1.0 TO 1.25W DB191Y BY JBD -WFN FOAM w g Lu
t ` p 29 STEEL DOOR PANEL SKIN MATERAL 24CJ1 GALVANIZED STEEL p p K4
af 23 1" A -525 COMMERC14L OUAUIY 0.021" MIN. THICK. A w p z pp
22 L, 30 ODL UTE FRAME ALUM 6063 TS ALUMWUM p to �-
\ 31 1NC I JW L PINE o W N J
> 24 ¢ N 22 3 LA H N ER J01 LVL LVL 3 y m
O 04 w \ 24 33 1 #B x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL W
X o 34 11 I1W BUILDER TAPGON WITH 1.25' MIN. EMBEDMENT STEEL �5 o
o o
� X
IN 21 21 a
C14 21 21 o m
30 21 b oo
28
ch in
30 27
29 vmw
27 28 z o J_ Z
p Z Z
11 oww
9Q w
CD to 34 11 OOp
uTaorlQ
1 1/2" MIN. EMB. clal
19 - NIMESH BHAVSAR DATE
215108
FR,ODUCTREVISED FLORIDA F.E. NO. 56861 scmz NOTED
as complying with the Florida
1 1/4- w 2 5 /8" MIN. A 8uming c code DWG. BY: EAG
Hxpu ace
cxK. eY:S. SAFFEL
MIN.
DRAWING No.:
t� VERTICAL CROSS SECTION TYP. L o_ 1 VER ICAL CROSS SE !ON TYP. i� d Comrol ae amwo wrx.-•. »s JW0509 -03
M. act saoosa
2 WOOD FRA i!E INSTALLATION SCALE. 6" =>' -0" 2 CONCRETE INSTALLATION SCALE. 6" =1' -0" D v lion ORLAW ; A n. aMSe st4m 2 of B
•
1 1/2'
SEE Ni'Iteop N.. 1/4" MAX. 1 1/4 MAX. MIN. •
5 SHIM SEE DETAIL G SEE DETAIL G SHIM 5
SHEET 6
le 15 SHEET 6
1 1/4
•
00 MIN. /
•
• 28 29
0
30 30
21 22 21 M _J 31 1-- C6
z Ld 0 CC —J
-j
co
< SE NO #3 z o <
INTERIO /7� LL
tA*)
• • •
p LLJ
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FLORIDA P.E. NO. 568.61
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
I nspection Number: I NSP- 123431 Permit Number: WS -6 -09 -1021
Inspection Date: August 31 2009 Permit Type: Windows/Shutters
Inspector: Bruhn, Norman Inspection Type: Final
Owner: LEGO, JAMES REGIS Work Classification: Door Replacement
Job Address: 163 NW 100 Street
Miami Shores, FL Phone Number
Parcel Number 1131010230310
Project: <NONE>
Contractor: J &G CARPENTRY INC Phone: (561)333 -5042
Building Department Comments
CHANGEOUT DOOR. NO SIZE MODIFICATION.
Inspector Comments
Passed 6'G,
Failed El
Correction
Needed
Re- Inspection a
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
For Inspections please call: (305)762 -4949
August 31, 2009 Page 1 of 1