WS-09-2096 mo
f i wsirw' ai -fir
-
`
Miami Shores Village rx
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Al l
Ex iration:07 /03!2010
p
Project Address Parcel Number Applicant
189 105 Street 1121360080090
Miami Shores, FL 33150- Block: Lot: MICHAEL DEL GIUDICE
Owner Information Address Phone Cell
MICHAEL DEL GIUDICE 189 NW 105 ST
MIAMI SHORES FL 33150 -1243
Contractor(s) Phone Cell Phone Valuation: $ 1,000.00
J &G CARPENTRY INC (561)333 -5042
......... Total Sq Feet: 0
Type of Work: FRONT DOOR For Inspections please call:
No of Openings: 1 (305)762 -4949
Additional Info: IMPACT Available Inspections:
Classification: Residential Inspection Type:
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $0.60 WS-12 -09-36696 $ 117.60 $ 67.60
Education Surcharge $0.20
Permit Fee $110.00 WS•12 -09 -36696 $ 117.60 $ 117.60 $ 0.00
Scanning Fee $6.00 Check #: 5613
Submittal Fee $50.00
Submittal Reversal Fee ($50.00)
Technology Fee $0.80
Total: $117.60
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.
January 12, 2010
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
January 12, 2010 1
Miami Shores pillage
Building Department
M050 N.E.2nd Avenue, W=ui Shores, Florida 33138
Tel: (305) 7952204 Fas: (305) 756.8972
BUILDING Permit No. sn9 ~ 2 (,Q
PERMIT APPLICATION Master Permit No.
FBC 24"
Permit Type (circle): Bind' Ehmtrical Plumbing Mechanical Roofng
Owners Name (Fee Simple Titleholder ) N 9U #
_
Owner's Address Z8� A
Ci ty �`LIDI Pg State /—L -- Zip
TenantllgsseeName Phone #
Job Address (where the work is being done) _ f EC l D -s7
City IVfiamni Shores Village County NaminDade Zip . �J
Is Building HistoricaMy Designated YES NO
Contractor's Company Nama C= 10 IeAj , 5 P Phone #
ContracWs Address 13 V-(g / - 7 1` Cr
City ,J P State L_ Tap l
Qualifies •�j9 5 1
Architedfflogincer's Name (if applicable) Phone #
�r
$ Value of Work For this Permit 7 7 Squm Footage Of Work:
Type of Work: []Addition OAlteration ONew Q ep i Mepiace ❑ Demolition
Describe Work: C�L�
4
Submittal Fee $ ' 0 Permit Fee $ ') 0 CCF $ FLOG
Notary $ Training f Education Fee $ 0 • AeD Technology Fee $
Scanning $ Radon $ Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
t 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
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 prim to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this junsdic tiaL I understand that a karate 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 ftVgoing information is w=nate 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 RdMOVEMENTS TO YOUR PROPERTY. IF YOU INTTNll TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant. As a concision to the iawice of a building permit with an est mated vdw exceeding $2500, the applrcant must
promise in good faith that a copy of the note of commencement and constrrs den lien law brochure wjU be d'eftoer ed to the person
whose property a subject to attachment Also, a sett fed copy of the recorded notice of convnencenwnt ~be parted at th e,lob site
for the first inspection which occurs seven (7) stays after the building permit a issued In the akw a of such posted notice, the
inspection will not be approved and a reinspectionfee will be charged
SignaftW Signature QP
weer or Agent Canrtractor
The krqping instrument was ac�Cnowi me ibis The foregoing instrument was admowledged before me this
f ?A b day o if 20, by
own to or has pr ' who is ka to me or whohas pnud�d
As . and who did take an oath as idcution and who did take an oath
NOT Y P1 go r i 0� 1�?.,�; NOTARY PUBLIC:
Si
Si p ; q
t17[it: dCaCa OBUO6° &. q .li. Wa 'DEC. ,I 00� K u � Pant: Y
va�c�;�ivBg�GCO,�aac =.—.' ,,,`..•• €IZ°('ha 11 I�d1°on
My ion Expues: — M y Commaissioa r . 70, 2013
(Certificate of Competency Holder) BONDED MRU ATLANTIC BONDING co., INC.
State Certificate or Registration No. C7 t U i Certificate of Competency No.
APPLICATION APPROVED BY. ri�� Plans mina
Engineer
Zoning
the 10114/03
Prepared by:
Stan Campbell, Esq.
1915 Hollywood Blvd. Suite 206
Hollywood, Florida 33020
WARRANTY DEED
THIS INDENTURE, made this between:
Michael De Gludice A/K/A Michael Del Giudice, a single man and Jorge Navarro, a single
man
as Grantor', whose address is: 2732 West Denver Place, Denver, Colorado 20811, and
Mauricio Edrey Martinez, a single man and Juan Carlos Keledjian, a single man, as joint
tenants with full rights of survivorship.
as Grantee`, whose address is: 189 NW 105 Street, Miami Shores, Florida 33138
' Singular and plural are interchangeable as context requires.
WITNESSETH: That the Grantor, for and in consideration of the sum of TEN DOLLARS ($10.00) and
other valuable considerations to said Grantors in hand paid by said Grantee, the receipt whereof is hereby
acknowledged, has granted, bargained and sold to the grantee and grantee's heirs forever the following
described land located in the County of Miami -Dade, State of Florida , to-wit:
Lot 9, Block 204, DUNNING$ MIAMI SHORES EXTENSION NO. 4, according
to the Plat thereof, recorded in Plat Book 48, Page 20, of the Public Records
of Miami Dade County, Florida.
Parcel ID Number: 11- 2136- 008 -0090
SUBJECT TO easements, restrictions and reservations of record, if any, and taxes for current year and
subsequent years.
Said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful
claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above
written.
WITNESS 1. (Seal)
Michael De Giudice AIK/A Michael Del Giudice
Printed Name
WITNESS Z (Seal)
Jorge Navarro
Printed Name
State of
County of
The foregoing instrument was acknowledged before me on by Michael De Giudice
A/K/A Michael Del Giudice and Jorge Navarro, who is /are personally known to me or who has produced
as identification and did take an oath.
Notary Public
Print Name:
My Commission Expires:
FLORIDA DEED INDIVIDUAL WARRANTY DEED - GTr
v1r) e r4 1e �vJ T'rrd�
` SH Rms r Miami Shores Village tlilftlFlNSi/'shutters
�r 10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000 utters
- W; Cla Sh
13
Phone: (305 )795 -2204 ft"*S#8
kts ApRRQYEi3
all
Expiration: 0610712010
Project Address Parcel Number Applicant
189 105 Street 1121360080090
Miami Shores, FL 33150 Block: Lot: JORGE NAVARRO
Owner Information Address Phone cell
JORGE NAVARRO 189 NW 105 ST
MIAMI SHORES FL 33150 -1243
Contractor(s) Phone Cell Phone $ 2,000.00
HOME OWNER Valuation:
Total Sq Feet: 0
Type of Work: PANEL SHUTTERS For Inspections please call:
No of Openings: 8 (305)7624949
Additional Info: IMPACT a
EI id > Available Inspections:
Classification: Residential "'
Inspection Type:
Shutter Final
Shutter Attachment
` e _4
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $1.20 }x(5.12 -09 -36595 $ 194.20 $ 194.20
Education Surcharge $040 $ 0.00
Notary Fee $5 . 00
Permit Fee $180.00
Scanning Fee $8.00
Technology Fee $180
Total: $194.20
p.
Appant Copy For Inspections, Call (305) 762 -4949.
Requests must be received by 3 pm for following day inspections.
NOTICE: Jn addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL. PERMITS REQUIRED FROM OTHER
additiontrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
the public, ,records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
December 09 2009 2
v f
BY... ® ................
1 t
Miami Shores � /il a,�?
36" X 80"
REPLACE DOOR IN 1 OPENING ONLY. i BY p `^
I� _-
i
NEW DOOR TO BE IMPACT RESISTANT- 70NING DEPT
HURRICANE SHUTTERS NOT REQUIRED,
BLDG DEPT
SUBJECT TO COMPLIANCE WTH ALL FEDERAL
STATE AND COUNTY PULES AND REGULATIONS
OPENING PRODUCT DESIGN
OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS
NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.OA. #) POS. NEG.
1 1 36 80 20.00 1 5 1 44.4 1 -58.0 08- 1015.05 66.7 1 -70.0 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 WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES • • • • • • • • • • • •
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES : • • • • • • •
• •• • • • • ••• •
MEAN ROOF HEIGHT = 11 FT 5 IN
KELEDJIAN RESIDENCE
189 N.W. 105TH STREET '
DO
MIAMI SHORES, FLORIDA °•.• �'� ��••�
03102/2009 - 5:01pm troyb F: \03 Elements\10 Loading \11 Calculators\ASCE 7-05\ FLB - ASCE 7-02 Pressure Charts (0- 60).d"
2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH MRH =0 -60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' S E NOTES -
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES j INSTRUCTIONS FOR TABLE USE: FOR ALT Kd
DESIGN PRESSURES (PSF) •Zone 4 Mean D N PRESSURES SF) • Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS
Mean DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
Roof Tdbutary Area (So Ft) Roof 9 0 Ft USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES.
Height 10 15 20 25 30 35 40 45 50 10 T 15 20 25 30 35 40 45 50 2. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER - DESIGNED BY A
-WA 1192 - 48.3 -47.6 - 47.1 -46.6 462 45.9 45.5 2 59.8 -58.0 .7 54.6 53.8 -53.1 52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
0 -15ft +485 +452 +44.4 +43.7 +43,1 +427' +423 +41.8 +41;6 0 -15ft 485 +45 +444 +437 +43,1 +42.7 +42.3 +41.9 +41.8 3. USE OF TABLES VALID ONLY FOR, BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT.
4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 0
1611 -51.1 49.8 49.0 -48.3 4 47.3 4
7.7 6.8. :46.5 46:2 . 1611 '1 -60.6 - 57.5 - 56.3 - 55.4 -54.6 - 53.9 -532 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. -63
+47,1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42:2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
52.4 - 51.1 - 502 49.5 48.9 48.4 48.0 47.7 -47.3 -64.6 - 62.1 - 60.3 58.9 -57.8 -56.8 55.9 - 552 -54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT.
18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43,9 +43.6 +43.2 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION.
20 ft 53.5 522 51.3 50.6 50.0 _-w49 5 49.1 -48.7 48.4 2011 -68.1 .63.5 51.6 -602 59.0 58.1 - 572 -WA 55.8 7, CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR
+49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
54.6 53.3 52.4 51.8 51.0 505 -5Q.1' 49.7 119.4 57.4 54.8 52.9 - 61.4 502 592 -58.4 57.6 58.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT J 3). USE THE AREA BETWEEN STRUCTURAL
22 ft +WA +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 � ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 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
55.8 54.3 533 528 -52.0 51.5 50.6 -50.3 24ft - 68.7 56.0 -64.1 52.6 51.4 50.3 59.4 58.7 58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER
24ft
+51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 +51.3 +49,9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
56.8 552 2 5
- 5435 52.9 -52.3 51 9 51.5 51.1 26ft 89.8 87.1 65.1 83.8 82.4 61.4 60.4 59.6 58.9 S. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
ft +522 +50.8 +49.8 +49.1 + 2 +
48.4 +47.9 +47.5 +47.1 +46.7 +5250.8 +49,8 +49.1 +46,4 +47:9 +47.5 +47,1 +46,7 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
ft 57.5 56.1 55.1 54.3 53.7 - 532 52.7 52.3 51.9 -70.9 - 682 562 - 648 483.4 52:3 51.4 60.6 59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
+53.0 +51.6 +50.6 +49.8 +492 +48,7 +482 +47.8 +47.4 28 ft +53.0 +51.8 +50.6 +49.8 +492 +4$:7 +482 +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH ODE.
58.3 56.9 55.9 55.1 54.5 53.9 - 53.5 53.1 52.7 -72.0 592 - 67.1 55.8 - 64.3 - 632 -62.3 51.5 50.7 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 +5Q6' +49.9 ¢49:4 +48,9 +48.5 +48.1 VALID 1. THESE CHARTS ARE NOT AS ASITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY
32ft -59.1 57'7 - 56'7 55'9 - 552 •54'7 - 542 53.8 -53'4 32ft -73.0 - 70.1 56.1 -66.5 - 652 -64.1 53.1 -62.3 -61.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
+54.6 +53.1 +52.0 +61.3 +50.6 +50.1 +49.6 +492 +48.8 +54.5 +53,1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +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 58.9 57.3 56.0 - 64.9 54,0 83.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
ft +552 +53.7 +52.7 +51.9 +51.3 +50.7 W+411, +49.8 +49.4 34 ft +552 +53.7 +52.7 +51.9 +51.3 +50.7 +50,2 +49.8 +49.4 COEFFICIENTS LISTED HEREIN SHALL DICTATED AND VERIFIED BY THE GOVERNING
BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
36 ft -60.6 59.1 -58.1 -57.3 56.6 56.1 55.1 54.8 36 ft -74.8 - 71.9 59.8 -68.1 56.8- 55.7 64.7 - 63.9 53.1 VALUE USE IS OFFERED HEREIN.
3 +50.4 +50.0
+55.9 +54.4 +53 3 +52.5 +51 9 +51 +55.9 +54.4 +53.3 +52.5 +51.8 +51.3 +50 8 +50.4 +50.0
ft 83.8 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED
51.3 59.8 58.7 57.9 57.3 - 56.7 55.8 55.4 -75.7 -727 -70.6 -68.9 57.6 56.5 - 65.5 54.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
ft +56,5 +55.0 +54.0 +53.1 +52 5 +51.9 +51.0 +50.8 +56.5 +55.0 +54,0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 APPROVALS FOR DESIGN &INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
40 ft . 62.0 - 60.5 59.4 -58.6 7.9 57.3 -58.4 56.0 40 ft -76.5 73.5 -71.3 59.7 58.3 672 862 55.3 RE EN NTIALL & COMMERCIAL CONST E G AN IIMPORTA CE FA
+57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +515 +61.1. +67.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 1.1 +51.1 (GE ERAL IDE RUCTION )
USIIN 62.6 61.1 50.0 592 56.5 5T.8 570 566; 42ft 77.3 -742 -72.1 -70.4 69.0 5T.9 66.9 56,0 652 I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.
42 ft TOPOGRAPHIC FACTOR Kzt °i 0 FOR FI USE ONLY. THESE TABLES NOT VALID FOR
+57,7 +562 +55.1 +54.3 +53.6 +53.0 +521 =+Ii1.7 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE.OEFFICIENT (GCpi =+J -0.18) ENCLOSED BUILDING ONLY.
532 - 61.7 50.6 59.7 59.1 W 57.5 -57.1 78.0 -75.0 -72.8 -71.1 69.7 68.5 87.5 - 668 -65.8 VERIFY USE OF Kd- 0.85 WITH LOCAL BUILDING DEPARTMENT. HVHZ
44 ft +56.3 +56.7 +55.7 +54.8 +54.1 +5&5 +53 0 :+52.6 -: +522 .: ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +522 °HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
53.8 82 3 612 50 3 59.6 59.0 58.5 58.1 -57.7 * 46 ft -78.8 -75.7 -73.5 -718 -70.4 682 682 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
57.3 -66,5 5. ADHERE TO ALL LOCAL IMPACT PROTECTION ORDINANCES.
46 ft
+58.8 +57.3 +562 +55.3 +64.6 +54.0 +53.5 +53.1. +52.7 1 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +527 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
ES I M
64.4 .62.8 51.7 460.8 -60.1 59.6 59.0 58.6 58.2 r -79.5 -76.3 -74.1 -72.4 -71.0 59.8 - 68.8 67.9 57.1 AFFIRMATIONS ARE INTENDED.
48 ft +59A +57.8 +56.7 +55.8 +65.1 +54.5', ; +5441 +53.6' k Fw.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= lOMo OF LEAST HORIZONTAL DIMENSION OR 40 h o OF- -MRH, PEAK ROOF
It 5
50 4.9 • -ft% •" 2 51 A - 60.7 - 80.'(' ' 59.5 X591':' 58.7 -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69A -68.5 57.6 WHICHEVER IS SMALLER, BUT NOT LESS:THAN 4 OF LEAST HORIZONTAL HEIGHT
+69,9 +`$�3 +rj72 +5618 +AM +55.0 +64.6 +54.0 +53.6 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53,6 DIMENSION OR 3FT (Sm): USE ZONE 51F AT ALL IN QUESTION. CONSULT MEAN
• • • AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
55.5 53 9 52.8 -615 • 512 50.6 - 60.0 59.6 592 -80.8 -77.6 -75A -73.6 -722 71.0 59.9 -69.0 582 ROOF
52ft• • i•• +54.0 a a EAVE HEIGHT
+80A .+V.6 +56.8 +56.1 +55.4 +54.9 +54.5 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 ROOF
ft • ••• -66.0 4M X83.3 52 • 51.7 51.0 - 80.5 .60.1 59.8 � 81.5 -78.3 -78.0 -742 -72.8 -71.8 -70.5 69.8 88.T {� 1 r HEIGHT
+60.8 +59.2 +58.1 +67.R :S40 +55.9 +55.4 +54.9 +54.5 +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5
58.5 64 9 -83.7 52.9 52� 51.5 51.0 80 5 80.1 ft 82.1 -78 9 -76.8 -74.8 -73 3 72.1 -71.0 -70.1 59.3 ® I 5 5 �
•58 a • +61.3 • • +b6 5 +57J • +58.9 +56.3 +55.8 +55 5 .3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 I 1a�y a
•
( two - 67.5 065.8 •64.7 635 "A -62A 51.9 -61A -61.0 Soft - 83.3 -80.0 -77.7 -75.9 -74A -732 -72.1 -71.1 -70.3 ELEVATION so
c � +622 +� +fWA +58.5 #Wfi +57.1 +56.6 +56.1 +55.7 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +588 +56.1 +55.7 WALL ZONE FIG C
• 'ate ra
*000: y ryJ DATE <
• G 3 INRI$SUE S DRWN CHKD
CL FLB 04/ 19/06 2007 FLORIDA BUILDING CODE EN GINEERING,,
m OR 07 FBC TSB FLB 02123/09 EXPRESS °
••••• •• T
• • „ _ ASCE 7 -05, MRH = 0 - 60 FT I
_R n C • - DESIGN LOADS FOR 160 SW 12th AVENUE, #106 m
•:• Ul - - - - COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 Z
m
THIS DOCUMENTIS THE PROPERTY OFFRANKLBENNARDO, PH: (954) 354 -0660 FAX: (954) 354 -0443
Z PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART p
01 WITHOUT WRITTEN CONSENT OF FRANK LBENNARDO WWW.ENGEXP.COM
"ALTERATION%ADDITIONS, HIGHLIGHTING, OR OTHER CERT OF AUTH I{9886 �- m
v MARKINGS To THIS DOCUMENT ARE NOT PERMITTED AND
�" INVALIDATE OUR CERTIFICATION.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
MIAMI -DADE 140 WEST FLAGLER STREET, SUITE 1603
BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -.1563
PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www .miamidade.gov/buildinecode
Jeld -Wen, Inc. (OR)
3737 Lakeport Boulevard
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 W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I.
PROV D awmg o. , tit ernes Wood Edge wmg ee
Impact Door Up to 9 11 x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated
09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed
by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of
Acceotance number and exviration date kX the Miami -Dade Countv Product Control Division.
MISSILE IMPACT RATING:
Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites)
LIMITATION:
Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the
Sidelites.
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. 00 *00 0 . 0 0 ..
INSPECTION: A copy of this entire NOA shall be provided to the user by the.manl}t •
distributors and shall be available for inspection at the job site at the request oWe = &4 Official.
This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E-
land E -2, as well as approval document mentioned above.
.. . . ... 0000..
The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • •
' ° ' 0 • O No. 080101 S.r�9
0000 .
MIAM�DADE td7�r
-txnVatlon (sate: Augu 15 7.012
e a
; Approval Date: December 12, zuu
0 Pale 1
. •• •• . . . •• ..
Jeld -Wen. Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door
Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelit&', sheets 1 through 8 of 8,
dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated
11/09/20087, signed and sealed by Eric S. Nielsen, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Test, per PA 202 -94
5) Cyclic Wind Pressure, Loading per PA 203 -94
6) Large Missile Impact Test, per PA 201 -94
Along with marked -up drawings and installation diagram of Outswing and Inswing
wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report
No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA # 02- 1211.18)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E.
Complies with ASTM E 1300 -02
(Submitted under NOA # 07 -073L 04)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance, dated
07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E.
2. (Submitted under NOA # 07- 0731.04)
3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified
Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
4. Laboratory compliance letter for Test Report no. CTLA -696V - *sje j V .Cqtifiq4t •
Testing Laboratories, dated 11/11/2001, signed and • y R e; "Pi* VA. •.
(Submitted under NOA# 02- 121L18) •
Jaime D. P.E.
. �Chicf, Product Control DtVAV
:. : : :NbA 4o. 08-j*1 S.Q5
:El'rp#rallon Date• ;kwgust 11201L
AAproval Date -� 5ecember 12, 2008
E -1
. . . . . . . . . .
. ...... . ....
... . . . ... . .
Jeld -Wen. Inc. (OR, )
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series
"6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ",
approved on 12/20/2007 and expiring on 08/15/2012.
H. LIMITATIONS
1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises
are required for the Sidelites.
2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are
NOT required for the Doors.
s e e
00 0
-00 � *--00
i
Jaime D. Ga on, P.E.
•
Chief, Product GeTrol bh:sibv
• • • • MA No. Q8- 1015.0.:
kkinatlori Ds A Ftust M 201 :•
Approval Date 0 $ecember 12, 2008
E -2
• • • • • • •
••• • • • ••• • •
74.5' MAX. OA FRAME WIDTH 70.15' MAIL OA FRAME ({10TH
JFIJkWEN® Steel 875' TYP 125' 75' 75 L 15.5' MAX. OA
3&825' MAX OA TYP BAR nP TYP SIDELRE FRAME WIDTH
38' MAX OA 875' 38' MAX OA 14' MAX OA
8 ttrQO OWICIPAWNSIM W PANEL WITH 7YP � PANEL WlD1H PANEL WIDTH
SIPACTOOORUIST91D97t /8W1i710Uf89JB17J S 111
OENERALNOTES 91 0
1. 716 PRODUCT IS DESI M TO C0MPLY WITH THE CORRETNT FLORIDA K DfNG t NXTK ACTNE OA MAX D.LO.
CODE AFB HIGH VETDCfTY M=ANE ZONE *IVHZ' REQUtRENQM 80 80' WITH 01
Z WOW BUCKS BY OTHERS MUST BE ANCHORED PROPEW.Y TO TRANSFER MAX. MAX . cd C4 .-
LOADS TO THE STRL C URE
3. PRCOUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION PANEL PANEL 83125" c I
MOM ANl E1 18E0TRRT TO BASE MATERIAL SNALL BE BEYM WALL HEIGHT F ff OA
4 SIG ON THIS SHAT FOR OEM PRESSURE RATINGS. 8� • 81 • H .I.O.
a To PROD= Mm THE Ulm REQUIREYE n FOR 11w ZONES. SEE CA v w OA
THE DEW PRESM cm BELOW, FRAME FRAME . 4
a DOORS ARE IMPACTED AND DO NOT REQUIRE NIAAB-DADE APPROVED HEIGHT few � �
BNPACT RESISTANT SHUTTER&
z APPROVED PARACT RESISTANT SHUTTERS ARE REQUIRED
FOR SCELITE&
8. SMW /BA RE OPTION AND CAN BE USED IN A OGLE OR DOUBLE 'Q
• g k
NESTDEMfAi. QIS1A .A7aD8T�.DOORfto�hmimmr�arel
0.75' J aB25'
mp" UNIT
COMPONWOONBTRIK Tom: ED FRdN l70ERX)R t07' MAIL OA FRAME WIDTH y a
Ease (0
. ski 24 gm .0201 n**Y an UkWw^ Cahmized 2W l A -525 37.75• MAIL OA VlEM 875 125 J5' MULL 15.5• MAX OA �
cwaodd giml* - At= per ASR 820 with areroge mWW1um yleld FRAME WIDTH 1W? BAR TV. SIDWIF FRAME WIDTH
et*-0
Fy(ove.)-24,800 psL 3" MAX OA 3&825' MAIL OA 38' MAIL OA 14' MAX. OA
com Expanded polysiyrmte rRfi 1.0 to 1.25 Bis./cf dera•j, by 875' Tvv PAPIEI. WIDTH PANEL WIDTH W /ASTWIGrW. PAf01 W90TH PANEL. WIDTH
Door Peet Carabac8en: The acth a mW Wadhw pmbls are ommbwM from
24G1 (0. 010' mfn.) gah mbW stet IM fm strop tops anal boftms are
beg 80' oror the top and bWWmm rot. Tire top LVL rd measures I.V*
w* x 1. 042• Wgh. Do b tom rd is roI famed x021' gdvw&ed DlACfiIE xw OA Od.O.
stets 1.87' wide x 1.21• hvL TIN Miles of H• race am �, � WIDTH `
MR = e• Lv1 Wtch age "d Pam K" my sme oft
mom I.87' x 1A' The hdfWr oavay W Od wW+ polysty m Tire MAX MAIL
Taos dwaft ae gWed to the potyattram. P ANE L PQA 83.125'
Fhaed Life CorreL ft saelt W from 24M (aO20' mh) galamdzed
HEIGHT
MAX . Da adgea as 8a too are bad !m' over ft pM sore
amt OW t* IL The dMb pmeb are muW to mc*e On Up Lb s • aA
Frames or ft op5mrol Trhdty Ltgid Fmffft (So died for gl AV elm aim, .
deter.) The IKe hares are seated w/ OSO gWzhtg canpound an ere OA • OA •
Fram .daWr
The trarrea are constructed fran Paaterosa Phta Jame FRAME FRAME
126
Awff
dale x 4 r �he door axT sb to Tread ]oft
f . • orM to )o w v she &W attaadW with (3) IBGA.
: 099 x 71iQ wh at*ea the ardtsom a statdad bump fare PmNw loll
8treshotl meaj 4.041' deep x 1.0' The 8ueshoW Is attadted to
• •.• the frarn�Btd► IrA. 2• 7 wlre DDLS F OUrcwNr, WPACT F
•
a • • • • tJNR rOXXO)�y/ NON - IMPACT
• 7ABtti0FC01iISNiB 0.825' a75' a82g' S1DEr_IT S VgWfD FROM!FXfERK)R °
• • • • f • . • • CaraF att!n1m�` IMPACT NAVR.fXT W Ci 4
AND TYPEAL • • 2 d U. OF MATERIALS �T scAtE N TS
• • • • 3 Ab SEiDONS • DM PRISM RATING -rMIE sm wdiLlbeFlaidO ( ( P BY av0. ett NJ
13xSaiagCa3e _ i -OS %l l
:.... 5 L S WE m w A DIG 14 a �B87 Id -70 W � 7 �� Z Ito S NW m r/` 20164", S. WIEL
• 6 LOCMOM W/1VO N0Y 9PACT S®DRES SWift P. Las 41323 �
7 • • • pm t� PfC LLC S -2104
• • • 8 457a -57 pd 1st ° o g aMee FW M Pham: 321-m -1788
f • W/9111•N RBI 90FIRfS A1vJsi� wes oa xa 2asm Faa 321 -BGO -1789 staff 1 8
•
MASONRY CONCRETE 5 f DOOR STEEL FACE SHEEr 24&L D.0 pJ>?1
l.50" SY OTHERS 1.50" BY OTHERS HEAD FlNGER PIN
EMB. :+ - !9 0.25" MI :`• >• HINGE JAMB GER JOINTED PdVE )
O i + °, i :i t g 4 FRAME lATixi JAb1B JOINTED PONDEROSA P!N I•to 2
MAX. Stm
SHIM SHIM 2 8 rwaua
7 DOOR LATCH ME vL D*VW n
T / B F AL
44
BRAD UMINUM
1fXi+q. k 1
MUl,UON CAP STEEL
AI if - ...,. 3 f
10 COMPRESSION NSA POW
SEE DETAIL 7
/��� EE OETAIL 7f'
O
1-2 * BOTTOM RAIL
N SHEET 5 1 ON SHEET 5 13 DOOR HINGE STILE Fl
e i 31 PI—NE)t�
- SEE NOTE 8 a 14 iQ x 1 3 4 PFH WDOD
h 1 ON SHT. 4 SEE NOTE 3 1 L 3 Fl PINE — STEEL
ON SHT. 4 18 18 ITW WON W 1 1/4 4' f
t.75 MIDI f PD! 1.0 to t.25 ID d g -#1EF!
a�
1.75* MIN 18 NOT USED
r ». PANEL THK PANEL THK. r' : $ 19 2w wow SUR. SLICK
WOOD
0
SEE NOTE 2 2f
ar ON SHT 4 : x t LITE
PFH
rr c x a 1/2
r 0:125 MIN. 4 TO x f PFH TO Q
GLASS THK f x 2 �tu
28
SILICONE
� WOOD
wmm
29 SILICON
81.25" : ; t ; 80 81.25" 80 . 0 " GLAZING CDMlRH/ND �. 33 C
SILIDOW
MAX. MAX.. MAX. SEE GLAZING 31 TRIM TWA x �3 8 R
wo
OA OA OA FRAME .: '; PANE FRAME SHEET 7 PANEL �,
HEIGHT .; HEIGHT HEIGHT HEIGHT
OB t p„
..: DEADBG:
ACE 2 0 STEEL
:....• ^ SEE NOTE 2 3 f 8 89"' POGY
r: k; ON SHT. 4 38 ARTECH POLYCOM POL . ► �-�
39 PRESSURE TREA J,.4.x' 8 470 9 81.t 4 P.T.
MEW
41 ASTRAGAL
42 YALE MnT HERIT SERIES
x � 1 .• .'" HFArk Sp;L MID FIN¢E{�C' - YYdO�: � `.
SEE NOTE 6 SA
ON SHT. 4 .•- E FOR f au.
3 46 112 INSULA AMPAC
• • • • ?� •. SEE NOTE 8 1 P9� x '• t mSULA19 GLASS Tm1NIT1' AMPAC
SEA 16 • i:�° ON SHT 4 SEE
• • • • • • • y w t[c DETAIL 7 <=.p NOTE 3 L ITE FRAME SCREW x 1 1 LONG PANHEAD (BY TR
• • • • • • • 12 ON SHEEP 5� . +? ON 4 51 #0 W000 I ALLA SCREW W7 1.50 MIN. EMBEDMENT c
• • 31 g DOOR LATCH SMW PLA STEEL r
• • 53 DOOR LA T STRXE STEEL n o
•• • • • -y h�•�+�,� 825° .Y : ts:.sh. ^•! we 9-11-01
r.,
••• •1.34 • CON ffiod�altmFtoiMe Prepared By: U.S.
•
1.75"
50
CONC 1.25° CRETE
.75
.50' MI ccas awa on RY
Banda g JWJ
M►N. • . MI MASONRY Mm.
MASON
N. DIST
i •
aR�
MIN. .EDGE DlST. A
ev�?aa a
EMB. BY OTHERS aa1 ew S SAFFEII
••• • 0000•• � 0 EMB. Edon
• • L�1 kERTICAL CR06S SECTION
VERTICAL CROSS SECTION t� P. E� 41323 rwwmq eqs
• • • • H TOLD A 'n ,y lass C"."W%a sf. cm PTC, LLC S -2104
• • ` revs o a ram P Fcw 321 t 890-1 788
• • • •
0.008• • • •
rxonucr
SEE MM 4 ON ST 4 }8 0 4 5 7 1 15 2 4 34 1 B 5 G)@ 19 ON� 7
>
� cwaai '
B� DJvW=
�a 1.75' AM Q
'. PAW TH C � gi
� s a
'..
n: SEE MAB. 5
SEE DETNL 5 a WWRETE
MASOMRr
ON SHEET 5 ON SlfEaTT 5 ' By 'a T o
a 025' MAX � 4�CRO MAX J MAX
fir J; OR ONTA .RO t:TiOM 0.25" ° � }
sA Jtf 9 � U
'Mom ..
'f1Y OTft�S
ON 4 ASTRAGAL TfM 9MTS (2) TOTA- (1 Elm
O:J1' DMA x 9.0' L0. AT TOP do f WMI
1 15.1.. 7. ..5 .7 1 i5. 2 434. _.
S'-NOM
1 Sfl: 4
• • • /��/ /.� / / / / //I ' oo�
• _
• • • • • • •i•ic� �� /� / % / / / /i % / / / / / / /� / /%/ •_ : �....,....• 10 go 9tag¢rhftFl�a
•
Hen of ,05
• • • 1.75' t{filf • • • • • • ASiRArAL) ATfAI�fYEkT e� f2
• • • • • • • FA6a TW • • • • \ WX* tTEM 24 WT ShOM RUS
• • • • • / qty FOR • fir.
••••• •• • •o�• o�ns 9- 11•-01
• • • • • •mo o 4 1 ON Im 10 1 1 PmP� B1 fas
••o•o•
• • • SNEET on JWJ
o t s feA.ia �wAr aa� W. S WW •••••• • •o••o•
•
. • ( fiOR1ZONTAI CROSS SECT1OlV FArWQ P. a He. 41323
• • • • : 0 0 • • A PTA LLC S -2104
• um.ZI PBmix 321 -690 -•1788
• • • • • • • • • • o i o • rme a•rtmu a �n ffiwe F= 321-690-1789 ,L o�
• o
SEE NOTE 4 ON SHE 4 444 9 4 5 7 1 T15 21 4 34 1 6 5 6 3 2 9 44 14 7 RROD=RBVIM SHE 4 es � a�eFlai� .
3
4 g=No o
SEE WE ON SHE. 4 31 E2L� 3 1 rnvidoo �
1.75' MIk
PANEL 1HIL 3
/.
/ i0 JO SHt 4
E KIM s �l/ \ SEE Nods 1 1 1 4 arorr s .
ON SHT. 4 / \ . ON SK 4 SEE DEDII 5 / \ ON SFfl 4 x
SEE DETAE. 5
0.75` ON SHEET 5 ON SHEET 5 3 0.75' SEE GIAZW
MrAM SHEET H AL CROSS N [�HORI ,II TAL CROSS SECTION 7
4�TA1 51D HI B PR0D=REVMW F, �
in $P�tagafh9mFkri�
AeraAS;x� ••
NOTES sou SS
1. SPACM FOR MN 126 1W 110 x 1' PFH SCA MS ATTACIn THE ASTRAGAL TO THE Wf E DOOR IS 5 19 4 3i 0!`S fIT K 4
. 3 3 &dead cool
AS FOrtONS. I - gym �orro►L'ti1 1.0E 25, 40; 5.5'. fie, fur 0 260'. ar m
2 S IT
AM FOR EM 1 23 THE 18 x 1 1/2 PNASf2M IS AS FOLLOWS: SEE QAZM
TDP de rlennts FfnRN70MAt!Y. cxrtF PAS 10' IN FROM EACH CORNER 3 4 DETAI.S, SHEET 7
"Mr 290', 39.39.0; 510 & 6.L' O`- �. .
x
SPAC9f0 FOR t»0113t TfR.16GA x 3/4" 1�ID NA6. AiTACIi D9 WAKTEf IT�/IWT TO THE .
ifflt 1 THE }8E0L 1E. t" BRAd T!T&l NA2 ATDiCNI(G:THE MULUOtt MID 1HE WALION 8AR �Ii IS AS. '
FOELDK- TOP B11tftJM ft OerTALrr (tW tII �/g rx W t.25' IM FR* EAdf ClrrtNER WW ' \ x125' 6 �
. • GLASS T18G
LIJON 125` FRW EACft END dt Spi WE
OW R 6ma
�. N1NE1I4ATT Tilti STRIfE PLATE iD TFi6dA1� AND BUCK USE REM 125, A 18 x 2 1 12' PFH WOW W \ INTERIOR
11�A'�ITT CACHBNG jpjI PLATE TO�TRE 4V AND SIOELIM JAMB AT THE MULLNIN USE REM 124, A 18 x 2'
PIN \
IWMO�000 \\
�.''SPA!M FOR RW1ZS MFIE 18 x 2 xd /2' PMOM SOM ATfAf,M}91G THE AM RMHER AT THE MIllL10Ff,
�.IS AS FOlM- 619 FROM FACH M!' WV WRH (4) MORE SWIMS EMALLY SPACM ON RE FIST$ r SEE ZIE2
6. THE stpaw PANEL is SECURED INTO THE SDEIJTE JW W/ REM 1 29 SILCM CAULK ON THEE WES AND
0,00 ,flt Ume `ABED Weft 11 SID TRIM NA6S x J /4' LONE " `` \ ANTE s FOR
a f S 17o a SECTION ^ o
7.• "M4UTAC 9PTW MNGE TO THE A 41RICK USE REM 127, A 110x 2' PFH SCREW. IMI#N ATTACHING A E ��
0 . a i TO 7Hf, 0J00 MULLION S9>fYRE� THE USE BEM 114, A 110 x 1 314" PFH WOOD SCREW. '; ON SHT. 4 c "
8. SPACING FOR ITS 4S TAE 16 z t.i� MMW MM Ism MUM. i. SEE DETAR 5 9 -11-01
i SRFFRA F"IHE TAP N4�11[��1r: 025 180625:
=10", 47 .M" k 62625' �' • ON SHEET 5 p gp V.S.
. LMMBM lE UP & WTTOAL RN tEFi: ONE (1) SCREW AT 4.4075' ? ' ° 0M" wx cx� ays JNU
�• Fu TE �� � � EQInVALENr PERrOR cHARACTERLSRCS cAN BE (Z(b� � S. sAFFELL
PON OF o FOR THE PROJECT OF INSTALIATKNN t a
1s: W REM 151 *MR 9NSMAt1 W 6WT0►WOM TE AT HEAD & JAMBS. USE M 125 WHEN INSTALLING OHO � IUAM Fle,fds P. E� 4=3 PM LEC, tx+� 204
t516 Ca.m1 I CO
...1 5 U REM 116.WHEM BNSI C0 1E/MASONRY SUBSTRATE AT S IRE =1 d l 321-60-17M
FM !Tom Fw M-M -1799 - �L a-.
r
ras• wax aw MWE wM r1L25• M OA MW armrlt ----{ rxontrcrRSV
� . 2
'M no SHT.
>_
>Y
SE THIS SHT4 45" ]YP 9` TYf! 1 comot
9• Typ 3 IYf? B TYP
Tm s" Typ 3` TYP.� ' 31 SEE MM
r TYP
ON THIS SHT.
7.=' 8• M. f fit I l f 1 7,375• — — — "
y
S S � TYf:
TYP. TYP. 31, 5 — SEE NOTE 5
ON SFUT 4 !d
• • +�. f3e3 ° "' SEE IMAIL 6
f3 SEE am 5 y . ON TTlS SIX* � —
01.25" ON Tlr1.S SHE.
d�
ti
FRATi� �
H7 ff Q
z >t 31•
3Y 38.825`
f s
38.825"
Ty p ¢scwnp7 .g
NO
1 t.
3• TYp. -l4 �--� 3 TYR BY
t2f$• 3• TYP �• ..: 7• Tw.
le W
i c
• • • • Y OM TF� SHT � �� .
• • •
• • • • I
• L f6 5
• •
0 0090
• • • • • • SEE MOTE 10 \
• 1 • i • • i 14 SEE NOTE / ON SHEET 4
7 SHEET 4 `
• •.� • • • e c •�
, • 41 \ ` t 1 COLWTERSW FOR TON AN(2rOR5
• - 5.50• I I 550' ! I DA s I SEE MOTE AMWW 41 1 4 SHEET 4 ((`t�d7 cm en SWELL r � �/ aeataw mm • •• • •••••� llpWo P.G Np NSlJ • •S ... 15 6 Ce�B �r�1. C76 �• Er S— 04
DATE • ASfR O S,11M PLATE 1MOS TO JNI� de O�IR saw PLATES TO ASTRAGAL. S1R80 AW moo► �araa FPS 321-690-17M sir ov
wie aRme.r a nn sus F•ma 321— N11 — }7�
lOr AM OA FRWE WM
SEE DET AIL 2
ON SHEET 5
4.5* PfP - - 7 1114" TOP. ON SHEET 5
3' lYP 4
13.41 rm.
[ �p. rp.
3.7
V
F p� np.
e np.
WlL
OA
6 If,
.� 310
3' iYA -4
* 1-7
F JaR-VLSW
mw -
FICA"
3
0 GOMOYUM W&do
�
rtp.
7.
Sir NME"B',--
ON SHEET 4
SEE WA S—
ON SHEET 5
SEE DETAIL 3
M . 1
ME
OM YMW MM ANCHOR LWAT96
VUED FROM NOW
Aaw
•
6 If,
.� 310
37.75' MAX OA
FRW YAM
-- L
8'
6' Typ. FT
SEE. DEML
MAX ON SHEEP 5
OA
FMWE M T .
HECHT
. JIL. Y .
g
SEE DEPT 4
7.375' ON SHEET 5
3' iYA -4
* 1-7
F JaR-VLSW
mw -
FICA"
3
0 GOMOYUM W&do
�
7.
SEE DETAIL 3
ON SHEET 5
ME
OM YMW MM ANCHOR LWAT96
VUED FROM NOW
•
37.75' MAX OA
FRW YAM
-- L
8'
6' Typ. FT
SEE. DEML
MAX ON SHEEP 5
OA
FMWE M T .
HECHT
. JIL. Y .
g
SEE DEPT 4
7.375' ON SHEET 5
NOW W.
P A M W Ww
ft 413M
I — N.T.S.
$--2104
-0- (w -8
F JaR-VLSW
mw -
FICA"
0 GOMOYUM W&do
SOME DWR %M 50= MCHM
F M
ROM WTEWR
NOW W.
P A M W Ww
ft 413M
I — N.T.S.
$--2104
-0- (w -8
c4�
1 50 30 3 >m
A41�d adePm uet(bNml
D�Sion
a12r M@1,
7EMP. BASS
i
r
INTERIOR 0.50
GLASS
SEE NOTE 2'
ON SLIT. 4.
EkTER10R 0.50` MIN: a 125" TEMP. t1,2 e AR
CLAMS, OM f
OM UTE FRAME SOME PAYE CLASS Im CLASS SPACE
1 /a' loom GLASS �
SPAR7ECH g`
POLYGON PP5530 C13 &
® a125' TEMP. ��
0.50 M' x zr GLASS
OR I GLASS WrOWT AV
Sim swm
SEE wx 11
1 ON SK. 4
EXTERIOR .
0:125' 780. r /2 GLASS
GLASS Li1Pl04' .
• • • i.0 d6FL 0.75 AN SPACE
• • � 's •` ''• GLAS5
PRODUCratEMW
• • • • a125 TtOH? 4a tximoyivgwah am Ftmt&
• s • • • • s • • • .75' x 5O' NUCEP7 MASS s mift ice — rto - L
• INTERIOR SOL SPACER
• • • • • • GLASS By in ...
• • • • • • • • • • • • B11E Mlm�n s4ePno xtCormot
• • • - 1Kvieun
••••• • O kma
4 e
• ON SHE 4
••••• •• • •••• r LgFi 9 -fl-Ot
• • • • • • • • OEWL 3 y ' ALTS
ANC '
• • • • • UK FRA11E an an ,AVAI
• • • • ft GLASS tra l� cm sus 5. SAFM
• • • • • • • • • • • • • 4L X5007 Eeb s AttaF«N owmm �
• • • • FWri43 P. E. ft 41321
• • • s • = • • • • Q 1me PJptr• J2t�W ilk S -2104
• • • • • • • • .o„u•.a a no a F= 321 -M-1789 $
1.87 t.B7` 1.87 ��$7' 4.5825' PROD=IMVMM
1 _ 279• >.� wmami
r i
1.00 1.042 rgsgoxk
Iz
a75
.L /.� / 0.50• raoao�s
O
DO 0
(O s m O DOOR t DOOR stag LATCH sinF TOP aaa nay
}2 13 FAR imm PONDEROSA 7 11 2 3 — f L pff wow M 4 44 POPMEM P8
0.513` �1A}3" (-- ��-•- a125'
r 1.845 • -{ 053 a r! s ' t
I f S4 t 54 1.58
.. 0.53 ifir
a t0 COMP „ # WFATFI 45 47 • M • PO u, r,
O-M ODs 65D POLYPROP. �
MO x 3.0' LONG
7.50' -••� �
rr 1 • klw 087` • 0375 $
A48 0375
ass'
—� 0.s2 Q - .i/8' ors k it.. .
f. O LO�IY''
ASS WS T� 0.3125• t.z O
214 f.01
Ok x 9' LONG BOt75; f.QN.TQP, f QBOTIOM 4097 7
Lo
S TINT 52 t1 1AB r = iP HB+IGE'
S .
T z ACtlMN/ff 125 SJ155SW / ' O (B�fOlBij O4` X 4" x OA97 TiRf StEEal
• • • • 1 7.875' 1 7�.ocrvcr wuhstx . .
Y
• • • • • • • • r Aca r^mcca No W 15 05
•
DA VARIES MR as — T -- T E
• • • • • • • • i • i R4RDW USED � L--- 4.041`
•
••••e• •• •• •• • ��
• % / /�� Q'
.; "fXfRIIQED - er aLUA IM
•ee•• • • •••• • ,700•
• � � o� 9-11 -01
•ee•• •• •e• / / ///
• • • ICES.
••e•• / // om m
• cox. fm S. SAFFELL
DRAM MA
i • • • • • • • • i 15 FUR J09QED PONDEROSA PW we�awa�� s P1 3dt-�� -17788 5-2104
• • • • • • ronc o.ur�e..t tae" "a aowe I= 321- 888-t7� * c►J
•
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 136002 Permit Number: WS -12 -09 -2096
Scheduled Inspection Date: February 22, 2010 Permit Type: Windows /Shutters
Inspector: Bruhn, Norman
Inspection Type: Final
Owner: GIUDICE, MICHAEL DEL Work Classification: Door Replacement
Job Address: 189 NW 105 Street
Miami Shores, FL 33150- Phone Number
Parcel Number 112136008009
Project: <NONE>
Contractor: J&G CARPENTRY INC Phone: (561)333 -5042
Building Department Comments
CHANGE OUT DOOR NO ZIZE CHANGE
Inspector Comments
Pass%
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 19, 2010 For Inspections please call: (305)762 -4949 Page 16 of 18