RC-19-602t�► 02.
CI"A- /.4croYi,^�
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
r �„ `,,, a
lYlSLrllJl (IJ��
Issue Date:04/26/2019
Location Address Parcel Number
1245 NE 93RD ST, Miami Shores, FL 33138 1132050270070
Contacts
Permit No.: RC-03-19-602
Permit Type: Building (Residential)
Work Classification: Alteration
Permit Status: Approved
Expiration: 10/23/2019
MARK HUNTER Owner DVG BUILDERS INC Contractor
DANIEL GARCIA
Other: 9176048328 2930 SW 115 AVE, MIAMI, FL 33165
Business: 3055067308
Description: REMOVE AND REPLACE KITCHEN CABINETS. valuation: $ 6,000.00 Inspection 305-Requests:
REMOVE EXISTING DOOR AND REPLACE WITH NEW IMPACT
RESISTANT METAL DOOR (ROUGH OPENING TO REMAIN AS IS) Total Sq Feet: 50.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$2.70
DCA Fee
$2.00
Education Surcharge
$1.20
Permit Fee
$130.00
Scanning Fee
$9.00
Technology Fee
$4.50
Total:
$203.00
Payments
Date Paid Amt Paid
Total Fees
$203.00
Check# 1004
04/26/2019 $153.00
Credit Card
03/20/2019 $50.00
Amount Due:
$0.00
Building Department Copy
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 c nstruction oning. Futhermore, I authorize the above named contractor to do the work stated.
_ . /
Signaty(e: Owner / Applicant / Contractor / Agent
Date
April 26, 2019 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
UILDING ❑ ELECTRIC ❑ ROOFING
RECEIVED
MAR 2 0 '2919
Co
FBC 20 F:F
Master Permit No. '�2(_" ()3- f G — CQ D Z
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 12- 45 Ne 95rol :5+re eA'
City: Miami Shores County: Miami Dade zip: 33138
Folio/Parcel#: )1— 3205 OZ--7 - 00 -7 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): M QY' k Dcw i d t4t.Lv&-e ' Phone#: cl 17- fit%
Address: V1-45 N6 93Y-d StYQ¢+
City:* lul. OLVv . S 11 OYES State: FL zip: 3313s
Tenant/Lessee Name: Phone#:
Email: i'Yl Ir1,u k--e_r 6v, V!'}"'F I dl �y a rs • C�1 S aY i ' hu vrt�r� WO-haD - Corn
CONTRACTOR: Company Name: 'J V (, Phone#: 5 S o 7 36B
Address: 1 1 S j)-y-e_
City: M o r , , State: Zip: 331 !o.5
Qualifier Name:DQ rn"e-t /(f�CLr'141 Phone#:.305-50(6-Z3d$
C
State Certification or Registration #: Lm (!, I'51 Q A 3 7 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ , n hD Square/Linear Footage of Work: �b
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: Ar-rno ye- IV' Q p d'o cri boligro k- _+Che Cam. nea45
►�' Qmrr4 � �x [4 nG de)vr E �rr�ltior- w � fl etJ mFxa c Ye � iSfiGt n-� til e�al c�c,o,�
Specify color of color thru tile:
Submittal Fee $ _ Permit Fee $ _ �_ CCF $ - . 0 CO/CC $
Scanning Fee $ _ Radon Fee $
Technology Fee $ -S G Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
DBPR $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zi
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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recordednotice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building perrh(* issued. in the absen uch posted notice, the
inspection will not be approved and a reinspection fee will be charged. .`
Signature Tk�A Z�AA2
OWNER or AGENT
The foregoing instrument was acknowledged before me this
.�dayof ty)&r - -- 20 11 by
�1 3k 14 1C� A7At^�-fwho is personally known to
me or who has produced
identification and who did take an oath.
J�Johnson-Sardelia
OrnrniOM GG 122491
Expims o7/24=i
###ssssss#####ss#s#ssss####s
APPROVED BY
(Revised02/24/2014)
CONTRACTOR
The f egoi instrument was acknowledged before me this
day of 20 �'1 by
o is oersonaliv know to
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
J
Print:
?- �e fflorida
21
Seal: ":��a ' ' NationNotary
s ores Jan ssn.
7
G Plans Examiner Zoning
Structural Review Clerk
PERMIT ADDRESS: 1245 NE 93RD ST
Miami Shores, FL 33138
PARCEL: 1132050270070
APPLICATION DATE: 03/20/2019 SQUARE FEET: 50.00 DESCRIPTION: REMOVE AND REPLACE KITCHEN CABINETS. REM(
EXPIRATION DATE: 09/16/2019 VALUATION: $6,000.00 EXISTING DOORAND REPLACE WITH NEW IMPACT
RESISTANT METAL DOOR (ROUGH OPENING TO
REMAIN AS IS)
CONTACTS NAME COMPANY ADDRESS
Contractor DANIEL GARCIA DVG BUILDERS INC 2930 SW 115 AVE
MIAMI, FL 33165
Owner MARK HUNTER
MARK HUNTER 1245 NE 93 ST
MIAMI SHORES, FL 33138
REVIEW ITEM STATUS REVIEWER
Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov
Review item used to allow building to comment during a plan review
Comments: Pending electrical approval .
Electrical v.1
Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV
Comments: 4/4/19
Shown in Plans the existing Kitchen receptacles and circuit #
Shown at the Floor Plan the existing SD
Plumbing v.1
Approved Maykel Massanet email: pl@msvfl.gov
April 15, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1
A
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898 East Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach; FL33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization: 28578. 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, int.
Contours Steel. Door; Wood Edge
24 Ga, Opaque Door- & Glazed Sidelites
up -to 12'A" x.6;-W`
O.utswix : g/lin swing
for
Florida Product Approval
Report No.. 3321
Current Florida Building Code
Method!
Category:
•
Sub --= Category:
Product_:
• • • •
MA1t�Cl$YY
Frod'uct Dimensions;.
1-- A, (Certification)
Exterior Doors
Swinging Exterior Door Assemblies
.o/rtQursSteel Door; Wood Edge .
24 Ga. Opaque Door & Glazed Sidelites
Up lo' I2. " x 6' 8"ts Ouwing/lnswirag
Steel/Wood
(Maximufn)
• . • : Prepared Eor:
JELD=WEN, inc.
3737 Lakeport Blvd.
Kla.ntath Falls, OR. 97601
Prepared by:.
Hermes E: Norm), P.E.
Florida Professional Engineer # 73778
pate. M M01.4
'otttlulrr//,��
es
0
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Contents: '.ff
Evaluation Report Pages 1-4
Digitally -signed by HermesF. Norero, P.E_ Hermes F. Norero, P.E.
Reason: I am approving this document Florida No. 73778
Date: 2015.01.071.5:14:14-05'00'
BUILDING DROPS
.R/.
6A\\, A Perfect Solution in Every -Drop
Certificate of Authorization: 29578
Manufacturer: 1ELD-WEN, Inc.
Product Category: Exterior Doors
Date: 11/11/2014
Report No: 3321
Product Sub -Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (J)(a)
Product Name: Contours:Steel Door, Wood. Edge 24 Ga.. Dpaque.Door.& Glazed Sidelites
Up -to 12'-0" x 6t-e outswing/Inswing
149" X81.875" (Maximum)
Scope: This is a Product Evaluation Report issued by- Hermes P. Norero;. P.E.. (EL # 73778)-for JELO-WEN Inc.
based on Method 1a of -the State of Plorida Product Approval, Florida Department of Business and
Professional. Regulation - Florida Builtiing;Commission".
Hermes F. Norero, P,E. does not have.norwili acquire financial interest in the company
manufacturing.or distributing the product or -in any:other entity involved in the approval process of
the product named herein.
This product has been evaluated for.use in locations adhering"to the current Florida Building Code.
See Installation instructions 1W032012FL,.signed .an'd sealed by Hermes F. Norero, P.E. (FL # 73778)
for -specific use. parameters. ....
Limits of Use: • • • • •
1. This product, has been evaluated: and; is in cam pliance- with the cur rIefitl-lorida Building Code,00
• •
includin the "High Vefocity Hurricane Zone' (HVH4: •
...... .... .....
2. Product anchors shall be as listed and spaced as shown on detaiis. for empedment into• : • • •
substrate material shall be: beyond will dressingor stucca. • • • • • : • •
3. When used In areas requiring Wind.bornesiebris protection this ptadget complies with •
Section 1609,1.2 of -the current Florida. Bulfding:Code and does nd'V".Aiiire an impact "' •"
resistant covering. 1 ' ' •
4. Non-Im.pact.sidelites do require an impact resistant covering; when used in area] rf-pulring • • • • •
wind borne debris protection to.compiy with -Section 1609.1.2 of the current Florida Building
Code. 1
5.. Site:conditions tl at.deviatelfro:m the details .of drawing JW032017FL require further
engineedhg-analysis by a-kensed engineer or registered architect;.
6. See Installation ihstruct'iahs JW032012FLfi0.r size and design pressure'lImitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING ��U���U��!
�����K~��Un�n�� �r����Q-��
APerfect Solution inEvery DrP�
certific6teof^mthm/zadnh! 29578
Installation; 1. Approved anchor types and substrates areas follows:
Data: 11/11/2014
Report No: 3321
Through Frame Installation;
m� bst #1�\��o6��r�v�txo Installation onchorsof
A. Fortv«�by/�x\�vv�mdb _ sV r�1e use ,.e
sufficient length tozchievi.2am-irlimumembedment. of 1.50f' into. the woodsubstrate.
BL For concrete orn)anonry whpnaone6«(jX);non'strurturaiwood bucking iu
employed, use3/16"6tameter'DW'Tapoontypeconcrete screw anchors of sufficient
length to Achieve mhniffiurnaMbecirnerlt of115"intia otweto- or Masonry,
C. For cohtrete.Or Whe.teWdad bNQT employed, use3/16"
diameter [TmTmp�ootypo- conCteta utMeWontUursiqfsufficient length toachieve
minimum. en)bedmAehtof1-2S"into&onCretoornn�jsopry,
Refer bztostaU�3tiori.for aAubor and mpreJetoUoofthe
installation requirements-.,
Design Pressure,
cep ires that product meets this re�quiremi�pt, product sh8ll.ble used when
° 1-1 height is1.0.
°
Hermes F.Nonero P.E.
Florida No. 7]77Q
Page 4of4
BUILDING DROPS
' Date: 1-1/11/2014
A- Perfect Solution in 6-very Drop Report No: 3321
Certifitate of Authorization: 29578
Quality Assurance: The manufacturer has- demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing.under a quality assurance program audited
by -an approved quality.:assurance entity through National Accreditation &
Management Institute; Inc. (F13C-Organization #QUA1789).
-Performance Standards: The product described herein has been -tested per:
TAS 201-94
• TAS 202-94
• TA$ 203-94
Referenced, Data:
1. Product. Testing perfot.med by'NAtlonal Certified Testing .Laboratory, Inc.
(FBC.Organ iption # TST1589).
Report-M NCTL-2-103801-2,, Report Date: 02/04/2012
Report:#.Nt;TL:110=119$7j1, Report Date:'0.4./06/2009.
2. Quolfty. Assurante
NatianahAccretti. 0tonand :Management Institute
'(FBC.Organizat'ton M. QVA1789)
3. Materiol Certifi'catioli • • • •
Miarrli=Dade. RER p'rvduct,Contrgl Section IVOA. • • • •
•
Eastman Chemieal COMpany 5aflex:Cigar and Coldr Gldss lnte0.axe. •
. . . .
'
......
4; Material Certification. .. .. ....
'
......
Miami -Dade RER Prbduct_Control Section'.NOA ...... ....
.....
ODL Series "HP Polypropylene" ViihitolViaterial CowVwent Aepr6ual
• • %• • •
.. 0000 • • • •
..
.
. . ....
0000
• • • . • •
.
......
Hermes F'. Norero, P.E.
Florida No. 73778
Page 3 of 4
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NOTE: 37 112" MAX. a a
1 2 3 4 5 / � i SHIM FOR SUPPQw*AT OR NEAR • • • 74" MAX OA FRAME O A FRAME
EACH ANCHOR IS REIQUIRED • • • • • • I� 3" TYP. i : 3" TYP. -� I 4�--3" TYP. ci
�� % • • • • • • • • • • • I I I
I• • • • • • • • • (j C7 C- - - v _ 4
.1 • • ••• • ••• •• 1 I �.
j 149" MAX. O.A. FRAME 3 Z f 11 T g
�-3" TYP: 3" TXP. t, I ` I EL ;r
_1. 7
6
z z ,l 1 i• . • �. . . I• . I H j
•• • I � •
3- •• •( • i • • • •�U. 111 1^-ti
Ci
z l{ rr } �/
t_D7
XGotL x " I C' I O D7
F-4 I
}= 6-0 X 6-8 OUTSWING/INSWING 3-0 X 5-8 OUTSWING/INSWING
coI I = vANCHOR LOCATIONS 18 ANCHOR LOCATIONS
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME)
12-0 X 6-8OUTSWING/INSWING I 3• 6p TYP:
(50) ANCHOR LOCATIONS. ry �r Typ
(FROM EDGE,OF FRAME) 75 MAXFRAME CL I 1
3" TYP. 3" -
"� n ✓
a TYP, �
112 a/2" MAX FRAME ;,> >. � T
-»-{ 1+3" TYP_ 3" TYP.—I I+ d U
_ aV z.C7 1 I c0
_Cil
o I A� � ,0
rn w. w
A7 I I PANEL I CENTtIt DETAIL A7'
w —}^
a LL 4 5 (8) ANCHOR LOCATIONS AT MULL
ANEL,CENTER'� ¢ X g• g"
fY Q X I O •+ 4 1, � -7p. TYP.^
cn � � I� 1
J a ti I 1 3' TYP. r"•
co 7
6-0 X 6-8 OUTSWING/INSWING i
L� (25) ANCHOR LOCATIONS
9-0 X 6-8 OUTSWINGANSWING (FROM EDGE OF FRAM
(38) ANCHOR
IONS
�--.� (FROM EDGE OF FRLOCAAME) �`�,`,��5
2- #6 X 3" PFH �.` Q- ,•• •• , .�`,p ��� I I
\ 2- #8 X 3" PFH _ -- SCREW FROM I
SCREW FROM ASTRAGAL KIT t
_ 7
0
, o ASTRAGAL KIT I - • 1- BOTTOM ASTRAGAL _ .STRIKE PLATE R4
1- TOP ASTRAGAL rDETAIL B7
STRIKE PLATE 1- BOTTOM SHOOT -'398 ev k CVO �- 8 (10) ANCHOR LOCATIONS
DETAIL C7-C7 DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 DA•611 ?f F �4b`Q3 ATASTRAGAL
OUTWING OR INSWING OUTWING ONLY INSWING ONLY FBPE L; Al 1,1111 �1Q 29578
CONCRETE/
1" MIN. 1"MIN.
1* MIN. VMIN.
VMIN. 1',MIN.
MASONRY
1•
1 1/4'
— 1' MIN.
Q
— 1' MIN. _�
BY OTHERS TYP.
1
MIN. 1' MIN.
EMS.
MI/K 1•MIN.
EMBED
VMIN.
$ $ 3 RqF! I11
t7.
'' .$
'.+' :: •, `•J• . §
•....
t 1/4• MIN.
"• .,
EMBED .iri• p•y++:
:.. 2
:.•
,
2 " .:, , :
wNc 9
CONCR 1
MASONRYL
t
MIN.
.. • •
v •, ' •
MASONRY
BY OTHERS
BYOTHERS-F .� / j
EMBED �Ol
••'. r:,
II
1 MAX INTERIOR
1M/ '/�'�
Imo- 1' MIN 1" MIN -'I.
SHIM
MAX.
SHIM
INSWING'OPERATING UNIT
VERTICALCROSS�SECTION
EXTlaji]OR
SHIM
FXTIAroR R
SILL
SEENOTEA/
ON SHEET INSWING OPERATING UNIT
SEE NOTE07
SEENOTE#T
ON SHEET 1
SEE.NOTE 47 KMRXA
VERTICAL CROSS SECTION
ON SHEET 1
RIpR
ON SHEET 1�
OPTIONAL 1" BUCK
INS WING OPERATING UNIT
VERTICAL CROSS.SECTION
INSWING STATIONARYUNIT \
GROSS SECTION
HEAD JAJWS
CONCRETE/ —•1
3 1
CONCRETE/VERTICAL
MASONRY `
BY Opts \
HEAD JAMB
11/4• MIN. 5
EMBED
1" MIN --1
TUG STATIONARYUNIT
7CAL GROSS SECTP14
7XED SID/=LITE SILL
1 1/4" MtN,
EMBED
1'.MIN. v'
INTERIOR
I $
1" MIN.
1" MINQ ., •"f •
.
EXTERIOR
SEEITEMJ7
1" MIN.
ON ,SHEET 1
�.I,•_•
111' MAX.
SHIM
1 1(4`
MIN. EMBED
INSWING OPERATING UNIT
HORIZONTAL CROSS SECTION
OPTIONAL I" BUCK'
1" MIN. ..ON 1' "N•
1 i • •$ .
i ! • 1/4f MA1C L • , _1 1" MIN.
• • • E♦{I1,1 • �•
1. MAX 1 IA' MIN. 1"MIN. .
1 1M MIN. I SHUA EMBED. \�\
EMBED. III ---
INSWING HINGE JAMB AT FRAME INSWING LATCN JAMB AT -FRAME '� '
HORIZONTAL CROSS SECTION • • • • • • • • • • • NO A QSS SECTION t/4' MAX
SHIM
NOTES: • • • • • • • • • t
IDOPTIONALLY, ANCHOR CAN BE PLACED IN NARAOWISECTION OPHEAD OR JAMBlS LONG AS MINIMUIII CONCRMVMASONRY 1 ire 'IN.
EMBEDMENT IS ACHIEVED- • • • • • • • • • • • • • BY OTHERS EMBED
• ••• • •
�I7EM A. (010 X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL
3>AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD JAMB OR SIDEJAMB
SEENOTES?
ON SHEET 1
BE (E
ALL
2 L
7
•• •• • • • •• •• •
• • ••• • • • •••
V MIN.
110 MIN.
EMS.
1/4•
MAX.
SHIM.
SEE NOTE•#7
EXTERIDR
ON SHEET I
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• • • •
yam• • • • I • •
02
• •
`lt/2•Mitd•• • ••• 2
EMS.
1
1/8• • • • N1gX. • •
•• • • S}� ••• ••
•
INTERIOR SEE NOTE. #? EXTEROR INTERIOR
ON SHEET 1
INIT INSWING STATiONARY'UNIT
TfON VERTICAL CROSS SECTION
HEAD JAMS HEAQ JAMB
NOTE#7
'HEET 1
ILo
INTERIOR
STATIONARY UNIT
HORIZONTAL CROSS SECTION
INSWING SHOWN
3
2p1• MIN.
L
EXTERIOR
1
1` MIN.
1�\�
T—
SEE NOTE97
I
4 1 ON SHEET 1
LA
1/4' MAX.
SHIM
1 in" MIN
EMBED.
INSWING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION
SEE NOTE #7
ON SHEET 1
EXTERIOR INTERIOR
EXTERIOR KITRIOR.
1 4
1 4 4
11n• MIN.
2
1 1n" MIN.
EMBED.
EMBED.
1" MIN
1*MIN
2
1"MIN
INSWING OPERATING UNIT
INSWING STATIONARY UNIT
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
SILL
BOXED SIDELITE SILL
NOTES:
QFOR PLACEMENT OF 1T W TAPCON ANCHORS IN 2X BUCK OR
1X BUCK COJ40RETE/MASONRY OPENINGS, SEE SHEETB M
o pp p+
S 2�OPTIONALLY, ANCHOR CAN BE PLACED -IN NARROW SECTION o m $ m $.
�O. OF HEAO'OR JAMWAS LONG AS MINIMUM EMBEDMENT IS m
x ACHIEVED,
ITEM 118,.(#10 X 2") ONE SCREW BE INSTALLED IN EACH p
/ HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. d
DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR m . -
MAXIMUM SUPPORT,
ww
Bow
w a
INTERIOR W Z N
Q' J N
8 O
S-6� OR
_uf j z 3
t_❑m J"
4 1 2 V MIN. cq W X cPJ
0 IL N W
OIL
O O Z
O CL S 1" MIN. ��� 1;5 F. O'ItIii U N
i
�QO�G un:1120/2012
114" MAX. I _ 7 xxa NONE
SHIM_ * , * : 1 1l2" MIN. w-mG,LUBBECKE
EMBED. LEA EAR oRev S.SAFFELL
INS WING HINGE JAMB AT FRAME 398 'BEACfi %4338 WAWW a
HORIZONTAL CROSS SECTION 0 04 3W032012FL
FBPECERi![ORA1NO. 29578 wm 5 OF 7
1' MIN. t" MIN.
1" MIN. -
1' MIN.
CONCRETE!
MASONRY
1 1µ'
-
V MIN.
1
1" MIN.
BY OTHERS TYP.
MIN
ll"MIN*
1
1
EMS.
l-
MIN. 1' MIN.
1' MIN
I
5
R EXTERIOR
EMBED
�•
•i' �' n 5
::• .,
1!4" MIN.
EMBEDCONCR
$
• 3
EY`
CMASONRYL
•
BY OTHERS
MIN.
.. e
BY OTHERS %/ f %f
EMBED
t- T MIN 1' MIN
MAX.
%% 1
*l�+
%�/•� /,
114' ff3
MAX
OUT3WING
OPERAT71j�i UNIT
MAX.
SHIM
p
�H
VERITCAL CROSS SECTION
SEE
SHIM
'N FOR
KMFUOR
SILL
ON
OUTSWING OPERATING UNfT
SHEET
SHEET 1 VERTICAL CROSS SECTION
SEENOTE87
ON SHTEET1
SEE NOTE 07
OPTIONAL 1" BUCK
ON SHEET 1
OUTSW MG OPERATING UNIT
VERTICAL CROSS-SECTION
HEAD JAMB
Ili
ONSKEET I INTERIOR EXTERIOR
.CONCRETEI MASONRY 3 1
OUTSWING-STATIONARY UNIT
VERTICAL CROSS SECTfON \ \ BY'OTHERB
HgAD JAM8 1.1K' MIN. \ `\ �'
5
EMBED /� • %%/
r • 4 :�. �' 1" MIN. 5
1"MIN � 1`MINQ s• �`,
r.
WING STATIONARY UNIT
27ICAL CROSS-SECTION
COXED SIOELIIH SILL 1" M ��\ \—SEE ITEA11I7
1• M LN. I I ON SHEET 1
• •, • ' —1 t—" SHIM
11µ"
MIN. EMBED
OUTSWING OPERATING UNIT
HO OMAL CROSS SECTION
1114• MIN. OPTIONAL 1" BUCK
EMBED
1• MIN. � �' ..
I" MIN. _ N.
1' MIN. \ ` `• • • • • • ` ,•, •' . I' MIN,
•
I
- v.
Ee NCT'fi/F7 • A'
7" MOJ. ON SHEEP 1 • • • • •(�'I ; •'
• • • • • • •
'
MIN.
•
L_ •1140AAft • • .'
'•'I�har
1, MI
\�
_1
• • • SNRA
tµ'MAX:
b
11µ"MIN.
1114, MIN. I SHBABEp,
I"MIN,
'
EMBED. III"^""
+ I
OUTSWINGHINGEoATFRAME � T HJAMf8ATFRAIW
• • ��GG''kk
'�
I MAX
HORIZONTAL CROSS SECTION • • • • • • • HO AL QSSSECTION
III---114"
SHIM
NOTES: • • • • • • • • •
4
OPTIONALLY. ANCHOR CAN BE PLACED IN NARROWEECTWN OIAHEAD OR JAMB AS LONG AN MINIM U►s► CONCRETEIMASONRY
1 1l2" MIN.
EMBEDMENT IS ACHIEVED. • • • • • • • • • • •
BY OTHERS
EMBED
• ••• • • •
•
TO
ITEM X8. (#10 X ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST WEATHERSTRIP.
r"
OPTIONAL MASONRYICONCRETE
INSTALL
CROSS SECTION OF HEAD JAMS OR SIDE JAMB
)AT SILL. PLACE ANCHOR IN SILL BASE MATERIAL 60R MAXIMUM SUPPORT.
• • • • • • • • • •
• • • • • • • • • • • •
• • ••• • • • •••
SEE NOTE 97
ON SHEET 1
1" MIN.
1'
1 1(2" MIN.
EMS
-T�
1(4"
MAX..
SHIM
SEE NOTE #7
INTERIOR
ON SHEET 1
HEAD JAMB
t(r tlax
I+ . rSEE NOTE 07
F=,-z 1 ON SHEET 1
1N
STATIONARYUNIT EXTERIOR
HORIZONTAL CROSS SECTION
OUTSWING SHOWN
ZI]1' MIN.
1" MIN. \ \\�
4
IP14• MAX.
1 1(2' MIN. SHIM
EMBED.
OUTSWING LATCH JAMB AT LATCH JAMB AT FAME
HORIZONTAL CROSS SECTION
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
4 1 'li • 1" MINO
•
• 1" MIN,
4
2
•
••
•
2
••'�t/2"M�IH•�•
1
• •
• i •
1/6" •
• • t,, • •
•
•
••
• • SYIM • •
•••
•
EXTERIOR
SEE NOTE#7
INTERIOR
EXTERIOR
ON SHEET 1
NG UNIT
OWING STATIONARY UNITSTATIONARY UNIT
ECTION
VERTICAL CROSS SECTION
HEAD JAMS
1 Ire IN.
EMBED.
INTERIOR _I I EXTERIOR
1" MIN
1" MIN
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL
NOTES:
CDFOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
1X BUCK CONCRETEIMASONRY OPENINGS, SEE SHEET4
8.
CAN BE PLACED IN NARROW SECTION
�OF HERO OR -JAMB
OF HEAD ORJAMB AS LONG AS -MINIMUM EMBEDMENT IS
/
X
ACHIEVED,
8
g�> ITEM #6, (#10 X 2') ONE SCREW TO BE INSTALLED IN EACH
4X /
HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
HINGEDET L
4 ATSILL, PLACE.ANCHOR IN SILL BASE MATERIAL FOR
�MAXIMUMAUPPORT.
3 REQ'D
EXTERIORY
l 7 I.1 j J B 3
Y
1. IN.
INTERIOR
T71"
MIN.
SEE NOTE #7
ON SHEET 1
{
1(4" MAX.
SHIM-
r_�
I 112" MIN.
EMBED.
OWING HINGE JAMB AT FRAME
JAMB AT FRAME
HORIZONTAL CROSS SECTION
MAX.•4 UNITS
EXAMPLE: OXXO, OXO, OX
APPLY DAP ALEX PLUS SILICONE
6-#B X 2"
OR EQUIV. BETWEEN
PFH SCREW AT
JAMBS BEFORE MULLING
EACH MULLION TYP.
r---201/4"MAX
13
2
f
B2
B2
FIXED
ACTIVE
Q
ODL IMPACT (ALLEN) FULL LITE ODL LIP-LITE•NON-IMPACT jio�
-9 "3-0 X 6.8 SHOWN 3-0 X B-B SHOWN m�ca
ODL REDISEAL 5/B" MIN. 17/B' INTERIOR 1!B' TEMPERED
FOAM GASKET GLASS 6RE 8 12 SIDE GLASS ((D J Lu Z
118` TEMPERED I IDE W pj
GLASS T
1• MAIL 1 3l4` 1 13J4' �il MAX
� A'
1! a7 �
0.50j' AIRSPACE 3l4` AIRSPACE p .d 5
(2)1/8"ANNEALED 1/2` MSN. GLASS O
GLASS ODL REDISEAL SITE w 8 a?
y
FOAM GASKET Ili Iz 13/8' N W X
�
• • • • • • • • . •
CU-D SPACER
Z?
• • • • • • • •
0.09D PVS DETAIL B2 DETAIL C2
• • • • • • • • •
IBY SOL'YER ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING DETAIL � o o
BY 30LUTIA
• • • i • to i • •
MAX. D.L.O: 20 1/2" X 621/2" MAX.. D.L.O- 63" (aw3 r
It,, U
F. O :r a
1/20/2012
• • • •
mT•
• • • • • • DET•AIL•A2
(12) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
*Q,. N�" QLUBBEOCE
�v6i *mar. SSAFFELL
amwm �
�e D *� B 3W032012FL
zee rc 4irma atrtIKn. 29573 Ow 2 or 7
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. ... . . . . 0 %
]ELD-WEN DOOR
INSTALLATION DETAILS • • • • • • • •
CONTOURS STEEL DOOR, WOOD.EDGP.:' • • • • • •• • •
24 GA. OPAQUE DOOR & GLAZED SIDdX.rES • • • • • • •
UP TO 12'-0" X V-8" ' • • • • • •• • • • ••• • •• •
• •
OUTSWING/INSVVING GENERAL NOTES
1. THIS PRODUCT IS DESIGNED. TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL
CODE (I.RC.) AND THE CURRENT FLORIOASUILDING CQQES jFBCj�P D� T RA BEEN T TO TAS201.94. TAS 202.51A
TA5203.94. PRODUCTALSOMEETS'HIGHVELOCII4RI "-` , E MM
2.1X AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHdRED =RDA Ei:LY V T.MFErtOADS V0 THE STRUCTURE. BUCK MATERIAL
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER • • • • • • • • •
3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETT. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNrr'FRAME. ANCHOR EMBEDMENT To BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS
FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFERTO JELD-WEN
DOCUMENT #J11106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELo WEN WEBSITE:
JELD-WEN;COWPRODUCT-SUPPORTIPOCUMOnWNSTALI AT10N-1NSTRUCTIONS
WLORIDAAPPROVED IMPACT RESL4TANCESHUTTERSARE REQUIRED ON NON -IMPACT
GLASSSIDEUTES---
% FOR DESIGN PRESSURE RATINGS; SEE TABLE 1, 37 1= MAX
SHEET 1; FRAME TYP.
T. ALL FASTENERS IN WOOD SHALL
BE COUNTERSUNK3KV DEEP.
EXAMPLE:
-I
W
B. ARE DESIGNDES/GN_ EXP D POLYSTYRENE WITH
1.13 TO 1.25 LEIS DENSITY, BY JEUX-WEN INC.
m
Z
M'
LL
h 3
S. FACESHEEM 24 GA (0.021-'MIN).THKXNES¢. . (
GALVANIZEDSTEEL WITH AVERAGE MINIMUM YIELD `2 0 w
STRENGTH FY(AVE)-Q300 PSL
U,
7
IMPACT LITE NON -IMPACT LITE
SEE SHT. #2 SEE SHT, #2
371/2" MAX OA
FRAME
ry�
ANT 1 a
$�w 7rTYP.
1 �
L f L FIXED
OPAQUE FULL LITE
3-0 X M ELEVATION
SINGLE (X) & (0)
9" WAX. FRAME
MAX. FRAME--{
12-0 X 6-8 ELEVATI ON
DOUBLE DOOR W PULL,3-O SIDELITES (OXXO)
6-0 X 6-8 ELEVATION
DOUBLE (OX)
HVHZ APPROVED XYSTEM&W, X. 00, XO or OX, OXO, 000, OXX arXXO, OXXO. 000 WI BOXED SIDEUTE5
SIZE
OUAUFIE& DPAQUE.ACTNE PANELS AND IMPACTINON•IMPACT GLASS'SIDEUTEB rF5
MAX PANEL WIDTH - 3S
04 TALL SYSTEMS:
(Xx)(Uro)(OXXO)
(XJ(aX0)
OUTBWINQ
N°G.
+
+ 6
INSWING
POSITIVE
60
+ 6
NEGATIVE
COMPONENT LIST
ITEM I
DESCRIPTION
MATERIAL
QTY.
1 1
NON -COMPRESSION SHIM 0.25"'MAX.THK.
WOOD
AS RED.
2
2x WOOD SUB BUCK N.G. MUST BE 0.55 OR GREATER) I
WOOD I
AS RED.
3 1
1x WOOD SUB BUCK S.G. MUST BE 0.55 OR GREATER
WOOD I
AS REO.
4 1910
WOOD INSTALLAT)ON SCREW W11 1/2" MIN. EMBEDMENT
STEEL I
AS RED.
5
3/46" ITW TAPCONANCHOR W/ 1 1W MIN. EMBEDMENT
I STEEL I
AS REQ.
6
1 #10 X Y PHILLIPS FLATHEAD WOOD SCREW
I STEEL
130116
T
1 #8 X T PHILLIPS FLATHEAD WOOD SCREW
I STEEL
AS REQ.
8
#9 X 1" PHILLIPS FLATHEAD WOOD SCREW
i STEEL
21 OR 28
9
1' OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY COL
ALUMINU
1
10
KWIKSET LOCK SERIES 400
STEEL
1
'11
KWIKSET DEADSOLT SERIES 780
STEEL
1
12
1" OVERALL PLASTIC FRAME NON IMPACT GLAZING IG BY OD
PVC
1
13
98 X 1 1/2"PHILLIPS-FLATHEAD WOOD SCREW '
STEEL
AS REQ,
OVERHANG
F'-----'I
LENGTH
* NOTEI PRODUCT HAS NOT SEENRATED FOR `
WATER; INFILTRATION. IF AUTHORTIY HAVING
I:--{
JURISDICTION REQUIRES THAT PRODUCT MEETS
THIS REQUIREMENT PRODUCT SHALL BE USED
WHEN INSTALLED.AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERRANG (OH) RATIO =
52
OH LENGTH + OH HEIGHT IS 11.0
R
OVERHANO
RATIO
s
r--75" MAX. FRAME --I I' , 112 1/2" MAX FRAME—1 I--74" MAX, FRAME----i
A ICJ.
11
°
YFn MEfI % NE FIXED
6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION
DOUBLE (XO) TRIPLE (OXO)
6-0 X 6-8 ELEVATIC
DOUBLE (XX)
ACTIVE ..
Ny
I N
.�S F. O'f,�i�
0�:
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.01.0715:24:33-05'00'
'6mv�i
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LU 0 y �
tn. w X
Ma
200
W
Z
{ U O O O
N
-n: 1/20/2012
m. G.LUBSECKE
o:M S.SAFFELL
3W032012FL
1RT 1 - 7
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-WEN Doors Certification No.: NI011062.01-R1
3737 Lakeport Drive Certification Date: 04/17/2012
Klamath Falls, OR 97601 Expiration Date: 04/30/2020
Revision Date: 10/27/2014
Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact
Rated Glazed Sidelites (w/wood frame unless specified)
Specification: 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. NAKI's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Design
Missile
Test Report Number
Configuration
or
or
Maximum
Pressure
Impact
Drawing Number &
Outswin
Opaque
Size
Pos/Neg
Rated
Comments
XX
I/S
Opaque
67' x 6' 10"
+60/60 psf
Yes
802
NCTL-nel Size: 3'0" 6'8"
Max Panel Size: 3'0" x 6'8"
Double
Installation Details: AV-32012FL
ualifies Configurations: XX
XX
O/S
Opaque
612" x 6'9"
+60/60 psf
Yes
802
NCTL-gel Size: 61"
Max Panel Sizc: 3'0" x 6'8"
Double
Installation Details: JW-32012FL
Configurations: XX
OXXO
I/S
Door -Opaque
12'5" x 6'10"
+60/60 psf
Door -Yes
-Qualifies
NCTL-110-11987-1/FL 1802
Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3"
Double w/Sidelites
Sidelite-Glazed
Sidelite-No
Glazing: IG-1/8" Tempered
Installation Details: JW-32012FL
Qualifies Confiuratioas: )MX.XO/OXX/OXXO
OXXO
O/S
Door -Opaque
12'5" x 6'9"
+60/60 psf
Door -Yes
NCTL-110-11987-i/FL 1802
Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3"
Double w/Sidelites
Sidelite-Glazed
Sidelite-No
Glazing: IG- 1/8" Tempered
Installation Details: JW-32012FL
Qualifies Configurations: XX/XXO/OXX/OXxO
OXXO
I/S
Door -Opaque
12'5"
60/60 psf
Door -Yes
NCTL-110-1198TI/FL 1802
Max Panel Size: 3'0" x 6'8"/Daylight Opening: IT" x 5'3"
Double w/Sidelites
Sldelite�Iaaed
Sidelite-Yes
Giazinx: jr,_ Laminate-1/8" Annealed Glass/.090" Solutia PVB lnterlayer/1/8"
• . :
•
. . •
lamialed Class/1/8" Tempered Glass
• • • • •
• • •
Installation Details: JW-32012FL
• • • •
• •
ualifies Confi rations: X?i/XXO/OX.X/OXXO
OXXO
O/S
Door -Opaque
12'5" 46'9"+60/60
60/60 psf
Door -Yes
NCTL-110-11987-1/FL I802
Max Panel Size: 3'0" x 6'8"/Daylight Opening: 1'9" x 5'3"
Double w/Sidelites
SidElit lazed
• .
Sidelite-Yes
Glazing:IG-Laminate-1/8"AnnealedGlass;.090"SolutiaPVBintarlayer/1/8"
• •
Annealed Glass/1/8" Tempered Glass
•
Installation Details: JW-32012FL
•••: •
• • • • •
Qualifies Confi tiratioas: XX/XXO/OXa/OXXO
nw_ -i tr-_,_ ./u.. rrA 72n•/7
National Accreditation & Management institute, inc./47y4 George wasmugton ivlemoria.i niguvvay1r1ayca
. ... .Tel:.(80Q 684-5124/Fax: (804) 684-5122
.: NAIVII:ALrrH0RIZED- SIGNATURE: — — --
. . -.. . . ...
.. .. . .. . .. .. �?IkQDUCT CERTIFICATION
Company:
JELD-WEN Doors
Certification No.:
NIO11062-RI
.'. 3= Lakiporf Drive
Certification Date:
04/17/2012
'.
-' I:lamath:'alA;+R 97601
Expiration Date:
04/30/2020
'.' '.'
... '-' ... 6.
Re-vision Date:
10/27/2014
Product:
24 Ga, Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact
•- - -
.
- -. - ated•Glaaad. Sidelites (w/wood frame unless specified)
R- . .
'
Spetcificitf'Wi 2'AAS 261447202-94/203-94
The "Notice of Product Certification" is only valid if the NAIVII Certification Label has been applied to the product as described witbin 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.
NA111.1's Certified Product Listing at-www.Namicertification.com. NANU's Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Design
Missile
Test Report Number
Configuration
or
or
Maximum
Pressure
Impact
Drawing Number &
Outsrvin
Opaque
Size
Pos/Neg
Rated
Comments
X
I/S
Opaque
3'2" x 6' 10"
+65/65 psf
Yes
NCTL-210-3801-2/FL 1802
Max Panel Size: 3'0" x 6'8"
Single
installation Details: JW-32012FL
Qualifies Configurations; X
X
O/S
Opaque
3'2" x 6'9"
+65/65 psf
Yes
NCTL-210-3801-21FL 1802
Max Panel Size: 3'0- x 6's"
Single
Installation Details: JW-32012FL
Qualifies Configurations: X
OXO
I/S
Door -Opaque
9'5" x 6'10"
+65/65 psf
Door -Yes
NCTL-210-3801-171. 1802
Single w/Sidelites
Sidelite-Glazed
Sidelite-No
Max Panel Size: 3'0" x 6'8"/Daylight Opening: IT" x 5'3"
Glazing: rG-1/8" Tempered
Installation Details: AV-32012FL
ualifies Configurations: O/X/OX/XO/OXO
OXO
O/S
Door -Opaque
9'5" x 6'9"
+65/65 psf
Door -Yes
NCTL-210-3301-Vr•L 1802
Single w/Sidelites
g
Sidelite-Glazed
Sidelite-No
x b'8- 118" Te Opening: 1'9" x 5'3"
MaxPanel Size: Glazing:
Glazing: IG- i!8" Tempered
Installation Details: SW-32012FL
Qualifies Configurations: O1X/OX/XO/OX0
OXO
I/S
Door -Opaque
915" x 6110"
+65165 psf
Door -Yes
NCTL-210-3801-2/FL 1802
Single w/Sidelites
Sidelite-Glazed
Sidelite-Yes
Max Panel te-1/ 3'0" x age6'8d Daylight 0" S ink 1'9" x S3" ,
Glazing: IG-Laminate-l/8" Annealed Glass/.090" Solutia PVB lnterlayec 1/8"
Annealed Glass/1/8" Tempered Glass
Installation Details: JW-32012FL
Qualifies Configurations: OtXOXIXOiOXO
OXO
0/S
Door -Opaque
9'5" x 6'9"
+65/65 psf
Door -Yes
NCTL-210-3801-2/FL 1902
Single w/Sidelites
g
Sidelite-Glazed
Sidelite-Yes
Max Panel Size: 3'0" x sled Gaylii.0 Opening: 1'9" x s'3'
Glazing: IG- Laminate-1/8"Annealed Glass; 090" Solutia PVB Interlayeri lib"
Annealed Glass/l/8" Tempered Glass
Installation Details: 3W-32012FL
ualifies Confi urations: OiX/OX/XO/OXO
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Wgriwavlttay VA �-' JV/-1
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Certification Agency Certificate
FL14569 R9 C CAC NI0110gZ-R1 Certificate.Odf
Quality Assurance Contract Expiration Date
08/31/2019
Installation Instructions
FL14569 R9 II S-2104 Instaliation.PAf-
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PFR 9S.pr�f
Created by Independent Third Party: Yes
14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 R9 C CAC N1011096-R1-Ni011096.01-
Approved for use outside HVHZ: Yes Q lity ca Assurance
Impact Resistant: Yes Quality Assurance Contract Expiration Date
019
Design Pressure: N/A Installation
Installation Instructions
Other: FL14569 R9 II S-2108-01.Odf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER3832.D_d
Created by Independent Third Party: Yes
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ords request, do not send
Linder Florida law, ,mall addresses are public recerdIf or bWtradiHon traditional want
your
If you haveanyquestionsdress , pie se contin responseact B`SO.487.o a 1395 *Pursuant to Section 455 275(11),
mall to this entity. Instead, contact the office by phoney
an
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ease
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®�
a}y._
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Date Submitted 10/02/2017
f Date Validated 10/03/2017
Date Pending FBC Approval
Date Approved 10/11/2017
;ummary of Products
FL # Model, Number or Name Description
14569.1 Contours Steel, Wood Edge Full Ute Door, Outswing, 6'-0" x 6'-8" =
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-60
Other: Product must be installed per manufacturer
Instructions as stated on drawing IWO509-03
14569.2 1 Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-65
Other:
14569.3
Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
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Other:
••••••
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Contours Steel, Wood Edge
• • • • • • •
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14569.'e •
::so*
wows
Use
Limits of U
•••••
••
•
Apprariad"for use in HVHZ: Yes
•...
• •
•
AppteVetlMr use outside HVHZ: Yes
••••••
•• ••
Impaj9"stant:Yes
•
• •
Design l rpsure: N/A
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other:* •
••••••
••••
• •
Certification Agency Certificate
FL14569 R9 C CAC NI006255-117 Certificate.pdf
Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
FL14569 R9 II JW0509-03 Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER3392.Ddf
Created by Independent Third Party: Yes
Full Lite Door, Inswing, 6'-0" x 6'-8"
Certification Agency Certificate
FL14569 R9 C CAC NIQ06255 02-R3 Certificate.pdf
Quality Assurance Contract Expiration Date
06/30/2019
Installation Instructions
FL14569 R9 II JW0509-04 Installation adf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
F114569 R9 AE PER3393 pdf
Created by Independent Third Party: Yes
Full Lite Door, Outswing, 6'-0" x 8'-0"
Certification Agency Certificate
FL14569 R9 C CAC NI006254-115 Certificate pdf
Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
FL14569 R9 II 3WO509-01 SS 2015-07-02.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER3391.adf
Created by Independent Third Party: Yes
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non -
Impact Rated Glazed Sidelites, 12'-0" x 6'-8"
Certification Agency Certificate
FL14569 R9 C CAC NIOI1062 NI011062 01 Certificate.odf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL14569 R9 II 3WO32012FL Installation.pdf
Verifled By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER3321 Rif
Created by Independent Third Party: Yes
14569.5
Contours Steel, Wood Edge
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non -
Impact Rated Glazed Sidelites, 8'-4" x 8'-0"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL14569 R9 C CAC NI011061-R1 Certificate.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2020
Design Pressure: +45/-45
Installation Instructions
Other:
FL14569 R9 II 3W072012FL Instailation.adf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER3322.pd�
Created by Independent Third Party: Yes
14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-B"
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ProductApproval
USER:Public User
qppr
Product Approval Menu > Product or Applkation Search > g&plicatlon list > Application Detail FU
FL #
FL14569-R9
Application Type
Revision
Code Version'
2017
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature
Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative
JELD-WEN Corporate Customer Service
Address/Phone/Email
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
ease
Address/Phone/Email
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Category
Exterior Doors ; • ;
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Subcategory
Swinging Exterior Door Assemblies • • • • • •
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sees
•eseee
Compliance Method
so:**:
Certification Mark or Listing
e•ee
s••s•
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sees
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Certification Agency
National Accreditation & Managemenr: Lrl 44e
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; • • • • ;
Validated By
National Accreditation & Management ktsomse
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so****
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ease
aa••sa
ease:*
Referenced Standard and Year (of Standard)
Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
I
Certified By
Florida Licensed Professional Engineer or Architect
FL14569 R9 Eguiv ASTM E84 Equivalency Letter
SS 2017-08-31.Wg
Product Approval Method Method 1 Option A
REPLACE KITCHEN CABINET TO
PROJECT INFORMATION
1245 NORTH EAST 93rd STREET
MIAMI SHORES, FLORIDA 93138
MARL D HUNTER
WLIO:
II-3205-021-0010
LEGAL DESCRIPTION
BAY LURE PIS 44-63 LOT 6 LE55 ULY75FT BLK 14UI25FT OF LOT 7 LOT
SIZE 15000 x 151 OR IBIS2-1099 09 1995 1 COO 21751-3431 09 7003 4
P/JILDINO CODES:
2011 FLORIDA SUILDNG CODE. SIXTH EDITION
NFPA LFE SAFETY CODE, 20D ED
FLORIDA FIRE PREVENTION CODE, 5M EDITION
JJRISDICTON.
MIAMI SHORES
MIAMI-DACE COUNTY
STATE OF FLORIDA
BUILDING INFORMATION: CODE PROVISION:
I. EXISTING BUILDING USE: SINGLE-FAMILY RESIDENTIAL
2. PRIMARY ZONE: SINGLE FAMILY
3. PRIMARY LAID USE: RESIDENTIAL
4. WIT AREA: 2,991 a[Mfl.
5. UNITS/BED5/15ATH5: 3 / 2 / 0
SCOR OF UNORK:
i. REMOVE REPLACE THE EXISTING BOTTCM KITCHEN CABINETS,/ NEW
2. REMOVE I REPLACE THE EXISTING EXTERIOR DOOR IN GARAGE, SEE
FLOOR PLAN
_ •sue• i-- --° -
C LOCATION MAP: • • •
--% ...... F,
1 01 1 I'I?OJ�cf INFORMATION
HUNTER's RESIDENCE
1245 NORTH EAST 93rd STREET
MIAMI SHORES, FLORIDA 33138
GENERAL NOTES:
I. PERMITS CONTRACTOR SHALL CONTAIN IN THEIR BID AS WELL AS SECURE
ALL NECESSARY BUILDING PER11ITS, NOT LIMITED, ROOFING, PLIUMBING,
ELECTRICAL, MECHANICAL. OCCUPANCY AND OTHER PERMITS, AT HIS
EXPENSE, 50 THAT THE OWNER CAN OBTAIN HIS/HER CERTIFICATE OF
OCCUPANCY
2. QUALIFICATION CF CONTRACTOR, THE GENERAL CONTRACTOR AND ALL
SUB -CONTRACTORS SHALL BE LICENSED BY THE STATE OF FLORIDA, AS
WELL AS THE COUNTY AND BE INSURED TO MEET THE REQUIREMENTS IN THE
MIAMI-DADE CO14TY
3. OWNER SHALL HAVE THE RGHT OF APPROVAL OR REJECTION OF ALL
5U5CONTRACTOR5 PRIOR TO SIGNING THE CONTRACT, GENERAL
CON TRACPPTOR 544ALL SUBMIT A LIST OF ALL PROPOSED SUBCONTRACTORS
AND SUPPLIERS TO THE OWNER FOR THIS PURPOSE
4. EXI5TM CONDITIONS CONTRACTOR BY AND THROUGH SUBMISSION OF HIS
BID, AGREES TWAT HE SHALL BE HELD RESPONSIBLE FOR HAVING
STUDIO DEN
EXAMINED THE SITE, THE PROPOSED PLAIDS, THE LOCATION OF ALL
PROP05ED WORK AND FOR HAVING SATISFIED HIMSELF FROM HIS OWN
LIVING
PERSONAL KNOWLEDGE AND EXPERIENCE OR PROFESSIONAL ADVICE AS
THE CHARACTER AND LOCATION OF THE SITE, THE NATURE OF EXISTING
ROOM
CONDITIONS, THE LOCATION OF EXISTING UTILITIES AND ANY OTHER
CONDITIONS 5URRCUNORG .AND AFFECTING THE WOW, ANY OBSTRUCTIONS,
AND ALL OTHER PHYSICAL CHARACTERISTICS OF THE SITE. IN ORDER
THAT HE MAY INCLUDE IN HIS PRICE ALL COSTS PERTAINING TO THE WOW
AND THEREBY PROVIDE FOR THE SATISFACTORY COMPLETION OF ANY
OBJECTS OR OBSTRUCTION WHICH MAY BE ENCOUNTERED IN DOING THE
PROPOSED WOW
'
5. ALL MEASUREMENTS AND DIMENSIONS MUST BE VERIFIED BY THE
CONTRACTOR IN THE FIELD, THE DIMENSIONS SHOWN ARE AS ACCURATE AS
STORAGE
THE BASE BUILDING DOCUMENTS PERMIT. ANY DISCREPANCIES MUST BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY PRIOR TO
THE COMMENCEMENT OF WOW DO NOT SCALE DRAWINGS -USE DIMENSIONS
ONLY. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL, IF
DPffri41ONS ARE NOT DESIGNATED ON THE PLANS, AT 15 THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THEM WITH THE
ARCHITECT
7'-1'
6. COMPLY AT ALL TIMES WITH REQUIREMENTS OF THE FLORIDA BUILDING
CODE. LIFE AND SAFETY CODE (NFPA. 100,, AND ALL LOCAL CODES AND
ORDINANCES
7. SNIOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FOUR (4) HARD COPIES
CAD EXI57
GF 4LL REQUIRED SHOP DRAWINGS CALLED FOR ON THE DRAWINGS OR
REQUIRED BY BUILDING OFFICIALS TO THE ARCHITECT IN SUFFICIENT TIME
KITCHEN
TO BE REVIEWED 4 PROCESSED 50 AS TO CAUSE NO TIME DELAY IN THE
TR CON5JCTION SEQUENCE
1
B. PROTECTION THE CONTRACTOR SHALL PROTECT ADJACENT PARTS OF
DINNING
EXISTING Bf/ILOING5 FROM DAMAGE DURING ALL PHASES CP
OK70
9 P
OOOKTO
ROOM
CON5TRICTION, AND BE LIABLE FOR SAME
I
9. IyDRa-IALSHIP: ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE NEW
AID ALL IWPoOIANSHIP SHALL BE FIRST CLASS FOLLOWING THE
1
MAIFACTUIRER'5 SPECIFICATIONS ALONG WITH THE BEST TRADE
PRACTICES 4 STANDARDS
10. ALL WOW TO BE GUARANTEED AGAINST POOR WI:XdPMANSNIP AND
DEFECTS
N
IL THE GENERAL CONTRACTOR 514ALL FUW15H ALL LABOR, MATERIALS AND
EQUIPMENT (UNLESS OTHERWISE NOTED) REQUIRED FOR THE COMPLETION
OF THE JOB IN ACCORDANCE WITH THESE DRAWINGS.
12. CLEAN UP ALL RUBBISH, REFUSE, SCRAP MATERIALS AND DEBRIS CAUSED
BY THIS PROJECT AT THE END 6 EACH DAY AND INSURE THAT THE SITE
OF WORK SHALL PRESENT A NEAT ORDERLY AND IWRKMANI- KE
APPEARANCE.
BREAKFAST
ROOM
13. GENERAL CONTRACTOR SHALL PRESENT THE JOB TO THE OWNER FOR
ACCEPTANCE, CLEANED 4 READY FOR OCCUPANCY. ALL GLASS SHALL BE
POWDER
CLEANED AND POLISHED, FLOORS SWEPT BROOM CLEAN. CARPETS
ROOM
VACUUMED. FIXTURES WASHED AND ALL LABELS REMOVED
M. STORE MATERIALS IN A SAFE 4 APPROVED LOCATION. COMPLY WITH ALL
REGULATIONS GOVERNING THE NEIGHBORHOOD AS TO MINIMIZE
INTERRUPTIONS AND/ OR INTERFERENCE WITH ANY OF THE SURROUNDING
OPERATIONS.
36'xUl2'
B. ALL WOO INCONTACT WITH MASONRY SHALL BE PRESSURE TREATED.
EXTERIOR METAL DER
S ZONE 4
K. GO SHALL PRALINE A FINAL ' SURVEY WU FINISH FLOOR ELEVATIONS
.34.2 P9F, -45J PSF
FL' FL
PRIOR TO FINAL INSPECTION FROM ROMI THE THE ENGINEERING DEPARTMENT
Il. A BRO'WARD COUNTY DEPARTMENT OF ENVIROYENTAL PROTECTION PERMIT 15
REQUIRED PRIOR TO SIEMITTRG FOR BUILDING REVIEW
0. CONTRACTOR TO SGN EROSION 4 SEDIMENTATION CONTROL AGREEMENT' WTH
THE CITY OF HOLLYWOOD 4 IMPLEMENT A SEDIMENTATION 4 EROSION CONTROL
PLAN
FS ALL UTILITIES (TELEPHONE, CABLE, ELECTRICAL, GAS, WATER, a c.) MUST BE
INSTALLED UDERGROUC
6ARACE
REMOVE • REPLACE
80TTd'I KITCHEN
CABINETS ONLY
REMOVE • REPLACE
BOTTOM KITCHEN
CABINETS ONLY
� aee�T#
ami Sr)— -s
Villrge
A °>" `i n1, Fri ice----__
OYLDAII�'n�
' IT I0 cc'A Filf'rICE r
V/I H AI-L FEDERAL
rE
;UIp.TInNIS
RECEiv-()
MAR 2 0 1019
REMOVE EXISTING DOOR
REPLACE w/ NEW IMPACT
RESISTANT METAL DOOR
(ROUGH OPENING TO
REMAIN AS 15)
I WIND DE516N CRITERIA I
WIND ON DOORS 4 WINDOW5:
1. WIND DESIGN CRITERIA:
WIND OE516N CODE:
ASCE-l(IO)
METHOD: 2
WIND VELOCITY:
I15 MPH
BUILDING CATEGORY: 2
EXPOSURE CATEGORY:
'C'
ENCLOSED BUILDING:
IMPORTANCE FACTOR:
100
GCPi ..Oj5
MEAN ROOF HEIGHT:
12f1. max
Kd 025
(GABLE ROOF)
CORNER DISTANCE -a- • 3MFL
Z MW PRRCE SUMMARY:
COORS 4 •IDOWS (CIC)
Kd . 0,85 (PW)
9ULDN4
ELEMENT
ZON.E
)
7LTE
ZOTE
N-)
CA A96 RROQIB (D Kvu
CA" DOORS (42
•345
-19.9
(SEE NOTE 91
3. -
3.1 IN THE ABSENCE OF SPECIFIC INFORMATION REGARDING THE UANDOUG/00OR5 (AT
THE TIME OF PREPARATION OF THESE PLANS), WIND LOADS HAVE BEEN CALCULATED
BASED ON THE TRIBUTARY AREA USED FOR EACH TYPE AS INDICATED, PRODUCING
THE MAXIMUM POSSIBLE CALCULATED WIND PRESSUE/SUCTION (UNLESS OTHERWISE
PERMITTED - SEE WHO ITION 'B').
37 THE ABOVE LISTED WIND PRESSURE/5UCTION ASSUME THAT THE SPECIFIC DOOR/
WINDOW PRODUCT APPROVAL DOCUMENTS INDICATE THAT THE TESTED WIND
PRESSURE/ SUCTION CAPACITIES HAVE NOT BEEN INCREASED BY A FACTOR OF 1.33.
THE CALCULATED FRESSIRE/5JCTICN VALUES ASSUME Kd • 0B5
CCNDITION 'A'. IN THE EVENT THAT THE SPECIFIC DOORWMDOW PRODUCT APPROVAL
DOCUMENTS INDICATE THAT THE TESTED WIND PRESSURE/SUCTION CAPACITIES HAVE
BEEN INCREASED BY A FACTOR OF Q33. THE CALCULATED PRESSURE/SUCTION VALUES
SNOW IN THE
TABLE ABOVE SHALL BE MULTIPLIED BY 1,116 (TO ACCOUNT FOR Kd =
Lgv-)
CONDITION 'S': IN THE EVENT THAT THE OWNER/CONTRACTOR?MANUF, CAN SUBMIT DATA
IDENTIFYING THE TRIBUTARY AREA OF THE ELEMENT THAT CONTROLLED THE TESTED
CAPACITY OF THE DOOR/WINDOW. THE ENGINEER-CF-RECORD MAY ADJUST THE ABOVE
LOADS DESIGNED USING SAID TRIBUTARY AREA
11, ROOF
It ---IF IF: J
"ZONE4
ZONE 5ZQVE5CORERffR
RADE
POW ZO 1 S FOR YIALLS:
® %
104 LUMBING PLANS
r
Approved
Ad L
'Disapproved
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PATE: 05.17.19
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[02 1 - 103 1 GEN�RAl- NOTE5 I Oq I K11'CN�N & GARAGE PLAN (I"AI?11AI, FLOOR PLAN) 5CAL�:%'1 - 7
011
Certificate of Completion
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Building Inspection Department
Description: REPLACE KITCHEN CABINETS AND ONE DOOR
Permit Type Building (Residential) Bldg. Permit No. RC-03-19-602
Owner MARK D HUNTER Contractor DVG BUILDERS INC
Subdivision/Project Date Issued 06/05/2019
Construction Type V-B Occupancy Single Familv
Square Footage
Location
1245 NE 93RD ST
Miami Shores, FL 33138
Type
50.00 Flood Zone AE
If the building is located in a special flood hazard area documentation of the as -built lowest floor
elevation or lowest horizontal structural member has been provided and is retained in the records of
Miami Shores Village.
This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the
time of issuance this structure was in compliance with the various ordinances of the jurisdiction
regulating building construction or use.
Building Officials Approval
Not Transferable
POST IN A CONSPICUOUS PLACE
Ismael Naranjo, CBO
pc Miami Shores Village
Building Department
( 10050 NE L Ave
Miami Shores FL 33138
�ORIDP
0 I
INSPECTION REQUESTS (305)762-4949 or log on at hfps://bidg.msvfl.gov/energov_rrod/selfservice �' i1 '
Requests must be received by 3 30pm :t a
WORK IS ALLOWED. MONDAY THROUGH FRIDAY, 8 OOAM - 7-OOPM 1 62 f0667
SATURDAY 8:OOAM - E:OOPM. 61
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS'
BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED PLANSARE UF
READILY AVAILABLE IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK 15 ACCESSIBLE AND
EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR
EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TOALLOW INSPEC PION t
Owner's Name: MARK HUNTER Owner's Phone: (917)604-8328
Job Address: 1245 NE 93RD ST Total Square Peet: 50
Miami Shores, FL 33138 Total Job Valuation: $ 6,000.00
Contractor(s) Phone Address
DVG BUILDERS INC (305;506-7308 2930 SW 115 AVE, MIAMI, FL 33165
Description: REMOVE AND REPLACE KITCHEN CABINETS. REMOVE EXISTING DOOR AND REPLACE WITH NEW
IMPACT RESISTANT METAL DOOR .(ROUGH OPENING TO REMAIN AS IS)
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
Page 1 of 1
INSPECTION RECORD
INSPECTION DATE INSP
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Interior Framing ^`
Insulation
Ceiling Grid
Drywall
Firewall
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
In -Progress
Roof Installation
Roofing Final
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
DOCUMENTS
Soil Bearing Cert ff
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
WINDOWS:DOORS
INSPECTION
I D TE I INSP
Attachment
INSPECTION
WORKSPUBLIC
DATE INSP
Excavation
ELECTRICAL
INSPECTION
DATE INSP
Temporary Pole
30 Day Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Rough
Rough
Telephone Rough
Telephone Final
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fire Alarm Final
Service Work With
MIMI 5 Zl I
ELECTRICAL C MMENTS
INSPECTION DATE INSP
FMal Sprinkler
Final Alarm
INSPECTION
DATE
INSP
Rough
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
LP Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch Basins
Condensate Drains
HRS Final
PLUMBING COMMENTS
MECHANICAL
INSPECTION DATE INSP
Underground Pipe
Rough
Ventilation Rough
Hood Rough
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
MECHANICAL COMMENTS
�I