863 NE 92 St• -►
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical
Owner's Name (Fee Simple Titleholder)
Owner's Address ' �, 1`�. • C
City
\ �.� State C L .
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Village
County
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address `211 k u \ . Ot ,
Architect/Engineer's Name (if applicable)
S Value of Work For this Permit
Type of Work: ❑Addition EAlteration
Describe Work: t� L
Submittal Fee $
Scanning $ 3
Code Enforcement $
Total Fee Now Due $ . , 30
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
766
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $
Notary $ Training/Education Fee $
A/4
Plumbing Mechanical Roofing
Phone # ( c C \ — q4 \,D
Zip
Miami -Dade
❑New
E' Structural Plan Review. $
Phone #
Phone #
Master Permit No.
Square Footage Of Work:
Permit Nob C'
Zip
Phone #
Repair /Replace
Technology Fee $ at ca
Radon $ Zoning Bond $ '�
5/p
❑ Demolition
CCF $ � 60 CO /CC
JSi
Bonding Company's Name (if applicable) 411- ' •
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will proved and a
Owner or Agent
TI fore oing instrument was acknowledged before me thisa2Ne foreg
y of y ¥ .2,D by tci day of
who is personally known to me or who has produced
Sign:
Print:
APPLICATION APPROVED BY:
Chc 12/15/03
e charged.
As identification and who did take an oath.
, ^ Com issiO' # ,) 63.
�. oY, Expires: ov 200 "'
ed Thn
My Commission Expires:
Atlantic Bonding Co., inc
S OF Vg.`? pond
Signa
NOTARY PUBLIC:
Sign:
Print:
, 20
nown t
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Contractor
g instrument was acknowledged before me this7
rL
•
who is per
CJ"/,by eitS
y me or who has produced
as identifi • and who did t
`wxCll�i� ► : r � •
_.: Commission ftDD263836
• oz�o ".7; Expires: Nov 26, 2007
My Commissiois'Lkpire Bonding co., Inc
an oath.
********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
Florida Building Code Garage Door Windload Design Pressures
The positive and negative design windloads for the garage door opening(s), listed below
are derived from the Florida Building Code (American Society of Civil Engineers, ASCE
7 -98), Section 1626 for Components and Cladding ( Exposure C ), 140 MPH wind
velocity for Broward County, or 146 MPH wind velocity for Miami -Dade County.
Address: Gordon, Jack
863 NE 92 St.
Miami, Fl 33138 Miami -Dade
Garage Door Opening Size: 8' -0" x 7' -0"
Clopay Model No.: 84A or HDG
Mean Roof Height: Less than 15'
Measured Minimum Building Dimension: 12' -6"
Measurement of Nearest Garage Door Opening to Building Corner: 2' -2"
Positive Design Load: 41.3 psf
Negative Design Load: 45.3 psf a
Clopay Model: 84A
or
Clopay Model: HDG
or
Holmes Door Model: 48W7
The design Loads shown above are based upon the measurements listed above for
enclosed buildings and require that the garage doors installed meet section 1626 of the
2001 Florida Building Code for wind -bome debris in the High Velocity Hurricane Zones.
The related calculations do not address the jambs or supporting structural adequacy. The
Building Official is the final determiner of the suitability of the garage door connections
for the particular building or home at the designated location.
Gary Pfuehler, P. E.
5665 Green Oak Ct.
Fairfield, Ohio 45014
Florida P. E. License # 49850 ph: 513- 858 -1490
Approval No: 03- 0428.04
Approval No: 03- 0430.04
Approval No.: 03- 0114.01
June 24, 2004
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTJCE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Clopay Building .Products Co.
8585 Duke Blvd.
Mason, OH 45040
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 High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door 9'- 0" Wide.
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H
MODELS ", dated 11/19/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and
sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: 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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration
date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be
available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 01- 0427.01 consists of this page 1 as well as the approval document mentioned above.
The submitted documentation was reviewed by Candij JtiF. Font PE.
NOA No 03- 0430.04
Expiration Date: August 21. 2008
Approval Dale: June 5, 2003
Page 1
DOOR
HEIGHT
'L'
BRACKET PLACEMENTS
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FINSEIri7'
27
GA.
MIN.
EXTERIOR
SKIN
INSTALLER
MODEL
RETAIL
MODEL
HEIGHT
SECTIONS
OESCRLPTION
4
7'6' TO 8'9
•300.
4300 -
HDG,
66 '
27
GA.
MIN.
EXTERIOR
SKIN
SHORT RAISED PANEL
4400,
4400 '
N/A
24
GA.
MIN.
EXTERIOR
SKIN;
SHORT RAISED PANEL
4401,
14401 '
N/A
•
24
GA.
KIN.
EXTERIOR
SKIN.
FLUSH PANEL
4301.
H301 '
68
27
GA.
MITI.
EXTERIOR
SKIN.
FLUSH PANEL
4310,
H310 •
6001,
67
27
GA.
MIN.
EXTERIOR
SKIN:
WIDE RAISED PANEL
DOOR
NUMBER OF
HEIGHT
SECTIONS
6'0" TO 7'0'
4
7'6' TO 8'9
5
9'0' TO 10'6'
6
10'9' TO 12'0'
7
CLOPAY MODELS 4300, 4301, 4310, 4400. 4401, HDG HDGL
CLOPAY MODELS H400, H401, H300, H301, H310 (UP TO 12'0" HIGH)'
HOLMES MODELS 66" 67: 68.
REINFORCEMENT PLATES ATTACHED TO 0006 SKIN
WITH PATENTED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE)
(2) INTERMEDIATE REINFORCEMENT PLATES PER
SECTION ATTACHED WITH TOG -L -LOC SYSTEM •
(NOT VISIBLE FROM OUTSIDE)
MAX. DOOR WIDTH = 9 -0'
)INSIDE "1 NATION
LOCATION OF •
OPTIONAL VENTS
MAXIMUM VENT OPENING: 60 IN'
TABLE 1
• SECTIONS ARE EITHER 18 OR 21' H1GH
TRACK CONFIGURATION •
2' GALV. STEEL TRACK, •
TRACK THICKNESS: .060"
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2. -
5/8' MIN. ENGAGEMENT
(OPPOSITE SIDES -
OF 0006)
(SEE LOCK OPTIONS)
13 GA GALV. STEEL FLAG BRACKET.
EACH FASTENED TO w000 JAMB WITH
(3) 5 /16'81 -5/e" WOOD LAG SCREW.. •
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL •
TRACK. ONE
LOCK ON •
EACH SIDE
OF 000R.
INSIDE 5110E 6011
LOCK OPTION
HORIZONTAL TRACK SUPPORT 8Y
DOOR INSTALLER (TO SUIT)
TY 2- 1/2"x12 GA. CALV. STEEL TRACK BRACKET. ). „)
( 6) TRACK BRACKETS PER 510E (UP 70 112' J
REINFORCEMENT PLATES
ATTACHED TO DOOR SKIN
WITH PATENTED TOG -L -LOC
i' -HL- -41 IJ- N. ' n:
AX. DOOR WIDTH = 9' 0'
1745106 F1 EVATION
LOCATION OF
OPTIONAL VENTS
&MAXIMUM VENT OPENING: 60 IN'
(NOT VISIBLE FROM OUTSIDE)
(2) INTERMEDIATE REINFORCEMENT PLATES
PER SECTION. ATTACHED W,' TOG -1 -LOC
SYSTEM (NOT VISIBLE FROM OUTSIDE) W
- yA
'EE ENO 04"GE
2r6 WOOD JAMB
p
12 GA. GALV, STEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/16 -5/8' .I =0
WOOD LAG SCREW PER BRACKET.
2' GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE'
1 /4•x5/8 83LT & NUT QR
Two 1/4' RIVETS. '
JAMB r011FIT'1URATION
PREPARATION OF JA96 RYj2?
SEE INTER HINGE
DEE.&
MO POINT LOCKING
INTO TRACK PER
5 FBC 3603.2.
5/6 NIN. ENGAGEMENT
(OPPOSITE SIDES
0 DOOR)
(2EE LOCH OPTIONS)
672510E
FA60LE
LOCK BAR
ENGAGES
TRACK ON
•UTSIDF KFYFD IOCK EACH SIDE
E.OFK RA6 I OCKING • OF DOOR.
•
OUTSIDE
KEYED
HANDLE 4
y
, 12164 SUPPORTING STRUCTURAL. ELEMENTS SHALL JBE DESIGNED '
BY A REGISTERED PROFE551014AL ENGINEER FOR SHALL, LOAD5
' SHOWN ON IRIS DRAWING.
27 GA MIN. EXTERIOR STEEL SKIN
RAWING QUALITY) WITH G-40 MIN? GALV.. dA
BAKED -0N POLYESTER PAINTED TOP
COAT APPLED TO BOTH SIDES •
OF STEEL SKIN.
• •• • LC: Florin;
(2 tip
N
1 � �!/ � �_�._.
ruDoci CU10r0
ING BY DOOR -
T 0 SUIT)
R. -
16 GA MIN. GALV. STEEL CENTER HINGE
FASTENED TO INSIDE SKIN W (4
EACH #14•5/8' 5HEE1 MET SCREWS -
DESIGN ENGINEER:
MARK W. W251680IELD
FLORIDA REGISTRATION No. 48490
MECHANICAL ENGINEERING
® C lopay
Building Products
Company
TONGUE AND GROOVE JOINTS.
1a GA, FNO HINGE
CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE 8160
MASON, 041 •5040
(513) 770 -4800
z
3
7-41
.W —
,
SILICONE FILLED CHANNEL SEPARATES '
r FRONT AND BACK SKIN OF 0006
THICK 1.95' THICK, 1# DENSITY
EXPANDED POLYSTYRENE
FOAM INSULATION LAMINATED
(SUPPUED BY FACLON MANUFACURING)
TO BOTH EXIEROIR AND INTERIOR SKINS.
*04.4 MA XI M 6'(4 R NIN
. 20 a M.= . 21S0. a1. 4
1701. UM. ,. 4-40 2..•13
4 /7003 4w " vont um2. 1.1/01. 17 u or 4114
12 GA. GALV. STEEL TOP '
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4) •
$14x5/8' SHEET METAL
SCREWS.
1(17106 A -A
14 GA GALV. STEEL END
HINGE. EACH FASTENED TO
END STILES W /(4) #14x5/8'
SHEET METAL SCREWS AND
(4) 1/4'x3/4' SELF .
TAPPING SCREWS
` 3' TALL x 20 GA. GALV. •
STEEL U -BAR. TWO PER
DOOR SECTION. ATTACHED '
WITH (6) 1 /4'x3 /4 SELF
TAPPING SCREWS PER U - BAR,
(2) ON EACH END & (2)
AT CENTER HINGE LOCATION. •
27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY)
L): WITH 5 -40 MIN. GALV., BAKED -09 PRIMER AND
A BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
13 GA GALV. STEEL BOTTOM BRACKET. •
ATTACHE() WITH (2) #1445/8” SHEET METAL SCREWS.
ALUMINUM EXTRUSION ,
& VINYL WEATHERSTRIP.
(4) #144/8' SHEET METAL SCREWS ✓
(4) 1 /4'x3 /4' SELF TAPPING SCREWS "
18 GA INTERMEDIATE HINGE
• - 14 GA. INTER. HINGES
USED ON 24 GA. EXTERIOR
SKIN DOOR MODELS
THE
2o6 VERTICAL W000 JAMBS ARE TO BE GRADE 2
OR BETTER YELLOW PINE. 140 LOAD I5 TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS '
05 BAR EX1 ENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE 1/4'r1-3/ EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM
AND 16' 0.C.. QB WITH 3 /8'x•' (1 -3 /a' EMBED) . _
RAWL 101( /BOLT ANCHOR STARTING AT NO MORE THAN 8
FROM BOTTOM AND 7" O.C.
DESIGN LOADS: +48.0 PSF de - 60.0 PSF.
PLOT 1442
Y " . 11/79/96
o•ww n. MWV.
cocoon Dv.
...Km 9'011' • 12'0'H
11 •40G /HDGL 66/66, 4300/01,
•310 /67/140GL 4400/01. H NODEL5
B I� 101703
3
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH 510E OF DOOR.
OUTS KFYFO LOCK •
SNAP IATCH I OCK OPTKIN
0
END
STILE
LOCK
BAR
GUIDE
STOP MOULD
INSTALLER
18 GA. GALV. STEEL END STILE
(END STILES HELD 97 HINGE SCREWS)
14 GA. CALV. STEEL END HINGE
FASTENE END STILES W /(4) EACH
11485/8' SHEET METAL SCREWS AND
(4) 1/4'x5/8' SELF TAPPING SCREWS.
2' S5L ROLL
:"I r
•
Correction
MIAMI SHORES-VIL•LAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date /� , p tcroL Type Insp'n 6A- c%
Permit No. o q ' f2,3
j, -A) 4-
3 A 9 -
Name
Address
Company
Phone #
Inspection Date
Re- Insp'n Fee ❑
Dl�
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 7/7/2004
Applicant: JACK
Owner: GORDON
JOB ADDRESS: 863 NE 92
Contractor
Local Phone: 305 - 885 -8088
Parcel # 1132060050040
Signed: (INSPECTOR)
Building Permit
Permit Number: BP2004 -923
GORDON
JACK
ST
ALL AMERICAN GARAGE DOORS INC Contractor's Address: 8155 NW 93 ST
Page 1 of 1
Legal Description: GOLDEN GATE PARK ADD PB 6 -130 LOT 4 LESS E6.05FT & E1/2 LOT 5
Fees:
FEE2004 -6811
FEE2004 -6812
FEE2004 -6813
FEE2004 -6814
FEE2004 -6815
Description
Building Fee
CCF
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$100.00
$0.60
$0.20
$2.50
$3.00
$106.30
Permit Status: APPROVED Permit Expiration: 1/3/2005 Construction Value: $760.00
Work: REPLACE GARAGE DOOR
Total Fees: $106.3Q_
o,o
Total Receipts: $0.00
S6 " 3
kVP
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING [2
ELECTRICAL ❑ PERMIT N°
PLUMBING ❑
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal Lot II Bi.#
Description
Address of
Building
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
15626
Subdi-
vision
Value of
Project $
DATE
BY AUTHORITY
Contr' for s ~ °«
.icenso
❑ Work to be performed under this Permit
Amt. of
Permit $
195
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed: BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work lovered 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, servant or employee.
u.DING ❑
FCTRICAL
LUMBING ❑
KOOFING
Owner of
Building
❑ Work to be performed under this Permit
Architect
Contractor
or Builder
Legal Lot II Bl.
Description.
Address of
Building
❑ PERMIT N? 15676
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
Subdi-
vision
Value of
Project $
DATE : 'Y 195
Contractor's
License No
Amt. of
Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed • BY
INSPECTOR
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, servant or employee.
BY AUTHORITY