WS-10-5 A
., ' 4 1
Miami Shores Village
10050 N.E. 2nd Avenue ' •_•.
Zile
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204N �>
EOAtvf` 'a
Hsi., g
Expiration: 0 /28/2010
Project Addres Parc Number Applicant
F 1 105 Street 1122320280050
MIAMI SHORES, FL 33138 -2106 Block: Lot: MARLENE MARIN
Owner Information Ad dress Phone Cell
MARLENE MARlN 1040 105 Street � m..
MIAMI SHORES FL 33138 -2106
Contractor(s) Phone Cell Phone Valuation: $ 700.00
HOME OWNER
Total Sq Feet: 0
Type of Work: GARAGE DOOR For Inspections please call:
No of Openings: 1
(305)762 -4949
Additional Info: IMPACT A vailable Inspections
Classification: Residential Inspection Type:
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $0.60 WS -1 -10 -36731 $ 117.60 $ 50.00
Education Surcharge $0.20
Permit Fee $110.00 WS - 10 - 36731 $ 117.60 $ 117.60 $ 0.00
Scanning Fee $6.00
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 treto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting thhl� permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required foitLECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructioKi nd zoning. Futhermore, I authorize the above -named contractor to do the work stated.
February 03, 2010
Authorized Signature: Owner / Applicar -. Contractor / Agent Date
Build hg Department Cop
February 03, 2010 1
Miami Shores Village J. a 4 0�0
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No. ` �• �'
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building Roofing /� /y
Owner's Name (Fee Simple Titleholder) r y 1 r 1,e i'1 C I v 1 a i I n Phone # 1 g (' 3Z (y - q C1 0 V
Owner's Address
Cit j State ( �� Zip 33 [33�
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 10 N G 1 *e
City Miami Shores Villaee Col f Miami -Dade Zip
FOLIO / PARCEL # I I - 2 2 3 2 02 F 0 05) U
Is Budding Historically Designated YES NO X
Contractor's Company Name P 6 n r n if r Phone #
Contractor's Address
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Architec"ngineer's Name (if applicable) Phone #
Value of Work For this Permit $ �,._s Square /Linear Footage Of Work:
Type of Work: ❑Addition ❑Alteration ❑New ( Repair/Replace ❑ Demolition.
Describe Work: C t O 0 r
r
Submittal Fee $ Permit Fee $ ®� jO CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $ '
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due S -
See Reverse side —�
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 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 not be approved and a reinspection fee will be charged.
Vi
Signature , C G%� - �. Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me 's The foregoing instrument was acknowledged before me this
day of t e 20 by OQ e Hat'a Hat'/g day of . 20 by
who is personally known to me or who has produced t L 4/DD—L who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUB C: NOTARY PUBLIC:
Sign: / Sign:
Print: ' Print:
My Commission Expires: NOTARY PUBL -STATE OF FLORIDA My Commission Expires:
e toPm issloD 95441
•'` Expires: JT)NE 08, 2012
BONDED THRU ATLA:ti"fIC BONDING CO.
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
(Revised 07/10/071
u� .
Miami Shores Village
.... Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: 4 r [L-, e- r DATE: f 2 �- l 0
ADDRESS:
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further
understand That I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one- family or two - family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph. ,~ '
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder
permit under an exemption from the taw. The exemption specifies that 1, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
tnitial
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on
permits and contracts.
Initia
4. 1 understand that 1 may build or improve a one family dr twe4amily residence or a farm outbuilding. i may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume thdt I built or substantially
improved it for sale or lease, which violates the exemption.
q
x Initial � � _-��--
5. I understand tbat, as the owrlerbuilder, I must provide direct, onsite supervision of the construction.
Initial
6. ;' 1 enderstand that I may-not-hire an$unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance.
Initial ('t
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being,done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
Initial Lk-
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govern owner - builders as well as employers. I also understand that the
Construction must comply with all applicable Ian, ordinances, building codes, and zoning regulations.
Initia
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http : /hvww.mvfloddalicense.rom /dbur /gyro /Cilblindex.htmi
Initial
11. 1 am aware of, and consent to; an owner- builder building permit applied for in my name and understands that am the party
legally and financially responsible for the proposed construction activity at the following address:
104n IUZ)
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this ipq l day of ' 20 10
B who was personally known to me or who has
Produced there License orentification.
OWNER NOTARY
NOTAR° I"� V � Dl�
"•, OVD71T
X- ) Volg 9n ', 23, 2011
I'xX�1TC�% goIVDING CO, TNC•
DONDED URU ATL&Vn C
♦SNORES Miami shores Village
ones ,,,,. Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
�iOR1Dp Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No: 10- I
Job Name
2010 Page 1 of 1
Building Critique Sheet
ct
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
F
Garage Door
Marlene Marin
1040 NE 105 Street
Miami Shores, Florida 33138
AECii EVOIE 1 � k
JAN L!
MIAMI -DADE COUNTY, FLORIDA
• METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 REST FLAGLER STREET, SUITE 1107
PRODUCE' CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
t 5 (305) 375 -2902 FAX (305) 375 -2908
NOTICE,& ACCEPTANCE (NOA) www.buildingcodeonline.com
Amarr Garage Doors.
165 Carriage Court
Winston- Salem, N.C. 27105
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 (AM);
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
Hurrican e Zone of the Florida Building Code.
DESCRIPTION: Model 1200 -D WeatherGuard Plus with DuraSafe.
APPROVAL DOCUMENT: Drawing No.SFC- 590 -010, Sheets 1 of 1, titled "Model #1200 -D WeatherGuard
Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05/21/07, prepared by
Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Go t - oduct
Control Renewal stamp with the NOA number and approval date by the Miami -Da Pr ct of
Division.
d.
MISSILE IMPACT RATING: Large & Small Missile.
LABELING: Each unit shall bear a permanent label with the manufacturer's n o ty
following statement: "Miami -Dade County Product Control Approved ", unless o
RENEWAL of this NOA shall be considered after a renewal application has bee 11 there, no
change in the applicable building code negatively affecting the performance of thi u
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.
INSPECZI0N•. cep af f shall be provided to the user by the manufacturer or its distributors
and shall bnvaiku lq fJr ipspeCftn at1he job site at the request of the Building Official.
This NOA Y enVWs N IOA No' 02 0115.09 and consists of this page 1, evidence page E - 1, as well as
approval document mentioned above.
The subptijted. ocunlentaooj� war;evigeved by Carlos M. Utrera, P.E.
• • • • NOA No: 07- 0425.03
Expiration Date: May 16, 2012
Approval Date: June 14, .2007
• • • • • • • • Page 1
Amarr Garage Doors.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS:
1. Drawing No.SFC- 590 -010, Sheets 1 of 1, titled "Model #1200 - WeatherGuard Plus
w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06126/01, last revision
05/21/07, prepared by Amarr Garage Doors signed and sealed by Thomas L.
Shelmerdine, P.E.
B. TESTS: (submitted under NOA # 02- 0115.09)
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test for 9' x 7' and 16'x 7' sectional steel garage doors,
prepared by American Test Lab of South Florida, report # 0709.01 -01, dated
08/23/01, signed and sealed by W. R. Mehner, PE. And H. Hattem, PE.
2. Test report on Evaluation of painted panels per ASTM D1654 & B 117, prepared
by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat,
PE.
C. CALCULATIONS:
1. Calculations prepared by Structural Solutions, P.A., project 01 -0359, dated
04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E.
D. STATEMENTS: (submitted under NOA # 02- 0115.09)
1. Code compliance letter issued by Structural Solutions, PA., on 02/13/02, signed
and sealed by T. L. Shelmerdine, PE.
2. No financial interest letter issued by Structural Solutions PA, on 10 /01 /01, signed
and sealed by T. L. Shelmerdine, PE.
3. Protocol compliance letter issued by American Test Lab of South Florida on
08130/01, signed and sealed by W. R. Mehner & H. Hattem.
E. MATERIAL CERTIFICATION: (submitted under NOA # 02- 0115.09)
1. Test report on Tensile Test from 3 Samples ATL 0712.01- 01A,B &C, prepared by
Q. C. Metallurgical, Inc., report # 1GM -1038 dated 08/02/01, signed and sealed
By F. Grate, PE.
F. OTHERS:
• �.., • ♦ Rrne1yal • Rjqu "t Letter issued by Amarr Garage Doors, dated 05/15/07, signed
♦ by Ilan Z Joyner, Manager of Applications Engineering.
. ...... ••• .
•• ••• •• • • • ••
• • • • • • • • • Carlos M. Utrera, P.E.
• • : : Product Control Examiner
• • • • • • . • NOA No 07- 0425.03
Expiration Date: May 16, 2012
Approval Date: June 14, 2007
• ♦♦ • . . . .:. • 0 E -1
DJUSTABLE ROLLER CARRIER 2" I-- 3 GA FLAG BRACKET ATTACHED TO WOOD JAMB
ATTACHED W/ (2) 1/4' x 1/2' 11GA. DURASAFE I W/ (3) 5/16 DIA. % 1 -0 TRACK LAG BOLTS AND TO
BST L NUT PER BRACKET _- CENTER HINGE ATTACHED
13 A. GALV. COMMERCIAL TRACK V/ UI I/4' -2ACK SPLICE BOLTS AND NUTS
WI (4) 3 /4 S 1 /2'H X I 1 GA.
TOP ROLLER HRACKE 2p GA GALV. STEEL SECTION STRAPS 0 1 HEX HEAD S CREWS VS R- SS' WL I
3/4' S
ATTACHED V, / ' STEE (2) I /4' 3/4'
O O O LOCATED AT EA CENTER HINGE HEX HEAD SCREVS AT EACH END
ATTACHE➢W/ DOUBLE SIDED TAPE- ' a STTLE AND (2) 1/4' 3/4' HEX
- IS SEC . 2' ICI 1/2' 24 GA. NW EXTERIOR SKIN
TACHED V` (4) I 14' • • 21' SEC. - 2' x 13 1/2' WITH G -40 GALV. 6 BAKED HEAD SCREWS AT EACH SEC.
4' F� A➢ SCREWS • • • I (IN POLYESTER TOP CIA STRAP
• • �� : R BRACH • i • • a 16' BOLT RETAINER I O SPUCE TRACKS AT THIS LOCATION
x 3 1/2' x I8Gq
2 5 /8' BACKER
• • • • -� -' W/ (4) 1/4' -20 TRACK SPUCE BOLTS 6 NUTS
• • • • • 6� • PLATE LOCATED BEHIND EA SECURE TO JAMB WITH (3) 5/16' DIA x 1 -5/8'
TYPICAL TOP FI)tTURES 1 CENTER HINGE LAG BOLTS
• N.T.S. • ••••
• TYPICAL DURASAFE CENTER HINGE Sl (1) 5/10' DIA X 1 -5 /8'
• • • N,T•S 2 - LAG BOLT ATTACHED TO JAMB
• • A AT EA JAMB BRACKET
•
•i 6 • •••
l9 12 GA. CALV STEEL
• • • • • • 000 2 JAMB BRACKETS
• • • - ATTACHED W/ (1) 1/4' -20
• • 1 , 2 ' (S ICE) TRACK SPUCE BOLT @ NUT 4' 1 7/8' x 14 GA
• •
• GA. MIN OR (2) RIVETS STEEL PLATE
• IN
27 H
M 8'0' O 2 , INTERIOR SKIN
• / p
• • INSTALLED AT THE
• • at • 2 P OF EACH O R'1
• - ENDSTILE ON THE M
INSIDE USING (4>
L /e' RLVETS
19� 2 • 3
4 A
2' 2
2'
1p • 10 TRACK CONFIGURATION FOR 6'6' UP TO W TALL DOO TYPICAL DOUBLER PLATE $l
N.T.S. N.T.S. 5
JAMB_ BRACKET LOCATIONS IN1ET6dR OF GARAGE
A B C B E F G H S uAx. wG t6'o'
LIFT HAN ➢L CFC -FREE EXPAN13E➢ E GUST WN SPEED
6' -6' 3' 14' 24 35 43' 53' 65' 70'
INSULATION
MA X 16'0 POLYSTYRENE
1 LB DENSITY 7' -0• 3' 14 27 38 46'
43 56' 68' 76• SIN LOADS
SECTION HEIGHT SECTION HEIGHT 3 5
R :173, U=OA7 7' -6' ' Sl' 24 3 53' RE
82' +36 (LOADS] I
INSIDE ELEVATION 8' - 0' 3 27 38146 ' 68' 76 88' -446 ash? SEE NOTE 2 . 3
ONT. ALUM. EXTRUSION POSITIVE PRESSURE
R -TRUSS SPACING N,TS R -TRUSS SPACING V/ CONT. VINYL ASTRAGAL ; vtv t w"ED PRESSURE W FAA NEGATIVE PRESRE
V
12 GA. DURASAFE BBRS BOTTOM BRACKET 1"t''tt?p�e�nn.. TEY X00( ({ AE1180NS DAIS BY
EPID HINGE ATTACHED ap (2) 12 GA. FLAT LEAF HINGES 078' THICK ATTACHED ,;
W/ (2). V4' 3/4• W/0) ) 1/4'
HEX HEAD SCREWS PER SIDE ATTACHED WITH (3) ' % 3/4 '} l"J(KG D A (PDAIE OF M ATIONDIFS TO SMICIIAIE 41J/07 SKW
aP 1/4' x 3/4 HEX HEAD SCREW HEX HEAD SCREWS WITH A -
.093' BRACKET SLIDER 3Lg 6 UPDAIE COLE REFERDOES 5/21/07 BFC
a• LI ➢E LOCK ENGAGES INTO VERTICAL P8A ' S ECTION A - A (SIDE VIEW) "d %x <.' xE": vRe;i'DRii',`
sPECIHCATIONS AND MOLES
// N.T.S 6{viTiGT
BOLT7flETAINER TRACK IN BOTH SIDES 5/8' MN I. ALL THE WAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL MACH.
ENGAGEMENT CONFORMING TO SFBC IRON THE TRACK THE LOAD IS TRMSEARED TO ME VERTICAL JAMBS MAX SIZE
3603 -2. (SNAP LATCH, OR SECURE ME HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF ME WAD
(2) 14GA, DURASAFE . LICK 1TPTImpTU mANSI]BED FROM THE DOOR 16' x 8'
LLER CARRIERS ATTACHED A 150 MPH 2 EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF)
V/ <4) 114• x 3/4' +368.0 LEIS/FT B - 44601e5/PT
HE HEAD SCREWS PER CARRIER 10 BALL STEEL 3. DOORS Ali NAADWARE WLL BE DESIGNED, MANUFACTURED DESIGN LOAD \�
ROLLER W /9' STEM AN O INSTALLED WM STANDARDS AS SET FORM BY DASMA \.s
TYPICAL DUW SAFE END HINGE $1 4. DOOR SECTIONS SHALL BE 27 GA (.OB) WIN. INTEWOR AND 24 E (.022 M +46.0 PSF
EXU30OR Rouen FORMED, C-40 CAVAM7ATION W/ BAKED ON POLYr$lER F INISH -56.0 PSF
N.LS 3 TYPICAL BTM BKT W/ FLAT LEAF HINGE Sl 5 DOORS UPTO YO' HIGH CONSIST OF (4) SECIMS AS SHOWN.
$TOP MCUIDING N' S' 4 USE (1) S' R -iRIIS PO( SECTION \_
W/ FLEXIBLE SEAL 5/16' x t 5/8• LAG Q DOORS UPTO 8'0' "ON CONSIST OF (5) SECTIONS AS SHOW
SUPPLED BY INSTALLER CREW (1) PER USE (1) 6' 0. - iRUS PER SECTION
( ) 20 GA GALV. STEEL JAAID BRACKET WOOD JAMB ATTACHMENT TO STRUCTURE 7. SUPPORTING STRI1CnwAy EILNOM SMALL BE'CESDNED LARGE MISSILE '
END STILE ATTACHED BY A REGISTRED PflOFE5aG1N. ENDINffR FOR WNO TOADS
ia 4-2 5/8' x 4 3/8' x IBGA TO PANEL (2) LANCES RATED FOR ISO MPH PEAK GUST (130 MPH FASTEST�.IIIE BASIC WND SPEEDS) INOGIEO ON THIS ORAWMO w ADDITION. M OMER LOADINGS IMPACT
BACKER PLATES - IMTH IN THE URES ED IN MTN E3 - LO S CE RESISTANCE
7 AND FOG 2004 PROTOCAIS 212, 2122 203 WND LOAD DESIGN 1/2' x ISGA BACKER 5/18' x ?LAD SCREWS STARLING 6' F110Y ENDS TURN tY O.0 (I 1/4' plEDYFNT) CIN k ME PRESSURES SHSHOW ON TEE ORAWNGS MERE CALCULATED TE LOCATED BEHIND EA USING ME FOLLOWING PARAMETER& CAL TER HINGE HI LD KW( BOLT 31W X 4 STARTING 6' FROM ENDS THEN 24' DC MEN (2 1/2' EMBEDT) B. DOOi CAN BE SD M TALBD WITH 5 FEET OF O0oR5 WOM
WD B' EEVE ANAICR 3/8' % z -3/4' STAgiING EXGI EWS MEN iZ 0.0 ' (I i/4' INSIDE THE EDGE SNIP. EMSEOME C. z6' MEAN ROOF HEIGHT AT ANY SLOPE
I1W/NAN REDlEID (R01- B01,T) 3/If X 4' STMiIN6 6' FROM EWS THEN 18' CC. (2 0. UMPORTANCE FACTG( OF 1.03
/2' OIBEONFNT) E EIO'OAwE RATING OF C 165 CARRIAGE COURT WINSTON- SAI.EN, HC. 27105 WWVAMARRCOM
' P�YSTYRE:NE CORE + X x l = ? .� •�N ATTA AP r-T TO _e0 R �. 9. THIS PRWAL RECUR M S E MAAIFACRRER TO DO TES M OF Nl MODEL #1200 - D WeatherGuard Plus w /DuraSafe
HLTI SLEEVE ANCHOR 3/8' X 2 -3 /e STARTING 6' FRG( ENDS DIEN tr' DD 1 1/4' COLS USED TO MWICVTE DOOR PA NELLS UNDER MIS NOTICE OF ACCEPTANCE /1 Ip Y GALV. STEEL TRACK ( A MINLWM OF 2 SPECIMENS SIAJI. W CLIT FROM EAON CDR. AN, i ruxxr 7 p iRAq( THICKNESS .083 O.BE TESTED ACCORDING 1d ABM E-B BY A DADS COUNTY APPROVED LAB Short Panel, Long Panel, end Flush Panel
BDLT NW/RAMSE( TAPCOH 1/4' % 2 -3/4' 5GRTNR 8' FROY EMS USE PAILS OF SELECTED ANO PAD BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A x 5/8'TRA,CK CONT. VERTICAL JAMB 2 %8 FASTENERS (r APART) AT 10' O.C(1 1/4' EMBEDMEN YEAR. ME- A--MER SKILL MNL M MIS <1FRCE: A OOPY 4 ME LEST SI$ aRA7t( BY CU DATE 06/21/01 OF65WNG M)YB:R SPLICE BOLT AND NUT SOUTHERN YELLOW PINE REPORTS M1TM CONFIRMATION MAT TILE SPECIMENS WERE SEIEOED FROM COILS
NO 2 OR BETTER •LAGB AND BOLTS cAN BE COUNIERSVNK TO PROMDE A FWSI MOUNTING SURFACE STATE AT ME MAMiACTUIER PAOpi1CTXM FAIWJllE1 AND A NOTAR@.D B CNCOFO BY DALE $FC- 590 -010
- TRACK MOUNTING D TAI ( ) STATE FROM ME MANUFACTURER THAT ONLY COLS WITH "SMENOM
WREPARAIIDN OF WOOD JAMBS BY OTHERS 32000 PS OR MORE SHALL, BE USED TO MANE DOOR PANELS FOR CAGE
N.T.S. GGM1Y UNDER THIS NOTICE OF ACCEPTANCE. EMONM IIA111AS L S JURF PE UC. Ko. 0010573 SHFIT I OF I
• ••• . •
• • • • • • • • • • • • • • • • : • • • 000 ; • • FRANK L. BENNARDO, P.E.
• • • • • • • 0 • • 9
WORST:0Az DESIGN PRESSURE CHARTS FOR •�• •o-
WIND yELOCITY =146 MPH 03 9
• • • ` • • • . VALI (s) ONLY
• • •• ETR O FIT GARAGE DOOR : ; E CROSIx E,' i VALIDONLYWI ED
R
....
• . lJ
•• • . ..• . ..: .:. •. o
Z `°NM
F
GENERAL NOTES •• • •- .. °
• .... •• DEalGN W r U rnn l u M M _ 2 4
'ED !9 S
1. THESE CHARTS ARE NOT VALID SjEjVlCtRAWIN'G. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. •' ORIDA BU '� ' j,I-U�IN§ QODE: " A • uJ E 7 -05 W O w LL u
U O fL . "' °° Z
2. THIS SPECIFICATION IS INTEN - 90 fLLtJS�f'RAT� � W-
jG�I.IAIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND. OTHER 2007 FL W z °' a m "'
COEFFICIENTS LISTED HEREIN SHALL BE'Dl'CTAYED` A D RIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE I =1.0, iC a5, tCzl=1.8, I?¢--d' ANl9 6.5 Z w 1 � F W
IS OFFERED HEREIN. qh = 0.00256 *Kz *Kzt *Kd *V *V *I Q Q w 'a d
3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT A PPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN P qh ((GCp)- (GCpi)), GCpi =;0.18 �•+ r m .°o Z o
& INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. EXTERIOR (CORNER) ZONE 5 Z 4- w
4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH -j v 0 Z
ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE W `V w M 2� W
COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE LL ^ m
ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. N w °' z
o
5. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN t0 w
ASCE 7 -05.
6. ADHERE TO ALL LOCAL IMPACT. PROTECTION SYSTEM ORDINANCES. O
7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0" TABLE 2: MEAN ROOF HEIGHTS 20' -0" TO 25' -0" o
m O
OPENING MEAN ROOF HEIGHT OPENING MEAN ROOF HEIGHT
N SIZE 15 16'_0" 17' -0" 18' -0" 19' -0" SIZE 20'_0" 21' -0" 22' -0" 23' -0" 24• -0" 25' -0" U
LO 8'x 6' + 41.7,-52.7 PSF + 42.3, -53.5 PSF + 42.8, -54.1 PSF + 43.4, -54.8 PSF + 43.9,-55.4 PSF 8'x 6' + 44.3, -56.0 PSF + 44.8,-56.6 PSF + 45.2,-57.2 PSF + 45.7,-57.7 PSF + 46.1,-58.2 PSF + 46.5,-58.7 PSF V w
8'x 7' + 41.3,-51.8 PSF + 41.8,-52.5 PSF + 42.4, -53.2 PSF + 42.9,-53.8 PSF + 43.4, -54.4 PSF 8''x 7' + 43.8,-55.0 PSF + 44.3,-55.6 PSF + 44.7, -56.2 PSF + 45.1, -56.7 PSF + 45.6,-57.2 PSF + 45.9,-57.7 PSF z
Y
8'x 8' + 40.9,-51.0 PSF + 41.4,-51.7 PSF + 41.9,-52.4 PSF + 42.5, -53.0 PSF + 42.9,-53.6 PSF IT x 8' + 43.4, -54.2 PSF + 43.9,-54.7 PSF + 44.3,-55.3 PSF + 44.7,-55.8 PSF + 45.1, -56.3 PSF + 45.5,-56.8 PSF
v 8' x 10' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 8' x 10' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF
LL, aNC
d 8' x 12' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 8' x 12' + 42.1; -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF +'p3.8, -53.6 NSF + 44.1, -54.1 PSF J 5 O
O
y 8' x 16' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 8' x 16' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF +A3.2, -52.1 PSF w 0 Lu
2 + 41.4, -52.0 PSF + 41.9, -52.7 PSF + 42.5, -53.4 PSF + 43.0, -54.1 PSF + 43.5, -54.7 PSF 9' x 6' + 44.0, -55.3 PSF + 44.4, -55.8 PSF + 44.8, -56.4 PSF + 45.3, -56.9 PSF + 45.7, -57.4 PSF + 46.1, -57.9 PSF m 0- (7
a 9' x 6' QQ
0 9' x 7' + 40.9, -51.1 PSF + 41.5, -51.8 PSF + 42.0, -52.5 PSF + 42.5, -53.1 PSF + 43.0, -53.7 PSF 9' x 7' + 43.5, -54.3 PSF + 43.9, -54.8 PSF + 44.3, -55.4 PSF + 44.8, -55.9 PSF + 45.2, -56.4 PSF + 45.5, -56.9 PSF Q Z Q
ID 9'x 8' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6,-51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 9' x 8' + 43.0, -53.4 PSF + 43.5,-54.0 PSF + 43.9,-54.5 PSF + 44.3, -55.0 PSF + 44.7,-55.5 PSF + 45.1,-56.0 PSF Q
9' x 10' + 39.8, -48.9 PSF + 40.4, 49.6 PSF + 40.9, -50.2 PSF + 41.4,-50.9 PSF + 41.9,-51.4 PSF 9' x 10' + 42.3, -52.0 PSF + 42.7,-52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0,-54.0 PSF + 44.3, -54.5 PSF F--1 N O
9'x 12' + 39.3,-47.8 PSF + 39.8,-48.5 PSF + 40.3, -49.1 PSF + 40.8, -49.7 PSF + 41.3, -50.3 PSF 9'x 12' + 41.7, -50.8 PSF + 42.2,-51.4 PSF + 42.6, -51.9 PSF + 43.0, -52.3 PSF + 43.4, -52.8 PSF + 43.7, -53.3 PSF cj � LL
9'x 16' + 38.4, -46.1 PSF + 38.9,-46.7 PSF + 39.4,-47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 9'x 16' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8,-51.3 PSF O W
Y 10' x 6' + 41.1, -51.4 PSF + 41.6, -52.1 PSF + 42.1, -52.8 PSF + 42.7, -53.4 PSF + 43.1, -54.0 PSF 10' x 6' + 43.6,-54.6 PSF + 44.1, -55.2 PSF + 44.5, -55.7 PSF + 44.9, -56.2 PSF + 45.3, -56.7 PSF + 45.7, -57.2 PSF J N
cl' 10' x T + 40.6, -50.5 PSF + 41.1, -51.1 PSF + 41.7,-51.8 PSF + 42.2, -52.4 PSF +42. -53.0 PSF 10" x 7' + 43.1, -53.6 PSF + 43.6, -54.2 PSF + 44.0, -54.7 PSF + 44.4, -55.2 PSF + 44.8, -55.7 PSF + 45.2, -56.2 PSF V-- Q
0
10'x 8' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3,-51.0 PSF + 41.8,-51.6 PSF + 42.2, -52.2 PSF 10' x 8' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF
10' x 10' + 39.5, -48.3 PSF + 40.0, -49.0 PSF + 40.6, -49.6 PSF + 41.1, -50.2 PSF + 41.5, -50.8 PSF 10' x 10' + 42.0, -51.3 PSF + 42. 4, -51.9 PSF + 42.8, -52.4 PSF + 43.2, -52.9 PSF + 43.6, -53.3 PSF + 44.0, -53.8 PSF Q
10'x 12' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 10'x 12' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4,-52.6 PSF Q
m 10'x 16' + 38.1, -45.5 PSF + 38.6,-46.1 PSF + 39.1, -46.7 PSF + 39.6,-47.2 PSF + 40.0, -47.8 PSF 10' x 16' + 40.5, -48.3 PSF + 40.9,-48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4,-50.6 PSF N
a
12'x 6' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6,-51.6 PSF + 42.1, -52.3 PSF + 42.6,-52.9 PSF 12'x 6' + 43.0, -53.4 PSF + 43.5,-54.0 PSF + 43.9,-54.5 PSF + 44.3, -55.0 PSF + 44.7,-55.5 PSF + 45.1, -56.0 PSF
rn
12'x 7' + 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 12'x 7' + 42.5, -52.4 PSF + 43.0,-53.0 PSF + 43.4, -53.5 PSF + 43.8,-54.0 PSF + 44.2, -54.5 PSF + 44.6,-55.0 PSF
N 12' x 8' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7,-51.0 PSF 12'x 8' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF o 0 0 gns
a 12 x 10' + 39.0,-47.2 PSF + 39.5,-47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 12'x 10' + 41.4,-50.2 PSF + 41.8,-50.7 PSF + 42.2, -51.2 PSF + 42.6,-51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF G <o F
ID 12'x 12' + 38.4,-46.1 PSF + 38.9,-46.7 PSF + 39.4,-47.3 PSF + 39.9, -47.9 PSF + 40.4,-48.5 PSF 12'x 12' + 40.8, -49.0 PSF + 41.2,-49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8,-51.3 PSF z M. s �
w` 12'x 16' + 37.5, -44.4 PSF + 38.1, -45.0 PSF ! + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 12'x 16' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4; PSF z a g
mw ° =
14'x 6' +' 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1,-50.7 PSF + 41.6,-51.3 PSF + 42.1, -51.9 PSF 14'x 6' + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8,-54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF u ai Z i g
o
m'
14'x 7' + 39.6,-48.4 PSF + 40.1, -49.1 PSF + 40.6, -49.7 PSF + 41.1, -50.3 PSF + 41.6, -50.9 PSF 14'x 7' + 42.0,-51.5 PSF + 42.5,-52.0 PSF + 42.9, -52.5 PSF + 43.3,-53.0 PSF + 43.7,-53.5 PSF + 44.1, -53.9 PSF
0
14'x 8' + 39.2, -47.6 PSF + 39.7, -48.3 PSF + 40.2,-48.9 PSF + 40.7, -49.5 PSF + 41.2, -50.0 PSF 14'x 8' + 41.6, -50.6 PSF + 42.0,-51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF + 43.2,-52.6 PSF + 43.6, -53.0 PSF I
14'x 10' + 38.5,-46.3 PSF + 39.0, -46.9 PSF + 39.5,-47.5 PSF + 40.0, -48.1 PSF + 40.5,-48.6 PSF 14'x 10' + 40.9, -49.2 PSF + 41.3, -49.7 PSF + 41.7,-50.2 PSF + 42.1, -50.6 PSF + 42.5, -51.1 PSF + 42.9,-51.5 PSF g g tl
14'x 12' + 37.9, -45.2 PSF + 38.5,-45.8 PSF + 39.0,-46.4 PSF + 39.4, -46.9 PSF + 39.9,-47.5 PSF 14'x 12' + 40.3, -48.0 PSF + 40.7, -48.5 PSF + 41.1, -49.0 PSF + 41.5, -49.4 PSF + 41.9, -49.9 PSF + 42.2, -50.3 PSF S 3
CL
14'x 16' + 37.1, -43.4 PSF + 37.6, -44.0 PSF + 38.1, -44.6 PSF + 38.5,-45.1 PSF + 39.0,-45.6 PSF 14'x 16' + 39.4,-46.1 PSF + 39.8,-46.6 PSF + 40.2, 47.1 PSF + 40.6, -47.5 PSF + 40.9, -48.0 PSF + 41.3, -48.4 PSF � e � �
04 15'x 6' + 3.8, -48.9 PSF + 40.4, -49.6 PSF ', + 40.9, -50;2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 15'x 6' + 42.3,-52.0 PSF + 42.7,-52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0,-54.0 PSF ! + 44.3, -54:5 PSF g w
iL 15' x T + 39.4,-48.0 PSF +39.9, -48.7 PSF': + 40.4, =49.3 PSF + 40.9, -49.9 PSF + 41.4, -50.5 PSF 15'x 7' + 41.8,-51.0 PSF + 42.3, -51.5 PSF + 42.7,-52.0 PSF + 43.1, -52.5 PSF + 43.5,. -53,0 PSF + 43.8,-53.5 PSF K
M IR
15'x 8' + 39.0,-47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9,-49.6 PSF 15 x 8' + 41.4, -50.2 PSF + 41.8,-50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0,-52.1 PSF + 43.4,-52.6 PSF COPYRIGHT ENGINEERING EXPRESS
15 x 10' + 38.3,-45.9 PSF + 38.8,-46.5 PSF + 39.3, 47.1 PSF + 39.8, -47.7 PSF + 40.2, -48.2 PSF 15'x 10' + 40.7, -48.7 PSF + 41.1, -49.2 PSF + 41.5, 49.7 PSF + 41.9, -50.2 PSF + 42.3, -50.6 PSF + 42.6, -51.1 PSF S KU 5197
15'x 12' + 37.7, -44.8 PSF + 38.2, -45.4 PSF + 38.7,-45.9 PSF + 39.2, -46.5 PSF + 39.7, -47.0 PSF 15'x 12' + 40.1, -47.5 PSF + 40.5,-48.0 PSF + 40.9, -48.5 PSF + 41.3, -49.0 PSF + 41.7, -49.4 PSF + 42.0, -49.8 PSF
0
15'x 16' + 36.9,-43.0 PSF + 37.4, -43.6 PSF + 37.8,-44.2 PSF + 38.3, -44.7 PSF + 38.7, -45.2 PSF 15'x 16' + 39.2, -45.7 PSF + 39.6,-46.2 PSF + 40.0, -46.6 PSF + 40.3, -47.1 PSF + 40.7, -47,5 PSF + 41.1, -47.9 PSF PAGE DESCRIPTION O 1
16'x 6' + 39.6, -48.6 PSF + 40.2, 49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7.-51.0 PSF 16'x 6' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF
E 16' x 7' + 39.2, -47.6 PSF + 39.7,-48.3 PSF " + 40.2,' -48.9 PSF + 40.7, -49.5 PSF + 41.2, -50.0 PSF 16' x 7' + 41.6,-50.6 PSF + 42.0,-51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF + 43.2, -52.6 PSF + 43.6,' -53.0 PSF
16'x 8' + 38.8,-46.8 PSF + 39.3,-47.5 PSF + 39.8,-48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 16' x 8' + 41.2,-49.7 PSF + 41.6,-50.3 PSF + 42.0, -50.7 PSF + 42.4,-51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF
16'x 10' + 38.1, -45.5 PSF + 38,6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, 47.8 PSF 16' x 10'
+ 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7,-49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF
0
16'x 12' + 37.5,-44.4 PSF + 38 .1, -45.0 PSF + 38.5,-45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 16'x 12' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF
N
M 16' x 16' + 36.7,-42.6 PSF + 37.2, -43.2 PSF + 37.6,-43.8 PSF + 38.1, -44.3 PSF + 38.5,-44.8 PSF 16'x 16' + 39.0,-45.3 PSF + 39.4, 45.8 PSF + 39.7, -46.2 PSF + 40.1, -46.6 PSF + 40.5, -47.1 PSF + 40.8, -47.5 PSF
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Numbe INSP 134731 Permit Number: WS- 1 -10 -5
Scheduled Inspection Date: February 04, 2010 Permit Type: Windows /Shutters
Inspector: Bruhn, Norman Inspection Type: Final
Owner: MARIN, MARLENE Work Classification: Door Replacement
Job Address: 1040 NE 105 Street
MIAMI SHORES, FL 33138 -2106 Phone Number
Parcel Number 112232028005
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Inspector Comments
Passed PLEASE CONTACT HOME OWNER BEFORE SHOW UP TO DO
INSPECTION. THE MOTHER OF THE OWNER IS 84 YEARS OLD AND
'� SHE DOESN'T OPEN THE DOOR WITHOUT PERMISSION FROM THE
OWNER.
Failed ❑ MARLENE MARIN 786.326.9900
6
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 03, 2010 For Inspections please call: (305)762 -4949 Page 15 of 20