WS-18-567 Inspection Worksheet
I Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
r
I Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-298725 Permit Number: WS-3'-18-567
Scheduled Inspection Date: March 20, 2018 Permit Type: Windows/Shutters `
Inspector:,Naranjo, Ismael
' Inspection Type: Final
Owner: EIRA ROJAS, BENOIT V WIRZ Work Classification: Garage Door
Job Address:893 NE 96 Street
i
f Miami Shores, FL 33138- Phone Number
Project: <NONE> Parcel Number 1132060142690
F
1
i
Contractor: j PRECISION DOOR SERVICE Phone:°(786)516-2772
Building Department Comments
REPLACE 15'X7'6' GARAGE DOOR Infractio Passed Comments
INSPECTOR COMMENTS False
+
I
Inspector Comments
'Passed ❑ BEFORE GETTING TO THE PROPERTY CALL ISABELLA
786-301-6411
TO GIVE ACCESS TO PROPERTY IF POSSIBLE 30 MIN BEFORE.
rFailed J11611 g
Correction ❑ /1 � 5
,Needed (,
1 j
Re-Inspection ❑
' Fee
1 .
No Additional Inspections can be scheduled until
re-inspection fee is paid.
i
I
March 19,2018 For Inspections please call: (305)762-4949 Page 21 of 30
1
Permit NO. WS-3-18-6617
ye°Res o,� Miami Shores Village Permit Typ#;Wiridows(Stlutters
s� �a 10050 N.E.2nd Avenue NE
Work Cl�ssitiication:garage Door
PeImtMiami Shores,FL 33138-0000 °m- ,
Phone: (305)795 2204 Permit,StatctS.AIR VIEP
F�oR�aA Fxpiration:09/02/2018
lssue Qate:3161-2-1018
Project Address Parcel Number Applicant
893 NE 96 Street 1132060142690
BENOIT V WIRZ EIRA ROJAS
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
BENOIT V WIRZ EIRA ROJAS 893 NE 96 Street
MIAMI SHORES FL 33138-
893 NE 96 Street
MIAMI SHORES FL 33138-
,Contractor(s) Phone Cell Phone
Valuation: $ 2,489.95
PRECISION DOOR SERVICE (786)516-2772 (561)800-6063
Total Sq Feet: 112.5
Type of Work:REPLACE 15'X7'6'GARAGE DOOR Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:REPLACE 15'X7'6'GARAGE DOOR Final
Classification:Residential Review Building
Scanning:3
C
f }
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# WS-3-18-66682
$2.00 03/06/2018 Credit Card $50.00 $77.80
DCA Fee $2.00
Education Surcharge $0.60 03/06/2018 Credit Card $77.80 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $127.80
b
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFF IT: I ce ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an ing. Fut r ore, I authorize the above-named contractor to do the work stated.
March 06, 2018
F Authorized gnat :O ner / Applicant / Contractor / Agent Date
Building Department Copy
March 06, 2018 1
JA V--6
-S76 -o;0-7
Miami Shores Village TVED
Building Department Mai s 201$
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 -- ---
INSPECTION LINE PHONE NUMBER:(30S)762-4949
FBC 201 fir"
BUILDING Master Permit No.�
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
NQ CONTRACTOR DRAWINGS
pGi
JOB ADDRESS: O /.3 C 91,' gT
City: Miami Shores County: Miami Dade Zip: 331 -52
Folio/Parcel#: 11' 37-06 - 2.&90 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): �FNO►T W 1 Phone#: 305` 69 4:- 3y/
Address: $9 3 NIE 4 6 u �-
City:. MAW SACi SES State: (:7L Zip: 3313Q
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: PR�C.1S 101 1 ��a^ �C�y 1G.0 Phone#:7$b. 7J 783)
Address: 1Z7-yS SU-3 )2$ CR_ " ,
City: N 119 .l State: F�- Zip: 3 3 1716
qualifier Name: kJIkL.L" AM 'W AIAcN Phone#: 6
State Certification or Registration#: CR-r-1330-1 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Z� . g5 Square/Linear Footage of work: ( 1Z S
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work:
,u
Specify col&& f color;thru tile:
Submittal Fee$ ! Q Permit Fee$ 71 b� CCF$ CO/CC$
Scanning Fee$ I Radon Fee$ z DBPR$ 2— Notary$
Technology Fee$ 2-4-0 Q•0 Training/Education Fee$ 0 . 6o Double Fee$
Structural Reviews$ Bond$_
TOTAL FEE NOW DUE$ TL
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address _
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
i
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,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 i�e.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.
Signature Signature` - ka. 4
OWNER or AGENT 'CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
a I ST day of.. FF-IS"A P-J 20 1Y by / 57- day of .. ./�l>gi2c9; • 20 by
QE(vo►� w12Z- who i
pen own to W��u►Arh WAL�EW who r n to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC: i •�
44
Sign: /,Jll
Sign:
Print: Print: WILA-I4iM LXWJ;? SSS
Niam Huntress
Seal: y, My Commission GG 137795 Seal:
'�llw, j Expires 0911512021 Notary t of Florida
William Huntress
My Commission GG 137785
a Expires M1512021
******************************* ***** * ** *********************** *******
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami-Dade County Page 1 of 1
f%zm F10%E `F T" OE PROPERTY" APPRAIS""ER
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Summary Report -
Generated On:3/6/2018
Property Information
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Folio: 11-3206-014-2690 +}
Property Address: 893 NE 96 ST
Miami Shores,FL 33138-2521
Owner BENOIT V WIRZ �
EIRA ROJAS
MailingAddress 893 NE 96 ST
MIAMI SHORES,FL 33138 USA
PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ ,�
Primary Land Use
0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT '
Beds/Baths/Half 4/3/0
Floors 2 r + a h
Living Units 1 _ 1 "� '�
�m.
/E 4 4 '
Actual Area 3,881 Sq.Ft 0,17a
Living Area 3,020 Sq.Ft
Adjusted Area 3,114 Sq.Ft Taxable Value Information
Lot Size 18,422 Sq.Ft 2017 { 2016 2015
Year Built 1933 County
Exemption Value $50,000 $50,000 $50,000
Assessment Information Taxable Value 1 $753,693 $737,163 $731,692
Year 2017 2016 2015 School Board
Land Value $552,660 $478,972 $442,128 Exemption Value $25,000 $25,000 $25,000
Building Value $311,089 $315,292 $319,496 Taxable Value $778,693 $762,163 $756,692
XF Value $25,995 $26,175 $20,068 City
Market Value $889,744 $820,439 $781,692 Exemption Value $50,000 $50,000 $50,000
Assessed Value $803,693 $787,163 $781,692 Taxable Value $753,693 $737,163 $731,692
Regional
Benefits Information Exemption Value $50,000 $50,000 $50,000
Benefit, Type 2017 2016 2015 Taxable Value 1 $753,693 $737,163 $731,692
Save Our Homes Assessment !
Cap Reduction $86,051 $33,276 Sales Information
Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description
Second Homestead Exemption 1 $25,000 $25,000 $25,000 Sale Page
Note:Not all benefits are applicable to all Taxable Values(i.e.County, 10/16/2014 $9%000 29353-4114 Qual by exam of deed
School Board,City, Regional). 08/27/2010 $100 27417-1931 Corrective,tax or QCD;min
consideration
Short Legal Description 05/01/2005 $815,000 23444-1168 Sales which are qualified
MIAMI SHORES SEC 3 Deeds that include more than one
PB 10-37 12/01/1996 $200,000 17466-4901
parcel
LOTS 3&4 BLK 74
LOT SIZE 18422 SQ FT
OR 23444-1168 0505 1 I
t
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp -
Version:
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http://www.miamidade.gov/propertysearch/ 3/6/2018
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F Miami-Dade County Office of the Property Appraiser
Building Sketch Viewer
Folio: 11-3206-014-2690 Actual Area: 3,881 Sq.Ft.
Address: 893 NE 96 ST Living Area: 3,020 Sq.Ft.
Owner: BENOIT V WIRZ Adjusted Area: 3,114 Sq.Ft.
EIRA ROJAS
Building Number: 1 • of 1 Roll Year: 2017 Previous Next
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• STO:Storage/Util GRU:Garage,Unfinished
• 1FL:First Floor PFL:Porch,Flat
• 2FL:Second Floor COB:Covered Balcony
• COE:Covered Entry
Click here to see all Sketch SubArea Descriptions
Generated on:2/16/2018
Disclaimer:
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-
Dade County assume no liability.See full Liability Disclaimer and User Agreement.See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
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M IAM 1•DADE MIAMT-DADS COUNTY
• ePRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w�n.miamidade.govleconomv
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
0000
SCOPE: • 0.00•• 00.0••
This NOA is being issued under the applicable rules and regulations governing the use of cdrwAc�ion materials
.The .'
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Predwit Control SerOW to be....;.
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicsieik(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County&eiuct Contsws&ection(
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the rigkt,to have*is%product ore...
material tested for quality assurance purposes. If this product or material fails to perfornrintie-accepted•m inner, t140%.9
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend th use si;••••
such product or material within their'Jurisdiction. RER reserves the right to revoke this a� ",, ce, if it is determined •
by Miami-Dade County Product Control Section that this product or material fails to rlieet the requh"epV of tl"•• •
applicable building code. :••••
This product is approved as described herein,and has been designed to comply with the FlorL%Bdilding•Oo,401,• •
including the High Velocity Hurricane Zone. •• •
DESCRIMON:Model 950 Heritage& 655 Oak Summit 1000,2000 Steel Sectional Garage Door up to
16'-0"Wide(DP+45.8,49.3 PSIS
APPROVAL DOCUMENT: Drawing No.IRC-9516-169-26,titled"Model 950 Heritage& Model 655 Oak
Summit,(24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels", sheets lthrough 3 of 3,dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed on
06/13/13 by Tomas L. Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference'number,approval number(NOA),the applicable test standards,and
the statement reading`Miami-Dade County Product Control Approved' is to be-located on the door's side
track,bottom angle,or inner surface of.a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be-cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0505.13 and consists of this page 1 and evidence page E-1 &E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No 17-1010.05
MIAMDAD UNTYM Expiration Date: September 4,2018
Approval Date: December 14,2017
l�1�1 Page 1
�ti!
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS "Submitted under NOA#13-0503.08"
1. Drawing No.IRC-9516-1.69-26,titled"Model 950 Heritage&Model 655 Oak Summit,(24
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels", sheets Ithrough 3 993,dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,eigied and•••.
sealed by Thomas L. Shelmerdine,P.E. •• •• •
...... .. .. ......
B. TESTS "Submitted under NOA #13-0503.08" """ '
1. Test report on Evaluation of Painted or Coated Specimens Subjected j'4 corrosive•:.."• '
.. .. .....
Environments per ASTM D1654&ASTM B 117,prepared by Arch] QQ Wal Testi4g.Lnc.,Telt„go•
Report No. C5463.01-106-18,dated 04/03/2013, signed and sealed byas T.RhMab,P.E,.....
2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBG-'-4S 202-94 .
2)Large Missile Impact Test per FBC,TAS 201-940 0 ;•0 0:0 ••••••
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94.. ;•,0 0
4)Tensile Test per ASTM E800 0 000000
'
5)Forced Entry Resistance Test per FBC, TAS 202-94 00
along with.marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R,
dated 04/02/2013 and 06/13/2013, signed and sealed by David W.Johnson,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 9'x 7' 24 ga Model 950D Heritage
with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.03"
C. CALCULATIONS "Submitted under NOA #13-0503.08"
I. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013, signed and
sealed by Thomas L. Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A.,dated 02/09/2012, signed and
sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA #08-0718.03"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)-
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement Ietter of code conformance to the 5"1 edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/20.15, signed and sealed by Tomas L.
Shelmerdine,P.E. (S u ` ' L�
Is aq I. Chanda,P.E.
Product Control Examiner
NOA No 17-1010.05
Expiration Date: September 4,2018
Approval Date:December 14,2017
E-1
r •
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A_ DRAWINGS
1. None. .••••.
. . .... ......
B. CALCULATIONS ' ' •
...... .. .. ......
1. None •••••• •
.... .... . .
C. QUALITY ASSURANCE •
...... .... .....
1. Miami Dade Department of Regulatory and Economic Resources QUAT ......
. . . . ......
D. MATERIAL CERTIFICATIONS •••••'
1. None. •• •• .
E. STATEMENTS
1. Statement letter of conformance to FBC 2017(6th Edition) dated 09/11/17,prepared,
signed and sealed by Thomas L. Shelmerdine, P.E.
F. OTHER
1. This NOA revises NOA#15-0505.13,expiring 09/04/18
1 S�...,..� � • C.._In�+rl„1•.,
Ish6q L Chanda,P.E.
Product Control Examiner
NOA No 17-1010.05
Expiration Date: September 4,2018
Approval Date:December 14,2017
E-2
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SPECIFICATIONS AND NOTE
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2 EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF.,
+366.4 LBS/FT k -394.4 LRS/FT
3. DOOR AND HARDWARE WALL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4 DOOR SECTIONS SHALL BE 24 GA.(.0216)MAN.EXTERIOR SKIN
ROLLED FORMED,V//BAKED ON POLYESTER FINISH INTERIOR OF GARAGE "
5.DOORS UPTO T0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)5 1/2'R-TRUSS PER SECTION&(2) r 200A STRUTS AT BOTTOM SECTION MAX.WIDTH IWO'
6.DOORS OVER(4)SECTIONS REFER TO TABLE'S 1 AND 2ON PAGE 3
py(IC�pgy
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED •k�16e F7eai/C
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS DESIGN LOADS1 I I I I I I I I I I IpI•�Tlolo•a�
INDICATED ON IRIS DRAWING IN ADDITION TO OTHER LOADINGS +386.4 LBS/FT SEE NOTE 2
S. THIS APPROVAL REOVIRES THE MANUFACTURER TO DO TESTING -394.4 LDS/FT
OF ALL COILS USED TO FABRICATE DOOR PANELS TINDER THIS -�
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL HE
cood-
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASIA
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE
MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE
TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION PR0DUCTMfiVlSE0
FACILITIES. AND A NOTARIZED STATEMENT FROM THE roowplWaJ•wdEtl�fla•Fd� ac0oglyilgJBIIBA.AF jh
MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF YI.1dEM Dem Ekildlry Cede
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR Aooglroll.No � Ni. ,Og
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
NIY{ern(��kk Pmducr(tea)
AEW I DESQ"l or M.11SCa5 Iom BT
WOOD JAMB ATTACHMENT TO STRUCTURE
B TAMED 7 m mo 10/01 JORC
P Y 6 VERTICAI JAMB ATTACHWNT TO WD6n FRAME STRUCTURE 0 /DFD SRR?0H77TMYCT01 OT/DI/Ij HA
3/16'X 3'LAG SCREWS STARTINS 6'FROM ENDS THEN 12'DA;•(1 1/2'EMBEDMENT) gg
Tf VIK BOLT 3/e'X 4'STARTING 6'FROM ENDS THEN 24'6C C2 1/R'EMBEDMENT) MAX x1144' ?' 411f/Iflp &
ITV/RAHSET REDHEAD(RU-BOLT)3/8'.X14ILTI SLEEVE ANCHOR 3/8'X 2-3/4 A4'STARTINGNG 6' 06'FROMENDSTEN SITHENC22�DC.,C2H1 2''EMBEDMENT) DESIGN LOADS
i SIMPSCN L4'X 3'T7T SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS pamw C-90 BLOCK +45.8 PSF �s �.P `�EryS�F� 8d
-i9.3 PSF
(3'APART)AT 3 4' CI 1/2'EMBEDMENT)
HILT[1/4'%2-3/4')AT CON O+SCREWS STARTING 6'FROM ENDS,USE PAIRS[F o$F. 004
FASTENERS(3'APART)AT 6'OC,O 1/4'ENBEDHENT> a �
ttt ILTI SLEEVE ANCHOR 3/e'%2-3/4' STARTING 6'FRAM ENDS Tlf.14'INC.O 1/4' �' 'fl' ✓ :�" 2
` EMBEDMENT)OM,USE FASTENERS FOR HOLLOW C-90 BLOW � STATE OFLARGE MISSILE
77g g SLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH HOUNTING SURFACE. IMPACT V�o-_"LTn��"C P �T���` e
PREPARATION OF VOID JAMBS BY OTHERS RESISTANCE
g �.r�(�`sS�OFT
1 ! as CUNCRETE HOLLOW NIQCK GRQ1TEAaL ••• i i • • FN FL pAAfT/ONA„��1`` y�
STRUCTURE STRUCTURE STRUCTURE ST!•1CTIBCf• • • • •
� 163 CAUTAGE CONT VUlEld74N.C11,HC. II7=VWAKAIMGIW
L� ww
EE R-3/4'MIN 1-1/2'MTN 4' MODEL 060 TIRRITAGS(24(CA) 1000,2000
TYPE JA11B 3' ••• • • _ !i�•SHORT,]AHC,FLUSH,SUMMITMODEL 656 OAX 124
OAK SUMMIT PA1000. NELS
• ••• • ••i i • ••• •Iffi 4BM N ATE DME W/H/0T DAAIAD,-169
AVAILABLE TRACK CONFIGURATIONS IRC-9516-159-26
N.T.S. ••• •• ••• ••• ••• =IG3
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
STRUCTURAL SOLUTIONS,P.A.* Project-No.: 18-002
5921-G West Friendly Avenue Date: 2/19/2018
Greensboro, North_Carolina 27410 +
i
NC Firm #C-1096
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1
for Components &Cladding, based upon the design parameters listed below, using the Load Combinations
in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th Edition (2017).
. . .... ......
Building Address: 893 NE 96 St •
Miami Shores, FL 33138 - ' ' •
...... .. .. ......
. ...... . . .
4' Garage Door Width:..".. 16.ft
.. .....
Garage Door Heigh: 7.5 X •
Basic Wind Speed:•'••• 175moh: ......
Exposur$:";•; C • •0
Mean Roof Height: � 16.254.:. 0"0*0
Least Overall Horizontal Dimension of Building:." : 26h .
Distance from left building corner to edge of garage door opening: •'•'
Distance from right building corner to edge of garage door opening: 2 ft
Roof Slope: any slope
Positive Design Pressure = 34.2 psf
Negative Design Pressure = -38.1 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
i
t The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used.in conjunction withgarage.doors that are
manufactured by Entrematic.
L '
.•'�� *'
No. 48579 ,
* ` Y
STA OF
•, A
' I
STRUCTURAL SOLUTIONS, P.A.* --(*dba Structural Solutions of North Carolina,Inc., FL Firm #29412)-
Thomas L. Shelmerdine,-PE (Florida PE #0048579)