WS-18-818 . i
1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
f
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-301163 Permit Number: WS-3-18-818
Scheduled Inspection Date: April 16, 2018 Permit Type: Windows/Shutters
Inspector: Naranjo, Ismael
Inspection Type: Final
Owner: ZEICHNER,TERESA Work Classification: Garage Door
Job Address:833 NE 99 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060340120
Project: <NONE>
Contractor: PRECISION DOOR SERVICE Phone: (786)516-2772
Building Department Comments
REPLACE 9X7 GARAGE DOOR Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-300874. CREATED AS
REINSPECTION FOR INSP-300473. CANCELLED BY ADAM ZIKNER
+ 4/5/2018 9:12
Failed ❑ cancelled by adam zikner 4/9/2018 12:01
cbpf
Correction ❑ •
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
a
April 13, 2018 For Inspections please call: (305)762-4949 I Page 16 of 23
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Permit NO. WS-3-18-818
Miami Shores Village ot Pennit Type. Windows(Shutters
1oo5ow.s.2nd Avenue ms
Miami Shores,FLnn1o8-0000 Per i Work Classification. Garage Door
Permit status:APPROVED
Phone: (305)795-2204
issue oate:3/29/2018 Expirati on: 09/25/2018
Project Address Parcel Number Applicant
833 NE 99 Street- 1132060340120 ADAM ZEICHNER
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
TERESA ZEICHNER 833 NE 99 Street
MIAMI SHORES FL 33138-2566
C6ntractor(s) Phone Cell Phone Valuation: 1,930.98
PRECISION DOOR SERVICE (786)516-2772 (561)800-6063
Total Sq Feet: 63
Type of Work:REPLACE 9X7 GARAGE DOOR Available Inspections:
No of Openings: I Inspection Type:
Additional Info:REPLACE 9X7 GARAGE DOOR Final
Classification:Residential Review Building,
Scanning:3 Review Building
Fees Dde Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# WS-3-18-66968
DBPR Fee $2.00 03/29/2018 Credit Card $76.20 $60.00
DCA Fee $2.00
Ed I ucation Surcharge $0.40 03/29/2018 Credit Card $50.00 $0.00
PeIrmit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
. �
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.
`
In consideration of the issuance to me of this permit, | agree to perform the work covered hereunder in compliance with all ordinances and regulations /
pert6iningthereto and instrict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this ponnx | ooavme responsibility for all work done uyeither myself, my agent; servants, or employes. | understand that separate nwnnno are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. ^
'
OWNERS AFFIDAVIT: I certiq that all the for goin information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning Fut�h�eore, I aut r' the b6ve-named contractor to do the work stated. March 29, 2018
1 Z4 , �Z" �
BLAIding Department Copy
March 29, 2018 ,
r
.Miami Shores Village RECEIVED
Building Department t�aR
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
d Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
NS 2}0��
BUILDING Master Permit No. V S
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ?) NG`'° pc}-rt1 �T
City: Miami Shores ! County: Miami Dade Zip: 33l3Y
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE:
OWNER: Name(Fee Simple Titleholder): "M _-2e;CI4>n e Phone#: r496—
Address: Os-3 99991,-K'54
City: ffAYA/ 6res State: FL. Zip: 19
Tenant/Lessee"Name: Phone#:
i Email: kd am-26r /l 1ne/' Ce,*"
CONTRACTOR:Company Name:t''2EC:1S10tJ �Q- V 1 C.0 +Phone#:-71(o'-4' t 5 70 1
Address: )ZZ�$`' 12.��1d `QST Su rra .30�
City: m l iG1 m t State: �� zip:3311',41
Qualifier Name: M W Phone#:�g(o"���'
4
State Certification or Registration#:CP-e-1330'7'?Z Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
?
Address: City: State: Zips
Value of Work for this Permit:$ l /.30. Square/Linear Footage of Work:
r
Type of Work: ❑ Addition
❑ Alteration " ElNew Repair/Replace E] Demolition
Description of Work: e_gPuKbGc " IX-7 G-_A4*2-A&_-ff
y`•;i w�. Ft 2Y`l`�
--57r ::xcs� sew:'.r a! -y,. �Sf. c..,. a 'r. .r'•.. .."`k: .� r,:!•
•. ! •{ er �� �!
Specify coi r of-color thr//u+ tile: ` k• �' `' e` r-rr Asa -' °
q i•.t i>�i X. i� b..5'A�� ✓ .�yy. .°A ',. Y •.;e.Y. •r.
.�_�• .. � r ;L.•�i l3�::fiy�3r:,p�p.,Yl� ak.�.:�.✓�.-.'M.r a .�1,.+'/•�.,w
Submittal Fee`$ �'°'"`" �"'�""�"+° Permit Fed$' CCF$ CO/CC$
t '
Scanning Fee$ Radon Fee$ DBPR$ zt 4 , c- Notary$
Technology Fee$ Training/Education Fee$ " Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
_(Revised02/24/2014)
1
Bonding Company's Name(if applicable)
BondingiCompany's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City J ` 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. '
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s;•h
"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.COMMENCEMENV)
Notice to Applicant: As a condition to the issuance o a building 9 `' `
pp f g permit with an estimated value exceed�ng,$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 p'o'sted 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
OWNER AGENT CONTRACTOR< ,
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
' .�>t • �-:.., r .1� � �•. ", •h .,ter.,. G
d`ay of �F.C3�-1A 140— 20 ,'Jr by day of,_.t—L(�(Z.0 A by
. ,
AtsAm Z Q G�IWEF- ;who is personally known to WIuaAM W AdDEiJ ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification.Ad who did take an oath.
NOTARY PUBLIC: _ 1 NOTARY PUBLIC:
k'
-moi ? ., .. f ,•q t f ti
Sign: Sign:
Print: Print:
Seal: =M04
Florld� Seal: r V1Pubric We ofFlorid�137785 My 00137785 a Expires
********************************** *************************************************************************
APPROVED BY AI�Fplans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
3/29/2018 Property Search Application-Miami-Dade County
"Y"' APPRAISER
OFFICOT OF 017HE PR'OPERT
Summary Report
Generated On:3/29/2018
Pr6perty Informations :
Folio: 11-3206-034-0120 ^~-
Property Address: 833 NE 99 ST
I. Miami Shores,FL 33138-2566 t
Owner ADAM ZEICHNER&W TERESA J #' {
833NE99ST `
Mailing Address MIAMI SHORES,FL 33138-2566
PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ
(1
0101 RESIDENTIAL-SINGLE '
Primary Land Use
FAMILY: 1 UNIT
Beds/Baths/Half 2/2/0 ,yr.,`'• �_ }.�J
Floors 1
Living Units 1
Actual Area 2,203 Sq.Ft ""' r
Living Area 1,615 Sq.Ft
Adjusted Area 1,951 Sq.Ft
Lot`Size 8,850 Sq.Ft Taxable Value Information ,
Year Built 1953 2017 2016 2015
County
Assessment Information
Exemption Value $50,000 1 $50,000 $50,000
Year 2017 2016 2015 Taxable V61ue $105,459 $102,262 $101,204
Land Value $265,791 $229,776 $212,488
School Board
Building Value $135,790 $135,790 $135,790
Exemption Value 1 $25,000 r $25,000 $25,000
XF Value $21,936 $22,120 $17,014 Taxable Value 1 $130,459 '$127,262 $126,204
Market Value $423,517 $387,686 $365,292 City
Assessed Value $155,459 $152,262 $151,204 Exemption Value 1 $50,000 $50,000 $50,000
Taxable Value $105,459 $102,2621 $101,204
Benefits Information
Regional
Benefit Type 2017 2016 2015 Exemption Value 1 $50,000 ' $50,000 $50,000
Save Our Homes Assessment
Cap Reduction $268,058 $235,424 $214,088 Taxable Value 1 $105,459 $102,262 $101,204
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Homestead Exemption $25,000 $25,000 $25,000 previous Sale Price OR Book-Page Qualification Description
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 09/01/1993 $121,500 16084-3930 Sales which are qualified
Board,City,Regional).
08/01/1981 $90,000 11185-1757 Sales which are qualified
Short Legal Description
MIAMI SHORES SEC 8 PB,14-33
E1/2 OF LOT 16&LOT BLK 169
17
LOT SIZE IRREGULAR
OR 16084-3930 0993 1
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 http://www.miamidade.gov/info/disciaimer.asp
Version:
I
Miami-Dade County Office of the Property Appraiser
Building Sketch Viewer
Folio: 11-3206-034-0120 Actual Area: 2,203 Sq.Ft.
Address: 833 NE 99 ST Living Area: 1,615 Sq.Ft.
Owner: ADAM ZEICHNER&W TERESA J Adjusted Area: 1,951 Sq.Ft.
Building Number: F17, of 1 Roll Year: 2017 Previous Next
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RECEIVED
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MAS 2'9.1018
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ONE + �� ' •
12•
N�Iq�12�57 GaRN R ......
z GRU 1' .•••• 0 1 ••
•
GIP:Glass Jalousie Parch ONE:One Story ••••••
......
• GRU :Garage,Unfinished •• • • •
•• • 00 0 • ••••
Click here to see all Sketch SubArea Descriptions •• •
Generated on:2/21/2018
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
M;a�Tti
Shires Vlilage
DATA
QY
APPROVED
ZONING DEPT
BLDG
WITH ALL FLDEI�AL
SU[3JECT TO COMI'LIN 1C1= s
TION
TY R01 CS AND
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MIAM!-DADE MIAMI-DADE COUNTY
ROME PRODUCT 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) www.miamidade.gov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 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 and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi jtion(AHJ). .0000.
This NOA shall not be valid atter the expiration date stated below.The Miami-Dade Count}rt;otiuet Controf�e ction
Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve they�Q have thisip educt or
material tested for quality assurance purposes. If this product or material fails to perform Jett%jacceptecl manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,madih,or suspgnJ the use vf....
such product or material within their jurisdiction. RER reserves the right to revoke this alWj4pte, if I i9�Otrmined�
by Miami-Dade County Product Control Section that this product or material fails to nae4.tUg requirerniis of tl ee .
applicable building code. 00000'5 '.;..'
This product is approved as described herein,and has been designed to comply with the Flosidejluilding Code, 0•
including the High Velocity Hurricane Zone. : 0 : 0 0 ,6 0*;
DESCRIPTION:Model 950 Heritage& 655 Oak Summit 1000,2000 Steel Sgctignql Garageeboor up
to 9'-0"Wide(DP+51:1;=603P. SS]
.. .. .
APPROVAL DOCUMENT:Drawing No.TRC-9509-180-21,titled"Model 950 Heritage&Mode1'635 Oak
Summit,(24 GA) 1000,2000, Short,Long, Flush and Oak Summit Panels", sheets /through 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,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#15-0505.11 and consists of this page 1 and evidence page E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
MIAMEExpiration Dat
DADE COUNTY NOA No 17-1010.03
Date:September 4,2018
Ij
Approval Date:December 14,2017
Page 1
I
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS "Submitted under NDA #13-0503.06"
1. Drawing No. ERC-9509-180-21,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 B dated 10/13/2011,prepared by Amarr Garage Doors, signed and
sealed on 06/13/13 by Thomas L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA #13-0503.06"
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab, Inc.,
dated 06/11/2013,signed and sealed by David W. Johnson,P.E. •••
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Go erosive "" •'••••
Environments per ASTM D1654&ASTM B117,prepared by ArchiW"Testis&Ini., Test
Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed byoQgy T.Hartman,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBGTAS 202-U ;••••;
2)Large Missile Impact Test per FBC,TAS 201-94 •••• .....
3)Cyclic Wind Pressure Loading per FBC,TAS 203-904,•; •• ••••.
00
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202W: •
along with marked-up drawings and installation diagram of 9'x 7' 21 ga steel gage-&or
Model 950,prepared by American Test Lab,Inc.,Test Report No.A7LNC 0129.pl-13R, ••••
dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 0 00 0 0•
4. 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 T 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 NDA#08-0718.01"
C. CALCULATIONS "Submitted under NOA#13-0503.06"
1. Anchor,calcuiations 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 01/25/2012, signed and
sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.01"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015, signed and sealed by Tomas L.
Shelmerdine, P.E. Is x,..
Is aq L Chanda,P.E.
Product Control Examiner
NOA No 17-1010.03
Expiration Date: September 4,2018
Approval Date:December 14,2017
E-2
i
s
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 (UR; •
D. MATERIAL CERTIFICATIONS .... .. ;••••;
1. None. •••• .. .....
E. STATEMENTS
.. .. .... ......
1. Statement letter of conformance to FBC 2017 (611 Edition) dated Q9%1*I/17,prepared, ...
•
signed and sealed by Thomas L. Shelmerdine,P.E. """ •
F. OTHER
1. This NOA revises NOA#15-0505.11, expiring 09/04/18.
Ishaq I. Chanda,P.E.
Product Control Examiner
NOA No 17-1010.03
Expiration Date: September 4,2018
Approval Date:December 14,2017
E-2
. . ... . . . ...
.. .. . . . .. .. .
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SPECIFICATIONS AND NOTES
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:
+230.0 LBS/FT JC -271.4 LBS/FT INTERIOR OF GARAGE
3. DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED PATH STANDARDS AS SET FORTH BY DASMA MAX.WDTH Bb'
4.DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTER FINISH
S.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOW
USE(1)3 5/8"R-1RUSS PER SECTION DESIGN LOADS moDuCT3TEVE(m
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2 Do 4•I•i3.leE will,lb.Fb"
ON PAGE 3 -271.4 LBS/FT b""sQm
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED - AKy1'ocoNo 0-/610-03
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS Eg6.Yl•4h
INDICATED ON THIS DRAYANG IN ADDITION TO OTHER LOADINGS.
B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL L n.I..�.••
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 LAB
SELECTED AND PAID BY THE MANUFACTURER. EVER(3 MONTHS,-4 TIMES A
YEAR,THE MANUFACTURER SHALL MAA TO THIS OFFICE A COPY OF THE TEST
REPORTS WIIT1 CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH ORODI1CrRMIS4'D PIiODU(;FRG'VSBR
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE a .1, guMhtbrFiwwa nooRlgyel�tt46T6eFkllA•
COUNTY UNDER THIS NOTICE OF ACCEPTANCE. w0di"C0431
Acomomm No
9 H4)iNb• se j8
�r
' Ro4lectC..Um
WOOD JAMB ATTACHMENT TO STRUCTURE TEY DE90EP001(FHT190N5 DAR er
P Y 6 VERTICAL. IAMB ATTACH14ENT TO VOM)FRAME STRUCTURF A lRFMtIGi T03TR I8',IlR1�ItfGT lDB)06-IF(09f/
5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 20'D.C.0 1/2'EMBEDMENT) A JUITMEDIORC2DO DN
I X
HILTI KWIK HOLT 3/8'X 4_1T
'ST11711 AR FROM EN➢S THEN 24'..l2 VR'EMBEDMENT) MAX SIZE �1y11111TTI//
HILTI SLEEVE ANCHOR 3/G'X 213/4'STARTING 6'FROM ENDS THEN 18'O.C.Q V4'EASEDRENT) AO ►/ r' v
ITW6AV[ET RTTCALHJANBEAD(ATTAiMFNT/TO MOLLWSTARTING
C-90 BLOCK�M ENDS THEM 24'4C.K2 L2'EMBEDMENT) DESIGN(LOADS
t���Pc',•+'�Sy���F���o �
SINPSON 1/4'%3'TI7EN SCRL'VS STARTING 6'FRON ENDS,USE PAIRS DF FASTENERS +61.1 PSF iiRii!!FF ��� : \GENS�r,4P
(3'APART)AT 8'D.C.O 1/2'EMBEDMENT) E ♦.r
-80.3 PSF lL ♦ ¢@¢@¢$
HILTI 1/4'X 2-314')AT CON- S1/4VS STARTING 6'FROM ENDS,USE PAIRS OF
FASTENERS(3 APART)AT 8•D.C.(1 I/4'EMBEDMENT) .yy�
?X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK(2000 PSI GROUT)
2
HILT[SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 22'0.C.0 1/4' `�
�} C5 EHBEDHENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) - STATE
5: & LARGE MISSLE %
IV 2
'LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH HGUNTHtG SURFAM IMPACT
_ 'PREPARATION OF WOOD JAMBS BY OTHERS RESISTANCE j�L I�t�A(t '.,,,R
WDOO CONCRETE 0
3 G i STRUCTURE STRUCTURE • T )cTORL• • TrT�j HL° : ••• �' rL s�ONA11 �i�`,, 9a
1/2'MINS 2-T t9N 1-11E'MIN 4'
U'CARAIA6E C0.ILT YMSTOH-SAL[M,NC 2)IW VWAMACR00N
22%6 JAMB MODEL 900 HERITAGE(24 GA)1000,2000
A7YP, 3'MIN MODEL 8 ()A%USHC4 0 OAE IIMM T PANELS
2000
SHORT,LONG, PLASH,,ANIT D
AVAILABLE TRACK CONFIGURATIONS • • • • • ••• ••• Ml WINDY 0.1DAIE MA2103 RW.N WM'
N.T.s. - ••• i • i•• •• • •• i i 6 OEM BY AK DAIE 03/10/43 IRC-9509-180-21
• • •• • • • • • • • SEH 1 OF 3
•
i
' 1
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDEDCenter Stile Location
HEIGHT SECTION CONFIGURATION) TOP DOOR SECTION HEIGHTS Section
HEIGHT etm #2 #3 1 #4 #5 #6 1 #7 #8 -Panel Type (Measured from Left Edge)
A B C D E F G H T "_.• n q a r F is Width 1st 2st 3rd
KQz••'_. ^: 1, 2 ; ( =_21"s 42s'` 21x" ft in
O ( 3 fN (1n)
. a13a52 _ u �- 7pJ12`. 13'6" 21" 21' 21" 21" 21" 18" 18 21" �
7' 6 1/2" 16' 37 58 761/2" �Y X4`3 .
Long 24.000 48.000 72.000
7 .0�`'`l. •' ' " i67 k �, I'm ,:..`'(,' 12161, 21" 18" 18" 18"
18" 1811 18" 2111 810 Bead 24.625 48.000 71.376
8' 15 1/2" 16" 34" 52" 70 88 1/2"1 r 1 n: 1 ¢"2 >xA.' 46 '9;OQ0' :� 3
7 -yAQ E °A 8':2 Long 24.500 49.000 73.600
9' 51/2" 13" 31" 49" 67" 86' 1001/2" ( 1" " " 8" 1 8` 1' 8 2MBead
26.125 49.000 72.875
1�- �2u „-. 1+ `188 18,E � 29
6. ��� � :�,...��Q��;�•_.:. . :;,;R��!`!,. �1�� _ .� >�.. �2.1'� =:�6 4��
�}3 2
.'I$,C3Tlr,X11 .' ,
10' 5 112" 16" 37" 58" 76" 94" 112112" 10'6" 21" 21" 21" 21" 21" 21" 8"425.000 50.000 75.000
r O'.w(T"r 2r« .' �" a Sr`i`7 %.a 00.' ,..„., 11 '�d pa '1 c1" _s`L1'� 51 X19" " �` 8A 25.625 50.000 74.375
11' .61/7, 16" 34" 62" 70" 88" 106" 1241/2". 9'6" 21" 181 18" 18" 18 21" 8°61_ rT " &i625.500 51.000 76.500
9 r�_ :;1"�? '. ��a�: sx; d s SSI 41��E;M��`�I�»�8� 8!6 26.126 51.000 75.875
12' 5112" 19' 37" 58" 79" 107' '118" 1361/2" 8'6" 21" 21" 21" -18" 21" $_:�; -;ori ,,.426;�5s,.
1.0.6 . 8'.8 Long
26.000 52.000 78.0000
13' 5112" 16 37" 58" 76 94" 112 130 1481/2" 7'6" 18" 18" 8'8 Bead 26.625 52.000 77.375
T'�za'�_� P "�."'8•�>'z_'��, $1,.,� �� � �r. 18,E �=a�0' �5 tE ? `�7,7A9`9_,r�,• i «V�n� ,���e8
14' 5112 18" 37" 58" 79" 100" 121" 142" 160 1/2" 8`f 10 26.500 53.000 79.500
6'6" 21" .18" 18" 21" 8110 Bead 27.125 53.000 78.875
TABLE .1 1A 4' c1:pt}.d
kHEIGHT
TRACK ATTACHMENT SPLICE g o Lang 27.000 54.000 81.375
0'j0 Bead 27.625 64.000 80.375
A B C D E F G H I J K L M N S
_. r9.' 'unnuu un 76n33 14 27 338 46 -56 68=s7 17^/ 1 02M OF WE" lux Or
O/O.0 3 yY HIRNWIt1 FEC'e0N til'O.�kA.SA® -as 301'
�.: E� � .. rr .., . Blsee sr3P 2vJ�b
81 311 141' 27" 381' 46" 5611 68" 78" 88" �L/L�.,�( B U9tIDAFHC QO IO/I}h,0r
MEMO
Ur 1 .t1 R� .�f �. r ,. RLeIOR 1wi�` MAX 512E `pr S u ti
• [ ,><. LCA ice. - 6•x 14' %♦Tl H�Ir�
I
1 n u u n n n n u 0 DESIGN LOAD p♦ 5,. -
9 3 14 27 38 46 56 68 GvKooucfAGv ,EAI o'
-. r ;.o•-u POUR',-,
x ll�s-... .i}� I' 7vr1 S8 _1 ,- ,I•s. - - rooelplriq*10dw fUnda -60.3 P a��
1001, +b,.,P
g.A P U������ ��$� �.�'�����f �88BI�w1ro6� a No 0048570 ,2
1 " 11 " " 11 " 11 " " " 11 A90!�b100 N" 0 fi ea m :• ,*
10 3 14 27 38 46 56 68 78 88 100 W 112
� IN / O •: � '� v•Cf: t�.{•1{{,/
� 6ar r� n4t ' �l'1Pi � ,66 r STATE OF .W
( �. .. �Rce M1ss� a e rVeo_g
T
1 " n n n n O " n " n " R ESSTA ' °ehsi•<p l�V 6`�ee
3 14 27 38 46 56 68 78 88 100 1'10 124 R .••
'c-:-jx--j,--,.,-1i„w 4 ,..,,.. .•... r � e'°e s/•SNA"E�♦♦�,e `�
11
R NCE
7�` ic �4 r7 � k6�: 6 w68� 7� 8 Ops �` " •i i i ••• • •• Fl roalnuaxtiN♦1 sN
12' 3" 14" 27" 38" 46" 56" 68" 78i1 8811 100" 110" 122" Nil ' •• • • .�ivtssu
0111
' q ?% �, p� '�, �j ., .( t •. . . . . wtuurcPbrfAe 2"`+� rr
r
0 ff«7, 1.:_ lir(t 'L� 1 .X' de s`S �vtf�.`A.x1 `,L _ .«t rre�i.T. •• •i ••• • r� ^!1 J l.(.l f
13'
11 1 3 141 II II 27 38 4611 11 II if 11 II Il II 11 56 68 78 88 100 114 122 134 148"
IGT CA9R4{GE(:GYT VDISTON-lALEM,1u: 17lD5 WV.NL3RRLD1
Ay MODEL 00 HXRITAGT(24 GA) LOCO,2000
rt f'•ell
MOM
,I,1, j1,A u II fi ,iu U: t i U�' 1, 11.• If �I, Iii .1 17 -,tom L,�• N] Cd11q C,plUpt MODEL 006 OAK SUMMrr(26 GA) 1000.2000
- r".,f�`�` '1• .�!� Z '^ .j - ' .`? 1 �.. 1� '!t :sa. y' _ "� 1 -iii •• 006
• SEORT.IAHG,PLUSH.AND OAK SUUWT PAN£L4
14' 311 14" 27" 3811 461' 56" 68'1 781' 88" 100" 114" 122" 134" 146"• 60". ;. •• • • • • sa WAN BT ar a+,c as/u/m ttuate An E
` ` • B GaxAre BY Ad I DAa IRC-9509-180-21
ALL TRACK ATTACHMENT SPACING +/- 2' ALLOWED VATH SYP OR SPF NO. 2 OR BETTER ONLY ••• •�• • • • • • • •• 3fL1 3 G 3
STRUCTURAL SOLUTIONS, P.A.* Project No.: 18-002
5921-G West Friendly Avenue Date: 2/22/2018
Greensboro, North Carolina 27410
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: 833 NE 99th St
Miami Shores, FL 33138
Garage Door Width •.• 9ft,,,• ••••�•
Garage Door Height!... 7, ft 0 ; .'
Basic Wind Speed" 175, r 1fe 0.00••
Exposure:,,,, C.• • ;•...;
Mean Roof Height-•0.0' 11:ft'00
Least Overall Horizontal Dimension of Building:•;••; 46;ft.••. ••:0.'
Distance from left building corner to edge of garage door opening• •' 1.5 ft!" •0.9.0
Distance from right building corner to edge of garage door opening • ; 8,ft 0 •••�;•
Roof Slop, ••• an�491I d ,
Positive Design Pressure = 35.3 ps
Negative Design Pressure = -40.4 psf
Design Assumptions:
The building is considered Enclosed as defined in ASCE 7-10
The Topographic Factor for the building is 1.
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 with garage doors that are
manufactured by Entrematic.
• �a
y ev
4
a VV •
No.48579
i
*. STATI�O
I • • `
.40P
�•�• •fie •+..�••'�• +
STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412)
Thomas L. Shelmerdine, PE (Florida PE #0048579)