WS-16-259 Miami Shores Village
k
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
:ter r 1 w � ,. ,
Phone: (305)795-2204 r ....: Rz '
Rb 1 a �, .., i �. , a �,u, � €. _� -w 9119.,
a �r m
£,
Expiration: 0 2016
Project Address Parcel Number Applicant
262 NE 107 Street 1122310130561
Miami Shores, FL 33161-7062 Block: Lot: JAMES DEANE
Owner information Address Phone cell
JAMES DEANE 262 NE 107 Street (305)607-5996
MIAMI SHORES FL 33161-7062
Contractor(s) Phone Cell Phone Valuation: $ 1,749.00
ADCO OVERHEAD GARAGE DOOR IN
Total Sq Feet: 00
Type of Work:REPLACE GARAGE DOOR 8"6"X 7"1"F Available Inspections:
No of Openings:1 Inspection Type:
Additional Info: Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80 Invoice# WS-2-16-58507
DBPR Fee $2.00 02/01/2016 Credit Card $50.00 $77.80
DCA Fee $2.00
Education Surcharge $0.60 02/04/2016 Credit Card $77.80 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $127.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating
construction and ing. F rmore,I uth ' e the above-named contractor to do the work stated.
February 04,2016
;FZorffed Signature:Owne / Applicant / Contractor / Agent Date
Building Department Copy
February 04,2016 1
Miami Shores Village 7FD
Building Department FEB O 1.,2016
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY'
`j Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20/y '�
BUILDING Master Permit No.M45 M - Z!
PERMIT APPLICATION Sub Permit No.
[O/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP
^--� CONTRACTOR DRAWINGS
JOB ADDRESS: C
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#: ( —( c;?31 ML i Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): r�Q Mec7 Decl M Phone#: 3CY-5 foo-7 5Q%0
o�g N - 'D-7 5T
City: .Q-MI bQrP_S State: — Zip: 3 313
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name:Mm ® &0 no ae- bg=cs X00 Phone#.3®5-g€S15_j3 Z-5&
AddresAs:� 75-7-2 hLW 50 S
City: State: 1_. Zip: 33 Q
Qualifier Name: W9 mkP-AQ 'iePhone#:507 895 & K3 o
State Certification or Registration#: Certificate of Competency#:Cg-Sq 00.1 q5
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 1'7q q•00 Square/Linear Footage of Work:.
Type of Work: ❑ Addition ❑ Alteration ❑ New �epair/Replace ❑ Demolition
0
Description of Work: CSG 2 4.7e `
!�tE !K- ur- 0Q, Top "p4tutoz' 6"gs)-
Specify color of color thru tile:
Submittal Fee$ -5 IQ -®61 Permit Fee$ cx) CCF$ ( 9JO CO/CC$
Scanning Fee$ - Radon Fee$a-Cp DBPR$ -� Notary$
Technology Fee$ t® Training/Education Fee$ 0 , 60 Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ '
(Revised02/24/2014)
M M
It
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 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 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 ins ee will be charged.
Signature Signat
OWNER or AGENT CONT
The fore ooiiang instrument was acknowledged before me this The foregoingins trugmee�n't�was
Aacknowledged before me this
(9 ay of .20 by V of v "r`" 20 by
D` -who is personally known to ��F&Wbpersonally known to
me or who has produced F� L as me or who has produced as
identification and who did take '"t1l; HUMSM0FERNANDEZ identification and who did take an oath.
NOTARY PUBLIC: sti MY WMISSION f FF 181641 NOTARY PUBLIC:
EXPIRES:December 1,2018
'"�a � @orld6C?t�N @u�et Notary 13ervkea
eiU
Si Sign:
Print: Print-
Seal: r01 Y•PVBli�, HUMBWOFERNANDEZSeal: �.,uu�i.
* * MY lX1WISSION 8 FF 181641 ""° SANDRA GALANO
EXPIRES:December 7,2018 ?�: :�' Notary Public-State of Florida
�rR�fOF Ft�`O� WNThru@udpet Notary servio sc, ` :���My Comm.Expires Aug 15,2016
rammission# EE 827190
*��***•+x�x�x��*a�x��xt������e*** a��x* �a�*�*mx���ex�*�w�*******wx�w�a�x�a� �xs�x**x����
I
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
FEB 41,2016
1-Story house, 12 Ft. max. main roof
KNINM
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AD
Elm U AV
mmok
0 mum
PERMIT #:
Miami Shores Villa e
APFROV'ED BY
DATE rprf\
ZONING DEPT
BLDG DEPT /
SUBJECTi'O CC1VIPLIAINCE WI'1'y ALL FEDERAL
STATE ANS ,l1,L�ES AND REGULATIONS
•
•..••• • • 12
••••• • • ••••••
..... .... ....
7 !�FF
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'WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR ® COMMERCIAL SIZES
175 MPH, EXPOSURE Cl 2010 FLORIDA BUILDING CODE (ASCE?-10)
DADE CO., FLORIDA = C
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO BASED ON kwy%w
THE FOLLOWING ASSUMPTIONS: ����� ���U��
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5)
ACCORDING TO ASCE7 CALCULATION METHODS. A Grtff«n GcX
2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE.
3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1.NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN
ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN
PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE Z:DOORS LARGER THAN THOSE LISTED-MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN
PRESSURE DECREASES AS OPENING SIZE INCREASES..FOR EXAMPLE,A 16'x10'OPENING CAN-BE ASSUMED TO HAVE THE SAME
DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
UP TO 15' 16' 17' 18' 19' 20' 21'
8'x7' +35.6 -44.7 +36.0, -45.2 +36.4 -45.7 +36.8 -46.3 +37.3, -46.8 +37.7 -47.3 +38.0 -47.7
w 8'x8' +35.2 -44.0 +35.7, -44.5 +36.1, -45.0 +36.5 -45.5 +36.9 -46.1 +37.3, -46.6 +37.6, -47.0
N
55 9'x7' +35.3, -44.1 +35.7 -44.6 +36.1 -45.1 +36.5 -45.6 +36.9 -46.1 +37.4-, -46.7 +37.7, -47.1
C7 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2 -44.9 +36.6 -45.4 +37.0, -45.9 +37.3 -46.3
z 16'x7' +33.8, -41.1 +34.2 -41.6 +34.6 -42.0 +35.0 -42.5 +35.4 -43.0 +35.8, -43.5 +36.1 -43.9
a. 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2 -41.3 +34.6 -41.8 +35.0 -42.3 +35.4 -42.8 +35.7 -43.1
O 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0 -42.4 +35.4, -42.8 +35.8 -43.2
18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
22' 23' 24' 25'
8'x7' +38.3 -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4
Lu 8'x8' +38.0, -47.4 +38.3 -47.8 +38.6, -48.2 +39.0 -48.6
N
05 9'x7' +38.0 -47.5 +38.3, -47.9 +38.7 -48.3 +39.0 -48.7
C9 9'x8' +37.6 -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0
z 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4 -45.4
w 16'x8' +36.0 -43.5 +36.3 -43.9 +36.7 -44.3 +37.0, -44.7
O 18'x7' +36.1 -43.6 +36.4 -44.0 +36.7, -44.4 +37.0, -44.74Yt������r�i
181x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 ��"kx'
x� � d
�.
THIS CALCULATION SHEET IS ONLY VALID No 63286
FOR THE FOLLOWING BRANDS: CLOPAY, : •:�*: : : : • ?�`
IDEAL, AND HOLMES. ••• •••voSTATE OF ;Rte.
Scott Hamilton P.E. ... .m];` ` i �.•,, ,�,
8585 DUKE BLVD.
MASON, OHIO 45040 � �'_ ;• �� �t `��
(513) 770-4800 , lgnat�re 5/17/2012
FLORIDA P.E. No. 63286 ••• ••• •
File: DADE CO WORST CASE 2010 R01 [RETROFIT] • • • • • • • •
M IAM I- MIAMI-DADE COUMT
PRODUCT CONTROL SECTION
DEPARTMEN OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) WWW.Miam1dade.goyleconoin
Best Rolling Doors,Inc.
9780 NW 79th Avenue
Hialeah Gardens,FL 33016
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 RFA Product
Control Section 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 Section
(In Miami Dade County) and/or thq 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. RER reserves the right to revoke this
acceptance,if it is determined by Miami-Dade County Product Control Section 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. 1
DESCRIPTION: Model SIO-6565 3014%"Wide Steel Roll-up Door
APPROVAL DOCUMENT: Drawing No.6565 2009,titled`Model S10-6565';sheets 1 through 3 of 3,last
revision dated February 25,2015,prepared by Best Rolling Door,Inc,signed and sealed by Joseph H.Dixon,Jr.,
P.E.,on March 20,2015,bearing the Miami-Dade County Product Control revision stamp with the Notice of
Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: barge and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the
positive and negative design pressure rating,indicate impact rated,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 ofthe 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.
LIM(TATION:Roll-up mechanism is not part of this approval.
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 1s displayed the it shall be
done in its entirety. : . . . . .
INSPECTION:A copy of this entire NOA shall be provided to the user by the mart facto r r c; �s distrr`b�AL�i d shall be
available for inspection at the job site at the request of the Building Official. so
This NOA revises&renews NOA 012-0124.10 and consists of this page 1i.evideace subruittad pages.$0&E-2,as
well as approval document mentioned above. 0 . .
N$.yS!
The submitted documentation was reviewed by Helmy A.Maker,P.E. •• •• . .
NOA No.14-1006.06
rpahunaoE comm .�. E Ixati[itr.Date:01/27/2020
ov11D$te:4'S/1412015
.:. :••': •.• .:. :'�'; Pagel
Best Rolling Doors,Inc.
NOTICE OF ACCEP'T'ANCE: ]EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.6565 2009,titled"Model 810-6565",sheets 1 through 3 of 3,dated
04/06/2009,prepared by Best Rolling Door,Inc,signed and sealed by Joseph H.
Dixon,Jr.,P.E.
B. TESTS "'Submitted tender NOA #09-1103.05"
1. 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
4)Tensile Test per ASTM A370-05,
Along with marked-up drawings and installation diagram of Model S 10-6565 Steel
Garage Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL#5589,dated 01/13/2009,signed and sealed by Michael R.Wenzel,P.E.
C. CALCULATIONS "Submitted under NOA#09-1103.05"
1. Calculations for attachment of"C"channel guide to steel or concrete jamb,dated
07/23/2009,prepared,signed and sealed by Joseph H.Dixon,Jr.,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their
Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring
on 01/11/17.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC,dated 01/03/2012,signed and
sealed by Joseph H.Dixon,Jr.,P.E.
"Submitted tinder NOA#09-1103.05"
2. Statement letter of no financial interest,dated 10116/2009,signed and sealed by
Joseph H.Dixon,Jr.,P.E. .. ... . . . . ..
. . . .. . . . . .
. ... yak.Makar.P.E.,M.S.
PradttFt Gbn rol Tl'n�1rS� wmor
•: ;• ;• : N04 tion 11406.06
•• Pxpirartlon Date:0110/2020
Approval Date:05/1412015
E"I ... . • . . ••. .
... . . . ... . .
Best Rollin¢Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NEW INFORMATION SUBMITTED
A. DRAWINGS
1. Drawing No. 6565 2009, titled "Model S10-6565- sheets 1 through 3 of 3, last
revision dated February 25, 2015,prepared by Best Rolling Door,Inc,signed and
sealed by Joseph H. Dixon,Jr., P.E., on March 20, 2015.
B. TESTS
1. None.
C. CALCULATIONS "Submitted under NOA#09-1103.05"
1. Calculations for attachment of"C"channel guide to steel or concrete jamb, dated
0211512015,prepared signed and sealed by Joseph H Dixon,Jr., P.E.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department ofRegulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2014 FBQ dated 0312012015,signed and
sealed by Joseph H.Dixon,Jr., P.E.
4141 ... . . 4141 4141 '
4141 . . . . .
41 0 0 0041 0
H y A.Makar,PX.,M.S.
41'41 ':'Prodd Cdatrol rfig$jUrvisor
: . : : N®A4114o.V1-:006.06
•41 41' :' 11pla4ion Itatt:M07/2020
Approval Date:05/14/2015
E-2
4141. . :
:4141 . ... . .
.
. . .
41 :4141.. . . .
. 4141 . . 4141 .
. 4141 4141
... 4141. .41 V 0:
GENE2AL NOTES:
1=110LL Lm DOOR$NOWN ON THIS PRODUC APPROVAL ooCUMENT HAS
DESIGN EOINACCORDANCEWIiHTF�FLORIDABUUDIN6C0�Ul7E8TEDITWN.AS
ALARGEMISSPE1MPACTRESISTANTSYSTEM.
NOOD•240A
IOpHO aA a 9SULA��B1T✓ERML THE ROLLUP DOOR RATING FOR THEDESION WIND PRE611RE IMPACTANO FATIGUE
e RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH THE TEST PROTOCALB FOR
G
14I0HVE=TYHURRICANE7jDNE8.TA&201,TAS202&TA84M
s
a DBSIGN PRESSURERATWQ:+88,0,48.0 POP
PLAIN INSULATED 2-"TTOSEAA*fALA•8 ORBOSTALCTUWQtLMMOTEMWrrHMIC"-W=
e AVID MOALVANIZWG PERAWALA•0R1,ORA I-Q1 04 BERIES4 STA911.E83S1'EEL
FLAT SLAT—DETAIL(DMAWFAC1TTRRDWITHAUMMUMYMWSTRENMWFY-BOKSI.
SLAT 3 S.WINDLOCK611GAPLATEDSTEEL ASTM A4011
4-ALL RWW TO BEAJ.S.L 1098 WEB,CADMIUM PLATED,STAKE858TESLORZIND
GUIOF-RAILPLATEDWrt)r-3?AWPSL
8&WBULA'TION MAWJ&SHALL BE EPS-EXPANDED POLYSTYRENE WS JI AWX
3 MANUFACTURED BYDYPLA8T PRODUCTS LLC COMPANY,DARE COUNTY NOWA OF
A ACCEPTANCE8114828.07
S DOOR MAY EE INSTALLED ON THE INSIDEOR OUTWDEOFAN BXTBRIOR WALL,DOOR
IMPAOTEDONBOTHSIDE
R DETAE. 1 7-GUIDE DETALS DAN BE USED 1N ANYCOMSINATION. .
{PAG,2) O SCALD FORMED STEEL GUIDE TO HAVE MWIMUMYI{:1D STRENGTH CF 50KSL
O•CONTRACTCRTO BH REBPCN8IBLEFCRTTIB SBLSCTION,PURCHASSAND WSTALLATroN
AIL O OF THIS PRODUCT BASED ON THIS PRODUCTAPPROVAL DOCUMENT:THE CONTRACTOR
SHALL ENSURE THAT THE WALL CAN SUPPORT THE JAMB FOM WDIDATE GNTHIS
DOCUMENT,CONSTRUOMN BAFETY AT SITE 18 THE CONTRACTORS RESPONSM11.DY.
-R•�30'•4 Y.'CLEAROPENOTGWID'Di(mex)�d- " • 3
COILSIDE ELEVATION SIDE ELEVATION
BOTTOM SLAT
•• ELEVATION-DETAILJ
BorroM SLAT BOTTOM SLAT—DETAIL�2
W- 4i, ENG.NAME;JOSEPH H.D}XON JR P.Et` ttti3111 // DADECOUNTYAPPROVAL FL 7768
•••••. • • m��� Nvi.Dt�r /i�r LaleetE�9orIo1F7aidaBufldl�OCode
•••�• • • •••••• os ,�� (GQ•........•.fl 7
(� ,�' !� RouDltisrEEl DGOR
•... •• �I •....• ��sWMutoTned6 4`,,_el°'%cErvs�,�•v� aa»11rrt+ e9Ps� Model S10-6565
i•••• • ••�� •••• emr�em! -lo p RtD.7Y68
••••• odoo ••••• WINDLOCKS—DETAILO 0 uaw e • t STATE OF
,s •i••• ?
et �4/, BEST ROLLING DOOR,INC, DRAWN BY DRAWN No
•••;� P•' � B.D.
•• ••
WIT.
z �e�, QR10�• �.� SMN.VI170AVENUE 866512088 02
•i••• �e HULLIiAFIOARDT318,FLORIDAS3018 REVISED:
• • %! PH:30688B•m FAX19D8.6984M 021z8H9 SHEET 1 OF
• , tt aMnvkastd04TJ18
3 ze►r,-
• tt
T ,A>s ANCHORAGE TO JAMB SCHEDULE,24 GAUGE
DOOR
' OPENING ewb ANCHORSTO CONCRETE JAMB FIELD WELD TO STEEL JAMB WALLANGLETHIgWESS
vx WIDTH end fo-4000 basad ontnlnimumwe0 Ihklareas:3118" Gr60 =50ltei
In We0 to t2tarml Geide Channel Gtdde
1166 Kwik Boit 3 Plug Weld PWQ Wald
Wa6Angle Chazmalto E-we Z-GtOde
x w6eciffmot x smcft to Jamb WhIlAtmIs d.d omwelefto
awc 30'4-112" 1.50 60x4 @8W0,0- SdBdia.x3118 6Vft.x3n83t8" 318
Vy 2b'4P 1.80 518x4"@9Wo.a St8"dia.x3118• WBdia.x3N8° 5M8° 6118
aumm.att>�aarnx.•C'0 a 8 o a air=
20'-0° 1.50 618°x4°®13Was 5Vdiax3/18° 5WdkLx3/18 1i4° 114°
EXISTING STEEL 618 SEE SCHEDULE air as a 14"o.a
STRUCTURE
REQUIRED 180° 1.00 6!8°x4°Q18oa 6W&Lx3118 6t8dfax3n6" 114" 114"
@ 14°as ®14°oa
• 2000°
I 14'-0" 678 bib°x a"Q 18°o.c. 5!8"dte.x 3116° 5t8°dta x3118 3118° 3110°
�14"ox— Q14°oa
1280
h 12.0° 0.50 518x4°(�18°o.a SIB"diax3J18• StBdim x3n8° 3118 3M8°
t (�14•oa X14"aa
has8mY90LT6Wx xrwwAafo:x
6WT.F4WQVra RW"1 n.a=T 7Q .8'-0" 028 818"x4' 18°oa 518¢taxXie, 6B•dfaxw10° 3n8 3118°
•+maa CHANNEL GUIDE{Cone? ® Q 141 oA 014•as
WINDIAC:KATEVERY OTHER 4•-0° am SWx41Q18aa 5ffdia.x3n6° 6Vdtax3118 3t18° 3118
SLAT INCLUDING BOTTOM SLAT (,p 14"o.m
STEELJAMB°E"
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SUMMARY OF ANCI1ORAGX CALCULATIONS
11u lwuln8 Door, 'Vx and Vy FORCES FOR VARIOUS DESIGN WM LOADS
WWbid�++1--6s wt 24 gage slat(0,0239°)
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SIP umic imIn 141)In Mal Design Wind Opening Design Vx VY
e3ttamtryForce Load Width Slip
PositlwwhuLPIPf IMpit 2002 pit 3367 pit 4s25PIf {1181} an.) (]blit) (lbm)
Kgadwwk"Lpinf 1693ptf 2002p1f 3367pif 4525p1t
vxandvyFom" 12'•0" ti 1213 302
Positivew1w.va 1659pif I943pif 3271 p1£ 4418ptt 16;00 I ^1454 402
NW11"Wind,Vx 1659 PT 1943 pit 2290 pit 3271 pit 4418 plf
Fostew WWI VY 393 pit 523 plt 653 pit Sts Pit MOT +501-50 21740" 1 A 1739 502
Nwtive Wlod,vy 393 pit 523 pit 653 pit Sts pit 990 pit 2Y-V IIA, 2501 627
C.Cttkwelded 30'-4'/s" 1•'/a 3389 • •761
Slectroklm ETOIm a70xa MQ= 67000 E70xx 12'-0" '/a 1362 332
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Mohs danxier 5J8' SB• s✓e° S/s° s/8° 155/-55 20'•0" 1'/a i923 552
we`�laeteiateee,minfinm v V16 and, 3/16 3n6a 25.0" 1'A 2758 690
ILefd>r am,Btoro/oata 1a°aa Ia°o� I4°oa 14°oa 101" 30'-4%" I A 3932 838
Holediat•ta ".wem sts° s1a° s/g" s/a• 12'-0" 'h 1510 •362
waldwo a 3116 116pin Mas t� 16'.0° I 1782 483
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Spadng 14"aa 141aa 1210a 8"aa 6'h10a +601-60 20'-0° l A 2106 603
GOttu[e,comwetesachars 25-0" 1'h 3014 752
conmde:amtgm,$ 4000psl 400D pd 4000pd 4000 psi 40000 3V-4 ya" 1 Y 4075 .914
tea am plzCp 467 pit 547 pit 691 p1f 920 Fit 1243 p1f 12'•0" %a 1659 393
comwe"10%mcp 74 pit 24p 38 pit 105 pit 253 pit 160" 1 1943 523
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