ACT-14-1184BUILDING
PERMIT APPLICA
Permit Type:
JOB ADDRESS:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
M10111ztli
0 V014
FBC 2010
Permit No. l
Master Permit Nasi "' t
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes
NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): B&L REALTY HOLDINGS, LLC Phone#: 305-519-6968
A.iA- -. 3900 NW 2ND AVENUE
City: MIAMI
TenantlUssee Name:
Email: BROMLEYM@GMAIL.COM
State: FL
CONTRACTOR: Company Name: JORGE ENTERPRISES, INC
Address: 5990 SW 22 STREET
City: MIAMI
Qualifier Name: JORGE
FL
State Certification or Registration #: CSG 1 °5 ! -.2- Z' (.5 Certificate of Competency #:
Contact Phonet 305-219-3448 Email Address:
33127
305-525-7824
Up: 33155
305-219-3448
DESIGNER: Architect/Engineer: r=r—!!qt--New VLL.C. Phone#: G'n)L1- a 19-- 4-x-9
Value of Work for this Permit: $ 9150 --Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ®New ❑Repair/Replace❑Demolition
Description of Work: PLACE TWO AWNINGS ON EXISTING FRONT EXTERIOR WINDOWS AS ELEVATION
DRAWINGS pe✓
Color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $bLi - D
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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. /_
Signature Signature
wne r Agent Contractor
The foregoing Ptrument was acknowledged before me this 3RD The forego' g instrument was acknowledged before me this 3RD
day of JUNE 120 —,by MICHAEL BROMLEY day of JUNE , 20 _, by j���e-„-�i�
who i on y o to me or who has produced who i ersonal y o to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:rF -'
Print: RONNI BLANK ,�` ..
�. 573
My Commission Expires:„> EXPIRES October 01, 2014
(407 98 U1S3 FlorWeNotaryServ=.com
APPROVED BY
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
NOTARY PUBLIC:
Sign: v.”
Print: RONNI B J'% RONNI _4NK
MY COMM61, ISSIC); I E000573
My Commission °l' EXPIRES Octot: J1,2014
10
(407) 3(x8-0183 FlcrtdaN2!o2£1?:,Iiv rnm �-
1�
CS✓ � G Zoning �%
r r
Clerk
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALLAHASSEE ' FL 32399-0783
JORGE, GONZALO
JORGE ENTERPRISES INC
5990 SW 22ND ST
MIAMI FL 33155-2229
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque restaurants,
and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to
serve you better. For information about our services, please log onto
www.myfloridalicense.com. There you can find more information
about our divisions and the regulations that impact you, subscribe
to department newsletters and learn more about the Departments
initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
customers. Thank you for doing business in Florida,
and congratulations on your new license!
RICK SCOTT, GOVERNOR
LICENSE NUMBER
DETACH HERE
(850) 487-1395
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND
PROFESSIONAL REGULATION
CGC 1512265 ISSUED: 05/20/2014
CERTIFIED GENERAL CONTRACTOR
JORGE, GONZALO
JORGE ENTERPRISES INC
IS CERTIFIED under the provisions of Ch.489 FS.
Expiretiat date : AUG 31, 2016 L1405200001251
KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CnNSTRUCTION IN13USTRY LICENSING BOARD
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
JORGE, GONZALO
JORGE ENTERPRISES INC
5990 SW 22ND STREET
MIAMI FL 33155
00=2
Local Business Tax Receipt
Miami—Dade County, State of Florida
THIS IS NOT A BILL — DO NOT PAY
5917613
LBT-
BUSINESS NAME&OCATION RECEIPT NO. EXPIRES
JORGE ENTERPRISES INC RENEWAL SEPTEMBER 30, 2014
5990 SW 22 ST 6172886 Must be displayed at place of business
MIAMI FL 33155 Pursuant to County Code
Chapter BA — Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
JORGE ENTERPRISES INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR
Worker(s) 1 CGC1512285 $75.00 07/02/2013
CREDITCARD-13-001034
This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt Is not a license,
permit, or a certification of the holders queliticktImm, to do business. Holder must comply with any governmental or
nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0. above must be displayed on all commercial vehicles — Miaml—Dade Code Sec ga-276.
For more Information. visit vV v miamidede.gov/taxcollector
6M
04
10-05-2012
a� WE
JEFF ATWATER STATE OF FLORIDA
CHIEF FINANCIAL OFFICER' DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * *
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 12/02/2012
PERSON: JORGE
FEIN: 204782185
BUSINESS NAME AND ADDRESS:
JORGE ENTERPRISES INC
5990 SW 22ND ST
MIAMI FL 33155
SCOPES OF BUSINESS OR TRADE:
1- LICENSED GENERAL CONTRACTOR
EXPIRATION DATE: 12/02/2014
GONZALO
IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this
section may not recover benefits or compensation ander this chapter. Pursuant to Chapter 440.05{12), F.S., Certificates of election to be exempt... apply only within the
scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt and certificates of
election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or
certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person
named on the certificate to meet the requirements of this section. (IUESTIONS? (850) 413-160
DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA
WORKERS' COMPENSATION LAW
EFFECTIVE: 12/02/2012 EXPIRATION DATE. 12/02/2014
PERSON: GONZALO JORGE
FEIN: 204782185
BUSINESS NAME AND ADDRESS:
JORGE ENTERPRISES INC
5990 SW 22ND ST
MIAMI, FL 33155
SCOPE OF BUSINESS OR TRADE
1- LICENSED GENERAL CONTRACTOR
IMPORTANT
F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
0 elects exemption from this chapter by filing a certificate of election
L under this section may not recover benefits or compensation under this
D chapter.
Pursuant to Chapter 440.05(12), F.S., Certificates of election to be
H exempt.. apply only within the scope of the business or trade listed on
E the notice of election to be exempt
R
E Pursuant to Chapter 440.05031, F.S., Notices of election to be exempt
and certificates of election to be exempt shall be subject to revocation
if, at any time after the filing of Thq notice or the issuance of the
certificate, the person named on theSotice or certificate no longer meets
the requirements of this section for issuance of a certificate. The
department shall revoke a certificate at any time for failure of the
person named on the certificate to meet the requirements of this
section.
O:UESTIONS? (850) 413-1609
CUT HERE
* Carry bottom portion on the job, keep upper portion for your records.
DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11
JORGE-1 E`'I
nn
CERTIFICATE OF LIABILITY INSURANCE
_ ,iP.i : ° , b! ;� _ , '•;. ''; �; .# - t':.. �•. !: .:W W ' •.: W �._ a :: i - SY :R; 'r W
THIS IS TO CERTIFY THAT THE POLOES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REOUIVEMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO UiA-IICH THIS
CERTIFICATE MAY SE ISSUED OR MAY PERTAK THE. INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS ANI? CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
YPEOF fRSURANC
RAWL
POLICYRUNIM.
Pb
GENURAL LtAB1LI7 V
CLAIi�iS-M 4pE Q i}
X $260 PEI'ded. ...
'
"-*owl 1503-0
12iil=3
11111=14
EACH OWAURREWX S 1,080,
� 100,
RBED Exp ono wsa } -MM)
PERSONAL& ADV WJURY
GENERALAGGREGATE $ 11000. .,
CJ --WL AGGREGATE LIMIT APPLIES PER: j
X POUCYM [71 Ll LUC
PRODUCTS • f.OMPIOP A 9
!Emp, son. S EXCLUDED
AUTOMOSIX UAiU OY
AW AUTO
ALLOWNeD AScHE D
AWOSHIRAUTOS I UTOOS�dED
ED
I
j
j
ED R'Mjz Lima
6OD1LY "Am (P-porsoit) S
SOMLYINJURY (P>�f9Celt�att} -s
S
UVSRELiAtimCsGGuR
oCES$Las
HOLAIIMS-MADF
EACH OCCURRENCE S
ffi
_AWRE(5ATF
RI TEun
M S
WOMMS TION
AND EMPLOY' UAIRUTY
ANY PROPRIETGSkiiFl fi )TSi:RJEECUI7IN
VE Y
oftod n II EXGLUf3irt34
re dose
OF bow
N f A
_
A,
,L EACH ACC11EEN I
_E
E L. D(SEAI)E- ER EMPLOYE $
E L DISEASp - f7flLtCY LIAAIT S.
OP QPMAtI "t LOCAT[ONS I WMICLES (AMO ACOM IQI. I Remsetas saea,a:dul% ff mens 000,M is yBCP&eM
Carpentry -interior and siding insualation.
s.. TUU
toil
q . .
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project
prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate
officers or members of a limited liability company (LLC) in the construction industry may
elect to be exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or in the case
of an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members
are allowed to be exempt. Construction exemptions are valid for a period of two years or until
a voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village
does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be
personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your
insurance carver since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Owner
Print Name: (—n i Qir, -e—
Signature: f
State of Florida ) -'
County of Miami -Dade)
Sworn to and subscribed before me this
day of , 20_A_.
Contractor
Print Name:
Signature:
State of Flori
County of Miami -Dade )
Sworn tobefore me this-,q"4�
d subscribed
day of , 20(4-,
By.r
R®NNI A BLANK
'oMY CQ EC1N)'173
ctober 0l,tEXPIRES O(SEAL) By R
39 -0153 FlordaMaType of Identification p�9A1��N
1 BLA�9,s
A
El
01
_Level
8'-8" V
Level 1
0'-0"
North Elevation Elevation
1/8rr = 1 r�rr
Level 2
8'- 8
East Elevation
1/8" = 11-0"
c /n e - +I ICA -- �I ILL -J II II
Level 1
0, - 0, V
3 South Elevation
West Elevation
1/R" = 1'-1"
evel_ _ 2 _n
8'-8" 1
FIELD VERIFICATION
FIELD VERIFICATION.
THESE ORAVMGS INCORPORATE BUILDING INFORMATION
COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT
AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE
PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE
CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR
TO BIDDING,
PLAN KEYED NOTES:
ONEwwINDGw
OO-NUMBER
ODOOR NUMBER
_e �J J
cJ
CASCA ��5� za <
VON
I J tW7 � C
evel 1 _
01-0 %U•NN
A-4.1 T
2
6
7 Ob
z 10 11
, Z
�
Level 1
0'-0"
North Elevation Elevation
1/8rr = 1 r�rr
Level 2
8'- 8
East Elevation
1/8" = 11-0"
c /n e - +I ICA -- �I ILL -J II II
Level 1
0, - 0, V
3 South Elevation
West Elevation
1/R" = 1'-1"
evel_ _ 2 _n
8'-8" 1
FIELD VERIFICATION
FIELD VERIFICATION.
THESE ORAVMGS INCORPORATE BUILDING INFORMATION
COMPILED FROM VARIOUS SOURCES ASSOCIATED WITH THIS PROJECT
AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE
PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE
CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR
TO BIDDING,
PLAN KEYED NOTES:
ONEwwINDGw
OO-NUMBER
ODOOR NUMBER
_e �J J
cJ
CASCA ��5� za <
VON
I J tW7 � C
evel 1 _
01-0 %U•NN
A-4.1 T
e� Grp REGISTERED Date Work Performed
�•' `�`''®, APPLICATION
ISSUED BY
CONCERN No. GLEN RAVEN CUSTOM FABRICS, LLC
�•� ®� 1831 N PARK AVE
F i?ETf►N GLEN RAVEN NC 27217
FA -36801 3/18/04
336-227-6211
This is to certify that the materials described on the reverse side hereof have been flame-
retardant treated (or are inherently nonflamable).
FOR ASTRUP COMPANY
CITY
AT 2937 WEST 25th STREET
CLEVELAND STATE OHIO 44113
Certification is hereby made that: (Check "a" or "b")
(a) The articles described on the reverse side of this Certificate have been treated with a flame-
retardant chemical approved and registered by the State Fire Marshal and that the application
of said chemical was done in conformance with the laws of the State of California and the Rules
and Regulations of the State Fire Marshal.
Name of chemical used Chem. Reg. No.
Method of application
(b) The articles described on the reverse side hereof are made from a flame -resistant fabric or
material registered and approved by the State Fire Marshal for such use.
Trade name of flame- resistant fabric or material used FR SUNBRELLA R No. FA -36801
The flame Retardant Process Used WILL NOT
GLEN RAVEN CUSTOM FABRICS
Name of Production Superintendent
( will or will not)
Be Removed
gy STEVEN L. ELLINGTON, GEN. MGR.
Title
We hereby certify this to be a true copy of the original " CERTIFICATE OF FLAME RESISTANCE" issued to us,
"original copy" of which has been filed with the California State Fire Marshal.
The ASTRUP COMPANY
Control/ lot #
Customer order #pone Pablo
Astrup Invoice #
2565386
By
Quantity
Description
7. 000 YD
SUNBRELLA FTRESIST 8646/60
Product Code 898646
WORLD OF AWNINGS INC
151 W 21ST ST
HIALEAH FL 33410-2615
ALL MAIN MEMBERS MUST BE
STEEL ASTM A992 GRADE 50
TUBE 1.315 O.D. X 14GA
(GALVANIZED GATORSHIELD)
"BN
"B'
TYPICAL WELDING CONNECTION
DETAIL "A°
SCALE: N.T.S.
e3
DECORATIVE SPEAR 3" LG
NCR
59
ALL MAIN MEMBERS MUST BE
STEEL ASTM A992 GRADE 50
ISOMETRICS
THE CANVAS AND OR FABRIC MUST BE DESIGNED TO BE READILY AND
COMPLETELY REMOVED DURING PERIODS OF HIGH WIND VELOCITY.
REMOVABLE CANVAS OR FABRIC MUST BE COMPLETELY REMOVED
WHEN WIND SPEED APPROACH AND/OR EXCEED TO 75 MPH (34WS)
AND/OR AS DESIGNATED BY U.S. WEATHER BUREAU AS BEING A
HURRICANE WARNING OR ALERT.
A HIGH WIND VELOCITY WARNING MUST BE POSTED WITH LEGIBLE AND
READILY VISIBLE SIGN OR DECAL INSTRUCTIONS TO THE OWNER OR
TENANT TO REMOVE COMPLETELY THE CANVAS OR FABRIC DURING
SUCH PERIODS OR TIME.
THE CANVAS OR FABRIC USED FOR AWNINGS OR FABRIC -COVERED
FRAMES SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701
r LG
pou�usFdas. AND .� erre
moNs � eE vaeF® oN
BY CONTRACBORE ANY
WTOR A7= AMM HWA"nM.
Nm
-DE W 6" UMffW To 8MM A NN N0
.AMo.m=
AISCALMM OM
res DOCUMENT m 7NEPROPER7V OF
MODEM AWSMULNOT BE FOMMKM W
VAN7L8 OR PA
cw,nm UTtlpF6TlEtiI NT
oP THE CHtTIPYIlHie.
z
O
a
0
z
J
u_
O g
Of= cz
I
Lu
z
Di
m
I
Juan C. Moreno
OB -01-2014
sum
M SHOWN
J.M. W
S
JM v
umwm 10L
SD -1
SIFEET 1 OF 2
SIDE VIEW
SIDE VIEW
EXISTING CONCRETE
MASONRY BLOCK
3/16
3/16
STEEL PLATE ASTM A36
2X2X1/4
LljYNABOLT SLEEVE ANC
BY RED HEAD
3/8" DIA X 2" MIN. EMBED.
INTO CONCRETE
MASONRY BLOCK
HOLLOW CORE
DETAIL "B"
SCALE: N.T.S.
EXISTING CONCRETE
MASONRY BLOCK
4" MIN
EDGE DIST /
4" MIN
EDGE DIST
FINISH WALL
FRONT VIEW
STEEL PLATE ASTM A36
3X6X114
W/ (2) DYNABOLT SLEEVE ANCHOR
BY RED HEAD
3/8" DIA X 2" MIN. EMBED.
INTO CONCRETE
MASONRY BLOCK
HOLLOW CORE
DETAIL "C"
SCALE: N.T.S.
4" MIN
3/16
4" MIN
EDG DIST
LINE OF
FINISH WALL
FRONT VIEW
STRUCTURAL NOTES
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO
NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE
WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE
AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION.
DESIGN WIND LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2010 AND THE
FOLLOWING SUPERIMPOSED LOADS.
DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2010
AND ASCE 7-10.
WIND VELOCITY : 105 MPH EXPOSURE CATEGORY : D
GCPI : +/-0.18 KD :0.85
IMPORTANCE FACTOR : 1.00
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL
SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTIQN,_AISC-ASD, 13TH EDITION,
2005.
ALL ANGLES AND PLATES SHALL BE, ASTM A36. FY=36KSI -OR APPROVAL
EQUAL U.N.O.
ALL TUBES TO BE OUTSIDE DIAMETER, GALVAWIZED GATORSHIELD, STEEL
FY=50KSI.OR APPROVAL EQUAL, U.N.O.
ALL HOLLOW STRUCTURAL TUBE "HSS" TO BE STEEL ASTM A500 GRADE B,
FY=46KSI, OR APPROVAL EQUAL, U.N.O.
ALL ANCHOR BOLTS SHALL BE KWIK BOLT 111 BY HILTI U.N.O., WITH
WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN
ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD.
WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST
RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING
(SMAW) SHALL USE E70XX LOW -HYDROGEN ELECTRODES.
ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS OF PAINT IN
ACCORDANCE WITH SSPC SPECIFICATIONS.
NOTE
DELI UtAMMMOnMAWHMO
�C �.- VaMOIR
OR nCK-= VM V= THEA ORAMM
ANDCALC"TO&
O pmwff IES.
THIS DODUYEM I8 TffiPROMM OF
IENOIHEER Atm EpgLLL NOTEE RACED IN
WHOLE OR PARMTHOUT OMM COMM
Of Tm CERTR'YIRO ENS.
VALID
Juan C. Morena
os-o,-zo,a
AS SHOWN
J.M.
UNAMM KO.
RLD-21
SHEET 2 OF 2 1
CITOR AD
vw
py
#0 9914
C714 I ��
PE.8" iT 7f. r
livres Villa e
By
tea ,
ZONING 1)
-
BLDG DEp7-SUaJE-
CT TO COMPiANCE _
STATEAlifi CC i� FEDERAL
vNiY RULES M!D
!Engineer, PLIM
Consulting Engineers.
8215 Lake Dr. #8502, Doral, FL 33166
Phone (954) 274-2429; Fax (786) 545-7636
Web site: www.iengineeerplic.com; E-mail: juanMengineerplic.com
PAGE i/19
COVER SHEET
DATE: June 01, 2013
PROJECT: BROMLEY, AWNINGS
ADDRESS: 957 NE 99th St Miami Shores FL 33138
CLIENT: Jorge Enterprises Inc.
5990 Sw 22nd St Miami, FL 33155
gojorgenow0yahoo.com
305 525-7824
This computation book contains manual and computerized structural calculations, certain
printed manufacturer's data and Computation pages are numbered 1 thru 19.
Computations were performed to the best of our knowledge according to sound and
generally accepted engineering principals and Code requirements, using nationally
recognized computer software and in-house developed software. Prior to commissioning
into service, the in-house developed software was thoroughly checked by performing
parallel manual computations. The sign and seal provided herein are meant to cover all
computation sheets pages 1 through 19.
'1®
!Engineer PLLk.E#
119
Juan C. Moreno, F.L Reg818
VALID ONLY FOR ONE (1) PERMIT ONLY.
VALID ONLY WITH RAISED PE SEAL.
-ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS.
!Engineer, PLLC.
Consulting Engineers.
8215 Lake Dr. #B502, Doral, FL 33166
Phone (954) 274-2429; Fax (786) 545-7636
Web site: www.lengineerpllc.com; E-mail: juan@iengineerpllc.com
PAGE ll/19
INDEX
DESCRIPTION PAGE
Wind Loads Calculations. 1
General Sketch 5
Frame with Length and dead load (self weight) 6
Wind Loads 7
Unity check design 9
Members' design 10
Load reactions 11
Wall anchor bolt design detail "B" 15
Wall anchor bolt design detail "C" 16
Dynabolt specifications 17
MECAWind Version 2.1.0.5 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com
Date : 6/1/2014 Project No.
Company Name : Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\Users\JUANMORENO\Documents\MECANind\Default.wnd
Directional Procedure All Heights Building (Ch 27 Part 1)
Basic Wind Speed(V) =
105.00
mph
Structural Category =
II
= 650.00
Exposure Category
Natural Frequency =
N/A
= 11.31
Flexible Structure
Importance Factor =
1.00
= 11.00
Kd Directional Factor
Damping Ratio (beta) =
0.01
Alpha =
11.50
Zg
At =
0.09
Bt
Am
0.11
Bm
Cc =
0.15
1
Epsilon =
0.13
Zmin
Slope of Roof -
2.4 :
12
Slope of Roof(Theta)
Ht: Mean Roof Ht -
13.00
ft
Type of Roof
RHt: Ridge Ht =
15.00
ft
Eht: Eave Height
OH: Roof Overhang at Eave=
.00
ft
Roof Area
2
Bldg Length Along Ridge = 40.00 ft
D
= No
0.85
= 700.00
ft
= 1.07
= 0.80
= 650.00
ft
= 7.00
ft
= 11.31
Deg
= Hipped
= 11.00
ft
= 1224.00
ft"
Bldg Width Across Ridge= 40.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 7.80
lzm: Cc*(33/Zm)^0.167 0.19
Lzm: 1*(Zm/33)^Epsilon = 542.76
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 - 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind -Force Resisting Systems
ft
ft
1/19
2/19
LI
z
D
B
Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03
Kht: Topographic Factor (Figure 6-4) = 1.00
Qh: .00256*(V)^2*I*Kh*Kht*Kd = 24.72 psf
Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80
Roof Area = 1224.00 ft^2
Reduction Factor based on Roof Area = 0.80
MWFRS-Wall Pressures for Wind Normal to 40 ft wall (Normal to Ridge)
Wall Cp
Pressure
Pressure
--------------- ------
+GCpi (psf)
-----------
-GCPi (psf)
-----------
Leeward Wall -0.50
-14.95
-6.06
Side Walls -0.70
-19.15
-10.26
Wall Elev Rz Rat gz Press Press Total shear
Moment
ft
--------------------------------------------------------------------------------
psf +GCPi -GCpi +/-GCpi Rip
K -ft
Windward 15.00 1.03 1.00
24.72 12.36 21.26 27.31 16.39
122.90
Note: 1) Total = Leeward GCPi
+ Windward GCPi
2) Shear and Moment are
sum of forces (Leeward+Windard) acting on
bldg walls.
Note that the shear
& moment don't consider loads on roof or end gable.
Roof Location
-----------------------
Cp +Gcpi(psf)
-GCpi(psf)
-------
Windward - Min Cp
----------
-0.71 -19.36
----------
-10.47
Windward - Max Cp
-0.15 -7.60
1.30
Leeward Perp to Ridge
-0.40 -12.85
-3.95
Overhang Top (Windward)
-0.71 -14.92
-14.92
Overhang Top (Leeward)
-0.40 -8.40
-8.40
Overhang (Windward only)
0.80 16.81
16.81
MWFRS-Wall Pressures for Wind Normal to 40 ft
wall (Along Ridge)
Wall Cp
Pressure
Pressure
+GCPi (psf)
-GCpi (psf)
--------------- ------ ----------- -----------
Leeward Wall -0.50 -14.95 -6.06
Side Walls -0.70 -19.15 -10.26
Nall Rlev Rz Rzt qz Press Press Total Shear Moment
ft psf +GCpi -GCPi +/-GCPi Rip R -ft
--------------------------------------------------------------------------------
Windward 15.00 1.03 1.00 24.72 12.36 21.26 27.31 16.39 122.90
Note: 1) Total - Leeward GCPi + Windward GCPi
2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls.
Note that the shear a moment don't consider loads on roof or end gable.
Roof - Dist from Windward Edge
---------------------------
0.0 ft to 6.5 ft
6.5 ft to 13.0 ft
13.0 ft to 26.0 ft
26.0 ft to 40.0 ft
Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
------ ---------- ----------
-0.90 -23.36 -14.46
-0.90 -23.36 -14.46
-0.50 -14.95 -6.06
-0.30 -10.75 -1.85
3/19
4/19
MECAWind Version 2.1.0.5 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2024 www.mecaenterprises.com
Date : 6/1/2014 Project No.
Company Name : Designed By
Address Description
City Customer Name :
State Proj Location :
File Location: C:\Users\JUANMORENO\Docimments\MECANind\Default.wnd
K
K
HtD Roof e < 9 <= 27
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Width of Pressure Coefficient Zone "a^ = 4 ft
Description Width
span
Area Zone
Mas
Min
Max P Min P
ft
ft
ft^2
GCp
GCp
psf psf
------------------------------------------------------------
RAFTER 3.00
3.50
10.5 1
0.50
-0.90
16.70 -26.64
RAFTER 3.00
3.50
10.5 2
0.50
-1.69
16.70 -46.20
Wind load
Khcc:Comp. & Clad. Table 6-3 Case 1 ffi 1.03
Qhcc:.00256*V^2*Khcc*Kht*Kd = 24.72 psf
GENERAL SKETCH 5/19
DEAD LOAD = SELF WEIGHT & MEMBERS' LENGTH 6/19
WIND LOAD (+1) 7/19
WIND LOAD (-Y) 8/19
'UNITY CHECK DESIGN ELEMENT 9/19
Design Group Results
Design Group: Steel V BraceGOS per AISC LRFD (2005)
Designed As: Pipe 1.315 x 0.083, Material: kStwMSTM A992 Grade 50
Combined Check
Member
Result
Offset Code
Unity Details
Name
Case
ft Ref.
Check
M041
0.9D+1.OW a+Y
1.74 1-11-1b
0.44 OK Lb = 3.35 ft
Axial Check
Member Result Offset Demand Fx Capacity Fx Code Unity Details
Name Case ft Ib Ib Ref. Check
M041 1.2D+1.OW+L+0.5Lr *+Y 0.00 58.63 14456.10 D2-1 0.00 OK
Strona Flexure Check
Member Result Offset Demand Mz Capacity Mz Code Unity Details
Name Case ft Ib ft Ib -ft Ref. Check
M041 0.9D+1.0W D+Y 1.74 -204.92 473.14 F8-1 0.43 OK Lbz = 3.35 ft,
Cb = 1
Strona Shear Check
Member Result Offset Demand Vy Capacity Vy Code Unity Details
Name Case ft Ib Ib Ref. Check
M041 0.9D+1.OW B+Y 0.00 -305.85 4336.83 G6-1 2b 0.07 OK
0.6D+0.6W (+Y) REACTIONS
ai s•V&
�G;p
+F
11/19
0.6D+0.6W (+l) REACTIONS
(members are not showed for clarity)
ql 614- = Ad
4
ql MV
12/19
b+0.6W (-l) REACTIONS
w
= 59.6 Ib
13/19
b+0.6W (-l) REACTIONS
(members are not showed for clarity)
01� ryy�
43.7 lb
�w
59.6 Ib
FY = 65.3 Ib
�r
ryy.
}
\ = 43.7 Ib ,�FY = 59.6 Ib
y� q
o �4
14/19
15/19
ANCHOR BOLT CONNECTION (SINGLE ANCHOR)
COMBINATION DL + 0.6WL (-Y) LOAD REACTION
APPLIED TENSION = 37 LB APPLIED SHEAR = 65 LB
ALLOWABLE TENSION =1360/4 = 340 LBS: ALLOWABLE SHEAR = 2560/4 = 640 LBS
37 / (340 * 1 ANCHOR) + 65 / (640 * 1 ANCHOR) = 0.21 < 1.0 THEREFORE IT IS OK TO BE USED.
USE (1) DYNABOLT SLEEVE ANCHOR BY REDHEAD
3/8"0 X 2" MIN EMB. INTO HOLLOW CORE CONCRETE MASONRY BLOCK
16/19
ANCHOR BOLT CONNECTION (DOUBLE ANCHOR)
COMBINATION 0.6DL + 0.6WL (+Y) LOAD REACTION
APPLIED TENSION =140 LB APPLIED SHEAR =130 LB
ALLOWABLE TENSION =1360/4 = 340 LBS; ALLOWABLE SHEAR = 2560/4 = 640 LBS
140 / (340 * 2 ANCHORS) + 130 / (640 * 2 ANCHORS) = 0.31 < 1.0 THEREFORE IT IS OK TO BE
USED.
USE (2) DYNABOLT SLEEVE ANCHOR BY RED HEAD
3/8"0 X 2" MIN EMB. INTO HOLLOW CORE CONCRETE MASONRY BLOCK
Versatile®
Medium -Duty
Slepite-IfTcAm
Dynabok
Hex Nue Shreve Anchor
Meets or weds US. Government GSA. Specification A -A -1922A
(Formerly GSA: FF -5-325 Group II, Type 3, Class 3)
Factory Mutual
California State Fire Marshal
// lrl%W
cal m ma fia e o o09-7so or vent a v w&are r« of man
17/19
Sleeve Type Anc rs—
SPECIFIED FOR ANCHORAGE INTO CONCRETE, GROUT -FILLED CONCRETE BLOCK,
HOLLOW CONCRETE BLOCK AND BRICK
Sleeve type anchors feature a split expansion sleeve over a threaded stud bolt body
and integral expander, nut and washer.
Dynabolt Anchors are made of Plated Carbon Steel, or Type 18-8 Stainless Steel.
Masonry
G Sleeve Anchors should be installed with carbide tipped hammer drip bits made in
Anchor accordance to ANSI B212.15-1994.
Anchors are tested to ASTM E488 criteria.
.. Anchor diameter equals hole diameter N Heavy -loading capacity
Available in hex head and six other head styles N Preassembled for faster, easier installations
Available 1/4 - Ye diameter up to 6-1/40 length E Dynabolt can be installed through object to
11 Zinc plated carbon steel and 304 stainless steel be fastened
N Provides full 3600 hole contact over large area , Sleeve design improves holding power
and reduces concrete stress 1111 No pre -spotting of holes necessary
Available Head Styles
FOU mange ofhead style, corrosion p utedon, and sees makes the DynaboltSleeve the right
product for almost any applhatlon.
Flat Head Hex Nut Acorn Nut Tie lire Round Head hr ld
(FS) (HN) (AN) (TIN) IRS) ITN)
t,c i•: F.: ::�. Ali.. vt:y A7.
�.: �• :a :m�.•0 aa. � d:�ia : ;ate: 4 ::O;:;a : �': �
1. Use a bit with a diameter equal
to the anchor. See selection
chart to determine prof er size
bit for anchor used. trill hole to
any depth exceeding minhmun
embedment Clean hole.
Electrical junction boxes are common The Dynabdt Sleeve anchor wort Door and windowUames are commonly
applications for the Dynabolt Sleeve well in hollow materials like brick and attached to the structure with Dynabolt
anchor because it works well in solid blocI it Is available in zinc -plated Sleeve anchors because oftlretrflnbhed
concrete, concrete blodr, and bddc carbon steel and 304 stainless steel. &tiumbold head files and performance
his also available M several finished in block &brick.
head styles.
TYPW ApOIcations--
Shellle jM decWcW boxes,
Emtilom m-wedar
x ' (IIoM[OAOSIVe)
Lffelo(Emrodon-Low
# Hf &n Andor Length
: J
A T A
A
(FS) WN) (RIS)
18/19
' NIpsflat had lues a standard 88°-gromw rink.
PART
ANCHOR
EFFECTIIE
BOLT
MIN.
MIDI.
QTY/WT
QTY/WT
Enwhonment SRghtto
NUMBER
DIA. &
ANCHOR
Dmi
EMBEDMENT
THICU M
M BOR
PER
SHN-3817
TO BE FASTENI
DRILL
BIT SIZE
LENGTH'
In. (mm)
THREADS
PER INCI
WWII
OF MATERIAL
TO BE FASTENED
HIL
MASTER
CARTON
3116° /24
1-1/8 (28
1/4 (6.4)
SHN-1230
(47.6)
5/16° /18
hbw
3/8 (95)
HIL
62)
AN -1405
1/4'
5/8 (159)
3/16°/24
1/2 (117)
1/8 (32)
100/13
1000/20
W1413
/16
1-3/8 (349)
3/16°R4
1-1/8 (28.6)
1/4 (6.4)
100/16
1OW27
2-1/8 (54.0)
AN -1422
(572)
3/16°/24
1-1/8 (28.6)
1-1/8 (28 dj
100/3.7
1000/38
HN -1413
1/4'
/8 (3.9)
3/16' /24
1-1/8 (28.6)
1/4 (6.4)
100/23
1000/14
HN -1422
4 (572)
3/16'/24
1-1/8 8.6)
1-1/8 (28.6)
100/ 3.4
1000/35
HN -1614
5/16°
L2-1/4
/2 (38.1)
1/4' /20
1-1/4 (31.8)
1/4 (6.4)
100/4.0
1000/41
HN -1624
2 (63
1/4' /20
1-1/4 (31.8)
1-1/4 (31.8)
100/53
800147
MN -3830
(762)
5116° /18
1-1/2 (38.1)
1-1/2 (38.1)
50/43
400140
HN -1230
3 (762)
38° /16
1-7/8 (47.6)
1-18 (28.6)
25/4.0
200/33
HN -1240
4 (101.6)
38' 116
1-7/8 {47.6)1
2-1/8 (54.0)
25/5.3
200/44
HN -5822
SB'
2-1/4 (572)
112° /13
2 (509)
1/4 (64)
25/63
1SW38
HN -5830
3 (762)
U2' /13
2 (50.8)
1 (75.4)
25/7.0
150/46
MN -5842
4-1/4 (108.0)
112' 113
2 (509)
2-1/4 (S72)
10139
100/41
HN -5860
6 (1514)
117/13
2 (50.8)
4 (101.6)
10/4.9
50/25
HN -3424
3/4'
2-1/2 (63.5)
518° /11
25/4 (572)
1/4 (6.4)
1014.7
50/25
HN -3440
4 (101.6)
58° 111
2-1/4 (S72)
1.-3/4 (445)
5/3.2
50/33
HN -3462
6.1/4 (15U
S/8' 111
2-1/4 (57.2)
4 (101.6)
5143
50/44
FS -1411
114°
1-1/2 (38.1)
3/16 /24
1-1/8 (28.6)
3/8 (9.5)
100/ 13
1OW21
FS -1420
Otuddl&.477)
2-1/4 (572)
3/16'/24
1-1/8 (28.6)
1-1/8 (28.6)
100/ 2.7
1000/28
FS -1430
31/8 (79.4)
3116' /24
1-1/8 (28.6)
2 (50.8)
100/3.8
10W/38
FS -1440
4 (101.6)
3116'/24
1-1/8 (28.6)
2-7/8 (73.0)
100/4.7
1000/48
FS -3826
3/8'
2-78 (73.0)
5/16' 118
1-1/2 (38.1)
1-3/8 (343)
SW 3.8
500/40
FS -3840
Oaeaddia..722)
4 (101.6)
5116'/18
1-1/2 (38.1)
2-1/2 (635)
50153
400/44
a
FS -3850
5 (127.0)
5116'/18
1-1/2 (38.1)
3-1/2 (889)
SW 5.6
300/40
FS -3860
6 0514)
5/16° /18
1-112 (W)
4-1/2 (1143)
50/ 8.0
300/48
TH-1420
I//Ir
2-1/4 (572)
3116' /24
1-1/8 (28.6)
1-1/8 (28.6)
100/2-S
10 /25
RS -1426
1/4'
2-7/8 (73.0)
3/16'/24
1-1/8 (28.6)
1-3/4 (443)
100/33
1000/38
TW -1614
5/16'
1-1/2 (38.1)
1/4 /20
1-1/2 (38.1)
9/32 (1.1)
100/0
10/50
hole
' NIpsflat had lues a standard 88°-gromw rink.
ANCHOR
TTid4alAP�onions-
BOLT
PART
NUMBER
�`
Clad ft and Brick Tie
ANCHOR
DHAJ
"�
Enwhonment SRghtto
DRILL
LENGTH*
THREADS
SHN-1413
moderaDe degree of pollurion
e
Lend d CWWOU-
PER
SHN-3817
TO BE FASTENI
MeO m
(101.
SHN-3830
,...-.>.
In. (orm)
1/4'
SIN-im
3116° /24
1-1/8 (28
1/4 (6.4)
SHN-1230
ANCHOR
EFFECTIVE
BOLT
(572)
MAIL
DIA. &
ANCHOR
DHAJ
ENT
THICKNESS
DRILL
LENGTH*
THREADS
In. (mm)
OF MATERW
BR 512E
lo. (mm)
PER
SFS -3840
TO BE FASTENI
4
(101.
5/16° /18
1-1/2
In. (orm)
1/4'
1-3/8
3116° /24
1-1/8 (28
1/4 (6.4)
38°
(47.6)
5/16° /18
1-1/2 (38.1)
3/8 (95)
62)
5/16° /18
1-1/2 (381)
1-1/2 (38.1)
3/8° /16
1-7/8 (476)
3/8 (95)
3 (762)
/16
1-7/8 (47.6)
1-1/8 (28.6)
4 (101.6)
1-7/8 (47.6)
2-1/8 (54.0)
' SFS -1420
1/4'
2-1/4
(572)
3/16' /24
1-1/1
515.1430
3-18
(79.4)
3/16' /24
1-1/8
SFS -3826
38°
2-78
(73.0)
5/16' /18
1-1/2
SFS -3840
4
(101.
5/16° /18
1-1/2
xF,tk 5/25-1420
1/4'
2
(50.8) 1
3/16° /24
1-18
"Flat head uses a standard 88°-82' ctm ershik.
Foramflnuaas extreme lowtenperanue applcadom use minim sted.
�
BOX APER
Abs. MASTER
CARTON
IbL
IW 23 1000/ 24
50/35 500136
50/4.9 400/40
25133 250/ 34
25/4.0 200/33
25/53 200/44
10/33 100/ 41
100/2.7 1000/ 28
100/3.8 1O/ 38
5013.8 500140
50/5.3 400/44
ffwbd
Cal ototoo kvmmber8*u9.7mmchatowwebshefirtt emoo
amort pmduG a� atdtNml iofotmattmai at
19/19
ANCHOR
DUI.
b2. (mm)
MOAMI
TOR
FL Lbs
7(K77)))
DOLT
DIA.
bh. (mm)
Ultimate Tension and Shear Values in Concrete (Lbs/kN)
MNpMUM ANCHOR fc=2000PSI(13.8MPa) fc=3000PSIMyMI w fc= 4000 PSI (27.6 MPW
EMBEDMENT TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR
DEPTH I (mm) (STEEL) Lbs. 00 Lbs.mo Lbs.(Ido Lha.(klo LIn.(idl) Lbs. No
1/4 (64)
35
3/16 (4.8)
1-1/8 (I8.6)
Carbon
mS'Wes
1,200 (53)
1,620 (71)
1,600 (7.1)
1,620 (71)
MOD (93)
1,620 (11)
5/16 (79) 8 (10.8) 1/4 (6.4) 1-1/4 (31.8)
1,400 ((L1) 2,040 (9.1) 1,920 (85) 2,220 (99) 2,600 (11.6)
2,400 (10.7)
3/8 MA 14 (19.0) 5/16 (7.9) 1-1/2 (38.1)
1,620 (71) 2,560 (11.4) 2,240 (10.0) 2XO (12.5) 3,100 (13.8)
3,040 (13.5)
12 (12.7) 20 (27.1) 3/8 (95) 1-7/8 (47.6)
2,220 (99) 4,000 (17.8) 3,140 (14.0) 4,500 (20.0) 4,400 (19.6)
5,000 (21.2)
5/8 (159) 48 (65.1) 1/2 (12.7) 2 (50.8)
3,080 (13.7) 60 (28.6) 4,400 (19.6) 7,240 (321) 6,120 (271)
8,080 (35.9)
3/4 (19.1) 90 (122 0) Sib (15.9) 2-1l4 (571)
4,200 (18.7) 10,200 (45.4) 6,060 (27.0) 11,600 (51.6) 8,900 (39.6)
13,100 (583)
° Formmbtuoasadm=lmatetttpaltaeappD®Uwg usestainlassted.
ForAN-1405, Wthate P&M5000ts& httimate%w.1751 UmbmWon4,000 psi.
3/8 (95) 15 (20.3)
•
5/16 (79)
1-12 (38.1)
Ultimate Tension and Shear Values in
1,3F0 (&0)
2,M(11.4)
1,360 (6.0)
2,560 (11.4)
1,3f0 (6 0)
, ,
•
-.
Statntms
1,160 (51)
- -
Lightweight Concrete (Lbs/kN)*
2,560 (11.4)
1,160 (51)
1,560(11.4) 1,160 (51)
2,560 (11.4)
ANCHORMN
BOLT
10.71
AMMHUM ANCHOR fc=40OOPSI(27.6MPa)
1-7/8 (47.6)
fc=60OOPSI(41.4MIPa)
N/A
DULUE
2,220 (99)
DIA.
FJtMOMENT TYPE TENSION sum
TENSION
SHEAR
In. (mm)(Nm)
bh. (mm)
DEPTH In. (mm1 (STS Lb. (kN) Lin.(Hd)
Lbs. 00
Lbs.(kN)
1/4 (6.4)
3/16 (49) 1-1/8 (2.6)
of
Stalnlas
1,080 (49) 1,160 (51)
1,220
(5.4)
1,940
(8.6)
5/8 (15.9) 55 (74.6)
5/16 (7.9) 8 (10.8) 1/4 (6.4) 1-1/4 (319)
1,260 (5.6) 1,680 (75) 1,440 (6.4) 21220
(9.9)
3/8 (95) 14 09.0) 5/16 (79) 1-1/2 (38.1)
1,620 (71) 2X (101) 2,240 (10.0) 2,800
(125)
12 (12.7) 25 (33.9) 3/8 (95) 1-7/8 (47.6)
2,600 (11.6) 3,920 (17.4) 3,160 (14.1) 4,840
(215)
5/8 (159) 48 (65.1) 12 (127) 2 (509)
3,240 (14.4) 5,600 (24.9) 4,30D (19.1) 7,840
(34.9)
3/4 (19.1) 90 (122.0) 5/8 (159) 2-1/4 (S71)
3,640 (161) 8,640 (38.4) 5,800 (25.8) 12,480
(55.5)
WA
WA
. •
• Ultimate Tension and Shear Values in
WA
WA 2,0 (125)
6,440 (28.6)
3/4 (19.1) 90 (122.0)
- A
Concrete Masonry Units (Lbs/kN)*
Carbon
N/A
N/A
4,200 (187)
ANCHOR
MNSTALLAflON
BOLT
MINIMUM ANCHOR UOU 111EIGHT
MEDIUM
VMGHT
DIA.
TORQUE
DIA.
EMBEDMENT TYPE HOLLOW CORE BOUTMM
NOLLOtE CORE
GROUT Fn s N
In. (mm)
Ft LHn.
hL (mm)
own In. (mm) (STEEL) TENSION SHEAR TENSION SHEAR
TENSION
SHEAR
TER90N
SHEAR
(Nm)
Lbs. om Lbs. (Ido Lbs. am Lbs. om
Lbs.000
I Lba. RN)
LbL (kN)
Lbs. 00
1/4 (6.4)
35 (4.7)
3116 (49)
1-1/8 (28.6)
Carbon
1,120 (S.0)
1,360 (6.0)
1,120 (5.0)
1.MO (6.0)
1,120 (5.0)
1,620 (71)
1,1I0 (S.0)
1,360 (6.0)
Stainless
640 (2.8)
1,620 (71)
640 (2.8)
1,620 (71)
640 (29)
1,620 (71)
640 (2.8)
1,620 (71)
3/8 (95) 15 (20.3)
•
5/16 (79)
1-12 (38.1)
Carbon
1,3F0 (&0)
2,M(11.4)
1,360 (6.0)
2,560 (11.4)
1,3f0 (6 0)
2,5(0 (11.4) 1,360 (6.0)
2,560 (11.4)
-.
Statntms
1,160 (51)
2,460(11.4)
1,160 (51)
2,560 (11.4)
1,160 (51)
1,560(11.4) 1,160 (51)
2,560 (11.4)
12 (12.7) 25 (33.9)
3/8 (95)
1-7/8 (47.6)
Carbon
N/A
WA
2,220 (99)
4,000 (179)
WA
WA 2,220 (99)
4,000 (179)
Stainless
WA
WA
ZIOO (93)
4,000 (179)
WA
WA 2,100 (93)
4,� (179)
5/8 (15.9) 55 (74.6)
12 (12.7)
2 (509)
Carbon
WA
WA
3M (13.7)
6,440 (28.6)
WA
WA 3,080 (13.7)
6,440 (28.6)
Stainless
WA
WA
3,010 (13.7)
6,440 f1 A
WA
WA 2,0 (125)
6,440 (28.6)
3/4 (19.1) 90 (122.0)
5/8 (153)
2-12 (635)
Carbon
N/A
N/A
4,200 (187)
10,200 (45.4)
WA
WA 4,100(18.7)
10,200 (45.4)
AflawaWe vahm ue MW tq= aft Isatetyfaaw.WebyMbraHmMeload vdua.The vdMare fmanchmhated inamkft mdI2WametersonwateraodamialommedgeOAaeaedG
fa100percentandwerldemy.Spadegand edge69ancemaybe retbreedb6diameterspadagand 3diameter edgedM nve,providedtlmalaearereducedSopervaLLinearblerpolaftmaybeacedfer
[etermaku spadtsgs and edge dbaaece.
Combined Tension and Shear loading -for Dynabolt Anchors
Allowable loads forandhors suNected to combined dlearaad tendon forces are determined by the following equaton:
(Ps/Pt) + (Vs/Vt) s 1
Ps= AppUed tension load Vs = Applied dtear lead Pt=AQowaWe melon lead Vt = Affowable shear load
ffWwReadr
fab as ts0 bee wmba 8*M7890 m vet mu web site 6a nre mmt
amemprofitdandtedndmitotmme I atwoNawmMenim