ACT-18-2210RAS Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
F'LORiDA
Phone: (305)795-2204
Project Address
10007 NE 4 Avenue
Miami Shores, FL
JOHN & CRISTINA BUTLER
Permit No. ACT -8-18-2210
Permit Type: Awnings/Canopies/Tents
Work Classification: New
PermitStatus: APPROVED
Issue gate: 9113/2018 I Expiration: 03112/2019
Parcel Number
1132060170490
Block: Lot:
10007 NE 4 Avenue
MIAMI SHORES FL 33138-
500 NE 102 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
PARADISE AWNINGS CORP (305)597-5714
In Review
nents:
Approved:: In Review
Denied:
of Work: CANVAS CONCAVE AWNINGS
ification: Residential
Code Comments:
Code Denied:
Fees Due Amount
CCF 1.20
DBPR Fee 2.00
DCA Fee 2.00
Education Surcharge 0.40
P&Z Review Fee 35.00
Permit Fee 100.00
Plan Review Fee (Engineer) 60.00
Scanning Fee 9.00
Technology Fee 1.60
Total: 211.20
JOHN & CRISTINA BUTLER
Valuation:=2,000.00TotalSqFee
Additional Info: CANVAS CONCAVE AWNINGS
Color Approved: In Review: In Review
Code Approved:: In Review
Scanning: 3
Pay Date Pay Type Amt Paid Amt Due
Invoice # ACT -8-18-68603
09/13/2018 Credit Card $ 161.20 $ 50.00
08/20/2018 Credit Card $ 50.00 $ 0.00
Avauaoie
Inspection Type:
Final
Foundation
Review Building
Review Structural
Review Plannina
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 laws regulating
construction and zoning. Futhermore, I authorize the above-named contraclprxo,dprtt e-yyonk stated.
September 13, 2018
Authorized Signature: Owner / Applicant / Contractor v /
Building Department Copy
September 13, 2018
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: 1305) 762-4949
BUILDING
PERMIT APPLICATION
IZ/BUILDING ELECTRIC ROOFING
RECEIVED
AUG 2 01018
B 201
Master Permit No. o -ZZIO
Sub Permit No.
REVISION EXTENSION RENEWAL
PLUMBING MECHANICAL [-]PUBLICWORKS [:]CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: /0047 /[,&, •y',¢N/.
City: Miami Shores County: Miami Dade Zip: 14
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):,P/5 !%i Phone#:g:W'%D-Fr9'
Address: 1060% A).9,
t44
71t 9)E.
City: J'fi%/,9 r D/2E.r State: 1=4 • Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: _ i/+QA,d/et E A0.V i/!) ar S Phone#:
Address: 'l3/y /v W. 3(0'*de. .
City: lye. State: 99 • Zip:
Qualifier Name:
State Certification or Registration #:
Phone#: ?Al''—r97 - S-:7/5/
Certificate of Competency #:
DESIGNER: Architect/Engineer: 6E.Srt•/e CWrIUd rF Phone#: ZS3 1`f Z
Address:/1/S.r 9y)..13XSr- —W//9 City: H/A• State/- Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: Zd < E/'a F
Type of Work: Addition Alteration E2 -New Repair/Replace Demolition
Description of Work:
eAOOOW &0,) &fVe ,4-a A,'1,& 6--5
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ ) ' CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Structural Reviews $
Revised02/24/2014)
Radon Fee $ -2 CZ DBPR $ 2 .
Notary $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $
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 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 exceeding500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure w il delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of co a ement t be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issue in th abse e. f such posted n ice, the
inspection4not approved and a reinspection fee will be charged.
SignaturSignature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
1-7 day of UqU -4 20 I b . by
S ' who is personally known to
me or who has produced if;y4 V (1 C`P-kS--r es
identification
NOTARY P LIC;
Sign:
Print:
Seal:
FQ
APPROVED BY
Revised02/24/2014)
did take an oath.
V YANADY PRILStO
MY COMMISSION tt FF 214C'I
EXPIRES: March 25, 2019
Bonded Ttau tdotary Pt& Undavwnt(
The Yeregoing i strument was ac nowledged before me this
14 day of 20 l F: by
Van
l
ll4,}}OS C.V1Qt)IAnD, who is personally own to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: bw
Print:
Seal:
as
Florida
My Comm. Expires Apr 1, 2021
Bonded through National Notary Assn.
G 8'a? Gly
Plans Examiner Zoning
I
Structural Review Clerk
8/20/2018 Property Search Application - Miami -Dade County
U
n, FFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio: 11-3206-017-0490
Property Address: 10007 NE 4 AVE
Miami Shores, FL 33138-2414
Owner JOHN BUTLER
CRISTINA BUTLER
Mailing Address
10007 NE 4 AVE
MIAMI SHORES, FL 33138 USA
PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ
Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2
LIVING UNITS
Beds / Baths / Half 4/4/0
Floors 2
Living Units 2
Actual Area 3,466 Sq. Ft
Living Area 2,746 Sq.Ft
Adjusted Area 2,831 Sq.Ft
Lot Size 17,250 Sq.Ft
Year Built 1930
Assessment Information
2018 2017 2016
Benefit
Year 2018 2017 2016
Land Value 517,707 517,707 431,422
Building Value 156,976 161,663 194,273
XF Value 28,504 30,482 30,873
Market Value F:$703,187
703,187 709,852 656,568
Assessed Value
50,000
709,852, 205,726
Benefits Information
2018 2017 2016
Benefit Type 2018 2017 2016
Save Our Homes Cap Assessment Reduction 450,842
Homestead Exemption 25,000
Second Homestead Exemption 25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
AMD PL OF MIAMI SHORES SEC 4
PB 15-14
LOTS 13 TO 15 INC BLK 90
LOT SIZE 150.000 X 115
Generated On : 8/20/2018
Taxable Value Information
2018 2017 2016
County
Exemption Value 0 0 50,000
Taxable Value 703,187 709,852
29865-3577
School Board q$180,726
Exemption Value 0 $0
Taxable Value 703,187 $709,852
City
Exemption Value 0 $0 $50,000
Taxable Value 703,187$709,852 $155,726
Regional
Exemption Value 0 $0 50,000
Taxable Value 703,187 $709,852 155,726
Sales Information
Previous
Price
OR Book-
Qualification Description
Sale Page
10/31/2016 $705,000 30292-2965 Qual by exam of deed
09/24/2015 $100 29865-3577 Corrective, tax or QCD; min
consideration
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/disclaimer.asp
Version:
CZV44 I. &4&" P.E
Florida RE #: 68447
13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442
S tru c tura/ Ca ecu/apt%ons
PROJECT: AWNING STEEL STRUCTURE
CRISTINA BUTLER
10007 NE 4th Ave, Miami Shores, FL 33138. so*:**
CUSTOMER: PARADISE AWNINGS
DESIGNER: Cesar Castillo ,_----
STATE OF FLORIDA REP,,68447
C UVED
CODES AND SPECIFICATIONS:
A.I.S.0 9th EDITION
F.B.0 2017
A.S.C.E 7-10
UcV44 I. C44T, -Up,, P b.
CONSULTING ENGINEER
13155 SW 134th STREET, SUITE #119
MIAM.!, FL 33186
PHONE # (305) 253-9442
FLORIDA P,E..#58447
i
JUL 05 2018
C.444 I. CA4V& P.E
Florida P.E #: 68447
13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442
AWNING STEEL STRUCTURAL DESIGN 8'- 0" x 3'- 0"
F.B.0 2017
A.I.S.0 9th EDITION
A.S.C.E 7-10
WIND LOAD CALCULATIONS - Z < 60 ft
WIND CODE= ASCE 7-10
WINDSPEED= 105 MPH - FBC 2017 - 3105.4.2.1
MEAN ROOF HEIGHT: Z= 7.5 ft
EXPOSURE CATEGORY= C - FBC 2017 - 3105.4.2.1
EFFECTIVE AREA= 8.00 ft X 3.00
Kzt= 1 Section 26.8-2 ASCE 7-10
Kd= 0.85 Table 26.6-1 ASCE 7-10
Kz= 0.85 Table 30.3-1 ASCE 7-10
qh= 0.00256 * Kz * Kzt Kd * V2 - Section 30.3-1
20.39 psf
And:
GCp(1)= 2.00 Fig. 30.4-2A - Using 24
Gcpi(1)= 0.55 Table 26.11-1 - Partially Open Buldings
P design = qh * ( GCp - Gcpi
52.0 psf - CRITICAL
CHECKING LOADS COMBINATIONS. - ASCE 7-10
Live Load - L= 5 psf-DESIGNLOADSPER ASCE 7-10
Dead Load - D= 7.5 psf - DESIGN LOADS PER ASCE 7-10
Wind Load - W= 52.0 psf- DESIGN LOADS PER ASCE 7-10
1.- D
2.- D+L
3.- D+0.75L
4.- D+0.6W
5.- D+0.75L+0.6W
6.- 0.6D+0.6W
LOADS ON BORDER ELEMENT - SPAN = 8'0"
Live Load - L= 5
7.5 IbIft
Dead Load - D= 7.5
11.3 Iblft
Wind Load - W= -52.0
78.0 Iblft
DESIGN OF COMPLETE STRUCTURE
60 n
ft = 24.0
SQF -AS OVERHANG
1.50 ft
1.50 ft
1.50 ft
ft2
SEE SAP2000 REPORT ATTACHED ew., I. e4 - P6.
CONSULTING ENGINEER
13155 SW 134th STREET, SUITE #119
MIAMI, FL 33186
PHONE 0 (305) 253.0442
FLORIDA RE, #88447
JUL 052018
CWS f. P. E
Florida RE # : 68447
13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fax # (305) 253-9442
VERIFY CRITICAL AWNING TO WALL CONNECTION - SHEAR & TENSION
O.K.
Tension= 168.00 lbs Per Each Plate SEE SAP2000 REPORT ATTACHED
Shear- 121.00 lbs Per Each Plate SEE SAP2000 REPORT ATTACHED
Try using = (1) 1/2" Wedge -Bolt Anchor ( Min. embed. 3-1/2") per plate - See Attached NOA
Spacing Between Bolts= 4 6 in 67%
Edge Distance = 6 in 100% - FULL DESIGN
TENSION
Ru= 1820 x 1 x 67%
1213 lbs 168 lbs O.K.
SHEAR
0 0 • • .
Ru= 2220 x 1 x 67%
1480 lbs 121 lbs O.K.
CHECKING BIAXIAL STRESSES
168 + 121 0.22 <
1213 1480
Then use : (1) 1/2" Wedge -Bolt Anchor ( Min. embed. 3-1/2") per plate - See AttachecrNO•A
SAP 2000 ATTACHEMENTS: ...:..
3D VIEW OF THE MODEL (FRAMES AND JOINTS LABELS) • • • •
3D VIEW OF THE MODEL (FRAMES SECTION PROPERTY) • • • • • •
CRITICAL LOAD ASSIGNMENTS TO ELEMENTS • • • • • •
AXIAL FORCE DIAGRAM FOR CRITICAL ASD COMBINATION • • • • •
MAXIMUM ASD COMBINATION REACTIONS • • • "'
P -M RATIO COLORS AND VALUES (ALL MEMBERS PASSED) '
SAP2000 REPORT .' .
C"44 f- C'k1vitv., P E
CONSULTING ENGINEER
13155 SW 134th STREET, SUITE #119
MIAMI, FL 33186
PHONE #.(305) 253-9442
FLORIDA PE. #68447
JUL 05 2018
1 O.K.
0 0 • • .
SAP2000 Analysis Report
Prepared by
CDG
Model Name: CRISTINA BUTLER - PARADISE AWNINGS.SDB
JULY 3RD 2018
P.
CONSULTING ENGINEER /
13155 SW 134th STREET, SUITE #119
MIAMI, FL 33186
PHONE # (305) 253.9442
FLORIDA P.E. #68447 JUL 0 5 2018
SAP2000 Analysis Report
Prepared by
CDG
Model Name: CRISTINA BUTLER - PARADISE AWNINGS.SDB
JULY 3RD 2018
P.
CONSULTING ENGINEER /
13155 SW 134th STREET, SUITE #119
MIAMI, FL 33186
PHONE # (305) 253.9442
FLORIDA P.E. #68447 JUL 0 5 2018
STRUCTURAL ANALYSIS STEEL AWNING REPORT (3D AWNING)
CRISTINA BUTLER - PARADISE AWNINGS
X SAP200DA4,1.0 Ad—d- CRISTINA BUTLER- PARADISE AWNINGS -j3 -D V. -I — O x
f". Ed'a Y W 5669. Dr - Saea Ass•. - ADur
0.
ftWy oe4g. I..b tl1p _ a x
rm.>.«.-.3—...a..„s;...W...,d. ..:.y - —-.cs.,:...,
149. •
Aat..aa._...». — ,
e -R. -..:._;..
i1.s.' L „A..{{...:.pp, pdL _...
4._.s.e.y$ ._ ,,.,,,
3D VIEW OF THE MODEL (EXTRUDE VIEW)
SAPMO 4.1.0Advui-CRESTINA BUTLER- PARADISE AWNINGS -r3 -DIA -1
3!; file Ede yin Dd— 56,19. DPr 54in A iq ADS V4” D.9nn 9W- I-6 flap
DD,'.125,' ..1.JN.J,27iAAj.0Ai.® 3d=w a.n w.CtdV' oari°A,Q,.%
m
2
3D VIEW OF THE MODEL (FRAMES LABELS)
XSAPWW,I4.tAAde ed- CIOSTINA BUTLER -PARADISE AWNINGS -)d-D Yews — O X
X., Eae Edd, Yew 4dne Bddg, D(M $elect, Am9n ADdyte Divt y D my 9ri.. I -b help • .. _ e x
3D VIEW OF THE MODEL (FRAMES SECTION PROPERTY)
0 • • • • ;'. '.
XSAP2000r14.1.0Adve d.CRISTINA BUTLER-PARADISEAWNINGS- JR—Sp, loads('WIND)(As Ddned)j
X4 61e JM YewDdne &idve DPw Sdect 'sd ADa" ftlev DWVn Qpti n Iook Help
s AId.loP AF iDe_a.._'n_:,,v-dMi • a:e°n r
CRITICAL LOADS ASSIGNMENTS TO ELEMENTS (Ib/ft) CRITICAL LOADS ASSIGNMENTS TO ELEMENTS (Ib/ft)
20000kI.0 Ad ~.. d'CRJ,=SOLER - PARADISE AWNINGS lo~ ~_..p.60^4Wx — o x
JOINTS REACTIONS 89CRITICAL ASD COMBINATION kJPUR1
TENSION (168lb) — SHEAR (121lb)
a ,
ad- "" 04W Duian ^pti.. J -h ddp '",
P -M RATIO COLORS AND VALUES
ALL STEEL FRAMES PASSED THE CHECK)
El
all
91 x
ol
cl
P -M RATIO COLORS AND VALUES
ALL STEEL FRAMES PASSED THE CHECK)
CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDING
336
Figure 30.4-2A External Pressure Coefficients, GC -
Enclosed, Partially Enclosed Buildings
Gable Roofs 0<_ +70
e 3'---Z---
T
Di @ @ i0 h
10 100 V 10 ;
logo.
w' y
3.2
1 1 I 0 3.2 -
3.0 3 .: -
3.0 • .
2.8
ROOF 2.8 •2.8
U -2.6 2.6 • •
C'J -2.4 1
2.4 ••
2.2 0 -2.2 • ..
2.0 z 1 1 1 I -
2.0 w••
2 •1.81.8 M •1.8 -W
G -1.6 N -1.6 1.60
U 1.4
1 1 d 1.4 •••
0 -1.2 t 1 1 1.1 •
1.2 X1.1•
N 1.0 .. 1.0 .
L o6
I
a
o 4
1 1 1 .
08
0 61 10 20 50 100 200 5001000
c -0.2
1 1 1 1 (0.1) (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (92.9)
loo ,
z 4 3 I I I I +
oz
Effective Wind Area,
ft2 (m )
0.4
I 1 +0.3
10 20 50 100 200 5001000
0.1) (0.9) (19) (4.6) (9.3) (18.6) (46.5)(92.9)
Effective Wind Area, ft (rr )
Notes:
1. Vertical scale denotes GCP to be used with qh.
2. Horizontal scale denotes effective wind area, in square feet (square meters).
3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively.
4. Each component shall be designed for maximum positive and negative pressures.
5. If a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 0:- 7°,
the negative values of GCP in Zone 3 shall be equal to those for Zone 2 and positive values of GCP in
Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure 30.4-1.
6. Values of GCP for roof overhangs include pressure contributions from both upper and lower surfaces.
7. Notation:
a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of
least horizontal dimension or 3 ft (0.9 m).
h: Eave height shall be used for 8 <-10'.
8: Angle of plane of roof from horizontal, in degrees.
1
E
5000 psi Concrete 6000 p -i ConcreterMch.,
ze / hes)es(
pound.)ds)
Ocplh Tcnslvn_ar'
0.75
Tension
pounds)
5h car
pounds)
Tension
pounds)
Shear
p01 Ads)
Tension
Pnundr)
Shcor
pounds)
Tension
neunds)
1
Sher
1000. 240 390 335 211 775 360
450. 550 575 550 500 570
550 99550 I.1IS G+0 1.215 730
2-1/2 0000
1-1/2
PRODUCT OESCRIPTON: • ••• • • • • •• •
ThIE WEDGE -BOLT nrvCHOR 11ADNv All-nGI STfiENGTI-I CnraDO1+5TEr_L nNC1lOn OEuIG•ED O SI IN T G Gp EGATE •
CON CRETE. IT IS A vERSn TILE. HIGH PERFORM nrvGE nNCHOn n-1nT 15 nEMOvn DL C. IT 15 nVn•Ap Aih 151 O E)jlty E
I.IEAO IN I'll. 3101. Irz- 7.- AND YI- DIAMETERS. THC WCOGE-BOLT ANCHOR IS A ONE-PIG111- T 4ORAEO FRO-AIRAGm
I I •
IA`ROEN-0 STEEL MTI n FINISHED HEX HEAD FORMED WITH AN INTEGRAL WASHErL n DUAL LEAD Thus Cn D. 1110 A CI n MFEnCO
THEHE CN 0014 STEEL VERSION OF R,E A14CVIOR IS ZINC -PLATED FOn Conn OSION ne SI STANCE W1711 A SUPPLE11CM1AL
CHROMATE FINISH IN ACCOnDAHCE WITH ASTM 0 033. -
Gf_lJrIZAi 11OTE5: THESE nPPRU VnL CUMENTS REPRESENT n POWER WED: C-OOLT /WCHOR T CON -EO WITH TI.,E PROVISION SET FOn INCACCEPTANCEOFANOTICEOFACCEPTANCEfNOAIBYMIAMI-pADF COUNTY PRODUCT CON -OLOL OI VISION rOn, _a hr,G1I LOCI 7•
11UnR c:A ,C ZONE (MVI -1Z) OF TIME FLORIDA BUILDING CODE 200+ WITH 2005 SUPPLEMENT.
7, ANCHOR INSTALLATON SHALL OE MADE IN ACCOROAPICE WITH THE MANUFACTUn FS PUOLISHEO 11+STALLATION 1AISTRUCTION5
ANO THIS MIAMI -BADE COUNTY DCCO NOTICE OF ACCEPTACE. THWDECOG E-OLT ANCI [On HOLE MUS T 9E DRILLED USING n -
SPECIAL MATCHEO TOLERANCE WEDGE -BIT. TO INSTALL THE ANCI-10n. PRESS 71 -IC CI In MFERED TIP OF THE ANC14OR THROUGH
THE FIXTURE- I' o-rHC HOLE 1110 TIGHTEN 17 USING A SOCIICT Wnr_NCH OR 1MPn CT W CNCH. AS I.E ANCI-1Or1 IS TIGIATCHEO
INTO TI -IC HOLE, THC R _VERSE PARABOLIC DUAL LEAD THRCAOS U1.IOCRCUT THE WALL OF THE HOLE. INE DUAL LEAO TI-1READ IS /
FOnMEO WITH A HIGH HELIX ANGLE FOR FAST ENTnT AND AOVAN.N.. A SPECIALLY OESIGNEO RELIEF THREAD FOnMEO 113 TIME '
BOOP'... 00P' OF THE AI•IC110R ALLOWS EASY TIGHTENING. FOR EASC OF IOENTIFICATION AFTER INSTILLATION. 'Ile 1-10 OF T11E '
A NCI -10R IS S -PEO WITH BOTH THE DIAMETER AND LENGTH ALLOWA13LC TEN51Of1 AND SHCAn VALUES ARE NOTED IN 7ARLE I
J. NO INCREASE IN ALLOWABLE STRESS HAS BEEH USED IN THE DESIGN Or THIS PRODUCT. y
r11C5E APPROVAL OOCU Mf_NT5 MC GENCn1C -NO DD 1.107 INCLUDE INFONMATIOII FOR SITESPCCIFIC APDL ICA NON. '
S USE OF TT-T_SE -OVAL OCCUMENTS SIAALL COMPLY WITH CHAPTEn GIGI123 Or -C FLOn.BA AOMINISTRAI-r CODE /
G. ANY MODIFICATIONS On ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID T1r_ X11 -OVAL OCCUMCNT5 I
E U.. T WEDGE -BOLT ANCHOR -All -111h, Loads.
ANCHOR -All. able 5 acin and Ed a Distance. /
Embed -L cte2000
psi11,67B
3000 psi Concrete 4-700 psi Conercle 5000 psi Concrete 6000 p -i ConcreterMch.,
ze / hes)es(
pound.)ds)
Ocplh Tcnslvn_ar'
0.75
Tension
pounds)
5h car
pounds)
Tension
pounds)
Shear
p01 Ads)
Tension
Pnundr)
Shcor
pounds)
Tension
neunds)
1
Sher
1000. 240 390 335 211 775 360 115 400
0 450. 550 575 550 500 570 620 625
n
r 2 4000 795 550 99550 I.1IS G+0 1.215 730
2-1/2 0000 1.02$ - 5$00 1.2'10 Gi0 I,JIS 730
1-1/2 17rJ5 555 1U10 GJO 1,170 69 1.110 7G0 1,]
10275000651,190 900 1.270 1.110 1.190 1,]00 1,70
2-1/2 1.027 0 1.100 1.370 1.370 1.]70 1195 1.510 1,035 1710
1.150 5 I.G95 1,,5 0 2.205 1.595 2,175 1,710
3-I/2 - 1.975 5 2.205 1.535. 2_535 1.590 2.025 1.
6502. 715 0 050 1.570 - 905 1,705 1.090 1.9,
52-1/2 1.025 0 1.165 1.775 1.300 1,975 I,IGO 2.0752.270
3 1400 0 1.115 1.9,S 1.750 2.095 2.150 2.105 2,745 2.270
3-1/2 ISIS 2.165 1.020 2.220 2.120 2.270 530 2.735 2.975 2,1011
1.090 2.163 2525 - 2.220 3.155 2.270 7.155 2.]]5 155 2.400
1 2-1/2 055 1.000 1 020 2.255 1.100 2.705 1,.55 3.070 1.725 7750
3 1.110 2,325 1.195 2.690 1.015 057 2 x'15 305 2.2,0 7550
Sze
1 2.060 7.115 2.625 3.,20 7,190 7.690 7.705 3.0]5 3.590 7.900
7 ]23 3.75. 7.940 010 270+,005 355 5.Z 15 1,,40
1 7 uM 00. I,JSp 7,120 1.620 035 1-900 1 265 2.175 695--
1.7.0 7.63. 7_-, IU 590 3•.35 555. 3.270 5.630 505 7u
3y`I
2.075 1.G9U 3.293 00 775 6.111 7D3 4.13.1.050 4.190
G 3.005 57,5 4.190 4.210 O.OU 5.7$3 6.0+7u C•.190 6.r..7u-
1- Allot'nbl< L -J, ar vzcebd on Ultinn.lc Lood d:.ided by o 1:1 :.Lely loclor.
2- Spoeinq and edgedistance :holt be in a<eordonce ..ilh Table No. 2.
wCOGE-001-T ANCI[On
A- LCWGTH 0= DI AMC TER
TAnl.E NO. 2 wEOGE-00LT ANCHOR -All. able 5 acin and Ed a Distance. /
DISTANCE FOR FULL ANCHORCAPACITY (Critical Distance) 1 DISTANCE FOR REOUCCD ANCHORCAPACrtY (M ,m m Oi stanc c)
REOucr1ONFnCTDR7
SrnClllr, nCTUCCII AlICNUOS- frOSIO" 124 y Id 0.50
Sn Clh6 K-ECII ANCHORS - 91CnR lad d 0.75
C.GC 01SI11ICC - TCIIS(OII ad 1 30 0.70
CnGC .15 -CE- S11CnR 12d
I- T. listed wolves ore thnim distonees required to blain the load values lislinn Tabic Ho. 7.'
d' / equols Anchor
Diumcte
er.n,mv,Whcn odjocenl anchors arc dill crept s1 a or emb.d-.nL..u e largest v 1 0l "d•
2- Ttc listed ..1-sthe minlmvm dist... - of rrllieh the onehor can be set, .hen laud values
Oreo/
e
odju sled opP1.ptial ely.
luu cl +OIVc'' n lllc loblcs ore multiplied py the rcdu<lion loclor -hen neh.rs ore installed vl the /
dist... , Osled. linear interpalohon may be used for zp.clnq a edge Jis lances Delneen the
crilicol and- m distances. Muftip(e reduction factors to, more than rune spacing 0, edge dislanee '
1,011 be [olc,lo Led scparolcly and multiplied. y
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ATE: 06/08/18
X3"X3" PL. INTO
I EXISTING CONC. WALL--
REVISIONS BY
W/(1) %"4 WEDGE ANCHOR
MIN. EMBEDMENT 3y") COTAr@36" O.C.
2"
1 3' 0
PLATE DETAIL 8_
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MIAMI SHOR S V1I # :kGE
RECEIVED
APPROVED DATE
s`
6" AUG 2 0 2010
ZONING j v Q` 0 LUrD
A.
F.F. 2" STRUCTURAL Iw• o•
o •
4° X 2" X 4" PL. LL PIPE TO BE 1Y"0 U.N.O. 2.
INTO CONC. OR
GROUT FILLED CMU TRICAL
3'
W/ (1) $" X 3" GENER NOTES If applicable
4 SLEEVE ANCHOR
TYP OF 2) ALL S UCTURAL PIPES TO BE SCH. 40 GALV. STEEL A53-Fy--36 ksi SHEET DESCRIPTION
1 PLUAOING ALL S UCTURAL STEEL PLATES TO BE STEEL A-36 - Fp 36 ksi ISOMETRIC
NOTE: CONTRACTOR TO FIELD VERIFY ALL NNECTIONS TO BE FULLY WELDED "-E7018ALLCt
DIMENSIONS PRIOR TO FABRICATION. LDS COVERED WITH CORROSION RESISTANCE COATING.
SHEET: 1 of 1ALLSUCTURESDESIGNEDINACCORDANCEWITH:
PLATE DETAILF.B.
0M6CFiANICAI
17
A.S.C.
E 7-10
FXPOq E "C" - V= 105 MPH
THIS FABRIC -COVERED STRUCTURE MUST BE DESIGNED WITH AS..S.
0 th EDITION
A QUICK REMOVAL OR BREAKWAY FABRIC AT WIND VELOCITIES NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND
EOUAL OR GREATER THAN 75 MPH ACCORDING TO FBC 3105.4.2.1 BLD OR IF Y PART OF THE DRAWINGS IS NOT UNDERSTOOD.
PROVIDE PERMANENT LABEL ISOMETRICS CANVASMUST BE REMOVED WHEN A HURRICANE WARNING
SU D (FBC 3105.4.
2.1) - PROVIDE PERMANENT LABEL
SUBJECT TO COMPLIANCE BATH ALL FE ''WMRIC TO MEET CURRENT NFPA-701 FIRE CODE.
STATE AND CCFUNTY RULES AND REG:1 T:%
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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.
CUStQ E%0RD*f.PAJZVISEA:1NV1CyS
CLjtjr eZ ordc; V ; g0a13jj88;9•
Tri Vantage, LLt Invoice # • 1937837
P1raciise vunings Cdrp' I&
jVEolvE -MIAMI FL 33142
TRI VANTAGE, LLC
BY
Quantity 100 YDS
Description SUNBRELLA / BEAUFORT CLASSIC 4982
Product Code
F, 400off—
Certif itate d'DI flame R
REGISTERED ISSUED BY Date Work Performed
APPLICATION
CONCERN No. Glen Raven Custom Fabrics, LLCt '
1831 North Park Avenue 6/15/2018
F-06901 Glen Raven, NC 27217-1100
This is to certify that the materials described at the bottom hereof have been
flame-retardant treated (or are inherently nonflamable). 7 Yrs. Warranty
FOR TRIVANTAGE, LLC AT 1831 NORTH PARK AVE.
CITY GLEN RAVEN STATE NC 27217
Certification is hereby made that: (Check "a" or "b")
a) The articles described at the bottom 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
IIX (b) The articles described at the bottom 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 SUNBRELLA / BEAUFORT CLE Reg. No. F-06901
The Flame Retardant Process Used Will Not Be Removed By Washing
will or will not)
DONALD E. KAUFFMANN By 'EPHANIE MUMMERT, QC General Mg
Name of Production Superintendent 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.
CUStQ E%0RD*f.PAJZVISEA:1NV1CyS
CLjtjr eZ ordc; V ; g0a13jj88;9•
Tri Vantage, LLt Invoice # • 1937837
P1raciise vunings Cdrp' I&
jVEolvE -MIAMI FL 33142
TRI VANTAGE, LLC
BY
Quantity 100 YDS
Description SUNBRELLA / BEAUFORT CLASSIC 4982
Product Code