CC-17-2849 (2)11
Miami Shores Village
Building Department
g p
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
RECEIVED
Aug z 1 toy
FBC 2011 e�^
CCF7-2 -3
❑ BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑ RENEWAL
❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Barry University - 11300 NE 2nd Ave, Miami Shores, FL - Garner - Dunkin Donuts
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction "type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Barry University Phone#: 308.899.3995
Address: 11300 NE 2nd Ave
City: Miami Shores State: FL Zip: 33161
Tenant/Lessee Name:
Email: Jyao@barry.edu
CONTRACTOR: Company Name:
Address: I k 8� 7< G
City: UB.-Y
Qualifier Name:
State:
ne#: 5T.L4a,313(4Z
State Certification or Registration #: � G 0 iD 0 1 C Certificate of Competency #:
DESIGNER: Architect/Engineer:
ne#:
Zip:
Address: City: State
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition /❑ Alteration 0 New Repair/Replace
Description of Work: b (— l
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ 2'(P Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ o 1 W
CCF $
DBPR $
Zip:
❑ Demolition
o �
CO/CC $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
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 exceeding $2 0, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochu wi a delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notic of commence must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit i
is ued. In the a notice, the
inspection will not be approved and a reinspection fee will be charged. I d
Signature Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
'sl day of WCAA L 120 JR/J by
Susan Rosenthal .-who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY ��IC:
Prin • f — — 'v�r'i r
Seal #0 Notary Public State of Florida
Jeffry J Yao
p,r.�My Commission FF 168481
Expires 11/12/2018
The foregoing instru
Vk—
day 0C
me or who has prod
CONTRACTOR
was acknowledged before me this
2012J by
r
�� who is personally no n to
identification and who;<lid take an oath.
NOTARY PUBLIC:
Sign*�
Print:
Seal:: * e Commission N GO 11911
11 **i My Commission Expires
091!n p' October 12. 2020
as
************************************************************************************************************
APPROVED BY Plans Examiner Zoning
I Structural Review Clerk
(Revised02/24/2014)
(4�"*"'INSPECT[ON RECORD/,aesFdpr�
STRUCTURAL
INSPECTION
DATE'
INSP
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Ti'%RafYets
oofSheathing—
--
Buncks
• Iterior Framing
Lj
Insulation irU
Ceiling Grid
Drywall
Firewall
JiW
Wire Lath
Pool Steel
Pool Deck _
Final Pool
>
Final Fence
Screen Enclosure
Driveway
Driveway Base'
Tin Cap'.
Roof in Progress
Mop in Progress
Final Roof
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
'
DOCUMENTS
Soil Bearing,Cert
Soil .TFeatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
U.5.trL`COM NTS
�r �Itiul 6�•�d
WINDOWS & C JORS
PUBLIC WORKS
F!NAL ®�II
ELECTRICAL
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Unison
Structural Design LLC
Date: 06-06-2018 Report # 1
Project: Barry University - New Dunkin Donuts
Address: 11300 NE 2nd Ave, Miami Shores, FL 33161
Contractor: Ventura Contractor
Permit No: CC17-2849
Present At Site: Carlos
Chief Building Official
Miami Shores Village
Building Department
10050 N.E. 2nd Avenue,
Miami Shores, FL 33138
A site visit was made to inspect steel joist welding to steel insert plate and steel beam at
bearing points. Joist were found properly welded with 1/4" fillet weld as indicated on details on
sheet S3.0 and S3.1. Elements inspected have found in accordance with construction approved
documents and shop drawings.
To the best of my knowledge, belief and professional judgment the above indicated structure is
in compliance with the approved plans and requirements of corresponding Florida Building Code.
o" VENTV 14
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UNISON STRUCTURAL DESIGN, LLC. 7522 WILES RD STE B204 CORAL SPRINGS FL 33067
FL CA N° 29904 EMAIL: UNISONSTRUCTURALDESIGN@GMAIL.COM
PH. (305) 298-0467
11870 State Rd 84, C 14
Davie Florida 33325
phone: 954 423 1362
CG-0060048
A A- 0 0 0 3 1 2 3
Date: 07-02-18
RE: Street Address: 11300 NE 2°d Avenue, Miami Shores, FL 33138
Permit Number: #CC-12-17-2849
Contractor: Ventura Architecture Develoument, Inc.
CLARIFICATION LETTER
Permit Number: #CC-12-17-2849
Contractor: VENTURA ARCHITECTURE DEVELOPMENT INC.
To Whom It May Concern,
Per Engineer's report confirming minimum thickness of polyiso (roofing Insulation) installed by
roofers was 4" and per Manufacture specs 4" is equivalent to 23.6 R-value , which exceeds the
19 r-value per approved plans , We are comfortable with the report and install. For your
Reference attached is the Manufacture Spec which indicates that 4" equals 23.6 LTTR which
stands for "Long Term Thermal Resistance" which supersedes regular r values. If you have
any further questions or concerns regarding this matter please contact my office.
ACFoant%w11
GRF Roof Insulation
DESCRIPTION: Closed -cell polyisocyanurate (polyiso) foam core integrally bonded to non -asphaltic, fiber -reinforced organic felt facers. ACFoam®-II is offered in
a variety of thicknesses, providing long-term thermal resistance (LTTR) values from 5.7 to 26,8. Available in 4ft x 8ft (1220mm x 2440mm) and
4ft x 4ft (1220mm x 1220mm) panels. Manufactured in accordance with ASTM C1289, Type II, Class 1, Grade 2 (20 psi) or Grade 3
(25 psi) and CANIULC-S704 Type 2, Class 3 or Type 3, Class 3.
ADVANTAGES: ACFoam°-II is manufactured using CFC-, HCFC- and HFC-free foam blowing technology with Zero ozone depletion potential (ODP) and virtually
no (negligible) global warming potential (GWP). ACFoam®-II contains between 52.9% and 27.6% recycled materials by weight (Arias Techntcat
Bulletin. T92).
APPLICATION: Manufactured and tested for use in new and re -roofing applications. ACFoam'-ll is used in built-up (BUR), modified bitumen, metal, ballasted
single -ply, mechanically attached single -ply and adhered single -ply roofing systems. These roofing systems depend on proper installation for success-
ful performance, Refer to FM Approvals® RoofNav and UL Online Certifications Directory for additional application details.
INSTALLATION: ACFoam°-II shall be kept dry before, during and after installation. This product will burn if exposed to an ignition source of sufficient heat and
intensity, Do not apply flame directly to ACFoam®-II insulation. Refer to product packaging and P/MA Technica191&eAfl #109for storage and
handling recommendations. An offset or staggered multi -layer application of ACFoam® is strongly recommended when the
total insulation thickness exceeds 2.7" (*18s Technica19u/tetin., TB-5). Typical field fastening requirements can be obtained from membrane
system manufacturer or FM Global Property Loss Prevention Data Sheets 1-29.
Prior to installation, Atlas Roofing Corporation recommends that you consult your local building codes, contract documents, professional engineer,
FM Global, Miami -Dade County and membrane manufacturer for additional installation guidelines as well as design enhancements.
PHYSICAL PROPERTIES
DIMENSIONAL STABILITY I
_
ASTM_02126
IMEEMMMM
< 2% _
COMPRESSIVE STRENGTH
ASTM 01621
20 psi (140 kPa) or 25 psi (172 kPa)
_ WATER ABSORPTION (
ASTM�C209 & 02842
_ < 1.5%, < 3.5%
WATER VAPOR TRANSMISSION
ASTM E96
< 1.5 perm (85.5ng/(Pa•s•m�)
I�
PRODUCT DENSITY 1
ASTM D1622
Nominal 2.0 pcf (32.04 kg/m�
FLAME SPREAD
ASTM E84 (10 min.)
140-60
SMOKE DEVELOPMENT
ASTM E84 (10 min.)
150-170
TENSILE STRENGTH
ASTM 01623
> 730 psf (35 kPa)
SERVICE TEMPERATURE
-
-100•F to +250•F
THERMAL DATA
17.4
`3.0
76.2
_ 3.06
4.375,
111.13
20.5
`3.5
8B.9
3.60
4,375
111.13
23.6
1.0
101.6
4.15
4.375
111.13 t
'Numerical ratings are not Intended to reflect performance under actual fire conditions. Flame spread index of s75 and smoke 'LTTR (long term thermal resistance) values were determined In accordance with CAN/ULC-S770-09. Test samples
development s450 meet code requirements for foam plastic roof Insulation. Codes exempt foam plastic insulation when used In were third -parry selected and tested by an accredited material testing laboratory. The LTTR results were reviewed
FM 4450 or UL 1256. Physical properties listed above are presented as typical average values as determined by accepted ASTM by FM Global and certified by the PIMA Quality Mark Program. 3RSI Is the metric expression of R-value (m' - K/IV).
test methods and are subject to normal manufacturing variation. ' fo Inklmm the effects of1he1m1h17dg1flg Agas simngyrem immends the ose a/mo/tiple layers when & lalal
desired or speci&d R ra/ne regotms an insalagon thickness greater than 27'thick
■ ASTM C1289, Type II, Class 1, Grade 2 (20 psi) or Grade 3 (25 psi)
■ CANIULC-S704, Type 2, Class 3 or Type 3, Class 3
■ CCMC No.12464-L
• OIL Certified for Canada - Insulated Roof Deck Assemblies Construction No. C38 and 52.
Meet CAN/ULC-S126, CAN/ULC-S101 and CAN/ULC-S107
■ OIL Standard 1256 Classification Construction No.120,123 & 292
■ OIL Standard 790 (ASTM E108) Roofing Systems Classification
■ OIL Standard 263 (ASTM El19) Fire Resistance Classification
• UL Standard 1897 Uplift Resistance
• FM Standard 445014470 Approved
Refer to FM Approvals° RoofNav for Specific System Details
■ IBC Chapter 26 & NBC Sections on Foam Insulation
■ California State Insulation Quality Standards and Title 25 1�•1
Foam Flammability Criteria (License #T 1231)
■ Miami -Dade County Approved •
■ State of Rorida Product Approval (FL17989)
PItCgICr CERiFIEO FOR LOW
■ Has acheived GREENGUARD GOLD Certification U E�EMI�C4 ENI9E ONSU OOM GG
Other than the aforementioned representations and descriptions. Atlas Roofing Corporation (hereafter, -Seller') makes no other representations or warranties as to the insulation sold herein. The Seller disclaims all other warranties, express or implied, including
the warranty of merchantability and the warranty of fitness for a particular purpose. Seller does, however, have a limited warranty as to the LTTR-Value of the insulation, the terms of which are available upon request from the Seller. Seller shall not be
liable for any incidental or consequential damages Including but not limited to the cost of installation, removal, repair or replacement of this product. Buyer's remedies shall be limited exclusively to, at Seller's option, the repayment of the purchase price or
resupply of product manufactured by Atlas in a quantity equal to that of the nonconforming product. Atlas distributors, agents, salespersons or other independent representatives have no authority to waive or alter the above limitation of liability and remedies.
r_
ATLAS 770-952-1442 - Atlas Roofing Corporation - 20013 Riveredge Parkway, Suite 800 - Atlanta, Ga • 30328 - roof.atiasroofing.com 09_i 7
Unison
Structural Design LLC
Date: 06-16-2018 Report # 2
Project: Barry University - New Dunkin Donuts
Address: 11300 NE 2nd Ave, Miami Shores, FL 33161
Contractor: Ventura Contractor
Permit No: CC17-2849
Present At Site: Carlos
Chief Building Official
Miami Shores Village
Building Department
10050 N.E. 2nd Avenue,
Miami Shores, FL 33138
A site visit was made to inspect steel 'W' beam connections and Roof metal deck fastening.
Steel beams connections for: W16x67, W12x26 and W8x31 including steel tubes on W8x31
were found adequate as indicated on details on sheet S5.0 and S3.1. Roof metal deck 22 gage
was found properly attached with 5/8" diameter puddle welds and sidelaps (10)#10 Tek screws
as per roof deck attachment table on S1.1. Perimeter steel angle was also bolted in compliance
with details on S3.0. Elements inspected have found in accordance with construction approved
documents and shop drawings.
To the best of my knowledge, belief and professional judgment the above indicated structure is
in compliance with the approved plans and requirements of corresponding Florida Building Code.
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UNISON STRUCTURAL DESIGN, LLC. 7522 WILES RD STE B204 CORAL SPRINGS FL 33067
FL CA N°29904 EMAIL: UNISONSTRUCTURALDESIGN@GMAIL.COM
PH: (305) 298-0467
Unison
Structural Design LLC
RECEIVED
AUG 21 1U18 eP
Date: 06-06-2018 Report # 1
Project: Barry University - New Dunkin Donuts
Address: 11300 NE 2nd Ave, Miami Shores, FL 33161
Contractor: Ventura Contractor
Permit No: CC17-2849
Present At Site: Carlos
Chief Building Official
'
Miami Shores Village
•
Building Department
••••••
•
10050 N.E. 2nd Avenue,
'
Miami Shores, FL 33138COPY
••�••�
A site visit was made to inspect steel joist welding to steel insert plate and steer"beam a
bearing points. Joist were found properly welded with 1/4" fillet weld as indicated on details or
sheet S3.0 and S3.1. Elements inspected have found in accordance with construction approvec
documents.
To the best of my knowledge, belief and professional judgment the above indicated structure is
in compliance with the approved plans and requirements of corresponding Florida Building Code.
CC L-1 _.
�#:
[PERMIT
Miam, Shores VillagePPROVED
BY
DATE
ZONING DEPT
F3LD _'=PT
�J �TTOCOM LIANCEM, ALLE--,FR^L
UNISON STRUCTURAL DESIGN, LLC
FL CA No29904
7522 WILES RD STE B204 CORAL SPRINGS FL 33067
EMAIL: UNISONSTRUCTUR4LDESIGNCGMAIL.COAT
PH: (305) 298-0467
Unison
Structural Design LLC
Date: 06-16-2018 Report # 2
Project: Barry University - New Dunkin Donuts
Address: 11300 NE 2nd Ave, Miami Shores, FL 33161
Contractor: Ventura Contractor
Permit No: CC17-2849
Present At Site: Carlos
Chief Building Official
Miami Shores Village
•
Building Department
••••••
•
10050 N.E. 2nd Avenue,
'
••�•��
•
Miami Shores, FL 33138
A site visit was made to inspect steel 'W' beam connections and Roof metal deck fssfening,
Steel beams connections for: W16x67, W12x26 and W8x31 including steel tubes on WWI
were found adequate as indicated on details on sheet S5.0 and S3.1. Roof metal deck 22 gage
was found properly attached with 5/8" diameter puddle welds and sidelaps (10)#10 Tek screws
as per roof deck attachment table on S1.1. Perimeter steel angle was also bolted in compliance
with details on S3.0. Elements inspected have found in accordance with construction approvec
documents.
i
To the best of my knowledge, belief and professional judgment the above indicated structure is
in compliance with the approved plans and requirements of corresponding Florida Building Code.
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UNISON STRUCTURAL DESIGN, LLC. 7522 WILES RD STE B204 CORAL SPRINGS FL 33067
FL CA N029904 EMAIL: UNISONSTRUCTUR4LDESIGN@GMAIL.004f
PH: (305) 298-0467
Vulcraft BOM 7.0
VULCRAFT GROUP
VULCRAFT FILE NUMBER: 018-18-0016
JOB NAME: Dunkin' Donuts -Barry University
JOB LOCATION:
Miami Shores, FL
....
CUSTOMER NAME:
Reyes Metal Fabricators, Inc.
.'.
`••••'
••••:
CUSTOMER FILE NUMBER:
018-18-0016
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JOIST BILL OF MATERIAL
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JOB: Dunkin' Donuts - Barry University
ANTITY
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i SHEET 1 OF 31
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V U L C RA F T GROUP
5/4/2018 8:53 E
Vulcraft BOM 7.0
LOC: Miami Shores FLeRncilMG
I
PIECE COUNT
PRIMER COLOR
REFER TO DRAWING
.�
SEQUENCE: _
DESC: JOIST TYPE:
CLIP`
n
7 I
I
Gray I
J1
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J1 1
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Depth Type Lmdlg
18 K 4
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TGXL
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• • • • • . . •
DATA PROCESSING CHECKER: ENGINEER:; �i: �IC1p ORDER:; _,, _, SHOP ORDER CHECKER: CAF: 1-
• :
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FILE NUMBER: 018-18-0016 vulcraft BOM 7.0
JOB NAME: Dunkin' Donuts - Barry University
THIS PAGE GOES
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ADDITIONAL NET UPLIFT BACKSHEET
BASE LENGTH
"A"
LEFT END
"B"
"D"
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-C-
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192
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4 - 7 5/8
4 - 7 5/8
158
158
21 - 3 1 /4
J3
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192
192
4 - 7 5/8
4 - 7 5/8
158
158
21 - 3 1 /4
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JOB: Dunkin' Donuts - ggyy ersity_ !
_QnkBTF_
SHEET 2 OF 3
�f 018-18-0016
LOC: Miami Shores, FL BRIDGING PIECE COUNT
! PRIMER COLOR
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+ Gray
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••• • • • ••• • •
FILE NUMBER:
018-18-0016
V U L C RA F T GROUP JUb NAME: uunKin- uonuts - Many University
THIS PAGE GOES
WITH LIST NUMBER: SHEET: 2 OF 3
ADDITIONAL NET UPLIFT BACKSHEET
"B" "Cot
BASE LENGTH
"A"
LEFT END
"D"
BASE LENGTH
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. . . . . . . . . .
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Vulcraft BOM 7.0
Illy u C CI R JOIST BILL OF MATERIAL OU��
V U L C R A F T GROUP JOB: _ Dunkin' Donuts - BaUniversky ❑
5/4/2018 8:53 Errrx LOC: Miami Shores FL BRDGNG
Vukraft BOM 7.0 CLF
SEQUENCE: DESC: _._ JOIST TYPE:
COLOR CODE LIST NUMBER
1
SHEET 3 OF 3
END
PIECE COUNT I PRIMER COLOR
1 , Gray
FILE NUMBER
018-18-0016
REFER TO DRAWNG
J1
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DETAILER: AWE DETAIL CHECKER: SE DATA PROCESSING: __ DATA PROCESSING CHECKER: ENGINMR: " , ; S@OI; OR(:ER: ; ,_; SHOP ORDER CHECKER: CAR f_
• • . • • • • • • • . •
igl IJ C C3 R BRIDGING BILL OF MATERIAL I COLOR CODE
JOB: Dunkin' Donuts - Barry Univers
V U L C R A F T GROUP BOLT i
5/4/2018 8:53 LOC: Miami Shores, FL S¢E PIECE COUNT
Vulcmft BOM 7.0 �-
SEQUENCE: DESC: it 49
LIST NUMBER
2
sHT END OF �11
1 1
FILE NUMBER
0 18-18-0016
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DETAILER AWE DETAIL CHECKER: SE DATA PROCESSING: DATA PROCESSING CHkKik SI-IbP BRDA: SHOP ORDER CHECKER:
N U C 0 R STEEL DECK BILL OF MATERIAL
,V U L C RA F T GROUP FILE NUMBER: 018-18-0016
JOB NAME: Dunkin' Donuts -Barry University AT
SECTION #: LIST NUMBER: 1 SHEET: 1
I r SIDE LAP VENTS REQ'D
TYPE GAG
1.5B 22
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NO
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1
61
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QTY I MRK. I REQ'D FEET INCHES
7.
7
Vulcraft BOM 7.0
Miami Shores, FL
OF 1
D1 OF 1
COVER' A BILL OF MATERIAL MUST
36 ACCOMPANY EACH ROOF DECK
ORDER.
SQRS. SHEET LENGTHS ARE SPECIFIED BY
CUSTOMER. FABRICATION WILL
CONFORM TO BILL OF MATERIAL.
•
PFVARE.A SEPARATE MATEFW `:
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FINIISIgi -- •• • •••••
STAK)"D MINIMWM SHEET LEiM
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TYPE 2.00
TYPE 3.00
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TYPE 1.5VL1
TYPE 1.5VLR
I I I TYPE 2.OVLI
TYPE 3.OVL1
TOTAL SQUARES: 14.95
TYPE 3.ON
TYPE 3.ON1
DRAWN BY: AWE CHECKED BY: SE RELEASED FOR PRODUCTION:
'COVER WIDTH MUST BE INDICATED.
FOR COVERAGE, GAGES AND DECK TYPE AVAILABILITY, REFER TO THE LATEST REVISION OF STEEL ROOF AND FLOOR DECK' CATALOG OR CONTACT YOUR LOCAL VULCRAFT DISTRICT SALES OFFICE
r4U C O R STEEL DECK ACCESSORIES VulcraftBOM7.0
VULCRAFT GROUP FILE NUMBER:
018-18-0016
JOB NAME: Dunkin' Donuts - Barry University AT Miami Shores, FL
LIST NUMBER: 2 SHEET: 1 OF 1
NO
REQ'
MARK
DETAIL
NO
DIMENSION
GAGE
FIN.
LENGTH
FT/IN
BLANK WIDTH
FTAN
MAKE
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REMARKS
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"B"
1200
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#10-1604" (#1 Buildex)
END
••••
•
• •• • ••••••
•••••
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OE C - E nd Closure
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Standard: 200A O60
Length 10'-0"
2 PS - Pour Stop
060
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3 RV - RidgelValley Plate
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Length 10'-O"
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105 deg
Standard: 200A 060
Length 10'-W
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Standard: 200A 060
Length 10'-O"
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Standard: 200A 060
Length 10'.0"
7 COL -Column Closure
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B
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SEQ.
COLOR
COMMENTS
DRAWN BY: AWE A- CHECKED BY: SE RELEASED FOR PRODUCTION:
1/2• 2 1/Y
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UNISON STRUCTURAL DESIGN, LLC
9 No exceptions taken ❑ Revise and resubmit
❑ Make corrections noted
❑ Submit specified item
Corrections or comments made on the shop drawing during this review do not relieve
contractor from compliance with requirements of the drawings and specifications.
This check is only for review of general conformance with the information given in the
contract documents. The contractor is responsible for conforming and correcting all
quantities and dimension; selecting fabrication processes and techniques of
construction; coordinating his work with that of all other trades and performing his
work in a safe and satisfactory manner.
Date: 05/07/2018 By: Leomartni Rodriguez
M�0=1= -101 M I � E ROOF JOIST PLACING PLAN.
ERECTOR NOTE: HANDLING AND ERECTING OPEN WEB STEEL JOISTS AND JOISTGIRDERS. FOLLOW THESE RECOMMENDATIONS FOR BETTER AND SAFER CONSTRUCTION.
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ERECTOR NOTE:
n ■ 2553 [51]
NUMBER of PIECEs� FINAL PRINT
LENGTH
BUND BUNDLE FOR FIELD USE
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oRDER:018-18.0016 DRAWIN,SNO. p1