GENERAL REQUIREMENTS: CONSTRUCTION RESPONSIBILITY:

AL SHAKHSHEIR
1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FOR ENGINEERING CONSULTATION

SPECIFICATIONS AND OTHER PROJECT DRAWINGS BY OTHER DISCIPLINES. ALL COMPLETED STRUCTURE, AND ARE NOT INTENDED TO INDICATE THE METHOD OR AL-SHMISANI -ABDULHAMEED SHARAF ST.
TEL +962 6 5604606 - FAX +962 6 5625511

WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED BELOW. MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE P.O.BOX 921525 AMMAN - JORDAN

WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATING TO METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND FOR JOB SAFETY.
EXISTING CONDITIONS BY MAKING FIELD SURVEYS AND MEASUREMENTS PRIOR TO
COMMENCING FABRICATION OR CONSTRUCTION. 2. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE
RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR
3. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR,
PROPERTY. THIS REQUIREMENT IS PARTICULARLY IMPORTANT DURING FOUNDATION OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF
INSTALLATION. ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
4. THE GENERAL CONTRACTOR IS ADVISED TO CONSIDER PERFORMING
PHOTOGRAPHIC SURVEYS AND OTHER DOCUMENTATION OF THE CONDITION OF 3. PERIODIC SITE OBSERVATION VISITS MAY BE PROVIDED BY THE STRUCTURAL
ADJACENT BUILDINGS AND OTHER STRUCTURES BEFORE THE START OF ENGINEER. THE SOLE PURPOSE OF THESE OBSERVATIONS IS TO REVIEW THE
CONSTRUCTION. GENERAL CONFORMANCE OF THE CONSTRUCTION WITH THE STRUCTURAL
CONTRACT DOCUMENTS. THESE LIMITED OBSERVATIONS SHOULD NOT BE
5. THE GENERAL CONTRACTOR SHALL OBTAIN COPIES OF THE LATEST CONTRACT CONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT ALL CONSTRUCTION
DOCUMENTS, INCLUDING ALL ADDENDA, AND PROVIDE THE RELEVANT PORTIONS TO IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE GENERAL
ALL SUB-CONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTAL OF SHOP DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE
AND FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. WITH THE CONSTRUCTION DOCUMENTS.

6. THE GENERAL CONTRACTOR SHALL COMPARE AND COORDINATE THE DRAWINGS

OF ALL DISCIPLINES AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS PRIMARY CODES AND SPECIFICATIONS:
TO THE ARCHITECT AND ENGINEER.
1. CONCRETE CODES:
7. DETAILS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATIONS THAT ARE THE A. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-05).
SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SEE DETAIL TITLES FOR B. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).
APPLICABILITY OF A PARTICULAR DETAIL. TYPICAL DETAILS SHALL APPLY 2. STRUCTURAL STEEL CODES:

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ARCHITECTURE
WHETHER OR NOT THEY ARE SPECIFICALLY KEYED AT EACH LOCATION. THE A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, (AISC 360-05).
ENGINEER SHALL HAVE FINAL AUTHORITY TO DETERMINE APPLICABILITY OF B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, (AISC
TYPICAL DETAILS. 303-05).

8. WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS THE STRICTEST

REQUIREMENTS, AS INDICATED BY THE STRUCTURAL ENGINEER SHALL GOVERN.

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9. DELEGATED ENGINEER REQUIREMENTS: THE FLORIDA BOARD OF PROFESSIONAL
ENGINEERS HAS ISSUED STATEMENTS ON RESPONSIBILITIES OF PROFESSIONAL
ENGINEERS, PURSUANT TO CHAPTERS 61G15-30 AND 61G15-31 OF THE FLORIDA
ADMINISTRATIVE CODE. CERTAIN COMPONENTS OF THE STRUCTURE REQUIRE THE
WORK OF DELEGATED ENGINEERS FOR THE DESIGN OF THOSE COMPONENTS. ALL
RELEVANT PROCEDURES PRESENTED IN THE FLORIDA ADMINISTRATIVE CODE SHALL
APPLY TO THIS PROJECT.

10. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS
ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR
TO FABRICATION OR START OF CONSTRUCTION.
COMMERCIAL
11. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED
IN STRENGTH UNLESS APPROVED BY THE STRUCTURAL ENGINEER. PROJECT

Owner Faris Al-qaryouti

12. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL,
Project Commercial Project
ELECTRICAL AND PLUMBING DRAWINGS FOR ANCHORED, EMBEDDED OR SUPPORTED
ITEMS. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. Plate Ground Floor

Lot No . 735

No. Basin - 46

Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S01

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:29 PM, AutoCAD PDF (General Documentation).pc3
 STRUCTURAL STEEL: AL SHAKHSHEIR
10. FIELD CONNECTIONS SHALL BE WELDED OR HIGH
1. SEE NOTES ON PRIMARY CODES
STRENGTH BOLTED AS DETAILED. NO FIELD WELDING OF FOR ENGINEERING CONSULTATION

AL-SHMISANI -ABDULHAMEED SHARAF ST.

AND SPECIFICATIONS. HOT DIPPED GALVANIZED MEMBERS WILL BE ALLOWED. TEL +962 6 5604606 - FAX +962 6 5625511

USE 6 MM FILLET WELD MINIMUM.

P.O.BOX 921525 AMMAN - JORDAN

2. MATERIALS:
11. DURING THE ERECTION OF STEEL BEAMS AND DIAGONAL
BRACING, ALL BOLTING AND FIELD WELDING SHALL BE
COMPLETE BEFORE RELEASING HOISTING CABLES.
12. SUBMIT FOR REVIEW SHOP DRAWINGS OF STEEL
DETAILS PRIOR TO FABRICATING STRUCTURAL STEEL.

13. ALL EXTERIOR ELEMENTS AND THOSE ELEMENTS

NOTED TO BE GALVANIZED SHALL BE HOT DIPPED
GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER
SANDBLAST CLEANING PER SSPC-SP10. USE ASTM F568M
BOLTS HOT DIPPED GALVANIZED WITH GALVANIZED
HARDENED WASHERS AND GALVANIZED HEAVY HEX NUTS
FOR BOLTING OF GALVANIZED ITEMS.

14. STEEL COLUMNS, BASE PLATES AND ALL STEEL BELOW

GRADE SHALL HAVE A MINIMUM 75 MM CONCRETE COVER
PROTECTION.

15. MEMBERS NOTED AS "CONTINUOUS" SHALL BE FULLY

3. NON-SHRINK, NON-METALLIC GROUT WITH A 28 DAY WELDED AT ALL BUTT SPLICES OR CONNECTIONS SHALL
STRENGTH OF 35MPA SHALL BE USED UNDER BASE PLATES. BE DETAILED TO PROVIDE CONTINUITY.
SEE SPECIFICATIONS FOR TESTING REQUIREMENTS.

4. ENGINEER SHALL BE CONTACTED FOR APPROVAL OF ANY

FIELD MODIFICATIONS OF ANCHOR BOLTS OR RODS AND COLUMN
BASE PLATES.

5. TEMPORARY BRACING OF STRUCTURAL STEEL ELEMENTS IS STEEL ROOF DECK:

THE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL 1. ROOF DECK SHALL BE 55 MM DEEP. SEE ROOF PLAN FOR GAGE

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ARCHITECTURE
STABILITY SHALL BE MAINTAINED AT ALL TIMES DURING THE AND PROFILE DESIGNATION.
ERECTION PROCESS. CONTRACTOR MUST PROVIDE NOTIFICATION
TO THE ERECTOR THAT, BY TESTING, THE FOUNDATION AND 2. ROOF DECK SHALL BE PLACED SO AS TO COVER AT LEAST TWO
SPANS. NO SINGLE SPAN CONDITIONS SHALL BE USED.
SUPPORTING WALLS HAVE ATTAINED SUFFICIENT STRENGTH TO
SUPPORT THE STEEL TO BE ERECTED BEFORE ERECTING 3. DECK SHALL BE FABRICATED SO THAT DECK RUNS CONTINUOUSLY
STRUCTURAL STEEL. OVER OPENINGS. THE OPENINGS IN THE DECK SHALL NOT BE CUT
UNTIL THE OPENING IS NEEDED (PER OSHA).

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6. PROVIDE ONE SHOP COAT OF PRIMER (TT-P-636) ON ALL
STEEL EXCEPT FOR ITEMS TO BE HOT DIPPED GALVANIZED OR 4. STEEL DECK SHALL CONFORM TO ASTM A653 SQ GRADE 33 (FY =
SPRAY FIREPROOFED. DO NOT PAINT PORTIONS EMBEDDED IN 228 MPA).
CONCRETE.
5. STEEL DECK SHALL BE GALVANIZED WITH A PROTECTIVE ZINC
7. FRAMING CONNECTIONS NOT DETAILED, OR CONNECTIONS COATING CONFORMING TO ASTM A924, WITH COATING DESIGNATION
THAT ARE MODIFIED FROM THOSE DETAILED, SHALL BE G90.
DESIGNED BY SUPPLIER FOR THE END REACTION SHOWN ON THE
PLAN. IF NO REACTION IS PROVIDED, DESIGN FOR 1/2 THE BEAM 6. SEE ROOF PLAN AND DETAILS FOR ROOF DECK ATTACHMENT AND
MAXIMUM UNIFORM LOAD PER AISC MANUAL FOR STEEL FORCES IMPOSED DUE TO UPLIFT AND DIAPHRAGM SHEAR UNDER
CONSTRUCTION. SUBMIT SIGNED AND SEALED CALCULATIONS. WIND LOADING. SEE SPECIFICATIONS FOR INSPECTION AND
REPORTING REQUIRED ON ROOF DECK ATTACHMENT.
8. ALL WELD OPERATORS SHALL BE CURRENTLY AWS 7. PROVIDE A MINIMUM END BEARING OF 50 MM OVER SUPPORTS. END COMMERCIAL
QUALIFIED. LAPS OF SHEETS SHALL BE A MINIMUM OF 50 MM AND SHALL OCCUR
OVER SUPPORTS.
9. SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH PROJECT
BOLTED. USE 6 MM FILLET WELD MINIMUM. 8. THE CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS
AND CONFIRM THE SIZE AND LOCATION OF ALL OPENINGS. OPENINGS Owner Faris Al-qaryouti

LARGER THAN 300 MM, AND AS DETAILED, SHALL HAVE STEEL Project Commercial Project

FRAMING SUPPORTING ALL EDGES. Ground Floor

Plate

9. STEEL MEMBERS SUPPORTING STEEL DECK AT THE PERIMETER OF Lot No . 735

THE BUILDING SHALL BE CONTINUOUS, BUTT WELD PIECES WHERE No. Basin - 46

SPLICES OCCUR. Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S02

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:29 PM, AutoCAD PDF (General Documentation).pc3
 AL SHAKHSHEIR
FOR ENGINEERING CONSULTATION

AL-SHMISANI -ABDULHAMEED SHARAF ST.

TEL +962 6 5604606 - FAX +962 6 5625511
P.O.BOX 921525 AMMAN - JORDAN

and the buildings speak for themselves

visual art
ARCHITECTURE
is a
COMMERCIAL

PROJECT

Owner Faris Al-qaryouti

Project Commercial Project

Plate Ground Floor

Lot No . 735

No. Basin - 46

Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S03

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:30 PM, AutoCAD PDF (General Documentation).pc3
 AL SHAKHSHEIR
FOR ENGINEERING CONSULTATION

AL-SHMISANI -ABDULHAMEED SHARAF ST.

TEL +962 6 5604606 - FAX +962 6 5625511
P.O.BOX 921525 AMMAN - JORDAN

and the buildings speak for themselves

visual art
ARCHITECTURE
is a
COMMERCIAL

PROJECT

Owner Faris Al-qaryouti

Project Commercial Project

Plate Ground Floor

Lot No . 735

No. Basin - 46

Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S04

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:30 PM, AutoCAD PDF (General Documentation).pc3
 AL SHAKHSHEIR
FOR ENGINEERING CONSULTATION

AL-SHMISANI -ABDULHAMEED SHARAF ST.

TEL +962 6 5604606 - FAX +962 6 5625511
P.O.BOX 921525 AMMAN - JORDAN

and the buildings speak for themselves

visual art
ARCHITECTURE
is a
COMMERCIAL

PROJECT

Owner Faris Al-qaryouti

Project Commercial Project

Plate Ground Floor

Lot No . 735

No. Basin - 46

Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S05

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:30 PM, AutoCAD PDF (General Documentation).pc3
 AL SHAKHSHEIR
FOR ENGINEERING CONSULTATION

AL-SHMISANI -ABDULHAMEED SHARAF ST.

TEL +962 6 5604606 - FAX +962 6 5625511
P.O.BOX 921525 AMMAN - JORDAN

Shear Stud Ø19 100 mm Concrete Mesh Ø6 @150mm Shear Stud Ø19, H=80mm @375mm 50 mm Finishing Decking 0.75mm thick 100 mm Reinforced Concrete
H=80mm @375mm Mesh Ø6 @150mm 100 mm Finishing Decking 0.75mm thick

and the buildings speak for themselves

visual art
ARCHITECTURE
is a
Finishing

Composite Slab

Shear Stud Ø19 100 mm Concrete

H=80mm @375mm Mesh Ø6 @150mm 100 mm Finishing Decking 0.75mm thick

COMMERCIAL

PROJECT

Owner Faris Al-qaryouti

Project Commercial Project

Plate Ground Floor

Lot No . 735

No. Basin - 46

Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S06

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:31 PM, AutoCAD PDF (General Documentation).pc3
 AL SHAKHSHEIR
FOR ENGINEERING CONSULTATION

AL-SHMISANI -ABDULHAMEED SHARAF ST.

TEL +962 6 5604606 - FAX +962 6 5625511
P.O.BOX 921525 AMMAN - JORDAN

Finishing

Composite Slab
Finishing

Composite Slab

and the buildings speak for themselves

visual art
ARCHITECTURE
Finishing

Composite Slab

Finishing

Composite Slab

is a
COMMERCIAL

PROJECT

Owner Faris Al-qaryouti

Project Commercial Project

Plate Ground Floor

Lot No . 735

No. Basin - 46

Design By TEAMWORK

Drawn By ENG.TASNEEM BARHOUM

Date Scale Drawing No

2/2024 1/100 S07

F:\Masar\Thoqan\Steel Slab\STR 8-2-2024.dwg, 2/7/2024 8:28:31 PM, AutoCAD PDF (General Documentation).pc3