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<br />NOTE:
<br />ALL STEEL MUST BE HOT DIPPED GALVANIZED.
<br />:1 Z
<br />PARTIAL EXISTING THIRD FLOOR AND LOW ROOF PLAN /
<br />SCALE: Y4" = V-0"
<br />STRUCTURAL NOTES:
<br />GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO
<br />SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF
<br />DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR,
<br />STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND
<br />ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE
<br />DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON THE STRUCTURAL
<br />DRAWINGS.
<br />CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH
<br />THEFLORIDA BUILDING CODE 2007 EDITION WITH THE 2009 SUPPLEMENT. FOLLOW ALL
<br />APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION.
<br />TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE
<br />DEPENDS ON INTERACTIONS OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE
<br />BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE
<br />WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER
<br />FINAL CONFIGURATION ONLY.
<br />EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD
<br />VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES
<br />FROM CONDITIONS SHOWN ON THE DRAWINGS.
<br />EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS
<br />WAS TAKEN FROM EXISTING DRAWINGS TITLED EAST PASCO MEDICAL CENTER PREPARED BY
<br />FREDERICK S. SCOTT, ARCHITECT & FRED H. PETRY, ENGINEER. WORK SHOWN ON THESE PLANS
<br />ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE
<br />ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES,
<br />MATERIALS, SECTIONS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER
<br />IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.
<br />DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE
<br />FLORIDA BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND
<br />ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER FBC:
<br />EXISTING ROOF: 20 PSF LL
<br />WIND SPEED: 110 MPH (PER CHAPTER 6 ASCE 7-05)
<br />EXPOSURE: B
<br />IMPORTANCE FACTOR: 1.15 CATEGORY IV
<br />INTERNAL PRESSURE COEFF.: +/-0.18 ENCLOSED
<br />5'-6" 6-6"
<br />3.14# GALVANIZED EXPANDED METAL
<br />SHOP WELDED TO AN LE FRAME
<br />+6'-0" ABOVE
<br />ROOF
<br />L 2 Y2"x2 Y2"xY4"
<br />ANGLE FRAME
<br />4'-10y" 3'.p" I. 6'-4Y2" 1. 8'-11 Ye"
<br />SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION
<br />AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING:
<br />STRUCTURAL STEEL
<br />IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,
<br />THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE
<br />STATE OF FLORIDA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE
<br />ARCHITECT AND ARE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER.
<br />STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTMA992, GRADE 50. PLATES
<br />AND ANGLES SHALL CONFORM TO ASTM A36. TUBES SHALL CONFORM TO ASTM A500, GRADE B (Fy
<br />- 46ksi). PIPES SHALL CONFORM TO ASTM A53, GRADE B. DESIGN, FABRICATION, AND ERECTION
<br />SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND
<br />ERECTION OF STRUCTURAL STEEL BUILDINGS". BOLTS SHALL CONFORM TO ASTM SPECIFICATION
<br />FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR
<br />ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX
<br />ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS NOTED OTHERWISE. WELDING SHALL BE BY
<br />AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS
<br />QUALIFICATION IS SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. STEEL TO RECEIVE ONE
<br />SHOP COAT AND ONE FIELD TOUCH-UP COAT OF APPROVED PRIMER (TNEMEC-ZINC SERIES 90-97
<br />OR ENGINEER APPROVED SUBSTITUTE). STEEL TO BE CLEANED PER SSPC-SP6 COMMERCIAL
<br />BLAST CLEANING PROCEDURE AND MUST BE CLEAN, DRY, AND FREE OF OIL, GREASE, AND OTHER
<br />CONTAMINANTS BEFORE PRIMING COMMENCES.
<br />ALL BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM 3/4 INCH DIAMETER ASTM A325 HIGH
<br />STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE
<br />REACTIONS SHOWN ON THE DRAWINGS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE
<br />BEAM CONNECTIONS TO SUPPORT AN END REACTION OF 1/2 THE ALLOWABLE UNIFORM LOAD
<br />CAPACITY WITH A MINIMUM OF TWO BOLTS.
<br />ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR A36.
<br />NOTE:
<br />1. USE CARE WHEN CUTTING THE NEW OPENING IN
<br />THE EXISTING CONCRETE SHEARWALL.
<br />2. DRILL PILOT HOLES AT CORNERS OF OPENING
<br />BEFORE CUTTING.
<br />3. DO NOT OVER CUT OPENING.
<br />B " = " ELEVATION
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<br />CONSULTING ENGINEERS
<br />8810 Commodity Circle, Suite 02
<br />Orlando, Florida 32819
<br />407.363.1201 • FAX 407.363.1204
<br />Engineering Certification # 5762
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<br />Project No.11007.00
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<br />$DATE$ $TIME$ $FILER$
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