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<br />GENERAL NOTES:
<br />1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND
<br />COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH
<br />WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
<br />ATTENTION OF THE ARCHITECT AND ENGINEERS.
<br />2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS AND
<br />CONDITIONS UNLESS NOTED OTHERWISE.
<br />3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK
<br />IN PROGRESS UNTIL THE BUILDING IS COMPLETED.
<br />4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN
<br />ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE
<br />FOLLOWING:
<br />A. THE FLORIDA BUILDING CODE, 2010 EDITION.
<br />B. ACI STANDARD 318-08 BUILDING CODE REQUIREMENTS FOR
<br />REINFORCED CONCRETE.
<br />C. BUILDING CODE REQUIREMENTS FOR MASONRY Q STRUCTURES (ACI
<br />530-08/ASCE 5-10/TMS 402-05).
<br />D. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND
<br />ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" NINTH EDITION.
<br />E. AMERICAN FOREST AND PAPER ASSOCIATION, NATIONAL DESIGN
<br />SPECIFICATION 2005 EDITION.
<br />F. ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
<br />STRUCTURES".
<br />5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
<br />THE SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICAL
<br />DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT PRIOR TO
<br />PERFORMING WORK. IN CASE OF CONFLICT THE MOST STRINGENT
<br />CONDITION SHALL APPLY.
<br />6. ALL DIMENSIONS MUST BE COORDINATED WITH ARCHITECTURAL
<br />DRAWINGS AND WITH EQUIPMENT MANUFACTURER (I.E. WINDOW, DOOR,
<br />AIR HANDLER, ETC.). CONTRACTOR MUST OBTAIN AN ARCHITECTURAL
<br />DIRECTIVE IN CASE OF ANY CONFLICT. REFER TO ARCHITECTURAL
<br />DRAWINGS FOR DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS,
<br />CONCRETE AND REINFORCING:
<br />1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI "BUILDING
<br />CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI-318".
<br />2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE
<br />STRENGTHS AS INDICATED BELOW:
<br />CONCRETE MAX WATER TYPE
<br />STRENGTH CEMENT RATIO AGGREGATE LOCATION USED
<br />3000 PSI 0.52 STONE CONCRETE U.N.O.
<br />3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET
<br />STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60.
<br />ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE.
<br />PRIOR TO POURING CONCRETE. ALL REINFORCING STEEL TO BE WELDED
<br />SHALL CONFORM TO ASTM A-706.
<br />4. ALL WELDED WIRE FABRIC (W.W.F.) IN FLAT SHEETS ONLY AND SHALL
<br />CONFORM TO ASTM A-185.
<br />5. UNLESS NOTED, ALL BARS MARKED CONTINUOUS SHALL BE SPLICED AT
<br />ALL LAP POINTS AND CORNERS AND DEVELOPED AT NON -CONTINUOUS
<br />ENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOP BARS AT
<br />CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARS
<br />AT SUPPORTS.
<br />6. CONCRETE COVER FOR REINFORCING BARS SHOWN IN TYPICAL DETAILS.
<br />7. UNLESS NOTED, TEMPERATURE REINFORCING (ASTM A-615-60) TO BE
<br />0.0018 X CONCRETE AREA.
<br />8. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED JUST
<br />BEFORE PLACING NEW CONCRETE IN ACCORDANCE WITH THE BUILDING
<br />CODE.
<br />9. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR,
<br />ALL PIPE SLEEVES, OPENINGS, ETC, REQUIRED FOR VARIOUS TRADES.
<br />10. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN
<br />SUFFICIENT TIME TO ALLOW THEM TO SET ANCHORS, INSERTS, BOLTS,
<br />HANGERS, ETC., AS REQUIRED FOR THEIR USE.
<br />11. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGH
<br />ALUMINUM PIPES. CONCRETE SHALL NOT BE PLACED IN CONTACT WITH
<br />ALUMINUM, ALUMINUM MIXING DRUMS, TRUCK MIXERS, BUGGIES,
<br />CHUTES, CONVEYORS, TREMIE PIPES, AND OTHER EQUIPMENT MADE OF
<br />ALUMINUM SHALL NOT BE USED ON THIS PROJECT.
<br />12. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE
<br />HRWR ADMIXTURE (SUPER PLASTICIZER) IS USED. MAXIMUM SLUMP IS
<br />THEN 8 INCHES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
<br />13. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT WITH THE
<br />PERMISSION OF THE ENGINEERS AND AFTER LABORATORY DESIGN MIX
<br />APPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORE CHLORIDE IONS
<br />THAN ARE PRESENT IN MUNICIPAL DRINKING WATER.
<br />14. WATER REDUCING ADMIXTURE SHALL CONFORM TO THE ASTM C-494,
<br />TYPE A, AND SHALL BE USED IN ALL CONCRETE.
<br />15. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260. AIR
<br />CONTENT OF CONCRETE SHALL BE USED AS FOLLOWS:
<br />A. FOR CONCRETE EXPOSED TO SOIL AND/OR WEATHER, 5%.
<br />B. FOR INTERIOR WALLS, COLUMNS, AND SLABS, 3%.
<br />20. FLY ASH - ASTMC618, TYPE C OR TYPE F SHOULD BE USED BUT NOT
<br />TO EXCEED 20% CEMEN1111OUS CONTENT.
<br />21. ALL EXPOSED CONCRETE SLABS SHALL RECEIVE A CURING COMPOUND.
<br />THE CURING COMPOUND SHALL CONFORM TO ASTM C309 AND SHALL
<br />HAVE 30% SOLIDS MINIMUM. WATER/BLANKET CURING AS PER ACI
<br />RECOMMENDATION MAY BE USED AS ALTERNATE.
<br />GENERAL STRUCTURAL NOTES
<br />SETTLEMENT NOT TO EXCEED 1/8 CONTRACTOR MUST CONTACT A
<br />GEOTECHNICAL ENGINEER TO DO A SOIL EXPLORATION WHICH MUST
<br />INCLUDE BORINGS AT A MINIMUM RATE OF ONE FOR EVERY 3000
<br />SQUARE FOOT OF BUILDING BUT NOT LESS THAN TWO BORINGS, THE
<br />BORINGS MINIMUM DEPTH SHOULD BE TWENTY FIVE FEET (25'-0") OR
<br />TWICE THE LARGEST DIMENSION OF THE LARGEST FOUNDATION WHICH
<br />EVER IS GREATER, THESE REQUIREMENTS MAYBE MODIFIED AT THE
<br />DISCRETION OF THE GEOTECHNICAL ENGINEER. A REPORT SIGNED AND
<br />SEALED BY A PROFESSIONAL GEOTECHNICAL ENGINEER MUST BE
<br />SUBMITTED TO MICE PRIOR TO ANY FOUNDATION WORK,
<br />2. FILL AND SUBGRADE PREPARATION SHALL BE AS NEEDED TO OBTAIN
<br />THE SAFE BEARING PRESSURE INDICATED ON NOTE 1. ALL ORGANICS
<br />AND UNSUITABLE SOIL SHOULD BE REMOVED AND A MINIMUM OF 98%
<br />MUST BE OBTAIN UNLESS GEOTECHNICAL ENGINEER RECOMMENDATIONS
<br />ALLOW A LOWER PERCENT OF COMPACTION.
<br />3. ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMN
<br />CENTERLINES UNLESS OTHERWISE NOTED.
<br />4. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE CAREFULLY
<br />WITH SMALL COMPACTION EQUIPMENT, AFTER SLABS ON GROUND ARE
<br />IN PLACE AND CONCRETE HAS SET, NO TRUCKS, BULLDOZERS, ETC.
<br />SHALL BE ALLOWED CLOSER THAN 6'-0" TO ANY FOUNDATION WALL.
<br />ANY WALL 3'-0" OR HIGHER MUST BE BRACED DURING THE
<br />CONSTRUCTION PROCESS.
<br />5. NO FOUNDATIONS SHALL BE PLACED ABOVE 1 VERTICAL ON 2
<br />HORIZONTAL SLOPES EXTENDED FROM THE CLOSEST EDGE OF ANY
<br />UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE. BOTTOM OF
<br />FOOTINGS SHALL NOT BE LESS THAN 1'-0" BELOW EXISTING GRADE
<br />(U.N.O.).
<br />6. FOR FOUNDATIONS SIZE AND REINFORCING SEE SCHEDULE.
<br />7. CONTRACTOR SHALL TREAT SOIL BENEATH BUILDING FOR TERMITES.
<br />WOOD FRAMING NOTES:
<br />1. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS
<br />EDITION FOR WOOD CONSTRUCTION. DIMENSIONED LUMBER SHALL BE
<br />DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE
<br />MANUFACTURER'S ASSOCIATION.
<br />2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE #2 OR
<br />BETTER.
<br />4. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR
<br />BETTER.
<br />5. MINIMUM OF 3-PLY STUD COLUMNS TO BE INSTALLED AT BEAM OR
<br />GIRDER TRUSS BEARING LOCATIONS UNLESS NOTED OTHERWISE.
<br />6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0" AT MID -HEIGHT,
<br />AND SHEATHING JOINT. BRACE GABLE END AT 4'-0" O.C. AS SHOWN
<br />IN THE DRAWINGS.
<br />7. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
<br />PRESSURE TREATED OR OF NATURAL DURABLE WOOD.
<br />8. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN
<br />APPROVED TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND
<br />BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK
<br />LP-2.
<br />9. SHEATHING SHALL BE APA EXTERIOR GRADE RATED, AND INSTALLED
<br />WITH PLY -CLIPS AT 24" O.C. SEE NAILING SCHEDULE FOR SHEATHING
<br />CONNECTION.
<br />10. FLOOR SHEATHING SHALL BE A MINIMUM OF 5/8" TONGUE AND
<br />GROOVE TYPE SUPPORTED AT 24" O.C. MAX, UNLESS NOTED
<br />OTHERWISE IN PLAN.
<br />11. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE
<br />OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE
<br />EXTERIOR SHALL BE GALVANIZED.
<br />12. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY
<br />SIMPSON STRONG TIE OR APPROVED EQUAL. SUBMIT CUT SHEETS FOR
<br />ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL
<br />HOLES SHALL BE FILLED OR AS REQUIRED BY THE MANUFACTURER TO
<br />ACHIEVE LOAD CAPACITY.
<br />13. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE
<br />INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED AS
<br />THE PERMANENT BRACING FOR THE ROOF SYSTEM, UNLESS NOTED
<br />OTHERWISE.
<br />14. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS
<br />EDITION FOR WOOD CONSTRUCTION.
<br />STRUCTURAL STEEL:
<br />1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN
<br />ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS.
<br />2. STRUCTURAL STEEL SHALL CONFORM TO:
<br />WIDE FLANGE (WF) ASTM A992 (50 KSI)
<br />SHAPES (L,T,C,PL) ASTM A36
<br />STRUCTURAL TUBE (HSS) ASTM A500 (46 KSI)
<br />ANCHOR BOLTS ASTM F1554 (36 KSI) U.N.O.
<br />IN PLANS, OR SECTIONS.
<br />FRAMING BOLTS ASTM A325 OR A490
<br />WELDING ELECTRODES E70XX
<br />3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM SPECIFICATION
<br />A325 AND SHALL BE PROVIDED WITH HARDENED WASHERS UNDER THE
<br />TURNED ELEMENT (NUT OR BOLT HEAD).
<br />4. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS SHALL
<br />CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING
<br />ASTM A325 OR A490 BOLTS".
<br />5. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED. ALL
<br />BOLTS SHALL BE 3/4" DIAMETER MINIMUM. ALL CONNECTIONS SHALL
<br />CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE
<br />PLANS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.
<br />6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH
<br />BOLTS, SLIP -CRITICAL (FRICTION) TYPE EXCEPT WHERE SLOTTED HOLES
<br />ARE SPECIFIED OR WHERE MOVEMENT OF THE CONNECTED MEMBERS IS
<br />EXPECTED. IN THESE CASES PROVIDE OVERSIZED WASHER, HAND
<br />TIGHTEN BOLTS, AND TACK WELD WASHER TO NUT TO VERIFY
<br />ASSEMBLY IS HELD TOGETHER.
<br />7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY
<br />CODE, ANS01.1, ALL WELDING SHALL BE PERFORMED USING E70XX
<br />U.N.O.
<br />8. CUTS, HOLES, COPINGS, ETC. REQUIRED IN STRUCTURAL STEEL
<br />MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THE
<br />STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE
<br />SHOP. HOLES SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER.
<br />9. BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL MEMBERS IN
<br />THE FIELD WILL NOT BE PERMITTED, EXCEPT WITH THE SPECIFIC
<br />APPROVAL OF THE ENGINEER.
<br />10. ALL STEEL MEMBERS EXPOSED TO WEATHER (SUCH AS LINTELS, DOOR
<br />JAMBS, ETC.) SHALL BE GALVANIZED.
<br />11. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS.
<br />12. ANY STEEL MEMBERS REQUIRED BY THE ELECTRICAL OR MECHANICAL
<br />TRADES FOR THE SUPPORT OF THEIR EQUIPMENT, WHICH ARE NOT
<br />SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, SHALL BE
<br />PROVIDED BY THE TRADE REQUIRING SUCH SUPPORT.
<br />13. SEE SPECIFICATIONS FOR PAINTING OF STRUCTURAL STEEL. ALL
<br />FABRICATION AND ERECTION MARKS SHALL BE COVERED DURING FIELD
<br />TOUCH-UP PAINTING..
<br />15. DESIGN CONNECTIONS FOR THE MAXIMUM SHEAR (V IN KIPS) LISTED IN
<br />THE TABLES FOR "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS
<br />LATERALLY SUPPORTED" AT THE BOTTOM OF EACH PAGE IN THE
<br />"PROPERTIES AND REACTION VALUES", PART 2 OF THE LATEST EDITION
<br />OF THE AISC "MANUAL OF STEEL CONSTRUCTION". PROVIDE SIGNED
<br />AND SEALED DRAWINGS AND CALCULATIONS BY A PROFESSIONAL
<br />ENGINEER.
<br />16. DESIGN BASE PLATE ANCHOR BOLTS FOR LATERAL MEMBERS USING
<br />FORCES INDICATED IN DRAWINGS. PROVIDE SIGNED AND SEALED
<br />DRAWINGS AND CALCULATIONS BY A PROFESSIONAL ENGINEER.
<br />POST -INSTALLED ANCHORS
<br />1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED
<br />ON THE CONSTRUCTION DOCUMENTS. SPECIAL INSPECTIONS (ARE/
<br />ARE NOT) REQUIRED PER THE PROVISIONS SET FORTH BELOW.
<br />CONTRACTOR TO CONTACT MANUFACTURER'S REPRESENTATIVE FOR
<br />PROPER PRODUCT INSTALLATION TRAINING ON INITIAL ANCHORS.
<br />2. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE
<br />SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO
<br />THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE
<br />PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
<br />THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED
<br />PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT
<br />PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING
<br />THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS
<br />REQUIRED BY THE BUILDING CODE.
<br />3, EXPANSION ANCHORS SHALL BE STUD TYPE WITH A SINGLE PIECE
<br />OF THREE SECTION WEDGE AND ZINC PLATED IN ACCORDANCE WITH
<br />ASTM B633. THE ANCHORS SHALL MEET FEDERAL
<br />SPECIFCATIONFF-S-325, GROUP II, TYPE 4, CLASS I FOR CONCRETE
<br />EXPANSION ANCHORS. ANCHORS SHALL BE HILTI KWIK BOLT II AS
<br />SUPPLIED BY HILT] INC. TULSA OKLAHOMA. ANCHORS SHALL BE
<br />INSTALLED IN HOLES DRILLED WITH HILT) CARBIDE TIPPED DRILL BITS
<br />OR MATCHED TOLERANCE DIAMOND CORE BITS. ANCHORS SHALL BE
<br />INSTALLED IN ACCORDANCE WITH MANUFACTURE'S
<br />RECOMMENDATIONS.
<br />4. INJECTED ADHESIVE ANCHORS SHALL BE USED FOR INSTALLATION OF
<br />THREADED RODS. ADHESIVE SHALL BE FURNISHED IN A SIDE BY SIDE
<br />REFILL PACK WHICH KEEP COMPONENT A AND B SEPARATE.
<br />INJECTION ADHESIVE SHALL BE HILTI HIT HY 150 AS SUPPLIED BY
<br />HILT] INC. TULSA OKLAHOMA. ANCHOR RODS MEET ASTM F1554 (36
<br />KSI). NUTS AND WASHERS SHALL BE FURNISHED TO MEET THE
<br />REQUIREMENTS OF AN ASTM F1554 (36 KSI) STEEL ROD.
<br />PRE-ENGINEERED WOOD PRODUCTS:
<br />1. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS
<br />MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY
<br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS
<br />DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE
<br />TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS
<br />ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE
<br />APPROVED BY THE ENGINEER OF RECORD.
<br />2. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR
<br />ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE
<br />SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND
<br />SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER.
<br />3. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF
<br />THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED
<br />ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE
<br />VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN
<br />MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATE
<br />ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF
<br />ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER
<br />OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID
<br />COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE
<br />PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS 11ME
<br />AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH
<br />INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS
<br />PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING
<br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER
<br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE.
<br />4. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST
<br />RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING
<br />MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT
<br />BRACING SHALL BE IN ACCORDANCE WITH BCSI 1-03
<br />RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT
<br />CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR
<br />INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO
<br />BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING
<br />BEAM COMPONENTS.
<br />5. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER
<br />INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT
<br />REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS
<br />SUBJECT TO MODIFICATION BASED ON REVIEW LETTER.
<br />SHOP DRAWINGS:
<br />1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOP
<br />DRAWINGS.
<br />2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR
<br />AND/OR HIS DETAILER.
<br />3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICAL
<br />DRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORK
<br />AFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ON
<br />SHOP DRAWINGS.
<br />4. ALL SHOP DRAWINGS SHALL BE SUBMITTED ON TRANSPARENCIES FOR
<br />DIRECT REPRODUCTION WITH THREE PRINTS ONLY. DISTRIBUTION AS PER
<br />ARCHITECT INSTRUCTIONS.
<br />5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX
<br />(ABOUT 40 SQUARE INCHES) FOR STAMPS AND ENGINEERS COMMENTS.
<br />6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKER
<br />AND CONTRACTOR PRIOR TO SUBMISSION.
<br />7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN
<br />CONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAIL
<br />DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS.
<br />8. DETAILER SHALL SUBMIT AN INDEX OF THE DETAIL DRAWINGS WITH
<br />EACH SHOP DRAWING SUBMITTAL.
<br />9. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL
<br />BE RETURNED FOR CORRECTIONS WITHOUT PROCESSING.
<br />10. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES
<br />INCORPORATED: FIRST RESUBMISSION TO HAVE LETTER "A" ADDED TO
<br />DRAWING
<br />A. NUMBER AND ANY CHANGES MARKED ON THE DRAWING
<br />MARKED 1 AT EACH ITEM CHANGED. ALL ITEMS TO BE NOTED IN
<br />REVISION BOX.
<br />B. SUBSEQUENT RESUBMISSION SHALL BEAR CHANGES "B" AND 2
<br />AND 3 ETC. AS IN 11A.
<br />11. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN
<br />SATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER AND
<br />CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY
<br />WORK.
<br />12. DETAILER SHALL USE THE SAME STRUCTURAL ELEMENT NUMBER IN HIS
<br />DETAILS AS THOSE SHOWN ON CONTRACT DRAWINGS.
<br />13. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOULD BE
<br />SUBMITTED TO MICE WITH A MINIMUM TIME TO BE REVIEWED OF 10
<br />WORKING DAYS, IN CASE OF A LARGE SUBMITTAL OR MORE THAN ONE
<br />SUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL WORKING DAY IS
<br />REQUIRED FOR EVERY 5 DRAWINGS/SHEETS OVER 30
<br />DRAWINGS/SHEETS, THE TIME INDICATED ABOVE IS FOR MICE REVIEW
<br />ONLY, CONTRACTOR MUST INCLUDE ENOUGH TIME FOR DELIVERY.
<br />ARCHITECTURAL REVIEW, AND OWNERS REVIEW AND WORK THIS 11ME IN
<br />THE PROJECT SCHEDULE AS NEEDED,
<br />14. THERE SHALL BE NO DEVIATION FROM THESE CONSTRUCTION
<br />DOCUMENTS, IF ANY CHANGES ARE PROPOSED BY THE CONTRACTOR
<br />OR THE PROVIDER OF THE SHOP DRAWINGS. THEY SHOULD BE CLEARLY
<br />INDICATED, SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY
<br />FLORIDA PROFESSIONAL ENGINEER MUST BE PROVIDED. ANY CHANGES
<br />WITHOUT PROPER DOCUMENTATION INDICATED ABOVE WILL RESULT IN
<br />SOME REVISIONS BY THE ENGINEER OF RECORD AND/OR ARCHITECT,
<br />THE COST FOR THESE REVISIONS INCLUDING ENGINEER AND
<br />ARCHITECTURAL FEES SHALL BE PAID BY THE CONTRACTOR,
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<br />`'� 0A �• Cgsl��11
<br />No • �Z i
<br />43453
<br />ATE OF • �=
<br />ARMANDO A. CASTELLON, �.E ���`•••'�< p R pP•'
<br />FL. LIC. No. 43453 rt�+1 �O •A 1•••��G+.
<br />MASTER""'�`�
<br />CONSULTING
<br />ENGINEERS, INC.
<br />STRUCTURAL CONSULTANTS
<br />5523 WEST CYPRESS ST., #200
<br />TAMPA, FLORIDA 33607
<br />813.287.3600 FAX 813.287.3622
<br />www.mcenginwa.com
<br />THIS DRAWING AND ALL IWDRMA71ON CONTAINED HEREIN IS THE SOLE PROPERTY
<br />OF MISTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REI RDDUCED,
<br />CORED, ALTERED OR USED IN ANY WAY WTMOUT THE O REM WRITTEN
<br />AUTHORIZATION FROM MASTER CONSULTING ENGRE"", INC.
<br />CA: 8426 PROJ NO. 1001-000
<br />© COPYRIGHT 2013
<br />THE COMMONS
<br />ON PRETTY POND
<br />38130 Pretty Pond Road
<br />Zeph yrh it l s, FL 33540
<br />i ie cc��1Nt��s
<br />110/15/13 I PERMIT SET
<br />8/30/13 DESIGN DEVELOPMENT SET
<br />Mark I Date
<br />scriaiion
<br />Issue/Revision
<br />Revision
<br />Project ID
<br />13016
<br />CAD File Name
<br />S1.1 GENERAL STRUCTURAL NOTES
<br />Drawn By
<br />JW
<br />Reviewed By
<br />HK
<br />Plot Date:
<br />10/11 /2013
<br />Record Date:
<br />10/10/2013
<br />Sheet Title
<br />General Structural Notes
<br />Drawing No.
<br />SHEET SCALE: NTS
<br />5
<br />4
<br />3
<br />2
<br />1
<br />S1.1
<br />
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