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24-0"
<br />24'-0"
<br />24-0"
<br />24'-0"
<br />24'-0"
<br />24'-0"
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<br />120
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<br />STRUCTURAL NOTES
<br />GOVERNING CODES:
<br />THIS DESIGN IS BASED ON THE FOLLOWING CODES:
<br />A. FLORIDA BUILDING CODE, SEVENTH EDITION (2020).
<br />B. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 (2014 EDITION).
<br />C. SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING, ASD DESIGN METHOD..
<br />D. STRUCTURAL WELDING CODE D1.1-D1.1M-2010.
<br />DESIGN LOADS:
<br />A. WIND LOAD BASED ON USING THE ASCE 7-16 "MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES"
<br />METHODS OF CALCULATION FOR WIND PRESSURES AND THE FOLLOWING FACTORS:
<br />1. MEAN ROOF HEIGHT OF 18'-0"
<br />2. WIND SPEED OF 138 (VULT), 107 MPH (ASD LEVEL) NOMINAL.
<br />3. EXPOSURE CATEGORY 'B'.
<br />4. RISK CATEGORY II.
<br />5. INTERNAL PRESSURE COEFFICIENT OF +/- 0.0 ("OPEN" BUILDING).
<br />B. ROOF LIVE LOAD OF 20 PSF WITH ALLOWABLE LOAD REDUCTIONS BASED ON AREA AS OUTLINED IN THE FLORIDA BUILDING CODE.
<br />C. ROOF DEAD LOAD PER METAL BUILDING MANUFACTURER.
<br />D. ROOF COLLATERAL LOAD OF 1.0 PSF.
<br />E. ALLOWABLE SOIL BEARING OF 2,000 PSF.
<br />SHOP DRAWINGS:
<br />A. WHEN SHOP DRAWINGS OR SUBMITTALS ARE REQUIRED (1) ELECTRONIC COPY (COMBINED PDF FORMAT) SHALL BE SUBMITTED ALONG WITH A
<br />TRANSMITTAL. GC SHALL REVIEW SUBMITTALS FOR SUBCONTRACTOR COORDINATION ITEMS PRIOR TO OUR REVIEW. CONTRACTOR SHALL ALLOW
<br />FOR (10) TEN BUSINESS DAYS FOR SHOP DRAWING AND SUBMITTAL REVIEW. THE FOLLOWING SHOP DRAWINGS AND/OR SUBMITTALS ARE REQUIRED:
<br />1. CONCRETE MIX DESIGN SUBMITTALS OF ALL CONCRETE USED IN STRUCTURAL APPLICATIONS CLEARLY IDENTIFYING THEIR INTENDED USE (I.E.
<br />"SLAB -ON -GRADE").
<br />2. FIELD DENSITY TESTING REPORTS.
<br />3. CONCRETE MIX DESIGN TEST REPORTS.
<br />4. CONCRETE REINFORCING LAYOUT SHOP DRAWINGS.
<br />5. PRE-ENGINEERED METAL BUILDING ERECTION DRAWINGS.
<br />DRAWINGS AND SPECIFICATIONS:
<br />A. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. VERIFY ALL FIELD CONDITIONS AND CONFIRM COLUMN LOCATIONS IN RESPECT TO
<br />BUILDING WALL ALIGNMENT PRIOR TO THE START OF WORK.
<br />B. THESE DRAWINGS ARE TO BE USED IN COMBINATION WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND CIVIL DRAWINGS. REFER
<br />TO THESE OTHER DRAWINGS FOR DETAILS THAT RELATE TO STRUCTURAL COMPONENTS.
<br />C, THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FROM THE MOST COMPLETE INFORMATION AVAILABLE TO THE ENGINEER. ALL DATA ON
<br />EXISTING CONSTRUCTION CONDITIONS ARE APPROXIMATE & SHALL BE VERIFIED PRIOR TO COMMENCING WORK.
<br />D. THE CONTRACTOR SHALL COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS TO THE EXTENT -PRINTED INFORMATION ARE
<br />MORE DETAILED OR STRINGENT THAN THE REQUIREMENTS CONTAINED IN THE PLANS.
<br />E. THE PLANS SHOW THE LOCATION OF ALL FIXTURES & EQUIPMENT & ARE INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE &
<br />LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL ALL OF THE ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE
<br />WORK, BUT IT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK.
<br />F. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED
<br />SHOP DRAWINGS, PRODUCT DATA OR SUPPLEMENTAL DETAILS FOR SUCH PORTION OF THE WORK.
<br />G. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL THE
<br />STRUCTURAL SYSTEM IS COMPLETED. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS
<br />REACHED THE MINIMUM DESIGN STRENGTH AS SPECIFIED IN THESE DRAWINGS.
<br />H. THE CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED AND BEFORE SHEATHING, CEILINGS
<br />OR ROOFING IS INSTALLED.
<br />CONCRETE:
<br />A. CONCRETE STRENGTH REQUIREMENT: 3000 PSI (FOUNDATIONS)
<br />B. MAXIMUM SLUMP: 4" (+/- 1") FOR ALL CONCRETE, EXCEPT USE 8"-11" FOR FILLING CELLS IN BLOCK. FLY ASH, IF USED, SHALL NOT EXCEED 20% BY
<br />WEIGHT OF TOTAL CEMENTITIOUS CONTENT. SLUMP LIMITS SHALL BE STRICTLY ADHERED TO.
<br />C. READY MIX DESIGN:
<br />1. TYPE I OR III PORTLAND CEMENT PER ASTM C150 (FLY ASH, IF USED, SHALL NOT EXCEED 20% BY WEIGHT OF TOTAL CEMENTITIOUS CONTENT). THE
<br />READY -MIX SHALL USE ONLY ONE BRAND OF CEMENT THROUGHOUT PROJECT.
<br />2. WATER -CEMENT RATIO (BY WEIGHT) OF 0.52 MAX FOR 4,000 PSI MIXES AND 0.57 FOR 3,000 PSI MIXES. WATER SHALL BE POTABLE AND CLEAN
<br />CONFORMING TO ASTM C 94.
<br />D. THE CONCRETE SHALL CONTAIN THE MAXIMUM SIZE AGGREGATE PERMITTED BY ACI CODE UP TO 3/4" MAXIMUM. THE GUIDELINES FOR MAXIMUM
<br />AGGREGATE SIZE ARE NOT GREATER THAN 1/5 THE NARROWEST OPENING IN THE FORMS, AND/OR 1/3 THE DEPTH OF THE SLAB.
<br />E. SMALL ROCK MIXES ARE NOT PERMITTED FOR SLAB -ON -GRADE AND TILT WALL PANEL APPLICATIONS. WHEN USED IN ACI BLENDED MIX, SMALL ROCK
<br />IS PERMITTED BUT SHALL NOT EXCEED 20% BY WEIGHT OF TOTAL COURSE AGGREGATE CONTENT.
<br />F. CONCRETE FORMWORK: CONCRETE FORMWORK SHALL BE IN A CLEAN CONDITION FOR USE AS FINISHED SURFACE FORMS. FORMS SHALL NOT BE
<br />REMOVED UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH TO SUPPORT ITS OWN WEIGHT AND PROPOSED CONSTRUCTION LOADS.
<br />G. CONCRETE MUST BE BATCHED, MIXED, AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY -MIXED CONCRETE ASTM C94.
<br />CONCRETE SHALL BE PLACED WITH -IN 90 MINUTES OF BATCH TIME.
<br />H. THE CONCRETE SUPPLIER SHALL PROVIDE MIX DESIGNS OF ALL CONCRETE USED IN STRUCTURAL APPLICATIONS CLEARLY IDENTIFYING THEIR
<br />INTENDED USE (I.E. "SLAB -ON -GRADE").
<br />I. WHEN POURING AGAINST EARTH, THE EMBANKMENT SHALL BE WETTED FIRST AND ALL POURS ON DIRECT SUN DAYS WILL BE MISTED AT LEAST TWICE
<br />FOLLOWING INITIAL SET. ISOLATION JOINTS SHALL BE PROVIDED AT ALL COLUMNS AND EXPANSION FELT AT THE PERIMETER OF THE SLAB.
<br />J. FINISH ON THE SURFACE OF FLOOR SHALL BE MACHINED TROWELED FOLLOWED BY HAND FINISHING AS REQUIRED.
<br />K. CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318.
<br />oL TOP OF PAVING
<br />EL VARIES
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<br />2
<br />CONCRETE REINFORCEMENT:
<br />A. REINFORCING STEEL BARS SHALL BE GRADE 60 (60 KSI ASTM A615) STEEL AND TIED WITH DRAWN STEEL WIRE.
<br />B. PLACEMENT OF REINFORCING STEEL SHALL BE AS SHOWN ON PLANS AND PER THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
<br />CONCRETE STRUCTURES", ACI 315 MANUAL ON PLACING STEEL REINFORCING.
<br />C. PROVIDE MINIMUM LAP SPLICE OF 48 BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE.
<br />STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN STRIP FOOTINGS, MASONRY TIE BEAMS (TOP OF WALL) AND AS OTHERWISE
<br />NOTED.
<br />D. PROVIDE A MINIMUM LENGTH OF 16 BAR DIAMETERS OF STANDARD HOOK WALL REINFORCEMENT INTO FOOTING OR SLAB, UNLESS NOTED
<br />OTHERWISE. LENGTH OF STANDARD HOOK SHALL BE 12 BAR DIAMETERS.
<br />E. IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS
<br />THE STRAIGHT BARS.
<br />FOUNDATIONS:
<br />A. MAXIMUM SOIL BEARING PRESSURE USED FOR DESIGN .... ...2,000 PSF.
<br />B. NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS, OR MATERIALS OR CONDITIONS NOT ANTICIPATED IN THE
<br />AREA.
<br />C. CONCRETE PLACEMENT SHALL OCCUR IMMEDIATELY AFTER FOOTING EXCAVATION & PLACEMENT OF REINFORCING STEEL. ANY FREESTANDING
<br />WATER SHALL BE PUMPED OUT OF FOOTING EXCAVATION PRIOR TO CONCRETE PLACEMENT
<br />D. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING MINIMUM IN -PLACE DENSITY TESTS: THIS SUGGESTED L WORK. SHALL CONipNG CO®E REVAILIN
<br />TESTING SHALL BE USED IN ABSENCE OF A TESTING PROGRAM SUGGESTED BY A SOIL ENGINEER AS CONTAINED IN A SOIL REPORT PERFORMED FOR AL
<br />THIS PROJECT. COMPACTION BENEATH ALL FLOOR SLAB SHOULD BE VERIFIED FOR A DEPTH OF 12 INCHES AND MEET THE 95 PERCENT CRITERIA. CODES FLO`t��QA BUILDING CODE,
<br />1. ONE DENSITY TEST FOR EACH 2,500 SQUARE FEET OF COMPACTED SUBGRADE. NATIONAL _f F- "TyELE OF Z� R ELLS
<br />2. ONE DENSITY TEST AT EACH COLUMN. p°�� SHE �,3
<br />3. ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. ®RD�NANCE
<br />ANCHOR BOLT SGHEDULE
<br />ANCHOR BOLT DIA
<br />LENGTH (L)
<br />5/8"
<br />8"
<br />3/4"
<br />10"
<br />7/8"
<br />12"
<br />1"
<br />14"
<br />1 1/4"
<br />fro,
<br />TOP OF PIER
<br />TOP OF FOOTING
<br />AT GONTRACTOR'S OPTION
<br />DOUBLE NUTS MAY BE USED IN
<br />LIEU OF TAK WELDING THE
<br />PLATE WASHER
<br />NOTE:
<br />DIAMETER SHALL BE
<br />DETERMINED BY METAL
<br />BUILDING MANUFACTURER
<br />J
<br />ASTM A30 STEEL 3" Sa BYA" THICK WASHER
<br />3000 psi GONG (MIN) LOCATED AT END OF
<br />HEADED ANCHOR BOLTS
<br />1 ANCHOR BOLT DETAIL
<br />SGALE: NTS
<br />PLAN VIEW
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<br />EXISTING/PROPOSED -\ IW_
<br />GRADE, PROVIDE
<br />OVER FOOTING
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<br />SUBGRADE
<br />COLUMN FOOTING
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<br />FOUNDATION PLAN
<br />REVIEW DATE:
<br />IYRHILD CITY OF ZEPH
<br />BUIL ING OFFIC ALLSUI
<br />COLUMN BY I" IBM
<br />POURED GONG
<br />PILASTER W/ #3 TIES
<br />@ 3" OC $_ (8) #5 BARS
<br />VERTICAL
<br />TOP OF PIER OL
<br />EL VARIES
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<br />FTG PER PLAN
<br />SGALE: 3/4" = 1'-0"
<br />OAST IN PLACE GONCRETE CLEAR COVER SCHEDULE
<br />EXPOSURE CONDITION
<br />CONCRETE COVER
<br />CONCRETE CAST AGAINST
<br />AND PERMANENTLY
<br />ALL BAR SIZES
<br />3
<br />EXPOSED TO EARTH
<br />BAR SIZES G TO 18
<br />2"
<br />CONCRETE IN GONGTAGT
<br />WITH EARTH OR WEATHER
<br />BAR SIZES 5 AND SMALLER
<br />1 1/2"
<br />SLABS, WALLS, � JOISTS
<br />BAR SIZES 14 TO 18
<br />1 1/2"
<br />CONCRETE NOT
<br />EXPOSED TO EARTH OR
<br />SLABS, WALLS, 8,: JOISTS
<br />3/4
<br />WEATHER
<br />BAR SIZES 11 $ SMALLER
<br />BEAM 6F: COLUMNS
<br />PRIMARY REINFORCEMENT,
<br />1 1/2"
<br />TIES, STIRRUPS, SPIRALS
<br />I"IINII`'IUI`'I REQUIRED SUBI-1I7TALS
<br />1-1I5C
<br />CONCRETE
<br />CONCRETE
<br />MIX
<br />REBAR
<br />PEMB
<br />PRODUCTS
<br />DESIGNS
<br />PRODUCT LITERATURE
<br />•
<br />.
<br />SHOP DRAWINGS
<br />•
<br />SHOP DRAWINGS
<br />(SIGNED AND SEALED)
<br />FOOTING SCHEDULE
<br />MARK
<br />SIZE
<br />REINFORCEMENT
<br />Fx
<br />LENGTH
<br />WIDTH
<br />DEPTH
<br />TOP
<br />CENTER
<br />BOTTOM
<br />F60
<br />0-0"
<br />0--0"
<br />1'-0"
<br />(G) #5 BARS EW
<br />-
<br />(G) #5 BARS EW
<br />GENERAL NOTES: w*0
<br />1. THE BOTTOM OF ALL FOOTINGS SHALL BE (1'-0`) MIN BELOW FINISHED EARTH GRADE. �-IS�
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<br />FOUNDATION PLAN
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<br />Digitally signed by david
<br />m schonacher
<br />Reason: This document
<br />has been digitally signed
<br />;......
<br />.�•E'�-,
<br />-a• w
<br />and sealed by David
<br />Schonacher, PE on the
<br />phi No. 83131 gp
<br />date adjacent to seal.
<br />* * * =Printed copies of this
<br />STATE OF ,�t�
<br />document are not
<br />considered signed and
<br />sealed and the signature
<br />must be verified on any
<br />electronic copies.
<br />Date: 2023.09.2909:12:57
<br />-04'00'
<br />1 GERTIFY TO THE BEST OF
<br />MY KNOWLEDGE THAT THE
<br />DRAWINGS �
<br />SPEOFIGATIONS GOMPLY
<br />WITH THE APPLIGABLE
<br />MINIMUM BUILDING GODES
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<br />W Z W C) U
<br />Q
<br />3 W o
<br />SHEET NUMBER
<br />5101
<br />
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