24-8243_Exhibit_M_-_Naples_Depot_Museum_Plans_Structural.pdf

PROPERTY DESCRIPTION

1051 5TH AVE S,

NAPLES, FL 34102

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STRUCTURAL NOTES:

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%%UGENERAL NOTES:

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COORDINATION OF CONSTRUCTION INCLUDING VERIFICATION OF DIMENSIONS,

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ELEVATIONS, AND FIELD CONDITIONS IS THE RESPONSIBILITY OF THE

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CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION

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OF THE ENGINEER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS

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FOR DETAILS AND DIMENSIONS NOT SHOWN.

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DRAWINGS SHALL NOT BE SCALED. CONTACT THE ENGINEER OR ARCHITECT

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IF CLARIFICATION OF ANY DIMENSION IS REQUIRED.

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IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER

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ERECTION PROCEDURES TO ENSURE THE SAFETY OF THE BUILDING AND ITS

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ALL SHORING, RE-SHORING, BRACING, TIE DOWNS, ETC.

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COMPONENTS DURING CONSTRUCTION; THIS INCLUDES THE INSTALLATION OF

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%%UDESIGN LOADS:

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FLOOR (LIVE LOAD):

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TYPICAL

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STAIRWAYS

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DECKS AND BALCONIES

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CORRIDORS (MULTI-FAMILY)

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GARAGE

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40 PSF

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40 PSF

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60 PSF

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80 PSF

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50 PSF

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ROOF:

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TOP CHORD LIVE LOAD

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TOP CHORD DEAD LOAD

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BOTTOM CHORD LIVE LOAD

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BOTTOM CHORD DEAD LOAD

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ATTIC LIVE LOAD

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20 PSF

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20 PSF

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10 PSF

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5 PSF

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40 PSF

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POLYCARBONATE PANELS

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10 PSF

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LATERAL EARTH PRESSURE

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45 PSF/FT

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INFORMATION PERTAINING TO THE EXISTING CONDITIONS GIVEN ON THESE

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STRUCTURAL DRAWINGS REPRESENTS TO THE BEST OF OUR KNOWLEDGE THE

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ACTUAL EXISTING FIELD CONDITIONS. AMERICAN STRUCTURAL ENGINEERING, INC.

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MAKES NO WARRANTY AS TO THEIR ACCURACY. THE CONTRACTOR SHALL

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FIELD VERIFY THE EXISTING CONDITIONS IMPERATIVE TO THE NEW WORK AND

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REPORT DISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS

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TO THE ENGINEER FOR REVIEW.

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IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY FOR THE SAFETY OF THE

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WORKERS DURING ALL PHASES OF CONSTRUCTION AND FOR ADHERENCE TO

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ALL APPLICABLE LAWS AND REGULATIONS GOVERNING ON-SITE SAFETY

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PROCEDURES.

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%%UCONCRETE:

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ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH THE AMERICAN

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CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

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CONCRETE" (ACI-318).

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THE FOLLOWING MINIMUM DESIGN STRESSES SHALL BE MET:

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CAST IN PLACE CONCRETE:

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FOOTINGS

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COLUMNS/PILASTERS

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SLAB ON GRADE

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BEAMS, ELEVATED SLABS

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GROUTED MASONRY CELLS, OTHER

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REINFORCEMENT:

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TIES, STIRRUPS

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WELDED WIRE FABRIC

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ALL OTHER REINFORCEMENT

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3000 PSI

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60,000 PSI

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60,000 PSI

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60,000 PSI

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THE CONCRETE STRESSES LISTED ABOVE ARE BASED ON A 28 DAY

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COMPRESSIVE STRENGTH AS DETERMINED BY LABORATORY TESTING OF

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CONCRETE CYLINDERS.

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REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 DEFORMED BARS FREE

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FROM OIL, SCALE AND RUST. WELDED WIRE FABRIC SHALL BE ASTM A185

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IN FLAT MANUFACTURED SHEETS.

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STRUCTURAL STEEL & EMBEDS:

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BOLTS, ASTM A325

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STEEL PLATES, ASTM A36

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36,000 PSI

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36,000 PSI

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CONCRETE SHALL BE PLACED AND CURED TO ACI STANDARDS AND

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SPECIFICATIONS.

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PROPOSED DESIGN MIXES SHALL BE PROVIDED TO THE ENGINEER OF RECORD

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FOR REVIEW AND APPROVAL. DESIGN MIXES SHALL INCLUDE RECENT FIELD

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CYLINDERS OR LAB TESTS. THE MAXIMUM TIME ALLOWED FROM THE TIME

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THE MIXING WATER IS ADDED TO THE TIME OF PLACEMENT IN ITS FINAL

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POSITION SHALL NOT EXCEED %%U90 MINUTES.%%U IF FOR ANY REASON THERE IS

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A LONGER DELAY, THE CONCRETE SHALL BE DISCARDED. NO WATER SHALL

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BE ADDED ON SITE.

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ALL SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND

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MEETING ASTM C309, TYPE 1-D. THE COMPOUND SHALL BE PLACED

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IMMEDIATELY AFTER FINISHING. CALCIUM CHLORIDES SHALL NOT BE USED.

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THE CONTRACTOR SHALL CONFIRM THE COMPATIBILITY OF THE CURING

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COMPOUND WITH FLOOR FINISHES.

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#14 AND #18 BARS

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UP THRU #11 BARS

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SLABS, WALL, JOISTS.

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WEATHER OR IN CONTACT WITH GROUND:

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CONCRETE NOT EXPOSED TO EARTH OR

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#6 THRU #18 BARS

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CONCRETE EXPOSED TO EARTH OR WEATHER:

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UP THRU #5 BARS

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PERMANENTLY EXPOSED TO EARTH

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CONCRETE CAST AGAINST EARTH AND

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COLUMNS

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BEAMS

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REINFORCING STEEL CLEAR COVER REQUIREMENTS SHALL BE AS FOLLOWS:

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ALL REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS

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IN CONCRETE UNLESS NOTED OTHERWISE.

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ALL WELDED WIRE FABRIC SHALL BE LAPPED A MINIMUM OF ONE SPACE.

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WELDED WIRE FABRIC SHALL BE SUPPORTED AT A MAXIMUM OF 3 FEET

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BETWEEN SUPPORTS AND SHALL BE LOCATED IN THE BOTTOM HALF OF THE

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SLAB, A MINIMUM OF 1 1/2" OFF THE BOTTOM. THE VAPOR BARRIER SHALL

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BE MIN. 6 MIL AND SHALL BE LAPPED 6". ALL JOINTS MUST BE TAPED.

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ALL FOOTING DOWELS SHALL MATCH THE SIZE AND SPACING OF THE VERTICAL

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REINFORCEMENT. TYPICAL #5 DOWELS OR VERT. BARS EMBEDDED INTO THE

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CONCRETE FOUNDATION SHALL HAVE A 10"-90%%D BEND UNLESS NOTED

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OTHERWISE, AND SHALL BE EMBEDDED A MINIMUM OF 7".

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ALL LONGITUDINAL BARS WITHIN FOOTINGS, WALLS, SLABS, BEAMS, ETC. SHALL

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BE CONTINUOUS UNLESS NOTED OTHERWISE.

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ALL REINFORCING BARS SHALL BE TIED IN PLACE WITH THE PROPER COVER

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PRIOR TO ANY PLACEMENT OF CONCRETE PER ACI-318. "WET STICKING" OF

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THE REINFORCEMENT AFTER PLACEMENT OF THE CONCRETE WILL NOT BE

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ALLOWED.

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ALL STRUCTURAL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION.

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CORNER REINFORCEMENT SHALL BE PROVIDED AT ALL INTERSECTIONS OF

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CONCRETE BEAMS AND FOOTINGS. BARS SHALL BE PLACED AT TOP AND

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BOTTOM AND SHALL MATCH THE LARGEST TERMINATING REINFORCING BAR.

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3000 PSI

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3000 PSI

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3000 PSI

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3000 PSI

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%%UWOOD:

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STRUCTURAL WOOD COMPONENTS SHALL HAVE THE FOLLOWING MINIMUM

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PROPERTIES AT NORMAL LOAD DURATION UNDER DRY SERVICE OF CONDITION:

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THE STRUCTURAL WOOD DESIGN SHOWN ON THE DRAWINGS HAS BEEN

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PERFORMED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION

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FOR WOOD CONSTRUCTION" (NDS), 2015.

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BEAMS/HEADERS (#2 S.Y.P.):

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1100 PSI

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175 PSI

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480 PSI

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1,400,000 PSI

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LVL'S:

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2850 PSI

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285 PSI

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750 PSI

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2,000,000 PSI

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2X4 & 2X6 STUDS (#2 S.Y.P.):

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1150 PSI

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1500 PSI

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1,400,000 PSI

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6X6 AND LARGER POST (#2 S.Y.P.):

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850 PSI

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1,200,000 PSI

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525 PSI

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ALL STRUCTURAL LUMBER SHALL BE #2 SOUTHERN YELLOW PINE (S.Y.P.)

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OR BETTER UNLESS NOTED OTHERWISE

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ALL WOOD IN CONTACT WITH CONCRETE OR EARTH, OR EXPOSED TO

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WEATHER SHALL BE PRESSURE TREATED (P.T.) UNLESS AN APPROVED

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MOISTURE BARRIER IS PROVIDED.

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ALL WOOD FRAMING WITHIN 8" OF EXPOSED EARTH SHALL BE PRESSURE

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TREATED (P.T.).

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THERE SHALL BE A MINIMUM OF 6" BETWEEN ANY WOOD SIDING, WALL

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SHEATHING OR FRAMING MEMBERS AND EXPOSED EARTH.

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PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH THE

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LONG DIMENSION PERPENDICULAR TO THE FRAMING MEMBERS. JOINTS

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SHALL BE STAGGERED.

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SEE STRUCTURAL DETAILS ELSEWHERE FOR THE SIZE AND SPACING OF THE

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REQUIRED PLYWOOD FASTENERS. ROOF SHEATHING MUST BE FASTENED

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ALL SAWN LUMBER SIZES NOTED ON THE STRUCTURAL DRAWINGS ARE

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NOMINAL SIZES. ALL LVL SIZES NOTED ON THE DRAWINGS ARE ACTUAL

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DIMENSIONS.

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SCREWS.

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THE BUCKING ONLY SHALL BE ATTACHED WITH STAINLESS STEEL

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STAINLESS STEEL (304 OR 316) OR CERAMIC COATED MASONRY SCREWS

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P.T. BUCKING SHALL BE FASTENED TO MASONRY OR CONCRETE WITH

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ADEQUATE BARRIER.

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COATING MUST BE CERTIFIED BY THE MANUFACTURER AS AN

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EXPOSURE TO MOISTURE.

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SUBJECT TO WEATHERING OR WHERE THERE IS A LIKELIHOOD OF PROLONGED

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LUMBER SHALL BE PROVIDED AT ALL LOCATIONS WHERE LUMBER IS

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PAINT ALUMINUM WITH ALKALI RESISTANT BITUMINOUS PAINT.

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PAINT ALUMINUM WITH ASPHALT PAINT.

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A PHYSICAL BARRIER MAY BE APPLIED TO SEPARATE THE

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BE USED WHEN FASTENING ALUMINUM TO P.T. LUMBER:

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ALUMINUM:

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ALUMINUM SHALL NOT COME INTO CONTACT WITH PRESSURE TREATED

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LUMBER. THIS APPLIES FOR ANY GRADE OF ALUMINUM (STRUCTURAL

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OR NON-STRUCTURAL). ONE OF THE FOLLOWING METHODS SHALL

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HOT DIPPED GALVANIZED.

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STAINLESS STEEL (304 OR 316).

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PAINTED WITH A PROTECTIVE COATING TO PROVIDE A PHYSICAL

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BARRIER BETWEEN STEEL AND P.T. LUMBER.

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LUMBER. STEEL SHALL BE PROTECTED WITH ONE OF THE FOLLOWING:

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UNPROTECTED STEEL SHALL NOT BE USED WITH PRESSURE TREATED

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STEEL:

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PRESSURE TREATED LUMBER.

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ALL FASTENERS MUST BE LABELED AS APPROVED FOR USE WITH ACQ

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FOOT OF SURFACE AREA TO THE FASTENER.

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EQUIVALENT METHOD OF APPLYING 1.85 OZ. OF ZINC PER SQUARE

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"Z-MAX" (G-185) BY "SIMPSON STRONG-TIE CO., INC." OR

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LUMBER).

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CERAMIC COATED (COATING APPROVED FOR USE WITH ACQ

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STAINLESS STEEL (304 OR 316).

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HOT DIPPED GALVANIZED.

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FOLLOWING:

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PLY BEAM) OR FASTEN INTO P.T. LUMBER SHALL BE ONE OF THE

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FASTENERS:

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WHEREVER PRESSURE TREATED LUMBER IS REQUIRED. PRESSURE TREATED

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QUATERNARY) TREATED LUMBER. THE STRUCTURAL PLANS INDICATE "P.T."

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THE FOLLOWING REQUIREMENTS APPLY TO ACQ (ALKALINE COPPER

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%%UP.T. LUMBER REQUIREMENTS:

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY FIELD CONDITION WHICH MAY NOT BE IN ACCORDANCE WITH DESIGN CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SITE CONSTRUCTION SAFETY. FOR FINISHED FLOOR ELEVATIONS, SLOPES, STEPS AND RECESSES, REFER TO ARCHITECTURAL PLANS. FOR SIZE AND LOCATION OF MECHANICAL SLEEVES AND OPENINGS, REFER TO MECHANICAL AND ARCHITECTURAL PLANS.

AutoCAD SHX Text THE STRUCTURAL SYSTEMS FOR THE ATTACHED DRAWINGS WERE DESIGNED PER THE WIND LOADING PRESENTED IN SECTION 1609 OF THE FLORIDA BUILDING CODE 7th EDITION (BUILDING) AND GRAVITY LOADING PRESENTED IN SECTION R301 OF THE FLORIDA BUILDING CODE 7th EDITION (RESIDENTIAL) USING THE FOLLOWING SUPERIMPOSED LOADS:

AutoCAD SHX Text PLYWOOD SPECIFIED ON THE STRUCTURAL DRAWINGS SHALL COMPLY WITH ALL PROVISIONS OF CHAPTER 23 OF THE FLORIDA BUILDING CODE, 7th EDITION (BUILDING).

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%%UANCHORS:

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CHEMICAL OR EPOXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH

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THE MANUFACTURER'S INSTRUCTIONS. HOLES SHALL BE CLEANED AND

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PREPARED TO ENSURE PROPER ADHESION OF THE EPOXY. ALL EPOXY

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SHALL BE SIMPSON "SET" HIGH STRENGTH EPOXY OR APPROVED STRUCTURAL

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EQUIVALENT.

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CONCRETE OR MASONRY ANCHORS SHALL BE EITHER:

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"TITEN HD" BY SIMPSON STRONG TIE.

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NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER

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OF RECORD. EXPANSION TYPE ANCHORS SHALL NOT BE USED WITHOUT WRITTEN

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SEE PLAN FOR THE LOCATION OF MASONRY SCREWS WHERE ALLOWED

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"WEDGE-BOLT" SCREW ANCHORS BY POWERS FASTENERS.

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REFER TO THE PLAN AND DETAILS FOR THE SPECIFIED SIZE AND EMBEDMENT

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OF THE ANCHORS.

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(E.G. "TAPCONS).

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PERMISSION.

AutoCAD SHX Text NOTE: THESE DETAILS APPLY TO ALL INTERIOR NON-BEARING WALLS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO ENGINEER FOR REVIEW.

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%%P0.18 (ENCLOSED)

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132 MPH

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30.0 FT.

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170 MPH

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%%UWIND LOAD CRITERIA

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WIND EXPOSURE CATEGORY

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NOMINAL WIND SPEED

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INTERNAL PRESSURE COEFFICIENT

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RISK CATEGORY

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MEAN ROOF HEIGHT

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ULTIMATE WIND SPEED

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EXISTING WALL CLADDING CUT LINE

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EXISTING CONCRETE SLAB

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EXISTING 2"X4" STUDS

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EXISTING DAMAGED 2"X4" STUDS (TYP.)

AutoCAD SHX Text 2"X4" NO.2 SYP SPLICE STUD WITH ROWS 10d NAILS @ 6" O.C STAGGERED OVER LENGTH OF SPLICE.(TYP.)

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PROVIDE SIMPSON SPH4 @ EACH STUD (TYP.)

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EXISTING 2"X4" BASE PLATE

AutoCAD SHX Text PROVIDE NEW 2"X4" PT NO.2 SYP BASE PLATE ALONG DAMAGED AREA WITH " X 5" 14" X 5" TAPCONS AT 32" O.C

AutoCAD SHX Text PROVIDE "X 3" TAPCON AT 14"X 3" TAPCON AT FREE ENDS OF EXISTING AND REPLACED BASE PLATES

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EXISTING CONCRETE SLAB

AutoCAD SHX Text PROVIDE 2"X4"X 20 GA. METAL STUD FASTENED TO EXISTING STUD WITH (2) ROWS NO.8X " 34" LONG SELF TAPPING SCREWS AT 4" O.C OVER LENGTH OF SPLICE (TYP.)

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EXISTING WALL CLADDING CUT LINE

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EXISTING 2"X4" METAL STUDS

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EXISTING DAMAGED 2"X4" METAL STUDS (TYP.)

AutoCAD SHX Text PROVIDE NEW 1-1/2"X4"X 20 GA. BOTTOM TRACK FASTENED TO EXISTING SLAB WITH "X 3" TAPCONS AT 14"X 3" TAPCONS AT 32" O.C ALONG LENGTH OF DAMAGED AREA

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FAX: 239-649-7112

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PH: 239-649-1551

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NAPLES, FL.

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791 10TH STREET S., SUITE 302

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DATE

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REVISIONS

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SHEET NO.

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TOTAL SHEETS:

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DATE

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SCALE

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DRAWN

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DESIGNED

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JOB NO.

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PROJECT:

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CLIENT:

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CIA

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CIA

AutoCAD SHX Text 09/29/23

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RDA230346

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PK STUDIOS

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NAPLES DEPOT MUSEUM HURRICANE IAN REAPAIRS

AutoCAD SHX Text TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFICATIONS CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. C. JOE DECRISTOFARO FLORIDA P.E. # 90796

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STRUCTURAL NOTES & DETAILS DETAILS

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AS NOTED

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WOOD FRAME REPAIR DETAIL

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SCALE 1-1/2" = 1'-0"

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METAL FRAME REPAIR DETAIL

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SCALE 1-1/2" = 1'-0"