HomeMy WebLinkAboutApproved PlansTREE TOP TRAIL
MARL ROAD
60' WIDE PUBLIC R.O.W.
"QUIT CLAIM DEED"
RESERVED FOR INGRESS AND EGRESS
O.R.B.2096, PG. 2290,
S.L.CO., FL.LESSEAST 30.00'30.00'60.00' R.O.W.PARCEL ID1407-342-0010-000-6(VACANT)PARCEL ID1407-342-0040-000-5(VACANT)PARCEL ID1407-342-0025-000-4(VACANT)PARCEL ID1407-342-0020-000-9(OCCUPIED)PARCEL ID1407-342-0030-000-2(VACANT)FOUND 1/2" DIA. REBARW/NO IDENTIFICATION(N 60°52'29" W 0.14')N 89°56'35" W 302.18'N 00°14'01" E 166.34'S 89°56'36" E 302.15'S 00°13'19" W 166.34'20' B.S.L.PROPOSEDRESIDENCEFF. EL. = TBD20' B.S.L.50' B.S.L.
30' B.S.L.100.00'52.34'
52.34'120.58'7.34'
30.00'150.00'15.00'15.00'COVEREDPORCHCOVEREDPORCHCOVEREDPORCHMECHANICAL EQUIPMENTAND STOOP16.00'GARAGEPROPOSEDMILLINGSDRIVER=75'375 S.F. DRAINFIELDw/ 562 S.F. CLEAR ZONE900 GALSEPTIC TANKPROPOSEDWELL(APPROXIMATE)UTILITYBUILDING16.00'30.00'
FILE:DATE:TIME:
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Z:\CADD\20-830 Causley\Civil\20-830-Base.dwg
DATEISSUE SEAL1/31/2021 11:26:17 AM
04.02.2020SCALE:20-830COMMENTS
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 32960
100 South 2nd Street, Unit 209
Ft. Pierce, Florida 34950
4620 Lipscomb Street NE, Suite 2
Palm Bay, Florida 32905
PHONE: 772.226.7282
C.A. #: 30698
WEBSITE:
www.MillsShortAssociates.com
CAUSLEY RESIDENCE
Tree Top Trail, Fort Pierce, St. Lucie County, FL 34951 PROJECT DATA:SITE ADDRESS:TREE TOP TRAILFORT PIERCE, FLORIDA 34951OWNER:RAYMOND F. & AMI JO CAUSLEY8406 DELAND AVEFORT PIERCE, FLORIDA 34951561.722.9520ENGINEER:MILLS, SHORT & ASSOCIATES, LLC.700 22ND, STE 2CVERO BEACH, FLORIDA 32960772.226.7282SURVEYOR:CARTER ASSOCIATES, INC.1708 21ST STREETVERO BEACH, FLORIDA 32960772.562.4191PARCEL I.D.:1407-342-0035-000-7ZONING:AR-1, AGRICULTURAL RESIDENTIAL, 1 DU/ACLAND USE:RULEGAL DESCRIPTION:"THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THESOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 34SOUTH, RANGE 40 EAST, LESS AND EASEMENT OVER THE EAST 30 FEET,LYING IN ST. LUCIE COUNTY, FLORIDA."CONTAINING 50,262.02 SQUARE FEET OR 1.154 ACRESTHE ABOVE DESCRIPTION IN QUOTES TAKEN FROM OFFICIAL RECORDBOOK 4364, PAGE 2618 PUBLIC RECORDS OF ST. LUCIE COUNTY,FLORIDA.FLOOD ZONE:THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOODINSURANCE RATE MAP 12111C0070 J, DATED FEBRUARY 16TH, 2020.SITE DATA:REQ'DPROPOSEDMIN. LOT SIZE:43,560 S.F.50,262 S.F. (100%)MAX. GROSS DENSITY:1 Du/Ac1 Du/1.15 AcMIN. LOT WIDTH:150 FT.166.34 FT.MIN. ROAD FRONTAGE:30 FT.166.34 FT.MAX. LOT COVERAGE:20%4,600 S.F. (9.2%)SETBACKS:REQ'DPROPOSEDFRONT YARD (E)50'100.00'REAR YARD (W)30'120.58'SIDE YARD (N)20'52.34'SIDE YARD (S)20'52.34'40'SCALE:1'' = 20'020'10'PRELIMINARY - FOR PERMITTING PURPOSES:CONTRACTOR SHALL FURNISH TOPOGRAPHIC SURVEY AND DOH SOIL REPORTPRIOR TO CONSTRUCTION.C-1SITE / GRADING AND DRAINAGE PLAN
SEE SHEETJWMJWMSGS
May 10, 2021THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.
PRODUCT APPROVAL INFORMATIONPRODUCTMANUFACTURERMODEL NUMBERFLORIDA PRODUCTAPPROVAL NO.DESIGNPRESSUREMAX. DESIGNPRESSUREGLASS TYPEATTACHMENT METHODSINGLE HUNGWINDOWSCWS8100 SERIESFL# 16177+44/-56 PSF+/-70 PSF7/8" INSULATED-LAMINATED3/16" X 1-1/4" EMBED. TAPCONS @ 4" FROM THECORNERS & AT THE MEETING RAIL & 10-1/2"O.C.MAX. AT THE JAMBS - 17" O.C. MAX. AT THEHEADMULLIONCWS3" PVC MULLFL# 9520+43/-46 PSF+/-80 PSFN.A.MULL CLIPS W/ (3) 1/4" X 1-3/4" EMBED. MIN @ EA.(2) CLIPS PER SIDESWING DOORS -IMPACTPLASTPROGLAZEDFIBERGLASS W/OR W/O SIDELITESFL# 17184.9+41/-50 PSF+/-50 PSF1" INSUL.-LAMINATED1/4" X 1-1/4" EMBED. TAPCONS @ 4"/8" FROM THECORNERS & AT THE MEETING RAIL & 19" O.C.MAX.AT THE JAMBSSWING DOORS -NON-IMPACTDLP-PRESSRITE, INC.WINDSERTFL# 14803.3+43/-52 PSF+50/-55 PSF1/4" CLEAR, TEMP.1/4" X 1-1/4" EMBED. TAPCONS @ 3"/7" FROM THECORNERS/MEETING RAILS & 16" O.C. AT THEJAMBSENTRY DOORPLASTPROFIBERGLASS -OPAQUE W/ ORW/O SIDELITESFL# 17184.6+43/-46 PSF+/-50 PSF1" INSUL.-LAMINATED1/4" X 1-1/4" EMBED. TAPCONS @ 4"/9" FROM THECORNERS & 19" O.C. AT THE JAMBS/HEAMETAL ROOFINTEGRITY METALSIM100FL# 28113.1+25/-87 PSF-108.5 PSFN.A.#10 X 1" LOW PROFILE STYLE FASTENER @ 10"O.C. FOR -78.5 PSF & LESS OR 5" O.C. FOR -78.PSF >= -108.5 PSUNDERLAYMENTSOPREMATRI-BUILT HTTUFL# 2569.1+25/-87 PSF-108.5 PSFN.A.SELF-ADHERING, GLAS-MAT RIENFORCED FILMSURFACED, SBS MODIFIED BITUMEN ROOFUNDERLAYMENTSOFFITJAMES HARDIE BUILDINGPRODUCTS, INCNON-VENTEDSMOOTHFL# 13265.1+32/-41 PSF-70 PSFN.A.2" LONG, 0.223" HEAD DIA., 0.092" SHANKDIAMETER, CORROSION RESISTANT NAILS @ 6"O.C. AT THE EDGES & IN THE FIELD.GARAGE DOORHAAS#2480FL# 17430.9+39/-44 PSF+45/-50 PSFN.A.5/16" X 1-5/8" LAG SCREW W/ HEX HEAD INTO 2XBUCK 1" TO 2" & 11-3/4" MAX. THROUGHOUTHURRICANEPROTECTIONEASTERN0.05 ALUM.FL# 11964.1+43/-52 PSF+80/-90 PSFN.A.1/4"-20 SIDEWALK BOLT W/ 7/8" X 3/32" WING NUTS@ 6" O.C. THROUGHOUTFILE:DATE:TIME:
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S:\CADD\20-830 Causley\20-830 Causley.dwg
SEAL5/17/2021 2:03:43 PM
20-83004/08/20206SCALE:
DATEISSUEREV.Causley Residence
TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT
May 10, 2021
To the best of my
knowledge, this structure
has been designed in
accordance with section
1609 of the 2020 Florida
Building Code (7th Edition).
No other certifications are
expressed or implied.
PHONE:772.226.7282 C.A. #: 30698
WEBSITE: www.MillsShortAssociates.com
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 329601S-1GENERAL NOTES & DESIGN PARAMETERS
JWSJWSTLAROOF ZONESSCALE: N.T.S.33GENERAL NOTES:1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION2.THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATESTEDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONSTHAT GOVERN THIS BODY OF WORK.3.TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDAREGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANYNECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSSENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS.4.ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE1.RISK CATEGORY:II2.CODE REFERENCE:2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-163.BUILDING DESIGN:ENCLOSED4.MEAN ROOF HEIGHT:<=15.0'5.ROOF PITCH:5/12 DEGREES6.GCpi:± 0.187.WIDTH OF END ZONE:A = 4.0'8.WIND SPEED:160 MPH (Vult) 3-SECOND GUST124 MPH (Vasd) 3-SECOND GUST *USED FOR ANALYSIS*9.WIND EXPOSURE:C10.ADJUSTMENT FACTOR:1.2111.SUPERIMPOSED LOADS:FLOOR (DEAD)20 PSFFLOOR (LIVE)40 PSFROOF (TOP CHORD DEAD)15 PSFROOF (TOP CHORD LIVE)20 PSFROOF (BOT. CHORD DEAD) 5 PSFWALL55 PSF12.SHEAR WALLS WERE CONSIDERED13.A CONTINUOUS LOAD PATH WAS PROVIDED14.COMPONENT & CLADDING DETAILED15.MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVECONCRETE NOTES:1.CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FORBUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.2.STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE.3.CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.4.PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOTPERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS.5.ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-1855.1.PROVIDE CHAIRS AND BOLSTERS5.1.1.BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)5.2.ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE.6.WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY7.THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:7.1.CAST AGAINST EARTH: 3"7.2.EXPOSED TO EXTERIOR ELEMENTS:1"7.3.FORMED SURFACES:1"8.CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TOCONSTRUCTION OF THOSE AREAS INVOLVED.9.CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPESLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE.10.REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS.11.CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALLRE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HASHARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS INCRACKS (WHICH IS NOT UNCOMMON)12.CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS.13.CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAINW.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS.13.1.ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.14.ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET.15.TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.16.SOILS SHALL BE TREATED.FOUNDATION NOTES:1.SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR).2.FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,000 PSF.3.FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.WINDOW AND DOOR NOTES:1.WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES ASPRESCRIBED IN THESE PLANS.2.ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301 OF THE 2020 FBC RESIDENTIAL CODE.PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING.3.ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERSSPECIFICATIONS UNLESS OTHERWISE NOTED.CONCRETE MASONRY NOTES:1.ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY.1.1.MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS.2.ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR3.UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.)4.ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.5.WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OFTHE COLUMNS.6.ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRYSTRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRYUNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA.7.ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS ATCENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDEADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALLBE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEARAREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW-CUT CLEAN-OUT HOLE IN BOTTOM COURSE & REMOVE MORTARDROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICEREINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUSREINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL.7.1.WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACEOF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK.8.PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING.8.1.BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED).8.2.H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP.9.VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY.10.GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.11.PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE.12.ANY EPOXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITHTHREADED ROD.12.1.ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION.TIMBER NOTES:1.PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOFTRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD ANDDEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACINGCRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDABUILDING CODE, 7TH EDITION.1.1.ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BESTORED IN ACCORDANCE WITH TPI-95.1.2.TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TOPANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELSWHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.1.3.ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.1.4.ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6'O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOMCHORD BETWEEN TWO TRUSSES FOR ACCESS.1.5.IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/CEQUIPMENT, ETC.)1.6.DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP.SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD.1.7.TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEERMUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.1.8.ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPORBARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE.2.ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TOROOF FRAMING WITH 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS ANDVALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING.3.EXTERIOR FRAME WALL SHEATHING TO BE A MIN. OF 1/2" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESSOTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 8d NAILS @ 4"O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THEWALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS..4.FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOORFRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD.5.THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:5.1.INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: 5.1.1.SOUTHERN YELLOW PINE #2 OR BETTER5.2.BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER6.ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL.7.ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACENAILS AT STRAPS AS TO NOT SPLIT THE WOOD.WIND LOAD DESIGN CRITERIA:1.DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS.2.SEE ROOF PLAN FOR ZONE LOCATIONS.3.OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC.4.MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.3333333333331ROOF ZONES @ MECH. ROOMSCALE: N.T.S.333333332222EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC):1.EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TOMEET THE WIND PRESSURES SHOWN.2.END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER.WALL ZONENEGATIVEPRESSUREPOSITIVEPRESSUREEND39 PSF31 PSFINTERIOR34 PSF31 PSFROOFING NOTES:1.ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THEDESIGN CRITERIA IN THESE PLANS.2.ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS 107.OVER ENCLOSED AREASROOF ZONEROOF SLOPE 5:12 OR LESSROOF SLOPE 7:12 OR MORE2E/2R82 PSFN.A.390 PSFN.A.SOFFITS:ZONEDESIGN PRESSURE2+32 / -33 PSF3+32 / -41 PSFNOTE: DO NOT SCALE THESE DRAWINGSFOR 5:12 OR LESS ROOF PITCHZONEAREANEGATIVEPRESSUREPOSITIVEPRESSUREOVERHANG1104525N.A.1204022N.A.1503317N.A.11002814N.A.2E106225742E205622712E504717672E1004014652R106225N.A.2R205622N.A.2R504717N.A.2R1004014N.A.31062258732056227835047176631004014582e2e2e2e2e12r2r2r2r2r2r2r2r2r2r2r2r2r2r2r2r2r2e2r2r2r2r2r2e2e2e12e12rTHIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.
STRUCTURAL FOUNDATION PLANSCALE: 1/4" = 1'-0"12" X 12" CMU COLUMNS W/ (2) #5VERT. BARS W/ 10" ACI HOOKS TOPAND BOTTOM TIED TO HORIZ. STEELIN BEAM AND FOUNDATIONS24" W X 24" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM6S-212" X 12" CMU COLUMNS W/(2) #5 VERT. BARS W/ 10" ACIHOOKS TOP AND BOTTOMTIED TO HORIZ. STEEL INBEAM AND FOUNDATIONS24" W X 24" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM6S-212" X 12" CMU COLUMNS W/ (2) #5VERT. BARS W/ 10" ACI HOOKS TOPAND BOTTOM TIED TO HORIZ. STEELIN BEAM AND FOUNDATIONS24" W X 24" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM6S-2NOTE: SEE FLOOR PLANSFOR ALL DIMENSIONS.NOTE:PROVIDE VERTICAL #5 BARAT ALL CORNERS, EA. SIDE OF WINDOWS& DOORS & @ 4' O.C. MAX.2S-22S-22S-21S-22S-22S-21S-24S-25S-21S-25S-25S-25S-21S-23S-24S-5FOOTING REBAR(3) #5 CONT.8"2'-0"FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTESVARIES(SEEARCH)(1) #5 HORIZ. BAR CONT.TYPICAL EXTERIOR STEM WALL FTG.SCALE: 1" = 1'-0"2'-0"1'-0"#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)S-216"4"8"FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTES4"(1) #5 HORIZ. BAR CONT.1'-0"#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)INTERMEDIATE STEM WALL FTG. W/ STEPSCALE: 1" = 1'-0"S-22(1) #5 HORIZ.BAR CONT.8" X 16" CMU STEM WALL(# OF COURSES TBD)8" X 16" CMU STEM WALL(# OF COURSES TBD)FOOTING REBAR(3) #5 CONT.36" W X 36" L X 18" D THICKCONC. FOOTING W/ (3) #5BARS EA. WAY IN BOTTOM12" X 12" CMU COLUMNS W/(2) #5 VERT. BARS W/ 10" ACIHOOKS TOP AND BOTTOMTIED TO HORIZ. STEEL INBEAM AND FOUNDATIONS1'-6"3'-0"1'-0"#5 VERT. BAR W/ 10" ACIHOOK TIED TO FOUNDATIONBOTTOM STEEL2'-6" LAP
SPLICE MIN.PORCH 12" COLUMN DETAILSCALE: 3/4" = 1'-0"S-264" CONCRETE SLAB W/6X6 -W1.4/W1.4 WWM ORFIBERMESH ON 6 MIL.VAPOR BARRIER ON WELLCOMPACTED, TREATED FILL8"2'-0"1'-0"TYP. INTERMEDIATE STEM WALL FTG.SCALE: 1" = 1'-0"S-23SLOPE 3/4"GARAGE DOOR RECESS MONO. FTG.SCALE: 1" = 1'-0"134"1'-2"2'-0"1'-0"8"10" W X 8" D THICKENEDEDGE W/ (2) #5 BARS CONT.FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTESS-24FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTES(1) #5 HORIZ. BAR CONT.#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)8" X 16" CMU STEM WALL(# OF COURSES TBD)FOOTING REBAR(3) #5 CONT.#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)8" X 16" CMU STEM WALL(# OF COURSES TBD)FOOTING REBAR(3) #5 CONT.(1) #5 HORIZ. CONT.BARS IN CURBFOOTING REBAR(3) #5 CONT.8"2'-0"FIBERMESH OR WELDEDWIRE MESH. SEE FOUND.NOTESVARIES(SEEARCH)(1) #5 HORIZ. BAR CONT.TYP. EXT. CONC. CURB STEM WALL FTG.SCALE: 1" = 1'-0"1'-0"#5 ROD W/ 10" HOOK EMBEDMIN. OF 7" INTO FOOTER. SEESTRUCTURAL ENGINEERINGLAYOUT FOR LOCATION ANDSPACING (WHERE SPLICEOCCURS 30" LAP. MIN)S-258" X 16" CMU STEM WALL(# OF COURSES TBD)FILE:DATE:TIME:
APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY
THIS SHEET
S:\CADD\20-830 Causley\20-830 Causley.dwg
SEAL5/17/2021 2:10:25 PM
20-83004/08/20206SCALE:
DATEISSUEREV.Causley Residence
TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT
May 10, 2021
To the best of my
knowledge, this structure
has been designed in
accordance with section
1609 of the 2020 Florida
Building Code (7th Edition).
No other certifications are
expressed or implied.
PHONE:772.226.7282 C.A. #: 30698
WEBSITE: www.MillsShortAssociates.com
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 329602S-2STRUCTURAL FOUNDATION PLAN & DETAILS
JWSJWSTLA SEE SHEET THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.
BEAM SCHEDULEMARKTOP ELEVATIONSIZEWIDTH X DEPTHREINFORCINGBOT. MID. TOPSPACINGBB169'-4"CASTCRETE OR EQUALLINTEL 8F16 1T/1B1 #5 1 #7#5 CORNER BARS1. EE = EACH END BAL. - BALANCE2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE.3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE.4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALLLINTELS)NOTE: SEE FLOOR PLANSFOR ALL DIMENSIONS.4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOILNOTE:PROVIDE VERTICAL #5 BARAT ALL CORNERS, EA. SIDE OF WINDOWS& DOORS & @ 4' O.C. MAX.(2) #4 X 60" @ ALLRE-ENTRANTCORNERS (TYP.)4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOIL1S-34" THICK CONCRETE EQUIPMENT SLABS,3,000 P.S.I. MIN. WITH BROOM FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH ON COMPACTEDTREATED SOIL (TYP. FOR EQUIP. PADS)2S-3VOLUME (CUBIC FEET)A/C BUILDING VOLUME23,745STRUCTURAL SLAB PLANSCALE: 1/4" = 1'-0"4" THICK CONCRETE FLOOR SLAB,3,000 P.S.I. MIN. WITH TROWELSMOOTH FINISH REINFORCEDWITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MILVAPOR BARRIER ON COMPACTEDTREATED SOIL4" THICK CONCRETE FLOOR SLAB,3,000 P.S.I. MIN. WITH TROWELSMOOTH FINISH REINFORCEDWITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MILVAPOR BARRIER ON COMPACTEDTREATED SOIL4" THICK CONCRETE FLOOR SLAB,3,000 P.S.I. MIN. WITH TROWELSMOOTH FINISH REINFORCEDWITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MILVAPOR BARRIER ON COMPACTEDTREATED SOIL(2) #4 X 60" @ ALLRE-ENTRANTCORNERS (TYP.)1S-3BB16+44/-56 PSFBB16+39/-44 PSFBB16+43/-46 PSF EA.BB16+43/-45 PSFBB16+43/-46 PSF EA.BB16+44/-47 PSFBB164" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOILBB16+43/-52 PSFBB16 BB163S-32S-33S-3BB16
+44/-47 PSF
BB16
+44/-55 PSF
BB16+41/-44 PSFBB16
+43/-46 PSF EA.
SLOPE SLOPESLOPESLOPEBB16
+41/-50 PSF
BB16+44/-55 PSFBB16+44/-47 PSFBB16+44/-56 PSFBB16
+44/-47 PSF
BB16
+43/-46 PSF EA.
BB16
+43/-46 PSF SL
BB16
+43/-54 PSF
BB16
+43/-54 PSF
BB16 BB16 BB16
BB16BB16BB16BB16BB16 3S-33S-33S-33S-34S-3+43/-45 PSF DR4S-5SHOWER RECESS DETAILSCALE: 1" = 1'-0"S-31A/C TIE-DOWN DETAILSCALE: 1" = 1'-0"4" CONCRETE PADA/C COMPRESSORSECURE EA. END TO CONC.PAD W/ 5/8" X 3" EMBED EXP.ANCHOR & HOLD-DOWN TABCRIMP ENDS OF CABLE W/LEAD SLEEVES OR CABLECLAMPS3/16" DIA. STAINLESS CABLE TOBE PULLED TIGHT OVER A/CCOMPRESSORS-365" MIN.
EMBED.(5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA.WASHERS. BOLTS ARE TO BE EQUALLYSPACED (6" FROM EACH END & 24" O.C. MAX.)BOLTS ARE TO BE CAST IN PLACE -OR- EPOXYSET W/ 5" EMBEDMENT.2" X 6" P.T. BUCK W/ 15 MIL BARRIER#5 VERT. BAR IN FILLEDCELL (TYP.)8"8"4"FIBERMESH ORWELDED WIRE MESH.SEE FOUND. NOTES(1) #5 BARS CONT. 3"MIN. COVERSLOPE CONC,TO DRAINGARAGE BUCK DETAIL1" = 1'-0"S-37TYP. THICKENED EDGESCALE: 1" = 1'-0"6"6"4"4"S-32(1) #5 HORIZ.BAR CONT.INTERMEDIATE MONO. FTG. W/ STEPSCALE: 1" = 1'-0"1'-8"FOOTING REBAR(2) #5 CONT.FIBERMESH ORWELDED WIRE MESH.SEE FOUND. NOTES1'-4"
6"4"6"4"(1) #5 BARSCONT.SLOPES-34J-BOLTS @ 24" O.C. & EA.CORNER @ FRAMEDWALLSTYP. PRE-CAST LINTEL DETAILSCALE: 3/4" = 1'-0"TYPICAL RUNNING BONDBEAM IS (2) COURSE OF HOR U-BLOCK W/ (2) #5 BARSOR (1) #7 BAR CONT. EA.COURSESTD. OR RECESSED PRE-CASTLINTELS ABOVE WINDOWS,DOORS & LARGER SPANNINGOPENINGS W/ (1) #5 BAR INPRE-CAST LINTEL POUREDCONTIGUOUS WITH BOND BEAM("CAST-CRETE"/"LOTTS" OR EQ.)S-35TYP. THICKENED EDGESCALE: 1" = 1'-0"1'-0"1'-0"4"FOOTING REBAR(2) #5 CONT.6"S-33PRE-CAST SILLS (CAST-CRETE OR EQ.)- OPTION: FORMED AND POURED SILL,SEE DETAIL.#5 ROD W/ 10" HOOK EMBED MIN. OF7" INTO FOOTER. SEE FOUNDATIONPLAN FOR FOR LOCATION ANDSPACING (WHERE SPLICE OCCURS30" LAP. MIN)INSTALL ALL WINDOWS & DOORS PERFMA/AAMA 200-12 SPECIFICATIONSFOR WATER TIGHT INSTALLATION9'-4" TOP OF BEAM8'-0" TYPICAL WINDOW AND DOOR HEAD HEIGHTVINYL INSULATED IMPACT WINDOWS8" X 16" CMU BLOCK W/ 9 GA. LADDERBLOCKING @ EVERY OTHER COURSESTD.OR RECESSED PRE-CASTLINTELS ABOVE WINDOWS,DOORS & LARGER SPANNINGOPENINGS W/ (1) #7 BAR TOPCOURSE & #5 BAR IN PRE-CASTLINTEL POURED WITH BEAM(CAST-CRETE OR EQ.)3/4" PT FURRING STRIPS @ 16" O.C.(TYP.) W/ FI-FOIL (R5 MIN.) W/ 1/2"DRYWALL (TYP.)ALL GYPSUM BOARD TO CONFORMTO ASTM C5, C22, C28, C35, C59, C61,C587, C631, C847, C933, C1032 ANDC1047 AND SHALL BE INSTALLED INCOMPLIANCE WITH ASTM C843/44TYPICAL WALL SECTION THRU WINDOWSCALE: 3/4" = 1'-0"EXETRIOR STUCCO INSTALLEDIN COMPLIANCE WITH ASTM C926 & C 1063.SMOOTH STUCCO FINISHS-344" CONCRETE SLAB W/6X6 -W1.4/W1.4 WWM OR FIBERMESHON 6 MIL. VAPOR BARRIER ONWELL COMPACTED, TREATED FILL1/2" GYP. BD. DRYWALLEMBEDMENT LINE EMBEDMENT LINE #5 ROD W/ 10" HOOK EMBED MIN. OF7" INTO FOOTER. SEE STRUCTURALENGINEERING LAYOUT FORLOCATION AND SPACING (WHERESPLICE OCCURS 30" LAP. MIN)8" X 16" CMU STEM WALL(# OF COURSES TBD)UNVENTED HARDI SOFFITPRE-ENGINEERED WOOD TRUSSES @24" O.C.DOUBLE BOND BEAM W/ (2) COURSESH-BLOCK WITH (1) #5 BARS CONT. EACHCOURSEALUM. DRIP EDGE OVER1 X 6 CEDAR FASCIAATTACHED TO TRUSSESW/ (3) 16d NAILS EA.TRUSS512HURRICANE STRAP @ EA. TRUSS - PERSCHEDULE & LAYOUTMETAL ROOF OVER 15#UNDERLAYMENT OVER 5/8" CDXSHEATHING, 10d RINK SHANK NAILS@ 4" O.C. AT SEAMS & 6" O.C. IN FIELD2'-0" O.H. TYP.FOUNDATION - SEE DETAILSSPRAY FOAM R-30 (MIN.)INSULATION PERREPORT #ESR-1172FILE:DATE:TIME:
APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY
THIS SHEET
S:\CADD\20-830 Causley\20-830 Causley.dwg
SEAL5/17/2021 2:03:49 PM
20-83004/08/20206SCALE:
DATEISSUEREV.Causley Residence
TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT
May 10, 2021
To the best of my
knowledge, this structure
has been designed in
accordance with section
1609 of the 2020 Florida
Building Code (7th Edition).
No other certifications are
expressed or implied.
PHONE:772.226.7282 C.A. #: 30698
WEBSITE: www.MillsShortAssociates.com
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 329603S-3STRUCTURAL 2ND FLOOR FRAMING PLAN & DETAILS
JWSJWSTLA SEE SHEETTHIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.
ATTIC ACCESSVERIFY W/TRUSS MANUF.HHETA16TRUSS CONNECTION SCHEDULEUPLIFTMAX. UPLIFTHARDWARECONNECTION NOTESFASTENER SPECIFICATION12411810HETA16COMMON TRUSS TO C.M.U. WALL (U.N.O.)(9) 10d X 1 1/2" NAILS21892235HHETA16HIP GIRDER TRUSS TO C.M.U WALL (U.N.O.)(10) 10d X 1 1/2" NAILS35623965MGTHEAVY GIRDER TRUSS TO C.M.U WALL (U.N.O.)(1) 5/8" X 7" EMBED. GALV. OR S.S.ALL-THREAD & (22) 10D NAILSNOTE:1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG-TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUMNAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS.2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN).STRUCTURAL ROOF FRAMING PLANSCALE: 1/4" = 1'-0"CRICKET FRAMING -SEE DETAIL 1/S-4PRE-ENGINEERED ROOFTRUSSES 24" O.C. MAX6'-0" SETBACK TRUSS
2'-0"
O.H.2'-0"O.H.HETA16HHETA162'-0"O.H.HHETA16HETA166'-0" SETBACK TRUSS2'-0"O.H.2'-0"
O.H.
HETA166'-0" SETBACK TRUSS2'-0"O.H.2'-0"O.H.5'-0" SETBACK TRUSS2'-0"O.H.2'-0"O.H.HETA16 HETA16
HETA16
PRE-ENGINEERED ROOFTRUSSES 24" O.C. MAXCATHEDRAL CEILINGCATHEDRAL CEILINGSTEP IN CEILING, SEEARCH. PLANS FOR HEIGHTHETA16HETA16HETA16HHETA16HETA16HHETA16
HHETA16MAIN HOUSE:ROOF AREA = 4,802 S.F.1/150 OF AREA OF ROOF (ATTIC SPACE)SPRAY FOAM INSULATION BEING USED / NOATTIC VENTILATION IS NECESSARY.MGTMGTMGTMGTHETA16
HETA16 NEW 2 X 8 FRAMINGPRE-ENGINEEREDTRUSSES @ 24" O.C.2 X BLOCKINGSIMPSON MTS12CRICKET FRAMING DETAILSCALE: 3/4" = 1'-0"S-41SOFFIT ATTACHMENT @ CMU WALLSCALE: 1" = 1'-0"*NOTE:IF A LEVEL SOFFIT IS NOT USED*2 X 4 FASTENED TO 2 X 4LEDGER USING (3) 8d NAILSTOE NAILED (2 ON 1 SIDE 1ON THE OPPOSITE)2 X 4 ATTACHED TO TRUSSTAIL WITH 8d (3) 8d NAILS MIN.(SPACED EVENLY ~ 4" O.C.)2 X 4 BLOCKING/ SOFFITNAILER @ 24" O.C.UN-VENTED SOFFIT (SEEPRODUCT APPROVAL)2 X 4 LEDGER ATTACHEDW/ 1/4" X 2" EMBED.TAPCON @ 24" O.C. MAX.S-42FILE:DATE:TIME:
APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY
THIS SHEET
S:\CADD\20-830 Causley\20-830 Causley.dwg
SEAL5/17/2021 2:03:54 PM
20-83004/08/20206SCALE:
DATEISSUEREV.Causley Residence
TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT
May 10, 2021
To the best of my
knowledge, this structure
has been designed in
accordance with section
1609 of the 2020 Florida
Building Code (7th Edition).
No other certifications are
expressed or implied.
PHONE:772.226.7282 C.A. #: 30698
WEBSITE: www.MillsShortAssociates.com
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 329604S-4STRUCTURAL ROOF FRAMING PLAN & DETAILS
JWSJWSTLA SEE SHEETTHIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.
MASONRY WINDOW BUCK ATTACHMENTSCALE: 3/4' = 1'-0"*NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERSSPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED(AS NOTED IN THESE PLANS).TIE-BEAM OR DOUBLE BOND BEAMROWS OF (2) 1/4"TAPCONS INTO GROUTEDMASONRY W/ 2" EMBED(TYP.) - MIN. (3) ALL SIDES4"MAX.12"O.C.MAX.PT BUCK AS REQ. BYMANUFACTURER4"MAX.12"O.C.MAXCMUMASONRY DOOR BUCK ATTACHMENTSCALE: 3/4' = 1'-0"*NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERSSPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURESREQUIRED (AS NOTED IN THESE PLANS).TIE-BEAM OR DOUBLE BOND BEAMROWS OF (2) 1/4"TAPCONS INTO GROUTEDMASONRY W/ 2" EMBED(TYP.) - MIN. (3) ALL SIDES4"MAX.12" O.C.MAX.PT BUCK AS REQ. BYMANUFACTURER4"MAX.12"O.C.MAXCMU TYPICAL CMU (BLOCK) OPENING REINFORCEMENTSCALE: 3/4" = 1'-0"SILL REINFORCING SCHEDULEOPENING WIDTHPOURED SILLDEPTHREINFORCING STEELWIDTH TO LESSTHAN 7'8"(1) #5WIDTHS 7' TOLESS THAN 10'8"(2) #3 SIDE BY SIDEWIDTHS 10' TOLESS THAN 15'12"(4) #3 SIDE BY SIDETIE-BEAM OR DOUBLEBOND BEAMSLAB/FOUNDATION - SEEDETAILS#5 VERTICAL BAR INFULLY GROUTED CELL(EA. SIDE OF OPENING)2'-6" LAP SPLICE MIN.FORMED AND POUREDSILL, SEE SCHEDULE W/10" ACI HOOKS EA. SIDETIED TO VERT. STEEL(TYP.)NEW FILL-IN OPENING(VARIOUS SIZES -SEE PLAN)CMU W/ 9GA. LADDERBLOCKING @ EVERY OTHERCOURSE10" ACI HOOKS @ EACH BAR10" ACI HOOKS @ EACH BARSECURE UNDERNEATHBOTTOM CONT. STEEL6" MIN.PORCH BEAM TIE-IN DETAILSCALE: 3/4" = 1'-0"DOUBLE BOND BEAM OVERPORCH OPENINGFOUNDATION PER FOUNDATIONPLAN4" CONCRETE SLAB W/6X6 -W1.4/W1.4 WWM OR FIBERMESHON 6 MIL. VAPOR BARRIER ONWELL COMPACTED, TREATED FILL10" ACI HOOKS @ EACH BARSECURE UNDERNEATH BOTTOMCONT. STEEL2'-6" LAP SPLICE MIN.
TIE TO TOP BEAM STEEL(2) #5 VERT. DOWN ROD (FOR12" CMU) (REF. PLAN)12" X 12" CMU BLOCK COLUMNAT PORCH(2) #5 BARS IN FILLED COLUMN(SEE PLAN FOR SPACING)10" ACI HOOKS @ EACH BARTRUSS BEARINGINTERIOR NON-LOAD BEARING WALLSCALE: 3/4" = 1'-0"FRAMED BEARING WALL DETAILSCALE: 1/2" = 1'-0"(3) 2 X 12 #2 SYP HEADER W/1/2" CDX FLITCH PLATESFULLY LAMINATED W/ "LIQUIDNAIL" (OR EQ.) & NAILEDTOGETHER W/ ROWS OF (3)12d NAILS @ 12" O.C.THROUGHOUT2 X 6 PT #2 SYP BOTTOMPLATE ATTACHED TOFOUNDATION W/ 5/8" X 5"EMBED. S.S. OR GALV. "J"BOLTS @ 24" O.C.DOOR OPENINGNEW JACK/HEADER ATTACHEDTO TOP PLATE USING SIMPSONMSTA24 W/ (8) 10d NAILS EACHSIDE OF STRAP (TYP.)2 X 6 DOUBLE TOP PLATEATTACH HEADER TO TOP PLATESUSING SIMPSON SPH4/6 W/ (10) 10dX 1-1/2" NAILS @ 16" O.C.SIMPSON SP6 @ 32"O.C. TO STUD, TOP &BOTTOM AND AT EA.KING STUD W/ (6) 10dX 1-1/2" NAILS @ EA.FOUNDATION - SEE PLANS-51S-529'-4" @ 1ST FLOORCONCRETE SLAB/FLOORFRAMING2 X 4 WOOD STUD WALL@ 16" O.C.(1) 2 X 4 #2 SYP. TOPPLATE ATTACHED TOEA. TRUSS USING 16dNAILS(1) P.T. 2 X 4 SYP.BOTTOM PLATE W/ 8dCASE HARDENED NAILS@ 18" O.C.1/2" GYP. BD.DRYWALL EA.SIDE OF WALL1/2" GYP. BD.DRYWALL @CEILINGNON-LOAD BEARINGFRAMED WALL2 X 4 FIRE BLOCKINGMASONRY SILLSOLID INFILL OF STUCCOPOLYURETHANE SEALANT(BY CONTRACTOR)SOLID INFILL OF STUCCOCONTINUOUS BEAD OF POLYURETHANESEALANT (INSTALLED BY WINDOWINSTALLER)NOTES:·WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINTCOMPOUND" OR EQUAL·POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL·INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEXBY TREMCO OR EQUALWINDOW WATERPROOFING DETAILSCALE: 1" = 1'-0"CONTINUOUS BEAD OF SEALANTAIR/WATER DAM @ SHIM GAP (BYCONTRACTOR)CMU WATER RESISTANT COATINGON MASONRY OPENING JAMBS (BYCONTRACTOR)CONTINUOUS BEAD OF WATERRESISTANT SEALANT AT MASONRY/BUCKJOINT AT INTERIOR/EXTERIOR ANDCORNER JOINTS (BY BUCK INSTALLER)(2) 3/8" THICK BEADS OF POLYURETHANESEALANT BEHIND BUCKS (BY BUCKINSTALLER)2X P.T. BUCK2X P.T. BUCKCONTINUOUS BEAD OF POLYURETHANESEALANT (INSTALLED BY WINDOWINSTALLER)(2) 3/8" THICK BEADS OF POLYURETHANESEALANT BEHIND BUCKS (BY BUCKINSTALLER)CONTINUOUS BEAD OF WATERRESISTANT SEALANT AT MASONRY/BUCKJOINT AT INTERIOR/EXTERIOR ANDCORNER JOINTS (BY BUCK INSTALLER)POLYURETHANE SEALANT(BY CONTRACTOR)SOLID INFILL OF STUCCOCONTINUOUS BEAD OF POLYURETHANESEALANT (INSTALLED BY WINDOWINSTALLER)NOTES:·WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINTCOMPOUND" OR EQUAL·POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL·INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEXBY TREMCO OR EQUAL·CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS ANDRESULTING BEAM HEIGHTS·ALL EXTERIOR DOORS MUST BE SET IN A RECESS.·VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURINGSLABDOOR WATERPROOFING DETAILSCALE: 1" = 1'-0"CONTINUOUS BEAD OF SEALANTAIR/WATER DAM @ SHIM GAP (BYCONTRACTOR)CMU WATER RESISTANT COATINGON MASONRY OPENING JAMBS (BYCONTRACTOR)CONTINUOUS BEAD OF WATERRESISTANT SEALANT AT MASONRY/BUCKJOINT AT INTERIOR/EXTERIOR ANDCORNER JOINTS (BY BUCK INSTALLER)(2) 3/8" THICK BEADS OF POLYURETHANESEALANT BEHIND BUCKS (BY BUCKINSTALLER)2X P.T. BUCKFINISH FLOORSLAB RECESSEXTERIOR SILL NOSINGFINISH MATERIAL, PITCHSILL AWAY FROM DOORPOLYURETHANE SEALANT(BY CONTRACTOR)CMU WATER RESISTANT COATINGON MASONRY OPENING JAMBS (BYCONTRACTOR)CMU WATER RESISTANT COATINGON MASONRY OPENING JAMBS (BYCONTRACTOR)PRE-FABRICATED FIRE PLACESYSTEM & FLU, SEE SPECS (SEEARCH.)PRE-CAST LINTEL BEAMW/ (1) #5 BAR CONT.(1) #5 VERT. BAR IN GROUT FILLEDCELL LOCATED PER PLAN8" X 16" CMU RUNNING BOND W/9GA. LADDER BLOCKING @ EVERYOTHER COURSE(2) COURSE "H" BLOCK, (2) #5CONT. OR (1) #7 EA. COURSEWALL SECTION @ FIREPLACESCALE: 3/4" = 1'-0"GIRDER TRUSS & CONNECTIONBY TRUSS COMPANY#5 ROD W/ 10" HOOK EMBED MIN. OF7" INTO FOOTER. SEE STRUCTURALENGINEERING LAYOUT FORLOCATION AND SPACING (WHERESPLICE OCCURS 30" LAP. MIN)8" X 16" CMU STEM WALL(# OF COURSES TBD)FOUNDATION - SEE DETAILS#5 ROD W/ 10" HOOK EMBED MIN. OF7" INTO FOOTER. SEE FOUNDATIONPLAN FOR FOR LOCATION ANDSPACING (WHERE SPLICE OCCURS30" LAP. MIN)EXETRIOR STUCCO INSTALLEDIN COMPLIANCE WITH ASTM C926 & C 1063.4" CONCRETE SLAB W/6X6 -W1.4/W1.4 WWM OR FIBERMESHON 6 MIL. VAPOR BARRIER ONWELL COMPACTED, TREATED FILLSMOOTH STUCCO FINISH(2) COURSE "H" BLOCK ATMID-HEIGHT, (2) #5 CONT. OR (1)#7 EA. COURSE, CONT. POUR2'-6" LAP SPLICE MIN.
7'-4"
2'-6" LAP SPLICE MIN.
2'-6" LAP SPLICE MIN.S-5439" W X 4" D CAST IN PLACECONC. CHIMNEY CAP W/ (1) #5HORIZ. BARS @ 12" O.C. MAXW/ 10" ACI HOOKS EA. SIDETIED TO VERT. STEEL (TYP.)PRE-ENGINEERED WOOD TRUSSES @24" O.C.FOOTING REBAR (2) #5 BARSCONT. W/ #3 TIES @ 12" O.C.FILE:DATE:TIME:
APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY
THIS SHEET
S:\CADD\20-830 Causley\20-830 Causley.dwg
SEAL5/17/2021 2:04:00 PM
20-83004/08/20206SCALE:
DATEISSUEREV.Causley Residence
TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT
May 10, 2021
To the best of my
knowledge, this structure
has been designed in
accordance with section
1609 of the 2020 Florida
Building Code (7th Edition).
No other certifications are
expressed or implied.
PHONE:772.226.7282 C.A. #: 30698
WEBSITE: www.MillsShortAssociates.com
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 329605S-5STRUCTURAL SECTIONS & DETAILS
JWSJWSTLA SEE SHEETTHIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.
BB16+41/-50 PSF4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.MIN. WITH TROWEL SMOOTH FINISHREINFORCED WITH 6" X 6" - W1.4/W1.4 W.W.MESH OR FIBER MESH W/ 6 MIL VAPORBARRIER ON COMPACTED TREATED SOIL1S-61S-61S-61S-6HHETA164'-0" SETBACKTRUSS1'-4"O.H.1'-4"
O.H.
HETA16
4'-0" SETBACKTRUSS1'-4"O.H.1'-4"
O.H.
HETA16 HHETA16PRE-ENGINEERED ROOFTRUSSES 24" O.C. MAXHETA16HETA16BEAM SCHEDULEMARKTOP ELEVATIONSIZEWIDTH X DEPTHREINFORCINGBOT. MID. TOPSPACINGBB168'-1"CASTCRETE OR EQUALLINTEL 8F16 1T/1B1 #5 1 #7#5 CORNER BARS1. EE = EACH END BAL. - BALANCE2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE.3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE.4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALLLINTELS)STRUCTURAL FOUNDATION PLANSCALE: 1/4" = 1'-0"STRUCTURAL ROOF FRAMING PLANSCALE: 1/4" = 1'-0"TRUSS CONNECTION SCHEDULEUPLIFTMAX. UPLIFTHARDWARECONNECTION NOTESFASTENER SPECIFICATION10351810HETA16COMMON TRUSS TO C.M.U. WALL (U.N.O.)(9) 10d X 1 1/2" NAILS17432235HHETA16HIP GIRDER TRUSS TO C.M.U WALL (U.N.O.)(10) 10d X 1 1/2" NAILSNOTE:1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG-TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUMNAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS.2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN).DOUBLE BOND BEAM W/ (2) COURSESH-BLOCK WITH (1) #5 BARS CONT.EACH COURSE4" CONCRETE SLAB W/6X6 -W1.4/W1.4 WWM OR FIBERMESHON 6 MIL. VAPOR BARRIER ONWELL COMPACTED, TREATED FILL#5 ROD W/ 10" HOOK EMBED MIN. OF7" INTO FOOTER. SEE FOUNDATIONPLAN FOR FOR LOCATION ANDSPACING (WHERE SPLICE OCCURS30" LAP. MIN)INSTALL ALL WINDOWS & DOORS PERFMA/AAMA 200-12 SPECIFICATIONSFOR WATER TIGHT INSTALLATION8" X 16" CMU BLOCK W/ 9 GA. LADDERBLOCKING @ EVERY OTHER COURSESTD.OR RECESSED PRE-CASTLINTELS ABOVE WINDOWS,DOORS & LARGER SPANNINGOPENINGS W/ (1) #7 BAR TOPCOURSE & #5 BAR IN PRE-CASTLINTEL POURED WITH BEAM(CAST-CRETE OR EQ.)ALL GYPSUM BOARD TO CONFORMTO ASTM C5, C22, C28, C35, C59, C61,C587, C631, C847, C933, C1032 ANDC1047 AND SHALL BE INSTALLED INCOMPLIANCE WITH ASTM C843/44TYPICAL WALL SECTION @ MECH. RM.SCALE: 3/4" = 1'-0"S-62FOOTING REBAR(2) #5 BARS CONT.EXETRIOR STUCCO INSTALLEDIN COMPLIANCE WITH ASTM C926 & C 1063.SMOOTH STUCCO FINISH8'-0" BEAM HEIGHT 1/2" GYP. BD. DRYWALLEMBEDMENT LINE UNVENTED HARDI SOFFITPRE-ENGINEERED WOOD TRUSSES @24" O.C.ALUM. DRIP EDGE OVER1 X 6 CEDAR FASCIAATTACHED TO TRUSSESW/ (3) 16d NAILS EA.TRUSS512HURRICANE STRAP @ EA. TRUSS - PERSCHEDULE & LAYOUTMETAL ROOF OVER 15#UNDERLAYMENT OVER 5/8" CDXSHEATHING, 10d RINK SHANK NAILS@ 4" O.C. AT SEAMS & 6" O.C. IN FIELD1'-4" O.H.TYP.2'-6" LAP SPLICE MIN.(1) #5 VERT. BARSFOOTING REBAR(2) #5 CONT.1'-6"1'-8"FIBERMESH ORWELDED WIREMESH. SEE FOUND.NOTES6"(1) #5 VERT. BARS1 STORY EXTERIOR MONO. FTG.SCALE: 1" = 1'-0"S-61FILE:DATE:TIME:
APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY
THIS SHEET
S:\CADD\20-830 Causley\20-830 Causley.dwg
SEAL5/17/2021 2:04:04 PM
20-83004/08/20206SCALE:
DATEISSUEREV.Causley Residence
TREE TOP TRAIL, FORT PIERCE, FLORIDA 34951 05.10.2021PERMIT
May 10, 2021
To the best of my
knowledge, this structure
has been designed in
accordance with section
1609 of the 2020 Florida
Building Code (7th Edition).
No other certifications are
expressed or implied.
PHONE:772.226.7282 C.A. #: 30698
WEBSITE: www.MillsShortAssociates.com
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 329606S-6DETACHED MECH. RM. - STRUCTURAL PLAN & SECTION
JWSJWSTLA SEE SHEET 1 STORY EXTERIOR MONO. FTG.SCALE: 1" = 1'-0"S-61PLUMBING RISER DIAGRAMN.T.S.THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY JASON W. SHORT,P.E., M.ASCE P.E. #69018 ON 05/17/2021 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED &SEALED, AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ONANY ELECTRONIC COPIES.