HomeMy WebLinkAbout21-3240 Phalia Keo - Deck-S-1 (1)[104678]STRUCTURAL DECK FRAMING PLANSCALE: 1/4" = 1'-0"NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELDEXISTING RESIDENCE TO REMAINEXISTING 8 X 8 COLUMNS ANDFOUNDATIONS TO REMAIN, TYP.EXISTING 8 X 8 COLUMNS ANDFOUNDATIONS TO REMAIN, TYP.EXISTING 6 X 6 COLUMNS &FOUNDATIONS TO REMAIN, TYP.(5) 2 X 12 PT SYP STRINGERS @16" O.C. MAXSIMPSON LUS210, TYP.2 X 12 PT JOISTS @ 16" O.C. W/SIMPSON LUS26 HANGER @LEDGER SIDE ONLY2 X 12 PT SYP LEDGER ATTACHED TOWALL W/ 5/8" X 3" EMBED S.S. OR GALV.LAG BOLTS @ EA. END & 16"STAGGERED CENTERS THROUGHOUTSIMPSON HUC28-2 HANGER@ DOUBLE JOIST2S-21S-22 X 12 PT SYP JOISTS @ 16" O.C.2 X 10 LADDER BLOCKING @CENTER LINE W/ (2) 16d NAILS@ EA. END (STAGGERED)5/4 X 6 PT DECKINGJOISTS ATTACHED TO BEAMW/ SIMPSON HTS16 W/ (16) 10dX 1-1/2" NAILS (8 EA. SIDE) - (1)@ EA. END & 4' O.C.JOISTS ATTACHED TO BEAMW/ SIMPSON HTS16 W/ (16) 10dX 1-1/2" NAILS (8 EA. SIDE) - (1)@ EA. END & 4' O.C.BEAM TO BEAM CONNECTION W/5/8" X 3" EMBED S.S. OR GALV. LAGBOLTS & SIMPSON HTS16 (EA. SIDE)W/ (16) 10d X 1-1/2" NAILS (8 EA.SIDE) - (1) @ EA. END & 4' O.C.2 1/4"MIN. OFFGUARD ORWALLGREATER
THAN 30"HANDRAILS, GUARDS & PICKETS MUSTRESIST 200 LBS OF LATERAL FORCERAILINGS DETAILSCALE: 1/2" = 1'-0"4" SPHERE UNABLETO PASS THROUGH2X2 PICKETS@ < 4" O.C.(2)#9 X 3" DECKSCREWS @ EACH42" MIN. GUARD4" SPHERE UNABLE TOPASS THROUGH6" SPHERE UNABLETO PASS THROUGH36" FLAT ANDLEVEL SURFACEHAND RAIL DETAILSCALE: N.T.S.1 1/4" - 2" ØALUM. RAILWOOD GUARD @ 42"2" X 8"38" (34" - 38")
42" MIN.
PLATELINESIMPSON H2.5A @ EACHSTRINGER2 X 4 PT SYP ATTACHEDTO CONCRETE W/ 14" X 3"TAPCONS @ 16" O.C.EXISTING 6 X 6 COLUMNS (V.I.F.)11" MIN.TREAD7" MAX.
RISER
EXISTING CONCRETESLAB AND FOUNDATION,(V.I.F.)2 X 12 PT JOISTS @ 16" O.C. W/SIMPSON LUS26 HANGER EACHEND W/ (4) 10d NAILS @ THECARRY BEAM & (4) 10d NAILS @THE JOIST5/4 X 6 PT DECKING ATTACHEDW/ (2) #8 X 1 1/2" S.S. OR GALV.EMBED SCREWS PERINTERSECTION(3) 2 X 12 PT SYP STRINGERS ATTACHEDTO (2) 2 X 12 BEAM W/ SIMPSON LUS210 W/(30) 16d NAILS @ BEAM & (10) 16d NAILS @STRINGER(2) 2 X 12 PT #2 SYP CARRY BEAMATTACHED TO POST W/ (2) 5/8"S.S. OR GALV. THRU-BOLTS @EA. W/ 2" X 1/4" WASHERSOUTSIDE RETURN FRAMING W/#12 X 3" HDG DECK SCREWS4 X 4 PT SYP OR TREX RAILPOST @ 36" O.C. ATTACHED W/(2) 3/8" S.S. OR HDG LAG BOLTS3'-6" MIN. GUARD RAIL
2 X 6 PT TOP CAP ATTACHEDW/ (2) #10 X 2" EMBED. H.D.G.SCREWS @ EA.2 X 2 PT PICKET ATTACHED W/(2) #8 X 1-1/2" EMBED. H.D.G.SCREWS @ EA. INT.SECTION THRU EXTERIOR STAIRSCALE: 3/4" = 1'-0"S-21EXISTING FLOORTRUSSES, V.I.F.(2) 2 X 12 PT SYP LEDGERATTACHED TO WALL W/5/8" X 3" EMBED S.S. ORGALV. LAG BOLTS @ EA.END & 16" STAGGEREDCENTERS THROUGHOUTEXISTING 8 X 8 COLUMNS(V.I.F.)EXISTING WOOD STUDWALLS, V.I.F.SECTION THRU EXTERIOR DECKSCALE: 3/4" = 1'-0"S-22SIMPSON ABU44 ATTACHED TOEXISTING SLAB W/ (1) 5/8" X 7" EMBED.GALV. OR S.S. WEDGE ANCHOR @ EA.& (12) 16d NAILS @ THE POSTNEW 4 X 4 #2 PT SYP POSTATTACHED TO POST TO STRINGER W/(2) 5/8" S.S. OR GALV. THRU-BOLTS @EA. W/ 2" X 1/4" WASHERS(3) 2 X 12 #2 PT SYP BEAM W/ 1/2" CDX FLITCHPLATE W/ (3) ROWS OF 12d NAILS @ 16" O.C.EXISTING 8 X 8 COLUMNS (V.I.F.)CUT TOP OF EXISTING 8 X 8COLUMNS FLUSHEXISTING CONCRETESLAB AND FOUNDATION,(V.I.F.)BEAM ASSY. ATTACHED TO COLUMN W/SIMPSON ECC68PC & CCT66 W/ (2) 5/8"S.S. THRU BOLTS @ THE BEAM & (2) 5/8"S.S. THRU BOLTS @ THE COLUMN3'-6" MIN. GUARD RAIL
2 X 6 PT TOP CAP ATTACHEDW/ (2) #10 X 2" EMBED. H.D.G.SCREWS @ EA.2 X 2 PT PICKET ATTACHED W/(2) #8 X 1-1/2" EMBED. H.D.G.SCREWS @ EA. INT.JOIST ATTACHED W/ SIMPSONHUS26 @ EA. END W/ (14) 16d NAILS@ THE BEAM & (6) 16d NAILS @THE JOIST (NOTE: USE HUC28-2 @DBL JOISTS)(2) 2 X 12 PT SYP ATTACHEDTO JOIST FRAMING W/ (3) #12X 5" HDG DECK SCREWS4 X 4 PT SYP OR TREX RAILPOST @ 36" O.C. ATTACHED W/(2) 3/8" S.S. OR HDG LAG BOLTS5/4 X 6 PT DECKINGATTACHED W/ (2) #8 X 1 1/2"S.S. OR GALV. EMBEDSCREWS PER INTERSECTIONKeo Residence - Deck
5207 PALM DRIVE, FORT PIERCE, FLORIDA 34982
1FILE:DATE:TIME:
APPROVED BYCHECKED BYSHEET OFDATESHEET NO.PROJ. NO.DRAWN BY
THIS SHEET
S:\CADD\21-3240 Phalia Keo - Deck\21-3240 Phalia Keo - Deck.dwg
SEAL11/18/2021 5:08:04 PM
SCALE:
DATEISSUEREV.21-324011/08/2021November 08, 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.
11-08-2021PERMIT
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, STRUCTURAL PLAN & DETAILS
JWSJWSTLA SEE SHEET GENERAL NOTES:1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION2.THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDABUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCTASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THISBODY OF WORK.3.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:PARTIALLY ENCLOSED4.MEAN ROOF HEIGHT:<=20'5.ROOF PITCH:0.5/12 DEGREES (MIN.)6.GCpi:± 0.557.WIDTH OF END ZONE:A = 4.0'8.WIND SPEED:160 MPH (Vult) 3-SECOND GUST124 MPH (Vasd) 3-SECOND GUST9.WIND EXPOSURE:C10.ADJUSTMENT FACTOR:1.2911.SUPERIMPOSED LOADS:FLOOR (DEAD)20 PSFFLOOR (LIVE)60 PSFWALL18 PSF12.SHEAR WALLS WERE CONSIDERED13.A CONTINUOUS LOAD PATH WAS PROVIDED14.COMPONENT & CLADDING DETAILED15.MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVETIMBER NOTES:1.THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:1.1.INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS:1.1.1.SOUTHERN YELLOW PINE #2 OR BETTER1.2.BOTTOM PLATES AGAINST CONCRETE:1.2.1.PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER2.ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVEAN APPROVED SEPARATING MATERIAL.3.ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILSSHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.