HomeMy WebLinkAbout48 Aqua Ra Dr Latham Engineer Signed and Sealed Deck Plans 12-11-20NOTES:ALL LUMBER TO BE #2 PRESSURE TREATED S.Y.P.MATERIAL SUBSTITUTION ALLOWED IF PROVED TO BEEQUAL OR GREATER IN STRENGTH TO THAT SPECIFIEDDESIGN LOADS: 40 PSF LL, 10 PSF DLSTAINLESS STEEL (SS) FASTENERS REQUIRED FOR SSCONNECTORSALL FASTENERS SHALL BE HOT-DIPPED ZINC-COATEDGALVANIZED STEEL OR STAINLESS STEEL (STAINLESS W/I1 MI. OF OCEAN)SOIL LOAD BEARING STRENGTH ASSUMED AT 1500 PSFRAILING SHALL BE REQUIRED AROUND PERIMETER OFDECK EXCEPT FOR PORTION ABUTTING HOUSE(COMPLETE DECKS LOWER THAN 30" FROM FINISHEDGRADE ARE EXEMPT FROM THIS REQUIREMENT)DECKING SHALL HAVE 18" GAP BETWEEN DECK BOARDSSHEET INDEXAPPLICABLE BUILDING CODES1 OF 3 SHEETSDESIGN BY:DATE:DRAWN BY:CHECKED:REVISIONS:THIS DOCUMENT, SHEETNO. HAS BEEN PREPAREDSPECIFICALLY FOR THISPROJECT. THIS DOCUMENTIS NOT SUITABLE FOR USEON OTHER PROJECTS OR INOTHER LOCATIONSWITHOUT THE APPROVALAND PARTICIPATION OFCARDINAL ENGINEERINGASSOCIATES.UNAUTHORIZEDREPRODUCTION AND/ORREUSE IS PROHIBITED.2018 CARDINALENGINEERINGASSOCIATES, INC.JLJLJL12/10/20JOSEPH L. LAMMERS ,PEPE # 78477SHEET TITLE:RFLNo. 78477STATE OFRAIDOENSELI
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EMMALRSIVPROJECT SCOPE575 NW Mercantile PL,#106PORT ST. LUCIEFL 34986T.561.746.6343info@ceaengineers.comCA LIC. 31555LOCATION MAPNLOCATION MAPN.\18-02-14-00 Brkrs Ponce Mezz HVAC Replcmnt\811_CBYD_Hor_FullColor.jpg.jpgWILLIAM LATHEM48 AQUA RA DRJENSEN BEACH, FLBACKYARD DECK
PLANTERS2'-0"8'-0"7'-0"36'-0"15'-0"1'-6"5DECKING PLAN655551'-4"
2" MIN. - 6" MAX.3147'-0"<30"BASE FRAMING PROFILE258'-0"6'-4"7'-6"6'-0"7'-6"1111111111333344444222BASE FRAMING PLAN64" x 4" PT POST CENTERED ON 16" WIDE BY 12" DEEPSQUARE FOOTER W/ HETA20 CONNECTOR HAVING MIN. 6"EMBEDDMENT IN CONCRETE134252x8 PT LEDGER ATTACHED TO CONCRETE PAD USING 12 DIA.ANCHOR BOLS W/ MIN. 3 1/4" EMBEDDMENT (SEE DETAILTABLE)(2) - 2X8 PT BEAM2X8 JOIST2X6 DECKING W/ 18" GAP BETWEEN EACH DECK BOARD6STAIRS (SEE DETAIL)2 OF3 SHEETSDESIGN BY:DATE:DRAWN BY:CHECKED:REVISIONS:THIS DOCUMENT, SHEETNO. HAS BEEN PREPAREDSPECIFICALLY FOR THISPROJECT. THIS DOCUMENTIS NOT SUITABLE FOR USEON OTHER PROJECTS OR INOTHER LOCATIONSWITHOUT THE APPROVALAND PARTICIPATION OFCARDINAL ENGINEERINGASSOCIATES.UNAUTHORIZEDREPRODUCTION AND/ORREUSE IS PROHIBITED.2018 CARDINALENGINEERINGASSOCIATES, INC.JLJLJL12/10/20JOSEPH L. LAMMERS ,PEPE # 78477SHEET TITLE:RFLNo. 78477STATE OFRAIDOENSELI
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EMMALRSIV575 NW Mercantile PL,#106PORT ST. LUCIEFL 34986T.561.746.6343info@ceaengineers.comCA LIC. 31555WILLIAM LATHEM48 AQUA RA DRJENSEN BEACH, FLBACKYARD DECK
12" (min.)VARIESPT 2"X4" ATTACHED TO 2"X8" GIRDER
AND 4"X4" POST W/ 1
2" LAG SCREW W/
WASHER (TYP.)
2"x8" PT #2 JOIST CONNECTED TO
4"X4" POST (TYP. SEE DETAIL)
4"X4" POST (TYP.)
DO NOT NOTCH
(2) 1
2" DIAMETER THROUGH BOLTS
W/ WASHERSOPENINGS SHALL BE
SPACED SO THAT 4"
SPHERE CANNOT PASS
THROUGH
6' MAX. SPACING
2"X2" (TYP.) ATTACHED TOP AND
BOTTOM WITH (2) 8d THREADED
NAILS OR (1)#8 WOOD SCREWS
2"X8" RIM JOIST (MIN.)
2"X6" OR 5
4 BOARD RAIL CAP; ATTACH TO GUARD
POST W/ (3) #12 BY 3" SCREWS OR (3) 16d
THREADED NAILS W/ 0.148" NOMINAL DIAMETER
4" x 4" PT POST CENTERED
ON12"X12"X6" CONCRETE FOOTER
(MIN. 12" BELOW GRADE) CONNECTED
USING SIMPSON STRONG-TIE
ABU46SS OR APPROVED EQUIVALENT
(TYP.)36" MIN.2"X4" TOP AND BOTTOM ATTACH TO GUARD
POST W/ (2) 8d THREADED NAILS OR (2) #8
WOOD SCREWS >=2-1/2" LONG ON INSIDE FACE
RAILING DETAIL
2"X12" TREADS
4"X4" POST
JOIST STRING ATTACHMENT DETAIL
OPEN RISER ALLOWED BUT
CAN NOT ALLOW THE
PASSAGE OF A 4" DIAMETER
OPEN RISER ALLOWED
BUT CAN NOT ALLOW
THE PASSAGE OF A 4"
DIAMETER
SLOPED JOIST HANGER FASTENERS TO
BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS
RIM JOIST OR
OUTSIDE JOIST
POST TO BEAM
ATTACHMENT
SOLID SAWN OR
MULTI-PLY BEAM
NOTE: SUPPORT OF BEAM WITH
FASTENERS ONLY IS PROHIBITED
NOTE:
1.POSTS MUST BE CENTERED
ON FOOTING
2.FOOTINGS MUST BEAR ON
UNDISTURBED SOIL
PREMANUFACTURED
POST BASE WITH ANCHOR
(OR APPROVED EQUAL)
STAIR RISER REQUIREMENTS
PROHIBITED POST TO
BEAM ATTACHMENT
POST FOOTING REQUIREMENTS
STAIR FOOTING DETAIL
(2) 1
2" DIAMETER
THROUGH-BOLTS WITH
WASHERS REQUIRED
ONLY IF GUIDE IS
NECESSARY; USE (2) #8
WOOD SCREWS ATLEAST
3-1/2" OR (2) 16D
THREADED NAILS
CUT POST AT BOTTOM
TREAD ELEVATION
WHEN NO STAIR
GUARD IS REQUIRED
6" (MIN.)12" MIN.R507.8 DECK POSTS. For single-level wood-framed decks with beams sized in
accordance with Table R507.6, deck post size shall be in accordance with Table
R507.8
TABLE R507.8
DECK POST HEIGHT
DECK POST SIZE
4X4
4X6
6X6
MAXIMUM HEIGHT
8'
8'
14'
DETACHED DECK BRACING
2.5" MIN.
SOLID SAWN OR
MULTI-PLY BEAM
DECK POST
5-1/2" MIN.
(2)1
2" DIA. CARRIAGE
BOLTS WITH
WASHERS
STAIR DETAIL
NOTE: STAIR RAILING NOT
REQUIRED FOR DECK HEIGHT OF
30" OR LESS
ALTERNATE POST TO
BEAM ATTACHMENT
BOLT SPACING REQUIREMENT FOR
2X8 LEDGERS TO 2X8 BAND JOISTS
6' OR LESS
32"
27"
6'-1" TO 8'-0"
24"
20"
8'-1" TO 10'-0"
19"
16"
10'-1" TO 12'
16"
13"
JOIST HANGER
FASTENERS TO BE
INSTALLED PER
MANUFACTURER'S
RECOMMENDATION
TOP OF JOIST AND BEAM
MUST BE ALIGNED
STAGGER FASTENERS IN
TWO ROWS
LEDGER BOARD FASTENER SPACINGMIN. 2"5" MAX.LAG SCREW, THROUGH
BOLT, OR CONCRETE
ANCHOR (MIN. 1//2" DIA.)
(2)1
2" DIA. EXPANSION ANCHOR
ATTACHMENT OF LEDGER BOARD TO FOUNDATION WALL
SEE TABLE FOR SPACING
STAIR RISER CONNECTION REQUIREMENTS
3 OF 3 SHEETS
DESIGN BY:DATE:
DRAWN BY:CHECKED:
REVISIONS:
THIS DOCUMENT, SHEET
NO. HAS BEEN PREPARED
SPECIFICALLY FOR THIS
PROJECT. THIS DOCUMENT
IS NOT SUITABLE FOR USE
ON OTHER PROJECTS OR IN
OTHER LOCATIONS
WITHOUT THE APPROVAL
AND PARTICIPATION OF
CARDINAL ENGINEERING
ASSOCIATES.
UNAUTHORIZED
REPRODUCTION AND/OR
REUSE IS PROHIBITED.
2018 CARDINAL
ENGINEERING
ASSOCIATES, INC.
JLJL
JL 12/10/20
WILLIAM LATHEM
48 AQUA RA DR
JENSEN BEACH, FL
JOSEPH L. LAMMERS ,PE
PE # 78477
SHEET TITLE:
RFL
No. 78477
STATE OF
R AIDO
ENSELIC
A L E N G INEERPROF
ESSION
HPESOJ E
MMAL
R
SI
VBACKYARD DECK
575 NW Mercantile PL,
#106
PORT ST. LUCIE
FL 34986
T.561.746.6343
info@ceaengineers.com
CA LIC. 31555