2905 LEONARD DR 2021 Plans 2022-11-07

JOISTS - DF *2 / MFG I -JOISTS STUDS - HF STUD RAFTERS - HF #2 CONCRETE - 2500 psl SEISMIC ZONE - D WIND SPEED - 85 EXPOSURE - B FROST DEPTH - 24" SOIL BEARING - 1500 psf * USE ENGINEER'S DESIGN SPECS AND CONNECTIONS WHEN DIFFERENT SHEATHING WALL I \ / SIDING DECK RIM STUD YFLASHING JOIST DECK FLO�JOR T JOT FOIST DECK JOIST LAR507 R507 DTT2 WITH THRU DTT2 WITH THRU ROD AT EACH END ROD AT EACH END OF DECK LEDGER OF DECK LEDGER R507 LUS HANGERS SHALL DTT2 FROM FLOOR NOT OVERLAP BOLTS JOIST TO DECK JOIST AT EACH END OF LEDGER o 0 0 01 1c, 0 0 011 SEE DETAIL D3 A R507,2.1 LEDGER BOLTED TO RIM WITH 1/2" LAG BOLTS STAGGERED 18" O.C. AND MIN 2" FROM TOP, MIN 3/4' FROM BOTTOM, 5" MAX SPACING VERTICALLY AND MIN 2" FROM END R3123 4" SPHERE MAY NOT DTT2 PASS THOUGH RAIL MAX — I 2x4 TOP PARALLEL RAIL W/ LAYOUT 16d TO z EACH I MAX PICKET 4x4 POSTS LAYOUT TO BE MAX 61-01, O.C. F 2X2 PICKETS WITH (2) A 1/4"xY LAG BOLTS DECK DETAILS PER R502.2.2 SEE DETAIL D2 FOR RAIL AND LEDGER CONNECTION DETAILS 72' PT N A-1 ACKSP FLASHING MAX72" PT '2x8 JOISTS SEE DETAIL BACKSPAN AT 16" C.C. D3 ABOVE LUS HANGER EACH MAX 24" CANT JOIST TO LEDGER F OR JOISTS L R-311.7.8 CONTINUOUS 1-1/4" - 2" DIAMETER HANDRAIL REQUIRED ON AT LEAST ONE SIDE AND TO BE Z"'_ DOUBLE JOIST BETWEEN 34"AND 38' LSC CONNECTOR AT TOP OF VERTICALLY ABOVE OREOUAL STAIRS TREADS 1-1 LT4 R3017 MIN 1/2" GWB UNDER STAIRS 2x12 STRINGER WITH 2x4 SPACER R311.7.5 -RISER SHALL BE NO MORE THAN 7.75" -TREAD SHALL BE NO MORE THAN 10" -GREATEST RISER OR TREAD SHALL NOT EXCEED THE, SMALLEST BY MORE THAN 3/8" L 16d AT 16" O.C. SOLE PLATE TO JOISTS OR BLOCKING * -END NAIL (2) 16cl SOLE PLATE TO EACH STUD SOFFIT ATTIC VENTING PER R806 5/16' - 1/2,, ROOF OSB NAILED 8d AT 3" O.C. EDGE AND 6" O.C. FIELD' HURRICANE CLIP AT EACH RAFTER —1 RAFTERS AND TRUSSSES PER PLAN OR TRUSS MFG VAULTED (RAFTER) CEILING TO HAVE R-38 BATTS CEILING TO HAVE R-49 BLOWN IN INSULATION TOENAIL (3) 16d BOX OR. 10d COMMON EACH TRUSS OR RAFTER TO PLATE HEADER PER PLAN 5116" - 1/2" WALL OSB INSULATED WALLS TO BE NAILED 8d AT 3" O.C. EDGE �U 2x6 HF #2 AT 16" O.0 AND 6" O.C. FIELID WITH R-21 BATTS ALL CONNECTIONS PER TABLE R602.3(1)1 2-1 1 IA TRUSS OR RAFTER PLYWOOD FLOOR DIAPHRAGM GLUED AND NAILED WITH 1-1/2" I I -16d AT 16" O.C. SOLE RING OR SCREW SHANK MIN PLATE TO JOISTS OR 12.5 ga (0,099") S14.,ANK DIA. BLOCKING * -END NAIL (2) 16d SOLE PLATE TO EACH STUD' RIM JOIST TOE NAILED TO TOP PLATE WITH FLOOR JOISTS PER PLAN 8d AT 6" O.C. SHEAR WALL / R-30 BATTS— H I DOUBLE TOP PLATE WITH (2) 16cl TO EACH STUD - I I OR MUD SILL WITH (3) 8d TOENAILED EACH JOIST ALL CONNEC TIONS _NNECTIONS PER R TABLE _23(l) ::: PLYWOOD FLOOR DIAPHRAGM GLUED AND NAILED WITH 1-1/2" RING OR SCREW SHANK MIN 12.5 ga (0.099") SHANKDIA. JOISTS PER PLAN SHEATHING LAPS DOUBLE TOP PLATE RIM JOIST WITH (2) 16d TO EACH STUD (10d AT LAPS & INTERSECTIONS)' IALL CONNECTIONS PER TABLE R602.3(1) TYPICAL STAIRS LA TYPICALANT CILEVER WALLS TO FLOOR INSULATED WALLS TO BE WALL' WALL R317 TREATED SILL PLATE PLYWOOD FLOOR DIAPHRAGM 2,%6 HE #2 AT 16" O.0 R403.1.3,1 R317 TREATED SILL PLATE R4011.3 & R403.1.3.1 R403.1.6.1 GLUED AND NAILED WITH 1-1/2" TABLE 6023.1 WITH R-21 BATTS MEN (1) No. 4 BAR NOT TABLE R403,1.6.1 MIN (1) No. 4 BAR NOT 1/2" CAST -ITV -PLACE RING OR SCREW SHANK MIN TOENAIL (3) 8d EACH MORE THAN 48" O.C. 1/2" CAST -IN -PLACE MORE THAN 48" O.C. ANCHOR BOLT 7" 12.5 ga (0.099") SHANK DIA, JOIST TO SILL' THE VERICAL BAR ANCHOR BOLT 7" INTO THE VERICAL BAR INTO CONCRETE -16d AT 16" O.C. SOLE [PLYWOOD FLOOR SHALL EXTEND 3" CONCRETE MAX 72" O.C. SHALL EXTEND 3" MAX 72' O.C. (I STORY) n FLOOR. JOISTS PLATE TO JOISTS OR DIAPHRAGM GLUED AND CLEAR OF THE BOTTOM CLEAR OF THE BOTTOM OR 48" O.C. (2 STORY)' PER PLAN WITH BLOCKING * NAILED WITH 1-1/2" RING OF FOOTING, WITH R506J OF FOOTING, WITH R-30 BATTS -END NAIL (2) 16d OR SCREW SHANK MIN STANDARD HOOK 4" CONCRETE SLAB STANDARD HOOK WALL SOLEPLATE. 12.5 ga (0.099") SHANK DIA. MENDING MIN 14" R5061 EXTENDING MIN 14" 1R4041A.2* 2x4 GUSSET EACH SIDE OF TO EACH STUD' INTO STEM WALL. MIN 4" BASE -96" MAX WALL HT WITH INTO STEM WALL. COUR UNBALANCED BACK ILL NOT SE AND POST NAILED WITH (3) 10d R404 12 (WALL) TO EXCEED .48" TO EACH MEMBER �OR. IN 6mm VAPOR•R317 TREATED SILL PLATE _M#4 RETARDER _(1)#4 HORIZONTAL IN UPPER 12' R317 UPPER 12" 7 BETWEEN R405 AND NEAR MID HEIGHT OF WALL FLOOR JOISTS PER t PT 4x4, POSTS OR 4x6 TYPIAL SLAB 1, � -, �..' BASE AND DRAINAGE -6" UNDER 54", OTHERWISE 7.5" PLAN WITH R-30 BATTS AT SPLIT IN BEAMS AND BASE R405 V SLAB SYSTEM APORBARRIER DRAINAGE WSEC R402.1.1 Ivi WSEC 502,1.6.7 TYPIAL FOUNDATION RIGID RIO INSULATION PROTECTBOTTOM MIN 18"xlg" OR 18� WALL AND FOOTING FIX FOOTING ROUND FOOTING. OF POSTSWITH 6 MIL VAPOR BARRIER FOOTING TEND DOWN MIN 24" R40111 OR 10 FROST LINE 901b FELT THROUGHOUTCRAWL R403.1.1 Y) &15 (2 STORY) 6x23 (3 STORY) CONC. FTG, BOTTOM OF 4�: MIN 6xl2 (I STOR SPACE WITHTAPED MIN 6xI2 (I STORY) 67r15 (2 STORY) 6x23 (3 STORY) CONC. FTG. 1700TING TO BE MIN R1103.1.4 R403J.3 OVERLAP AT DINTS R403.1.3 12" BELOW GRADE. bTG MEN 12" BELOW UNDISTUUED SOIL (1) WITH No 4. CONTINUOUS MIN 3" CLEAR FROM BOTTOM OF FTG (I)WITH No 4. CONTINUOUS MIN 3' CLEAR FROM BOTTOM OF FTG OR FROST LINE (WHICHEVER IS DEEPER) R403.1.4 1R403,L4 FTG MIN 12' BELOW UNDISTURBED SOIL OR FROST LINE A N 12 �NDNTURBED SOIL OR FROST LINE c'IEVER IS DEEPEIR) LOW IS DEE R I'l"BE '�'c R LZD FLOOR AND WALL AT GARAGE 2�0-2 FOUNDATION WITli SLAB FLOOR ZFOUNDATION WITH CRAWL SPAfj TYPICAL 10x8 DECK ZA INTERIOR BEARING IN CRAWL SPACE TABLE R602.3.1 (3) 8d FROM SOLID BLOCKING TO BEAM AC CAP PT 4xI0 WITH 4xI0 D-F #_9 BEAM U.N.O.' (OR EQUAL) MAX 12" CANT PT 4x4 POST OR OVER POSTS POST TO PAD CONNECTION: 6x6 IF OVER 14FT A23 WITH 1.5 "xY LAG BOLTS ABANCHOR AND RAMSET NAILS TO PAD (OR EQUAL)