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Plan Revisions 1242 Beach 2012 1 2x4 OUTRIGGER O 24" O.C. i 2x4 BLOCKING O SHEETING EDGES WITHIN 4' OF GABLE TRUSS EX"; 1 2"0 A.B. W/2-SQ. x 1/8" 7/16" ROOF SHEATHING �/ OD_ WASHER AT 32" O.C. n l k/FS /'fR D3 ev, �:... POM, Y .:a., 1/2"0 A.B. W/2"SQ• X 1/8" M�\ W W / WASHER AT 32" O.C. M 4" CONC. SLAB W/ o 6x6 10/10 W.W.F.cm �lmz__ _ ___ OR FIBERMESH CONC. 4" CONC SLAB W/ 00 SIMPSON H2.5 CLIP PRE—FABRICATED R010F TRUSSES 71 —____ ____ ———————— 8x6 10/10 W.W.F. tea; /111 O 24" O.C. 6' (MIN.) OPENING • OR FlBERMESH CONC. d — 18' (MAX.) OPENING FIN. FLR. V .. GABLE EN TRUSS . _.;'., ,,j <_,., 'R. WA;: ; 2x4 SYP X—BRACE b 8'-0" O.C. :.�, ;..A' £:;.... -... ao • 0O FIN. GRADE u o SIMPSON LSTA12 8 MIL VAPOR BARRIER �j • • �c STRAP T E O 240 • J L 6 MIL VAPOR BARRIER 1 ri'EA w - w w •fi 8 8 "/ DBL 2x4 TC P PLATE n 1—#5 CONT. (BRICK L.tDGE) 2x4x8 SYP LATERAL. BRACE O 48" � o 2x4 sruDs o 16 O.C. - 2-#5 CONT. (1 sroRl�j 2-#s CONT. (1 STORY) ( ) THROUGH BRACE INTO EACH Ow 2._Ow o N TRUSS 2low SS BOTTOM CHORD y 3—#5 CONT. (2 STOR1� 3—#5 CONT. (2 STORY) o pp- so GABLE END BRACING DETAIL Z 1 1 MONOLITHIC FOOTING 2 THICKENED SLAB r. ., ... , , r: Y •' •t N0 s L� TRUSS ANCHORING 8' (MIN.) OPENING — 18' (MAX.) OPENING i 1O TRUSS ANCHOR SCHEDULE / JOIST_ , lQAQANCH I 0-350 (1) SIMPSON H2.5A c 350-700 (2) SIMPSON H2.5A OR (1) SIMPSON H10 (8/8-8d) 700-1200 (1) SIMPSON H15 (4/4/12-10d) —� Q 1200-1500 (1) SIMPSON H16 (2/10-1Od) & ""<B x OR EQUIVALENT SIMPSON MTS TWIST STRAPS 22" (IAN.) :..v. A.. ,:..,,..,.. O I � Q m 1 1 ! Q V ,,,/ __...................................:...............................__._................ ......... _............... . _...:....:.... _ FIBERGLASS SHINGLES ON 30# FELT FIBS SHINGLES ON 30# FELT Q OVER 7/16" OSB ROOF DECK. NAIL OVER 7/16" OSB ROOF DECK. NAIL U W/ 8d RING—SHANK NAILS O Go 0 .C. W 8d RING—SHANK NAILS O 6" O.C. W Q EDGES & FIELD. ES & FIELD. > F— O ENG. WD. TRUSSES ENG. WD. TRUSSES Q U SEE TRUSS DRAWINGS do SEE TRUSS DRAWNGS do ATTACHED SCHEDULE ATTACHED SCHEDULE J A� Y � T/PLATE T/BEAM 7 W SIMPSON SP2 O 32" O.C. SIMPSON LSTA18 DBL :%c4 SYP. TOP PLATE GUTTER 1/2- PLYWOOD CGUTTER OR EQUAL STRAPSry E]LJNG TOP P.T. 2x6 FASCIA 2 2x12 BEAM P.T. 2x6 FASCIA PLATE. FASTEIN W"2DOUBLE 2x4 lNo.2 PROWS 18" " O w w ` Q 1Od 16» OZ.. STI . TYP. 1e� PLYWD. SOFFIT W/ SIMPSON AC4/L:CE4 POST CAP 3� SCREENED OFFIT W/NT. � HEADER NIN24 TOP w��2 1D N 3 SCREENED VENT CONT. �►'t O •� 4x4 P.T. COLUMN 2x4 SYP STIP O 16" O.C. Q EXPOSED COLUMNS do BEAMS = 5/18w HARDIE BOARD SIDING OVER TO BE WRAPED (NOT SHOWN) Q TYVEK HOUSE WRAP (OR EQUAL) WINDOW NAIL W/ 6d NAILS 6" EDGES, 12" FIELD W m OPENING 0TOP PLATE 5/8" AI 1.—TpIMADxTHB SQ.WASHER O O-0" O.0. ALL N OPENINGS & CORNERS i N 2x4 No.2 SYP P.T. PLATE W/ 6"x4" CONC: CURB W/ 1/2"0x10" A.B. O 32" O.C. SIMPSON ABU44 POST BASE 1—#5 CONT. W/2" SQ. x 1/8" WASHERS ©� / VIS NS REVI 8- 18-11 CRIPPLE w CONC. S W/ WEl1TH 4" CONC. SLAB W/ R 9 14-11 KING STUD JACK STUD �SWAPSON SP1 O 32" O.C. 6x6 10/10 $V.WF4" 6x6 10/10 W.W.F. � � REV. 1 1 –19-11 OR EQUAL • z ` T/CONC. 00 g T/CONC. FILE NHEADFR REQUIREMENTS 2x4 WALL I ' FIN. GRADE FIN. GRADE HEADER SIZE dr NUMBER OF JACKS & STUDS 6" co r. REQUIRED AT OPENINGS � •I 6 MIL VAPOF BARRIER •1 6 MIL VAPOR BARRIER OPENING WIDTH HEADER SIZE # OF JACKS EA. END � OF STUDS EA. END • • • REVlFOR(�OIIVE COMP PERIMETER WALL FTG. TT*NWC BEACH 1'-0" TO 4'-0" 2 – 2x8 1 2 PERIMETER VM�►LL �• CITI'OF A 4'-1" TO 9'-0" 2 — 2x10 2 3 W/2—#5 CCWT 1'-Ow W/2—#5 CONT. 1�_O" SEUIRE PERMITS M4RADDITIONAL ---� QUIREME CONDITIONS. 9'-1" TO 16'-0" 2 — 202 3 3 RE DATE; /2-_ Z TE 16-11 HEADER REQUIREMENTS WALL SECTION GARAGE WALL SECTION (PORCH) A BY SCH LE: 3/4"=1'-0" SCALE: 3/4"=1'-0" MEC D B 1 NOTE: k � SlHEE '' N0. OF WHEN TIE ROD SYSTEM IS USED SP1 OR SP2 PLATE 'MES NOT REQUIRED. {