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12 <br />I <br />INSULATION — <br />BAFFLE <br />INSULATION PER — <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />.(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />—SHINGLE ROOF <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />J <br />~ PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />w <br />o w <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />_j w LAYER 1/8"THICK. <br />u_ = INSULATION PER <br />1/2" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB <br />I CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUD F <br />2nd FLOOR W, <br />BEAM/GIRDER <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL— ---t <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: ' USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING <br />WEEP SCREED <br />PLAN <br />INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF <br />NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2" 4" BLOCKING <br />IN KO BLOCK <br />x <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <br />SEE TYP- 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' <br />2"x BOT. PLATE <br />(2) 1 Od @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUS: <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />TR <br />B.U.C. <br />(8) 10d NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS)0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6- <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />d,- •An. .A°, a _° <br />°. d zo <br />:• 4 •' ... ` —III <br />i. '. ' I —Ili <br />I (3 <br />I I i I I I I I I I II I) #5 CONT. ON 3" <br />T78:-�-JCLEARANCE <br />8" 1'-8" CHAIRW/3"MIN. <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0' S6 <br />ADDITIONAL SLAB INFORMATION. <br />fr <br />w <br />0 <br />4b <br />15132" OSB <br />EXPOSUREI <br />SHEATHINGtIR <br />x <br />ME <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PEf <br />SECTION X-X <br />w NOT FULL <br />HEIGHT SHEE <br />F- <br />z <br />FLOOR SYST <br />M <br />i f(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />4.10 <br />EXPOSUREI F <br />F <br />SHEATHING w <br />s <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING N <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />aW <br />C <br />x <br />Frw <br />x <br />E <br />r <br />2x STUDS w <br />BEYOND. <br />SEE PLAN 0 <br />O <br />W <br />11'1_2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAi I ri rA1AT1n•1 nIAnnAAA <br />ZL <br />" S. = NA <br />SPACIN, <br />3/4" <br />1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 20 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (2)12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />T�7 <br />sFF ��w <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />4FN�AR��R <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM K" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANK". <br />z <br />_ <br />QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL 1:© <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />a) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />-,0 <br />w/ 8d COMMON NAIL <br />w LL � O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />rr rO 00 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />t� F LL r <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />— N w O <br />LL <br />MEMBER IF GABLE END <br />y LL <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />. 1< <br />/ 1 <br />S4 <br />BOX HEADER <br />ONLY <br />SEE PLAN FOR REQUIRED—` <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />m <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />3 <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />1 (3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />(2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />AT THIRD POINTS <br />2X STUDS @ 16" O/C <br />5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS <br />x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS <br />SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />TENSION 2600#.) <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2500 PSI CONCRETE MIN. AT EA. STUD <br />SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE <br />WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. T <br />.. •. .d • .. A 4• <br />-I I I_I I I_I I I_I I •. • FINISH GRADE <br />III=III=III— I I d: , :: •� I � I —I' o z <br />�r <br />-1 I I —III —III •; III —III_ T <br />III —III I I a I I; I Virtual Review Assist, Inc. <br />i=III _ • — Plans Review completed and approve <br />III for compliance with the 1020 FBC 7th Edition <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" by Debra Anne Klahr PX2300 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SG <br />ADDITIONAL INFORMATION. �7C7 <br />j' <br />N <br />N <br />O <br />O F <br />c� <br />i <br />J �•� <br />• • aW Qai <br />t <br />o <br />co <br />� <br />z <br />• <br />r;� <br />it <br />¢ <br />•C�a;Y <br />LLI <br />"1 <br />NWN <br />0 <br />Z <br />i <br />E <br />L 0 <br />W 'i u <br />MN d <br />45 CV) <br />0 V -0 0M <br />r8 <br />p 0 <br />�• O g N ¢ <br />"tom V LU Q� <br />a) I` oEcc,", 5 <br />V a _0 <br />I-- <br />_j w <br />UJI Ik <br />�W W2zWW � <br />UI <br />WOM¢�WCOE600 <br />�0 <br />U1 0 <br />H <br />0 <br />C71cn0 OZOw00mZU0 <br />LU <br />w <br />(n O <br />Z <br />-��a�ZwozZU_ <br />�¢�¢Ow �_Wz� <br />UHF BYO <br />Oa <br />Q ¢ <br />LL_ <br />Ow <br />0W o o¢z <br />U_¢ O �¢U_ <br />>E <br />O <br />04 <br />Z <br />W <br />O� <br />5; (1) O <br />wCc f�00 <br />J <br />2 U) <br />lC) <br />_V) <br />Z V <br />W <br />W <br />W <br />0 <br />J CD <br />JCD <br />I <br />� <br />O <br />N <br />N <br />O <br />t- <br />o000 <br />N <br />r- <br />c_M <br />o <br />M <br />a <br />W <br />o <br />0) <br />o <br />o <br />i <br />i <br />i <br />, <br />' <br />z <br />O <br />Nw <br />� <br />CD <br />C� <br />a <br />co♦/� <br />ZZ <br />♦,/J <br />Qz <br />W <br />O <br />4-1 <br />W <br />Woo <br />---+ <br />O <br />WU <br />U rn <br />0 <br />O�a <br />Z <br />ax11 <br />W <br />W <br />co = LU <br />N <br />O <br />zzo= <br />■ <br />W <br /><I- <br />g2� <br />N <br />0 <br />z0fo <br />>_ <br />a <br />Z <br />U <br />a. z <br />�z <br />j0J <br />O <br />� <br />F. MMW <br />z <br />S6 <br />Z <br />Z <br />W <br />W <br />N <br />0 <br />LAST PLOT DATE <br />. . <br />Z <br />0 <br />STRUCTURAL <br />DETAILS - MONO <br />