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INSULATION <br />BAFFLE <br />INSULATION PEfZ- <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) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER <br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL <br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED <br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION <br />(2020)-RESIDENTIAL <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 w PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />cn <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />o <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) 1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />J <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U- = <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />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 5 1000 <br />g R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL- <br />S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />7S6 <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />it <br />I <br />V MOISTURE <br />BARRIER <br />°°I <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />c� <br />v 4"x4" INSPECTION PORT AT <br />0- EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />0- <br />a AT GARAGE CONTRACTOR <br />BASEBOARD <br />TO CUT BLOCK OR POUR <br />MIN, 2500 PSI CCNC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />c <br />E ° <br />iv . .. <br />.' .a ' ° ° . <br />FINISH GRADE 00 <br />M ' I —III _—III—III—I <br />' I I —III —III —III III <br />__ —_ <br />6x6 w1.4 'W1.4 1 I —I I I —I I IEE I —I I° <br />.'° . a°, °. <br />I I I —I I I —I I I —I I I- _ <br />r <br />—1 I I-1 I I-1 I I III <br />WWF OR FIBERMESH -� II —III —III —I I I <br />a <br />°' <br />I I I —I 11=1 11- _� <br />z <br />�- <br />-' I (' „lII11 I' III- \—STD. 90`HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/Y MIN. CLEARANCE 4" 14 <br />TYP 2-STORY WALL SECTION - <br />SCALE: 3/4"=1'-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />ST... <br />2nd FL00 <br />BEAM/GIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 112" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL — <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) 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 FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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 />"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 />SEE FRAMING WEEP SCREED <br />PLAN • • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <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" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <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) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-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 />TRU <br />B.U.C. <br />(8) 10d NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1 /2"=1'4' S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.15 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 1Od <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />E <br />° <br />a ° <br />_ _ <br />�I�—III <br />tl° ' <br />.° d. <br />° d` . °_I <br />III —ICI <br />1-1 <br />—III <br />_ e <br />IIIIII— <br />(3) #5 CONT. ON Y <br />8" 1 1'-8' 1 I CHAIR W/ 3" MIN. <br />g' <br />! I CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" <br />ADDITIONAL SLAB INFORMATION. <br />w <br />w <br />= <br />U) <br />0 <br />II� <br />15132" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />n SECTION X-X IF <br />Lu NOT FULL <br />HEIGHT SHEET <br />C <br />Z <br />Z <br />G <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />.1 BEYOND I <br />5/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />_ <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />G <br />SHEATHING O <br />U, <br />EDGES (SEE <br />OPENING <br />III SECTION X-X <br />a U <br />C <br />Ell <br />a <br />x <br />E <br />UJ <br />2x STUDS <br />BEYOND. <br />SEE PLAN o <br />O <br />0 <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM iAiAi I ri r%rArirNKi niAnnAnA <br />3!8" "S" = NAIL 3R5" <br />SPACING <br />S 3/4" S 1/2" <br />� / — � 11 <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl7/16" <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 />VERTICAL BLOCKING <br />SECTION X-X <br />S�cFA p0�r <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 />�FN�°R�OR <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />Lu <br />PENETRATE SURFACE MORE THAW/8". <br />Q <br />z <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />c7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL _ <br />O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U) <br />^ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />�J w/ 8d COMMON NAIL <br />J <br />Ow ? W- O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />> ¢ H O <br />¢ OOu> <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. <br />z <br />G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N u p O <br />MEMBER IF GABLE END <br />U- <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <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) 10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR � <br />FRAME WALL HEADER DETAIL / M <br />(2) ROWS OF 2x BLOCKING AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. ` <br />x 3116" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />d ° <br />° ° ° <br />co <br />° <br />d. <br />(3) # 5 REBAR ON 3" CHAIR 4" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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 />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />- PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO APR a <br />-2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />- APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 1Od NAILS Uirtljq) Reviell QS,4S$° <br />- AT EA. STUD P18116 ,CVR2V C9m. <br />a818 and aljpr4Ved <br />-2X P.T. PLATE <br />- WEEP SCREED INSTALLED PER. M�V�Fp)1at1C�,t�2s E;pan <br />-- by Oel��a � <br />00 <br />FINISH GRADE <br />-1 — I 0 z T <br />I i r <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />N <br />N <br />C'') <br />R ' <br />g P� r% s <br />C4 <br />M <br />00/` <br />8 <br />0 <br />C 6>✓ 9 <br />�4 333 <br />00 <br />Lo <br />4 L^ <br />} as AR0015t" a AP <br />T <br />Q <br />4� <br />,W, $'.Uj <br />Z <br />- <br />k 4 a <br />Uj <br />O <br />0 <br />w <br />0 <br />z <br />a <br />> <br />W i. `� U <br />d <br />No <br />N m <br />omo *6 <br />V) V m c ) <br />M <br />Z) Oo E o <br />•� 0 LL O 8 ¢ <br />¢ <br />• sU }4L <br />u LL1 Q N <br />nV) <br />W L cO E � .2) <br />t� CL <br />W W <br />LLI U) Wp o <br />H-Q o! J o:q��zX z <br />1�XJZ 1 QU as z2 <br />ofx zacno pwoomz U <br />U)WWZ <br />C_UW <br />WwO�QL <br />� <br />O�pa0LLzQJ <br />I <br />�H <br />gLu6QQ Q <br />LL <br />pw F <br />o� o oQQ,Y <br />¢ o <br />U- F. LL <br />s� <br />O <br />O <br />Z ui <br />0� <br />U) 0 <br />� � MM O <br />Q�0 J Lf <br />u) u_ ti <br />U? <br />F— cM <br /><co <br /><0— <br />z �- <br />W <br />w <br />�o <br />O <br />1 <br />I <br />1 <br />1 <br />0 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />h <br />lV <br />(V <br />O <br />0 <br />O <br />o <br />o <br />e- <br />� <br />0 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />ZO <br />O <br />NLo <br />W <br />w <br />o <br />0 <br />0 <br />0 <br />(V <br />M <br />4 <br />i <br />1 0 <br />corV CI� <br />Z ~ <br />Z <br />Q Z <br />C)Lu <br />W <br />ZU) <br />O <br />C)C)UU) <br />000 <br />F_ <br />ow> <br />0 <br />°�Q <br />Q <br />zLLI <br />a�a <br />■ ^ <br />ui <br />m 2 W <br />N <br />00' <br />Zo= <br />W <br />0 <br />zO-e0 <br />Q <br />(� <br />�Z" <br />z <br />a z <br />LL <br />U <br />� <br />O <br />m <br />Z <br />z <br />z <br />z <br />w <br />L1J <br />_I <br />�— <br />O <br />LAST PLC+T DATE <br />Z 0 <br />STRUCTURAL <br />DETAILS - MONO <br />Y.SI IIII.L'iiI :,A-�­ _ <br />