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I Q LO t2 �N cV "a LO chi 0 J r'M g' 3 H a N E `o c i a� E i i 0 L� 0 0 co 0 Cl- CD 0 co al B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & 8 10d x 1 1/2" TO BAND JOIST AT EA. STUD —� 2"x BOT. PLATE W/ —� Tri_ ATTACHED WALL SHEATHING O im na % crr n r� C ONTINI 101 IS TO BOTTOM RIBBON - e (2)- 2x TOP PLATE WALL SHEATHING MAY INSTALLED VERTICALLY OR HORIZONTALLY, W/ 8d @ 4" O.C., 2 ROWS STAGGERED NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER \L 2"x BOT. PLATE W/ (2) -1 Od @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS BEAM/GIRDER w WEEP SCREED ui = INSTALLED PER. MANUF. En SIMPSON HETA20 w/ (8)10dx1 1/2"cn NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST FLOOR TRUSSES 15/32" OSB EXPOSURE F F SHEATHING W x SOLID 2x o BLOCKING @ ALL 9 C C SHEATHING 0 EDGES (SEE OPENING O SECTION -X aL) C x Fx w I ON x E 2XSTUDS W BEYOND. x SEE PLAN o 0 • ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL O z @ NAIL OPENING PERIMETER w/ (2) ROWS () 4" O.C. w/ 8d COMMON NAIL. x O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O o w/ 8d COMMON NAIL J w LL LU O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F J > a O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP 8 BOTT. 0'* M' 7 u_ @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z — MEMBER IF GABLE END N U. NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN 131" X 2 1/2" 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE A PLATE BEYOND SURFACE MORE THAN 1/8". 2x RIBBON OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g fig" "S" =NAIL 3/8"SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-01, S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4111/2„ S 1/2"�S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONSSHAL BLOCKING N7/1 " SPF TURNED VERTICAL w/ 7l16" FOR UNDERLAYMENT NAILS TO STUD & (8)1Od x 1 1/2" TO BAND FLITCH PLATE TO W/ (2) 12d PROVIDE CONTINUOUS 8 10d NAILS TO TOENAILS EA. END. NAIL FLITCH STUD PER STRAP ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD BLOCKING FROM B.U.C. PLATE TO VERTICAL w/(4)8dNAILS 2nd FLOOR WALL TO MASONRY BELOW TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. S CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS (2) 8d NAILS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ STAGGERED @FO FOR ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM vFancn�r. ' s 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING -SEE NOTES: " USE BAFINSFLE ESCHEDULE - [RSHI - ON *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS (12) 8d xl 1/2" NAILS SHEATHING TO @ 24 O.C. BOTTOM OF RIM S6 & NAILING SCHED. CHART ON FLOOR ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 PLAN 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL MASONRY WALL 5/8" OR 1/2" HIGH STREONLY. 6 () 1/4" x 21/4" TITEN NGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" BOARD PER CODE W/ 1 3/8" DRYWALL Ili NAILS TO STUD & (8)1Old x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" 0/C SEE STRUCTURAL SOFFIT SHEET SS WALL PER STRAP SF/NOO/,l, CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WOOD TO MASONRY �q^, 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" STAGGERED @ 12" O/C EACH O.C., 2Rows 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 rLL FACE OR 3-ROWS 12d NAILS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A i— WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"xl0" OR GREATER HEADER J w PLYWOOD SHEATHING @ v 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS 8 = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER �+ (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH.FIRST 2 LAYERS 3/8" THICK EACH3RD S4 J . INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LL i LAYER 1/8" THICK. 1 Od NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER 8" O/C TYP 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN 12d TOENAILS OSB (DRAFTSTOPPING) TO BE NAILED W/8d � DOUBLE 2x ONLY • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R TYPICAL (U.N.O.) 12d TOENAILS AN AREA 1000 SQ. FT. OF FLOOR AREA & SEALED 5 PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 • OPENING LARGER THAN 4 FT: S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE 15/32" OSB EXPOSUREI x SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL HEIGHT SHEET C fn z G FLOOR SYST M FLOOR SYSTEM ---METAL SEAT 2x STUDS TYP. ER PLAN O OR FELT TRUS PAPER FOR P.T. BOT. PLATE MOISTURE BARRIER ° 2x4 RIBBONS pp�TF,q/ FLOOR TRUSS / .: . BEAM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) SEE PLAN FOR REQUIRED HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS I STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 V-16' (3) 3 (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T" CORNER CONNECTIONS INSTALLATION PER BILK. W/1#5ROD CONT. FILLED TYPICAL'IT" AND CORNER LOAD BEARING/EXTERIOR FRAME CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE CO FOUNDATION PLAN & NOTES) PLYWOOD SHEATHING NAILED PER NAILING w NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO U 4"x4" INSPECTION PORT AT SPECS ON FLOOR @INTERVALS NOT � SECTION C/S3 FOR fr a. EACH FILL CELL TYPICAL ADDITIONAL INFORMATION 2X STUDS 16" O/C 1x WD FURRING 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) °� @ ;�, SECTION J/S6 BASEBOARD �, TO CUT BLOCK OR POUR 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" MIN. 2500 PSI CONC. SLAB CURB DUE C SLOPE DECKING GARAGE SIDE IF APPLICABLE AP STUCCO FINISH PER ASTM C. 926 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. WI 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS G MIN. SHEAR 3500#. MIN. AT EA, STUD E NAILS AT EA. STUD ( 2500 PSI CONCRETE MIN. a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) = SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE M _ = FLOOR TRUSS `r WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. " — — — °O SEE FRAMING 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • - WEEP SCREED ---r a ... id 6x6 W1.4xW1.4 _ a _ _ PLAN • INSTALLED PER MANUF.00 WWF OR FIBERMESH — — o z y� T� dam— 'N ' • . FINISH GRADE k_*A' r _ -III-I I -I I -I I _ _ rr r� SIMPSON HETA20 w/ (8)10dx1 1/2" °r . � "' � 00 2 A" CROSS BRACE @ 48 - T a — NAILS @ 24" O.C. INTO TRUSS — ' • — — -III-I I -I I I I a III O/C FOR THE 1ST 2-0" OF '. • • _ _ • STD. HOOK BLOCKING & MIN. 4" EMBEDMENT END WALL W/ _ _ III=III=III + • . (I I— I I I 4 l . , I (2)10dx3" @ EA. (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) IN KO BLOCK W/3"MIN. CLEARANCE 4 1-8 rr END INTO 2"x4" BLOCKING — — — — -I I I -I I I I I;, . •: •• AN I III; SEE DETAIL 2/D2 FOR (3) #5 CONT. ON 3" 'l TYP 2-STORY WALL SECTION('j 8„ 1r_$„ 8.. CHAIR I III=11 I=1'' MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION(S"N�ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. rl � 7 � N c� N_ N '¢ G 1 V d '� W V .3 tc yam. w car+ y., m err M A . lip .N , V ... P rJ �O 4k / To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. = $8 v R 0-0 N) rnF-r-� N M y "" J u Z gLLLL a 6C � W $ @ I0 o m W Z t9igQ�jO' w N N z d J OU d U Z W O0 � z z z � � a — N z CD Tom"• o U � O C �tn � o cam) M —J p ass E 0 w s zo � F— o Q� a�o wo U Z c�.r c3 � �` gE z O) � J 'D Qd a w iZ Z d 8d go W a Uo LL"Z a� �w o w �_ zl�d o $ c 0 Lh W Q Y, U'm 00 co j co 00 0 j Y Cr U) o N m � Q }' 0 'o N rn LO co N N col CD o L0 M Q LO 00 �-- ai m M o Z O E y D r_ m a .. _j a cc JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. S6 (MONO)