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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION --- BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C, 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER\ N i 0 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY A. 6x6 W 1.4xW 1.4 717�_ �_ • WWF OR FIBERMESH 1 — : d FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. �,f: HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. U_ —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE NISH GRADE 3) # 5 REBAR ON 3" CHAIR 1U—� I I` STD. 90'HOOK ( Trs t! (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTIONri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: *USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED 4 z T PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. 1 A.I BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP, 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1^" ^ ^ 2"x BOT. PLATE (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH r _ - .°..—....--. ter.-___— d. A. Fi 1"!r V 8 1 T11ITCHIRLEARANCEM N3 INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15132"OSB �I EXPOSURE 1 (x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D SECTIONII II S oHEIGHT NOT FULL SHEET- II II 0 Z 0 II II _JI = IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T_ T _T I) EXPOSUREI EXPO F SHEATHING w IIII II SOLID 2x III C III II II II I o ALL C SBLOCKINGHEATHING v0 EDGES (SEE III OPENING SECTION X- III III x II II R W II Ilf x E W _ 2x STUDS III III II II II BEYOND. f SEE PLAN III I I I II I II II II I I 0 II Lil — am WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANX". z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4- O.C. wl 8d COMMON NAIL LL 0 NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 8 w/ 8d COMMON NAIL uujj LL O O PLYWOOD SPLICES 0HEADER -NAIL SHEATHING TO HEADER OOp w/ 8d COMMON NAILS Q 4" O.C. (2) ROWS @ TOP & BOTT. Cn vj O v7 m LL : LL ~ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END x c LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE PLATE BEYOND SURFACE MORE THAN 118". 2x RIBBON OR VERTICAL A HORIZONTAL SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL stts SPACING Z-1 S 3/4" S 1/2" e r S 1, SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFan .m rrKiu . SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) K"_C WALL SHEATHING INSTALL, S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED --- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA, x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH •E : ° . "' -III—III—III—I I ° d ° 1�11111�111111111 , �• ,:• d ° .. . M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 1) 2 1 (2) (1) LSTA30 4'-9' 1 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. FINISH GRADE —= -IIII— I ' 4 z i—r (3) # 5 REBAR ON 3" CHAIR 14" I 1'-8" W/3" MIN. CLEARANCE J ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 c ca m 0 Y 0 > W O p {j Cr-- d co"c) � N m o fn ,Q 6f N �O 3 O0 m w rs.c C• C3 c '_ [U • -S c� ea 3 a> O c E m ci ca `a N N W> Ca .' ST;1 f ; `;'F To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to N (,j '�V J Lo 0 C;nl t_ 14 _0 cm, uj LL LL - J LL d 4 C9 � g r M 0 ui 1 LW &z Q N N fn FW �^ Z O d ❑O❑ W L gN 5j Z � }�FQQjSj n- Ln C1 a) 'U 0 W $ �y N w � 8 R E _ �0 � E� 0 2 V t__ �q� raa Wm UQ8 o F E %� X U 0a g� z N w8 tt� N ao m� z�W�z& J s aw 8$ C, � 50 W C, �z F �LL a Sz Jo wc� Cn 0 ¢ U O > Lo O vt L° t� L_ Ln :3 N C Ln `� Cr J (n o ca N +-+ O LO ...i O ILL M 10 N V) T 00 < r- T E c Lo Z to to E CV o- w U Q O JOB NO : 23-03654 SCALE : AS NOTED SHEEP NO. S6 (MONO)