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F3 M W) LO 01 LO C14 c-4 E E 07 0 q,� LZ f is 8. 04 C*4 C*4 oo >1 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/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB ATTACH 2x STUDS ----- DOUBLE 2x S.P.F. TOP PLATE 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 Old @ 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 OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL071 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU* AREAS, FLOOR SYSTE ER PLAN ,.:::, 7// "\ A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 SHE TOM OF BAND JOIST TYPICAL ATHING TO BOT 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 71 1 G :0 'P, A E ;LU CV) \'A Ail A- :4 6X6 W1.4XW1A WWF OR FIBERM SH .4 M S.- :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24' D.C. MAX. 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 - [RSH1 - 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 0 U'j 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 9-01— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. L'. INSULATION PER CHART ON FLOOR PLAN rB--"Y �R �S 6� ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/11#5 ROD CONT. FILLED SOLID W/GROUT FINISH -ARCHITECTURAL (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LIJ 0 4"X4" INSPECTION PORT AT = EACH FILL CELL TYPICAL LU (n AT GARAGE CONTRACTOR CL TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE NISH GRADE \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" M I 411 N.CLEARANCE TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3A"=1'-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4W/ (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) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 1 "T" CORNER TYPICAL 'IT" AND CORNER CALE: N.T.S. DETAILS rN S � �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING --\ ED WALL SHEATHING 5z ,TATTACH TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED E S6 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR T RUSS 0? ;w_ SEE FRAMING ---WEEP SCREED .1 .. 99 .. PLAN INSTALLED PER MANUF. ;�_ M \\-SIMPSON 2"X4" CROSS BRACE @ 48" HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA, 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"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 "' ^ ^ 2"x BOT. PLAT[ (2) 10d @ 6" 0.( 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 U a INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1 Odxl 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" S 6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY e%'01%k lk 1 1 A It R BP%-" A 2 A^^ SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS SCALE: 1 1/2"=V-0" DETAIL (FLOOR TRUS �6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 1Q" GYP. W.B. MIN. @ I V_ -!!5. GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" - (R302.1 1) EMBEDMENT @ 24" O.C. W/ EXCEEDING 10'-0' SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN, SHEAR 3500#. MIN. 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 2X P.T. PLATE 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) A- A 4�. W-4 . 4 , .. . IV r_�(3)#5CONT.ONT' T1;"1114F4FL7* CHAIR W/ 3" MIN. 8" 1'-8" 811 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION _rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB AX EXPOSURE1 SHEATHING PROVIDE BLOCKING AS J'F REQUIRED PER SECTION X-X IF W _j NOT FULL HEIGHT SIHEET- -il — IL L A G FLOOR SYST (2)- 2.X TOP PLATE BEYOND TF T —1 15/32" OSS EXPOSURE 1 L SHEATHING LU SOLID 2x IV BLOCKING 2 ALL nc SHEATHING 0 W ED (SEE OPENING 11L C)&_ AV _j . SEGE CTISON X-X) _j LL OU, X JL !9 X E 2x STUDS 111 Ffl IF-1 111 11 11 I�j_ BEYOND. SEE PLAN 111111 11 IN 11 11 1 0 0 -ill Lil LI liL J_ -1 _11— E \-2x4 P.T. BASE \___0jHORIZONTAL PLATE BEYOND 2x RIBBON OR-' VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I ri r%IA'rl^kl MIA^MARA 3/8" "S"- NAIL SPACING S 314'� 12" i2f� SINGLE NAIL EDGE SPACING DOUI AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16 FILITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFATICA] R1 QUIWa 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.) S 1/2" S 1/2" NAIL EDGE SPACING S 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- D.C. wl 8d COMMON NAIL r Z u. 2: @ NAIL OPENING PERIMETER w/ (2) ROWS (4) 4" O.C. wl 8d COMMON NAIL. 0 8 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. wl 8d COMMON NAIL LL 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER C' Ow 0, 0 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 U) Co j 2 @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z n Uu 0 0 MEMBER IF GABLE END = 0: co LL NOTE: C� WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHI NG MUST BE MI N. 131 X 2 1/2 $ DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 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) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALLY EXCEEDING 10'-0" (R302.1 1) @ INTERVALS NOT 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 W1.4xW 4 WWF OR FIBERMESH A -4 A =1 I IEEI I M Cl) 4- A I I�El 15 1 —I I 1=1 I IM I 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 1-4 (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (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 ASTIM 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/ (110) 1 Od NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE ;0 FINISH GRADE 0? �E — ;m_ E? g —1 1 :11 IT- r (3) # 5 REBAR ON 3" CHAIR 4" 11-81' W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 C%j CD CY) := LU CD co >< — L2 cc = C14 =_ E tu tj 3: 3: tj a, CL) = .- '& -= E C14 C> C14 00 C> J, No 0 F �4j s:�( "�4 6 To the best of the Engineefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural ongineeflng portions of the drawing pages bearing Engineer's signature and seal. vj W 11- 4 5 62 i 0 CWo in 'Z N Cl LU 2-5i -9 U. U - v; 0 Z a 0 c M C� Z co L) ul LL M L C14 M a < z W 0 V) u- 4-J LU Q) 0 9 V) L_U cil- *� < , E0 r= U §8 WM CL E 00 0 05 z t 0 U.') 0< H lox z .j 0 .7 W ca �0 -x .2 C) La :� LO T M a L_ L0 (U Lo C) CN CL 0 L0 C114 0 -6 .2 M 0 L0 4-0 0 ILL r-1 Ce) (0 M 04 C) 0) r%.. -0 LO T 00 CN 00 E L0 z M z E C) a- E L) I C _j JOB NO 23-02469 SCALE AS NOTED SHEET NO. S6 (MONO)