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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 Z,1_ z,7 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 & O/C WALLS 1/2" GYP WBB 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)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Old 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 < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQ,• SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN = 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 FOR UNDERLAYMENT _�Y VSTD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.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 - [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 � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO w o7/8" 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. LLw z INSULATION PER CHART ON FLOOR PLAN B R I S6 S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE Ie °r J BARRIER FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 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 WALL1 /-*,\ 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 1 ST 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 IF BEAM OR GIRDER ,TE 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. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT aJ EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. Cn a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB EF CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED c .- A a A r \4. FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN I I = III --I I (= I Cl) T —III—III=� I I ° \ _ — — — °P FLOOR TRUSS e 6x6 w1.4xw1.4 I I=1TI=III=1TI-I I i I ° °' ° '. III—=1=� I I-III-III-Tu _ SEE FRAMING PLAN ,. WEEPSCREED INSTALLED PER MANUF. III dEUI WWF OR FIBERMESH I11=III=III—I I I I e e ° = I I —III —I 1- r i I I I T I� I I- 2"x4"CROSS BRACE 48" SIMPSON HETA20 w/ (8)1Odxl 1/2" ; IIIII II I I I (—III=III=III=I I I' O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I I I -III STD. 90 *HOOK END WALL W/ (2)10dx3' @ EA. I I BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR "'III,„ W/3" MIN. CLEARANCE 4" V-8" (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION SEE FORTION MOREE INFONFORMMAA REV.03.16.21 SCALE:3/4"=V-0" S6 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. PLAT[ (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION 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 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" 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 w/ (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 e ° d=I I I -I r -III 1T[- I —I I 1-11 1-11 I= I 1—III— ' (3) #5 CONT. ON 3" III-7 I I-1T—I I —Tr 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB —7I EXPOSURE 1x II SHEATHING PROVIDE III II BLOCKING AS REQUIRED PER D II SECTION X-X IF i NOT FULL HEIGHT SHEET C II II i II II _II ` IL_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I F T _TII F EXPOSUREI � EXPO SHEATHING IIII II I W SOLID 2x III C III II II II I BLOCKING ALL o C SHEATHING EDGES (SEE III OPENING SECTION X-X uj III III x II II �W Il III x E _ 2x STUDS W III III II II II BEYOND. SEE PLAN .D III I I I II I II I II II I I O II L11—LILJ___�—II 2x4 P.T. BASE 2xRIBBON OR VERTICAL A HORIZONTAL EYOND SEEPLA BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AJAI I r-I r-11ATI^KI MIA^MAAA "S" = NAIL sits SPACING I 3/4" S ,�- 112" S a— S e SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH 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 VFRTICAI_ fll_«:KIN(; 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.) N0 G SPACING 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 Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYs". H N ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c0 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z rL = @C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL If X} w O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 4 Y1.-OOtq co 00 F m u- D @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U)W O O F MEMBER IF GABLE END _U) w NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 (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)1Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-� CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON ALLY @ 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 r WWF OR FIBERMESH a Ch -III—III—III—I I d . e \ e ° a III —III —III I I �° . e :. a � • ° . I•IIIIIII III —III —I I I d ".e 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 V 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 1 (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/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)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — —1 00 �1111� I C:1I� I (3) # 5 REBAR ON 3" CHAIR ---1 4 1 1 $ W/3" MIN. CLEARANCE j ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 �k = ai o —1C 10 V N m c LL_ a N ea c ti iN -O O t Q ! CV d a W as _= 3 � � 4a as .ce 4 g� � E , 2 O CV N O LO O r�,Lc 4, e� To the best of the Engineer's 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 engineering portions of the drawing pages bearing Engineer's signature and seal. h N W 4 "* E g o0 N N C) o 6 C N 00 9 N ULO I— a N N V # w JU__1 "� _0M a Z �c o W - @N� 0 �pjzo Z ILro m w a � z° N O U Z U 0 W �ID z N (h o CO z o � � N _J d V) 2 CD o tLi a .� '�• U O o N IU N �NI U W J 3 zlf. U o Of U, d �® o h - I� C' Z 9 M M w 3 w z Q J U_ v0 > ry E_ o � cts �a 0�0 a E �¢�� a� &¢ z H L w0 g wz �� � c QO m0 0, zZ, m J wm Q^ aw �Z 0 g o rn a n W W C) mo 0 °E �- �3 � �0 M �r wE 10 ao o � ZIQ U� > LOCD O �}. V ai `m 0 O (o N L N o LO Q Cr J m -1-i O �. 1-1 O M M O -0 N Ln 00 T Q T_ N T Ia +' t0 LO0 Z N z ca E � C 0- C) Q 0 JOB NO : 23-04907 SCALE ; AS NOTED SHEET NO. S6 (MONO)