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FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w! TABLE R905.2.6.1, Z:7 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION SCHEDULE - IRSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL - SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO 16" O.C. 2X S.P.F. STUDS Uj 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD -+ LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LLI= COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. Ar If FLOOR SYSTEM --METAL SEAT �PER PLAN O OR FELT PAPER FOR MOISTURE BARRIER •• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE I' X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X1 6"CONC. KNOCKOUT INSTALLATION PER BILK, W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL Cn 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE iv •� ; ° FINISH GRADE •4 � T 6x6 W1.4xW1.4 Lu !ll ': • :•, WWF OR FIB MESH— �i �1Tt11 \--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 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)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od 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. 1st 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 ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1" " " 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr 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 a INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK q FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1Od @ 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 E S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN �\� SCREWS TO MANSONRY 1I`� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 15 l EXPOSURE RE1 � TT SHEATHING X PROVIDE BLOCKING AS REQUIRED PER D II p SECTION X-X IF W NOT FULL HEIGHT SHEET C I II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSURE EI F SHEATHING w 2 SOLID 2x N C BLOCKING @ ALL j C SHEATHING N EDGES (SEE III OPENING SECTIONX-X dU C x �w x E I W 2x STUDS III II I I II II BEYOND. y SEE PLAN 7 II III y \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8^ "S" = NAIL 3M" SPACING 3/4 S S 7� 1/2" e L I•c T S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #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 VFRTCAI al M1(INn SECTION X-X 112" — uc 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END p JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J � PENETRATE SURFACE MORE THAN X". r y ? Q NAIL AT BASE 2 ROWS 0 4" O.C. w/ 8d COMMON NAIL (? © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p wl 8d COMMON NAIL w :-:1) � O x *d O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER j y � O 6 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. xt.-OOrn to 0O to in� � LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w o o MEMBER IF GABLE END c r'' NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". Tj1,LI 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S'4 . INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.NJ. 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w! (6)1Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oFr1,11 FLOOR TRUSS ! N/n._OR i \BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL IN m 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 114' 1 2 1) 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 • NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONSPECS SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2ND FLOOR FRAMING - SEE ADDITIONAL INFORMATION SPECS ON FLOOR @INTERVALS NOT 2X STUDS @ 16" O/C SECTION J/S6 1/2" GYP. W.B. MIN. @ EXCEEDING 10'-0" (R302.11) GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5l8"DIA. x 10" "J" BOLT W/ 8" x EAR PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#I).TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8"THICK. SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD TYPICAL TENSION 2600#. 2500 PSI CONCRETE MIN. FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. ) 2X P.T. PLATE FLOOR TRUSS @ SLAB W/ 6x6 W1.4xW1.4 SEE FRAMING WEEP SCREED 2X P.T, PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. PLAN INSTALLED PER MANUF. -,� ,° SIMPSON HETA20 w/ (8)10dx1 1/2 ° • • " T - _ _ • • FINISH GRADE 2"x4' CROSS BRACE @ 48 °, "' -III-I I -I I I�-I I NAILS @ 24" O.C. INTO TRUSS :. III—) I I-1 I I I I °. ! O/C FOR THE 1ST2-0 OF I I - _ _ _ _ END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT - -III—I I I j—�I I I ;. • END INTO 2"x4" BLOCKING IN KO BLOCK - I I I III I I a:• r (3) #5 CONT. ON 3" I I • III _ _ SEE DETAIL 2lD2 FOR 42f MORE INFORMATION 8 1-8 8R CLEARANCEMIN I ((I_) I (_I I I (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION rs, ALTERNATE FOOTING V PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" CJ6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. e� o N — C v 'r of s o a� IiV /c U N o1c O a- i! N 9 N C E c w u Cr tv m d al -o c o CU o ._ N d n = E o a ti n W r ...... Z V " A((� T -LO z le°rEsstOe�� �7�////flfiitit111101 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. W E F O M 8 l co 0 ari VJNO� qt LL 0 yrov , iC C J LL W U. mLLa MC ZJp�OQQ'_ 0 �JL w/ F Wr'Y N 7 t0 O O1 U) °' m w Z C Z Q¢' ZN O U U to W 00 r z a � i.) W V a -- g OLU to c �Ln map c Y � N OD o M J 0 ¢ Zaa i ri cam- O r oa® >. M m U H i. coo U S gg Wy CD It co M C < o z �� m �z7 QM J a ° iZ WT3 a �g 2� Nk o wa Eg Cl>E, A Ui C (D � >:O 0 m � (� N N a L.0 Q $ N ^ L.L o m 0 L0 ILL LO Ih O L co0 0) N N r M cV r E M N �i r z M E M w a- U _ 0 JOB NO: 23-00511 SCALE : AS NOTED SHEET NO. S6 (MONO)