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en c14 to C'4 cr -8 :�R C14 C14 CN 1 4 __j C14 L0 r- Lr) rd- LO C) C'4 -.0- C14 7 C14 r%0 LO Cr U1 - 0 -0 Q C'4 C14 C14 C14 C14 C14 Ln r- LO C) LO C� tR r�o C14 C14 CL -1 E 0 0 9 -2 LZ rn C14 C-4 Ln 15 pe c'4 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, FLORIDA BUILDING CODE 7TH EDITION _Z77 (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION — SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE C C C ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 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 TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j :D NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K U) FOR MORE INFO 16" O.C. 2X S.P.F. STUDS —I- 47 ILL] : 0 = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 0 (n APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. _j LIU 3RD LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d :D Uj COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C `0 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI�. i, - - S6 S6 SPACE INTO APPROX. EQUAL AREAS. 4�1 % FLOOR SYSTEM ETAL SEAT PLAN )_ R FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 1HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" 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 /_�INISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU U 4"x4" INSPECTION PORT AT ILL Z] cr a_ EACH FILL CELL TYPICAL UJ U) 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH Nr MUNICIPALITY 411to 6" BELOW GRADE �Fl E � 1 -77 A \.4 44 /FINISH GRADE 00 [TT,.I I I —I I I— I___I I I- I I I . �4 4. M.- R 7R ff �1_ 6x6 W1.4xW1.4 4 WWF OR FIBERMES 1 1_.. I I I.T71 I T 17" \-STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" ION TYP 2-STORY WALL SECT — REV. 03.16.21 SCALE: 3/4"=V-0" 0? SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO STUD --- ----- 2nd FLOOR W, BEAM/GIRDER 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) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST------ *SIMPSON LTP4 w/ NAILS (12) 8d x1 1/2" @ 24" O.C. 1st FLOOR WALL---------- SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JCIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS - rN SCALE: N.T.S. 2NID FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ----WEEP SCREED PLAN INSTALLED PER MANUF. \-SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 2"x4" CROSS BRACE @ 48" I I NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF I BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. I I I END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-1)" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS@ 1 2"x BOT. PLATI (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 WEEPSCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TRU DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-10" � �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALL SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TY PICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 WIA x W1.4 WWF OR FIBERMESH 4,. co I I 11F . . . . . . . % 'A �FI I [—Ari —FIL4 --iAl Fhf 1=-�'(3) #5 CONT. ON 3" I 8 V-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB 71— if— EXPOSURE1 SHEATHING &X x F I PROVIDE BLOCKING AS REQUIRED PER (D Lu 0 SECTION X-X IF k U' Lu NOT FULL HEIGHT SHEET I 'Al I M co 0 Z U) L __jl L FLOOR SYS (2)- 2x TOP PLATE BEYOND I -11 F T _T _11_�_—J�--EXPOSUREl 15/32'OSB SHEATHING Lu I SOLID 2x U) I I ji-il BLOCKING @ ALL ::i C @_ SHEATHING 0 U) EDGES (SEE OPENING -1 L__3 __j SECTION X-X) LU T U ill 111 0— t I Es �l F rFx IF r.� F F- 111 2xSTUDS uj Lu 111 Ffl IFT 11 11 11 j --BEYOND. = LO SEE PLAN ' JU_ LIE— _L —1 11 L WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y," SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8" < u) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.0 wt 8d COMMON NAIL LL M NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C, w/ 8d COMMON NAIL. I-_ 0 < Lu @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL, , STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C� � 0 wl 8d COMMON NAIL C) LU Lu :D I-- FO M _,,_ (Z) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER >- < �- 0 U) x 0 0 U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ' 0 'n " ' ' U) i_- 2 LI- a: (D (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 U) C) LL �- � � uj 0 MEMBER IF GABLE END 1: IX L� U. NOTE. . 8d NAILS FOR WALL SHEATHING MUST BE MIN 131 X 2 112 2;4 P T BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE X'�_�HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8" 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETMEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM - 3/8" "S" = NAIL 3/8" SPACING 3/4" S 1/2" 1/2' S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 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.) WALL SHEATHING INSTALL. rc � �6 &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 i� SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS 9 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 WALL HEADER DETAIL LOAD BEARING/EXTERIOR FRAME 2x BLOCKING HORIZONTAI:L-Y� @ INTERVALS NOT 4' (R302 EXCEEDING 10' 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 -7 '41 A A \A \ - 4 I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1)LSTA30 g'-16' (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. @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 C:p O'�t 0 CP 0 C, L.;, - ir_ co %;� �,4 CN- c-, C-4 W C Ln C_ cc 0- vj, ......... J Ley 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 2 4 8 .0 5 IN C: 0 R �; 20 4., 0 Cn t4 V 0 a. ai 5 M u_ z Z 8, Cc' :2 WS FU C� (D M uj < =) 0 2 0) C1.1 z W z cc) �� z ix 0 W C, LLW au-) CN 0 U) < z 0 d El 0 E] W 0 m L�2 co CC' arm% iz! C, .,Cc o X� U UA -oft Ln V) A I- Cn .11 0 E M L11 8 C0 E 0 E u S z n W c/) 3: is (D > 00 U CD 2 C%4 a) 0) 04 .6- 0_4 LO 04 CL 04 Cr . . E 60 co 0 U) L) C"4 00 C114 C? co Lo 00 C'4 C) Cib < 04 CD CY) E CV) LO 0 z M z E T cc E 0 0 'a 16 0 _j < 0 4) JOB NO: 23-05747-05752 SCALE AS NOTED SHEET` NO. S6 (MONO)