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1 ! —1 j -p I I - - 1 1 p 1� q! I I I I I t I 00 Cr :Q co UD ck: LO U) 1.0 2 0 :Q LO E E 0 LZ 2 8 2, .2 C*4 to !�2 5<1 9 3 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z7 INSULATIO 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 DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED wl (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/ 1 Od 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 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL�,� DIVIDE THE CONCEALED SPACE INTO APPROX. EQU�C AREAS. FLOOR SYSTEM \,-ER PLAN 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 SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WID FURRING @ 24" O-C BASEBOARD MIN, 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 'A 04 - co A' 4 A.. I I I I I 'a , v - -- 6x6 W1,4xW1.4 -11 I 1 WWF OR FIBE MESH 1111 1 1 A�0 FOR UNDERLAYMENT 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 FRAMING SHEET FOR SCHEDULE - [RSHI - ON "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 LU PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 C/) FOR MORE INFO UJ LU = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 a-y—) APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. -J LU =) LU U- = vi INSULATION PER CHART ON FLOOR PLAN rB �R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER ET) OR F PAPE MOI (BAR STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co LU 4"X4" INSPECTION PORT AT CC a- EACH FILL CELL TYPICAL Uj 0- AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE :INISH GRA DE ;0 -ff1T �LT --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"=: 1 1-0.1 S6 SIMPSON LSTA24 STRAP w1(8) 10dxl 1/2" NAILS TO 2nd FLO BEAM/G1 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) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ *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) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST F LR. 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 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. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" OIC, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 0? SEE FRAMING WEEP SCREED 99 PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE 48" SIMPSON HETA20 W/ (8) 1 Odxl 1/2" T O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKIN G & MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR SCALE: 3/4"=1'-0" PARALLEL TO MASONRY WALL Is, �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 - - 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC 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 U U WEEP SCREED 7 U INSTALLED PER. MANUF. C C U 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"=1'-0" S6 FOR ADDITIONAL INFORMATION. DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=11'4' "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE .40E—. A ... . .. 4- SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A" �A (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" 1'4' 8" CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=11'-O" ADDITIONAL SLAB INFORMATION. 111,S6 15132" OSB Ar/ EXPOSURE 1 SHEATHING PROVIDE BLOCKING AS f rj REQUIRED PER E j SECTION X-X IF u'l NOT FULL -j HEIGHT SIHEET- < ,, U) z L FLOOR SYST 7V (2)- 2x TOP PLATE BEYOND I OSB EXPOSURE1 F15132" SHEATHING LU M :7 SOLID 2x 1 BLOCKING @ ALL :3 SHEATHING 0 EDGES (SEE 0 OPENING qFQTION X-X) . uj 0-0 - C � _x �j -x 1] uj -2xSTUDS uj BEYOND. can: SEE PLAN zi 0 0) \-2x4 P.T. BASE \—(D--JHORIZONTAL PLATEBEYOND BBON OR \'ERTICAL SEE PLAN BLOCKING BETV�EEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S"= NAIL 318" SPACING /4" S 1/2" 01 S 112" S —1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING, AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FILITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FILITCH PLATE TO VERTICAL wl (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 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 MINIMUMW SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ys". u) Z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL U. M @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6� O.C. wl 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wt 8d COMMON NAIL C) ::) Lu uj 0 CF PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER Izz 0 a w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 0 U) 0 U) M 0) U- Q� K In LL G (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL uj 0 " LU 0 MEMBER IF GABLE END LL Z: NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 . 8d 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", 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 12d TOENAILS ONLY 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 11/2" EACH SIDE Nci 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZONT EXCEEDING 10'-O"(R302. @ INTERVALS NOT "LL 11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W1 2"DIA. x 3/16" PLATE WASHER (MIN. H R #. I I AL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W1 6x6 W1.4xW1.4 WWF OR FIBERMESH A 4 4 A" 4. 711 IEEI I lEd I I- -I I =1 I -:�j I JEEI I I I A _ 4 A4 4 4 v A .1 4 = -11 IEEI 15 ::11 1 A A' A (3) # 5 REBAR 0 IN 3" CHAIR 4" l'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4" LL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) LSTA30 4',1' (2 (3) (2) (2) (1) LSTA30 9'- 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. 3RID LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD TE 2X P T PLA WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I= OP :I I 1=1 I 2� 9 ;�- 2 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C%j t 7 t C= -11c LW Lj- Cc - ILI > =3 CU cc >, E IR5R wtv .... CN E z 4: r NT 9. < �j -% 01(C4 L II�- ?//I/ Main 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Englnee�s signature and seal. W 11`- IC 9 E 0 M 8 X U �O C� ci p 0 di co -T C-i U. Lu U- z cc U- -j -- :� 'S q -1c 9 0 I � A C-� ao: Co IL 3W In Z -ce , 0 z 04 E 0 00 < 0 0 In W 0 El (D arm% R3 4-J 0 Ln LU Cn E A, S `C, 0 0! CID, C13 C, z i __j E a5 .1 Z� < � E cc I z M 0� U0 z F- CL 1. 0< 0 Do 01 0, Mz z ru C13 V � W Z, z U) .1� �� -� 1z :g zo Cn zz C-) 0 z 1, C:) ElE, C-) N CD ON 2 C) > LO LO L- co Lo :3 0 L0 0- (D Cn4- ca 112 LO < 4-j 4-j 0 U) (n C,4 4- 04 2 C) Lr) 00 CD ICY) E CD 0 :3 E ih 0 Q- E 0 0 0 "D M a) JOB NO: 22-12366 SCALE AS NOTED SHEET' NO. S6 (MONO)