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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 & 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 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/ 10d 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 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN n 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 & V O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: FOR UNDERLAYMENT REQUIREMENTS SEE R9 PRE ENGINEERED WOOD T HURRICANE ANCHOR @ EA SHINGLE ROOF, SHINGL ACCORDANCE w/ ASTM H, or ASTM D3161-CLASS ACCORDANCE w/ TABLE FLORIDA BUILDING COD (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENE ALUMINUM DRIP EDG ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHE ATTACHED WALL SHEATHING (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS ix2 NAILER J PLYWOOD SHEATHING JV NAILED PER NAILING SCHEDUL FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PE APPLY 3 LAYERS W/ TOTAL TH METAL LATH. FIRST 2 LAYERS w LAYER 1/8" THICK. LLI= INSULATION PER CHART ON FLOOR PLAN B R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 87x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 05.1.1 RUSS @ 24" O.C. MAX. CH TRUSS ES TO BE IN D7158-CLASS G or F, IN R905.2.6.1, E 7TH EDITION RS E ET SS TO E SEE DETAIL C/S6 R ASTM C. 926 ICKNESS 7/8" OVER 3/8" THICK EACH. 3RD BASEBOARD MIN. 2500 PSI CONC, SLAB MIN. PSI MAY VARY PER MUNICIPALITY E 6x6 W1.4xW1.4 WWF OR FIBERMESH _�-�-"•— _ �, FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT CC w a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE '�I III \--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V4 TYP 2-STORY WALL ;.ECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP W/(8) 10dx 1 112" 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. 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 JE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" U.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'? AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED to FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °D SEE FRAMING WEEP SCREED 99 PLAN1:� ; it INSTALLED PER MANUF. .' 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 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" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (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 i. WEEP SCREED I u INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/37 OSB EXPOSUREI SHEATHING q;_ x PROVIDE x BLOCKING AS f REQUIRED PER p SECTION X-X IF 1 NOT FULL HEIGHT SHEET C Z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x y C BLOCKING Q ALL C SHEATHING 0 EDGES (SEE OPENING E I N X-X IL C xP_ rxw x — w l 2x STUDS BEYOND. SEE PLAN p L L N I �_2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I r-I r%1A'rl^kl f11AYN1'•1AAA FLOOR CONNECTION g MASONRY 1ST FLR. SEE J/S6 " S6 3/8" PACING 3r8" @ SCALE: 3/4 -1-0 FOR ADDITIONAL INFORMATION. S 34'1/2 S 1/2" " • • S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'4' "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE 110 Ifil'ifi, WAs /,,— 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. : W e �\ e (3) #5 CONT. ON W 8" 11-811 8" CHAIRW/ " IN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 N2 SPF TURNED VERTICAL wl 7116" 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 SECTION X-X SF p/�VpOw <"4N 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.) 4FNi,I?/0, 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 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANx". q) ? t'J NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL t7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ux) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL y ~ O O COMMONICES @ HEADER - NASHEATHING TO HEADER F m w/ 8d NAILS ,V O.C. 2 RIOWS @ TOP BOTT. N 0'4 M LL ~ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O 0 MEMBER IF GABLE END LL LL 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". 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 1 (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)10d 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 HORIZONT @ 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 AxW1.4 F `t WWF OR FIBERMESH 4. N .• Cl) -1 I I_I I I -I I I_I I• III-III=1 I I I 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 ISTUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-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. 00 FINISH GRADE R z (3) # 5 REBAR ON 3" CHAIR �4" 1'-8" W/3" MIN. CLEARANCE J ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 U 0, m �c 7 W CD = o ci a o C fC G.) N -"mac c a N l4 m L iw Y ...Q. a-= CL •- .E, c c�i d d ro o T � a' .. N G'n E o a c.o CD ti,'J,, fFiaE�r a 'S'••* r�Jv lob a• < . U :• ��, •. C. P F L®_ . OEESS�"taP, l�flttiifttlll � 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. In F o a N N 01 �p 0 m m p) N JJ Lo 0) �a32 a U, QLLLL Lt wa 52 0 Z_ °7 0 it ' ", m ` W N Tz m w Z � m z d IL = N OU N W ❑ ❑ U' Z N z� Z f` a C U) CM4 In Z 9 - (1): CA W o V 0 ,,, g m m W U c � 0 ltM M W Z �-o a �o a8 < &� $< z o g Wj z tp N C _ ZZ a U N m o Off Z, Y Cn J N a' �� z o W U � 8 0 W� o yw 1.: aLL O a y0 mot' �w zI°d 0- U O J 0 rn T m ^, c7 L T 0 `„- rl- T T CT U) . N m Lid ~ 0 0 ICT CV 0 .0 N Q N 1"— LO z Z E 0 m E � w M a 0 JOB NO : 22-06451 SCALE : AS NOTED SHEET NO. S6 (MONO)