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I I I IIA'IIN�PAr'R'•11_1P_��LA��II'I� IN 1 1 I LI L_ I 3 v w I A N 23 m N rN CD 0 N S O� 3 N d 0 s `v c N LZ U .CD 0 CL - 0 0 v LZ 0 0 ao 0 0 a v 0 a m 0 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING 77 / 12111111811 0_C_ � � CONTINUOUS TO BOTTOM RIBBON B 2x TOP PLATEI WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, VV/ OU III 9 G Y(VVVJ J 1 AUUCI'SCLJ NOTE: EXTEND SHEATHING TO ALL BOTTOM OF BEAM OR GIRDER 2nd FLOOR WALL ------_, 2"x BOT. PLATE W/ (2) -1Od @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d 'T NAILS INTO EA. FLOOR TRUSS BEAM/GIRDER WEEP SCREEDLu Lu INSTALLED PER. MANUF. o ° SIMPSON HETA20 w/ (8) 10dx1 1/2" J NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST FLOOR TRUSSES 15/32" OSB EXPOSUREI F F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C O SHEATHING U) EDGES (SEE OPENING SECTION X-X aLU C x w x E 2x STUDS w BEYOND. SEE PLAN o O Li I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYe". z (A) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL z LL = @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 1w, w/ 8d COMMON NAIL I w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ O in xI-OOvn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. v~i N m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL c,4 w O O ~ MEMBER IF GABLE END c ti LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN SURFACE MORE THAN 1/8". BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 3/8" "S" =NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4 "1l2" S 1/2" 7� I_ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" B.U.C. LOCATIONS SHALL BE MIN 2x4##2 FOR UNDERLAYMENT NAILS TO STUD & 8 10d x 1 1/2" TO BAND SPFTURNED VERTICAL w/7/16" REQUIREMENTS SEER905.1.1 () FLITCH PLATE TOw/(2)12d ROOF FLASHING AND ROOF FLASHING COMPONENTS JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1Od NAILS TO TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICALw/(4)8d NAILS 2nd FLOOR WALL TO MASONRY BELOW CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN t(2 "OT. PLATE W/ STAGGERED(2) 8d NAILS FOR SHEATHING STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or 0d @ 6" O.C. FLOOR SYSTEM vFanre..i 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE „ INSULATION — SCHEDULE [RSH] - ON ES: USE BAFFLE FRAMING SHEET FOR "SIMPSON LTP4 w/ 4 &EXTENDSIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS ATHING TO CHART ON FLOOR ALUMINUM DRIP EDGE @ 24" O.C. BOTTOM OF RIM S6 &NAILING SCH ED. PLAN BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING Zx SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. (6)1/4" x 21/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SCREWS TO MANSONRY l NAILS OR DRYWALL SCREWS 7" O/C JOIST AT EA. STUD WALL PER STRAP Sic /NO CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO Fp Ol'1' 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �ti O.C., 2 ROWS STAGGERED @ 12" O/C EACH DOUBLE 2xS.P.F.TOP PLATE - ATTACH 2xSTUDS 1x2NAILER 2ND FLOOR FRAME CONNECTION E CONNECTION W/MSTAM36 rLL FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w PLYWOOD SHEATHING @ WOOD 1ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2"xl0" OR GREATER HEADER 6 @NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 2x CRIPPLES 2X BLOCKING @ EA. WALL � � UPLIFT CAP = 928 PLF JV 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR w w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS (2) 2x HEADER SEE PLAN U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ 2 1 Od 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + () @ J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. • INTERIOR HEADER: 10d NAILS @ COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD L` = BOX HEADER (1) 2x SILL PLATE W/ (2) INSULATION PER 8 O/C TYP. ONLY 12d TOENAILS 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN DOUBLE 2x • EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED �+ TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT L w x 15132" OSB EXPOSUREI SHEATHING P. x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF U NOT FULL F HEIGHT SHEET C z z M G FLOOR SYST ER PLAN XNXO I OR FELT PAPER FOR TRUS 2x STUDS MOISTURE P.T. BOT. PLATE BARRIERk, 2x4 RIBBONS pp�TF,q/ FLOOR TRUSS / FN/NC 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" J STRAP A BEAM DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1-10 STD. 90 HOOK (SEE DETAIL) „ „ SEE PLAN FOR REQUIRED 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 1'4' 1 2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 H94'-9' 7-16' (3) 3 (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT T CORNER INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED �� CONNECTIONS CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL T AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING LL v 4"x4" INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO a EACH FILL CELL TYPICAL SECTION C/S3 FOR SPECS ON FLOOR LU rn ADDITIONAL INFORMATION @ INTERVALS NOT 2X STUDS @ 16" O/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) BASEBOARD LO TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" N GARAGE SIDE IF APPLICABLE 7l8' STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING EMBEDMENT @ 24" O.C. W/ 2"DIA 2x BLOCKING HORIZONTALLY . APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. AP OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8 DIA. x 10 J BOLT W/ 8 SHEAR 3500#. MIN. TYPICAL MUNICIPALITY 4"to 6" BELOW GRADE r EXCEEDING 10'-0" R302.11 EMBEDMENT 24" O.C. W/ 318" THICK EACH. 3RD LAYER 1/8" THICK. @ 4 O/C, 2 ROWS STAGGERED ( ) @ TENSION 2600#.) d SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS a. ' ° NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD iv • .. 'd FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. ) 2500 PSI CONCRETE MIN.2X P.T. PLAT M Mitt —) I=T I a = FLOOR TRUSS @ 6 xx 6 W1A4 x W1v4 WWF20ROF BERMESH SLAB W/ 6x6 W1.4xW1:4 WEEP SCREED INSTALLED PER. MANUF. — — — SEE FRAMING WEEP SCREED 2X P,T. PLATE c WWF OR FIBERMESH 4 a 6x6 W1.4xW1.4 I e I i--I�I —I --j� PLAN INSTALLED PER MANUF. 1 I I —I I G 1 1 I O Z e a .. ° —°. e . ad - WWF OR FIBERMESH _ _ . _ �4a. ,� .� a • . N d 00 T1TI I J I —I I d . • .. • = T - — — — • ' e • • FINISH GRADE I I Ii' I �, SIMPSON HETA20 w/ (8)10dx1 1/2" • • d; . <o r' ) I —III —III —I I , . _ 2x4 CROSS BRACE @ 48 NAILS @ 24" O.C. INTO TRUSS • •°• III 1— O/C FOR THE OF s • • • _ _ _ —11,11 —T��ll—I—Ill _ - !L— T STD. 90*HOOK END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT (3) # 5 REBAR ON 3" CHAIR "�"� SEE DETAIL) d ° z IN KO BLOCK _ -III=III=III III=III= I o - W/3" MIN. CLEARANCE 4" 1'-8" ( END INTO 2x4 BLOCKING — — _ _ _ _ -III—III I I ° =III— I 1 T _ 3 #5 CONT. ON 3" I • TYP 2-STORY WALL SECTION • • —1 SEE DETAIL 2/D2 FOR 8� I 1,_8„ I r 8" CHAIR W/ 3"MIN. I MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION rs ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. N v o � W co r G C=„ C: y .p bmi- R G ` N A Q i N m m G ✓ C u 3 to to d u m N ea T c E cc u 4 .- O ! r JV R\�ti10 J J"-! s F Ltd to :! 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. M W E M 0 a o U �_ �� 0 =o °° di M 0 � LL Q C J J LL LL ' a � w Z o o @ (V (O WU T �' m w _ co rJ u7 Cl)04 Z a J N r OU 0 Z U)00 WIL pp Z N co o z J a E3 to z Q) S � 4-1 cn fp C) 2 Q A (O U O w g �( _ U) U LL, �—= E In $ ® r I U o "d U)4)016 Q N O o �w M z S 0 z a E o sLL O® OL m F-- o x U"o o U oz Z o E N N i aZ gz a$ xz y� w� .� no C z xaz U "� mU z zc,= c, au J m a ° Q W �z y a 3 0W2 3z C w� a NW W 3 �LL � y �I0 O w� � a= 0 is 3 'M O C rn r0 m V 0 co O c0 � �_ r � co Q CL t U) m 3 N C LO -2 N O N LO N Q p r E j LO00 Z M Z to E r a E U 3 Q p JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. S6 (MONO)