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w d- N >xl m O Cl 0 N LO 0 -d I N M CV N 0 O -d- 0 ton C) 0 c 0 Ih O i C a E �y N E 0 x c i a 0 J f LO 0 L Jj 0 0 a 0 rn :3 0 d z CD 0 z m N SIMPSON LSTA24 STRAP w/ (8) 1 Old 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 �� (2} 1 Qd (� 6" 0. C. �� CONTINUOUS TO BOTTOM RIBBON g (2)- 2x TOP PLATE WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, � Y V.lr., L f1VVtlJ J I /"llal]CfSCU NOTE: EXTEND SHEATHING TO \L ALL 2nd FLOOR WALL ------, BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W/ x (2) -10d @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS BEAM/GIRDER WEEP SCREED Lu INSTALLED PER. MANUF. o ° SIMPSON HETA20 w/ (8)10dx1 1/2" J X NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST / 1 FLOOR TRUSSES 15/32" OSB EXPOSURE F SHEATHING w SOLID 2x U� C BLOCKING @ALL a C SHEATHING 0 EDGES (SEE OPENING SECTION X-X d C x Lu �w x E 2x STUDS w BEYOND. SEE PLAN O ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOTuj PENETRATE SURFACE MORE THANy". I I Fa- z QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z IL i © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w! 8d COMMON NAIL. 0 OD NAIL INTERIOR AT T' O.C. w/ 8d COMMON NAIL. I U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL 0 0 Iw— O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y 4 � O E w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. a 0�F-00U) y)i FO () °o" 0 @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL CO LU N w 0 0 It MEMBER IF GABLE END 0 w 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 SURFACE MORE THAN 1!8". SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION g 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"=V-0" 56 SPACING FOR ADDITIONAL INFORMATION. S 314" CJ 1/2" 1/2" SS 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONS SHALL BE MIN 2x4#2 FOR UNDERLAYMENT NAILS TO STUD & (8)1Od x 1 1/2" TO BAND SPF TURNED VERTICAL w/ 7116" ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 PROVIDE CONTINUOUS FLITCH PLATE TOw/(2) 12d COMPONENTS TO BE IN ACCORDANCE JOIST AT EA. STUD (8)10d NAILS TO TOENAILS EA. END. NAIL FLITCH w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS 2nd FLOOR WALL TO MASONRY BELOW 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS 2"x BOT. PLATE W/ (2) Sd NAILS @ 3"O.C, SHINGLE ROOF, SHINGLES TO BE IN (2) 10d @ 6" O.G. FLOOR SYSTEM STAGGERED FOR SHEATHING ACCORDANCE w/ASTM D7158-CLASS G or VFRT�a 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, SECTION X X FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSHI - ON •� NOTES: USE BAFFLE FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4&EXTEND SIMPSONMSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO CHART ON FLOOR @ 24" O.C. BOTTOM OF RIM S6 & NAILING SCHED. PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA „ ONLY. 6 1/4" x 21/4" TITEN MASONRY WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 ( ) BOARD PER CODE W/ 1 3/8" DRYWALL NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS WALL PER STRAP CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO JOIST AT EA. STUD FFA p0/� 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY Gq�, 2-ROWS 12d NAILS O.C., 2 ROWS STAGGERED @ 12" 0/C EACH TO PLATE S.P.F. T) SIMPSON SP2ATTACHTYP. @ STUDS 1X2 NAILER 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL FACESTAG EKED 12" O/CNAILS EACH TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A I— WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S.2x CRIPPLES w PLYWOOD SHEATHING @ SCALE: N.T.S. S6 S6 @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR I -'-I SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION LU 16" O.C. 2X S.P.F. STUDS 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 t APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER r (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD c —/ H LAYER 1/8" THICK. S4 . 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od UJ 1 Od NAILS @ INTERIOR HEADER: w _ 1 COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER 8" O/C TYP. BOX HEADER ( ) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB � CHART ON FLOOR PLAN DOUBLE 2x • EXTERIOR HEADERS: (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.O.) 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 • OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 w/ (6)1Od x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT 15/32" OSB EXPOSUREI SHEATHING x PROVIDE X- BLOCKING AS REQUIRED PER D a SECTION X-X IF Lu NOT FULL HEIGHT SHEET C r/) z M G FLOOR SYST ER PLAN 0 S e 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 & 8' O/C WALLS OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) _41 CORNER TRUS STRAP 2x4 RIBBONS 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS OppTF�QjO� / /N�'i BEAM SEE PLAN FOR REQUIRED "T" 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 1'4 1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16' CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHARTLOOR PLAN SOLID W GROUT ONFTYPICAL "T" AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL rM BAND JOIST TYPICAL FINISH „_ ,- SCALE: N.T.S. S6 SCALE: 1 1/2 0„ S6 S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) On w NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING U_ =1 EACH INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZON T SCHEDULE SEE DETAIL C/S6 FOR MORE INFO = ii EACH FILL CELL TYPICAL SECTION C/S3 FOR u I ADDITIONAL INFORMATION SPECS ON FLOOR @INTERVALS NOT 1x WD FURRING @ 24" O.C. o- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE EXCEEDING 10`-0" (R302.11) 2X STUDS @ 16" O/C BASEBOARD LO TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ N 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT 24" O.C. W/ 2"DIA. MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY @ APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4'to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 10'-0" R302.11 EMBEDMENT 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8"THICK. ( ) @ TENSION 2600#.) c G . ° °. 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 ° 4 a °a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. 2500 PSI CONCRETE MIN. TYPICAL TENSION 2600#.) 2X P.T. PLATE °. _ SLAB W/ 6x6 W1.4xW1.4 _ FLOOR TRUSS _ _ _ 50 2X P.T. PLATE 6 x 6 W1.4 X W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. _ SEE FRAMING WEEP SCREED I_I—II°. e III==I I I —I I I d° .. ; q 6x6 W1.4xW1.4 ° - III —I I I I III—III=�- PLAN INSTALLED PER MANUF. a ° WWF OR FIBERMESH _I I11=III—III—I I I I °III —I I —I 1- r ° a ° < T < "' —_ °° I �=III=I I III I I I LI_ SIMPSON HETA20 w/ 8 1Odx1 1/2" — — ° — — - T ° " FINISH GRADE = I. 2"x4" CROSS BRACE @ 48" „ OT I I=I I I= " -III=III=III=I a ° • . "° — — O0 O/C FOR THE 1 ST 2'-0" OF NAILS @ 24 O.C. INTO TRUSS I I —II ( _ ° : I —I —I I IT -III=III=I I ( I I , „III —III- STD. 90°HOOK END WALL W/ 2 10dx3" EA. BLOCKING & MIN. 4" EMBEDMENT —LI I I I = .. ° _� III- — — ° ° —) o z (3) # 5 REBAR ON 3" CHAIR O @ a A. III —III_ (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK I; —III— W/3' MIN. CLEARANCE 4' 1-8 T. I I� III —III —III —III —III I I -III U11 I I - -(3) #5 CONT. ON 3" �I I 'd —ITYP 2-STORY WALL SECTION sEEDETAIL2/D2FOR $ "'—�i 8 "' "' 8„CHAIRW/3"MIN. III MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4"8I REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION. R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O° S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4°=1'-0" ry SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. 0 .o O > W LV of s o =.;m N .G ar to d 6 GT v x*a i9 ai o � o ca av � sa M CV 0 N N 0 U-> 0 -0,P�b• i I- 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W O E U MEN yy V ®/p� C_DN go Yy•� tI) � r � � J Q N C J � w Z0 z 0 wI°o W0n�O^j6' ALz LLW L0 M Z m w - V N O U _ o0 z ❑ ❑ CD M N P90 o z o eC v) - N M a Cz v(D �4--J_ 0 w coC U 0 U, o U in— 8 _ d ElmU p N <Cc 0 N O) O Milo o M a0 �y z Z Q i c G mza . <R sa ® � U o� z ze ❑a H !O 1O 00 a E �0 a °z c�P r0 a °z a z w z c3 ¢z .0 mo ZF m J n z 4 � oONE �m �o Co 2< K az mw ® m 0 = M 0 c C:) g—J.— T > (y 0 ca 0 (o LO T :3 N a LO Cr N n U W J a, m LO L U M C:) m O c) L LO v, LO 0 Z jai Z E E t 0 T c`o @ E U zs M Q p c c JOB NO : 23-04906 SCALE : AS NOTED SHEET NO. S6 (MONO)