6403 Beverly Hills Dr - Laserfiche WebLink

Browse Search

ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — 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 FO AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX, EQUIL AREAS. FLOOR SYSTEM �ERPL N I 0 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTLU STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 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 SCHEDULE - [RSH] - ON FRAMING SHEET FOR 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 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o= 7/8" CEMENTITIOUS 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. = INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE . � BARRIER SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO STUDf 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)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL - *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)1Od 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 ,TE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT, PLATE W/ (2) 1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2x STUDS @ I ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 WEEP SCREED W x INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 15/32" OSB 71II— EXPOSURE 1 I—x II SHEATHING — —^� PROVIDE II BLOCKING AS REQUIRED PER IT I I SECTION X-X IF NOT FULL HEIGHT SHEET C II II i II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I I T 7 II 15132" F I EXPOSURUREI W SHEATHING II II II x SOLID 2x III III II II II I BLOCKING ALL SHEATHING EDGES (SEE III OPENING SECTION X-X III x II II III C aw II II x E _ I III III II II 11 2x STUDS BEYOND. I I I I SEE PLAN o III II II I II II I I L II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S" = NAIL 3/8" SPACING Z_1L S 3/4 S 112" 7 1/2„ — -I— S e 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" 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 vF"nrai ei ri" . SECTION X-X T�7 sFF �N�v 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.) oFNr,R�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 X* SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y,". U) Z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS 0 4" O.C. wl 8d COMMON NAIL T T @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 01 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. rxn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL �W _ O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER y R y w/ 8d COMMON NAILS (4) 4" O.C. (2) ROWS @ TOP & BOTT. fi r•- 0 `, r~n 00 0) fn LL Z) Z u ~ O(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N & O MEMBER IF GABLE END LL NOTE: e 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" e DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", C WALL SHEATHING INSTALL. S6 & 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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)1 Od 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 / M S6 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 4'-9' 1 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN &NOTES) M =� U 4"x4" INSPECTION PORT AT U_ _i NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Cr a EACH FILL CELL TYPICAL w ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" 0/C BASEBOARD ir, N TO CUT BLOCK OR POUR CURB DUE TO SLOPE DECKING SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT 24" O.C. W/ 2"DIA. @ APPLY 3 LAYERS W/ TOTAL THICKNESS 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" x 3116" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4"to 6" BELOW GRADE @ 4 O/C, 2 ROWS STAGGERED -_ " EXCEEDING 10 0 (R302.11) „ EMBEDMENT @ 24 O.C. W/ HEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1l8"THICK. c . • ., . SIMPSON SP1 w/ 10 1Od ( ) 2"DIA.X 3/i6" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS d .-� .-� -T - = �. NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD iv .' .. a a _ \ FINISH GRADE ib .� FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. W/ 6x6 W1.4xW1.4 2X P.T. PLATE T - - - - i" FLOOR TRUSS SEE FRAMING 2X P.T. PLATE :::XSLAB 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. 6x6 W1.4xW1.4 — I d .. . ; PLAN WEEP SCREED INSTALLED PER MANUF. .. : ° • .. E 'd ' _— WWF OR FIBERMESH = _ I V _'_..a_ - — — r- = — i--�- eo - 2x4 CROSS BRACE @ 48 �' SIMPSON HETA20 w/ (8)1 Odxl 1/2" ��°°''---,_„NAILS .FINISH GRADE O/C FOR THE 1 ST 2 0 OF @ 24" O.C. INTO TRUSS I I • .. • • Me III=III=III I I r- m — STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT — • III=III=III • A (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK _ _ W/3" MIN. CLEARANCE 4" V-8" -III=III I I III= — r (3) #5 CONT. ON 3° `_•_-• 1 1 I = I TYP 2-STORY WALL SECTION j SEE DETAIL 2/D2 FOR 8" 1-8 1 8 CHAIRW/3"MIN. , ;III I I III -III -� I MORE INFORMATION CLEARANCE EBAR ON T' AIR 4" 1'_g" REV. 03.1621 SCALE: 3/4"=1'-0" S'6 W/3" MRN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ry ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'4 S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. r O N O o co N N X r a O ►- �. = U N O Ri ) Iz C (J3 ax._ Q Q 0 3S L N � U^, V � q •� W 3 W N N SZ Q E C 00 > > (L µ r Sa- rf LU W r F LC) r '••.,•.••' -OFESS\0,1 ��\ 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 Engineer's signature and seal. p 1�p� ak ti W N v O J Q "' W it '� W a I yMc� LL a a gLLLL d W = tom°'�g LU w �o m o W cc aK N 04 L < Z OU�y W ❑❑❑ M � V Z N z z z dj CD 'U 0,,,s V'1 c r V7 Z:) '3 U 6 A U A S c co Q 0 N (� ffi m o E E U aO ao oa ►fO� 5z°o a =8 g r� 2Ci � g gS �o �o v z z J� g �i z Z W LL� �L J rn CM (II O :3Cr t �1 T a, U f m (0 N M .� O Ln r Q N T ui T 04 N o z z c E O � a U JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. S6 (MONO)