6569 Silverado Ranch Blvd - Laserfiche WebLink

Browse Search

(1 LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 4:�12� (4 LAYERS TYPE I OR TYPE 11 (#15 OR #30) 012 UNDERLAYMENT FOR 12 PRE ENGINEERED ROOF PITCH WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS ,ZZ-1 O.C. MAX. 15 LB ROOFING (SHINGLES) FOR UNDERLAYMENT SHINGLE ROOF INSULATION— REQUIREMENTS SEE II BAFFLE 15/32" CIDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSTALLATION SCHEDULE ON SHT SNII) PER CHART ON SHEET S3 LUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL I NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS 1 ATTACHED WALL SHEATHING TO 1 1/2" GYP WEI (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER _j UJ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL -i NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT C/) FOR MORE INFO Lu 16" O.C. 2X S.P.F. STUDS = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT, PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER I METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W1 1 Od -j W D LU LAYER 118" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- Z: INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" OIC TOONE SIDE OF THE FLOOR TRUSS FORAIN AREA 100OS(. R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS. r— FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" Y% GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) \t:::8"x8"X16" 112" GYP WB - -.11 CONC. KNOCKOUT INSTALLATION PER BILK. W/11#5 ROD CONT. FILLED CHART ON FLOOR PLAN ff) SOLID W/GROUT L NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LU (.) 4'W" INSPECTION PORT AT EACH FILL CELL TYPICAL LU U) 1 x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD U') TO CUT BLOCK OR POUR 04 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE 71 1 4 . A '4 SH GRADE 00 .4 0? 6X6 W1.4XW1.. 1=1 1E1 I 1E1 I IEEI I I I I 1 —11 1=1 I =1 1 =7 WWF OR FIB MESHI I 1=1 9 :1 .. A STD. 90 -TI J`!jj (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR 4 W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-1 Od x 1112" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W1 8-1 Od x 1-1 /2" NAI LS TO STU D & 8-11 x 1- 1 /2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL BAND JOIST 'USP MP4F @ 24" �: 1\ -- o.c. w/ 12-8d NAILS - \ L 1st FLOOR WAL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ 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. 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 "T" CORNER TYPICAL 'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2"X4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING BOTTOM PLATE/CHORD W/ 8d 5:z ITO -7 @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING --WEEP SCREED PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF USP HTA20 @ 24" O.C. W/ 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)1011 @ EA. END INTO 2" 4" BLOCKING BLOCKING TRUSS & MIN. 4" EMBEDMENT IN CONC. X 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 1 Od @ T 0.( PRE-ENGINEE FLOOR TRUSIC 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 INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 - 1 Od x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0'- RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" �6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION /2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < F-16". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCII @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE x 6 W1.4 x WIIA WWF OR FIBERMESH �6 4*' —111;zqIF I—lm=,111=111FIiITII:.;-:�-''�(3)#5CONT.ON3'- � I III I 11-111— CHAIR W1 3" MIN. 8" V-8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-101" � S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE /- BEYOND -n T 15/32" OSB EXPOSURE1 SHEATHING PROVIDE 11 D 1 BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET Cl 11 pig FLOOR SY S --------- 7r- 7--T--F 15/32"OSB EXPOSURE1 SHEATHING Lu Lu SOLID 2x 11 0 BLOCKING @ ALL ::i C� SHEATHING 0 111 11 U) EDGES (SEE OPENING SECTION X-X) Lu 71 IL C) —F EE ui 23 x- E F Uj -2x STUDS LLI BEYOND. U) Jill 11 11 1 SEE PLAN :� 0 I Ij- IL "-�.4 P.T. BASE --(D--'HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEENFLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM -------------------------- 4 FT. ----------- ---------------------- I 4 F T 4 FT. (D 2 2,/ ------------------------------------------------ 5 FT.1 4 FT. / , 5 FT. 4 FT. F -------------------------- ---------- A/0 (D 0 4 FT. -------------- (a) @ @ z 4 FT. 1 0 4 FT. ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) 0 Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6"0.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" D.C. ON EDGE AND 6"O.0 IN FIELD U) z ZONE 3 8d RING SHANK NAILS @ 4" D.C. ON EDGE AND 4- O.0 IN FIELD 0 q, z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING - LL SHANK NAILS) 0 , NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 0 Lu 0 Er LL r (5 a SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 0 0 U) PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 0 U) M I D U) LL Ir STUD AND OR BLOCKING AT ALL EDGES. u) Lu 0 LL Lu 0 u_ M: rr u- A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" I 1 3/8" "S" = NAIL 3/8" SPACING /4" 1 1/2" S 1/2"' S - - - - 1/2 S 4S, WALL SHEATHING INSTALL. & NAILING SCHED. NAIL AT BASE 2 ROWS @ 4" D.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL O.C. STAGGER ALL VERT. JOINTS & NAIL @ 4� W18d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4- D.C. @ (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSI3 FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" D.C. STAGGERED SECTION X-X 44 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR Tx`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN �4 \\—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 (2) 2X SILL PLATE W/ MP3 CLIPS EACH SIDE 0, 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 21 — R 'PICAL\ 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E A 4 A 4- I JE EI'd (3) # 5 REBAR ON Y CHAIR 4" .1.4. W/3" MIN. CLEARANCE ALTERNATE FOOTING -----T ---- T F @ WOOD 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9- (2) (3) (2) (2) (1) USP LSTA30 9'-16' 1 (3) 1 (3) 1 (2) (3) 1 (2) USP 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. -USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. E FINISH GRAD 60 (D z lEd - SCALE: 3/4"=1'-0" C-1) < (D Q) C—/) LU C) Lj-j 0 Lh 0:� L/) =) F- E 0 Cn (a M 00 CN Q M 0) Cl) E 0 0 C C', E2 :2 - 0 04 2 Rig r 45 C) (4n) 0 q U- 00 5 d �� 0 4) CLCD -,,e -, l'- Lo 0 < 0 "t 0. 0) A I 8 D. N C B D C X W M Lb -4 1 4 CAs...... 4� - . 16, -1 - ;-' "' , r- z-W :t-,- Ix, - � 'C' " lie U- J., 0 r)" rel, LU' > -.N LU n AL 0- LU I j -,- - �S;l z . 0 R 4 :-#A ca 16 0: Ca z Z U1 0 N!E 0 , L'� (D To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Eluilding Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) 0 z r-4 0 cu r-, 1--4 4-J C:) 10 — :3 C:) > (n M � M 41 fu Ln `0 — I- W N cu Ln z CL Ce (D' � fy) fo -j r-L 00 E z z LU WC:) -j C:) 0 W z W U- 0 LU Z U r- 0 z z 0 0. v Z >- U 2: < < W z W, C) 84 0 Lo 0 LU o4 F- R z z III LU W W I C) Ln r*4 r*j Ln Z� 0 < LU �- 3: Ln Se Ce z U 0 0 LU 0 0 0 Ce U �Lu 2 0 z. -0 M z z :CDY 7: z W LU 8 =) 0 z 0 LU - < 0 -j > 2 2 >' 5 LU 0 LL Z < W W 2: 0 < 0 0 =) cyx U- U) 2 z 0 11 -i -1 0. LU < W 0. < z Uj z > 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: IFFLORES VERSION NO. 1122 JOB NO: 16-6649 SHEET NO. S6 (MONO) 'j A