39769 Harvest Creek Ln - Laserfiche WebLink

Browse Search

I ig Q 01 Go IX J 0 g' A a N N 0 c�1 0 0 0 N G a ME- V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD '• 11), A. TRUSS @ 24" O.C. U.N.O. a ' ° ; > 4HURRICANE ANCHOR @ EACH &FIr TRUSS (SEE UPLIFT SCHED.) W/ ° e 12 METAL PL. UNDER EA. TRUSS (NIP') VARIES MOISTURE BARRIER = SHINGLE ROOF 8 " - ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.0 SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS LOAD BEARING OR 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M,U. TYPICAL SEE CC/S3 OR N NAILER G/S3 FOR ANCHOR BOLT INFO. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) "SIMPSON SP1 ARCHITECTURAL wl (10)10d NAILS FINISH TYP. 1x2 PT WD FURRING @ 24" O.C. t 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) D 1x4 P.T. BASE NAILER D ° I I — 4"1 INSPECTION NOTE: g ° D ° DD 11111 I 31/4" BASEBOARD PORT AT EACH "FOR BEARING WALL _ I — FILLED CELL TYPICAL W/UPLIFT ONLY _= MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I I=1 11=1 I=1 I=1 1=1-1 11=1 1=1 11=1 1=1 11-1 I(=1 I MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR =-I I I=I 11=1 11=1 I —I 11=1 I I=I 11=I I I=I I =I 11=11 I=III= "—' l MUNICIPALITY. CURB DUE TO SLOPE —III=I 11-1 I I-1 I I —I I F_ 11=11 r 11; ;-� I I-1 I I — "— CONCRETE SLAB W/6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR "FIBERMESH"B DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/ EL OW GRADE � SLAB INFORMATION. � M �, ° y 1 00 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► r ? min. 4" BARRIER D; p 1 N °4 A. a COMP. SOIL. '- 00 (COMPACTED TO 95% _ (1 MODIFIED PROCTOR — I S( ASTM D1557) -aiI - 3" MIN. CLR. — (2) #5 REBAR CONT._/1'4" ON 3" CHAIRS TYP. (1 STORY)l STD. 90 HOOK (SEE 4' MIN. U.N.O. 4" 1'-8" (2 STORY)[ DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-( OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEY PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14 O.H.D. RECESS z 13' O.H.D. RECESS PAVERS 217. 411 J. SEE A/S3 OR J/S6 SEE A/S3 OR J/S6iT FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE (1 STORY) / 1'-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 ST RY) 1' " (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,1.1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �r 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. U(12) 10d NAILS U.N.O. _-A zz I 1 SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8110 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" - - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD " SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F.OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2 WWF OR FIBERMESH WWF OR FIBERMESH C lR 4 ° ° ° ° ° ° ° ° ° ° 4 ELEV. -0'-31/2" Z �31/2"MIN. �31/2"MIN. a ° 4 ° ° ° ° �. A.F.F. p ° ° 4 2x4 CONT. ° ° U_ ° �. ° ° ° ° g ° ° ° N ° e e ' 1/2"(min.)- 4" �+ > e 1/2"(min.qA' ° I 1° • 4 ° ° Oo ;0 u 4 GARAGE DEPTH VARIES ° ° 31/2"(min. 4" a 31/2"(m n.) - 4" - — ° ° 4 ° ° ° (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. 411 GARAGE SLAB AT STEP rB U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL("C� @('CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 VOID 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING PCs r OR NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 0 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C ON "N10 S INSULATION PER FBC AND ENERGY �/ C 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /� INTERVALS NOT EXCEEDING NOTE: 10'-0" (R302.11) STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 '. IN FILLED CELL � �� ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. I" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 10d NAILS C. VERT. BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 MIN. 2500 PSI CONCRETE SLAB W/ " EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 20 MIN. LAP [24" MIN. LAP SPACE ANCHOR 3500#, MIN. TENSION 2600# ! 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE " � #5 REINFORCING ) EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH ; E PER MFR INSTRUCTIONS =D FINISHED #3 OR #4 REINFORCING BAR v o e u GRADE 40 MIN. Fy= 40ksi a s . N z_ #3 & #4 LAP SPLICE Z p e FINISH GRADE °O 25"MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy-- 60ksi] a — A [ I — T w _00 w 6 MIL VAPOR BARRIER _ e #5 REINFORCING BAR R 1 7/8' �' III—III=1 I- ? #5 LAP SPLICE _ — (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP) ON 3" CHAIRS III=1 I=1 I I= N COMP. SOIL. (COMPACTED TO (TYP-) 8" 1'-4" 8" =III=IIIt0° -.i 95% MODIFIED PROCTOR ASTM I I is --- D1557) NPITIL V.4" V 4° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. S3 SEE PLAN 1 1/2" RECESS FOR —V� I VAR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. _' CONNECTION INFO ° SEE PLAN FOR " _ " TOP OF BEAM IV & LAYOUT DESIGN n v N \R w/ OPT. SEE ROOF PLAN ° ° • M c NCLOSURE (2) HTS20 FOR STRUCTURAL E _le _ BEAM SIZE & CONNECTION INFO M ` d' a L )3 1/2" GYP. BD. P T 2x l' I I 2x4 #2 SYP P.T. FRAMING w/ -rM MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cr- a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o N CONNECTION INFO. SLAB STEP & RECESS S.G.D. r1M CONT. BEAD SEALANT S3 0 � SCALE: 3/4"=V-0"elle, • • A' • ..: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS 4. 4.. -3 1/2" COLUMN TO PORCH SILL " MASONRY WALL AND ' GARAGE AT 8 O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS 8-O.C. ATTACHMENTS EXTEND FILL CELLS @ c J EMBEDMENT @ 12" O.C. TO FOUNDATION PAD E STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 7 = w/ MIN. (2) #5 VERTICALS z A a ° TENSION 120#) CONCRETE SLAB E -�, FILLED SOLID (SEE PLAN FOR 711 1=1= _ ° a 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c7 ;III=1 I ° °� =1 1=1.I=1=I' I —I I —I III�1 I I=1 I FEI I I w ' WWF OR FIBERMESH ; z w :III —III I_ I=1 I- I z J_BRICK PAVERS or SLAB PER S o _ z 0'-0" FIN. FLR. COMMUNITY SPECS "' Cl)6 MIL VAPOR _ — _ I-) =III=I =III=III =III=1 I I==- FOOTING BARRIER — III -III—III—III= I I —III III=III_=III- U i t-1 I—I_I I—III=1 I „I_I -1 11-1 I I—' BEYOND PAD REINFORCEMENT �i 1=I 1=I —' 3" MIN. CLEARANCE 4" 4" CONIFOUNDATION . (SEE SCHEDULE) FOOTING WIDTH • SEE SCHEDULE INTERIOR WALL SLAB STEP NON—BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL N SCALE: 3l4"=1'-0" aaue: '' _''-0' S3 �SCALE: N.T.S. S3 C= r� _n 1l - I _u C=�) �/ • r V 0. Xl�. '� • F Ira •'' �' rlr f r l l I I 11 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 stnuctural engineering portions of the drawing pages bearing Engineers signature and seal. W $ °o n ik 0 Lo LL u" wa 0 rn1 Y) t� 32 -U Lu LL ti ii 5 W W �wro �CIPrn zMZ IL a = W OU _jy OD❑ 0 v z_ 5� z gf z N 0 4-J LU 0 c w c � 0 a S� w E E O 0o $ w� Z° Z (U ~ E¢o O OY oa U OU C14 o z � c ZLL gz 8 arz W U p 1� � Wj % �2 O Lo a, W � C J N C Y 0 m U 2 04 T c0 O O� N rn e] M z z d E O c U y Q p JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. S3 (MONO)