39724 Harmon Grove Ct - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 t� P') VARIES / INS 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD Z/�TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT '1----�-8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-� COMP. SOIL. ' (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT.--1/V-4" (1 STORY) STD. 90 HOOK (SEE U.N.C.N CHAIRS TYP. 4■ V-8" (2 STORY) DETAIL) U.O TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIO NS) 1x4 P.T. BASE NAILER 4"x4" INSPEC TION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"" BELOW GRADE .� E � r ° Q 6 MIL VAPOR • BARRIER � p �r 1 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB —� BLOCK WALL BEYOND 14 T 0 , H * D * RECESS = �z L01 IF II= SEE A/S3 OR J/S6" FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STOR / l'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOW GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) lU (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Ag @ 6" MAX FROM END OF 2 x PLATE E 6 x 6 W1.4xW1.4 r WWF OR FIBERMESH 1 8- 1 — I IT— - L ' 8„- I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. ,vr 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'- 0" (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F.'qv O.C.) 211- ° ° 4_ ° p z MIN. ° a ° aELEV. 4-3 1/2" �31/2" ° d a ° 2x4 CONT. ° ° ° ° • A.F.F. F.F. p LL ° - / a a O N ;O P d ° 31/2"(min. -4" GARAGE DEPTH VARIES c Q ° ° a — I GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS N , - 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN I> p o 00 FOR CLARITY ° C> _ _ _ _ I —I I=1 I I —I I I —I _ I I —I I I_ i I —I I I —I I I —I I I-1 I I- z ° 0 0 0 ° I> p NOTE: g ° o 111111111111111111111 F9 I I I I I I I I I� N *FOR BEARING WALL I��IIII��III��III��III��IIII I r W/ UPLIFT ONLYrr=r— ,ii—III_—i-I-I 71IIT—i FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" e n A • a 00 SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16' PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C -Vr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/811 x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ 10 10d NAILS ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2° 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Men V-11 -I1--Ihll. IN ffi (2) #5 I NT. m"�'11 P-`41 (2) #5 CONT. 4n 11 1, 8 U.N.O. 'Y MIN. U.N.O. TYPICAL BEARING WALL 0 STEP (@ SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" S3 J SCALE:3/4"=1'-0" Gam' •. PE�'� c� M 2x STUDS @ 16" O/C �N�MW7s \ INSULATION PER FBC AND ENERGY Go�N�O FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR -T •40kSj JFINISH GRADE tO -- - �Il�ll�ll'� 1-► ' ' -I — #I!011� VAPOR6 MIL BARRIER -ill. �11 I�I�11�11 REINFORCING Ili �ll�ll�ll OR I ' � , � � � 1 �- • • • �' � �II�11�11�11�11�11�11= 11:i011�114§11�11��11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT BLOCK WALL BEYOND �...' .. •.: ' '.: a INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT A. : 31/2" 13 O.H.D. RECESS E:6 , GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN •`' �. -' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ;' ;•: .� °Q TENSION 120#) CONCRETE SLAB E 4" ` 6x6W1.4xW1.4 c`Q ' ' •.' ::' c m WWF OR FIBERMESH co : a. SEE A/S3 OR J/S6 M 6 MIL VAPOR FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER V-4" (1 STORY) V-8" (2 ST RY) 411 4" GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ADDITIONAL INFORMATION. .— 11 •� � •1 it NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE w co w a m REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. = . CONNECTION INFO SEE PLAN FOR = &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN ;? (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2"4 P.T. PLATE 7/16" o.s.s. COLUMN LOCATION S R BTM I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE 6x6 P.T. #2 SYP �w ABU66 CO 2x4 MY ECU E . . . PT LA E SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN = w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER V-0" FIN. FLR.jk COMMUNITY SPECS • �' • • ICI ••4 • SEE FOUNDATION '• CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 314• = V-Or CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH 1 r (2) #5 CONT. ON 3" CHAIRS 8n V-411 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S31J/S6 J g" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. le M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. M 69GRADE — — a ° 0 I I —I I a a —I I 4 1 I —III —I z= M I —I I I —I —I I1=111—I I1-111 w 0 0�_ I I I J I I I- a o� I I=11 I=111 Z U- U =1 14 c �' 11=1 =111=III=III=III I I =1I1=1I I—= FOOTING I III —III —I 11=1 I I —III I I I=111=1 I I_ 11111iI111T1II11 111 ,11-III-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 •r` `a S - �•"� 1� •iJJ �1� 'i•- LU w ESSko't r'r "ww f l 111100,11, To the best of the Engineers knowledge, information and belief, the stnnxural plans and speaficabons contained within these draMngs comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q p cs 8 N.pp N iR O M r, C# cp U. Lo N s N a rncTI � U. Wa U. 0MM W fA M LL u- d d Z -g„z�o 0p3 R2o co a, Z m N�02 In N � J CL 0 U z O11❑ w 0 0 z z I z L ¢_ — In 13— N .� z 0 LL G XN .0 p O W W V) W� �Q N sr a M M W Z _r o_ Eg � n rc oCL ° ro� O E ao & N WS <O Z w Cox L ns - ❑ s m0 ZLL >� W N Iq- W W�� U a ci3 aLL N a v W B 00 pa„ m c0 E L- d- n N r 00 p� N E eo M � T rri o Z Z E OC a U a p JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. S3 (MONO) i i