39748 Harmon Grove Ct - Laserfiche WebLink

Browse Search

3 x a c d 0 0 J Cb i N Zz 1r c 00 0 I N i 3 Q 0 O i S. E 0 0 J r7 0 v U O i c 0 a 0 J r7 N N LC S a O 0Ln b 0 0 0 g Y m 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS 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 I INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 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 CV (1) LAYER TYPE II (#30) (2) #5 CONT.O 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o PITCH > 4:12 o p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT - I I —I —I m .0 I —I I —I I 9 FOR ROOF PITCH 4:12 OR LESS. I —I T—III I ' '-'-�I PRE ENGINEERED WOOD 1 ' �I ff l III = ° @ 24" O.C. U.N.O. (= I= I=� pill - TRUSS I ml ZZ HURRICANE ANCHOR @ EACH = �4=III I I II I- TRUSS (SEE UPLIFT SCHED.) W/ gll - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS --------ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7Pr I I 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 5 „ „ „ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( ) TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.CJAND' W/ (1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. °�3 1/2"MIN. ELEV. -0'-31/2" z A.F.F. S u ° 1 `` I I-III-ITI=T31/2"(min. - 4" I=1T_(--I I/2"(min.) N _ ' p ° • ° —I I —I I IT '� I ) 31/2"(min. 4"� I_ —� 1TI=1 i� 31/2"(min.) - I -` 1Tf I= —I fl lTf=1T —T (2) #5 CONT. 4„ V-4„ 811 (2) #5 CONT. 4' �-4 8 U.N.O. MIN. U.N.O. IN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 P�5 M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" °� 3RD LAYER 1/8" THICK. K.O. BLOCK 10 10d NAILS ( ) @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T, PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM "' SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE r 2x P.T. PLATE ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Uj GRADE z 60 M U #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi m [GRADE 60 MIN. Fy= 60ksi] a IT�III—IIII z o FINISH GRADE 25" MIN. LAP [30' MIN. LAP) a a D • (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< V-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 M 1 -- =1Ti=I =1 fl= I I TIT IIT=III f ;— ° D °D Uj 1> D - O0 6 MIL VAPOR BARRIEIRI-I T I I ° - _ = I OPR 1 7/8" U)r - #5 REINFORCING BAR I—III—III—III—III—III—� � _ N z ° III —III —III —III —III —III- z I r #5 LAP SPLICE (2) #5 CONT. 1=III=III=III=III=III=11 I g 2 III —III —III —III —III —III N o ° COMP. SOIL. (COMPACTED TO - - - _=1 95% MODIFIED PROCTOR ASTM�1=1 1 =1 =1 =1 11=1 1=1 =1 11=1 1=1 1=1 11=1 I H I 1=1 I I I D1557) =1 =1 1=1 I —I i 1-1 I —III —I 1=1 I —III —I 11=1 1=1 1=1 I I- 4 1.4 MUNICIPALITY. CURB DUE TO SLOPELLJ (— CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � BELOW GRADE S3 SLAB INFORMATION, IIII'00 M I - = 1-� ° i III 6x6W1.4xW1.4 o° I I- - Z C9 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ III— � min.) 4"--,, BARRIER - D ; 4 ITI _ �i GRADE COMP. SOIL. ° (COMPACTED TO 95%(- MODIFIED PROCTOR I ITI TTT I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M —TrTTTI I I III •' "r y�r=TS-;= TrT _ �11 1fl� 4" III III 60 4 I . • T I f - �ffG� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 -(1) #5 REBAR w/ OPT. 11=SGREFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS C\t ' T Cl) }— N I a .: . 11T—II �II�T T1�jT 8- 0 NI r Il -I I F— I T I _I SEE A/S3 OR J/S6 I I III FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT •=' a INTERIOR -31 /2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m co 6 MIL VAPOR L BARRIER 11=1 —II 'i I I ' 11=1 _,I I I I i Tff T�G�T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. ON 36" MIN. LAP [36" MIN. LAP] 101, P3")CHAIRS 8" 1'-411 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF FIBERMESH F OR FI 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - IN ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a - • -� TOP OF BEAM SEE ROOF PLAN ° - '- -- (2) HTS20 FOR STRUCTURAL :.- n m m BEAM SIZE & CONNECTION INFO _ I' I • • I I�; 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 gll z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I w ti SCHEDULE x § SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. J oLU W ABU66 SLAB STEP & RECESS S°G.D.rM SCALE: 3/4"=V-0" S3 ,) 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD d MAT REINFORCING. M CONT. BEAD SEALANT W1.4 x W1.4 , T WWF OR FIBERMESH r M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 - c� z w= a w 00 _ " � GRADE — a - —_ — — a d _ ;III— ° °•= = = =' — — — —I — w z -III=1 • —�'— • �• —__ —___ - z_ ¢ �; — ° M Q I ((—�- 0-0 FIN. FLR.r IV I I —I —III—III—III=1 I I I I —III —III =- FOOTING � Illiiil�liiilll��llll BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 :. s I '•, UJI To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F®' E 00 8 O O CJ N f0 N N 4Jk `® qV y Cq � CS,W U_ 8 N a >> U- J a LL N �4 QjMM cU U_ ii a a 0 'j° 113 J -6 L@ v :,z O O F i W W Z IL w o o5 o�oa - m O CL ofaN M Z 0 Z N O U U J ❑0❑ W z N z z o N M Q'll c7 0 lL _ 111 o OLLI �N o u•. t6 �- U W `-- _ E �S I L U o y o w M M � � U_ Q E E zo as 4= >a <� �® U 0. x0 ii¢ jU U �¢ OC"I <� <o wZ (� ci o m� 0 z� c) J a ° z a 3 CL 3 g S LL g° a �w O O O WF E00 a = V zoii la ° 3 N 04 m� ^L1 m W CU U 00 N r � ' O O n.-. 1..� U �+ E r N (0 O 00 rz rn r 00 0 m E M Z E CD a U Q O JOB NO: 20-6226 SCALE : AS NOTED SHEET NO. S3 (MONO)