3188 Nubbin Ridge Ln (2) - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / "Um Ono 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 50'OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE ")C" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE] SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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. > V-6". (ALT:1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8 x (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE 11(#30) 6 x 6 W1.4 x W1.4 (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' " ELEV. 0'-0"INCLUDE THE PITCH > 4:12 0 ° A.F.F. O.C) OR 8"x10' WEDGE ANCHOR @ 24" 2" x 6 W1.4 x W1.4 ATTACHMENTS ALL(2) LAYERS TYPE I OR TYPE II dL IE ° "F OR FIBERMESH "WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT 31/2 MIN. 31l2 MIN. FOR ROOF PITCH 4:12 OR LESS. I p ° ° ° ° ° ` ° ° ° ° a ELEV4-3 1/2' Z �r ° ° ° o - ° ° ° ° ° A.F.F. p ° ° PRE ENGINEERED WOOD ° ° ° ° , ° ° ° 2x4 CONT. a ° ° ° _ ° ° 1/2"(min.)- 4" _ ° . ° 1l2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. _ _ -PI - ° I I, g ° ° a , ° v °o ,T ° •. r °� ,� T ° •. HURRICANE ANCHOR @ EACH _ ° ° GARAGE DEPTH VARIES ° ° 31/2"(min. - 4' 31/2"(min.) - 4' TRUSS (SEE UPLIFT SCHED.) W/ 8" - ig METAL PL. UNDER EA. TRUSS ° ° ° - 4 ° I I MOISTURE BARRIER TYPICAL INTERIOR BEARING (2)#SCON T. 4" 1'-4" ' 8" (2)#SCONT. U4N.0. N'-4 8" SHINGLE ROOF 1•N•0• MIN. TYPICAL BEARING WALL STEP N. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C C rCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR11/2" HIGH -- ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD-,----, ALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 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 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ L N r. °> r � A Y I = Z � Ob co 6 MIL VAPOR-'> z BARRIER t> • r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.CHAIRS TYP. 4" V-8" (2 STORY) UDETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' rO.H.DPAVERS RECESS . �. z . j 4" _ M SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1" (1 STOR)) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. 55 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2X STUDS @ 16 0!C \ 1�M�NN7" 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ cc (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT J ` 7 FOR WALL HGT. <_ 8'-6". (2) NOTE: ROWS 2x BLOCKING @ 3rd PTS 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". _ #5 VERT, IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL @ 2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) I/ 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/(10) 10d NAILS @ EA. STUD 3500# MIN. TENSION 2600# (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24"MIN. LAP] SPACE ANCHOR ) E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F END OF 2" x PLATE WWF OR FIBERMESH r d 2x P.T. PLATE ., w TYP. c PER MFR INSTRUCTIONS � � o . ° . ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° n. FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksij g , p . • 4 MONO OR STEMWALL z > a n • , 25" MIN. LAP [30"MIN. LAP] FOOTING MONO SHOWN p p ,� P ° w ° FOR CLARITY ° ° _ _ 6 MIL VAPOR BARRIER p ; ° - r R 1 7!8" CD p I- III -III -III- III - III -I N z #5 REINFORCING BAR ° III=1 I I -III -I I I=1 I W I I- ? #5 LAP SPLICE (2) #5 CONT. - - - - NOTE: D g ° ' I II I II II I III 111 II I II I II I II N • o ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO (TYP.) 8" 1'-4" 8" *FOR BEARING WALL I-III-III=III-III=III=� � 10" W/ UPLIFT ONLY _ _ _ _ _ _ - -_= I 95% MODIFIED PROCTOR ASTM - - I=111=I=1 1=III=III-III=III=III=1 I I=111=III=III=III=1 1=1 D1557) HEE -�;, , I �I II_1� #s REINFORCING BAR #5 STD. 90 HOOKI �I�I�I� 1Ia14#6 LAP SPLICE TYPICAL INTERIOR BEARING III -III -I 11=1 I I ;III-1 1-1 I- I �- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS K�F� WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH rmin. 4 v a • • e a SCALE:3/4"=T-0" S3 SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . CONNECTION INFO ` ° `v GRADE SEE PLAN FOR " " TOP OF BEAM & LAYOUT DESIGN O _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN co c ° �. n A v a E NCLOSURE �. (2) HTS20 FOR STRUCTURAL -' - "' T � _ BEAM SIZE & N �' d E CONNECTION INFO T ° • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT _ N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS N CO) 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0� J CONT. BEAD SEALA& ° . INTERIOR ° ° -31 ° e CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ° 00 M 6 MIL VAPOR = - i'- BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION i� w SCHEDULE e a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=V-0° S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL 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 W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS i RA a ° € M FILLED SOLID (SEE PLAN FOR - 1 1=111111111111111_ _ ° _ a _ _ 6 x 6 W1.4 x W1.4 `1 SIZE AND REINFORCEMENT) w 0 -_ T WWF OR FIBERMESH ; 11 I I II I I I 111111111111111 1 z BRICK PAVERS or SLAB PER o w cw W 0 0 = -11 =) • • °• -_-_ ° 0'-0" FIN. FLR. COMMUNITY SPECS _- " W ° 4 - - "' 1=1 =1 11=1 11=1 11=1 I I I I I I I=1 I WIII-I 1111=1 1=1 1= OOTING -III=1 I I -III- ' I I -I I -I -I I -I I (, I -1 11=111= BEYOND -1 I 1 III-1 I' - - PAD REINFORCEMENT 3" MIN. CLEARANCE IF ° .. wrfl. PAD INFO. : -- z�i�i�� INTERIOR SEE SCHEDULE WALL SLAB STEP NON-BRG.•KC• COLUMN a 0 0 z z z g ¢ d N N z 4J _� E ra N V O W N � o N� N yy Z WoN� w z a m Au �Z0LL "o P1 o F. ro '• d O75- •'" F 1 0, 4rT O F S S`O%4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (oZ C7 H O 6 Q E o �o a s 7 >m �aR �° O 0 a �0 uo a � 0 no ¢� W= i ao m� zN C p� o ZLL to a� 8 g= Z W oLL N !E W �G r� tttttttl� � W o. �IH o$ zl< U3 0 O ^L, W ■ c N ca -j O Q Cv� N a m r d" o) ■_ z o r L0 T 2 co N N r- �- E w c M N r Z Z E m E 0 a 0 _j ¢ o JOB NO: 19-5904 SCALE : AS NOTED SHEET NO. S3