3038 Nubbin Ridge Ln - Laserfiche WebLink

Browse Search

L- y(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-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 & ci_ @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" FOR UNDERLAYMENT 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °Q PITCH > 4:12 n . a . (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT °' . c FOR ROOF PITCH 4:12 OR LESS. D r p REQUIREMENTS SEE R905. PRE ENGINEERED WOOD A. TRUSS @ 24" O.C. U.N.O. - - 12 HURRICANE ANCHOR @ EACH T (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 81- - r METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLABILL S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 7Pr 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 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) '/7 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE 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 (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.C. 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 (TYP.) WALL�HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL `'' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2„ WATTACHMENTS 2„ WF OR FIBERMESH WWF OR FIBERMESH (-31/2" MIN. .31/2" MIN. a° ° ° ° ° ° ° ° ° a ELEV. -0'-31/2" ? l ° d ° ° 6, ° 2x4 CONT. ° ° A.F.F. g ° " " ° ° ° ° ° a ° . e a 112 (min.)- 4 e / ° r 1/2"(min.)- 4" GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" - 31/2"(min.) - 4" - ° ° ° ° ° d. g ° ° ° ° 4" 1'-4" 8" (2) #5 CONT. 41' -4 8" U.N.O. MIN, U.N.O. MIN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 J "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M 0 2x STUD c s SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY J (1) ROW 2x BLOCKING @MID HGT. CEILING & W O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. s 8'-6". (2) ROWS 7 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SID1/2"E GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3l8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 wl SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"1 "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 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 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) " WALL SEE GG/S3 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# TYPES MORTAR ) (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 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH w/ (10)10d NAILS = WEEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH - ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o oo FINISH ASSUMED FINISHED :E #3 OR #4 REINFORCING BAR ° 1x2 PT WD FURRING 24" O.C. ' ' GRADE N �- ° ' ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a tr a . @ [GRADE 60 MIN. F - 60ksi (1) #5 VERT. IN FILL MONO OR STEMWALL z cn ,, FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] ] a D - r T? 1/2" GYPSUM WALLBOARD 2 CELLS (SEE FOOTING MONO SHOWN o w ° LU U.N.O. FOUNDATION PLAN FOR CLARITY D t> _ _ _ °O 6 MIL VAPOR BARRIER °s. °x. R 1 7/8" �' FOR LOCATIONS) o ° P = 1=I I= 1=1 I r I it z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER D ° III -I -III-III=1 I I=1 I = ? ° r #5 LAP SPLICE (2) #5 CONT. - - 4"x4" INSPECTION " PORT AT EACH NOTE: g ° ° III -I =1 I=1 I=1 I=I 1- - " 8" 1'-4" 8- *FOR _ 36 MIN. LAP [36 MIN. LAP] ON 3 CHAIRS 31/4" BASEBOARD 'FOR BEARING WALL =III=III=III=III=III- COMP. SOIL. (COMPACTED TO - ° (TYP.) FILLED CELL TYPICAL _ _ _ e - W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ __ _-I' 95/o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ - �- D1557) ' 10" M AT GARAGE CONTRACTOR I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I MIN PSI MAY VARY PER _� 11-1 I -I 1=1 1=1 11=1 I=1 1=1 1=1 11=1 I -I 1=1 1=1 1=I 11-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE 1_1� 1 111 1 1� 1 1 ;III-III-III-1 i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION (*D� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.,+ WWF OR "FIBERMESH" CV ay - DECO FINISH 4" to 6" BELOW GRADE 'II a z00 _ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > �• z min. 4" BARRIER D .f p ( z C14T ° A < v GRADE COMP. SOIL. a = °O (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S E N ENCLOSURE ASTM D1557)� 3" MIN. CLR. - (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z M . r °Q , r4. SEE A/S3 OR J/S6 T 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. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E v M •` . 4 ..: 09 4" SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) VI (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 71 M 6 MIL VAPOR BARRIER 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 .- BEAM SIZE & CONNECTION INFO I l l 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w g SCHEDULE � Q w 6x6 P.T. #2 SYP g w LU III ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) '- FIBERMESH M WWF OR FIBERMESH ° A A_j BRICK PAVERS or B PER 0' 0" FIN FLR COMMUNITY SPECS 4I L4 J INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 IRV ------------- �E SEE A/S3/J/S6 J -` 8" FOR REINF. INFO. � OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 _GRAD a ;III=III ° ° °. 1=III alll=III=1' z w -III-III-III-I I W o w n= I 1=1=1 11=1 1 1- Z 00 III FOOTING-III-III=III I -III-III=_;LU III III -I i I -III -I I 1=1 I III -III -III- 11-III=III-III=III „II III=III-' BEYOND PAD REINFORCEMENT " _1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Y�011,,VN10, 0 . l' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Floc da Building Code - Residential 6th Edition. Engineers signature and seal is only for fhe structural engineering portions of the drawing pages bearing Engineers signature and seal. r g 8 OpoC N Lo 0 to � - - N C - LL 5 u- LL LL d Q 0W ai .� r' ii a 0. > 0Q Z oU)c',mX mopm W °`r iP Z CL �OV i°0 CN,<Mz ❑❑❑a z C,4 z g Q CL- N to z lSL U o a OW 0 N c ft3 F•- U m , U � ■ Cl) M i W Z U_ ceE io a E O o� u z z0 o a O 4 7U � o CV n, CO o Z ins J a�w a 8 N g W T Nw NJ �N 3:0 L ui N 0 .> c a N ^ a o O 70 CO 70 s 2 r � O CON M L N CM �,; M o Z z E O E 42) w3 c lt7 a. U J v Q J JOB NO: 20-27,M SCALE : AS NOTED SHEET NO. S3 (MONO)