6608 Wagon Trail St - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') 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 INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I MI I '=I I FOR ROOF PITCH 4:12 OR LESS.- ' �I ICI I I —I I _ PRE ENGINEERED WOOD 11-1 IFLI ( I I�—� — — —,III- -]I I I=1L=I TRUSS @ 24" O.C. U.N.O._ t- f I I I —III —I I I I �I I I II —I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING 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"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 2x SUB FASCIA 2x #2 SPF STUDS - -I @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE i, 5/8"OR 1/2" HIGH STRENGTH -/ TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5/8"O .) /2" HIGH GYP. TYPE H @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-T. SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP SPT22 CONNECTOR SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) 2x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2„ WWF @24"O.C.) 211 6x6W1.4xW1.4 a ° WWF OR FIBERMESH WWF OR FIBERMESH O �31/2"MIN. �31/2"MIN. z a ELEV. 4-3 1/2" 4 4 a 4 A.F.F. Opz o . °—II IIII—IIII °II3° •.=—�II I e _ 2x4 CONT° w b 3 e I= 1 11 _ 1/2"(a a°a - min.) 1 I=1_a 4 00 „I=E_�,II a 31/2 (min. �1/2„(min.)-4;=I—GARAGE DEPTH VARIES 11. -4" =1 I MI I-1 If `-rl 1=1 I I I �I 11=—LL-I I I I —I I' —III it I I I IZI—I 11=—LI f=1 I I I —I 11 ° ° g ' 1= =—III—III II I I —I I =1 11-1' (2) #5 CONT. 4„ ' t—I i 11- -I I 1„ 8„ (2) #5 CONT. 4„ I I -Ili, 4hI I -I I 8" U.N.O. MIN. �'� U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL (ED STEP a SHEARWALL � C � TYPICAL BEARING WALL @STEPrc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" 8"x$"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS @ 2x STUDS @ 16" O/C l�'' NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR „ „ „ 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR BOLT INFO. 5/8 x6 J BOLTS BOLT @ (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 118"THICK. K.O. BLOCK 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6)1/4"x3 1/4" TAPCONS 6 x 6 W1,4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR / USP SPT22 TYP. #5 REINFORCING SPACED EVENLY FIBERMESH BAR Q BOLTS 6" MAX FROM ARCHITECTURAL 2x P.T. PLATE WEEP SCREED INSTALLED W END OF 2 x PLATE FINISH ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR11 0 1x2 PT WD FURRING @ 24" O.C.—/ = GRADE o ° . GRADE 40 MIN. Fy= 40ksi _ a N z_ #3 & #4 LAP SPLICE _ _ _r (1) #5 VERT. IN FILL z M D - [GRADE 60 MIN. Fy= 60ksi]—11-11�J p . MONO OR STEMWALL . p. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a 1—III—III—I I 1/2 GYPSUM WALLBOARD u ° - - w U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o Z I I r=1 �I —I - - _ w II r lI II — FOUNDATION PLAN FOR CLARITY D ° D _ - - - O0 6 MIL VAPOR BARRIER I I I I I o ° I ,�-�11� _) I - O° R 1 7/$„ U' FOR LOCATIONS) p p o ° o =1 I= = ° #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° - _ _ _ - z I o I1=�I=I1�I1�= - 4"x4" INSPECTION o D° III —I I —III —I I —III —I I— I I I • I I (—II M 1 #5 LAP SPLICE I —III —I 11=1 I I —I 11=1 11=11 � j� 31/4" BASEBOARD PORT AT EACH NOTE: g III=1=1 = = = - N COMP. SOIL. (COMPACTED TO I I I I ° a . 1 �111—I11=_� I 36"MIN. LAP [36"MIN. LAP] FILLED CELL TYPICAL *FOR BEARING WALL -1 I-1 I= =1 = I r 95% MODIFIED PROCTOR ASTM 10" W/ UPLIFT ONLY _ _ _ _ _ __ I� MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III= I I=11== I==III==1=1 I I= I= =1 1=1 I 1=1 D1557) I I (( III 11111 11111 MIN PSI MAY VARY PER TO CUT BLOCK OR POUR = = = = 1= = =1 I=1 I = = -III= = - 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOKMUNICIPALITY.I� II I� �I i I ;III=1 1-1 I I= i'- #6 LAP SPLICE CURB DUE TO SLOPE CONCRETE WWF LAB W/ 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF wIBERM .4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 CN ° P - Z_ 6 x 6 W1.4 x W1.4 ° O0 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ > - I = - z T min. 4" BARRIER I P 4 a CV e' D • • — COMP. SOIL. ° — a O° — — — (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 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. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2 BLOCKING BLOCK WALL BEYOND 14" O.H.D. RECESS z M e • y—=--i•T i . 4„ W T I IT SEE A/S3 OR J/S6---- -Ill1 j I I ITI !Ji 11�- FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE v —1 111 rl—III—III—I' _ -(1) #5 REBAR w/ OPT. I I I= I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV n 6. ' _ I 80 ,IIF 1 SEE A/S3 OR J/S6 --` -I! I i I 1 �,I 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. M SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 53 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -' P.T. 2x 1/2" GYP. BD. 2>, HOLD GYP. BD, 1/2" FROM SLAB 0 CONT. BEAD SEALA� INTERIOR d.a d a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad 50 E_ Cl) 6 MIL VAPOR BARRIERi 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 314"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE :_ - 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 cal M WWF OR FIBERMESH m d K 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"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) . 6x6W1.4xW1.4 WWF OR FIBERMESH r e p . III — I_ II II�IIf=11�' r (2) #5 CONT. =1 I I -I I I I , , I I=I 1 I, , I P_ ON 3" CHAIRS (TYP.) L„ 1,4„ 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR V�ARIES� 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) n I WWF OR FIBERMESH N_ I\ I M BEAM SIZE & r 2x4 P.T. CONNECTION INFO PLATE 7/16" I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ _ I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE IX W o� 0'-0" FIN. FIN. FLR.A IV SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"4" TAPCONS AT 8" O.C. 1ft1hTi1»W3k11I SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS `ii�i%GAO; '--- ii �i ii ii . • . .� •a LA . 1 V1\ 1\L1191 . lilt V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. / M SCALE:3/4"=1'-0" "ll S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL \L MAT REINFORCING. ' 00 GRADE- - a M LU 4 ICI—ICI d d • —ICI 0d z w o I —III —I =1—I 11=1 11-1 w °o o `Lij /) z 1111111111 °� I 11=I I l=III - z a U) l=1 =1I=1I I� III=1I=1I1=1I—=— FOOTING W =1 III=1=1 I I-III=1 I III -III -III_ 1, l l 11 11 l 11 i 11 l l 11 l l; ,l l -III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 C9 P_ Z M O — O Q J CL U) Ga l/•) C9 4 -' w �U — O � s o o 0 U al M W E — — C (U M O o q U = $ - I.L.00 17. N 05 pQ o <0 Sao A ® N f -0 c� ii3b3 O CID a(k-S gc Y �; � 11U7. Z O ¢ 04 w o �. ° N - I� To the best of the Engtneer's knowledge, Inforlon❑and' belief, the structural plank and specifications contained'' within these drawings comply with the.1.1 Flotilla` Building Code - Residential 6th Edlil Engihee'r's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< O Z O I� H U M O I M Q U-) CID_ Ln L_Ln a LL �— p- e-. � j Q z3iE W JC� oz Zo za VJ U- Z' z o U Z L w I-- =oWz J J Q a o- O n RF�oJ J W Z O a Q U Ln O 5 L z fV o Q U _ � Q � a LU 0� v o J �Z1vU"0 J O u,0ocdJ Ulm" N h V- ZaoJ Wiz¢ a Z N Z w LA w �afE =¢�= J ri IJ.J In p z o sa8 00 a z awz �k Z o m 9 _i a Z O 00 = ,--1 a- cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: M.IAMES VERSION NO. 10 SHEET NO. S3 YL