36005 Stable Wilk Ave - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT-- FOR ROOF PITCH 4:12 OR LESS. �L�I i � " � � � � I I I � I �I (1-' �LI I=11 11= ► - PRE ENGINEERED WOOD ' I=I 1=I „ L- III-� I I ° TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH .11, I I I i 111 i IJ_I I I I �I I In TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF I I A. . ■ A 0 10% 1 I r 1 1 r'% I i � / NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - - UMINUM DRIP GE [ALUMINUM FASCIA 12" N.O. SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. -� 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c E = ) -v N °p r ° ' _ Z 00 co - 00 6 MIL VAPOR BARRIERTM _ D•D • — r COMP. SOIL. II ° (COMPACTED TO 95°/a - �-� I - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 1, S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" O.H.D. PAVERS RECESS z •,��I • �-r III ., .. •y..� = r�l - ]��-III 4„ III III -I •A.e•'-,•'.. � II I1I; SEE A/S3 OR J/S6 -'IF,,I I ICI I, I I III FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)j / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY e NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 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/ GARAGE R HABITABLE "X' @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 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 7/16" 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. > V-6 '- " @ 3rd PTS FOR WALL HGT. > 8 6 . SHEATHING W/8d COMMON NAILS @ NSULATION 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 5/8110 x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE Ak O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2 n AFF'qr @24"OC 2„ WWF @ 4 O.2„ 6x6W1.4xW1.4 a ° ') WWF OR FIBERMESH C.) WWF OR FIBERMESH 4. ° 31/2" MIN. a a4 a ELEV. 4-3 1/2" ° ... a. ° °. O ° 4 4 ° A.F.F. 2x4 CONT. ° LL ..° g ° o ' -f i'31/2"(min.)- 4„ 00 ° GARAGE DEPTH VARIES ° 31/2 (min. - 4 I- LL =1�- _ I1=1IIIIII� JT1 I I' �. '1-I-IJ1�11=111- (2) #5 CONT. " ' I " 1 "- 4" 1'-4" 8" M GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP ` SHEARWALL C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" �,S3_,) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 R WS OF 2 BLOCKING GOB"' AEV� c� Go�NJ�s 3 1/2" MIN. D '31/2"(min.)-4" I-- 00 _ 31(2"(min.) - 4" =1 -° _ • ' III I�Tf I I- ' -111, Ills- I- �T! J1! I I M I I (2) #5 CONT. 14'I�I "g - U.N.O. MIN. TYPICAL BEARING WALL @STEP rCC \\ SCALE:3/4"=V-0" \ S3 $" C.M.U. () 0 x @ THIRD POINTS 2x STUDS @ 16" O/C NOTE: 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION c`tl LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 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 NOOK DETAIL USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ (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 [ ] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE 2x P.T. PLATE ASSUMED FINISHED PER MANUF. o #3 OR #4 REINFORCING BAR W ° =11 =11=I m p ' 1=JJ= 1=1 ; • GRADE Z g �, _ ' ' 0. • M ° o • I = z FINISH GRADE O0 GRADE 40 MIN. F - 40ksi M #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] s ° ° 006 MIL VAPOR BARRIER r I I ;. ° .�._�.� I °° r w '' -III .L= ° coAAA II I L lil- #5 REINFORCING BAR R 1 7/8" 1 N z ° D III -III -III -III -III -III- z llL=T- #5 LAP SPLICE �: D° 1=III=III=III=III=III=1I g • II MJ=� �I III=III=1 I=1=1=I I- III a • 1= f l(=� I 36"MIN. LAP [36"MIN. LAP]COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM 10" =1 I I=1-1 11=1 I I-1-1 1=1-1 11=1 I-1 11=1 11=1 11=1-111 1 1=IF, D1557) I- I II I I I II I I-�I I� 1=III-I -I =I I=III-I -I I 1=III=III=I I -III -I -III- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK �-I i I-1 I I--1 11=1 I I -I 11=1 11=1 I I ;III-1 11-1 I I- I �'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS KF� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" a ° e 00 a SCALE: 3/4"=V-0" d GRADE e T _ -ll l�l ICI-1�1 - -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS .� T• III=III I=, I I I •.�� . • : •. �� III-i SEE A/S3 OR J/S6--- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 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 A' " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN oc OR -' P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� — ° a INTERIOR -3 1/2" y CV T CONCRETE NAILS W 1 112' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 0o c F-- 1 !:::::: l=i I I= - M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-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 N ' WWF OR FIBERMESH r, a K S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH r c I I I I Ell 11I 111 o (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR V�ARIESj 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH N I M F STRUCTURAL r BEAM SIZE & 2X4P.T. CONNECTION INFO PLATE �n6^ I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ �E, I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w SCHEDULE oLU M 0'-0" FIN. FLR.� SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. I�ilul»:ItLL SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS •� * v OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS 0) S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL-\ [LMAT REINFORCING. r ' M 60 GRADE= _ 4 0LLI ;III -III a. °.=1I1=1I1=1I1=1' Z W Q -I 1=1 -III-I 1=1 -I LU 04yj 0 = II II 11 a0. ZZILL 4 I=1 =1 1=1 1=1 1=1I I-_; FOOTING W III I I I -I I I -I I -I I I -I I I IIE I I I -I 1 I- l; 1 1 1 it l 11 it l l� 1 1 1 ,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. �S3_ � r z M O O Z N QQ a a Z O Ln CD Q) U—) w � p Ow o C!i o CD Mm U ,y 04 �M o) Cl) F—o — U 2-2oM O 'O N = 6 U(D -LI 00 �o-o O v 0 Q rn i rndo A1 N,CB ,D,C BD®� p < 04 N r P N 9 A o OF L )'9Qr� W ESS1 - ,ID ,..��/�ir'QIQ6gt�� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z o� I4 M ro O Q o un a ^L � Q U QV 00� �" '-' ZE`. H W J� d' M oZ �o Z a �a ~ Cn J w¢.a RZgo Q z 1B I— �Mzz O x w W CL0J M O�N J W ccW° J Q O� Z Z To 5 z -0 0 o� ur)� o 0 s 0 U Q 0 J Q 0� o0z C: U2m� fV O ILL I-aaa oQoa Lu Uj < Q d- F Z N o�o w � w �oZ =<-,_ —j L1J ul 6 Z o N Q u� M <Z aLUZ g ¢ z o h = rn a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S3 (MONO)