3192 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 � P') VARIES / 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 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT, ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH >4:12 (2) LAYERS TYPE I OR TYPE II d' (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 1- = D PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH �I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-611. (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 6x6W1.4xW1.4 WWF OR FIBERMESH d II- I II-' r 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 GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x 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 OR GI FOR ANCHOR C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GGlS3) *USP SPT22 TYP. FINISH 1x2 PT WD FURRING @ 24" O.C, 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER coTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND Wl AXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE N r np ' s = Z ao 2 I 6 MIL VAPOR I I o —I I z BARRIER04 I III COMP. SOIL. v- (COMPACTED TO 95% -I I I I = MODIFIED PROCTOR 7 I III ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 1'-4"1 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-01' S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS � �`O.H.D. RECESS �2� 4" 00 r �tnI�1 ' SEE A/S3 OR J/S6 --'- -I Ulf I I I,��, , , , tlll.; FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / VI (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 5/8"OR 112" HIGH STRENGTH -/ (U.N.O.) (OR %" GYP. TYPE"I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8'16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ __ 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR - )2'— T� ° 4 A.F.F. T @ 24" O.C.) 6: a. 3 1/2" MI Q. 4:a. ELEV.4-31/2°.A.F.F. Sa 2x4 CONa 9 d TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END (U.N.O,) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"1 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 811 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"0 x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT.,1/2' 12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH 31/2"(min. -4" _ I- _ ° GARAGE DEPTH VARIES °' a _ -I I 11 1 I 1 Q. d I' GARAGE SLAB AT SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT, IN FILLED CELL N 5/8"1111 BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4-11/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"1 SLAB INFORMATION. 6x6W1.4xWlA 31/2" WWF OR FIBERMESH min.) 4" nIC11C U9 9u �n`n�n�rr�n�u��uc�n�nc:. • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. E M 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6x6W1.4xW1.4WWFOR FIBERMESH c N T Cn Ili 6 MIL VAPOR BARRIER, e I I (2) #5 CONT. 41' 11 A-Y" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 rpOS�G��E�.� 2x STUDS @ 16" O/C c ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW --•2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-611. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN -{USP SPT22 CONNECTOR ,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH ► II �►. �i :�. u u 2X P.T. PLATE 20" MIN. LAP [24" MIN, LAP] #5 REINFORCING WEEP SCREED INSTALLED J BAR -------- PER MANUF. #3 OR #4 REINFORCING BAR _z #3 & #4 LAP SPLICE GRADE 40 MIN. Fr-4oksi FINISH GRADE b0 M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ks� I�J1L�, #5 REINFORCING BAR R 1 7/8"—� j T #5 LAP SPLICE —1 t III —III - ....... _ .__- ....... _. COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM D1557) 410 1 r�11 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 00 1/2"FROM SLAB 0� '-0„ CONT. BEAD SEALAI� INTERIOR d. . d. -3 112„ � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN, SHEAR 180# MIN. TENSION 120#) CONCRETE I N�— M 6 MIL VAPOR BARRIER E S3 2X STUDS @ 24" O.C. U.N.O. GARAGE \11/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN /i CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' r, `WWF OR FIBERMESH r, 4 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" S3 CC SCALE:3/4"=1'-0' S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM w END OF 2" x PLATE o p U a. 0- I - .. LLj tW I I I" 11�`I I I —III_ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. CJ+3 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 % . TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN « FOR STRUCTURAL BEAM SIZE & Pam. CONNECTION INFO TE 7ns� I I LS.B. I 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING coLLIM LocnnoN z ATTACHED PER NAILING w-- SCHEDULE 0'-011 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. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. ON 3" CHAIRS 8" (TYP') — (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611. 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#) s E 6x6WlAxWlA = WWF OR FIBERMESH T 1 d D• 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4'1 S3 VARIES J ' r vn n�nv1 nvi v. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. ( M SCALE:3/4"=1'-0° S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. r ' M 0GRADE-_ a a. d 0S = rs d d. 1=1 11=111=1 11=1' z W o U oo�= �III�Iilll a�.l II—III=III; zz _ d co I' 1 1=1 =1 11=1 116 I I=1 I I I I =1 I m I I—= -III III —III —I I i—i I I —III I I-111—III= DOTING 1-III—III—III=1 i l l I-1 I I-1 BEYOND PAD REINFORCEMENT-)-� �-III-i i I - (SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 Z o — o Z Q C Z Ln (D Q) crs w In "U — w 0 � N �V)/ o0 C) UJI 8 0)� co C ca co m-oc� N 02, [all 41— siLco CID ) <L rn clo tY) o V rnQ o N.C�B.D•C TV i { :% � N h�'�w O • s •� ft, Z rn; LW Zr� 9, 3X 'y V."04 _ fs 0 L� ��, Y'� Rh 011111 11110\ ❑ ❑ 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 Sth 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 0 0) N r> -r�MO C") a O Lr1 z �5 CL r\ ` V Q v0 Q O z E Z § WJ CD 11 mi 2 �❑ z a �a J F- ¢2!-, E80 Uz F- W 0o�? 0 Lu " P'��o i Al J J ¢ Zo r8 V! T—I 3 2:Z Z 106 0. 0 o U = Q� Z o� PR 77 0 J ro-=1 o 0 3 ai O ama ZaO� fV N V- �QZa Q 09� Z Z � °�O o z J Lr) ,�-I LLJ di Z o QWWZ l(� z a ji J Z co O T ¢ z SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 200 SHEET NO. S3 (MONO)