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I I i I I I — — — — — — — — — — — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 "P) VARIES INSU E ION 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. 1 CEILING & 8" O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" Q.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR �ARGHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ Hr COMP. SOIL. I I I ( e (COMPACTED TO 95°� MODIFIED PROCTOR III III III —III —I I I I I ASTM D1557) (2) #5 REBAR CONT. 3�� MIN. CLR. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 314" = V-0" 53 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) ix4 P.T. BASE NAILER 4"x4" INSPECTION 3114" 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 W a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE °° � 6 MIL VAPOR IIIII D Dj Z BARRIER I I=�—III r OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z I/ M -� I I I� 11 11_ I 60 a. T . � � '• I —III= IIIII�I� SEE A/S3 OR J/S6 Ili I I I II i I I l l, I I I i I III= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / 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. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D —III—III—I � D -III—III—III I � II,IIII�IIIII�IIIII,IL I r a (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1A WWF OR FIBERMESHco II I I1-1I1=1I1=I -r 8„ J -.1,, ..—...r• . ,8„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN I-- ------ - ----- SLAB &BLOCK --- _--M ELEV.OIlk '-0" d a 9 a A.F.F. d d d 0 a a a d a ° a. ELEV.4-3 1/2" z d Q A.F.F. 0 2x4 CONT. a a IL d a In- d4 GARAGE DEPTH VARIES Q I I I 9 d a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR ( (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10)10d NAILS TYP. iv r 2x P.T. PLATE I ASSUMED FINISHED GRADE MONO OR STEMWALL 11 z FOOTING MONO SHOWN ° o 4 I> °� p FOR CLARITY 00 p o P ° o ° {=III —III III III I I —I III—III—III—III—III=III- z NOTE: o ° g ° —III —III —III —III —I i—I III —III —III —III —III —III *FOR BEARING WALL N W/ UPLIFT ONLY III —III —I � I —III —I � I —I � I —I 11=1 � I —III —I � I —III —I � -III • III —III I=1 I —I I —I —I I—III=1 III —I 1—I —I,= =I—= =- 11I_r I� III III —I � 1-1 I I� 1=1—I i— FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0., S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE °°— _ I` I i -0) #5 REBAR w/ OPT. 4�� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N�. .. p•. .. �_ ram' 4. 7 —III -11 J I I III,= —I .' •'.: `� . a � III=� I � I �' illlIII00 l I II I : � "°C4�I I1IIIIIIII.-�. I-111 IiIi�I i a a�r :- IIIIIII' SEE A/S3 OR J/S6 -1 L I i I I I I I i I I I ,„ IIIIIII 1- FOR REINF. INFO. 3"MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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 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"OR 112" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 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. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/� 2" MIN. 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS 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'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. -/ 4" V-4" 8" "" � �r+• • � U.N.O. MIN. TYPICAL BEARING WALL STEP Ca SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" -2x STUDS @ 16" O/C a' kSULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER 2 CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) �3 1/2" MIN. Bel 5/8"° x 10" "J" BOLT @ 24" 0/C W12"°X 3/16° METAL LATH. FIRST LAYERS 3/8 THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR --�\ c E A D D PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi r co — — — .D D D . J FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER ; i III 11 I -1 I I I A 11=ilI=IlI=11=_ °-�°11 III=I I (—III—III—, #5 R 1 7/8" -� I I III 11 D.I—III—I I MI I I r z III—III=11I_I I1=i REINFORCING BAR 051 AP SPI IrF COMP. SOIL. (COMPACTED TO D95% MODIFIED PROCTOR ASTM161111 (=II611 II={II=D1557) IIIIII�IIIII;,III ; IIIIIIIII 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Oh ,-�" -- J CONT. BEAD SEALANT � Q ° INTERIOR _31 J" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a, a s° a _ — M 6 MIL VAPOR BARRIER =III l I l I I I 111IEl 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=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 N WWF OR FIBERMESH K S3 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS 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'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH (2) #5 CONT. - / 4, I I —I I�;_41,I r—I 18,E U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1 "-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS Lu Lu 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATEA\ W � A w co =I I=11-1 6 p . g =1II,III �1i111= 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 SEE RAME-DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR Od NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO & LAYOUT DESIGN SEE PLAN FOR _ TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL BEAM ------ SIZE & CONNECTION ` INFO 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE � > jw w o w SEE FLOOR PLAN FOR u) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. _ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3" TAPCONS AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE d' PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR. _ _ COMMUNITY SPECS _ 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT.:- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-61' . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH E n p. II — III —III —III o III III —III —III—' .- - � i t I I —III —III —III I I —III I —I I (2) #5 CONT. _ ON 3" CHAIRS .I (TYP.)811 O TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR vAfllf=5 6 x 6 W1.4 x W1.4 �\7 S.G.D. (U.N.O.) WWF OR FIBERMESH r M 4. - — — — —d ° . d . d a d IIIIII-111iI1h 00 1- 11-III, ,III-111. 1111 I a IIIII . CV � M li II a —IIIII SEE A/S3/J/S6 -4 „I I �I�—, , ,— 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. iIll M SCALE:3/4"=V-0' S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL I I MAT REINFORCING. ' co 00 GRADE_ 11 — a ° w III —III d • °—III—I—III—I z w III= -k III-1 -1 v Cl_ ui 0 0 CID= II II II a� I—III=1 1 z z _ 4 _ FOOTING w -III III—III=1=1=1 III=1 I=1 I I_ =1=1 1-1 1=III I =1 1-1 BEYOND PAD REINFORCEMENT -III—III—I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 w r �u N a- ® Z® �U`®Jp,s •°• �°° Co 40 I%VJ \J a uw Z Q w y ao I.zI-W ==U o¢Q� I- a V W�1,�n vw 02O�O0F" O `"a0I=z2 w w z = ¢ � Z = -z w m U =-a w, 8 °- wo o _}Zuzzv� F- 'a�o� �cacZa�� U = LL 6 O G Y Z W LL az=� NDw <Z a0 H �oLL =rQo2z V) LLaF wig=o I z0,z z__> O w C2w 3z wo IL Z� w CO0 W z Z w�u Tw>� a =Q=_ LLWW ~ o V) a� U 00 rI m N M o �Ln op -- z "n W W 2 .:: rx `n < N - W 0 1-t in W V) rr v o w w Z_ a: 0 W _ _i 0 N p " ^ a W Z ¢>-�o0 Y W J v 00 -; - x a z 5 � � v a "j oc o z O �° a a O O Z (V OWN f> -+HMO M Q Cnf0 Ln a V) .L d- ^ CL Cj rB WC:) W C) �t U) o� z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO.