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I I I I I I I I I I I I I I I I I I I I I I I I I L--------------- --I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / (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" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHTI //;0KI1 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90' HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M 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 WIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c Z M D 6 MIL VAPOR Ur, D II II— Z BARRIER I> 4 _ II COMP. SOIL. a [- (COMPACTED TO 95% I I TI-I I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS I DRIVEWAY CONCRETE SLAB---\ BLOCK WALL BEYOND 14" O.H.D. RECESS z -� `21 guEnt,I —I—�T op - .i�lll - jT SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR I 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.-') V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s X-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-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 & c @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH D I I 11�=1T_II I ° I I I M I T(T r ��_�—III—III—I D II —III —III —III —I 18�-jam„--...8" J TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG 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 SLAB & BLOCK ELEV. 0'-0" a a A.F.F. 4 ° ° 4 ° ELEV. 4-3 1/2" ��/R� V o 4 ° - 4 2x4 CONT. ° ° ° ° a ° a 4 A.F.F. O GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LOAD BEARING OR 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)1 Od 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" �311r 2" MIN. (2) #5 CONT. -/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 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) 1 Od 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 MIN. 1) SHEARWA SCALE: 3/4"=1'-0" QGg. �o g �cpoN 8"C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 16" 0/C v NOTE: EXTERIOR WALL THIRD POINTS @ � 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 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ (10) G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS BOLT INFO. I 5/8"x6" "J" BOLTS BOLT PLATE x WASHER BOLT @ 24" O/C W/ 2"°X 3116" 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)1Od NAILS WALL SEE GG/S3) " " MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR (6) 1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM *SIMPSON SP1 w/ SPACED EVENLY FIBERMESH BAR a " (10)10d NAILS TYP. za EEP SCREED INSTALLED END OF 2 x PLATE 2x P.T. PLATE o PER MANUF. D #3 OR #4 REINFORCING BAR I ASSUMED FINISHED 'E ° � • s s : D D GRADE 40 MIN. Fy= 40ksi _� ° GRADE L„ �— z_ #3 & #4 LAP SPLICE o _ m •' �� P FINISH GRADE °O [GRADE 60 MIN. Fy= 80ksi] `� ',—III 1 I 1 p . 25" MIN. LAP [30' MIN. LAP] i —III—III MONO OR STEMWALL ° ? M — — LUI — D — — FOOTING MONO SHOWN i i-I = I A . uj W ° FOR CLARITY D D _ _ ao 6 MIL VAPOR BARRIER 1TI D ° 1=1II - =I = oO ' ° 1 #5 REINFORCING BAR R 1 7/8" -I I ° D 6 I —III —III —III —III —III —I I " Z im� 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 5l (p 0 cd Oo 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. FOR )CKING 2 PLAN (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"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH , E It 4 o ° ° III—III—III=1 III —III Z o ' 11-11 I— I flfmfffT #5 LAP SPLICE (2) #5 CONT. - ,�i ,� IF NOTE: ° � —III—III—III—III— I I�fl��fl�� & III—III-111.—III—III-111- _D • *FOR BEARING WALL =II1=IhII III=11= I T COMP. SOIL. (COMPACTED TO I' 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY - - - - - - - - - - - - - _ =III-1 I =III=III III=III—III-1 11=III=III-1 I M I I=III III D1557) =1 1-I 11-1IF9 11=1 I I —III —I I I —III —I 1 I-1 I —I IA I I I=I I I=1 —' _I � �—III-1 I I-1 I I=1 I I-.=1 11=1 11=1 11=1 11-1 11-1 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION (�'D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" rE'� S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° a � GRADE co _ -1. i-1 r rrr ; r= - - - a REBAR w/ OPT. _ __ - - 3E NWFNCLOSURE N �_� I� 4" II r MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" 53 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT < BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT _ ° -3 1/2" 13" � a GARAGE O.H.D. RECESS ' CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. =_ W/ DRYWALL SCREWS @ 8-O.C. N - • -' . —= `-'— STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN _- — I • ' �. — �* (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT • TENSION 120# CONCRETE SLAB ) _ " - 4" 6x6W1.4xW1.4 �4 •' '.a •< :�''� _ _ " c T WWF OR FIBERMESH �I i ° ♦ ' � • � ' � I —III— I I— _ ;Ill —I I- I I �. SEE A/S3 OR J/S6 rrr ,- M 6 MIL VAPOR - _ -'�I I=1 = 1= h.= _- - 11= FOR REINF. INFO. 3" MIN. CLEARANCE BARRIERI- �' V-4" (1 STORY) ;III III III ;III V-8" (2 ST RY) 4" 4" GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ADDITIONAL INFORMATION. 10" 1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF 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 z STRUCTURAL BEAM a SIZE & CONNECTION w a w aaP.T. PtnTE INFO cn w a p w 2x4 #2 SYP P.T. FRAMING w/ E > VA IE PER E P N MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING COLUMN LOCATION w SCHEDULE Q> >w o w SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/Di 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 q PLAN FOR SIZE AND ih REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER COMMUNITY SPECS " ON 3 CHAIRS (TYP.) 8" 1-4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VAKILS " 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N c T E M ° -4 n o I� s-dJSn rJ11z ° ° - � a � • . —lll- SEE A/S3/J/S6 ' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS S TO FOUNDATION PAD CONT. FOOTING STEEL I I MAT REINFORCING.1 ' M GRADE 41 - - a ° uj ;Ill —III °• ° I-111=111—I I —I' z = I_I I —I I_I 1= I_I w Iaww III=1 II=I=1I " u- =III=1 ! a —_— r, Z co 1 1=1 =1 11=1 1=1 11=1 I I =1 11=1 I I ILu I =1 III-111=111-111-1 I I I I l= I I 1—II= ' OOTING Il,;;lll�illlllillll� llll ,ll III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 •�, s _ :w O .,�,vd' P I 11 11 uw z o 0.'- -10, Z= J O 7, l7 w a~ Z O?� 'pp -zip O �F 3u9� a>oEza Lu wz 0 3Sz=a -tC N m a w W z 0 u» F az a?F� �pIAC 2 t H p LL S F-a022 W Ln >aWHO=p CC F2F2z zwz�'z O �l7°[ W W zL.L. u.nz � V' z<¢w- � T w p W . a z� 11 p 0 m z_ K W J Lu __ ~oWirD Q d W x Lu _k3 0� N a u Lo N m tV M =� Z Z m LL Lii _ � m Mmm �. '� Q N mmm W o pzp �r1 0 mm W N OC V: O W w Z W OJ N 1L Ljj n ¢ Z a m o Y L X Q Z �V-j IA g a Lu oC o o z Ok a 1 CD Z N 0 w n M O .M Q m_ Lt7 13- u i z u a ^ U ro '_I 00 z E f� Z Lu a W J 0 d- U) w 0 U) z J J IQ W 0 0 C)z U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO.