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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE 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 TOP PLATE S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID 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. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. -I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. �, ' 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ ° n " „ SP SPT22 CONNECTOR / " xO.C. W/ @ @ 6" MAX FROM END OF 2 x PLATE E "' 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) 2) #5 CONT. ON 3" (6 x 6 W1.4 x W1.4 Q CHAIRS TYP.T: ( ) `'' Cl)`'' ELEV. 0'-0" ALT: 16" PL "TITEN HD 24" 2x P.T. BOTTOM PLATE ( °� 1 " TITEN " (@ 24 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH O.C. OR 5/8"x10' WEDGE ANCHOR 5/8" 0 8 x10' WEDGE ANCHOR G PITCH >4:12 ° A.F.F. �� x 6 W1.4 x W1.4 @ 24 O.C.) 2 24oO.0 6 x 6 W1.4 x W1.4 @ ) 2 , ° (2) LAYERS TYPE I OR TYPE II ° ° ° ° E WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. o' - - I -I I 1 °' ° I I - � 9 I- I III o I I III II ° ° O z ° a ° ° ° ° a ELEV.4-3 1/2" ° a ° ° ° ° ° a o 31/2" MIN, ° 3 1/2"MIN. ° ° ° A.F.F. O REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. I L I I I ''°I -wil' I II ° ° ° ° ° ° 2x4 CONT. a ° g ° ° ° Q ° ° N - = o ° ° T1 ( ) " T ° • H I �I I I- 1/2"(min 4 I=11��I1- o °I �1 r 1/2"(min.)- 4" ;0 - - ° • L!! I�ll1- 12 HURRICANE ANCHOR @EACH II _ -1 I-II-�-I� II I I° a °° ° ° ° a - 31/2"(min.) - 4" I� _ 1 ��1= - 31/2"(min.) - 4" =1 10I 1 (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS 8 �{[ I GARAGE DEPTH VARIES ° ° 1 16 ° ° ° ° - I T-TI- I i I- I -I I� ' I MOISTURE BARRIER TYPICAL INTERIOR BEARING a (2) #5 CONT -rl '�`'��(�f _'� 4 1 4 8 (2) #5 CONT. 4" j'-0�'T� " ' `-g' INSUL ION LE SHINGLE ROOFU.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc`��TYPICAL MIN. BEARING WALL @ STEP "CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB _ INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE SEc BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C .N.O. ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" 0/C EDGES, AND 12" 0/C FIELD. EE SOFFIT SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. \ GON��N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8 C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 16" 0/C THIRD POINTS @ _/ `� FOR WALL HGT. < " ( ) NOTE: 8-6 ' 2 7 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "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 Fi00K DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"` EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) ( IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 3500#, MIN. TENSION 2600# SPACE ANCHOR ) E *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 c.l 2x P.T. PLATE WEEP SCREED INSTALLED - BAR I- END OF 2" x PLATE WWF OR FIBERMESH f , ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED ' ` GRADE � PER MANUF. �, " ° ' z o #3 OR #4 REINFORCING BAR 0 #3 & #4 LAP SPLICE GRADE 40 MIN. M , -A m ° .(1) #5 VERT. IN FILL MONO OR STEMWALL ? FINISH GRADE so c7 p p • 740ks'it, [GRADE 60 MIN. 25" MIN. LAP [30"MIN. LAP] CL iTll= I -I . o--LTf=1 I17=�Li 4 I I I � I � � I L� T 1/2" GYPSUM WALLBOARD_ ° - - g i • CELLS (SEE U.N.O. FOOTING MONO SHOWN o - D ° O0 (I �- - L"-) 11=I - ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY D _ p ° o=I (= 1=III=1 = =i _ 6 MIL VAPOR BARRIERI� I I ? ; ° I -I i� Lam- I �, z I I I- #5 REINFORCING BAR R 1 7/8" `� I- 1x4 P.T. BASE NAILER ° III=III=III=III=III-1 I- z - - o r 1 I - -"' I #5 LAP SPLICE 5 - - -_ -_ (2) # CONT 4"x4" INSPECTION 31/4 BASEBOARD PORT AT EACH FILLED CELL TYPICAL ° - - - - - III III I I I-1 I M NOTE: g I =III-III-III=III=III- N FOR BEARING WALL =III=III= =III= =1 • _ COMP. SOIL. (COMPACTED TO 1 _ ° ° l� I ! =1- I T' 36" MIN. LAP [36" MIN. LAP] ONHAIR T CHAIRS 8" 1' 4" 8" (TYP.) MIN. 2500 PSI CONC. SLAB -1 -_ 11 -_ -_ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ i- I o 95 /o MODIFIED PROCTOR ASTM I -I I= - I I I I, I 10^ co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) __ _ _ _ _ _ _ _ -_ III-III=III-I 11=1 I I=1 11HI 11=1 I=111=111=I 11=I I I=1 I I=I 11'-111 1 =I 11=11 I=I I I=1 I I=1 11=I I I=1 I I=I I I=1 I I=I I I=I 11=1 I =I I I --I I F1 D1557) I,1T�� r I; 11-'r 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-11 i=1 1= = = =III= 11=� I I -III- I I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE .-III= - -1-1 1- - - CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE „_ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 "_ �_ �. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 "= '_ " SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. ' Z i\ ° > = r, v L I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) LAN S.G.D. (U.N.0.) WWF OR FIBERMESH N 6 MIL VAPOR > - z_ ;- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR ROOFS r- co BARRIER D _ • " v GRADE ° AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO - 4 . _ T COMP. SOIL. A O0 - -_-_- - - TOP OF BEAM &LAYOUT DESIGN - (COMPACTED TO 95% - I _ _ _ -1 #5 REBAR w//OPT. - - - () SEE ROOF PLAN - ° I m- 80 ° : a ° ° MODIFIED PROCTOR ASTM D1557 �LI I f I rS��tE� ENCLOSURE I T- FOR STRUCTURAL :' _ _- „I I , � I 4' I �� (2) #5 REBAR CONT. 3 MIN. CLR. I I IT' �� r 4 r �i4ATe. BEAM SIZE & t.' . CONNECTION INFO fV ' 8 1 1 STD. 90 HOOK SEE 3" CHAIRS TYP, 4" 1'�l" { MIN. I (' UDETAIL) U.N.O.N O.S.B. I 2x4 #2 SYP P.T. FRAMING w/SEE I ~ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN MIN CH O.S.B. SHEATHING ATTACHED PER NAILING 8 FOR REINF.SINFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 LOCATIONZ SCHEDULE OPTION #1 w 1/2" GYP. BD. > > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. 2„ HOLD GYP. BD. W rM 1/2" FROM SLAB 0 CONT. BEAD SEALANT o w SEE FLOOR PLAN FOR SLAB STEP & RECESS S.G.D. OPT: DEPRESS SLAB 5 Y" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° a • INTERIOR 2X STUDS @ 24" O.C. U.N.O. &BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT � ° -3 1/2" �_ SECURE 2x4 P.T. BTM. PLATE 14" O.H.D. RECESS z 13" O.H.D. RECESS _ GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS Cl) EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD ° STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. �' _ • _ '�'' "''•� ` "' .'...�.`II- -r�= �_ I d I- • r PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120# E SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN M 00 GRADE :.• ��II1�I : 6p CONCRETE LAB _ w/ MIN. (2) #5 VERTICALS LU =1 = ° =III=III=III=1 6 x 6 W1.4 x W1.4 z 1 I ° °. ': •, :%` 111- .� -I-1(- LL- ( ' •' • < :� ��_ I -I I •y LIT ° T WWF OR FIBERMESH r °° E _ ° FILLED SOLID W O W '" =III -I -III=III=III= I W 1-i 11 1=1-III Z _�- T II .•:"-1� T (I ...' '� _ _ 'r11 I- ° N ' �I=III- BRICK PAVERS or SLAB PER cLu n O o = U -III- • • °• _ z a ° SEE A/S3 OR J/S6 ITT SEE A/S3 OR J/S6 - I i - _ - ° 0'-0" FIN. FLR. COMMUNITY SPECS LL CO = °- 6 MIL VAPOR - = i'r _ - - - - - -- --1 =1 =1 = I_�- - - - _ _ a = = = =1 =1 =III= I I=-Uj _ FOR REINF. INFO. I 1 113"MIN. CLEARANCE FOR REINF. INFO. I I I 3"MIN. CLEARANCE BARRIER - - III =III=III=1 =1 =1 I=1 =1 1 -1I=1 -I -III=1 l _III=1=III=III=III=III '-III 'REINFORCEMENT-) III-III=1 = =III III=1 - - FOOTING 0 -III-1I I-' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) -I III III I I I=� �.: ti -.r.: �;.:; 1=1 i 1=1 � 1- PAD 3" MIN. CLEARANCE SCHEDULE) 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" • A. -4 SEE FOUNDATION (SEE FOOTING WIDTH ..� • • . ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED 7-17 COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 34"=,-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Z M - o a a 0 C a--+ w �_ p •C3 - 0 W o0 �N U W ~ - c4 M ch C t0 fM �o v 04 O o c, _ U �U-00 l� Y ti �� Q M �g� Q o A 1 "`"n.` e6slllsll) N in "Z `' ' Q ` "•"i !`� C� 1' • Cl- W `. p,gtd- b =t T R01 a , •' • ✓'•'s 4 . .....' `�'' To the best of n ejjtt��g rm , and belief, the structura�9l�ans �n =0;i1.ns �ined within these drawin s 41111 with t¢� ®�� nda Building Code - ResidentiaP 6fil WIIii'Arigineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O oN Z 0�1� > (n M O M a ui•L�' "LLB H Q U Q Z W ct" zaa fa J valox ax oQ�o QZWz<Y II.- �E z LU 0fw 0 J 01 "��o J Q Zo az xZ Z Z > ,--� O z UU _ (A Q a � RZo W C)0 Z:) X86 U2m� 20 N A II..L a Z W 2 J Q N � Z N Lr) �afPog ¢c 0� J di �Zo Z Z LLn Z = a 0 g z r1lO ,--'i a V SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. S3 (MONO)