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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 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" Q.C. 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" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER / SHJNGLE ROOF / 7/16" 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 C.M.U. TYPICAL -TYPE "S" MORTAR 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"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 N TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 lu °_- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE yam_ D 6 MIL VAPOR 50 BARRIER C �r 4 II� I I P • • III= COMP. SOIL. I (COMPACTED TO 95% =1 I I =T=1 (I= =[Tf MODIFIED PROCTOR I I I I TTI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS, TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS z d ' . 41' sl • 0? SEE A/S3 OR JlS6 —�� I I� I I ►I I I„ , I II i ,1—"- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 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.) (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. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 Q \NU/F r1R FIRE PhAPZ -I M TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR d; #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 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 SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP. *- ASSUMED FINISHED i a GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° p D o FOR CLARITY 00 I ° _ _ _ _ —III —III —I 11—III—III NOTE: 0 0° IIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII g I i!—III-1 1=1 11=1 11= N `FOR BEARING WALL I -i •- III III I � 1-1 � I -III— W/ UPLIFT ONLY I _ _ _ _ LI I I=1 11=1 I I-1(I-1 I I-1 11=1 I I-1 I I-111=f i I-1 I I-1 I I� I—f I I—III=_III III—i III-1 I I—i 11=1 I I FRAME WALL —III—III—III—III—III—III—III—I I —I I —I =1 I—III—III-1I1-1 TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" a ° °v GRADE co iT—it—ilr -_ -(1) #5 REBAR w/ OPT. ' }=11 f-I 11=1 i I- I i= 1-1 i I- 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS T co - -II� ill 411 ji III= �• : 1--111. �- SEE A/S3ORJ/S6--- -lii, Fl FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" OIC 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/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T ° _ _ < 6 MIL VAPOR BARRIER / Ir 1 l i III 5/8"OR 1/2" HIGH STRENGTH ---'' (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" 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" 4/16"PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. = ELEV. 4-31/2" 1j, �31/2"MIN. A.F.F. p00 D D ' Z e -T D • e L TRUSS BOTTOM CHORD OR 2x4 BLOCKING 1/2" �/ -TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2) 16d TOE NAILS @EACH END 5/8"OR HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE X @ (2) 16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SPi w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'4'. @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 51MPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 211 ' WWF OR FIBERMESH J 1/L ,111111. - Y I--] 111 I-11 I 11 I-11 _ _ IT: I I I I=1 I=11I— r_ T I �I I I, I .7_T1; �1 I� I I , ,1_TI- ' (2) #5 CONT. 4" 1'-4" $" U.N.O. MIN. TYPICAL BEARING WALL (cry STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" �31/2" MIN. I It ° II1�11-11�'31/2"(min.)-4" 31 /2"(min.) - 4" =) 1=L�1 - • -) I l� (2) #5 CONT. r� 14"1'11� i 11 Irr8 - U.N.O. MIN. TYPICAL BEARING WALL @a STEP rcC SCALE:3/4"=V-0" S3 -2x STUDS @ 16" 0/C ,,,��' r (1) ROW 2x BLOCKING @MID HGT. NOTE: FOR WALL HGT. < 8'-6". (2) ISULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10)10d NAILS -SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE SPACE ANCHOR -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH PER MANUF. #3 OR #4 REINFORCING BAR w D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] Cl- �—III—I —_— M. W I I-1 D° I I I —III IT� L�)' T _ z t #5 REINFORCING BAR R 1 7/8" "' I I�~I11=I 1111111 —I 11 1I1 I I I_ r #5 LAP SPLICE I I —I fl—I I I I I I. l�l (2) #5 CONT. —III—I r T 36" MIN LAP [36" MIN LAP ON 3" CHAIRS II II QGs• GGN'C\N c E COMP. SOIL. (COMPACTED TO - � l -_ - I (T YI 8 1-4 8 95% MODIFIED PROCTOR ASTM `I— 11=1 I I—III=1 11=1 I I=1 I I=1I I=1 I'- 101, D1557) ,I �II I it I „�IT� I1-1 4" 1'-4" III LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE"'� REBAR DETAILS rF"' WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 O FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N- .� 10d NAILS TO TRUSS TOP CHORD , E AT 24" O.C. MAX. FOR TRUSS - SEE PLAN FOR CONNECTION INFO �M ° & LAYOUT DESIGN a ® _ t TOP OF BEAM vVa - - SEE ROOF PLAN oo c _ _ - -° A a FOR STRUCTURAL I- I I=111=1 I 1=11=11 III BEAM SIZE & r I i lI a' Q CONNECTION INFO M _ .. i I�I I F 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING CO z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� S D E W CHE UL j SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. SEE LAN FOR oLU w STRUCTTUORAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM � &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 112" GYPSUM WALLBOARD U.N.O, FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' ON FLOOR PLAN SIZE VARIES PER PLAN C CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRADE a �, �0 FILLED SOLID (SEE PLAN FOR - __ -_ = a Q L' ' 6 x 6 W1.4 x W1.4 ca ' SIZE AND REINFORCEMENT) LU I I I °• 1=1 11=III III —I' 0 _, _ _ d _ = T WWF OR FIBERMESH T M Z III I -III-III III— w 1 I_ I= I=III q ° /� BRICK PAVERS or SLAB PER p o I (III I • • °• ' Z a COMMUNITY SPECS 1-I-I—I I-•I— "- - - — - — M P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0, 1. 1. 0 CONT. BEAD SEALANT --� INTERIOR d -d - a -31 �„ � CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Od C d °° - 11=1CO 6 MIL VAPOR - =1i' - �— BARRIER - _ I I I'i =1 I I=1 I I I=1 I I - ;I I I I I IIII I I I I I111I I (1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0-0 FIN. FLR.� I —I =1 I —III —III —III I I —III—III— — W III III—III=111-111—III III=III III= FOOTING -1 I—III—III=1 I I -11I .III BEYOND PAD REINFORCEMENT -III-III-I-" (SEE SCHEDULE) 3" MIN• CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 - z � <t Ln Ut a-' uj CQ Q Q rw TO 0 o 0 04 U E M c7 C,-o2 _ ro CJ IL00 3 -00 03 o f� x Q rn 0 u7 O Y M Q o 13 N.0 B D C \. W � zR _ C� ','` J W � •» tn'y � c) t Yin �- N d To the best of the Engi •ef's ki`go �,d iFea I a belief, the structural plati5��,{� specica,a,Hon!r c8ntalnN�'�"� A within these drawings comppl{y1�te 2017`a�i°�• Building Code - Residential 6th Eiilt9oth/{'tlg'iil�er`s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� O�I� LO > O M z Q o Ul) 2: Ln 6 Q L- U- I—, a ' . MU�Q� o0 z r� WJ d' 0Z Za U) <¢ U¢o� U z y w C II_IJ . X, Q a��o UU J W N �Wo J Zo U zZ 5 zz 1 06 Ln 3: N Ln Z 0 o UU C: Z Lu = 1..� Q ® z 0 5Rz 0 U womb I~id< rj L.L z`44z¢ a¢<� o�P£8 z u- E wag z J � Lij w Cy V) ,—I W uZIU W g ,-� 44F zQ 4 VI Z < O �.y.� w J T J� Z n T--i a to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 O SHEET NO. S3