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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) 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; 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE " (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 & @ 6" MAX FROM END OF 2 x PLATE _� E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' PITCH >4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT ° D D (I=I I=I 4 FOR ROOF PITCH 412 OR LESS I-�=III-III I P I I (I Il . T_ - - - I - D • —I 11=1 I f-1 11=1 I I III—III-1 I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ° __ I —I I I I I —I I I-1 I I I =1 '=1 11=1 11=1 I ('- HURRICANE ANCHOR @ EACH -I I 10fIM" �II---II III I TRUSS (SEE UPLIFT SCHED.) W/ -, g" �+) - 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 SCALE: 3/4"=V-0" JC3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR J Y/ J J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- `_ 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ``' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR G o q a A.F.F @ 24" O.C.) 211 WWF OR FIBERMESH @ 24" O.C.) ° 0g �31/2" MIN. 4 Z b °d° d4 0 d ° A.F.F. ° .4"a 00 ° ° ° a ° `� 9 3 v2min..).- .). GARAGE DEPTH VARIES d _=I 1 I—"III--III-1II' FIIII—(—I I IE=I E(I '11i —'_—'— 1 I i I (— (2) #5 CONT. 4" 1'4" 8" GARAGE SLAB AT STEP l B TYPICAL BEARING WALL STEP SHEARWALL4 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. EE SOFFIT A If SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD 2 ROWS OF 2 BLOCKING "SHEAR WALL" SCALE: 3/4"=V-0" 3 1/2" MIN. 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'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH Af ° 1 �111=-131/2"(min.)- 4„ 00 D 31/2"(min.) - 4" =1 I-1 II- - ' =I I_II 1 I i I �� 1151 L -fill (2) #5 CONT. 4 -4 8' U.N.O. MIN. TYPICAL BEARING WALL @STEP rc C \\ EXTERIOR WALL 8" C.M.U. @ 2x STUDS @ 16" 0/C 8"x8"X16" KNOCK -OUT THIRD POINTSx BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL r 2x P.T. PLATE PER MANUF, FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.-/ j ° GRADE #3 & #4 LAP SPLICE i�l v D D D ' Z GRADE 40 MIN. Fy= 40ks1 (1) #5 VERT. IN FILL MONO OR STEMWALL z r _ - - -0 o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD ° U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o _III=1 I I= I I - FOUNDATION PLAN FOR CLARITY ° D °O 6 MIL VAPOR BARRIER -1 I I I D D ° 11=1 (=J=) O° R 1 7/8„ FOR LOCATIONS) p p o I= I I= =11E I =11=l ' I• I I I I I E=ITI—L TI—, N z #5 REINFORCING BAR -� 1x4 P.T. BASE NAILER ° I =1 - =1 =1 =1 - ? I III o I 1=1�Illl E I_I: r #ri I AP 4PI IC F 4"x4" INSPECTION la11=TI=1 31/4" BASEBOARD PORT AT EACH NOTE g ° ° *FOR BEARING WALL -i ,- COMP. SOIL. (COMPACTED TO —I FILLED CELL TYPICAL — I— = I= I=— 95%MODIFIED PROCTOR ASTM I!=11�-IJ= I (=1I 1=1-- MIN, 2500 PSI CONC. SLAB W/ UPLIFT ONLY - -r M AT GARAGE CONTRACTOR I I I=1 1=1 1=1 1=1 1=1 1=I =1 1=1 1=1 1=1 1=1 1=1 11=1 11=I 1=1 D1557) 1111 V ITITI �I I IT) I I� �I � 1=;� 11- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =1 Ii I= I= -I -I - - = - = =1 it 1- 4" 1'-4" MUNICIPALITY. -III-III_- � 1 i � l- 1 �„ � =� =III- I I CURB DUE TO SLOPEIll CONCRETE SLAB WWF a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. CV ' D °p 'I' - Z 00 cl, _ L _ ° L i III 1 6x6W1.4xW1.4 D 31/2" WWF OR FIBERMESH 6 MIL VAPOR - D I h I - 1- z_ T min.) 4" BARRIER , p 4 ° COMP. SOIL. D ff r O0 - - - (COMPACTED TO 95%� MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS� BLOCK WALL BEYOND 14 O.H.D. RECESS z ,--IN 2 I 09 SEE A/S3 OR J/S6 --'- -I I II I ITI I I , , I I I I1 IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. SCALE: 3/4"=1'-0" 4r GRADE C _ TII l IrT I REBAR w/OPT. T 1- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 13„ -t O.H.D. RECESS OD .TF ,- -I .. lam SEEA/S30RJ/S6-`_ -�Lll Illli�l�l I ,il. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP, BD. P.T. 2x 2„ HOLD GYP. BD, 1/2" FROM SLAB 0 ° CONT. BEAD SEALM Q ° ° INTERIOR ° a -31- /2" � CONCRETE NAILS W 1 1/2' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE a° 00 C j 1=1 11= M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE z:-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 c� ' 1 WWF OR FIBERMESH K S3 SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D w ' lll=1�1=1�IrAp . ci.I—III—III=III L 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN a FOR STRUCTURAL r BEAM SIZE & 2x4 P.T. CONNECTION INFO PLATE nib" O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ ° I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE a � w w o U) 0'-0" FIN. FLR.jk 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 (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 1F APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._ ff 6x6W1.4xW1.4 CNI WWF OR FIBERMESH *- III III — III—III—' r (2) #5 CONT. =1 I I-1 11=1 I II I-1� L, ,, I ON T' CHAIRS (TYP.) 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES] 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T I 1 M 1 Vr\ nu191 . fill V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 GRADE- - 4 a ° uj Z w Q 1—I—I —I—I I —III —I w 0 0 `= 1 11111111 • a�=III=III - z w U 1= �'ll=1 =1I I=1I =1 11=1I I I E I I 1=1 1 1— FOOTING J =1 III —III —III —III —III 111=III—III_ I-111=1 11=1 11=1 I I „1 1-1 I I I I BEYOND PAD REINFORCEMENT -� 1=1 1=i 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 C9 �_ Z M O Q J O- `� z c/) (D w f� o Ow � ~ �� r o 0 ~ u, ~ E — $ wi N M ccum (6 C N O o 0 Ua u co co 0 coao �o.,ad �1 m rn ¢ o Al 1BID N C B D C IV 42, �4 IV f � All a o o� � LLcaay :ate � w a •tR-, To the be the4X}gine�riainfppr�matigll, and belief, the st„R,yuraf`fSq and specifi,�a �st`on '4,ed within these dYaf�►y'n.gs 2'o �y ,ftktiea 17 F a Building Code - R�otry,a al 6th dition. s is 6R�y/' signature and seal ffQQ ff�%Q ¢#e'I ngineering portions of the drawing pa�sr bC�S'fng Engineer's signature and seal. it O CD Z r1j O N � M �O � (n M Q a L �r Ln O n Q � L.L � �— fl.. � M � Ufu ,� a C00 z � � W J�~ l0 �R Za J Lu oQ8o QZWW< j Z Z W �0. Q SW IZ O Rm J° J Zo >' U rl � fZ 0 C g 3 > ,—I 0 0 O U �_ Q Q a� two I- J a = X U � (V A ' O o�o� Z W c J a Q a 3 r m Z N a10 J Lr) C� G Q LLJ Q�¢ Z w ¢ - C:)) w~~ Z T"I *k � Z o 00 0 Oo g = SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 2mO SHEET NO. S3 (MONO) t`.