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— (2) LAYER TYPE 1 (#15) 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 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 811x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE I'S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER cn 31/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ;n MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE .f qT cV00 r) _=1 11=1 11-1 I_- D60 6 MIL VAPOR BARRIER 11 II ,' p ,� a El I I � I p • III= COMP. SOIL. 1 II (COMPACTED TO 95% =1 I I I =1 I I=1 1 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I 1=1 I I —I I III 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS Ti Viiii (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0° S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS q. z -,;1, g SEE A/S3 OR J/S6--iL-1 I I I i III 1 1 Ii . FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS 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-III-I m a D I-1I1=1I1=ll I p 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 101(R302.11) 112" 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 6x6W1.4xW1.4 N WWF OR FIBERMESH ° D I I -I 11=111=1 I= II III -III -III-' r 8" 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. V-0" A.F.F. c� a . a . ° e ° d ELEV. -0'-3 1/2" ° OL ° ... 4 " .' ° c a a e. ..' a 4 A.F.F. o e ° . A 2x4 CONT. ° 11 CN i' I ; GARAGE DEPTH VARIES ° ° .d. .a 4 . ° d A .. 4. . GARAGE SLAB AT STEP rB SCALE: 3/4"= V-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T, STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/$"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 *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS w/ (10) 10d NAILS _ SPACED EVENLY �,P `� 2x P.T. PLATE ASSUMED FINISHED i i 1 11GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 FOR CLARITY °I>I=1 I I-1 11=1 11=1 11=1 11=I ° 1 D __ III -III -III -III -III -III z p p ° I -III -III -III -III -III -I I � NOTE: a D III -III -III -III -I 1=1 1= N *FOR BEARING WALL III 1 11 I I1 II I I� W/ UPLIFT ONLY _ _ _ _ — _ I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 I I-111- -III, I I II II I ITI I II I II I II I II I II 1111 I II IJ1TI I II I ILI I II I II I II I II i 11 11-'' lil 111 III I1 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE °° I -11 EEI-=I I I= -I= - - .° 11-1 1 1 1 I —I I —I = i = — -0) #5 REBAR w/ OPT. ' I=1 I I —III —I 11= 11= 11=1 11= 11=SCREEN ENCLOSURE 411�� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS <V ' M a: �T=11= a I I I_ r I�:IIIITIII IIIIIII� III n.. 1-1II' SEE A/S3 OR J/S6 � -I I I I I II 1i111 I I, IIII= FOR REINF. INFO. 3" MIN. CLEARANCE Viiii (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"° 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 c_ E ° 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR 5/" GYP. TYPE "X" @ 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 (Ti (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 31/2" MIN. 1 I u=1 I I-r I'3 1/2"(min.)- 4" 31/2"(min. - 4" I � E I 00 ° �1- -I I I -I I -III• -111 �I1_I T=1TI-III- �► I-1 f� I �' (2) #5 CONT. _I ITI�I I— I I I I I IT11 1 1 1�= 4" 11 411 U.N.O. MIN. TYPICAL BEARING WALL na STEP an SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. BLOCKING HORIZONTALLY@ INTERVALS )T EXCEEDING 10'-1 (R302.1 1) SULATION PER CHART ON FLOOR PLAN MPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -� '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S,P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.)47-- EXCEEDING 1U-0" (R302.11) (ALT:NOT 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. D ° . . D d °D. I —,�—III—'31/2"(min.)-4" 00 — — I �— 3 1/2"(min.) - a" =1 -1 I III -_I I -III=1 1 1Ti =III iJ 11 - 1U=1 11-` 11=1TI I I I_11 I I' (2) #5 CONT. T 14 ;1 II=1 If I- 11- lilt -g 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 L� LAYERS W/ TOTAL THICKNESS 7/8" OVER I{ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi - - D ° Dp FINISH GRADE °O M 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, Fy= 60ksi] -III=1 -III 6 MIL VAPOR BARRIER -III III p D -' I=) I I I ° ' III -III -III -III-. #5 REINFORCING BAR ' I i IH I=III=1I1=I11: T Z #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I I I 95% MODIFIED PROCTOR ASTM 1— I I=I I=1 1=I (=III=I HITI=D1557) III „III-_III_„III_„III,,,III_„III- 4" 11i11 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0101, e Q < A ° a 4.. d. !` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) �- M 1 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAN INTERIOR CONCRETE m 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 E� 6x6W1.4xW1.4 N ' WWF OR FIBERMESH cl) K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U T a =III=I 11=1 I I m' 6 p g I -I � I -III -I I I W lilt 11= n -ITI-III I i I -I ° 10.1 l #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE_""i REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z0 ATTACHED PER NAILING Lu SCHEDULE w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/41 TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS L — SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS T FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./ COMMUNITY SPECS ```�i``�i``�i``�i � I �%i"% ;``ice`` . . • (2) #5 CONT.=1 ON 3" CHAIRS 8" 1 -4— (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'.0" (R302.11) 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 r, ° p D I -III -III -III= I I f III —III —III—' r 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0° S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 0131 a ° r N I1-1Ii II1-1II,;II11 i I 4, - I SEE A/S3/J/S6 -I 1 „I 1-�� I, FOR REINF. INFO. 1' OPTION #1 SEE Ti WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ., EXTEND FILL CELLS a TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. f ' M 00 GRADE 4. - w o ;III —III ( 1Tf— a °. 1_TI—i I —I I i w I I 1=I I I -- FOOTING J U I -1 I-III=III=III I 1 -III—�—� I .. I fT BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 41ATUAL 7F .a ,, AUEi 2 It for Edit? _,00 N S 04 L0 w w 0 z Q A� LO > 0� o W 6-L �0 u M N nco 0 (n V m d M '- M 2 0 u 8 0 �S m U Q Ij _° < •l/V�'`i7 u W v, Cam{ w/ L � E M 71 C) ^ a n Lu W C7UJ W ~ J x Q O Z x ��JQO��QWUO2JO Q Q U j C)gzu-u _zi00~QQ ounx�o_Zowo_omzz U � U) 0 0 Z d U) W WLjj N 1Y Q J U' d 0 Z Y 0 9 w z 0 w J u 0 a QOW, �u, �Yi3 o 0< oQ 0 < h W O O Z LLB O� > (n O D�cy) � J U-) u 'ti^ Y f- cM co Z U Z W w� J O Mj co ' I I I I ! I I I o o000 0 o r N M CcoD 0 o O r N o I ' l 1 I z O CDW o CD O CDI I I L/ r N M 41 i zz W VJ zw O o " 0oo �0� LO O �z5; ow0 z awa 0m�� LU Ln N O ZOM o ■ ■ Ld /> � N QO zoo Z (� 0-ZW �z pU 0- _0 W z Z Lq Uj co N LAST PLOT DATE O ■ ■ Z 0 STRUCTURAL DETAILS - MONO