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II . 11 l -A 11 11, 1 11 II 11 1 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV A\ i UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED '. p °. PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -III—III—III-I m II—III—III—III- =1 11=11=J I I ° /RIM PRE ENGINEERED WOOD i—I I IIII 1 IIIIIIIIL=IL=I =III=III=�=I 1 TRUSS @ 24" O.C. U.N.O. ' I I III=III—III=III J I —III III —I ('- HURRICANE ANCHOR @ EACH =I I illylll (IIIII II I II I I II i lI 11- 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF _� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /" GYP. TYPE O aM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER(* ASHER (TYP.) STEP, SIZE OF FOUNDATION AND "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ° a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 IN F OR FIBERMESH WWF OR FIBERMESH ° @ 24" O.C.) ATTACHMENTS 2" ° d ° z 3 1/2" MIN. WW 3 1/2"MIN. ° .4 ° A a ELEV. 4-3 1/2" ° ...d ° .. ° ° °. ° ° d Q ' d A.F.F. o 2x4 CONT. ° .. U_ p ° _ 1 ° ° °. °... d O d:..° Q ° ° N z D b ° ° ' — �11—III=III I'3 1/2"(min.) 4" z p pp. —III T d °. — — — I —I GARAGE DEPTH VARIES 3 1/2"(min. - 4" 11=III f 111 IIII IIII- 3 1 /2"(min.) - 4" =III=III — IIII III � I " a I —III=III 11 M I 1=1 I I II 1=1 111=1 I=III=III III=IIII I I I— —I —i I I —I I (=III —I I —III- I I —I I=III-III=III=I 1=I � I- (2) #5 CONT. 4" 1 -4 8" — I-1 i I—III-1 1 — (2) #5 CONT.U.8„ GARAGE SLAB AT STEP rB N o MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 0-os� - STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s BOARD PER CODE (OR 5/8" 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C GYP. TYPE "X" @GARAGE 2x STUD @ �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,p•M��N�° ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT SCREWS @ 7O.C. 8.1x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTSif APPLICATION / FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INSULATION PER SEE CC/S3 OR cc"\( LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART INSULATION FLOOR - G/S3 FOR ANCHOR 5/8' x 10 J BOLT 24' O/C W/ 2"'X 3/16 METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. - 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT ° @ ° CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLAN PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (IF NO UP LIFT ON @ 24' O.C. VERT. OR K.O. BLOCK 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING SPACED EVENLY P.T.PLATE FIBERMESH WEEP SCREED INSTALLEDXXX BAR STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS C\I 2x ARCHITECTURAL TYP, � PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE `I p p _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ksi GRADE 60 MIN. F () MONO OR STEMWALL FINISH GRADE °� [ y 1 #5 VERT. IN FILL CELLS y ? M — — — a p' 25" MIN. LAP [30"MIN. LAP] 1/2" GYPSUM WALLBOARD ° U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° P' —III FOR LOCATIONS) FOR CLARITY p a' R — — — — — °O 6 MIL VAPOR BARRIER i IIII III °n ° 11=III=III=� 0O R 1 7/8" 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD li MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER oM MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE N 6 MIL VAPOR D 00 BARRIER IIIII ; D a l l II COMP. SOIL. �I I c • 111= `� (COMPACTED TO 95% III I I III=1 I I I III NOTE: EXTEND DECO FINISH MODIFIED PROCTOR —I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS Z 4 I I I SEE A/S3 OR J/S6—` ILIT 1111111 11 1 111 111I Ir FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (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. I—III=III=III=III=III=1 -1 I I III—�=III—III— #5 REINFORCING BAR III —I I I —I I E9 I I —I I I —III- Z_ _I III I I=1 I f=II I I I II � 1I I I� T #5 I AP sPl ICF p ° I—III=III—III—III—III—� I I II I II I • ° I I I IIII III III NOTE: g . III —III —III —III —III —III -_II _p _ _ *FOR BEARING WALL I=III=III=III=III=IIII ' T COMP, MODIFIEDCPROCTOR ASOM �= 11=III=III=III=IIII7T6—,7, =III- W/ UPLIFT ONLY — — — ___ III—III=III=III_III=III-III=III=III=1 I I=III=1 I IIII=I I I_III1 , I I D 1557) IIIIIIII 1 I III I I III I I III I I I II I I =1II, III=III=III=III=III=III=III—III=III—III=III=III=III— 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° ° GRADE °° 1=1 I FEI I IEI_ _ _ l=—- - — — — — -(1) #5 REBAR w/ OPT. III-111=111= I = I I=111= 11=SCRE.BN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 f°' d.. .. M eo. 'A Q ' _III —_III , .4. I —I I I —I I r 'II=III IIIIIIII F SEE A/S3 OR J/S6 --- -I L1771 i i II1 111-11 , III 1 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 11 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 2" 01011, a d Q - a . a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 - '� CV � M 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALA� 4" INTERIOR � CONCRETE S 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 p U J I —III —III —III w I; ,I I Bill l l l l l I IIII I D° 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (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 c WWF OR FIBERMESH p D. p II —III —III —III- III IIII=111=1I1=' r (2) #5 CONT. ON 3" CHAIRS I 101, (TYP.) f #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR _T7 F 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (..-) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO -� ° —� SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN ° III-11, ,III; N SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 8 II M � II •. _III 2x4 #2 SYP P.T. FRAMING w/ I III-1 I I —I I I I II I I 1 'Mill MIN 7/16" O.S.B. SHEATHING ,III SEE A/S3/ 4—' 1 I-- "- 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-) w SCHEDULE X < SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION LL COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) 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" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � � INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Z1 ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a M FILLED SOLID (SEE PLAN FOR = __ _ _ ; d x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) Z = ;=° —III—I °•= I 1 _��6 w WWF OR FIBERMESH o W III=1 I I I =1 =1 I I=1 11=JJ ° BRICK PAVERS or SLAB PER = p o E i I=1 • j° • ' °• ; Z �_ Q 0'-0" FIN. FLR. COMMUNITY SPECS " — —° _ _ _ —1 I —I I—� = _ — = — — _ — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 —.��■BEYOND ji ji ji /i jig I , ✓i / //✓j�/ p✓/ � ✓i(SEE SCHEDULE) \000\\\ I yo•��\.\\.SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE ✓i �i �i, ii'ii'ii✓i✓i✓i�i'j .TAPERED COLUMN FRAMING rC D 1'�2 PATIO COLUMN FTG. DETAIL rN kAy 2 Zan Virtual Review Assist, Plans Review com Inc. inr complied and ance with the 2020 FO approved by Debra Anne Klahr PX23tl 0h Edition Y _ N O N `. ;. N In 0 +a ¢A ao a Z LU J** o w 0 z Q N A, L L. 'C so Co, U L� � 0 m N N �T M V -0 M E 'c t o �- °fig �Q �nN, V w aN W L E� (/W) "O ow (6ILL! �LLO w_ioz�a m< c+r- —LL UO Q )Ocr ) aJowoo aU)OZo'co 0 JaZ 0z ��Oa Z zYO� 111 c Lpa O¢Q (n 0 oW°� �—zw �w°p2UQzga u a O f a LL a O N Ow 0 O O Q (L 2: L LL n ~ a < a cyj 00 < ~ Z � LU zo two N N N O A � 4 � 0 0 0 o 0 q C) o6 ai CO � tJ0 •c— 00 � O N O o e— 0 Q) 0 0 O 0 O 0 0 N 0 N ' o0 C)4 M 0 � 0 � 0 � 0 O O N 0 C) o in N ` °' O N O co O 'mot O Ili C)0 CO 1� L M U) z z —z0 w WU�� oWc� 4_j 0 O Q rJ cl < �a OXWM z LLJ r- Q ~m�z w� =0=z z > J Q i'2zof Z z W O��z C� 00 U�ZU) z ,-_1 � a o nI'•z IL.L�.1 U OU� o F-- m Z Q Z Z J W M N LAST PLOT DATE Mar. 23, 23 Z Q STRUCTURAL _I DETAILS -MONO