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2x #2 SPF STUDS @16" O.C. W/ (2) 161 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 31/4" 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 It UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 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 UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND A i I'A HED D ° PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL - — D 11 I=I� I �—�I I II I 9 PRE ENGINEERED WOOD-�IIII� III — — TRUSS @ 24" O.C. U.N.O. "� �- I-� -� I -III -I I-� 1=111=111=i r 1Ti-1TI-T7-i I 1 I f-1TI LTf-1� HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 • �[ (TYP) 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 rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES 53 INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGT1w/ —TRUSS BOTTOM CHORD OR 2x4 #2 SPF (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) (U.N.O.) (OR / GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE RSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (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" OIHOR 2x BLOCKING HORIZONTALLY@ INTERVALS EX1 ERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS r 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATI `'' ELEV. 0'-0" (ALT: 1l2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE 0 5/8"x10' WEINCLUDE THE WALL ° A.F.F. @24"OC DGEANCHOR 2111 x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 O.C. °. ) 11 WWF OR FIBERMESH MEN SWWF OR FIBERMESH H 31/2" MIN. 3 1/2" MIN. 4 ° ° °... ' ° A a' ' 4 ELEV. -0'-31/2" a ...4. .'° ° °°.° ° 4 °,° a ° • . ° '' 4 2x4 CONT. a A.F.F. . ° p p A, ° Al 4 a—_—I'31/ ( I 4" D "(min.) 4" _ _ _ -�I-III- 2" m'n.)- - z III -III -III- n.)- a 0 z ..°. 'v N D a 4._� D pD GARAGE DEPTH VARIES ° 31/2"(min�)�7.41" 4 00 j 00 -LIIIIIIII III i� 31/2"(min.) - 4" -II=T — =1 I I� I 4. ° T 1 i I-11 I _ I 1 I-T-IlT Ti 111T-J -�I �ILI IL�-Ll IIl III III -II ''- 2 #5 CONT, 'TT '� 2 #5 CONT. GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" C� y'+ 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - STRENGTH CEILING 12" N.O. �2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s' BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GYP. TYPE 7' @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �o �\tN °�S 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT °° INTERVALS NOT EXCEEDING 8"x8"X16" KNOCK -OUT NOTE: SCREWS @ 7" O.C. 2 ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION � 10'-0" (R302.11) BLOCK W/ 1#5 CONT. 1"x P.T. STUD () SEE SECTION C/S3 FOR CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR cam.+ LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" ° 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6' J' BOLTS BOLT 3RD LAYER 1/8"THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " 1x2 P,T. HORIZONTAL (IF NO UP LIFT ON @ 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) "SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR STD. 90-HOOK (SEE DETAIL) w/ 10 10d NAILS - FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ( ) iti WEEP SCREED INSTALLED TYP. 2x P.T. PLATE � o END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL c PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D p 1x2 PT WD FURRING @ 24" O,C. ' ' GRADE % D ' D _ Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° ° D [GRADE 60 MIN. Fy= 60ksij FINISH GRADE 00 2 a D D o 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL M — — = p D • 25" MIN. LAP [3G" MIN. LAP] (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° ;' ° �— — — - g II —I •_ U.N.O. I L= w �- `II — D p pD o0 D D a , FOR LOCATIONS) FOR CLARITY °' R — — — — 6 MIL VAPOR BARRIER i 1 1 III ° 11=1 I I-1 � 1-11 =_ R 1 7/8' 1x4 P.T. BASE NAILER 31/4" BASEBOARD cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - 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 CV ' .•ti M p p a Z •00 � M D CD 6 MIL VAPOR BARRIER II ,' p !r 4CN II COMP. SOIL. 4 • '- (COMPACTED TO 95% MODIFIED PROCTOR Tit TT� NOTE: EXTEND DECO FINISH N ASTM D1557) to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS c*7 4„ L OP �IIII IIIIT SEE A/S3 OR J/S6 _ II T_ , FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. —� � #5 REINFORCING BAR D D' ., D a D I-III-III-III-III-III-L Z Z - _=_1T1=1Tf 1Tf=1Tf T - �f-I IT TI I- I TI=1 II= D #5 LAP SPLICE . ° o ° I-i I � �-III-III-III-I II � • 1�IIIIII(2) #5 CONT. NOTE: g ° D D J�--�T N COMP. SOIL. (COMPACTED TO I I _I _D _ = I 36"MIN. LAP [36" MIN. LAP) ON 3" CHAIRS 'FOR BEARING WALL 1�-- III=IJ=I I1�; i 95%MODIFIED PROCTOR +I— 1 IJff T I� 10" (TYP.) 8" 1'-0" 8" W/ UPLIFT ONLY — — — r� IT - i TI f-I I- I I�11-Ill- -�11--l�l-lll�J1 1J1 111 I I i D1557) III 1�I1, �TJ1,�IlII-LI,�11r II��--T— TTT 4" REINFORCING BAR #5 STD. 90 HOOK Tn-1�1:1Tf,;111TIIIIIIILR,II�IIIlllrlll-111 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING KE REBAR DETAILS rF WALL w/ UPLIFT G SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: N.T.S. SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL 3 SLAB INFORMATION. 6x6W1AxW1.4 3 1/2" WWF OR FIBERMESH min. 4"---, z GRADE 00 ° _ r REBAR w/ OPT. I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 53 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS c I=- z N ' M a =L 1 , .... • „ 4°Q - T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 ADDITIONAL INFORMATION. SLAB INFORMATION. S 53 SCALE: 3/4"=1'-0° S3 VARIES SEE PLAN 1 1/2" RECESS FOR � 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 7 10d NAILS TO TRUSS TOP CHORD FOR TRUSS "' • AT 24" O.C. MAX.x CONNECTION INFO SEE PLAN FOR ' . &LAYOUT DESIGN ° — — TOP OF BEAM °. SEE ROOF PLAN ° ' III -I I I nl I IT NViftu" — — - — ° ° ° I1- Plaw ie (2) HTS20 FOR STRUCTURAL i— +or complifjce 1 I II BEAM SIZE & _' I 4 �' by pet CONNECTION INFO ° M - 1 8 TI I- P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR °.. .4" ... CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °P M 6 MIL VAPOR - 1 — _ — BARRIER — — —IIT HE'L III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 2x4 #2 SYP P.T. FRAMING w/ =111 , MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 1'-4+' 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL '°' w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD _E d INSULATION PER CHART ILSQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;� z G 4 ° —j ) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 1+ T SIZE AND REINFORCEMENT) Z WWF OR FIBERMESH M w I IllTJI- ° /—BRICK PAVERS or SLAB PER / COMMUNITY SPECS o o = • 0 °• s _z Q " � — ° 4 — — " g ¢ 0-0 FIN. FLR 01. — FOOTING -II II_-1T=11-111-1--llf--Tfr BEYOND ' III PAD REINFORCEMENT I II I Ii i i�"'- (SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 cM N CN o .t. ',•� o 00 ,L �P4'b ��, �•� Lu w Q cnn` M LO E L 0 i o W C) M N M o oN MONO N c n s M u S 2s °a$ U •N V W a� 7N s` o E � aLLi w a~ LLI a�zoz� OaX0oo Q V ao¢JzELL0-z0 J¢� Z O a Y0WMWWQw(L> z Z WU)O aO�oLQ aO wVw0� LL 00 LL O 0 rq V)DI,*% %-.1 .;p V) C) O ac~n JLn aunLLV: d Lu � CL 4 I- Z Z W �o L 2 12023 J I" ___ N N N N N N Review A . In'. M completed and a pro N '' N ith the 2020 FBC 7th d+' fP `' O a Anne Klahr PX2 00 O O'o 0 00 1 0) co 00 00 O O O N N N N N N N 6 N 0— ' O O t- o0 O cV r- A O 4 6 O OO O N N 0 N�CD � � N 'cM 0 41 0 Vi 0 CD 0 � M Z z a w owin LU O O Q Qo �o>a 22a 0 IX = Z ZLLJ~ ` =000Z J � Qz %- �Lu ZIx T-4 Q- Z Z ��( �LuM N U) zz a�0 Z U U� a 0 0 W o< Z Z z Lu W(y) O � LAST PLOT DATE May. 8, 23 STRUCTURAL Za + 0 J DETAILS -MONO