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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 ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"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 H 1x2 P.T. HORIZONTAL I TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C._/FINISH (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD x MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER - MUNICIPALITY. N 4"1 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 E CV ,% 100 D&IIHI1=1 - Z_ in 11 1 1 II _ I = 00 - - 6 MIL VAPOR z BARRIER 111 ; D t> • • I I= <V COMP. SOIL. e OE_ (COMPACTED TO 95% I I� 111 I NOTE: EXTEND DECC FINISH MODIFIED PROCTOR 11114 I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. VI (1 STORY) STD. 90 HOOK U.N.O. 4" VI (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB BLOCK WALL BEYOND O.H.D. RECESS z -- J. it. 4„ 1 �r SEE A/S3 OR J/S6-� I� I I III I, I I I II I I; FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / VI (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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'1 (R302.11) 1/2" GYP. WS (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH °' e II�I�111 0 II 11�IIf :- 1 8„,. l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK OIL 4' A.F.F. e . e. ° a C9 d .e. a a' Q . ELEV. -0'-3 1/2" z ° . A 4 2x4 CCNT. o . A. e F.F. ILL aAVe 4a N V. e 4. e GARAGE DEPTH VARIES a V Y .4 .e a ° A ,... a Y 4. AV GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1111 P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N 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 all (6) 1/4"x31/4" TAPCONS SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN .e o D ° o' 2 FOR CLARITY ° R ' ao ° °� �I I �I 11=1 I �I I It 1 I-i ° D II�I1=II�II�l�II� Z NOTE: " ' 8 ° �I I �I I I —I 11=III—I 11=I I FOR BEARING WALL N W/ UPLIFT ONLY — iil�lll—llliTh'�'ll I' ��IIII�II�1�•1� FRAME WALL TO C.M.U. WALL CONNECTION 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" ° ° v GRADE a 00 (1) #5 REBAR w/ OPT. I—III=1 I I=1 I I I I 11= I KSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M '..; —III=llpll�l�' ' . ' ."..... -11r IlllI . i .., _ I � � I-1 I , 14" I _, SEE A/S3 OR J/S6 --- -'! I I " �II r FOR REINF. INFO. 3" MIN. CLEARANCE 11(1 STORY) 1'-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"13/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E e 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" 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 (TYP.) (ALT: 11 12" TITEN HD @ 24" O.C. OR 5/8"10' WEDGE ANCHOR @ 24" O.C.) 211 3 1/2" MIN. b' e' 0() D e �_--�T�TIT_TTT , 1 A •' s 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. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I- �_ 1 I rI I I (2)#SCONT. II -1 4" VI 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 31 /2" MIN. 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. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH 00 r(31/2"(min.) - 4" —III III =I (2) #5 CONT. U.N.O. �-4 MIN. TYPICAL BEARING WALL @ STEP 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. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR FINISH GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy- 60ksi] c*� a p . 25" MIN. LAP [30" MIN. LAP] —III=1 I � I I - 6 MIL VAPOR BARRIE ' °° #5 REINFORCING BAR R 1 7/8„ I I I o : I I • I 1 A. I �I I �I I I I —I I �I 11=1 I I I �� I' #5 LAP SPLICE COMP. SOIL. (COMPACTED TO i I I — — —1 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM ' I �I 111=1 I I I �I I r 10" #6 REINFORCING BAR #5 STD. 90 HOOK D1557) =III ��I�I�I�I---I, 4" V-4" 1 I�I11 III' #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB y n,_D�, J CONT. BEAD SEALAN 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 m w M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"1 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 WWF OR FIBERMESH A. 1 K S3 SCALE: 3/4"=1'-0" 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 � e . W ��I I I I I I I I D •D a. o ' II III ° REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE ins• o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w 0 SCHEDULE j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS (2) #5 CONT. ' =1 IF- ON 3" CHAIRS (TYP.) 8" VI 1 /2"(min.)- 4" CC S3 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 mIt E I�ICD 11 I I —I I �I 11=' - 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH c� e �'' e . a I I I I: N I _ I_I---1�1 11- I -1 I IT1 IV. IF E d a SEE A/S3/J/S6 111,- I I 8 " 4 �— ' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. r ' co GRAD d ° in d c� ° S Z W oII I Il�ll�ll�lr W °oo�= I�_' • , a�.l I IIIII - za LL cn 'ICI °II II ° IIIII d II II m R Cr � I I �I FOOTING � III ...I I _L I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. C� JUN 1 1 2022 VIRTUAL REVIEW 4S51ST virtual Review Assist, eted and approved Plans Review comp for comp FBC 7th e with the 2020 Edition by Debra Anlie Klahr PX2300 N N O N N 04 CD 130 G <„ to W z Q LO n E O W L C '0 In MA Ci 7C)� m C: A, E t O W O O 2 0 _p w T�1 0 v_I p a� Q t Ui)•O } C W L �o EM -�a� 0 Q ofW W LLI 1: LL'01-- �Q ��I z Z °��aoa�QLL�oLL-jo Q H U a X-��x30� O� C3 n°��oZoi2oomllacai �H cy 0 0 Z J(96- C'wozz�owpV a on. U) LL Q�QOwaU) mW2S ow �H� gyz o oQ v Q a OQ 0 �QLL O O CN ZW 0— U) O _> U) CCM O aJ W _M Q >_ Q Co Z U WZ� W O J O mi ' I I I I I I I ; O o 04 Q 0 N 0 N M O Cl) ` N C o O � CD o I � i i i I ' z 0 W of o o I N C6 I I ' 00 o- >- zZ v/ Qz O ZW �--+ O W VLo W O O UV� A i[ it O oZ- gw0 Z n�iYa Q C = 0 =< ~~O r-1 z o= W 0- 2§2 . M Q O �. � z UIzZ gw& Ln Z U � 0 CL Z z z z W W J CD N LAST PLOT DATE N O .. Z O STRUCTURAL DETAILS - MONO