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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / 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 1x2 P.T. HORIZONTAL TYPE 'IS" 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 U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB uJ a MIN PSI MAY VARY PER - MUNICIPALITY. r' 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 N r 171) 6 MIL VAPOR _ K D 00 BARRIER 1 = II11 ,' � 'r 4 IIIII � COMP. SOIL. III ° (COMPACTED TO 95% =I I I I =1I1=1 I I 1= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I1 I I I I I —I I I-11 11 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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS z •• • TTI I ITI I I .e :. ` 4" r o0 •%: .. I 11 I .111- SEE A/S3 OR J/S61: I I III I,,, 11i 1111-, FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 8" (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 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 & @ 6" MAX FROM END OF 2 x PLATE _ .6x6W1.4xW1.4 N WWF OR FIBERMESH ° °11=1 1=1 1=1 11= II III —III —III—' 1 8„ 1 1w . ..r...91 l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" OIL a A.F.F. a . Ur a a a ° ;° a . ELEV. -0'-31/2" A.F.F. ° p 2x4 CONT. ° 11 °a..° o CN GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 1"x P.T. STUD vy #5 VERT. IN FILLED CELL SEE CC/S3 OR 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 (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS _ f 2x P.T. PLATE TYP. ASSUMED FINISHED ' '1 GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY ° D I=III—III—III—III—III I I__I D o. '. ° III —III —III —III —I � 11 z NOTE: *FOR BEARING WALL o° g D D II I II I II I II I II I II I II I II I II I II=I I I� " I=�1 III 111 i W/ UPLIFT ONLY- II IIIIII IIIII 111=1 I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I 11=1 I I —III —III —III —I 11=1 11— —I I I�ll� � I� II � II I II I II I IIII I_II I II I IITI�I I II I II I II I II I II I I I I II I II I I�I� 11—'' 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" ° ° a GRADE 00 — — — • -(1) #5 REBAR w/ OPT. '=1 11=1 11=1 11= I I- I I=1 I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" - O.H.D. RECESS CV � M —III �I I Sf,�I -II I111--r1 I •a •. •' . .r I � 00 III a. III —I I =4 I I= ':A . IIIIIII�III •". IIIIIIIi SEE A/S3ORJ/S6J -'ii 1 ii4„=,L!ii II, i• FOR REINF. INFO. L 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. 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 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: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ,,-3 1/2" MIN. ] z ° I I=III=III- I'31/2"(min.)- 4" 00 D —I —III—III 31/2"(min.) - 4" 111_=1 1 I I— 1I- -I I I I I III-1I (2)#SCONT. � =11 ,;,III„III�III 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP (@ SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 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 SCALE: 3/4"=V-0" 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 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2"'0/16" 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 C31/�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 6x6W1.4xW1.4 ' WWF OR FIBERMESH 00 1(3 1/2"(min.) .4" =1 I-1 I =1 I I III —I I =ITI=1 I i I -f1 I1 II I I I f1=1T_I-1 I I —III I I I=11 (2) #5 CONT. 14,II 1, 1,1111 1�14[1111�1 1, i,8� 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2x P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHO:FROM 2X PT PLATE #5 REINFORCING Q BOLTS 6" MAXWEEP SCREED INSTALLED BAR W ENDOF2"x P PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a N ° D FINISH GRADE ao [GRADE 60 MIN. Fy= 60ksi] a -III—III—III m D. 25" MIN. LAP [30" MIN. LAP] D —I I i=1 Will-W 6 MIL VAPOR BARRIER III D ° I=ll III=11=_ °° (0 -1 I 1 III=1 I I —III—) I I— #5 REINFORCING BAR R 1 "8 #5 LAP SPLICE III—III—III—III-1 COMP. SOIL. (COMPACTED TO I I I I D a . I I=III--111=� I 36" MIN. LAP [36" MIN. LAP] xxzx 95% MODIFIED PROCTOR ASTM �— I I=III=1 I I=1 11=1 11=L=IIII .I I 10" D1557) III II1 � III .III...III, III-_,III- 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. SCALE: 3/4"=V-0" 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD, 1/2" FROM SLAB 0101, Q CONT. BEAD SEALANT • ' INTERIOR ,ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB a° a 00 E- N T 1= I1==' -1 M 6 MIL VAPOR BARRIER =III I I �I —III IT_I Tll= 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 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 &LAYOUT DESIGN TOP OF BEAM 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 z ATTACHED PER NAILING w F SCHEDULE � > a w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o W CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS W/DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 04 SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER ' a. 0'-0" FIN. FLR./,-6 COMMUNITY SPECS — — — — — — — K S3 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 _ WWF OR FIBERMESH ° D f—III—Ig II TIT 1Tf (2) #5 CONT.Iml l l I ON 3" CHAIRS (TYP.) 8" 1,� 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 plan ° —�or com 00 4 e. coC N � M III a �•.— III111- III I —I SEE A/S3/J/S6 4" 1-41i 8" FOR REINF. INFO. OPTION #1 SEE TYP. 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 TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `= ' M ° °' —III III —I I I— Z= 11 I-1_TI-1�=T w 0 LU 0 `� LiI �I I I I I I1 o� l 11III =III=,III-, Z U_ — a„ a d = —' 111. — Cni ;;z Q III=1I I— —FOOTING 'T U ' DTI I ITI I ITITIT' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O N �v LO rs '1 4 ta..i. 1n `¢t.a= O r Q w 0 z a L L W 0 U M N v CO 'clo N V O Om u a 0 co W >_ L M OEg o Q �N t�' w O� �� C V o E� 0 7N V 4 W W W t- W J W 0 H J Z a �O2_j 0��<1.002 0 Q Q U �z�o�Do ZL< (3U)x92ztF00mzz WWIL WU5Wx<0UOZ< tnulw wOWo� a¢OW QzZQ LL 0W WoOa 0W zg a LLa 0 tea, O O Z W O11-- (n O 0�(MI` to J LL C� G (` F— 11 M 00Z 0 Wz� W O J O mi J L .12023 Virtual Review A sist Inc 1 Review completel an ap rovc d liance with the 2020 F 7 h1E tilon y Debra Anne Kla r p p 0 1 ' O N a000 N N N N L co co O W0)O 0 o r- N o I 1 I ' z O N^ ' n � � O O N o M O d , r Z ~ h./ Qz w O + W LUO_O -1 0) O U U � L 0 0�< Z aofa F_ LUw¢ 00 = w I- ('V 0 zoo ■ ■ W fl �3O O Q aLUIz J W ILL Z Z U O MMO W F- z z z w W J O N LAST PLOT DATE O z O STRUCTURAL DETAILS - MONO