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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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. 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 "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #b VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD �- rr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - 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 r _4 V eD 00Z M _ =III I I=I D 50 6 MIL VAPOR"/III D I =1 = = z BARRIER IIIII I ,' p -� a l l II I I COMP. SOIL. I III (COMPACTED TO 95% —I I I =I 11 I I I— NOTE: EXTEND DECO FINISH MODIFIED PROCTOR :Ill-- I I 111—I11-1 I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4,, 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �,53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS 14 AVERSO.H.D. RECESS z TM 00 SEE A/S3 OR J/S6-I II I II I ICI I I I I I I 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (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. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) i D 'III —III —III 111 1LI=III I ' p 1=f I I=1 I I=1 I I=I D I I 1-1 ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH Is 11—III—III-11- o • I T III -III -III-' �- 8, 1 .1 . _... L... 91 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r ELEV. 0'-0" _J A.F.F A . C7 a. ° . °.. °' Q . Q ° R a a ELEV. -0'-3 1/2" z A.F.F. p e a 2x4 CONT. ° ° ° tL I .14 . a .. 4 e. a: °°. e N ° e GARAGE DEPTH VARIES °' ° GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "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) 1Gd NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL SOOTING MONO SHOWN FOR CLARITY 00 ° p ' I=1 11=1 11=1 11=1 11=1 11=__I I,D D ° D III —III —I i I —III —III —III Z NOTE: I —III —III —I I i—III—I 11=1 I� *FOR BEARING WALL I—III—III—III=III—III= I r W/ UPLIFT ONLY -III,;,IIII�II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illllllllllllllillll—'' FRAME WALL TO C.M.U. WALL CONNECTION r 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 oo .° =1 =1 1=1 I=I 1=III III III=III (1) #5 REBAR w/ OPT. ' I —III —III —I 11= 11= I 1=1 f I= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —I r--O.H.D. RECESS • �-11j I I � I 1=_.I I I� I ', �.. ' °:,' �.• °_ -III-1 I � I I-- I � �I I I� � II I .��■: +:: � . II I II I I •III I ° , .. I —III• SEE A/S3ORJ/S6J 'I!ill lllill lil IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESSri 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 %" 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. 00 b 31/2,(min. (2)#SCONT. ll 4"1fI1=I'I-I4�1I"8" U.N.O. U.N.O. MIN, 1-NI IIT. TYPICAL BEARING WALL (D STEP (D SI I'HI` -I1IIEI'-T- A-II RI- WALLV7 ; "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" 1 /2"(min.)- 4" 5/8"OR 1/2" HIGH STRENGTH — (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 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 6x6W1.4xW1.4 /WWF OR FIBERMESH 31/2"(min.) - 4" =1 I I=1 I I —III—I �' =1 I! it I I I III=1 11=111=1 I I III —III '' ' I — 1-1 I—III—III—III-1 I —III-' (2) #5 CONT. 4 i 1-1iI,_41,i I—i i i 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" APPLICATION V NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 718" 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 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM o END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Lu D D GRADE 40 MIN. F - 40ksi a ° iN d ' D ' Z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi ( m FINISH GRADE 00 25" MIN. LAP [30"MIN. LAP] [ Y ] J �t 1 I —III —III p . I I=1 I=1 =III p D° _ —_ -- w 6 MIL VAPOR BARRIER -) I i III I I —III —I 1=1 I —_ - cn III III III —I 1-I I I I II 1=1II—I I I=I I I—, #5 REINFORCING BAR R 1 7/8 ' I III D : 11=1I1=1I I —I I1-1I1= r #5 LAP SPLICE II II • III—III—III=1I1=I COMP. SOIL. (COMPACTED TO I I II 1 D ° I I=1 I=1 (=1 I=� I' 36"MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM ' �- 71 =I l I=I 11=I (1=1 I m I I=I I I 1 I' 10" D1557) -III � 4" 1-4'#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. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALA& INTERIOR d. °. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 0o E _ M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSSCONNECTION AT 24" O.C. MAX. INFC ��_p SEE PLAN FOR CA & 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 SCHEDULE LU j ¢ 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"x3" TAPCONS AT 8" COLUMN TO PORCH SILL IO.C. GARAGE ATTACHMENTS & 18/D1 ° 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT d w/ MIN. (2) #5 VERTICALS d r> FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH ° BRICK PAVERS or SLAB PER —I —� — — — . °— — 0'-0" FIN. FLR.� COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" K S3 (2) #5 CONT. =11 1 1 ON 3" CHAIRS (TYP.) 8' 1'-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 r =: WWF OR FIBERMESH , I —III I —III - I ITT TYPICAL INTERIOR BEARING WALL w/ UPLIFT G Ii 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 I d — MN d —111 I I, III III; N r N ;a, I I III=III, III„ IIIII M II11 d. a—11IIII ---= 11111�. SEE A/s3/J/S6 =1 I „111-111„111-111 „� I 4 1'-4 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4 -1-0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. f ' M 00 d. 0;III-1 I I'° d d• I=1 11=1 I I=1 I I=I' z = I —III —I ' III-1I I —III —III w � 0_ w III —III I 11=111=1II_ Ill z w 00`�� =III=1 '.. °a = = MZ< `� ' i=1 =1 11=III=III=III I I—III=III— FOOTING -1 I I I I f-1 I I —III —III —I Il III —III —I 11- v 11,;�1111iII11Tlllli�llll ,11-III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N *") SCALE: N.T.S. CJ'3 N O zz c' I.f) 2 qA 00 r9 t'7s LO g�sE, Cr Pa y 3 `ki d,F f e o CK z W 16.> `O � U N N — in C3 W 3 a U -0— g M = o Oo U Q _ O ", o a .Ns w�� * QN C a)� 00E .02 - a a W w ❑W F W J W2,0 i•- � J � Z � ¢ z U_ Ix5--1x-j(n0 a H U) JO z¢� O H O 5coRxo"o200W, ��aCL �cnWLIJ �01— U) 0 Z JO<OzwF¢-UiZwwp�U❑¢ OW o = oQZq�¢ O ,J_¢ s1 O Z N O� i U) O �IcMO� Lo G U I` IZ � 00 Q U Q z W W O _I O I Jul.. Z0211 Virtual Revi I w Assisi, I I In . , Plans t#evie co plet d a d a pr v d for compliance with the , 030 EEC #h E itio u 11bebri An le`Kl i1r Xt3 4 O 0 O 0 O r 0 M N 0 M M LO f� _M M CQ O 00 o � CDr O N o 1 1 1 1 0 N'n 0 0 0 o I I I Lo L/ > r N M M' Cr zz (^ /, Q z O zW � W U 000 O UUC/) O 0�❑ z aka L l = m =W N O �Oz: W Q p z0 O Q U a- z 0� 32 Z Nz Q F- 0U 0 z z W Uj J r o r LAST PLOT DATE .. z6-0 0 STRUCTURAL DETAILS - MONO