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II ' 'r Ilp' 1'll'I 'III�i1rzn1 �lo�'i� _ �� I -� ��--- -• _ nn� y,r... L (2) LAYERS ASTM T`.'PE 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/ (NP') 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) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL 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 •E t ° QO D —I I = _ 7 W -- 6 MIL VAPOR BARRIER 11I1I D I I I E `� COMP. SOIL. (COMPACTED TO 95% —I I I —� I=1L I = NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I 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'-8" (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 14" PAVERS—[�O.H.D. RECESS z II -�v 2 4" a:. T I IT �.... I—IIF ,III - SEE A/S3 OR J/S6 I I TT- I I I I FLIT IT 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.) � D ` L-11L 111 1=J_I=1LI=11_I I > 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 E 6x6W1.4xW1.4 WWF OR FIBERMESH ° II Illlllll�lll�� 1 8„ 1 —1'7 .._. 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 CV `o ELEV. 0'-0OIL °:. A.F.F. d. V °.q ° a ELEV. -0'-3 1/2" iz- A.F.F. DO a ° a 2x4 CONT. °. ' ° LL o°O,°.' ° 4° a o A. a I'' I ° nId ° N GARAGE DEPTH VARIES °. ° c a 4 GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL 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) 1l4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY wl (10) 10d NAILS _ TYP. 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL ° z FOOTING MONO SHOWN00 FOR CLARITY ° D ° I=1 I I —I 11=1 11=1 11=1 11=I III—III—III—III=ll=III Z o ° I —III —III —III —III —III —I I � NOTE: g ' ° D III—III—III—III=111—I 1= N *FOR BEARING WALL 1=III �111i 11111 II I �1111; I T W/ UPLIFT ONLY J 11=III=1J.=1 I I—III—III—III—III—III—III—III—III—III—III=111-1 I -III-1 I I—III-J I I-1 11=Ill I II= — —111 III I=1 11=1 11=1J=LI 1=111—'' Ll "-11 1=111 .11 I--11 f—I 1 I=11—I 11=1_TI111=111-1 I I— I I' FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" -z— GRADE e °° =Ill= 1= 1=_I=1 =1 I = '=1— — —--Ll--� -(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 1 r 11= 11II 11=1 I 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 � T -11-l1l�IIIIII. ° I op 4„ 1—I I I=1 I I -I 11- III -I 11-11 TO I—, I f SEE A/S3 0R J/S6-� -IL IF, I I l 11 i,l 1 1 I I111. 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. 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. 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"00' WEDGE ANCHOR @ 24" O.C.) 2„ 3 1/2" 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 r ' b III—III—1 l— _ z II-III=III=1'31/2"(min.)-4" 31/2"(min. - 4" —III—III I I=1 I I_I=T= _ _ —III—I I —III. III �I I I _—III—�III=III=III III —III I'' (2)#5CONT. 1 I ,�IIIII�I�"I�I...I�111 ��-�� 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (c STEP cD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �G�MNUo s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° co .p D —iT1= _ FINISH GRADE o0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —111=1 II — 6 MIL VAPOR BARRIER —III III D ° I I=1 11= I =� __ - O0 R 1 7/8" #5 REINFORCING BAR .� III D I I-1 111 �I III �I I� r #f; I Ap .1;pl Ir l= I II . III —III —I COMP. SOIL. (COMPACTED TO I I II I p e. 11=11I-11I- 95% MODIFIED PROCTOR ASTM �= I I=1 I —I I —I 1=I 11=1 I I D1557) 4" II T—III—III—III—III- 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 _ l J CONT. BEAD SEALANT �= ¢ INTERIOR 2x STUDS @ 24" O.C. U.N.O. .' GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E r6x6W1.4xW1.4 N 1 WWF OR FIBERMESH I �, OP �- =' M 6 MIL VAPOR =_ BARRIER —_ I ' ! L �11IIIIIIIIIIIIII,III,, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 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 1=1 I _ =I I III=1 I 1-111-1 —III—I I=1 i '=1I1 =1 I F IZZII1=1I1-1I1=111 11I—III 1' (2) #5 CONT. 1— 14,;1 11 1111 ��1141„111 11 1 8� �- U.N.O. MIN. TYPICAL BEARING WALL —N STEP . IVA I •- •1 tt SCALE: 3/4"=V-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 D J —III=III—III W 1-111=111 I1=� D • cn —III—III 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 & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 0 2x4 P.T. PLATE ins., o.s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O,S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL LL I COLUMN SIZE AND BASE 0 w CONNECTION INFO. cn SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL `'. O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BI-OCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 10 1 v 2A IVA (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8" V-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 �, E ° D II—III—I—CDIII IT_IT—III I —III ;- TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VAKItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH o. _ a I I1-1I I III; N `°•E --11 ---11111�- SEE ws3/J/s6 =1 I I „III 1 1 1, 111-1 I I "� I 4,. 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 >= TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' oo GRAD d M Lu ;III-1 I II '° o-111—I —I11—I 1 I-111—I I w i o U, U I II I II I II a d. l 11=III=III- z Q cr U) — I —_ ' I =I =111=1 1� 111=111 I I —I 11=11 -- FOOTING Lu W -III III—III=1 I I —III —III III—III—III— I-111�11=1I 1=r BEYOND SAD REINFORCEMENT-7 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O N 00 141 ✓ ') -� z =. w s, r O 0 w Z `nn` ai > 0 o W L '._ 0 o U cD � ai V) , V -0-6- d rPi = M ai 0 2 �S 5L:8, o Q -o N Q N* w C n1 C0-v 00 E fW °LLI uj w0E- LUw F-Q 0 w~zM Z LLOO°OJO Q < [- 0 QaX JZQ D O 11 LL— Z 2, J° H Q a Ocn��OzOw00mzZ3 0 O 0 Z cnLu6- j(0LuLu n�x¢ap}-j Q�aCL Owa°?IL wz`?2v°(L LL OW �H� �wZ� a O� 0 pQ a a a LL o LL a O O Z CV Ow �-- J f` 0 I...: cM O Q M LO Lo F— cM O Z U W0 W J 0 212 023 Virtua Plans Revie Re I iew I ssi n ' for compliance co Nith ple t* ed a 0 0 d a F$C 7 h iti by Deb An n u o 0 N N •- 0 N N N N N O (y o C) o Z 0 N W o 0 0 0 I I LO N M I C)7 CO U) } Z F- ¢z W O 4-0z -�-+ W uj 000 10 V uj UUU) - l x Z w�i 1110 T + m = w CV 0 ~moo COI � Z== o CL � O z~o gZE ■ Z °- z U � OU MMC W � z Q Z Uj J Lo o LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO