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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" 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 NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER M cn 31/4" BASEBOARDLL MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER o 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 L � _ M D 6 MIL VAPOR -"/ 9 BARRIERdo 00 III , III D COMP. SOIL. (COMPACTED TO 95% I I I I I� I I� I NOTE: EXTEND DECO FINISH I I I MODIFIED PROCTOR 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" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % Z M =T__Q SEE A1S3 OR J/S6 `I! I I1 I IL I - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 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 m . ° �II�I�I o 'C—III�I�II� ' I I —III —I I I I —I D° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E CV 6x6W1.4xW1.4 WWF OR FIBERMESH `''1 ° D I III ii—I I II 11 1 8„ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: "FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CI mi n- n-, GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24 O.C.)'x10' 2' WWF OR FIBERMESH 3 1/2" MIN. I 1111=1 I 1=1'31/2"(min.)- 400 31 /2"(min)I- -_ 1 I I —III —I (2)#5c0NT.1 II ��1= 4" V-4", 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP (cD SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" �y 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/811° 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 �►41 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ��ps�v- ?Gs' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C J� INSULATION PER FBC AND ENERGY ,o ��NN pus 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD mom TAPCONS ID 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 2a'MIN. LAP [24"MIN. LAP] #5 REINFORCING EVENLY SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ' GRADE =1 D D ' Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z r) ° , D D - FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] D p _4 00 6 MIL VAPOR BARRIER -1 I I I > D ° A. 1I=1 1-1I 1=11 = °O r R 1 7/8" °D I� I �I I I� I I=1 I I—III=1 I I I 1 ' I I —I 1 11� I N Z #5 REINFORCING BAR D I �I I I I� I I -III -III- Z 1 1111 0: I I �I I II I I iff; I AP .RpI Ir I= .: ° pP ° , - 1=1 I—III=1 I I� I I —III —I I � I I • ° . I I� I ��I g 11=1 11=1 I I� 11=1 I I� COMP. SOIL. (COMPACTED TO I� 11=III=III=1 I �I I I� 95% MODIFIED PROCTOR ASTM I �— I H 11=11 I M I I I= II D1557) 4' III I I —I I' — FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" v GRADE 00 _ _ _ ° • (1) #5 REBAR / OPT. ' �I I �I I N I I 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311O.H.D. RECESS M T A. : ! ... . Ate. ... - �• . A . ` 111=I 1 =ff I' r �I�II _ —I I I= I SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEAMM s' e a INTERIOR 4" a• e .ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB � e 00 N TiI I M 6 MIL VAPOR BARRIER 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 6x6W1.4xW1.4 , WWF OR FIBERMESH d ° 4� INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20------------------------------- ° 2x4 P.T. PLATE d 7/16" o.s.a. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR M �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 !"(min.) - 4" (2) #5 CONT. III 4I 1=,�1 III; II I ; 8-1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 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 COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D :: it � I I ICI �I�I I °° • _.. ° D . 00 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 a WWF OR FIBERMESH I �,, E D�IRII�II_ �I q (2) #5 CONT. =1 I'E I LT1F II , , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 — I�--1+-, , , 8" FOR REINF. INFO. 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _-E d CONT. FOOTING STEEL MAT REINFORCING. r' ' M 00 GRAD — ° '' ° c7 —III '° �I I�bII�' a w o 11� I I II�II Ilillr z LU LL 0 �I I�� DOTING � =1 11=1 I P I I [I I I —r BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 PUG � VIRTUAL PEVItw ASSiS' i Virtual Re,view P.c°s '; "`'. and I,,,'ged Plans Review CO01�2IF'e 2U20 FBC 7th for compliance with the Edition by Debra Anne Klahr PX2300 Ed N N L0 0to ter' `t•' yr - R9 i.,�T 0 to b / 0 w 0 z a 0 AA,, � E i _W `� `? U a NV -0O ^ ;� cl) ' AL W E O � °�0g s < .�N w� U(V C N a` CDE 70 C)�0C 0 V, 0 W W W J w 20 w O�aaa g 0JJaO Q -juJ�iUO fAOf o Op� o�oomZZ— � � C< 0 0 Z° J'o(L>zYOZz-0w0 1 O Z LL Ja �¢ O LLI a cn— W Z 6 2 U O Il Ow ��F �Wz a O1 _ �Q Q Ira o �i 0 Z CV W Z 0 F- c° O Q � M LL 2 U) W co 00 Z U wZ� J 0 co r I I I I I I I I 1 O 04 o N 0 N 0 N N O N o C)1 — C)' 1 1 1 Z O NW C)0 C, I I I I t o e- N M 194- 00 z� U) Qz C)zw �+-+ O W V 000 UV� 0 0z> 0r Z a —a �— C) = w=Q Ln T� ZOO W Q�=) ■ ■ (V 0 2§2 r Z U <zwo WW azu_ ZQ � z LL 2 H OV O a �'■_ m z z z W w J C)O C) LAST PLOT DATE .. z O STRUCTURAL DETAILS - MONO