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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 ENG114EERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SFE UPLIFT SCHED.) W/ (P') VARIES METAL PL UNDER EA. TRUSS MOISTURE BARRIER SHINGL= ROOF 7/16" 0. , 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 0 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"X1 E" KNOCK -OUT SCREWS @ 7" O.C. BLOCK �W 1#5 CONT. CEILING & 8" O.C. WALLS FILLED 30LID W/GROUT INSULATION. CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITI=CTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VEFT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSFECTION 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 T eD ° : Z 002 D °Q 6 MIL VAPOR 10 BARRIER 1 1 p 4 11 1 11 g D I r COMP. SOIL. = (COMPACTED TO 95% NOTE: EX --END DECO FINISH MODIFIED PROCTOR III I III —III —I I I I I 4" to 6" BE GRADE ASTM D1557) _OW (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION 110, A 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" PAVERS O.H.D. RECESS �: �J.. •_ LL III '�I I II I ITI I II- 4 00 1II11� =IIII � .'y _I �II ,:� L• IIIIII SEE A/S3 OR J/S6�ILI1 I IWI I FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STOR / 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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 WWF OR FIBERMESH • I I I I I� I I�I I I—� ', 8„ 1 —1 ..—...r.. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r 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 N ELEV. 0'-0" ° A.F.F. A. ' 0Q. aAI.a °... ' ° q a' a ELEV. -0'-31/2" FZ— °' ° 2x4 CONT. °' A.F.F. 0 ° • AV ° - v e d nA. ° N GARAGE DEPTH VARIES °. v 4 GARAGE SLAB AT STEP 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) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z ° g FOOTING MONO SHOWN 00 FOR CLARITY —III=1J=III=III—III=1 NOTE: I—III—ITI=III—I�I � I —I I � I �IIT=TT=T=I III=II 1 N *FOR BEARING WALL IIIIIII r W/ UPLIFT ONLY Il�llllll� „: Ill I�_,� 111=1L1=11.=11_I=LI.=1=J_I=1I I=1ZI=1 I I=1L=J_I=_Ill--J_I—III—I Ir' -III, I I Ill—1 I ; Ill � II 11 I I II I I1I I ICI I I�ITIL I I ILI I I 1 1 1-III—I I—T—. i FRAME WALL TO C.M.U. WALL CONNECTION rD �)i, SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6WIIAxW1.4 31/2" WWF CR FIBERMESH min.) 4 ° A ° GRADE 1100 =I — — — — — —7� • III I11 III I1I-1 =(1) #5 REBAR w/ OPT. = ' 1=1 111 11=1 I P= 1 ii I III 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 c O.H.D. RECESS E CV ' r Cl) ' . 1117 A. 60 1=4111I "T I = T SEE A/S3 OR J/S6-- -I IilIT I 1__r1J1 , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 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 ,,,Ittt ° D M — -0 D' e —II 6 MIL VAPOR BARRIER 111111 I , t> I. . ° A. III) 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 11. �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 z_ ``1.: ° I III—III—III=''31/2"(min.)-4" 00 ° 31/2"(min. -4" _ll I —III. -111=1 11_ Tll=1 11=J 1=1 I I J=1 I I I''" (2) #5 CONT.' ! 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" k nn j 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 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"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"A2" 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 APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 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 z_ #3 & #4 LAP SPLICE GRADE4GMIN.Fy=40ksi FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] mf _rTTTib I �--�T #5 REINFORCING BAR R 1 7/8" -ICI—ICI—ICI � Z T—ITI—ITi—T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO _ _ 95% MODIFIED PROCTOR ASTM '(j�7=j�I D1557) 1 I�TI 11 I I i'-`=1 I 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD, 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 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 6x6W1.4xW1.4 C:OP ° WWF OR FIBERMESH r- 7=ml 11 cn 6 MIL VAPOR I'�I I=I I=I I= L BARRIER — 111�11� I I�rrrrrrr—�—I I1=� 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 �3 1/r 2" MIN. e 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" (13302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH "'(min.); 4" Ill 1J1� IJ1 J �I �,11 —I I III i III I I I I I I=_L1=J11=�_I ll1=J11 I'' (2) ;#5 CONT. 41 11111 11 41 it Ill I Ill " U.N.O. MIN. TYPICAL BEARING WALL @ STEP 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 U a =1I—I�—I�I m ap I 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. CONNECTION Ih SEE PLAN FOR • M &LAYOUT DESK TOP OF BEAM IV SEE ROOF PLAN (2) HTS20 FOR STRUCTURE BEAM SIZE & CONNECTION IN 2x4 P.T. PLATE I 8 7/16" O.S.B. wwEevm COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING CD SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. SECURE 2 4 P T BTM PLATE x 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 TRIM PER PLAN ATTACHMENTS 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 000c --- ----- --• •o��00000 co 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 ;, .ff —II o I I I i f TTT T m: - (2) #5 CONT. =1 I ICI I F I I, I ICI I I I ON 3" CHAIRS 8" (TYP.) 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) d C d �-III TII a SEE A/S3/J/S6 ,Ii, ,I11*�4+� g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE. 3/4 -- 1-0 S3 6x6W1.4xW1.4 WWF OR FIBERMESH for I T M q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE I_ll=11 ° d. =IIII=1LI-111=—I' LU 00�1 LL — = OOTING l l ICI—J_I-1�LL— — I I —I I1=111= 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 v .._- M N N DCNLO 4 r.. 'Y% + 00 00 + N. Q w F" 4 0 I � 0 z /N > O o _W Z. �o o U M - d CO N IIIIIIIIIIIIIIII I' C)°o u Cl) 2 _ p8 o Q Er0 �} _ U 6 _: a� •N U LU QN N L o E .9) CO 0 - a a 0 �LLJ ui WOE W,_ W J W 2l._ 0 Q Q V H a R `00 LLozmo,�- o z� o o I- 0U)R9OZORoom0z [= 0 Z 20 (L �ILL oWoW<v5KWZ o 0QZ9 oQ 0 Q LL 1 O O Z W >(U)O LO `I < J LL I— Ia- M O Z V WLU W O O J u 2 7 n� Virtual Revie an Review A I� i§t, Inc. mpliance w h ete and a e by Debra An lahFB 02 t 30 ion N N o 0 0 0 o 0 r 0 L ti N ` N O C)O N00 I ' Z 0 INCI I I U N M I � rn� �+' } Z ~ Qz w C).�, A--+ W Z 0 z O V O 00V5 :)Zj LO -0 0 0�L_j Q Z o_ w w�Q LU 0 r I- = c'V _ z W >. IIZ > 2�:m 0 zx0 O Z U z U_ a. - - (Allz 0� Q �� OV o � W z z z z w Uj J N N N LAST PLOT DATE z O STRUCTURAL -- DETAILS - MONO