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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 SOFFIT W/A HABITABLE ROOM SEE HEET 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. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD MIN, 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER _LO MUNICIPALITY. N 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 E ° 00 M� D —� 00 6 MIL VAPOR BARRIER D _ = z �- III — CV COMP. SOIL. I I • • '- (COMPACTED TO 95% II — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I111 I III I —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK U.N.O. 41- 11'4' V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �,L3� OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z J.., — d SEE A/S3 OR J/S6 11 I I ICI i I I i 1- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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 I-1 I I —I 11=1 I i 'j==,!III, ,III, ,I 1,& 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 & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 WWF OR FIBERMESH IN . . v . 11I_—I I 1=ll- a II 11I-111—III—! r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 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 GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" OIL ° A.F.F. d. .. ° . . ..4 ° °... °.° ° d ' ELEV. -0'-31/2O " ° ° °. A' ° ° A.F.F. 0 2x4 CONT. °. ILL .°° ° dad _ •' � � c a 6 A. GARAGE DEPTH VARIES a GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY `2 2x P.T. PLATE 77 ASSUMED FINISHED GRADE 4 Z 00 11=_� ° III —III —I I —III—I 11=1 I I Z g. ,IIIIII,;,IIITIII,;,11111;— N 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 31/2" WWF OR FIBERMESH min. 4 GRADE 00 HI Ill Ir=_ _ _ -(1) #5 REBAR w/ OPT. ' I— 1111 =1 I I—IILq I— I pip, I-111— 11-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS M 1 M I -I I ;'. 4 1 °0 1TT�P . . I T � III •~ ITN. III SEE A/S3 OR J/S6 J -+ I II I I I ICI I I I I I• FOR REINF. INFO, 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS 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 5/" 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.) 211 �31/2" MIN. D b. 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 1/2' min.)- 4" 00 0 4" I I=1 I1 L ° 31/2"(min,)- I- -I- -I I I il1_I I_I1=-1LI=lll=1_ll LI=_ILI I � �- -11 ,�!111+��111!��l!�! I !„III- (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 eos' 10s�GJ 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"'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 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 I WWF OR FIBERMESH 1(3 11/21 "(nnin.) - 4i" (2) #5 CONT.— U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C s INSULATION PER FBC AND ENERGY �Go SN�o FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 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 SIMPSON SP1 w/ (10) 10d NAILS 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 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR BOLTo " M X FROATF:M WEEP SCREED INSTALLED ENDS ATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a •• . ' s D M _ — _ .D D FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksiI a 6 MIL VAPOR BARRIER —I T I I D ° I I—T—I 11=1 I— 00 W=1T_I=1_I v 1I- =#5 REINFORCING BAR R 1 7/8 I I D: I=ll1I I —IT( —I I-i, r r #5 LAP SPLICE 1TI— -ITS 1Tf COMP. SOIL. (COMPACTED TO I I ° — I —I T=� 36"MIN. LAP [36"MIN. LAP] 95% MODIFIED PROCTOR ASTM ! _= I �T= III— I I IJ ; .I I 10" D1557) 4" V-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x $a Q d d° d d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 � E_ M 6 MIL VAPOR BARRIER SCALE: 3/4"=1'-01,SCALE: S 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 INFC SEE PLAN FOR . % & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALM INTERIOR 4" CONCRETE 'm 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE M j Q w SEE PLAN FOR STRUCTURAL �_ W COLUMN SIZE AND BASE p w CONNECTION INFO. rn 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 ° O.C. GARAGE ATTACHMENTS & 181D1 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 w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1 A x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH �, 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS ° ° +—!T _ _ — _ _ = z ! 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 �000.�� ho •�•o (2) #5 CONT. =1 1=I I E ON 3' CHAIRS 8" 1'-4" (TYP.) 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 M E I I I I II 1 1I I I ICI I ICI I I� 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e. d I M _ sb' III_' M a It• —�7 ! SEE A/S3/J/S6 - "11_+I I "'„LI 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Ca S.G.D. l M 1 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. r ' M 00 GRAD — d ° LU z = F- W p _ ��I 7� TT7 ° ° d. d. TIT 1Tf=1 I �_� W TTT ' U —I —I O WLu W 0 in 1 I I I a• 11=r z — I=11 I — — FOOTING J I r BEYOND v ,Tt ITI111 PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 SEP 0 8 2022 VIRTUAL PEv!SSI"' Virtual f�evie,.'J ^c Si Plans Review completed and s, ; aed for compliance with the 2.020 F3� Edition by Debra Anne Klahr PX23070' ' N N O N k LO 00 r t- Q • W . 0 '4 i - LU 0 z Q SIN` N LID In E nl 5 N V ° 0 C A� L t o W o 29 LL 9 U a� a O� •0 W Ca 7W� L Q C M m V � a a LU w (D W OW to WQ� wHQ w2� w zzw z x�- J,)O�a�LLU00�0 Q Q U jCyX zw 021200�aQ 0 �9oZoRoomZZ �� �oa�zYOZzU-pW� aow0��.� 2uz•+o�QOa a ILLZ O� 0 0 OQz� U-< o �aU- O Z CV O� U) J ti O 0 F- M Q M � � ti H M r Q U Qoo Z Z W W � J O co N O N ti N I O 0 00 CO M N 0 0 0 0 qqrmm 0 N 0 N 0 N 0 N 0 N N N O N o0 0- 6 O O A e� r N O M N 0 0 0 0 0 0 0 cn 0 c 2 '/� �1 ♦ i 0 o N 0 M 0 0 tl) O CO O I� 00 c J Z Z O_ 4.0 W 0 LU (n v > O V��a � 0 a. LU Q Z z IM �— a =m=Z �Z?w N zcr w N Oro g z �— Q U�Zcn .. z Z Sao 0 a OU o F-- m Q z z z J Uj ' ^ N " w / O r LAST PLOT DATE Apr. 26, 22 Z O STRUCTURAL — J DETAILS -MONO