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L. I Llll I (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/ METAL PL. UNDER FA. TRUSS (nP') VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAk 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 E� SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"&'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. 99HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER W 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. `Y) 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 -71 CURB DUE TO SLOPE - -v L D ° L W Cn D 0? 6 MIL VAPOR-' BARRIER ," p 4 11 p 11= COMP. SOIL. I (COMPACTED TO 95% I III I I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR —III —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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z �f-Je op T SEE A/S3 OR J/S6 -1 I II I I l i it 111 I I I� i h FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) 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 '.�11LI�ll�I�I S • 'D P .. ' i i TTT Tl i T'IT a 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" 0/C & c @ 6" MAX FROM END OF 2 x PLATE CV .6x6W1.4xW1.4 r WWF OR FIBERMESH a . O I —III I' - I 811 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 ELEV. 0'-01, d 4 • A.F.F. A . C7 Q. ° ' a '° . Q . ELEV. -0'-31/2" Z ° A d e d °. 0 A.F.F. 0 d' d 2x4CONT. ' a ° ° • LL d° d d O d ° •a �° N d I' I° °... a GARAGE DEPTH VARIES B A. .° °. e• . •d... , e n GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR 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"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS N 2x P.T. PLATE TYP r ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D I—III=1I .III-1 z NOTE: D —ll=ll L III= 1 *FOR BEARING WALL g ° D D III=I LI=�IJ=JJ= �J= N —_ W/ UPLIFT ONLY — — FRAME WALL TO C.M.U. WALL CONNECTION 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 ° . A. GRADE _ _ -(1) #5 REBAR w/ OPT. I —III— I I— I I— I I —III— 1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-01. S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS A M 1 CV ..: r fh :A .. n0. I� �60 - RI II�II��III.. �.` ` " n F - It 51I I- �.e. ' •t '.i • —I -III=1 SEE A/S3 OR J/S6--- -' 11 I I ICI i FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 STORY) 1'-8" (2 STC iRY) 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. 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 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.) 211 �3 1/2" MIN. I z a II II1 1f1=- II I- 1 I Ir 1/2"(min-)4" CIO 3 1/2"(min. (2) #5 CONT."1-4' U.N.O. MIN. TYPICAL BEARING WALL () STEP (cD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0"— �_ 4" 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 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 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 IF NOTED, THIS REFERS TO THE —SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. • , a I � ��'31/2"(min.)-411 00 3 11 (min.)� (2) #5 CONT. 4" �'-4 811 U.N.O. MIN. TYPICAL BEARING WALL @ STEPrcC SCALE:3/4"=1'-0" %S3 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" APPLICATION I NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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 W END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 D Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 4Gksi a a D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] g �II II II� IIIIII m cn D 25"MIN. LAP [30"MIN. LAP] 1J1 LLL D I_I 11= I I W 6 MIL VAPOR BARRIER Lf D ° I L— °D CD #5 REINFORCING BAR R 1 7/8 '. I I II D: I I—III—III=1 I I —III_ r #5 LAP SPLICE f=1 I I —I 11=1TI=1 iI —J1: —� MIN. LAP] MIN. LAP 136DCOMP. SOIL. (COMPACTED TOXAIX 95% MODIFIED PROCTOR ASTM �1Il 10" 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 0� .r CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 �- - It M 6 MIL VAPOR BARRIER SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO & 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 SEAL4 INTERIOR CONCRETE <<A 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING zo ATTACHED PER NAILING Cn w 0 SCHEDULE c j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o LU 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 o: O.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 w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 % SIZE AND REINFORCEMENT) d WWF OR FIBERMESH K, • ° BRICK PAVERS or SLAB PER e' 0'-0" FIN. FLR.� COMMUNITY SPECS i— —T=1 — — — — — — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" K 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 -71: WWF OR FIBERMESH p CD I� 1 TTT—I I [—T- (2) #5 CONT -I 11-rJ I ICJ I I, I =�1 I I ON 3" CHAIRS 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a a — e 00 — — a TI, ,III IT_I N N � I U T I • a 8 [J=.LJI—I SEE A/S3/J/S6 g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Cad S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 _GRAD _ d z = D I— III —III —III —I I ' U F- w 0LU�2 III—� • .a�. JI1—LL-r ZZ LL ° ° �7--FOOTING _ •,,TIITTIT- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAR 2 . Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FOC 7th Ed ' n by Debra Anne Klahr PX2300 -� N N N c i LO 00 �, 1W W jar yF'3 a �.:;yam _ 0 LU z ` C W `0 o U CO ai � NMM N 02 u a -0 — M ` E 2 O o p M8 0 Ua0 ._t V) %' W QN L■ o E� � 0 _ - 'a 0w C 0WW WW�OJIO- O3:x QU Q H JU)U- oDo0gZoOQP �O< z2 ZUaW� CoLUOZoafoom WNUWx 2pWzLUO wwmop J ¢O F- o oQ ES0 o¢z a �Q� O ZW 0 �_ (n O J LL � W � aC6 � QUQ� Z W0 W � O N 1 I IiI 1 ! 1 I O N N N o N 0 N 0 N � O M \ � N 0 o �oliil ' z N' LU W O O o I I L / N co 1 00 Z Qz O W Zw 000 0 V rJV� 0 =)z> owo < Z Qa LU Ln = w=w Co it H T-1 z O x W 0- QH_O ■ ■ O M§m O Q v gWE z az �z Z O a. _0 m z Z z w W J NN O o LAST PLOT DATE .. z0 STRUCTURAL DETAILS - MONO