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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 ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ FTP') 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 NAILER TYPE "S"MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #6 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD u- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER 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 r a• e Z 00 D ;0 6 MIL VAPOR III D _ = z_ BARRIER ; p 4 _ COMP. SOIL. p '- (COMPACTED TO 95% — m- — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 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 rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" 7//_ O.H.D. RECESS PAVERSZ :.• . 4" _ r- SEE A/S3 OR J/S6 IT Teri IT FOR REINF. INFO. T13" MIN. CLEARANCE 1' " (1 STORY) / 1'4' (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 tp D �f�_ �_ � D I'T lrTT_r TTT TTT D G 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 & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH . p 'D'1Tf-1Tf-1Tf—r q TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOL T 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 GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 3/8" MORTAR BETWEEN SLAB & BLOCK 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 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ Z---4NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2'1 PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2" WWF OR FIBERMESH 3 1/2" MIN. p• a3 1/2"(min.)- 4• 00 3112"(min) l—lll _ 1J�I— JI-1--111=1� IT1— lI-1 (2) #5 CONT. mIIm�ml '17�r 411 1' ^-YI, 811 U.N.O. MIN. TYPICAL BEARING BEARING WALL @ STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GOB 0-1 �OVP ��os 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 CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE 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. ��IIIr '31/2"(min.)-4" 00 31/2"(min.) 4" �� ITIIif (2) #5 CONT. 4" rrrrr{TrT�n r rrr8 �- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY ,CO �N OJs 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P,T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / NOTE: SEE FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL N F/OR ATION 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 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ 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 2x P.T. PLATE (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FRAM r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D GRADE E CV D ' D ' Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy a a . '- FINISH GRADE °D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a 'j TTT m D g 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 CO € p D' I I —III —III —Ili TT[=1T[=Tff=T .- �. ..—----------,�,- ---- . • .:... =111 u REINFORCING v 11 1 11 �� 1 �� II--110 II MA u u#5 LAP SPLICE (COMPACTEDCOMP. SOIL. 'u u u u u n ■■ 11 11 11 1I MODIFIED PROCTOR ASTM 10" REINFORCINGr 90 HOOK FRAME WALL TO C.M.U. WALL CONNECTION I ft, — TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° a a GRADE ;0 _ -(1) #5 �1 �REi� BA��R � Its w/ OPT. II [—T[—ITT— ITTT— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r—L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 O.H.D. RECESS E cM ' N • ..: .', • I I i OP SEE A/S3 OR J/S6 �i i;,�1 •, — FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE SLAB TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �,S3..,) INF VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N ° ' . AT 24" O.C. MAX. • ; CONNECTION INFO SEE PLAN FOR " &LAYOUT DESIGN TOP _ T� SEE ROOF PLAN HTS20 FOR STRUCTURAL := c _ _ — a _ �, �, ; • III (2) , : I� BEAM SIZE & N . — a CONNECTION INFO r) - ° . ° p �T- 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 I ,I I -III= rl(� "� I 1 MIN 7/16" O.S.B. SHEATHING fi- 8 z ATTACHED PER NAILING FOR REINF. INFO. to SCHEDULE OPTION #'I 1/2" GYP. BD. COLUMN �ocarioN P¢ SEE TYP, WALL SECTION FOR ADDITIONAL ,T. 2x I I > aj SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LIJ 2„ HOLD GYP. BD. �_ w COLUMN SIZE AND BASE 11 ❑ 1/2" FROM BEAD SEALANT ❑ CONNECTION INFO. SLAB STEP &RECESS S.G.D. - - M p _p SCALE. 3/4 -1 0 S 3 �� V ' ••' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE r' d. d A' •... :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM LATE TO CONCRETE NIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB ° IL. v -r� co6 MIL VAPOR T_-s- �I I I III.= I f BARRIER — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 OOTING d U ' 11 Ij1T�1TT� i�mTTT r BEYOND PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. CJ'3 M N O N � - F .; O w D: z ^N, (D N LO - E L o W C)(^ m cy) co N WM V MQ [ ��.. J O E 25 0 Ups •N i 7 V w 12N c" N s` o E W W 0 LU o w vi W 0 H F—Q 0:< zW xj�_jQOa�a1000J0 Q Q V 000�ZE,9222❑~-< O Ioa>azww-�QO -O " -wwLLJ aZO LL. Z F- woi¢Oa Q~U Ow I.- 0 x S �go IL 1 O Z 04 9 F' (n O 0 cMO III aCO _! Lr) � LL W LO iII— cr a. M CO Z V W� W J �O CD JUL 1 111191 Plans Virtual Rev ew errie ipt, I c. for complian e w oh1 h the let( 20 an 0 F app C 7t ove Ed tion by D bra nn KI a r �P) 230 N O o 0 N N N a a� o l 1 1 L0 wo 0 N 0 M 0 I LO MI c ♦/) } ZZ W Vz ¢w o W ❑0O0O 0) '+ O V LLJUV� 0 orQ � .0Z T--I a � a 0 Y / F-LU �w N = zo0 QH-j >_ N Q O gzx • • Z Z wj ~ OU a. _p F— .••0 z w W J N 0 LAST PLOT DATE 0 z ■ ■ 0 STRUCTURAL -- DETAILS - MONO GARAG