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V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 U-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. r 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT =III=1 i=III=I m ° p=i I=III=I I I FOR ROOF PITCH 4:12 OR LESS. 1-III—III=III D 1 I=I I -I I=' ;' ' I-1 I I -I i I-i I I -I p • I I -III -I I I_I 11-1' PRE ENGINEERED WOOD '—I 1— i I — '" I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=_I I �- TRUSS @ 24" O.C. U.N.O. -III I I -III -III -III III -III I=11' 12 HURRICANE ANCHOR @EACH I� ��11 11 iI�I41 (TyP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ gr —1[r! — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 112" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE �2x W/A HABITABLE ROOM 1, .N.O. SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lu a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 D' °� 6 MIL VAPOR IIIII D I11=I = = Z BARRIER fl D 4 1I111 -I I I1= r COMP. SOIL. IIIII (COMPACTED TO 95% 11=III=III 11= MODIFIED PROCTOR III III III —III —I I I ASTM D1557) 3" MIN. CLR. O #5 CHAIREBAR TYP. (1 STORY) STD. 90 HOOK SEE CHAIRS TYP. �1'4' 4" 1'-8" (2 STORY) DETAIL) U.N.O.N ) 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" PAVERS O.H.D. RECESS �M �J ,. ----�:. -�; 1111=I i 1=11I d-• III=� I I= �1 � , 7�1l 11111 I I I I I . `� . . a .' : '. 4" I 00 1=1 I -III-I I I -III I i.d ' •�: I -I I I= ' • - III=1 III Id' SEE A/S3 0R J/S6 FOR REINF. INFO. 3"MIN. CLEARANCE 1' 4" (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. 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. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 I U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE d a a A.F.F. @ 24OO.C�'x10' WEDGE ANCHOR 2rr x 6 W1.4 x W1.4 .Q. A. Q, Q' '° °° I rr z 3 1/2" MIN. WWF OR FIBERMESH a A d a a ELEV. -0-3 1/2 � d ° ...d' .. °a' d d °.d ..d ° A.F.F. o D ' e' ° a 2x4 CONT. ° w o d d I'31/2"(min.) Orr 00 GARAGE DEPTH VARIES a 3 1/2 (min.) - 4 I- `' ° a —1I1=III _ III=1I1=1I1=III III=III d_. a �. _ (2) #5 CONT. I I 111� 111 111 11 III- , 4" 1 r-4rr 81r GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL (D STEP SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�NNJo S 5/8"OR 1/2" HIGH STRENGTH --,/ `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 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 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. 1 D ° , III=III-III-131/2"(min.)-4" 00 --I-I 1- 31/2"(min.) - 4" =1 1=1 I - =I I I -I 17 =FILI Ell l l I I I I=1 1=1 11=1 I I I I=11 I' (2) #5 CONT. I 14 ,1 ;III i l l41„III IS-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ (10) G/S3 FOR ANCHOR "J" 5I8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. a K.O. BLOCK 10d NAILS OF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 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 *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING A SPACE ANCHOR wl (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM r TYP. 2x P.T. PLATE ASSUMED FINISHED .� E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w END OF 2" x PLATE D GRADE ° cal d D p ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° z M ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 6Dksi] a - -III—III I m MONO OR STEMWALL — — — p pD 25"MIN. LAP [30" MIN. LAP ] II II D °' FOOTING MONO SHOWN ;' D '� -"'-III-1 -III _ W 11/11111 II II p • o R P.' FOR CLARITY ° °° 6 MIL VAPOR BARRIER I I III o o ° I=III=1 I I=I I I-_ -' R 17/8' —III, 1111=I ° D ° D I III III III III III #5 REINFORCING BAR I=III= —' _ '. '' ° . _I III=III=III=III=III=III- z III„ o . I -III, ,III -III -III; r S ur- I AD QDI InC 1-1I -1 NOTE: D . J :=1 I=1 I I=1 I I —III —III —I " a p *FOR BEARING WALL =III=III=III=III=III= T COMP. SOIL. (COMPACTED TO- W/ UPLIFT ONLY — — — — — — — — — — — — — — —_— 95% MODIFIED PROCTOR ASTM �= I i=11=III=III=I TIT =I=III I 1111-111=I11=I=III=I=1 I=I 11=111=I=111=III=i � I=I 11 D 1557) II I I I I III III III I- I -III -I I=I I -III -I I-11I-I11=III-11I-III-I i I-111-III- 4r' 1'4" FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING 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 GRADE ° °° -I = 11=III=11=11=1 I III 1 I (1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= 11= 11=1 11= jr-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r�L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M ' d d M � I =111 11 III d III=11 1 -III-III _ II�IIIilll ''•..;'" IIIIIIII d SEE A/S3 OR J/S6 -ILi l 11 l li l 11- 11,,111- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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 Ol I_ " J CONT. BEAD SEALANT INTERIOR 4. d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 N I I —III �11=1 M �11=II=11- _ BARRIER — — 1L 1L i =1 —111, III' -II11=1 I =1 I -III=... I 1I- 111 III111 111 111 ; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" REINFORCING•1 •i 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 �, E p III -III -III -III II III —III —III—' r kz) 70 I, -1 I, , I ON 3" CHAIRS (TYP.) 8rr 1'-4" 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 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.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO a SEE PLAN FOR r e . TOP OF BEAM &LAYOUT DESIGN — III -III -III; SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 1-1 11 BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ — —I MIN 7/16 Q.S.B. SHEATHING SEE A/S3/J/S6 Z ATTACHED PER NAILING FOR REINF. INFO. 0 OPTION #-I w I ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION � w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL �• w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' ON FLOOR PLAN SIZE VARIES PER PLAN o, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a ° E K, FILLED SOLID (SEE PLAN FOR = _ _ = a _ aI 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) c� - =- 111=1 ° °•=1 I � 1=111=_� = T WWF OR FIBERMESH T z �- n w ° — III —• — — I=1 I III- 1-I 11_ w Z ° ' BRICK PAVERS or SLAB PER COMMUNITY SPECS -III p o _ -I = = • = I = I I=III= . • ' °• 74 — _—' _ M z ¢ w TAPERED COLUMN FRAMI G III 111-1 1=111=111-111 111-111-111= ' FOOTING 11 11111111I1111111 111 11=III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K'�N� SCALE: N.T.S. II S3 N O N r.;u=•. O co s� s, a LO co LO �1 gu<,�'� s z 0 LLI z a L n E p > O cr,, a)L IN %� ■� M Vco(N ° O CO w a V/ o � O o U Ps °a� °< •N Lu QN C 0 6m p EM c 70 0 K 06 Lu W (D WWf0�ILLU0u-j0 °ui lv wOH Wesof z U) Q- QQ _z °0X 2, �LL°zm0,F 5WHOOROOmZz QU z 5 O O n Z�0w°��Wo° � CL>ZYLu Z¢0OfOZp a°�— 2v ¢ LL o a �Q<LLQ O O N OW i--I L0 O z O Q V M LLfI LF) LL I z a Q. a Lrn F- QUa00 W w �c:) cn (0 O �:;� ' 00 O N O N O N r- N 0 N 0:0 N! N O N O N O N O N O N O ' O O r O CDo N A I N Or O � O � 0 I �r I Ot— O 0 0 L T-- 0 N 0 CO 0 4 0 In 0 Cfl 0 ti ^, > 1 z Z Z O Q LD 0 oo�� _ Z Z LU Lr- m O Z 2 Z 3 J Q i'2Z� T" Q. Z Z D- W I� Og2z �.. Q 00 U z n ■ z ,--� Q p � Z U g O Q z Z Z J ui M CN a NLAST PLOT DATE Mar. 30, 21 STRUCTURAL z ■ 0 J DETAILS -MONO