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12 (TYP.) VARIES u 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ 2� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.^ o -I 11=1�1 I I —I ° 1=I I Ill-1 HURRICANE ANCHOR @ EACH 1= I �I I 1=III (— D AW TRUSS (SEE UPLIFT SCHED.) W/�I=METAL PL. UNDER EA. TRUSS -III„lII— �I I =1 I I —I I —III —I 11=1 I IE 11=111 MOISTURE BARRIER l F1 SHINGLE ROOF „ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N•p• W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 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 U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P,T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 filla NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE I_ � co ° o0 6 MIL VAPOR - BARRIER p �\44 11 _ N COMP. SOIL. ° (COMPACTED TO 95%1 MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3„ MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" ��3� OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE E SLAB 14„ O.H.D. RECESS z M� . r r '��TIT r , r TIT ,.' = I- �' T�-r .•, .. a 00 .. '[T�. I=I [I • e �~ , III I T °•+ ... NMI! SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" IN. CLEARANCE 1' 4" (1 STORY) / 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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)12dTOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %"GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS F::]E 1E EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY" SIMPSON 001 / 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE w ( ) r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND "' ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH a ° ° ° d ° ° ° ° 4 ELEV. 4-3 1/2„ ? �31/2"MIN . �31/2"MIN. I A.F.F. p > ° d ° 2x4 CONT. ° ju —'� a - d N - ° ° ° ' — �� 1/2"(min.)- 4" ° ° . 9�' _ T1/2"(min.)- 4„ ° 4 ° 00 ° d - 4 GARAGE DEPTH VARIES ° 31/2"(m n- " I ° •' —lh Try j— — 11- (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL P STEP P SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 00 — —�j—T 31l2"(min.) _ 1T MU 1 hi M-1 , lilt 6��L , 1, -4- U.N.O. [ TYPICAL BEARING WALL @STEP rCC SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.r— STUDS @ 16" O/C M�N�MoUs LOAD BEARING OR INSULATION PER FBC AND ENERGY c�N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE W S PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS (IF2x NO UP LIFT ON @ 24" O,C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT ORSIMPSON MIN. 2500 PSI CONCRETE SLAB W! SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (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 w/ 10 10d NAILS ( ) - c" SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS w END OF 2 x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR W ° GRADE N - c ° . ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° MONO OR STEMWALL Z .p co °. — -0 FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g _ r° FOOTING MONO SHOWN ° ° p o D °� g 00 _ 6 MIL VAPOR BARRIER — R ° ° _ — — 1 = - d0 w=�! (f) I = ° ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-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 C WWF OR FIBERMESH CO E d ° I 7Tf-1T� fl�f TR=111=III—' r FOR CLARITY °= R 1 7/8" #5 REINFORCING BAR =1 I=1 1=1 1=1 1=1 1=i Ij (j-j�TjT- N z ° III=III—III—III=III—III- ? #5LAPSPLICE — � D° 2 #5 CONT 11T 1 I�—�Tf f(I - NOTE: g III=1 I=1 1=1 1=1 11=I 1- *FOR BEARING WALL (=III=III=III=III=III= COMP, SOIL. (COMPACTED TO — W/ UPLIFT ONLY — — — — — — — — — _ _ _ =_—I 95% MODIFIED PROCTOR ASTM III=III=III=III=III=III=III=III=III-III=III=III=III=III=1 I D1557) =III,=III=III=III=III=III=III=III=III=III=III=III=1 I —III- 4 14 ' III—III-III=III,;,III1111111�1111,;,111,,111-III=III=I11- FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" v GRADE 00 a • —11 I NI- v— —I.I I — Tri _ lil——t I #5 REBAR w/ OPT. IF I I-1 11= ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r N .a a•� T � - .. -11=f='III �. d T - e. 60 —11 [F---II r III III � I .•y. � . .. ��- I SEE A/S3 OR JiS61111IF I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - C r 00 E r M 6 MIL VAPOR TI BARRIER ' I — _� ��I m•I I� I m•I��— 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-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.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° �' AT 24" O.C. MAX. • ; CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN • ' — TOP OF BEAM SEE ROOF PLAN 60 —° a' ' ' ° Q ° ' co ci (2) HTS20 FOR STRUCTURAL :' 1 ' BEAM SIZE & N 'u a =I CONNECTION INFO r> T. PLATET. I 2x4 #2 SYP P.T. FRAMING w/ Ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" B. z ATTACHED PER NAILING FOR REINF. INFO. _ w 0 SCHEDULE OPTION #1 CC Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNS LOCATION Q � J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM, PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. INSULATION PER CHART FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH '- c' a ' w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS a, z C7LU Z w =—) 0 o. w �w p o `n `j- GRADE a — = ° ° •= I= (= I=1' — —I —I —I — w I = -- - =III=III- z -III= *—On Q • ° IIIIr I; — Q t- r =• III, .• - -. 11—I —III—I I1=1—III I —III—III—=— FOOTING -� I I I I I —III —I 11=1 11=1 I I I I I=1 11=1 I I_ U IIIIIIiiII� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILKN SCALE: N.T.S. S3 �Lul r � n 0 L� Jj i i ?• o VVA � S�E> � a FL,� .�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q o f '0 O M 8 N r zk N V 0 N LL # QN co M R V) !n J LL LL rL Ir Z t@� ,9 W mcv� O ¢ Z (f) ¢ co a Z N co Z rY N O 0 U U WI= z N o z $ mom z (n J N —N M z � o v f6 •O W o .W — � o� WUft O c U W J i — E o I = L y i U o K c D a ®1 o w M 4 Q E o Z LU N < � =® 03 ra 5z, U 'o C O C [V Q z z wz i do Wg mo = 0 Y U O Zz J � w y ¢W o ZZ no T U i ¢o WW _ r- oz <a z� a �qa ro a 3 �O O = ` > J L ai /11 W m 0 C .� r co J N ^ Y O o m �j Cfl Q� �o � .� r 04 T_ L,() 00 N N r r N � T r N M o z O U m 0- ca U ¢ p � JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. S3 (MONO)