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-IL �1 I .11i L1. 1 L_k .'L �._ L �.,1 �1 , t_ _ l 11U !ll!<r ,li b-111 - 12 (TYP') VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ,v1r ,/r 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)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GA GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) A.) (OR /" GYP. TYPE„ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS 1/2" U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" Q.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY"SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E = 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH ``' Cl) ELEV. 0'-0" (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° ° ° ° 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" TRUSS @ 24" O.C. U.N.O. to ° 6 ° 4 ° ° , ° a ° z 31/2" MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH HURRICANE ANCHOR @ EACH D ' a ° ° ° a ELEV. -0-31/2 °° TRUSS (SEE UPLIFT SCHED.) W/ i ° e 1 ° ° ° ° ° °° 11 2x4 CONT. ° ° ° ° ° ° A.F.F. O e ° METAL PL. UNDER EA. TRUSS I — — . °° ° ° ° e ° ° a ° a ° ° o > ° e 1/2"(mina 4" ° e 9' 1/2"(min,)- 4" ° C14 MOISTURE BARRIER _ _ ° 4 I I° ° ° a ° T* ° •' �^ y SHINGLE ROOF 8" GARAGE DEPTH VARIES ° ° 31/2"(min. - 4"- ° ROOF SHEATHING - SEE — — SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. FRAMING SHEET FOR U.N.O. MIN. U.N.O. ,�, 8" • SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE:3/4"=1'-0" S3 ALUMINUM DRIP Wr'�NJcos� EDGE E� ALUMINUM FASCIA �EaJa ' N.O. 2x SUB FASCIA 1l2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 9cs'1 EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" 0/C SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS 16" O/C �M��s Zx STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ M� N�o7 8"x8"X16" KNOCK -OUT LOAD BEARING OR loo INSULATION PER FBC AND ENERGY �/ cod BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / FILLED SOLID W/GROUT 1"x P.T. STUD 2xBLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 1V-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER �8" C.M.U. TYPICAL G/S3 FOR ANCHOR 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 FIOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT "' @ "O 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL /— 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 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING J " FIBERMESH a BOLTS 6 MAX FROM ARCHITECTURAL w/ (10)1od NAILS WEEP SCREED INSTALLED BAR o END OF 2" x PLATE r 2x P.T. PLATE ,; FINISH TYP. c PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR AREINFORCING BAR w ° GRADE i" _ �— ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a . 1/2" GYPSUM WALLBOARDML T FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] '° m 1 #5 VERT. IN FILL ? M > °' 25" MIN. LAP [30"MIN. LAP] U.N.O. () MONO OR STEMWALL ° g CELLS (SEE FOOTING MONO SHOWN ° P = p ° ° LU ° e 0 PLAN D `� °O 6 MIL VAPOR BARRIER 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-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 d WWF OR FIBERMESH r, € •a' -i". a—""� -■ FOUNDATI N FOR CLARITY ° _ A.. ' #5 REINFORCING BAR R 17/8" 1T FOR LOCATIONS) p o =1 I =1 I=III=III=I 11E N z 1x4 P.T. BASE NAILER III=III—III—III—)=1 I I= ? • ' 2 #5 LAP SPLICE 4"x4" INSPECTION o° I—III=1 I I=I 1=III=1 11=1 NOTE: a III—III—III—III=1 I I=1 11= N � ° ° ' 9 — — 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO P4' I=1 11=1 I I-1 11=1 11=1 11=' 'FILLED CELL TYPICAL _____——i95% MODIFIED PROCTOR ASTM W/UPLIFT ONLY MIN. 250o PSI coNc. sLAB II=1 11=1 1=D1557) M AT GARAGE CONTRACTOR11III—III=III—III—III—III=III—III=III=III=III=1 I 1=11 I—�1'-4" MIN PSI MAY VARY PER TO CUT BLOCK OR POUR ' i=1 I-1 I_ III —III —III= I l=III=1 I 1-III 111= MUNICIPALITY. CURB DUE TO SLOPE — CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 BELOW GRADE SLAB INFORMATION. s ° ° 1� ;0r 1 III 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► I i *' min. 4" BARRIER D : p • 1 iv ° a v !6 GRADE COMP. SOIL. • T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) U.N.O. 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 I DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS q. z 0? •:. T SEE A/S3 OR J/S6 — T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. Calm �n—Ir—lT—lr—�r�m_ • MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N' C") M ' y .:• II 4'. °Q SEE A/S3 OR J/S6 FOR REINF. INFO. I t 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN — a INTERIOR A. 4. -31 '• .. . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm e 6 MIL VAPOR _ BARRIER (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 78'"- 10" 8„ 1'-4" (TYP') #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"=1'-0" S3 V 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 4. TOP OF BEAM SEE ROOF PLAN c • < ' A v . , T ,, (2) HTS20 FOR STRUCTURAL := Cl) ` BEAM SIZE & _ — °r N d CONNECTION I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 Ins" MIN 7/16" O.S.B. SHEATHING 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. Cl) SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 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 w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1l2" 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 E _ TO FOUNDATION PAD s 6 INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Z' ' " ON FLOOR PLAN SIZE VARIES PER PLAN r, CONT. BEAD SEALANT " w/ MIN. (2) #5 VERTICALS i RA a E -ram, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) c7LU ;III=III ° °• I=1 I 1=III=III=1' WWF OR FIBERMESH ] �, III 11 11111 l III I I 1=III=1 I v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER 0 w w 00 = -III=1 _ I_I 11= • • °• 11- z — z qn. 0'-0" FIN. FLR.� COMMUNITY SPECS co =III= M W I I=_I III III=I1511 I=III I--- III —III —III —III —III III—III=1I1— FOOTING 1I,;,111 dIl dI11 III -III-III—' BEYOND ...• . PAD REINFORCEMENT ,II 3"MIN. CLEARANCE 1.4 ;�.•'� �, :. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • P. ,. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 314• = 1'-0' SCALE: N.T.S. S3 ;,�z;;iil:ItlB iyzli I tO Wlil l ' F. I ••�' 6 "•p4p w —_ <C &N C) C `O Chit W Z l � P.�F, F L rrww •'oN�� DROP To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w W E n $ m� aq N tT # LL NID W �yy�v� "0. iY� a C J U. 1 W S U. O Z O yQ O N Lr.m - __J W d2a OD 0 a "j N cN+7 Z x y O L Z U17 W 0 N Mq z N z � z a 04 z m 4-J W N c JIM w m c Q �ITO N O �■ H w ' M J � zg a za E V �� ZH CDE �z o� 0z z ¢z `S WWm0 Z N c J gE aIn °Z �° W W+z 3 d y p a co zk US O L • c2 00 rY f° LL. M ^ o O U` Al D }• C0 V/ N No T� T � 2LO N � OO r- N T T i T M E N �; 0 Z C E O C a U J Q 0 J JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. S3 (MONO)