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1 iL 1j. la.. - I L.uw uO9Il1LYtll1W_ _ 1 Lil II tj ill : a114.j .1 �: 61 k14:.1U: �J _IL �Y _L _n... Y - - l - Wit .,. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS 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. 1 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. °U I ; A HURRICANE ANCHOR @ EACH D ' W 1. TRUSS (SEE UPLIFT SCHED.) W/ I •, I ' ° 12 METAL PL. UNDER EA. TRUSS - " I - I I ( I r (TYP') VARIES MOISTURE BARRIER I SHINGLE ROOF 8 n ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G - ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP TYPE "X" GARAGE 7Pr _7/r II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"0131/2" 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" 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 U.N.O. SHEATHING REQ'D, FOR ALLU.,,-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-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.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS _ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 @24"OC) 211 ATTACHMENTS 2/ WWF OR FIBERMESH -\ / WWF OR FIBERMESH ELEV. -0'-31/2" Le�31/2"MIN. �31/2"MIN. J d ° °° ' p °-'— ° a ° a 2x4 CONT. A.F.F. ° ° . ° a N = o ° ° - 1/2"(min.)- 4" °. 1/2"(min.)- 4" a ° oo _ _ — 00 _ ° ° GARAGE DEPTH VARIES ° ° ° 31/2"(min. 4" ° _ r 31/2"(m n.)�4" `� y p °— (2) #5 CONT. 411 114„ 8„- (2) #5 CONT. 41' 80 GARAGE SLAB AT STEP rB***� U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL("'C @ rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 cam• ��,r S�GVR 4\E10 W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs• ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS / 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS IF 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1� M�NN�o S 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ co`� INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / IN BLOCKING HORIZONTALLY@ NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL ,� SEE CC/S3 OR N 111 „ 5180'-0"1(0R302•BOLT 24" 0/C W/ 2"°X 3/16" LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8 C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) BOLT INFO. 5/ 246 O.C. VERT. BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ TYPE "S" MORTAR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " (IF NO UP LIFT ON @ 2x P.T. PLATE 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS J /1 ) () 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24"MIN. LAP] SPACE ANCHOR #, .TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR -¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c = ARCHITECTURAL w/ (10)10d NAILS WEEP SCREED INSTALLED � � "' 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH �, E FINISH TYP. T PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE i\, r, ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° 1/2" GYPSUM WALLBOARD •' ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 0- _ r . 4 1 #5 VERT. IN FILL Z ch o t,. 25" MIN. LAP [30" MIN. LAP] D — — r U.N.O. O MONO OR STEMWALL ° M g � - II CELLS (SEE FOOTING MONO SHOWN p °D D 00 w -u7 III ° • �r FOUNDATION PLAN FOR CLARITY ° _ _ 6 MIL VAPOR BARRIER A. ° r R 1 7/8" ° _ _ _ _ #5 REINFORCING BAR FOR LOCATIONS) D D D ° D —III—III—III—III—III—I iv z 1x4 P.T. BASE NAILER ° III—III—III—III—III=1 - ? • ' #5 LAP SPLICE (2) #5 CONT. - — 4"x4"INSPECTION � o ° — III —III —III —III —III —III � NOTE: g ° D D III —III —III —III —I 1 I —III- ° 3s" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL `„ COMP. SOIL. (COMPACTED TO ° (TYP.) 811 11.,411 8" ez FILLED CELL TYPICAL I=III=III=III=III=I I Ii l T 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ co AT GARAGE CONTRACTOR I � I=III=III=III=III=III=III=III=III=III=III=III=III=III=I � I -I D1557) —i 1=III=III=III=III=III=III=III=1 1=III=III=1 I=1 1=III—' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR-=1 I-III_=III=III=7 I I=I I=III=I ( I I -III= I #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE - -i-IIITYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"' TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT leol G W1.4XW1.4 WWF OR "FIBERMESH" M ° yItI DECO FINISH 4" to 6" BELOW GRADE 001� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S3 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR > Z min. 4" BARRIER N = a a GRADE COMP. SOIL. °O - ( COMPACTED TO 95% I r I r t t _ (1) #5 REBAR W/ OPT. MODIFIED PROCTOR I I I S E NCLOSURE ASTM D1557) 3" MIN. CLR. I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" 1 STORY ( ) 14- STD. 90 HOOK (SEE 4" t MIN. U.N.O. V-8" (2 STORY) DETAIL) TYPICAL WALL SEC-0 ION ATYPICAL THICKENED SLAB EDGE rL SCALE:3/4 S3 SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14 1311 PAVERS O.H.D. RECESS z cvi •: �. 4 00 SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V ' (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. O.H.D. RECESS � � = 1 N T N M •I _ ... �•' II II III 1 CIP • .J•;. " - 4 II•y I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN • " " " CONNECTION INFO LN FOR ° ' TOP A BEAM " & LAYOUT DESIGN a < - - SEE ROOF PLAN oo C a V; ° A a ° r (2) HTS20 FOR STRUCTURAL r d BEAM SIZE & N �' a CONNECTION INFO Cn ° d' P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAh — • ' ¢ INTERIOR e. a• -3 1 11 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - , -f- e n - d' rI III M 6 MIL VAPOR T BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 cc a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 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. =' ' ON FLOOR PLAN SIZE VARIES PER PLAN c i i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS gRAPE a 41 ° v> FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c� ;III=III ° ° • =III= I= (= WWF OR FIBERMESH z a w w ITI I I I ILU a ' BRICK PAVERS or SLAB PER p o _ -III=1 • • °• - - - = z a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 COMMUNITY SPECS 05 L_ C b�1 I BEYOND 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL � �N a 0 0 i I S E ..�(\�• �v N N }° (,' J'r >, t �4 To the best of the Engineers knowledge, information and belief, the 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. F o E V 0 04 10 W 7 !n 00N i! LL•Lo a Ma u a Y ,a V J LitlL r1 �t_y o� two �o gm pj z ILW Z co Ci N 04 MZ xNO pV c¢i_jW W o00 0 9? Z Q v < — N — N M z Qj U o LL �TVS � w W W U — � Op W 8 LA Iz t0 w_ W _ 8 v � 0 c N M I� o W Z Cl) J 2 01 65 Z " E oa Q E O wz X U Oa V Z O �o aZ o� _z N � V ra O ao tt� mi o z ,_ fn J No a Z QZ gZ o Z W c� 3 wLL LL 2D �W � k o - Flo Mj co coM u w Zla ° 3 L* _ �L 0 (0 rn m C9 L � T = co • O Q C r 2 N a) � r E E c N M Z E ai a U Q M JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. S3 (MONO)