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m 0 —9 CV N m Al tl') 0 cV i i N N 9 Li CL ITE c�l 0 0 a 0 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 .) (OR �" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"16" 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10`-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"0016" 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"x12" TITEN HD @ 24" APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 1/4 DIA. X 31/4 TAPCONS 24 O/C & 2x P.T. PLATE " @ " � SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD " , SIMILAR AT FOUNDATION ONLY' @ 6' MAX FROM END OF 2 x PLATE _ = IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl 10)10d NAILS FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 .- 2""4/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT:1/2"x12" 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 2,r x 6 W1.4 x INCLUDE THE WALL 6 x 6 W1.4 x '• ° A TRUSS @ 24" O.C. U.N.O. ' ' ° ; ° 4 ° ° @ 24" O.C.) WWF OR FIBERMESH ER ATTACHMENTS 2' WWF OR FIBERMESH ER HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ ° e I ° d ° ° ° ° ° ° ° ° , ° d ° ° 2x4 CONT. ° ° ELEV. -0'-31/2" Z A.F.F. g 31/2" MIN. 31/2" MIN. 12 METAL PL. UNDER EA. TRUSS ° ° ° ° ° ° ° ° , o ° ' 1/2"(min.)- 4" 9�' — 1/2"(min.)- 4" (TYp. MOISTURE BARRIER _ _ r I l ° d q I 1° ° d ° ° ° ° N ° e tT o (31/2"(min. _ ° e VARIES - GARAGE DEPTH VARIES ° - 4" SHINGLE ROOF 8" ° ° ° g ° INSUION LE ROOF SHEATHING -SEE SCHEDULE TYPICAL INTERIOR BEARING ( 2) #5 CONT . 411 14" 8 (2) #5 CONT. grr- FRAMING SHEET FOR U.N.O.AMIN.TYPICAL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL(*"C� BEARING WALL STEP @ K'CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 1rN�°Us � BOARD PER CODE (OR 5/8" ALUMINUM FASCIA �aE`� GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING os�� �� / 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. VS CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C �tUNJ 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.11 ) PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C.d G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ 10 10d NAILS iv ( ) SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 T _ FINISH TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH Cl) E F I 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 °Ue s s GRADE N , ° . ° z GRADE 40 MIN. Fy= 40ksi M #3 & #4 LAP SPLICE 0- • . 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL Z •= " fl M A ° • FINISH GRADE c0 [GRADE 60 MIN. Fy= 60ksi] 25' MIN. LAP [30" MIN. LAP] g _ c > r -' U.N.O. CELLS (SEE ° FOOTING MONO SHOWN ° D p =� AL = LU wFOR PLAN D FOR CLARITY _°O 6 MIL VAPOR BARRIER ° e...� 17/8" wFOUNDATION 4- LOCATIONS) pP ° D I-III-III-i I I -III -III -I N z #5 REINFORCING BARR 1x4 P.T. BASE NAILER INSPECTION ° I I -I -III-III-III=III-I 11= ? 1=III=III=III=III=� • ° ' r #5 LAP SPLICE(2) #5 CONT.4"1 31/4" BASEBOARD PORT AT EACH NOTE: P D *FOR BEARING WALL ====- I=III=III= I T _°° COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS 8" 1'-4"8" FILLED CELL TYPICAL I=III=) W/ UPLIFT ONLY l : 95% MODIFIED PROCTOR ASTM 10" �P•) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR _ _ _ _ _ _ _ _ _ III=1 � 1=1 I I=I 11=I I I=1 � I=III=i I I=III=III=III=I 11=1 -� 1 I-III—III=III=III=III=III=III=III=III=III=III=III=III— _ _ _— �— I I=1 11=III I I D1557) 4" 1'4° — #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - �=III =III=III—III=) I I I I III I I I=1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB WI6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 _' SLAB INFORMATION. SLAB INFORMATION. r r° 1 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE S 6 x 6 W1.4 x W1.4 Cl)a ° ------ ---WWF 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 6 MIL VAPOR ° Z •' min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �7 d BARRIER 1 p D iv a ' e A - 'v GRADE AT 24" O.C. MAX. SEE PLAN FOR " " CONNECTION INFO _ . e . COMP. SOIL. • '- = a 00 ! TOP OF BEAM & LAYOUT DESIGN v a '' ( COMPACTED TO 95% (1) #5 REBAR w/OPT. SEE ROOF PLAN tv _ '� A Q' . A. d � c � e MODIFIED PROCTOR _ NCLOSURE (2) HTS20 v ASTM D1557) r r _I I RE BEAM SZEC&URALNd3 MIN. CLR. (2) #5 REBAR CONT. " I— 4''= CONNECTION INFO �, _ . ° , 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE ( MIN. I I U.N.O. 4" 1'-8" (2 STORY) DETAIL) WP.T. l 2x4 #2 SYP P.T. FRAMING w/ rL PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 " 8 TYPICAL WALL SECTION K*A TYPICAL THICKENED SLAB EDGE O.S.S.o.s. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w �¢ > SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION P.T. 2x > _ SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0� ,-0. CONT. BEAD SEALANT SCALE: 314"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND �— . ' ': a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT , `. •. 4 • 31/2„ SEE DETAIL 16/D1 FOR COLUMN PORCH SILL w/ 1/4"x3" TAPCONS " CONCRETE SLAB 14' O.H.D. RECESS 13 O.H.D. RECESS v :A : GARAGE ATTACHMENTS & 18/D1 E AT 8 O.C. PAD FOOTING PAVERS z N 1/2 GYPSUM WALLBOARD U.N.O. " FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL Cn CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ °. EMBEDMENT @ 12" O.C. TO FOUNDATION PAD ..::. ' • , .' '. ;� '.•'• ' �'�; ; :.. " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' 4. c •' • ' . PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M :.' .. _ _ •� -� • ' •' —� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 ? GRA a ;' . i. : ' 4" 00 ' .• : '. .. .,• °P TENSION 120#) CONCRETE SLAB Ell: M FILLED SOLID (SEE PLAN FOR _ __ = = - a • ... - r , , 4" �- m _ = v 6 6 W1.4 x W1.4 =1 SIZE AND REINFORCEMENT ) _ _ w • =III=III _ _ _ c7 ° a • I -III -III -III -I +.;. •,' .:'' ' '.:. •,' ::'' = c Ex �- WWF OR FIBERMESH T M z w 1=III=1 -I I -III -I I 1=III w � a w I�I=III II=I�I=I�I= v •~ _ _ • ' I d ' BRICK PAVERS or SLAB PER p w to = -I 1 I —I • • `• 1 z —_- = Z9 •'. • ; : •'• ` : ' ``V - a o'-0"FIN. FLR COMMUNITY SPECS " � � ° ° d -- " � I M =I I I=I 151 I =I I 11 =I I I=1 I I-_- 0 SEE A/s3 OR J/ss T SEE ws3 OR J/ss Cl)6 MIL VAPOR - -i I I I -I I MI I I=I I I-1 I I I I IM I I=III- ' FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF, INFO. 3" MIN. CLEARANCE BARRIER _ I (- I I —III -I I -I I I I E. I I I 1=1 BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) ti :': ',' '; :�; ' •:. PAD REINFORCEMENTt—"' 3" MIN. CLEARANCE (SEE SCHEDULE) 1' " 2 STOR ( ) 1'-8" 2 ST RY ( ) 4 4 " • • y •' �'• CONCOPAD D INFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS ni� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CID PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 �:W=''-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. IV E• •. r�N AA J �• L �.•'' q•"''••. F 11/*: Ror SS10 If 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 porfions of the drawing pages bearing Engineers signature and seal. N a pE r N 8 � u 0 LL ;_ S_ , 9G°y % a a �040 L ° Y Cq LL U- o LL f O 0_ 0 pgc�o tY0 W IL a �. �: N Mz D:'rn U _j y Z W 0 DO❑ CD '° 2 z z � z J v0 4 y LL LU O is Ln LA = v • sr CD M zo� z U io o'z g > zd G Zo Q E (% n} —E �? USO R ° oa WIt z 0 o o °�z ddg �z ,,,z :3g c O =g hm �� 00 z z NN N J n a �z W CL r'.Tg 0 a � �4 U a _ w �� o o $z = �L � �r w zl 3 °O = �L W 0 .' o M N LL .-. C > 2 0^ G In 0 0 (1/ C p 0 0 .T� T + 0 LO T E ' M 0 Z O E 'AM v :3 c a v a o JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. S3 (MONO)