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C7 Q cep CD v rn rn 0 0 J r- 0 I i x a CO d rn rn 0 J 0 i i to ex CD v i a 0 i a (U E O 0 C N i LZ 41 0 3 i CD 'o i a 0 v 0 J V 7v11r 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 )C@ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END HEN PARALLEL � ) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 2x BLOCKING HORIZONTALLY@ IL (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 —\ J1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 1U-0" (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 2-0/16" 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"xl2" TITEN HD @ 24" APPLICABLE. --�z. MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4 O.C. BOUNDARIES, 6 O.C. INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPC @ & SLAB & BLOCK EDGES,, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" @ 6" MAX FROM END OFF 2 2 x PLATE _ SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ 10) 10d NAILS IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 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"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 24" O.C.) 2 INCLUDE THE WALL / ° ' TRUSS @ 24" O.C. U.N.O. a m ; o. - - I II L III ° ° ° ° ° ° a ° ° 0 „ ? @ WWF OR FIBERMESH /6x6Wl.4xWl.4 ATTACHMENTS 2" WWF OR FIBERMESH i HURRICANE ANCHOR @EACH / TRUSS (SEE UPLIFT SCHED.) W 1-11 WN b I I o D • -I 111' I T L ° ° a ° ' ° ° Q ° ° 2x4 CONT. ° a ELEV. -0 -31/2 0 A.F.F. p �31/2"MIN. ° �31/2"MIN. e 12 METAL PL. UNDER EA. TRUSS " ' I I I I 1 I I I r I ° ° ° ° ° ° ° g ° ° ° - - -1!2"(min.)- 4° o ° e - ' 1/2"(min.)- 4„ ZTYP') VARIES MOISTURE BARRIER 111=��1 ��I I I I I I I I I III I I I �, ° ° I I° a ° ° ° ° a ° GARAGE DEPTH VARIES — — 00 m 0 • r 31/2"(min. - 4" II = II 31/2"(min.) - 4" - - SHINGLE ROOF „ I� I I I II 8 ° ° a g rr RM INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING ° „ , m m (2)#5CONT. 4 1 4 8 (2) #5 CONT. T I 4 -4 8' FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrC U.N.O. IN. TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES - SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 „ „ „ ,_ SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4"=1'-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 W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING oSEc� ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. HEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS S 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C U \ M �MUo 5 "x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �,./ eoN� 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 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 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CClS3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. p� CONTINUOUS TO FOOTER BELOW 90 FJOOK DETAIL 1/2" GYP. WB MIN.) @ GARAGE SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK SIDE IF APPLICABLE. 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"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED a BAR W ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED ;_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o v Cl) ' , e c� " ' ° z GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL () MONO OR STEMWALL ? '' .p c� D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] can 25" MIN. LAP [30"MIN. LAP] a g p .- r — _ � I �'( l CELLS (SEE FOUNDATION PLAN � FOOTING MONO SHOWN P - D °O FOR CLARITY ° ] 6 MIL VAPOR BARRIER n • - °p „ � - o ° - FOR LOCATIONS) _ _ _ D D =III=III=III=III=III=i ° =1 -I I 1=I I 1=1 =1 I F ? - - 1 N - � #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER 4'x4 INSPECTION ° D ° � I =III=III= I=III=III= •CONT. �- T #5 LAP SPLICE (2) #5 31/4" BASEBOARD PORT AT EACH g ° o P NOTE: =1= 1= = 1=I 1= N *FOR BEARING WALL _i ,- COMP. SOIL. (COMPACTED TO -n ° 36" MIN. LAP [36" MIN. LAP] - ON 3" CHAIRS 8" 1'-4" 8" FILLED CELL TYPICAL =III= = =III= W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM ~ 10" (�P') MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c� AT GARAGE CONTRACTOR _ _ _ _ _ _ -_ III= = = =III=III=III= = ==III= = (=III= -1 -1 =I �=III=III=� =III=I I=I I=III=III=III=1 =I I F , D1557) - ,- - 4" V-4" - #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE =1 1=I 1,=1 1=I 1=I 1=I l=l 1 I=III=1=III= - - -I I- '- - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/UPLIFT rG W1.4MA WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE „= V_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ , SCALE: 3!4 -1-0' S3 SCALE: N.T.S. S3 SLAB INFORMATION. SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 iv , • pA M y a ;0 Z_ I M 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o I z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 4 p D N ° ° , - °v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° . • COMP. SOIL. °O _ - - TOP OF BEAM &LAYOUT DESIGN . ° ° ( COMPACTED TO 95% I I I I I I I -I 1 #5 REBAR w/OPT. () SEE ROOF PLAN - - - - a ° ° r � MODIFIED PROCTOR I D1557)MIN. t�t nNCLOSURE r_IIBEAM (2) HTS20 FOR STRUCTURALASTM 00 °° 41F SIZE & CLR. 3(2) #5 REBAR CONT.1'-4" I' 1 CONNECTION INFO r, (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE MIN• I I 1'-8" 2 STORY U.N.O. 4 ( ) DETAIL) 2x4P. I 2x4 #2 SYP P.T. FRAMING w/PLATE - - TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L 7ns" s O.S.B. z MIN 7l16" O.S.B. SHEATHING ATTACHED PER NAILING SEE A/S3/J/S6 8„ FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 w ¢ SCHEDULE OPTION #1 1 /2" GYP. BD. COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. � HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o CONNECTION INFO. SLAB STEP 8t RECESS S.G.D. rM 0� _0 J CONT. BEAD SEALANT SCALE: 3/4"=V-0" ��3� OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT -- � °`. - ° 31/2 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS _ •4 GARAGE ATTACHMENTS & 18/D1 L .' PAD FOOTING PAVERS q z c., CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8 MASONRY WALL " EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD . :. ' '. • r .. '. " •' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' m ` I —III - _ �' Cl) ' ' ' " "� I �-- ` I I I I -- PLATE TO CONCRETE SHEAR 180# MIN. ON FLOOR PLAN CUNT. BEAD SEALANT SIZE VARIES PER PLAN Cl) z 00 GRADE a ° _ __ .. •� 4" 60 •` ., j • I °o (MIN. TENSION 120#) CONCRETE SLAB E _ i~, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR _I I 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) � -III= 1-1' I 0 ° • =1 =III- II '.: •, T -y ` . ` .i I '% •, :� =11 1 .y .... I I - '' WWF OR FIBERMESH M ° Z W =i -III=III= w �- ° w w-1 11=111=1 1_ U LTf ILT • I ' ; `: _ TT[— BRICK PAVERS or SLAB PER _ _ , ,'' SEE A/S3 OR J(S6 T I_ I .. _I ' I "I "� SEE AIS3 OR J/S6 - > 6 MIL VAPOR = - - - - - - - I 0-0 FIN. FLR. COMMUNITY SPECS - - - --- -_ r' - -III-III-III-III =1 I -I I I-= w =1 III=1--1'=1 111-I I=1 I= FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - r I - -III III =III = - 11=' BEYOND 1 " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 ST RY) �,- I _ ti '; '•2 " :� PAD REINFORCEMENT --III-I-"' 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4„ 4„ 4• S �' ' �' �• (SEE SCHEDULE) FOOTING WIDTH CSEE ONC. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 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 SCALE: 314- V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. L "ate '�./ iJ`'fry � • J `° 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. U) Go co 8 co h it (00 Q wa�� JLLu- O =@o` _Z �. j .@ (V m W Q Z LL a N M Z � rn O Z 0 0 cai -j W W ❑O❑ V M � z N Cl) z z a 0 M N z CD _o 4-1 O ,, g C N �N r U 8 Of 0 sm CID 9w M � 9 Z F -j ILL.=o a E E �o wLL z > 0o Z® CKS0°W0 W, _° Z O CD - u p Z.1 a z d i cli ¢¢ 0 ¢ZZ Yw W MO � C =K U Z z Q% m am Q W �Z N o< aO a� W. �w W U 3 g < O2 " xk � w _ J o � Wq .o O O Oix a F O_ O > Lo rill L � m m ^' W � c� �> u.• 0 C V ' 0 O �1 0 (j A 1 ao o r o CD .T� o a) LO rn E c M o CC z E O CC r a U -j Q p °i JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. S3 (MONO)