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IV i -- I I I I �V i _7 - 1 1 I I 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 s „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS @ (U.N.O.) (OR / GYP. TYPE X„GE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGEW/A HABITABLE ROOM G ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 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" OSB. (12) 10d NAILS FOR UNDERLAYMENT @16" O.C. W/ (2) 1V-0" (R302.11) 16d TOENAILS T & B .. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN..) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. 3/8' MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON EDGES, AND 12" O.C. FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCK @ @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 1MPSON SP1 w/ (10)10d NAILS .. 5/8"° x 10" "J" BOLT @ 24" OCW/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS 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 MOISTURE BARRIER OIL A F F O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 D ° ° D - _ =IJ=1 1= _ t° . ' . D —III=I 11=III= I� ' _ SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM O „ ? @24"0 C') WWF OR FIBERMESH 31/2"MIN. ATTACHMENTS 2" T MEN S �� WWF OR FIBERMESH 31/2"MIN. `1 D7158-CLASS G or H, or ASTM � L==]�[ �L -' � - ; T � _ ., ELEV.-0-31/2 �.. 0 I D3161-CLASS F, IN 1T-111- I I D I I —I I-1 I I=1I 11- _I =_ J ° - . 4 2x4 CONT. A.F.F. O D ° 12 ACCORDANCE w/ TABLE _ _ N fir;_ _ - D . ' ° I I' I h� 1/2 „ I= I -I 131/2 TYP. ( ) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =I ( I I 1 I -Ill- I i I� I' —ITI—I 1= I I I - I I '� I I _ GARAGE DEPTH VARIES ° 00 _ —II 1T - - 3 1 /2"(min. - 4" Ili I -I I -III- 00 �)- 3112"(m�I- 8" �`I ICI I RESIDENTIAL _ _� =III=II I I11=1I1,��—III II—lII I 1 ICI =Ili-fI INSULA ION LE ROOF SHEATHING -SEE„IIII� SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _ (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 8 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. MIN. TYPICAL BEARING WALL STEP Cc� rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-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 Q ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. CEILING & 8 O.C. WALLS SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. 2x STUD BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M N�o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 10 c°N 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 I I Vx P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR I "J" ° „„ ° 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 HOOK DETAIL SIMPSON SPi w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK SEE DETAIL ( ) TYPE "S" MORTAR BOLT INFO. I I (IF NO UP LIFT ON 5/8"x6" BOLTS BOLT °� 24 O.C. VERT. OR PLATE WASHER TYPICAL - 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS „ „ 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 ( I *SIMPSON SP1 I I (6)1/4"x31/4" 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 ^ w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH .-. WEEP SCREED INSTALLED BAR a w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ END OF 2 x PLATE WWF OR FIBERMESH '-E 1x2 PT WD FURRING @ 24" O.C. TYP' I I ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o c,, D N �— -- -�--- ° *= o co z D FINISH GRADE °D D 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL GRADE z #3 & #4 LAP SPLICE 25' MIN. LAP [30" MIN. LAP] GRADE 40 MIN. F = 40ksi Y- a [GRADE 60 MIN. Fy= 60ksi] a e . -I I I1=TI—l�T m . D ' I —I I �I I I—III- '` D r U.N.O. MONO OR STEMWALL - - - D g III=1 I f—III I III I i I I —I I I-r CELLS (SEE FOUNDATION FOOTING MONO SHOWN O0 -' rf-�= I 6 MIL VAPOR BARRIER I 1 1( ( - 15 5 ((=I =_ O° W ' I—III-1 I I —I D• • I I 11=1 11=�-1' ' 1x4 P.T. BASE NAILER PLAN FOR LOCATIONS) FOR CLARITY - = z i e I I I( I I I=1 1=_: N z '- D .I f[L�IT_II 11 l� T #5 REINFORCING BAR R 1 7/8„ I �I —I l I-1 111=1 I 4"x4" INSPECTION NOTE: =_ - m III - - - - #5 LAP SPLICE (2) #5 CONT. II 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL - _ - T 1 I ( COMP. SOIL. (COMPACTED TO - _ �1=_I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 1'-4" 8" FILLED CELL TYPICAL WI UPLIFT ONLY = 95% MODIFIED PROCTOR AS �__ =11 _=III= I =11 I=1 1 I' _ ITI I I I 101. (�'P') MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c,) AT GARAGE CONTRACTOR _ - =' D1557) - —1 „-rr-r, 4" 1'-4" r- , -,,,- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. E O LOPOUR CURB DBLOCK #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE WWF W1.4XW1.4 WWF OR LLI - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F 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"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 .E _ SLAB INFORMATION. SLAB INFORMATION. 00 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 D 6 MIL VAPOR I � I D 111=1 I = z 31/2" WWF OR FIBERMESH min.) 4", FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS S.G.D. (U.N.O.) WWF OR FIBERMESH a BARRIER 4 AT 24" O.C. MAX. C - 1 J _ �, a a a a O° - _ GRADE SEE PLAN FOR - - CONNECTION INFO &LAYOUT DESIGN `IN . - 4. o - - COMP. SOIL. T ° (COMPACTED TO 95% - L J = _ _ _ _ - _ _ _ a - - - - - TTr—T r—iTi—� ' _ (1) #5 REBAR W/ OPT. TOP OF BEAM SEE ROOF PLAN a a i�t v .. - - - Q Q a a MODIFIED PROCTOR 111 I Tf]'-I ASTM D1557) 7 - - - = zv -_ _ 1 = =S��E �VTENCLOSURE I I_ (2) HTS20 ✓ FOR STRUCTURAL BEAM SIZE & C? Q � L E 17 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" _ I I -�_ _ CONNECTION INFO T a =11 (1 STORY) ON 3" CHAIRS TYP. U.N.O. 4" V-8" (2 STORY STD. 90 Fi00K (SEE DETAIL ) MIN. � W 2x4 P.T. P� B 2x4 #2 SYP P.T. FRAMING w/ �) SEE A/S3/J/S6 ' TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L ins° °'S.B. z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING 811 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 `w_ I- ¢ SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x cr COLUMN LOCATION Q 7 SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2,r HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/22 FROM SLAB o CONNECTION INFO. SLAB STEP &RECESS S.G.D. �_ �� CONT. BEAD SEALANT cw „_ , �� SCALE: 3/4 =1 0 S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS /DRIVEWAY BLOCK WALL EXPANSION JOINT BEYOND ^ ` .: =' INTERIOR 2X STUDS @ 24" O.C. U.N.O. ,'. ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C.0C MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS ' ' GARAGE ATTACHMENTS 18/D1 PAD FOOTING I I PAVERS _ CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL I 1 I ^ EXTEND FILL CELLS " . EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C. @ INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD I I N MAT REINFORCING. ' • Cl) a': a y' '' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. FOOTING STEEL I I T . _ I ,- ,I I=11 I=T �. • .: III=l 11- a _III_-- I - ,� . _ T I - c' .. MIN. SHEAR 180#MIN. CONT. BEAD SEALANT j w/ MIN. (2) #5 VERTICALS co z RA GRADE I.I r I �� . — — d . .d iTf oo TENSION 120#) CONCRETE SLAB E > FILLED SOLID SEE PLAN FOR co -- .. ' a. _III —I I .• I _ -]' V. •• I - 6 6 W1.4 N w ( w =i - .. • .. =1 l 1=1 I I I •' I I I I- • •• '� _ •. I'4 r 11= '11 1I • •• '- .-. m - c °° x x W1.4 a T r WWF OR FIBERMESH M w w U' SIZE AND REINFORCEMENT) c� z w -LU _ U - 11=1 I '� I=1 I -� =1� f I •�: 1-111= 11=� `� _ _ o BRICK PAVERS or SLAB PER o w� W O o 2 • •' • • z - • 1 �' I I=1 11=- I -III-I - 'y _ SEE A/S3 OR J/S6 - II I 11,, IIII 1 r ILI I I i 111 I II I r SEE A/S3 OR J/S6 j- „ 0-0 FIN. FLR. --- - - COMMUNITY SPECS --- M 6 MIL VAPOR =� I— - = ;I 1=) 1=1 IL = - - - - I —I 1= 11=1 I I -I 11=1 11=1 I I - - -co -w FOOTING v FOR REINF. INFO. 3" MINi CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER -III _ 1=I II I I- I I=J J H I I- 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STORY) 1I II II � III 11 II T~ : '' ti ..... ,: • PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) i' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" ..y , '. • '• see FOUNDATION CONC. PAD INFO. FOOTING WIDTH s SEE SCHEDULE GARAGE DOOR SLAB RECESS, J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"= T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. o a_ cz g� o �mx ® M s. � CC 3 �- .°f d i d C -M V, Q e m v 0 M N O N N 0 LEV/h p No PE7 7 ;4�• i STA T E OF '•6O �� O R ..%0 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. aW mo COD$ 0 v O N N Fp C r d' qk 0 fA tg n ti w w H M 25 a a Q M LL i� Z it Y U'- 5 Z Z r E o W 0Z,�m d J m w Z N Z U O F IL z O U ❑(]❑ Z W N M a� M N -o � � a 0- to M N Z a 0 (1) o a--J � U g O o U C3 C 1.3J N E •^* °r c U) manc) o ®0 N I� 0 w Z o-1 Z LL (Y3 E z o 0,¢ o z n fl O E 0 wz ?o Da (B f- C G = g W 00 b p a = Z i wg �J _ Y oo m0 O m -' aw 8 0� 0¢ �Z � O C, LL 0 ad z N F F F m ? O WF a0 IN CO N 03 C or > W N N I- 00 M L CC s— T r r M 600 n r 0 QQ O O LO N Lt7 ,.6� r m N M y O 0 z z T-. a T FL U _j Q o JOB NO: 23-13137-13142 SCALE : AS NOTED SHEET NO. S3 (MONO)