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C w Cr co 9 g av J 3 a N 8- E 1.2 g d i 0 i i CD I N 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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR „ GYP. TYPE „ X„ @ 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"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 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @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) 5/810 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF .-.. - - - -- - --- -- INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD i APPLICABLE. -. _._ _ 3/8" 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 @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH ROOF FLASHING AND ROOF FLASHING @ TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r _ _ - -- _- " - T ° » „ „ IMPSON SP1 w/ (10)10d NAILS 5/8" x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER TYP.) IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS W/ R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH "' "' ELEV. 0'4" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER -x l A.F.F. 11x O.C. OR 10 WEDGE ANCHOR 2rr x 6 W1.4 x W1.4 INCLUDE 6 x 6 W1.4 x W1.4 R 1P° SHINGLE ROOF, SHINGLES TO _ a n _ - -- J -O.C.) WW F OR FIBERMESH ATTACHMENTS2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM - - - m D o I I I I ELEV.-0'-31/2" z 31/2"MIN. 31/2"MIN. ' D7158-CLASS G or H, or AS D3161-CLASS F, IN T - ; - I I ° I' - 2x4 CONT.Z A.F.F. g l 12 ACCORDANCE w/ TABLE (TYP.) R905.2.6.1, FLORIDA VARIES _I I L- - �I I r =r �h��_ - t .� _I -J1 = I - o I I` N ° 1/2"(min.)- 4" o a rr - p • LU - 1/2"(min.)- 4" e ° r CODE 7TH EDITION (2020) � � I I —I I I GARAGE DEPTH VARIES 31/2" min. - 4" ( � 31/2" m n ( ) - - RESIDENTIAL 8„ INSUL ION LE ROOF SHEATHING -SEE TYPICAL INTERIOR BEARING4 (2) #5 CONT. �� » » 1-4 8r (2) #5 COCONT. m TT�'A" TTrB»` FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP('O'B� U.N.O. MIN.TYPICAL TYPICAL BEARING WALL STEP SHEARWALLrc,��@ U.N.O. BEARING WALL STEP CC 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 5/8" OR 1/2" HIGH ALUMINUM DRIP os JOPE`� STRENGTH CEILING EDGE BOARD ER CODE OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE oSEGV W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. » CEILING & 8 O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ KNOCK-OUT 6" N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK 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) SEE SECTION C/S3 FOR 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 N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. p� CONTINUOUS TO FOOTER BELOW 90 fIOOK 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 SPACED EVENLY w/ (10)10d NAILS "' FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 "1 �* FINISH 2x P.T. PLATE TYP. '- PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH �, € 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 > a s s GRADE n . P vCL GRADE 40 MIN. Fy= 40ksi -n #3 #4 LAP SPLICE ° 1/2 GYPSUM WALLBOARD ° r D FINISH GRADE [GRADE 60 MIN. Fy= 60ksiJ a C ° 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z_ °•, > ,. 25 MIN. LAP [30" MIN. LAP] g CELLS (SEE FOOTING MONO SHOWN °O - - - ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY = _ _ 6 MIL VAPOR BARRIER C ;. ° I z R 1 7/8" #5 REINFORCING BAR - 1x4 P.T. BASE NAILER „ „ 1 #5 LAP SPLICE 4 x4 INSPECTION - NFOR • ° 3 „ 31/4 BASEBOARD PORT AT EACH iv BEARING WALL ) I - COMP. SOIL. (COMPACTED TO - 36" MIN. LAP 36"MIN. LAP [ ] ON COAIRS " (TYP.) 8" 1-4-8 TYP. FILLED CELL TYPICAL _ W/ UPLIFT ONLY _ - .' 95 /o MODIFIED PROCTOR ASTM - °MWO 10 MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER __' N' -� -- D1557) 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE#6 _ LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND Wl AXW1.4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION rD'_*� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE »_ �_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 »_ ._ ,. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 � � s N Ay z Z v ° I III 6 x 6 W1.4 x W1.4 SEE PLAN VARIES'I' 1 1/2" RECESS FOR 6 x 6 1. • " WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN LAN S.G.D. (U.N.O.) FIBERMESH 6 MIL VAPOR o - z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR I - BARRIER 1 p D N a _ ° A v GRADE AT 24 O.C. MAX. SEE PLAN FOR „ " " " „ CONNECTIDESIGN • • COMP. SOIL. ° • ° co • TOP OF BEAM & LAYOUT ° .. ( - - COMPACTED TO 95% ° I I _ (1) #5 REBAR w/OPT. SEE ROOF PLAN c ° °' °. ° MODIFIED PROCTOR - ' S E N NCLOSURE I_I � � (2) HTS20 FOR STRUCTURAL,!- ASTM D1557 � � r � � I � BEAM SIZE & � a 3" MIN. CLR. ON (2) #5 REBAR CONT. - - I 4' I CONNECTION INFO a • M - 1'-4" (1 STORY) ON 3" CHAIRS „ STD. 90 HOOK (SEE MIN. U.N.O. 4 1 8 (2 STORY) DETAIL) ,,-2x4 P.T. TE 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L 716ol o.s.s. MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING / I 8" SEE REIN FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 Uj ¢ SCHEDULE PSECTION 1/2" GYP. BD. COLUMN LOCATION ¢ SEE TYP. WALL OR ADDITIONAL 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� '4' J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND �--¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND . ' �. •.- INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT .-. 4. 4 - 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS E • ... •- GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING PAVERS °'' M 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 W/ DRYWALL SCREWS 8-O.C. EMBEDMENT @ 12" O.C. TO FOUNDATION PAD • ' ' `= • • = '•- •. • T • i•.• STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' T �. •. •. M PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M _ MIN SHEAR 1 #MIN CONT. BEAD SEALANT "' 80 � ¢ / MI VERTICALS j N. (2) #5 � ? GRADE 4" oQ ;' ;. '�.• N j oQ TENSION 120#) CONCRETE SLAB J FILLED(SEEPLAN FOR 4 _ _ m 6 x 6 W1.4 x W1.4 iv o IZE AND W S REINFORCEMENT) LU c7 ? • �y. •4' ;' I `- WWF OR FIBERMESH M = a w w I' v BRICK PAVERS or SLAB PER p o �' _ z • •` • • z ' N - 0'-0" FIN. FLR. COMMUNITY SPECS " � _ f I_ SEE A/S3 OR J/S6 r SEE A/S3 OR J/S6 - I I 6 MIL VAPOR - - , .1 FOOTING U FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - I - r I - - __' BEYOND _ 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) - - T'- • • •• • v '' '. '. :•. ' ' PAD REINFORCEMENT ' - ' 3"MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOW ( ) V-8" 2 ST RY ( ) 4" 4" • 4•y SEE FOUNDATION ; �, : CONC. PAD INFO. FOOTING WIDTH �. ¢,, SEE SCHEDULE r 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 N 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: 3/4"- i'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. � � o N o Q' a � u,@dN� 7 �• r- tn N o �(� W O W 1441 o 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. E ti �, a at N y 6 a: �rN0 LL CL Y 9 LL J Wa cn fQ �" o Z tm�' 0 OG c � zoo W�pjO' c d Z M Z R y N L a pV U cVn Z W ooa z z � 13 �z � c� o C1 Z U O Lu 8 � ru LLj U ¢ 0 B SO J " E� ?u Q E o w= z E° Z o E CV O �_ g Z V5 U Z J o $� 9t3 Flo 1 O >LO rn m 0 00 co �1. : T W s (O F- + m CO N r.» N LO �^^ Q N T E CV OQ .. z a. U J Q 0 J JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. S3 (MONO)