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I 1� V) I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I 5!8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF s (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 (U.N.O.) (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) 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"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 j 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 1V-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"°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 SHEATHING W/ 8d COMMON NAILS @ (ALT: 1/2"x12" TITEN O.C. OR 5/8"x10' WEDGE HD @ 24" ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8 MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @FIELD @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE .� - - IMPSON 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 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS SEE UPLIFT SCHED. W/ ( ) 2 #5 CONT. ON 3" () 6 x 6 W1.4 x W1.4 `—V r .- ° 2" x3l16 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH M °' ELEV. 0'-0" 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 A.F.F. O.C. OR x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL f 2�� \ �\ 6 x 6 W1.4 x W1.4 D n a SHINGLE ROOF, SHINGLES TO O @ 24 O.C.) WWF OR FIBERMESH ATTACHMENTS �/ � WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D — — 0° p ..D _— I _, 4 ELEV. 4-3 1/2" 9 31/2" MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN L I ; — ' I-_ - ° - 2x4 CONT. O A.F.F. o w D fill I D 1 ° . 12 ACCORDANCE w/ TABLE TTT I - - -I = - - o n _ - P'31/2"(min.)-4" q _ �T(=31/2"(min.)-4" (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING - - - - GARAGE DEPTH VARIES on — 31/2"(min. - 4" _ - - - O0 -^ 31/2"(min.) - 4" - _ n \ �y.� CODE CODE 7TH EDITION (2020) _„- L _ _ I I - --' III - - - INSULATION LE ROOF SHEATHING - SEE INTERIOR BEARING (2) #5 CONT � T ;, '-'�T�' 1-4- 8" ,r 4 1-4 8 (2) #5 CONT. 4�� '-m 'Tg�� FRAMING SHEETFORTYPICAL MI N. U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @ STEPrcC 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 STRENGTH CEILING EDGE (ENVCOS BOARD PER CODE OR 5/8" ( "X" ALUMINUM FASCIA °°N RE`� a a, s� GYP. TYPE @GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/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. 2x STUDS @ 16" 0/C 5 „ CEILING & 8 O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. M�� �o N 8'x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY C 2x BLOCKING HORIZONTALLY INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN v, I #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 "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. I 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 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR I I (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 I I 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 _ ( ) SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED J BAR -¢ ^ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c FINISH �'P I 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. I ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU D ° D D ;, — — � 4 't> z GRADE GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi a a D 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL () MONO OR STEMWALL .- . n < -�-- - D `� D FINISH GRADE oo g [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksi] a _ I I m I �I = 4 TI I I I I' CELLS SEE ( FOUNDATION PLAN FOOTING MONO SHOWN °O 6 MIL VAPOR BARRIER - I I P e e _ -14 - - _r UJ �,�II D I I I - FOR LOCATIONS) FOR CLARITY z . I D r_ I= _ r #5 REINFORCING BAR R 1 7/8 I - 1x4 P.T. BASE NAILER 4"x4" INSPECTION ,-I - I I I� I -I #5 LAP SPLICE I_ (2) #5 CONT. -I II I , , , NOTE: _ n I I- 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH FOR BEARING WALL r . COMP. SOIL. (COMPACTED TO - D - 8rr 1141r 8rr MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ o 95 /o MODIFIED PROCTOR ASTM � _ �T� _ I�-rT 10" (TYP.) MIN PSI MAY VARY PER c,) AT GARAGE CONTRACTOR _ D1557) Tyr 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ W1AM'4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT1 ( 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 SLAB INFORMATION. SLAB INFORMATION. E a Cl)v L - I - Z 6 x 6 W1.4 X W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D o0 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 z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER ; p 1 D a e 'v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° COMP. SOIL. Or 00N _ - • - _ TOP OF BEAM _ &LAYOUT DESIGN ( COMPACTED TO 95% - - _ - _ - a (1) #5 REBAR w/OPT. SEE ROOF PLAN ° a ° - a A -- MODIFIED PROCTOR- _ MI, _- _SE�1��NCLOSURE (2) HTS20 FOR STRUCTURAL . a r _ ASTM D1557) _ BEAM SIZE & - _ N a 3 MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY ) - - 4' T - �:' �+; CONNECTION INFO M e 8 - d ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) MIN. 2x4 P.T. U.N.O. PLATE 2x4 #2 SYP P.T. FRAMING w/ _ rL Ins" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T '� '-I� - 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE O.S.B.z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 " w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION ¢ j > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x � SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o w CONNECTION INFO. SLAB STEPS RECESS S.G.D. rM -0 „ O CONT. BEAD SEALANT Cn ��_ 1�� SCALE: 3/4 -1-0 S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND0 ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT -- ,'. _ „ a 31/2 COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS _� ' : GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I PAVERS z - - N CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN I I I 8" MASONRY WALL EXTEND FILL CELLS '. " • ' y -T = Cl) EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD _ MAT REINFORCING. �' ' `.- . ' CONT. FOOTING STEEL I I Cl) ; ,� " ;. ' _ - PLATE TO CONCRETE SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cn = z _ _ (MIN. Q oo - GRAD 0o TENSION 120# CONCRETE SLAB E _ It 6 x 6 W1.4 x W1.4 N w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) Uj 0 :.. ., I I _ �.. •. _ a WWF OR FIBERMESH �, LU V) a wLj v i- • • _ • ~ ' i� - ? `�' I I ( 11= < BRICK PAVERS or SLAB PER O w en = 00 - z a " 0 "' L_ SEE A/S3 OR J/S6 LI I I I, r , , I , I I k I SEE A/S3 OR J/S6 - _,- r ch — — BARRIER — — 0'-0" FIN. FLR. _ _ _ _ _ COMMUNITY SPECS - a w FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE -I ( I I I I - �� I BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) -I I I I I t IiI I �; : ; ti ..r • • ::. ,: PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" :. ••'t •4. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH •' CONC.PADINFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE BOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGKCD12 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: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. N c%4 t%4 fW oso r�ovN ,z7m0- w is o 4 N e = co 3: u d = E ca 0 � J �r 0 �' •�. 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. a � o 0 0 II � � 0 N N °n0 '� I» � n rV i» N M 7 LL Q C L Lu J L ' a. Z— C a Y LW ys Y � o W @ `° O ix W Co Z OD rn N ZIL ¢ J 0 Of OU L) Z W a❑ z z z ti VI �I� z U o W 4 U O w g c U w ;i... J E m $ �I U ) e Q 0 o w Mw¢ M O z J l.L. a ¢ g E U �O oa (U C UO U z CZ3 O N F ° z a o <o az mo Y ZK z Cn J < z N a Op < ZO a 0 Q� LL �w WN U o �LL s ~ O W F O IIIIIIIIIIIII� O zla n r 3 0 O rn CV M co M N iLO N r Cr� Cv 60 0 m N CN F-- 0 L0 C 0 0 t6 Q O 04 T E o ca Z r c a w U -i ¢ p � JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. S3 (MONO)