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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES INSU 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/21' GYP. WB (MIN.) @ GARAGE SIDE IF z ,PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH CO MOISTURE BARRIER , n SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ASTM =III=1�11I- 1=�=1 I I — III ° I I I II I' D7158-CLASS G or H, or ASTM II-�=1 I-III-� o II I �I II II D3161-CLASS F, IN - I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING -III III —I I I —I I -I I I I I I I I �I CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-011 S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&%16" KNOCK -OUT BLOCK W/ 145 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W --NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" _a- DECO FINISH 4" to 6" BELOW GRADE o '° Cl)� P 6 MIL VAPOR o (� I_I = - z *- BARRIER D II= T I COMP. SOIL. I I I (COMPACTED TO 95% 1TTI MODIFIED PROCTOR I II IT-[1Tf i I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-, LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 211 a ` z 31/2" MIN. a ELEV. 4-3 1/2" ° 2x4 CONT. a A, F.F. O ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --- TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" Q.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. '2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2' WWF OR FIBERMESH �31/2" MIN. J Ilk 0 � 31/2"(min.r 4" I t 1/2"(min.)- 4° GARAGE DEPTH VARIES 31/2"(min. - 4" i lI 1I11- l ^° I I I �I—I I �I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. (2) #5 CONT. T -T-I t 11111 11 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL a STEP C5 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PAS M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�Mo�s It 2x STUD INSULATION PER FBC AND ENERGY �GON��Nv 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 " x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) ct LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 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 1DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT, OR x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH `" 2x P.T. PLATE WEEP SCREED INSTALLED BAR T ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR P u GRADE 40 MIN. Fy= 40ksi GRADE M_ z_ #3 & #4 LAP SPLICE D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] Z Cl) D 25" MIN. LAP [30" MIN. LAP] ;' 00 6 MIL VAPOR BARRIERI Hff1- I — I — °° #5 REINFORCING BAR R 1 7/8 ? r #5 LAP SPLICE == N I I p ° .—I I I�I I 36" MIN. LAP [36" MIN. LAP] - _ COMP. SOIL. kWIVIPA1,TED TO 95% MODIFIED PROCTOR ASTM �1 i III=III 11 III—i (' l=1' D1557) 4" 1' ' 111=i11 lii; I'I ;lii I I.. �IIII,,,IIi-; IIi� !II Ill-1i' FRAME WALL TO C.M.U. WALL CONNECTION rD`�� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE _ EE- • _ -(1) #5 REBAR w/ OPT. I 1=1 11 I I- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 1 — 14 O.H.D. RECESS z 13 O.H.D. RECESS _ c� 1 M � r a r N p. a w " I 0? =1L=III 4n II °° ItLl-�l .a.. I-111! �. �1=1I ��. � • �� I —III: III II . III , If.• ' :. 111, , SEE A/S3 OR J/S6 --`I 1 1 j 11=I 11, 1 1Ff U 17 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--- -I II I1 I 11111 �111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP, BD. 1/2" FROM SLAB z 0'-01, �0 CONT. BEAD SEALA_I` a .. Q INTERIOR 4. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 C ' E N I I-1 [T— — — M 6 MIL VAPOR -_- - BARRIER i 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" !"(min.) - 4" I I- _ (2) 05 CONT. 4„ IT7{I rTTTTI 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" k,S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W p U m w��r��I— to 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ; `d u I III�I��TTT�r � (2) #5 CONT. ON 3" CHAIRS 11 1 it 11 10" (TYP.) 8 1-4 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 53 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) r WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 ��; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN - _ -� TOP OF BEAM ' - '"WI T SEE ROOF PLAN FOR STRUCTURAL41 00 ° a ° _ co(2) HTS20 BEAM SIZE & _ CONNECTION INFO co° 7 2x4 #2 SYP P.T, FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -Pi�44 — " g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE x > SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g I J COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING z 0 j cwn �::- 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN �- CONT. BEAD SEALANT _E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c a' e - FOR COLUMN TO BEAM IATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 8" MASONRY WALL CONT. FOOTING STEEL - EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING, f ' Cl) w ¢ > ES 0'-0" FIN. FLR.� 00 z z = a w o O W cn wEEi p o = W U GRADE ' 11 1LU t, • =I =-I;I I" w „I-� I- z • • "• - -_, z Q — l L.—i ! I— M Q ;—� 1 - - I =I - —III— i � �' i -' :'-'''— —I � � III TAPERED COLUMN FRAMINI SCALE; 314". =1I =I 1 !=I -1 I 11- . FOOTING 11= v _ 11_ !'-1 �III-j =' =i =i ;_' BEYOND PAD REINFORCEMENT =1 1=l i -11'-' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 c®�m t%4 - i W W o_ N y _ O c �s k•,_+ cp cm 0 Z`0 Z'Zila� �t,,��V :``"t N t .E T: ee<a .e° is 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 portions of the drawing pages bearing Engineers signature and seal. tN W £ U Ia O N O V � � N r 0 (I)co co 'L9 R 4z V) v at tJi I LL LL W a — W Z o o O o W cc 04 o �c ILZ 1n � Z N OU V 00 W ❑ ❑ z N M z � 0 z o N � z �- o RI L a 0 LLj o �v) co U4i 0 8 °e U 3 O w MLj- y o Z c6 E Q Z� o a vo cEo ?o 0 O E N LM a p a z • � C y m o lo o Iz zmo J m<w3 ¢ tl [ 3 R z go LL a NW W �~ IJ o O wa I }o a V z{< 3 �O 0 = ) LO Y N O d m c� (o �� T Cr U m N LO 0 11i 0 (.0'� 04 L ui E C`V CD o Z ca z Vi T m E i°a ¢a o °mc JOB NO : 22-06452 SCALE : AS NOTED SHEET NO. S3 (MONO)