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w n N / Uf N 0 Cn 0 CM 0 J M N 0 C, Q a E 0 `v Z U U O i a 0 0 LLZ 0 N 0 0 0 CL m ,o N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES [& 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 --� CHART ON FLOOR PLAN �// 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Sri Tnr-mmi R T R R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /- 1/2" 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 & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4,WWF OR FIBERMESH Cl) MOISTURE BARRIER e ° SHINGLE ROOF, SHINGLES TO a ° p P. I I I-1 I-1 I I e BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM I— 11—I lag 1 � 'Tj'=1J=1 D3161-CLASS F, IN � 1-1 i 1 � P • 1 ' 1-1 ACCORDANCE w/ TABLE � �1 � 1i 1 11 1=11- I=111= 11=11 =1 I R905.2.6.1, FLORIDA BUILDING aI I� CODE 7TH EDITION (2020) T1J11i1111 Ti 1I 8,1 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-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA • 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL 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 31/4" 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 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE v (V ' ° D _ r ° i - z ��O �L Cl) 6 MIL VAPOR z - BARRIER I11 , D �r 4 T D COMP. SOIL. 1 A r (COMPACTED TO 95% MODIFIED PROCTOR I ::==TTl=1 I11 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) . U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0° Q3") OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Do GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7116" 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" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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 co @ 24" O.C.) 211 31/2" MIN. ELEV.4-3 1/2" A.F.F. 1p co TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O V STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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"xl2" 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.) IMPSON 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 /x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH �3 1/2" MIN. jT—IT_�l, TI 1/2"(min.}-4" _ 9' 1/2"(min.)-4, U I I I 1 y 31/2"(min. - 4" L -T - .�T-j� 31/2"(min.) - 4" _1 1 — ! ' —r _ T(= I Tf iI(--�=f� Tff—III I TI ITTTI ; , I I , I , (2) #5 #5 CONT. 4" 1' 4" 8" (2) #5 CONT. 4 U.N.O. MIN. rc--� U.N.O.TYPICAL BEARING WALL (a� STEP (@ SHEARWALL TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" ooN" �� pGs "<\E�S�cUR M ill L 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N\�I�s ,GCN�\N INSULATION PER FBC AND ENERGY \r 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C•t LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" 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 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR --� r 2x P.T. PLATE ASSUMED FINISHED 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV b D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M p D • FINISH GRADE w 25' MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° U 9 _ 00 6 MIL VAPOR BARRIER _ I ° - - I - I 1-_ �_I�� °° R 1 7/8" —� #5 REINFORCING BAR r �_-I !--I I Z ! ( D� -III-I =1 _ .l I 1 .• .' 1i r i. �-111}-- -�I i [ #5 LAP SPLICE _......... _ .__......... _. D ° ' - ( _ COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM _ =I ( ! -III -11 ! III D1557) -III 4" 1'-4" ' �I�—III '�I_II� -III--III. !IL 111=:III FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR F WALL FOOTING rE C E 0 FRAME A OOT NG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4" 7u, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" °v GRADE 00 - - - a • _ -0) #5 REBAR w/ OPT. I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" 9 PAVERS O.H.D. RECESS y z O.H.D. RECESS _E d CV ' M � r M 4 7-1 � ill�l .. • ° H4„III T 1 SEE A/S3 OR J/S6 —``1 I I I II I rr FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS K�j.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -1� I I I I�t i, I I I I. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I P.T, 2x 1/2" GYP. BD. 2,> HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB I j E N T= 1= =TIT— . 6 MIL VAPOR BARRIER I- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W r V CLN611�= ° a W=III—P 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 ; E (2) #5 CONT. =I I Iml I I TI I„ I hI I I I l^ ON 3" CHAIRS _ 10" (TYP.) 8 1-4 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF"N� WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)�7 [ OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a AT 24" O.C. MAX. CONNECTION INFO % SEE PLAN FOR % &LAYOUT DESIGN -� TOP OF BEAM ° ' 111-TI111; N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL r c - = - a. ' ° ° c ] �, �. I T T TI1 eC. �' BEAM SIZE & _ N a CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6'41 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 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. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `-�" ' ON FLOOR PLAN SEALANT w > SIZE VARIES PER PLAN MIN. VERTICALS M 00 ? GRADE ° �) CONT. BEAD a w/ (2) #5 > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 �, , �' SIZE AND REINFORCEMENT) c7 ° •=1 WWF OR FIBERMESH T M w fn z w o - LI i!! U ° BRICK PAVERS or SLAB PER on _ ; j' • � • ,• __; _I -! - Z z / COMMUNITY SPECS=5111i Cl) -� 0-0 FIN. FLR.�IV ,.�o��000000 • . TAPEREDR. ING rCD 1 2� w FOOTING -III .I1 , l BEYOND PAD REINFORCEMENT -I 1=--'''- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �3_ Z o Q �= -i >- W o� �- C-> N °cs m x L.L N C d Cl o N CC NN � Y C N IU ov CC E, � v \\0t1littlttB30€t, OW P.�'f NSE• �6�� .v �<1 " o !1 • N :� Pm !f•fel 74 ffff•" 1 \ 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 draw ng pages bearing Engineers signature and seal. Q O M U 0 O m 10 ti N ? G rQ P a Q 13 N M V i C = LL J I.L W W a IS a Z m 0) , w @c o = ro N ( 2 W in�6rjb' m w Z L LLa LLO M Z Q Z N U 0 LLI ❑ ❑ V M z 0 0 z N z o � W Q J v7 �— N M � 0 o � N 1.,.1 = Fu U � O cn ,o in U P Monk 11' t U 0 o o W M M z a o Z Q E E v a= °� f @ X 0 00 0 CZ) O CV L as .00 ¢o ww �� w � y U tim m0 o O Z z � QJ QW N o� o U U 0 1� OCD Z �O nj CID w¢ 1 a x 0 a �O 0 = >00 m ro O co ICU Y O 0— 00LO N ~ O 00 LO NQ C14 N T ro E w c M N o z ro Z � E r E iii r m c a ci o Q o c ° JOB NO: 22-12359 SCALE : AS NOTED SHEET NO. S3 (MONO)