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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 (TYP. VARIES U 7/r -T�- 7v1`11F 7VIF 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 a " BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) W/ / GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) 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. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-0 (R302.11) 2 x3/16 PLATE WASHER (TYP.) NOT EXCEEDING 10-0 (R302. I I) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN �p 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _� SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A I OIL WWF OR FIBERMESH " 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 o ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL a A.F.F. x6W1.4xW1.4 6x6W1.4xW1.4 SHINGLE ROOF, SHINGLES TO _ a ' @ 24" O.C.) 2 ATTACHMENTS 2" BE IN ACCORDANCE w/ ASTM -III=III=I I =I m . ' ' 11=III=III=III- ° ° WWF OR FIBERMESH CH WWF OR FIBERMESH -1 I I —III —III I I I III—III=III= ° °° d ° z 3 1/2" MIN. 3 1/2"MIN. j— p .. i _ a ° ° ° ° a ELEV. -0'-3 1/2' D7158-CLASS G or H, or ASTM I=IIII=III=I ° • I=III=III=III-1 ° ° °a ° d ° d ° ° ° ° ° A.F.F. p a ?. a D3161-CLASS F, IN -III—I I 1 i I 1=1 — — —_ I ° 4 2x4 COT. ° w - -I I I— 4 ° a p� rll—ITI ACCORDANCE w/ TABLE IIII=III=III=III=III=III=I I I=I I I=III �� I' a a d O o - p ° II �1=I I I� 1/2"(min.)- 4" - p / " )- 4" R905.2.6.1, FLORIDA BUILDING -III III=III=III=III III=III III i,Il ° I I° ° ° a 4 a d _ — p • — — 9 — I I ]TI-1/2 (min. =1 =1TI—III- — 1=1� III — CODE 7TH EDITION (2020j -1 I_I IIIIII i II II II I II IIII �I GARAGE DEPTH VARIES a 31/2"(min. - 4" I I=III —I I1 III d - 3 1/2"(min.) - 4" =III=III 8�� = i � � RESIDENTIAL =1 I I_ 111=III=1TI=III III=1 I f ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2)#5CONT. 4„ "'—"11;'—"' T $ (2)#5CONT . FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" Ill,C-4 j "SHEAR WALL" SCALE: 3/4"=V-0" I SCALE: 3/4"=V-0" I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP IIVEDGE ALUMINUM FASCIA I \12"N.O. W/A HABITABLE ROOM 2x SUB,FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 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 NOTE: EXTEND MAMA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E 'v CNI °° � n —_ 6 MIL VAPOR1 - z BARRIER — I p • III— `" COMP. SOIL. T ° (COMPACTED TO 95% MODIFIED PROCTOR I I ITT T=1 I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. O CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—t BLOCK WALL BEYOND Ill 14—[�O.H.D. RECESS � z T�;•j � " I �' e. 00 4�IIf T �. =1 I I - SEE A/S3 0R J/S6 Ills l I l 11 �,lil , I I 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 ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 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" O/C FIELD. ens M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT �' \ NOTE: 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR d #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION C.I LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 5!8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 (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 SPACE ANCHOR SPACED EVENLY FIBERMESH BAR 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2'M PLATEFROM ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR u GRADE iv o . ' o " ° M ° pJ _ p o z_ FINISH GRADE °O GRADE 40 MIN. Fy= 40ksi 0- #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] a 25"MIN. LAP [30"MIN. LAP] g _ _ ° —III—) I I —III m Z _ o —' I =1 III W ' I I I I I IID° D o a D _ O° I —III —III —I i I —III —III _� III —III —III —III —III —III z 6 MIL VAPOR BARRIER =� I I( p P ° I I I o. 11=�= I =11= -'7Y7 N z 11=III—III=III 1TI= — co #5 REINFORCING BAR R 1 7/8 ;,I I I 1. I II=1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 II—ITf- III T=1 11=I I f=' r I I I I I 1=1TI=1 11=1I =1 #5 LAP SPLICE (2) #5 CONT. =1I=1I=1I=1I=III=11 - cat I I I • a . I 1=1 I I —I I 1=III=1 I 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO — I ° I IT-_ 8" V-4" 8" =1 1=1 it 1 i1 1=1 II 95% MODIFIED PROCTOR ASTM I=1 I I I1=�=T .I I'- 101, (TYP.) D1557) II I IEI, I) I IF CI ICI „I I hl I 1= 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK Ill ;III 1-1 1-1 1= — #6 LAP SPLICE t1iTYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" a GRADE °° 11=11-- I-1 I 1EE1 I lEd 1 1=111= I — — 1�T�i� � -(1) #5 REBAR w/ OPT. I 1=1 I rtt1 11= 11= 11-111= I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' M CV a .. .. n' —' I I ;III = I 1=1 I I-1 . �. ' :. �. 11 Q_• I I I=1 I I I I--- -111Tlii d. _ 00 4 11= SEE A/S3 OR J/S6 I E& I l li I �T�I I_ FOR REINF. INFO. " MIN. CLEARANCE T-4" (1 STORY) T-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. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT ¢ n n INTERIOR � a ' 2� , -31! a ,.. CONCRETE NAILS W 1 1/2' W/ DR EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ � a .9 _ v _ N II—III11 II— 1-1TII1=I M 6 MIL VAPOR BARRIER ' -1 I f 1Tf III l I f=1 I' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=VARIES 1'-0" S3 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.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO; e TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN — — - — a, ° a ° (2) HTS20 FOR STRUCTURAL r a r-I11 111-�T, ;IIII .. . BEAM SIZE & CONNECTION INFO co T _ 2x4 #2 SYP P.T. FRAMING w/ =1 I I , ,III; ,�-III=1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �I "'— "- 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 T _ 2x4 #2 SYP P.T. FRAMING w/ =1 I I , ,III; ,�-III=1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �I "'— "- 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 0-0 FIN. FLR.C^ IV 11Ill 1 IIIIll IIIIll IIIIll— IIIIIIIIIII IIIIIIIIIII!III- FOOTING v — iI,TIIII�iilil�iilll�Tllll ,11-111=T1=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i 8Pr4 IS <d. � O F P.. 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. v E (0a � 9)W a OD-jLL 0 �n�mv°',xtlw a bJ M a �ti�12 a j M 0 LL w L a Y C103N MLLw aL� z O .� _ L o C? of Y O w I W 7 :t U) rn K O J ¢ Q Z I L IL a Z N Mz O U Wz) O U-j N W ❑ ❑ ❑ z N M o g z N z Gila J N cn07) z +� (� w O,.,,, Ln �Ln o C Y lyw�d co E mi r_ o m w vM M C',zo z z C � E a E ° �o �� r� ¢o Zo a= K O 0 O 0 0. O N a' az o Q oQ wz E J L (Q U 0y U D U �� J m a Q W 0 Z IBM j > Q 3 F W Z U U a A U g <0 aZ = F — o '0 cY ¢ zlI p J > Lid Om (0 U L � o M • �� > O O C in o (3) E = r CV M rn o r L\ E w T M d o z co v O N N (6 C a o U -j Q p C _ JOB NO: 21-5015 SCALE : AS NOTED SHEET NO. S3 (MONO)