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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 INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --- / CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL �r 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 )/8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM 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)1Od 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 J1/2" 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 EXTERIOR OR SHE WALLS AS "° " FOR UNDERLAYMENT NOT EXCEEDING 10-0 (R302.11) 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 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" (MIN.) 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 @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN TRUSS 24" O.C. U.N.O." " " EDGES, AND @ 12" O.C. @ FIELD „ @ 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & SLAB & BLOCK SIMILAR AT FOUNDATION ONLY HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E _ 5/800° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)1Od NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH ELEV. 0'-0" 11K(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER D e -� O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" 0 C) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO ° ° a WWF OR FIBERMESH WWF OR FIBERMESH D�I III===III-z �31/2"MI-1I=0 BE IN ACCORDANCE w/ ASTM . . , D7158-CLASS G or H, or ASTM D3161-CLASS F, I N ' 1=1 L I ---I j I I �-I ° - ACCORDANCE w/ TABLE R905.2.6,1, FLORIDA BUILDING =J III=iII=111=II -II CODE 7TH EDITION (2020) 8 -1 I �' II ITIII IITiII 'I lj It RESIDENTIAL ROOF SHEATHING - SEE FRAMING EHEETF R TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E, °o � �Np D 6MIL VAPOR I� D 00 I�I-I- z " I f BARRIER , p 4 I I I I> • I I= T COMP. SOIL. I ° (COMPACTED TO 95%=� _ MODIFIED PROCTOR I TIi=T-I [= I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4„ 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS `1 z M M 4. 4 — _ I 00 111 r- =11 F SEE A/S3 OR J/S6 --`1 I I I I T-FI I I III 111 5- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 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 BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 0 G 2x4 CONT. a G A.F.F. 0 ' ° ` �. r Q e '—I 1 � N - D ° _ Mr,_M�-31/2(min.)- 4— — GARAGE DEPTH VARIES 31/2"(min. - 4" IIII ° • LI[= ' 31/2"(m n.) 4") -ITI; I I _ f(�llf—I f�1Tf LTf-- (2) #5 CONT. _I I "' 2 #5 CONT. � 4„ V-4„ 8„ () 4„ 8„ GARAGE SLAB AT STEP("'B� U.N.O. MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ SCALE: 3/4"=1'-0" �� "SHEAR WALL" SCALE: 3/4"=V-0" �+� SCALE: 3/4"=1'-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" O/C FIELD. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D U J i=1I1=ITI=1I Cn LU fff=� I I —I D • � CC S3 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 t: WWF OR FIBERMESH D _ITI=1Tt Tff (2) #5 CONT. ON 3"CHAIRS (TYP.) L8,, 8„ lil---III �I!I_=III„ ��III� I��Il�lll �,ll„III--Ili=ill.=�l1 #s LAP SPLICE TYPICAL INTERIOR BEARING rD' FRAME WALL TO C.M.U. WALL CONNECTION 1 TYPICAL EXTERIOR FRAME WALL FOOTING C ecS \0s�cU�� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�o s INSULATION PER FBC AND ENERGY 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 10'4" (R302.11) N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK, K.O. BLOCK @ 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 (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 BAR cli x P.T. PLATE WEEP SCREED INSTALLED 2 PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Z M _ _ D. 25" MIN. LAP [30"MIN. LAP] L _ _ O° 6 MIL VAPOR BARRIER - I R ; ° _14 R 1 7/8" I I � �-L��- I #5 REINFORCING BAR p D f` l> _.' III III III - z T 1 III= i— i—III- ? ° #5 LAP SPLICE - I II • —` —I�� 36" MIN. LAP 36"MIN. LAP C D I I III —III (( I —I ! CV _ ( D ° ' — — [ ] COMP. SOIL. (COMPACTED TO _ Ill -_ 95%MODIFIED PROCTOR ASTM I C-T = I - I- -r) 10" D1557) - SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° GRADE 00 — a • _ -III III —I III —III 1= _ _ _ I _ -(1) #5 REBAR w/ OPT. 1=1I I-1I I-1I1= I I- I I-1I I-1=SREWENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT fV M BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 0R J/S6--_ -ILl I 111114 111 1 I111J 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION I OR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. .0 co 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION, P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 4-4 1/2" FROM SLAB J CONT. BEAD SEALM — a INTERIOR -31 /2^" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB oo Ez N !214I— g,—I�— Cl) 6 MIL VAPOR =I_ BARRIER I ' ��II, ,IIII Iff II�T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN / CONT. BEAD SEALANT Ed 6x6W1.4xW1.4 C\1 ' WWF OR FIBERMESH M ° _ t✓ a K S3 REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 53 VARIES 6 6 W1 4 W1 4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. x FOR TRUSS CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) WWF OR FIBERMESH �,1 SEE PLAN FOR . x & LAYOUT DESIGN e -� a-�r7� = TOP OF BEAM C ,jj � ' a CV Ct SEE ROOF PLAN HTS20 FOR STRUCTURAL 'r A I I l' ' ,,IiTf i ll - - - a' ' ° e ° - �rII-=ril M ' (2) _� d 41 I BEAM SIZE & d r CONNECTION INFO a M T 6 2x4 P.T.! PLATE g 7/16" 0S.s, COLUMN LOCATION 1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w = � a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- ATTACHMENTS EXTEND FILL CELLS G TO FOUNDATION PAD _9 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. "' ' w SIZE VARIES PER PLAN cr, j w/ MIN. (2) #5 VERTICALS 00 Z GRADE 4 v > FILLED SOLID (SEE PLAN FOR LV w SIZE AND REINFORCEMENT) W c0 _ =I d - - ,• W { W I BRICK PAVERS or SLAB PER W Cl) 0 0 = U I j •, c I I z • ! - z a I „ COMMUNITY SPECS LL _. M—< a I 0 -0 FIN. FLR. a f00TING BEYOND PAD REINFORCEMENT -' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N C= GV Cn LU U.' � � n a C"! Q-�2 V Y >` E s d,-max � 3 m — 3� �. f° ao . m ��•`� - E p 11111ti#«"xfl�j°^b�,-, N\N�®�j o �j `ram Cr- , ti2co (rC�' ` U �o 4411111111 t44"sj111\\% 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 0 v N 00@ R w °' Q 0 "n "L N V # w C LL Ifl �z, 13 J W J i i - � o W o ' 7. 60 c9 m 2 N Z Q N OU U Z w O❑ M Q oQ z z Q o J d � M V) z Q) o d—' 0 N w o w �N � .D U W H _ E I c u' Q N �� co cl W M J o Zz g L1 C. 0 E ¢ wo > N N. CD O N i -o ¢o o ao wz �w to o� m� 0 zLL >a z N in w zz cn In a z no o CD u� >o d C.0 �O O = ` J LO LO m Q CD c� I� L_ 00 co 3. r�.�/•� U m If-0 fn 0) I �04 04 C) N N LO CV Q LOCDT E 3 QQ M CV Z ca z E rcc T cE iL U Q 0 C JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. S3 (MONO)