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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 T 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 I INSULATION PER —J CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—f/ NAILER STD. 90'HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B �r 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"& 16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (12)10d NAILS INTERVALS NOT EXCEEDING L 10'-0' (R302.11) L -- - SHEATHING REQ'D. FOR ALL O.S.B. - FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN, ATTACH z - - - -- SHEATHING W/ 8d COMMON NAILS @ PRE ENGINEERED WOOD APPLICABLE. v 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" MOISTURE BARRIER o ° A.F.F. 0 10 WEDGE ANCHOR ° ° ° @ 24" O.C.)"x SHINGLE ROOF, SHINGLES TO e ° ° BE IN ACCORDANCE w/ ASTM �_ I 0° p; ° ° ° ° ^ ° ° ° ° ELEV. -0'-31/2" Z 31/2"MIN. D7158-CLASS G or H, or ASTM T ; • =I—_ I a ° ^ ° ° D3161-CLASS F, IN T °0° ° ° „ ^ 2x4 CONT. A.F.F. p ACCORDANCE w/ TABLE r I ° I I° 4 ° ° N ;0 p R905.2.6.1 FLORIDA BUILDING — _ —I I ^ CODE 7TH EDITION (2020) 8„ _I _ i —I I I I i ° ° t GARAGE DEPTH VARIES 31/2"(min. 4" RESIDENTIAL °— ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -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 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 DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE a� N °p ° ■ Z W 2 co - — 6 MIL VAPOR BARRIER ; p 4 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE U U.N.O.O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 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 GG S3 2x S.P.F. STUDS @ 16" O.C. GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED ' .4III n GRADE Z n 00 p o ° III -III—III—III=1 I L—I I I- ? t = III —III —I 1—� 1-1.1 I_- _J I a � III=III—III=� � �—LI I -III- N I_I I f—III—III I I L. :I I L_I r III =-1 I I=1 I I —III —III —III —II I -III—� I I==1 I I I C I —I I I_� I I= — I III= .I L III -III— 11=.1= ill III=111�11111111_IIIIII�,III��II11��111,;,ILI;;111=III-11 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00lit! III II I I1l.L! II I�r I _ _ -(1) #5 REBAR w/ OPT. ' — SCE E�T I ENCLOSURE _ i '1�.1�r II -- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS N Mr ' . • N . a ..,. co �T1T T1T ' — Trr — —LTi�—TTf Lr— y . " II' °° •=1I II • ' 4 °Q ' i T_ `TIT .. " TfF I I I �_•lit SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / VI (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. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES AND 12" O/C FIELD (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" -r/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "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 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS r31/2"MIN. 1/2"(min.)- 4" MIN. D SHEARWA SCALE: 3/4"=V-0" '(AEG S�GUR pGs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4" (R302.11) 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" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —` PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR E Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi p M A p. FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] rfT 6 MIL VAPOR BARRIER R >. ° a0 — r R 1 7/8" —� K #5 REINFORCING BARIN ° T #5 LAP SPLICE C III II�1 u� 11 1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" SLAB INFORMATION. P.T. 2x 1/2" GYP, BD. „ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAP 4, INTERIOR -3 1/2 '• .. ., d . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm w E� M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE :zz---1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH ] C, '— ; K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /ik TOP OF BEAM (2) HTS20 — d a 2x4 P.T. PLATE a g.6 COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR.jk z cn O w w J w o w w rn TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /,o2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH u II ru-�u—n-�d�l�l II 11 II 1I�I�IrMil 11 �1 II IIo11= ° - 111 SCALE: 3/4"=1'-0" 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 C U a ° U) p w (2) #5 CONT. =I 11n,1J1 ON 3" CHAIRS A 8" 1'-4" (TYP.) 1/2"(min.)- 4" 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 WWF OR FIBERMESH ; E 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARI 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° ' & LAYOUT DESIGN IT 10 6 C SEE ROOF PLAN c — - ° a. ° a FOR STRUCTURAL _ M BEAM SIZE & CONNECTION INFO Cn 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81' ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 g RAD FILLED SOLID (SEE PLAN FOR = SIZE AND REINFORCEMENT) 0 III ° °• 1= III III III =1' ? _—III _I -III III-1 I L w I- a w o I_ —I LI _ =1 I_I= I- ; z BRICK PAVERS or SLAB PER p o In U 1 =1 • a • °• M z < COMMUNITY SPECS tl U) - S " -__--- ,. LI - - 1 .III-1 I —III I —1 III- FOOTING III I I= I I1=1I I=I I-1-II III_ I I I_ --I I I--' —IIIIiiIII-�iitlll ILI-I-,1I-1IIII1-= BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �`' �lip,O W . •• 6 * C� •: ` Q t O[ I L0 k "�QFESS\0 �\ . '(tIitfttltl"'� 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. In Q �yy, 7 tl') °Q N it LL W fA Q2 NNo: F U— th vi Y J , v a u- W Z `°gig o I W - A 0 Cb Q W Z IL 0) Q a CD M Z O ZW N Q U O U ❑(]❑ Z N � Z � z N QJ N z C1 'IJ LU � —� O W �LnLn c Y , (a CB U Lv � c N soo o �w 9 M .�Z w = Z J U- E W s Z N t� $Oz g1 v8 �0 Z <_ r � o w al0 o =a I 0_ o- = O-117 0 121 .J O4 m 0 2 3 o a. v m p r 0 Li/ YJ N = C3� C oIt,- N N r' z W z E O E N aci 0 'a a JOB NO : 21-5703 SCALE : AS NOTED SHEET NO. S3 A