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III _ll_ I_ I - I - I - ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) 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 CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—// NAILER STD. 90-HOOK (SEE DETAIL FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" 0/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER °b. SHINGLE ROOF, SHINGLES TO ° _ BE IN ACCORDANCE w/ ASTM I'T I I r D I II I T D7158-CLASS G or H, or ASTM I I ; • I IT I —I D3161-CLASS F, IN ACCORDANCE w/ TABLEI— R905.2.6.1, FLORIDA BUILDING I II= 11 I I I I CODE 7TH EDITION (2020) 8 t III ' 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 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 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE Z °O � t. 0? 6 MIL VAPOR > z_ _ _ BARRIER r �•4 D�t> T COMP. SOIL. ° (COMPACTED TO 95%ITE — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. Orr 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � ` 'T z SEE A/S3 OR J/S6 -_1 I I-r7r, t 1 , t FP FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING ( EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCF BOLT INFO. (IF NO UP LIFT WALL SEE GG/: *SIMPSON SP1 w/ (10)10d NAIL TYP. MONO OR STEMVI FOOTING MONO FOR CLARITY NOTE: *FOR BEARING W, W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES co 2x4 CONT7-// I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 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. I V I —7 — n/ I I I I I I I I I I I I I I I I I I I I I I I I I 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT r@ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 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 2"°016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR „ x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2ATTACHMENTS /211 � � 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. -0'-31/2" z �31/2"MIN. �3 1/2" MIN. 1 A.F.F. N - o °R8� 1/2"(min.)-4" "( ) —q' 1/2 min. -4' oo co 31/2"(min. -4" — ° 31/2"(min.)-4"T=1 - (2) #5 CONT. 4" V-4" (2) #5 T. q rrF - grr U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP P SHEARWALL C TYPICAL BEARING WALL @ STEP rcC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 GOr"' P�y�t eGs 2x STUD 2x SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0". r COMP. SOIL. (COMPACTED TO ° 95% MODIFIED PROCTOR ASTM v — I' D1557) FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING 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 00 — — — — — _ TT —III —I 1 I _ -(1) #5 REBAR w/OPT. �=1 — , I— I— Tf I— I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" vO.H.D. RECESS E co lJ — I I . ''• ' 4rr 00 11—I � Ill' SEE A/S3 OR J/S6 --- -I L II 1111 t1, I1L , 1 I LC FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2,r HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT • INTERIOR r. A. . � -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 N co 6 MIL VAPOR T — BARRIER ' I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-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 e U CL ° . a �II� — to w '1— 1 1 P D W -'T 1TI— TTT— ° (2) #5 CONT.— ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-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 ° p (TYP.) 8 1-4 8 10" I I #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"=1'-0" S3 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.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR rj _ _ &LAYOUT DESIGN a — — TOP OF BEAM d o. _ (=1C SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 'T ;� „T ,rrrrrIIr7L 4' _ r' I I BEAM SIZE & CONNECTION INFO M I d r T 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 1 -4 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE M a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g LLI COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS a S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 1 GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 I I „ 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN I I 8� MASONRY WALL I �. EXTEND FILL CELLS c W/ DRYWALL SCREWS @ 8"O.C. .� TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, I I CONT. FOOTING STEEL I I MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN Cl)CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS _ ? GRADE - vJ E > _j FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 cam, LU w SIZE AND REINFORCEMENT) 0• T WWF OR FIBERMESH Cl) t=- w a UJ v a BRICK PAVERS or SLAB PER _ p o `" • •' • • z ¢ U COMMUNITY1 •• BEYOND PAD REINFORCEMENT-): 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE '' • ''MINGfCD12 PATIO N N 0 cv ro N 7 W L d- G N O LU � v 'P4 M >.f _rou.a N fC O 'in ro �p N c cc d d u O Ln tS Cad- J 0 •.i` , Y eikYlr r " r. O �) , N s i. W. 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. F � a � N 0)V C N co d0f 0 N O a =� LL a � 'L LL W w Z io c Q' o vYi .13 �0 JU .oW O = N O O W �5a,1- rn m C"I Z ¢ J IL Z N 0 ZN OU 0 W ❑❑ Z N to o � z o Q a v4--) TC+ LIJ o a U U c _ W s s w = =1� E m rR Q 1:2 Q Y see o �w M M ¢ o Z gN a EI E v zo Qo oa — as U o o oa Z o N t i <o az n = �Z m� 10° Z J hm 6W gm W < e oa ZZ go W a N F o� 3 O wa �o b. Z¢ 0, U� 0 N ` .0 > Li) Cf) co o > 0 LO T Al W T T :3 O Q DO U) o m 00 {� QT N Ln 0 ko N Q O 0 N CD In o M � 00 y w Z Z ;, E :3 M a_ •• v U J Q c JOB NO : 22-06575-06570 SCALE : AS NOTED SHEET NO. S3