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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 "X" @ 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 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ INTERVALS NOT EXCEEDING FOR UNDERLAYMENT @16" O.C. W/ (2) 16d TOENAILS T & B 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 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 3 1/4"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.) WWF OR FIBERMESH Cl) M MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . =— _ °' • p .' I �, `+ T D7158-CLASS G or H, or ASTM Tj— _ ; • D3161-CLASS F, IN 'I-T -_ II I'I ACCORDANCE w/ TABLE I I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ - (]I[,3�� III I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KGG ELEV. VARIFS/Af"\ SEE TYP. WALL SECTION SCALE' 3/4"=1'-0" -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x811X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE _z 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 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v ` h ° z_ 00 e � 6 MIL VAPOR* - BARRIER ; p �r 1 — �• • COMP. SOIL. (COMPACTED TO 95% - MM MODIFIED PROCTOR - - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 41, 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS y. z T(� :. �• 6 .. 4" _ �o0 SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-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. S3 2x4 CONT-.--' I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH 1 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 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/ 112" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2""x3/16" PLATE WASHER (TYP.) 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 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 2""x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W14 x W14 INCLUDE THE WALL @ 24" O.C.) 211 .. ATTACHMENTS 1 ? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. ELEV. 4-3 1/2" A.F.F. U_° ' Ar N ° ° ' - - - 1/2"(min.)- 4" o 00 00 — ��11 Il�ll�llll. CONT. ii U.N.O. BEARING• SHEARWAL -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 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH T 72"(mina 4" W z M a Mi N.;�i' u� I • �I.�llr�- ILc+ll.�..Il�i ■ ' RIM • • • COO SEC�P�� 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x-14 STUDS @ 16" 0/C U \ ��Jo s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1c N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" ", ",, „ „ „" 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24 O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS " 5/8 DIA. EXPANSION BOLT @24 (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ A. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ 10 10d NAILS ( ) SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c TYP '- 2x P.T. PLATE , , PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH �, E ASSUMED FINISHED #3 OR #4 REINFORCING BAR n ° GRADE p. P N z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � a . MONO OR STEMWALL z M o o FINISH GRADE ao 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g _ r . D T q FOOTING MONO SHOWN w FOR CLARITY o0 6 MIL VAPOR BARRIER t> ;. • ° 00 -' r R 1 7/8" ° . - - #5 REINFORCING BAR Z — #5 LAP SPLICE NOTE: • e - 'FOR BEARING WALL COMP. SOIL. (COMPACTED TO - W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) t 4„ 11 A11 - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDIT►ONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" A. ° if GRADE 00 4 • ,a I III II ::: (1) #5 REBAR w/ OPT. ' J I I I I I I C I SG�E�(V ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS d _N I C•M r e•r ch � _ TTj— •• � ` •pry . � '"— I •--I � , ' III T SEE A/S3 OR J/S6 -I , FOR REINF. INFO. I I 3" MIN. CLEARANCE 1'-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. CONCRETE NAILS W 1 1/2"1 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 1/2" GYP. BD. .HOLD GYP. BD. i 1-11, 17171/111,! QI An !'(CAI!` D CTC INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" (2) #5 CONT. - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8,1 1' A" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARI 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 • TOP OF BEAM &LAYOUT DESIGN a SEE ROOF PLAN - "� ° ° - N (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO r> 2x"F.T. Pt'� 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 " �116" MIN 7/16 O.S.B. SHEATHING 8 D.S.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 Q COLUMN LOCATION Q > > w SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONALSLAB INFORMATION g w COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM N SCALE:3l4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING �-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 - s -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN ch O0 GRAD CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E d > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 i`t 25 w SIZE AND REINFORCEMENT) c7 -1 • _ WWF OR FIBERMESH ; � EZ'- a w 0 v ° a 1 0'-0" FIN. FLR./iik BRICK PAVERS or SLAB PER COMMUNITY SPECS O o _ U_U) • • • • = z .•lug•. 1 "-FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 !h N `o N m ^o � W gal o c e•v w _ m �� 'tA .fl N t M O �y1 .Qm�x m r s Boa N C1 >_ E J w 4* 'q c'` 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. ti N O p rn cc 9 00 _� 0 N ��32 '9 - aj N a M LL '4C J LL W U. J u_ a IC31 13 —vim a Y W t �c_n m ILW t�i�pjO. Lf)C14 r 0 Z o� U W ❑❑ z z - N Ln z o N u.l W V 0 u.J g N Ly N 411111111111111 W oo L U V I Z►�' U m S1 0 o w w Z M o E w� zo Wo z® ;o Z 0 co f0 4) t xzo $0 wz W C jzOQ p U m i Z Zm� 5 J 2 maw a a z W 3 �, 3 a LL go dw � m A� J 3 o �z J wa M ;a C �t Z¢ ( oI U3 � I. > Lo J 0 rn M co 0 ^, W L d' :3 (0 Cr cc O V/ CN m 4-1 LO CO '� N N O 0) Ln r Q N r E M o E N y T ? c m a E v w U � c JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. S3 (MONO)