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lor .o CAO i tV M v V) J� N rh cc J f` C> 0 I n 0 I i _ I co N i Irn LO o- Q N I T N J 0 I LO 0 I to ID O Cvn v+ 'L a N N Ca co v J 0 0 U J LZ M 0 In 0 0 aCN L Y LO _ Q v N 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 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) - -- -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. 'T , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,2 -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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) "' WWF OR FIBERMESH MOISTURE BARRIER o e -SHINGLE ROOF, SHINGLES TO _ a a BE IN ACCORDANCE wl ASTM D r D7158-CLASS G or H, or ASTM — ; D3161-CLASS F, IN _ ° ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING — CODE 7TH EDITION (2020) _ RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG 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 _ -IV i — — _7 - �V 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 s 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 SIMPSON SP2 w/ TOP PLATE (12)1Old 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 @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" 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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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" IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE cr c`r 2"*x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND n No (ALT: 1/2 x12 1 1-4 HD @ 24 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL /6x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS /�2„ WWF OR FIBERMESH �31/2" MIN. �31/2"MIN. 1 � _ > e . e 1l2"(min.)- 4" _ar e. T 1/2"(min.)- 4„ d/2"(min. - 4" — 31/2"(min.) - 4" (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. 4„ '-4 8-1 MIN U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrC�TYPICAL BEARING WALL @STEPrc C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 rrOk4 NUOJs�,I 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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 STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coNc�N `2x BLOCKING HORIZONTALLY@ 8" C M U E I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" M BLOCK W/ 1#5 CONT. TTE EXTERIOR WALL FORM SUBMWITH PI D RMIT / NOTE: I I FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) BOLT INFO. I 5/8"x6" "J" BOLTS BOLT „" x 10„„J„ BOLT @ 24 O/C W/ 2„,X 3/16 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS TYPE "So' MORTAR (IF NO UP LIFT ON I I @ 24" O.C. VERT. OR L PLATE WASHER TYPICAL P 2x P.T. PLATE I I I ARCHITECTURAL FINISH WALL SEE GG/S3) *SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1,4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM 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 c-) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 a NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE cAt .E . r � Z_ 00 g M C 6 MIL VAPOR > z BARRIER D C fV COMP. SOIL. ° r (COMPACTED TO 95% — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O.DETAIL) U ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB _\ —1 14" PAVERS O.H.D. RECESS z 4" IT 00 SEE A/S3 OR J/S6 I I r FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / 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. w/ (10)10d NAILS TYP MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY NAR r- 2x P.T.TPLATE ASSUMED FINISHED GRADE Z °O FIBERME H N - — 0 . . t' e ° cn — , t,. 6 MIL VAPOR BARRIER a. ° WEEP SCREED INSTALLED PER MFR INSTRUCTIONS z FINISH GRADE °O — = — #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICECL [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30"MIN. LAP] R 17/8"Iz#5 REINFORCING BAR a o =r a g ui END OF 2" x PLATE I o _ m a . — �Acm 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 c, WWF OR FIBERMESH r, E 0;i � — 45 LAP SPLICE 0I #5 CONT NOTE: ° i *FOR BEARING WALL CN COMP. SOIL. (COMPACTED TO A W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) 4„ 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" =v GRADE 0o — ! 22 fi M v TTT—TTT 1 T T' ' LI RI —, T` l a— I_11521 (1) #5 REBAR w/ OPT. i [ I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS _ CV ' T 47KE—_, y . . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'4" (2 STC RY) GARAGE DOOR SLAB RECESS J 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. „ HOLD GYP. BD. e. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E _ m . ILi I I M 6 MIL VAPOR BARRIER 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS KF� SCALE: N.T.S. IN,13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR _ - &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN °Q (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO •I 2X4 P.T.o' T-1 PLATE 2x4 #2 SYP P.T. FRAMING w/ n,s MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LU CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL _ O.C. GARAGE ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN on 0 SIZE VARIES PER PLAN -CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > LU FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 o Lui w SIZE AND REINFORCEMENT) WWF OR FIBERMESH > on A A BRICK PAVERS or SLAB PER A• 0'-0" FIN. FLR.A COMMUNITY SPECS 4l 141 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" IN,S3 ON 3" CHAIRS (TYP.) 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH SEE A/S3/J/S6 J I ��f'-''T'-"'-'j�''-' 8" FOR REINF. INFO. ` OPTION #1 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD =� CONT. FOOTING STEEL I I MAT REINFORCING. ' co Z GRADEM z= Mw w 1-dWw Z 80�= z FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e•IJ N O c o LO a w O +�. C C co YC 'WLU ^ o ♦ �LLa N O a— y -Oy O Qt C N � Q r, Ncp d d E � c N C co � .- . 0:UJ ",104l111111`'100 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� pp C1 N g$ Al H J 0 +e LL LL art C14 C> LL 1 ii M LL a Y z z 0 Z Leg' 0L Lu - WreNm co130 1:w W _ � Z N r IL I z OU ❑❑❑ 2 W z Z � N M z_ 4 'U� C Xi to 7D L I c � Q � N oz ,• w z o � Z � I1 E ZG o rN Ze Q E U i Z„ a �1 z Z $ w ra m m U Zw (U J 4 � $ 0 3° w Wzzco oW =i c7 0 �O 00 Lcvo `N a� � N Oro CV M Lc> (� T Li a r— N T CV Q Eca 00 U _M T 04 CV �— 0 LO C cV N 00 M N O M C ) T M T— M (= A? o Z E r ? M a ci JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. S3 (MONO)