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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 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 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT 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 31/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 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 ° SHINGLE ROOF, SHINGLES TO ° . BE IN ACCORDANCE w/ ASTM t>' -" D7158-CLASS G or H, or ASTM D3161-CLASS F, IN _ I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING -_ CODE 7TH EDITION (2020) RESIDENTIAL 8" ROOF SHEATHING - SEE SCHEDULE - IRSH] - 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 -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 31/4" 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 CL NOTE:EXTEND W1AXW1.4 WWF OR L DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c •� L i e0 z 6 MIL VAPOR Z r BARRIER C • — COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE " 4 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" O.H.D. RECESS PAVERS z SEE AIS3 OR J/S6 `' I I I I t I l 11 F FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / 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. 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 5/" 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) (U.N.O.) (OR /a GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 ALLV"-:x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY„ SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFER 7`0/16" 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 -'- - -- - -- O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O C) 2" x 6 W1.4 x W1.4 ATTACHMENTS i2" �� 6 x 6 W1.4 x W1.4 „ ? 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV. -0 -31 /2 2x4 CONT. A.F.F. $ ° I ° N , ° ° - - 31/2"(min.)- 4" L o ° .: 9 - _ 1/2"(min.)- 4" GARAGE DEPTH VARIES o •' 31/2"(m n 4" - �` - ��/ (2) #5 CONT. m ''ter (2) #5 CONT. 4� �� gN m 4" 1'-4" - 8" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 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. CAS' uPENV c PAS' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C '0 �\o 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION I 1 I #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" „o O/C W/ 2„o X 3/16„ x 10„„ J„ BOLT @ 24„ATE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 1 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL PL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR to 11 MIN. 2500 PSI CONCRETE SLAB WI SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD "SIMPSON SP1 I 1 I (6)114 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] [ #5 REINFORCING w/ (10)10d NAILS � SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR �,P , � I 2x P.T. PLATE � PER MFR INSTRUCTIONS ASSUMED FINISHED € #3 OR #4 REINFORCING BAR N - - - o • n z #3 8t #4 LAP SPLICE�A GRADE 40 MIN. F740ksi]GRADE D FINISH GRADE °D [GRADE 60 MIN. F MONO OR STEMWALL z_ , - -0 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN °O FOR CLARITY 6 MIL VAPOR BARRIER °°. ° -_ - -1 #5 REINFORCING BAR R 1 7/8" —� ° ' _ f Z #5 I AP SPI ICF • - *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM TTI MT W/ UPLIFT ONLY _ D1557) m _M_ - = 4„ 10411 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" ° a v GRADE 00 0 - (1) #5 REBAR w/ OPT. Tff - - = SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3l4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' S //-O.H.D. RECESS E !. / M ' Y SEE A/S3 OR J/S6-- -IL FOR REINF. INFO. 3" MIN. CLEARANCE V-4- (1 STC RY) V-8" (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, 1/2" FROM SLAB OIAII 9 CONT. BEAD SEALAN INTERIOR a.. -31 /211 4. qv, .� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 1�II I N M 6 MIL VAPOR BARRIER INTERIOR WALL 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 LU U on A LU D° LU -I I REBAR DETAILS F SCALE: N.T.S. S3 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 � (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE EE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o W 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 COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM L TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR L 6 x 6 W1.4 x W1.4 o W SIZE AND REINFORCEMENT) WWF OR FIBERMESH LU to . " BRICK PAVERS or SLAB PER v 0'-0" FIN. FLR.� COMMUNITY SPECS 4" 4" STEP NON-BRG. rK SCALE:3/4"=V-0" S3 : ••'1 ,� SEE FOUNDATION • . :• ,�, CONC. PAD INFO. r TAPERED COLUMN FRAMING rCD12� SCALE: 314• = V_T 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 CO E '? ° I IIL_ L= Q (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1 RECESS FOR -��—VARIES - i r WWF OR FIBERMESH S.G.D.(U.N.O.) � � I SEE A/S3/J/S6 --' l 811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS S.G.D.K�_M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I -- EXTEND FILL CELLS ci TO FOUNDATION PAD Ed CONT. FOOTING STEEL I I MAT REINFORCING. Q ' M GRADE LU z_ • w ww a gUj oy'= L za � M�Q FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N C �.. N �D z as •.:� N N O •f'J _-_ e� 2 Y qD � u C H a� :_ r, M 0 N 0 No PE 7 sC «try•. c.lAiL: t�F '4': 1)•'•• •'•:jr To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. W N N fig 32 Q C.)a zszs ik LL C LL -i LL c�LLLL SSS a Z 0 rn a rm� W 0 o Z u) N z Q ZN OU _ 'K W y ❑ ❑ z S Q a z_ W d � V OL,�g t,n v W • of _ � 8 U c Q 0 Q. N � o � fY w z J � ¢ a a�E o U wi =® oa is ° �¢o ° ° V ZQE ;v t g y cn � g Y Z 3 ° OLLLL o ° W n c�3 Nw O w� _N iig o r _Co N _ O T c6 (d o CD C�jI O � T C CO U_ O O 00 .— � N o c pOj d� 90 •O� 00 ` oo 00 N E C)M z° m z O E O w im E U °� c a ¢ p JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. S3 (MONO)