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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . o ° SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM . °' • p -.' I 4 D7158-CLASS G or H, or ASTM AIN D3161-CLASS F, IN '�-1 ° III 12 P.) VARIES Z ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING „-LI I - - _I - CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA TON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG � SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" ELEV. VARIES \ 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.0• 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 M 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 W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v cV •' ° ► Z_ co 6 MIL VAPOR - BARRIER D — r COMP. SOIL. (COMPACTED TO 95% 9 - MODIFIED PROCTOR - M7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY) ON CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS = PAVERS M - ;. �• 4„ SEE A/S3 OR J/S6 T FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR GARAGE DOOR SLAB RECESS ,J•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"* x 10" "J" BOLT @ 24" O.C. W/ 2"ox3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 211 ELEV. 4-3112" z 31/2" MIN. A.F.F. p N ;0 0 ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/(10) 10d NAILS "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 P.T. BOTTOM PLATE INCLUDE THE WALL6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS �2 )�2x WWF OR FIBERMESH Film .. I.V.21 1�llhlll �� 1••�1 II _re RVA 4F ■■ 11 —0 '—=I rot -IL—mt • A. . �. '"'"•f= �11=�:i1z?I1:�I1.�IL=1I�� Ihl �� • SCALE:3/4"=V-0" \ S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING OS��aE ?Cgi- 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. 04e 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N��o S �G LOAD BEARING OR INSULATION PER FBC AND ENERGY �'��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 N 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 @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT MIN. SHEAR ( *SIMPSON SP1 (6)1/4"x31/4" 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 I- BOLTS 6" MAX FROM 6 x 6 W1 A x W1.4 N _ •- _ TYP. .- 2x P.T. PLATE PER MFR INSTRUCTIONS W END OF 2 x PLATE WWF OR FIBERMESH T ASSUMED FINISHED #3 OR #4 REINFORCING BAR v n ° ' GRADE e ° . F. z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40kSi Y- a ° MONO OR STEMWALL z M 1-- ° i _ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP ] [GRADE 60 MIN. Fy= 60ksi] a. m D _ r o r FOOTING MONO SHOWN 2 - ooJxx\77- w o ° - - FOR CLARITY °O -- 6 MIL VAPOR BARRIER o ° Cl) _ #5 REINFORCING BAR I• — — — '- #5 LAP SPLICE (2) #5 CONT. NOTE: *FOR BEARING WALL = iv -; - _: r COMP. SOIL. (COMPACTED TO - e ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 81' V-4„ 8" W/ UPLIFT ONLY __ _ -- - - 95% MODIFIED PROCTOR ASTM 10" (TYP') D1557) 1,'Y„ 4" A #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING K"E REBAR DETAILS rF WALL UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. w/ K"G SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION.�,S3./)SLAB INFORMATION. S3 6x6W1.4xW1.4 WWF OR FIBERMESH / • 0GRADE INS I HIM IN MIN. TYPICAL THICKENED SLAB EDGE L SCALE- 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E s , N c+) f - - .'. 4„ I co t I I N I SEE A/S3 OR J/S6 -I I I I III„I IL- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� a INTERIOR °. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 6 v co 6 MIL VAPOR -_ BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES 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 11, & LAYOUT DESIGN SEE ROOF PLAN 7 ° ° a ° -= (2) HTS20 FOR STRUCTURAL r _E _ BEAM SIZE & 4r CONNECTION INFO � ° ' 8 a M • ' •. 2x4 #2 SYP P.T. FRAMING w/ - - SEE A/S3/J/S6 " MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. on SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 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 _. INSULATION PER CHART Z O SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�`t ' r „ ON FLOOR PLAN CONT. BEAD SEALANT on w H j SIZE VARIES PER PLAN M - ZGRADEa co --j` ) ¢ w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR i ==I = 6x6W1.4xW1.4 iv _g w w SIZE AND REINFORCEMENT) w • '- WWF OR FIBERMESH �, Z f=— w o '_ LU -' -I v BRICK PAVERS or SLAB PER 00 = -III • «' • • z_ qa COMMUNITY SPECS ILL _ 1 ! l _ FOOTING --j BEYOND ,,I .. ;..'r:.. •• . PAD REINFORCEMENT -" - 3" MIN. CLEARANCE SEE SCHEDULE 4" 4" ' i CONC. PAD NF[ON FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" �'� �^'=t'-0' ��3� SCALE: N.T.S. S3 -0 cv .4; Ln J 5' tiT J, U U E> — Tit eel'+• t•�.. •'GIN ��,,..... ,, N S E ••,. M ��, r • '0�40 y V V34C f, 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 portlons of the drawing pages bearing Engineer's signature and seal. o � g �� v 6E �� to00�v w a M v u_ a Qai YYn Cq iJi u- CL Z O tm o0 to N co O �2— W = IL 6 a MZ a.to O N Q U � on O U W ❑❑❑ � Z � z � J N z � U o 4-J EL Flo OLLJ -a)v) c Y LU CJ � CO • N o MZ W o U_ E wo oo as ogo N V E a� wo aZ ZO o �$ n aw d on,_ �o ice` z J a • zZ �3 og° �W W (> o nLL y f1 CD o z� 0 v 5 °3 C m0 � >L6 Orn CM t0 d- N molt Q Cr r T CL 0 m O N � � o TQ N 1..— ui m N N y N o Z E E •� c a ci JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. S3 (MONO)