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FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & _\7;� v 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 112" 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 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM =J=1 I �I I -I °' D I =1(1=1 I 1=1 (_ C) ° 'D7158-CLASS G or H, or ASTMD3161-CLASS /Wi F, IN ) ICI I I I [=1 ° - I' "1=1 12 ACCORDANCE w/ TABLE II 11=1 I I=1 l=1 11=1 11=1 11=1 I I -I 1=� {TYP,) - VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) '-1 I I I I=1 11=1 1=1 I III=) I III -I I -I I �� II IIIT) III I I I It I I,�I II 11- I 1 8 RESIDENTIAL INSULArIlON LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G 5/8" OR 1/2" HIGHS' 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. 99HOOK (SEE DETAIL ELEV. VARIES SEE TYP. WALL SECTION -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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6116 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE D it - OP r 6 MIL VAPOR D I I- �0 z BARRIER P �f p 9 N '- COMP. SOIL. ° (COMPACTED TO 95% TfI I III I fI 11=1 I T MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" (1 STORY) CHAIRS TYP, STD. 90 HOOK SEE 4„ 1'-8" (2 STORY) U.N.O.O DETAIL) ) TYPICAL WALL SECTION (�A SCALE: 3/4" =1'-0" S3 SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 314"=V-0" 2x S.P.F. STUDS @ 16" O.C, 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS T 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL ° p o FOOTING MONO SHOWN00 FOR CLARITY p p o ° D ° I-III=1 I I -III -III -III � III i-III-III III III- z 0 0 ° NOTE: a ° D D -I III -III III =1 1- N *FOR BEARING WALL -III -I I=III-III-III=III=III-' W/ UPLIFT ONLY I I I=1 f 1=1 I I -III -III, I I I=1 I I-i 11=1 11=1 11=1 11=1 -i I I-1 I I -I 11=1 11=t i 1=1 11=1 11=1 11=1 11=1 11=1 11=1 '-I-I 11=1 11=1 11=1 11=1 � �- 11=111=1 11-1' I_i l f:=l I I I I I I I I ;III 1=1 FRAME WALL TO C.M.U. WALL CONNECTION 1=1 1=Ili- rD 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 O I — — � — � •.° 'II"'� — — — : r — — _ II #5 REBAR w/ OPT. ' I ICI I 111 I I I I I-- I I=SCREEN ENCLOSURE OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z =M N M T I I-1I I '. 4" 0? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) 1 V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. SCALE: 3/4"=l'-0" BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .: D p D N M �F[—F ITI-1 6 MIL VAPOR BARRIER I I I R n ° I D 'I LII COMP. SOIL. (COMPACTED TO - J D ° 95% MODIFIED PROCTOR ASTM(_� I i�-Z D1557) 1 I'T� rEt rl � r 3/8" MORTAR BETWEEN SLAB & BLOCK CI cv n,n„ �,fON StiCUP��y 2x STUDS @ 16" 0/C 10 oxs INSULATION PER FBC AND ENERGY coN FORM SUBMITTED WITH PERMIT APPLICATION NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR � BOLTS 6" MAX FROM LU END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D z #3 & #4 LAP SPLICE GRADE 40 MIN, Fy=40ksi a a FINISH GRADE °� GRADE 60 MIN. F = 60ksi [ yI 25"MIN. LAP [30"MIN. LAP] U)re CL Q -I I �I I I ooxxA' JLU J! ' I rl o' -' �I I1=� _ Z #5 REINFORCING BAR R 1 7/8 =11111i �r j T #5 LAP SPLICE 4" 1 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING 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 0'-01, J CONT. BEAD SEALA� — A INTERIOR a d -31 /2 n e. 40 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d n 00 E T N Ti-I i 1= I — M 6 MIL VAPOR =_-7,_ BARRIER —1 n 4�J INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 ' WWF OR FIBERMESH c, a 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR. DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR ,-6 (2) HTS20 w 2x4 P.T. PLATE 7116" o.s.r3. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR.,,-6 IV v M SEE ROOF PLAN (2) #5 CONT. ON 3" CHAIRS 8" (TYP.) FOR TRUSS CONNECTION INFO; & LAYOUT DESIGN SEE ROOF PLAN - FOR STRUCTURAL BEAM SIZE & N ' CONNECTION INFO co 2x4 #2 SYP P.T. FRAMING w/ V-4" 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 N WWF OR FIBERMESH C, d I I -I I lTf o I I 1TI=TT I TI=, r A TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" 33 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a .4 A ° r 4' E MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -� =r1-' g ATTACHED PER NAILING FOR REINF. INFO. - SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION, COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS ED S.G.D. M SCALE:314"=V-0" \ S3 / SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS 7 TO FOUNDATION PAD _ SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 009 GRADE- FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT)LU °•=1I III=1 =_' Z_ _ �-1�1-I -1�1 ICI ICI -ICI W a ut o I -I I I_ I I I=1 I 11= z BRICK PAVERS or SLAB PER p o _ _I 11-1 ! • °•11 III— - z COMMUNITY SPECS L` U — _II II11 I1 1 PAD REINFORCEMENT (SEE SCHEDULE) PATIO COL 1=I=I "'tea I I=1 1=1 1=1 I =1 1=1 I _- FOOTING =1 I I -III -III -III III-Ili=1 11- L) I1 1I1i-TllEEIIl 1I =111-1II BEYOND 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE UMN FTG. DETAIL rN SCALE: N.T.S. S3 i ci CD CN ;e�aaa�lr.rsare C14 A• S d dt 0Qkv ,qqq'�! � •'�C' N F•'•••'7f��.� CC t€1 of Z °.r"'°•:mac qu'��a'�a�;.'' a dddd�P1� x'` To the best of the Engineer's 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 Engineer's signature and seal. W ti v EEQ 4 O `� N v � .J 0 W M W a- cAtir' Nco LLa— Z _a.- 0 °, 3-:w0 o C) 1% s 'co cv co x O W 0) Tom' ¢ a W a Z co z N ClN O UU) Lw U U ❑❑❑ N O O o � N � o M N 'a v o v LU o O04 �N v r _ E RigL O lam. N U o °� Q o ®® N Ol o W M z�J � � LL_ E wo E OV (— �O X U Oa UO U _ C O E N oe ap ao o� az � Q% L � ❑ irw m� � _ z Y U o O T Z J N m ° Q W z z (n ✓� ¢ o� C0 gz FH a= O L >Ix a O UV 7i 0 N > Lo LL O rn m (� (CCD L � N v > LO > N Q 0 0 ° m I— 0 ice' ^r\\ T (i3 Q _ C14 �— CD 0 Lr) r LO o' N E ce) E o z m z :3iri v, E y a 0 -1 Q 4 JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. S3 (MONO)