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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 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 I INSULATION PER -J 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 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 WI A x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 c (2) LAYERS TYPE I OR TYPE II ' (#15 OR #30) UNDERLAYMENT -III-I (1=) I I=I m ° ° °' I �I I� �I 11= 9 FOR ROOF PITCH 4:12 OR LESS. I-1 I�._I I I -I 11=1 0 • 1=1 1=1 ff=1 �I' PRE ENGINEERED WOOD - TRUSS @ 24" O.C. U.N.O. III -I IEll �r HURRICANE ANCHOR EACH 111=I �I I �I I I I �( I TRUSS SEE UPLIFT SC@HED. W/ -1 I I II (I I _I I METAL PL. UNDER EA. TRUSS 8 MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" .N.O, 2x SUB FASCIA 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. �r ��r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / 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. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS V2"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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-1 (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH z 3 1/2" MIN. 3 1/2" MIN. ELEV. 4-3 1/2' h . AFF ILL _ IT I'31/2"(min.)- I I=III=�= 31/2"(min.)- 4" N 00 - o -III-III- ' - o _° 31/2"(min. - 4" I �I I �L i I -TI- 31/2"(min.)I- _ () I � ;,'�' () III I4,;1114�1 2 #5 CONT. 4 1 4 8 2 #5 CONT. U.N.O. MIN.U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL(',_C� TYPICAL BEARING WALL @STEPrcC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 YGS� EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C-04 INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3116" °� 3RD LAYER 1/8 THICK. K.Q. BLOCK (10) 10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE "S" MORTAR 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 x SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ARCHITECTURAL TYP. 2x P.T. PLATE � PER MFR INSTRUCTIONS o P FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 1x2 PT WD FURRING @ 24" O.C. ' GRADE - GRADE 40 MIN. Fy= 40ksi ° > N �:,, _z #3 & #4 LAP SPLICE co=11�11=11� T p FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a (1) #5 VERT. IN FILL MONO OR STEMWALL ? M - - A c • 25" MIN. LAP [30"MIN. LAP] 1/2" GYPSUM WALLBOARD o � ' �I I I= -I I I - ' • U.N.O. CELLS (SEE FOOTING MONO SHOWN o -'' �I �I -I I - LU C, FOUNDATION PLAN FOR CLARITY D _ O° 6 MIL VAPOR BARRIER i I I III P c ° I =1 I -III L- R 1 7/8 'n 1=I I I I� ITI=I I #5 REINFORCING BAR -I I FOR LOCATIONS) P 1E I I IE 1= IE 1=111=I r = z T (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r ° 1=1 I �T�IL� II III=T=111-' .- 1x4 P.T. BASE NAILER ° o III III III III III 1 11= z 4"x4"INSPECTION D p _ I I I I • I I L -III-I #5 LAP SPLICE ()I I- r 2 #5 CONT. 1=111=1 11=1 11=1 11=111-.1 g I I I -I 11=1 11= 31/4" BASEBOARD PORT AT EACH NOTEFOR BEARING WALL g D D 1- I-11-1=11=I li' COMP. SOIL. (COMPACTED TO -_I _° ° _ _-11 III FILLED CELL TYPICAL I=III=III -III=III=- 95%MODIFIED PROCTOR ASTM I �= I I I (=-_ 111= I I=) I �_ W/ UPLIFT ONLY 11111 _ 1 ,�, M MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR =III= =11=I I I=I I I=III= I =111=11= 1=III=III=11=III=1 D1557) L III -I 11=1 I 1=I I �=� I r MIN PSI MAY VARY PER cn =1 I-11 I=III=11=III=III-III=1 I-III=1 I 1=III=III=) I I=1 I-' 4„ ' i„� III -I I t 0o MUNICIPALITY. TO CUT BLOCK OR POUR "-1= I -III_ III-iIl1 lI II-IIIII III -III CURB DUE TO SLOPE CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1AXW1.4 WWF OR a^FIBERMESH" � N ER .� _ 1-,IL00 DECO FINISH 4" to 6" BELOW GRADE - Z SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 60 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ '� z ) „ min. 4 N rn o BARRIER a p p • N ` ° GRADE J COMP. SOIL. _ ° III - O0 _ _ - _ _ _ 0 - - - - _ LO (COMPACTED TO 95% - -�{--_ I- T T- T - - - - = __ - _ _ "'- I I f �-I' -(1) #5 REBAR W/ OPT. Do MODIFIED PROCTOR ASTM D1557) l�=Trl I- II- I - I S,Cr�Eg I NCLOSURE 3" MIN. CLR. (2) #5 REBAR CONT. 4 I I ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 a 00 o OPT: DEPRESS SLAB 5 Y2" - DEEP AND 6" BEYOND E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB 9 PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS /- � z " - =lll I I 1-1 1=1 I F 71�III �.. III=' SEE A/S3 OR J/S6 LII I I (1„I I „ 111 I IT= °o 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 w � S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' co Cl). 4 .: I� 4. EO lief Rr SEE A/S3 OR J/S6 I -I I_, i 1111 ,11 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS 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. 2„ HOLD GYP, BD. 1/2" FROM SLAB 0� a CONT. BEAD SEALANT INTERIOR -3 1/2" 4 OIL a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a r =1 1= I= =1 11- M 6 MIL VAPOR BARRIER =III i t l l l l l III=1 1= ' _,III„lllll„IIlll,llll 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HCJOK #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 SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I e 2x4 E I 2x4 #2 SYP P.T. FRAMING w/ PLATE nis" I MIN 7/16" O.S.B. SHEATHING o.s.B. Z ATTACHED PER NAILING ° E w SCHEDULE COLUMNS LOCATION Q � J 6x6 P.T. #2 SYP w n rw ABU66 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. 1/2 GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 `I WWF OR FIBERMESH r, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER aA 0'-0" FIN. FLR. IV COMMUNITY SPECS = 11-1 11=1 I I- 1=1 1=1 F ON 3" CHAIRS (TYP.) 1 8" I V-4„ 1 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" �,13� 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH T I\ I I M OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS @ S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD .E CONT. FOOTING STEEL MAT REINFORCING. r ' co GRADE - Q ° M c� ;III=III a a.=1I=1I=III=1' Z w o 1-III-I =1 1=1 1=1 1=1 v o° II I-1I I I 11=1 1=1I 1 z w `0=1 =1 I f=1 I I I=1 I I =1 1=1 W J III -III -III -III -III III -III -III- FOOTING � II II 11111 j 1111 ,� 1=III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U Z M 0 - o zCID E3 v� o +-j W I p •V - 0 w o �V) U o� m W pp 'o M m M U M _ C' O O aj U 5"00 cv o ¢� n o �n;r rn < d Al I B D® N 4G�V a N N to (4 goN Z W Z z U F � 5 � w W 4`�N-�i Z w �� inW_ ° 0 v N � Q M �LL WCN �E�'tEElllidlr�%� � o •. X " ✓6N 0 rz, .:.., t E F NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.Lennal-Tampaxom Oz 0 c,LIJ z �F Z a- J _ UZOO U U Q �o$z W �ap°o (� IZ N J Lo J zz U Ez / z S CL z 0 0 daJ W U L 1 z .R0 Q9 r E P l V Q as Id z Z +-� 20 �o � CY 2 J < LU -I �jccj V' u z Paz z z t jtn0 �o 0° g z a YL 0 oo r-+ a cn 4 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. S3 � , E. J: .CAI i Jb b. Old I., _Ili-18� � IJ...I :. t - 3.