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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGH-J 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 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WDFURRING @ 24" O.C.-/ 00 COMP. SOIL. ° (COMPACTED TO 95%-- MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR• (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1. 4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. 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 �- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ° D Z M• D 00 6 MIL VAPOR Z BARRIER �r 4 � OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-� 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D I o (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6".. (2) ROWS 2x BLOCKING @ 3rd FITS 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 & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH 411191 1=111- o 1 II -III=' ;- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH --� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR AFF 211 @24"OC °..d.. ° P.. ° :° ELEV.-0'-31/2" z �31/2" MIN. d' Q. Q ° ... ° d' ° 4 4 . a . ° d °. .. ° ° 4 Q A.F.F. O 0 D 2x4 CONT. °_ °. °Od.''d ° : ° LL .' .a .. a d a 00 I n „ TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - W/ 2-16d TOE NAILS @ EACH END s „ „ (U.N.O.) (OR / GYP. TYPE X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-61'. INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/810 x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR WWF OR FIBERMESH @ 24" O.C.) 31/2" MIN. 4" ° a a . 31 /2 (mm.)- 4 GARAGE DEPTH VARIES d... �. (2) #5 CONT. 4n I I�i 1 1 r 1, GARAGE SLAB AT STEP rB TYPICAL BEARING WALL" STEP C� SHEARWALL SCALE: 3/4"=T-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 " x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE z o. M 00 D o D I —III —III —III —III —III _I o 0I—III—III—III—III- I=III =III —I I I=III=111=11 2 g o D D I I lil i i iTl III 1i1111i1 III 1i11111 l; T — I III I—III—III-1 II —III —III — FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S� SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ' GRADE 00 _ ! ..q _ ICI —ICI ICI '� �• - -(1) #5 REBAR W/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" — O.H.D. RECESS z 13" •9 O.H.D. RECESS � N M . �. N . a• , :. •� a:` `� i •! •. �, 111�':�'.r I.. „y, a • ' _I II— •d •.. _. - All 0o e. Y I -1 —=I _ •' A I 1 : ' ' 4" I -' SEE A/S3 OR J/S6-� -1I I FI I I ICI i I I I Lli= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J LI 111 i I, I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) V-8" (2 ST RY) 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. (2) ROWS OF 2x BLOCKING @ THIRD POINTS "SHEAR WALL" SCALE: 3/4"=V-0" GV� GN�N�as 2x STUDS @ 16" O/C �- ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W! TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-611. —INSULATION PER CHART ON FLOOR PLAN --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 00 - I12 I (2) #5 CONT. 14,1 " i ►'�''"'' I=, _ (3 '1/ '2' 1 11 U.N.O. MIN. 1/2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE c PER MANUF. Z_ FINISH GRADE 00 #3 OR #4 REINFORCING BAR GRADE 40 MIN. F - 40ksi #3 & #4 LAP SPLICE r [GRADE 60 MIN. Fy= 60ksi] 25"MIN. LAP LAP] w W _j gI D D T a Moil _ _ D • _ _ _ [30"MIN. W ill 1L 11ZII 6 MIL VAPOR BARRIER - I I D ° I j — — I= n CO1- i e•_-111 _ #5 REINFORCING BAR R 1 7/8 D I11k r #5 LAP SPLICE COMP. SOIL. (COMPACTED TO III D ° • - I I I=�= 95% MODIFIED PROCTOR ASTM D1557) I I I I ri i I I I I 4" 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. 2>, HOLD GYP. BD. 1/2" FROM SLAB O,-0n J CONT. BEAD SEALAi ° a . INTERIOR q�1/2 -31 a CONCRETE NAILS W 1 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 M 6 MIL VAPOR - -� i' BARRIERIT 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 n ON FLOOR PLAN CONT. BEAD SEALANT c 6x6W1.4xW1.4l WWF OR FIBERMESH �, a' I i 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C, MAX. • x CONNECTION INFO SEE PLAN FOR ` . & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN « FOR STRUCTURAL (2) #5 CONT.=1 ON 3" CHAIRS 8" 1,_4., (TYP.) T BEAM SIZE & %P.T. CONNECTION INFO 7/18" I .I 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w a SCHEDULE w � w 0'-0" FIN. FLR.�VV 'T ih SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8— EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 2600#) _ E 6x6W1.4xW1.4 WWF OR FIBERMESH r 4t D. O IIID� 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 4 /+NI nCPar-O[• rnn VARIES G - C 1AM A ., IAM A J ' v" • • v OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS as S.G.D. � M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE _ .�—m—IT•-- Uj I I I —III ' ° d I —III —III —III —I Z Imo- w 1=1 I I —I I I I=1 —I 11=1 I I W o �; cwi� w-EI 1=1 a I 1=1 1=1 1 Z 0 0 III=1 ! .. ''a . -III III—III—III—III—i I I III —III —III— FOOTING 11-III—III=III=III ,II ...III -III BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN\� SCALE: N.T.S. S3 Z M Z Q 13 C Q) 4-J W (6 0 �U — W 0 I- Of ft/ I v , Z:)O y_ o co m o W 1— E —8 0) Cl) cc -,'a M O`oo = ai I N _ _ U_ co Y r Ly a)to Q CM Q O M<0 A [ N•C B1 .CA ta��llll D� o z °0��,► �tt «Lo Lu LU ✓ /�aC ! i 20 LLg .S m S 8 F L �aa..a.•• -. ESSE' 111 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z N O�� ro CD > U0 11710 � f0 Ln � L Q � LA U_ C- _ ro M I� U C Q001, Z � � W _j�~ =z o W z<E a� v, _l UQon: to z O Q Z uj W LU ,z z L4 II� O LU W W N J J ,z0 oZ Z z Q }o <z Ln g z -0 07� V � Z) fQ L � /�� L / L o > N 0 0 z OU Q Zzo lu o5 O U�86 Z¢o°d [V LL w �a z a Z N ff a2� J W Q Z �oZ 8 2! oQQ z l0 00 Z Z aZ J o o J = az 0- U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 200 SHEET NO. S3 (MONO)