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(1) ROW 2x BLOCKING @ MID — J 2x #2 O.C.SPFSTUDS HGT. FOR WALL HGT. :5 ROWS 2x BLOCKING @ 3rd8FITS(2) @16" O.0W/ (2) 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA, , X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 • ° . ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD I ° I' TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH I I - `"�IJ I —I I II F (�P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8�� Igr►•' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA rION LE 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"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 518" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O,C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 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/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ``' ELEV. 0'-0" (� T:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 2 WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° ° , 4. a ELEV. -0'-31/2" z z ° a 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. > T-6". —INSULATION PER CHART ON FLOOR PLAN -{USP SPT22 CONNECTOR /23, P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH a °° 2x4 CONT. ° ° A.F.F. O _ ° ° ° < ° ° ° a _ ° ° '3112"(min.)- 4" _ o ° ° 31/2"(min.)- 4" ILL -�— _ ° ° �. ° , . a N °c — — — ° �. — oo - GARAGE DEPTH VARIES 31/2"(min. - 4" .. (2) #5 CONT.' �' ' ' 4" 1'-4" $" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MINSHEARWALL C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. SCREWS @ 7" O.C. 2x STUD �° SHEET LOAD BEARING OR CEILING & 8" 0 C WALLS 0 ems' �IV o'vN� SCALE: 3/4"=1'-0" l S3 (1) ROW 2x BLOCKING @ MID HGT. 6" KNOCK -OUT N -OUNT. EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BL CKING @ THIRD POINTS x STUDS @ 16" O/C r� NOTE:INSULATION FOR WALL HGT. s V-6". (2) 2x BLO KI PTS PER BLOCK6" C 1"x P.T. STUD ULATION PER CHART ON FLOOR PLANSEE SECTION C/S3 FOR ROWS rd FOR WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT III #5 VERT. IN FILLED CELL /8 STUCCO FINISH PER ASTM C. 926 APPLY 3 " ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N f3RD AYERS W/ TOTAL THICKNESS 718" OVER 1/2"GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8 J BOLTS BOLT " "" " 5/8"° x 10""J" BOLT @ 24" 01C W/ 2"°X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO."I (IF NO UP LIFT ON x6 @ 24" O.C. VERT. OR PLATE WASHER TYPICAL LAYER 1/8" THICK. K.O. BLOCK 2x P.T. PLATE 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c *USP SPT22 TYP. (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING � SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 T 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR a w END OF 2" x PLATE WWF OR FIBERMESH T , ARCHITECTURAL FINISH ASSUMED FINISHED .� c PER MANUF. #3 OR #4 REINFORCING BAR w 0 ° ° 1x2 PT WD FURRING @ 24" O.C. ! j GRADE N ° ° ' ° ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi a ° ° 4 1/2 GYPSUM WALLBOARD " 1 #5 VERT. IN FILL () MONO OR STEMWALL ° ? r M - .° • ° • e FINISH GRADE 25 MIN. LAP [30 MIN. LAP] " [GRADE 60 MIN. Fy= 60ksi] I I QI= p . • _ — r- U.N.O. CELLS (SEE FOOTING MONO SHOWN c ° o I w FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY ° ° II 00 6 MIL VAPOR BARRIER I I ( ° ° ° - °O Z T #5 REINFORCING BAR R 17/8" N - - - _ _ I EE I II I 1x4 P.T. BASE NAILER �� ° °� ° p. ° I II - _ - - _ = z I I I I I II I it I I II I Ii I I ' ' �� N - - - "' #5 LAP SPLICE (2) #5 CONT. I - 4 x4 INSPECTION o° NOTE: ° 1=III=III=III=III=III=1 I . '. ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL R III-11(—II1=1 I=1 I —III=III- N -i r I 1=I I=III=III=III- COMP. SOIL. (COMPACTED TO -_ ° ° _ _-� 36 MIN. LAP (36 MIN. LAP] (n,P ) 8 " 1 8 " FILLED CELL TYPICAL W/ UPLIFT ONLY -_ - 95% MODIFIED PROCTOR ASTM I _ 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=III=III=1 I 1=III=III=III=III=III=1 1=1 I I=III=III=III=1 I D1557) , , ; , , , , , 1 I- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR M I MI � II � I --I I I -I � I - I � I -I I I -III -III -III -I I I -I � 1 =I I I-1 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE �-III-III_-III-I I -I 11= I I=I 1=I = I I - -i —i —"— III- I I #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH C DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB INFORMATION. N' c i `4 - ' n° ° L s _Z ao I A 6x6W1.4xW1.4 ° CO 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° _ I = z_ min. 4" BARRIER I ,l p 4 ° a A P 74 COMP. SOIL. I ° 00 - - (COMPACTED TO 95% I - - - - - - MODIFIED PROCTOR - I - -� - a ASTM D1557) -r I I � 3" MIN. CLR. (2) #5 REBAR CONT. 4' ON 3" CHAIRS TYP. 4" 11-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) "v GRADE _ (1) #5 REB R w/ OPT. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = T-0" S3 SCALE: 3/4"=V-0" 53 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" O.H.D. PAVERS RECESS z CI' U. - SEE A/S3 OR J/S6 I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOW / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) V " (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13vl G O.H.D. RECESS N' M CM v' j. 411 +' — SEE A/S3 OR J/S6 -I i j7 f ii FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. Zx 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN — a INTERIOR ° P ° -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 _ A q0 C:'4 =r:�==l1= M 6 MIL VAPOR - - i'- BARRIER Wi 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 N ' M, WWF OR FIBERMESH ) r, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 1 1/2" RECESS FOR VARIES6 x 6 W1 A x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N_ SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I r' AT 24" O.C. MAX. . * ; CONNECTION INFO ` ° SEE PLAN FORjh TOP OF BEAM & LAYOUT DESIGN A v LLlrrr rrrJ1L7 SEE ROOF PLAN bpc - - - a: ° v ° FOR STRUCTURAL � Ih r rrI - III BEAM SIZE & CONNECTION INFO * • . ° i 2x4 #2 SYP P.T. FRAMING w/ SEE AIS3/J/S6 MIN 7/16 O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION1 I w o SCHEDULE w J g w o w W CO 0'4" FIN. FLR.jk IRV 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 vvoo,v-vvv , ,. .vv vv vvv .�,�vv vvvv --%, A Rill SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS P S.G.D. M SCALE:3/4"=1'-0" 53 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL-71 EXTEND FILL CELLS c TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. ' M 00 GRAD - - ° ° 0 ;III=III a. °. I=1I1=1I1=1I1=1' Z X W :3I—III—I �.. III —I I1=1I1=1I1 LU °o W CO z LL 11=1 =1 1=1 11=1 11=1 I I I II— OOTING J III III —III —I 1=1 11=1 I I I I IEI I I=Ill- 11-111—III—III—III ,II ...III -III—' BEYOND PAD REINFORCEMENT '' -III-III-i-' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0LO Z M 0 Z Q J d cn U cn a- J w U — w Oco G Vi = o CO) 0 U 0C'e) W F— E -$ M C M M N :S N Ooo � ai s ,IL 00 � a) h <c rn rn Q ci A1 0 Do N. C.11,D•C �R c0 �, CM, LAW y'• r� 1140 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 5th 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. O O z (�1 0r� r> -iU-)MO M a � O Lr) C U- IZ " � a� U Q. 00 O Q z J � W d' 0 . za E rn Yr J � 0oz Cie Lu E-- 0 $Fwo L.. ^ J J < z o }� 9 > z z Ll) 06 Ln z o rl 0 U = Q� Lu O 1:u-R� F- Oa' m a N 0aoJ W < J WIZ¢ Q a��Q Zago �o�Z J LJ i 00 Q z w¢ F `z Z o� J z O T �. ¢ Z Lu �. o- I— SCALE . AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 2.0 SHEET NO. S3 (MONO)