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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Zy7p.) VARIES INSULATION LE 5/8" OR 1/2" HIGH-- - STRENGTH CEILING BOARD PER CODE (OR 518" 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 II (#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 12" .N.0. 2x SUB FASCIA EE SOFFIT SHEET 8"&'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 (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 31/4" BASEBOARD PORTAT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB SO AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE Id oo co- 6 MIL VAPOR I D D r I I 11=1 - z 00 BARRIER — I ; D 4 ° • 111=CNI COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'41 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB- PAVERS_ \ BLOCK WALL BEYOND 0A.D. RECESS SEE A/S3 OR J/S6---' FOR REINF. INFO. 3" MIN, CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') ------------ GARAGE DOOR SLAB RECESS K71 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) .e I m D D �, D j=i a (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 co WWF OR FIBERMESH co t='- :- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 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 GG S3 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. rE 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 -7 - 5/8no n n" " 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 o d d p A.F.F. 211 @ 24" O.C.) d a d ° °° ° Z MIN. a d p d ° ° d d ELEV.4-3 1/2" �31/2" 2x4 CONT. °- ° ° a ° A.F.F. O 0 ° _ � '. . D a a TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END e (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 PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° 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" O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH �-111I ICJ, I I d ° a 31/2 (min. -_ —III —I - I1- GARAGE DEPTH VARIES -III=III I I-T I I -I =I 1-III=1 11= 11= I =111. 9 I I GARAGE SLAB AT STEP SCALE: 3/4"=V-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 Itt 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY -�' 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 _ _ — a T. ��I _ - -(1) #5 REBAR w/ OPT. ' 1=1 I I -I I I I 11 I I- IF, LI Ell 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M —Ili=11=]�I � .. e • a 1�1—�I � II - �TII!60 T ITI I 4 '1 SEE A/S3 OR J/S6 - -li �l I►II�,IiI„ IIII FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. 1/2"(min.)- 4" (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" OS�GVRE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS s�E 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 @ 2x STUDS @ 16" 0/C �- THIRD POINTS ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W! TOTAL THICKNESS 7/8" OVER TH R 2 C E H CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LA FI ST LAYERS 3/8 THI K AC . PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi z #3 & #4 LAP SPLICE [GRADE 60 MIN F = 60ksi] �31/2" MIN. 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 PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE I .4 WWF OR6x6W1.4xW1FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. U.N.O. I 1 TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH FINISH GRADE 00 2 25" MIN. LAP [30" MIN. LAP] y a =w=l I I —I I D I I III —III —I II 1= �- t,= W III- 6 MIL VAPOR BARRIER —III I D 11�=I I �=1 I I —I I R 17/8" `� 1 I I I1=T III- N z #5 REINFORCING BAR I D: 2 #5 CONT.=r�, II . III=�11I—�=1 #5 LAP SPLICE ( ) II=111-- III - COMP. SOIL. (COMPACTED TO =L 95% MODIFIED PROCTOR ASTM I �- 11=1 I I I I- LI-1 I I=1 4" V-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 Oh '-0 ��a CONT. BEAD SALAD — ¢ INTERIOR -3 1/2" d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 04 n op M 6 MILVAPOR - — '- BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE :L-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 ' WWF OR FIBERMESH p ° K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D w 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS g 1 „ 8 (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES ° FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FI ERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) M AT 24" O.C. MAX. FOR TRUSS ° SEE PLAN FOR CONNECTION INFO TOP OF BEAM AV & LAYOUT DESIGN a e SEE ROOF PLAN ° O0 a ° a ° FOR STRUCTURALI- BEAM SIZE & 2x4 P.T. CONNECTION INFO M 1 I I , d 4 I I I PLATE s 7n6^ os.B. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3lJ/S6 COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. w o SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. t1J Uj SLAB STEP & RECESS S.G.D. rm"N� SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 0'-0" FIN. FLR./1h 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 %0000 •,%�.%�.%0000 •- - MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. T ' 00 GRADE- - a d ° M W ;III=III Z w o —1 —I —111=1 11=1_I I —I w 0 0 �' I I1 44 0 a� I I I=1 I I=1 I I_ - Z Q Z 4 1=_— FOOTING � III III—III-1 I I —III —III III— _III —III; I I. I I I i l I l I i l l l l l l l l l l-III-III— BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 zo _o z� a J a CD co 0 Ln D C Q) cn }—� w p U — Ow � .12 ~ o Cl (ii o U w — U �'M c WcM m a N O O MalI..—o z fA U p ,_FL00 O W .-. Y °, C I o < ti �� `� CL rn¢ 0 A 1 N C H D C x"112111 �� , Ccpp N S ..�•L:i 0/2y_ J 5F; IN 51 M. Z � Q Ib 3 `6FL Z� �••.,, 4 W ��,,"' O r E S ¢�� 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. O ON Z O�I� M > ) O M Q V) � Ln z 2E V) 7% � ro oC U Q � a E .., ZIT WJ O�G �r oZ o W� za f U u¢oa- Z O _ Q U ZwW2 tmz Lij tic it 0 W Q L o,Lo 8 J U�j U w (� } J Q zo Q U Z Qi �zs O r—•I < U. = ~ Q Q w §� p u_ OZQ t bi Q J c O V j N,. 0 LL_ z wow w z z Q o�2o Z z 0 0 � W W3LLo W J to r4 Lij F Z Hu U N M Q Q Z Wy ¢wZ *k Z a vi J z m 2 ¢z g �• d. L SCALE . AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. � . C SHEET NO. S3 (MONO)