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J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / (1) LAYER TYPE 11(#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 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT INSULATION PER zBLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB CY) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE D D I r r ° I I, oo �h _ D 00 6 MIL VAPOR BARRIER — D • I I- 04 COMP. SOIL. (COMPACTED TO 95% I I .. MODIFIED PROCTOR I III I I I Tl I i I TT. 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" = 1'-0" 53 OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ BLOCK WALL BEYOND 14" O.H.D. RECESS z MN� III-1 I r - 4„ a. 00 •'.'a � III III y '• II r : '� ii11 SEE A/S3 OR J/S6--` -i li I il III-III I 111= 11 1�� ,� l FOR REINF. INFO. 3" MIN. CLEARANCE 1-4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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.) D d III —III m D II I LI I —:;I II D (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 & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH 471) ° I ! 111=III=r o II IIIL[ l r 1 8„ 1 -.17--- —...r.. �- � TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 �� "-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM _ S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE 8"x8"x16" 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS - INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK @ 24" O.C. W/" " " "° SP SPT22 CONNECTOR 5/8 x 10JBOLT 5/8" x 10" "J" BOLT @ 24" O.C. W/ _ `_ 2"°x3/16"PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) Cl) IIIELEV. 0'-0":1L 17 .... .. . . .. . ... ..... . .. (ALT: 1/2"x12" TITEN HD @ 24"vzv x P.T. BOTTOM PLATE(ALT: 1/2"x12" TITEN HD @ 24" OL O.C. OR 5/8"x10' WEDGE ANCHORx 6 W1.4 x W1.4O.C. OR 5/8"x10'WEDGE ANCHOR °aA.F.F. @ 24" O.C.) 211 WF OR FIBERMESH @ 24" O.C.) °. a 0 (-31/2" MIN. ° - ° - ° - -° - ELEV. -0'-31/2'" Z a d ° °°d ° aaa da A.F.F. k52x4 CONT.° U_ T-°. T_i /2"(min.)11_�'IE a N ° ° 31/2"(min- 411=1I - GARAGE DEPTH VARIES �- I� _ —I (2)#5CONT. I .. - 4 'Ii 4" V-4„ 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 J 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE ° ° P ° D—III—I I ( III III III ° III —III III_III III III= D � ° I —III III —III III-1 I I —III � g ° � � III —III —III —III —III —III i.1 FRAME WALL TO C.M.U. WALL CONNECTION 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 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 .E .III-1 II 6 MIL VAPOR BARRIER I D �'I II II • ' ° )__�FjON SECU��\'� P65''(\tiID 00 31/2" MIN. �I 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 I6x6W1.4xW1.4 WWF OR FIBERMESH (2) #5 CONT. -/ 1 4,1t� 1 I-1 I I;_4(,I i-i i it , , 8, U.N.O.11j MIN. TYPICAL BEARING WALL @a STEP SCALE: 3/4"=l'-0" 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. -2x STUDS @ 16" O/C \ FOR WALL HGT.:5 8'-6". (2) NOTE: kSULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W! TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE, 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8- EXPANSION BOLT @24 '1O.C. -USP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) _ E #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - CV -WEEP SCREED INSTALLED BAR iQ- END OF 2" x PLATE WWF OR FIBERMESH Q - PER MANUF. #3 OR #4 REINFORCING BAR <D LU z GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksiK IIE II-[GFINISH AMI--=- II 25MIN. LAP [30MIN. LAP) a L-11 T I a 11= — #5 REINFORCING BAR R 17/8° _j W50 WR =IITIE-j-_I11;, t 11I IL WI 1 I --I I III • r iII-1I�I #5 LAP SPLICE (2)#5CON T. —III.. II ,II ,,, }�, -I I �I I I=1 I 36" MIN LAP 36" MIN LAP ON 3" CHAIRS „ , „ „ COMP. SOIL. (COMPACTED TO -I I _D - - - [ ] (TYP) 8 95% MODIFIED PROCTOR ASTM 1= I1=1I I=III=1 11= I I=�" 10" D1557) I I I I ILII, �,IT_II ICI, TI I III -, 4" 1' 4" #6 REINFORCING BAR #5 STD. 90 HOOK �- #6 LAP SPLICE TYPICAL INTERIOR BEARING rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4"--., GRADE v . III —III —III 1I — =(1) #5 REBAR w/ OPT. =1 I I=1 11=1 I 1 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES - SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH + I 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I A . AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FORJ1111& LAYOUT DESIGN a - - TOP OF BEAM MVa _ -_� a .a . I III; SEE ROOF PLAN a _ - I I111-1 c -_ - o a FOR STRUCTURAL -' - I I=111=1 I I=11 ITI P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0h� 0 CONT. BEAD SEALAt INTERIOR °� a -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 as ib I E_ co 6 MIL VAPOR BARRIER 4„ 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE Zz__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 ° a K S3 BEAM SIZE & w 2x4 P.T. CONNECTION INFO r> II 8 III= PLATE = I II O.S.B. I 2x4#2 SYP P.T. FRAMING w/-III _ I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi 4+�- 8" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. LU SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. w Uj Uj SLAB STEP & RECESS S.G.D. rM -,-,--SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 M V-0" FIN. FLR.A IV .•x4cel •, STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 1r.4"y:I2yW_1,11 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. `t' M 00 GRADE_ d C7LU ;III —III ° ° ° • III III III— z = I —_II— —III III —III w 0 Lu u) 1111111111 • .� a. III=III=III ; z a I �=1 =III=III=III—III I I=III-III—_— FOOTING J il'11-1iIIi�Il1111ii 111T I =III -III BEYOND PAD REINFORCEMENT-1, EINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (""N SCALE: N.T.S. �S3_ M O O — O (fl z Q J V) C Q) 4--Jcn w r 'U — O ate., E o `V W F® -- as &M M C CO M T 'O M 0 O N m( rLLco 13C} a o dommommm � <rnn n O Q. A 8 D® N C B D C tee' 0 00 1 .Q,° ` _ 4 UA - +� LLt'0,�\ 0 Ta3E��- �m a 1� S S 10 •�� 111-1111eIt I It i\ LJ 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 ON Z 0 � N CD M > L0 O M Q _0 L^n a. V) C: Q1 L Ln Q \ �� fo '-' z 4 a 0 z E .. Z J to W �t- o Z =o �Q za �^ VJ _J F- � U¢Oo o0� Z W W Ix ��zz 002Z LLJ � Lugo oFWo N Q zo Q U > J X w Z Oo U. = N J W 0 0� 0 � Y� Xoc� W O J 4$ IN O i-L_• vcma Z W o � a 'I- oP-. Z N 2 9 w, w Ln di a W Owz (J.J K o z o Ln Q Z 2 9 F Ln z aQ° Ln z J o N g = ¢W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. S3 (MONO)