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- 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS Y FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & cg @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 '� UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT Q D FOR UNDERLAYMENT FOR ROOF PITCH 4.12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - ° _-IF TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8. - - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArioN 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" SN1 FOR ADDITIONAL SLAB S3 ELEV. VARIES INFORMATION. _ 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 EE SOFFIT SCREWS @ 7" O.C. CEILING & $" O.C. WALLS SHEET 8"x8"X16" KNOCK -OUT LOAD BEARING OR EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR 1x2 P.T. HORIZONTAL G/S3 FOR ANCH;OR NAILER 8" C.M.U. TYPICAL BOLT INFO. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. 1x2 PT WD FURRING @ 24" O.C.-I FINISH _ it �_ 00 N 0; °o F 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/6X6 WlAXW1.4 WWF OR (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL co AT GARAGE CONTRACTOR cn '� TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND It„ „ MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY U o NOTE "FOR BEARING WALL W/ UPLIFT ONLY I I=I =1 1=1 I 1=I 1= -I I I -I I I -I I -I I=I -III- - -III- FRAME WALL TO C.M.U. W 5/8"OR 1/2" HIGH STRENGTH \:'wA/ TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ (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) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS - - 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. > 8'-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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24 O.C.) 211 WWF OR FIBERMESH a ° ° ° ° , ° a ° ELEV. -0'-31/2" z 31/2"MIN. 31/2"MIN. 4 ° ° ° ° ° , ° 4 2x4 CONT. ° ° ° ° ° A.F.F. 0 ° " n a ° P31 /2 (min.)- 4 ° ° n, a0 ° - ° �. a0 - GARAGE DEPTH VARIES ° 4 ° a ° 31/2"(min.)- 4" - 71:11T(2) #5 5. 411 11 T I T7T 8" GARAGE SLAB AT STEP KB TYPICAL BEARING WALL C� STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END GEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS 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 WAL[_HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. L 4" U.N.O. MIN. I TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING oS��vPE NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. NIS `NJ�S ROW 2x BLOCKING MID HGT. (2) ROWS OF 2x BLOCKING @ (1) @ 8" C.M.U. THIRD POINTS 2x STUDS 16" 0/C / NOTE: FOR WALL HGT. <_ " -03rd2PTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". AYERSW/TOTL7/8" OVER 1/2 GYP. WB MIN. ( ) @GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METALLATH. FIRST2 LAYERS 3/8" THICK EACH. [�M CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6""J" BOLTS BOLT BO PLATE WASHER TYPICAL LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS @ 24" O.C. VERT. 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ 10 10d NAILS EA. STUD ( ) °� 2x P.T. PLATE -, (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24- MIN. LAP] [ SPACE ANCHOR E SPACED EVENLY FIBERMESH #5 REINFORCING � _ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _ 2x P.T. PLATE ^ WEEP SCREED INSTALLED BAR a o END OF 2" x PLATE _ FWWF OR FIBERMESH . ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR , GRADE �, ° ° ' :° z #3 #4 LAP SPLICE GRADE 40 MIN. Fy= Si40k CL = FINISH GRADE °O g 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] fn a I p - o D 00 6 MIL VAPOR BARRIER >• ° '° U.1 I ° I ©o - - - - _ =III= =1I=1 = =i .' N z #5 REINFORCING BAR R 1 7l8" I - - ° I #5 LAP SPLICE (2) #5 CONT. - - - ��-s I -III -III -III -III -III -II 1=III=III-III=III=III-' � COMP. SOIL. COMPACTED TO -_ • ° ° I ON 3"CHAIRS (TYP.) 8" 1'-4" 8" 36" MIN. LAP [36- MIN. LAP] 95% MODIFIED PROCTOR ASTM I - 10" 11.=III=1 I ICI I I=1 I I_�I I I==III=III�I � �� D1557) ) I, I I„ , I I -III-I I-III-III-III-III-F 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK 1111 ;III„III-1 I I-1 I 1=� i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING )NNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G LO N "FIBERMESH" _ N L ` r, ' h ° L DECO FINISH 4 to 6 BELOW GRADE 00 Z I SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° I 1 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ° _ 'r z r min. 4 " BARRIER i D ' iv ° " GRADE COMP. SOIL, • a ! 00 00 � (COMPACTED TO 95% - - _ ° (1) #5 REBAR w/ OPT. „ MODIFIED PROCTOR -F=FLL _ - S �IVCLOSURE ASTM D1557) g 3" MIN. CLR. - (2) #5 REBAR CONT. 4 ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) = TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 a N 0 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND 2 PAVERS / DRIVEWAY EXPANSION JOINT _ `g CONCRETE SLAB 14" PAVERS O.H.D. RECESS z 3,z • M T7T � • ,y: __� SEE A/S3 OR J/S6 =93" PP - a, FOR REINF. INFO. MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, O.H.D. RECESS M 4.1 N �' : •: . i '� • 4„ °o :. SEE A/S3 OR J/S6WT FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 53 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO ` ° ' SEE PLAN FOR & LAYOUT DESIGN 4 TOP OF BEAM a SEE ROOF PLAN °Q C A d A < A FO T T P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0� . J CONT. BEAD SEALA* INTERIOR ° ° a -31 /2" � 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 ^. m ^ 6 MIL VAPOR BARRIER -w R S RUC URAL 41 BEAM SIZE & a CONNECTION INFO ; _ .. ° i I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" OZ ATTACHED PER NAILING FOR REINF. INFO. cn OPTION #1 EEF NDAT w_ cr § SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > _j SLAB INFORMATION. ::� w SEE FLOOR PLAN FOR w STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M & BASE CONNECTION INFO. SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR COLUMN PORCH SILL w/ 1/4"4" TAPCONS AT 8" MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 9 RAD 4 E co FILLED SOLID (SEE PLAN FOR - __ _ = o _ d ` 6 x 6 W1.4 x W1.4 C-4 SIZE AND REINFORCEMENT) c� ;III=1 ° ° • = =1 I =1' r WWF OR FIBERMESH M Z w o o w I -III -I 1I:-1 I I -III=1=1=III w I_ I-1I Z _ a ° BRICK PAVERS or SLAB PER W cwi� 00 = -1 I =I • • °•hn = z - - 0'-0" FIN. FLR. COMMUNITY SPECS co - ° I I=III-III =III III-= -�- =I I I=_I E III 1=1 I =1 1=1 1=1 I I� 11 111=111=111=III-I I I I 11=1 11=1 11= ' FOOTING 0 II 111 I , II�� II I I,. =111-1 I 1=' BEYOND .I I1111 PAD REINFORCEMENT II I) 3" MIN. CLEARANCE •• y (SEE SCHEDULE) 4" 4" coNc PAD INFO. FOOTING WIDTH ,. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGr12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 0 C9 u, z z� z Q 4-J W 0 LL' Ln Cri yy N W - C tp M O M _ L4C p�Np a0 QA �$o I D. E� U Z W CIS y,•7.^ l � � • fe o r.' To the be,l,; tlh gl er's knOwledQge� I rn=Stiqq an�.. belief, the sfogctplam,and sgeci(iG+;ttbn;con tafiia}d within these d3rwWings complyw I$h the 201i Flor>�a Sullding Code -^�cide1R,1' 6th Edition. Enq�gg�l's \\ signature and sea(,Y•pnlyiArt�Er•ttq�tRl�tgin r(y�1a9 portions of the draM4 beirhfg'EJHjnginepr nature ,f�ges and seal.('' O Z fV0 O413r� M O M Ln Ln z Ln Q � U_ CL M 00 Q .� z W Z uj C:� J 0 �Z Za 1 �8 UJ U G N Ln < 3 Z DC a� Ln z 43. o_ N 0 U Q , 0� N LLg Q Z pro ^ w W J LI LLJI W a LL Z N Q Z Z tu m ob 4Z J = w a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. S3