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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 tP') VARIES / 5/8" OR 1/2" HIGH --- 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. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-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 & , @ 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 0 (2) LAYERS TYPE I OR TYPE 11 0 (#15 OR #30) UNDERLAYMENT S8" t> 4 FOR ROOF PITCH 4:12 OR LESS.PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/ -I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING 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" SELEV. VARIES FOR ADDITIONAL SLAB �N1 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH VK (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 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" OIL O.C. OR 5/8"x10' WEDGE ANCHOR )2" ° a A.F.F. @ 24" O.C.) e ° ° cl Z MIN. a e a, Q ELEV. 4-3 1/2" �31/2" d ° a e a ° ° ° ° 2x4 CONT. a A.F.F. o LL .. c d g e c CV °O rr r- 0 • ti TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'1 INSULATION PER CHART ON FLOOR PLAN 31MPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 0-7 sr,�ru— � lll-1�■ �r "11=11 GARAGE DEPTH VA�IES All U.N.O. GARAGE.■ AT ■ ■ BEARING■ • ■ ■ SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR "SHEAR WALL" SCALE: 3/4'1 S3 S\�os�GVP ON"0 5 �cil G TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ @ (2)16d TOE NAILS @ EACH END EE 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 WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2' min.)-4" o n"(min...),; 4„ _ I ° I I (2) #5 CONT. 4" '-4' erg" U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0° S3 EXTERIOR WALL a 8 C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS x STUDS @ 16" 0/C �- � NOTE: 8"x8"X16" KNOCK -OUT BLOCK W/ N CONT. 1"1 P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL O FINISH PER C. 926 3 7/8" ADDITIONAL INFORMATION SEE CC/S3 OR N YERS W/ TOTAL OTAL THICKNESS OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)10d NAILS 8"C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL D LAYER 1/8" THICK. [3F K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4.01/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR END OF 2" x PLATEARCHITECTURAL TYP. ASSUMED FINISHED ci ER MANUF, #3 OR #4 REINFORCING BAR w , pr • •�lI1/2"GYPSUM WALLBOARD • • • - I i��=U'�I 1i'--'F11FCELLS(SEE FOOTING MONO SHO�1� , FINISH D r25" MIN. LAP ' [GRADE.1 .1 11�-1�1'r.�•l11-9!�;�1�� �� _ ._-----------------------------..__.__- I ti1• • • - ••- —Il ll— Ilt--11 11'� I .:.:__—A %iii #5 REINFORCING BAR R 17/8" 1 1. - (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 APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH d 4 I —II — L _ c ,�—Ilc IIA11�71I--all, I , . • 1 �� -- 4"x4" INSPECTION NOTE: ° D� % I, — — — — — — M e — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH g III=1=III=III=1 I=1 11= N *FOR BEARING WALL =i 1=I I I=ITI-►TI-ITI-I I_ COMP. SOIL. (COMPACTED TO P (TYP.) 8" 1'-4" 8" � FILLED CELL TYPICAL ONLY _ _ _ _ _ _ _ _ _ _ __ — — _—i' 95%MODIFIED PROCTOR ASTM — — —aw., 10"W/UPLIFT N 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER _MIN. III=III=I I=III=III=III=1 =) =1 I I=1I=III=I 1=III= I I=1 I =1 I I -I I I. 1 Ili 1 11 III 11 III1=I I=I 1=1 1-1 II II II II IF D1557) I I I I r 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. ; II I II it II II I II I —1 I I —I I_I —III_— , #6 LAP SPLICE TYPICAL INTERIOR BEARING ,o CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0 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 DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE "_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 a_ , " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 „_ , „ SCALE: 3/4 -1-0 S3 c SLAB INFORMATION. SLAB INFORMATION. M ° L I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES00 6 x 6 W1.4 x W1.4 , ' � 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3j SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR ► z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co g ► BARRIER i 1 p N a a - GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° J COMP. SOIL. • a oo — TOP OF BEAM &LAYOUT DESIGN a .. N (COMPACTED TO 95% -° (1) #5 REBAR w/ OPT. SEE ROOF PLAN a �_' A. . .' . c a ' a N MODIFIED PROCTOR _ -S �FNCLOSURE FOR STRUCTURAL E = _ 4. i ASTM D1557 ) _ BEAM SIZE & r c , 3 MIN. CLR. " (2) #5 REBAR CONT. I I 4" ' 'r PLATE CONNECTION INFO r> d' - • � ON 3" CHAIRS TYP. L4- 1'-4" STD. 90 NOOK (SEE MIN. 7/16" I I U.N.O. DETAIL) °s.e. I 2x4 #2 SYP P.T. FRAMING w/ i MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8- = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. � v SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 w � SCHEDULE OPTION #1 1/2" GYP. BD. a > SEE TYP. WALL SECTION FOR ADDITIONAL a P.T. 2x > SLAB INFORMATION. HOLD GYP. BD. �_ w SEE FLOOR PLAN FOR 1/2" FROM Uj STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D.,,_ o �p -0 NT. BEAD SEALANT & BASE CONNECTION INFO. OPT: DEPRESS SLAB 5 Y " ,rM SCALE. 3/4 -1-0S3 ~ DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR 2X STUDS @ 24 O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE = PAVERS /DRIVEWAY EXPANSION JOINT ° ` ° .31/2" � COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND o CONCRETE SLAB 14 O.H.D. RECESS 13' � O.H.D. RECESS E <° GARAGE ATTACHMENTS & 18/D1 PAD FOOTING y PAVERS z -c 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL M CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS E EMBEDMENT @ 12" O.C. _ TO FOUNDATION PAD 4 c :. , ::. ' " • • " ' a•; :.. • " �'J STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' • ' M ' ' ` "' �. ' • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M •t ,';. _ •` •. y •' (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT = w/ MIN. (2j #5 VERTICALS o� Z GRAD a `i '.' . :.: 4" ;Q I •' .• oo TENSION 120#) CONCRETE SLAB E _ M FILLED SOLID (SEE PLAN FOR - _ _ = a _ 11, = 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) U c3 - _ ° a• =1 I I=1 I= =1 '.:• •, WWF OR FIBERMESH T Z � Lu—III—I =III=III=III—I I w I I I I I I. III=III_ cl-t N BRICK PAVERS or SLAB PER p o v I a z SEE A/s3 OR J/S6 = SEE ws3 OR J/ss �, a a M 6 MIL VAPOR - i'r — �� = I I=1 I=1 — I I 1=1 I 1=1 I = = - _ l 1L �'i 0'-0" FIN. FLR. COMMUNITY SPECS ° 4— M =1 =1 I=1 1=1 11=1 I I I I =1 11=1 I I—= W III III=III—III=III= I I I (=I I =I I I—' FOOTING V 0o FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER —III—I =1I1=1I —I I —I I1=1 1=1I I- 1=1 1=1 1=1 I1=1I =11I I1I— BEYOND 4 ,- N a " 1 (1 STOR ) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) V (1 ST RY) _Ill 1 1 1 1 1 li i l l I I'- :: s ..• : • :. I I—III—� �— PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) M 1' " (2 STOR) V-8" (2 ST RY) „ 4 411 SEE FOUNDATION • • C°NC.PAD INFO. FOOTING WIDTH ' •• ' •' ' ' '•• It SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED ....:..... COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 � y' V-W SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. U' zo z�z a t� z a-1U O � e U dM LU ■ ®� I - M Ui 9 U- co r` ¢ � �a�o B D. " c� vv Z` rg c. I_•• ' 4•� L., CLi �k d To the best oft F•gglnaEr'� knowledge, infQrW$ n, belief, the structufa�,plpns Cf�pe aaeq iZdntai within these drawin&j ply with'thi✓Y017 FloriA .`` Building Code - Resident6th+6ditjq°'t 'Er�irf�eer's" signature and seal is only for t6llssttrr�dtturel YngineerIng portions of the drawing pages bearing Engineer's signature and seal. 1f O Z N O � N C) I> Ln M Q 'gyp Ln a cn •,_ � a U- cn IY V a 00 E00 z WJ C) W — za f< (n J rzda UZoo U U, aU LLj � o W 0 R H J U �Z Q }o Z C 06 v, 3 O 1� 0 U = Q z � �a L� O� I:u-V�0-Vo o 0 J N 0 Uw 0E 0 �ae� <o Q� Z Z J Ln I.I..I Q Li G Z$ 2 V uj N O� Z _°, m Orn o �• SCALE . AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S3 (MONO)