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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. > 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 & _ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH cn PITCH >4:12 0 ° (2) LAYERS TYPE I OR TYPE II Y° (#15 OR #30) UNDERLAYMENT — I 10,NO FOR ROOF PITCH 4:12 OR LESFOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD °TRUSS @ 24" O.C. U.N.O.12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArlON LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 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 5/8" 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 e „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW / 8"x8"x16"NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 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. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP 013T22 CONNECTOR 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. > V-6". INSULATION PER CHART ON FLOOR PLAN 5/8"x 10" "J" BOLT 24" O.C. W/ Or'SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ Z"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2" x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° ° ° 4 ° ELEV. 4-3 1/2" z ° ° ° 2x4 CONT. ° ° ° ° A.F.F. O ° „ ° _ ° ° 4 °' ° ' I I 1/2 (min.)- 4 ° ' r 1/2"(min.)- 4" ° GARAGE DEPTH VARIES ° ° d ° 31/2"(min. - 4" ° d ° ° , - (2) #5 CONT. 4„ V-411 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP (u) SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" os�G�RE GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING PCs. W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT ��s SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. MAN o� SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS (2) ROWS OF 2x BLOCKING @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" 0/C FOR WALL HGT. < 8'-6". (2) INSULATION PER 1"x P.T. STUD THIRD POINTS SEE SECTION C/S3 FOR ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 5/8— EXPANSION BOLT @24 " O.C. NAILER BOLT INFO. 24" O.C. VERT. OR 3RD LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON �° 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD W/ 7"EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# (6) 1/4"x3 1/4" TAPCONS 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP SPACE ANCHOR ) E 6x6W1.4xW1.4WWFOR [ ] *USP SPT22 TYP. SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r d r 2x P.T. PLATE w , ARCHITECTURAL C� PER MANUF. FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR LU LU 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE , i .e ' o ° • z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a im, (1) #5 VERT. IN FILL MONO OR STEMWALL M FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a1/2" GYPSUM WALLBOARCELLS(SEE FOOTING MONO SHOWN o ° _ w U.N.O. o _ _ _ °O 6 MIL VAPOR BARRIER R ° ° —op #5 REINFORCING BAR R 1 7/8 `� FOUNDATION PLAN FOR CLARITY ° °. — r FOR LOCATIONS) p I=III=1 = I=III= =1 I 1 �„ z - 1x4 P.T. BASE NAILER ° I I _EI I I=I I M I =1 I I= 11= z ° g (2) #5 CONT.__ 4"x4" INSPECTION o° I=1 I I=I I I=I I I=I I I=1 I =I 11 2 #5 LAP SPLICE PORT AT EACH NOTE: ° D • e ON 3" CHAIRS 31/4" BASEBOARD *FOR BEARING WALL g III=III=III—III—III=I II r COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] TYP) 8° r-4° 8° FILLED CELL TYPICAL =III=III=III=III= W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM — 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ —_ 1-07M-0iffli — AT GARAGE CONTRACTOR III=III=I 1=III=III=III=III=III=1 I I=1 1=III=III=III=III=1 I II 1 D1557) I I I I #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn =III -III —I =III=1 I= I= I=III=III—III=III=1 11= 1=III—4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POUR "- I-III-III_-III=III=1=I I1=III=III-I i-1=1 i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ' —"'—' � �—� � �—"'—"'-- CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Ih; 10. IIF=1L SCALE:3/4"=V-0" \ S3 E� 6 x 6 W1.4 x W1.4 ° OP 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z min.) 4" BARRIER ,I C 1 Aoit. A v GRADE COMP. SOIL. ° — — — (COMPACTED TO 95% M M (1) #EI MODIFIED PROCTOR — —`— ENCLOSURE ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 4' ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" SCALE: 3/471'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14' O.H.D. RECESS � z � • ' _ �' TTT - 4" I SEE A/83 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS s , N M M !.• A. ti .:• .. 4„ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� • J CONT. BEAD SEALM INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <4 A 0 E_ M 6 MIL VAPOR -=1 I = i' BARRIER ARIE 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 N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM &LAYOUT DESIGN .. SEE ROOF PLAN � ° �: ° ° < ° FOR STRUCTURAL _ 41 BEAM SIZE & N TU a zz4 P.T. CONNECTION INFO c i _ ° 8 , PLATE .•, 7/16" I I o.s.s. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — 81' COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL > _j SLAB INFORMATION. W N SLAB STEP & RECESS S.G.D. rM SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO, SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. EXTEND FILL CELLS TRIM PER PLAN TO FOUNDATION PAD zt INSULATION PER CHART CONT. FOOTING STEEL N MAT REINFORCING. c ON FLOOR PLAN CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, ° ° M SIZE VARIES PER PLAN O0 = I 1 = _ a = 6x6W1.4xW1 Cn w/ MIN. (2) #5 VERTICALS Tiff, 1 II. I II I Il t �• ° r WWF OR FIBERMESH Cn FILLED SOLID w - 1 =1 Lu = 1= Q BRICK PAVERS or SLAB PER O w p o = -III= • • <• z -- a= 0'-0"FIN. FLR. COMMUNITY SPECS " 11=1 ° =1 11=1 I=1 1=1 I I —_-- " ¢ =1 I MI I-= J =1 — - III I I— II II—�I I-11 —III I I, I 1=I11=I1 I_FOOTING � I I—IIIII I=l1 I I=1 1 11- II;I.III II� 'TI II —I II-1 II=' BEYOND PAD REINFORCEMENT iII . CLEARANCE �•.,. --- SEE SCHEDULE WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" 1 R-F, SME: 3/4— V-0" SCALE: N.T.S. U LO Z M 0 — o Z Z Q J CL Z Cz cn 4-1 w p w O C o o0 �Vi U dM wE — B cmCl) f`6 p CM O o0 U LyY r�T 0Yj:�, 05 O Q rn $G 1, 0 A' B D® N•C a•N C g � � OWN o q y r� 0 6 I � Z ! II• LL W t Z � r,j�t�l6ti` �� ❑ ❑ 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. 1f O O Z cV 0c� �tnMO M aUl)'gypLn IZ Vf • i En Q W — In rL M < V � Q Z M J � W d' �Z w� za 15 '/^ U) J va0� $a�U Q z z " x w LJU 0 0. � Ix J j o � E M _x K7J 0 '0 C 0 U 2 a' Q C) Z o J ri 0 N ZLn Jr-1 W CWC G u z Z V SSS Q co Z~ m Z Z o ^ g � SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO)