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12 <br />INSULATION TYP.) VARIES <br />BAFFLES <br />1/2" HIGH <br />STRENGTH <br />CD GYP. <br />BOARD OR <br />5/8" WALL <br />BOARD W/ <br />DRYWALL SCREWS <br />@ 7" O.C. CEILING <br />& 8" O.C. WALLS <br />R30 MIN. BATT OR <br />BLOWN INSULATION <br />1x2 P.T. HORIZONTAL NAILER / <br />STD. 90° HOOKJ <br />(SEE DETAIL) <br />R4.2 MIN. <br />INSULATION <br />ON EXT.. BLOCK WALLS <br />1 x2 PT WD FURRING <br />--,------ <br />@ 24" 0. C. <br />1/2" GYPSUM <br />WALLBOARD U.N.O. <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH TRUSS (SEE <br />UPLIFT <br />SCHED.) W/ METAL PL. UNDER EA. TRUSS <br />— /ROOF COVERING <br />�( 7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. SN2 <br />ELEV. VARIES <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x4 SUB FASCIA <br />12" U.N.O. 12" ALUMINUM VENTILATED <br />SOFFIT <br />8"x8"X16" KNOCK -OUT BLOCK <br />W/ 1 #5 CONT. FILLED <br />SOLID W/GROUT <br />8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />,zss�I <br />(1) #5 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN FOR LOCATIONS) <br />1 x4 P.T. BASE NAILE <br />AT <br />EACH NS <br />(FILLED COELLPTOYPICAL <br />3 <br />1 /4" BASEBOARD <br />Am <br />6x6 W1.4xW1.4 WWF <br />F <br />STD. 90° HOOK <br />OR FIBERMESH <br />Lr <br />(SEE DETAIL) <br />CONCRETE <br />SLAB WITH BROOM <br />MIN. 2500 PSI <br />FINISH <br />SEE <br />STRUCTURAL NOTES <br />CONC. SLAB <br />17 <br />,. <br />� <br />° <br />Z <br />/ <br />6 MIL VAPOR \\ <br />P/\/ <br />N <br />BARRIER <br />.o- <br />(2) <br />#5 REBAR CONT. <br />3 MIN. <br />CLR./ <br />CLEAN POISONED AND COMP. <br />ON <br />3" CHAIRS TYP. <br />1'-4 <br />SOIL. (COMPACTED TO 95% MODIFIED <br />U.N.O. <br />PROCTOR ASTM D1557) <br />HUID CO"IPLIANT T11PIC,4L WALL SECTION <br />NOTE: <br />SEE SECTION C/S1 <br />FOR ADDITIONAL INFORMATION <br />SIMPSON SP1 CONNECTOR <br />NOT TO 5GALE <br />(1) ROW 2x BLOCKING @ MID HGT. FOR <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />@ 3rd PTS FOR WALL HGT. > 8'-6". <br />1/2"Ox8" ANCHOR BOLT @ 24" O.C. <br />SPACE ANCHOR BOLTS 6" MAX. W/ 2"Ox3/16" PLATE WASHER (TYP.) <br />FROM END OF 2" x PLATE <br />6X6 W1.4XW1.4 WWF <br />OR FIBERMESH <br />3 1/2"- 4" o <br />/\/\\ \ \ D MIN. <br />(2) #5 C0NT. ��\/j�\/�� /�j\ NOTEILTI 1/2"0 KWIK BOLT 11 <br />W/ 6" EMBEDMENT MAY BE <br />» 11-4» 8" USED IN LIEU OF ANCHOR <br />BOLTS. <br />TYFICAL INTERIOR 5E,4RINC-; WALL <br />5G4LE: 3%"=1'-O' <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />6X6 W1.4XW1.4 WWF <br />OR FIBERMESH <br />V <br />MIN. <br />GRADE <br />�(1) #5 CONT. <br />T'*'FICAL THICKENED SLA5 EDGE <br />ELEV. VARIES jM <br />1" x 2" FURRING <br />1" x 6" ROUGH SAWN CEDAR <br />2x <br />U.N.O.4 SPRUCE SUB FASCIA <br />:" 12" ALUMINUM <br />VENTILATED SOFFIT <br />ALTERNATE E,45CIA <br />SCALE: 3/4" =1'-O" <br />CONTINUOUS TO FOOTER BELOW 9O" HOOK DETAIL <br />o KO. BLOCK <br />LOAD BEARING OR <br />EXTERIOR WALL <br />1/2"0 ANCHOR BOLTS <br />@ 24" O.C. W/ NUT & WASHER <br />(1) SIMPSON SP1 TYP.—\ <br />1 x4 P.T. BASE NAILE <br />/- (1) #5 VERT. IN FILL CELLS <br />3/4" BASEBOARD w <br />(SEE FDN. PLAN FOR LOCATION) <br />MIN. 2500 PSI Z v <br />-' 4%4" INSPECTION PORT AT <br />6X6 W1.4XW1.4 WWFB N (n/ EACH FILLED CELL TYPICAL <br />OR FIBERMESH Q <br />1 HEADER BLOCK U.N.O. <br />dI fig - <br />I <br />�/\ \ GRADE Z N <br />6 MIL VAPOR BARRIER <br />CLEAN POISONED AND COMP.//\// NOTES: <br />00 <br />SOIL. (957MODIFIED PROCTOR `� ° \//�\//��% 1. FILL ALL CELLS BELOW GRADE WHEN <br />WHEN STEM WALL IS LESS THAN 40" <br />PER ASTM D1557) 3 <br />MIN. CLR. STD. 90' HOOK ABOVE GRADE. <br />(2) #5 REBAR CONT.-IX1 -4» (SEE DETAIL) 2. FOR STEMWALLS GREATER THAN <br />ON 3 CHAIR 40 HIGH CONSULT ENGINEER. <br />ALTERNATE 5TE1"IWALL FOOTING <br />5C,4LE: 3/4' =1 ' -O" cJ <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />1/2" MIN. PLYWOOD SHEATHING NAILED —� <br />S.P.F. STUDS @ 16" O.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, <br />2x STUD 6' O/C EDGES, AND 12' O/C FIELD. <br />I <br />8" C.M.U. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. I <br />(2) ROWS OF 2x BLOCI, <br />I I 1"x P.T. STUD @ THIRD POINTS <br />#5 VERT. IN FILLED CELL 1/2"0 x s" "J" BOLT ®24" o/c <br />W/ 2"OX 3/16" PLATE WASHER TYPICAL <br />1/2" x 6" "J" BOLT NOTE: <br />LT 1/2"0 KWIK BOLT II <br />@ 24" O.C. VERT. W/ 8" MIN. EMBEDMENT MAY <br />BE USED IN LIEU OF ANCHOR <br />BOLTS. <br />2x P.T. PLATE 6x6 W1.4xW1.4 WWF <br />OR FIBERMESH <br />N p . <br />8"x8"x16" NOMINAL <br />BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />1 II <br />I n <br />L_________�I <br />r----�r------ <br />II Il II <br />n 11 11 <br />___JL____ ___ _�L__=_ _-___-L_==_ _____ <br />_-------- --- �r----- -ter--- <br />FIRST BLOCK TO <br />BE <br />1 u <br />11 <br />I II <br />u u u u <br />u u n n <br />II II II II <br />SET IN MORTAR <br />I it <br />L__ _ —_ <br />r-------- ter- <br />II II II II <br />L __— _____JL _—__--___JL=_ _ _____..1 ____ <br />-ter----------it----- �r---- <br />» n .. <br />8 x4 x16 NOMINAL <br />i ii <br />I u <br />ii ii d- ii <br />u <br />11 u ii <br />3/8" MORTAR BETWEEN <br />BLOCK WITH 3/8" <br />1 11 <br />L—____JL <br />11 11 _ <br />___..AL-----___—JL-------_ <br />-T --- <br />SLAB & BLOCK <br />r-----Fr----- <br />MORTAR BETWEEN If <br />�r=---------ir----------Tr--- <br />COURSES <br />I II <br />1 n <br />II II (' II <br />u u i n <br />1 u <br />u 11 1 11 <br />ELEV. 0'-0"� <br />L ----__JL_--___—_ JL <br />_ <br />_ ____JL__-- <br />_ <br />» <br />ELEV. -0 -5 1 /4 <br />I II <br />---------- - <br />II 11 <br />-----i�--------- <br />e <br />A.F.F. <br />CD <br />A.F.F. <br />4. <br />d .a d <br />° ° <br />a . a. .. <br />a. ' . <br />, ° °' ELEV. -0'-4 1 4" <br />z <br />z <br />2"x6" RIPPED <br />TO ACTUAL 4 1 /4" WIDE. a <br />a <br />A.F.F. <br />o <br />'`' p o <br />`.°OR 2"x4" WITH 3/4" FURRING <br />d' a <br />° a °: <br />o <br />a . ' d: <br />1 I' . .. ° ° .° .. e a <br />v <br />c <br />a' `.GARAGE <br />DEPTH a .' a <br />° ; : a. <br />VARIES d ` n o' d <br />Q <br />a <br />° <br />\\ \\ \ A p � ,t> � FINISH BADE <br />6 MIL VAPOR BARRIER \\ \ <br />CLEAN POISONED AND COMP. • /\/\\ <br />SOIL. (COMPACTED TO 95% MODIFIE <br />GAR,4GE 5L,45 AT STEP B <br />SCALE: 3%"=1'-O' Sj <br />20" MIN. LAP <br />Ilk <br />3 OR #4 REINFORCING BAR <br />—2x STUDS @ 16" O/C #3 4 #4 LAP SPLICE <br />R11 25" MIN. LAP <br />/-7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 05 REINFORCING BAR <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. *5 LAP SPLICE <br />MPSON SP1 @ EA. STUD 36" MIN. LAP <br />2X P.T. PLATE REINFORCING BAR <br />#E, LAP SPLICE <br />PROCTOR ASTM D1557) <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />5GALE: 3/4"=1'-0" <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />TYPICAL C.M.U. BLOCK WALL <br />GALVANIZED METAL STOP SECURED TO WALL <br />TO RUN CONTINUOUS AND LEVEL AT A MINIMUM <br />OF 8" ABOVE GRADE. <br />Z_ <br />EST. GRADE <br />_ ELEVATION 0'-0" °O <br />TOP OF SLAB <br />00 <br />E IN 15H TEXTURE 5RE,4K <br />&GALE: N.T.S. S 1 <br />3/4" RECESS FOR S.G.D. <br />EXPANSION JOINT-\ <br />i <br />#5 CONT. <br />4» " <br />7%'rf=IC4L EXTERIOR F-R,4t' IE WALL FOOTING E <br />SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3%4'=1'-0' '51 <br />P.T. 2x4 1/2" GYP. BD. <br />SOLE PLATE <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD <br />z SEALANT <br />0 �-' <br />BLOCK WALL BEYOND ° ° ¢ -4„ INTERIOR <br />dp <br />d d e OIL <br />^ ° <br />ARIES <br />H.D. RECESS HILTI X-CF NAILS @ 12" O.C. <br />STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH <br />3 1/2" MIN. PLATE TO CONCRETE OR EQUAL <br />CONCRETE SLAB <br />z <br />\ cV — a <br />#5 REINFORCING BAR -' <br />R 1 7/8" <br />05 STD. 90' HOOK <br />RE5,4R DET,4ILS F <br />SCALE: N.T.5. Cj j <br />2X STUDS @ 24" O.C. U.N.O. <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8-O.C. <br />GARAGE <br />19 —SEALANT <br />BEAD <br />U.N.O. SEALANT <br />6X6 W1.4XW1.4 WWF OR FIBERMESH <br />I <br />— — — — — = <br />/%/%/// <br />3" MIN. CLEARANCE 6 MIL 8" 1'-4" 8 <br />VAPOR BARRIER <br />(2) #5 CONT. V-4" <br />ON 3" CHAIRS (TYP.) <br />GAR,4GE DOOR 5L ,45 RECE55 <br />5GALE: N.T.5, <br />SEE A/S1 FOR MORE SLAB INFORMATION <br />6X6 W1.4XW1.4 WWF <br />OR FIBERMESH <br />�a- <br />I <br />o I z d <br />I Ng <br />a. <br />(2) #5 CONT. <br />n 1.— n <br />OPT ION *I <br />(2) #5 STEEL (CONT..) <br />ON CHAIRS <br />INTERIOR UJALL 5LA5 STEP NON —BRCS. <br />SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3%"=1'-0" <br />EXPANSION JOINT FORMED USING <br />1/2" EXPANSION JOINT MATERIAL <br />THICKEN SLAB EDGE BETWEEN 3/4" RECESS FOR S.G.D. <br />DOOR FRAMES AS SHOWN 6X6 W1.4XW1.4 WWF <br />FINISHED CONCRETE LANIA TO OR FIBERMESH <br />RECIEVE BROOM FINISH U.N.O. <br />d- <br />�— —° <br />Q00 <br />6X6 W1.4XW1.4 WWF <br />/\ \ \ <br />OR FIBERMESH (2) #5 CONT. <br />n n r— » n <br />(1) #5 CONT. <br />OPTION #2 <br />5L,45 STEP 4 RECESS e S.C.D. <br />&GALE: 3/4"= I'-O" <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />SEE DETAIL L ON SHEET S1 <br />FOR OUTER EDGE OF LANAI <br />MASONRY WALL ANDS <br />PAD FOOTING <br />8" MASONRY WALL— <br />CONT. FOOTING STEEL- <br />6" MIN. <br />GRAD <br />/ <br />FOOTING DEPTH <br />SEE SCHEDULE <br />PAD REINFORCEMENT <br />(SEE SCHEDULE) <br />Jtt JVhtUULL <br />MASONRY WALL AND <br />PAD FOOTING <br />EXTEND FILL CELLS TO FOUNDATION <br />PAD MAT REINFORCING. <br />3 1/2' MIN. <br />FOOTING BEYOND <br />3" MIN. CLEARANCE <br />PATIO COLUMN PTG_ DET4I <br />5GALE: 3%N.T.5, <br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS <br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE <br />2-16d NAILS @ 24" O.C. FROM TOP PLATE TO <br />BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) <br />S.P.F. DOUBLE TOP PLATE-J \-TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-16d <br />SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END <br />1/2" CDX PLYWOOD OR 7/16" 2"x S.P.F. (OR EQUAL) <br />STUDS @ 16" O.C. U.N.O. <br />O.S.B. SHEATHING REVD. FOR <br />ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR <br />AS INDICATED ON THE PLAN. WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />ATTACH SHEATHING W/ 8d <br />COMMON NAILS @ 4" O.C. @ @ 3rd PTS FOR WALL HGT. > 8'-6". <br />BOUNDARIES, 6" O.C. @ EDGES, 1 g <br />AND @ 12" O.C. @ FIELD <br />SIMPSON SP1 CONNECTOR <br />1 /2"Ox8" ANCHOR BOLT @ 24" O.C. 2x P.T. BOTTOM PLATE <br />W/ 2"Ox3/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF <br />4" MIN. OR FIBERMESH <br />p <br />— —"4 G pD . r. p ' \ j. 3 1/ 2"-4 <br />00 <br />3 1/2'. <br />2»-4"�� MIN. <br />MIN. <br />(2) #5 CONT/4" 1'-4" » <br />U.N.O. MIN. <br />T1'PIC;AL BEARING UJALL a STEP rc 1 <br />NOTE: SCALE: 314"=1'-O"J' <br />SIMPSON HETA20 @ EACH STUD <br />WITH 16-10d X 1-1/2 t, MAY <br />BE USED IN LIEU OF ANCHOR NOTE: <br />BOLTS, PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT 11 <br />EXTENDS UP STUD. W 8" MIN. EMBEDMENT MAY <br />BE USED IN LIEU OF ANCHOR <br />SIMPSON SPVS ARE NOT BOLTS. <br />REQUIRED W/ THIS ALT. <br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS <br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE <br />2-16d NAILS @ 24" O.C. FROM TOP PLATE TO <br />S.P.F. DOUBLE TOP PLATE-' \-TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-16d <br />SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END <br />211x S.P.F. (OR EQUAL) <br />STUDS @ 16" O.C. U.N.O. <br />(1) ROW 2x BLOCKING @ MID HGT. FOR 19 <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />@ 3rd PTS FOR WALL HGT. > 8'-6". <br />1 /2"Ox8" ANCHOR BOLT @ 24" O.C. <br />SIMPSON SP1 CONNECTOR W/ 2"Ox3/16" PLATE WASHER (TYP.) <br />2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF <br />4" MIN. OR FIBERMESH <br />00 <br />D pD' <br />3 1 2"-4"�� a a j /�\ MIN. <br />MIN. <br />(2) #5 CON /» o n n <br />U.N.O. MIN. <br />4LTERNATE T rf=IC,4L 5E,4RING <br />WALL e STEP UJ/O 5�4EAR WALL CC <br />NOTE: SCALE: 3/4"=1'-0"rjj <br />SIMPSON HETA20 @ EACH STUD <br />WITH 16-10d X 1-1/2" MAY <br />BE USED IN LIEU OF ANCHOR NOTE: <br />BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II <br />EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY <br />SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR <br />REQUIRED W THIS ALT. BOLTS. <br />❑ 5AMUEL A. GREENBERG, P.E. 034245 <br />❑ THUY H. HUYNH, P.E. #60122 <br />❑ IRWIN J. BENSON, P.E. '049-155 <br />❑ ALI ABBAS HAKIM, P.E. `I`56-186 <br />TO THE BEST OR THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IT 16 SIGNED AND SEALED. <br />AoCREATED 01-02-02 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br />NSCO <br />ENGINEERING, P.A. <br />PA. SOX 3400 - APOLLO BEACH — FLORIDA — 33512 <br />12 0 MPH PHONE - (813) 645 0166 PAX - (813) 645 S&W <br />4410 OTHESE ACUENT ONTHISSAND PROJJECT.SIGNS ARE THE JOINT ANY REPRODUCTION OR PROPERTY <br />UNAUTHORIZED NUS� IS PROHIBITED. <br />- 2ND THE <br />003 <br />3 SEC. GUST <br />SEAL L,ENNAR HOMES <br />SCALENoTED DRAWN B.Y. <br />TAMPA DIVISION <br />DATE 1/2/02 N: /BLOCKS/STD 2001 <br />SECTIONS, DETAILS, NOTES <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />61 <br />