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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 />0 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' HOOK <br />(SEE DETAIL) <br />R4.2 MIN. <br />INSULATION <br />ON EXT.. BLOCK WALLS <br />1x2 PT WD FURRING <br />0 24" 0. C. <br />1/2" GYPSUM <br />WALLBOARD U.N.O. <br />PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O. <br />HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT <br />SCHED.) W/ METAL PL. UNDER EA. TRUSS <br />r--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 />2" U.N.O. 12" ALUMINUM VENTILATED SOFFIT <br />8"x8"X16" KNOCK —OUT BLOCK <br />W/ 1 #5 CONT. FILLED <br />SOLID W/GROUT <br />3" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />—ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN FOR LOCATIONS) <br />1 x4 P.T. BASE NAILE <br />EACH INSPECTION <br />FILLED TCELL TOYPICAL <br />3 1 /4" BASEBOARD <br />6x6 W1.4xW1.4 WWF <br />OR FIBERMESH <br />CONCRETE SLAB WITH BROOM <br />FINISH SEE STRUCTURAL NOTES <br />1 Z 6 MIL VAPOR \\ D \ <br />BARRIER �/ D j► a - \, <br />O- <br />3 <br />(2) #5 REBAR CONT. MIN. CLR. I <br />ON 3" CHAIRS TYP. 1,_ " <br />U.N.O. <br />STD. 90" HOOK <br />(SEE DETAIL) <br />MIN. 2500 PSI <br />CONC. SLAB <br />= z <br />m <br />= z <br />CLEAN POISONED AND COMP. <br />SOIL. (COMPACTED TO 95% MODIFIED <br />PROCTOR ASTM D1557) <br />HUD COMPLIANT TYPICAL WALL SECTION <br />NOTE: <br />SEE SECTION C/S1 <br />FOR ADDITIONAL INFORMA11ON <br />SIMPSON SP1 CONNECTOR <br />NOT TO SCALE <br />(1) ROW 2x BLOCKING 0 MID HGT. FOR <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />0 3rd PTS FOR WALL HGT. > 8' <br />1/2"Ox8" ANCHOR BOLT 0 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 />N � <br />OR FIBERMESH <br />6 D. <br />\ \\\ NOTE: <br />(2) #5 CONT. \//\// //� / HILTI 1/2"0 KWIK BOLT II <br />W/ 6 EMBEDMENT MAY BE <br />" 19—4" " USED IN LIEU OF ANCHOR <br />BOLTS <br />ELEV. VARIES <br />1" x 2" FURRING <br />1" x 6" ROUGH SAWN CEDAR <br />2x4 SPRUCE SUB FASCIA <br />" U.N.O. 12" ALUMINUM <br />VENTILATED SOFFIT <br />ALTERNATE FASCIA <br />SCALE: 3/4" =1'-0" <br />CONTINUOUS TO FOOTER BELOW 90° }-TOOK DETAIL <br />LOAD BEARING OR <br />EXTERIOR WALL <br />1/2"0 ANCHOR BOLTS <br />0 24" O.C. W/ NUT & WASHER <br />(1) SIMPSON SP1 TYP.---,, <br />1 x4 P.T. BASE NAILE <br />3/4" BASEBOARD /- (1) #5 VERT. IN FILL CELLS <br />(SEE FDN. PLAN FOR LOCATION) <br />MIN. 2500 PSI z 1 H v <br />J 4"x4" INSPECTION PORT AT <br />6X6 W1.4XW1.4 WWFB N EACH FILLED CELL TYPICAL <br />OR FIBERMESH a <br />_ HEADER BLOCK U.N.O. <br />CV 4 b <br />GRADE Z N <br />6 MIL VAPOR BARRIER\ <br />/. a // // // // <br />CLEAN POISONED AND COMP.� _ NOTES: <br />00 <br />SOIL. (95% MODIFIED PROCTOR 1. FILL ALL CELLS BELOW GRADE WHEN <br />PER ASTM D1557) �WHEN STEM WALL IS LESS THAN 40" <br />3 MIN. CLR. STD. 90- HOOK ABOVE GRADE. <br />(2) #5 REBAR CONT.-­X' (SEE DETAIL) 2, FOR STEMWALLS GREATER THAN <br />ON 3" CHAIR - 40" HIGH CONSULT ENGINEER. <br />,ALTERNATE STET" WALL FOOTING ,A,4 <br />SCALE: 3/4' =1' -0" CJ <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />1 /2" MIN. PLYWOOD SHEATHING NAILED <br />2x S.P.F. STUDS 0 16" O.C. W/ 8d COMMON NAILS 0 4" O/C BOUNDARIES, <br />2x STUD 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. <br />8" C.M.U. <br />(2) ROWS OF 2x BLOCN <br />1"x P.T. STUD 0 THIRD POINTS <br />_ <br />#5 VERT. IN FILLED CELL 1/2"0 x 8" 7 BOLT 0 24" O/C <br />W/ 2"0X 3/16" PLATE WASHER TYPICAL <br />/ n n n n <br />NOTE: <br />0 24" O.C. VERT. <br />HILTI 1 /2"0 KWIK BOLT II <br />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 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />I II II II II <br />I u n u u <br />L--------- JI----�L---- --- _�L— __ - J --== ----- <br />r-----ir------ �_-------- ----ir====--- -ir---• <br />1 11 u II 11 11 <br />1 u n u u n <br />I u u u u u <br />I u n n u n <br />8 x4 x16 NOMINAL I I1 1I II II <br />BLOCK WITH 3/8" I II II II <br />L---------JL---JL---------JL-----�— L-- ==z ---------- <br />r----�r----- ter- -ir---------ter--- --� - <br />MORTAR BETWEEN Ii II I <br />COURSES I II II II II II <br />I If n u I It <br />I u n u 1 11 <br />ELEV. —0'-5 1 /4" I----------IL—----�L------0. ° o <br />d. a ° a <br />A.F.F. :° ° d. ELI <br />�, I¢— I­-2"x6" RIPPED TO ACTUAL 4 1 /4" WIDE a <br />re)p o ".°OR 2"x4" WITH 3/4" FURRING 4 c ° ° <br />`.GARAGE DEPTH a a a, = .. A . . <br />a <br />=.I ( VARIES ° <br />.. °T. �z •D D .D - <br />\\ 6 MIL VAPOR BARRIER , <br />CLEAN POISONED AND COMP. D <br />SOIL. (COMPACTED TO 95% MODIFIE AD <br />PROCTOR ASTM D1557) <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SCALE: 3/4"=V-0" <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />ryPICAL EXTERIOR FIR <br />SEE A/S1 FOR MORE SLAB INFORMATION <br />AR GE SLA5 AT STEP 5 <br />SCALE: 3/4"=1'-0" <br />-FIRST BLOCK TO BE <br />SET IN MORTAR <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />ELEV. 0'-0" u <br />20" MIN. LAP <br />Ilk OR #4 REINFORCING BAR <br />2x STUDS 0 16" O/C #3 4 *44 LAP SPLICE <br />--R11 25" MIN. LAP <br />—7/8" STUCCO FINISH PER ASTM C. 926 <br />3 LAYERS W1 TOTAL THICKNESSOVERYMETAL LATH. FIRST 2 LAYERS 3/8'/THICK <br />#5 REINFORCING BAR <br />EACH. 3RD LAYER 1 /s" THICK. 05 LAP VOL I CE <br />;ON SP1 0 EA. STUD 36" MIN. LAP <br />2X P.T. PLATE REINFORCING BAR <br />V6 LAP SPLICE <br />A. F.F. T <br />c' <br />-0'-4 1 4" <br />0 <br />A.F.F. CD <br />0 <br />CV <br />FINISH RADE <br />z_ <br />% 7a Z I � <br />�\� #5 REINFORCING BAR <br />\ R 1 7/8-- <br />FOOT INC <br />SCALE: <br />E <br />81 <br />1 /2" GYP. BD. <br />HOLD GYP. BD. <br />�1 /2" FROM SLAB <br />CONT. BEAD <br />SEALANT <br />Op <br />J <br />BLOCK WALL BEYOND a INTERIOR <br />EXPANSION JOINT ° a -• -4 <br />8\ <br />" H.D. RECESS HILTI X-CF NAILS 0 12" O.C. <br />#5 CONT. STAG ER D�ONC M BOTTOE OR EQUAL 6X6 W1.4XW1.4 WWF OR FIBERMESH <br />3 1/2" MIN. CONCRETE SLAB <br />� /' /\) f -i�i <br />3" MIN. CLEARANCE <br />(2) #5 CONT. 11-40 <br />ON 3" CHAIRS (TYP.) <br />GARAGE DOOR SLA5 RECESS <br />SCALE: N.T.5_ Cj j SCALE: N.T.S. <br />N SEE A/S1 FOR MORE SLAB INFORMATION <br />TYPICAL INTERIOR SEARING WALL G _ <br />o SCALE: 3/4"=1'-0' .�71 <br />4 <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 />EST. GRADE :m <br />_ ELEVATION 0'-0" _ <br />TOP OF SLAB <br />< _ I <br />FINIS�4 TEXTURE 5REAK <br />EXPANSION JOINT FORMED USING <br />SEE SEC A/S1 FOR ADDITIONAL SLAB INFORMATION 1/2" EXPANSION JOINT MATERIAL <br />P.T. 2x4 <br />SOLE PLATE <br />#5 STD. T10" HOOK <br />RE5,4R DETAILS �r- <br />SCALE: N.T.S. S1 <br />2X STUDS 0 24" O.C. U.N.O. <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS 0 8-O.C. <br />GARAGE <br />,—R19 —CONT. BEAD <br />U.N.O. / SEALANT <br />6X6 W1.4XW1.4 WWF OR FIBERMESH <br />1 11 <br />d- <br />o <br />---- <br />a 4 \g <br />6 MIL <br />VAPOR BARRIER­/g" <br />11 <br />(2) #5 STEEL (CONT..) <br />ON CHAIRS <br />-INTERIOR WALL 5LA5 ST; <br />SEE A/S1 FOR MORE SLAB INFORMATION <br />W GE BETWEEN 3/4" RECESS FOR S.G.D. <br />THICKEN SLAB EDGE 3/4" RECESS FOR S.G.D. 6X6 W1.4XW1.4 WWF DOOR FRAMES ED SHOWN 6X6 W1.4XW1.4 WWF <br />OR FIBERMESH OR FIBERMESH <br />o FINISHED CONCRETE LANIA TO <br />6X6 W1.4XW1.4 WWF RECIEVE BROOM FINISH U.N.O. <br />m OR FIBERMESH °. <br />_-'-.-----m°'--�:, GRADE _I �� a a ��\//\/ M -' _ ��ax//i <br />a <br />- ,\\ ,\ <br />00 <br />CONT <br />() #.\ \\ \ 6X6 W1.4XW1.4 WWF <br />25 (2) #5 CONT. <br />OR FIBERMESH <br />" n n n <br />(1) <br />#5 CONT. <br />(1) #5 coNT. <br />4" " <br />OPT ION #1 <br />OPTION #2 <br /># <br />MIN. <br />J • <br />o <br />5LrA5 STEP 4 RECESS a 5.G.D. <br />M <br />SEE DETAIL L ON SHEET S1 <br />A ' <br />TYP I CAL T�4 f CKENED 5LA5 EDGE <br />L <br />SCALE: 3/4"=1'-0° <br />CJ1 FOR OUTER EDGE OF LANAI <br />. <br />ca <br />SCALE: 3/4"=1'-0" <br />S1 <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION <br />:i3't!`F$zi��'.'+-'.�W.:':dts"vHT✓•"P[.'it.`..Ti.'_1.??4'VR: w. .1911fi¢.11!;..RY•.i�a6, <br />c'3.. <br />MASONRY WALL ANDS' <br />PAD FOOTING <br />8" MASONRY WALL_ <br />CONT. FOOTING STEEL <br />-21 <br />6" MIN. GRADE <br />FOOTING DEPTH <br />\//j\\ <br />SEE SCHEDULE <br />PAD REINFORCEMENT <br />(SEE SCHEDULE) <br />8" <br />' NON - SRC. K <br />SCALE:-/4"=V-0' S1 <br />MASONRY WALL AND <br />PAD FOOTING <br />EXTEND FILL CELLS TO FOUNDATION <br />PAD MAT REINFORCING. <br />1 / -3 1 /2" MIN. <br />ATIO COLUMN FTC . DETAI <br />SCALE: 3/4N.T,5. <br />- FOOTING BEYOND <br />3" MIN. CLEARANCE <br />N <br />S1 <br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS <br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE <br />2-16d NAILS 0 24" O.C. FROM TOP PLATE TO <br />BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) <br />S.P.F. DOUBLE TOP PLATE---" \—TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-16d <br />SIMPSON SP2 CONNECTO TOE NAILS 0 EACH END <br />2% S.P.F. OR EQUAL) <br />1/2" CDX PLYWOOD OR 7/16" STUDS 0 16� O.C. U.N.O. <br />O.S.B. SHEATHING REQ'D. FOR <br />ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING 0 MID HGT. FOR <br />AS INDICATED ON THE PLAN. WALL HGT. < 8' —6". (2) ROWS 2x BLOCKING <br />ATTACH SHEATHING W/ 8d 0 3rd PTS FOR WALL HGT. > 8'-6". <br />COMMON NAILS 0 4" O.C. 0 <br />BOUNDARIES, 6" O.C. ®EDGES, 19 <br />AND 0 12" O.C. 0 FIELD <br />SIMPSON SP1 CONNECTOR <br />1 /2"Ox8" ANCHOR BOLT 0 24" O.C. 2x P.T. BOTTOM PLATE <br />W/ 2"00/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF <br />C4" MIN. OR FIBERMESH <br />00 <br />3 1/2*-4" MIN. <br />MIN. \ <br />(2) #5 CON 4n ,-4" " <br />U.N.O. MIN. <br />T*rPIC,4L SEARING WALL w STEP C <br />NOTE: SCALE:3/4"=V-0"jj <br />SIMPSON HETA20 0 EACH STUD <br />WITH 16-10d X 1-1/2- MAY <br />BE USED IN LIEU OF ANCHOR NOTE: <br />BOLTS, PROVIDED HETA20 H�1 TI /2"0 KWIK BOLT II <br />8" MIN. EMBEDMENT MAY <br />EXTENDS UP STUD. W <br />B 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 0 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 CONNECTO TOE NAILS 0 EACH END <br />2% S.P.F. (OR EQUAL) <br />STUDS 0 16" O.C. U.N.O. <br />(1) ROW 2x BLOCKING 0 MID HGT. FOR 19 <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />® 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT 0 24" O.C. <br />SIMPSON SP1 CONNECTOR W/ 2"00/16" PLATE WASHER (TYP.) <br />2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF <br />C4" MIN. OR FIBERMESH <br />AZ <br />/\/3 112':-e <br />3 1/2" 4" a R�MIN. <br />MIN. <br />(2) #5 CON " " n <br />U.N.O. MIN. <br />ALTERNATE TYPICAL- SEARING <br />WALL a STEP UJ/O SHEAR WALL CC <br />NOTE: SCALE: 3/4"=1'-0' <br />SIMPSON HETA20 0 EACH STUD <br />WITH 16-10d X 1-11/2" MAY <br />BE USED IN LIEU 0 ANCHOR NOTE: <br />BOLTS, PROVIDED HETA20 HIL11 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 />❑ SAMUEL A. CzREEN13ERCG, P.E. 034245 <br />❑ T14UY H. HUYNH, P.E. 060122 <br />❑ IRWIN J. $ENSON, P.E. 0*9158 <br />❑ AL 1455AS HAKIM, P.E. 056186 <br />TO THE BEST OF THE ENGINEER'S ICNOWLEDGE 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 16 VALID FOR 12 MONTHS AFTER THE <br />DATE IT 16 645NED AND SEALED, <br />AoCREATED 01-02-02 slc+w AND SEALED FOR THE STRUCTURAL- PORTION OF THIS <br />DRAWING ONLY. <br />Ei�tCzINEERING�, 1—.r�4. <br />PA.15OX 34M - APOLLO BEAC 4 - FLORIDA - 33512 <br />12 0 (V) P H Pt"tONE - (013) 645 0166 FAX - (013) 6�45 56W <br />©AND <br />SIT ONAVANGS AND THISS PRO,ECT�ANY REPRODUCTIONGNS ARE THE TOR UNARTY OF DANSCO UTHORIZED USE IS PROHHIIBIN�G, . - 2003 THE <br />3 SEC. GUST <br />MAt. LENNA4R HOMES <br />8CA4L 4 TW RANI S.v. <br />PATE tamt aMPAa DIVISION N: /BLOCKS/STD 2001 <br />SECTIONS, DETAILS, NOTES <br />all <br />