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NOTE: EXTEND SHEATHING TO BOTTOM B.U.C. OF BEAM OR GIRDER SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO STUD 2 04 PANEL BLOCKING 4 48" O/C 2ND FLOOR FRAMING - SEE FOR THE FIRST 8'-0" OF END WALL DECKING SECTION J/S4 & 7-10d x 1 1/2" TO BAND JOIST t EA. STU 12 PRE ENGINEERED WOOD TRUSS ®24" O.C. MAX. FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS PROVIDE A MIN. OF 1 3-16d SIMPSON LSTA24 STRAP W/ 7-1Od x 1 1/2' MAILS TO STUD HURRICANE ANCHOR � EACH TRUSS BOX NAILS 0 1 1/2- O.C. dt 7-1Od x 1 1/2' TO BAND JOIST EA. 5TU 2nd FLOOR WALL BAND JOIST 2"x BOT. PLATE ROOF COVERING W 2} i0d 6" O.G 15 LB ROOFING FELT UNDER 90 LB FELT HOT SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO (MAX) ABOVE FLOOR SYSTEM / ! - STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STUD FLOOR SYSTEM 2nd FLOOR WALL MOP (TILE} 15 LB ROOFING FELT (SHINGLES) R19 INSUL MIN. ----FLOOR JOISTS - SEE FRAMING PLAN 1/2" CDX PLYWOOD OR 7/16" O.S.B. SIMPSON HETA20 ® 24" O.C. W/ 10-10d W)(T; • X 1 1/2" NAILS INTO BLOCKING JOIST & „ (2j Ind t� 6" O.C. 4" EMBEDMENT IN CONC. PROVIDE CONTINUOUS BEAM/GIRDER 4 "F 2"x4 CROSS BRACE 48 O C FOR BLOCKING FROM B.U.C. i SIMPSON MSTC40 1/a" HIGH STRENGTH OR i/z' GYP WB--�"'DRIP EDGE THE 1ST a'-o" of END WALL Wf (2) To MAsoNRY BELOW I SIMPSON A35 A 24 O.C. 5/8" GYP WB W/ 1 3/8' " 10dx3 0 EA. END INTO 2x4 BLOCKING DRYWALL NAILS OR DOUBLE x S.P.F. TOP PL 2ATE ASCIA BOARD 1st FLOOR WALL -- ---� DRYWALL SCREWS 7" 0/C SIMPSON SP2 0 EA. STU OOR TRUSS/JOIST NOTE EXTEND SHEATHING TO BOTTOM CEILING & 8" 0/C WALLS R11 INSUL. MIN PROVIDE A MIN. OF ' SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO OF BAND JOIST (1) ROW OF 2x BLOCKING 0 MID HGi 1/2" MIN. PLYWOOD SHEATHING NAILED 2ND FLOOR FRAi, E CONNECTION. 7 1/4"x 1 3/4' TAPCONS Y FOR WALL HGT. S 8'-6". (2) ROWS OF 2x 6, O.C. dCOMMON NAILS O C.O FIELD. 3/ !� 3" O.C. {MAX) ®MASONRY WALL I 'I0 & I--1 x '1 1/2" TO BAND JOIST 0 EA. STUD BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6"■ _ - ° PARALLEL TO MASONRY WALL SCALE. 4 - i � �.�. MASONRY WALL 16' O.C. 2X S.P.F. STUD APPLY7/8" STUCCO FINISH PER ASTM C. 926 SI�'`�F ON M5Tc 4O 21\I FIRS2 1 LAYERS 8"T HICK E�i4C�NNE3�RD7tA8YER OVER METAL THICK. LATH. CONNECTION IDETAIL � FLOOR �I�Ar�� CONNECTION � 2ND FLOOR FRAME CONNECTION -t� wI tom! 3/4" PLYWOOD DECKING GLUED SIMPSON LSTA24 STRAP W/ 7-IN x 1 1/2" NAILS TO (ALT. TO H € Ti& CONNECTION) $GALE: N.T.S. WOOD ) ST SCALE: 1�1.T S. AND NAILED W/ 8d COMMON 0 2"x BOT. PI..ATE STUD & 7-10d x 1 1 /2" TO BAND JOIST 0 EA. STUD SCALE.°=1' 5 6" O/C EDGES AND 12" O.C. FIELD W/ (2) 10d � 6" O.C. REFER TO DETAIL (SEE PLAN FOR SIZE) J/54 FOR ADDITIONAL INFO REFER TO DETAIL J/S4 FOR ADDITIONAL INFO 2x BAND JOIST NOTE: SIMPSON HTT16 CONNECTOR SEE DETAIL J/S4 FOR WOOD 'I' JOIST, PRE-ENGINEERED O FLOOR TRUSSES OR CONVENTIONALLY LAP SHEATHING TO BOTTOM OF (SEE PLAN FOR SIZE) WALL STRAPPING V. 2x STUDS 0 16" O.C. FRAMED FI_ooR SYSTEM S 4 ETAL SEAT PLATE BAND JOIST TYPICAL 2"x BOT. PLATE SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TOFLOOR SYSTEM W/ (2) 10d g s' O.C. STUB & 7-10d x 1 1/2" TO BAND JOIST 0 FA S.P.F. (16' O.C.) .. " " 1/2" GYP wB SIMPSON HETA20 0 24" O.C. W/ 10-10d ALLXBBLOCKING E p UIPGCUNDER u NS ' B d' . 9 � cP E STUDS 2 x BOT. PLATE _2"x BLOCKING BETWEEN JOISTS 1/2 HIGH STRENGTH OR �'~ - X 1 1/2- NAILS IN BAND JOIST & MIN. 4 W/ (2) 10d ®6" O.C. _'SiMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO W/ (4) t6d INTO BAND JST. 5/8" GYP WB W/ 1 3/8" R4.2 MIN. EMBEDMENT IN CONG STUD & 7-10d x 1 1/2' TO BAND JOIST 0 EA. STUD COMPOSITE "I" JOIST {}R CONV. FRAMING DRYWALL NAILS OR INSUL ON EXT. ETAL SEAT PLATE BLOCK WALLS DRYWALL SCREWS 7" 0 C 8"x8"X16" CONC. KNOCKOUT BLK. 5/8"0 ANCHOR BOLT THRU FLOOR k SYSTEM INTO BELOW L L _: (1 SIMPSON STHD14RJ / W/1#�5 ROD CONT. FILLED SOLID W/GROUT VMIN-ND BEAM TO CRIPPLE SINK STUDS Wj 2X6 RIBBONS, EACH W/ 4-16d ---- CEILING & 8" O/C WALLS STD. 90' HOOK 00 AILS INTO EA. FLOOR TRUSS — - -- (SEE DETAIL) o SIMPSON HETA20 ® 24" U.C. W/ 10-10d X 1 1/2' NAILS IN BAND JOIST & MIN. 4" ARCHITECTURAL o„EMBEDMENTIN CONC, ®p PROVIDE SOLID BLOCKING FINISH CI as BETWEEN FLOOR SYSTEM. -'—SIMPSON HETA20 24 O.C. W/ 10-1 Od 1 x Vt� FURRING (1 } SIMPSON HETA20 24" O.C. D FLOOR DECK X 1 1/2" NAILS INTO BLOCKING JOIST &MIN. 4" " +� „ 16" O.C. W/ 1U--1I�d X 1 1/2" NAILS EMBEDMENT IN CONC. $ x$ X16 CONC. KNOCKOUT BLK. (1) #5 VERT. IN FILL CELLS INTO BAND BEAM AND 4" MIN. PRE-ENGINEERED FL TRUSSES *I W/1#5 ROD CONT. FILLED SOLID W/GROUT BASEBOARD EMBED INTO CONCRETE FLOOR JOIST STD. 90' HOOK {SEE FOUNDATION PLAN &NOTES) (SEE DETAIL) NOTE MIN. 2500 PSI CONSLAB FIRST FLOOR BLOCK WALL 0 IF FLOOR JOISTS INTERFERE WITH THE PATH C " " OF LSTA24 STRAP, BUILD OUT THE STUD WI 4 x4 INSPECTION PORT AT 2x4x24' ATTACHW/ (6) 16d NAILS UNTIL 6x6 W1.4xW1.4 WWF EACH FILL CELL TYPICAL - ul E STRAP CAN CONTINUE UNIMPEDED TU BLOCKING OR FIBERMESH 5lMf=50N HTTI& CONNECTOR BLOCKING `k< * f tEE T '�I � DOi�' S'C'�.�' _ STRAP FOR LTEfRN,4TE I=LOOF, CONNEc i lON BELOW. \ ALTERNATE FLOOR CONNECTION ION SCALE-_ _ ® MASONRY 1ST PLR. SCALE: 3%' = I'-P�'�J' cl}, 3 - A iriNISN R4DE - �� - cj ��. 0 MASONRY 1 ST FLR. SCALE: % — i —0� \ \/\/\ A\ z(1 cIJNT. ca ' WALL AL BLOCK . NOT "�\�� E: 1/2 MIN. PLYWOOD SHEATHING NAILED LAP SHEATHING TO BOTTOM OF 2x STUDS @ 16' O.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 3 5 REBAR '/��\/�/�/�� STD. 90' HOOK BAND JOIST TYPICAL 6 O/C EDGES, AND 12' O/C FIELD. ON 3„ CHAIR g (SEE DETAIL) (2) 2x TOP PLATES CAPACITY TRUS ALTERNATE L/ 4 DETAIL L STUD & -10d STRAP W/ 7-10d x 1 1/2' NAILS TO W 3 MIN. CLEARANCE 4 1 -g - SHINGLE ROOF- TRUSS SPAN 30' MAX UPLIFT = 3575# (SPF} ` . (2} Rows of 2x BLOCKING / ADD 1 2x4 STUD 0 EA. TRUSS BRG. STUD & 7-10d x 1 1/2" TO BAND JOIST g F.A. S1U0 ®THIRD POINTS "AND UPLIFT = 416f} GYP 1/2"� x 8' "J' BOLT � 24' 0/C � }54 � � ) W/ 2) PLATE W/ 2"OX 3/16' PLATE WASHER TYPICAL 2X STUDS 0 16' O/C FOR 30' < TRUSS SPAN < 40' JOIST W/ (2) 10d 6" O.C. 2}-(2x6 BLOCKING BETWEEN TRUSSES NOTE: (2) 2x4 STUDS FOR 40' < TRUSS SPAN < 47' STRAP W/ (4) 16d INTO RIBBON HILTf 1/2"0 KWlK BOLT IIalkluld W/ 8" MIN. EMBEDMENT MAY 7/8" 3 LAY FINISH PER THICKNESS NC. 926 2 y,' ( j�j PRE-ENGINEERED WOOD TRUSS BE USED IN LIEU OF ANCHOR APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 2 '"T0 I Wi-.Lc ®� `� J - TILE ROOF- TRUSS SPAN 25' MAX (2)-2X6 RIBBONS, EACH W/ 4-16d BOLTS. OVER METAL LATH. FIRST 2 LAYERS 3j8" THICK ADD (1) 2x4 STUD 0 EA. TRUSS BRG. ® 24"O/C MAX. NAILS INTO EA, FLOOR TRUSS EACH. 3RD LAYER 1/8' THICK. FOR 2' < TRUSS SPAN < 32' DETAIL 6x6 W1.4xW1.4 WWF O SIMPSON SP1 EA. STUD SCALE: i /2 -1 -0 (2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' I . _ t ° .54 HURRICANE ANCHOR PER OR FIBERMESH UPLIFT SCHEDULE 2X P.T, PLATE SIMPSON HETA20 0 24' O.C. W/ 10-10d X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" _ z NIXED I�. .I EMBEDMENT IN CONC. GRADE TRUSSES NOTE: 6 MIL VAPOR BARRIER I (1) SIMPSON LSTA12 0 24" O/C STAGGERED (TYP.) DBL. S.P.F. TOP PLATE IF FLOOR JOISTS INTERFERE WITH THE PATH /\�/ o , \� OF LSTA24 STRAP, BUILD OUT THE STUD W/ CLEAN POISONED AND COMP. FORD RE4UIR CONNECTION 2x4x24" ATTACHED W/ (6) 16d NAILS UNTIL > �_ FLOOR LAN NOTES SIMPSON'-2 1/2" MIN. PLYWOOD SHEATHING MAILED BELOW. PER ASTM D1557) STRAP CAN CONTINUE UNIMPEDED TO BLOCKING SOIL {95% o N 2-ROWS 16d NAILS STAGGERED ® PACER BLOCKS SPACER BLOCKS W/Sd COMMON NAILS 0 557} PROCTOR B. .. D, : 16" O/C EACH FACE OR 3-ROWS 4" 0/C BOUNDARIES, 6" 0/G -}- 16d NAILS STAGGERED @ 16" O/C AL TE3 NA i FLOOR CONNECTION STD. 90' HOOK „ 1 (3) #5 CONT. 16d NAILS FOR 2"x10" OR GREATER HEADER EDGES, & 12" O/C FIELD. PROVIDE 2x4 G NOTE: 20 16" O/C TYP. 2x S.P.F. STUDS 0 16" 0/C BLOCKING ® ALL PLYWOOD SEAMS. SEE WALL SECTION EACH PLY �� K/S4 FOR ADDITIONAL 7/8" STUCCO FINISH PER ASTMC. 926 @ MASONRY 1ST FLR. SCALE: 3141=v_0■ APPLY 3 LAYERS W/ TOTAL THICKNESS 7j8' OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK INFORMATION ALTERNATE FOOTING C� " EACH. 3RD LAYER 1/8 THICK. OUBLE HEADER W/ 1/2" SIMPSON SP-1 2 ROWS 1/2" DIA. ANCHOR 0 WOOD 1ST FLR. SCALE: 3/4'=1'-0' FLITCH PLATE BOLTS STAGGERED 0 24" O/C NOTE: FILL ALL CELLS BELOW GRADE WHEN 2x CRIPPLE STUD S 2"x8p P.T. PLATE REQUIRED FASTENED TO (SEE PLAN FOR #ML 8"x8"x16' K.O. BLOCK IN/ (1) IS GREATER THAN 24" BUT LESS THAN OF CRIPPLE STUD HEADER W/ (2) 16d 0 16- O/C CONT. ALL SOLID WITH GROUT NOTE: 40' ABOVE GRADE SEE TYPICAL WALL SECTION C/S1 SEE SHEATHING SPECS ON FLOOR UNLESS NOTED OTHERWISE NOTE: FOR ADDITIONAL INFORMATION 2x4 STUDS TYP. n T u CORNER SEE TYPICAL WALL SECTION 8"CONC. BLK. J/S4 FOR ADDITIONAL T�'PIC,4 TAIL GOIr?NI� 1r7TAl�S N (1} ROW OF 2x BLOCKING � MID HGT. u Is INFORMATION TYPE "S" MORTAR FOR WALL HGT. S $'-6". {2) ROWS OF 2x "'SCALE= ASONRY WALL DESIGN AS CANTILEVER BLOCKING 0 3rd PTS FOR WALL 140T. > 8'-6 ( ) 64 (1) #S VERT. IN FILL, CELLS (SEE FOUNDATION PLAN & NOTES) 1/2"0 x 8" 'J" BOLT 0 24" O.C. ALL. 2 —5T0R"r WALL 5ECT ION W/ 2"Ox 3/16" PLATE WASHER TYPICAL 00 P.T. BOT. PLATE 3/ ■ _ z 4"x4" INSPECTION PORT AT SIMPSON SP1 ®EA. STUD Opp O,Q SCALE: -1-� . , CONC SLAB EACH FILL CELL TYPICAL N�NG FLOOR TRUSS/BEAM REFER TO J/Sh FOR ADDITIONAL INFORMATION 6x6 W1.4xW1.4 WWF 2 x STUDS 16" O.C. OR FIBERMESH < 2X P.T. PLATE 6x6 W1.4xW1.4 WWF rl OR FIBERMESH � _ _ ❑ S�4MUEL A. CREIN$EI, PE. 034245 REVISED 08-15-03 CIri'® PaAa GRADE d n. � p - - —D L._i THU'r- 14. HU'11NH, P.E. 060122 AoCREATED 01--02-02 P.O. MOx 34" - APOLLO SEAC44 - f--L0A - 3 612 6 MIL VAPOR BARRIER \\�\\�\/\ \�\ :- -C,4 -Q �\ SEE PLAN FOR REQUIRED CONNECTOR {-� ( * E - (8i�) 0166 FAX - ( ) I • . • ' �� L J 1II\i J. '3 $01+1, i;'. �3�f�s8 120 MPH ES 45,10 C T DRAWINGS AND IDS ARE THE ANT PROPERTY OF nANSc� EMNc, p.A. AND THE@ - fJ ON INIS PROJECT. ANY ROWUCM OR UNAUDIORU D USE IS PRMUT». - 2m3 CLEAN POISONED AND COMP. _ \\\ \ \ /\ /\ ❑ ALI A55AS HAKIM, F.E. 456186 3 SEC. GUST 1cluZ SOIL. (95% MODIFIED PROCTOR N �\ ��\ �� (3) #5 CONT. ON 3" CHAIR TO THE BEST OF T-iE M4GINIMR S KNOWLMXE AND 5ELIEF, THE PER ASTM D1557) r LOAD 5EA� ING/EXTERIOR RAT` E s� PLAI�Is AND S1�cFLCATroNs COMPLY tUITI-I THE SE,4i. � ENNAR 0M S STD. 90' HOOK (3) ;I5 CONT. ON 3" CHAIR 8" 1'_$" $„ w/ 3- MIN. CIFARANCE,��...--�,�' ITAII (SEE DETAIL} 20" W/ 3" MIN. CLEARANCE �"� FLORIDA f3UlLDIN3 CODE, SECTION 19,06 FOR 120 MP14 3 SECOND �� .v. GUST, EkPOs S3 WIND ZONE (2001 EDITION). tAt"i+�i4 .i�llid�il �+t 4LTERNATE FOOTING INTERIOR 2—&TOi,� FRAME 6ECTION. H SCALE: NT.S. 5� n4is DRAt1INCs AND DESIGN IS VAi_.ID i=OR 12 MoI�iTws AFTER THE 0ATE t/21f�2 N:/BLOCKS/STD 2001 DATE IT IS SIGNED AND SEALED. SCALE: i'-0' 54 SIGNED AND SEALED FOR T14E STRUCTURAL. PORTION OF TwlS i't"fi"'�C,1-�11.. 2 —STORY SECTIONSDETAILS SCALE. 3�4"=V-0' 4 D61NEINCs ONLY., -__F I _.T_.., rr - mr.-Ii-F -F.Ir.JT 1! ,-.11 _-AUITEF1 :-; I -I I'T�.li kT__ P.I I I I- - - r� T l r -- - �- -- - -_Ffl If