Loading...
10-451-0116" WD. PT. WALL W/ VERTICAL STUDS A i(g,' O.C. (MAX SPACING) ,AND 4' BLOCKING EXISTING SLAB/AND FOUNDATION/SHALL / I I I ' T REMAIN U.N.O. E B FOUNDATION PLAN HICKENED DGEW /1"5 AR CONT, 1 4 "= 1 ' -011 LL a. 00 S -I . H Z` 0 U �p u: LL t0 00 11' -10" A.F.F. (CON TOP OF T.B. r POURED CONC. TIE BEAM W/ 12' Fc/ RAKED BEAM ABOVE Pcz SYMBOL LL: U_ �O CL DESC�ZPTION I I I I 'C4 "fA U =72'200 6' . , - -- r TRANSVERSE BARS Q 24" O /C, RECESS SLAB 1 -1/2" FCR ,LICK WALL FA s TRUSSES fl 24" O,G. SEE 2XIO WD. P.T. LEDGER TO BE I SHOP DWG'S Bl 1TRU55 �r RE0'D)<EE NOTE ON nit r — —`R VERT. IN EACH BOLTS STAGGEERED Q 16' C.C. MANUF. SHOP DJJ�s'S SHALL A MAX U �122m SPACING INTO CONS. FILLED SUPERSEDE H15 DWG `-4" LONG, SLAB 3000 111 W/ - ' GELLS W/ (o' EMBEDMENT. 1 1 SLABS (INTERIOR) 3/4' ` GONG. FILLED CELL Q 32' 1 aj + ro X 6 10/10 W.WF, OVER 8 STRAPS SHALL BE INSTALL ; ; ACCORDING TO MANUF. SPECS.; - CENTERLINES OF COLUMNS UNLESS OTHERWISE • O.C. (TYP. A UN.OJ i - I MIL THICK (MINII"IUM) VAPOR 4. ZEE de w I I , I • • I BARRIER ON TOP OF WELL © 4. CLEAN LE N OUT OPENINGS SHALL BE PROVIDED AT - F3 I ' • REINFORCEMENT AND ANY OVERHANGING MORTAR COMPACTED, TERMITE OF OBSTRUCTION SHALL BE REMOVED FROM THE WALL MANUF. (T, ,r PICAL UN.O.) INSTALLED INTO LOO,._R �• • II II�M4,NUF. STOP DWG'S 5HALL - �'r rrr SUPERe�QE THIS DWG I"1ANUFAGTURERIS SPECS. r'r O O 111 TREATED, GLEAN SAND FILL. COMPLIED WITH LAYOUT 4 SPACING OF FILLED I I I III I III I I I I I I I CELLS AND COLUMNS AS PER ENGINEERINCx NEW F.F, SHALL BE >q SAME JOIST SINKS TO COMPLY WITH TABLE 46-R2 OF FBG 2001. " • I (SOIL TO BE COMPACTED 6. WATER SERVICE SHALL COMPLY WITH F.B.G. PRE -FAB RAOF F2 ELEVATION AS EXISTING F.F. • TO 2000 P.5.F.) w I I I I III a o (22) •, • I �( a 111 I I rrr I I -Ar r wr r UN.O.) «MANUF. FINISHED FLOOR FL10(o55 0 I 01) � SHALL 5UE SEE THIS DWG I I� 0'-0" (113' NGVD) '. . R1 lip 1 0 • • I .• w z '. ' ' z PLATE TIE 12400 w 101)X1 -1/2 PG "173 F3 -A Q al p IIT OD O Z •� ca � r r ` D r r r (13) a1) • QL ,a Q I I r ' ° - -° (L _j 0- T� "i LONG TRANSFER RE INF, I rr it I • r I I rr II FOR ALL STRAPS) f , I • NOTIFIED OF ANY ^uoNr FA PRIOR Tin ^nN�Tri Ir Trn�l I ) MAX U = 20 ITH STANDARD ACI HOOK UP 13 I •� Q12' REQUIRED (TYPICAL) 98.92" a 2 , `1 I • , I !: �` PGL I r -q 12Y4"_ r r r r w • � J w SPIRAL. STAIR C O F1 _ I/2 RECESS A SLAB I •i BASE SHALL BE VERIFIED FOR " "!' - PERIMETER (TYP) I� . REQUIRED ANCHORAGE SPECS • °L — a�f219R�E7 -FF� 4G�4FLS�N �EIPIEx — ' -- —,— — � — — .-.,. --i ' POURED, , w Is EXISTING SLAB/AND FOUNDATION/SHALL / I I I ' T REMAIN U.N.O. E B FOUNDATION PLAN HICKENED DGEW /1"5 AR CONT, 1 4 "= 1 ' -011 LL a. 00 S -I . H Z` 0 U �p u: LL t0 00 11' -10" A.F.F. (CON TOP OF T.B. r POURED CONC. TIE BEAM W/ 12' Fc/ RAKED BEAM ABOVE Pcz ;F_ V- 1WA,F.F. (G IWJ TOP OFT. B. (2r -A FGL r -� 11' -10" -21' -0" A.F.F. '4 11' -10" -21' -0" A.F.F, RAKED T M — — — — — — ro — — — ELQ � FY . FIEL MAX U = 4O" LL� SYMBOL LL: U_ �O CL DESC�ZPTION I I I I 'C4 "fA U =72'200 6' . , - -- r TRANSVERSE BARS Q 24" O /C, RECESS SLAB 1 -1/2" FCR ,LICK WALL FA s TRUSSES fl 24" O,G. SEE 2XIO WD. P.T. LEDGER TO BE I SHOP DWG'S Bl 1TRU55 �r RE0'D)<EE NOTE ON FASTENED WITH 3/4' ANCHOR 1 lO MANUF. (TYPIGAjL UN -O.) r THIS PACE, BOLTS STAGGEERED Q 16' C.C. MANUF. SHOP DJJ�s'S SHALL A MAX U �122m SPACING INTO CONS. FILLED SUPERSEDE H15 DWG r' - ' GELLS W/ (o' EMBEDMENT. 1 1 SLABS (INTERIOR) 3/4' ` • C TRUSS HANGER5 /TIE -DOWN aj II STRAPS SHALL BE INSTALL ; ; ACCORDING TO MANUF. SPECS.; - CENTERLINES OF COLUMNS UNLESS OTHERWISE • w - I �O - 4. 4' WD. WALL ABOVE 1 1 de w I I , I • 2125" III 4. CLEAN LE N OUT OPENINGS SHALL BE PROVIDED AT • iii ITT 'rr rrr 16' DEEP iPRE -FAB FLOOR SPIRAL STAIR Lj,4NDING� I II�TRUSSESI Q 24' O.G. SEE SHOP Dl, k, BY TRUSS PLATFORM 51HAI1L • REINFORCEMENT AND ANY OVERHANGING MORTAR BE i11 — . -__ -O �ii OF OBSTRUCTION SHALL BE REMOVED FROM THE WALL MANUF. (T, ,r PICAL UN.O.) INSTALLED INTO LOO,._R ` • II II�M4,NUF. STOP DWG'S 5HALL - �'r rrr SUPERe�QE THIS DWG I"1ANUFAGTURERIS SPECS. r'r O O 111 • COMPLIED WITH LAYOUT 4 SPACING OF FILLED I I I III I III I I I I I I I CELLS AND COLUMNS AS PER ENGINEERINCx 5. ALL WATER CLOSETS, SHOWER HEADS, LAvS AND JOIST SINKS TO COMPLY WITH TABLE 46-R2 OF FBG 2001. 15. FOUNDATION UNDER RATIONAL ANALYSI`�. 6. WATER SERVICE SHALL COMPLY WITH F.B.G. PRE -FAB RAOF TRUSSES '@ ANALYSIS, FOUNDATION UNDER RATIONAL ANALYSIS. TRANSFER BARS NOT REQUIRED (UNO) 7. SLAB SHALL NOT BE LOADED UNTIL 12 HOURS w I I I I III , 1 III ' I I , • (22) I rrr ' � rrr a 111 I I rrr I I -Ar r wr r UN.O.) «MANUF. r rJ SHOP DWG'9 r rw FL10(o55 0 01) � SHALL 5UE SEE THIS DWG I I� . R1 lip 1 0 • • ;F_ V- 1WA,F.F. (G IWJ TOP OFT. B. (2r -A FGL r -� 11' -10" -21' -0" A.F.F. '4 11' -10" -21' -0" A.F.F, RAKED T M — — — — — — ro — — — ELQ � FY . FIEL MAX U = 4O" LL� SYMBOL LL: U_ �O CL DESC�ZPTION I oo S -1 =+ 'C4 "fA U =72'200 6' . - -- r TRANSVERSE BARS Q 24" O /C, RECESS SLAB 1 -1/2" FCR ,LICK WALL FA s CI EXI RE0'D)<EE NOTE ON a r THIS PACE, F2 A MAX U �122m -- -� N r' - ' z O SLABS (INTERIOR) 3/4' ` • U aj II �F CENTERLINES OF COLUMNS UNLESS OTHERWISE W/ *3 T I ES 10 S' O.G. LLUL - 8'xl&' POURED CONC. COL_ W/ (6) *6 BARS VERT, �O - 4. W/ *3 TIES Q 8" O,C. 1 ' ~ I POURED CONG. TIE BEAM W/ 12' F °cL RAKED BEAM ABOVE FLOOR FRAMING PLAN 0 U. u_ W o � 0 bo MAX U 1220" Al PROVIDE A MIN. 2" THICK CONTINUOUS STRUCTURAL SUBFACIA WITH ITS DEPTH EQUAL TO OR ONE SIZE GREATER THAN TOP CHORD AS 0 PER FBG R4409.9.21 In ti ISO I� HIGH RfBBE:D METAL LATH 4 STUCCO ON TOP OF 1/2' PLYWOOD APPLIED DIRECTLY TO UNDERSIDE OF TRUSS o ro' O.C. W/ IroD NAILS Q12" O.C. 4 ROOF JOISTS MAY CANTILEVER OVER EXTERIOR WALLS AS OLIMITED BY THE ALLOWABLE U 6TRE55, BUT THE LENGTH OF SUCH CANTILEVER SHALL NOT ui EXCEED HALF THE LENGTH OF t O THE PORTION OF THE JOIST o O FBG R440INSIDS THE BUILDING= AS PER o' ~ 9.G .I I CD MAX U 4�oO" — — — — — '-' 1' -10' - 21' -0" A.F.F, 11' -10" -2V_' 0" A.F. . RAKED TIE BEAM A RAKED TIE BEAM (FIELD VERIFY) (FIELD VERIFY) ROOF FRAMING PLAN 1/111 -011 ALL BUILDINGS SHALL HAVE PRE- CON5TRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE 1- 16CENCED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREvENTION OF SUBTERRANEAN TERMITE5. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURAL AND CONSUMER SERVICES." AS PER VISUAL IN5fPECT1ON, SOIL AT SITE IS LIGHT TAN SAND AND LIMEROCK ADEQUATE TO SUPPORT 2,000 1 ENGINEER SHALL SUBMIT, AT THE TIME OF CONSTRUCTION TO THE BUILDING OFFICIAL, A LETTER ATTESTINCx THAT THE 51TE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE 51MILAR TO THOSE UPON WHICH THE DESIGN IS BASED. CONCRETE SLAB ON GRADE SHALL BE WELDED WIRE MESH, PER SPECIFICATIONS LISTED, IN COMPLIANCE WITH ACI -318 PROVISIONS. AFTER BREAKING GROUND, A SIGNED AND SEALED LETTER WILL BE PROVIDED TO THE BUILDING OFFICIAL TO VERIFY BEARING CONDITIONS ARE A5 ASSUMED. THE GARAGES SHALL BE SEPARATED FROM THE RE5fDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPAf:ZATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE5 THAN 5/8' TYPE X GYPSUM BOARD OR EQUIvALENT, WHERE THE SEPARTION IS A FLOOR- CEEILINCs ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTAION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2' GYPSUM BOARD OR EQUIVALENT, ALL WOOD IN DIRECT CONTACT WITH CONCRETE AND /OR MASONRY UNITS SHALL BE PRESERVATIVE TREATED. CONCRETE MA5ONRY UNITS SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTM C 55 FOR CONCRETE BRICKt A5TM G 13 FOR CALCIUM SILICATE FACE BRICK * -- A5TM C 9O FOR LOAD - BEARING: CONCRETE MASONRY UNITS OR ASTM C -144 FOR PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS. UNLESS OTHERWISE DETERMINED BY RATIONAL ANALYSIS, MONOLITHIC FOOTINGS SHALL HAVE TRANSFER REINFORCEMENT ALONG THE PERIMETER OF THE FOUNDATION, SAID REIFORCEMENT SHALL BE NO LESS THAN 04 REINFORCING 57EEL BARS SPACED NO GREATER THAN 12 INCHES ON CENTER AND SHALL BE NO LESS THAN 5 FEET IN LENGHT PLUS A STANDARD ACI NOOK AND SHALL BE PLACED TO TRANSFER INTO THE SLAB SECTION COMMENCING: AT A POINT NO LESS THAN 3 INCHES FROM THE EDGE FORM. A5 PER FBG 84404.5.1.13, (SEE FOUNDATION SCHEDULE FOR SIZE AND 5PACING OF REINFORCEMENT,) (I)"F, BAR SHALL BE INSERTED IN BLOCK CELL AND FILLED SOLID W/ CONCRETE ON EACH SIDE OF OPENING AND SHALL EXTEND INTO FOOTINGS AND INTO TIE BEAMS. ALL SUCH BARS SHALL BE CONTINUOUS FROM FOOTING TO TIE BEAM. MAXIMUM SLUMP REQUIREMENT FOR GROUT SHALL BE 9 INCHES if INCH AS PER R4401.5.653 REINFORCED UNIT MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530- CO /ASCE 1 -05. CONCRETE AND CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE W/ ACI 301 -05 THE MINIMUM LENGTH OF LAP FOR DEFORMED BARS IN GROUT, IN TEN510N OR COMPRESSION,SHALL BE 48 BAR DIAMETERS, BUT NOT LESS THAN 12 INCHES. (AS PER R44013.0.1) NOTE- I CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING FILLED CELLS/ CONC, COLUMNS PRIOR TO INSTALLATION OF NEW OPENINGS. (I)"5 BAR SHALL BE INSERTED IN EXIT'G BLOCK CELL AND FILLED SOLID W/ CONC ON EACH SIDE OF NEW OPENING THE 0 5 BAR SHALL BE DRILLED INTO EXIST'G SLAB W/ 7' EMBEDMENT AND SHALL BE EXTENED 3 -1/2' INTO EXIST'G BM. ABv. • WHERE ALL NEW WINDOWS OCCUR, FILL CELL ON EACH SIDE SOLID W/ CONC. TO MEET PRODUCT APPROVAL ON NEW WINDOW Nm 11'-10" A.F.F. (CON TOP OF T.B. u� LI: 0 LL .t 0 .r FOOTING SCHEDULE SYMBOL TYPE DESC�ZPTION TYPICAL OF 'C4 18' X 30' CONIC, FTC, ALL CELLS A5 $i40 .N 6' . F1 Ou - -- r TRANSVERSE BARS Q 24" O /C, RECESS SLAB 1 -1/2" FCR ,LICK WALL DAYS. THE MAXIMUM SLUMP SHALL BE 5' (± I ") s 0"4 TRANSFER REINF CI 2 RE0'D)<EE NOTE ON r r THIS PACE, F2 I G4 -- -� N r' - ' c.- SLABS (INTERIOR) 3/4' ` • T I 5 A R MANUF) I> �� - - -, II 24" X 14' GONG. FTC. W/3 CENTERLINES OF COLUMNS UNLESS OTHERWISE W/ *3 T I ES 10 S' O.G. I - 8'xl&' POURED CONC. COL_ W/ (6) *6 BARS VERT, II r, W/ *3 TIES Q 8" O,C. de 12. CONTRACTOR TO VERIFY ALL MA50NRT T.E. fl ENTIRE PERl!"FTER SHALL OPENINGS W/ WINDOW 4 DOOR MANUFACTURER'S 2125" • 4. CLEAN LE N OUT OPENINGS SHALL BE PROVIDED AT • THE BOTTOM OF ALL CELLS, CONTAINING Q REINFORCEMENT AND ANY OVERHANGING MORTAR MAY BE INCREASED 8" MAXIMUM TO FIT BLOCK OF OBSTRUCTION SHALL BE REMOVED FROM THE WALL SIDES OF SUCH CELL WALLS, AND SHALL BE ` SOLIDLY FILLED CONCRETE IN LIFTS (v�nU`�I NOT EXCEEDING 4 FEET IN HEIGHT. FE COMPLIED WITH LAYOUT 4 SPACING OF FILLED 9q' CELLS AND COLUMNS AS PER ENGINEERINCx 5. ALL WATER CLOSETS, SHOWER HEADS, LAvS AND JOIST SINKS TO COMPLY WITH TABLE 46-R2 OF FBG 2001. 15. FOUNDATION UNDER RATIONAL ANALYSI`�. 6. WATER SERVICE SHALL COMPLY WITH F.B.G. PRE -FAB RAOF TRUSSES '@ ANALYSIS, FOUNDATION UNDER RATIONAL ANALYSIS. TRANSFER BARS NOT REQUIRED (UNO) 7. SLAB SHALL NOT BE LOADED UNTIL 12 HOURS HANGER AFTER 24' O.G. SEE ISHOP Wl!x'S BY (4) (22) a O 030 -Ar r wr r UN.O.) «MANUF. r rJ SHOP DWG'9 r rw FL10(o55 0 01) � SHALL 5UE SEE THIS DWG I I� . .4 X 0�� _q I z Tin ' ' ' ' z PLATE TIE 12400 w 101)X1 -1/2 PG "173 -A Q al p IIT OD O Z •� ca � r r ` D r r r (13) a1) • QL ,a Q I FL 114-1 a r • (L _j 0- T� rr I rr ALL UPLIFTS ARE BASED ON A STANDARD TRUSS I rr it I INDIVIDUAL TRUSS LOADS 4 USE THE STRAPPING AS • I rr II FOR ALL STRAPS) rr I II A • NOTIFIED OF ANY ^uoNr FA PRIOR Tin ^nN�Tri Ir Trn�l MAX U = 20 I 2 It " C� O PGL I r -q C4 r r r r 1 •i • ` , 1 ' ~ I POURED CONG. TIE BEAM W/ 12' F °cL RAKED BEAM ABOVE FLOOR FRAMING PLAN 0 U. u_ W o � 0 bo MAX U 1220" Al PROVIDE A MIN. 2" THICK CONTINUOUS STRUCTURAL SUBFACIA WITH ITS DEPTH EQUAL TO OR ONE SIZE GREATER THAN TOP CHORD AS 0 PER FBG R4409.9.21 In ti ISO I� HIGH RfBBE:D METAL LATH 4 STUCCO ON TOP OF 1/2' PLYWOOD APPLIED DIRECTLY TO UNDERSIDE OF TRUSS o ro' O.C. W/ IroD NAILS Q12" O.C. 4 ROOF JOISTS MAY CANTILEVER OVER EXTERIOR WALLS AS OLIMITED BY THE ALLOWABLE U 6TRE55, BUT THE LENGTH OF SUCH CANTILEVER SHALL NOT ui EXCEED HALF THE LENGTH OF t O THE PORTION OF THE JOIST o O FBG R440INSIDS THE BUILDING= AS PER o' ~ 9.G .I I CD MAX U 4�oO" — — — — — '-' 1' -10' - 21' -0" A.F.F, 11' -10" -2V_' 0" A.F. . RAKED TIE BEAM A RAKED TIE BEAM (FIELD VERIFY) (FIELD VERIFY) ROOF FRAMING PLAN 1/111 -011 ALL BUILDINGS SHALL HAVE PRE- CON5TRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE 1- 16CENCED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREvENTION OF SUBTERRANEAN TERMITE5. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURAL AND CONSUMER SERVICES." AS PER VISUAL IN5fPECT1ON, SOIL AT SITE IS LIGHT TAN SAND AND LIMEROCK ADEQUATE TO SUPPORT 2,000 1 ENGINEER SHALL SUBMIT, AT THE TIME OF CONSTRUCTION TO THE BUILDING OFFICIAL, A LETTER ATTESTINCx THAT THE 51TE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE 51MILAR TO THOSE UPON WHICH THE DESIGN IS BASED. CONCRETE SLAB ON GRADE SHALL BE WELDED WIRE MESH, PER SPECIFICATIONS LISTED, IN COMPLIANCE WITH ACI -318 PROVISIONS. AFTER BREAKING GROUND, A SIGNED AND SEALED LETTER WILL BE PROVIDED TO THE BUILDING OFFICIAL TO VERIFY BEARING CONDITIONS ARE A5 ASSUMED. THE GARAGES SHALL BE SEPARATED FROM THE RE5fDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPAf:ZATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE5 THAN 5/8' TYPE X GYPSUM BOARD OR EQUIvALENT, WHERE THE SEPARTION IS A FLOOR- CEEILINCs ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTAION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2' GYPSUM BOARD OR EQUIVALENT, ALL WOOD IN DIRECT CONTACT WITH CONCRETE AND /OR MASONRY UNITS SHALL BE PRESERVATIVE TREATED. CONCRETE MA5ONRY UNITS SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTM C 55 FOR CONCRETE BRICKt A5TM G 13 FOR CALCIUM SILICATE FACE BRICK * -- A5TM C 9O FOR LOAD - BEARING: CONCRETE MASONRY UNITS OR ASTM C -144 FOR PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS. UNLESS OTHERWISE DETERMINED BY RATIONAL ANALYSIS, MONOLITHIC FOOTINGS SHALL HAVE TRANSFER REINFORCEMENT ALONG THE PERIMETER OF THE FOUNDATION, SAID REIFORCEMENT SHALL BE NO LESS THAN 04 REINFORCING 57EEL BARS SPACED NO GREATER THAN 12 INCHES ON CENTER AND SHALL BE NO LESS THAN 5 FEET IN LENGHT PLUS A STANDARD ACI NOOK AND SHALL BE PLACED TO TRANSFER INTO THE SLAB SECTION COMMENCING: AT A POINT NO LESS THAN 3 INCHES FROM THE EDGE FORM. A5 PER FBG 84404.5.1.13, (SEE FOUNDATION SCHEDULE FOR SIZE AND 5PACING OF REINFORCEMENT,) (I)"F, BAR SHALL BE INSERTED IN BLOCK CELL AND FILLED SOLID W/ CONCRETE ON EACH SIDE OF OPENING AND SHALL EXTEND INTO FOOTINGS AND INTO TIE BEAMS. ALL SUCH BARS SHALL BE CONTINUOUS FROM FOOTING TO TIE BEAM. MAXIMUM SLUMP REQUIREMENT FOR GROUT SHALL BE 9 INCHES if INCH AS PER R4401.5.653 REINFORCED UNIT MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530- CO /ASCE 1 -05. CONCRETE AND CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE W/ ACI 301 -05 THE MINIMUM LENGTH OF LAP FOR DEFORMED BARS IN GROUT, IN TEN510N OR COMPRESSION,SHALL BE 48 BAR DIAMETERS, BUT NOT LESS THAN 12 INCHES. (AS PER R44013.0.1) NOTE- I CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING FILLED CELLS/ CONC, COLUMNS PRIOR TO INSTALLATION OF NEW OPENINGS. (I)"5 BAR SHALL BE INSERTED IN EXIT'G BLOCK CELL AND FILLED SOLID W/ CONC ON EACH SIDE OF NEW OPENING THE 0 5 BAR SHALL BE DRILLED INTO EXIST'G SLAB W/ 7' EMBEDMENT AND SHALL BE EXTENED 3 -1/2' INTO EXIST'G BM. ABv. • WHERE ALL NEW WINDOWS OCCUR, FILL CELL ON EACH SIDE SOLID W/ CONC. TO MEET PRODUCT APPROVAL ON NEW WINDOW Nm 11'-10" A.F.F. (CON TOP OF T.B. u� LI: 0 LL .t 0 .r FOOTING SCHEDULE SYMBOL TYPE DESC�ZPTION TYPICAL OF SF, 18' X 30' CONIC, FTC, ALL CELLS A5 $i40 .N 6' W/6 *5 CONT. AND "5 F1 Ou - -- r TRANSVERSE BARS Q 24" O /C, RECESS SLAB 1 -1/2" FCR ,LICK WALL DAYS. THE MAXIMUM SLUMP SHALL BE 5' (± I ") s 0"4 TRANSFER REINF CI 3. REINFORCING STEEL : WIRE WELDED FABRIC RE0'D)<EE NOTE ON ASTM A 185, REINFORCING BARS ASTM A615, ® THIS PACE, F2 A OII 4$' X 4�" X 14" GONG. FTG. W14 $5 EACH WAY (VERIFY FND, -- -� N SLABS (EXTERIOR) 11/2' - ' REQUIR r- 1EN(TS WITH SLABS (INTERIOR) 3/4' ` PACxE� T I 5 A R MANUF) I> �� - - -, . 24" X 14' GONG. FTC. W/3 CENTERLINES OF COLUMNS UNLESS OTHERWISE W/ *3 T I ES 10 S' O.G. *5 CONT. AND *5 - 8'xl&' POURED CONC. COL_ W/ (6) *6 BARS VERT, TRANSv - RSE BARS 0 r, W/ *3 TIES Q 8" O,C. 24° O /C. COLUMN SCHEDULE NOTES I. THE ALLOWABLE BEARING CAPACITY F R WH H EXISTING FILLED CELL TYPICAL OF SF, 1 *5 BAR IN EACH ALL CELLS A5 $i40 .N 6' CONC, BLK CE L u.N,o. 2. ALL CONCRETE SHALL MEET 3,000 PSI AT 23 FILLED CUN O.) DAYS. THE MAXIMUM SLUMP SHALL BE 5' (± I ") CONTINUOUS AND NOT LESS THAN 48 BAR (SEE SPACING ON 5HT 5-1) CI 3. REINFORCING STEEL : WIRE WELDED FABRIC 1 05 BAR IN EACL4 GONG BLK CELL. ASTM A 185, REINFORCING BARS ASTM A615, ® FILLED W /GONG. 10, INITIAL TRUSS ENGINEERING MUST BE SUF�MITTED CO1 MENTS 8'x12' POURED CONC. COL. 160r SLABS (EXTERIOR) 11/2' W/ (4)*5 BARS V�ZRT_ W/ *3 TIES Q 8' O,C. MINIMUM CLEAR SLABS (INTERIOR) 3/4' ` PACxE� COVERAGE I> �� - - -, 8'x10' POURED CONC, COL. W/ (4)*5 BARS VERT. OF STEEL FORMED CONCRETE BELOW GRADE 2' CENTERLINES OF COLUMNS UNLESS OTHERWISE W/ *3 T I ES 10 S' O.G. RT -A -i 8'xl&' POURED CONC. COL_ W/ (6) *6 BARS VERT, UNIFORMED CONCRETE BELOW GRADE 3' r, W/ *3 TIES Q 8" O,C. BRACING NOTES _ 1 BRACING SHOWN DOES NOT INCLUDE TEMPORARIY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT GROSS BRACING AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACING IS THE RESPONSABILITY OF THE TIRU55 INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR, ( REF.: HI6. -51 SUMMARY SHEET ) 2 PERMANENT DIAGONAL BRACING AS SHOWN ON TPIe. SIIEET DOES NOT INCLUDE BRACING REQUIRED FOR GABLE AND STUDS OR BOTTOM CHORD OF G45LE END AT WALL. REFER TO STANDARD GABLE END DETAIL FOR BRACING REQUIREMENTS OF THE TRU55 MANUFACTRER . 3 ALL TOP CHORDS ARE ASSEMBLED TO BE 5HEATED, AND AND ALL BOTTOM CHORDS BRACED BY A RIGID CEILING SYSTEM . REFER TO INDIVIDUAL TRUSS DRAWINGS FOR BRACING RE- QUIREMENT5 OF NON- SHEATED TOP GHOIRDS AND UN5UPPORTED BOTTOM CHORDS . 4 REFER TO "NI5-91 COMMEMTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION, AND EiRACINCs METAL PLATE CONNECTED WOOD TRUSSES ", APPENDIX C FOR RECOMMENDED SEaUENCE OF INSTALLING BRACING COMPONENTS. 5 THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRUSS DESIGNS TO WITHSTAND GRAVITY AND WIND LOADING AS WELL AS GIRDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE 7RU55 DESIGNER . ANCHORAGE OF THE TRUSSES AND GIRDER5 70 THE SUPOR71NGa STRUCTURE TO WITHSTAND WIND UPLIFT 15 THE REePON515!LITY OF THE F'ROJECT ENGINEER OR ARCHITECT. 6 CEILING CONNECTED W/ MTL. FUR;;-' CHANNELS - BOTT. CHORD SHALL BE CONTINUOUS I' X 4' CONNECTED TO THE TOP OF THE BOTTOM CHORD W/ (2)- 104U NAILS 4 SPACED • 0' -0' O.C. CEILING CONNECTED TO UNDERSIpF OF TRU65ES WITHOUT M7L. FURR. CHANELS BOTT. CHORD BRAGING SHALL BE CONTINUOUS I' X 4' CONNECTED TO THE TOP OF THE FOTTOM CHOi W /(2) -10d NAILS 4 SPACED * 8 THE BRACING SHOWN ACTS AS A RIGID CEILING . ..� —x DENOTES LOCATION OF X BRACING THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH P051TIVE AND NEGATIVE PRESSURE THE ACTUAL ROOF AND CEILING DEAD LOADS MAY BE U5ED TO RE615T UPLIFT LOADS, BUT THE MAXfMUM COf-IBINED DEAD LOAD USED TO RESIST UPLIFT LOADS SHALL NOT EXCEED 10 POUNDS F'CR $OUARG FOOT (41t PA). FOUNDATION NOTES I. THE ALLOWABLE BEARING CAPACITY F R WH H 8. COLUMN REINFORCING DE:5CENDINGs INTO TH15 STRUCTURE IS DESIGNED TO REST 1 2000 SF, ISOLATED FOOTINGS TO BE NOT LESS THAN 48 BAR THE SURFACE SOIL CONDITIONS TO BE V [FIE AT DIAMETERS ABV. AND BELOW THE JOINT (IF NOT BUILDING SITE. ,� ENOUG=H SPAGE 2. ALL CONCRETE SHALL MEET 3,000 PSI AT 23 13. SPLICES IN REINFORCING BARS TO BE DAYS. THE MAXIMUM SLUMP SHALL BE 5' (± I ") CONTINUOUS AND NOT LESS THAN 48 BAR GONG DIAMETERS, AT CORNERS AND /OR CHANGES IN THE 3. REINFORCING STEEL : WIRE WELDED FABRIC DIRECTION IT SHALL BE 48 BAR DIAMETERS ASTM A 185, REINFORCING BARS ASTM A615, SIZE TIE WIRE ASTM A82 10, INITIAL TRUSS ENGINEERING MUST BE SUF�MITTED CO1 MENTS TO ENGINEER OF RECORD FOR APPROVAL PRIOR 160r SLABS (EXTERIOR) 11/2' TO POURING ANY SLAB OR FOOTINGS, MINIMUM CLEAR SLABS (INTERIOR) 3/4' ` PACxE� COVERAGE 5EAM5 AND COLUMNS 11/2' 11, CENTERLINES OF FOOTINGS SHALL COINCIDE WITH OF STEEL FORMED CONCRETE BELOW GRADE 2' CENTERLINES OF COLUMNS UNLESS OTHERWISE -- 103 AT V O.C. RT -A NOTED ON PLANS OR SECTIONS. 2'S� UNIFORMED CONCRETE BELOW GRADE 3' -7- 25 AO ALL BAR SPLICES SHALL BE 30 BAR DIAMETERS. 12. CONTRACTOR TO VERIFY ALL MA50NRT T.E. fl ENTIRE PERl!"FTER SHALL OPENINGS W/ WINDOW 4 DOOR MANUFACTURER'S 2125" SPFCIFICATIONS PRIOR TO LOCATING FILLED CELLS, 4. CLEAN LE N OUT OPENINGS SHALL BE PROVIDED AT 1860 THE BOTTOM OF ALL CELLS, CONTAINING 13. TIE BEAM SCHEDULE DEPTHS ARE MINIi"fUM AND REINFORCEMENT AND ANY OVERHANGING MORTAR MAY BE INCREASED 8" MAXIMUM TO FIT BLOCK OF OBSTRUCTION SHALL BE REMOVED FROM THE WALL SIDES OF SUCH CELL WALLS, AND SHALL BE ` SOLIDLY FILLED CONCRETE IN LIFTS 14. CONTRACTOR TO VERIFY ARCHITECT HAS NOT EXCEEDING 4 FEET IN HEIGHT. FE COMPLIED WITH LAYOUT 4 SPACING OF FILLED 9q' CELLS AND COLUMNS AS PER ENGINEERINCx 5. ALL WATER CLOSETS, SHOWER HEADS, LAvS AND JOIST SINKS TO COMPLY WITH TABLE 46-R2 OF FBG 2001. 15. FOUNDATION UNDER RATIONAL ANALYSI`�. 6. WATER SERVICE SHALL COMPLY WITH F.B.G. .13. UNIT MASONRY DONE UNDER RATIONAL 2001 TABLE 46 -0 ANALYSIS, FOUNDATION UNDER RATIONAL ANALYSIS. TRANSFER BARS NOT REQUIRED (UNO) 7. SLAB SHALL NOT BE LOADED UNTIL 12 HOURS HANGER AFTER 1000# SIMPSON TRUSS TO CONCRETE TIEDOWN SCHEDULE TRUSS M`�X CONNECTION 51MF'SON r_1AX ALLOWABLE CONNECTOR FASTENER SCHEDULE LATERA LOADS 200 Ml `.LF. SYMBOL TRU55 UPLIFT TYPE STOCK " UPLIFT GONG TRUSS/ !SHEAR REINF. SYMBOL SIZE T M B ITIE5 REOUIR'D CO1 MENTS 133`+ 160r BE,gM RAFTER FI F2 PACxE� T -A 5x12 EMfJEDDED PLPTA75 2"5 -- 103 AT V O.C. RT -A (10) 2'S� -7- 25 AO 1450" TRU55 T.E. fl ENTIRE PERl!"FTER SHALL 2125" 2125" f 40 A 1860 1715 PG1115T ,ANCHOR FL11413 ` IODXI -I/2 9 #AA r4H i 9q' ""• JOIST HUS 2a JOIST FACE t O 10000 HANGER 1000# 1000* (4) (22) PCs "130 FL10(o55 01) 101) STUD 5PHC4 -Fi) O 1240" PLATE TIE 12400 1240" 101)X1 -1/2 PG "173 FL10456 OD 1350" HURRICANE HI4 1350" 1350" (13) a1) PCz "16a FL 114-1 a ALL TRUSSES THAT ARE CONNECTED TO GONG. ALL UPLIFTS ARE BASED ON A STANDARD TRUSS SHALL BE TIED DOWN W/ THE STRAP "�" ON THE COMPUTATION. CONTRACTOR SHALL CONFIRM ALL SCHEDULE (THIS SHEET) U.N.O. INDIVIDUAL TRUSS LOADS 4 USE THE STRAPPING AS (LATERAL LOADS HAVE BEEN CONSIDERED DESIGNATED ON PLANS, REFERING TO THE CHART FOR ALL STRAPS) ABOVE FOR ALL ATTACHMENTS. ENGINEER SHALL BE NOTIFIED OF ANY ^uoNr FA PRIOR Tin ^nN�Tri Ir Trn�l ALL WOOD TO WOOD CONNECTIONS BY BUILDER D DR ,.�... GORNER5 AND AT EACH BEND AND AT 48 INCHES (12n MM) O.G. ELSEWHERE. ALL BEAMS HAVE BEEN DESIGNED TO AGCOMODATE 2" M.O. (TYPICAL) VERIFY IM.0. REQUIREMENTS W/ WINDOW MANUF. PRIOR TO T.B, POUR PROVIDE A MIN. 2' THICK CONTINUOUS STRUCTURAL SUBFACIA WITH ITS DEPTH EQUAL TO OR ONE SIZE GREATER THAN TOP CHORD AS PER FBG R4409.a2.1 W/ IX6 FACSIA BOARD GAL V. ALUMINUM FLASHING ON I' X 2" DRIP STRIP TOE HIGH RIBBED METAL LATH 4 STUCCO ON TOP OF 112' PLYWOOD APPLIED DIRECTLY TO UNDERSIDE OF TRU55 * 6' O.C. W/ I&D NAILS *12' O.G. -- _..... - - -- 2ND FF. MIN. 05'X12" CONG. T.B. W/ 4N5 5AfR5 CONT, REFER TO STRUCTURAL FOR SITE 4 STEEL. 2' AFF - - --- -_ _ CLG. HGT. - PRECAST LINTEL, BEYOND, AT WINDOWS REINFORCED MASONRY: - 8' CONC. BLK. W/ 1 s5 IN CELL FILLED SOLID W/ CONC. * CORNERS AND 32' ' O/C MAX. AND EA 51DE OF ALL OPENINGS. W/ 08 LADDER TYPE DUIi. JOINT REINF. EVERY COARSE. (TYPICAL) HORIZONTAL JOINT--' REINFORCEMENT SEE EVERY COURSE 1/2' STUCCO ON a'X6"X16' CONC, BLOCK v cv Q- U 0' -0' (1137' N_GVE :)) FINISHED FLOOR FLAT ASHPHALT SHINGLE ROOF (TO MATCH EXISTING ROOFING) ATOP 30" FELT TIN TAGGED TO 5/6' EXT. GRADE PLYWD, SHFATHING ON TOP OF PRE - ENGINEERED WOOD ROOF TRUSSES * 24" O /C. PRE -FAB ROOF TRU55E5 * 24' O.C. SEE - SHOP DUGS BY TRUSS MANUF, (TYPIC,4L UN.O.) • MANUF. SHOP DWG'5 SHALL SUPERSEDE THIS DWG / ICYNENE SPRAY FOAM INSULATION (8-30 MIN) 1 L 1 "5 BAR VERT. IN EACH GONG. FILLED CELL * 16' O.C. FOR LEDGER BOARD ATTACHMENT i 2X05 WD. F.T. LEDGER TO BE FASTENED WITH 1/2' ANCHOR 5OLT5 STAGGERS^ * 16' G.G. SPACING INTO CONC, FILLED CELLS W/ 4 -1/2' EMBEDMENT. TRU55 HANGERS /TIE -DOWN STRAPS SHALL BE INSTALLED ACCORDING TO MANUF. SPECS. 1/2" DRYWALL TAPED -I'X2' P.T. WD. FIRESTOP AND PAINTED - DIRECTLY b' O.C_ MAX. APPLIED TO TRUSSES 16" DEEP PRE -FAB FLOOR TRUSSES • 24' O.C. SEE SHOP DWG'S BY TRUSS MANUF. (TYPICAL UN.O.) • MANUF. SHOP DWG'S SHALL SUPERSEDE THIS DWG 1/2' DRYWALL ON TOP OF I X 2 P.T. FURRING * 24' 1 PROVIDE R -5 INSULATION IN BLOCK * ALL EXT. WALLS -1 15 BAR VERT. IN EACH CONC. FILLED CELL * 32'1 (TYP. * U.N,OJ APPLIED WD BASE -4' CONIC- SLAB 2500 Ti W/ 6 X 6 10/10 W.W.F. OVER 6 MIL THIGK (MIN11"'IUM) VAPOR BARRIER ON TOP OF WELL COMPACTED, TERMITE TREATED, CLEAN 5AND FILL. (SOIL TO BE COMPACTED TO 2500 RE?R) (SEE SOIL ENGINEERS REPORT.) 05 TRANSFER BARS *12' O/C NOTE: ALL STEEL LAPS 5 X BAR " AND CORNE', BARS ARE 6 X BAP i /� LI N DRYWALL TAPED / AND PAINTEp- DIRECTLY APPLIED TO TRUSSES PROVIDE 2X4 BOTTOM CHORD LATERAL BRACING * TRUSS PANEL POINTS OR V -0' O.G. W/ (3) I&D NAILS * EACH TRUSS SIMPSON STRONG TIE HURRICANE TIE HI4 W/ (12) 5DX11/7' NAILS FOR TRUSS AND 13 -51D NAILS FOR DOUBLE TOP PLATE (TYPICAL FOR ALL TRUSSES * BEARING WALL) 4' WD. WALL W/ VERTICAL STUDS 16' O.G. (MAX VDACING) W/ DBL SOLE PLATE AND BLOCKING * 4' AFF. SIMPSON STRONG TIE STUD PLATE TIE 51 W/ 00 I(ODXI1i7' NAILS (TYPICAL FOR ALL STUDS TOF AND BOTTOM) 3/4' FIN, PLYWOOD OVER 3/4" T4G PLYWOOD GLUED AND NAILED a 24' 61 SIMP5CN STRONG TIE HURRICANE — TIE HI4 W/ (12) 6DXIi2" NAILS FOR TRUSS AND 13 -51D NAILS FOR DOUBLE TOP PLATE (TYPICAL FOR ALL TRUSSES * BEARING WALL) 6" WD. PT, WALL W/ VERTICAL STUDS * 16' O.C, (MAX SPACING) AND 4' FLOCKING ALL BEARING WALL LUMBER SHALL BE GRADE 2 (F-b =1350ps1) SIMPSON 87RONG TIE STUD PLAT TIE SPH(a W/ (10) 11 NAILS (TYPICAL FOR ALL STUDS TOP AND BOTTOM) 2X6 P.T. SOLE PLATE ATTACHED TO SLAB USING 5' WEDGE BOLTS W/ 7 EMBEDMENT (MIN) * 16" O.G. W/ OVERSIZED WASHER (3' 50 MIN) f�4= V1�510N5 © 6 -21 -10 V cl� .j� X010. 5E ,4L: A* 153 n� =0� U0 w p%z0 U �(K, �L0+ -UIk I. Q)a ��UO�u4 O O f] !<C�A L O p��u�ij0 tk L'wT0 0 �4t2 w� UR_ w UUuC1r z,T Al 4) w � d) Ifloj7 DI 0foy Y O Qct� UQ�F_ Q (0 �zul -1 0 fK �Qn(LOIII TZ-1 z !u�(Y�uuO qw" L�Q♦ z u- (y �w -~ U U I 41L >..cnz�� +_ 0 7 1WQuI�W -4 _10 w i 0_oQ -F..TN "1. 'Lou Iy wOO�w�plul = O Cl(Y90 (1t3zF W N REINFORCED CONCRETE TIE BEAM SCHEDULE TYPICAL BEAM SECTIONS CONCRETE STRENGTH = 3,000 PSI a y 05'X6' CONC. WINDOW 51LL5 W/ 2 -"5 15AR5 LL STEEL REBAR STRENGTH It 60,000 PSI 2 5HALL BE USED FOR WINDOW OPENINGS b' BEAM BEAM BARS !SHEAR REINF. SYMBOL SIZE T M B ITIE5 REOUIR'D CO1 MENTS b PCL 8'x8' 205 — NONE REQ'D PRECAST LINTEL - TYPICAL U.N.O. T -A 5x12 2'5 _ 2"5 -- 103 AT V O.C. RT -A 8x12 2'S� -7- 25 3 AT b' O.C. - — RAKED BEAM, REFER TO DETAIL TYPICAL SEAM LAYOUT FOR T.E. fl ENTIRE PERl!"FTER SHALL f 40 A REBAR AND TIES IN SECTION. ,.�... GORNER5 AND AT EACH BEND AND AT 48 INCHES (12n MM) O.G. ELSEWHERE. ALL BEAMS HAVE BEEN DESIGNED TO AGCOMODATE 2" M.O. (TYPICAL) VERIFY IM.0. REQUIREMENTS W/ WINDOW MANUF. PRIOR TO T.B, POUR PROVIDE A MIN. 2' THICK CONTINUOUS STRUCTURAL SUBFACIA WITH ITS DEPTH EQUAL TO OR ONE SIZE GREATER THAN TOP CHORD AS PER FBG R4409.a2.1 W/ IX6 FACSIA BOARD GAL V. ALUMINUM FLASHING ON I' X 2" DRIP STRIP TOE HIGH RIBBED METAL LATH 4 STUCCO ON TOP OF 112' PLYWOOD APPLIED DIRECTLY TO UNDERSIDE OF TRU55 * 6' O.C. W/ I&D NAILS *12' O.G. -- _..... - - -- 2ND FF. MIN. 05'X12" CONG. T.B. W/ 4N5 5AfR5 CONT, REFER TO STRUCTURAL FOR SITE 4 STEEL. 2' AFF - - --- -_ _ CLG. HGT. - PRECAST LINTEL, BEYOND, AT WINDOWS REINFORCED MASONRY: - 8' CONC. BLK. W/ 1 s5 IN CELL FILLED SOLID W/ CONC. * CORNERS AND 32' ' O/C MAX. AND EA 51DE OF ALL OPENINGS. W/ 08 LADDER TYPE DUIi. JOINT REINF. EVERY COARSE. (TYPICAL) HORIZONTAL JOINT--' REINFORCEMENT SEE EVERY COURSE 1/2' STUCCO ON a'X6"X16' CONC, BLOCK v cv Q- U 0' -0' (1137' N_GVE :)) FINISHED FLOOR FLAT ASHPHALT SHINGLE ROOF (TO MATCH EXISTING ROOFING) ATOP 30" FELT TIN TAGGED TO 5/6' EXT. GRADE PLYWD, SHFATHING ON TOP OF PRE - ENGINEERED WOOD ROOF TRUSSES * 24" O /C. PRE -FAB ROOF TRU55E5 * 24' O.C. SEE - SHOP DUGS BY TRUSS MANUF, (TYPIC,4L UN.O.) • MANUF. SHOP DWG'5 SHALL SUPERSEDE THIS DWG / ICYNENE SPRAY FOAM INSULATION (8-30 MIN) 1 L 1 "5 BAR VERT. IN EACH GONG. FILLED CELL * 16' O.C. FOR LEDGER BOARD ATTACHMENT i 2X05 WD. F.T. LEDGER TO BE FASTENED WITH 1/2' ANCHOR 5OLT5 STAGGERS^ * 16' G.G. SPACING INTO CONC, FILLED CELLS W/ 4 -1/2' EMBEDMENT. TRU55 HANGERS /TIE -DOWN STRAPS SHALL BE INSTALLED ACCORDING TO MANUF. SPECS. 1/2" DRYWALL TAPED -I'X2' P.T. WD. FIRESTOP AND PAINTED - DIRECTLY b' O.C_ MAX. APPLIED TO TRUSSES 16" DEEP PRE -FAB FLOOR TRUSSES • 24' O.C. SEE SHOP DWG'S BY TRUSS MANUF. (TYPICAL UN.O.) • MANUF. SHOP DWG'S SHALL SUPERSEDE THIS DWG 1/2' DRYWALL ON TOP OF I X 2 P.T. FURRING * 24' 1 PROVIDE R -5 INSULATION IN BLOCK * ALL EXT. WALLS -1 15 BAR VERT. IN EACH CONC. FILLED CELL * 32'1 (TYP. * U.N,OJ APPLIED WD BASE -4' CONIC- SLAB 2500 Ti W/ 6 X 6 10/10 W.W.F. OVER 6 MIL THIGK (MIN11"'IUM) VAPOR BARRIER ON TOP OF WELL COMPACTED, TERMITE TREATED, CLEAN 5AND FILL. (SOIL TO BE COMPACTED TO 2500 RE?R) (SEE SOIL ENGINEERS REPORT.) 05 TRANSFER BARS *12' O/C NOTE: ALL STEEL LAPS 5 X BAR " AND CORNE', BARS ARE 6 X BAP i /� LI N DRYWALL TAPED / AND PAINTEp- DIRECTLY APPLIED TO TRUSSES PROVIDE 2X4 BOTTOM CHORD LATERAL BRACING * TRUSS PANEL POINTS OR V -0' O.G. W/ (3) I&D NAILS * EACH TRUSS SIMPSON STRONG TIE HURRICANE TIE HI4 W/ (12) 5DX11/7' NAILS FOR TRUSS AND 13 -51D NAILS FOR DOUBLE TOP PLATE (TYPICAL FOR ALL TRUSSES * BEARING WALL) 4' WD. WALL W/ VERTICAL STUDS 16' O.G. (MAX VDACING) W/ DBL SOLE PLATE AND BLOCKING * 4' AFF. SIMPSON STRONG TIE STUD PLATE TIE 51 W/ 00 I(ODXI1i7' NAILS (TYPICAL FOR ALL STUDS TOF AND BOTTOM) 3/4' FIN, PLYWOOD OVER 3/4" T4G PLYWOOD GLUED AND NAILED a 24' 61 SIMP5CN STRONG TIE HURRICANE — TIE HI4 W/ (12) 6DXIi2" NAILS FOR TRUSS AND 13 -51D NAILS FOR DOUBLE TOP PLATE (TYPICAL FOR ALL TRUSSES * BEARING WALL) 6" WD. PT, WALL W/ VERTICAL STUDS * 16' O.C, (MAX SPACING) AND 4' FLOCKING ALL BEARING WALL LUMBER SHALL BE GRADE 2 (F-b =1350ps1) SIMPSON 87RONG TIE STUD PLAT TIE SPH(a W/ (10) 11 NAILS (TYPICAL FOR ALL STUDS TOP AND BOTTOM) 2X6 P.T. SOLE PLATE ATTACHED TO SLAB USING 5' WEDGE BOLTS W/ 7 EMBEDMENT (MIN) * 16" O.G. W/ OVERSIZED WASHER (3' 50 MIN) f�4= V1�510N5 © 6 -21 -10 V cl� .j� X010. 5E ,4L: A* 153 n� =0� U0 w p%z0 U �(K, �L0+ -UIk I. Q)a ��UO�u4 O O f] !<C�A L O p��u�ij0 tk L'wT0 0 �4t2 w� UR_ w UUuC1r z,T Al 4) w � d) Ifloj7 DI 0foy Y O Qct� UQ�F_ Q (0 �zul -1 0 fK �Qn(LOIII TZ-1 z !u�(Y�uuO qw" L�Q♦ z u- (y �w -~ U U I 41L >..cnz�� +_ 0 7 1WQuI�W -4 _10 w i 0_oQ -F..TN "1. 'Lou Iy wOO�w�plul = O Cl(Y90 (1t3zF W N a y LL 2 o0 IL— =N J r-, T- �U)04 r- N J 11� u_ K `d ply r i'REFER\TO FOUNDATION PLAN AND FOOTING SCHEDULF FOR FOUNDATION 'i /% < i i K \ �x V - �, TYPICAL WALL DETAIL x = 'F� -:IUN E.M.M. - CHF��KED W.N.F. nATE 5 -20 -10 SG LuF- Aa NOTED E1 10.0011 2 �3 a y A F 11� K `d ply � r s f r r „ x f 40 A ` 9 #AA r4H i 9q' ""• ft" } M14 +d }I! >s * t r i'REFER\TO FOUNDATION PLAN AND FOOTING SCHEDULF FOR FOUNDATION 'i /% < i i K \ �x V - �, TYPICAL WALL DETAIL x = 'F� -:IUN E.M.M. - CHF��KED W.N.F. nATE 5 -20 -10 SG LuF- Aa NOTED E1 10.0011 2 �3