Loading...
11-50-008SOIL STATEMENT -­1 foci 11111 a WOO: :I a• a r , • c,aa . ,a X • a. r at SEE WALL ATTACHM DETAIL I AREA STRUCTURAL PLAN VIEW SCALE 3/16' -1' -0- • • :a, ra • ri ri 0 rI I.�I� �•.'I.t ELEV. +16• ELEV. -32' SELECTED 90% COMPACTED SOIL (LIFTS 0 6') 16`x12' CONCRETE FOOTING 4 f 5 ROD ek 3 ST1RR UPS O 6' O.C. SECTION Q C E.EV. +6r + UP . 3/4- CDC° PLYWOOD -- TO BE GLUED & ATTACHED TO EXISTING & NEW CONC. SLAB SHOWN. USE V DIA. FLAT HEAD - ANCHOR BOLTS 0 36' O.C. ALL OVER PLACE. FOR DETAILS, CONSULT MANUFACTURER'S CATALOG. Rift oI WXAt LAYER WE WOO MW COMM 11 MA 06-COM LMNG ROOM ELEV.+6• 1•4r t t'$' 11-° 1'4r V_fr 11-V 118' 1'4• 1 *4r El EV +12' lu TERMITE SPECIFICATIONS 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND 4 Ear FOR RE—INSPECTION AND TREATMENT OF CONTRACT RENEVAL, I III' PROYIDED. THE SIGN SHALL BE POSTED NEW THE WATER HEATER OR ELECTRIC TYPE V MORTAR I FOUNDATION PLAN S x&E!O)m=0OmQ n aAns Tn WALLS a B � SCALE 3/161-11-Or FROM I r. SwE •. r F.F. ELEV. EXISTING SLAB LAP SPLICE - 25' 1 r CONC, 3. IRRIGATION / SPRINI(LER SYSTEMS INCLUDING ALL AND SPRAY HEADS _ FOUND TIdN NOTES � .... 15014.4) I' X 2• PT WD Fi RIW ! 24. O.C. RETROFIT I - #5 VERT. & DOWEL F.F. EIEV. TO MATCH R4 2 MIN. INSULATION ON EXT. wo WALLS FROM FM M BOND BEAM COVERING AND FINAL EARTH WAX SHALL NOT BE LESS THAN 6 INCHES. IN POURED ra OVERLAP WITIAL TREATMENT DONE a• ALL EXCNAT)ON AM BAM FU IS 112 DRYNALL SEE FLOOR JOIST DETAIL BASE BOARD W/ Tt LANG FDERP FLESH pt 1.4 x 1.4 & SOL OISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING 1.) SLAB ON GRADE TO 6 x 6 - WL4 x WL4 W.W.F. ON VAPOR BARRIER OVER NEW 4' (3 OOO PS L) CONC. SAAB W/ 7 BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPSt ErC, SHALL BE MADE WITH PERMANENT • . PLASM FORMS. PERMANIENT FORMS MUST BE OF SIZE AND DEPTH ELIMINATE T' TREATED SOT. 6X6 -10/10 W.W.M. OR I VAPOR & MINIMUM 6 MIL RETARDER MUST BE DWALLED TO PR07ECT RAINFALL DILUTION. IF RAWALL OCCURS BEFORE VAPOR RETARDER I I FIBER MESH ON 6 MI. 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST 0'1�m 2.) PROVIDE 12- MIN. SOIL COVER OVER ALL EXTERIOR FOUNDATIONS. CONTRACTOR TO FIELD VERIFY VAPOR BARRIER LAPPED 6' loin FOUNDATION ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES. AND TAPED OVER (LEAN 95% COMPACTED TERMITE TREATED 1) REFER TO ARCHITECTURAL/ CIVIL FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. I / I 4.) WSTALL LU60NRY CONTROL JOINT8 AT 321-0' O.C. MAXMUM. REFER TO MASONRY CONTROL JOINT DETAIL 1/Stb. COORDINATE LOCATIONS WITH ARCHITECTURAL. REQUIREMENT& ELEV. +16' 5.) CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOUNDATION ELEVATIONS WITH EXISTING SITE — CONDITIONS AND STEP FOOTINGS AS REQUIRED TO MAINTAIN PROPER COVERAGES - SEE DETAIL SEE FITTING OTT• DETAIL I I T-I 6.) THE SAFE ALLOWABLE SOIL WARIiG CAPACITY FOR PURPOSE OF DESIGN IS ASSUMED TO BE 2000 PS.F. 7.) Al Sol or Waste pipe or building droira under a footing or through o foundation wal i-ti 4e TWO (2) grmter thon the pipe Passing though a per q I �mw • • :a, ra • ri ri 0 rI I.�I� �•.'I.t ELEV. +16• ELEV. -32' SELECTED 90% COMPACTED SOIL (LIFTS 0 6') 16`x12' CONCRETE FOOTING 4 f 5 ROD ek 3 ST1RR UPS O 6' O.C. SECTION Q C E.EV. +6r + UP . 3/4- CDC° PLYWOOD -- TO BE GLUED & ATTACHED TO EXISTING & NEW CONC. SLAB SHOWN. USE V DIA. FLAT HEAD - ANCHOR BOLTS 0 36' O.C. ALL OVER PLACE. FOR DETAILS, CONSULT MANUFACTURER'S CATALOG. Rift oI WXAt LAYER WE WOO MW COMM 11 MA 06-COM LMNG ROOM ELEV.+6• 1•4r t t'$' 11-° 1'4r V_fr 11-V 118' 1'4• 1 *4r El EV +12' lu 1m1 alw •..r - - - atelier 5 p a c e p I a n n I n q CEMICATE OF AYHOMZAWN # 28058 Eta LTNF,RAL CON XfOR 9600 NW 56 st. 5ulte N 5 174-4, FL, 33178 305934BB42 - tdl fax 305,715.7150 aeaWWQcancwt,net t W-ECf NUMBER (10) 11 2 M0191FICATION PPDXCr AT MVOkf W5IMNCf 7/ aNf rv�. ANn Mr?5. r�L�Ot�r 51p�NC� 31e COX. PLYWOOD TO BE GLUED & ATTACHED O EXISTING & NEW CONIC. FA • HEAD-ANCHOR BLOCIONG BETWEEN 0 36' O.C. OVER DETAILS- MAXIMUM • I* WOOD FINISH CATALOG. - - -- ' - --- -- - - -- i r• •O. 11r1m i \►7 ' y 7 PA 5 . -- -- ELEV. SIDE 11 =11 11 -11- 2*Xr P.T. GLUED . NAILED ] 1�1 = n =u -��- : •r,i • POLYE1101DIE SHEETING —�— a —u —• I'w r,� E. io ROOF LOAD ANALYSIS DETAIL NOT TO SCALE LIVE LOAD - 20 PSF 00 DEAD LDAD -25 PSF WIND VELOCITY PRESSURE (P)- 51.48 PSF PER S♦ NET UPLIFT - Z281 NEW BLOCK WALL ATTACHMENT TO EXISTING WALL N.T.S. TERMITE SPECIFICATIONS 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND 4 Ear FOR RE—INSPECTION AND TREATMENT OF CONTRACT RENEVAL, � III' PROYIDED. THE SIGN SHALL BE POSTED NEW THE WATER HEATER OR ELECTRIC TYPE V MORTAR �' • +�7 PANEL S x&E!O)m=0OmQ n aAns Tn WALLS a B � 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1*-r AWAY FROM I r. SwE •. r F.F. ELEV. M' •!.•1- Y'1 1:. LAP SPLICE - 25' 1 r CONC, 3. IRRIGATION / SPRINI(LER SYSTEMS INCLUDING ALL AND SPRAY HEADS _ EM � .... 15014.4) I' X 2• PT WD Fi RIW ! 24. O.C. RETROFIT I - #5 VERT. & DOWEL 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION. BETWEEN WALL R4 2 MIN. INSULATION ON EXT. wo WALLS FROM FM M BOND BEAM COVERING AND FINAL EARTH WAX SHALL NOT BE LESS THAN 6 INCHES. IN POURED ra OVERLAP WITIAL TREATMENT DONE a• ALL EXCNAT)ON AM BAM FU IS 112 DRYNALL COMPLETE. BASE BOARD W/ Tt LANG FDERP FLESH pt 1.4 x 1.4 & SOL OISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED. (FBC IIII&II) 7 BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPSt ErC, SHALL BE MADE WITH PERMANENT • . PLASM FORMS. PERMANIENT FORMS MUST BE OF SIZE AND DEPTH ELIMINATE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. (FOC 1816.1-3) VAPOR & MINIMUM 6 MIL RETARDER MUST BE DWALLED TO PR07ECT RAINFALL DILUTION. IF RAWALL OCCURS BEFORE VAPOR RETARDER I 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST 0'1�m loin 1m1 alw •..r - - - atelier 5 p a c e p I a n n I n q CEMICATE OF AYHOMZAWN # 28058 Eta LTNF,RAL CON XfOR 9600 NW 56 st. 5ulte N 5 174-4, FL, 33178 305934BB42 - tdl fax 305,715.7150 aeaWWQcancwt,net t W-ECf NUMBER (10) 11 2 M0191FICATION PPDXCr AT MVOkf W5IMNCf 7/ aNf rv�. ANn Mr?5. r�L�Ot�r 51p�NC� 31e COX. PLYWOOD TO BE GLUED & ATTACHED O EXISTING & NEW CONIC. FA • HEAD-ANCHOR BLOCIONG BETWEEN 0 36' O.C. OVER DETAILS- MAXIMUM • I* WOOD FINISH CATALOG. - - -- ' - --- -- - - -- i r• •O. 11r1m i \►7 ' y 7 PA 5 . -- -- ELEV. SIDE 11 =11 11 -11- 2*Xr P.T. GLUED . NAILED ] 1�1 = n =u -��- : •r,i • POLYE1101DIE SHEETING —�— a —u —• I'w r,� E. io ROOF LOAD ANALYSIS DETAIL NOT TO SCALE LIVE LOAD - 20 PSF 00 DEAD LDAD -25 PSF WIND VELOCITY PRESSURE (P)- 51.48 PSF PER S♦ NET UPLIFT - Z281 NEW BLOCK WALL ATTACHMENT TO EXISTING WALL N.T.S. A e • A � t •IF� 4 .tea_ - 31- LONG MIN #5 a - #5 BAR W/ 25- BAR EPDXIED INTO %MIN. LAP SPLICE, CONC. _ 3/4 -X05' DEEP HOLE FILLED W/ SIMPSON -SET- HARDENED EPDXY CONCRETE MIN. 25- LAP 6' • f _ f + #5 RE -BAR RETROFIT DETAIL N.Y.S. TERMITE SPECIFICATIONS 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND 4 Ear FOR RE—INSPECTION AND TREATMENT OF CONTRACT RENEVAL, � III' PROYIDED. THE SIGN SHALL BE POSTED NEW THE WATER HEATER OR ELECTRIC TYPE V MORTAR �' • +�7 PANEL S x&E!O)m=0OmQ n aAns Tn WALLS a B � 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1*-r AWAY FROM I r. SwE •. r F.F. ELEV. M' •!.•1- Y'1 1:. LAP SPLICE - 25' 1 r CONC, 3. IRRIGATION / SPRINI(LER SYSTEMS INCLUDING ALL AND SPRAY HEADS _ EM � .... 15014.4) I' X 2• PT WD Fi RIW ! 24. O.C. RETROFIT I - #5 VERT. & DOWEL 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION. BETWEEN WALL R4 2 MIN. INSULATION ON EXT. wo WALLS FROM FM M BOND BEAM COVERING AND FINAL EARTH WAX SHALL NOT BE LESS THAN 6 INCHES. IN POURED ra OVERLAP WITIAL TREATMENT DONE a• ALL EXCNAT)ON AM BAM FU IS 112 DRYNALL COMPLETE. BASE BOARD W/ Tt LANG FDERP FLESH pt 1.4 x 1.4 & SOL OISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED AND FORMED. (FBC IIII&II) 7 BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPSt ErC, SHALL BE MADE WITH PERMANENT • . PLASM FORMS. PERMANIENT FORMS MUST BE OF SIZE AND DEPTH ELIMINATE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. (FOC 1816.1-3) VAPOR & MINIMUM 6 MIL RETARDER MUST BE DWALLED TO PR07ECT RAINFALL DILUTION. IF RAWALL OCCURS BEFORE VAPOR RETARDER 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOL TREATMENT. (FBC 1816.1.5) A e • A � t •IF� 4 .tea_ - 31- LONG MIN #5 a - #5 BAR W/ 25- BAR EPDXIED INTO %MIN. LAP SPLICE, CONC. _ 3/4 -X05' DEEP HOLE FILLED W/ SIMPSON -SET- HARDENED EPDXY CONCRETE MIN. 25- LAP 6' • f _ f + #5 RE -BAR RETROFIT DETAIL N.Y.S. NEW WALL SECTION PRE WD. a „Zg��! 24• o.C. I • XX '13T NAILpE�R •.- CO. ioj Izk "r l 4 W4' / IN RUhS�' 0. � III' Lj TYPE V MORTAR v If 5 024' O.C. OVERLAPPED 20' S x&E!O)m=0OmQ n aAns Tn WALLS a B � MW STD O to E?D SEE PLANS FOR LOCATION F.F. ELEV. M' •!.•1- Y'1 1:. LAP SPLICE - 25' 1 r CONC, (SEE DETAR_ I'MI DATDN) _ EM NEW WALL SECTION PRE WD. a „Zg��! 24• o.C. I • XX '13T NAILpE�R •.- CO. ioj Izk "r l 11111!! r'!�' 1, W4' / IN RUhS�' 0. � III' W! � �1+I�it�T"'"�' Efi•71��' f .� a. If 5 024' O.C. OVERLAPPED 20' S x&E!O)m=0OmQ n aAns Tn WALLS a B � MW STD O to E?D SEE PLANS FOR LOCATION LJ M' •!.•1- Y'1 1:. LAP SPLICE - 25' 1 r CONC, •.... •:a ::.7; +`114 +���*� ��. EM � .... TYPE I' X 2• PT WD Fi RIW ! 24. O.C. R4 2 MIN. INSULATION ON EXT. wo WALLS � 6r CA (EXIS 112 DRYNALL BASE BOARD W/ Tt LANG FDERP FLESH pt 1.4 x 1.4 Ltm PRODUCT • ■ ■ - • ... •.- CO. ioj Izk "r l 11111!! r'!�' 1, � III' a ]• + • , ! ! •w � �1+I�it�T"'"�' Efi•71��' f .� a. ■i ■i *' �ii�iii��� 1�' -. • r•. • E. 1 ".J rrT•.1 M' •!.•1- Y'1 1:. '_ •.... •:a ::.7; +`114 +���*� ��. 7 ,r ETA. ! ..! • � .... ► ;w7 :a;� ••{ t'i'1.. MINI NOTES: 1. ALL PRODUCTS APPROVAL INFORMATION WAS OBTAINED M FLORIDA BUI 2- ALL PRODUCT' APPROVALS LISTIED ABOVE HAVE STATEWIDE APPROVAL CONTRACTOR MUST PROVIDE PRODUCT APPROVAL PRIOR M MTALAMON. ] • IL'.••,7. I� 4 III �I 4•x4' INSPECTION PORT AT EACH FILL CELL. TIT F.F. ELEV. .,, 5�145 5W 16 If ' . �, , k7i 9m M ATLI�k COQ', i _t7 , MO CAONZ&I Z Pg. 92516 VMald Gf Boma Fatm, FL, 33496 Ri: 561.929.2154 E -MIAL: )a"eq ui com EEM ANCHORAGE '�/_ ARNE ' X 2- PT FURRING -S MiSUATWN �,: X r PT NAILER Al' a JAIPO E,Z . G. ` EXTERIOR REINFORCED CONCRETE • THROUGH BLOCK NEW • COMPLETE EXISTING WALL W111DOW H.T.S. N•TS.