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09-133-0029. CODES: FLORIDA BUILDING CODE 2004, LOCAL CODES AND GOVERNING REGULATIONS ACI 318-02 ACI 421.1 - R 92 A.I.S.C. NINTH EDITION N.D.S. 2001 ASCE 7-02 10. ALL CONCRETE SHALL REACH A MINIMU DESIRED ULTIMA'T'E 5TRENG7111 OF 3000 PSI IN 7 8 DAYS WITH 5" SLUMP (MAX.) UNLESS OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS A) FOOTINGS & SLA13 ON GRADE Fc = 3000 PSI B) COLUMNS AND BEAMS F'c = 3000 PST ALL CONCRETE MUST BE PLACED WITHIN 90 MIN. OF BATCH TIME ONE SET OF CYLINDERS REQUIRED FOR EVERY 50 YD. OF CONCRETE OR LESS. 11. MINIMUM CONCRETE COVER. OVER.. EINFORCING STEEL AS FOLLOWS: FOOTING 3?f COLUMNS 1-1/2tv BEAMS 1-1/2" INTERIOR SLABS 3/4" EXPOSED SLABS 1-1/21' 12. ALL MATERIALS AND FIXTURES USED MUST BE BRAND NEW, 1.3. PER THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUM. BER", THE FOLLOWING LUMBER WILL MEET THE CRITERIA: # 2 YELLOW PINE (Tf x 4"S & 2" x 6") # I HEM-FIR (2" x 8"S AND LARGER) THE LUMBER SUPPLIER TO FIRM ISHA. COPY OF THE STRESS-GRADE USED IN JOBSITE. 14. FILL COMPACTION REQUIREMENT: FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE, .AS DE'I'ERMINED BY THF MODIFIED PROc'rOR'rhS'r COMPACTION LAYERS NOT TO EXCEED 12". SLABS ON FILL TO BE PLACED ON A CHECKERBOARD PXI'TERN, Wl"11-1 POURS LIMITED TO AS SHOWN ON PLANS. PROVIDE VAPOR BARRIER BELOW ALL SLAB ON FILL (6 MIL VAPOR BARRIER). 15, F.B.C. 1821.1.1 A MINI. OUTSIDE FINISH GRADE OF 12 INCHES ABOVE TI-IE BOTTOM OF THE EXTERIOR MONOLITHIC FOOTING SHALL BE REQUIRED, BUT IN NO CASE SHALL THE OUTSIDE FINISH GRADE BE ABOVE THE TOP OF THE THE FINISH SLAB SURFACE, 4 concrete pad W.W.F. STRUCTURAL NOTES with 2 layers of L INSPECTIONS OF SITE INDICATE THAT EXISTING Q (all around) SOIL IS CAPABLE OF WITHSTANDING 2000 PST' Cbecked By: EL < SOIL PRESSURE. IF OTHER. CONDITIONS OCCUR T....... ....... ....... . . ....... ....... ........ ....... ....... .... .. .. . . ... . .. ..... . ........ .. ... ...... ....... ....... ..... .... .... .. ....... ....... ....... ....... ....... ...... ....... .... ... 7 . . ......... NOT11"Y''I'l-IIS OFFICE. . ...... .... ..... 2. ALL RLIN"FORCEMENTSHALLBE 60,000 PSI -No, Description Date, MINIMUM YIELD NEW BILLET STEEL IN c7 ACCORDANCE WITH ASTM A615 GRADE 60. ALL BAR LAPS SHALL HAVE MINIMUM OF 36 BAR DIAMETER PLACING OF REINFORCEMENT SFIALL CONFORM TOTHEt O LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. USE CORNER. BARS IN O ALL FOUNDATION CORNERS TO MATCH cG6WAY4 REINFORCEMENT SIZE AND SPACING. 3. ALL STRUCTURAL STEEL SHALL BEAS)TIVI. A-36 STEEL ALL BOLTS SHALL BE ASTM ,A-325 GRADE. ALLANICHOR. BOLTS SHALL BE ASTM A-307 GRADE. 4, All, STRUC11TRAL STEEL SHALL BE FREE OF SCALE,RUST, 011, AND OTHER DELETERIOUS MATERINL AN) SHALL BE COATED WITH RUST' INHIBITIVE PAINT. 5. ALL LUMBER SHALL BE So YLW PINE GR. #2 OR BETTER. 6. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SMALL BE PRESSURE TREATED, HAVE ANAPP"ROVED SEPERATING, MATERIAT,, OR 14AVE GALVANIZED ANCHOR SEAT, 8 7. COORDINATE ALL STRUCTURAL WORK WITH ARCHITECTU RAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS DIMENSIONS OF ALL PROJECT REQUIREMENT& THE s*rRUCTURAL SYSTEM FOR THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION. '111 IE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. WIND LOAD: 1.46 MPII PER ASCE 7-02 E IMPORTANCE FACTOR.: 1.0 CL V) u EXPOSURE C WIND DIRECTIONALITY FACTOR Kd=1.0 INTERNAL PRESSURE 8.3 PSF WITH 0.18 COEFFICIENTS Wo V Z, E UP VP M C tt Wn 9. CODES: FLORIDA BUILDING CODE 2004, LOCAL CODES AND GOVERNING REGULATIONS ACI 318-02 ACI 421.1 - R 92 A.I.S.C. NINTH EDITION N.D.S. 2001 ASCE 7-02 10. ALL CONCRETE SHALL REACH A MINIMU DESIRED ULTIMA'T'E 5TRENG7111 OF 3000 PSI IN 7 8 DAYS WITH 5" SLUMP (MAX.) UNLESS OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS A) FOOTINGS & SLA13 ON GRADE Fc = 3000 PSI B) COLUMNS AND BEAMS F'c = 3000 PST ALL CONCRETE MUST BE PLACED WITHIN 90 MIN. OF BATCH TIME ONE SET OF CYLINDERS REQUIRED FOR EVERY 50 YD. OF CONCRETE OR LESS. 11. MINIMUM CONCRETE COVER. OVER.. EINFORCING STEEL AS FOLLOWS: FOOTING 3?f COLUMNS 1-1/2tv BEAMS 1-1/2" INTERIOR SLABS 3/4" EXPOSED SLABS 1-1/21' 12. ALL MATERIALS AND FIXTURES USED MUST BE BRAND NEW, 1.3. PER THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUM. BER", THE FOLLOWING LUMBER WILL MEET THE CRITERIA: # 2 YELLOW PINE (Tf x 4"S & 2" x 6") # I HEM-FIR (2" x 8"S AND LARGER) THE LUMBER SUPPLIER TO FIRM ISHA. COPY OF THE STRESS-GRADE USED IN JOBSITE. 14. FILL COMPACTION REQUIREMENT: FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE, .AS DE'I'ERMINED BY THF MODIFIED PROc'rOR'rhS'r COMPACTION LAYERS NOT TO EXCEED 12". SLABS ON FILL TO BE PLACED ON A CHECKERBOARD PXI'TERN, Wl"11-1 POURS LIMITED TO AS SHOWN ON PLANS. PROVIDE VAPOR BARRIER BELOW ALL SLAB ON FILL (6 MIL VAPOR BARRIER). 15, F.B.C. 1821.1.1 A MINI. OUTSIDE FINISH GRADE OF 12 INCHES ABOVE TI-IE BOTTOM OF THE EXTERIOR MONOLITHIC FOOTING SHALL BE REQUIRED, BUT IN NO CASE SHALL THE OUTSIDE FINISH GRADE BE ABOVE THE TOP OF THE THE FINISH SLAB SURFACE, rn.... 4 concrete pad W.W.F. ........... .. ............ 11 ....... ....... with 2 layers of ........... ...... ... ....... ... . ................ w................. W/ 8X12 thickened edges Q (all around) a, a Cbecked By: EL < Job Number: 100 T....... ....... ....... . . ....... ....... ........ ....... ....... .... .. .. . . ... . .. ..... . ........ .. ... ...... ....... ....... ..... .... .... .. ....... ....... ....... ....... ....... ...... ....... .... ... 7 . . ......... . ...... .... ..... ............... �f xi ....... . ...... . ..... . ..... ............... .. .... ....... . ... - ------------------------------ + rn.... Scale: VAIIIIIS ........... .. ............ 11 ....... ....... ....... ........ . ..... . E ........... ...... ... ....... ... . ................ w................. ............ . ... .. .... ...... . . . ....... . . - . . ....... ....... Q Drawn By: EL a, a Cbecked By: EL Job Number: 100 Z5 N............ h�� Revisions -No, Description Date, c7 ID FIE= T-W 16-10" PROPOSED PLAN SCALE: 114r r Off N 1*� aluminum gate ]HU, I.m]UHHHHU U HU U; U H ............ .......... .......... ................ ... 4 --------------- aluinn. base w/ ribbeted bolts painted black to match gate PROPOSED FRONT ELEVATION SCALE: .114" = I ,- 0" 4'4' 1 T-011 16-5" top mounted lamps (4 typ.) to be chosen by owner aluminum picket -fence (black finish) typical 5/8" stucco wall-(t , ff . ypical - finish rind color to-match existing house Provide door bell & mail box w/ house number-9 on pilaster 214T GENERAL NOTES 1, THE WORK. SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING, EXTENDING, CONNECTING, REPAIRING, ADAPTING, AND OTHER. WORK COINCIDENTAL HERE TO, TOGETHER WITH SUCH TEMPORARY INSTALLATIONS AS MAY BE NECESSARY TO SATISFY THE DEMOLITION PROGRAM. APPROVAL SHALL BE SECURED FROM THE ARCHITECT PRIOR TO CUTTINT TG/DRILLING ANY STRUCTURAL ;SUPPORT. 2, ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION. OF .ANY PIECE OF EQUIPMENT SHALL BE REPAIRED .AND FINISHED AS REQUIRED TO MATCH. EXISTING CONDITIONTOR AS DIRECTED BY THE ARCHITECTURAL DRAWINGS, OR OWNER'S REPRES ENTATIVE. 3. All, ELECTRICAL AND PLUBTNTIG LINES WHICH R.FQLIRE REMOVAL ORALTFRATIONARE TO BE DONE SO BN.- 11 'HE CONTRACTOR. LINES TO BE CAPPED AN) PREPARED FOR REMOVAL OR REROUTING AS SPECIFIED ON THE PLANS, 4. 17HISPLAN SHALL BE FULLY COORDINATED WITH .ALL OTHER APPLICABLE PLANS. ELECTRICAL DRAWINGS FOR, FUR11TER. IN FORMATI.G.N. 5. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS GENERATED BY THE WORK REQUIRED. 6. ADVISE ARCHITECT OF ANY CONDITIONS THAT MAY INTERFERE WITH SCOPE OF WORK. 7. GENERAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF WORK TO BE REMOVED, REPLACED, OR ALTERED PRIOR TO SUBMITTING BIDS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES AND OMISSIONS WHICH WOULD INTERFERE WITH "THE SATISFACTORY COMPLETION OF WORK. 8. CONTRACTOR SHALL VERIFY' LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK TO ENSURE TIE UTILITIES WILL NOT BE DAMAGED DURING THE COURSE OF CONSTRUCTION. 9. PROVIDE ALL CUTTING AND PATCHING OF CONCRETE SLAB FORTiIE PURPOSE OF INSTALLING PIPPING AND CONDUIT OF ANY ELECTRICAL, MECHANICAL, AND PLUMBING WORK AS REQUIRED. DEMOLITION INDEX WALL SECTION S T, ON WHICH SECTION IS SHOWN DETAIL Al w -o SLIT. ON WHICII DETAIL IS SHOWN ON SITE OBSERVATION INDICATE, S UNDISTURBED ROCK/SANTD WITH A MINIMUM BEARING PRESSURE OF 2,000 POUNDS PER SQUARE FOOT. 48 HOURS PRIOR TO CONSTRUCTION' 'rhE CONTRACTOR STIALL CONTACT U.N.C.L.E. 1 (800) 432-4770 IN ORDER TO LOCATE ALL EXISTING UNI')ER(7'ROU'N'l)'UTII:,II'IES, INC PRECAST CAP DETAIL �k .......... STUCCO BAND DETAIL NTS - N �17 Scale: VAIIIIIS Date: 1-19-09 � 0 Q Drawn By: EL a, a Cbecked By: EL Job Number: 100 N............ h�� NTS 21-Ott NOTES: L stagger blocks in running bond pattern 2. Provide 8" cap :for block, column w/ 3 #5's each way at center line 3. Fill all cells with grout PLAN OF PILASTER (6 typical) SCALE: .112 .1 !- Off I drill and epoxy 1/2" threaded rod into pre-cast concrete cap and fill with epoxy at all comers 811 conc. 'cap W/ 3# 5's each wa; @ mid deptb 241t x 24" blo6k- columns with vertical steel in each cell i fill all cells solid w/ grout (,see colunin plan) shell. stone finish all around pil to match existing house (typica Existing WP -1. drive Size: 32" wide x 14" decp Longitudinal reinf: 311,5's motorized gates Transverse reinf. #5's @ 14" c V* . ....... ....... ...... ....... ....... ....... ....... ........ .... ....................... ....... ....... ....................... ....... ... ............................. 1 3 ........... .. ......... ... ...... ................... * * "�;T ............ .... ....... I ..... . ... I&V T-O" aluminum motorized gate (slider type) alumn. base w/ ribbeted bolts painted black to match gate (typ.) 14' T-01t $see 9400 0 a 0 a • 0 0 • • CIA f DETAIL I tpilaster - 6 typical SCALE: 112" . ..... 1'- 0" precast concrete cap see detail this sheet I aluminum. posts and pickets (211 X2" posts and I "x I" pickets) stugco'--and We detail this sheet)`, typical and secs 8 x 8" conc. cap .............. w/ 2 A 5's continuous 5/8" thick stucco. Finish to match existing house (typical) - sou + =M- -H - LDWIG 01 STP fTVR 32" "-]AA 8 masonry wall w/ #5's Ca), SE Ej 00 00 O.C. with 30" lap minimumi fill cells solid. w/ grout C- 0 BY, WF-1. .. Size: 32" wide x 14" deep 39 5s Longitudinal rcinf. TranSM-Se Minf. /15's @ 14" o.c. SECTION I (Pdvacy wall.) SCALE: 112" = I ►- 0" L2L DESIGN 0 0 1,06M.0028727 Principal Esteban R. L2torre N €3.92712 11401. S. 109 COURT MIAMI, FLORIDA. 33176 305 979. 9725 Seat_ 71' rn 4. 14 CT10t,,' Shoot Number A.l Scale: VAIIIIIS Date: 1-19-09 � 0 Q Drawn By: EL a, a Cbecked By: EL Job Number: 100 Submittal: -- h�� Revisions -No, Description Date, c7 O O cG6WAY4 CT10t,,' Shoot Number A.l Scale: VAIIIIIS Date: 1-19-09 Project Designer EL Drawn By: EL Cbecked By: EL Job Number: 100 Submittal: -- File: Revisions -No, Description Date, I RD Comment 3/2.109 CT10t,,' Shoot Number A.l