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12-625-009SEE ROOF FRAMING PLA TOP OF FINISH FLOOR ELEV. —8_2" (VERIFY TO MATCH EXISTING) NEW 8" CBS WALL- 5/8" STUCCO — TIE DOWNS (SEE FOUNDATION PLAN --- TOP OF FINISH FLOOR ELEV. – 0---0" FINISH GRADE NEW WD. TRUSSES @ 24" O.C. --- SUBMIT SHOP DWGS. FOR APPROVAL BEFORE FABRICATION--, 12 41 r. • BEAM B---2 I CONC. WINDOW SILL 8 "x4" MIN. W/ 2 #4 HOR. BARS 00 –1/2%4" FIBERGLASS EXPANSION JOINT –4" CONCRETE SLAB W /W. W.F. 6x6x1 O/10 OVER 6--MIL VISQUEEN —12 12 « C) 1, -4„ COMPACTED SOIL 1 SECTION S _ SCALE : 1/2" = V-0" CONCRETE FOOTING SCHEDULE MARK WIDTH LEND MpM BARS BARS TM, T.o. LoNCa SHORT FT. FT FT EMY. WAY WAY REMARKS 16' cc w. 12' -T -4' 2 #5 .. KW 17 T.OF. BELOW GRADE CONCRETE NOTES: • 1.AI1 poured in place concrete and masonry grout shall have a minimum compression 3,000 psi after 28 days, unless stress of otherwise noted on the plans. 2.All concrete work shall be in accordance with Specifications for Structural Concrete Building (ACI- 301.05) 3.Reinforcing steel shall be deformed bars and shall have a minimum yield strength of 60,000 psi Grade 60 and meet ASTM A--615 specifications. 4.Reinforcing steel shall be lapped a minimum of 36 bar diameters, min 18 in. Bend all hori- zontal beam and wall bars 18 in. around all corners. – construction 5.Minimum cover for reinforcing steel unless otherwise noted shall be: soil treatment for protection against subterranean A. Concrete deposited against the ground ........ .............................3" B. Walls exposed to the weather.. " building C. Walls not exposed to the weather ............................................ 3 /4" TYPICAL NEW TO EXISTING CBS D. Beams...... 1-1/2" E. Slabs on grade CONNECTION DETAIL. ........................................ ....•........................at centerline F. Columns. DETAIL (TYP.) .. ............................... .............. .........................11 /2„ G. Structurals slabs ................. 3/4" — ,:- ._.-._, - �— crti•�:.�Y`.,. ."""- rte.- �_•.- ti —,,,.� -�w�.w':_,. �y�,��_ 00,,00 �. /- -REINFORCED GROUTED CELL, TYP. 1" x 4" P.T. WOOD BUCK W/ 3/16" x 2 3/ TAPCON SCREWS @4" FROM THE END & 15" O.C. MAX. WINDOW SHALL HAVE N.O.A. FROM MIAMI —DADE COUNTY IMPACT RESISTANT GLAZING WINDOW BUCK DETAIL N.T.S. NOTE: PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W /MIN. 9" LADDER TYPE. REINFORCEMENT TO EXTEND INTO TIE COLUMN OR a" CBS MIN. 4 ". EXISTING OPENING EXISTING CBS WALL TO BE BLOCKED UP TO REMAIN • • ,.. «. FLORIDA BUILDING CODE 1816.1.7 all 1.All buildings shall have preconstruction treatment protection against subterranean termites. The rules and laws as established METAL "T" ANCHOR AT EVERY OTHER COURSE ATTACHED TO EXISTING CONC. FILLED CELL W/2 -CUT NAILS MINIMUM (TYPICAL BOTH SIDES) – construction PROVIDE #8 TRUSS TYPE JOINT soil treatment for protection against subterranean REINFORCEMENT AT EVERYOTHER COURSE. building S" CONC. MASONRY UNIT LAID IN FULL BED OF MORTAR. TYPICAL NEW TO EXISTING CBS WALL CONNECTION DETAIL. A DETAIL (TYP.) -1 SCALE : 1/4" - 1'-p" 4" CONCRETE SLAB CON RO JOINT GENERAL , STRUCTURAL NOTES: 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING -- IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 2. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, CONDITIONS AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT /ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISH REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 4. AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR HEAT) E. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC PROPERTY OR TO ANY PUBLIC UTILITIES, 5. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. 6. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 7. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. S. SUBMIT ONE SEPIA AND ONE SHOP DRAWINGS FOR ARCHITECT /ENGINEER REVIEW BEFORE START FABRICATION. 9. SHOP DRAWINGS FOR MATERIALS FABRICATION SHOULD BE SUBMITTED FOR ARCHITECT /ENGINEER REVIEW TO VERIFY COMPLIANCE WITH PLANS, SPECIFICATIONS, CODE, AND INTENT OF THE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING FIELD DIMENSIONS ARE USED AS APPROPRIATE., N 48 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT SUNSHINE 1 (800) 432 --4770 IN ORDER TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. SOIL STATEMENT ON SITE OBSERVATION INDICATES UNDISTURBED ROCK /SAND WITH A MIN. BEARING PRESSURE OF 2000 P.S,F SOIL COMPACTION NOTES: COMPACT IMPORTED FILL TO 95% OF MAXIMUM DENSITY AS PER MODIFIED PROCTOR TEST. )L ;"x1 f TARS & D.C. MA TERMITE PROTECTION • • ,.. «. FLORIDA BUILDING CODE 1816.1.7 1.All buildings shall have preconstruction treatment protection against subterranean termites. The rules and laws as established by the Florida Department of Agriculture and Consumer Services shall be deemed as approved with respect to pre – construction soil treatment for protection against subterranean termites. A Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains • the following statement: •i4i • Y 4 "The building has received a complete treatment for the r S 01 prevention of subterranean termites. Treatment is in R�3 ti accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services" 0000 ... • • ,.. «. , _Suite 2A Iami, Flor, a 33155 hone 30 666 -5151 ••• ••• • • • •i4i • Y 4 • •• • ... Additid n't�ra:�:� 4.4 to ••tN 0900• ••• 9••4 •4t• 9 • • 9 Teie8a• Rsl •En'ce9.'. 5729 S.W. 60 Avenue, South Miami, F-L. 0 ►�—� :. C CZJ W This drawing and /or specification is /are provided as an instrument of service by N25 Architecture Co. and is /are intended for use on this project only. This drawing remains the property of N25 Architecture Co. and shall be returned upon determination of intent, All drawings, specifications, designs, models, and arrangements appearing herein constitute the original and unpublished work of N25 Architecture Co. Any reproduction, use, or disclosure of the proprietary in contained herein without the pnor consent of N25 Architecture Co. is strictly prohibited. Sheet Title: FOUNDATION & SLAB PLAN SECTIONS & DETAILS, NOTES Issue Date: Project No. 16.2012 Drawing No.: (11 1A TProfessional of� Record: Norman Blandon 'TI(Discipline: TArchitecture Registration No. AR- 0016380 i,. , Structural Engineer —of— Record: :.Garbs J. Navarro, P.E., P.E. Lic. 035276 J Y'- k. 6262 S 40 Street _Suite 2A Iami, Flor, a 33155 hone 30 666 -5151 Florida 4 ense A 0003242 0 ►�—� :. C CZJ W This drawing and /or specification is /are provided as an instrument of service by N25 Architecture Co. and is /are intended for use on this project only. This drawing remains the property of N25 Architecture Co. and shall be returned upon determination of intent, All drawings, specifications, designs, models, and arrangements appearing herein constitute the original and unpublished work of N25 Architecture Co. Any reproduction, use, or disclosure of the proprietary in contained herein without the pnor consent of N25 Architecture Co. is strictly prohibited. Sheet Title: FOUNDATION & SLAB PLAN SECTIONS & DETAILS, NOTES Issue Date: Project No. 16.2012 Drawing No.: (11 1A TProfessional of� Record: Norman Blandon 'TI(Discipline: TArchitecture Registration No. AR- 0016380 i,. , Structural Engineer —of— Record: :.Garbs J. Navarro, P.E., P.E. Lic. 035276 J Y'- k.