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12-625-008r I SEE ROOF FRAMING PLA L. /\ I ..J I I I V V f NEW WD. TRUSSES @ 24" O.C.— SUBMIT SHOP DWGS. FOR APPROVAL BEFORE FABRICATION, 12 4 IVVIL. JLL ..111I„_LI J .J I VI\ P1LJu111tlIV ut_ukif\ uLIr11LJ 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. r WINDOW SHALL HAVE N.O.A. FROM MIAMI –DADE COUNTY C.B.S. WALL "IMPACT RESISTANT GLAZING WINDOW BUCK DETAIL N.T.S. NOTE_ PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W /MIN. 9" LADDER TYPE. GALV. REINF. TO EXTEND 4" MIN. INTO TIE COLUMN OR 8" CBS MARK r I."EINGTH, FT f T.O. FTC. ELEV. A EXISTING CBS WALL r I SEE ROOF FRAMING PLA L. /\ I ..J I I I V V f NEW WD. TRUSSES @ 24" O.C.— SUBMIT SHOP DWGS. FOR APPROVAL BEFORE FABRICATION, 12 4 IVVIL. JLL ..111I„_LI J .J I VI\ P1LJu111tlIV ut_ukif\ uLIr11LJ 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. r WINDOW SHALL HAVE N.O.A. FROM MIAMI –DADE COUNTY C.B.S. WALL "IMPACT RESISTANT GLAZING WINDOW BUCK DETAIL N.T.S. NOTE_ PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE W /MIN. 9" LADDER TYPE. GALV. REINF. TO EXTEND 4" MIN. INTO TIE COLUMN OR 8" CBS COMPACTED SOIL K'T%� SECTION L S — I SCALE : 1/2" = V -0" CONCRETE FOOTING SCHEDULE MARK WIDTH, FT. I."EINGTH, FT DEPTH, FT T.O. FTC. ELEV. EXISTING OPENING EXISTING CBS WALL REMARKS P1 16' CONT. 12' " T -4' TO BE BLOCKED UP TO REMAIN . `• min 18 in. Bend all hori- zontal beam and wall bars 18 in. around all corners. 5.Minimum cover for reinforcing steel unless otherwise noted shall be: so B. Walls exposed to the weather ...................... .............................2" C. Walls not exposed to the weather ................. ...........................3 /4" D. Beams ......................................................... ..............................1-1/2" E. Slabs on grade ........................................ .............................at centerline F. Columns ............................................................. ........................1 NEW 8" CBS WALL G. Structurals slabs ............................................ ............................3 1/2"x4" FIBERGLASS hone 301666-5151 E'__ ❑ ❑ 5 f8" STUCCO DETAIL UNDER B ense A 0003242 EXPANSION JOINT W CONTROL JOINT -SEE © 00 a.- DETAIL THIS SHEET HOWE I.� 2 #5x5'0" TOP BARS _ H CD N tL �Y .r . z > ' a: r-1 .� I— � O Q CORNERS L METAL "T" ANCHOR AT EVERY OTHER TIE DOWNS (SEE FOUNDATION be returned upon determination of intent. All drawings, specifications, designs, models, and arrangements appearing herein constitute the original and 4" CONCRETE SLAB #5 TIE -DOWN (TYP,) information contained herein without the prior consent COURSE ATTACHED EXISTING CONC. FILLED CELL W/2 —CUT NAILS W #5 TIE DOWNS FOMATION & SLAB PLAN @ 32" O.C. MAX NOTES Issue Date: Project No. W /W.W.F• 6x6x10/10 CONTROL JOINT - SEE MINIMUM (TYPICAL BOTH SIDES) r' DETAIL THIS SHEET CES NEW 4" CONCRETE SLAB W/ W.W.F. OVER 6--MIL VISQUEEN 6xrwo, OOVER Q-MIL VISQUEEN PROVIDE #9 LADDER TYPE JOINT ON WELL COMPACTED FILL NEW 112" FIBERGLASS EXPANSION JOINT AROUND PERIMETER REINFORCEMENT AT EVERYOTHER )P OF FINISH FLOOR S -1 3#5 TIE DOWNS AS O SHOWN @ EA. COURSE. CORNER NOTE: SE7SHEET S -3 FOR 8" CONC. MASONRY UNIT LAID IN ELEV. —O —()" FINISH GRADE :� .� .:�'" a' _ - © CONDITIONS FULL BED OF MORTAR. rte. yam. TYPICAL NEW TO EXISTING CBS ` WALL CONNECTION DETAIL. DETAIL (TYP.) S –� N.T.S. COMPACTED SOIL K'T%� SECTION L S — I SCALE : 1/2" = V -0" CONCRETE FOOTING SCHEDULE MARK WIDTH, FT. I."EINGTH, FT DEPTH, FT T.O. FTC. ELEV. BARS LONG WAY BARS SHM WAY REMARKS P1 16' CONT. 12' " T -4' 2 #5 - MN. 1t' T.OF BELOW GRADE min 18 in. Bend all hori- zontal beam and wall bars 18 in. around all corners. 5.Minimum cover for reinforcing steel unless otherwise noted shall be: A. Concrete deposited against the ground ........ .............................3" B. Walls exposed to the weather ...................... .............................2" C. Walls not exposed to the weather ................. ...........................3 /4" D. Beams ......................................................... ..............................1-1/2" E. Slabs on grade ........................................ .............................at centerline F. Columns ............................................................. ........................1 -1/211 G. Structurals slabs ............................................ ............................3 4" CONCRETE SLAB L= CONIROL JOINT DETAIL 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.. T /CLOSE OPENING AS PER DETAIL A/S -2 - NEW DEN TO BE REMOVED, SEE ARCH. DWGS. CLOSE OPENING AS -1 PER DETAIL A/S-1 U EXIST. BATH EXIST. CLOSET CLOSE OPENING AS PER DETAIL A/S -2 BEDROOM STARTER CONC. COL 8 "x12" W1 4 #5 VERT. BARS i #3 TIES @ 8" O.C. MAX TIE DOWNS 2#5 TIE DOWNS @ EA. CONCRETE NOTES: SIDE OF DOOR OPENING 1.AlI poured in place concrete and masonry grout shall have a minimum compression stress of 3,000 psi after 28 days, unless otherwise noted on the plans. 2.AI1 concrete work shall be in accordance with Specifications for Structural Concrete Building (ACI- 301.05) STARTER CONC. COL 8"x12" W1 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 #5 VERT. BARS B #3 TIES 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. 5.Minimum cover for reinforcing steel unless otherwise noted shall be: A. Concrete deposited against the ground ........ .............................3" B. Walls exposed to the weather ...................... .............................2" C. Walls not exposed to the weather ................. ...........................3 /4" D. Beams ......................................................... ..............................1-1/2" E. Slabs on grade ........................................ .............................at centerline F. Columns ............................................................. ........................1 -1/211 G. Structurals slabs ............................................ ............................3 /4 hone 301666-5151 4" CONCRETE SLAB L= CONIROL JOINT DETAIL 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.. T /CLOSE OPENING AS PER DETAIL A/S -2 - NEW DEN TO BE REMOVED, SEE ARCH. DWGS. CLOSE OPENING AS -1 PER DETAIL A/S-1 U EXIST. BATH EXIST. CLOSET CLOSE OPENING AS PER DETAIL A/S -2 BEDROOM STARTER CONC. COL 8 "x12" W1 4 #5 VERT. BARS i #3 TIES @ 8" O.C. MAX TIE DOWNS 2#5 TIE DOWNS @ EA. T#5 @ 48" O.C. MAX SIDE OF DOOR OPENING STARTER CONC. COL 8"x12" W1 4 #5 VERT. BARS B #3 TIES 6262 SW 40 Street @ 12" O.C. MAX NEW 1/2" FIBERGLASS EXPANSION i JOINT AROUND PERIMETER lami, Flor a 33155 SEE PLUMBING DWGS. hone 301666-5151 FOR SHOWER N DETAIL UNDER B ense A 0003242 W CONTROL JOINT -SEE © 00 a.- DETAIL THIS SHEET HOWE I.� 2 #5x5'0" TOP BARS _ H CD N tL �Y .r . z > ' a: r-1 .� I— � O Q CORNERS L 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 #5 TIE -DOWN (TYP,) information contained herein without the prior consent of N25 Architecture Co. is strictly prohibited. #5 TIE DOWNS FOMATION & SLAB PLAN @ 32" O.C. MAX NOTES Issue Date: Project No. 4gy 16, 2012 CONTROL JOINT - SEE r' DETAIL THIS SHEET CES NEW 4" CONCRETE SLAB W/ W.W.F. 6xrwo, OOVER Q-MIL VISQUEEN Drawing NO.: ON WELL COMPACTED FILL NEW 112" FIBERGLASS EXPANSION JOINT AROUND PERIMETER 1 S -1 3#5 TIE DOWNS AS O SHOWN @ EA. CORNER i rte. yam. FOUNDATION & SLAB PLAN SCALE: 1/4"= V -0" r8 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT SUNSHINE 1 (800) 432 -4770 Q IN ORDER TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. SOIL STATEMENT ON SITE OBSERVATION INDICATES UNDISTURBED ROCK /SAND WITH A MIN. I BEARING PRESSURE OF 2000 P.S.F SOIL COMPACTION NOTES: COMPACT IMPORTED FILL TO 95% OF MAXIMUM DENSITY AS PER MODIFIED PROCTOR TEST. 0 r.-6;ONC COL 8 "x1( VERT J . BARS i 005 @ 12" O.C. MA TERMITE PROTECTION FLORIDA BUILDING CODE 1816.1.7 1.AI1 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 sail 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: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services" 0 �J • � • i V G• f Y•• i •••i ••f• •• GY Y Y • • Y • • ••i i•• Y • � J 4 � Y . irc • i • Y • 4 J • f Y v i • • " A i • E Y • • , �•Ad'Ciit on••t0• •Y• i•f• • i• f• • Y Y i • • Y f • i • U •• f •• • A'Y i.A • •iU• • Tejeda Residence 5729 S.W. 60 Avenue, South Miami, FL. Professional of Record: Norman Blandon Discipline: Architecture Registration No. AR- 0016380 Structural Engineer —of— Record: Carlos J. Navarro, P.E., P.E. Lic. 035276 1 C I, 6262 SW 40 Street Suite 2A lami, Flor a 33155 hone 301666-5151 Florida Li ense A 0003242 W © 00 a.- Z LC) M �1 • •' f„j 5 I.� O LL M , _ H CD N tL �Y .r . z > ' a: r-1 .� I— � O � L 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 repro duction, use, or disclosure of the proprietary information contained herein without the prior consent of N25 Architecture Co. is strictly prohibited. Sheet Title: FOMATION & SLAB PLAN SECTIONS & DETAILS, NOTES Issue Date: Project No. 4gy 16, 2012 August 6, 2012 REV. N4. 1 Drawing NO.: Professional of Record: Norman Blandon Discipline: Architecture Registration No. AR- 0016380 Structural Engineer —of— Record: Carlos J. Navarro, P.E., P.E. Lic. 035276 1 C I,