Loading...
16-3086RENOVATION/ utmuLi i ivn DUE TO THE NATURE OF THE WORK, & LACK OF 'AS— BUILT' DRAWINGS, THE CONTRACTOR SHALL USE THE UTMOST CARE WHILE REMOVING, ALTERING OR DEMOLISHING ANY PART OF THE STRUCTURE. CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO INSURE THE HEALTH & SAFETY OF ALL PERSONS, & SHALL COMPLY WITH ALL OSHA REQUIREMENTS. ALL WORKERS SHALL WEAR PROTECTIVE SAFETY EQUIPMENT AS REQUIRED. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS AND/ OR DISCREPANCIES DUE TO "AS BUILT CONDITIONS" SHALL BE MADE KNOWN TO THE ARCHITECT, PRIOR TO CONSTRUCTION FOR REVIEW AND RECOMMENDATION. THE CONTRACTOR SHALL ACQUAINT THEMSELVES WITH THE EXISTING STRUCTURE PRIOR TO CONSTRUCTION. ANY CONDITIONS NOT SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWING. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THIS OFFICE PRIOR TO CONSTRUCTION. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND CORRECT. THE CONTRACTOR SHALL PROVIDE THE NECESSARY TEMPORARY CLOSING OF ALL NEW OPENINGS IN WALLS, ROOFS OR FLOORS AT THE END OF EACH DAY'S WORK TO KEEP THE BUILDING WEATHER TIGHT AND SECURE. THE ENGINEER & HIS OFFICE SHALL NOT BE RESPONSIBLE OR LIABLE FOR THE INTEGRITY OR CORRECTNESS OF THE EXISTING BUILDING AND IT'S COMPONENTS. THE CONTRACTOR SHALL PROVIDE PROPER SHORING OF ALL STRUCTURAL MEMBERS THAT WILL REMAIN, PRIOR TO THE REMOVAL OF EXISTING SUPPORTS. EXISTING ROOF MUST BE PROPERLY SHORED PRIOR TO REMOVAL OF ANY EXISTING BEARING WALLS, WOOD POSTS OR COLUMNS. ARCHITECT/ ENGINEER SHALL NOT BE LIABLE FOR THE PROPER PROCEDURE OF REMOVAL & SHORING WORK OF STRUCTURE BEING ALTERED AND/ OR REM IF A STRUCTURAL COMPONENT IS TO BE ALTERED, REMOVED OR DEMOLISHED A STRUCTURAL ENGINEER SHALL BE RETAINED FOR DIRECTION. STRUCTURAL INTEGRITY SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING WORK, FURNISHINGS, AND FIXTURES/ APPLICANCIES THAT ARE TO BE RETAINED, SO THAT THEY WILL NOT BE DAMAGED. THE CONTRACTOR SHALL PATCH, REPAIR OR REPLACE EXISTING WORK DAMAGED BY NEW CONSTRUCTION. CONC. LINTEL 'CASTCRETE' TYP DOOR/ M. 0. OPEN'G IN BLK. WALL v4r = r -c # 5 X 2' DOWEL TO EXIST. SLAB 6" EMBED 2 PART EPDXY TYP.\ 2' O.C. EXISTING FOOTING TO REMAIN CONCRETE FOUNDATION SCHEDULE MARK SIZE REINFORCEMENT BOTT TOP MIDDLE MF—20 20"W X16"D CONT. CONC. FTG. MONOLITHIC 2 #5 1 #5 MONOLITHIC FOOTER CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCEMENT HOOPS REMARKS C-1 8"X 8" FILLED {ELL 1 # 5 NONE 3000 PSI NEW 4' OVER POUR SEE FOUNDATION, a 1 1/2" BLK RECESS o 7 'tt.••'..' t—T' 2 •t• _..— 14rkA.V! CUT EXISTING SLAB BACK 16' TO ALLOW FOR NEW 16x20 FOOTING T SLAB DETAIL CONC. LINTEL 'CASTCRETE' SEE LINTEL SCHEQULE EXISTING BEAM ADD ) # 5 FOR OPENINGS GREATER THAN 4'-4" TYP. WINDOW/ M. 0. OPEN'G IN BLK. WALL 52'-5' :#*4 FUSnNG DINING ROOM # 5 X 2' DOWEL TO EXIST. ( 1 SLAB 6" EMBED 2 PART U EPDXY TYP. 2' O.C. ® 0 E03MG ::~ 4 ` :.:: ..: j . - '• WASH ' ` , A ~ • DRY LIVING ROOM r• �.,• is 't. w• r. ti' �•,' r. r•r • V • I;Q •,,IYW, I' 'I•• .•AIS I '•:. :.75' : rte'~, ,' '• '''''�'' !. cLo •�+r'. ,,Q'•�•Q'•'•.FJWfS�•f,`�,�QRr.• ••4. .t.,... L ; -• a s••,� �. •r 6, •. •':: . ...T: :, � ,.•: t; bar•., s•t �.•• -'!`•i~ •. . i• rr 1, .~ •'• •, :t. r••�rr ', •. i .. terM '� A —¢ �. 6E f1 $.&$ DATE k.:; ..y ., ..,.•• ' •.,• ., �. • ••s' '••, • 'r; ....Ara •• r:'',`,wti .:+• � �,TC6'�'�Cl$ %� `•iit,•. :. � ;•-t••`. ,,T� r ,,, s.*.�7: r.� -;. `:. 'sir.: {' :� t! +a..\ t'rs..:l .::s. " :•a'.. 04 t.• +.a 't`.''.: :� 3 iU(i1Pi r• •A+;, ♦ : .17••.• , •+;. rf:r '.••"�' /(1� f0 :;uii2tttC�� ire; fice .thy b ter , a. C-1 (_j �U! u:•orr'c in�oi��d an CP�iS r� eir�ri s�iait ,'" �� sfis Of FOUINUATIUN vLAiN Vr = Mr 5/8' STUCCO OVER B'CMU BLOCK 5 @ 48' ❑/C ' MIN. EMBED NEW 16x24 FO❑TING W/ (2) #5 CONT. BOTTOM (1) #5 CONT TOP 30" BENT BAR LAP SPLICE 30" LAP AT EACH CORNER --,(TYPICAL) (1 EA.)#5 VERT. IN CONC. — FILLED C.M.U. BELOW J U o� (2 EA.)#5 TOP & BOTTOM j (SEE BEAM DETAIL) 9 GA HORIZONTAL REINFORCEMENT # 5 DOWN BAR 36" ABOVE SLAB 12" HOOK AT FOOTING 8"X8"X16" CORNER DETAIL KNOCK OUT REINFORCED MASONRY WALL NOTES 1. HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm=2,000 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1 SPECIFICATIONS. 2. QUALITY ASSURANCE INSPECTIONS ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE INSPECTOR SHALL INSPECT THE FOLLOWING: A. PLACING OF THE REBARS IN THE CELLS (POSITION IN THE CELL, LAPPING AND SPLICES, BAR SUPPORT AT 10 FT. HEIGHTS). B. VERIFY CLEANLINESS OF THE CELLS TO BE GROUTED. INSPECTION HOLES AND THE BOTTOM OF THE POUR AND MORTAR PROJECTING INTO CELLS TO BE GROUTED. C. OBSERVE AND BE PRESENT DURING THE PLACING OF THE GROUT OR CONCRETE INTO THE VERTICAL CELLS. D. THE ABOVE APPLIES FOR MASONRY BEAMS AND BOND BEAM INSPECTION AS WELL. 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M". 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION (AT 10 FT. VERTICAL SPACING). (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. (F) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 4 FT. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'-4" O.C. VERTICALLY) ,LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. REVISIONS BY 4 .. r l oo O Z WL`_''O a LF= � 00 fill 1� Q1 N 0 L- w °' z O � X O oLL. J J p Lum R „ CD N O0 J I U� O Qo Rui d DRAWN BY: CARLOS VHACA► 300 RIOMAR DRIVE PORT SAINT LUCIE FLA PHONE: 561- 445- 9661 EMAIL: carlosvilacal live.com DATE 7-11-16 E.A.B. SCALE: Vr = Mr PROJECT: ALEXTSE DENTS COL. STL. (SEE WALL SE AMIN. 4" MINF- (1) # 5 (1) # 5 MIM. MIM. FORM & POUR SOLID —MI 6" DP. (TEA. SILL ). CONC. BLK. WALL ADD ) # 5 FOR OPENINGS GREATER THAN 4'-4" TYP. WINDOW/ M. 0. OPEN'G IN BLK. WALL 52'-5' :#*4 FUSnNG DINING ROOM # 5 X 2' DOWEL TO EXIST. ( 1 SLAB 6" EMBED 2 PART U EPDXY TYP. 2' O.C. ® 0 E03MG ::~ 4 ` :.:: ..: j . - '• WASH ' ` , A ~ • DRY LIVING ROOM r• �.,• is 't. w• r. ti' �•,' r. r•r • V • I;Q •,,IYW, I' 'I•• .•AIS I '•:. :.75' : rte'~, ,' '• '''''�'' !. cLo •�+r'. ,,Q'•�•Q'•'•.FJWfS�•f,`�,�QRr.• ••4. .t.,... L ; -• a s••,� �. •r 6, •. •':: . ...T: :, � ,.•: t; bar•., s•t �.•• -'!`•i~ •. . i• rr 1, .~ •'• •, :t. r••�rr ', •. i .. terM '� A —¢ �. 6E f1 $.&$ DATE k.:; ..y ., ..,.•• ' •.,• ., �. • ••s' '••, • 'r; ....Ara •• r:'',`,wti .:+• � �,TC6'�'�Cl$ %� `•iit,•. :. � ;•-t••`. ,,T� r ,,, s.*.�7: r.� -;. `:. 'sir.: {' :� t! +a..\ t'rs..:l .::s. " :•a'.. 04 t.• +.a 't`.''.: :� 3 iU(i1Pi r• •A+;, ♦ : .17••.• , •+;. rf:r '.••"�' /(1� f0 :;uii2tttC�� ire; fice .thy b ter , a. C-1 (_j �U! u:•orr'c in�oi��d an CP�iS r� eir�ri s�iait ,'" �� sfis Of FOUINUATIUN vLAiN Vr = Mr 5/8' STUCCO OVER B'CMU BLOCK 5 @ 48' ❑/C ' MIN. EMBED NEW 16x24 FO❑TING W/ (2) #5 CONT. BOTTOM (1) #5 CONT TOP 30" BENT BAR LAP SPLICE 30" LAP AT EACH CORNER --,(TYPICAL) (1 EA.)#5 VERT. IN CONC. — FILLED C.M.U. BELOW J U o� (2 EA.)#5 TOP & BOTTOM j (SEE BEAM DETAIL) 9 GA HORIZONTAL REINFORCEMENT # 5 DOWN BAR 36" ABOVE SLAB 12" HOOK AT FOOTING 8"X8"X16" CORNER DETAIL KNOCK OUT REINFORCED MASONRY WALL NOTES 1. HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm=2,000 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1 SPECIFICATIONS. 2. QUALITY ASSURANCE INSPECTIONS ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE INSPECTOR SHALL INSPECT THE FOLLOWING: A. PLACING OF THE REBARS IN THE CELLS (POSITION IN THE CELL, LAPPING AND SPLICES, BAR SUPPORT AT 10 FT. HEIGHTS). B. VERIFY CLEANLINESS OF THE CELLS TO BE GROUTED. INSPECTION HOLES AND THE BOTTOM OF THE POUR AND MORTAR PROJECTING INTO CELLS TO BE GROUTED. C. OBSERVE AND BE PRESENT DURING THE PLACING OF THE GROUT OR CONCRETE INTO THE VERTICAL CELLS. D. THE ABOVE APPLIES FOR MASONRY BEAMS AND BOND BEAM INSPECTION AS WELL. 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M". 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION (AT 10 FT. VERTICAL SPACING). (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. (F) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 4 FT. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'-4" O.C. VERTICALLY) ,LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. REVISIONS BY 4 .. r l oo O Z WL`_''O a LF= � 00 fill 1� Q1 N 0 L- w °' z O � X O oLL. J J p Lum R „ CD N O0 J I U� O Qo Rui d DRAWN BY: CARLOS VHACA► 300 RIOMAR DRIVE PORT SAINT LUCIE FLA PHONE: 561- 445- 9661 EMAIL: carlosvilacal live.com DATE 7-11-16 E.A.B. SCALE: Vr = Mr PROJECT: ALEXTSE DENTS 52'-5' 52'-5' O 0 EXISTNG O 0EXUI TNG EX%vMG G BED ROOM EXIST�TG P�T�G BED ROOM DIMING ROOM DINING ROOM BED ROOM ® BED ROOM 14141.1. \ 8" FLEX TO EXISTING 0 O A/C UNIT cc'm LEZ::j • 0 �1 FMEMG NEW R/A. NEW R/A. w H ExisT. EXLSMG WASH LIVING ROOM °RY LIVING ROOM EXLSMG EDUSMG BED ROOM1 Ox1 O EX BED ROOM 250 C M N 'NEW T TO N EXISTI G A/C NEW FA ILY ROOMo° � oo W MI RO ho O EX. EXISTING ROOF ��` E TING ❑❑F N N O BEAM TO REMAIN O FRA G T EMA 3 O (A b'~ ~ A= NEW SIMPS❑N 0 MTS18 STRAP FROM EXISTING WOOD BEAM EXISTING ROOF O TO NEW BOND BEAM FRAMING TO REMAIN O ELECTRICAL LEGEND O EXISTING FLAT ROOF TO REMAIN 00� SYMBOL DESCRIPTI❑N SYMBOL DESCRIPTI❑N S; s. N O O CLG, MOUNTED LIGHT 11 SECURITY SPOT LIGHTS R-19 NSUL. Act AO EXISTING ROOF WALL MOUNTED LIGHT 4 TELEPHONE JACK © BEAM TO REMAIN QG SWITCH - TELEVISI❑N OUTLET �r F O \ 5/8" DRYWALL W/ C1)D #5CONT, CONNECT NEW ELECTRICAL RECEPTACLES TO EXISTING SPARE CURCUIT 1 # 5 VERTICAL IN BLOCK CELL FILLED WITH CONC. (SEE FOUNDATION PLAN) D F-� I F-1 L (FOR DOORS) 2 x 4 P.T. WOOD BUCK WITH 1/4" x 3 1/2" TAPCON SCREW ® 6" O.C. FROM THE ENDS AND ELSEWHERE (FOR WINDOWS) 3/4" x 4 P.T. WOOD BUCK WITH 1/4" x 2 1/2" TAPCON SCREW ® 4" O.C. FROM THE ENDS 15" O.C. MAXIMUM ELSEWHERE DOOR/WINDOW BUCK DETAIL NEW FLOOR PLAN Vf = 1'-0' WINDOW / DOOR SCHEDULE WIND PRESSURES GROUND FAULT INDICEta w HI -HAT' 396 RIOMAR ARC FAULT INDIC W ELECTRICAL METER ® ELECTRICAL PANEL Q DISCONNECT O SPECIAL RECEPTACLE �P SPEAKER SINGLE HUNG TRACK LIGHTING IMPACT RESISTANT +43 �— CONNECT NEW ELECTRICAL RECEPTACLES TO EXISTING SPARE CURCUIT 1 # 5 VERTICAL IN BLOCK CELL FILLED WITH CONC. (SEE FOUNDATION PLAN) D F-� I F-1 L (FOR DOORS) 2 x 4 P.T. WOOD BUCK WITH 1/4" x 3 1/2" TAPCON SCREW ® 6" O.C. FROM THE ENDS AND ELSEWHERE (FOR WINDOWS) 3/4" x 4 P.T. WOOD BUCK WITH 1/4" x 2 1/2" TAPCON SCREW ® 4" O.C. FROM THE ENDS 15" O.C. MAXIMUM ELSEWHERE DOOR/WINDOW BUCK DETAIL NEW FLOOR PLAN Vf = 1'-0' WINDOW / DOOR SCHEDULE WIND PRESSURES NO. WINDOW DOOR 396 RIOMAR BONDBEAM W H TYPE MAT. GLASS POS NEV QA 36" 48" SINGLE HUNG ALUMINUM IMPACT RESISTANT +43 -46 �B 48" 48" SINGLE HUNG ALUMINUM IMPACT RESISTANT +43 -43 36" 6'-8" DOOR ALUMINUM IMPACT RESISTANT +41 -43 5/8' STUCCO OVER 8'CMU BLOCK a #5 @ 46 ❑/C J NEW 4' OVER POURw SEE FOUNDATION 1 1/2" BLK RECESS o r, �6' MIN, EMBED CUT EXISTING SLAB NEW 16x24 F❑❑TING W/ BACK 16' TO ALLOW (2) #5 CONT. BOTTOM FOR NEW 16x20 (1) #5 CONT TOP FOOTING WALL SECTIUIN N.T.S. MARK SIZE BB -1 " 396 RIOMAR BONDBEAM PCL LINTEL PHONE: 561- 445- 9661 O O TING ROOF I TO REMAIN w r% ROOF PLAN 1/,f = Nr CONCRETE BEAM SCHEDULE REINFORCEMENT REMARKS HOOPS BOTT TOP MIDDLE ELEV. 1 #7 FILLED 3000 PSI CONC. NONE 1 #7 FILLED 3000 PSI CONC. NONE FRONT ELEVATION 1/4" = r -v REVfSIONS BY CARLRBF.SS 5555SPONWANG A�:= 95482 651; DRAWN BY: CARLOS VIIACA 396 RIOMAR DRIVE PORT SAINT LUCIE FLA PHONE: 561- 445- 9661 EMAIL: carlosvilaca" live.com DATE 7-11-16 E.A.B. SCALE: v4° = rr PROJECT: Al EXM DEM SHEET 2 OF PAGES