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PLANSf ?.T ' :5 to *OAK.. -� t.�c ?lo.Y�s� I Tire tMJc } - f b`. wixEs -1Y4' pra YaN . e. - ;a)* YR. FANr{ 4-- tar. Corii.51 rror�� m '�'f4!'F�riTTI i� ur,JI1 *IIfl it VI 11 K T V L irn 3 I) c 1. Dr.Ar -'541. c•('):!r \)!.•'I \► ( • R #ALE. ►.45�. Wtif.V.t'SN? 1l1• (),?- rt.94R f?A11 DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 1 /2 " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY —FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M 090 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T— ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON —LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS —GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS —GRADE LUMBER AND ITS FASTENINGS" — LAT EST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. HORIZONTAL ROLLING WINDOWS: MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US— A2 —HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. HORIZONTAL ROLLING WINDOWS MEET HS —A1 —H CLASS I1 SPEC / A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 —T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. F. WINDOWS SHALL BE FACTORY GLAZED WITH DOUBLE STRENGTH SHEET GLASS. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. I I 1 1 Ili 1 I qI 111 !'II'!! 'I1i i llll PA ,F I U' —o SCALE: 1 /2" SCAL SCALE: 1 /2" = 1 ' -0" 4" HALF COLUMN PILAR AT WALL 4.3' 1 7' 75' -0" EXISTING 1 STORY CBS RESIDENCE 8 " EXISTING\ DRIVEWAY N.E. 101ST. STREET 4 "X4" FASTNED W/ 1/2 THRU BOLTS W /WASHERS © 16" O.C. STAGGERED TO EXISTING JOIST TO SUPPORT PORCH ROOF. 4 "X6" WITH FASCIA METAL LA T HC AND 5/8" STUCCO FINISH 20' EXISTING 4 "X6" BEAM TO REMAIN 1 ' _ 0 " 0' -0" AN AN AREA OF EXISTING PORCH TO BE RENOVATED 3" STEEL PIPE COLUMN COLUMN W/ 1/2" LAG BOLTS 8" DIA. STONE CONCRETE PILARS 6 APROPos SCALE: 1 /2" AREA OF WORK N L 1 9 �-'' �.��e�����.- �'�-- rr�- �.��..� -,/ �1 �.�.,. .�w�-�,. ��r/�L..��L_/��..i'/��. ,-•mar \OR D PORCH /t8\ EST L SCALE: 1 /4" F i� i 1 9 EVA lit_ II h— L mil —I1'. LJh i 1� „ -It i tt :, it ;11 `i SCALE: 1 /4'' 1 ' -0" 5/8" STUCCO 8" DIA. STONE CONCRETE PILARS 42" HT. STONE HANDRAIL 3" STE PIPE r EV T ON O DE AREA OF WORK 4' PI SCALE: 1/2 " = 1' _ 0" j r-- ; 1 HALF COLUMN AR AT WALL FRONT PORCH PERMIT 5-21-01 C iii 6 DZ NT fr, I �,1 . 55' 2 50' 60' 4 50' 5 50' 6 50' DRAWN M.M. C HECKED M.A.C. DATE 9 -15 -00 SCALE AS SHOWN JOB NO. 00 SH EET A 1 OF 2 SHEETS GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB — CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALLL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED. 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME . IN CASE 0 FHIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN —LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF AL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO TEH OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A-201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. ZO \1 \G DATA PUMA RESIDENCE 54 N.E. 101 STREET MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL 1,601 S.F. PROPOSED USE: RESIDENTIAL 1,696 S.F. GROSS LOT AREA = 8,624 S.F. DATA EXISTING NORTH SIDE SETBACK EAST FRONT SETBACK WEST REAR SETBACK SOUTH SIDE SETBACK BUILDING HEIGHT ROOF 12' -6" LANDSCAPED OPEN SPACE FLOOR AREA FIRST FLOOR LEGAL DESCRIPTIO\ LOT 3 AND THE WEST 1/2 OF LOT 5, BLOCK 10; AMENDED PLAT OF MIAMI SHORES SECTION No. 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA SCOPE OF WOR 1. ENCLOSE EXISTING CAR PORT WITH NEW WALLS AND WINDOWS 2. NEW LAUNDRY ROOM 95 S.F. w z ACA SCALE: 1 "_ 1 00' 0 0 0 0 0 0 1 11 11 11 0 cV M N.E. 101 STREET - 'i 43 -10 30'- 0" 10 10 -0" 52' -10" 75-0" EXISTING 1 STORY CBS RESIDENC EXISTING 1 DRIVEWAY N.E. 101ST. STREET AN PROPOSED ADDITION EXISTING EXISTING EXISTING 57 -4" 12' -6" 7,023 S.F 6,928 S.F. 1,601 S.F. 1,696 S.F. ON MA NEW LAUNDRY ROOM NEW ENCLOSED CAR PORT 0 1 • - 1 „ EAST SETBACK M Lf) m w 0 (1) 1 13' -4" 1 „ EXISTING BEDROOM EXISTING BEDROOM /m „ \A\ \ „ EXISTING ALLEY 75-0" F?, 55' -0" 30'- „ EXISTING BEDROOM „ EXISTING , ■ LIVING ROOM 12- „ ;JAv Weat2i :Z S,oJ 75-0” IT_ NEW 8" CONC. SLAB ON COMPACTED FILL W /6 "X6" 10/10 WWF. RELOCATED WASHER & DRYER 00 SCALE: 1 /4 „ 000 0 EXISTING KITCHEN ()o- S J;o pe„c C E' I DINING ROOM EXISTING WASHER DRYER & WATERHEATER TO BE RELOCATED 0 „ AN �vv 1 1 , „ C1 A^tiA'G 0 > 0'k- Q sl w AREA OF NEW WORK NEW WINDOW — 99 „ WEST SETBACK NEW METER LOCATION NEW PANEL RELOCATED FROM KITCHEN NEW 3'- 0 "X6' -0" METAL DOOR NEW DADE COUNTY APPROVAL GARAGE DOOR 0 NEW 2' -6 "X8" CONCRETE COLUMN #g NEW 1'- 0 "X1' -0" 1 DECORATIVE BLOC NEW 8" CONCRETE, SLAB ON EXISTING! SLAB ON GRADE LC) REVISIONS PERMIT SUBMISSION 11 -8 -00 i■� t I U CO < Q w N w J X L co 00 • V) - Lo 0_ I- < — N O O O Q ¢w —co Y Z Q N Q NC N Al ) J Z 0" 5 Z 0 z F- Q D_ Q Q ry O W Z O 0 00 Z I: Q Q W O W N JJ B 4 l DRAWN M.M. CHECKED M.A.C. DATE 9 -15 -00 SCALE AS SHOWN JOB NO. 00 SH EET A 2 OF 2 SHEETS DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 1 / " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. HORIZONTAL ROLLING WINDOWS: MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. HORIZONTAL ROLLING WINDOWS MEET HS -A1 -H CLASS II SPEC / A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -15 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. F. WINDOWS SHALL BE FACTORY GLAZED WITH DOUBLE STRENGTH SHEET GLASS. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED OTHERWISE. B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN NEW BACKER ROD AND SEALENT NEW 5/8" S CCO TO MATCH EXI TING (2 D NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE D AO SCALE: 3 " =1 -O" _) SCALE: NEW 5/8" STUC MATCH EXIS G STUCCO FIN. TO MATCH EXIST. b4 e:i3' SCALE: I1 1 11 1 ti TA 4 NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON © 12" O.0 NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE 3"X1/4"DIA. TAPCON © 12" O.0 3,,= 1 ,_0„ 3 „ =1 ,_ • a a v 8 "X8" CONC. W/1 #5 AM 8 "X8" CONC. W/1 #5 NEW 1/2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS s F_AD NEW 1/8" GLASS NEW MARBLE ILL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON (4 12" O.0 CONC. W/1 #5 AREA OF WORK - EXTEND EXISTING ROOF TO MATCH AT ADDITION f) NEW WINDOW AT NEW LAUNDRY ROOM 8'- 0 "X4' -2" P= -43.7 +41.8 AREA OF WORK - 1'- 0 "X1' -0" DECORATIVE BLOCK -ANO n SCAL SCALE: 1 /4" OU =: 1 /4" 5'- 0 "X6' -0" OPENING FOR DECORATIVE BLOCK P= -44.4, +42.8 SCALE: 1 /4" n 1 1 0 1 0 ®,' EVA EVA NEW STUCCO TO MATCH EVA ON ON ON NEW 3'- 0 "X6' -0" METAL DOOR P= -45.1, +43.4 CI O NEW 3'- 0 "X6' -0" METAL DOOR GARAGE DOOR DADE COUNTY APPROVVEDD P= -42.1, +4 AREA OF WORK s ifi Z0 REVISIONS PERMIT SUBMISSION 11 -8 -00 BY C GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI © 28 days Columns 3000 PSI © 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI © 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 - #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams 3" Beams 2" Slab 1" FOUNDA NEW 8" CONC. SLAB ON COMPACTED FILL W /6 "X6" 10/10 WWF. SCALE: 1 /4" _ l ' - 0" 7\/ ON P • i : >1 i s„ 9'-1 0" 3. 1 L STRUCTURAL STEEL WOOD CONCRETE BLOCKS SLAB OPENING TESTING MATERIAL PREPARATION OF FOUNDATION d e - 11' -2" e e NEW a L °12. : aton • .1 d AN A NEW ENCLOSED GAfR AC % . ;r -- 1).( Shall be ASTM A -36. Bolts shall be high strength ASTM A -325. All welding shall perform by certified welders. All structural steel shall be free of rust, oil and scale. Contractor shall submit shop drawing for approval prior to fabrication. All structural steel shall be coated with one shop coat rust inhibitive paint. All member shall be weld to develop full strength with E -60, E -70 electrods. Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls © 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. r'• AREA OF NEW WORK JV NEW 10 "X16" CONCRETE FOOTING W/ 3 #5 CONT. NEW 2' -6 "X8" CONCRETE COLUMN W/ 6 #5'S NEW 8" CONCRETE SLAB ON EXISTING SLAB ON GRADE /1 ,. I X i o T)-P' C-0)4117-3 C , V\ SC If - D,LL 8 "X12" CONCRETE COLUMN W/4 #5'S 8 "X8" CONCRETE COLUMN W/1#5 CONT. L 1 DESIGN LOADS FIRST FLOOR: D.L. ROOF: D.L. L.L. Floor TOTAL D.L. SLAB PARTITION TILE MISCELLANEOUS TOTAL D.L. L.L. Roofing Joist /Sheathing Insulation Ceiling Misc /Elec /Mech 8 P.S.F. 20 P.S.F. 32 P.S.F. 3 P.S.F. 63 P.S.F. 40 P.S.F. 6 P.S.F. 8 P.S.F. 3 P.S.F. 8 P.S.F. 5 P.S.F. 30 P.S.F. 30 P.S.F. 11 UPLIFT AT ROOF LEVEL GROSS Zone 1 - 39.62P.S.F. Zone 2 -47.81 P.S.F. Zone 3 -47.81 P.S.F. MAX. UPLIFT PRESSURE FOR WOOD JOIST (WOOD TO WOOD) 578 LBS. FOR MAX. UPLIFT AT WOOD JOISTS, USE EUH 28 -10 HURRICANE STRAP JOIST HANGER CAPACITIES: Uplift 790 LBS. MAX. UPLIFT PRESSURE FOR WOOD JOIST (WOOD TO CONC.) 234 LBS. FOR MAX. UPLIFT AT WOOD JOISTS, USE DTC TRUSS ANCHOR TRUSS ANCHOR CAPACITIES: Uplift 11' -2 9' -10" 1 pf_ "n_ ff j 1365 LBS. AREA OF NEW WORK EXTENDED EXISTING ROOF 1/ REVISIONS PERMIT SUBMISSION 11 -8 -00 B Y ill p 4- C n 1 Z Z Q J Q 0 00 Z ZQ O Q Q LL � 0 Z 1.�. D0 � 00H L (1) 1/ DRAWN M.M. CHECKED M.A.C. DATE 9 -15 -00 SCALE AS SHOWN JOB NO. 00 ` - ----. OF SHEET .01 2 SHEETS GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI © 28 days Columns 3000 PSI © 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI © 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 - #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams 3" Beams 2" Slab 1" FOUNDA NEW 8" CONC. SLAB ON COMPACTED FILL W /6 "X6" 10/10 WWF. SCALE: 1 /4" _ l ' - 0" 7\/ ON P • i : >1 i s„ 9'-1 0" 3. 1 L STRUCTURAL STEEL WOOD CONCRETE BLOCKS SLAB OPENING TESTING MATERIAL PREPARATION OF FOUNDATION d e - 11' -2" e e NEW a L °12. : aton • .1 d AN A NEW ENCLOSED GAfR AC % . ;r -- 1).( Shall be ASTM A -36. Bolts shall be high strength ASTM A -325. All welding shall perform by certified welders. All structural steel shall be free of rust, oil and scale. Contractor shall submit shop drawing for approval prior to fabrication. All structural steel shall be coated with one shop coat rust inhibitive paint. All member shall be weld to develop full strength with E -60, E -70 electrods. Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls © 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. Contractor to follow all recommendations of geotechnical engineer for this project and use the original soil report as a guide. r'• AREA OF NEW WORK JV NEW 10 "X16" CONCRETE FOOTING W/ 3 #5 CONT. NEW 2' -6 "X8" CONCRETE COLUMN W/ 6 #5'S NEW 8" CONCRETE SLAB ON EXISTING SLAB ON GRADE /1 ,. I X i o T)-P' C-0)4117-3 C , V\ SC If - D,LL 8 "X12" CONCRETE COLUMN W/4 #5'S 8 "X8" CONCRETE COLUMN W/1#5 CONT. L 1 DESIGN LOADS FIRST FLOOR: D.L. ROOF: D.L. L.L. Floor TOTAL D.L. SLAB PARTITION TILE MISCELLANEOUS TOTAL D.L. L.L. Roofing Joist /Sheathing Insulation Ceiling Misc /Elec /Mech 8 P.S.F. 20 P.S.F. 32 P.S.F. 3 P.S.F. 63 P.S.F. 40 P.S.F. 6 P.S.F. 8 P.S.F. 3 P.S.F. 8 P.S.F. 5 P.S.F. 30 P.S.F. 30 P.S.F. 11 UPLIFT AT ROOF LEVEL GROSS Zone 1 - 39.62P.S.F. Zone 2 -47.81 P.S.F. Zone 3 -47.81 P.S.F. MAX. UPLIFT PRESSURE FOR WOOD JOIST (WOOD TO WOOD) 578 LBS. FOR MAX. UPLIFT AT WOOD JOISTS, USE EUH 28 -10 HURRICANE STRAP JOIST HANGER CAPACITIES: Uplift 790 LBS. MAX. UPLIFT PRESSURE FOR WOOD JOIST (WOOD TO CONC.) 234 LBS. FOR MAX. UPLIFT AT WOOD JOISTS, USE DTC TRUSS ANCHOR TRUSS ANCHOR CAPACITIES: Uplift 11' -2 9' -10" 1 pf_ "n_ ff j 1365 LBS. AREA OF NEW WORK EXTENDED EXISTING ROOF 1/ REVISIONS PERMIT SUBMISSION 11 -8 -00 B Y ill p 4- C n 1 Z Z Q J Q 0 00 Z ZQ O Q Q LL � 0 Z 1.�. D0 � 00H L (1) 1/ 1C- ROOF 3F SIG\ WI \D PR SS ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) O (NEGATIVE) -3962 -2462 - O2 (NEGATIVE) -47.81 -32131 - O3 (NEGATIVE) -41.81 -32.81 - OVERHANGS (NEGATIVE) -41 -26 - ® (FIELD NEGATIVE) - - -35.5 0 (CORNER NEGATIVE) - - -43.0 ® 4 ® (POSITIVE) - - 36.88 RLAV S DRAWN S.U. \ D A T D\ SC 1 I- D MARK INCHES ELEV. TOP REINFORCING #3 STIRRUPS E. END REMARKS A B D C E NO. SPACING INCH RB -1 8 2* 5 2* 5 4 ID 8" C.C. 4 12" C.G. 2* 5 2* 5 4 6 8" C.C. 4 12" C.C. TB 8X12 REMARKS I- O DRAWN S.U. \ D A T D\ SC 1 I- D SCALE AS SHOWN L (- MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2*5 CONT.4 *4648" C.G. S.W. CONTINUOUS F -2 10 "x20" 2*5 E.W. BEAMS ____2" FOOTING ... 3" 3 "X3" 26 GA. METAL DRIP 1"X 2" P.T. WOOD NAILER NEW 2x BLOCKING (TYP.) NEW ARCHED WINDOW ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS ©6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.© INTERMIDIATE SUPPORTS. SEE DADE COUNTY PRODUCT CONTROL APPROVALS ATTACHED HUGHES DTC HURRICANE STRAP (CAP) UPLIFT 1365 #(TYP) PAINTED WOOD FASCIA NAILED 4' O.C. 4" CONT. SOFFIT VENT /2 /3 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING 9 GA. DUROWAL HORIZONTAL TRUSS TYPE REINFORCING ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END F -2 10 "x20" CONC.FTG. W/2 #5 BARS CONT. TOP STEE : Cl-EAR COVER 01 1111 ■1 I • SLABS 1 " SLABS ON GRADE .... 1" - BOTTOM BAR G - TOP BAR OVER SUPPORT _ / _ / LOCATION OF BAR E - TOP BAR AT NONCONTINUOUS END 4/10/5 S 1 EEC e4,5 S "I 0 B 1•111•11111111111111111111111111111111M 1111111111111111111 1 1 1 1 R00= ZONLES BEAMS .... 2" FOOTING . .. 3" rem / \ / \ / \ / \ / \ / \ / \ / \ /\ \ \/ sy /may /� :3OTT0"1 STEEL: CI-EAR COY>~R SLABS 1" SLABS ON GRADE . . 2" SIZE OF REINFORCING BAR NEW 2X10 ©16 "C.C. CV (^' ;-4.1 - .1' '11 SPACING CENTER TO CENTER EXISTING TIE BEAM TO REMAIN 2x10 BRIDGING 2 ROWS ©MIN. 8' -0" O.C. 1"x 4" P.T. FIRESTOP 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER 1"x2" WD. FURRING ©16" O.C. R -5 INSULATION r N c t ") SCALE :3/4" 1 0 " ejt2v- 11 L� NOTE: PROVIDE *3 STIRRUPS 4 € 12" AT BEAMS AND CORNERS AND 48" G.G. FOR REMAINING LENGTH OF THE TIE SEAM. PROVIDE 2 *5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP SEAMS. 4 "5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR SEAMS BETWEEN 42" TO 54 ". COLV\ SC DJLP 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 8"X12" CONCRETE COLUMN W/4 #5 CONT. AND #5 DOWELLS INTO EXISTING COLUMN © 12" 0.0. USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /10d NAILS ©6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.© INTERMIDIATE SUPPORTS. SEE DADE COUNTY PRODUCT CONTROL APPROVALS ATTACHED HUGHES DTC HURRICANE CLIP (CAP) UPLIFT 1365# (TYP.) 3 "X 3" 26 GA. METAL DRIP 1"X2" P.T. WOOD NAILER PAINTED WOOD FASCIA NAILED 4' O.C. 4" CONT. SOFFIT VENT NEW 2x BLOCKING STANDARD HOOK VERTICLE REINFORCEMENT IN FILLED CELL WITH GROUT 30" LAP MIN. 9 GA. DUROWAL HORIZONTAL TRUSS TYPE REINFORCING ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING STANDARD HOOK F -2 10 "x20" CONC.FTG. W/2 #5 BARS CONT; 8" X 12" CO C. COLUMN w/ 4 *5 d * TIES fa 12" C. C. (Tr AL) 1 1/2" CLEAR COVER TYPICAL ALL COLUMNS fl T'F'fCAL. CO L.11\1 S SCALE :3/4" ' if.LZ STANDA 90' -IO 1 2" CLEAR "E" BAR COVER f L -1 C 9 0 L -1 1 / 3 "5" BARS L -1 NEW 8" X 12" CONG_ COLUMN W/ 4 * 5 4 *3 TIES c 12" C.C_ COLUMN REINFORCING NOT SHOWN FOR CLARITY. SCALE : 3/4" = 1' -0" ON "A" BAR 1/3 L L-/ � / L -2 (2) 2 "x12" W/ HUGHES UH28 JOIST HANGER 1"X4" P.T. FIRESTOP 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 5/8" STUCCO FINISH NEW " CONCRETE SLAB ON GRADE 6 "X6" 10/10 WWF. 8 " NEW 2x10©16 "C.C. EXISTING 4" SLAB L-2 "B" BARS, L -2 1 /3 L TOP to THE 10EN SLAB "D" BA SOT. REINF. SPLICE OVER THE SUPPORT "C" BAR --^ L y � / L -3 "B" 15AR 4 "A" SARS 1,-,+AC NS L, 1 ,4G 41%1 FOR CONTINUOUS BEAM REINF., INCLUDING TIE SEAMS. Is II N.T.S. 1 /3 EXISTING COLUMN OR FOOTING *5 c 24" G.G. DRILLED 6" INTO EXISTING W/ EPDXY GROUT OR INTO FILLED CELL AT EXISTING MASONRY WALL OR FOOTING T` 1 ©41. SET II. CONNECTION (NEW COIL IN TO EXIBT. CO "1 \1) �ro� L -3 REVISIONS PERMIT SUBMISSION 11 -8 -00 r r ■■■1 imi C ce • O LJ z � t� L ( .I 1 B Y DRAWN S.U. CHECKED M.A.C. DATE 5/29/99 SCALE AS SHOWN JOB NO. 99 s OF SHEET 2 SHEETS BEAMS ____2" FOOTING ... 3" 3 "X3" 26 GA. METAL DRIP 1"X 2" P.T. WOOD NAILER NEW 2x BLOCKING (TYP.) NEW ARCHED WINDOW ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS ©6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.© INTERMIDIATE SUPPORTS. SEE DADE COUNTY PRODUCT CONTROL APPROVALS ATTACHED HUGHES DTC HURRICANE STRAP (CAP) UPLIFT 1365 #(TYP) PAINTED WOOD FASCIA NAILED 4' O.C. 4" CONT. SOFFIT VENT /2 /3 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING 9 GA. DUROWAL HORIZONTAL TRUSS TYPE REINFORCING ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END F -2 10 "x20" CONC.FTG. W/2 #5 BARS CONT. TOP STEE : Cl-EAR COVER 01 1111 ■1 I • SLABS 1 " SLABS ON GRADE .... 1" - BOTTOM BAR G - TOP BAR OVER SUPPORT _ / _ / LOCATION OF BAR E - TOP BAR AT NONCONTINUOUS END 4/10/5 S 1 EEC e4,5 S "I 0 B 1•111•11111111111111111111111111111111M 1111111111111111111 1 1 1 1 R00= ZONLES BEAMS .... 2" FOOTING . .. 3" rem / \ / \ / \ / \ / \ / \ / \ / \ /\ \ \/ sy /may /� :3OTT0"1 STEEL: CI-EAR COY>~R SLABS 1" SLABS ON GRADE . . 2" SIZE OF REINFORCING BAR NEW 2X10 ©16 "C.C. CV (^' ;-4.1 - .1' '11 SPACING CENTER TO CENTER EXISTING TIE BEAM TO REMAIN 2x10 BRIDGING 2 ROWS ©MIN. 8' -0" O.C. 1"x 4" P.T. FIRESTOP 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER 1"x2" WD. FURRING ©16" O.C. R -5 INSULATION r N c t ") SCALE :3/4" 1 0 " ejt2v- 11 L� NOTE: PROVIDE *3 STIRRUPS 4 € 12" AT BEAMS AND CORNERS AND 48" G.G. FOR REMAINING LENGTH OF THE TIE SEAM. PROVIDE 2 *5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP SEAMS. 4 "5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR SEAMS BETWEEN 42" TO 54 ". COLV\ SC DJLP 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 8"X12" CONCRETE COLUMN W/4 #5 CONT. AND #5 DOWELLS INTO EXISTING COLUMN © 12" 0.0. USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /10d NAILS ©6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.© INTERMIDIATE SUPPORTS. SEE DADE COUNTY PRODUCT CONTROL APPROVALS ATTACHED HUGHES DTC HURRICANE CLIP (CAP) UPLIFT 1365# (TYP.) 3 "X 3" 26 GA. METAL DRIP 1"X2" P.T. WOOD NAILER PAINTED WOOD FASCIA NAILED 4' O.C. 4" CONT. SOFFIT VENT NEW 2x BLOCKING STANDARD HOOK VERTICLE REINFORCEMENT IN FILLED CELL WITH GROUT 30" LAP MIN. 9 GA. DUROWAL HORIZONTAL TRUSS TYPE REINFORCING ©16" O.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING STANDARD HOOK F -2 10 "x20" CONC.FTG. W/2 #5 BARS CONT; 8" X 12" CO C. COLUMN w/ 4 *5 d * TIES fa 12" C. C. (Tr AL) 1 1/2" CLEAR COVER TYPICAL ALL COLUMNS fl T'F'fCAL. CO L.11\1 S SCALE :3/4" ' if.LZ STANDA 90' -IO 1 2" CLEAR "E" BAR COVER f L -1 C 9 0 L -1 1 / 3 "5" BARS L -1 NEW 8" X 12" CONG_ COLUMN W/ 4 * 5 4 *3 TIES c 12" C.C_ COLUMN REINFORCING NOT SHOWN FOR CLARITY. SCALE : 3/4" = 1' -0" ON "A" BAR 1/3 L L-/ � / L -2 (2) 2 "x12" W/ HUGHES UH28 JOIST HANGER 1"X4" P.T. FIRESTOP 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 5/8" STUCCO FINISH NEW " CONCRETE SLAB ON GRADE 6 "X6" 10/10 WWF. 8 " NEW 2x10©16 "C.C. EXISTING 4" SLAB L-2 "B" BARS, L -2 1 /3 L TOP to THE 10EN SLAB "D" BA SOT. REINF. SPLICE OVER THE SUPPORT "C" BAR --^ L y � / L -3 "B" 15AR 4 "A" SARS 1,-,+AC NS L, 1 ,4G 41%1 FOR CONTINUOUS BEAM REINF., INCLUDING TIE SEAMS. Is II N.T.S. 1 /3 EXISTING COLUMN OR FOOTING *5 c 24" G.G. DRILLED 6" INTO EXISTING W/ EPDXY GROUT OR INTO FILLED CELL AT EXISTING MASONRY WALL OR FOOTING T` 1 ©41. SET II. CONNECTION (NEW COIL IN TO EXIBT. CO "1 \1) �ro� L -3 REVISIONS PERMIT SUBMISSION 11 -8 -00 r r ■■■1 imi C ce • O LJ z � t� L ( .I 1 B Y C1R C \0 C' J DEMOLITION- REMOVE ALL APT ELEC. PANELS AND UNUSED CONDUCTORS ROUTE EXISTING TO NEW PANEL LOCATIONS (SEE PLAN) VIA MTL CONDUIT. 1. ALL WIRE SIZES BASED ON COPPER. 2. ALL BATHROOMS, GARAGE, UTILITY ROOM, AND EXTERIOR W.P. RECEPTACLES SHALL HAVE G.F.I. CIRCUITS. 3. PROVIDE W.P. DISCONNECTS AT ALL A/C COMPRESSORS, 4. ALL SERVICE WIRING SHALL BE COPPER TYPE THHN /THWN. 5. ALL FEEDER WIRING SHALL BE COPPER TYPE THHN /THWN ALL BRANCH CIRCUIT WIRING SHALL BE COPPER TYPE THHN 6. WIRE AND BREAKER PROTECTION FOR ALL APPLIANCES SHALL BE AS MANUFACTURERS NAME PLATE REQUIREMENTS. 9. ALL WORK SHALL CONFORM TO THE LATEST NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES. 10. ALL RECEPTACLES ABOVE COUNTERTOP SHALL BE GFI PROTECTED 11.SMOKE DETECTOR SHALL BE 110V INTERCONNECTED. 13. PROVIDE 24" MIN. HORIZONTAL SEPARATION BETWEEN ELECTRIC PENITRATIONS IN ALL FIRE RATED WALLS. ARTICAL 410 -8. 14 - REMOVE ALL EXISTING WIRING NOT REQUIRED.. 15 - RELOCATE ALL ELECTRICAL WORK FROM EXISTING WALLS TO NEW LOCATION. 16 - REPORT ANY CONDTIONS TO THE ARCHITECT THAT MAY MANY BE A HAZARD OR PROBLEM. 17 - ALL WORK TOP BE DONE IN A GOOD WORKMANSHIP AND TO ALL LOCAL CODES. 18 - OBTAIN ALL PERMITS REQUIRED FOR YOUR WORK. 19 - CLEAN UP ANY DEBRI, BOXES OR ANY SUBSTANCE CREATED BY YOUR WORK. 20 - CORDINATE YOUR WORK WITH ALL OTHER TRADES. 21 - MAINTAIN AS BUILT DRAWINGS DAILY, AND TURN OVER TO THE ARCH. AT END OF JOB. * BEFORE INSTALLATION THE ELECTRICAL CONTRACTOR SHALL VERIFY THE SIZES OF CKT BKR & WIRES WITH A/C EQUIPMENT REQUIREMENTS. ** PROVIDE LOCK OFF DEVICE FOR WATER HEATER CKT BRK. EXISTING BEDROOM EXISTING BEDROOM OVERHEAD SERVICE ENTRANCE TO FPL POLE MTD TRANSF 3 - #1 CU THHN /THWN IN 2 "C GROUND LEVEL HLCTCAL R N.T.S. 411 FPL METER • 1 Q 6' -0" MIN. CO C; MAIN 1 200 2 � 3 - #1 CU THHN /THWN IN 2 "C GENERAL DUTY NEMA 3R 200A ENCLOSURE 2P,120/240V W /NEUTRAL KIT 22,000 AIC 150 AMP CIRCUIT BKR MAIN CKT BRK No. 1 OF 1 C.W. PIPE 3/4" MIN. 0 #4 CU O (2) 10' -0" LONG x 5/8" 0 S z° GROUND RODS E - R D EXISTING LIVING ROOM AGRAV EXISTING BEDROOM 111 E E rit PNL RELOCATED WASHER (Sc DRYER - -J 000 0 EXISTING KITCHEN EXISTING DINING ROOM ELECTRICAL CALCULATIONS 1. R ESIDENC® 2119 SQ.PT. ©3WATTS /SQ.PT 2. SMALL APPLIANCE CKTS ©1.5EACH 3. APPLIANCE LOAD 4. SUB TOTAL 5. FIRST 10KW ©100 0/C 6. REMENDER ©40% (27.147) 7. AHUO1 10KW STRIP HEATER 10.45X.65 TOTAL 27.64VA (1000) = 115.16AMPS 240V EXISTING WASHER DRYER & WATERHEATER TO BE RELOCATED �i -- 1 IDRYERI H SHEFI _ J 'WI-I 1 n NEW L UNDRY ROOM NEW WATER HEATER LOCATION NEW ENCLOSED CAR PORT 6.357 VA 3.00 VA 27.790 VA 37.147 VA 10.00 VA 10.85 VA 6.79 VA 27364 VA NEW METER LOCATION NEW PANEL RELOCATED FROM KITCHEN r • AREA OF NEW WORK REVISIONS BY PERMIT SUBMISSION 11 -8 -00 c� 7 i Q Ld 0 V') N!- Z J 0 W V) V) W I- 0 Z 1# FJCTPCAL LC\D AMPS SYMBOL DESCRIPTION CD WALL MOUNTED DUPLEX RECEPTACLE 4 WALL MOUNTED HALF SWITCHED DUPLEX RECEPTACLE © 16" A.F.F. UNLESS NOTED OTHERWISE SD DIMMING SWITCH PER APPLICATION ® 220 V RECEPTACLE $ WALL SWITCH 40 3 HO- BATHROOM FIXTURE BY OWNER. (WALL OR CEILING MOUNTED. SFD FAN DIMMER SWITCH PER APPLICATION. <)-PC PORCELAIN INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN 0 EXHAUST FAN -TO EXTERIOR `i' PADDLE FAN W /LIGHT BY OWNER SD SMOKE DETECTOR la ELECTRICAL BOX V.P. SMOKE DETECTOR CKT BKR NEW ELECTRICAL PANEL KVA POLE ELECTRIC METER = POLE AMPS DISCONNECT SWITCH 12 1 N TELEPHONE SERVICE LOCATION 50 TELEVISION ANTENNA OUTLET 2 12 GFI ALL GFI RECEPT. TO BE INDIVIDALLY PROTECTED NO DOWNSTREAM PROTECTED ALLOWED. 20 2L4' F32T8 PRIMATIC ACRYLIC WARP AROUND A 3 C1R C \0 C' J DEMOLITION- REMOVE ALL APT ELEC. PANELS AND UNUSED CONDUCTORS ROUTE EXISTING TO NEW PANEL LOCATIONS (SEE PLAN) VIA MTL CONDUIT. 1. ALL WIRE SIZES BASED ON COPPER. 2. ALL BATHROOMS, GARAGE, UTILITY ROOM, AND EXTERIOR W.P. RECEPTACLES SHALL HAVE G.F.I. CIRCUITS. 3. PROVIDE W.P. DISCONNECTS AT ALL A/C COMPRESSORS, 4. ALL SERVICE WIRING SHALL BE COPPER TYPE THHN /THWN. 5. ALL FEEDER WIRING SHALL BE COPPER TYPE THHN /THWN ALL BRANCH CIRCUIT WIRING SHALL BE COPPER TYPE THHN 6. WIRE AND BREAKER PROTECTION FOR ALL APPLIANCES SHALL BE AS MANUFACTURERS NAME PLATE REQUIREMENTS. 9. ALL WORK SHALL CONFORM TO THE LATEST NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES. 10. ALL RECEPTACLES ABOVE COUNTERTOP SHALL BE GFI PROTECTED 11.SMOKE DETECTOR SHALL BE 110V INTERCONNECTED. 13. PROVIDE 24" MIN. HORIZONTAL SEPARATION BETWEEN ELECTRIC PENITRATIONS IN ALL FIRE RATED WALLS. ARTICAL 410 -8. 14 - REMOVE ALL EXISTING WIRING NOT REQUIRED.. 15 - RELOCATE ALL ELECTRICAL WORK FROM EXISTING WALLS TO NEW LOCATION. 16 - REPORT ANY CONDTIONS TO THE ARCHITECT THAT MAY MANY BE A HAZARD OR PROBLEM. 17 - ALL WORK TOP BE DONE IN A GOOD WORKMANSHIP AND TO ALL LOCAL CODES. 18 - OBTAIN ALL PERMITS REQUIRED FOR YOUR WORK. 19 - CLEAN UP ANY DEBRI, BOXES OR ANY SUBSTANCE CREATED BY YOUR WORK. 20 - CORDINATE YOUR WORK WITH ALL OTHER TRADES. 21 - MAINTAIN AS BUILT DRAWINGS DAILY, AND TURN OVER TO THE ARCH. AT END OF JOB. * BEFORE INSTALLATION THE ELECTRICAL CONTRACTOR SHALL VERIFY THE SIZES OF CKT BKR & WIRES WITH A/C EQUIPMENT REQUIREMENTS. ** PROVIDE LOCK OFF DEVICE FOR WATER HEATER CKT BRK. EXISTING BEDROOM EXISTING BEDROOM OVERHEAD SERVICE ENTRANCE TO FPL POLE MTD TRANSF 3 - #1 CU THHN /THWN IN 2 "C GROUND LEVEL HLCTCAL R N.T.S. 411 FPL METER • 1 Q 6' -0" MIN. CO C; MAIN 1 200 2 � 3 - #1 CU THHN /THWN IN 2 "C GENERAL DUTY NEMA 3R 200A ENCLOSURE 2P,120/240V W /NEUTRAL KIT 22,000 AIC 150 AMP CIRCUIT BKR MAIN CKT BRK No. 1 OF 1 C.W. PIPE 3/4" MIN. 0 #4 CU O (2) 10' -0" LONG x 5/8" 0 S z° GROUND RODS E - R D EXISTING LIVING ROOM AGRAV EXISTING BEDROOM 111 E E rit PNL RELOCATED WASHER (Sc DRYER - -J 000 0 EXISTING KITCHEN EXISTING DINING ROOM ELECTRICAL CALCULATIONS 1. R ESIDENC® 2119 SQ.PT. ©3WATTS /SQ.PT 2. SMALL APPLIANCE CKTS ©1.5EACH 3. APPLIANCE LOAD 4. SUB TOTAL 5. FIRST 10KW ©100 0/C 6. REMENDER ©40% (27.147) 7. AHUO1 10KW STRIP HEATER 10.45X.65 TOTAL 27.64VA (1000) = 115.16AMPS 240V EXISTING WASHER DRYER & WATERHEATER TO BE RELOCATED �i -- 1 IDRYERI H SHEFI _ J 'WI-I 1 n NEW L UNDRY ROOM NEW WATER HEATER LOCATION NEW ENCLOSED CAR PORT 6.357 VA 3.00 VA 27.790 VA 37.147 VA 10.00 VA 10.85 VA 6.79 VA 27364 VA NEW METER LOCATION NEW PANEL RELOCATED FROM KITCHEN r • AREA OF NEW WORK REVISIONS BY PERMIT SUBMISSION 11 -8 -00 c� 7 i Q Ld 0 V') N!- Z J 0 W V) V) W I- 0 Z 1# DRAWN M.M. AMPS CHECKED M.A.C. CKTS ' DATE 9 -15 -00 PHASE SCALE AS SHOWN MOUNT JOB NO. 00 OF SHEET C 1 1 SHEETS 120/240 C1R C \0 C' J DEMOLITION- REMOVE ALL APT ELEC. PANELS AND UNUSED CONDUCTORS ROUTE EXISTING TO NEW PANEL LOCATIONS (SEE PLAN) VIA MTL CONDUIT. 1. ALL WIRE SIZES BASED ON COPPER. 2. ALL BATHROOMS, GARAGE, UTILITY ROOM, AND EXTERIOR W.P. RECEPTACLES SHALL HAVE G.F.I. CIRCUITS. 3. PROVIDE W.P. DISCONNECTS AT ALL A/C COMPRESSORS, 4. ALL SERVICE WIRING SHALL BE COPPER TYPE THHN /THWN. 5. ALL FEEDER WIRING SHALL BE COPPER TYPE THHN /THWN ALL BRANCH CIRCUIT WIRING SHALL BE COPPER TYPE THHN 6. WIRE AND BREAKER PROTECTION FOR ALL APPLIANCES SHALL BE AS MANUFACTURERS NAME PLATE REQUIREMENTS. 9. ALL WORK SHALL CONFORM TO THE LATEST NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES. 10. ALL RECEPTACLES ABOVE COUNTERTOP SHALL BE GFI PROTECTED 11.SMOKE DETECTOR SHALL BE 110V INTERCONNECTED. 13. PROVIDE 24" MIN. HORIZONTAL SEPARATION BETWEEN ELECTRIC PENITRATIONS IN ALL FIRE RATED WALLS. ARTICAL 410 -8. 14 - REMOVE ALL EXISTING WIRING NOT REQUIRED.. 15 - RELOCATE ALL ELECTRICAL WORK FROM EXISTING WALLS TO NEW LOCATION. 16 - REPORT ANY CONDTIONS TO THE ARCHITECT THAT MAY MANY BE A HAZARD OR PROBLEM. 17 - ALL WORK TOP BE DONE IN A GOOD WORKMANSHIP AND TO ALL LOCAL CODES. 18 - OBTAIN ALL PERMITS REQUIRED FOR YOUR WORK. 19 - CLEAN UP ANY DEBRI, BOXES OR ANY SUBSTANCE CREATED BY YOUR WORK. 20 - CORDINATE YOUR WORK WITH ALL OTHER TRADES. 21 - MAINTAIN AS BUILT DRAWINGS DAILY, AND TURN OVER TO THE ARCH. AT END OF JOB. * BEFORE INSTALLATION THE ELECTRICAL CONTRACTOR SHALL VERIFY THE SIZES OF CKT BKR & WIRES WITH A/C EQUIPMENT REQUIREMENTS. ** PROVIDE LOCK OFF DEVICE FOR WATER HEATER CKT BRK. EXISTING BEDROOM EXISTING BEDROOM OVERHEAD SERVICE ENTRANCE TO FPL POLE MTD TRANSF 3 - #1 CU THHN /THWN IN 2 "C GROUND LEVEL HLCTCAL R N.T.S. 411 FPL METER • 1 Q 6' -0" MIN. CO C; MAIN 1 200 2 � 3 - #1 CU THHN /THWN IN 2 "C GENERAL DUTY NEMA 3R 200A ENCLOSURE 2P,120/240V W /NEUTRAL KIT 22,000 AIC 150 AMP CIRCUIT BKR MAIN CKT BRK No. 1 OF 1 C.W. PIPE 3/4" MIN. 0 #4 CU O (2) 10' -0" LONG x 5/8" 0 S z° GROUND RODS E - R D EXISTING LIVING ROOM AGRAV EXISTING BEDROOM 111 E E rit PNL RELOCATED WASHER (Sc DRYER - -J 000 0 EXISTING KITCHEN EXISTING DINING ROOM ELECTRICAL CALCULATIONS 1. R ESIDENC® 2119 SQ.PT. ©3WATTS /SQ.PT 2. SMALL APPLIANCE CKTS ©1.5EACH 3. APPLIANCE LOAD 4. SUB TOTAL 5. FIRST 10KW ©100 0/C 6. REMENDER ©40% (27.147) 7. AHUO1 10KW STRIP HEATER 10.45X.65 TOTAL 27.64VA (1000) = 115.16AMPS 240V EXISTING WASHER DRYER & WATERHEATER TO BE RELOCATED �i -- 1 IDRYERI H SHEFI _ J 'WI-I 1 n NEW L UNDRY ROOM NEW WATER HEATER LOCATION NEW ENCLOSED CAR PORT 6.357 VA 3.00 VA 27.790 VA 37.147 VA 10.00 VA 10.85 VA 6.79 VA 27364 VA NEW METER LOCATION NEW PANEL RELOCATED FROM KITCHEN r • AREA OF NEW WORK REVISIONS BY PERMIT SUBMISSION 11 -8 -00 c� 7 i Q Ld 0 V') N!- Z J 0 W V) V) W I- 0 Z 1# PNL AMPS VOLTAGE CKTS WIRE PHASE MAIN MOUNT MANUFACTURER TYPE A 200 120/240 40 3 1 LUGS FLUSH SIEMENS OR EQ. CU LOAD CENTER KVA CKT No. WIRE COND INCH CKT BKR CKT No. WIRE COND INCH CKT BKR KVA POLE AMPS SERVING POLE AMPS SERVING 12 1 3/4 2 50 RANGE (12KW) 2 12 1/2 1 20 SMALL APP 2 1.5 3 6 4 14 1/2 1 15 LIGHTS,RECEPT 1.5 5 6 3/4 2 60 AHU +ST. HTR. 6 14 1/2 1 15 LIGHTS,RECEPT 1.5 7 8 14 1/2 1 15 LIGHTS,RECEPT 1.5 * 9 8 3/4 2 40 COND. UNIT 10 14 1/2 1 15 LIGHTS,RECEPT 1.5 11 12 14 1/2 1 15 LIGHTS,RECEPT 1.5 4.5 ** 13 10 1/2 2 30 WATER HEATER 1 14 12 1/2 1 20 BATHROOM GFI 1.5 15 16 12 1/2 1 20 BATHROOM GFI 1.5 1.5 ** 17 12 1/2 2 20 WATER HEATER 2 18 14 1/2 1 15 LIGHTS,RECEPT 1.5 19 20 12 1/2 1 20 SMALL APP 2 1.5 5.0 21 10 1/2 2 30 DRYER 22 14 1/2 1 15 LIGHTS,RECEPT 1.5 23 24 14 1/2 1 15 LIGHTS,RECEPT 1.5 1.5 25 12 1/2 1 20 WASHER 26 14 12 1 20 LIGHTS,RECEPT 1.5 .38 27 12 1/2 1 20 REFRIGERATOR 28 14 1/2 1 15 LIGHTS,RECEPT 1.5 .38 29 12 1/2 1 20 FREEZER 30 14 1/2 1 15 LIGHTS,RECEPT 1.5 31 1 15 SPARE 32 14 1/2 1 15 LIGHTS,RECEPT 1.5 .85 33 12 1/2 1 20 GARBAGE DISP. 34 14 1/2 1 20 ATTIC FAN .18 1.5 35 12 1/2 1 20 DISHWASHER 36 12 1/2 1 15 y LIGHTING 15 37 SPARE 38 - SPACE 39 SPARE 40 - SPACE C1R C \0 C' J DEMOLITION- REMOVE ALL APT ELEC. PANELS AND UNUSED CONDUCTORS ROUTE EXISTING TO NEW PANEL LOCATIONS (SEE PLAN) VIA MTL CONDUIT. 1. ALL WIRE SIZES BASED ON COPPER. 2. ALL BATHROOMS, GARAGE, UTILITY ROOM, AND EXTERIOR W.P. RECEPTACLES SHALL HAVE G.F.I. CIRCUITS. 3. PROVIDE W.P. DISCONNECTS AT ALL A/C COMPRESSORS, 4. ALL SERVICE WIRING SHALL BE COPPER TYPE THHN /THWN. 5. ALL FEEDER WIRING SHALL BE COPPER TYPE THHN /THWN ALL BRANCH CIRCUIT WIRING SHALL BE COPPER TYPE THHN 6. WIRE AND BREAKER PROTECTION FOR ALL APPLIANCES SHALL BE AS MANUFACTURERS NAME PLATE REQUIREMENTS. 9. ALL WORK SHALL CONFORM TO THE LATEST NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES. 10. ALL RECEPTACLES ABOVE COUNTERTOP SHALL BE GFI PROTECTED 11.SMOKE DETECTOR SHALL BE 110V INTERCONNECTED. 13. PROVIDE 24" MIN. HORIZONTAL SEPARATION BETWEEN ELECTRIC PENITRATIONS IN ALL FIRE RATED WALLS. ARTICAL 410 -8. 14 - REMOVE ALL EXISTING WIRING NOT REQUIRED.. 15 - RELOCATE ALL ELECTRICAL WORK FROM EXISTING WALLS TO NEW LOCATION. 16 - REPORT ANY CONDTIONS TO THE ARCHITECT THAT MAY MANY BE A HAZARD OR PROBLEM. 17 - ALL WORK TOP BE DONE IN A GOOD WORKMANSHIP AND TO ALL LOCAL CODES. 18 - OBTAIN ALL PERMITS REQUIRED FOR YOUR WORK. 19 - CLEAN UP ANY DEBRI, BOXES OR ANY SUBSTANCE CREATED BY YOUR WORK. 20 - CORDINATE YOUR WORK WITH ALL OTHER TRADES. 21 - MAINTAIN AS BUILT DRAWINGS DAILY, AND TURN OVER TO THE ARCH. AT END OF JOB. * BEFORE INSTALLATION THE ELECTRICAL CONTRACTOR SHALL VERIFY THE SIZES OF CKT BKR & WIRES WITH A/C EQUIPMENT REQUIREMENTS. ** PROVIDE LOCK OFF DEVICE FOR WATER HEATER CKT BRK. EXISTING BEDROOM EXISTING BEDROOM OVERHEAD SERVICE ENTRANCE TO FPL POLE MTD TRANSF 3 - #1 CU THHN /THWN IN 2 "C GROUND LEVEL HLCTCAL R N.T.S. 411 FPL METER • 1 Q 6' -0" MIN. CO C; MAIN 1 200 2 � 3 - #1 CU THHN /THWN IN 2 "C GENERAL DUTY NEMA 3R 200A ENCLOSURE 2P,120/240V W /NEUTRAL KIT 22,000 AIC 150 AMP CIRCUIT BKR MAIN CKT BRK No. 1 OF 1 C.W. PIPE 3/4" MIN. 0 #4 CU O (2) 10' -0" LONG x 5/8" 0 S z° GROUND RODS E - R D EXISTING LIVING ROOM AGRAV EXISTING BEDROOM 111 E E rit PNL RELOCATED WASHER (Sc DRYER - -J 000 0 EXISTING KITCHEN EXISTING DINING ROOM ELECTRICAL CALCULATIONS 1. R ESIDENC® 2119 SQ.PT. ©3WATTS /SQ.PT 2. SMALL APPLIANCE CKTS ©1.5EACH 3. APPLIANCE LOAD 4. SUB TOTAL 5. FIRST 10KW ©100 0/C 6. REMENDER ©40% (27.147) 7. AHUO1 10KW STRIP HEATER 10.45X.65 TOTAL 27.64VA (1000) = 115.16AMPS 240V EXISTING WASHER DRYER & WATERHEATER TO BE RELOCATED �i -- 1 IDRYERI H SHEFI _ J 'WI-I 1 n NEW L UNDRY ROOM NEW WATER HEATER LOCATION NEW ENCLOSED CAR PORT 6.357 VA 3.00 VA 27.790 VA 37.147 VA 10.00 VA 10.85 VA 6.79 VA 27364 VA NEW METER LOCATION NEW PANEL RELOCATED FROM KITCHEN r • AREA OF NEW WORK REVISIONS BY PERMIT SUBMISSION 11 -8 -00 c� 7 i Q Ld 0 V') N!- Z J 0 W V) V) W I- 0 Z 1# HVAC DESIGN REQUIRES: I PROJECT: new split system air conditioner LARRY TUMA 54 NORTHEAST 101 ST. MIAMI SHORES, FL. HVAC DESIGN REQUIRES: YES NO Duct Smoke Detector NH X Fire Damper(s) SEE PLAN X Smoke Damper(s) 1200 X Fire Rated Enclosure EXTERNAL IC PRESSURE -IN W.G.- X Fire Rated R/Ceilinq Assembly 1 /4 4.4 X Fire Stopping 1100 ON11000 X Smoke Control 34400 X , EQUIPMENT SCHEDULE NVd UNIT NUMBER NH AREA SERVED SEE PLAN TOTAL AIR SUPPLY 1200 OUTSIDE AIR .FM 0 EXTERNAL IC PRESSURE -IN W.G.- 0.43 FAN MOTOR ' /FLA 1 /4 4.4 CHARACTERISTICS V/ Hz/0 208/230 -60 -01 1100 ON11000 COOL. COIL . - BTU /HR- 34400 TOTAL SENSIBLE HEAT - BTU /HR- 24600 ENT. AIR TEMP. -F DB/ F WB- ° MODEL NUMBER RCHA36A1 (1HV UNIT MANUFACTURER RHEEM NUMBER MODEL RBHA -17 WEIGHT -lbs.- 92 MCA/MFS COOLING MCA/MFS HEATING UNIT NUMBER c/u LOCATION ON SLAB AMBIENT TEMP. "F 92 REFRIGERANT FAN FLA AIR COOLED COI ERISTICS V /Hz/0 208/230 -60 -01 UNIT MANUFACTURER RHEEM NUMBER MODEL RAM B- 036JAZ WEIGHT -lbs.- 196 REMARKS SYSTEM (S)EER 12.40 LIQUID/SUCTION SIZE -IN 3/8" X 3/4" DIH ELECTRIC HEATER -KW- 10 32' - 2" plenum 3/8" OD liquid line through crawl space to C /U. 0 3/4" OD suction line through crawl space to C /U, insulated with armaflex 3/4 "x1/2 ". 03/4" PVC drain line-. with P trap through crawl space to soil area. r r i BATH AIR HANDLER INSTALLATION n.t.s 40CFM 8X4" t [7 -7 7 –j / I A BEDROOM 160CFM 10X6" 160CFM 10X6" BEDROOM • - I /77 - i _L 7 - refrigerant and drain lines. SEE A/H INST DETAIL. l 06 "flex 06 "fl TT �� , lL , 1 04 "flex -, return: bifold. ex / J 23 "W- 22 "H -23 "L aluminum stand. 60 amps c.b. #6 W 19,21 / ! � 06 "flex J z anchored to concrete slab. SEE DETAIL. #8 W 18,20 BATH O. 160CFM 10X6" LIVING ROOM 44' liquid and suction lines.. CONDENSING UNIT INSTALLATION DETAIL. n.t.s. los 4(3/8x1 -1/2 ") anchor bolts 4" concrete slab. ALL DUCTWORK TO BE R -6. ALL DIFFUSERS ARE CEILING TYPE. A 010 "flex BEDROOM 160CFM 06 "flex 10X6" } I1 I / / / / / _/ 06 "flex 160CFM 10X6" T� / 7 r r / 1 1 T� T% L ■_91 54' -10" 1 2 "X 12 "X 12' r" 7 duct board / 06 "flex-" i i / � [- 06 "flex i t / 1 //1 / ////////// // / ////// //A // // ; / 7 / /1 1// 160CFM 10X6" KITCHEN 160CFM 10X6" DINING ROOM I/ / / /j /�i COVERED GARAGE //// / /� // / / / / / -1 / 1 , _l _ WINDOW SCHEDULE: 0 4.5 S.F. ® 12 S.F. ( 9 S.F. ® 15 S.F. existing 150 amps. panel "A" —7 date: REVISIONS: scale: by: 07 -20 -01 1/4" = 1' -0" ERA TECHNICAL SERVICES CENTRAL COMFORT 9721 SW 102 AVE. RD. MIAMI, FL. 33176 305 - 598 -7575 CONSULTANT: PAGE #: 1 of 1 INTERLOCKING BRICK 2' BAND BED ROCK BASE — POOL WALL 4' CHAIN LINK FENCE SELF CLOSING SELF LATCHING 1 GATE WATER NE 101st STREET SITE PLAN SCALE : 1/20' =1' -0' SEWER 15' 2 I RIDGED METAL E CONDUIT 111111 =11111 =11111 1 II— IIIII =IlUTi 1T POOL COPING 1=3fi`ICK ON SAND DETAIL NO SCALE 200 A. O.H. SERVICE RECEPTACLE I:3OX DETAIL NO SCALE 4' CHAIN LINK FENCE 30' INLET 3' DEEP BUL LNOSE COPING CURVE LAYOUT 1/4 TURBO SKIMMER 4' -1' 4' -1' BRICK CN BAND 18' WIDE SWIMOUT WEATHERPROOF GPI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE POOL EQUIPMENT ELEV. TOP OF POOL WALL 8,5 VOLUME (GALLONS) DEPTH OF POOL 6.0 ,' ELEV. TOP OF MAINDRAIN 2.5 ✓ FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRAIN 2.5 ✓ POOL IN FLOOD CRITERIA 3.5 ✓ LESS 2'0' HYDROSTATIC VALVE 1.5 ,i SLAB THICKNESS REQUIRED 6' ✓ SURFACE AREA (SQ. PT.) 355 VOLUME (GALLONS) 10000 TURNOVER (HOURS) t0 PERIMETER (FEET) 80 DECK AREA (6Q. FT) 408 d J 4- 0 Q a g J J 6' THICK GUNITE WALLS REINFORCED WITH ANTI VORTEX • 3 BARS AT 10' CENTERS BOTH WAYS MAINDRAIN 6' THICK GUNITE FLOOR SLAB REINFORCED WITH • 3 BARS AT 10' CENTERS BOTH WAYS. FPL. METER 0 1 200 AMP PNL • • • NOTE: PROVIDE •8 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. GENERAL NOTE: THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE APPLICABLE CODES IN THE AREA IN WHICH THE PROJECT 16 LOCATED. TI-4E SOUTH FLORIDA BUILDING CODE WAS UTILIZED FOR MIAMI DADE COUNTY, THE BROWARD EDITION 1999, WAS UTILIZED IN BROWARD COUNTY. THE SOUTHERN STANDARD BUILDING CODE WAS UTILIZED IN MONROE COUNTY. PLUMBING NOTES: 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEvIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE 84-IALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 I/2' DIAMETER UNLE88 OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL COMPLY WITH SECTION 50025 b OP THE SOUTH FLORIDA BUILDING CODE. ELECTRICAL NOTES: 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING 61-IALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED 61-1A0WING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IP NECESSARY. STRUCTURAL NOTES: 6' CERAMICS 2004 DISC. 3'6 1kUN+ I 0 10 TRI N IN 3 4' coND. POOL. SECTION NO SCALE I 2P - 60P i TIMER 4 SWITCH 3 0 12 THUN IN 1/2' CONDUIT WATER LEVEL I- 2P -50A I -2P -204 1 -IP -154 GFI AQUADYNE PANEL 1 HP PUMP uui. 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED NOTE: SECURE MAINDRAIN GRATE WITH SCREWS 3 *8 THWN IN 33 a' COND. 5 HP HEAT PUMP 2 •14 TWW -410 THWN FOR 200W 4. 1.12 TPUN 1 14 THU.N FOR 15W N 1/2' COND. 110v/12v 2 • ••• THWN + I *12 / TRANSFORMER IN I' COND. 28 V. D.C. GENERATOR 12V POOL J �XION LIGHT I. ALL POOL CONCRETE 81-IALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P81. 2. ALL REINFORCING STEEL SHALL NAVE A MINIMUM YIELD STRENGTH OF 60000 P81. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) 8HALL HAVE A MINIMUM 28 174Y COMPRESSIVE STRENGTH OP 2500 P81. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. TO CI-LORMATIC ELECTRIC RISER DIAGRAM NO SCALE BRICK OR STONE COPING 1 1/2' POOL WASTE TO SPRINKLER RECIRCULATION PUMP 1 I-4P, 50 GPM AT 60' TDH SELF - PRIMING \ �/i r � SO z ' NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE 18 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. SAFETY NOTES: SOIL NOTE: AIR RELIEF VALVE SAME THICKNESS A8 WALL BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER 81-IALL BE NOTIFIED. EQUIPMENT ISOMETRIC NO SCALE MIN. 18' BELOW WATER LEVEL 2 •3 BARS ACROSS NICHE UNDERWATER LIGHT HT DETAIL_ NO SCALE POOL COPING WATER LEVEL POOL FILTER WITH 100 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE 2' TILE STRIP OF CONTRASTING COLOR SUIMoUT DETAIL - NO SCALE POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OP THE BFBC AND SPECIFICALLY 50012 (10) (aa) 'ALL DOOR WITH ACCESS TO TI-4E POOL 81-IALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN TI-4E DOOR OR ITS SCREEN 18 BEING OPENED. TI-4E ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 18 OPENED AND BE CAPABLE OP EMITTING A SOUND OF SUFFICIENT VOLUME TO BE? HEARD IN THE DWELLING. THE AL8R1 SHALL SE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEAGTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 1. A PERMANENT SAFETY WARNING SIC-11 SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSIMSPI -5 -S5. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST 81-IALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: 'THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE /TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER INCLUDING A SPRING -LOCK SELF- CLOSING GATE. UUJ /INTERNAL BYPASS 0 POOL WALL STEEL 1' NON METALIC CONDUIT TO JUNCTION BOX (1 LIGHT BOUY ! BOND WIRE TO POOL STEEL NOTE: STEP STEEL NOT REQUIRED WATER LEVEL WEIR TURBO BOOST INLET 18' 12' 12' 1 1 1 4 RISERS AT 10 ' EACH I �,. OPTIONAL 2' TILE OF CONTRASTING COLOR rr STEP DETAIL NO SCALE POOL COPING SKIMMER SECTION NO SCALE LOAD CALCULATIONS: POOL DECK MIN. 15 SQ. IN. BASKET n. 11/2' TURBO RETURN 2' SUCTION GENERAL LIGHTING: 1500 SQ. FT. x 3 WATTS / SQ. FT.. 4500 WATTS APPLIANCE AND LAUNDRY ROOM • 4500 WATT8 RANGE 7 12000 WATTS DISPOSAL 7 800 WATTS DISHWASHER • 1200 WATTS REFRIDGERATOR • 1200 WATTS DRYER s 5000 WATTS WATER HEATER • 4500 WATTS TOTAL ! 33100 WATTS POOL LIGHTING 2 150 UJATT8 TOTAL ! 33850 WATTS FIRST 10 KW AT 100% • 10000 WATT8 23850 WATTS AT 40% ! 9540 WATTS TOTAL 7 19540 WATTS AIR HANDLERS • 1500 WATTS HEAT PUMP • 5500 WATTS POOL PUMP • 2500 WATTS TOTAL . 35040 WATTS / 240 VOLTS • 146.0 AMPS POOL DATA: HYDROSTATIC UPLIFT NOTE: IF TI-4E POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB 81-IALL TAPER FROM 6' AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB TNICKNE88 REQUIRED.