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REGISTERED STRUCYURAL ENGINEER { STATE OF FLORIDA #36205 ROOF ']PRUSS IJAVIOUT _ 3320 PADDOCK ROAD, WESTON, FL 33331 �' � 0J i LL :f,..+ =_ a. c' ,x : ` � � BAR 0 � - L -14 I REVISIONS i 1 i PROPOSED ROOF TILE SHALL BE COLOR THRU AND SHALL MATCH EXISTING TILE c cv 11 u NEW GLASS BLOCKS NEW WINDOW NEW WINDOW NEW WINDOW NEW GLASS BLOCKS W CO ❑ o ❑ ❑o❑ 00 ❑ ❑❑ Ze I ❑ v v 0 WIND PRESSURE WIND PRESSURE CO 0-) POS. NEG POS. NEG CO + 42 PSF 44 PSF + 42 PSF 44 PSF POS. NEG POS. NEG POS. NEG EXIST WINDOW EXIST WINDOW + 44 PSF 46 PSF + 44 PSF 46 PSF + 44 PSF 46 PSF EXIST WINDOW �) + 44 PSF 46 PSF + 44 PSF 46 PSF + 44 PSF 46 PSF C/) - -- - -- -- w PROPOS EAST ELEVATION SCALE: 4 „ -i, -0„ (•� I � r � l 1 goPOS - Eb RooP - ro SRC CoZok 7 J At,47GE( EXIST DOOR III Hill III WIND PRE SURE rr�Dc�� POS. NEG A + 42 PSF 45 P O EXIST WINDOW D i PROPOSED SOUTH ELEVATION Q SCALE: 4 " =1' -0" C) L f n/ F- PROPOSED ROOF TILE SHALL BE COLOR THRU AND SHALL MATCH EXISTING TILE I - - - - -- - - - - — - - z O6 J LLI O � — Z W o Q z > Q Q WINDOW Q R NEW CD NEW EXIST DOOR NEW DOOR WIND PRESSURE POS. NEG ® 42 PSF 45 PSF � DRAWN EXIST BRICK GRILL CHECKED C.C.M. EXIST WINDOW WIND PRESSURE EXIST WINDOW POS. NEG DATE 11 -07 -05 + 42 PSF 45 PSF SCALE SHOWN PR SHEET W EST ELEVATION AT N I �v s v o SCALE: 4 " =1' -0" I A 2 � i I, i —3 „ POURED CONC_ 17 BEAM OR PRE CAST LINTEL REVISIONS o 4 -p (TYP. ) 0 ,� ,. � 2 F --- - - - - -- I I i i O i 4 „ i >� 2x4 P.T. ,BUCK W/ ( TYP. x 31 LG. 00 TING 8c l COLUMN SCHEDULE. APCONCS OR 00 f i floor. 11.34' EQUIV. 1) @ 4 E. E. & 2 0. C. Ln ❑3 ® 1❑ 8 "X8" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL OP I N G TH R U —OUT (TYP.) N ITO CO PROPOSED MASTER AS SHOWN ON PLANS ` C\2 �A � i� `� C BEDROOM ❑2 8 "X8" CON�RETE COLUMN W/ 2 # 5 VERTICAL ` cq & # 3 TIES @ 9" O.C. MAX. `` ® � � � SOLID FILLED CERAMIC.TILE FLOORS Ln C.M.U. OR CONC. W W -� THROUGH OUT ADDITION 3 ❑3 1 # 5 VERTICAL IN BLOCK CELL FILLED W/ ``� COLUMN EA. SIDE CONCRETE S SHOWN. CO 4 N � � OF WINDOW OPENING (TYP.) � ►� ° i CL OSED � � OPENINGS TO BE CL ►®, POURED CONC. 4 FLR. (TYP.) CO CO 3 TYP. DOOR BUCK. o B�AM d [ 14' -0" SCALE: 2 " =1' -0" C AST LINTEL w �� LO A .: ..;....:.. • : .:. TYP.) o 0 4 4 4 :. 3 • a • .`; 31 ® 3 5' _2 „ x4 P.T. ,SUCK W/ X 3 LG 3 8 APCONCS OR 2 ' ' /' ' ,' ' ' ' ' ' '' ' ,'''' /' / EQUIV. 1 @ 4 I '!� 11.3 4. � f in f loor. 1 2 E. E. �c C . ® - - - - -- -------------- - -� - -- _ 31 ---- =- ------------- ___ / , / , TH R U OUT TYP. ) /, // © D NEW 00 M. BATH I REMOVE EXISTING LAUNDRY CONC. TIE -BEAM ® ,— EXISTING DEN ,' s`,r''I�x ��'I� ,' ,'' ,' /' SOLID F I L L E D 00 g g / / / /' / /' C.M.U. OR CONC. ® EXTENDED I I I ' / ,' / / , // �/ �/ �/ / , /�, �/, , /�/ / ,/ .. • • . . ••'. • a,. ,',' ,' / ,' , ,' a • • . ' ..• • COLUMN EA. SIDE F F W NDOW OPENING TYP. �/ ,/ // /� ,/ /' �/ ,' / , , , / , , / , , / / �/ /, / / , / , / , / , ✓I / , /�, , �/ // �/ �/ �, �/ �/ ,/ // ,/ // /, ,/ �, ,/ �/ �/ �/ POURED CONC. SILL TYP.) ,' /' /'�,�J�N 6,►�'/' / , , , ,' / , , , , , /,/ ,,/ I, , , / / ' ' 'EjsTr� TYP. WINDOW BUCK 01 /' �' /' �' /' '' ,' /' ' ' ' ' ' ' ' / / , ' i / ' r / / , / / / / , / ✓ / / / / /, / / / / i / / / / / / / / SCALE: 2 1) —G), El / / /c / / / / / / / / / / / /' / / / / / / / / / / / , / , / , / / / , / , / / / EXISTING B' % 12' d 3/16• D % 5' LONG / / , / / / , • CONC. TIE BM. (MIN.) 'TAPCON' CUNC • SCREWS 2 12' D.C. ° GYPSUM BOARD FIN. STAGGERED AND GLASS 6 ALUM. FRAMED COUNTERSUNK INTO P.i. WINDOW UNIT. EXISTI STUCCO •• • W X 4' BUCK FINISH INSULATION (TYP.) /. 2• SEi W/. LIQUID MAD_ 8 CONT. CAULKING AND P.T. 1' X WOOD NAILE ' 1CIS��W ' ' ' ' / / / / / / / / / / / / / / / / / / / / / , % , / / / / / / , / / / / , / / / / / / / / / • . o HEAD AND SILL / c / / / , / , / / / , , / / , WOOD S� / / / / / / / / //J /�] / �t / / 7 / / ' / ' / ' / / ' / ' / ' / X 3/4' RAISE P�T� 1' X VD MAILERS BACKER RD1L AND FURRING STRIPS 'AA ' ' /' /' /' /' /' /' /' f lyi •/� '/' ACCENT HAND TYP AND FURRING STRIPS CO RODNT AND CONT. MUD SET MARBLE INSULATION 8' YP / 1v BAT / / / / / / / / / / / / / / / / ' / / / / / / / / / / / / / / / / BACK SEALANT AND v J / , / / / / / / / / / / / / / / / / / / / / / / / , / , / ./ / / / _ ! / / / / / / / / / / / , SILL BACKER ROD. � / ' / CONT.1 /2 ROUND DRIP• 8 (MINJ 'TAPCON' CONC • ' X 3/4' RAISE 3/16. O X 5' LONG / / / / / / / / /' / / / / / / / / / / / / / / ✓ / / / /-— / / ' / ' / / / / / / ' / ,' ' SMOOTH STUCCO FIN• (MIN.) TAPCON' CONC 3/16' O X 5' LONG ACCENT BAND TYP, •• .• P.T. 1' % VDDD MAILERS SCREWS B . AND FURRING STRIPS STAGGERED AN➢ F / SCREWS 2 12 ' D, D_LE➢ BLOCK CELL W/ ./ , ' / / / / / , / , / , , , , C. � COUNTERSUNK INTD P.T. 1 - M5 VERT. WD. BUCK SET CONT. SEALANT AND STAGGERED AND ... r. BACKER ROD. COUNTERSUNK INTO P.T. r EXISTING 8' 1 C WALL 2• % 4' / / ,��• , / , TTTTTTTTT (( / `/ ^ �, t , / , , , , / / / / VD. 2• X 4' BUCK SET , • 4. :'• TIE BM, HEAD AND SILL ..< ; / / / / / / / ' / / / / / / ' / ' / / E G 1 �Q �, ' / ' •✓ ' / / / / / / / , / , / / / / WITH B• X t2• DNC. W/. LIQUID NAIL ! I I I �,( ) WINDOW UNIT. HEAD AND SILL 8• X 3/4' RAISE WINDOW UNIT. GLASS L ALUM. FRAMED W/. LIQUID NAIL 2 B' X B' CONG CAP. GLASS L ALUM. FRAMED O SMOOTH STUCCO FIN // CONK ACCENT BAND TYP, SEALANT AND 8' BACKER ROp,NT AND / / / / / / / / / / / / / / / / , / / / / / / / / / / , / , / r'� (� HACKER ROD. INISFi, G STUCCO FIN SHNG STUCCO � . J , / / / / / / , , / / / , / , , , , , , , / , , / HEAD SILL JAMB , , , ,' , , 'fir,' / ,' , / , E f5 � ,, ,',,�,, ' GAR%G ' E ' /',' /' 0 � W 0 ry WINDOW DOOR ATTACHMENT NOTE: PROVIDE 1/ 4 DIAMETER X 1 1/2" LONG TAPCON INTO DOOR AND WINDOW BUCK 0 z W AND HEAD AT 16" O.C. TYPICAL AS PER S.F.B.C. LATEST EDITION. — INSTALL 1" X 3" P.T. WOOD BUCK AT WINDOWS INSTALL 1" X 4" P.T WOOD BUCK AT DOORS. PROPOSED FLOOR PLA " 1 DRAWN =' —0 SCALE: " 4 DOOR SCHEDULE WIND PRESSURE REMARKS. CHECKED C.C.M. . WINDOW SCHEDUL POS. NEG MARK I MATERIAL DATE 11 -07 -05 MARK SIZE TYPE REMARKS. 1 2 -8 X 6 -8 WOOD INTERIOR NEW DOOR MATERIAL POS. NEG 2 2 -0 X 6 -8 WOOD BI -FOLD DOOR NEW DOOR SCALE SHOWN 3 EXISTING DOOR TO BE REPLACED SHEET A 37"W X 50"H HORIZON. SLIDER ALUM. + 44 PSF PSF 46 NEW SINGLE HUNG 4 2-3 - 1) NC NEW DOOR EXTERIOR 45 PSF IMPACT ERESIST B 37 "W X 38 "H HORIZON. SLIDER ALUM. + 44 PSF 46 PSF NEW SINGLE HUNG 15 "X24" 8" GLASS BLOCKS + 42 PSF 44 PSE F T "I I GENERAL NOTES. Z� R � EISIONS I g - - r __-- - - -__- ELECTRICAL N I ° I - 6 / i i � i THIS WORK SHALL BE DONE AS PER REQUIREMENTS OF THE 1 • CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, UTILITY I 1 i i i NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER LOCATIONS & BUILDING DIMENSIONS & SHALL RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT /ENGINEER PRIOR TO 8 8 COMMENCING WORK ALL ELECTRICAL MATERIALS & EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. cl' fin floor. 11.34' 2. CONTRACTOR SHALL APPROVE ALL SHOP DRAWINGS PRIOR a RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH TO SUBMITAL FOR ARCHITECTS /ENGINEERS APPROVAL. 0) CO M C9 I THE DRAWING INDICATES THE EXTENT & GENERAL A RRANGEMENT �' 4 9 / �5_' 5 OF EQUIPMENT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SOUTH W 9 4 ORDINATE HIS WORK WITH THE WORK OF OTHER TRADES SHALL CO FLORIDA BUILDING CODE. o w W PROPOSED MASTER \ +, �, ALL LIGHTING FIXTURE ALL WIRES #8AWG &SMALLER SHALL BE SOLID COPPER 44 S AND ELECTRICAL RECEPTICLES SHOWN 0 ELECTRICAL + ►� BEDROOM ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. 4 ALL EXTERIOR DOORS & WINDOWS SHALL COMPLY WITH ,� c o ALL FLOOR PLAN ARE NEW A D SHALL BE ADDED. ' ALES IN' WALLS CE ILIN G. CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. \ s y` s i . CONDUIT SHALL BE E.M.T. WHERE CONE .OR + ANY EXISTING LIGHTING FIXTURES AND ELECTRICAL IT ! 1H L' L BE, hM.0 WHERE EXPOSED OR IN�,CQNCRETE. W c\1 RECEPTICLES IN AREAS F CONTRUCTION 5. FIXED GLASS & / O R OPERABLE WINDOWS WITHIN 24" OFF co ' MAY BE NSIDERED AN IF SO SHALL BE - Y THAT THE EXISTING ELECTRICAL PANEL 4 co CONTRACTOR IS TO VERIFY FINISH FLOOR SHALL BE SAFETY GLASS. '� BROUGHT UP TO THE FL RIDA BLDG. CODE & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL Cp co y U' DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY O + - , EXISTING ELECTRICAL PANEL & ELECTRICAL FEED AS REQUIRED TO 6. ALL SLIDING GLASS DOORS & WINDOWS SHALL BE FABRICATED 9 RECEIVE NEW ELECTRICAL DEMAND LOAD 4 5� 5 BY A METRO DADE COUNTY APPROVED SERIES MANUFACTURER ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS ►�," 4- GFI -WP 1 1 WITHIN 16 OF POOL & LESS THAN 12 , IN HEIGHT SHALL BE ON GROUND 7. SLAB ON FILL: FILL & BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE, AS DETERMINED I s s / ,� '.' ' /' /' /' PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE BY THE PROCTOR TEST. COMPACTED LAYERS NOT TO EXCEED � 6 6 -- ' ' /o/ ' ' ' ' OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES 6" + 6 .C5 8. REINFORCING STEEL: ASTM A -305, A -615, GR60. 2 SH l 9. CONCRETE ALL ACHEIVE 3000 P.S.I. IJN 28 DAYS. + I NEW % BATH 1 I `\ ,% /''' ,' ;'', /� X l of,' H AS �\ 10.IF EXISTING SEPTIC TANK HAS TO BE ABANDONED FOR ANY \ EXISTING DI DEN ,/ / ,/ / , /, /, /,/ // /.E'LG`T &1'CPL ,l� ,/, , , , , , ,PAN, REASON, IT SHALL BE COMPLETELY PUMPED OUT, HOLES KNOCKED AC / ' ' ' ' ' ' ' ' ' ' ' ' ' ' OUT IN THE BOTTOM �c FILLED WITH SAND OR OTHER APPROVED 6 15- GFI 15- GFI ELECTRICAL S CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS / , ,, /, // /, // // , /, /, /, // // // // /' /' /''y',/ ,',/ /' / / ,' ' ,', ,',' /' /' / ,' ' /', GEN. LIGHTING /RECEPT. 1 -6 #12 1 /2„ 20 6516 405 SF x 3W /SF # / 3000 7 EXIST .HOT —WATER E T 10 3 4 30 / O , / / vy. / ,�I , 8 -11 BEDROOMS ARC FAULT PRO. #12 1/2 20 3000 ARC FAULT PROTECTED / # 6 1 „ 50 10000 60 AMP 2 ROLE BREAKER El Cu #8 3 / 4 40 3500 ELECTR 14 WASHER #6 1" 50 1500 ( / , / / / , , / / / / / , / , , / , Ex / , , , / , 'y , / / , , / / / / / / , , , / / METER , , , / / / / / / / / / / �'/ , / , ,, ,,, ,, / /,, // i 12 „ / , , / // / /// , / , , / , / /� BATH GFI #12 / 20 1500 I / , f 16 DRYER #10 1" 30 1500 LLJ 1,7.; RANGE #6 1" 50 6000 REFRIGERATOR 12 20 1500 18 # 1 / lo 19 -22 SMALL APPLIANCES #12 1 / 2 20 1500 • • I— 0 I— LL � X OU U) � J LL z IN = 1/2 0 Z W T ^ c/I� Z — LOAD CAC o O_j Q TOTAL LOAD — 39500 O Q PROPOSED ELECTRICAL PL IVI 1ST 10000 ®100% = 10000 n q 2MOB 2QOA REM 29500 @ 40% = 2436 SCALE: 4 " =1' -0" DRAWN A/C LOAD 13500 1 -1 /2" �3-# - TTH N* CU TOTAL 34668 CHECKED G.G.M. 34668/240 = 144 —A., DATE 11 -07 -05 20o AMA$ E yI E a # so�i cu T CWP 86;2 5 /s" - 10 SCALE SHOWN ,.. , GRQ RM s ATTA�C1JI �O� STRifC� . >> 6' -0 sT I1 e1_oc Fo`NATio ' . SHEET NOTE : COMPRESSOR SECTION FASTEN HOLD DOWN STRAPS ACCESS PANEL AIR FLOW / �z (2) #10 TEK TO C.U. & CONC. PAD TO DISC. 1 T T T T T T T REVISIONS A C GENERAL NO TE S SCREWS WITHSTAND HURRICAND FORCE SWITCH WINDS OF 146 MPH. /1\ 11-0 12" MIN. FROM ANY ,L.� —, RS & RL CONSTRUCTION 1. THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE CON D 1/4 SS COATED CABLE ABOVE FIN. _ FURNISHING OF ALL LABOR MATERIALS EQUIPMENT, PERMITS FEES 1 s GA. X 1 GAL GRADE I NSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE STRAP. UNIT. ANCHORED T❑ 4 CABLESWC❑A HER COMPLETION OF THE AIR CONDITIONING SYSTEM SHOWN ON THE CONC. C ❑NC. SLAB EA, END (3 PER DRAWINGS AND/ OR LISTED BELOW. SLAB -- _ - UNIT) 2. VENTILATION WITH GAUGES EYEBOLT I D UCTWORK SHALL BE GALVANIZED STEEL W � D . . N CONC. SLAB 0 4 N DUCT CONSTRUCTION, BRACING AN ACCORDANCE SUSPENSION IN ACC RD WITH 4 C ❑NC. SLB . THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \\ \ \/ \ \ \ \ \ \ \ \ / A.S.H.R.A.E. GUIDE AND S.M.A.C.N.A. STANDARDS. DUCT SIZES SHOWN / / ARE "INSIDE" DIMENSIONS. VERIFY EXACT LOCATION OF DUCT WITH j \ RESPECT TO STRUCTURE BEFORE FABRICATION. ,� x /% % SEE DETAIL \ 1/2" HILTI SLEEVE '� / \�� \j� \ MASON INDUSTRIES ` '` / / THIS SHEET \ '� \ '� 3. FLEXIBLE DUCT SHALL BE STEEL HELIX WIRE ON 7/8" CENTERS, ANCHOR, MIN. 2- 1/2' 2" X 2" X 3/4" SUPER "W" PAD C\? ENCAPSULATED IN A CONTINUOUS SOFT VINYL FILM, JOINED BY MOLECULAR PENETRATION (4 TYP.) TYP EACH C RNER. 1 #5 CONT. CO CONC. PAD UNDER UNIT WELDING TO FORM AN AIR TIGHT INNER CORE, THE CORE IS TO BE N.T.S. ®` INSULATED WITH FIBERGLASS INSULATION (R -6), AND SHEATHED IN A REINFORCED, ALUMINU METALIZED POLYESTER VAPOR BARRIER JACKET. PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE ►� DUCT IS CONNECTED TO RECTANGULAR DUCTWORK. DAMPER ACTUATOR FLEXIBLE DUCTS W/R 6 INSULATION AIR HANDLING UNIT SCHEDULE Q4 r! ; SHALL BE EXTENDED OUTSIDE INSULATION. SCALE: N.T.S CONDENSING UNIT SCHEDULE W " W i � 4. AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1 -1/2" SUPPLY AIR PLENUM NUMBER T N -1 r - I r -I UNIT MBE U -1 UNI UMBER AHU -1 � 1 � � ( R -6 MIN.) FIBERGLASS U_L. 181 LISTED, CLASS I AIR DUCT. W/R 6 INSULATION I ___________ _________ -- C I I I UNIT LOCATION AHU— CLOSET UNIT LOCATION OUTSIDE rr''`` DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. T I I I I '°�! cl STANDARDS. (R -6 TOP LEVEL, R -4.2 IN OTHER LEVELS). I 1 W I I 1 W I UNIT WEIGHT (LBS) UNIT TYPE VERTICAL 1 8X8 I 1 8X8 i I I — 2 wb) 5. TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR FLEX. DUC �, I 140 CFM I I 140 CFM I — MATCHING CONDENSING UNIT cu -1 T y I I I I � I HEATING COOLING WITH STAGES AS REQUIRED. � U RHEEM MANUFACTURER RHEEM HEATING/ COOLING R -6 INSU ATION I i �. R 00 F TRUSS SPACE I RAMB018JAZ MODEL NUMBER RBHC- 14J07SFE ( i CO ER �' J RSBCRL PIPING TO � � EVAPORATOR —CFM 800 � � CO 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CU -1 FOR COAT. I � I EXTERNAL STATIC PRESS. 0.30 r®.7 � INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT SEE PLAN. I 95 EVAP. FAN MOTOR —HP 1/6 8 COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. F EX W \ UNIT TIGHT T0 PLENUM . ; „ I _ uNlrs MIN. SEER ,2.00 �^ r... . 7. MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTING W/2 FOAM ', SEAL CLOSET 8 FLEX ' I ��...�_� AVAILABLE VOLTAGE 208/230 -1 -60 STRUCTURE BEFORE INSTALLATION OF EQUIPMENTS AND DUCTWORK. PARTITION \ , I I I I TOTAL HEATING CAP. 7.0 0240V SHOULD ANY DISCREPANCIES BE FOUND CONTACT ARCHITECT /ENGINEER. R -4.2 INTERNAL I » I 4 >> �� ' - -— NUMBER OF ELEMENTS — —_ 203.5KW EA. 20/20 INSULATION 3/4 SAFE — T— SWITCH(AUXILLARY FLOAT SWITCH) y A Y �� ' I 4 FILTER TYPE PERMANENT 8. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER MFR. SMD RESEARCH, INC. L , , I 4 UNIT WEIGHT (LBS) 81 RECOMMENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING I. I -- lip HEARD. BOCA RATON, FL . I H H, -- — UNIT WEIGHT (LBS) RCGA -2481 — (� AIR HANDING MODEL NUMBER SS2 , fin floor. 11 .34 C T. TOT. COOL. BTHU — 18100 NIT � I 9. GUARANTEES: , PROPOSED MASTER FILTER BEDROOM 1 A. ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER 1 a 1 PER FMC SEC, 307.2.3 REQUIRES PROVIDE LOUVERED CLO DOORS \_ THIS CONTRACT SHALL HAVE A 5 YEARS PRODUCT GUARANTEE FROM \ AHU TO BE PROVIDED WITH AT AHU CLOSET AN AUXILIARY GRAIN PAN DATE OF START -UP. „ 1 W \ X 1 -1 /2 X 1 /4 8X8 1 w I 4 \\ � 8X8 HEIGHT TO BE 1-1/2 , - B. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP DETERMINED 3 4" c.o. ANGLE ALUMINUM SUPPORT 1 140 CFM \\ , 140 CFM FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN A 1 YEAR AT JOB SIT' STAND. \ FROM DATE OF ACCEPTANCE. 8 "FLEX \\ "FLEX PER FMC SEC. 603.1.3 REQUIRES 10. TESTING CLOSET \\ �\ AHU CLOSETS TO BE PROVIDED i I _ % j A MIN. 4' CLEARANCE ON ALL j a o \ " \ A. ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG. LOW SIDE a 10F�LEX I 4 d a . SIDES OF AHU TO 150 PSIG. AFTER TESTING, EVACUATE SYSTEM TO 28% MERCURY GAUGE PRESSURE WITH VACUUM PUMP. HOLD FOR 25 PIPE SLEEVE HOURS WITH PUMP OFF. BREAK VACUUM WITH REFRIGERANT. 4 2" C.D. BELOW CONC. SLAB. B. BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITHIN 5% USING A.A.B.C. PROCEDURES AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL NOTE: DETAIL IS DIAGRAMMATIC, SEE PLAN FOR f1 Ij CORRECT ORIENTATION ❑F DUCTS & RS & RL PIPING, I 30 CA DRYER EXH. \ INSPECTION. VENT 4' I.D. NO PROTRUSIONS — INSIDE DUCT — VE 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATED WITH 3/4" IN - LO W LOCITY BACK DRAFT / / A. H. UNIT OUNTING T DETAIL o , COAFLEX. ARMAFLEX INSULATION MAY ONLY BE USED IN NON- PLENUM SUPPLY AIR AREAS. FINISHED WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT PLENUM ',' /' ' , /' ! ,' ' ' R -6 INSULATION 1 j ' / /,' ' ALL A PER MANUFACTURERS INSTRUCTION. 4 / » 40 CFM 12. ALL REFRIGERANT PIPING SHALL BE TYPE K HARD COPPER, TOGETHER LINE CHASE WITH WROUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH N �� EXISTING q/ SLOPED ROOF CAP M. DEN SILVER SOLDER OR "SILFOS ". ALL CONDENSATE DRAIN PIPING TO BE ' RS &RL A.F.G. ' � SCHEDULE 40 TYPE II HIGH IMPACT PVC WITH SLIP JOINT FITTING OF 8 „ FLL� THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER. ROOF q�� RS &RL IN ATTIC S METAL DUCT (TYP,) 13. ALL WORK SHALL CONFORM WITH THE MECH. BLDG. CODE, 2001, 2002 REVISIONS. AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. BACK DRAFT DAMPER °' 4 H. CONC. PAD CU -1 AC I ��' 1 W 8X8 NUTONE SEAL DUCT JOINT WITH O O CL. �� 140 CFM , , , , , , / , , ' , , , EXH. FAN o / / / / / / / / ' / ' / / / / / a DUCT SEALER & TAPE / / DIA. HOLE EF -1 PVC CAP WITH 1/8 / , , , , / , , / , , , / / /' / / CEILING � INSULATED FLEX. DUCT / , / / / / / / / / , / , , , / / / / / / / / / / / / ' / / / / / / , / / / / , / / / / / / , / / / / / / , / / DRILLED ON TOP FOR VENT. GRIL AIR INLET R-6 I N S U LAT I O N ' ,' ,' / ,' / ,' ,' /� I 12 / / , / , , / , / , / , / , / / , , / / / / / / / / / / / / / / ,'/ / / / , / / / , / / , / , / / / / ,'/ ,'/ <I_ EF -1 FAN NO. PVC SCH. 40 PIPING. / , , I AREA SERVED BATH /' /' /'B 1)I`R O / GM I LOCATION CEILING 12" MINIMUM / SEAL JOINT WITH TYPE 11 — \ / , / / , , , , , / / / / / , / , / , / / / , / / / / , / / / / / / / / / / / , / , / / , / / / / / / / / / , DUCT SEALER & / / , / / / TAPE. CFM 50 1 -1 2 FAN RPM - A. H. U. 3 0.15 STATIC PRESS 1�4' / / / / / // / /.. e / w / / / / / / / /' / , / / i U) TYPE DRIVE DIRECT / / / / / / / , / / / / / / / , ,' / / / / / / / / / / , /' / ,' / ,/ // /, / // / // / // / // /, // // // // / /, AMP RATING , / , , / / , , / , / , / / , / / / / / ,max I / / / / // /, /, // /, // // // // / / /, // /, // /,� �, /, /, /, /, // /, /, /, // // // // // ,.. , w ELECTRIC CHARACT 110 -1 -60 / / / / / / / / / / / / / / / / , / , / / / , / , / , / , , , , / / , / , / / z W DIFFUSER E�CI�'flt�l'� / / , / / / / / / , / LL P - TRAP / TI , / / / / / / / / / / / / / / / / / / / / / / / / / / / 0 Z z MANUFACT & MODEL NUTONE LS50 ' / / / ' ' /' ' ,' ' / ' ' ,' ' / / / �_ N NMI La i 3/4 CONDENSATE DRAIN PIPE ABOVE __� , / / / / , , / , , , , n N Q FLOOR SLAB FOR CONT. SEE PLAN ® 0 RMARKS B,C,D,E,F,H / ' ' / / /' / Li / / ' / ,/ / / / / / / / / / / / / / /' / / /' / / / / / / / / , / / / , / / // /',' ,' — THIS DRAWING. / / ' / , ,/ ' // / ,' ,' / // /' /' ,',' /' / ' ' ' /',' ' , /' /',' /',',' /',' / //' /' Q DRA FAN DETAIL SCALD: N.T.S. ..O. , / / , , , N.T.S. ., /, ,', 1 11_ //, /. /// /, /, /, // N / ,' / ,',' , , / . / . / , /' /' /' /' FzX 19 TJN /',' �� DRAWN ,' / / , SCALE: N.T.S. CHECKED C.C.M. HVAC DESIGN REQUIRES: YES NO / / , / , / , / , DATE 11 -07 -05 / / / / / / , / / / / / / / / / / / / , // , DUCT SMOKE DETECTOR ✓ , ,�CJ��Y()LO , , , / , / FIRE DAMPER(S) SCALE SHOWN SMOKE DAMPER(S) ✓ / / / /' / / /' / ,' / ,' ,/ , ,' / ,' / FIRE RATED ENCLOSURE SHEET FIRE RATED ROOF / FLOOR CEILING ASSEMBLY ✓ / / / / / / / / / / / �,' / / , / / / / //, �,' / /,, /,, /// �, �' �, < J FIRE STOPPING SMOKE CONTROL PROPOSED HVAC PLAN i i i • ma Y LFGEN BEU SANITARY SEWER LINE 2 WFCO COLD WATER SUPPLY LINE ---- - - - - -- I I I I - HOT WATER SUPPLY. "l. co co I I I i M PLUMBING NOTES. w w 1. A EL.. PLUMBING' - SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA IBUILDING CODE, STATE AND LOCAL ORDINANCES. I O co fin I loor 11.34 2_ PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND N �. O TE , CONNECTION CHARGES REQUIRED. 4 4 NO JOINTS! UNDER 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF CONCRETE SLAB x DEFECTS' IN- MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE �; I co YEAR FROM DATE OF ACCEPTANCE. P '� ® co SLOP ° - 4. SUIBMIT SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR APPROVAL '� W PRO OSED MASTER , I OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. �+ 2 AND SMALLER LINES AT -1 1„ PER FOOT. a BED OOM - > P REQUIRED TO CLEAR BUILDING STRUCTURE, ~' 3 AND LARGER LINES AT 8 PER FOOT. �. Of FSET PIP ING A RE Q DUCTWORKS *,ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE ® O k. WITH ALL EXISTING AND NEW WORK. 6. . PLUMBING. CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. I f I . - C�QQR ( TE,. O, K WITH OTHER TRADES. j ` V 8. FU. • NISH, 4 AN I NSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE S CHEDU L E � R .F E OR EQUAL .... . I j � i 0 O/ t 9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER S. F. B. C. VEwTUB M. BATH ANTI- ' ,' ,' ,',',' r 10. PROVIDE ,SHUT OFF VALVE FOR EACH FIXTURE. SCALD ' ' ' ' Q' 'r /'r ,'r ,'r r r / r / / r r �� G ` - F,) 3 3 r ' ' ' ' ' ' ' 11. ERLVER DISSIMILAR META!_S ARE TO BE JOINED, A DIELECTRIC r, r/ r r r, r r r/ r/ ,� // SOIL STA & , , r , r , r r r r / r / r / , r r r r F TTI SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 3" VTR C° � I T r , r r W 'N / EXISTING r, r r r r r/ r r r/ r/ DEN r , r , r r / , r r r r 12. PRCO/I ftp� I DOMESTIC C PI GAS FOLLOWS: L/ 7 3" e� ," CL. /' r'r'r' / /'/ r'r', OLD /HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE: / COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MI 125 LB. WOG BRONZE VALVES. r r r r rrrr r3�'',S41Ir'S,TAG�18c' SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DV'JV OR PVC DRAINAGE ABOVEGROUND. P/0 /o , O , ,' r / /' r /' r ' r ' ,/ / / �r �r A� �r' �/ r/ % ,� /', r,r ' r ' r r /' r r / ' /', /, �• �,',� �p � r r , . r / , , r , r , / , • r , , r r • r r r , , ,� , / , r , r , , r , r , r , , r , r , r , , r /, ,r, ,rr , r , . r , r , r , r , r r / r , r , r r / r , r r r / r r r / • , / r / r • / , / , / , • / / / , r , , r / r, r/ r r/ r, r, r r r r r r/ r/ r i✓ r r, r, r r r r, / r/ r r, r, r,/ r r r r / r r r r r r / r r r r/ r ✓ r r r r/ // r r r r'/ / r r/ r lbY TWG,' A t -SAAH / r / r r r r / r r r/ r r r r ✓, / r / r r r, r r r � r / r/ r, r r / r r r ' r / r r ' r ' r ' r ' r ' r r r ' '' r ' r r ' r /' ' ' / r r r r r / / r r r r r r / r // r ' r r / r / / r r / r / / r / / r / / ' r ' r r / / r / ' r / r , r r r r r r r / r r r C I� l �� r r ✓�r / ' / r LLJ I-- `n 0 .' r' /' ,' ,' ,' ,' ,' /' ,' r' r' ,' /' ,' /' , r' ,' r' ,' r' ,' r' ,' ,r ,' ,' ✓ ,' /' ,' /' r' ,' /' ,' r' ,' /' r ' ' r r' ,' ' ' ' r r ' /' (f 0 ) J z LL 0 W ., r r / r r r r r ,r , r r r / r r rrrr rrrr / r r r r r ,E 6 / TI N13 r/ r r r' / r r , r r, r r r, r r o' j Q , .',r ,', ,',' ,' Q CO r r /',' DRAWN CHECKED C.C.M. DATE 11 -07 -05 PROPOSED D PLUMBING PLAN SCALE SHOWN SCALE: 4 " =1' -0" SHEET F: 4.. R i i i IV 2855 i i Ar s AL'! iiUVELf RY 1s DATE Zlifv f�� iuR. -,L 0 4 €€ �S a i ccv : .: 'r L 31A1L i :. t�>F�i RAP ��y I a k , a j b ^,) I I { i II I i j I i 1 1 1 i i Ii l� REVISIONS TOTAL SF EXISTING = 2430 SF EXISTING B NEW CONCRETE TIE -BEAM v� 4— TOTAL SF ADDITION= 622 SF 0 0 4s• OVERLAP EXISTING GABLE ROOF 2,408 SF X 15% =361 SF PROPOSED FLAT ROOF ADDITION 126 SF E�gE 65.0' I N, O Q _ �• ••,.•. _:. ZONING LEGEND. EXISTING O QI ... ,... '. • ; DUST I SEPTIC °..'.:'; i.:. ,.: .. ,.• ,;• �:.:' .. .. ate, SHED �. CONCRETE TEE BEAt1I . r'•: :..:.:' : !. �• SINGLE FAMILY &DUPLEX i $c QF Li ,, •: 4�.. ZONING SEPTIC TANK SHALL BE INCREASED 0 E SIZE LARGER. �2 EXIST KITCHEN HEIGHT ( TO RIDGE OF ROOF) 17 1O N EXISTING 4-#5 BARS ANCHORED 1g- IN E w/ F N HILTI C -100 ANCHOR SETBACKS: D E N SYSTEM. 25' z,, 10' -11" ' � SIDE �. w 37' -2" oPOSE I 'lDIC . SIDE �rrtON IN FLOOR ELEV. REAR 42 1.34' co BE FILLED TO COUNTY FLOOD. CRITERIA ELEVATION OR AN ELEVATION NO LESS E ROAD BUTTING THE o s4 ° N V A PPRO D, TIO OF TH D CR 0 ELEVA N v E WN o • V EXISTING AREAEA AD JACENT TO LAKE OR CANAL TO BE GRADED SO AS TO �6• N PROPOSED DI I G TYP. TIE - IN DETAIL PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO AT EXISTING TIEBEAM AND NEW TIEBEAM LAKE O CANAL. EXISTING BEDROOM SCALE: N,T•S, LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND ONE STORY CBS V DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. co APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL R. 10 2 INSPECTION. : ES floor. 11.34 PLANTER a CL. °USPI LATERAL TRUSS CNN. �•, STRAP AND PLATEi GAUGE t4 .::., P RODUC T C� OD x A i�i/2' w PLATE 6 JOIST] (9) IOD DADE COUNTY APR] 02- 0102.03 EXISTING EXPIRESi 01/11/2007 4X10 W OOD JOIST TER ,0 C L. 65 \ -- LEGAL DESCRIPTION CL E L • � a: , �� LOS 1 AND 2, BLOCK 7 OF "MIAMI SHORES s e / s7 N.E. 91 TH STREET 20' ASPHALT PAVEMENT 1 SE TION NO. 1 AMENDED SUBDIVISION , TIE BEAM d.° ACC ORDING TO THE PLAT THEREOF, AS CROWN OF ROAD 9.2Y s SITE PLAN EXISTING RECORDED IN PLAT_ BOOK 10, AT PAGE 70 OF i GARAGE °. TH PUBLIC RECORDS OF MIAMI. DADE COUNTY, . . EXISTING M. BEDROOM TRUSS TO WALL CONNECTION BURGLAR INTRUSION HARDWARE. NI EXISTING FLOOR PLAN LUMBER GRA ®E. 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300lbs. APPLIED W W ANY MOVABLE DIRECTION, & ACCORDANCE WITH RESISTANCE STA THAN No. 2 SOUTHERN PINE T FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. > » F NO LESS STRENGT SE AND ROOF SH EATING SHALL B EO - LO - MBER U SED FOR FOR A SCALE. � -1 0 :', I Lu i OR STANDARD DOUGLAS FIR NG HEM -FIR OR LARCH: EXCEPT THAT WHERE A FINISH FLOOR HAVING A STREWTH 2 . ALL SINGLE EXTERIOR .SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM E UAL TO OR GREATERTHAN 1/2" T7 G WOOD STRIP FLOORING IS TO BE APPLIED THE SUB - FLOORING MAY BE LUMBER EXTERIOR WITH A MINIMUM OF -0000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS HAVING THE STRENGT AND PHYSICAL CHARACTERISTIC ONE GRADE LESS TH AN NO. 2 SOUTHERN PINE OR DOUGLAS FI (F KEY -I N-- THE - KNOB -LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT HA V I C� , HEM FIR OR LARCH WITH HARDENED BOLT OR INSERTS. 0 ' 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS. REQUIRED FOR SINGLE .EXTERIOR. SWING DOORS. THW INACTIVE LEAF OF THESE `PAIRS :a . SIZES. O WITH MULTIPLE POINT LOCKS WITH INSERTS. Z 29 ®� OF DOORS SHALL BE PR V IDED W SIZES OF LUMBER STRUCTURAL GLUED - LAMINATED LUMBER AND PLYWOOD REFERRED 4 . SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT TO IN THIS CODE E NOMINAL. SIZES OR PIN NO T RE M , OVABLE .OR OPERABLE FROM THE EXTERIOR,. AT THE JAMB, HEAD, SILL, AR OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAIN BOLT STRENGTH. EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL Lij 2903.2 HAVE NO SCREWS. REMOVABLE .FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY Remedial action to Sae taken from Florida Bldg Code ;4 � FROM THE OUTSIDE: COMPU TATION TO DETERMINED THE REQUIRED SIZES OF MEM SHALL BE BASED ON NET DIMENSIONS (ACTUAL SIZES) 5 . OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT c MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT W I conducted an inspection at the above residence, and discovered that the LEAST TWO OPPOSITE POINTS, A MIN: OF 5/8". OTHER . LOCKING DEVICES SHALL NOT BE � �/ existing structure does not meet the current code, r to reinforcement steel r g� structure . � located in the corners of the structure, reinforcement and every 20 -0 on either side of openings thereafter. The stru A L LOWABLE UNIT STRESSES. REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER p Lt. that are greater than BE OF A STRESS GRADE also does not have ion of the g Florida Building 1 LUMBER USED FOR JOIST RAFTER TRUSSES COL. BEAMS AND OTHER STRUCTURAL MEMBER SHALL 6. HINGES ON EXTERIOR OUT - SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 3 The structure does m eet the 2005 amended vers 0 J . The following are A list of remedial actions to be NOT LESS TH 1000 PSI MINIMAL FIBER STRESS iN BENDING (FB) FOR ALLOWABLE SPAN SEE TABLE 29 -A OR THE zz LL_ code referen roof anchorage 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN— SWINGING DOORS SHALL BE RABBATTED OR OF taken from F.B.0 STANDARD REFERENCE IN SUBSECTION 2901.4 HEREINABOVE FOR THE PARTICULAR SPECIES AND CONDITION SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & Li,W — 1- Z OF LOADING. LATCHES. z 2 dowelled into ex isting tie -beam and 8. SINGLE -SWING EXTERIOR DOORS IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN Q 0j 1). Contractor must install 1 #5 rebar •-� : ,- Foundation a minimum of 6" with over lappe d 30 ". This action shall be 1 -3/8" THICK. C:) 2 , , structure. LUMBER USED FOR STUDS AND INTERIOR WALLS SHALL BE OF A STRESS GRADE NOT LESS ea ch corner of existing THAN 625 PSI NOMINAL FIBER STRESS IN BENDING (FB) STU SHALL HAVE AN Taken at ea 9 . VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING ,WITHIN 40" OF THE INSIDE. UNSUPPORTED LENGT H OF N MORE THAN 10' -0' EXCEPT AS OTHERWISED DETE RMINED LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH DRAWN KERRY 2). Contractor must install 1 #5 rebar dowelled into ,existing tie bea m By RATIONAL ANALYSIS. "AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD 297.. . footi g 6 ". This action shall be taken at all exterior opening "• �I _CHECKED C.C.M. greater than 36 10. SLIDING GLASS DOORS &WINDOWS SHALL BE .INSTALLED &CONSTRUCTED SO THAT No ectorwith battery back up LUM BER USED FOR STUDS IN NON LOAD BEARING WALLSSHALL BE OF PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO DATE OCT. 15 3). Contractor must install 110 volt smoke det LUM xistin bedrooms. A STRESS GRADE NOT LESS THAN 225 PSI NOMINAL EXTREME FIBER ST IN BENDING FB COMPLY. WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS. ASSOC. STANDARDS FOR Inside and out side all new and e g _ FORCED ENTRY RESISTANCE, AA MA 1303.3 SCALE SHOWN owelled int ll l #5 rebar do existing tie -beam and l n at the existi stru B 1 ALLOWABLE NOMINAL UNIT STRESSES IN BENDING 11. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS 4 . Contractor must install SHEET Foundation a min of 6". This action shall be takeg O INSTITUTE - STANDARD 297.1. every 20' -0" latervgls. (FB) MAY BE MODIFIED FOR REPETITIVE VALUE WH ERE D ESIGN 42" above existin kitchen IS BY A REGISTERED ENGINEER OR ARCHITECT OR WHERE 12 SINGLE -SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS Contractor shall install G.F.C.I outlets within g E TABLES OF THE - � SHALL BCE MINIM 1 � 3/8 THICK SO A COMBINATION OF DEAD SETS WITH I_A CH SI NGLE 5). SUCH MODIFIED VALUES ARE REFLECTED IN TH T HROW Counter top. STANDARD IN SECTION 402 OF THE THIS CO DE AND WHERE DEAD BOLT WITH A 1 MIN. THROW 0 FRAMING MEMBER SUCH AS JOIST RAFTER PLANK AND DECKING A MIN. OF 1/2" & BOLTS HAVING A 1 " MIN THROW. ARE SPACED NOT MORE THAN 24 O.0 ARE LESS THAN 3 IN NUMBER AND ARE JOINED B FLOOR ROOF OR OTHER- DISTRIBUTION ELEMENT ADEQUATE TO SUPPORT THE DESIG LOAD. I I REVISIONS l I (PROPOSED ROOF TILE SHALL BE COLOR THRU AND SHALL MATCH EXISTING TILE 1A 11 u 111 IT I I IT 11 .1 JJM31D] Jim =1 u u I U121113 11131 e1. c cv E WI NDOW E GLASS BLOCKS NEW W N W � N NEW NEW GLASS BLOCKS 'I, � D O o e o 0 0 0 0 0 O D D O D c o e o 0 u o c 1 o A C O C G O 0 0 o n n WIND PRESSURE WIND PRESSURE w a► d► �► w a► �► a � l � POS. N POS. NEG �l + 42 PSF 44 PSF + 42 PSF 44 PSF POS. NEG EXIST WINDOW EXIST WINDOW + 44 PSF 46 PSF EXIST W INDOW CN + 44 PSF 46 PSF I `O � PROPOSED EAST ELEVATION o . � w � SCALE: " =1' -0" tri a W ,J� ccP Ti J5 'Ti b E ecl--Ag 11119 d Ate 14 L L M i li exlqW FNO 1, 1 ITI�l Will i NEW WINDOW EXIST DOOR WIND PRE SURE " POS. NEG +42 PSF 45 P": w A I " O WIND PRESSURE POS. NEG EXIST WINDOW! + 42 PSF 45 PSF I I PROPOSED SOUTH ELEVATION SCALE: 4 " =1' -0" Q Li W Z 0 LL- C/) cz v ' z o' PROPOSED ROOF TILE SHALL BE COLOR THRU AND SHALL MATCH EXISTING TILE W 0 Q D Q C1J Q O CD I H I I IL lauL LLLL LL FIRIF I 11F FTFIT NEW WINDOW - DRAWN KERRY E EXIST DOOR N W DOOR WIND PRESSURE CHECKED C.C.M. ®® POS. NEG �Y �► " 42 PSF 45 PSF DATE OCT. 15 ®® I� n EXIST BRICK GRILL w w J w SCALE SHOWN A w 0) ry EXIST WINDOW WIND PRESSURE SHEET EXIST WINDOW W POS. NEG +42 PSF 45 PSF A 2 PROPOSED WEST ELEVATION SCALE: 4" =1' -0" I — t i a I i j I j c'. r i r i J e 4 i a ti M ill I l II I { I r. i i' POURED CONC. _ 1 BEAM OR PRE REVISIONS 6 —3 CAST LINTEL 3 3 A 3 , ....' (TYP . ) ® . :. , 2 ® 2 i : . - � O a as 15 11 .� (TMP BUCK W/ 0 2x4 P.T. GLASS BLOCKS A ^� x 31 L G. FOOTING & 'COLUMN SCHEDULE. APCONCS OR 9 0 EQUIV. 1)aa @ 4 I fin f tool . 11.34 D 0 E. E. & 2 0. C. Lo 1❑ 8 "X8" CON( ETE STARTER COLUMN W/ 2 #5 VERTICAL OP I N G TH R U —OUT (TYP.) � co co PROPOSED MASTER O AS SHOWN �N PLANS ko BEDROOM I 0 8 "X8" CONbR' ETE COLUMN W/ 2 # 5 VERTICAL & # 3 TIES! I cy 9 o.c. MAX. -- SOLID FILLED c' � W CERAMIC TILE FLOORS N Lo C.M.U. OR CONC. o C THROUGH OUT ADDITION 0 1 # 5 VERTICAL IN BLOCK CELL FILLED W/ COLUMN EA SIDE Lo vmw o CONCRETE ! S SHOWN OF WINDOW OPENING co 2 GLASS BLOCKS 4 N (TYP.) OPENINGS TO BE ' LOSED ' -8" 8' -3" 8" POURED CONC. FLR. ( TYP.) I c 4 � ® TYP. DOOR BUCK ''o ^ POURED CONC. ° _ 7' _7" __ �' 3 14' - 0" 1aa as BEAM OR PRE— v� i - -- I SCALE: 2 =1 0 AST LINTEL N TEL NEW W ►� NEW I A TYP .) C� �+ 2.Q o I . ' . • . . '. � • L 2 .. I I a _ ) a 3 3 ' �, 8 ❑ 0 1 ^• I a as � Ilr � ------- - - - - -- 5 — 2 , , , , x 4 P.T. ,PUCK W/ Ile 8 aa APCONC OR as 2 fin floor. 11.34 ' ' I '' '' ''' ' ' '' EQUIV. 1 @ 4 /, , , . /, . 1.1/1 / / / ♦ , / , E. E. & . C. 1 .8 // /// ♦/ // / / ♦/ // -- /. /, //, ♦/ // / ♦ ♦,♦ /, // THRU —OUT TYP. 7- 10 NEIV pp N I ♦ / /'iii' / ♦ / � / / /' /'/ /' ♦' /'♦' / M. BATH REMOVE EXITING / � LAUNDRY I � CONIC. TIE — �EA�I / /' / / / / / / / / / ' / ' / ' ' ' ' t°��; SOLID FILLED 00 8 a - 9 aa EXISTING DEN /' C.M.U. OR CO 1 . / ♦, / ♦♦ / / / / I / / / / / / / / / / / / / , .• ,b.. ®® EXTENDED , /.'; ♦',' ♦' ♦ /', 'o'' COLUMN EA. SIDE F W NDOW OPENING 1 C /,� Ty P . i mom J* ,/ ., /; ,.�. / , / „. � 1111/1,11 lo , , /; POUR D CONC. /// / * / / / / / / o / o / / / / o / /f/ / / / / / SILL TYP.) / / ♦ / ♦ / / ,/ / / o / ♦ // /,/ ,/, /, /,/ // / /' /'/' /'/ ' / '/' /' . '�, ♦,/ i /' i /' /i i /' /',♦ // ♦/ ♦ // // o/ // ♦/ // /♦ ♦/ ♦// ♦ / / / ♦/ // // i / // ,, / ”, ,, /, /, // // /// / // //,/ ,, / /// / /� // // // /// // // / 0 � /,, /, ,, ,, , , , „ TYP.WINDOW BUCK ♦,,, /,� /,, ,, , /,,�, , , /�, ,, ,, ,,, ,, ,, , ' ,, ,, , / /,, , , , ,,,, �, ,,, ,, ♦, ,, , / / /, o, o, /, /, ♦ . / ♦ ♦ / /, / / /, aaa aa ,, ,, o . ♦ /♦/ ♦ / ♦ /, SCALE: 2 = 1 —O /,♦ ♦, / / /o / / ♦ / / ♦ , , / / , , , ♦ , / / / / / / / / / / o / / / / ♦ / ✓ / / / ♦ / ♦ / ♦ / ♦ o / ♦ / / r / / / ♦ / / / / / / / /,♦ �. , �... . , ,. ,, , / ,, gOSTING B' X Ir C OHc. T DM 3 .. O X 7 LONG I 4_4 / ,I / ,/ I ,/ / / / / / I / / / / / , / , /, , / ' ,, , ,,/ , // // /' /, ♦ /' ' // / –� cMrN� �rAPCaN' ct�c / / / / / / I I o / / / / ♦ ♦ / / / / / / I / / , SCREWS a W ac 40 e / / / / / / / / / / / , / I / 40' / / / / / / /��/ / / / / / / / , / / / / ** / / / / / / / / / , . 00, / / / , / / / / / / / / / / / / / / / �' / / , / / / / / / / / / / / / / / / STAGGERED ANO L ALA FRAMED / / , Ir / / / , GYPSUM BOARD FIN COUNTERS" LNTO P.T. GLASS / , / / / / / / E wgwW UNIT. / / / / / / / / , , / ♦ / / / / / / / / / / , , / / / / / / / / , / FTNK • INSU ATIDN (TYPJ ' ' ; / ' / / / / / , ♦ / ; / Tr STUCCO HEAD pNp S� K SET / ♦ / / ♦ o f- / / / �y �� HAn_ a CnHT. CAULKING AND P.T. 1• x non NA / / / / / / / / / ♦ / / / / / ♦ / / / / / / / , / � / / / / / / , ♦ / / / / / / / / / / ♦ / � � BACKER ROa AND FURRD�G STRIPS / / / / / 401 / / rr / / / / / / / / i x �M PAIS PT. P x W MAILERS z �/ / / ♦ / / / / / ,/ ♦ / ,/ I / / ♦ / / / T/I 1_ / / / / / ♦ I / I / / * I / / / / / SMOQ�'H STUCCn FIN. AND FURR+�'F+ STRIPS CONT. SEALANT AND GYPSUM BOARD FIN. CONT. SEALANT AND 00, / /' f 1 // 1 ,'l / / , / / I I / I /' / I ACCENT BAIw TYP. SACKER ROa DIET. MUD SET MARBLE BACKER R INSULATION (TYP / o I / 0 / / ♦ / / / / / / / / /� / / /,,,{ / / / / / / / / / / / / / I VIE? o x s LONG Da / / I / / / "1400' / / / / / / / / / / / / / / / -tGL,/ / / o I , / , / / /' = / / I / / / COO RouNa DRD'. e' X s /4� RAISED / / / / / / / / / / / / / / / / / /i6 n X s' LANG SMOOTH STUCCO FDA = "a P.T. 1• x n N AD FRS S a I . ac� / / / ♦ / I / / / / o / / / / / / / / , / / / / / / / / / I / / I a ACCENT B A TYP. �, nn — — — NEW a• x B ( CELL C 4F / , 4 0, / 4e , ,, , ♦ , , 400, , / , / , , , , , , , . /, , /, , ; , ./; , ♦ , U1DW �iAPCON' CtD�c Aipl Fu►StING sTRRD'SS SrAGf�REa ANn FbLED BLO K P.T. CK CELL W/ / SCREWS ! 1E' ELM COUNTERSl 1 - Y6 VERT. / / , / / ♦ / / / / / , , / / / / / / / / / / / / , / , , / , / / CONK. SEALANT AND STAGGERED AND EKLSTI V CMU WALL WD. r x y BUCK SET / / / / / / / / / / / / E / / / / ./ / / / / / / / / / / / / , BACKER Rna cOUHTERSUNK W1O P.T. n ' WITH B• X 1E' cDNC W/. LT SILL D N AIL a / / ♦ /' / / /� / / / / / /' / / / / / / ♦ / / / ♦ / / /�� / ♦ / / / / / / / / / / / / / / ' / ♦ / Wa 2� X 4 BUCK SET TlE 8M HEAD AHD 4;7 / / / I / / / / / / / / / / I / : I / , / / / I / , I / / / , / ♦ , , BASS \ALUM FRAMED W/. UIa NAD. a W x V COW. CAP. ' GLASS 1 aLUM FRAMED I X 3/4' RATS WINDOW uNlr. I� SMOOTHS R N FIN / ♦ ' / , / , /,,/ ,/ ,/ / / / / / / /' /'% ' / / /' ♦'% /I % ' / ' I / % / /' /' / ,/ j ,/ / / , WINDOW UNn. HEAD SIIL ACCENT BAND TYR 0 / / / o / / / / o , , / , ,; / , , , , , , , , , /, ; / / / o / / / / / / / / / / ,/ - / / / / / / / , / CD SEALANT AN D VT, SEALANT AND / / , / I / / / / / / / / / / / / / / / or / , , / / BACKER ROa pEK� ISTIt�a STUCCO E D(D:TIHG STUCCO BACKER ROa W 0 / / / I , /./ /// / / : / / / / / / / / / I / / / , / I / / FD1mt FD�LSFL Lo 1 40o * l 4 r / I o / / / / / / o I / / I / / / / I / / / / / / / , // // ♦♦ /♦ / ♦/ ♦ ♦ ♦ ♦ ♦ /♦ /// ♦/ ♦♦ /♦ /// / �// /♦ / ♦♦ / / // // , / ♦� HEAD SILL JAMB ♦ / / / / ♦ / ♦ / /// / ♦ / / / ,/ / / ♦ / / / / /� 400 / / �/ / / / / / , / /// / /'i // // /// /// / / / // ♦/ // // // // // /// // �''o/ / // // /o ♦ ♦ /// //o /'o' / / / ' /i / , /, o/ ♦/ //, ♦/ '� ♦/ /, //, //, // / Ld I /,i /,i/ ,i / i ,// ,// ,�, /, / / / / / ,/ / / / / / 0 LLJ 41 40e ','' �; / '/ ' /; /♦',',' % //' ,' / / % /' /'/ W INDOW DOOR ATTACHMENT NOTE. co / / / , , , , PROVIDE 1/4" DIAMETER X 1 1/2" LONG TAPCON INTO DOOR AND WINDOW BUCK U� 0� 0 /.,�, .�.�,� /,�,� // /� ,�.�, / ♦�, • ♦ , / , , / / , AND HEAD AT 16 O.C. TYPICAL AS PER S.F.B.C. LATEST EDITION. z / , ♦ o ♦ o / / / / / / ♦ o / / / / / ♦ o /,/ / /, /,/ , /,/ / z / ♦ i , , , , , , , , " X 3 ,� INSTALL 1 P.T. WOOD BUCK AT WINDOWS , //, 1 01- 4 INSTALL 1" X 4" P.T WOOD BUCK AT DOORS. p Q Q o PROPOSED FLOOR PLA DRAWN KERRY SCALE: WIND PRESSURE REMA RKS. CHECKED C.C.M. DOOR SCHEDULE. Pos NEG REMA o WIN SCHEDULE. DATE OCT. 15 I, 2 -8 6 -8 WOOD INTERIOR E DO SCALE SHOWN OR \ ' MARK TYPE SIZE REMARKS. �+ i MATERIAL POS. NEG ` 2 2 -0 6 -8 OOD BI -FOLD DOOR NEW DOOR 37" X 50 "H HORIZ SLIDER ALUM. 44 PSF 46 PS E SINGLE HUNG EXISTING I m DOOR TO BE REPLACED E DOOR SHEET A W c l - B 37 "W X 38 "H HORIZON. SLIDER ALUM. 44 PSF 46 PS NE SINGLE HUNG C 15 "X24" 8" GLASS BLOCKS 4 � I i i ` I 1 1 i y _ 111 �l , i I I ' a ' I . I I 11 li _ I j! j I j • I 0 4. l i � Yy i f I r. m r I i aa 4i INT PROVIDE FILLED CELLS AT SIDES OF MASONRY FILLED CELL W/ 1 — # OPENINGS, AT ALL CORNERS AND AT 41- 011O.C. REVISIONS @ 4'- 0 "o.c. (MAX.) TYP. UNTIL 11' -0" WALL HEIGHT PROVIDE 2— FILLED CELLS W/ 1 — #5 @ 24 o.c. TILL MAX. HEIGHT EACH CELL @ RIDGE .: PROVIDE "DUR —O— WALL" HORIZONTAL . S REINFORCEMENT @ 16 " 0. c A SHO . 1 .. co '�UMN SCHEDULE. ° �. •• ....:.. FOOTING 8c f.: o�� . •. •i' •, :• � , At ko 11 8 "X8" BLOCK CELL FILLED W/ CONCRET STARTER COLUMN W/ 2 #5 VERTICAL = �I ��: AS SHOWN ON LANS 0 �p� ,. J 8" MASONRY WALL� it CO 17 w P EE I =� 2 8X8 CONCRE7 �,•� - - ,� COLUMN W/ 2 # 5 VERTICAL �`�J' :;-�..,• I II :� II II I. II I i - - - - - - - - - - - - - - 3 ® r ® ® 12 & # 3 TIES @ O.C. MAX. X �� - -. - - - - - -- - - - ------------------ - - - - -- - - - - -- I Q Iii ,..�— ` V fr •.• . �' w 0) NEW FTG. I � 1 1 L I ,..� , I ❑3 1 # 5 VERTICA II II I I II II w w I I ®13 CONCRETE AS SHOWN. - - - - - KEY NOTES I I I • OR BARRIER 0 CLEAN W ELL 1 4 REINFORCED CONCRETES WITH 6X6- W1.441.4 WELDED WIRE MESH OVER VAP OR N W I I j I ®13 1 COMPACTED FILL FREE OF OR SL MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR • to �I I SLAB SHALL BE A MAXIMUM 0 3" IN DIAMETER. I 1 ; �_ �> 8 x12 BEAM CONC. I I0 ail I 16" x 16" CONCRETE FOOTING )NI 2 #5 CONT. TYPICAL 6 0 O. C. ',��, � Irs, I W /2 # 5 X 5' -0" CORNER BARS AT EACH CORNER TYP WF -16 I I uI I 1- 5 REINFORCEMENT BAR GR� I DE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND LAP BARS 48 BAR DIAMETERS I �I I 48o .c. OR UNLESS NOTED 0TH Q.) RWISE. NOTE T _/1 44 I CONCRETE FLOOR SHALL BE zI 1. SOFFIT OF RAKE BEAM SHALL HAVE 3:12 (max) SLOPE. W �„ RAISED TO REFLECT A 4" STEP I I I DOWN BACK FILLING REQUIRED I II 2. FOR SLOPE ON TOP SIDE OF TIE BEAM SEE ROOF PLAN. ® ®' I 31 3. TIE BEAM SHALL BE MINIMUM 8" WIDE BY 12" DEEP. a 2 I I 12 x 16 CONCRETE FOOTING W/ 2 #5 CONT. TYPICA L 1 , I W/2 # 5 X 5'-0" EXTENDEd NTO EACH CORNER TYP. (FOR REINFORCEMENT SEE TIE BEAM SCHEDULE) U P E ERY 8 FEET AT fin floor. 11.34' d 1 ! 4. TIE BEAM SOFFIT MAY BE STEPPED V - i I 1 I FILLED CELL W/ 1#5 BAR AS SHOWN. 1 1 3 ts"' I I I CONC. BEAM DETAIL ® TYPICAL RAKE BEAM W INTERMEDI I 13 I I 2 1 1 i I TYP. EA SIDE EMBEDDED NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN 1 2 NEW FTG. REINF. 6 "INTO PLYWOOD SHEATING TYPICAL 1 1 1 13 — g EXIST FTG.W/ EPDXY I I i - - -- L 4 ----- - - - - -- l - -- - I 1 ------------------------ -1 I 1 0 NEW FTG. INF - 16 1 I I 1 = #8d AILS AT 6" O,C, TYP. 21 I I 1 ? fin floor. 11.34' i I AT I ERMEDIATE SUPPORTS. I ® i co I --# C 12 "X4 - TQP I I t j 3 1 I U- I I I TYP. EA SIDE EMBEDDED I I NEW FTG. REINF. 6 "INTO I I I I i W EXIST FTG.W/ EPDXY I # d NAILS AT I I _ 4" O.C. TYPIC I I U) I I AT END SUPPORTS. ®1 ---#4 @12 "X4' -6" TOP I I I I I I I I I I 0 I I I I f z TERMITE PR OTECTIOIV PARTIAL ROOF SHEATING DIAGRAM TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMMCIDE 0 R OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE ASA SCALE: 1 /2" = 1 0" '— PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. THIS SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING AND COMPACTION IS COMPLETE. THIS TREATMENT SHALL BE PLACED INSIDE AND OUTSIDE THE FOUNDATION PERIMETER. STRAP BOTT. CHORD OF NEW TRUSSES TO TOP CHORD OF EXIST. TRUSSES W/ NEW TRUSS x 1' GALV. MET. STRAP NAILED W /16d NAILS SOIL STATEMENT ... ON SITE OBSERVA110N INDICATES A SOIL CONDITION OF UNDISTURBED ROCK & � X O 1— SAND CA PABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF AFTER GROUND OV (/) BREAKING A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE � FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS J z BASED SHALL BE SUBMITTED. THIS WAS DETERMINED BY WAY OF RATIONAL ANALYSIS 0 AND EXCEED THE DESIGN BEARING CAPACITY W — Q z °o cv Q EXIST. TRUSS < C DRAWN KERRY �-- _____ CHECKED C.C.M. - - - - -- EXIST. T.B. DATE OCT. 15 EXIST. CBS WALL SCALE SHOWN SHEET EXIST. OVERHANG TO BE REMOVED PROPOS D FOOTING PL N . R OOF DETAIL - SCALE. I LAYER OF 26 LEIS BASE SHIXT TAGGED 6" EVERY FOOT 1 LAYER OF TORCHED GRADE NOTIFIED METAL FLASHING 2' x 10' DOD RAFTERS - R E VISION S ii SI M ETA16 18" 0.0. TAX. DOUG FUR) ) SI META - 3 i1 FASTENED W/12- 16d UAILS i 17 i )N/12N0. 10x1 1 Nails Isr TRUSSES METAL DRIP. 9" B T INSULATION BOTTOM) 2'X8` PT PLATE ■ R30 I - N. �D ROOF ND LOAD CALCULATIONS 1 X3 P T. ATTACHED TO TIE BSI STRIP. i"r3' CROSS FURR O Lo Ni CO 2N o� I - de FLORIDA BUILDING CODE 2001 18 o.a TYPIC AL B B US PER ANA /ASCE 7 98 R A N ) 1 LA 5/8" TYPE 'X' O�MATCH ' • GYPSU WALL BOARD. - - ti • 1"X3" .FlRE STOP. J 3 1 x 1 /B" POWER DESIGN CRITERIA EXISTING. 5/8" TYPE x" DRY TTOP 2 XB" PT �p PLA DRIV HILTI PINS 8'X12 CONCRETE TIE BEAM CEIL'G. ON 1x3 FURRING ATTACIIBI ID BDTTt�� PIAIE TYPE OF STRUCTURE : ENCLOSED i s MET. STRAP TO EXIST. LT -UP SO �/4 �S CO T. 3 STIRUPS STRIPS ®16' O.C. 16d common naC • • CONCRETE TIE BEAM TYPE OF ROOF ; FLAT B � O 12 o.a & 5� LEGS BENT ®� 2 0 . e l ift - f t 4 1 b 4 T.SCREE N yW�jj T VtNT MATCH EXIS`ITNG EACH WAY O CORNERS. EXIST. OVERHANG T❑ o 1 551b IE Net Uplift- 13031b HT. TO BOTT. OF SOFFITp » 0 -1 5 ' - BLDG CATEGORY • " I" REMOVE EXIST WOOD BEAM REMAIN EXIST. T.B. R c i g" 1 A EXPOSURE CATEGORY : C = T 4851 b GUST RESPONSE F Reaction 1 I N ' t /2' snlcco FINIS SIMPSON- META22 DESIGN VEL, PRESSURE : eoWN AS OR MA CH r lf� 1 N ails q = 0.00256 x KvcKtz x Kd A A A 2 X x I psf EXISTING. I 1"x2" P.T. FU RR ® -v W / 14- 10dx1 i8" O 1 = 1 CO 2'X " C 0 S BRA I G DOUG -FIR LARCH WHERE Kz =. 85, .00, V = 150MPH, Kd =0.85; Kzt =1.00 3/ RIGID INSUL B' CONCRETE BLOCK R -b MIN. J S T. C O N N E C TN . D E T. „ q = 0.00256 x 0.85 x 0.86x1.00x(160) x1.00 = 41.62 psf W ALL W # TR USS rrPE ' REINF. AT EVERY OTHER i LAYER 1 2' GYPSUM k C� 6 0 OR S0. PINE ' I N .T.S. ko PRESSURE & FORCE COEFF. , GCp & GCpi couRSE TYP. WAU BOaR TYPICAL GCp (COMPONENT AREA - RAFTER) ZONE 1 = -0.80 CIC � � �' GCp (OVERHANGS = -2.2 (ASCE 6.7.2.1) 0 4 w 0� GCp To DUE TO THE CO OF THE ROOF DESIGN GCp (COMPONENT AREA - RAFTER) ZONE II = -1.40 4 WOOD BASE. ko I CONTRACTOR SH' LL ENSURE THAT GCp (OVERHANGS = -2.2 (ASCE 6.7.2.1) 1/2 ExPAN�o 4' CONCRETE LAB ROOF TRUSSES 24" OC N 1 JaNr. FACTORED WEND LOADS: VAPOUR BARRIER. ~ co TRUSS COMPANY INSPECT EXISTING ROOF AND FINISH GRADE q roof = q(GCp + GCpi) = 41.62(1.40 + 0.18) = 65.76 PSF ZONE II VERIFIES ROOFS OPE AND ALL NEW TRUSS DIMENSIONS q roof = q(GCp + GCpi) = 41.62(0.80 + 0.18) = 40.79 PSF ZONE I LEAN WELL COMPACTED 'RI � PRIOR T® MAIN � ROOF TRUSSES q o'er hang = q(GCp +GCpi) = 41.62(2.20 + 0.18) = 99.06 PSF OVERHANG � � I It, d Net U p I i f t =1 OI b ACTUAL ROOF DEAD LOAD: */2 J CONCRETE FOOTING I 3 0 i - Q O ii ROOF JOIST = 2.0 PSF Min D /L =26 PSF TERMITE PROTECTION ��' SOIL STATEMENT co eac Ion = SHEATHING = 2.0 PSF TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE ON SITE OBSERVATION INDICATES A SOIL CONDITI OF UNDISTURBED ROCK dt 1`7 Net I plift=1 5401 b ROOF FINISH = 3.5 PSF OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF AFTER GROUND 7JwJ & CEIL. FINISH = 2.5 PSF PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. THIS SHALL BE DONE AFTER ALL ` R ea c Ion = 17551b TOTAL D/L = 10 PSF EXCAVATION.BACKFILLING AND COMPACTION IS COMPLETE. THIS TREATMENT SHALL _ FOUNDATION CONDITIONS ARE SIMILAR TO THOLE UPON A-IIGH THE DESIGN IS BE PLACED INSIDE AND OUTSIDE THE FOUNDATION PERIMETER BASED SHALL BE SUBMITTED. THIS WAS DETERMINED BY WAY OF RATIONAL ANALYSIS w NET UPLIFT LOAD : AND EXCEED THE DESIGN BEARING CAPACITY �1 A » �� f� U roof = q ROOF -DL = 65.76 -10 = 55.76 PSF ZONE II 8 X12 TIE 8 X12 TIE Net Uplift= 15401b TYPICAL WALL SECTION B -B ,� ® i ii U roof = q ROOF -DL = 40.79 - = 30.79 PSF ZONE I BEAM 13 -10 BEAM Reaction = 17551b U o'erhang = q ROOF -DL = 99.06 -10 = 89.06 PSF OVERHANG NTS q aye = 39.5PSF `� I TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 35 + 10 = 45PSF 0 / ♦� , / / //, , , // / UPLIFT AND REACTION CALCULATION: \ // ETE BLOCK CO CROSS FURR O / / ,/ / , , / / ,/ / ' / ' / UNIT -1 UNIT -2 N 2 10'@16 0C / / / / / / / // //// / // /,/,/ /,/ � , /// � ' / / , /,/ � / � , /// ,// L=39 S =2 -0 L =33 -0 ; S =2 -0 N e t L lift=1540lb 1 /� ♦ //, , // / ' , / /// U = 39.5X39'X2' = 1640.5# U = 39.5X33X2' = 1303.5# Rea ion = 17551b /'� / / /' / i ' / ' / '// /// ' 2> ,/ ♦ ,/ I ,/ /� //� j , I', % / R = 45X39 X2 =1755# R = 45X33 X2 =1485# ii I /'/' / /i //'' 2 / ' i i' /' /// i /�i' / ,/ / ,/ / // / / ,/ / / ,/ / ,/ / 01 O 8» 12 ' I / / i /�i ,/,/ i i / , / ?/ / ',, ,/ -- -- ,, ,i, / / / ,, /, 0 #4140 op / ♦ / 'i / /'i /',/ i / �/ i 1- #5 PIN C� 24" 0. C C� / - - i / / /' // 'i /' /i ''i ' / INTERFACE ALL -- // T RFACE OF EXIST / // �/T�i ♦ // / / / / ' /� i / '�ii �' /'/ &NEW T.B. W / / / / / / / / / / ♦ / / / ♦// /♦/ // // / /, / /,/ / / '� /' /ii ' ' /' // ♦ / / // /// /♦ /// / J /// // / //, / / / / /'ii/ / i / ' /� / / , / / / / / ��1et U lift= 15401b•'/ / / ♦ , / / / , / ./ / ♦ / / / / / / / , ,/ P / / / / / / i ,/ Reaction 17551b ,/, , //� , /, /, //� ,/ / REMOVE EXISTING OF �� i / , /�� /, ♦/' i //� / /'/' i /' /' i /' /' /' /� /' �i / / ♦ / i / / / /JOIST AND REPLACE / / / / / / / / / .0 // / / ///// 01 / ,/ //// // /♦/ /,/ / / // �f / // // // / / / / / / / / / / / / / / / ♦ / ♦ / / , / / *#/ # / ,/ � /NEW 2'X 10 RAFTER � 16 / / / / / / /' / / / /'/' / /' % % I % % % % /' /' /' /'/' /' j /' /' /' /' I // /' ,i % i i // % % /' /' I / % % / //' / //' / //' / / / / / ♦ /// // //, ;41 �, ♦,, / / / / ♦ ♦/ // ♦,, I N TER�/�CI N G D�T� / / / ♦ / /, ♦/ /, //, ♦/, ♦ /� /, / ♦ ♦ //, /, /, /, / / /, / /, / / / N.T.S. 1z I :, ' XI IN Gr%.%..,)OF / �� /' , / , / // /////♦/// / . / /'' /'r / // // /// / // /// ♦/ / // /� //: // / / /// ///./ REMAIN „ /1�„ ,, /, /„ / / , 41 z ,,,, o / /''iii/'iii / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ♦ Z ,','i / //' / / iiiiiiii/'i/ .41 / / Z / ii,' /' /i/ / /- ,► / / / / / / / , / / / i ' / ' ' / ' / ' / ' / ' ' ' ' ' / / / ' ' / ' / / , ' / CLAY TILE RODE OVER 30 LBS FELT TIN T , / , PROPOSED ROOF TILE SHALL BE COLOR T AND SHALL MATCH EXISTING TILE , , / / / / / / / / , I / , / , / / / / , , AGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2"X4' WOOD TRUSSES / , / / , / / / / / , / , / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / O 24 00. PLYWOOD TO BE NAILED O B' OC IN THE FIELD AND r OC ON THE JOINTS, 3 / / / / / / / / 0LBS FELT TO BE TIN TAGGED / / / / / / / / / / / / / / �� / f / / / / / / / / / / / 12' OC IN THE FIELD AND 4' OC ON THE LAPS. ALL EVE DRIPS AND VALLEY METAL TO BE NAILED O 4' OC. / I / / / / / / ♦ / / / / / / / / / / / / / / / ♦ / / / / / / / / / / / / ♦ / / / / / / / / ' / / / / / / USE 8d GALV COMMON NAILS FOR THE PLYWOOD SHEETING AND GALV. ROOFING 11 NAILS / I / / / / I / / / I / / / / / / / / / ,/ // /I / / / / / I / / I / I / / / / / / / / / , /// // / / / / / / / , / / , / / / / / / / / / / / / / , / / / / / / / / / / , / / / 0o.0 / / / / / / / / , / / / , / FOR THE EVE DRIP AND VALLEY METAL / / / ,/ % /' /' /' % /' /' �'� I /' /' /' % % /' % % ' / / / / /' / /' /' /' / N I ,' j I // /' /� /'% /' % I /� /' / /' % /' // /' I /' / / / I /' I / / / / / I I / / / / / I / / I / ,I // // / , I / 12 _ / / / / / / , / / / / I I / / / I / / / / � / / / / - FAB W P� 0. / / / / / , / / / / / / 3 TRUSSES W / / / / / / I /'/ % I /'/ /' % /' M ETAL OU�oOKEERS. DT / / / / / / / / / / / e / / / / / / I / I / / / / / / I / / / / / / / / / / / , / , / , 24" O.C. MAX , , , / / / / , / / I / / , / / I / / / / / / / / I I / / / / / /,�� / / / / I / / / / I / , / / / , / / / , OR APPROVED EQUAL /, / / / / /, / / /, / /, / / , / 41 / / / / .1 / / / ♦ ♦ / ♦ ♦ ♦ ♦ / /, / / / / / / / /, // // BAIT IN SULATION. 0 / , / , ♦ / ♦ , ,/ ♦ / / , / / / / / / / / / ♦ / / / / ♦ ♦ / �� I / / / , ♦ , / / / / / / / ♦ , / , 9' jr , I / I / / / / / / / / / / / / / I / / / I / / / / X / ♦ I I / / / / / / / / / R -3m 1r�IN. 3' 26 GAGE /' /' // /' j I /' % /' /' % /' /' % /' / % % % /' I // % I ♦ ' / % % I I ,' I % /' /' /' ' j % % / �/ j /', I METAL D 1'X3° METAL DRIP. / / / / / ♦ / / , / / ♦ / / / / / , / / / / / / / / / / / ♦ / / I /� ♦ / / / / / / / / / / / / / / / / / / • • �+ 10.0. TYPICAL " 2 "XB' WOOD / 0 / jr / / / I / / I / �� I / / / / / / / / / / / / I / / 2 XB WOOD 16" , / / I / / / / / / / / / I / / / I I / / / / / ,/ I / ,/ / FASCIA FASCIA / , / / / / ♦ / / / / / I / / / / / / / / / / I / / / / / / / , / /// ; , // , ,/ / / ,/ / 1'X3' P.T. WD / . Jr , / / / / ♦ / / / / / / / , / / ♦ / / / / / / / ♦ I / /� / / / / / / / / / / / / / / STRIP. YX' D. Fl / RE STOP. o GYP WALL BOARD. • e 1"X3' P.T. WD / / / I / / / / / / / / / / / / / / / / / I I / / / / / I / / / / I i , / / / / / / / / / / , I / / / / / / / CO 'T. STRIP. ' � W LL ol / I / / / / / I / / / / / .1 / / / I , / / / , 0. e / , / / / / / / , ,/ / , / ,/ / / NEyyyy 24' �yIDE STTU SOFFDIT / �1 oo, / / / / , / , / ' / / / / / / , / / , / / ♦ , / / ♦ / , STllCGO SdFF1T B' Xt 12' CONCRETE TIE BEAM W /4"X23" SCREEN v , / / / , / / ,/ , ,/ / , W/4'X23' SCREEN yy�y 0 1--- ,/ % , /, /// , ' / /,/ ,'/ , // , VENT O S' -0' D.C. A�112 OCBFOR 4 E CS ERE H STIR RU PENT O 6' -D' 0.C. 1 ! ^ LL� 'r , / / / / / / / / / / / / / / / / AT CORNERS AND 48 O.0 / / ,/ / ,/ / I j / , ,I EL / / / / / / / I ,/ j / / / / j / ,/ ♦ , / // NEW STUCCO FINISH 0 Z EXIST STUCCO FINISH ' n T / // /, /// /♦ / / / ♦ z lJ' _117 ; / ; / ♦' /' , /' // / , ,/' ,/ , ,/ , , /, /'/ , ,/ ,/ w 1'X2'.' P.T. FURR O 1'X2" P.T. FURR O le / I / / / / / / / / / , 18' i0.0.C. 18' O.C. 4F // // ♦' /' /' /'I I ,/, '� / j / / / / / / / 0 Z L1� / / T / / / / / / / / / / / / / / /� / //� // /' / /, /, / / 3/4" RIGID INSUL..R. 3/4" RIGID INSUL,R. IS 8' I- z / / , / / / / / / / / / / / / Nay 8' GON �E BLOCK 5.0 IN. 6 0 MIN MGR / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W TO REIN. 00 / O j Q TO REMAIN. - / / / I % % /' I / /,/ // /,/ S/ �/ / / % /''' /' % /% I /,/ 1 ALI YER 1 D TYPICAL GYPSU I LAYER 1 D TYPICAL M 9 TRUSS TYPE REINF EVERY SECO 9 TR COURSE R BLOCK ` _ W EIIST 9 TRUSS TYPE REINF E y SECOND COURSE OF BLOCK Q PROPOSED ROOF FRAMING PLAN 4 . WOOD BA SF. 4' WOOD BASE DRAWN KERRY SCALE: " =1' -0" 3 4' CONCRETE SLAB W/ D WWy B XC CHECKED C.C.M. OMPACT FILL, �. ON VAPOR BARRIER OVER c CL FINISH GRAD FINISH GRADE E SOIL STATEMENT DATE OCT.15 ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCK& ' NEW 12'X16" CONCRETE FOOTING SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND `: + t SCALE SH OWN .4 BREAKING. A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE ►` y , FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS 3 BASED SHALL BE SUBMITTED. SHEET CK WALL SECTION "A„ EXIST 12'X16" CONCRETE FOOTIN N� i i REVISIONS LEGEND REU 2 WFCO SANITARY SEWER LINE COLD E ATER SUPPLY LINE N o HOT WATER SUPPLY. � co co PROF OSED MASTER PLUMBING NOTES. ft BEDROOM Q-4 1. ALL PLUMBING SHALL BE DO E IN ACCORDANCE WITH THE SOUTH «� 1 � FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. N OTE: 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND co NNECTION CHARGES REQUIRED. W NO JOINTS lV DER 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE CONCRETE Si AB co YEAR FROM DATE OF ACCEPTANCE. M } 4. SUBMIT SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR APPROVAL ® W SLOPE OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. � 2" AND SMq LER' LINES AT PER FOOT. � �^ 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, 3" AND LAP, ER LINES AT 8' PER FOOT. DUCTWORK.. ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE ® O WITH ALL EXISTING AND NEW WORK. 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND I DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AN D LLATIO N ST A N N EW i OF MATERIALS AND EQUIPMENT. I CL. 7. COORDINATE WORK WITH OTHER TRADES. i ____________� 8. FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE / ♦ / / i� i i SCHEDULE, OR EQUAL / ♦/� %' °� °° ° BE PROV ITH AIR CHAMBERS ♦ ♦ / 9. EACH PLUMBING G FI TURE SHALL / M N x W � , /, // // // / / // // AS PER S.F.B.C. ♦ / ♦ / , ♦ , / / ♦ " / / / Eby B _ 3 °° , ° i , °/° i /° / ° ♦/ /° / ♦ / i /// // 10 M. BATH SCALD ' ° /ry ,/ //� / /// ♦/� °♦ ♦/ � � // � / / � /� Y , / , � , ° , , , , , , , , , IF 10. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. lo /, ♦, /, ♦ /, /♦ // /// " SOIL STA & 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC //� �/, // I ♦ ♦ /♦ /I //, /� VTR / , �T°K/� // °/° ♦ ° / °� i i FITTI SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 3 3s EXISTING ♦ ° / i ♦ / °, / , / /° L i DEN , �, /� ,�� / 12. PROVIDE PIPING AS FOLLOWS. / / /,, // / //♦/, 70 ,, ♦ / , ♦, ♦, / ♦, , , . CL. /� /, �� /� ,�� , ♦� /, �, /� / , DOMESTIC COLD /HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE. //, ,�, /; ; ; ,/; , , , COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MIN. ol IF , . , ♦ , / , , / /, / ♦, , / / // ,, ♦♦ /, /, /, /, // /♦, �I, �, /♦/ ♦, / ♦, ,, / ♦, // ,, ♦/� ♦, 125 LB. WOG BRONZE VALVES. / ♦/ // ,, // /� ♦, ,/ // / ♦/ ♦ ,, ,// ,, ♦ ,/ /♦ //, ,/ // /,/ /♦ yAl s,Av.Al♦, ♦� /♦ /,, /, ,/ // // //, /,� // /,, ,, / /♦ /,, � ♦♦ ,, /,♦ ♦, , °,° i i ° �, " /y�, ♦ ° i / °,° / °,° / ° °° / ° i // °/ / °/° / °/° � i / ♦, °,° 'or i ♦ ° i i � ii i i /° i 'e i i ,° / °/° / °,° i i /♦ / ° ,° i BELL AND SPIGOT CAST IRON ♦, ,,, /, /, / / /, /, / .01 ♦ /, /, // /, ♦ /, •�i, / /, , / , / / /, /,, ,, / / / /, /, /. SANITARY WASTE AND VENT PIPING. �i� �� i / PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST i, , °, /, /, /,� /� /, /� /�, ��,�� / ♦, /��, IF` , / /�; /� / ,. , , / / ♦ / , , / , , , / , , / , / / , IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND /, /,, ,, , ,,, ♦, ♦, ♦ / / // / /, /, / �r'�/ /' , ♦ /, / ♦ /, ♦ / OF / /, ,, ♦, ,, ,, ,, / /,, ,♦ // ♦ /, 4 /♦ /♦ '0 r ♦ /, // / ♦, /, 0 0 ,, ♦/ /♦ / ♦,, /, /, / // //, // // //, 4e ,�,.� // /♦ //, ♦/ /♦ //, ♦, /, /, ,, ♦, / /, /, / ♦ / /,, ,, / / / / ♦ ♦ /, /, / / /, ♦, / // ,, ♦/ //♦ ,, /, ♦/ / /// // // /// /.��/ // // 14 /, /♦ /// // // /, /,/ / ,/ , °� / °,/ OF //� ,/ , /// ,° / °, °/° / °/♦ ♦ °,/ i , °,/ i ° / °,,/ 41 i i ,° ♦ ° / ° ° ° ° ° ° / ° ♦ ° / ° ° ° ° ♦ /, /, /, / / / ♦ / / /, , , / / / / / , ° / , / / / , / ♦ / / / ♦ .41 / / , ♦ / , /� / / ♦ / ♦ / / ♦ / / / , / ♦ / ♦ , / , ♦ , / ♦ ° IF / °� , ° ♦♦ , °,° /° , / IF ♦ °,° / °,° 4e ♦ / i /° , //° , / / °// ,° i ,° ,� ♦° / , / ♦ ° ♦° , ° i , ° / /iii °i , i / ° i , ° i ♦° i i , ° ,F IF / , , ° / / / ♦ / / / / / ♦ / / / , / / / / / / / / ♦ , ♦ / / ♦ / , ♦ ♦ ♦ / , , , / ♦ , / ,, /, ♦, ♦, ,, , ,, / / / ♦/ / / / /, , / / ♦ ♦ , , , i ♦ /, ♦ 0. /, ,/ ♦,� ♦ / ♦, // // ,, / / i, /�i° /, / // /♦ / ♦, ,/ ,, / ,/ /� ♦, �/ ♦, /, /, ♦ / / /, ♦ // / //� / // / o " 00' , /, , / / ,/� , / /// /,, /, ,// ♦ , le 40op ♦ , / ♦ / , IF , i / , 40t / / / , / / / , / ♦ /� / ♦ / / / , , / , ♦ i ♦ / , ♦ / ♦ ♦ ° ♦° / / ° i ° / °,° i /° / °/° / ° i / �/ /° /° /° / °/° / °/° , °�,° / ° i i /° ♦ °, / °/ / °,° i i ♦ °, /� / ° °° / ° i ♦ ° i i , ol 0710 / , / / / ♦ / / / / / / / , / / ♦ / , / / / / ♦ / / / / , / / / , i / , / , ♦ / / ♦ r ♦ / / / / ♦ / / / / / / / , / / , / / , / ♦ � / / , / , / / ♦ / i ♦ / , , , / / ♦ , / , ♦ , , V l It op / , , �', /, , / / ♦ /, , ,/ /, , ,/, /� /// , / ♦ ♦, ,/ ♦,/ /° ♦ / ,i ,/ / /� ♦i ,� ♦� ,� ,i , / , / IF ♦ / / ♦ / / / / / / / ♦ / / ♦ / / , / / / ♦ , / ♦ / , / °/ 1 Gi // � /° / //° / ♦♦ °/♦ i /° / /♦° / i /° ° i / i /° / /,° / // °,° /�� °/° / / ° ° ° ° ° ° / ° ° / ° i /° /° / ° i ' o , / / / / / ♦, , // / , , / / / / /,, ♦ / ♦ �',, , , / / / , /, / / / / /,, / ♦, / ♦ , , / / , / ♦ / / / / / / / / / ♦ / , / , , / / / / / / , , / / / , / i , / ♦ / / , - / , , /, W / /, // / ♦, /, ,/ /♦/ / /, /, /, IF ,/ 41 /,� , ♦ ,, / ,♦ IF If °,, ,/ //, /// /, // /,/ // // ,/ ♦i /` / /♦ //♦ 1p / /// /♦ // /// /, // ♦° ,/ , /♦ /, ♦ /i ♦♦ IF /° // / IF 4 F / IF / ♦ ,/ // /,° /, ,i //, ♦, ♦ ♦° // / /, ,♦ /,° / F /� Ior OF , IF / IF / #- *1 / / / /, / , / /, , / ♦ / / / IF , / // /♦ , / , / ♦ op / / / / / / ♦ / / 400' / ,� ♦ / , / / IF / ♦ / / , ♦ ♦ IF Or / , ♦ , / / ♦ ♦, / /, / i ♦, / / ♦ / ♦, / / /, , ° .1 o r /, /, ,, L Ld °i f i ,/ , /,/ , °i ,/ / °,�(� ° ♦° //i / ° , °i i i i ♦° // ° i i ,/ ♦ °,° / °,° 400' // 'e / /, //i // /♦ /// ♦ /, , / /,, ,/ ,/, / .�, / ♦, ,/ ,i , /, ,/ /, ♦/ / ♦// .. Lo ♦/ //� ♦/ / / , / / , , // // /♦ //, /♦ / / i ii // /, ,/ , ♦� // // �/ ♦� // 0 / / / / i / ♦ , / ♦ / ♦ / / / / ♦ / / , / / / / / / / / / "op / , .4p / ♦ / ♦ / / / / ♦ je % /° / ♦/ // ♦ / / / / / / / / / / / / / I ' e or / / / / / / / / / / / (�, r—I / / / / I / / / .4p / / / I I / / , / / / / / / / / I / / , / / / / / / / / ° wT` / °,/ i /° /° i i if /° / ° i / ° °/ / °,/ , /,/ , /// ♦ °,/ ,° i /o f / /° i /° , ,° i °/ , // / ,/ / °// i ° , ° , °,° / °♦ °// i ° , i ,I / ° / °♦ ° ° ° ♦/ i / °.° / °.° ./ i ° . / ♦° �° /° 40o' / ° ./ i .° i / /° / °.° i . //♦ �� i , °� / / ♦ i / / / ♦ ° i / z /, /, / /♦ / //i /,, ♦ / / I— ° / / / / / , / //°,° / ° i i // ° ♦ ♦ ° / ♦// �� / ♦/° i i / of Q / / / / , ♦ le / , / , / / , / ♦ / , / , ♦ / ♦ / , ° //, °/ OF /, ,♦ /♦ ,♦,°// / // /♦ , / , °,/ i ♦/ /� / ° i / ° i / ° i i i /° ,° i /° / ° / ° i / ° / i ° / ° i ♦ °/° / ° / ° i , , / / /♦ // //, /„ // ,,, /, /,, ♦, ♦, //, /. � DRAWN KERRY A . CHECKED C.C.M. o� DATE ❑CT.15 PROPOSED PLUMB I �G PLAN w� � " =1' -0" �N SCALE SHOWN SCALE: SHEET e _ I I l " it — __ I I i 1 i s ER A� NOTES., G E REVISIONS �8 ELECTRICAL NOTES. 1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, UTILITY THIS WORK SHALL BE DONE AS PER REQUIREMENTS OF THE LOCATIONS 8c BUILDING DIMENSIONS 8c SHALL RESOLVE ANY 0 & ALL OTHER N P A CODE ( PA 7 __ NATIONAL ELECTRICAL (N ) s THE ARCHITECT ENGINEER TO CI ES I TH 6, 5 DISCREPAN W COMMENCING WORK - ALL ELECTRICAL MATERIALS &EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. P 5 6 2. CONTRACTOR SHALL APPROVE ALL SHOP DRAW N GS PRIOR � RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH TO SUBMITAL FOR ARCHITECTS /ENGINEERS APPROVAL. cv c\1 W4% cq i ' PROPOSED MASTER \ i THE DRAWING INDICATES THE EXTENT &GENERAL ARRANGEMENT � BEDROOM ; �� OF EQUIPMENT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SOUTH �4 6 4 SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES FLORIDA BUILDING CODE. o ALL LIGHTING FIXTURES 1!�ND ELECTRICAL w RECEPTICLES SHOWN ON ECTRICAL ALL WIRES #BAWG & SMALLER SHALL BE SOLID COPPER g FLOOR PLAN ARE NEW AN SHALL BE ADDED ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. 4 ALL EXTERIOR DOORS & WINDOWS SHALL COMPLY WITH �, I ALL CONDUIT SHALL BE E.M.T. WHERE CONSEALED IN WALLS OR CEILING CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. co ANY EXISTING LIGHTING FIXTURES AND ELECTRICAL IT SHALL BE I .M.C . WHERE EXPOSED OR IN CONCRETE. �� ti cv RECEPTICLES IN AREAS 0 CONSTRUCTION 5. FIXED GLASS & /OR OPERABLE WINDOWS WITHIN 24 OFF co �\ s 4 MAY BE CONSIDERED AND JF SO, SHALL BE CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL FINISH FLOOR SHALL BE SAFETY GLASS. BROUGHT UP TO THE FLO IDA BLDG. CODE & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL � I � co DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIF co i ------- - - - - -- EXISTING ELECTRICAL PANEL &ELECTRICAL FEED AS REQUIRED TO 6. ALL SLIDING GLASS DOORS & WINDOWS SHALL BE FABRICATED s` ; ► RECEIVE NEW ELECTRICAL DEMAND LOAD BY A METRO DADE COUNTY APPROVED SERIES MANUFACTURER ' �� 2 i s' 1'' ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS 7. SLAB ON FILL-FILL WITHIN 16' OF POOL & LESS THAN 12' IN HEIGHT SHALL BE ON GROUND & B C FILL SHALL BE COMPACTED TO 95% C� . A K o NEVI �� 4- � OF MAXIMUM DENSITY AT OPTIMUM MOISTURE AS DETERMINED 'C' ® �` s �., s / ♦ ,� , , / / i / �i / i� PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE BY THE PROCTOR TEST. COMPACTED LAYERS NOT TO EXCEED 17 - I / / .. ♦ ♦ » ` ,= - -- /� ° / °' /o ♦ / / ♦ ♦ OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES 6 a / . 8 REINFORCING STEEL: ASTM A 305 A -615 GR60. ♦, ♦, ♦, /♦♦♦. , , , , , , , , , , , ♦ , ♦ , // 9. CONCRETE SHALL ACHEIVE 3000 P.S.I. IJN 28 DAYS. N E W � s , � ,�� ♦ ,♦� / , ♦ ♦ ♦ ♦ ♦ ; / 0, 10 p EXISTI �, / / ♦ / / / / / / / 10.IF EXISTING SEPTIC TANK HAS TO BE ABANDONED FOR AN DISMINIEC DEN'` ° ° ',' / � / /' ♦' / /' ♦ i / / /,' / ♦�, , , , , , , , • �♦ . ♦ REASON, IT SHALL BE COMPLETELY PUMPED OUT, HOLES KNOCKED UA� - '�� , , ♦, ♦,', °,', : , /,', OUT IN THE BOTTOM & FILLED WITH SAND OR OTHER APPROVED o i5 o CL. / ♦ / ♦ / / / / ♦ / / ♦ /, �6 ° ♦ ♦ / ♦♦ /♦ /♦ /// 16 —GFl 5 —GFl ♦ / ♦ / / / ♦ / ♦ / / ♦ / 00 01 / / ♦ . , . , / i / ♦ ♦ ♦ ♦ / / / ♦ / / / / ♦, ♦,, ♦, ♦, /, ♦, ♦, // ♦, /, // /♦ /♦, ♦/ // //, / ♦ ♦ ♦ /♦ // / ♦/ ♦, /,, /♦ / / o p ♦ ♦ ♦ , / / // / �/� / / / / //� ♦ ♦ / ♦ ♦ �/ ♦ /// / /// / / ♦ / / ,, ♦,, ♦/ ♦, ♦, ♦, ♦, / ♦, ♦, ♦ ♦♦ /♦ //♦ ♦♦ // / ♦, / 00 01 ♦ /♦ /♦ //, ♦, / ♦, /♦ /, / / / /Jog P 10 / i ° / / /'� i ,° /'i /'i ♦'i ,° /',° /',/ i ♦ '♦' /'i ,° s' /' i /'♦ /,/ /' i /' ♦' /' /'/ /'i /'i /'♦' / r',' /' ♦' /'i /' ♦' /'/', °/ /,/ /'/ ♦',° /', ° iii ♦',° ♦' ♦' ♦'/ ♦' /'/ /' /'/ /' /' / i ♦' ♦' /' ♦' /' /'♦' /j� /' /' /' /' /'i 4 4 ,° /'i i i /'i / ♦' / ♦ / ♦ ♦ / / ♦ / ♦ , / ♦ ♦ , ♦ , ♦ ♦ / , / ♦ / ♦/ ♦, ♦ / ♦ / ♦ / ♦/� / / / , / ,/� / , ♦ / /// / ♦ , ♦ . / , , ♦ , / , / / , ♦ , ♦ , / , �► / , / ♦ / / / ♦ / ♦ / / ♦ / / ♦ / ♦ , / ♦ / / ♦ / / / ELECTI I CAL SCHEDULE ♦ ♦ , ♦ , ♦ , ♦ ♦ ♦ , ♦ , ♦ , / / ♦ / ♦ / ♦ / ♦ , ♦ / / ♦ ♦ / / / , / / , ♦ , / / , ♦ , , / , / ♦ , , 0 , ♦ , ♦ ♦ / , ♦ , ♦ ♦'� / / / ♦ / / , ♦ / ♦ / 00 / / / / ♦ / / / / ♦ / ♦ / /♦ / //,,♦ /,,,♦,♦ , / ♦/ /♦ / ♦, ♦♦/♦/ ♦ ♦ //'�♦i/,,, /,♦♦ ///♦♦ /♦ / ♦/ // /� / ,/ / , / i / , / i/ / / i / / i / i // �/ i / i / i / i / /// / / ♦' ♦ / / ♦ / / // .0, i / / / / / CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS / / /,/ �, ♦,/ ♦ , ♦,/ /�/ I / / 1♦ , / / / 1 / , I / I I / / / / I / / /I / / , , / , ♦ , , / , , , / , /',° ♦ i�, ♦',° /'/ �° / ♦' /' /' /' /' ♦' /' /' /'/',° ` ♦'/ , ♦ / /' / / / , ♦ / / ♦ / ♦ GEN . LIGHTING /R ECEP T. ♦ ♦ / / / ♦ / / / / , / / ♦ / / , ♦ ♦ , / ♦ , ♦ , ♦ , // ♦ , / , , / / 1-6 #12 1 / 20 6516 405 SF x 3W /SF / of 00 , ♦ ♦ / ,� / / / / / , / ♦ ♦ / ♦ / / / / ♦ , / , ♦ ,�'� ; / / , / / / ♦ / / , / , / / / / , ° / /, /,° /- /,° ♦'/ /' ° ♦'♦'/ /' /' ' /♦' /' °' /// // /'/' ' /'/' /'♦' /' // // /,° i / r'i 7 EXIST HOT — WATER — HEATER 10 3 4" 30 0 ♦ , , f � / # / 3000 ♦' 'Y ?'o / ♦ ' //' // /'/' /'/' /' ♦' /♦ ♦'/ ♦' ♦' ♦' ♦' ♦' /' /' /' /' ♦ / /'♦' /'♦' /' /' ♦ r / /'/ /' /'♦ / / / / ♦ / /♦ /ix/ /♦ / /♦/, / ♦ ♦// // ♦♦ //, ♦, /, ♦' / , /, ♦/ // /♦/ /. EJ Jpr o" / //, /'/ /' //, /'/ /'/ / / �/ ♦' / / /, /, / ♦' /'/ / /'/ /'/ /' //, /'/ /'/ // / //, /' 8 -11 BEDROOMS ARC FAULT PRO. #12 1 /2�� 20 3000 ARC FAULT PROTECTED / °/ °// // /� / ° °/ ° j ° °/ °// °• 1 50 10000 60 AMP 2POLEBREAKER v , , , , /, /, / ♦, ♦, ♦, / ,, ♦ , , ♦ /, ♦ ♦ / ♦, ♦, ♦ 12 EXIST. 5 TON STRIP HTR., # Z / / ♦ / ♦ / / 0. ♦ / ♦ / / / ♦ , ♦ , / ♦ / , ♦ ♦�♦ / , ♦ / / , ♦ , / 11 / / , / C7T ♦'/ // 1, ' ♦ /// ♦' / / / ' /'♦' /'/ /♦ ,� /',° ♦',° // '''� /' //' / /' ' ' /' /' /' /,° e /'♦' ''% M ETER Q ♦ X ♦ ♦ ♦ A � / ♦, / / ♦ / ♦ / / ♦ / ♦ / / / ♦'I/ / , / ♦ , , / / ♦/♦ // ♦ 3/4 ♦ / / / / / / 0', ♦ ♦ ♦ ♦ ♦ / ♦ / / / ♦ / / ♦ �! ♦ , r ♦ .01 - / , ♦ x / / ♦ , /- ♦ / / 13 EXIST 5 —TON CU #8 40 3500 7��- //♦ ♦ // /♦,/ /♦,♦ // /♦ /♦ Vii♦// /♦ /♦/ /♦ ♦ //♦ ♦ ♦ /♦ ♦,, ,, ♦/, ♦/ /♦ /♦ /, /, ♦/ / ♦,, /, // /♦ x // /// , ♦ ♦ / / / /, / ♦, , / /,, ♦ ♦ /, /, /,, ,, /, ♦ /, ° ♦, / / /, // ♦/♦ 14 WASHER 6 1" 50 1500 JF ' /' /,° ♦'♦' /' / ° /' / ♦ i // / i / / / i / i / / /// ♦ 'r 15 /// / / /// ♦ / //♦ // // /// , / , /'♦ , 15 BATH GFI 12 1/2' 20 1500 ♦♦ // /♦ /♦ L ♦ ♦ ♦ ♦ / // / /, //, ♦, /, /, //, ♦♦ / �/, / , /, // / /, //, / / / ♦ / ♦/ / /�c ♦ / / ♦ / /, ♦ ♦, /,, / / ♦, ♦ ♦ /,, ♦, / / / / ♦ ♦, / ♦, /, /�, ♦ ♦ » oop 4014' / ♦ , / / / —.� / t / / / / / . / . ♦ / ♦ / . / . ♦ �'�/ ♦ / 40P / / , ♦ ♦ , / , ♦ , or 'r DRYER #10 1 30 1500 / i / / , , / / , / / 40 / ♦ , , , , / 17 RANGE # 1 50 6000 L� ♦ /♦ /♦♦♦♦ /♦ // //,♦ // / / / ♦ / / / / / / / , / , / / , / / / / , / / , / / , ♦ , ♦ , / 18 REFRIGERATOR #12 1 /2 20 1 500 LL X /' ♦' ° / ♦' ♦' / / /'♦' /' ♦' /' / ♦° ♦' /'/ /'♦ /'i' ° �'/' /'/ /' /' /'' OV / / ♦ ♦ / / / / / ♦ , ♦ / ♦ / / ♦ ,// / / / / /// // ♦ /� (!) Q N — j ♦ , ♦ , / ♦ , , ♦ , ♦ ♦ / / / 1 2�� / SMALL APPLIANCES #12 20 1500 / ♦ ♦ / / / ♦ / ♦ // ♦ ♦ / / / / ♦ / i ° / / , / i/ / i / ♦ / / /♦� 19-22 ♦ o Q OJ Q o — PROPOSED ELECTRICAL P N < -� o 2 -300 KCM THWN IN 2 -1/2 C SCALE " =1' -0" LOAD A LC 1 -4/0 NUT DRAWN KERRY C TOTAL LOAD = 39500 CHECKED C.C.M. 1ST 10000 Q 100% = 10000 200A 2ooA DATE OCT. 15 REM 29500 Q 40% = 2436 M MCB PNL b 7 SCALE SHOWN I I �� ,� SHEET A/C LOAD 13500 Z-1-112" 3 #1 THWN CU TOTAL 34668 , i I I i I i i I 3 3 j ' M . n Y i I i I c j V .r 33 j i V ' 1 1 I 1 r;l i 1 a i ti i i (V k i I I I i - -- - - - - - -- - -- - - -- - -- - - - - - - - - - - -- - -- -- __ - - - - -- - - _ - -- _ - - - - - -- - - - - _ - -- REVISIONS PROPOSED ROOF TILE SHALL BE COLOR THRU AND SHALL MATCH EXISTING TILE 111 H11 11-111 11111 11111 1111 111 1 11 IT 11 11 IT 11 J] I I I HH 11 1111 1 11 H 11 11111 11 IITI 1111 1111 - JINJ I 0� cv) C- ko �I EXIST WINDOW EXIST WINDOW EXIST WINDOW EXIST WINDOW W INDOW EXIST DOOR EXIST W I EXISTING EAST ELEVATION ® ® EXIST WINDOW SCALE: EXISTING SOUTH ELEVATION cn SCALE: <z) 6� E I 1 I I z Q I W Z ® o TTI n cn cz 1111 111 TI 11 11 TI IF I IT - 0 z o" L �► w w w A �► f w w w w � ^ { W — I- z - z � EXIST WINDOW EXIST WINDOW EXIST WINDOW Q Q Q CZJ A Al ° A w w w A w w w EXISTING NEST ELEATION EXIST WINDOW EXIST WINDOW DRAWN KERRY 4 = _ „�,��, EXIST WINDOW SCALE: CHECKED C.C.M. ' I EXISTING NORTH ELEVATION DATE OCT. is � _�,_o„ SCALE SHOWN SCALE: 4» SHEET 'I l FASTEN HOLD DOWN STRAPS TO C.U. & CONC. PAD TO WITHSTAND HURRICAND FORCE COMPRESSOR SECTION WINDS OF 146 MPH. ACCESS PANEL AIR FLOW (2) #10 TEK TTT�TTTT • A C GENERAL NOTES SCREWS swlT�l -I REVISIONS 12" MIN. FROM ANY m C OD RS & RL CONSTRUCTION 1 . THE WORK THAT IS TO BED E UNDER THIS O E WING I UDES THE 1/4' SS COATED CABLE ABOVE FIN. FURNISHING OF ALL LABOR, ATERIALS, EQUIF, PERITS, FEES 16 GA. X 1-1 GAL U t\ I I T. ANCHORED T❑ 4' GRADE 1'- SS COATED HER 4 STRAP. I V CABLE W /CLIPS IN L TIO S, TESTS, INSURANCE, ETC. REQU ED F R THE C ❑NC. SLAB CONC. EA. END (3 PER a , C PLET1 OF THE AIR CONDITI SYS SHO ON THE Stye - - - -- -- UN IT)' D SINGS D/ OR LISTED BELO'I -- ___ - -- ;�. EYEBOLT 2. VEN TIL A TION DUCTWORK SHAM BE . G GA STE . VEN LA N TK ALL ALVAN TE IM GAUGES :•. { �� 4' CONC, SLAB d THE RE DATiO S FORTH I THE LATEST EDITIO OF THE A.S.H.R DUCT CO UUCTI N >� BRACING AND N SPENSION IN ACCO ;TH 4 CO B NC, SL GUI D S. C, .A. ST .A,E, M.A► AN N STA DUCT SIZES SHOW ARE 'INSIDE' DIPy�ENSIONS. VERIFY EXACT LOCATION OF DUCT WITH ? '� :. � +•�• :�.`• SEE DETAIL ICS " RESPECT TO STRUCTURE BEFORE FABRICATION. �• �::..; .: �;,• + .� .. ,... 1 2 HILTI SLEEVE M ASON I w / M N DUSTRIES THIS SHEET N AN CHOR, I 2- 1 2' N M N �" 4" PAD X 2" X 3 SUPER " / W" 4" 3. FLEX IBLE DUCT SHALL BE STEEL HE RE O / HIGH n FLEX ALL HE � � CE NTERS -ISO ODE PAD f �p� M CAPSULATED I A CONTINUOUS SOFT �IINYL FILM, JOINED BY MOLECULAR PENETRATION (4 TYP. 1 #5 CONT CONC. PAD UNDER UNIT n' co co co TYP EACH CORNER. c v ING TO F ORM AN AIR 71GHT INNER CORE, THE CORE IS TO BE N. T.S. I SULATED I� A B INSULATION (R -6), AND SHEATHED IN A I REINFORCE ET, POLYESTER VAPOR BARRIER JACKET. sk PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR ERE FLEXIBLE im LJ E IM%'ft% 1 8 14 0 ( U I M I m u m m lM m T I I A 0 Gk El J" E TA I L DUCT IS CONNECTED TO RE DUCT ER ACTUATOR DAMCT GuLAR SHALL BE EXTENDED OUTSIDE I�j SULATI ON. CONDENSING UNIT SCHEDULE HAN DLING UNIT SCHEDULE SCALE: N.T.S. N AIR HAN N N W � - W N Y S BE 1 1 2 - u r Aliu -� 4. AIR CO ND ITIO NING S UPPLY AND RETURN DUCTWORK HALL / SUPPLY AIR PLENUM FLEXIBLE DUCTS W /R -6 INS UNIT NUMBER cu 1 ►mot � 1 Q (R -6 MIV FIBERGLASS U.L. 181 LISTED, CLASS I AIR DUC . R-6 I u T n MU - aOSET � I DucT SHALL BE FABRICATED IN ACCORDANCE TH SAA.c.N.A. W/ IN SULATION UNIT LOCATION OUTSIDE NI STANDARDS. (R -6 TOP LEVEL, R-4.2 IN OTHER LEVELS co+r NX - u T T Y 1 iERi 0 AIR ,(s>b /� � _ ►� TOHI 0 0 IT' 1� C^ '' ROOM THERMOSTAT FOR Y� HEATING/COOLING CO OL SHALL BE A W 5. TEMPERATURE CONTR � FLEX. DUC • TH STAGES AS REQUIRED. RFR R _ 6 INSULATION �,ry /R a,uZ u a� OF TRUSS SPACE RS &RL PIPING TO Tom ADD °�; I CIO 6. ALL RK SHALL BE COORDINATED �ITH OTHER TRADES TO AVOID CU -1 FOR C ONT EXTFI� Sr 1!c aaD co I UA ENCE TH THE PROGRESS OF CONSTRUCTION AND IN STRICT SEE PLAN. PROPOSED MASTER s5 Ev . F O TOR -HP s CO PLIANCE TH ALL APPLICABLE CODES AND STANDARDS. eM BEDROOM u rS I. Sant +zoo UNIT TIGHT TOi I I PLENUM R M AYAILABLE VOLTAGE 3U =i =1 AyAll�1®tE yDLT GE 2D8 /230-1 80 L SHALL V DIR C11 OF EXISII G )N / 2 " FOAM S L CLOSET 7. ME CHAN ICAL CONTRACTOR ALL VER ON CO. E BEFORE t STALLATIO OF EQUIP TS D DUC PARTITION TOT H 0 7 D�24Dy T� STRUCTURE EN AND » J BM OF TS N R�4.2 INTERN SHOULD ANY DISCREPANCIES BE FOUND CONTACT ARCHITECT GINEER, � W � 4 __ INS LA`nON 3/4 SAFE T SWITCH(AUXILI�RY FLOAT SWITCH) �I�T�I TYPE P ENT, tz, 8. P ENT AS R M AN u FA c Tu MFR. SO RESEARCH, INC. ® Q- NOISE FR ®�� G u T criT (tt�s) � � RECO DATIO S TO ELIM Y EQUIPM M N - u r air Est � � N N N � �� R � OCA RAT FL. o HEARD. 01 �i HANDING N, O ODEL U BER SS2 T N s. GUARANTEES: FILTER C O M PRESSOR ,M OTORS E EQUI FURNISHED UNDER PER FM SEC. 307.2,3 REQUIRES A. ALL OM M cN N MEN N N M PROVIDE LOUVERED CLO DOORS THIS CONTRACT SHAM HAVE A 5 YEARS PRODUCT GUARANTEE FROM AHU TO BE PROVIDED 1NITH AT AHU CLOSET ' DATE OF START -UP. " 1 W 1 YV AN AUXILIARY DRAIN PAN HEIGHT TO B� 1 - 1/2 X -1/ X 1/4 8X8 8X8 B. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK DETERMINED ANGLE ALU � 1NU SUPPORT 140 CFM 140 CFM FR FROM DEFECTS FOR A PERIOD OF NOT LESS TH At�j A 1 YEAR AT JOB SITE /� C.D. STAND. FRO% DATE OF ACCEPTANCE. � "FLEX "FLEX PER FMC SEC. 603.1.3 REQUIRES CLOSET AHU CLOSETS TO BE PROVIDED 10. TESTING: FLOOR l A MIN 4' CLEARANCE ON ALL A. ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG LOW SIDE •:' � ®� 4a "# I` �\ SIDES OF AHU TO 150 PSIG. AFTER TESTING, EVACUA S � TO 28X � MERCURY GAU PRESSURE �IITH VACU U P, HOLD FOR 25 PIPE SLEEVE I �� NEW WITH PUMP OFF. BREAK VAW UIITH REFRIGERANT. I I\ �. sA� T- 2 ' * G.D. BELOW CONC. SLAB B. �� 5X U SING A C. DE AN TESTS �SUBMIT I 8X AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL N DETAIL I S DIAGRAMMATIC, SEE PLAN FOR I �� '\ 140 CFM CORRECT ORIENTATION OF DUCTS & RS & RL PIPING. 3D cnsHT DRYER ExH. I , , „ INSPECTION INSIDE DUCT 8 FLEX i PENT 4" LD, NO PROTRUSIONS I �\ \ I / I I ------ c -- - � � / , &4CK DRAFT OPR I \ \ _ _ _ / % / / / , / / /♦ / / / ♦ / 41 of 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATED WITH 3/4 IN— LO VE=fIY , , ♦ , / / / , , o / X. AR AREX INSULATION M AY ONLY BE USED I 0 -PLE u UNIT MOUNTING DETAIL SLI AIR C OAFLE ; , of o , ; , M N NM N NNN N � AREAS. Fl (SHED ERE EXPOSED TH 2 COATS OF ITE LATEX PAINT / / / , , ♦ / / , • ALL A PER MANUFACTUREWS INSTRUCTION. 4 8 8 / / / / , / , / , / R -6 INsuLA'n0N i / , / , / , , / / / / / �.C�' /, /, /, / of / 40 CFM , / ♦ / s► sr , ♦ / ♦ , / , I / of / of 12. ALL REFRIGERANT PIPING SHALL BE TYPE K HARD COPPER, TOGETHER I / / , / / / , , , / / / / / / , //// 10 WITH WR OUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH ° � O / / / , / / ♦ / / / / / , / LINE CHASE � SILVER SOLDER OR "SILOS ". ALL CONDENSATE DRAIN PiPiNG TO BE N i ,♦ i i i i i i i i i i SLOPED ROOF CAP i / / / / / / / / / / / / / / / LIP JOINT FITTING OF A.F.G. �Iti � » FLEX / , / / / / / / / / / / / / / / / SCHEDULE 40 TYPE II HIGH IMPACT PVC WITH S �� ,� 8 // , / % / % % % / � � i� / i THE SAME MATERIALS WI TH AN APPROVED SOLVENT INSTALLED IN A ` of TING MANUFACTURER. ROOF 'mo X �t lx / ♦ / ♦ ♦ / ^ � SBcRL IN ATTIC S / / / / �� /�f��`,".,/ ,// / , M ANNER RECOMMENDED BY THE FIT 44 EXISTING ♦ / , /, / ♦ // /, 14 ALL *= SHALL CONFORM AIITH THE MECH, BLDG. CODE, 2001, 2002 REVISIONS, METAL DUCT CTYP. DEN ; / ; / / / / / / / ; AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. a / ♦ / / / / �� ♦ of B ACK DRAFT DAMPER 1 / ♦ / / / / ♦ ♦ / / / / 4 H. CONC. PAD CU -1 AC I , / , , , 'If , , , / / / / , / / , ♦ of 8X8 of o / ♦„ ,, /, o/ / N O FA 'SEAL DUCT JOINT \�®/ o 140 CFM / N DUCT SEkM & TAPE. z , / / , / / of , / / / / / / / of / ♦ of of / / / / / /,/ /♦ /,/ V J / / I / .b,� , / / I / I / / ♦ / / / / / / / / / / I / / / / / / / I / / / / / / / / s / / / / I / I r / / / / / ♦ / / / / / / / ♦ / • / / / / / / / / I / / / / / / I / 4r / ♦ 4e / / / / / / / / / / PVC CAP . DIA• HOLE C E I L_I G / / / / / ♦ , / / / / / / ,► / / / / / / / / / / ♦ / / / / / / / / / / / INSULATED FLEX. 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