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HomeMy WebLinkAboutBuilding Plansa �, , r;, 4a �W Lo W �a a i � a, D �� c Qe i0 7'- I I I I I J 7 VI 5 I'-5" 12'-1 a' I'-4^ I2'-1 O" 23'-1" ----------------------------------�.......... --------- -� I 0 C � � � � • / rF'1111 IL COVERING PATIO i ') II FAMILY - ROOM II COFFERS CEILING rrr in" I PANTRY CLOSET � t 3 HALLWAY 0 z y OFFICE ATI �. A24 ' I I BED #2 1 W I C _ BED #1 I e^ I2 O 3d-8" (COFFERS CEILING 9 io w LIVING No ROOM .LL------- -� FRONT OB - --------- - POR H L -- --- C:1 0 12 MASTER BATH I 9'-a' LIN n i� N w �� II N I MASTER l BED ICEGIL NGS I' O 9 I I-4'- i t "� p EN HOUSE TO W.I.0 22'-7 EXISTING TO VERIFY AT FIELD DINING ROOM C ACCU-1 ACCU-2 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. 2. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON THESE DRAWINGS, UNLESS OTHERWISE NOTED, 3. BENED TRACTOR OUP (TBG) SHALLE NOTIFIED ALL DIMENSIONS DIEOVIATOOCONSTRUCTION. THE FROM THE PLANS PRIOR TO CONSTRUCTION, DRAWINGS SHALL NOT BE SCALED AND WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BENEDICT GROUP FOR GENERAL REVIEW AND DESIGN COMPLIANCE (HIREE (3) COPIES OF EACH ITEM CHECKED OFF BELOW). 1.------------- TRUSS LAYOUT/ENG.x x 2.---------- HVAC DUCT LAYOUT. 3.----------- DOORS PRODUCT APPROVAL 4.------------ WINDOWS PRODUCT APPROVAL 5. DEPOSITS AND FEES: DEPOSITS FOR U'I'ILTITES INCLUDING WATER METER, TELEPHONE AND ELECTRICAL SERVICE SHALL BE MADE BY THE G.C.. PERMIT FEES, AS REQUIRED, SHALL BE PAID BY THE OWNER FOR THAT PORTION OF THE WORK, SOIL TEST BORINGS SHALL BE ORDERED AND PAID FOR BY THE CONTRACTOR AND REPORTS SHALL BE SUBMITTED TO THE G.C. TO INSURE PROPER STRUCTURAL DESIGN. 6. CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER, AND SANITARY FACILITIES FOR THE DURATION OF THE CONSTRUCTION. 7. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOBSITE AND LEAVE THE BUILDING BROOM CLEAN, ALL GLASS SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF CONSTRUCTION, ALL PAINT SPECKS AND ANY OTHER CONSTRUCTION MARKS SHALL BE REMOVED BY THE CONTRACTOR, 8. THE CONTRACTOR SHALL ACQUAINT THEMSELVES WITH THE SITE AND SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO ACTUAL CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS DISCOVERED AT THE TIME SHALL BE REPORTED BY THE CONTRACTOR IMMEDIATELY TO THE BENEDICT GROUP. 9. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND CORRECT, 10. ALL OPERATING WINDOWS AND SLIDING GLASS DOORS SHALL BE PROVIDED WITH VINYL INSECT SCREENS, GLAZING TO BE GREY TINTED GLASS -45% TRANSMISSION. ALL SLIDING GLASS DOORS, OPERABLE AND FIXED GLASS 18" AND LESS ABOVE FINISH FLOOR SHALL BE TEMPERED SAFETY GLASS, 11. FIXED GLASS, GLASS DOORS AND ALL GLASS AT THE TUB OR SHOWER SHALL BE TEMPERED SAFETY GLASS, NOTE REFERENCE 4O(-REPERENCB NUMBER DOOR REFERENCE �-DOOR NUMBER WINDOW REFERENCE O�WINDOW LETTER REVISION Q�REVISTON NUMBER REFERENCE TNTERTOR .� INTERIOR LEVATIONOR ELEVATION E�xoiro��' ROOM FINISH SCH.) REFERENCE��\\\\���---SSS mim HEET NUMBER DETAIL t DETAIL NUMBER SHEET REFERENCE A-7 NUMBER BUILDING SECTION �(-SECTION NUMF3ER REFERENCE A-s �SHEETMIMBER FOUNDATION rvIFOUNDATION REFERENCE LETTERNUMBER NOTE: ALL INTERIOR AND EXTERIOR WALL COVERING, FLAME AND SMOKE SPREAD REQUIRED FOR IN5ULATION HARDWARE NOTES 1. ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 LBS APPLIED IN ANY MOVEABLE DIRECTION. 2. ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER WITH 1" THROW INTO MORTICE FOR 13/4" SOLID CORE DOOR, 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A KEY OPERATED LOCK OPERABLE FROM EXTERIOR WITH A MINIMUM 6000 POSSIBLE KEY CHANGES, KEY IN KNOB LOCKS SHALL HAVE AN AUXILIARY DEAD BOLT WITH HARDENED BOLT OR WITH INSERT. 4. EXTERIOR SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 13/4" THICK. 5. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH VISION SCOPE OR VISION PANEL. 6. HINGES ON OUT SWINGING EXTERIOR DOORS SHALL HAVE NON -EXPOSED SCREWS AND NON -REMOVABLE PINS. 7. SINGLE SWING EXTERIOR DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE SOLID CORE 13/4" THICK AND SHALL BE SECURED WITH A T.ATCH AND SINGLE BOLT WITH ONE INCH MIN, THROW OR A COMBINATION OF DEAD BOLT AND DEAD LATCH SETS AND AN AUTOMATIC DOOR CLOSER, S. ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI 279.1 9. ALL OPERABLE WINDOWS SHALL WITHSTAND A FORCE OF 150 LBS. IN ANY OPERABLE DIRECTION. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM TRACKS WHEN IN THE CLOSED POSITION AND SHALL COMPLY WITH THE A.A.M.A. STANDARDS FOR FORCED ENTRY RESISTANCE, A.A.M.A.1303-3, 11. SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR PIN SYSTEM NOT REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. FLOOR PLAN LEGEND DESCRIPTION 1 KITCHEN SINK WITH DISPOSAL 2 DISH WASHER 3 STOVE WITH COOKING ON TOP 4 REFRIGERATOR - PROVIDE COLD WATER STUB -OUT , 5 , MICROWAVE ABOVE OVEN HIGH ISLAND 7 , PANTRY WITH SHELVES HIGH COUNTER WITH UPPER AND LOWER CABINET 9 , CUSTOM VANITY TOP WITH SINK & MIRROR ABOVE 10 SHOWER ENCLOSURE - GLAZING SHALL BE CATEGORY II SAFETY TEMP, GLASS FRAMELESS UNIT PER R308.4.5 & R4410.2.6.2 FBC. (SHO. HEAD HT. @ 7'-0") 11 HER 12 DRYER 13 AIR HANDLING UNIT 14 TANKLESS WATER HEATER 15 ELECTRIC METER AND DISCONNECT SWITCH 1. FLOOR AND BASE IN ALL BATHROOMS AND POWDER ROOMS SHALL BE NONABSORBENT MATERIALS PER R307.2 FBC 2. TUB /SHOWER VALVES SHALL BE ANTI -SCALD W/ INTEGRAL STOPS, CONDENSER W/ HARD START KIT & RAIN TIGHT DISCONNECT SWITCH 3. TUB /SHOWER SHALL HAVE WALLS UP TO 6'-0" FROM FINISH FLOOR OF W NONABSORBENT SURFACE FINISH PER R307.2 FBC STEEL STUDS SUPPORTING WALL HUNG FIXTURES AND CABINETS SHALL BE O4. DOUBLED OR OF 20 GA. PER R4411.4.5.1 FBC 5. A HORIZONTAL MEMBER FASTENED TO NO LESS THAN 2 STUDS SHALL BE PROVIDED AT WALL HUNG CABINETS PER R4411.4.5.1.3 FBC 6. LEVEL 5 SHEET ROCK FINISH. � i � WINDOW SCHEDULE I mpa� 4 SIZE ROUGH TYPE' Egress Resistance • O OPENING Yes No Yes A 37" x 48" 3-9 x 81.5 LAWSON IMPACT GLASS WINDOW O 0 nB 37" X 38" 2-7 x 4-7.5 LAWSON IMPACT GLASS WINDOW O 0 I C 37" X 63" 10-9 x 5-1.5 LAWSON IMPACT GLASS WINDOW 0 O �-I 3�-a EXISTING BEAM I_a81 WINDOWS SHALL HAVE WHITE COLOR FRAMES AND TINTED GLASS. wool w I Cn 2. GLAZING AT HAZARDOUS WINDOW LOCATIONS SHALL COMPLY HWITH SECTIONS R308 OF THE FLORIDA BUILDING CODE. O 3, GLAZING SHALL HAVE DIVIDED LITE AS PER ELEVATIONS. /� �j 4. ALL WINDOWS SHALL BE MISSLE IMPACT RATED, /-I 5. PROVIDE 1 1/2" MASONRY OPENING ON TOP AND SIDES OF ALL WINDOW OPENINGS. Aess act FLOOR PLAN SCALE: 3/16"=1'-0" DOOR SCHEDULE ❑ SIZE BRAND THK FIN ARKS Regtu�ments Resistance Yes No Yes No 1 60" x 80" THERMA TRU -- PAINTED FRONT FRENCH DOOR O O 2 36" x 80" 1 3/4" PAINTED SOLID CORE PANEL DOOR O O 3 30" x 80" 1 3/4" PAINTED POCKET DOOR O O 4 28" x 80" 1 3/4" PAINTED POCKET DOOR O O 5 58" x 80" 1 3/4" PAINTED BI-FOLD DOOR 0 6 72" x 80" 1 3/4" PAINTED BI-FOLD DOOR O O 7 36" x 80" 1 3/4" PAINTED STEEL DOOR O O 8 72" x 80" LAWSON 1 3/4" PAINTED FRENCH DOOR PATIO O O 9 48" x 80" "'- PAINTED INTERIOR FRENCH DOOR O O 10 192" x 90" DAB GARAGE DOOR O O 11 (2) 24" x 89' 1 3/4" PAINTED POCKET DOOR 0 12 (2) 24" x 80" 1 3/4" PAINTED POCKET DOOR 0 WIND PRE55URE ON OPENING A -ZONE= 4.5 170 mph "C" q0 +93 -49.8 © +41 -4G.2 © +38.2 -43. G z +35.4 -40.9 7O +37 -42.G ® +35 -40.G ® +32 RIGHT SIDE ELEVATION SCALE 1/4' = 1'-o" EAST i LEFT SIDE ELEVATION A SCALE: 1/4' = 1'-0' WEST ` NEW METAL ROOF TYP ` NEW STUCCO FINISH. TYP O > OF NEW BEAM 5 FIN. FLOOR �q. > NEW ATT PORCH 1Z-0 > OF NEW 10'-0 FIN, FL( 0• STING CONIC, SLAB STING CONC. FTG ALL FIN15HE5 TO SELECTED BY OWNER 1/2" GYP. BD. ON P.T. I x 2 @ 24" O.C. R-4.3 INSULATION 4" BASE MOLDING SELECTED BY OWNER NEW FIN. FLOOR SELECTED BY OWNER POUR NEW CONC, SLAB 2,500 PSI W/ FIBER MESH OVER EXISTING CONC., SLAB SEE FTG PLAN 1/2" UP, JOINT p PA .< . .. .. a was rm NEW ADDITION I EXISTING FRONT WALL TO VERIFY AT FIELD SEE TYPICAL WALL SECTION NEW BOND BEAM Jk 10'-0" Lu TOP OF EXISTING BEAM TO VERIFY AT FIELD 8'-0" EXISTING TIE BEAM EPDXY G" DOWEL INTO EXISTING TIE BEAM NEW 1 #5 FILL CELL SEE FTG PLAN NEW 3 /4" STUCCO ON EXISTING 8" MASONRY WALL EXISTING 8" MA50NRY WALL FIN. GRADE OYF.) NEW FIN, FLOOR EXISTING FIN. DRILL 8" AND EPDXY DOWEL TO FOUNDATION TYPICAL WALL SECTION SCALE: 1 /2"=1'-0" AT EXISTING WALL%- FRONT PORCH I�ra;a:r�n 10'-0'T EXISTING CONC. BEAM B'-G' TO VERIFY AT FIELD ►�7111■IIIC0�111�11'�� FIN. F700R 0'-0' FRONT ELEVATION SCALE 1/4' = i'—(r NORTH 7 NTETAL ROOF (INSTALL PER MANUFACTURERS SPEC'5.) OVER 90# ROLL ROOFING, HOT MOPPED # APPLIED TO 30# ROLL ROOFING, LAPPED 2" TURNED UP VERT, SURFACES, 4" TIN TAGGED @ MAX. G" O.C. IN DIRECTION OF ROLL 4 MAX. 12" O.C. ACROSS WIDTH OF ROLL W/ PLYWD. ROOF SHEATHING 19/ 1 G" TH. (APA 32/ 1 G; 19/32 TH. SEE STRUCTURAL FOR NAILING fi ATTACHMENT DETAILS (IYPJ 12 Q 5 GALV, METAL TRU55 ANCHOR MT51 G-14 GA @ EA. TRUSS (SEE PLAN FOR UPLIFT 4 ANCHOR NOTES UD(NIS STURBEDSTING ENT ROOF TILE NEW R-30 GATT INSULATION 1/2" GYP, BD ON — LEVEL IN MTL. STUDS (a Iti"nr. P.T. I X 2 DRAFT5TOP ALL FINISHES TO SELECTED BY OWNER z 1/2" GYP. BD. ON P.T. 1 x 2 @ 24" O.C. I R-4.3 INSULATION 4" BA5E MOLDING SELECTED BY OWNER NEW 4" COIN , SLAB. SEE FTG PLAN NEW FIN. FLOOR SELECTED BY OWNER -' III -III III 3/4" RECESS OYP.) TOP OF NEW BOND BEAM 10'-0" — GALV. METAL DRIP NAILED TO P.T. I " x 2" @ 4" O.C. W/ 3/4" LG. GALV. RING 5HANKED NAILS _ 2" x 8" WD. FASCIA W/ 2- 1 Gd STUCCO SOFFIT W/ METAL LATH ON In x 3" WOOD FURRING 4 7" x 24" SCREEN VENTS @ 8'-0" O.C. (TYP.) (2) 8" x 8" BOND BEAM W/ I #G CONT. EACH 1 #5 FILL CELL AS NOTED NEW 3 /4" STUCCO TO MATCH EXISTING HOUSE ON 8" MASONRY WALL FIN. GRADE cryp N. FLOOR NEW CONIC. FTG SEE FTG PLAN TYPICALL WALL SECTION SOAL =: 1/2 11=11-uvl AT NEW WALL > OF NEW BEAM 10'-0 WT FIN, FLOOR J. 00511G mlUlm NO ®(al3U R ° Tf IXIma1 MID P.L dI fYlID ml(Sl 4N.Wi./LI m161/f. TNOa6./Fl/f WA9EIF xmm r.act vw � oe¢mrt f rmi mam � s :aamsnn/t wu Pmor°�snm w� mwixrt�./ Va .m�u ❑ ElRr. ❑ Elroo� u�e.r. xnwm rtn 1/9'S DAOpm IPPimdl ND mwwn./ nuAuu zo-ta 2 COATS O CONCRETE BEAM FILLED CELL STUCCO ° saa�r R-4.5 INSULATION ° PLAN VIEW svcm rmi niv�w ino a,m O - ° 1/2" GYPSUM BOARD mnm aungW wr+a ° axmnc sum uu an Axu n: - cwsn sw: xot xmiu 1" X 3° P.T. WOOD BUCK W/3/16" TAPCON X 1 1/2° CAULK MIN. EMBEDMENT® 811 O O.C. (TYP.) - I s CO SCALE : N.T.S #5 RE -BAR, W/42" LON ALUM, WINDOW SPLICE WHERE NEEDED SEE SCHEDULE W/8" PENETRATION INT WINDOW HEADER DETAIL DOWEL N.T.S. FASTEN MIN. 1"x4" P.T. BUCK TO COVER ENTIRE 1 /2" DRYWALL JAMB• FASTEN TO C B.S W/ FROM x 2N MIN. C.M.U. WALL TAPCONS SPACED ®4" MAX. FROM ENDS k 12' O.C. MAX. (TYP. THREE SIDES) OPTIONAL FASTEMNG: TAPcl PERCMANU MANUFACTURER'S MIIAMIKD DE NOA BS INSTALLATION DOOR FRAME FASTEN PER MANUFACTURERS RECOMMENDATIONS EXTERIOR FINISH RETURNED TO DOOR FRAME AT EXTERIOR D A-9 SCALE : N.T.S IG+,I !r m �, a L CORNER DETAIL@ BEAM i •t T 1 1' FIM 2 ST UM. WINDOW E SCHEDULE 1" X 4° MARBLE SILL T. WOOD BLOCK CAST IN PLACE CONC. SILL R-4.5 WALL INSULATION B' CONCRELE BLOCK C WINDOW SILL DETAIL A-s N.T.S. CMU WALL & HEADER (MAX) 3%1 s coNc. scR. w/ EMBEDMENT (TYP) 1 x4 PT BUCK - (OR GETTER) FA >TEN PER DETAIL FASTENING FOR QOORS �J F To �080 D�O� FA��TIf���r� DETAIL A--� SCALE : N.T.S. #5 VERTICAL IN GROUTED CELL - RETROFIT 8"x8" MAS. COL WALL WHERE INDICATED AT FREE ENDS OF MAS. WALLS AND UNDER CONC, BEAN FOOTING MAS. PLACEMENT DETAIL DIM, SINGLES OVER 15� FELT ON 15/32' CDX OR 7/16' OSB {MIN. RATED 16$24)(IF TILE ROOF IS UD SEE TILE MANUFACTURER FOR RECOMMENED SHEATHING) PRE-ENgNEERED TRUSS @24' O.C. W/ HURRICANE ANCHOR ON EACH TRUSS. (SEE TRUSS LAYPUT FOR TYPE & MANUF.) AS SPECIFIED BY BUILDER NON-STRUCTURAL 2x6ST METAL DPoP EDGE OVER 'SEE ROOF PLAN FOIL O.H. LENGTHS 2zi2 /2 SYP W/ 1/2' � PLYWD OR 7/16" O.S.B. FLITCH (U.N.O.) R-30 MIN. INSULATION VARIES SEE EIEV. 2 COAT STUCCO FINISH OVER WIRE LATH ATTACHED RECTLY TO BOTTON OF TRussEs TOP PLATE &HEADER TOGAIHFR W/ 'A�REAR PORCH CLG. DETAIL A-9 SCALE 3/4 CEILING & ft00F J STRUCTURE zx4 woo0 sn105 ®24' o.c wNLI DRYWALL ATTACHED WITH 1: LONG DRYWALL SCREWS TO EACH SIDE SCREWS ARE 8° O.C. AROUND THE PERIMETER AND 12' O.C. ON 1HE INIEAMEDIATE STUDS. P'xe P.T. WOOD BOTTOM SOLE PLATE, NAILED If O.C. W/(P.A6) A45 W/(" PENETRATION INTO FLOOR SLAB .. ..o .. ". _... TYP. INTERIOR NON—BRG WALL DETAIL A-9 2x4 �2 SP PI —i x�eaTw/Nur� 2P2a1/6 wasHER eR (2)-3' CUT NAILS ALL 24' OC FB1ED CFLL ERAME WALL TO BLOCK WALL CONNECTION A-9 SCALE : N.T.S. E TYPICAL COLUMN DETAIL @BEAM OR SLAB A-9 nor TD scuE DRILL 8" AND EPDXY DOWEL TO TIE BEAM 30ND BEAM EXISTING 8" CMU NEW 8"X8" GROUT FILLED WITH CELLAT 48" O.C. TYP. SEE PLAN FOR SIZE AND SPACING DRILL 8" AND EPDXY DOWEL TO FOUNDATION FILL CELL INSTALLATION DETAIL O NEW 8" BLOCL WALL — SEE ARCHITECTURAL TYPICAL WALL SECTION NEW 4" CONC. SLAB SEE PLAN FIBER MESH TRANS BAR NEW MONOLITHIC CONC. FTG SEE FTG SECHEDULE 3/4" RECESSED GROUND i.,., 161� (2) #5 CONT MF1 FOOTING SECTIONS DETAIL O GARAGE STEP DOWN FOOTING SECTIONS DETAIL O FOOTING SCHEDULE MARK EXISTING 12" X 16" CONC. PAD FTG EX- TO VERIFY AT FIELD 16" X 16" MONO. CONC. FfG MF1 VI/ITH (2) # 5 BARS CONTINUE X 12" MONO. CONC FTG. O12" MF2 WITH (2) # 5 BARS CONTINUE F' � 36" X 36" X 24" HT CONC. PAD FTG WITH # 5 BARS AT I O" O.0 EACH WAY 4" CONC. SLAB PA WITH FIBER MASH COLUMN SCHEDULE NUM. SYMBOL BARS LEGEND FC1 ❑O Q REINFORCED MASONRY COL. w/ (1)-#5 � VERT. FILL w/ 3000 PSf GROUT 4'-0" O.C. MAX FC2 O O m REINFORCED MASONRY COL. w/ (2)-#5 � VERT. FILL w/ 3000 PSI GROUT 4'-0" O.C. MAX � � REINFORCED MASONRY COL. w/ FC3 � (3)-#5 � VERT. FILL w/ 3000 O PSI GROUT 4'-0" O.C. MAX I '-4" 12'- I O" I '-4" I —--------- r-- - ----------------------- I— __ Fc2 I .�.�:I' � - '� a � � DIAGONAL BAR � ' I ° ° /-1 ° TYP AT ALL � FC1 Q..:::I a o ° d ° .SHOWER RECESS - � I >.:I a a ° ° �, 1 I ° o a O d 'SHOWER „ °.� I W ° O ._.) a .. Q ° n � ° a m 4 4� - I ii m i I a d 3,_81� 4�_O�� #3 (I 2" LONG) � ° v i � ° ° d1 a AT I8" O.0 EPDXY I <::;I a � ° a MATCH � 3" EMBED INTO f-fG AND � m :::� � a . q d n d FLFV �' cn 6" INTO EXISTING SLAB 30'-8" ADDITION 2'- I O" = e 23'- I " -------------------------------- I U I `- IJIIIVV JII\V 1./VIv1L dONC. COLUMN TO VERIFY AT FIELD I I O EXISTING SLAB I EXISTING FIN. FL. I > ELEVATION AT 17.4 FT I O O I ;� �., I I - � W i NO I I I � i � I to I.CIV 1 CI[ LIIVC VI- rtVHU, ( O l I X TO VERIFY AT FIELD I ILL I NEW FIN. FL. ELEV. I I i AT 18" ABOVE CENTER LINE OF ROAD = I ° I #3 (I 2" LONG) JI 15TING STRUCTURAL 1— 1 j AT 18" O.0 EPDXY �ISTING STRUCTURAL Q J 3" EMBED INTO FTG AND I ANC. COLUMN TO � W ONC. COLUMN TO `.RIFY AT FIELD EX- 6" INTO EXISTING SLAB �{ERIFY AT FIELD — I O �� O O O® 00 00::. -- ------ :::00 I O I ° . PA � .. � . a FC2 "�I ` FC FC2 C : � � �.. FC2 _-- I I ° ♦ -.. ...� L Iy1F1 �: .: __J �� ....... .�..rr- ........................ �\\\ �� i 13'-O" 18'-I" FOUNDATION PLAN�/I SCALE: 1/4"=1'-0" REVISIONS: ;EV. REV. ISSUE I 04-20-20 CIiY COMM. W � U � z �' w W �—,�� A �o� W z ,a a � w ��� Z U�WZ `O` a ��� VJ z `''ate O � w 0 S1SI I��FF���A _ -_ LICENSE: PE#285855 ..._. DATE 01/16/2020 DRAWN RS PROJECT No. 19-8031 SCALE FOUNDATION PLAN 12 5 POUR NEW CONC, SLAB 29500 PSI W FIBER MESH OVER IXISTING CONC. SLAB SEE FTG PLAN 1/2" EXP. JOINT °.. EXISTING CONC. SLAB EX15TING CONC. FTG - NEW WOOD PRE-ENGINEERED WOOD TRUSSES SEE FRAMING PLAN - GALV. METAL TRUSS ANCHOR MTS I G-14 GA. @ EACH TRUS5.5EE FRAMING PLAN FOR UPLIFT *ANCHOR NOTES TOP OF NEW BOND BEAM 10'-0" - NEW (2) 8" x 8" BOND BEAM W/ I #G CONT. W EACH BLOCK Z TOP OF EXISTING BEAM TO VERIFY AT FIELD 8'-0" - EXISTING CONC TIE BEAM - EPDXY G" DOWEL INTO EXISTING TIE BEAM - NEW 1 #5 FILL CELL SEE FiG PLAN f V NEW 3 /4" STUCCO Z ON EXISTING 8" MASONRY WALL - EXISTING 8" MASONRY WALL L, FIN. GRADE (TYP.) NEW FIN. FLOOR o'—o" E T1NG FIN. FLOOR DRILL 8" AND EPDXY DOWEL TO FOUNDATION NEW BEAM SCHEDULE BEAM -NO BEAM -SIZE 0 OP -BARS BO - RS BM -NOTES SIZE No. & SPACING _ EXISTING 1 #6 EXISTING CONC. BEAM TO VERIFI EW BOND BEAM TB -E ('X12' j�'-/yet ITT 8"X8" +10'-0" & 12'-0" 1 #6 10 N B-2 8 12 CALF: 1� = ' 0" EW CONC. BEAM NEW PRE -CAST LINTEL PCL NOTES -O ALL BEAM TOPS LISTED ARE FROM FINISHED FLOOR ELEV 0'" GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH REST NOTIFY ARCHITECT OF ANY DISCREPANCIES OF PLANS & TRUSS STRAP SCHEDULE (SIMPSON STRONG -TIE CONNECTOR NUMBER OF ID MARK CONNECTORS (IF MORE THAN ONE) #A & #G 2nd CONNECTOR ID MARK (IF NEEDED) TRUSS UPLIFT OR MAX UPLIFT IN TRUSS GROUP ALLOWABLE LOAD LBS NAILING MARK CONNECTOR GA UPLIFT (Pup)/ LATERAL LOAD LATERAL LOAD TRUSS/RAFTER/ SEAT PLATE/TRUSS REMARKS QT.- TYPE GRAVITY (FL/RF) PERPEND. Ft PARALLEL F2 HEADER CONCRETE QA (1)—MTS 16 860 7 10d NAILS (4) Y4" CONC, X 1 3/4" TITEN SCREWS — QB (2)—MTS 16 QC (3)—MTS 16 QD FGTR 4400# (18)— SDS 1/4"x3" 2 1/2" X 5 TITEN HD (14) 10d x 1-1/2" NAILS NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG—FIR—LARCH/SO. PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER —MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, O.H. D # 987 I #3 i I I 1 I I I I G4974 I I I I I I I I I I c I = A O # 987 O.H NOTE: ALL TRUSS TO TRU55 BY TRU55 MANUFACTURE u NEW TIE BEAM I a � W u_ mQ I Wo I � o I z @� i I Nim B-� NEW TIE BEAM @ 1014" A.F.F. D \ B 30'-8" 1 2'-10" B ?l-3g �jljl --- B 1532. 4" 12'- I O" NEW TIE BEAM @ 101 4' A.F.F. 34'- I " W TIE EAh 10'-0" .F,F, -2'-0" REVISIONS: O.H. 1,_5" REV, REV. ISSUE A 23A 1 04-20-20 CITY COMM. # 220 # 497 B . .—. .#2241 CEI .ING kTA '41 . �. �. . .I. i. i I. -1 RIDGE]NE -- --- -- --- -- -- -- -- --- -- -- W I � 2. w 0 NE WOOD RE-E INEE D WO D TRU ES @ 4" O.C. U SEE PPRO D SH P DWG MWA _11.6_� NEW TIE BEAM A @ 12'-0" A.F.F. # 298 A # 347 42'-5" HOU5E TO VERIFY W TO 3 BY 247 NEW TIE BEAM @ 10'-0" A.F.F. A A 33G O.H u m 0 Q LU > O uN W N� = N O c� A Z # 497 N Al 0 w U � z �' w L U I-+ Q WAp U) fox CCH ��'� z Uwz 0 z �a� Z w O r� DATE 01/16/2020 DRAWN p PROJECT No. 1R9-8031 SCALE ROOF FRAMING PLAN FGTR 1/4"=1'-0" , mi a J U . tL J 0 e �o" ATTACH TO CONC, THRU BUCK W/ 1/4" DIA. X 1 3/4" EMBED, PHILLIPS HEAD TAPCONS SPACED PER PRODUCT APPROVAL HILTI'CRV 099422 COIL NAILS @ 8" O/C 4"FROM CORNERS P.T, Ix BUCK NOTE: THIS DETAIL IS ONLY INTENDED FOR THE MINIMUM FASTENING OF THE FRAME THROUGH THE BUCK, INTO THE CONCRETE SUBSTRATE, ACTUAL FASTENERS TO BE INSTALLED PER PRODUCT APPROVAL. ACTUAL FINISHING MATERIALS AND SHAPES PER ARCHITECTURAL& 1 NON - STRUCTURAL BUCK S3 SCALEKT.S. 7�9 BUCK, SEE BUCK DETAIL MIN, 4" POURED CONC. SILLw/ . UP TO12' OPENING WIDTH: (1)#5 CENTERED UP TO IS OPENING WIDTH: (2) #5 AS SHOWN MIN, 8"xl2" POURED CONC, SILL w/ REQUIREMENT OF THIS SECOND REBAR VARIES, SEE NOTE THIS DETAIL 1#5 VERTICAL REBAR IN CMU CELL UNDER WINDOW SILL. SPACED @ 48" O/C MAX. END WITH ACI HOOK INTO SILL AS SHOWN AND INTO FOOTING. SPLICES TO BE 3D" CONC. WINDOW 4 SILL DETAIL. S3 SCALE: N.T.S. NOTE: THIS DETAIL IS ONLY INTENDED FOR THE MINIMUM FASTENING OF THE FRAME THROUGH THE BUCK, INTO THE CONCRETE SUBSTRATE. ACTUAL FASTENERS TO BE INSTALLED PER PRODUCT APPROVAL, ACTUAL FINISHING MATERIALS AND SHAPES PER ARCHITECTURALS, NOTE UP TO A DOUBLE BUCK IS ALLOWED, LENGTHEN TAPCONS TO ENSURE MIN 1-3/4" DIAMETER IS PROVIDED FOR EMBEDMENT INTO CONCRETE SUBSTRATE, WOOD STUCCO FRAME ATTACHED TO 2x BUCK PER NOA'S SPECIFICATIONS, BRICK MOLD WOOD BUCK: ATTACH TO CONC, W/ 114" DIA X 1 3W' EMBED @ 12" O/C, 6" EE. PROVIDE MIN 2114" MASONRY EDGE DISTANCE 2 DOOR BUCK DETAIL S3 SCALEXT.S. FASTEN GARAGE BUCK PER PRODUCT NOA, MINIMUM WITH 1/4"X3-1/4" TAPCONS @ B" O/C STAGGERED, 4" EACH END. PROVIDE V DIAMETER WASHERS ON TAPCON. MINIMUM GARAGE EDGE DISTANCE TO CONCRETE OF 2" DOOR �P•T02x6 SnCP NC. BLOCK El ❑ C FINISH BY ARCH FILLED CELL OR POURED COL. (SEE PLAN) 5 GARAGE BUCK DETAIL S3 SCALEXT.S. HORIZONTAL LADDER TYPE PRE -NOTCHED CONC MASONRY REINFORCEMENT TO BE INTERRUPTED BLOCK. TYPICAL @CONTROL ACROSS CONTROL JOINT, JOINT LOCATION / PREMOLDED JOINT FILLER STUCCO OR THE JOINT NFINISH THE NORMALS MANNER. LOCATE A VERTICAL CONTROL JOINT AT A BOND BEAM/TIE BEAM SPACING EQUAL TO DOUBLE THE HEIGHT OF TYPICAL VERTICAL REINF @ REBAR IS TO BE CONTINUED THE CMU WALL, BUT NOT TO EXCEED 30FT ON EACH SIDE OF CONTROL NORMALLY (UNDISTURBED) CENTER. JOINT IN SOLID GROUTED CELLS / R \ MAN.R )RY 1NA1 I gHRINKArP IMULJVIIVI NOTE THIS DETAIL IS ONLY INTENDED FOR THE FASTENING OF THE FRAME THROUGH THE BUCK, INTO THE CONCRETE SUBSTRATE, ACTUAL FINISHING MATERIALS AND SHAPES PER ARCHITECTURALS. ran O Z a U .., . �w U e:. . a p wR - Ile s J of e O.: 1 WOOD SCREW ATTACHMENT SPACED PER PRODUCT APPROVAL 1/4" X 3 1/4" PHILLIPS HEAD TAPCONS AT 12" O/C 4" FROM CORNERS P.T. 2x STRUCTURAL BUCK 3 STRUCTURAL BUCK DETAIL 33 SCALEXT.S. REINFORCED FILLED CELLIIIIIIIIIIIIIIIIIIIIIIII SEE PLAN FOR SIZE AND SPACING. END WITH ACI 90 DEGREE HOOKS 9 GAUGE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 8"x8"x16" CONCRI MASONRY UNITS CMU TYPICAL 7 REINFORCEMENT DETAIL S3 SCALE: N.T.S. ATTACHMENT TO UNIT. - USE MANUFACTURER FASTENERS OR PROVIDE (2) #12-14 SELF DRILLING SCREWS PER ANGLE ATTACHMENT TO SLAB: 3x3x1/4x3" LONG ANGLE WITH (1) 1/2" DIAMETER X 3.5" EMBEDMENT HILTI KWIK BOLT III OR EQUIVALENT (TYP OF 8) r ° , I All MIN, 2' SPACING - BETWEEN UNITS (VERIFY W/ MANUFACTURER) CONCRETE SLAB_ PER FOUNDATION PLANS. w, 8 SLAB MOUNT EQUI S3 SCALE: 1/211= 1i Ile 6• MIN. OFFSET FROM SLAB (TYP) ENT UNIT ;- SdRING SRMK 4. O.C. ON EDGE O. O.G INTMIOR 0 L PROVIDE 1/8" SPACING AT PANEL EDGES 4' x 8' COX PLYWOOD SHEATHING MIN, 19/32� THICK MAX. SPAN 24" PROVIDE 2"x4" BLOCKING ® ALL PLYWOOD SEAMS, _ 48" BACK OF GABLE END, NAIL SEAM w/ 10d NAILS 4"o.c. EA. SIDE OF SEAM 2"x8" WOOD FASCIA (SEE Tt15ICAL WALL SECTION) NAILED W/ 2-16d NAILS @ EACH TRUSS 1/16" SPACE AT PANEL ENDS PLYWOOD NAILING DETAIL SCALE: N.T.S. h i 1 71 ev, mcsezt ne �' VALLEY FRAMING DETAIL PREFABRICATED WOOD TRUSSES 24" ON CENTER SEE ROOF PLAN BLOCKING DETAIL 2 x 4 BLOCKING AT PANEL EDGES AS REQ'D (2) 16d COM, NAILS EA END APPROVED ENG'D WOOD TRUSSES — SEE TYP. WALL SECTIONS FOR ACTUAL HEEL AND OVERHANG CONDITION PROVIDE MOISTURE BARRIER (TYPICAL) HURRICANE STRAP HETA20 CONC. TIE BEAM REVISIONS: ui U n4 Z W LLI < U) E fox W � w P4�� '0'^ oLO 0�Q cn Z In W O Eww4 r0r h+i c . LICENSE: PE#285855 DATE 01/16/2020 DRAWN RS PROJECT No, 19-8031 SCALE STRUCTURAL DETAILS STRUCTURAL NOTES GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER, WHEN THE BEAM SPECIFIED IN THE STRUCTURAL PLAN RUNS OVER A CMU WALL, ITS ACTUAL WIDTH IS TO BE THE ACTUAL WIDTH OF THE WALL, WHICH WOULD BE 7.5/8" OVER 8" CMU, FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24" OR MORE, EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES, GENERAL ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN, REQUEST FOR INFORMATION PLEASE USE HAND SKETCHES AND OTHER VISUAUWRPITEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION. SEND TO US VIA EMAIL OR FAX, CONTRACTING NOTES GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC), ALTHOUGH TRADE COORDINATION HAS BEEN • THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED STRUCTURAL PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. • ALL OPENINGS BELOW W0 O*TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS • GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY, CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF THEIR CAPACITY. • THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS. PROJECT SPECIFIC CODES USED: ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2014. THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS), PROJECT PLANS DETAILS & ARCHITECTURAL BACKGROUNDS ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS THAT REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING ITEMS, ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITION LOCATIONS, ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE CORRESPONDING TRADES PLANS FOR FINAL LAYOUTS AND DETAILS, DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED IS UNAVAILABLE, PLEASE CONTACTTHIS OFFICE VAPOR BARRIER SHALL CONSIST OF 6 MIL POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 12INCHES. GRAVITY LOADING (ASCE 740, CHAPTER, TABLE C3"1 & C3-2) SEE GRAVITY LOADING CHART FOR DESIGN LOADS, WIND LOADING ASCE 740 WIND SPEED=170 MPH [ULTIMATE, 3 SECOND GUST) AND 132MPH (ASD) EXPOSURE = D BUILDING TYPE= ENCLOSED, RIGID MRH= 3& STRUCTURE CATEGORY =11 KD=0.65 - EITHER ASO OR LRFD LOAD COMBINATIONS PER ASCE7.10 HAVE BEEN USED FOR DESIGNING THE VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT. INTERNAL PRESSURE COEFFICIENT=+1-0.18 COMPONENTS & CLADDING DESIGN WIND PRESSURES: WALLS: • ZONE 4=+41.55 PSF. A6.39 PSF • ZONE 5=+41.55 PSF,-51,01 PSF A: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. DEFLECTION DESIGN CRITERIA ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL BE DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: • TOTAL LOAD: SPAN 1240 • REINFORCED CONCRETE ELEMENTS: LIVE LOAD+ LONGTERM SPAN / 360 • WALL / MULLIONS: L 1175 • MARBLE AND STONE TILE SUPPORTING FLOORS: LIVE LOAD: SPAN /720 • ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: U240, TOTAL U180 PER FBC TABLE 1604.3 SHALLOW FOUNDATION (SOIL PRESSURE:ASD, FOOTING DESIGN: LRFD) BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,000 PSF- SITE PREPARATION (ANY DE&MUCKING,DE-WATERING, PRE•CONSOLIDATION, COMPACTION, PRESCRIBED TESTING OR ANY OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS REPORT) TO BE PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION: TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE, PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES, WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH AS TO BE LEVEL WITH THE FOOTINGIBASE OF THE ADJACENT RETAINING WALLIPOOL. ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O. THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OR CORRECT ANY SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. THE CONTRACTOR SHALL DE•WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING PROPERTIES AND CAUSE DAMAGE AND DISRUPTION, VIBRATION LEVELS SHALL BE MONITORED DURING OPERATIONS TO GUARANTEE A MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE CONTRACTOR SHALL CONSIDER PERFORMING A CONDITION SURVEY OF ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION OPERATIONS IN CASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIRED, REQUEST COMPACTION INSPECTIONS AS REQUIRED, 5000 PSI CONCRETE THIS SECTION TO BE USED WHEN SPECIFIED UNDER THE "CONCRETE STRENGTH` STRUCTURAL NOTES. CEMENT SHALL BE TYPE I CONFORMING TO ASTM C-150, NOMINAL MAXIMUM COARSE AGGREGATE SIZE TO BE'. THE FOLLOWING SPECIFICATION FOR CONCRETE STRENGTH IS BASED ON ACI 318, TABLE 42.2. A MAXIMUM OF 0.16 (PERCENT BY WEIGTH OF CEMENT) WATER SOLUBLE CHLORIDE ION CONTENT SHALL BE ALLOWED IN THE CONCRETE MIX. TO BE DETERMINED ON THE CONCRETE MIXTURE BY ASTM C1216 AT AGE BETWEEN 28 AND 42 DAYS, PROVIDE TEST RESULTS TO THIS OFFICE. ALL CONCRETE TO BE READY MIX CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI (AND WATER TO CEMENT RATIO OF DA, PLEASE NOTE THIS WIC USUALLY RESULTS IN HIGHER CONCRETE STRENGTHS AND THEREFORE GOVERNS THE CONCRETE STRENGTH REQUIREMENT) CUTTING HOLES IN PRE-ENGINEERED FLOOR SYSTEMS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR AND THE SYSTEM SUPPLIER BEFORE PRODUCTION, CONCRETE MIXSUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURETHE MIX ISTO BE PLACED, PRECAST LINTELS PRECAST LINTELS CAN BE REPLACED BY CAST IN PLACE CONCRETE BEAMS WITH 2#5 TOP AND BOTTOM, FOR EVERY 12" OF DEPTH OVER 24" DEEP BEAM, ADD 2#5 MIDDLE, EVENLY SPACED ALONG THE HEIGHT OF THE BEAM. USE #3 STIRRUPS @ 12" O/C. CONCRETE PLACEMENT AC13472R•10, 4,5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE PLACEMENT. CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS, CONCRETE TIE BEAM OCCASIONALLY, A LOWER CONCRETE HEADER BEAM IS SPECIFIED, THEN CMU BLOCK IS SPECIFIED ON TOP WITH ATIE BEAM AT THE TOP OF THE WALL THIS IS DONE WITH THE INTENT TO ECONOMIZE IN THE FORMING, RESAR AND CONCRETING, HOWEVER, DUE TO THIS REQUIRING SEPARATE CONCRETE POURS, THE CONTRACTOR MAY ELECT TO FULLY FORM THE BEAM BY DOING ONE SINGLE DEEP BEAM, THIS IS ALWAYS ACCEPTABLE AS LONG AS 2#S MID BARS ARE ADDED FOR EVERY 12" OF BLOCK HEIGHT BEING REPLACED, ALSO THE LOW HEADER BEAM SPECIFIED STIRRUP SPACING MUST BE MADE FULL HEIGHT. GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES, COORDINATE MASONRY OPENINGS WITH WINDOW MANUFACTURER & N.OA. FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM, ADD (1) EXTRA#5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRA WIDTH. BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED TYPICAL TIE BEAM OVER WALLS TO BE (PER FBC 212142.32) 8"x12" w/ (2) #Se TOP AND BOTTOM. (4) #3 TIES @ EACH SIDE OF EVERY BEND, CORNER AND TRANSITION. TIE BALANCE @48" O/C. TIE BEAM DROPS DOWN TO TOP OF OPENING -SEE FRAMING PLANS, FOR WIDER THAN 8" TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL BY (1) # 5 PER EXTRA 4" OF WIDTH. "PCL" REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA# 14-0903,03, USE 12" WIDE LINTEL FOR 12" THICK WALLS TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH INTERMEDIATE COLUMN OR WALL SUPPORT BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED- IF NO END TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM, CONCRETE TESTING QUALIFIED TESTING TECHNICIANS SHALL PREPARE SPECIMENS (APPLIES FOR ALL CONCRETE, INCLUDING FIELD AND PREFABRICATING YARD OR ANYWHERE THAT CONCRETE IS PRODUCED THAT WILL BE USED IN THIS PROJECT) REQUIRED FOR CURING UNDER FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR LABORATORY STRENGTH TESTS, ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF BREAKING (2) 5"0 DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLDED AS PER ASTM C31 AND TESTED PER ASTM C39) SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT OF: • ONCE A DAY • ONCE EVERY 150 CUBIC YARDS • ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA 7 DAY, 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING, CONCRETE REINFORCEMENT (ACI 318"11, 315, LRFD) TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY (WITHOUT BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN REINFORCEMENT- OVERLAP TEMPERATURE BARS WHERE NEEDED A MIN OF 24" CONCRETE REINFORCEMENT BARS, STIRRUPS AND TES SHALL BE IN ACCORDANCE WITH ASTM A-015 (GRADE 60), REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO ASTM A•706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE ALLOWED. ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT, FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. WELDED REINFORCEMENT SHALL CONFORM TO AWS D1A OR BE ASTM A706 GRADE 60, ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: ALL BAR SIZES 3" FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL #5 BARS OR SMALLER 10V T ALL OTHER BAR SIZES 2" FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND SLABS, CAST IN PLACE WALLS r BEAMSANDCOLUMNS 1.1Y2" COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS, THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1%AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THE STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURING CONSTRUCTION, ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES,. PENETRATIONS, SLEEVES, ETC- SAID PENETRATIONS, SPECIALLY WHEN THEY CROSS CONCRETE BEAMS AND COLUMNS, MUST BE BLOCKED OUT FROM THE POUR, DISPLACING THE LEAST AMOUNT OF CONCRETE, PRIOR TO THE POUR ANY PENETRATIONS LARGER THAN 6" DIAMETER MUST BE APPROVED BY THIS OFFICE. ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS, ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, ETC, PRIOR TO THE PLACEMENT OF ANY CONCRETE FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE COLUMNS AND CONCRETE BEAMS, REINFORCING BARS THAT HAVE LESS THAN 1.5" COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD COORDINATION WITH PLUMBING, MUST BE FIELD SPRAY GALVANIZED 6" TO EACH SIDE OF EACH PIPE, NO REBAR SHALL HAVE LESS THAN We COVER AGAINST A PIPE, ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO PREVENT DIFFERENTIAL SETTLEMENT THAT COULD CRACK FLOORING OR OTHER FINISHES, UNLESS NOTED OTHERWISE, USE #3 RESAR, SINGLE PIECE, EXTENDING 12• INTO EACH OF BOTH SLABS. SPACED @12" O/C AND 4" FROM EACH SIDE, ANCHORING SPECIFICATIONS CONCRETE SCREWS SHALL BE HILTI KWIK-0ON II (NOA#12-0825,05) EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT OR EQUAL, STAIRS - ONE AND TWO FAMILY RESIDENCES DESIGN LIVE LOAD = 40 PSF HANDRAILS AND GUARDRAILS TO BE DESIGNED ACCORDING TO ASCE 7AO SECTION 4.5.1: ABLE TO RESIST MOST STRINGENT OF LINEAR LOAD OF 50 LBIFT OR 200 LB, APPLIED IN ANY DIRECTION AT THE TOP. INTERMEDIATE PICKETS TO BE ABLE TO RESIST SINGLE POINT LOAD OF 50 LB, INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL LOAD OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WITHOUT RESTRICTION BY DEFLECTION, REACTIONS RESULTING FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN 114403.3.6.1 IN DESIGNING THE MAIN SUPPORTING MEMBERS OF GUARDS, ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURFACE HEIGHTS EXCEEDING 30" SHALL BE PROVIDED WITH SAFEGUARDS NOT LESS THAN 42" IN HEIGHT. SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUNDAINS WHERE THE LOWER LEVEL IS THE WATER SURFACE, SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECT A WINCH (102 MM) DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL FILLERS TO HAVE INDIVIDUAL OPENINGS NOT EXCEEDING S4 SQUARE INCHES (413 CM2) IN AREA WHERE ABALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, THE MAXIMUM CLEARANCE BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE ADJACENT SURFACE SHALL NOT EXCEED 2 INCHES (51 MM). FOR SAFEGUARDS ON STAIRS, THE 2•INCH (51 MM) CLEARANCE SHALL BE MEASURED FROM THE BOTTOM RAIL OF THE BALUSTRADE TO A LINE PASSING THROUGH THE TREAD NOSINOS. LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN ACCREDITED LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY IMPACT LOADING CONDITIONS, AREAS IN ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION MAY BE PROVIDED WITH VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN ATOP RAIL AND THE WALKING SURFACE, F13CR4403.7.7 PERMANENT, FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST A LATERAL LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED WITH LATH AND PLASTER, DEFLECTION AT THIS LOAD SHALL NOT EXCEED L/380, A CONTROL AND CONSTRUCTION JOINT LAYOUT SHALL BE PROPOSED BY THE GENERAL CONTRACTOR FOR REVIEW BY THIS OFFICE. ALL INTERMEDIATE STEEL COLUMNS SHALL BE ISOLATED BY JOINTS AS DEPICTED BY THE INCLUDED DETAIL IN THIS SET OF DRAWINGS- THE WIDTH OR LENGTH OF SLAB PANELS (DEUMITED JOINTS) SHALL BE WITHIN THE RANGE OF 24 TO 36 TIMES THE THICKNESS OF THE CONCRETE SLAB, DRAINAGE ALL EXTERIOR FLAT SURFACES SHALL BE SLOPED TO DRAINS AS SHOWN IN THE ARCHITECTURAL DRAWINGS. ALL ELEVATED ENCLOSED SURFACES SHALL BE PROVIDED WITH SCUPPERS PER ARCHITECTURALS. WOOD (AF&PA NDS 2012, ASD) STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%., COMMON NAILS TO BE USED, U.N.O., (Bd=0.131"0, 1Od=D.148"0, 16d=0.162"0). TIMBERS TO BE SOUTHERN PINE LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS BUILDING PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES, ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR. TO BE PRESSURE TREATED, ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION. NO STAMPED MEMBER SHALL BE USED IF MEMBER HAS BECOME DEFECTIVE ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. WOOD TRUSSES (PRE-ENGINEERED) BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY PANEL POINT, TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE 70 MAINTENANCE WORKERS PER FBC TABLE 1607,1, STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED BETWEEN THEM ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OF RECORD FOR GENERAL COMPLIANCE WITH INITIAL LAYOUT AND DESIGN PARAMETERS, TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS BY THE ENGINEER OF RECORD, TRUSSESTO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES, DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS, DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(POT 80); BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HIB-91), DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW REQUIREMENTS. MATERIAL SHALL NOT BE LESS THAN 10 GYPSUM BOARD OR 3/8" PLYWOOD, FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3000 SOFT, FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 1000 SOFT, FBC 21212.4: GABLE END TRUSSES ARE NOT ALLOWED, ALL GABLE WALLS TO BE BUILT WITH MASONRY GABLE WALLS AND CONCRETE RAKED BEAMS OR WITH BALLOON FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES. ATTIC TRUSSES SHALL BE SHEATHED WITH 3/4" COX PLYWOOD SUB FLOOR, USE BD RING SHANK NAILS @ 6" O/C, THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE APPROVED SHOW DRAWINGS WHICH SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND NUMBER OF PUES, SPAS, TUBS, STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA WEIGHTS ACCOUNTED FOR IN THE TRUSS ENGINEERING- REQUEST THE CUT SHEET FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOADS IN THE CORRECT SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES. MASONRY (TMS402-111ACI 530/ASCE 5 & TMS602, ACI530.1/ASCE 6) THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY, MASONRY UNITS SHALL BE ASTM C•90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 19M PSI ON NET AREA OF INDIVIDUAL UNITS PER FBCR 6DBA, ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. ALL CMU WALL UNDERGROUND SHOULD BE SOLID GROUTED ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C•270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1 BOO PSI AT 28 DAYS, NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT- MORTAR MAY BE RE TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING, GROUT SHALL BE A HIGH SLUMP MIX (8"A1") IN ACCORDANCE WITH ASTM SPECIFICATION 0 476 HAVING AMINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI, PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT(LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS, THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE BEAMS, TIE COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE POUR. UPON INSPECTION APPROVAL, AN ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO THE GENERAL CONTRACTOR AS REQUIRED BY THE AHJ, NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR, IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) FOR REINFORCED UNIT MASONRY, MANDATORY INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC TABLE 4, WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY CONSTRUCTION, SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH OF 1SOOPSi AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPECTOR SHALL VERIFY GROUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, TIE BEAMS AND CONCRETE COLUMNS. ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE RECESSED A MINIMUM OF 3/4" BELOW TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL, ABBREVIATION LEGEND: McJ - MASONRY CONTROL JOINT ADDL -ADDITIONAL MO • MASONRY OPENING AB - ANCHOR BOLT MFR -MANUFACTURER ACI -AMERICAN CONCRETE INSTITUTE MIN - MINIMUM AISI - AMERICAN IRON AND STEEL INSTITUTE MID - MI AISC • AMERICAN INSTITUTE OF STEEL CONSTRUCTION MISC -MISSCCEELL MISCELLANEOUS AL -ALUMINUM NTS -NOT TO SCALE ASD • ALLOWABLE STRESS DESIGN O/C • ON CENTER SPACING SAL - BALANCE, REMAINING OD • OUTSIDE DIAMETER BP • BASE PLATE PT • PRESSURE TREATED WOOD BOT - BOTTOM PSI •1 LB PER SQUARE INCH CANT -CANTILEVERED PSF • 1 LB PER SQUARE FOOT CIP • CAST IN PLACE PLF • 1 LB PER LINEAR FOOT CL -CENTERLINE PL •PLATE CLG •CEIIJNG R,S, -RING SHANK NAIL CLR -CLEAR RC • REINFORCED CONCRETE CONC -CONCRETE REINF • REINFORCEMENT COL *COLUMN SDS - SELF DRILLING SCREW CJ • CONTROL JOINT I CONSTRUCTION JOINT STD •STANDARD CONN, -CONNECTION SLBB• STEEL ANGLES WITH SHORT LEGS BACKTO BACK CMU • CONCRETE MASONRY UNIT SCHED-SCHEDULE IDEA - DEFORMED BAR ANCHOR SJI - STEEL JOIST INSTITUTE DET -DETAIL SDI • STEEL DECK INSTITUTE OL - DEAD LOAD - SW - SHEAR WALL DIA -DIAMETER SW •SHORTWAY DIM -DIMENTION TON • 2000 LB EA •EACH TYP -TYPICAL EE, - EACH END T/ • MEMBERS TOP ELEVATION E.W, -EACH WAY TISTRUCTURE-THETOP ELEVATION OFTHE CONCRETE EWTB • EACH WAY, TOP AND BOTTOM SLAB, BEAM OR PLYWOOD. ARCHITECTURAL FINISHES ARE EF -EACH FACE APPLIED ABOVE THIS ELEVATION, EJ •EXPANSION JOINT TS -TUBE STEEL (HOLLOW STRUCTURAL SECTION) FBC - FLORIDABUILDING CODE TOS -TOP OF SLAB FF - FINISHED STRUCTURAL FLOOR ELEVATION TOB -TOP OF BEAM FIR - FINISHED STRUCTURAL ROOF UNO • UNLESS NOTED OTHERWISE FNDN -FOUNDATION U= - UPLIFT VALUE IN LB FRMNG •FRAMING VERT -VERTICAL ELEVATION VIF - VERIFY IN FIELD FIG -FOOTING VB -VAPOR BARRIER GA -GAUGE W/ -WITH GC - GENERAL CONTRACTOR WWF - WELDED WIRE FABRIC HS -HEADED STUD/NELSON STUD 0 •DIAMETER HC - HOLLOWCORE 1 KIP • 1000 LB HDG - HOT DIPPED GALVANIZED HSS • HOLLOW STRUCTURAL SECTION KLF -1000 PER LINEAR FOOT KO -KNOCK-OUT KSI -1000 LB PER SQUARE INCH LW -LONG WAY LRFD - LOAD AND RESISTANCE FACTOR DESIGN LL -LIVE LOAD LLBB -STEEL ANGLES WITH LONG LEGS BACKTO BACK 3. tVtEia,L f�C1CT TO WALL G.4P WITH �1E3U SCl�EEt+�. -:SEA: GARAGE 12x6 192 cfm BED 3 12x6 12x6 12x6 183 cfm BED 2 7" 0 ----------- I II II II II II II II II II II I COVERING PATIO II II 12 x 12 DRYER VENT 435 cfr O THRU WALL W/ / � BACKDRAFi III PER 12" NDRY i r10X10-- 92---� i I 7„ 10X10 it II 0 FAMILY ROOM I I `8x4 112x6 I I 76 cfm I I I I ■ iii ■ ' n n WmAM n KITCHEN 12x6 168 cfm 0 MASTER BATH ❑ , 0 00 12x6 277 cfm _ II II II II II II I II j MASTER BED II II I I I 12x12 9„ i I 471 cfm I I III II II II II �2x / 187 Tom 4" WIC 8x4 44 cfm O REFRIGERANT LINES UP TO CEILING ACCU-1 0 BATH 1 12 x 6 BA e o ACCU-2 8 x 4 6 OFFICE 156 cfm REFRIGERANT 128 cf LINES UP TO 8 CEILING 14x6 ® r —I 212 cfm 12x6 HALL I 6 " 156 cfm o �i--- --- ----�� DINING ROOM LIVING ROOM 12x6 II II 8x4 46 10x6 46 cfm 142 cfm 14x6 .I WIC2 BED 1 I --- 8 ----- _j I 212cfm MECHANICAL PLAN SCALE: 1!4"=1'-0" AIR CONDITIONING NOTES (1 DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC, O THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION, ALL WORK SHALL BE PERFORMED BY A LICENSED O FIRST CLASS WORKMANLIKE MANNER. THE COMPLETECONTRACTOR STEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE ARCHITECT AND / OR ENGINEER MUST BE CONDITION OF THE CONTRACT. ® CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. O THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. © PRIOR TO INSTALLING EQUIPMENT AND/OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC, AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. �j ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OD THE WORK. ® ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, STATE, AND LOCAL CODES, RULES, AND ORDINANCES. �g ALL DUCTWORK SHALL CONFORM TO SMACNA STANDARDS, ALL DUCTWORK SIZES ARE INSIDE DIMENSIONS, ALL EXTERIOR DUCTWORK SHALL BE GALVANIZED SHEETMETAL, ALL INTERIOR DUCTWORK SHALL BE FIBERGLASS BOARD UNLESS OTHERWISE NOTED AND CONFORM WITH ALL LOCAL CODES. © WA 11 AIR DISTRIBUTION ACCESSORIES SHALL BE AIR GUIDE, ANEMOSTAT, TITUS, OR APPROVED EQUAL. @ ALL SUPPLY A.C. DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. 1g BRANCH TAKEOFFS MUST BE PROPORTIONAL SPLITS SHOWN ON DRAWINGS. ® THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED. 0 CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR IS NOT OPERATING PROPERLY. 16 ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. © CONTRACTOR SHALL TEST AND BALANCE SYSTEM, AND SEND REPORT TO ARCHITECT AND/OR ENGINEER, TEST AND BALANCE CONTRACTOR SHALL BE A MEMBER OF AABC OR NESS, UNLESS OTHERWISE NOTED. ]@B INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST ASHRAE GUIDE, 19 ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE, IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WITHOUT ENGINEER'S CONSENT, THE A.C. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. 21 NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO BID UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT OR ENGINEER AT LEAST 10 DAYS PRIOR TO THE DATE OF BID, SUCH REQUEST SHALL INCLUDE THE NAME OF EQUIPMENT OR MATERIAL FOR WHICH IT IS TO BE SUBSTITUTED. ® MATERIALS A. AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED OF STANDARD DUTY FIBERGLASS BOARD FLAMEPROOF REINFORCED ALUMINUM FACED COVER IN ACCORDANCE WITH S.MAC.NA AS MANUFACTURED BY Owens -Coming. DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING WITH MANUFACTURER'S INSTRUCTIONS. INSTALL AIR VOLUME EXTRACTORS AT EACH DUCT TAP, DUCTWORK IN ATTIC SPACE (UNCONDITIONED AIR SPACE) SHALL BE OF R=6.0 MINIMUM, DUCTWORK BETWEEN CONDITIONED FLOORS AND ABOVE GARAGES SHALL BE OF R=4.1 MINIMUM, B. FLEXIBLE DUCTWORK SHALL BE CLASS I AIR DUCT, U.L. LISTED AS MANUFACTURED BY ATCO FLEXAIRE OR APPROVED EQUAL AND OF R=4.2, INSTALL PER LATEST S.M.A.C.N.A. STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. DUCTWORK SHALL NOT BE COMPRESSED TO OVER 20% OF ITS CROSS SECTIONAL AREA. DUCTWORK IN ATTIC SPACE (UNCONDITIONED AIR SPACE) SHALL BE OF R=6.0 MINIMUM. DUCTWORK BETWEEN CONDITIONED FLOORS AND ABOVE GARAGES SHALL BE OF R=4.2 MINIMUM, C. TOILET EXHAUST DUCTWORK SHALL BE OF SPUN ALUMINUM THERMOFIN DUCT INSTALLED IN ACCORDANCE WITH ASHRAE AND MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, D. ALL AIR DEVICES SHALL BE OF ALUMINUM CONSTRUCTION, TITUS, METALAIRE OR AS APPROVED BY ENGINEER. E. CONDENSATE DRAIN•PIPING SHALL BE INSULATED WITH 314" THICK ARMAFLEX, U.V. PROTECTIVE FINISH REQUIRED, F. FILTER SHALL BE DISPOSABLE TYPE AND HAVE CLEAN PRESSURE DROP OF 0.15" PROVIDE TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR USE AFTER OCCUPANCY. G. REFRIGERANT LINES: COPPER TUBE: COPPER TUBE USED FOR REFRIGERANT PIPING ERECTED ON PREMISES SHALL BE SEAMLESS COPPER TUBE OF TYPE ACR (HARD OR ANNEALED) COMPLYING WITH ASTM B 280. WHERE APPROVED , COPPER TUBE FOR REFRIGERANT PIPING ERECTED ON THE PREMISES SHALL BE SEAMLESS COPPER TUBE OF TYPE K, L OR M (DRAWN AND ANNEALED) IN ACCORDANCE WITH ASTM B 88. MECHANICAL JOINTS SHALL NOT BE USED ON ANNEALED COPPER TUBE SIZES LARGER THAN 718" O.D. SIZE. PIPING AND FITTINGS FOR REFRIGERANT VAPOR (SUCTION) LINES SHALL BE INSULATED WITH INSULATION HAVING ATHERMAL RESISTIVITY OF NOT LESS R4 AND HAVING EXTERNAL SURFACE PERMEANCE NOT EXCEEDING 0,05 PERM [2,87 NG/(S M PA)] WHEN TESTED IN ACCORDANCE WITH ASTM E96. ATTACH TO TOP CORD OF JOIST WITH 5/16 NUTS,SOLT, FENDER WASHERS 1 1 /Z STRAP STRAP ALL DUCTWORK SHALL BE INSTALLED AS PER FBCR-M1601.4.3. DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROUND FLEX DUCT HANGING DETAIL NTS NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP THIS DIMENSION IN INCHES MUST BE 2. PITCH DRAIN FOR PROPER RUNOFF, EQUAL TO THE MAXIMUM FAN SUCTION 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM (NEGATIVE) STATIC PRESSURE IN INCHES INITIAL DRAIN SEAL. WO (WITH DIRTY FILTERS, COILS, AND 4, SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND MAXIMUM AIR FLOW) + 1" W.G. CONDENSATE OVERFLOW. (b)THIS DIMENSION IN INCHES MUST BE THIS STANDARD DETAIL MUST EQUAL TO MIN, 1/2 OF THE (a) ABOVE BE REVIEWED AND SITE ADAPTED BY CONTRACTOR (c) EQUALS (a) + (b) + PIPE DIA. + PRIOR TO USE FOR FINAL + INSULATION EQUIPMENT. (d)TRAP SEAL SHALL BE 2' MIN.; ON UNITS LARGER THAN 3 TONS SHALL BE 3' MIN. PER F.B.C.4606.7 WHERE APPLICABLE A/C UNff (e)TRAP SEAL SHALL BE T MIN, TO 4" MAX. —n, renini m PER S.8.C.C.I.A 002A WHERE APPLICASLE PR_C `H DRAIN PIPE TO MATCH DRAIN CUTLET SIZE. — (c) DRAW THROUGH UNIT CONDENSATE TRAP EXTERIOR WALL CONTRACTOR TO SUBMIT ALL REQUIRED N.O.A. SHOP DRAWINGS PRIOR TO INSTALLATION EXHAUST WALL CAP DETAIL Ai jAmrw TO TRUSSES WITH 1/4"0 x 2 WOOD SCREWS OR SIMILAR HEN 114"0 EXPANSION BOLTS WITH V EMBEDMENT (TYPICAL OF 4.) WALL CAP 114" MESH ALUMINUM BIRD SCREEN SHEET METAL EXHAUST DUCT (SEE DWGS FOR SIZE) FLEXIBLE DUCT CONNECTION TYPICAL CEILING CABINET EXHAUST FAN WITH BACKDRAFT DAMPER, LOW NOISE LEVEL AND NO VIBRATION. FRONT FACE GRILLE WITH FASTENING SCREENS NTS ALL DUCTWORK SHALL BE INSTALLED AS PER FBCR-M1601.4.3. DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, THERMAFLEX MK•E OR FLEXMASTER BM INSULATED FLEX DUCT U.L. LISTED NOTE: 1, FLEXIBLE DUCT SHALL BE ONE PIECE & SHALL NOT BE SPLICED TOGETHER 2: MAX. SAG. 1/2" PER FOOT BETWEEN SUPPORT POINTS AND &wO" MAX. OF SUPPORT SPACING, AS PER SECTION 13410 OF FBC 2007, [SI CEILING TAP-0UT EITHER SIDE OR BOTTOM OF DUCT. TOP "TAP -OUT' IS NOT ACCEPTABLE DUCT BELL MOUTH OR 45" THROAT TAP WITH SQUARE TO ROUND TRANSITION SECURING STRAP PANDUIT (OR EQUAL) SHEET METAL SCREW (TYPICAL) NOTE: FOLLOW MFR'S INSTRUCTIONS FOR INSTALLATION OF SUPPLY DIFFUSER IN CEILING TYPICAL CEILING DIFFUSER WITH FLEXIBLE DUCT CONNECTION FLEXIBLE — CONNECTION CONDENSATE FLOAT SWITCH WALL — (SEE ARCH, DRAWING.) •e: FLEXIBLE — CONNECTION CONDENSATE FLOAT SWITCH WALL — (SEE ARCH. DRAWING.) FLOOR E]A R/A PLENUM BOX TO FLOOR BELOW AHU R/A PLENUM BOX DUCT DUCT TO FLOOR BELOW CEILING �-- WALL (SEE ARCH. DRAWINGS.) AIR HANDLING UNIT BUILToIN DISCONNECT (SEE ELECT. DRAWINGS.) REFRIGERANT LINES PERFORATED CAP 12"MIN. ABOVE BOTTOM OF DRAIN PAN CONDENSATE DRAIN W/TRAP AND CLEAWOUT (SEE PLUMBING DRAWINGS.) NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS /FBCR41601.4.3. DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. BUILDING STRUCTURE STRAPHANGER NOTES: �1 NO POP RIVETS ALLOWED, USE SELF -TAPPING SHEETMETAL SCREWS ONLY, NTS HVAC DUCT DETAILS NOTES: 1- AHU SHALL HAVE A CONDENSATE FLOAT SWITCH, TO CONTROL OVERFLOW THAT WILL AUTOMATICALLY SHUT DOWN THE AC SYSTEM THE DEVICE SHALL BE ATTACHED TO THE SECONDARY DRAIN OUTLET ON THE AHU, BECKETT. MODEL # 4NFW97 2- PROVIDE 4" MINIMUM CLEARANCE AROUND AHU, 3- SUPPLY AND RETURN DUCTS TO BE INSULATED. WALL (SEE ARCH. DRAWINGS.) AIR HANDLING UNIT BUILT-IN DISCONNECT (SEE ELECT. DRAWINGS.) REFRIGERANT LINES PERFORATED CAP 17MIN. ABOVE BOTTOM OF DRAIN PAN CONDENSATE DRAIN W/TRAP AND CLEAN•OUT (SEE PLUMBING DRAWINGS.) NOTES: A/C CU TO BE LOCATED ON 4" THICK PAD ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH MUNICIPALITY OFFICIAL, • — II I 14 ii1 III I II CIFal 1�� FAI DISCONNECT OR CIRCUIT BREAKER LOCATION: BY ELECTRICAL CONTRACTOR, CONTROL WIRING: APPROVED FOR OUTDOOR USE, WITH NYLON "WIRE -TIES" /0� REFRIGERANT PIPING: SERVICE VALVES: EXTERNAL . TO UNIT 1/4" CONCRETE WEDGE VIBRATION ISOLATION PADS: 3/8" ANCHOR INTO EQUIPMENT SUPPORT PAD: THICK, RIBBED, NEOPRENE EQUIPMENT PAD BY GENERAL CONTRACTOR DETAIL COMPLIES WITH FBC MECHANICAL 2014 301 A FLOOR MOUNTED CONDENSING UNIT MOUNTING DETAIL BEN REVISIONS: REV. REV. IS i�- W U z w W A_ vJ E h � u z O 0fxA Tz`�'a� .7 w O E�4 S'�I 1��FF�ox1�A NTS r� 5R1999P DATE 01/16/2020 DRAWN RS PROJECT No. 19—B031 SCALE MECHANICAL DETAILS CEILING EXHAUST FAN ATTACHMENT NTS I AIR HANDLING UNIT INSTALLATION DETAILS NTS I . ELECTRICAL INSTALLATION DE51GN IS IN COMPLIANCE AS SET FORTH BY THE STATE OF FLORIDA MODEL ENERGY EFFICIENCY CODES. 2. SMOKE DETECTORS SHALL BE HARD WIRED (I 10 VOLT) TO A NON-5WITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIZE OF A GROUND INTERRUPTERS, 5/D SHALL BE INTER CONNECTED BATTERY BACKUP. 3. VERIFY WITH OWNER EXACT LOCATION OF ELECTRICAL OUTLETS AND LIGHTS PRIOR TO EXECUTION OF ROUGH -IN WORK. SMOKE DETECTORS: HARDWIRED SMOKE ALARMS SHALL BE REQUIRED OUTSIDE OF ALL SLEEPING AREAS IN THE IMMEDIATE VICINITY OF THE BEDROOM. BATTERY BACK-UP SMOKE DETECTORS ARE REQUIRED INSIDE EACH SLEEPING ROOMS, NFPA 101 2012ed CH 31 SEC 3 1 .3.4.5 GARAGE i I WIC3 WP/GFI I 1 COVERING PATIO YI WASHER (('�13YER m BATH 1 3 II SD II A OOM II I I II II II II IL- COUNTERTOP 0 C VJP/GFI ACCU-1 o'P P Q 3 I O ACCU-2 ce OFFICE e 1 `'�I I LIVING ROOM I i 3 I I i ELECTRICAL PLAN N SCALE: 1 0" EI.ECTRICAI. NOTES 1. PER THE NEC SECTION 210.12(Bj: ALL 120V, SINGLE PHASE,15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED INDWELLING UNIT FAMILY ROAMS, DINING ROOMS, LNING ROOMS, PARLORS, LIBRARIES, DENS, BEDROQMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS, SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMPNATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ALL 120V, SINGLE PHASE,15-AND 20-AMPERE RECEPTACLES IN AREAS SPECIFIED ABOVE SHALL BE TAMPER RESISTANT. 2 ALL SMOKEICARBON MONOXIDE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND, SMOKE/CARBON MONOXIDE DETECTORS TO BE LOCATED MIN TmW FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3. ALL LIGHTING FIXTURES AND FANS TO BE SELECTED BY OWNER /ARCHITECT, UNLESS OTHERWISE NOTED. 4. ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5. ALL DIMMER SWITCHES TO BE LUTRON SLIDEBAR WITH PRESET 1 KW MINIMUM. 6. FOR FLOOR RECEPTACLES, PROVIDE A BRASS COVER PLATE AND FLUSH WITH FLOOR, VERIFY EXACT LOCATION WITH GC/OWNER, PROVIDE 1/2"C UNDERSLAB FROM WALL, 7. ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. ALL BRANCH CIRCUITS LISTED IN PANEL SCHEDULED WITH A CONDUIT SIZE INDICATED IS TO BE RUN IN CONDUIT. IF CONDUIT IS NOT UTILIZED, CONTRACTOR SHALL ENSURE SIZING OF ROMEX IS PER NEC ARTICLE 334. 8. BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. 9. PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND ".I" BOXES. 10. ELEVATOR SHALL MEET NEC 620 22-23; VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS PRIOR TO CONSTRUCTION. 11. IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT SWITCH SENSOR, LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PIT. 12. VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL AHU'sAND CU's WITH MECHANICAL CONTRACTOR PRIORTO BID AND CONSTRUCTION. 13. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET AT ATTIC ACCESS, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 308.3.1. 14, VERIFY EXACT LOCATIONS OF ALL KITCHEN EQUIPMENT WITH OWNER/ARCHITECT PRIOR TO CONSTRUCTION. - VERIFY ALL ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MFG SPECS PRIOR TO CONSTRUCTION, 15. LIGHTING IN CLOTHES CLOSETS MUST COMPLY WITH N.E.C. 410.16/A/B/C, 1s. NOT USED. 17. AV POWER BY OTHERS, ELECTRICAL CONTRACTOR TO OBTAIN ALL LOADS PRIOR TO INSTALLATION. 18. dRAPERYMINDOW SHADE POWER LOCATED BY HOMEOWNERS, VERIFY MOUNTING & ELECTRICAL REQUIREMENTS WITH MFG SPECS. 19. VERIFY MOUNTING HEIGHT AND LOCATION OF TV OUTLET AND RECEPTACLE WITH OWNER/INTERIOR DESIGNER PRIOR TO CONSTRUCTION. THE RECEPTACLE SHALL NOT BE LOCATED HIGHER THAN V4' A.F.F., OTHERWISEAN ADDITIONAL RECEPTACLE MAY BE REQUIRED AT A MAXIMUM HEIGHT OF 5'-8" A.F.F, TO COMPLY WITH NEC SECTION 210.52, ELECTRICAL CONTRACTOR TO PROVIDE DIRECTORIES TO PANEL PRIOR TO FINAL INSPECTION TYPICAL OF ALL PANELS (� c EL VOLTAGE: 120/240 10 3W BUS: 200 AMPS MOUNTING: FLUSH MAINS: MLO AIC. 22,000 A.LC. POLES: 40 CKT No POLE CB TRIP KW LOAD DESCRIPTION WIRE COND. SIZE NOTES CKf No POLE CB TRIP KW LOAD DESCRIPTION WIRE COND. SIZE NOTES 1 1 TQL 15 9.3 BEDRM-1 LIGHTS & RECEPTACLES 2#14 THHN 1 2 1 TQL 20 1,5 SMALLAPPUANCE 2#12 THHN 1 3 1 TOL is t.) FOYER LTS/RECEPTS - GARAGE ITS 2#14 THHN 1 4$2ML 20 1.5 SMALLAPPLIANCE 2#12 THHN i 5 1 TOL 20 (.} GARAGE RECEPTACLES 2#12 THHN 1 6TOL 20 0.8 DISHWASHER 2#12 THHN 2 7 1 TOL 20 0,5 G GE DOOR OPENER 2#12 THHN 1 2 8TOL 20 1.2 DISPOSAL 2#12 THHN 1 2 q 1 TQL 20 (.) BATH-1 LIGHTS & RECEPTACLES 2#12 THHN 1 10 20 1.1 REFRIGERATOR 2#12 THHN 1 4 11 1 TOL 15 (.) HALLWAY LIGHT & RECEPTACLES 2#14 THHN 1 14 40 TO OVEN/ MICRO (VERIFY) 3#8THHN1 TOL 20 0.2 GAS TANKLESS CONTROLS 2#12 THHN 1 14 1 TQL 20 1.5 WASHING MACHINE 2#12THHN 16 15 (.) BEDROOM-2 LIGHTS & RECEPTACLES 2#14 THHN ICD 79 2 TOL 30 5.0 DRYER 3#10THHN (') M•BEDROOM LIGHTS &RECEPTACLES 4#14 THHN 7 20 1 TQL t5 (.} M-BEDROOM LIGHTS a RECEPTACLES 2#14 THHN 1 41 1 TOL 20 (.) BEDROOM•3 LIGHTS & REC. 2#14 THHN 1 22 1 TQL 20 t.) M-BATH LIGHTS & RECEPTACLES 2#12 THHN 1 43 1 TQL 20 (,) BATH-3 LIGHTS & RECEPTACLES 2#12 THHN i 24 1 TQL 20 (.) BATH•2 LIGHTS & RECEPTACLES 2#12 THHN 1 25 1 TOL 15 (.) GRAND RM LTS & RECEPTS KITCHEN LTS 2#14 THHN 1 26 1 TQL 20 0.8 FRONT LIGHT � .. � .. � _. -' 2#12 THHN 1 27 29 4 TOL 50 10.0 RANGE 3#6 THWN 1 #8 GR. 28 1 TQL 20 1.2 :PATIO LIGHT AND RECEPTACLES 2#12 THHN VERIFY 30 1 TOL 20 0.4 RANGE FAN 2#12 THHN 31 1 TOL 20 0.2 DRYER BOOSTER FAN 2#12 THHN 32 33 34 37 3#12 THHN 36 39 41 3#10 THHN 40 42 IOAD CALCULATION 10 ARC- FAULT INTERRUPTER APPROXIMATELY. 2,959 SO. FT, X 3 WATTS = 8,877 WATTS WIGH BREAKER PER RESISTANCE {SEE NEC 2011 406A 11 FOR TAMPER RESISTANT RECEPTACLE REQUIREMENTS). LOAD CALCULATIONS FIRST 10.0 KW @ 100% 10.0 KW AC HEAT (15.0 KW) @ 65%- l 1.0 KW AC BLOWER @ 100% 2.1 KW NEXT 27.2 KW @ 40% 10.8 KW 33.9 KW = 141.2 AMPS NOTES: 1.) ELECTRICAL SYSTEM SHALL BE COMPLETED, AND EFFECTIVELY GROUNDED, AS REQUIRED BY THE N.E.C. AND 2014 F,B.C. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER COMPANY 3.j ALL ELECTRICAL EQUIPMENT SHALL BE LABELED TO INDICATED POTENTIAL ELECTRIC ARC -FLASH HAZARDSTAS PER NEC 110.16 0 4.j ALL ELECTRICAL EXTERIOR EQUIPMENT SHALL BE NEMA 3R RATED 5.) SERIES COMBINATION SYSTEM OR A TESTED SERIES COMBINATION SYSTEM. NEC -110 (A C} ALL EQUIPMENT WILL MEET FAULT CURRENT RATINGS PER NEC -110.9 . CALCULATED FROM FP&L TRANSFORMERS PROJECTIONS j 6.j NO ELECTRICAL EQUIPMENT OR ELECTRICAL { OUTLETS SHALL BE LOCATED BELOW DESIGN FLOOD ELEVATIONS (BASE FLOOD E ,EV. + 1 FOOT) PER CITY OF FT. LAUDERDALE ORDINANCE ARTICLE 11 SEC. 1410 AND 14A 7 (4 l FPL MANHOLE- 120/24D-10J,9W VEflIFY LOCATION fil COORDINATE ALL WORK WITH FPL ALL ELECTRICAL EQUIPMENT SHALL BE RATED @ 22,000 AIC, UNLESS NOTED, ALL ELECTRICAL EQUIPMENT 3'-0` ABDVE MSL ALL SERVICE DISCONNECTS SHALL BE LABELED. ti-(3)3/OTHWN CEILING- - MB 2-� G OUN ING TERMINAL t I201240V I tfd%3W TYPICAL PANEL 20D A. MLO 120/240V/10/3W I 1 #4 GR. I 3/4" C. I I 3/4"CIN I I (Cu) PIPE FLOIDR BUILDING FOOTER STEEL 10'-t3" x 5/8" i GROUND ROD 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SOIL, WASTE, VENT, DOMESTIC WATER HEATERS PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE MECHANICAL DRAWINGS. 2. LLLOAOEARLED I���ACCORDANCE RJGJID�WAWORK AND CDSUSANORDNCFS FAURSIC[ION 3. A FIRST CLASS WORKMAN LACE MANNER AND MAKE THE COMPLETED SYSTEM FULLY OPERATIVE, 4. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION, 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLLC LIABILTTY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTION, TESTS AND FURNISH AND INSTALL WATER METER. 7. ALL EXCAVATION AND COMPACTED BACKFILL REQUIRED FOR THE PLUMBING INSTALLATION SHALL BE DONE BY THE SUB -CONTRACTOR. 8. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' AND UNION LABELS WHERE REQUIRED, 9. ALL UNDERGROUND SOIL AND WASTE PIPING SHALL BE SCHEDULE 90 PVC, OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHT CAST IRON FITTINGS. ALL JOINTS BELOW SLAB TO BE MADE WITH APPROVED CONNECTION DEVICE. 10, SOIL, WASTE AND VENT PIPE ABOVE SLAB TO BE SAME AS SPECIFIED FOR BELOW SLAB EXCEPT THAT THE CONTRACTOR MAY AT HIS OPTION USE NO -HUB PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL AUTHORITIES. 11. ALL WATER PIPE TO BE TYPE "L" HARD COPPER TOGETHER WITH WROUGHT COPPER SOLDER FITTINGS, OR POLYBUTYL. I2, VALVES SHALL BE SOLDER TYPE RISING STEM 135t! AS MANUFACTURED BY NIBCO, ALL FIXTURES TO HAVE ACCEPTABLE VALVES, PROVIDE AIR CHAMBERS AT EACH FIXTURE GROUP, 13. ALL PIPING SHALL BE SUPPORTED IN APPROVED MANNER FROM BUILDING STRUCTURE. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER PIPING IS CONNECTED TO STEEL, ETC. ALL WATER SERVICE PIPING FROM METER TO BUILDING SHALL BE OF THE SAME MATERIAL. 15. HOSE BIBBS SHALL BE FURNISHED WITH WATTS kSA VACUUM BREAKERS. 16. FURNISH AND INSTALL CONDENSATE DRAW PIPING TO DISCHARGE AT GRADE. 1�. FURNISH AND WSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A LOCATION TO PROVIDE READY, VISUAL FLOW TNDICATTON. 18. PER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A MINIMUM OF 12" OF EARTH COVER, 1" AMAFLEX (HOT WATER ONLY) AND SLEEVED 12" BELOW SLAB TO 12" ABOVE SLAB, 19. PLUMBING FIXTURES, TRIM, ACCESSORIES AND COLORS SHALL BE AS SELECTED BY OWNER, U.N.O. 20. SHOWER HEAD WATER FLOW MUST BE RESTRICTED TO NO MORE pT�HgATN3 GALLONS PER MINUTE. 21. TESP .4LL SOIL, WASTE AND VENT PIPING WITH 20' HEAD OF WATER. IF WATER LEVEL REMAINS UNCHANGED FOP A 2 HOUR PERIOD WITH SOURCES DISCONNECTED, THE SYSTEM SHALL BE CONSIDERED TIGHT. 22. TEST ALL WATER PIPING UNDER A 150# HYDROSTATIC TEST FOR A MINIMUM PERIOD OF 2 HOURS, 23. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LFSS THAN ONE YEAR FROM DATE OF ACCEPTANCE. CORRECTIONS OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE. 24. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF/HERSELF WITH ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT AND/OR ENGINEER OF ANY CHANGES REQUIRED DUE TO SUCH CONDITIONS, BEFORE PROCEEDING WTTH THE WORK. 25. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK REQUIRED AND REPAIR ALL FLOORS, WALLS, ETC DAMAGED BY CUTTINGS. TO FINISH DONE ND QUALIITY OF MATERIALS AND CONFORM ORKMA SHIPP UNDER�PECI APPROPRIATE SECTIONS OF THE BUILDING, 26. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION. PLUMBING PLAN )ENSATE LINE LATE SENECK )ENSATE LINE LATE SENECK PLUMBING NOTES A. GENERAL: 1. ALL WORKfVANSHIP AND MAT'ERtALS SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDI170N OF THE 2014 FBCP AND ALL APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. WORK UNDER THIS SECTION INCLUDES FURNISHENG ALL LABOR, EQUIF'MEtJi', MATERIALS, SUPPLIES AND COMPONENTS AS PERFORMING ALL OPERATIONS AS NECESSARY FOR THE INSTALLATION OF THE COMPLETE PLUMBFNG SYSTEM. 3. INSTALL ALL EQUIPMENT AND MATf-_RIALS IN ACCORDANCE WITH MANUFACTURER'S REOOMMENDATtDNS. 4. SUBMIT MAPUFACTURER'S DATA APJD SHOP DRAWINGS ON ALL EQUIPMENT FOR REVIEW BEFORE INST.4lLATION. 5. AlL WORK SHALL BE PERFORMED EIY A LICENSED PLUMBING C4NTRA� TOR IN A FIRST GLASS WORKMANLIKE MANNER. 6. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. 7. -HE CONTRACTOR PERFORMING THE WORK SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES AND FIELD CONDITIONS. 8. PLUMBER SHALL NOT DEVIATE FROM THE SANITARY CONNECTION FORMAT WITHOUT ENGINEER'S fIPPROVAL. 9. THE OONTW>,CTOR PERFORMING THE WORK, PRIOR TO SUBMITTING HIS BID PRICE, SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WTTFi ALL FIELD CONDITIONS AND SHALL OBTAIN A'ffi4. REQUIRED INFC)Rt�AAT14N NECESSARY T4 40MPL� THE JOE3. ANY t�ISGREPAN4IES BETWEEN WHAT IS SHOV✓N ON THE DRAWINGS AND ACTUAL WORK REQUFRED TO COMPLETE THE J08 SHALL BC- TAKEN INTO ACCOUNT IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE AND PAY FOR ALL PERMITS, FEES, TARES, TESTING, INSUF3ANCE, SCAFFOLDING AND OTHER ITEMS NECESSARY TO PROVIDE A COMPLETE AND OODE ACCEFTTABLE OPERATION SYSTEM. 11. ALL WORK SHALL BE INSTALLED IN A NEAT AND ORDERLY MANNER 4L'ITH CAREFUL CONSIDERATION GNEN TO SUPPORTING AND PFT�HING OF PIPING. 12. ALL FIXTURES AND MA. ERIALS MUST BE NEW. ALL PLUMElNG FIXTURLS SHALL MEET' STATE AND LOCAL CODES. 13. THE PLUMBING PLANS ARE DIAGRAMMATIC AND DO NOT SHOW EVERY ITEM REQUIRED. DO NOT SCALE FOR EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 14. FULLY COORDINATE ALL MOUNTINa HEIGHTS. LOCATIONS AND REQUIREMENTS 4VTM ALL PROJECT PLANS AND TRADES BEFORE INSTALLPTIONS. 15. NOTIFY THE ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BETWEEN THE PROJECT oCCUMENTS AND THE ACTUAL CONDTTtONS PRIOR CONTINUING CCNSTRUCTION, 16. VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTLITIES PRI013 TO BEGINNING CONSTRUCTION. PROVIDE ACOURATE LAYOUT, GRADES AND ELEVRTtONS. SET SLEEVES AND OPENINGS iN AMPLE TIME. PROTECTALL WORKAND EQUIPMENT FROM DAMAGE, 17. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 18. DO NOT COMPROMISE THE INTEGRITY OF ARCHITF..CTURAL FEATURES AND STRUCTURAL ELEMENTS WHEN INSTALLING PIPES .AND FIXTUF�S, 19. ALL FIRE AA?ED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN P1F'E & WALI/FLOOR SLEEVES WITH U,L, APPR'DVED FIRFaSMOKENVATrR SEALANT . 20.. ALL F-lRE MAINS, HOT &COLD WATER PIPES, HOT WATER RETURN PiPIWG, STORM DRAIN OONDENSATE AND GAS PIPING SHALL HAVE IDENTIFICATION &FLOW DIRECTIONS BANDS. 21. CONTRACTOR SHALL KEEP A SET OF AS-BUILTS DRAWINGS ON THE JOB SITE AT ALL TIMES AND DELIVER A SET OF UP 7O DATE AS-BUILTS TO THE ENGINEER $� OWWER AT THE COMPETTi10N OF THE PROJECT. 3" V.T.R.J 22. ALL F?CPOSED INTF_FiIOR PIPING, FAUCETS, CLEAN -OUT COVERS, ETC. tiHALL BE CHROME PLATED UNLESS OTHERWISE NOTED (U.O.N.}. B. R41NWAi"ETi SANITARY WASTE STORM DRAIN AND VENT PIPING: 1. SHALL BE CAST IRON NO -HUB ABOVE GROUND AND SCHEDULE 80 PVC BELOW GRADE, (l1NDER GARAGE SLAB AND UNDER SECOND FLOOR SHALL BE STAINLESS STEEL) EUIIDINGS WITH MORE THAN 10 FLOORS SMALL HAVE EXTRA HEAVY DUTY COUPLINGS ON � � 2" LOOP FOOF DRAINAGE SYSTEPA AT THE LOWER 2 FLOORS. 2. ALL SANITARY HORIZONTAL PIPING SHALL BE SLOPED 114"PER LINEAL FOOT FOR 2` LESS AND 1lt3° PER LINEAL FOOT FOIE DIAMETERS OF 3" &OVER. 3. EXTENSION OF VENT PIPES THROUGH THE R00= SHALL BE TERMINATED AT LEAST 12' ABOVE TT. 4. A CONNECT ON BF= TWEEN A VENT PIPE AND A VENT STACK SHALL BE AT LFJiST 6" ABOVE THE FLOOD RIM OF THE HIGHEST FLKTLJRE SERVED BY THE VENT. 5. ALL VENT AtJD VENT BRANCH PIPE SHALL BE 50 GRADED AND CONNECTED AS TC DRAIN DRY. 6. THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE WATER TIGHT BY PROPER FLASHING. 7. ALL SINKS AND LAVATORIES WTTI-I EXPOSED DRAIN PIPES SHALL BE CFROME PLATED COOPER TUEE. ALL BRANCH WASTE PIPING IN V✓ALLS TO BE RLAIN COPPER TUBE. G. DOMES"I'IC WATER PIPING: 1. tJ0 WATER LINES SHALL RUN INSIDE CONCRETE SLABS. 2. WATER PIPENG SHALL BE TYPE'L' COPPER FOR 2" &UNDER AND TYPE'k' COPPER FOR 2-i✓2" &ABOVE. ALL UNDERGROUND PIPING SHALL BE TYPE `K' IN POLYETHYLENE SLEEVE. JOIhJTS WITH 95/5 SOLDER, INSTALLED PER MANUFACTURER'S RECOMMENDATIONSi. COPPER TYPE'M' OR CPVC FLOWGUARD GOLD PIPE WILL BE ALLOWED FOR WATER C9STRIBUTION INSIDE APARTMENT A�"ER APARTMENT SHUT-C7FF VALVE AND PRV. 3. INSTALL GAPPED WATER HAMMER ARRESTOR AND MECHPNFCAL SHOCK ABSORBERS NOT LESS THAN 3l4" AND 18° HIGH WHERE SHQWN ON WATER RISER FEND AT ALL'J'lASHING MACHINES, BATH TUBS AND SHOWERS IN ALL RESIDENTIAL UNITS; WITHIN 12' ON THE SUPPLY SIDE OF THE VAL4'E WHERE TUB SHOWER HEAD OR FILLSPOUT EXCEEDS &FEET FROtv9 THE VALVI=� AND AT EACH GROUP OF FIXTURES IN COMMERCIAL BUILDIIJGS. 4. PROVIDE DIELECTRIC ISOLATION BETWEEN COfJTACT OF DISSIMILAR METALS INCLUDING EQUIPMENT CONNECTIONS. 5. C.P. ESCUTCHEON PLATES REQUIRED ON ALL. WALL PENETRATIONS. 6. EACH FIXTURE AND PIECE OF EQUIPMENT SHALL PROVIDED WITH SHUT 01'F VALVES FOR BOTH HOT AtdD COLD WATER. 7. ALL CONTROL VALVES SHALL BE TNGG?=D AND MARKED. A REPRODUCIBLE DIAGRAM LOC,4TIF�G ALL VALVES SHALL BE PROVIDED FOR OWNER/OPEFRATOR. 8. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALL:3 h9U5T MAINTAIN THE SAtJIE RATING &MUST MATCH THE FIMSH OFTHE WALL IN WHICH IT IS INSTALLED. COORD NRTE LOCATION OF ACCESS PANES Wii'ti ARCHITECT PRIOR TO INSTALLATION. 9. INSTALL AN APPROVED WATER PRESSURE REGULATOR WITH STRAINEI� WHERE WATER PRESSURE V✓ITHN A BUILDING EXCEEDS 80 PSI STATIC. D. CONDENSATE PIPING: 1. AIC CONDENSATE PIPES AND FTTTI�GS SHALL 8E COPPERTYPE'DFiAIN WASTE AND VENT (DWV) ABOVE GRADE AND PVC SCHEDULE 40 BELOW GRADE. E. H,4NGERS AND SUPPORTS: 1. PROVIDE ADJUSTABLE HANGERS, INSERTS AND SUPPLEMENTARY STEI�L AS REQUIRED FOR PROPER SUPPORT OF PIPE LINE$. 2. ALL HANGERS FOR COPPER PIPE$ TO I3E COPPER PLATED. 3. PROVIDE ISCyLATOR PADS ON ALL WATER PIPINNG HANGERS. 4, UNDERGROUND AND FIRST FLOOR PIPING HANGERS TO BE STAINLESS STEEL. F. CLEANOUTS: i. CLEANOUTS SHALL BE PROVIDED AND INSTALLED AT POINTS INDICATED BY'C.O: AND 'RC.O.' ON DRAWINGS AND AS PER t.ATEST EDITION OF THI< FBC-PLUM8ING SECIICN �08. 2. PROVIDE ACCESS PANEL TO ANY NON-ACCESIBLE CLEANOUT AS NECESSARY. G, INSULATION: 1. CONDENSATE RUNS ABOVE GROUND N1UST BE INSULATED WITH 314° FIBERGLASS INSULATItDN V✓ITH SERVICE JACKET INSTALLED P=R MANUF. RECOMMENDATIONS 03 1 /2" ARMAFLEX. 2. ALL EXPOSED HANDICAP LAVATORES DRAIN PIPENG AND HOT & COLD'✓VATER STOPS AND SUPPLIES SHALL 8E INSULATED AS I>ER ADA RECJUIREMENiTS WITH A UPC APPROVED SOFT COVER. NOTE: WATER-HAMER ARRESTOR ARE REQUIRED FOR ALL QUICK CLOSING VALUES. FBC P.604.9 �1 •.t �. '.v 'ar :. 1 1 MI 1' �`7'i � � � NTS � i 7! � �11