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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-9ELECTRICAL NOTES GENERAL: FIXTURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. LOCATE THE METER & PANELS AS REQUIRED, 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED, 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. OUTLETS: 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT MANUFACTURER RECOMMENDATIONS. PER 2014 NEC 210.52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE GFCI BREAKERS FOR ALL GARAGE DOOR OPENER RECEPTACLES. ! CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL ! 5) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL PROVIDE OPTIONAL PRE -WIRED HIGH SPEED DATA OUTLETS AS SHOWN ON POOUSPA EQIUPMENT. PLANS. (IF APPLICABLE) 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 6) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE 111" CONDUIT UNDER SLAB FROM WALL. ARC FAULT CIRCUIT PROTECTED PER 2014 NEC 210.12(B). 7) ALL GFCI DEVICES MUST BE READILY ACCESSIBLE PER 2014 NEC 210.8. 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER SHALL HAVE THWN INSULATION, SMOKE DETECTORS: 14 ALL ELECTRICAL ENTRANCE EQUIPMENT TO HAVE MIN, A.LC, A ELE 2, CAL SERVICE E Q 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL RATING OF 22,000 AMPS & BE NEMA-3R RATED. SIMULTANEOUSLY W/ TEMPORAL SOUND. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75" CONTINUOUS DUTY. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BS COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. RECEPTACLE, SWITCH & LIGHT IN ATTIC WPGFCI - PER 2017 FBC-ENERGY CONSERVATION, 6TH EDITION R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. EXCEPTION: LOW VOLTAGE LIGHTING FLOOD/ SECURITY LIGHT ON SENSOR AFCI r\AFCI MAST,IM R BEDROOM OM x 181.011 ; 1 ; i +60" A.F.F., - �` VERIFY I � � Al i LI4HT AFC! FA\ , 4� ; ` 1 j \ i i AFCI 1i AF CI i i i i E 1 AFCI ------ COV ID OUTDOOR ENTERTAINING I"ERTAINING ,I o" 28,0„ 40 /i 11 � --1'r" \ \ 0 12 0" dPGFCI I �\ FLOOD/ SECURITY LIGHT ON SENSOR i / ' U`_'IY � - ,_ _,\9 '�,.GFCIQ GFCI I 1 II ,fa'E�,T © G I I I ' ROOM FLOOR OUTLET +60"II � ;,• ,1 (VERIFY EXACT II II P GFCIir-to I )rA.F.FL, Fdw VERIFY, 'P HT 1 1 LOCATION wl OWNER) I I P !! ! 1 e1 "/. 0�' FOR COOKTOP �j G I /1 I I W.1.01 �- P.11,. Eql t> w ® TO, E WITCH @2n LEVELV O a T) SWIC4TCFt S-- - /---- xl Y .?nd LEVEL MWtI GFCI j3ATH 1 \ GFcI _3 KP - 14'.Ij. .11 tU i � � I ! / v -� F ! VPO GFCI -- -� -VF-R6' D I p CI GFCI\ GF P4,. 1„ .. -- - - WP GFCI . W i FOR JA ,r a CU711 RECESSED TUB MOTOR FIXTURE (MUST HAVE 2ND LEVEL ; I HIDOD VENTILATOR P' 00 FOR C/ I I � r I COOKTOP I L< i ) GFCI€ i GFCI TM 1; � MICROWAVE FOR L--- ✓ REFRIGERATOR ` - -- - IT ' ---- ----FOR SMALL IRHGFCI APPLIAt ICE CEILING MOUNTED GFCI FIXTURE @2NDLEVEL DINING, FOR I I� ' WASHER GFCI KP FOR ACCESS PANEL - - - - VERIFY EXACT LOCATION) \ i i 1 i i I i' O I zoo 200 AMP MAIN AMP it MANR/ DISC. PANEL ' 'As i 1 ; UNDERGROUND 2/0 THHN w/ #6 GROUND TO FP&L TIE-IN � LOCATION #4 GROUND TO 8'-0"x 6/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE DRYER FOR_ld I I WATER HEATER FOR SMALL APPLIANCE FOR DISHWASHER & DISPOSAL FOR DBL. OVEN ELECTRIC-,4 PANEL 'A' i j1 I II i li I I WPGFCI i ELECTRIC METER i RECEPTACLE, - SWITCH & LIGHTS_ / IN ATTIC 2(AR Li4 / / / WP GFCI XT O.i x [0 U'- ' Q 1 i ; WPGFCI 1 st FLOOR ELECTRICAL PLAN 1 /4"= V-0" A 200 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120/240/1PH A.I.C. 22,000 KW # DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CIRCUIT # KW 10.0 #6 AHU 1 60A 1 3 2 4 40A CU 1 #8 10.0 #6 AHU 2 60A 5 7 6 8 40A CU 2 #8 4.4 #10 HOT WATER HEATER 25A 8 11 10 12 50A COOKTOP #8 5.0 2.5 #10 CLOTHES DRYER 30A 13 14 20A I CLOTHES WASHER I DISHWASHER #12 #12 1.5 1.2 15 16 20A 5.0 #8 DBL.OVEN 50A 17 18 20A I MICROWAVE SMALL APPLIANCE #12 #12 1.5 1.5 19 20 20A 1.5 #12 REFRIGERATOR 20A 21 22 20A WHIRLPOOL TUB #12 1.5 1.5 12 SMALL APPLIANCE 20A 23 24 20A BATHROOM GFCI'S #12 1.5 .9 #12 GARBAGE DISPOSAL 20A 25 26 20A EXTERIOR GFCI'S #12 1.5 1.0 #12 COOKTOP VENT HOOD F20A 27 28 20A RANGE HOOD #12 1.5 1.5 #12 KITCHEN GFCI'S 20A 29 30 20A KITCHEN GFCI'S #12 1.5 1.5 #12 GARAGE DOOR OPENER 20A 31 32 15A GENERAL LIGHTING #14 * * #14 GENERAL LIGHTING 15A 33 34 15 A GENERAL LIGHTING #14 * * #14 GENERAL LIGHTING 15A 35 36 15A GENERAL LIGHTING #14 #14 GENERAL LIGHTING 15A GENERAL LIGHTING #14 * SPARE *15A378 0 SPARE SPARE 2 SPARE 39.8 SUB -TOTAL (1.41) PANEL LOAD CALCULATIONS SUB -TOTAL (2-42) 18.2 * GENERAL LIGHTING 2633.0 SQUARE FEET @ 0.003 KW/SF 7,9 TOTAL PANEL KW = (SUBTOTAL 1.41 + SUBTOTAL 2-42 + GENERAL LIGHTING) 65.9 AIR CONDITIONING @ 65% 13.0 8.5 1 ST 10.0 KW (NOT A/C) AT 100% 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) - 10.0) * 0.40) 19.0 CALCULATED KW = (A/C @ 100% + 1ST 10 KW + REMAINING) 37.4 KW CALCULATED AMPS = (CALCULATED KW * 1000 / 240) 156.0 A STANDARD ELECTRICAL LEGEND SMOKE DETECTOR/ CARBON MONOXIDE 0 RECESSED LIGHT DETECTOR FIXTURE PULL CORD FIXTURE VP 0 VAPOR PROOF T REC'D FIXTURE REC'DADJUST. FIXTURE EXF or LANDSCAPE UP EXHAUST FAN LIGHT CEILING MOUNTED CEILING MOUNTED FIXTURE JUNCTION BOX PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED 0JUNCTION BOX FIXTURE / J BOX %WOPT. 0 FLOURESCENT P J / FAN/LIGHT LIGHT FIXTURE 1 u - UNDERI OVER FLOOD/SECURITY I� CABINET FIXTURE & LIGHTS g ELECTRIC METER i0 ELECTRIC PANEL I� DISCONNECT 20AMP� DEDICATED 20 AMP OUTLET ® 220 VOLT .,4 ARC FAULT CIRCUIT INTERRUPT RECEPTACLE XF.W. (SEE GEN. NOTES) RECEPTACLE GROUND FAULT (SEE GEN. NOTES) G.F.CJ.10�. CIRCUIT INTERRUPT (SEE GEN. NOTES) RECEPTACLE W.P. G.F.C.I WATER PROOF HALF SWITCHED GFCI SINGLE 120V (SEE GEN. NOTES) RECEPTACLE ® TELEPHONE JACK -0 TELEVISION JACK ® 2-WAYW ALL $ _y}® PUSH BUTTON 3-WAY WALL DIMMER WALL SWITCH® SWITCH _v® 4-WAY WALL SWITCH ® FLOOR OUTLET IN DOOR JAMB SWITCH FLOOR PHONE JACK SPECIALTY LEGEND O AIR COND. SYS. TC IRRIGATION SYS. (THERMOSTAT) (TIMER) SECURIT® SYS' 0 INTERCOM (KEYPAD) COM.SYSTEM P COM.SYSTEM (DATA PORT) (DATA & PHONE) COVE LIGHTING O SPEAKERS JUNCTION BOX ICL IN CABINET' LIGHTING SHADE JUNCTION BOX REVMONS BY DATE fERMrr SETS ISSUED DWD 04.25.18 i� W H o Qw � H W OMO M H 4.�, AV ci .,­4 L11 � 4a aO aim Job No. 1306083 0 �s# 1 APR 2 5 2018 FL,-001U05 FARM-AA003n ALL IDEAS, DESIGNS, ARRANGEMENTS, &PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE, & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION Of RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEOUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS 50 NOTED, 02018, ALL RIGHTS RESERVED RANDALL STOFFT ARCHTECTS P.A. 101 File f'nnv _ __ __ ____ —___ _.____ _________ I I I I I I I I I I II I li I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I l 1 I AFCI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z +60" lCl A.F.F., VERIFY y/ j L0LJNf 3E i i i PER 2017 FBC-ENERGY CONSERVATION, 6TH EDITION R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. EXCEPTION: LOW VOLTAGE LIGHTING i°aEIrOR`-AhEM #,'k i NN IMA9 z' - —_ L \\ RECEPTAaACLE, --`— — \--SWITC" LIGHT TO SWITCH 1st LEVEL F I I I \ I I I I I I I I I 1 I I I I I i I I I I I I I I -- -------------------------- I_____________________ _______.I C. VERI".yi�.JGFCI ERRAC .U' x 7' 4' TT +60" A.F.F., VERIFY AFCI 0 GFCI - _6 FQ ZCK� i #4 ® liz-b,,x ix -. n� I AFCI li +60" (§� A.F.F., VERIFY AFCI F 0o REVISIONS ELECTRICAL NOTES t PERMIT SETS ISSUED i GENERAL: FIXTURES: L 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. N -. LOCATE THE METER & PANELS AS REQUIRED, 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND , IIVrF -- - - --- 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. O 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY _ _-""- CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. W _.... 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADER PRIOR TO CONSTRUCTION. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE ,w. 8) ROMEX MAYBE USED WHERE CONDUIT IS NOT REQUIRED. OF 6" AWAY FROM CLOTHING. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR.. � 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. C f� M OUTLETS: W 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT A/ MANUFACTURER SPECIFICATIONS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. LL ui 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS,. GARAGE AND EXTERIOR ON PLANS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. OUTLETS AS SHOWN AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT MANUFACTURER RECOMMENDATIONS. PER 2014 NEC 210,52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE GFCI BREAKERS FOR ALL GARAGE DOOR OPENER RECEPTACLES. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL 5) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. Q CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL PROVIDE OPTIONAL PRE -WIRED HIGH SPEED DATA OUTLETS AS SHOWN ON POOL/SPA EQIUPMENT. PLANS. (IF APPLICABLE) 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 6) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE 1/2" CONDUIT UNDER SLAB FROM WALL. ARC FAULT CIRCUIT PROTECTED PER 2014 NEC 210.12(B). F�"I #5 7) ALL GFCI DEVICES MUST BE READILY ACCESSIBLE PER 2014 NEC 210.8. rT ^ 13) WIRES SMALLER THAN#6 SHALL HAVE THHN INSULATION, & LARGER SHALL HAVE THWN INSULATION. SMOKE DETECTORS: �1 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. RATING OF 22,000 AMPS & BE NEMA-3R RATED. i) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75" CONTINUOUS DUTY. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. ^. -------------------------------------- __--_ __ ____________ _______- 2nd FLOOR ELECTRICAL PLAN STANDARD ELECTRICAL LEGEND E3 SMOKE DETECTOR/ CARBON MONOXIDE O RECESSED LIGHT FIXTURE DETECTOR PULL CORD FIXTURE VP O VAPOR PROOF REC'D FIXTURE REC'D ADJUST. FIXTURE or LANDSCAPE UP EXF ® EXHAUST FAN LIGHT CEILING MOUNTED CEILING MOUNTED FIXTURE JUNCTION BOX P. PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED O JUNCTION BOX FIXTURE / J J BOX w/OPT. FANILIGHT FLOURESCENT LIGHT FIXTURE / J OVER FLOOD/SECURITY UNDER/ ABINET FIXTURE LIGHTS ELECTRIC METER Q ELECTRIC PANEL DISCONNECT 20 AMP DEDICATED 20 AMP OUTLET ARC FAULT CIRCUIT ® 220 VOLT A.F.C.L$ INTERRUPT RECEPTACLE (SEE GEN. NOTES) RECEPTACLE G.F.C.I. GROUND FAULT CIRCUIT INTERRUPT(SEE (SEE GEN. NOTES) GEN. NOTES) RECEPTACLE W,P. G.F.C.1 WATER PROOF GFCI HALF SWITCHED (SEE GEN. NOTES) ,e SINGLE 120V RECEPTACLE TELEPHONE JACK -Q TELEVISION JACK 2-WAY WALL PUSH BUTTON SWITCH® '® 3-WAY WALL DIMMER WALL SWITCH® SWITCH 4-WAY WALL ® FLOOR OUTLET SWITCH X, DOORJAMB SWITCH FLOOR PHONE JACK SPECIALTY LEGEND CO AIR COND. SYS. (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ® SECURITY SYS. (KEYPAD) O INTERCOM 011 COM. SYSTEM (DATA PORT) COM.SYSTEM (DATA & PHONE) ® COVE LIGHTING JUNCTION BOX �$ SPEAKERS ICL IN CABINET LIGHTING SHADE JUNCTION BOX z O APR 2 5 21 FL-OOM05 III ALL IDEAS, DESIGNS, ARRANGEM OR REPRESENTED BY THIS DRAV THE PROPERTY OF THIS OFFICE. EVOLVED,& DEVELOPED FOR US WITH THE SPECIFIED PROJECT: P DESIGNS, ARRANGEMENTS, OR OR DISCLOSED TO ANY PERSON, FOR ANY PURPOSE WHATSOEVE PERMISSION OF RANDALL E. STO WRITTEN DIMENSIONS ON THESE PRECEDENCE OVER SCALE DIME SHALL VERIFY & BE RESPONSIBLE CONDITIONS ON THE JOB, & THIS OF ANY VARIATIONS FROM THE L CONDITIONS SHOWN BY THESE I OF ADEQUATE SCALE MUST BE F FOR APPROVAL BEFORE PROCEL ON ITEMS SO NOTED. 02018, ALL RANDALL STOFFT ARCHITECTS F E21 mil MONOLITHIC FOOTING SCHEDULE x REINFORCEMENT DIAMETER AND COUNT CODE 3 wp SHORT WAY LONG WAY MF-20 20' 16" # 4's @ 36" O/C BOTTOM 3 # 5's BOTTOM MF-24 24" 1 16" # 4's @ 36" O/C BOTTOM 3 # 5's BOTTOM ADDITIONAL REQUIREMENTS PAD FOOTING SCHEDULE CODE x o 3 � p w pp REINFORCEMENT DIAMETER AND COUNT ADDITIONAL REQUIREMENTS SHORT WAY LONG WAY P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM ' P44 4' 4' 12" 12" (5) # 5's BOTTOM (5) # 5's BOTTOM - P45 4' 5' 12" 12" (6) # 5's BOTTOM (5) # 5's BOTTOM - P47 4' 7' 12" 12" (8) # 5's BOTTOM 5 S1 I NCRETE & CMU C MN SCHEDULE 8"x8" REINFORCE SONRY COL. M w/ (1) # 5 REINF. SA (30" LAPS) SEE FNDN & FRMN LAN FOR LOCATIONS FILL w/ GROUT - SE STRUCTURAL NOTES. 8"x12" REINF. MASO RY FILLED CELL M8 [ ='. COL.w/ (2)#6 REINF.` AR (USE 16x12 UNITS) SEE PLAN FOR LOC IONS & SPACING FILL W/ GROUT - SE STRUCTURAL NOTES. 12"x12" REINFORCE. MASONRY M1 2 COL. w/4-#5'SVER{ FILL w/ GROUT - S TRUCTURAL NOTES. w/ #3 TIES @ 10" 8"x12" POURED ® COL. C w/ (4) #5's VERT. W/ #3 TIES @ 8" 8"x14" POURED FM . COL. C w/ (4) #5's VERT. w/#3TIES @8" 8"x13" POURED CEO ® C. COL. C w/ (4) #5's VERT. W/ #3 TIES @ 8' O/ 8"x13"X16" POU CONC. COL. 8 w/ (6) #6's VERT. 2 SETS OF #3 TI 8" O/C iJ I I I I I I El -_ ----------_--- rEl MF-20 -46 02 ❑ - m o MASTER o �� ` P33 ❑ I BEDROOM 1 ��. �w 1� ❑ I ❑ El N v ❑ I '.I I C812 [ ❑ ❑ 2 2'-A" 1 Y ❑ 8 47 3 S5 28' 26' L - OUTDOO28, ENTERTAjNG -may �- " D _I s1 1 ❑ ❑ ❑ 17110K Ell1❑I❑Ib FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/ #9 LADDER TYPE RAISE CURB TO REINF. EVERY OTHER COURSE MATCH MAIN HOUSE FINISHED FLOOR. y. PROVIDE 1 #5 CONT AS SHOWN. #4 TRANFER BARS (ONLY IF REQUIRED oBY FOOTING SCHEDULE) w 4" THICK CONC. SLAB W/ (1) LAYER OF z N W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM) OR FIBERMESH CONCRETE. 0 LL w SEE PLAN a w w `\ - • • w 6" LAPPED AND TAPED - w 6 MIL. V.B. OVER N UNDISTURBED TERMITE CONT. REINF -1- ___ J-I-'" TREATED SOIL PER FOOTING SEE SCHED. SCHEDULE 5 OWER AREA CURB: WATER BARRIER S 1 SCALE: 3/4" = 1' 2 S5 LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 =15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY = 100 PSF ❑...... S1 1 ..--- 15,-4„ - - - - - - MF 8.24 -- - - - - o-1 v '❑- � - - - - - -t C812 34.6 C812 s N v ❑ I I q q 1 fin' ❑ ❑ I I 1 1 '- MF-2o ❑ O I I 7 1 7 C812 1---`-- -----, ❑ M +36.8 ❑❑ S1 GREAT S1 47 i 9 -46.02 1 ❑- ❑ DOOM 7 I s1 ❑ ❑ I 4" THICK CONC. SLAB W/ (1) LAYER O W1.4 X W1.4 6/6 S1 I ❑ m I W.W.M. (TO BE LOCATED }FROM THEITOP OF THE SLAB [ ❑ ❑ SHALL BE SUPPORTED BY APPROVED! MATERIALS OR 8 - ❑ POWER SUPPORTS NOT TO EXCEED 3'-0" O/C MACH WAY) OR S1 I FIBERMESH ON 6 MIL VAPOR BARRIE OVER TERMITE w ■ I W. I °C" g I TREATED WELL QOMPACT D FILL ElF'c=2,500 PSI ❑ 1 IIS1 1 I "��� '" 1 1 -_ x3'-o"nNTROL I KITCHEN I � I F I FOOTING �EEINCFOR ENT 8 I --. - -- 1 - ----. MID OF LAB (TYP.) S1 ❑ - - _ - s1 - L FIRST FLOOR CORNERS) - - - - - - - - - -- 10 ❑„ M❑, + - - - - - - 1 SC130 - B-1�i" -e° 28'-104" I ❑ 4, q �� - r---� rI- -� 1 -----------------T- ❑ ❑ - 11 MF-2o I I � I 1 1 � ❑: v ❑ I s1 I I I SC10o NOTE: ALL FbOTINGS SHALL HAVE A MINIMUM ❑ N m ❑ I 2X6's@72 OyC KNE L --�'� -- - --- - J 3 L[- - - J SOIL EMBEdMENT OF 18" AS REQUIRED BY SECTION WALL F STAIR __ ___ F I 3.3 OF THE OILS REPORT DATED JANUARY 8,91 INTERMEDIATE ❑ N. El SUPPORT. _ ----- 4 ;:51 I I E I MASTER ------- - - --- 1 I ❑ ❑ 2 BATH --- --- s4 +38.29 - ----- 1 --41.85_ J_- UTILITY ❑. ❑ I "SHOWER MF-24 iv ❑. RECESS FF +0'-0" I DINING I - 1 ❑ ❑ r I MF-24 ❑ 5.8v7 b ❑ 1 1 ❑ n +38.67 ❑ L ❑ 16 ❑ ❑ L❑ : ❑ ❑ : I -4 .22 5" �:. v' -L ❑ 3' 1 MF-2o as_ss - - -- 1 _ a..I 2'-8" 3' , ENTRY " N ❑ L - - MF-2a - - -- - - 3 G I O _. -,� ❑_ 8 � Q FERED ❑ I +3 .67 � '., 1 C812 oN q„ L - -- _L F5olnl5r L- ❑ JIB ❑ ❑LO JIo c612 °� - ❑ ❑ ❑ I a G M I WOOD STAIR LOADING STAIR TOTAL LOAD (I 10 PSF) DEAD (70 PSF) SELF WEIGHT = 26 PSF FLOORING = 25 PSF COVERINGS = 4 PSF RAILINGS =15 LIVE (40 PSF) SINGLE FAMILY OCCUPANCY LIVE = 40 PSF 7 � �_maim S1 32 S1 3 ? 4" THICK CONC. SLAB W/ (1) LAYER OF W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED } FROM THE TOP OF THE SLAB & SHALL BE SUPPORTED BY APPROVED MATERIALS OR SUPPORTS NOT TO EXCEED T-0" O/C EACH WAY) OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED LL COMPACTED FILL F'c=2,500 PSI 1 _ DATION AND COLUMN PLAN o F 4 8 4 4 S1 -ALL STEEL COLUMN CONNECTIONS TO TOP AND BASE PLATES TO HAVE 16" THICK FILLET WELD ALL AROUND STEEL COLUMN SCHEDULE -STEEL COLUMN THICKNESS MAY BE INCREASED IF AVAILABILITY OF MAT ALS REQUIRES IT (MAINTAIN OUTSIDE DIMENSIONS CONSTANT) CODE SECTION CAP CAP ANCHORS BASE BASEANCHORS REMARKS SC100 HSS 3 1/2 x 3 112 x 1/4 SEE DETAIL 1/S2 1117 x 10 x 5/8" (3) 5/8" 0x8" HEADED STUD 13 ALONG BEAM CENTERLINE HSS 3 112 x 3 112 x 114 (3) 5/8" Ox8" HEADED €TUDS (4) 3/4" Ox8" HEADED STUDS SC130 G 1117 x 10 x 7/8" ALONG BEAM CENTERLINE IR 10 x 10x 3/4° T' SQUARE LAYOUT, CENTERE o� z 17 D 1 s1 El I I 2" SLOPE C812 L �- v I ❑ I D � I ❑- 7 � 1 s1 8 1 DL D S1 D E] El ---T ----------- aJCAR---� R 0'-0'5"np GARAGE cl ❑ o *'THICK CONC. SLAB W/ (1) LAYER OF 1 W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED i FROM THE TOP OF THE SLAB & SHALL BE D ❑ D SUPPORTED BY APP OVED MATERIALS OR ❑ SUPPORTS NOT TO CEED T-0" O/C EACH WAY) ❑ OR FI ERMESH ON 6 MIL VAPOR BARRIER OVER ❑ TERMITE TREATED WELL COMPACTED FILL - F'c=2,500 PSI D D ° Ti C812 S1. p p ❑❑ 3 ------ IF-4-9 --- - - J _❑ILJ❑ ❑❑❑ ❑CI❑❑ ❑❑❑ 8i_8" T-6" 8" 1 6'_2" 8" 3-7 3'-4" 6 S1 5 S1 ' EQUIPMENT PAD: 6" CONCRETE SLAB. SEE ARCHITECTURALS FOR TOP ELEVATION. REINFORCE W/ # 4's @ 15" O/C EACH WAY MIDDLE. PROVIDE (1) # 4 CONTINUOUS ALONG I THICKENED EDGE, SEE SOILS REPORT FOR COMPACTION SPECIFICATION VERIFY ACTUAL DIMENSIONS - I WITH MANUFACTURER I 1 F'c=2,500 PSI I I - -�J REVISIONS BY FARID ABUGATTAS, P.E. ,;GENSF° •�.�� ; '!' STRUCTURAL ENGINEER ° No72471 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 i®pF�ARIOF ®��; 1 .CLASSIC P.E. LICENSE # 72471, CA#29407 � 4/26/2018 Structural Engineering W.PROJECTCLASSIC.COM PROJECT# WW FARID@PROJECTCLASSIC.COM 1275 POURED CONCRETE EQUIPMENT SLAB. SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS MID REINF. GRADE W1.4 X W1.4 -6/6 WWM OL COLUMN, SEE TEMP REINF. OR FIBERMESH CONCRETE FOUNDATION T.O.S PLAN. SEE ARCH GRADE DT1 io • • ' - - � o� T.O.S w SEE PLAN f7 lT Q 1 #4 CONT. REIN F. _ - J - 6" LAPPED AND TAPED - - 6 MIL. V.B. OVER 8" UNDISTURBED TERMITE -� TREATED SOIL I 1'-4" 1 QUIPMENT PAD THICKENED EDGE - H • ��� w SCALE: 3/4 = 1 CONT.REINF. j PER SCHEDULE CHED L W1.4 X W1.4 - 6/6 WWM CENTERED PAD FOOTING OR FIBERMESH CONCRETE SLOPE PER PLAN - - - r--� GRADE S 1 SCALE: 3/4" = 1' R D OIL T.O.S SEE PLAN 6" LAPPED AND TAPED G\ C 6MIL. V.B. OVER UNDISTURBED TERMITE 1 #4 CONTREINF.II 1 SAWCUT 25% THE DEPTH TREATED SOIL . . _ _ _ 8„ OF THE SLAB WITHIN 24 HOURS OF CONCRETE POUR „� J 2 XTERIOR SLAB THICKENED EDGE - S1 SCALE: 3/4" = 1' az NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN W1A X W1.4 .616 WWM ADD (1) #5 PER EVERY w PLAN VIEW OR FIBERMESH CONCRETE 12" OF STEP w ALTERNATIVE 1: T.O.S SHRINKAGE (SAWCUT) JOINT SEE PLAN _ 25% DEPTH OF SLAB PLASTIC _.-- --�� OR HARDBOARD PREFORMED 6 MIL. UNDISTURBED TERMITE TREATED SOIL 8" NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT 3 THICKENED SLAB �a RECESS SHALL CREATE PANELS AS SHOWN IN PLAN VIEW r S 1 SCALE: 3/4" = 1' ALTERNATIVE 2: SHRINKAGE (PREFORMED) JOINT �q GAR. DOOR SEE ARCH PAVERS SHRINKAGE JOINT (ELECT ONE 8 . 2" RAIN RISER OF THE TWO SHOWN) S 1 SCALE: 3/16" = 1' ° 1O #4 TRANFER BARS (ONLY IF REQUIRED W \ BY FOOTING SCHEDULE) r"1 ❑ �. \� = 1 1/2"BLOCK RECESS 4" THICK CONC. SLAB W/ (1) LAYER OF • • •,: W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM) OR FIBERMESH CONCRETE. - 20" Ci 4 MONO FTG. GARAGE DOOR U SEE PLA �/ S 1 SCALE: 3/4" = 1' - - 6" LAPPED AND TAPED r 6 MIL. V.B. OVER UNDISTURBED TERMITE CONT, REINF. - - - TREATED SOIL PER FOOTING SEE SCHED. SCHEDULE 9 EXTERIOR DOOR RECESS S FILLED CELL REINFORCEMENT SCALE: 3/4" 1' Job No. 13060E 1 = SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER STEEL COLUMN SEE PLAN CMU WALL W/ #9 LADDER TYPE FOR SIZE AND LOCATION BLOCK RECESS REINF. EVERY OTHER COURSE # ONLY IF REQUIRED PREFORMED 4" MAXIMUM DEPTH RECESS. 4 TRANFER BARS ( USE 3000 PSI NON SHRINK GROUT TO ❑w BY FOOTING SCHEDULE) COMPLETELY FILL THE GAP BELOW BASE w 4" THICK CONC. SLAB W/ (1) LAYER OF PLATE BEFORE COLUMN BEING LOADED. FL-WIU05 FMM A z USE EXPANSION BOLTS TO MATCH THE z� W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM 1/4 oosw=3.•.4M�"* 4 OR FIBERMESH CONCRETE. DIAMETER AND LENGTH OF THE H:STUDS���m" Ur IN SCHED. cva•m„aa„m ,w, ounce v,..,3av3n vmnn l~L,,cffivn�swi v✓v i a ¢sPoatodF rim PGWSSIDI 6 MImILL E SNIP!. MkMiFLi3. PA T. 4" THICK CONC. SLAB W/ (1) LAYER OF �r�a„E�,,,�6161,15„E1O1 w SEE PLA W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ V ma sa xmmvx xrvs Pwusa3 vm, �.. w PERIM) OR FIBERMESH CONCRETE. ❑ FOUNDATION F GRADESEE PLA L - J FRAMING PLAN 6' LAPPED AND TAPED STRUCTURAL DE =1 W j 6 MIL. V.B. OVERLU UNDISTURBED TERMITE U) M 6" LAPPED AND TAPEDLU CONT. REIN -1- -1-7-_.I TREATED SOIL LU 6 MIL, V.B. OVER _ _ - w U) PER FOOTING SEE SCHED. U UNDISTURBED TERMITE 1 SCHEDULE 1n TREATED SOIL N CONT. REINF. TRANSVERSE REINF. III '- SEE PLAN FOR SIZE 6 EXTERIOR BEARING WALL SEE PLAN FOR SIZE AND SPACING SEE SCHED. AND SPACING ECESSED INTERIOR S 1 SCALE: 3/4" = 1' S1 STEEL COLUMN SCALE: 3/4" = 1' File C REVISIONS I BY I DATE SIDE ATTACH 2x4 NAILER W/12d's@8" O/C TO TOP CHORD. AkFRAMING PLAN \ PRE-ENGINEEREI _ FLOORTRUSSES AT 24" O.C. 4-PLY GIRDER) -SEE APPROVED SHOP DRAWINGS FOR TRUSS TO GIRDER CONNECTION. FLOOR TRUSS PERPENDICULAR 1 TO GIRDER S2 SCALE: 314 = 1' II II PGL II II II II II II II T\ = n` n Z `,� m lift, NE REPRESENTS WOOD ISS 2X4 BOTTOM CHORD BRACING SPACED MAX 10' O/C SEE DETAIL 2/S3 I 1 1 _ I I 1 1 1 ' 3 I 1 SEE DETAIL 1/S3 FOR I PLYWOOD NAILING PATT L N -1Z ANDSPECIFICATIDNS- S Z m - 1 I 1 S3 mammal 'ar ATTIC ACCESS PLANS FOR - — LOCATKW-- -.-- / � — m m r 24" PRE-ENGINEERED W D ROOF -TRUSSES iLV240/ MAX SPACING.SEE APPRO ED SHOP DRAWINGS i �R n_n�loonuniC,�Y� T � II II II II P L II SECOND WIDTH i+1 /2" 1/4" STEEL - PLATE EACH SIDE (3) 3/4" THRU BOLTS EACH TRUSS. (TOTAL OF 6) 3/8" STEEL TOP PLATE W/ 1/4" FILLET WELD ALL AROUND T.S. COL. WIDTH +1 /2" 2 COLUMN CAP DETAIL S2 SCALE: NTS 771�7 OF GIRDER 2x6MIN. WEB -II --- -I ---� _-fl--L--li'- -1i= --fh-- I-N'-B1oa1�- tt---��1•`-' II II L 1 ° 1 1 1 Zj-,+994 II 28.6-II AII11z91III� 1 1 LOADING THIS LEVEL INTERIOR FLOORS (80 PSF) II II II II P L II SECOND WIDTH i+1 /2" 1/4" STEEL - PLATE EACH SIDE (3) 3/4" THRU BOLTS EACH TRUSS. (TOTAL OF 6) 3/8" STEEL TOP PLATE W/ 1/4" FILLET WELD ALL AROUND T.S. COL. WIDTH +1 /2" 2 COLUMN CAP DETAIL S2 SCALE: NTS 771�7 OF GIRDER 2x6MIN. WEB -II --- -I ---� _-fl--L--li'- -1i= --fh-- I-N'-B1oa1�- tt---��1•`-' II II L 1 ° 1 1 1 Zj-,+994 II 28.6-II AII11z91III� 1 1 LOADING THIS LEVEL INTERIOR FLOORS (80 PSF) DEAD (25 PSF) FLOOR SYSTEM= 7 PSF FLOOR FINISHES = 15 PSF DUCTWORK =I PSF CEILINGS = 2 PSF LIVE (55 PSF) OCCUPANCY LIVE = 40 PSF PARTITIONS:ASCE7-10:4.3.2 = 15 PSF BALCONY WITH AREA LESS THAN 100SQFT (174 PSF) DEAD (114 PSF) FLOOR SYSTEM SELF WEIGHT= 75 PSF FLOOR FINISHES = 33 PSF DUCTWORK = 4 PSF CEILINGS = 2 PSF LIVE (60 PSF) OCCUPANCY LIVE = 60 PSF ROOF (55 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF TRUSSES = 7 PSF INSULATION = 1 PSF DUCTWORK = 4 PSF ROOFING = 19 CEILINGS = 2 PSF LIVE (20 PSF) CONSTRUCTION = 20 PSF PANEL POINTS 200 LBS LIVE LOAD DISTRIBUTION TO CHORDS: DEAD (35 PSF) TOP CHORD = 28 PSF BOTTOM CHORD = 7 PSF LIVE (20 PSF) TOP CHORD = 20 PSF BOTTOM CHORD =PANEL POINT LOAD � III I II I II rn �� , �, II ----I ---• I � P L I I BOND M 1❑1 I I II III II °o II II II II II I II "' II II I I '❑' II it II � S2 o II o IQI � V 0 0 I 2 Y SEE ETAIL 1 3 FOR � N 1 1 PL OD N ING P ❑1 � � w w �� H AND PECIFI TI 1❑� � III II II ? � z4 RE -EN EER WOOD �00(�TR SES a� 24�10/C 1❑ II II III II II ao II II II II II II II 1❑1 � _'� wcs�F�oapnvv �_i '❑' � � El . � i �� i SHOP i(2AWINC`'j5 m I w � u `, 1 `, / FO GOV1rRN1�4G LAYOUT. I IUI .1111E RESFNTs WOnTRUSS 2X4 BOTTOM CHORD BRACING SPACED MAX@ SC10'0/C SEE DETAIL 2/S32 S2 Yj �❑❑ I J OPEN TO BELOW go- T+4_0891 Z ❑ -54.03 m ❑ FLOOR FRAMING PLAN 2 a =1 PRE -NOTCHED CONC MASONRY BLOCK. TYPICAL @CONTROL JOINT LOCATION PREMOLDED JOINT FILLER �r� r=1�r� ;� r��r-� r�l �LJ LJ_�_LJ LJ LJ LJ0LJ LJs TYPICAL VERTICAL REINF @ EACH SIDE OF CONTROL JOINT IN SOLID GROUTED CELLS 9 MANSORY WALL CONTROL JOINT S2 SCALE: N.T.S. -s--= 6" 0 ,�vT.O.B CH.INDICATES LIGHT ATTIC..' mom mom Iff oni log mom on meow mail .7� a •-• • • _ _ _ _ _ _ � � • - • _ • . � iii • iii iii ICE. l�$ZIL[/13 - el - ■ • i • iii • • i i � I iii /i • • • - � iii • - • • iii m ■'.■■■■■II■■■■■■■III■■■■■■■11■'�■■■11. Ia�:����I;I���iiiiY�����ii������ � •• •._Atl ui • •A 4/26/2018 00 P. CLASSIC Structural Engineering FARID ABUGATr'AS, P.E. STRUCTURAL ENGI ER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: 61) 665 - 5438 P.E. LICENSE # 72471, CA#294 WWW.PROJECTCLASSIC.COM [PROJECT# FARID@PROJECTCLASSIC.CO `' 1275 � V I N WITH ARCHITECTURAL NOTIFY ARCHITECT OF A DISCREPANCIES. *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELE AT 0 S PLANS & O BEAM SCHEDULE COORDINATE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A, WIDTH *FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4 }EXTRAWIDTH. ELEVATION "SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, NOTIFY THIS OFFICE IF ACTUAL BEAM EXCEEDS SCHEDULED DEPTH BYti6" OR MORE. *TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH (1) #7 LONGITUDINAL CONTINUOUS ICH COURSE. TOP REINF. LAPS TO BE 42". USE (2) #7x42"x42" CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL TRANSITION. = a MID REINF. *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 � F. B "''PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 06-0222.01 ' CLEAR BETWEEN "TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. ROWS *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED. SECTION REINFORCEMENT TIES CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZE END SPACING BALANCE REMARKS PCL 8 8 1 # 5 - PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL BB 8 16 FRAMING 1 7 1 #7 B101 8 24 +9'-4" 2 # 5 2 # 5 2 # 5 #3 (10) # 3 @ 10" 0/C 24 B102 8 30 +12'-10" 2 # 5 2 LAYERS OF 2 # 5 3 LAYERS OF 2 # 6 #3 13 UPTURNED B103 8 38 +11'4" 2 # 6 Z LAYERS OF 2 # 5 2 # 6 #3 6 # 3 17" 0/C 24 8104 12 14 +2'_2" 3 # 5 3 # 5 #3 24 B105 12 34 +10'-10" 3 # 5 2 # 5 3 # 5 #3 24 6106 8 30 +12'-10" 2 # 8 2 # 5 2 # 5 #3 8 # 3 12" O/C 24 UPTURNED B107 8 22 +11'-4" 2 # 5 2 # 5 2 # 5 #3 (8) # 3 9" O/C 24 1Ak 8" CMU WALL VERTICAL WALL REINF. DOWEL w/ STD. ACI HOOK AT STEEL SEE PLAN FOR SIZE & LOC 2x4 PT BLOCKING BAR. LAP REBAR MIN 48 BAR DIA. BETWEEN EACH TRUSS. � Lu ATTACH TO WALL WITH w (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. o CONC. BEAM -SIZE m 3/4" EXP I STRUCTURAL I PLYWOOD, ATTACH VARIES. SEE SCHEDULE m WITH GLUE AND 10D RING SHANK NAILS@ 4" v 0/C AT PLANEL EDGES AND 6" O/C IN THE FIELD SIMPSON H2.5A CLIP 2X4 BLOCKING @ AT ALL FULLY NAIL TO (2)2x8 PLYWOOD SEAMS, ATTACN W/ 2- P.T. LEDGER ATTACHE 16D TOE NAILS EACH END WITH 3/4" 0x6" FRAMING EMBEDMENT PLAN EXPANSION BOLTS 6" EACH SIDE OF EACH TRUSS II PRE-ENGINEERED I I PRE-ENGINEERED TRUSSES @ 24" 0/C FLOOR TRUSSES 8 AT 24" O.C. HANGER FULLY P.T. 2"x 8" S.P.#2 WOOD LEDGER w/ 5/8" NAILED. SEE FRAMING DIA. EXPANSION BOLTS @ 24" O.C. PLAN FOR TYPE. AND STAGGERED. BRG.ELEV. 3 BEARING ROOF &BEARING FLOOR S2 SCALE: 3/4" = 1' FILLED CELL REINFORCEMENT SEE PLAN FOR SIZE AND 2X4 PT BLOCKING SPACING BETWEEN EACH TRUSS. ATTACH TO WALL WITH 2 x BLOCKING BETWEEN TRUSSES (2) 1/4" X 3 1/4" TAPCONS FASTEN TO TB W/ (2)-1/4" x 3" TAPCONS AT 16" O.C. @ 16" O.C. SIMPSON HETA 20 HURRICANE ANCHOR w/ 8 - 10d NAILS 3/4" EXP I STRUCTURAL I PLYWOOD, ATTACH WITH 2X4 BLOCKING @ PLYWOOD SEAMS, GLUE AND 10D RING SHANK NAILS @ 4" O/C AT ATTACH W/ 2-16D PLANEL EDGES AND 6" O/C IN THE FIELD TOE NAILS EACH END FRAMING PLAN CONC. BEAM -SIZE X N VARIES. 2x4 BLOCKING AT ALL SEE SCHEDULE PLYWOOD SEAMS, ATTACH W/ (2) 16D TOE NAILS TO TOP CHORDS. PRE-ENGINEERED PRE-ENGINEERED TRUSSES @24" O/C WOOD FLOOR @ 24" O/C TRUSSES. 2x4 BOTTOM CHORD BRACING (2) 2x8 SP#2 P.T. WOOD LEDGER W/ 3/4"Pix6" EMBED 10' O/C WITH 20'RESTRAINT EXPANSION BOLTS @ 6" TO EACH SIDE OF EACH TRUSS TERMINATE TO 2x4 x16" LONG STAGGERED. NAILER W/ (1) 1/4 x 3 1/4 TAPCON 4" EACH SIDE OF EACH TRUSS FLOOR TRUSS PERPENDICULAR 4 TO TIE BEAM S2 SCALE: 3/4" = 1' REINFORCED FILLED CELL SEE PLAN FOR SIZE AND SPACING. 9 GAUGE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 8"x8"x16" CONCR MASONRY UNITS _ CMU TYPICAL � 5 REINFORCEMENT DETAIL S2 SCALE: N.T.S. FASTEN GARAGE BUCK WITH 1/4"X3-1/4" TAPCONS @ 8" O/C STAGGERED, 4" EACH END. PROVIDE GARAGE 1" DIAMETER WASHERS ON TAPCON. DOOR � P.T. 2x6 LSEE WOOD CASING � � P PLAN CONC. BLOCK STUCCO FINISH - FILLED CELL OR POURED COL. (SEE PLAN) 6 GARAGE BUCK DETAIL S2 SCALE:N.T.S. TAPCOS ATTACHED 3/4" CDX PLYWOOD - 10d's@8" 0/C. (2) 2x12 LANDING BEAM 2x12's @18" OIC 2x6 BLOCKING (1) SIMPSON HGA10 (2) 2x4 TOP -- PLATE SEEARCH.jk 2x12 NOTCHED STRINGER (1)EACH 910E, (2)AT MIDDLE i; OF STAIR FLIGHT. MOISTURE BARRIER I I �Z (1) SIMPSON HGA10 {! (1) SIMPSON H2.5A �� h CUP FROM STRINGER TO TOP PLATE. \O TO SLAB W/ III I 3I18"x31/4@ DOUBLE STUDS AT \ 12" O/CN4" E.E. I I � GIRDER SUPPORT 4- - 2x-IS@16"O/C FORMING- 1 14 END KNEE WALLS � T P.T.2x48ASEPLATE W/(2)16d I JI EDGE AND GRAIN NAILS INTO STUD. � 1 SEE f10¢NDATION :A� PLANF RFOOTIN VOOD STAIR_- FLIGHT TO LANDING CALE: 1/2" = 1' (1) SIMPSON HGA10 P.T. 2x4 BLOCKATTACHED TO SLAB WI 3116"x3 1l4" TAPCONS @ 8" OIC, 4" E.E. (1) SIMPSON HTU26 314" CDX PLYWOOD tOd'sQ 6" O/C. EXISTING CMU WALL 2x10's @16" O/C / TO REMAIN (2) 2x4 TOP PLATE S* 2x12 NOTCHED STRINGER (1) EACH SIDE, (2) AT MIDDLE OF STAIR FLIGHT. 3116"x3114" TAPCONS (1) SIMPSON HGA10 @12" O/C STAGGERED (2) 2x12 LANDING BEAM INTO CMU WALL (1) SIMPSON H2.5A CLIP FROM STRINGER TO TOP PLATE. DOUBLE STUDS AT GIRDER SUPPORT 4 2x4's @ 16"O/C FORMING I END KNEE WALLS '.T. 2x4 BASE PLATE WI (2)16d EDGE AND GRAIN NAILS INTO STUD. III -III- III -III, III III III 8 WOOD STAIR -FLIGHT S2 TO FLOOR LEVEL SCALE: 1/2" = 1' U 11 U U 'd �1 Job No. 1306083 ID 1.1 1. yI(u :: I,QC�1r9 SECOND FLOOR FRAMING LAN AND BFAM SCHEDLTL File (;SPY yS. o 0D 2 r" r$ O^ �N 11 BLOCK COURSES OVER PRECAST LINTEL w/#4's @ 32" O/C. 24" LAPS (FORMED OUTEDBONDBE SESOF KNOCK -OUT BLOCK). PROVIDE (1) # 7 TOP AND 1) # 7 BOTTOM \\\\\1IIIII// \ ��� \\ �® ........... EN °° FARID ABUGATTAS, P.E. REvrsloNs ax nwTe LOADING THIS LEVEL = I 75U ROOF (55 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF TRUSSES = 7 PSF =�J ai�s7�l`` No PCL O M INSULATION = 1 PSF '� EE D�'31- I 1/ FOR '"" DUCTWORK = 4 PSF = 19 II "I LYW OD NAI��NG P ERN ROOFING NO SrECIFICtTIONS m CEILINGS = 2 PSF 4" PR -ENGIN ERED OOD LIVE (20 PSF) CONSTRUCTION = 20 PSF _ — — OOF AXS RUSSE @ 24" /C '" ACING. EEAPeROVED PANEL POINTS 200 LBS LIVE 4" SHOP RAWIN S VERNI GLAYEIUT. I II `— LOAD DISTRIBUTION TO CHORDS: II '`•1I I • ° DEAD (35 PSF) TOP CHORD = 28 PSF I BOTTOM CHORD =7PSF --- LIVE (20 PSF) TOP CHORD = 20 PSF P ECAST LINT L BY CAST ETE — — (1) # 5 FIEL ALLED_ ON PRECAST LIN I STRUCTURAL ENGINEER No7247 4 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 �� P. CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 STA7EOF �� . P.E. LICENSE # 72471, CA#29407 oR1 ° �o�� Structural Engineering WWW•PROJECTCLASSIC.COM PROJECT# 4/26/2018 FARID@PROJECTCLASSIC.COM 1275 n, r; �- BOTTOM CHORD = PANEL POINT LOAD TYPICAL PRECAST LINTEL OVER OPENINGS ROOF FRAMING PLAN ENTb OD S3 SCALE: 3/8° - 1' = TR 2 OTTOM HORD = _ @ ^�-' B �QETAIL2�}53 n = 1 0' 2' 4' 8' ---DN--- `.� I III — — 4 o ' --- — --- ------ a],n SEE STEEL COL SCHED FOR TOP PLATE AND I II ``•`� �I III ANCHORS SPECS. _ = -------- --- �-ATT AC SS B&E CH DO NOT CUT TOP PLATE FOR I -- PLA S RIILOdATI `` III _ _ i CONCRETE FILLING STEEL COLUMN, SEE STRUCTURAL NOTES UNDER - "STRUCTURAL STEEL" FOR MORE INFO. — — — — -_.. -------- -- -- = o 1/4" FILLET WELD ALL AROUND STL. COL. SEE PLAN FOR II PCL II il;� --' II III SIZE AND LOCATION IX III lit I 1/ 117 •S+ PCL U-- 11 All i B2 I1 II- II II II II `PCL - - ---" - L--SEE STEEL COLUMN SCHEDULE FOR 1 i V J.BQLM • c HE ED STUDS DIAMETER2 TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS A + B 21d CONNECTOR ID TRUSS GROUP MARK IF NEEDED) FOR REQUIRED STRAP TRUSS UPLIFT OR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD LBS NAILING MARK CONNECTOR PRODUCT APPROVAL REMARKS UPLIFT (PUP)/ PERP. TO TRUSS PARALLEL TO TRUSS TRUSS/RAFTER/ SEAT PLATE/7RUSS NUMBER GRAVITY(FLIRF) CAPACITY F1) CAPACITY F2 HEADER AD HETAL20 FL11473 1810 415 1100 . FULLY NAILED QB HETA16 FL11473 1810 — — (9) 10d x 1-1/2" NAILS - YQ HTS16 FL10456.34 1260 (16) 10d's QD FGTR FL11473.2 5000 — — 8-SDS 1/4"x3" (PER ANCHOR) - ;1/2X5 TITEN HD (CONNECTION TO GROUTED WALL PER (1) ANCHOR NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SP. 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, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH ro• ro. 0 HO 0 0 Simpson Strong -Tie DETAIL Simpson Strong -Tie HIM - Q Simpson Strong- DOUBLE FGTR HTS 16 + r r AND SPACING, BASE PLATE DIMENSIONS. RECESS PLATE FLUSH W/ SLAB. r FIELD WELD COL. TO BASE PL. c� au=Euil �o 6 STL. COL. DETAIL S3 SCALE: N.T.S. PLYWOOD SHEATHING FACE GRAIN TO RUN PROVIDE 118" SPACING AT PANEL EDGES ALL NAILS TO BE RING SHA *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEAM SCHEDULE BEAM COORDINATE MASONRY OPENINGS WITH WINDOW MNFR & M.O.A. WIDTH r- *FOR ARCHED BEAMS ADD (2) # 5•S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. *SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, NOTIFY THIS OFFICE IF ACTUAL BEAM EXCEEDS SCHEDULED DEPTH BY6" OR MORE. ELEVATION *TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH (1) #7 LONGITUDINAL CONTINUOUS IN EACH COURSE. TOP REINF. LAPS TO BE 42". USE (2) #7x42"x42" CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL TRANSITION. a MID REINF. *FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 o BOT REINF. *"PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CA$TCRETE WITH NOA # 06-0222.01 1" CLEAR BETWEEN *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. - ROWS *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIE$ AT EACH END HAVE BEEN INSTALLED. SECTION I I REINFORCEMENT TIES CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZE END SPACING IBALANCEI REMARKS PCL 8 8 1 # 5 PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL BB 8 16 FRAMING PLANS 1#7 1#7 B201 12 16 +20'-8" 2 # 5 2 # 5 # 3 24 8202 8 14 +20'-8" 2 # 5 2 # 5 # 44 [C r U PERPENDICULAR TO SUPPORTS -� APA40/20 19/32" 8"MIN DEPTH U 6 INSTALL A PAIR OF SIMPSON �..1 EXPOSUREI SHEATHING PER PLAN GBC CLIP ANCHOR EACH CLIP PRE-ENG. WOOD TRUSSES W/ 5-8d NAILS TO TRUSS 30" LAP 30" LAP °a _F @ 24" O/C (SEE ROOF PLAN) AND 7-8d HAILS TO KICKER 0 CONCRETE OR GROUT �y a FILLED CMU (SEE PLAN) ° / 3 1/4" • • •• PRE E NG. TRUSSES \ lL•• • • —` @ 2 " O/C n ., _ 4 5" 3 1/2" 11/16" DIA. HOLES U '"P-4 i 1 1/4" • a; _ FOR 518" DIA. • �'' :' . M ❑ ° MIN. EMB THROUGH BOLTS " M wIn a LATERAL BRACING IF 2"x4" KICKER @ 24" C/C 2"x4" KICKER @ 24" C/C m �( REQUIRFED (SEE ROOF PLAN) LU U W PROVIDE 2x BLOCKING ® 2"x4" BLOCKING PER BLOCKING NAILING SCHEDULE BLOCKK IAPHRAGM) @ 24" C/C W/ BOND LA OR TIEBEAM DETAIL EDGE NAILING 10d RING SHANK 4" O/C 2-16D EACH (SEE PLAN) CONCRETE BEAM OR w Ci I FIELD NAILING 10d RING SHANK 6" O/C 2 CORNER BOND BEAM PER FRAMING FOUNDRY NAILING 10d RING SHANK @ 4" O/C O PLANS (REINF. NOT SHOWN CI O BARS TOTAL FOR CLARITY). BEAM z "v N "A" STRAP W/ INSTERSECTING WALL CONDITION POURED MONOLITHIC WITH -® BOND BEAM OR SEAT NAILS (4) CORNER BARS TOTAL COLUMN. 0 o ' SEE WOOD FASCIA ( TIE BEAM (SEE PLAN) Y i TYP. WALL SECTION) 1/16" SPACE AT wl (2) 16d TO EACH - PANEL ENDS TRUSS END (POND BEAM CORNERBARSROOF SHEATHING ATTACHMENT 3 WALL BRACING DETAIL SCALE: 1/2" = 1' ®® SIDE VIEW 1 DETAIL S3 SCALE: 1/2" = 1' - _� ° S3 SCALE: N.T.S. - N OLSCHED #3TIES SEE COL SEE COL SCHED. - - SECTION CUT E HED. J "� Job No. 1306083 DIAGONALS FROM BRACED DISCONTINUE BOND BOTTOM CHORD NAILED TO BAY AT 20'-0" INTERVALS BEAM BLOCK TO ALLOW TOP BARS 2x4 DIAGONALS W/ 2 - 8d NAILS REPEAT AT BOTH ENDS FOR POURED CONIC. 8x16 GROUTED BOND BEAM 3/8" STL. PLATE BEAM. (2) # 7 MUST (FORMED WITH TWO CONTINUE THROUGH CONIC. MIDDLE BARS (IF CONCRETE BEAM SIZE REQUIRED BY COURSES OF KNOCK -OUT 1/4" 1/4" BEAM UNINTERRUPTED. AND REINF. PER CONIC//T BEAM SCHEDULE) BLOCK). PROVIDE (1)BEAM SCHEDULE # 7 TOP AND (1) # 7 BOTTOM. II II WMIN. CONIC. EDGE s • a ° ACI STD. HOOK d c I ALIGNED W/ g w _ - CONIC. BOND BEAM, SEE BEAM FOOTING ¢ FL-OO1ll05 FIRM`AA003I a BOTTOM REINF. — _ O CONCRETE OR GROUT m rxa uiuvwc rie urcv v, i rrt vxvecry m ras arse, a - SCHEDULE FOR SIZE & — . uvmmersa rrE ` n 0! FILLED CMU SEE PLAN rcwr® xm,ccr. ruE s avcx mrws, vane, wuxmnns.. — — — — — — — — — — — - e REINFORCEMENT. - - FOR 3/4 DIA ANCHORS ° ° • . ° ° ° ••-" 13/16" DIA HOLES ° ° PWY#@16 PMSRl1 E II16Tr. MOYIELR. to VN1rrFl1 .U*]R.1e a rear m*va-s swi. wve wrremrc svrn rue nuaama. 3/4" DIA. HILTI "HAS" em,"remv m vmm * v rxxAaraE rm ru noEesm,s ° 5 • _ ° THREADED ROD, �rrmrs m ,rE .em.. rws mnc »s. rt CONT. 2"X4" HORIZONTAL TYP. wu m w E n"usma xm wmnmrs sum rr cv ❑ evnv"ac s,a rtuas s *rtv"re »". xm rt rvvvrrev m rss 0 DRILL 13116" DIA. x 6" AND i0 z e,"ans iasrn"�w°G+ r`v '"mu as"r°1SA 3° BOTTOM CHORD OF BRACING O U EPDXY IN- ROOF FRAMING PLAN TRUSSES (TYPICAL) LOCATED 10'-0" C/C MAX. - °, a PLACE WITH HILTI HY150 PLAN VIEW OF END RESTRAINT ° A1v� D�r�,us SEE FOUNDATION EPDXY PLAN FOR FOOTING TYPE ELEVATION U 1/4" STL PLATE U.N.O. 2 - 8d NAILS EACH MEMBER 6" MIN BEARIN TYP. BOTTOM BAR a (GRADE BEAM, MONOLITHIC 2"x4" CONT. LATERAL WOOD BRACING, _ OR STEMWALL). TYP• NAILED TO BOTTOM CHORD MAXIMUM 1/4" 10'-0"SPACING AND ASREQUIRED CONC. COL. �(`p 2PLY 3s' BY TRUSS MANUFACTURER 8"x8" FILLED CELLS SEE PLANLl (REFER TO TRUSS NOTES AND AND COLUMN SCHEDULE FOR 9 ANCHORAGE E. TRUSS LAYOUT FOR LOCATION) REINF. TOP VIEW BOTTOM CHORD BOND BEAM: TYPICAL BEAM DROP 8 TYPICAL CHANGE IN S3 SCALE: 1/2"=1' FRONTVIEW S3 I OF PRE - ENGINEERED - OVERLAP @ SPLICES WOOD TRUSSES 4 OVER OPENINGS S3 BOND BEAM HEIGHT 10 GIRDER BUCKET DETAIL 2 ROOF TRUSS BOTTOM CHORD BRACING S3 SCALE: 3/8" = 1' SCALE: 1/2" = 1' S3 SCALE:3/16"=1' S3 SCALE: 1-1/2" = 1' File Capy #8 i REVISIONS BY DATE #5 ,,®®Y,, PK, FARID ABUGATTAS, P.E. _ `.� ,°°�GEN3�°°•,���� 0 STRUCTURAL ENGINEER DRYWALL 4° �i - No72471 = 1i� 7318 TEXAS TRAIL WINDOW PER BOCA RATON, FLORIDA 33487 CAULK � _ TYP. ALUM WINDOW PLAN �N - D �® °'• STA ° °�/�� 1 .CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 OR S.G.D. JAMB RAISED SMOOTH r`� �' ' , • F ` P.E. LICENSE # 72471 CA#29407 • /:� STUCCO � ATTACH TO CONC. THRU BUCK W/ 1/4" BUCK, SEE BUCK '�j�Wd�" • .��P. ����� Structural Engineering WWW,pROJECTCLASSIC.COM PROJECT# \ / DIA. X 1 3/4" EMBED. PHILLIPS HEAD DETAIL 1.5" MIN CLEAR #4 #7 Z/Z �® - • ��� 4/26/2018 TAPCONS SPACED PER PRODUCT — 77j�1�1111��`` FARID PROJECTCLASSIC.COM 1275 �I APPROVAL MIN. 8"x8" POURED CONC. SILL w/ O. UP TO12' OPENING WIDTH: (1) #5 CENTERED i J / \� HILTI'CRS'099-122 " _� a OV COIL NAILS @ 8" O/C UP TO 15' OPENING WIDTH: (2) #5 AS SHOWN 2' v p 4" FROM CORNERS MIN. 8"x12" POURED CONC, SILL w/ REQUIREMENT OF THIS #zl, U Wa' �s P.T. 1x 3 BUCK (WINDOWS) UP TO 19' OPENING WIDTH: (2) #5 TOP & BOT SECOND REBAR VARIES, o � ° _ P.T. 1x 4 BUCK(DOORS)SEE NOTE THIS DETAIL. CAULK (TYP.) VERTICAL REBAR IN CMU ` LL O '� _ _ _ CELL UNDER WINDOW SILL. 5'-1" STUCCO #3 1,--III P -- SPACED @ 48" O/C MAX. — 5'-1" - - END WITH ACI HOOK INTO #6 SILL AS SHOWN. O 3 2' O O ,,��11 fN co _rN �1 NONSTRUCTURAL BUCK CONC. WINDOW �� �IJf �a� O O Q TYP. WINDOW & SLIDING 5 SILL DETAIL O 5 1 GLASS DOORJAMB DETAIL S4 SCALE: N.T.S. 9 CI STANDARD HOOKS ® 3 Q O S4 SCALEXT.S. - S4 SCALE: 1/2" = 1' �--•1 Q w 0 o 180 DEG ACI STANDARD HOOK w w O DRYWALL ON ALL SLAB TOP BARS z O 1 FURRING @ SLAB ENDS. TYP. O� O SPACER OU OU w w 5 I� UU0.25 Ln TEMPERATO O O 2" GQ UREBARS m FRAME ATTACHED TO 2x BUCK PER NOA'S - pk/DO SPECIFICATIONS. O1 O2 O w oR • ' . • . . ROOF WIND ZONEZON 3D2 PRAM a w SF ZONE 2 :-78,23PSF • `—" UQ =O MIN 2 w BAR SPACING ZONE 3 :-122.48 PSF� a z A -ZONE : 5.94 FEET �BRICK zUj 0,aMOLD EXTEND ALL BOTTOMp BUCK: ATTACH TO 6"MS'NTQSUPPQRTw �Uj; m 10 WIND ZONE PRESSURE DIAGRAM STUCCO CONC. W/ 1/4" DIA. X i 3/4" 6" MIN r W W 0 � EMBED @ 12" O/C, 6" E.E. z O � y ^ ` ® O PROVIDE MIN 2 1/4" w 0 m w S`1° 32"=1' 0' S' 10, 20' N 2O MASONRY EDGE DISTANCE _1 < a _1TYP. SWING DOOR U W O:6-1 V a N M c Q � 2 BUCK DETAIL TYPICAL SIMPLE SPAN SLAB C S4 SCALEKT.S. l 6 l REINFORCING DETAIL 4' q'IT j SCALE: N.T.S. U Iv CPO U 0 .. DRYWALL :.: 2„COVER r ��,°,.:x q A 11 TYP. ALUM WINDOW 0.25 Ln 0.3L OR 0.3L1 0.3L OR 0.3L1 O 4' / GREATER GREATER TEMPERATURE BARS OR S.G.D. JAMB �~ I� I ICI O AO / O A G ACI �— ATOTOACHMENT SPACED PER ON ALL.SLAB .OP BARD HOOK ' • • • • • • - AR9 @SLAB ENDS�TYP- ,, ��,.I PRODUCT APPROVAL • • •" • • • �• '• O 0 U J 1/4" X 3 1/4" PHILLIPS HEAD 6" MIN STEEL BEARING I z q' 4' W ' UO M EXTEND ALL BOTTOM BAR SPACING 4' B TAPCONS AT 12" O/C 4" FROKI w CORNERS BARS INTO SUPPORT ,U n P.T. 2x4 STRUCTURAL BUCK 6" MIN. SEC. A -A z q, q H LU a CAULK (TYP.) L CLEARSPAN L1 CLEARSPAN J of; I` O STUCCO w @)F a F C6 ZONE A: NAILING SCHEDULE (NON -BLOCKED DIAPHRAGM) A p co w BUILDING BOUNDARY 10d @ 4" O/C STRUCTURAL BUCK Z ALL OHTER PLYWOOD EDGES 10d@4"O/C U FIELD 10d @ 6" O/C 4 r ZONE B: NAILING SCHEDULE (BLOCKED DIAPHRAGM) AO TYP. WINDOW & SLIDING °� ALLDINGBOLYWOO 10d@4"O/C N ALL OHTER PLYWOOD EDGES 10d @ 4" O/C 3 GLASS DOOR JAMB DETAIL 7 TYPICAL MULTI SPAN SLAB REINFORCING DETAIL - END SPAN FIELD 10d@6"O/C S4 SCALE:N.T.S. S4 SCALE: N.T.S. 11 LYWOOD BLOCKING DETAIL O v 0 S4 3 "' 6 20' 32 — Job No. 1306083 0 C z SPLICE TOP BARS ONLY OVER THE NOTE: SEE REINFORCEMENT SPLICE g MIDDLE OF THE BEAM IN BETWEEN CHART INCLUDED IN THIS SET OF 4" THICK CONC. SLAB W/ (1) LAYER OF w INTERMEDIATE SUPPORTS (IF A STRUCTURAL PLANS FOR W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM) w a SPLICE IS REQUIRED) DETERMINING APPROPRIATE BEAM UPTURNED OR FIBERMESH CONCRETE. r[ a 90 DEGREE ACI STANDARD HOOK SPLICE LENGTHS. BEAM PER iv III ON ALL TOP BARS @ BEAM END SPLICE BOTTOM BARS ONLY A 1' LFRAMING PLAN N OVER THE INTERMEDIATE BEAM T.O.B. FL-WM05 FMM AAM30 SUPPORTS (IF A SPLICE IS +12'-10 SEEP _ _ REQUIRED). CONC. BEAM _®Pm�*• ff »�+�'_ O aeArtn, evaven, s ssuvPu sa va ve s w cwceioH mx nc W �� _ \ T.O.B. PER FRAMING PLAN N,y.P ss�oaouma . • • • � PFPoUSSmI R RM•ML C 911iP1, NrtW1Eti8r PA YARIFH ➢UENSIO6 L90mAiR1 fO1 IM PMd'E NMimNW VIIMR -_ V fLNRmE TE .®r S ildt V fly w ®SOEN4014. U —� +11'-4" mr'"�'svnn�°c sv�Oirr'nus°P�'•icm �s�a�am eaiauiim m .ws (q r • • uswc ru ePsmvw. ersvc PIiu.EYG4 vrtx P.waimr w nrs¢ m INFIl iPID6 Ml RIWI316iWJm W01LL SiViT M6WIECIi PA w 6 MIL. V.B. OVER FACE OF STD. HOOK .STRUCTURAL DETAILS a) UNDISTURBED TERMITE --- - TREATED SOIL - • • • 2#5TOP AND BOT ADD.. - CONT. REINF. SEC _ _ . , SEE PLAN FOR SIZE 6"MIN INTO SUPPORTS STIRRUPS W A TRANSVERSE REINF. _ SEE PLAN FOR SIZE AND SPACING 1-1/2" CLEAR CONC COVER STEEL SEE SCHED. O Li =CLEARSPAN TO THE TIES ON ALL COLUMN 3' AND SPACING w ELEVATED BEAMS Li 3" CLEAR CONC COVER TERMINATE (1) BOTTOM BAR WITH Q ON ALL GRADE BEAM 90 DEG. ACI STANDARD HOOK iv SIDES CAST AGAINST SOIL 4 STEP DOWN AT EXTERIOR DOOR 12 SECTION S4 SCALE: 3/4" = 1 8 TYPICAL MULTI SPAN BEAM REINFORCING DETAIL S4 S4 SCALE: N.T.S. 8"=1, S4 File Copy - - - I I .:U50 I I STRUCTURAL NOTES REINFORCING BARS THAT HAVE LESS THAN 1.5' COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD COORDINATION WIT FIELD TOUCH UP SHALL BE APPLIED. REVISIONS BY DATE PLUMBING, MUST BE FIELD SPRAY GALVANIZED 6" TO EACH SIDE OF EACH PIPE. NO REBAR SHALL HAVE LESS THAN 3/4' UNLESS THE JOBSITE IS FURTHER THAN 2 MILES FROM THE OCEAN, ANY STRUCTURAL STEEL THAT IS TO BE EXTERIOR TO \\\ 111111//j COVER AGAINST A PIPE. THE BUILDING ENVELOPE SHALL BE HOT DIP GALVANIZED. \```®� 5�� ���,' , . \ , , FAR I D AB U G ATTAS , P.E. ALL SHEAR STUDS SHALL BE TYPE B, ASTM A108 (FU = 65 k81) GENERAL ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO PREVENT DIFFERENTIAL SETTLEME ALL CABLES SHALL 8E STAINLESS STEEL 6x19 WIRE ROPE -TYPE 304, IN COMPLIANCE WITH ASCE19 10 PROVISIONS. F °•.'Q p ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER.�# 1{ y�00 STRUCTURAL ENGINEER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . THAT COULD CRACK FLOORING OR OTHER FINISHES. UNLESS NOTED OTHERWISE, USE iR3 REBAR, SINGLE PIECE, EXTENDIN _ }' iT = II{ 1111 EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FOR 12" INTO EACH OF BOTH SLABS. SPACED @12" O/C AND 4" FROM EACH SIDE. DO NOT CUT THE TOP STEEL PLATES IN ORDER TO ALLOW CONCRETE FROM THE TIE BEAM TO FILL THE STEEL COLUMN. IF = NO _ 1400 7318 TEXAS TRAIL FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. CONCRETE TIE BEAM CONCRETE FILLED STEEL COLUMNS ARE REQUIRED BY THE STEEL COLUMN SCHEDULE OR THE ARCHITECT, THEY SHALL BE - 9/ BOCA RATON FLORIDA 33487 FILLED IN THE FABRICATING SHOP PRIOR TO PLATE WELDING. + OCCASIONALLY, A LOWER CONCRETE HEADER BEAM IS SPECIFIED, THEN CMU BLOCK IS SPECIFIED ON TOP WITH A TIE BEAM ;° � PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN 'AMERICAN WELDING ATE F . �, � P. CLASSIC p,E. LICENSE # 72471, CA#29407 REQUEST FOR INFORMATION AT THE TOP OF THE WALL. THIS IS DONE WITH THE INTENT TO ECONOMIZE IN THE FORMING, REBAR AND CONCRETING. � `� PLEASE USE HAND SKETCHES AND OTHER VISUAUWRITTEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION. SEN HOWEVER, DUE TO THIS REQUIRING SEPARATE CONCRETE POURS, THE CONTRACTOR MAY ELECT TO FULLY FORM THE BEAM SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL �� 0 DP °°•Iq TO US VIA EMAIL OR FAX. BY DOING ONE SINGLE DEEP BEAM. THIS IS ALWAYS ACCEPTABLE AS LONG AS 2#5 MID BARS ARE ADDED FOR EVERY 12" OF WELDING RODS SHALL BE E70XX ELECTRODES. /�/7� •• ° °• • ���` 4/26/2018 Structural Engineering W•PROJECTCLASSIC.COM PROJECT# BLOCK HEIGHT BEING REPLACED. ALSO THE LOW HEADER BEAM SPECIFIED STIRRUP SPACING MUST BE MADE FULL HEIGHT. ALL STEEL BEAM CONNECTIONS ARE INTENDED TO SIT DIRECTLY ON TOP OF TOP PLATES OF HOLLOW STEEL TUBE COLUMNS �10 NA4.%0% % FARI D@PROJECTCLASSIC.COM 1275 CONTRACTING NOTES GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF AN (NOT TO THE SIDE OF STEEL TUBE COLUMNS). DO NOT CUT TOP PLATES OF STEEL COLUMNS TO BE FILLED WITH GROUT. . THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1%ADDITIONAL (BASED ON THE TOTAL AMOUNT OF THE SHELL DISCREPANCIES. COORDINATE MASONRY OPENINGS WITH WINDOW MANUFACTURER & N.O.A. BID) AS AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT, CONCRETE, WOOD, STRAPPING, FORMWORK, FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" ALL STEEL BEAMS CONNECTIONS TO EMBED PLATES ON CONCRETE SHALL BE DONE AFTER CONCRETE HAS REACHED 70% OF STRUCTURAL STEEL PARTS, WELDING, CONNECTORS, SAWCUTTING OR GRINDING CONCRETE AND ITS ASSOCIATED WIDTH. THE SPECIFIED COMPRESSIVE STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPECIMEN BREAK RESULTS). LABOR. SAID ALLOWANCE SHALL BE USED FOR REWORKS REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED REBAR NOT -A ENSURE THE INTEGRITY OF THE STRUCTURE, PROPERLY CONSTRUCT THE SHELL AND CORRECT ANY DO NOT CUT THE HEADS OR NUTS OF ANY BOLTS THAT PROTRUDE PAST THE STEEL PLATES OF STEEL BUCKETS WITHOUT SHOWN W MISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS, NOTES AND DETAILS. BEAM OVER WALLS TO BE PER FBC 21212.3.2 8"x12" W/ 2 #5's TOP AND BOTTOM. (4) #3 TIES @ EACH SIDE OF PRIOR CONSULTATION WITH THIS OFFICE, FOR CLARITY - STUDS 5DS P HEADED TYPICAL TIER ( ) O STUDS PER SIDE GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT WITH EVERY BEND, CORNER AND TRANSITION. TIE BALANCE @48" O/C. TIE BEAM DROPS DOWN TO TOP OF OPENING - SEE FRAMING OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE COORDINATION HAS BEEN PERFORMED, PLANS NOTICE THAT SOME STEEL BEAM AND CONCRETE BEAMS/SLABS ASSEMBLIES MAY REQUIRE "TWO SEPARATE CRANE/INSTALL THIS OFFICE SHALL BE CONTACTED IN CASE THE CONTRACTOR FINDS MISSING, AMBIGUOUS, UNCLEAR OR FOR WIDER THAN 8"TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL BY (1) # 5 PER EXTRA 4" OF WIDTH. SESSIONS". REVIEW THE DETAILING PRESENTED IN THESE PLANS AND ASSESS IF THIS IS THE CASE. SPECIFICALLY LOOK FOR r', CONFLICTING INFORMATION. CONDITIONS WHERE STEEL BEAMS CARRY CONCRETE SLABS OR CONCRETE BEAMS. 9• W THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED STRUCTURAL "PCL" REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 14-0903.03. USE 12" WIDE LINTEL FOR 12" BUCKET BACK PLATE 1. _ PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. - THICK WALLS DO NOT OVERHEAT STEEL MEMBERS BEING WELDED AS THIS WILL CAUSE THEM TO LENGTHEN BY THERMAL EXPANSION. THIS If WITH HEADED STUDS ALL OPENINGS BELOW 80'-0" TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH INTERMEDIATE COLUMN OR IS A CONCERN BECAUSE THE LENGTH OF THE EXPANDED WELDED MEMBER IS COMMONLY FIXED ENOUGH THAT WHEN IT PER PLAN VIEW IN TH H GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY. WALLSUPPORT COOLS DOWN IT CAN PULL OUT CONCRETE FROM THE SUPPORTING COLUMNS AND BREAK O TO FURTHER MITIGATE THIS DETAIL O CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF THEIR BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED. IF NO END NEGATIVE EFFECT, WELD ONLY ONE SIDE OF THE MEMBER AND ALLOW THE MEMBER TO COOL PRIOR TO WELDING THE FIELD MEASURE CAPACITY. TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. OPPOSITE SIDE. ENTIRE STEEL I� THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER. BUCKETS PER ASSEMBLY PRIOR �/ FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS. WHEN THE BEAM SPECIFIED IN THE STRUCTURAL PLAN RUNS OVER A CMU WALL, ITS ACTUAL WIDTH IS TO BE THE ACTUAL STEEL SUPPLIER SHALL USE BOTH THE DETAILS AND SCHEDULES IN THIS PLAN, AS WELL AS FIELD VERIFYING FOR THE I DETAIL PLAN VIEW TO FABRICATION OI WIDTH OF THE WALL, WHICH WOULD BE 7518. OVER 8' CMU. ACTUAL TOP OF FOOTING LOCATIONS IN THE FIELD. MAKE SURE TO BEAR ON FOOTING AND NEVER BEAR A COLUMN OVER A TIES PER ELEVATION PROJECT SPECIFIC CODES USED: SLAB. VIEW IN THIS DETAIL a 1 I w ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2017, THIS IMPLIES THEBOND BEAM MASONRY (TMS402.16/ACI 530/ASCE 5 & TM5602, AC1530.1/ASCE 6) I / \ HIGH BASE CONCRETE w USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF AN ') / / /'� DISCREPANCIES. COORDINATE MASONRY OPENINGS WITH WINDOW MANUFACTURER & N.O.A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. r BEAM TO BE LOWERED C! J Fr:I PROJECT PLANS, DETAILS & ARCHITECTURAL BACKGROUNDS FOR ARCHED BEAM ADD (2) # VS DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" i I TO ALLOW FOR CORRECT B #5xCORN" L H--( BTU ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS THA EXTRA WIDTH. MASONRY UNITS SHALL BE ASTM C-00 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF I I I BUCKET ANCHORS BEAM CORNER 1 1 � ICI REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING ITEMS. BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED REINFORCIDUALNG UNITS PER FBCR E MA ALL CMU SHALL O LAID IN A FULL BED OF MORTAR C RUNNING BOND U.O.N. ALL r CONNECTION LJ REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION r I i I I I FIELD MEASURE BEAM TO BEAM BARS _ ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITION LOCATIONS, ETC) HAVEw P. BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE CORRESPONDING TRADE'S PLANS FORTYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH A515 GRADE 60. ALL CMU WALL UNDERGROUND SHOULD BE SOLID GROUTED I� 1 I J DROP TO ALLOW FOR STEEL BACK PLATE BEAM TO BARS -_..-_-..--------.....-,.,,,.--....,...,,,",,,..,. mmA,..•.�1,.�",...as.II 1."l ... Ir,l",novcoT,nn, TDAKISMIA.. I 1 i I I \_ 5"LOWER:BOLT ` PER SCHEDULE ,�FORBUCKET FINAL LAYOUTS AND DETAILS. DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED I UNAVAILABLE, PLEASE CONTACT THIS OFFICE. t,wnac. varD I V Dc .w . we 1q „�wae Aav wnncn oM� ', c"cn, wnnc, ^, , -,,., "..+�.. , ...,........... ....." , - -.-. , ,.•,.. FOR 12' AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 ^PCL" REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 14-0903.03. USE 12" WIDE LINTEL FOR 12" THICK WALLS ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 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. I I I I I I I ` I I I I/ / EDGE DISTANCE C1 - .. u u U.1 o o • C _ - 9 LU D ' LL > I� ~ 1c) WIND LOADING (ASCE 7.10) mnAln co==r i7n n.IDW n s T!UATD 3 RFCnNn r[IRT1 AND 132MPH (ASDI TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH INTERMEDIATE COLUMN OR ......-..___-- THE FINAL CMU BLOCK AND MORTAR SHALL ACHIEVE AN PM - 1500 PSI. I \ �` ` ' ,•,/ (:e. ..... . ......I ... .. .. EXPOSURE - C BUILDING TYPE- ENCLOSED, RIGID WALL ourY mI BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED.IF NO END THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C�76 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. ,_ FIELD STEEL GIRDER BUCKET VERIFY III/ 7 O MRH= 24.65' TIES SHOWN, USE BALANCE VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL __� ISOMETRIC PER TYPICAL DE T '+ M w STRUCTURE CATEGORY = II GC TO EXTERIOR WALLS. THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. \.V (6) #3 FULL KD-0.85 - EITHER ASO OR LRFD LOAD COMBINATIONS PER ASCE7.10 HAVE BEEN USED FOR DESIGNING THE VARIOU FOR BROWARD AND DADE COUNTIES, FBC 2121.2.32 REQUIRES THE USE OF 1#7 REBAR IN THE TOP AND BOTTOM BOND BEAM IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE BEAMS, TIE HEIGHT TIES ELEVATION STEEL BUCKET PER Ir^�]( STRUCTURAL ELEMENTS IN THIS PROJECT. INTERNAL PRESSURE COEFFICIENT=+/- 0.18 COURSES. #5x42"x42" CORNER BARS CAN BE USED TO AID IN FITTING UPLIFT STRAPS. COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE POUR. UPON INSPECTION APPROVAL, TYPICAL DETAIL CONCRETE PLACEMENT AN ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO THE GENERAL CONTRACTOR AS REQUIRED BY 1 CORNER DOUBLE GIRDER BUCKET 1 COMPONENTS &CLADDING DESIGN WIND _PRESSURES: ACI347.2R-10, 4.5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE PLACEMENT. THE AHJ. NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR. ��11 C WALLS: CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS. S5 SCALE: NTS F-I 9.4'HEIGHT PSF, PSF IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADS COUNTIES) FOR REINFORCED UNIT MASONRY, MANDATORY ZONE 4 =+45.9 -60.1 ZONE 5 =+45.9 PSF, 58.6 PSF CONCRETE TESTING INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC TABLE 4, WHICH STATES THE O ,,}..I QUALIFIED TESTING TECHNICIANS SHALL PREPARE SPECIMENS (APPLIES FOR ALL CONCRETE, INCLUDING FIELD AN GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY R 11'-4" HEIGHT PREFABRICATING YARD OR ANYWHERE THAT CONCRETE IS PRODUCED THAT WILL BE USED IN THIS PROJECT) REQUIRED FORCONSTRUCTION, SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH j �. ZONE 4 = +45.3 PSF, 49S PSF ZONE 5 = 45.3 PSF, -49Z.67A PSF CURING UNDER FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREFARIN OF 1900PSI AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPECTOR SHALL SPECIMENS FOR LABORATORY STRENGTH TESTS. VERIFY GROUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, TIE ROOF: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF BREAKING (2) 6"12 BEAMS AND CONCRETE COLUMNS. ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE RECESSED A MINIMUM OF 3/4" 1 DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES MOLDED AS PER ASTM C31 AND TESTED PER ASTM C39) SHALL BE BELOW TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL. DEFLECTION DESIGN CRITERIA SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SMALL BE DESIGNS ATI PERFORMED ACCORDING TO THE MOST FREQUENT OF: ALL MEMBERS (BEAMS, • ONCE A DAY HANDRAILS AND GUARDRAILS BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: ONCE EVERY 150 CUBIC YARDS TO BE DESIGNED ACCORDING TO ASCE 7.10 SECTION 4.5.1: ABLE TO RESIST MOST STRINGENT OF LINEAR LOAD OF 50 LB/FT TOTAL LOAD: SPAN / 240 1360 . ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA 0 RESIST A SINGLE POINT LOAD OF OR 200 LB, APPLIED IN ANY DIRECTION AT THE TOP. INTERMEDIATE PICKETS TO BE ABLE T R • REINFORCED CONCRETE ELEMENTS: LIVE LOAD+ LONG TERM SPAN 7 DAY, 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. . WALL / MULLIONS: L/ 175 THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR AND 50 LB. MARBLE AND STONE TILE SUPPORTING FLOORS: LIVE LOAD: SPAN / 720 SUPPORTING NON PLASTER CEILINGS: LIVE: U240, TOTAL: U1 S0 PER FBC TABLE 1 p04.3 INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL DESIGNED FOR A UNIFORM HORIZONTAL LOAD OF NOT LESS • • ROOF MEMBERS ARCHITECTURALS. S THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY SHALLOW FOUNDATION (SOIL PRESSURE:ASD FOOTING DESIGN: LRFD) OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WITHOUT RESTRICTION BY DEFLECTION. REACTIONS RESULTING VEHICLE BARRIER SYSTEM FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN R4403.3.6.1 IN DESIGNING THE MAIN SUPPORTING BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,500 PSF. TESTING OR AN - - R 6000 LB IN AN AREA THE VEHICLE BARRIER SYSTEMFOR PASSENGER CARS HAS BEEN DESIGNED FOR AN IMPACT LOAD OF MEMBERS OF GUARDS. SITE PREPARATION (ANY DE•MUCKING,DE•WATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBE' IN THE SOILS REPORT) TO BCE PERFORMED PER NOT TO EXCEED 1 SQFT, APPLIED HORIZONTALLY IN ANY DIRECTION AT A DISTANCE OF 1.5FT FROM THE SURFACE OF THE OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED FLOOR. ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURFACE HEIGHTS EXCEEDING 30" SHALL BE SOILS AND SUBSURFACE INVESTIGATION: ;, PROVIDED WITH SAFEGUARDS NOT LESS THAN 42" IN HEIGHT. WOOD. (AF&PA NDS 2015, ASD) ` SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUNDAINS WHERE THE LOWER LEVEL IS THE GFA INTERNATIONAL, JANUARY 8, 2014 GFA PROJECT # 13.2D92.01 STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%.. WATER SURFACE. COMMON NAILS TO BE USED, U.N.O., (8d=0.131.0, 10d�.148"0, 16d=0.162"0). SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE. TIMBERS TO BE SOUTHERN PINE. LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS BUILDING PAB€R OR PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECT A PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH A6 TO BE LEVEL WIT GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES. 4-INCH (102 MM) DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL FILLERS TO HAVE INDIVIDUAL OPENINGS WHERE ADJACENT THE FOOTING/BASE OF THE ADJACENT RETAINING WALUPOOL. ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO 8E PRESSURE TREATED. INCHES 413 CM2 IN AREA. NOT EXCEEDING 64 SQUARE IN ( ) ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O. E DESIGNATION. NO STAMPED MEMBER SHALL ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADALL BE WHERE A BALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, THE MAXIMUM CLEARANCE THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY Aq[)/OR CORRECT A USED IF MEMBER HAS BECOME DEFECTIVE. ADJACENT SURFACE SHALL NOT EXCEED 2 INCHES 51 MM . FOR BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE A ( ) SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. SAFEGUARDS ON STAIRS, THE 2-INCH (51 MM) CLEARANCE SHALL BE MEASURED FROM THE BOTTOM RAIL OF THE THE CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY S016• FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24" OR MORE. BALUSTRADE TO A LINE PASSING THROUGH THE TREAD NOSINGS. EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES. - PROPERTIES AN COMPACTION EQUIPMENT WILL CADS E VIBRATIONS THAT W ILL TRAVEL TO NEIGHBORING VIBRATORY COMPA Q LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, F TESTED BY AN ACCREDITED LABORATORY CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DURING OPERATIONS' TO GUARANTEE WOOD TRUSSES (PRE-ENGINEERED) TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY IMPACT LOADING MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE GP NTRACTOR SHALL A BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200L6 ALONG ANY PANEL POINT, CONDITIONS. CONSIDER PERFORMING A CONDITION SURVEY OF ADJACENT PROPERTIES BEFORE AND AFTER COMPAGfION OPERATIONS I TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER FBC TABLE 1NG CASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIRED. AREAS IN ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION MAY BE PROVIDED WIT STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED BETWEEN THEM ARE TO VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN A TOP RAIL AND THE WALKING SURFACE. REQUEST COMPACTION INSPECTIONS AS REQUIRED. BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM OF SIGNED AND SEALED SHOP SHOP DRAWINGS: DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OF RECORD FOR GENERAL COMPLIANCE WITH INITIAL FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE STAMPED AND: STAIRS - ONE AND TWO FAMILY RESIDENCES LAYOUT AND DESIGN PARAMETERS. . GENERAL CONTRACTOR HAS VERIFIED: DESIGN LIVE LOAD = 40 PSF TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS BY THE -FIELD DIMENSIONS -AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS 3000 PSI CONCRETE ENGINEER OF RECORD. -GENERAL COMPLIANCE WITH THE APPROVED PLANS WHEN SPECIFIED UNDER THE "CONCRETE STRENGTH" STRUCTURAL NOTES, READY MIX CONCRETE TO ACHIEVE A 28 DA TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES. • ARCHITECT HAS VERIFIED: -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS, COFFERS, VAULTS AND ANY COMPRESSIVE STRENGTH OF 3000 PSI. SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-185. FABRIC SHALL B DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE OTHER GEOMETRICAL CEILING FEATURES. -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH PLACED } FROM THE TOP OF THE SLAB. LAPS SHALL BE 6" MIN. WWM SHALL BE OVERLAPPED 30" AT PERIMETERS. WITH THE FOLLOWING STANDARDS. -MINIMUM AREAS DESIGNATED FOR STORAGE SPACES. CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED. -EXTERIOR WALL RECESSES DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN SPECIFICATIONS FOR GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY THE CONCRETE REINFORCEMENT METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY AND DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, ADJUSTMENT AND RESUBMITTAL TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY (WITHOUT BREAKS O RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HIB-91). P WITH THE DESIGN PARAMETERS SPECIFIED IN THESE PLANS BUT IN NO DRAWINGS SHALL BE ENGINEERED TO COMPLY INTERRUPTIONS IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN REINFORCEMENT. OVERLAPSAID CASE LESS THAN THE MINIMUMS REQUIRED BY THE ABOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS TEMPERATURE BARS WHERE NEEDED A MIN OF 24" DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW REQUIREMENTS. FROM SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE REVIEW PACKAGE. MATERIAL SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. ABBREVIATION LEGEND: LW -LONG WAY CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 (GRADE 60 ) FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SUCH THAT ANY HORIZONTAL AREA DOER NOT LRFD - LOAD AND RESISTANCE FACTOR DESIGN REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO AST EXCEED 3000 SQFT. ADDL . ADDITIONAL LL -LIVE LOAD A-706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE ALLOWED. FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL AREA DOES NOT AS - ANCHOR BOLT LLBB - STEEL ANGLES WITH LONG LEGS BACK TO BACK ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT, EXCEED 1000 SQFT. ACI - AMERICAN CONCRETE INSTITUTE MCJ - MASONRY CONTROL JOINT AISI - AMERICAN IRON AND STEEL INSTITUTE MO - MASONRY OPENING FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. FBC 21212.4: GABLE END TRUSSES ARE NOT ALLOWED. ALL GABLE WALLS TO BE BUILT WITH MASONRY GABLE WALLS AND AISC -AMERICAN INSTITUTE OF STEEL CONSTRUCTION MFR -MANUFACTURER CONCRETE RAKED BEAMS OR WITH BALLOON FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES. AL - ALUMINUM MIN - MINIMUM ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. ASD -ALLOWABLE STRESS DESIGN MISC -MISCELLANEOUS WELDED REINFORCEMENT SHALL CONFORM TO AWS D1 A OR BE ASTM A706 GRADE 60. ATTIC TRUSSES SHALL BE SHEATHED WITH 3/4" CDX PLYWOOD SUB FLOOR. USE 80 RING SHANK NAILS @ 6" O/C. SAL -BALANCE, REMAINING NTS - NOT SCALE ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). BP - BASE PLATE EN 0/C - ON CENTER SPACING ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE APPROVED SHOW DRAWINGS WHICH BOT . BOTTOM OD - OUTSIDE DIAMETER SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND NUMBER OF PLIES. CANT - CANTILEVERED PT -PRESSURE TREATED WOOD CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: _- - CIP - CAST IN PLACE CL - CENTER LINE PSI - 1 LB PER SQUARE INCH SPAS, TUBS, STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA WEIGHTS ACCOUNTED FOR IN THECLG PSF -1 LBPERSQUAREF00T CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: TRUSS ENGINEERING. REQUEST THE CUT SHEET FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOADS IN THE -CEILING PLF - 1 LB PER LINEAR FOOT ALL BAR SIZES 3' CORRECT SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES. CO • CLEAR CONIC -CONCRETE FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: R.S.-PLATE CJ •CONTROL JOINT /CONSTRUCTION JOINT R.•RING SHANK NAIL #5 BARS OR SMALLER 1-1/2" NOTE: CONN. -CONNECTION RC - REINFORCED CONCRETE ALL OTHER BAR SIZES 2" ONLY 10 PSF ALLOWED TO BE USED AS DEAD UPLIFT COUNTERWEIGHT - CONCRETE MASONRY UNIT SDS - SELF DRILLING SCREW FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND -ALL ATTIC AREAS WHERE LIGHT UNINHABITABLE STORAGE IS LOCATED MUST BE DESIGNED FOR AN ADDITIONALCMU DBA - DEFORMED BAR ANCHOR STD -STANDARD SLABS, CAST IN PLACE WALLS j" CONCURRENT 20 PSF LIVE LOAD. DET - DETAIL SEES - STEEL ANGLES WITH SHORT LEGS BACK TO BACK BEAMS AND COLUMNS 1-11Y DL . DEAD LOAD SCHED- SCHEDULE STRUCTURAL STEEL (AISCLRFD DIA •DIAMETER SJI- STEELJOISTINSTITUTE COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL. RETAIN A STRUCTURAL STEEL FABRICATOR THAT WILL MODEL THE STEEL MEMBERS, THEIR GEOMETRY EA -EACH SDI - STEEL DECK INSTITUTE THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1 %AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THEAND THE CONNECTIONS BETWEEN EACH IN ORDER IN A 3D STRUCTURAL STEEL DETAILING PROGRAM IN ORDER TO E.E. - EACH END SW - SHEAR WALL STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURIN GENERATE SHOP DRAWINGS SHOWING THE CONNECTIONS TO SCALE. THESE SHOP DRAWINGS SHALL BE SUBMITTED FOR E.W. - EACH WAY SW . SHORT WAY CONSTRUCTION. APPROVAL TO THIS OFFICE PRIOR TO FABRICATION. THIS OFFICE WILL EWTB - EACH WAY, TOP AND BOTTOM TON - 2000 LB N SYMBOL LEGEND SYMBOL DESCRIPTION 4@6B-INNER- -7 4@6T-INNER 7 / / / 4@6T-OUTER / .......... /. 4@6B-OUTER STEEL REINFORCEMENT LEGEND: @6 : #4'S @ 6" O/C -B, BOTTOM -T: TOP OUTERMOST LAYER -INNER: INNERMOST LAYER -TEMP: TEMPERATURE AND SHRINKAGE REINF. 3 SECTION MARK - DETAIL NUMBER / SHEET NUMBER S1 ROOF RIDGE LINES , FLOOR STEP FB-33-31 CONCRETE BEAM CALLOUT-SEE SCHEDULE SCt STEEL COLUMN ABOVE FLOOR LEVEL 0 STEEL COLUMN BELOW FLOOR LEVEL QREVISION NUMBER - SEE TITLE BLOCK FOR DATE n M ABOVE BELOW STEEL COLUMN I 11111 r JOISTS OR TRUSSES - SEE SHOP DRAWINGS I PARTITION o ABOVE BECOW CONCRETE COLUMN - SEE CONIC. COL SCHED. IQ FILLED CELL - SEE CONC. COL. SCHED. CMU WALL CURRENT LEVEL CMU WALL ONE LEVEL BELOW 0 WOOD MEMBERS _ = WOOD SOIL NEW CONCRETE SLAB NEW CONCRETE BEAM NEW CONCRETE FOOTING P' .1. . WELD SYMBOLS a TIE BEAM TRANSITION SYMBOLS * * UPLIFT FORCES & CONNECTORS -SEE STRAP SCHED. FF +0'-0" ELEVATION MARKER - SEE ARCH PLANS FOR +01-0" + 06 W.88 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) CONCRETE WALL VERTICAL REINFORCEMENT. SEE FOUNDATION / FRAMING PLANS FOR LOCATIONS r ---- 11 ----- THICK DASHED LINE REPRESENTS OPENING ON STORY BELOW REINFORCED MASONRY WALL 12" CMU WALL W/ #9 LADDER TYPE REINF ,1 0 EVERY OTHER C COURSE � to Q� N � 0 �- EMIIIIi U N 0- -N � w K 4 GROUT ALL FU-1 CELLS BELOW F.F. TYP. 1d 0_ PAVERS ON SAND L,-4 t m �1 C6 0 0 m III - -I FIN. GRADE. REINF - •� S�QCi - - ch PER -II-III td A SCHED. - III ;4 0.4 R °I-.Sa.I r�A..I N 4 (:) SCHEDULE l °q �_"I W 1) 2 CMU AND PAVERS U S5 SCALE: 1/2" = 11 � 0 vJ = A iIIIIIIIIIIIIIIIIIIII z IIIIIIIIIIIIIIIIII SCREEN ENCLOSURE (ALL ATTACHMENTS Job No. 1306083 z TO CONCRETE STRUCTURE BY 4 SCREEN MANUFACTURER) PAVERS ON WELL COMPACTED SUB -GRADE +j'L-Q W05 FMM-AAW3n "TO OMfE..Y.\MMRCRY6TM F245 !: I`oi� (<�9D1'��/d'�r Q�"sm'RT"1tOlfi . "` R.V6=Y I®. O ➢fiff iY% PWd. i9M.M C.@OI.i01 lP 4f! "I. NMT9CF" 16.43 f M Y=ilf]I . M. V YMNNL E SIV`f. MOETLLII. fA VRRIO, ®EMSS0,1 w Ms . . GKl I I P,®IY . , v"dvo¢ Ld1..L,Y6 LWl vd6.. C RCRO49.L ,TF NJ..Va.. I mmlTma a M .m, . >ws vna wT K ,"' wo vAvu f M VnFM1dt .V. COmITm,t eIVM .1' M.Y OMW(L ,g S ,- 6 /.RPMT[ Y x wT R "w7 m tq9 IQ e,.� � ,®IVD��' LvmisTmT�A"w a,: �m m STRUCTURAL NOTES -I I I 8"x8" CONCRETE CURB WITH (1#5'CONT. BOTTOM SCREEN ENCLOSURE NOT BE RESPONSIBLE FOR FABRICATION ERRORS ARISING FROM FABRICATED STEEL WITHOUT A STAMPED SHOP DRAWING EF - EACH FACE T/ - MEMBERS TOP ELEV O 3 I N G D ETAI L ALL OTHER TRADER PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES APPROVAL FROM THIS OFFICE. EJ -EXPANSION JOINT TS -TUBE STEEL (HOLLOW STRUCTURAL SECTION) __)FOOT PENETRATIONS, SLEEVES, ETC. SAID PENETRATIONS, SPECIALLY WHEN THEY CROSS CONCRETE BEAMS AND COLUMNS TO THE POUR. AN FBC - FLORIDA BUILDING CODE TOS TOS -TOP OF SLAB -TOP OF BEAM S5 SCALE: 3/411= 1' MUST BE BLOCKED OUT FROM THE POUR, DISPLACING THE LEAST AMOUNT OF CONCRETE, PRIOR ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC LRFD 13THEDITION. FTG -FOOTING S5 PENETRATIONS LARGER THAN 5" DIAMETER MUST BE APPROVED BY THIS OFFICE. STEEL BEAMS, C-CHANNELS AND MC -CHANNELS SHALL COMPLY WITH ASTM A992 (GRADE 50). GA - GAUGE LINO - UNLESS NOTED OTHERWISE STEEL RECTANGULAR /SQUARE COLUMN SECTIONS -ASTM A500 (F7r-46 KSI), GRADE B. GC -GENERAL CONTRACTOR U= -UPLIFT VALUE IN LB ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY STEEL CIRCULAR COLUMN SECTIONS - ASTM A-600 (FY=42 KSI), GRADE B. HS - HEADED STUD / NELSON STUD VIF - VERIFY IN FIELD L BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS. STEEL ANGLES AND SSHAPES SHALL CONFORM TO ASTM A36. HC - HOLLOWCORE W/ - WITH I ALL STEEL BOLTS AND THREADED RODS, UNLESS NOTED OTHERWISE ON THE PLANS TO BE ASTM A307, GRADE AAND HDG -HOT DIPPED GALVANIZED W WF - WELDED WIRE FABRIC y ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, ETC, PRIOR T INSTALLED TO A SNUG TIGHT CONDITION (DEFINED AS BEING TIGHTENED BY THE FULL EFFORT OF A WORKER USING A HSS -HOLLOW STRUCTURAL SECTION THE PLACEMENT OF ANY CONCRETE. REGULAR SPUD WRENCH). KLF - 1000 PER LINEAR FOOT 0 - DIAMETER BOLT NUTS TO BE ASTM A563. KO - KNOCK -OUT 1 KIP -1000 LB FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE COLUMNS AND CONCRETE BEAMS ALL STRUCTURAL STEEL (NOT INCLUDING REBAR) TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. AFTER INSTALLATION A KSI - 1000 LB PER SQUARE INCH I . �'- _ 1. - - File copy X HS 3" loath duct to roof cap w/fan Nutone 696RNB 4" loath duct to roof cap w/fan-light Nutone 763RLNB 3" loath duct to roof cap w/fan Nutone 696RNB TION CALCULATIONS S.F.) 200 CFM S.F. VENTILATION REQD 14 SQ. IN. VENTILATION REQ'D MASTER BEDROOM 14'-" x 181-0- 9'4" C.H. 14x8 170cd 14x8 170cd 1 1 8' >—, lE NE 10x6 ik d 9' "C•H. 45 9-4-C.H. 5 I i I I I L--- — 8s 2 Sd4' 14x8 21cd I I II I I NI IIII01IIII I IIi I II -1.q1 I NIII II' III I ,IIII I II IIII Il,.,...illulll II IM ! l IIIIII Illl l it �Il�Nllllli 111 l..INNNI ............„ , ,„ Ij I I'lllpN I'IUII' �IDI' II�IuNlllnlllll!1III���81 IIII Illilllll,lllllpll ,, ,,,,,, ,,,,,,,,,,,,,Jilt llIIIll. ll „„ ��� ( _ I I �''Il - - ..� � IIIIIIIIIIIIIIIIIIIIIIIIIIIII , ., � i� • Ti �n , � .��IIIIIN III7'kitchen y7ent 0. to roof can ap !n!�+! Jill .J �, \► - - ' • • uNNNNlIII NINNNNNNNIII!NNNNIIN'II!NN" NI I I II INI �' me u AIM L•h_ra " 7., 9!I! ■r►rrrir■i M � � 04 „ �ll'IIgII�i�INNJ�I IIIII�III �I�� �1a !iiJ III �+ ���5i111 NNlulila►IIIIIINNIN�INIIIIHNI� ihIIIINIl�NNnIU��!IN! IIIII iii� iil iilN Illcoi t� III��t• I iOP4N DININd - _ r--z�.ctia�■r IIINIIIIIIIIIIIIIIII[II � �IlINS�= I �I llllllillllllllll1111111111�1111i1; Idl ;;iIIIIIIIIWIIIHIIIlIIII = � ��� • • ' • IIIIIIIN���Illd�l��hill!'!i"!III�iIJI�IiIIIIII�IIIIINIIIIIIIIIIII i 9� P.H. -_�. �. A IIIIIII II,111�Ic,INIpIRllillll�ll,lgIIIIIhIII,I�IJI,,,hh�IJill IIilIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIINIIINI,lilll�lllllclllllclllli; I�IIIINIIIIIiiiil�iiiNllll 111 �'"'� '�' mm�wnnnn1ll17mnIInIUI11nu17n�IIlU�II p18i1gplllAyl�lllilinunu �i ice® ®�� Transfe" r ducts/grilles sized in compliance with Florida Residential Building Code - M1602,4 Balanced Return Air, exceptions 1-3. Builder Must provide unrestricted 1 Inch undercut on doors to habitable rooms. H❑NEYWELL Y8150 FRESH AIR VENTILATI❑N SYSTEM 6' SNAPL❑CK, FLEXABLE METAL PIPE, OR FLEX n1l INSULATE W/ 1.5 IN DUCT WRAP Y8150 FRESH AIR DAMPER 4.0 TON W/8KW @240V 1PH 24x16 rad 18x16 plen AHU HANGING IN ATTIC scale I1/8''=110' 8 WALL CAP WITH INSECT SCREEN OR TO 10x10 RAG ❑UTSIDE AIR DETAIL TO S❑FFIT OR WALL CAP 2-CAR 1 20� GARAGEI 27-T x 2V-T ' 236 I 1 01 1 42X42 A/C SLAB BY BLDR MIN 2g FROM R WALL 1st FLOOR PLAN 1/4"=1'-0" Must have a minimum clearance of 4 inches around the air handler per the State Energy code, All duct has an r=6 insulation value, � Q u) rn = z ~ o V) C/) 110 > T---i oo ts-D LLJ W CD � � F- CC) Q CT) ou u--) r-, Niiiii-I (::D Ld 0 Ld J n L� II XM� z z M a r-1 J Ld Ill I —1 /-1 I--LL /� W I-1 z O • U) m 0 z 0 W JQ�m�—Q -1 O Q m IL -i (f) 0 0 File Copy C x C v 0 1*1 110x10 4wcd 175 8' LOUN E 1g-O'x10r 9'-0" G.H. 175 1Ox10 19 9'-4' 4wcd 16 12x x16 florQg BEDROOM #3 11W x 1r-r A 9'-4" C.H. I W.I 115�' x 35 10x6 1wc -3# bath duct 1 . \ . roofcap 1 "A ■ an �EBlnitlilnn'iai Mv I T❑N W/5KW @240V 1PH 18x10 plen 20x12 rad AHU HANGING IN ATTIC scale 11/8'=1'0' z-2 z :�--I� 1 1lwc. W-4" C.H. Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. z O f VJ m I —I Q > W /�y���� W W LV �--� 0 Q (U OJ � � O J � Q � W Q X r-1 � z � W z-1 M a LLJ W q H =a a Q z .. o >- r _ w •• •• >_ z z o LOU* J Q� Q o D Q Q� m IL I (J) n I) B File Copy