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BP-03-1682_Plans V n N U tV In M u 04 ' Q:f < r, cV Ld 3 :_ c0 PLYWOOD SHEATING NOTES : 5 8" CDX EXTERIOR PLYWOOD NAILED WITH W �° SPANISH "S" ROOF TILES OVER (t) 8X8 8D- NAILS CONC. RAKE BEAM W/2 #5 CONT. „ „ # z :D to _ o 0 LAYER OF 90# SLATE HOT MOPPED SPACED 6 O.C. 0 EDGE 6 O.C. INTERIOR TYPI'C.AL ' _ # FELT TIN TAGGED 2 LAYER 30 1) X4 " ' X ' BRACING NAILED TO BLOCKING OVER 10 D NAILS @ 4" AT GABLE END. • ( OVER 5/8 EXTERIOR GRADE PLYWOOD W/3 -16D NAILS EA. END TYPICAL # ' ' #30 FELT 2 » MIN. LAPPED,TIN -CAP 32 GA. X1 O�8 DIAM.' Z ::D t -,° TOP OF T.BM. O . C . LL ry _ ELEY.= 19' -4' 'X' SEE STRUCTURAL PLANS BRACING IN DOTTED LINE SHALL BE ' , NAILED 4 12" J PROVIDED AT CENTER OF GABLE END 2 "X4" BLOCKING @4'NAILED W/2 -16D NAILS I NOA 04- 0712 .02 EA. END TO TRUSS TOP & BOT. CHOR OA 06 D COLOR TILES (TO MATCH EXIST.) OVE cn ZO NE s +48.68 ! VOA 06= 1201.05 �N- 1201. 26 GA.GALV. METAL DRIP OVER ( # (- ) LAYER 30 FOR CONNECTOR LAYER OF 90# SLATE HOT MOPPED z -64.35 1 FELT TIN TAGGED � i'IXVP AIAD®W.5 - fIXEp ,NIN S OVER 5/8 EXTERIOR GRADE PLYWOOD Oow OVER 1 "X2 P.T. " NOTE 1 1 -J Z =I. � WD. NAILER CONT. ° ° TO MATCH EXIST. O U 2 "X8" WD. FASCIA N f � 1 J " 3 x 3 26 GA .GALV. METAL DRIP R0 PRE -FAB WOOD TRUSS AS 0 > Si H -4 HURRICANE TIES LAPPED 6" AN ��P' PER MANUFACTURES SP CS. F.F 2nd ® EA. O A.OUT LOOKER CONNECTION D NAILED � 0 0 ELEV. =10 -4 W /4 -8D NAILS TYPICAL @ 4 "C.C. OVER 1 "X2" P.T. tr 4 'k BATT INSULATION (R =30) 0 -' - - - - WD. NAILER CONT. A nnn 2 NOA 06- 0405.06 _ "X4 P.T.CONT.TOP & BOT.W/ \ TOP OF BEAM HR 3040 �- - - - - -� - -- i NOA�06_0 INOA 06- 0316.05 1 /2 "XS" A.B. @4'-0 TYP. EL.= +19' -4" . X6" A.B @ 4' -0" TYP CONC.FILL CELL BOT. 2 " X8" WD. FASCIA 1/2" GYPSUM BOARD ON 1"x3" OR METAL HI -HAT tr1 WRUSS NAILS EA // . I . FURRINGS AT 24" O.C. 1/2 GYPSUM BOARD ON 1"x3" OR METAL HI -HAT i 6 ; X FURRINGS AT 24 2 P. T. WD . FIRE STOP H D.C. o.c. LIGHT TEXTURE STUCCO � ZONE s H ,� apa ON METAL LATH 68.68 ZONE 4 ZONE 4 BAIT INSULATION (R =30) SEE STRUCTURAL PLANS :22 +51.29 -55.64 -55.64 F.F CONC.BEAM FOR CONNECTOR I '� +51.29 +51.29 I - - - - - - ELEV. =O -0 4 "X16" SCREEN VENT AT 9 GABLE END DETAIL ' -0" O.C. A V 1 SIDE ELEVATION (SOUTH) ) CALC. I 1X2 P.T. WD. FIRE STOP SCALE 3/4" = i' - A =3496 sq /ft BELOW 8' -0" PERIMETER =251' 3496/150 =23.31 sq /ft CONC.BEAM SEE STRUCTURAL PLANS 23.3/0.89 =26.2 VENT 1 "X4" P.T. WD. FIRE STOP PROV.- 28.VENT. NAILER CONT. (TYP) I 4" WOOD BASE BOARD SUN 2 9 2007 o_ (SEE FINISH SCHEDULE) Q -' SPRAYED INSULATION (R =5) By;, ° - - ....... I a HURRICANE STRAP .SEE STRUCT. PLANS 3/4" PLYWOOD DIAPHRAGM W 110d TOP OF T.BM. AT PA � LS DGES BLOCKING 2" ELEV. =19 -4 � NOMINAL. PLYWD. SHALL BE GLUED HR 3D30 _dn HR 3030 W/ ADHESIVES MEETING REQUIREME TS OF A.F.G -01 FLOOR NOA.06- 0405.06 NOA 06- 0405.06 PERMIT 2nd Miami Shores Village E -FA8 WOOD TRU SSES 4" O.0 d- Z 5 ZONE APPROVED B �( DATE I (BY OTHERS) BA ULATION 'R.=11) ZONING DEPT • F.F 2nd ��} CONC.BEAM FOR SIZE & REINF. SEE PLAN i BLDG DEPT `Q ELEV. =10 - 4 SUBJECT TO COMPLIANCE t ALL FEDERAL. I - ' EXISTING EXISTING EXISTING STATE AND COUNTY RULES AND REGULATIONS 1 I , r- 5/8 1 GYPSUM BOARD ON x3 OR METAL HI -HAT °� FURRINGS AT 24" O.C. II 1"X4" P.T. WD. FIRE STOP 00 > 4 IL LIGHT TEXTURED STUCC'� �= = ON 8" CONC. BLOCKS, O I-►J VERTICAL BAR IN CONC.FILLED CELL L>_ I I - SEE FOUNDATION FOR LOCATION F.F ( ) Z ELEV. =O -0 w Q I l.. O SIvc ELEVATI NORTH ' I �-_ Q °-� I o -co [3/15 =i -u" Q � .. L 1"X4" P.T. WD. FIRE STOP Q V- 1/2" GYPSUM. BOARD ON ��1 "X2" p z U) WOOD FURRINGS AT 24 O.C. W NAILER CONT. P.T: . ( WOOD O TYP) n 0 O Of ' PROVIDE HORIZONTAL JOINT REINFORCEMENT 0 16 "O.C. I 4" WOOD BASE BOARD 0 O (/') EVERY OTHER BLOCK COURSE I o_ (SEE FINISH SCHEDULE) #8 LADDER TYPE TYP. J TOP OF .BMA ELEV. =19 -4 NOA 03- 0925.01 - _ NOA 06- 0606.02 o - HR.3040 y w PROVIDE 3/4 ". RECESS AT BLOCK II g ZONE 4 ZONE 4 WALL ( TYPICAL ) +48 i GROUND FLOOR o NOTE 1 ZONE s I GARAGE FL. FIN x x + 1.2 00 x x x EL. +0' -8" 0 F.F 2nd -- I I I =1 II=I 11=1 =1 I I -11 i t =1 1 =1 11 =1 I I I -1 1 =111 =111 =1 1 =1 I P1 1 -1 I �! I► -1 I ELEV. -10 - 4 1 =III =1 = I ( = _ - - _ _ I_I I I_I _ T -I I i- III -I I I _,• , I I -� III - I (1 =11 I (� I - I � I =III � .! OISTURE BARRIER (.006 IN. V{SQUEEN) NOA 06- 0405.06 NOA 06- 0316.05 �NOA.06- 0316.05 - I I =111 -) I I =11 f =III = 1 atiw.3D4o:•. - -- __ - - -Ii 4" CONCRETE SLAB W /6X6 10/10 W.W.M. •'' e ON 95% WELL COMPACTED FILL ALL DRY DENSITY (DOUBLE WIRE MESH AT PERIMETER ) o CONC. FOOTING (FOR SIZE & REINF. SITE ZONE 5 FOUND. PLAN 64.35 ZONE 5 HR 4040 HR 4040 +48.68 -68.68 ZONE 4 ZONE 4 - +51.29 F.F +5; 29 +5129 TYPICAL WALL SECTION REVISIONt TOP OF T.BM. ELEV. =O -0 REVISION2 ELEV =19 -4 NO 04- 0712.02 NOA 04- 0712.02 SCALE 3/4 pp _ 1 -0 - - ' ` (� NOA 06 04 05.06 NOA 06- 0405.06 REAR ELEVATION (WEST) REVISION3 NOTE 1 REVISION4 G.0 TO PROVIDE ALL NECESSARY SHOP DRAWINGS IJUA:02o12205 AND CALCULATIONS. e .. r HR 4040 HR 4040 ZONE s' RAILS SHALL REJECT A 4" DIAMETER SPHERE ZONE 4 ZONE 4 55.64 SHALL BE 42' HIGH MIN. + ' s +51.2s +s F.F 2nd - - - (BY OTHERS) NOTE 2 ELEV. =10 -4 ALL WINDOWS AND DOORS NOT IMPACT ZONE 4 ZONE 4 RESISTANT, REQ. SHUTTERS 47.82 1-49.99 BY SEPARATED PERMIT W/ PRODUCT APPROVAL +43.47 +45.64 000n oo�a r�u�c� f . . a�oo �oo� c�oao m I�aoo 0000 ca�oo -1 1 1 L I I I I I I I I I I I I I I III Il- L = 4=;A =6;=1 =6-;= I FA=;= I I E=:;:� 6:;=& 1q=:1 =6 p6 I 1 1 = 6 F.F 0000 ®� d n;-A CITY 000 .,ten• n4 c.07IA. nG aM n1,_ nA ?4s ns f t T APPROVED TRUSS ANCHOR SY BUILDER iQU,a2E CUT OVERHANG 12 I i I I 2X8 FASCIA 1 I y I APPROVED TRUSS ANCHOR BY BUILDER BOTTOM = 02 TOP = 4X2 1� t I Nov 2 9 2006 I I 41' -9� CITY C 64 35' raked beam _ �' CO— I _ 0 . Miami shores village TRUSS END DETAIL At APPROV B Y DATE BEARING HEIGHT SCHEDULE Al ZONING DEPT ALL WALLS SHOWN ON THIS LAYOUT AR TO BE LOAD BEARING BLDG DEPT Al > » SUBJECT TO COMPUAt ALL FE EAAL 1 — 4 Al A STATE AND COUNTY AND RE 5 3 17,_10 1 r t N Al cs g' p„ Al L- t ri ai ri r A2 AG3 TRUSS LOADING CONDITIONS ROOF TRUSSES j FLOOR TRUSSES A4 J1l e II TOP CHORD LIVE: 30 I TOP CHORD LIVE: 40 J11 TOP CHORD DEAD: 15.0 TOP CHORD DEAD: 20 WAU TO x o A4 m K. 0 CO BOTTOM CHORD LIVE: 0 BOTTOM CHORD LIVE: 0 C C C C BOTTOM CHORD DEAD: 10 IBOTTOM CHORD DEAD:5 JA FG2 E C CO TOTAL LOAD PSF 55 TOTAL LOAD PSF 65 raked wall A4A I J7 ' STRESS INCREASE: 1.33 I STRESS INCREASE: 1.0 = THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 140 MPH A6 CJ5 WINDS USING 5 PSF TOP CHORD DEAD LOAD AND 5 PSF BOTTOM CHORD ,. LEDGER BY BUILDER : DEAD LOAD I MILES FROM HURRICANE OCEANLINE, CAT. 2, EXP. C(ASCE 1 - 02) COLUMN TOP( a 0 A7 CJ3 NOTE: I , AB cJt 1 '; � YOUR SIGNATURE WILL ACKNOWLEDGE: j ' 0 1) AUTHORIZATION FOR FABRICATION. I A9 a i 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, I A9 INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC �- 3) TD1JS`�E`= '.,NILE -RE MADE IN STRICT �'!CCORDANCF A.9 2X5 STRUCfURAI SUB FASCIA BY BYUILDER ' WITH THIS TRUSS LAYOUT. A9 IMPORTANT NOTE: SPACE COA5T INC, is a truss monuroctura whose responsibilitief es monufoutured by it. design drawn and dowmente, and the msidlation and broc'my of the trig I'snited ty those described in WTCA 1 -1995, besign Responsbditiee.' r Acocrdngly, disclmms any responsibihty liobiliiy for the Construction raked g �; o ° ; g SIGNED wall I LEDGER BY BUILDER ® ; ` D M e M � =moa'� ! 14� 3 { 21' -6 L 4 '_ " 7'- " �, o M X s a a 41-9 TITLE I � � M � _ � , r� � ��Cn� DATE as a�T� � -- � I 24 „ O.C. EXCEPT AS SHOWN � - � � ® ¢ �, T . �.m n ��, e,F ALL SPACING S 1� s e s ri o D 2 DO NOT CUT OR ALT - r, -, _. was T j � . rya . C _ �a , ..� c = >7 R TRUSSES WITHOUT ' I � .� �,. � � �,. � � � � 2 � :.Y SAY y �. M I a, AUTHORIZATION FROM THIS OFFICE M tco2, ��a�� N C ti � � ; � �; � � � THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF A e"i CON'. BY BUILDER ® ANY BROKEN COMPONENTS AND /OR MISSING PIECES. �,� � � � NO BACKCHARGES WILL BE HONORED. M J ` E WARNING CONVENTIONAL FRAMING, ERECTION AND /OR PERMANENT BRACING IS NOT THE RESPON CDO r • m = o g m SIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS FABRICATOR PERSONS 3 Q w f �` ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING CL 5 •+ �i ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND m ur o D D URING ' W TRUSSES PERMAN OOD B RACING W COMMENTARY AN RE QUIRED N SPECIFIC APPLICATIONS SEE 'BRACING 1 _ RECOMMENDATIONS” (HIB -91) FOR FURTHER INFORMATION. TRUSSES SHALL B INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING cl. IS APPLIED DIRECTLY TO TOP AND /OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE O PERSONAL INJURY NOTE: 7 �. ca IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT v1 C? a S I° TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO s SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS 07, a ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL I ' 1 EQUIPMENT AND /OR PLUMBING (AND THEIR CONNECTIONS) IN z ` TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. te F r a" HANGERS. n U 1 F: = A — HUS26 N v An' c- B — HGUS26 -2 -n :m C _ HHUS46 �� 1= X THJA26 W I E — HGUS28 — —2 R U THDH7212 E { s 0 S QP �E COAS. SPACE COAST TRUSS, INC. ES , t98e 5 9500 WEST ATLANTIC AVE. T DELRAY BEACH, FL 33446 R"ss I N c. 561- 499 -1090 If 27 dG www.sctruss.com CUSTOMER: GE I MEHTA,SAILESH 4 MEHTA ADDITION MIAMI -DADE COUNTY A\ TAT OP Q SCALE; DATE: DRAWN BY. DRAWING NUMBER o�FSSfl0 3/16 " =1' -0" 10/19/2006 AKIN D "r 679 NAL _ 4" ® 1/8" SLOPE 4 "1 /4" SLP.(23 FU) l� � M N N TO SEPTIC TAN CO REQUIRED PAN NOTES: Q o r, 1 / 2 HB 2 -WAY Where water heaters or hot water storage tanks are LLI P co installed above the ground floor space, or in attics or ceiling areas, the W �� m o..� tank or water heater shall be installed in a galvanized steel or other Z � ca o 0 3 UP(10FU) metal pan of equal corrosion resistance having a minimum thickness of 24 U ° gage, 0.0276 inch (0.70 mm). Electric water heaters shall be installed in W 0 - a metal pan as herein required or in ahigh— impact plastic pan of at least Z � r ,° 3'1 SLP.(13 FU) 0.0625 inch (1.59 mm) thickness. L�_I Of I- 2" VTR 0 Pan size and drain: The pan shall not be less than 1 -1/2 U) inches (38 mm) deep and shall be of sufficient size and shape to receive Z all dripping or condensate from the tank or water heater. The pan shall Z F— Q 1/2 CW /HW be drained by an indirect waste pipe having a minimum diameter of 3/4 _J Z 0 inch. D Q GAS WH '- 3"1/4" SLP.(4 FU) O (/) NEW 1 CAR Pan drain termination: The pan drain shall extend full —size ( 1 z 00 60 and terminate over a suitably located indirect waste receptor or floor �—/ O > drain or extend to the exterior of the building and terminate not less 211 3 SLP. U) NEW 2 CAR than 6 inches (152 mm) or more than 24 inches (610 mm) above the adjacent U U GARAGE ground surface. 2 "1 /4" SLP.( FU) RELIEF VALVES NOTES: Relief valve. All storage water heaters operating above 3 "1 " SLP.(7 FU) atmospheric pressure shall be provided with an approved, self — closing (1/ C HW I (levered) pressure relief valve and temperature relief valve or combination { I- 3 „ thereof. The relief valve shall conform to ANSI Z21.22. The relief valve shall not be used as a means of controlling thermal expansion. ° 3/4 CW /H Installation. Such valves shall be installed in the shell of W TO 2nd FL. 2" VTR " the water heater tank. Temperature relief valves shall be so located in the tank as to be actuated by the water in the top 6 inches (153 mm) of CD the tank served. For installations with separate storage tanks, the valves shall be installed on the tank and there shall not be any type of W 3 4" CW H W valve installed between the water heater and the storage tank. There shall not be a check valve or shutoff valve between a relief valve and FROM HOUSE the heater or tank served. B 1/2" O �® BAR PLUMBING GENERAL NOTES 0 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE O FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES 2" VTR TERRACE THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. G 0 0 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES oil AND PAY ALL FEES CONNECTED THEREWITH.\ 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 7. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST —CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. 11 AS PER F.B.C. 604.9 Water hammer. The flow velocity of the water distribution system PLUMBING shall be controlled to reduce the possibility of water hammer. A water — hammer arrestor shall be installed where quick — closing valves are utilized, w 00 GROUND FLOOR 3/16 " =1' - unless otherwise approved. The arrestor shall be located within an I`0 effective range of the quick— closing valve. Water— hammer arrestors shall LLB T— conform to ASSE 1010. Access shall be provi o ded to water— hammer arrestors. 0 Z � i z o (f> > Q FE In o , �o 3" DOWN(10FU) C-) SHO ER ALVE W/ Ld TEMPERA UR PRESURE Z (/) BALANCE MI G VALVE H WC "1 /8' SLP.( 10 FU ) (jj O � 1/2 " 2" O 2" VTR o- � � � Q Z 0 FR M 1st FL. LAV 2" W I C O (n 2" VTR ROOM "1/4' SLP.(6 FU) 3/4 ... 2 n,- Q LAV EXERCISE ROOM 2" VTR 211 F RO 1st FL. BT 3_ 3/4 3/4 W M 11t FL. 2" VTR W I , C ROM 1st FL COLD & HOT WATER ISOM. UNIT -A NOTE :; NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN & LAUNDRY TO FINISH ABOVE SLAB. SANITARY RISER COLD WATER NOTES: 1 " 2 PIPE OR LESS TO DRAIN ®1 " HOT WATER 4 SLOPE — O / REVISIONt 22 -12 -08 3" PIPE OR MORE TO DRAIN ® 1/8" SLOPE NOTE: PROVIDE VACUUM O PROVIDE ANTI —SCALD VALVES FOR TUBS BREAKER FOR ALL REVISION2 AND SHOWER HEADS HOSE BIBS & BIDETS REVISION3 PLUMBING FIXTURE SCHEDULE REVISION4 ko SYMBOL FIXTURE WASTE TRAP VENT C.W. H.W. SPECIFICATIONS REMARKS WC WATER CLOSET 3" INTEGRAL 1/2" — I HWC WATER CLOSET 3" INTEGRAL 1/2" HANDICAPPED LAV LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2" COUNTER TOP HLAV WALL LAVATORY 1 -1/2" 1 -1/2" 1/2" HANDICAPPED BD BIDET 2" 2" 1/2" — BT BATH TUB 2" 2" 1/2" 1/2" SK STAINLESS SINK 1 -1/2" 1 -1/2" 1/2" 1/2" DOUBLE COMPARTMEN' DW DISH WASHER 1 -1/2" 1 -1/2" 1/2" 1/2" PLUMBING WM WASHING MACHINE 2" 2" 1/2" 1/2" HANDICAPPED 3/16 ' 0 E SECOND FLOOR - - � �; '� I'� '� E T P1 C -17 C -17 C -17 U) n N Lo w.P W. W.P GENERAL ELECTRICAL NOTES lJ l o N L EGEND - ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE W ry vi o to pp FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED Ld o 19 ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT z � o;.o.o, C -20 r C -20 — ELECTRICAL OUTLET CIRCUITS FROM THOSE IN THE HABITABLE AREAS. W (�'- o vv _ \ o -21 i C -21 OLD CU - NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW C 19 ❑ LIGHT RECEPTACLES BASE FLOOD ELEVATION. C- 6,8 GF C 1FI 1 � 1 -WAY SWITCH - � O � A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD z ®o �o � RilKLER ELEVATION. � F_ 0 C -12 NEW c 1�A I OC -14 @ SMOKE DETECTOR - MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE J z GARAGE C -21 C -21 FLOOD ELEVATION. O D z Q C -24 TV TV NEW 2 CAR NE CU ELECTRICAL OUTLET -20 ID GARAGE 3 - WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE U O ® C -20 GFI $ 3 -WAY SWITCH ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT ®° o GFI AGENCY REQUIREMENTS. U U ELECT. PANEL A E.F. EXHAUST FAN - ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY 0 WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION N!rl ::�l _19GF — ® HI -HAT ESTABLISHED BY THE LANDLORD. - ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED - ELECTRI L C -20 C 20 C -20 FLUORESCENT LIGTH CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE' AND PAINTED TO MATCH METER -20 i 20 COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN W ® MAIN DI NN. ELECTRICAL PANEL SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". o mm CD_ v COMBO P NE . — , FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL NMI - W LECT. PANEL B �� . DISCONNECTOR VIBRATING EQUIPMENT SUCH AS MOTORS ETC. ALL WIRING DEVICES SHALL BE LEVITON 'DECORA" SERIES OR EQUAL TO 2 F G c _ 2 - ELECT C - 20 TELEPHONE OUTLET AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ' —18 C -19 ARCHITECT. IW -18 OGFI GFI /WP - ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS O _ - - OTHERWISE NOTED. — 18 GFI 17 OC - 17 C W. 17 J FAN W/ LIGHT ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL BA _ GFI EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL — 7 C P C - 17 CONTRACTOR. O TO 2nd FL — ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND TERRA E SUSPENSION SYSTEM FOR SELECTION OF TEIE PROPER TRIM AND SUPPORT C -1 ARRANGEMENT OF THE FIXTURE. C -18 TV TV OUTLET — ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE 0 o ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. C -18 ROOF TRUSSES - ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. 3 18 WIRES OF OF & 20A , NS ALL IN ALL HOUSE, O OUSE,SHOULD � ®� BE PROTECTED W/ INTERRUPTOR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 C 17 0 .P J ATTIC KITCHEN OR BATHROOM LIGHT SMOKE DETECTOR D LINE SIDE 120 V xw. OF SWITCH SMOKE DETECTOR ,,;,.w.,,.r.k .r� r,,. •,: ,, . , .ti,x;.. .;•,:W.Y° !80TH SHALL NOT BE PLACED SWITCH WITHIN 3 FT. OF ANY STORAGE A/C GRILL. UL SYSTEM N— WL 3044 STOP IA SWITCH LEG PHASE CONDUCTOR Q ELECTRIC PLAN SIDES SMOKE DETECTOR F- RATING: 1 OR 2 HR. T RATING: 1, 1�" SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) GROUND F LOOR 1 - HR. FIRE SEALENT DEPTH \" WITH \" CROWN, CONNECTION DETAIL NTS TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING I I ICJ SEALANT TO BE MANUFACTURED BY RATED CEILING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE SCALE 3/16 " -1' -0" TREMSTOP IA CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT ry CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH O W 1 UNIT SHALL BE INTERCONNECTED L'- Z 12o/24 ELECTRIC PANEL " " 200 AMPS M o > Q 1PH 3W A SURF �- ACE MTD. Q° o � �® CIRCUIT +, O FUNCTION VOLTS C/B TRIP WIRE LOAD D � C 22 C -22 � LL V.P C— 1,3 RANGE 240 2P -40 #6 12000 Q C— C 24 C - 22 — - -�� C -23 C_ 2 REFRIGERATOR 120 1 P -20 #12 1500 w (n Z C -24 C -22 C- 4 DISHWASHER 120 1P- 12 1200 O LLJ O ry LLJ C -1 ao C -24 02 C -22 1C C -5 G.F.I. OUTLETS BATHROOMS 120 1P-20 #12 1500 0 Z oo O= 24 c — THRO❑ C -6,7,8 SMALL APPLIANCES 120 1 P -20 #12 4500 O Q O U7 C C —g MICROWAVE 120 1 P -20 #12 1500 n — EXERCISE ROOM C -10 -15 LIGHT & RECEPT. 120 1P -15 #14 8466 < 24 C- � _ C- 40,42 SPACES � V.P C -23 4 �1 12 A P C -2 C -22 FLOOR AREA = 2822 S.F.© 3 WATTS = 8466 TOTAL LOAD = 30666 NOTE. ALL ELECTRICAL EQUIPMENT C -23 I WIRING RATED ® 75" C C -23 c 23 120/240v ELECTRIC PANEL COMBO � IC C -23 C -22 1 PH C -23 C -23 C — 3 CIRCUIT FUNCTION VOLTS C/B TRIP WIRE LOAD 2 D C— 1,3 NEW A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) FROM 1st C - 21 C - 22 C 2,4 OLD A/C # 2 CONDENSING UNIT 240 2P - # (4000) ® C— 5 22 SPRINKLER TIMER 120 1P -20 #12 1900 / CW.P1 C -21 W.P C _ 6 SPACES C 21 C -21 —21 C -21 TOTAL LOAD = 9900 C -18 REVISIONI 22 -12 -08 EL ECTRIC PLAN 120/ PANEL B ELECTRIC P 200 AMPS MCB REVISION2 OM 1st FL 21 SECOND FLOOR 1PH,3W SURFACE MTD REVISION3 t SCALE 3/16 " -1' -0" 1 '3 / CIRCUIT FUNCTION VOLTS C/B TRIP WIRE LOAD REVISION4 /l >g e k & tr6l7 9 C— 1,3 NEW STRIP HEATER /BLOWER #1 (10.0 KW) 240 2P -60 #6 10000 C - 21 v ��/- C— 2,4 OLD STRIP HEATER /BLOWER #2 (10.0 KW) 240 2P -60 #6 10000 EXISTING NEW / c.-� tr✓'�� C— 5,7 WATER HEATER (GAS) p. PNL PNL � v - C- 6,8 DRYER 240 2P -30 #10 5000 METER DISC. DISC. 00 A 00 � RATING JA ' C— 9 -10 SPARE CAN O 00 A.200 A. — — C -11 CUSSI 120 1P -20 300 A — 1500 3 -2/0 THW 3 -2/0 THW 12 IN 2 " CONDUIT IN 2 " CONDUIT C -12 WASHER 120 1 P -20 #12 1500 C -13 GARAGE DOOR 120 1P-20 #12 1200 ELECTRICAL LOAD CALCULATIONS C - GARAGE DOOR 120 1P -20 #12 1200 C -15 G.F.I. OUTLETS BATHROOMS 120 1P -20 15 GROUND ELECTRODE — OO + 3 #3/0 1 # 2 TO FOUNDATION REBAR CONNECT LOAD LESS A/C — ( 69.5 -20 49.5 KW #12 AS PER N.E.C. _ / 3" CONDUIT ( ) & cwP = _ C -16 BAR SMALL APPLIANCES TO F.P.L 10 KW © 100% 10.0 KW 1500 — 120 1 P -20 12 39.5 REST © 40% = 15.8 KW C -17 -24 LIGHT & RECEPT. 120 1P -15 3585 ELECTRICAL RISER DIAGRAM _ C � I A/C OHTNG 100% = 20.0 KW C— 40,42 SPACES J DEMAND LOAD = 45.8/240 = 191 AMPS. FLOOR AREA = 1195 S.F.@ 3 WATTS = 3585 TOTAL LOAD = 36985 E I 0�0 00 00 C _ o _ o .. 0 0 U 0 I L a l i v 1A { t. F MAR 0 6 2009 BY: -------------------- PERMIT 4� o MIAMI SHORES W AGE APPROVED I ZONI STRUC (I IF." ._ I C T e/, SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REC`. JLATIONS F a � LO � r W Q o N. «a n N Uj • L �p tD z � � G Ln N. E. 105th STREET �-° E �° / / W cD U W� EDGE OF PAVEMENT D U �Q U z = o Lo > U 0 c /M 5.0' SIDEWALK m 7E.0 ' 30 EXJS FIELD 1 1/4" WATER LINE N N a EXIST. UNOBSTRUCTED AREA SEPTIC TA K 9.9' A 16.0' 50.1' N oO \. z w ASPHALT EXISTING DRIVEWAY 11.3 w c. ONE STORY RESIDENCE o co # 0 POR H WASHER r�C RELOCATE W AND DRYER .. 0 rte" O �A CONC WALK. F:LE"t: = 12.26' NGVD Li- � � +� 11.3' L Z r4-) PROVIDE NEW OPENING ( W - - BLOCK UP WINDOW TO ACOMODATE BLOCK UP WINDOW ' i °�r'� Q _ `� o OPENING NEW DOOR OPENING ; LrJ c `� L✓ _j I cy) MOM — rz ELOCATE OOR BLOCK UP WINDOW C:) 0 OPENING D — Q Lo l� 50.0' , W 9.9 , 15.8 � z � W I �00 F.FLDOR W O c / E'..EV, = 1 2.26' NGVD Z 0 0 X 22' -8" 0 Q 0 (_ \ EXISTING FLOOR PLAN (DEMOLITIO > 13.6 PROPOSE SCALE: 3/16 = 1' -0" Q TWO 'STORY 39.4' TWO � � CONC. ADDITION EXIST. RETAINING TERRACE WALL \ \\ - F.FLOOIR \ co ` ELEV. = 11.68' NGVD 4 I ASPHALT i� DRIVEWAY N DEMOLITION NOTES 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING WORK DEMOLITION WALL LEGEND 2 -G.C. IS RESPONSABLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB EXISTING BUILDING ELEMENT TO REMAING / 3- G.C. IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP EXIST. WOOD ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION DECK ® EXISTING BUILDING ELEMENT TO BE REMOVED p 4- IN THE EVENT THAT ANY DISCREPANCIES ARE FOUND DURING THE DEMOLITION 3 f STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR TO Q PROCEEDING WITH THE WORK Ln +�° 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS b ^0 SHALL BE CAPPED OFF 30' -0„ 6- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED 115.0' SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULATION WITHING 7- G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES,OR 1. REVISIONI LEGAL DESCRIPTION FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL SITE PLAN LOT 1, OF MIRROR LAKE SUBDIVISION .' '• 8- G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY 2. REVISION2 , 1/8 =1 -0 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK -56 OCCUR DUE TO THE SCOPE OF WORK. ZZ 9- G.C. IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO 3. REVISION3 AT PAGE -15 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA THE DEMOLITION OR CONSTRUCTION of THIS PROJECT. DESCRIPTION SQ.FT 10- G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMENQING WORK. 4. REVISION4 LOT SIZE 1596$ 0 SOIL STATEMENT EXISTING RESIDENCE 3025 PROPOSED ADDITION 1st FL. 1195 UPON VISUAL INSPECTION OF THE SITE INDICATES UNDISTURBED ®�• �Q� `" PROPOSED ADDITION 2nd FL. 1195 SAND AND LOOSE ROCK WITH A BEARING PRESSURE TOTAL LOT COVERAGE 4220 CAPACITY OF 2,000 PSF THE SITE HAS BEEN OBSERVED C G^ Pr AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE SHEET UPON WHICH THE DESIGNED IS BASED�� • •.• 1 _ • • • � c. — A I .i -- i r I (/} �Lo N Lo _j t n I I <�i 1 . ' 15' -0" 11' -0" BURGLARY INTRUSION NOTES w Ld �� 0 48� MPAX. SEE DET A - MEAN OF ESCAPE NOTE 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE z I�-0.- r At • • • KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 o POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- FC1 TYP) SEE DET A - O O ALL EGRESS WINDOWS TO COMPLY W/ F.B .C. THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE Z 0 48 MAX. DEAD BOLT WITH HARDENED BOLT INSERTS. g � o AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE � w � - T WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL 4 OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING C� (n FC1 (bTYP) SEE DET A -2 c� FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL z ®48 MAX. I MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS Z F WITH INSERTS. ' O MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL J Z KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR C Q 0 I REQUIRED CLEAR OPENING, AND NO PART OF THE DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE U Z • ABOVE THE FINISHED FLOOR AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF O > ° • NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM U (, • • • I O NEW 3 CAR EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT OUTSIDE. N CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT O GARAGE CD 00 1 1 1 LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED R EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE • _ _ _ _ _ N _ r? v POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED \A -4 ,_ 34 ,_ 4 „ \A -4 BY ELECTRIC POWER. NOTE 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON W REMOVABLE PINS. FIN. FLOOR GARAGE ELEV.= NGVD �, SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE m ❑ O RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT - 3 DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF 0 r LOCKS AND LATCHES. Q • 0 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID LLJ O CORE OF NOT LESS THAN 1 1/8" THICK. • SELF CL SER 1 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN- ' NATIONAL ZONAL STANDARDS INSTITUTES - STANDARD 297.1. 1 DOOR O 9 O NOTE: • �'`� O 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WINDOWS,EXT. DOORS AND SHUTTERS W/ PRODUCT APPROVAL WITHIN 40 OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN " it > » > 13 SHOP DRAWINGS WILL BE PROVIDED NATIONAL STANDARDS INSTITUTES- STANDARD 297.1. ® FC1 48� MAX. EE DET A - ®� 19 B �� 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND �' FC1 TYP) SEE DET A -2 • = 27 CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE ®48 MAX. TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY • I AREA TAB WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S O° TERRACE ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. __-W NOTE 4 LE, AC LIVING SPACE 1185 S/F 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE • • • • • • • INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING _ N OTE I 5 To TERRACE 849 S/F DEVICE. • GARAGE 964 S/F 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING / AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, _ FIN. FLOOR © SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE 0 1 ELEV.= 'NGVD EXISTING RESIDENCE 3179 S/F DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS d HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 1 © 14. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF • RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE • 2' 8" 4' -5" 7 DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS I-CD 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN 3" 14' - TOTAL AREA 5328 S/F DOOR FROM THE INSIDE OF THE CLOSET i� DECORATIVE BALUSTER RAILING BY OTHERS 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE RAILS SHALL JIEJECT A 4" DIAMETER SPHER OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY SHALL BE 42 HIGH MIN. FC1 t *) SEE DET A -2 0 48 TYP MAX. .. .. WINDOW SCHEDULE N I - SIZE I NO. DESCRIPTION REMARKS I- — WIDTH HEIGHT _ - GROUND FLOOR PLAN 1 ROLLING WINDOW H 4030 48" 36" W OO 2 ROLLING WINDOW HR 404C`;_ 48" 48" O w SCALE: 3/16" = 1' - 0 " Q Q 3-- „ LL_ „ ROLLING WINDOW HR 30;x` 36" 36" CAT II SAFETY GLASS z 35 -8 4 w - -- z 12' -0" 12' -8" 11' -0" I-= � Q Q 6 ROLLING WINDOW HR 3040 36" 48" 0 0 +� 7 ROLLING WINDOW HR 503,. rl 0 _j -; 60 36 Q LC) LL 6 FIXED GLASS SEE 3 ELEVATION PLANS 16 TEMPERED / 1 o w . 00 N �1I d � z >~ ,n o 1 70 $ F LX D 8 24 l t� P�•C.T w w N EXISTING CONC.TIE BEAM Z Co Q 6 .. a- GARAGE NOTES O < t _ cfl O ® 1. PROVIDE 1 LAYER OF 5/8" TYPE "X" DRILL 3/4 "X6 1/2" HOLES 0!� 0 (f) E) _ _ W,I,C GYPSUM BOARD ON 1 "X3' FURRING STR TO RECEIVE # 5 BARS. FILL 0- 00 — C�D16" O.C., 5D CEMENT - COATED OR RING o D HOLES WITH SIKADUR -31 HI -M00 � B T FrI ❑ ❑M r a SNAKED NAILS 6" O.G.PAPER TAPE - GEL EPDXY GRPUT OR EQUAL Q I EMBEDDED IN CEMENTITIOUS COMPOUND I I OVER JOINTS AND EXPOSED NAILS HEADS PROVIDE MIN 6 IN EMBED I COVERED WITH COIMPOUND AND PRODUCT 1 EXERCISE R❑ M 24" X 36" ATTIC L 0 APPROVED INSULATION OF FIBERGLASS (TYP. TOP &BOTTOM) N 1C HR S FIRE BO TED OR MINERAL WOOL BATS,OR BLOWN -IN 2O' -8 Q ' 6' -0" ' FIBERGLASS,MINERAL WOOL OR CELLULOSIC INSULATION HAVING A MINIMUM INSULATION 1 # 5 IN CONC I co VALUE OF R - 11 AS PER F.B.C. FILLED CELL 0 48" MAX D � 1.01 2. RESIDENCE TO GARAGE DOOR TO BE - I PROVIDED WITH AUTO CLOSURE AND TO BE 1 HOUR FIRE RATED 2, 5 „ „ 4, -4 v r7 N 3. PROVIDE SIGN 0 GARAGE DOOR EXISTING CBS W. I. C ® DANGER MAS WALL DO NOT OPERATE ENGINES WITH I DOOR CLOSED. CARBON MONOXIDE N rn EMISSION IS LETHAL,1 /2" MIN. LETTERS 6 m O 4. PROVIDE 2 "X6" P.T. WOOD JAMB 7 7 BOLTED TO CONC. COLUMN WITH 1/2" DIA. x 6" ANCHOR BOLTS @24" O.C. L FOR OVERHEAD DOOR RAIL, NOT a 5 MORE THAN 6" TOP & BOTTOM. Ln 1 # 5 5 0 1 r I 5. PROVIDE 60 IN MIN PER CAR OF SCR O EENED VERT. DOWELL REVISIONt o VENTILATION IN GARAGE. VENTS ARE TO BE WITHIN 7" OF FIN. FLOOR REVISION2 4' -10" 11'4 REVIS10N3 27 -6" » REVISION4 NOTE 1 RAILS SHALL REJECT A 4 DIAMETER SPHERE EXISTING CONC. FOOTING SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT A 6" SPHERE NEW TIE -DOWNS (TYPE DETAIL) (BY OTHERS) NOTE 2 36 "HT.W.R. DRYWALL SAFETY GLS.ON TOP EXISTING WOOD MEMBERS 6 A NOTE 3 SHOWER ENCLOSURE 11'-9" 2' -6" SAFETY GLASS CAT.2 & (1) 18 T E AMMPOWER W/14 I CONCRA 400 #IM TEST 14' -3" I DADE COUNTY APPROVAL N101- D912.03 EXIST. CONC. BEAM NOTE 4 WOOD STAIR WILL BE BY SPECIALTY ENGINEER. SHOP DRAWINGS AND SIGN AND SEALED CALCULATIONS WILL BE PROVIDED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER SECOND FLOOR PLAN AND WE WILL REVIEW THE SHOP DRAWINGS AND CALCULATIONS 2 SCALE: 3/16" = 1' -0" NOTE 5 PROVIDE 1 HR FIRE RATING FOR STAIR GYP. BOARD TYPE "X" 5/8" UNDER STAIR. NEvV RT SHEET 1 X18 (TYPE DE TAI L il, REGJF. EX:3TING ROOF A2 r n V v J Lo N I I PLYWOOD SHEATING NOTES to SPANISH "S" ROOF TILES OVER (1) 8 "x 8" CONC. RAKE BEAM W/2 #5 CONT. 5/8 CDX „ EXTERIOR PLYWOOD NAILED WITH #8D- NAILS Ld U ' 0 ,_ LAYER OF 90# SLATE HOT MOPPED SPACED 6 O.C. © EDGE 6 O.C. INTERIOR TYPICAL z `�`` `� 0 OVER (1) LAYER 30# FELT TIN TAGGED 2 W/3-16D NAILS EA. END TYPICAL 4" 'X' BRACING NAILED TO BLOCKING U o OVER 5/8" EXTERIOR GRADE PLYWOOD # 10 D NAILS @ 4 AT GABLE END. o a TOP OF T .BM. , , #30 FELT 2 MIN. LAPPED,TIN -CAP 32 GA. X1 5/8" DIAM. ELEV. =19' -4" X BRACING IN DOTTED LINE SHALL BE „ / z F NAILED @ 12 O.C. rl�yq; 0 2. 1o21..114 r--=�� PROVIDED AT CENTER OF GABLE END 2 "X4" BLOCKING 04'NAILED W/2 -16D NAILS W ZONE 5 02- o2 - 02- F STRUCTURAL PLANS EA. END TO TRUSS TOP & BOT. CHORD oi t•�0S COLOR T TILES TO MATCH EXIST. OVE ~ -64.35 02-0122•os _ ! s FOR CONNECTOR ( ) � � V) +48.65 " e LAYER OF 90# SLATE HOT MOPPED z 4- 51 "L, 26 GA.GALV. METAL DRIP OVER (1) LAYER 30# FELT TIN TAGGED NOTE 1 �tX1rD VJiNC�Sv �IxEp v.1lNbowS / OVER 5/8" EXTERIOR GRADE PLYWOOD 1 Q OVER 1 "X2" P.T. I- ✓ WD. NAILER CONT. " " " J z N 2 "x8" WD. FASCIA TO MATCH EXIST. O :::) Q p \ \GN (n "SIMPSON" H -4 HURRICANE TIES 3 X 3 26 GA .GALV. METAL DRIP 13 U z 0 EA.OUTLOOKER CONNECTION / LAPPED 6" AND NAILED ��(P R PRE -FAB WOOD TRUSS AS O � ELEV. = - W /4 - 8D NAILS TYPICAL ©4 "C. C. OVER 1 "X2" P.T. ` PER MANUFACTURES SP CS. U U Ock n2,. ®125,03 WD. NAILER CONT. BATT INSULATION (R =30) 1' -0" O HR 3040 0126103 ?4 02 01 2503 1/2- X6 P. A.B. 4'- 0 " & BOT.W/ \ TOP OF BEAM 130A: 02 1/2 A.B. C�4 TYP. I „ X6 A.B ®4' -0" TYP -4 CONC.FILL CELL BOT. 2"X8" WD. FASCIA W/2 -16D NAILS EA. 1/2" GYPSUM BOARD ON 1 "x3" OR METAL HI -HAT I FURRINGS AT 24 O.C. `-`- I " l N TRUSS � I 1 7- I 1/2" GYPSUM BOARD ON 1 "x3" OR METAL HI -HAT ZONE 5 HR 4040 HR 4040 L. FURRINGS AT 24" O.C. LIGHT TEXTURE STUCCO 1 "X2" P.T. WD. FIRE STOP +s8:is ZONE 4 ZONE 4 ON METAL LATH -55.64 -55.64 CONC.BEAM _ SEE STRUCTURAL RAL GATT INSULATION R _ PLANS 30 F.F ( ) +51.29 �.:.• FOR CONNECTO _ I I ELEV. 0 0 4 "X16" SCREEN VENT - � SOUTH) AT 9' o" O.C. SIDE ELEVATION (� GABLE END DETAIL 1 ' -� CALC. I 1X2 „ P.T. WD. FIRE STOP SCALE 3/4" = 1' - A =3496 sq /ft BELOW 8' -0" PERIMETER =251' 3496/150 =23.31 sq /ft CONC.BEAM SEE STRUCTURAL PLANS 23.3/0.89 =26.2 VENT PROV.- 28.VENT. I 1 "X4" P.T. WD. FIRE STOP NAILER CONT. (TYP) w_ 4" WOOD BASE BOARD (SEE FINISH SCHEDULE) Q J SPRAYED INSULATION (R =5) HURRICANE STRAP .SEE STRUCT. PLANS Q F i I 3/4" PLYWOOD DIAPHRAGM W /10d TOP OF T.BM. 'r`I NAILS @ IN. SUPPORTS AND O.0 ELEV. =19' -4 AT PANELS EDGES EDGE BLOCKING 2" HR 3D30 NpA HR 3030 ' I NOMINAL. PLYWD. SHALL BE GLUED 02 - , D125.03 07.bLlb. 3 W/ ADHESIVES MEETING REQUIREMENTS OF A.F.G -01 2nd FLOOR EL.= 10' -4" ZONE 5 ZONE 4 E -F „ _ AB WOOD TRUSSES 4 O.0 N 1 +. +51.29 BY OTHERS ( BA ULATION R:=11) F.F 2nd CONC.BEAM FOR SIZE & REINF. SEE PLAN ELEV. =10 -4 ► EXISTING EXISTING EXISTING 5/8 GYPSUM BOARD ON 1x3 OR METAL HI -HAT I -- FURRINGS AT 24" O.C. 1"X4" P.T. WD. FIRE STOP W �. LIGHT TEXTURED STUCC't¢ r 0 L ON 8 " CONC. BLOCKS; W F. F VERTICAL BAR IN CONC.FILLED CEL rr) ELEV. -0 -0 S I S � � ( EE FOUNDATION FOR LOCATION � z SUE ELEVATION (NORTH z Q 3/16 " =1' -D" 0 Q� r o o 1 "X4" P.T. WD, FIRE STOP Q 1/2" GYPSUM BOARD ON 1"X2" 0 W WOOD FURRINGS AT 24" O.C. W z 1"X2" P.T. WOOD 0 Z 00 O PROVIDE HORIZONTAL JOINT NAILER CONT. (TYP) REINFORCEMENT ©16 "O. C. I 4" WOOD BASE BOARD EVERY OTHER BLOCK COURSE (SEE FINISH SCHEDULE) # LADDER TYPE TYP. a r- - TOP OF T.BM. ,.R I => ELEV.= 19` -4"- •t,Otv:02.OIZS.03 I L_L_ HR 3040 t.10A: QZ . 03ob.07 p PROVIDE 3/4" RECESS AT BLOCK II ZONE 4 ZONE 4 WALL (TYPICAL) 1 Ll -64.5 -x4.35 GROUND FLOOR +48. B +48.68 14 N ZONE 5 0 NOTE 1 -68.68 � GARAGE FL. FIN +51.29 x F.F 2nd - - I III�� I III�� III I � I I ��IIII _ ��- ��_��_�� - - - ELEV. =10 -4 II (�I -I�I I�) I �� ) �a[►:02 0i2s• °3 I I I_, 11 =1 I -1 I 11 =1 =1 I ,I I OISTURE BARRIER (.006 IN. VISQUEEN) HR 3040 0oa. 02 .0 1 25.0 s �t oq. 02 0� zs. Q3 - II 4" CONCRETE SLAB W /6X6 10/10 W.W.M. ON 95% WELL COMPACTED FILL ALL DRY DENSITY o. (DOUBLE WIRE MESH AT PERIMETER ) CONC. FOOTING _ ZONE s (FOR SIZE & REINF. S E 64.35 ZONE 5 HR 4040 HR 4040 FOUND. PLA +51. N +48.68 -68.68 29 ZONE 4 ZONE 4 TOP OF T.BM. F.F -55.64 -55.24 ELEV. =19 -4 ELEV. =O -0 +51 2s +51 9 TYPICAL WALL SECTION REVISIONI 1�0�1' 02 -012S ,03 ROd4' OZ - Ot 25.0' OtA: 02. 1022 • tA. REAR ELEVATION WEST SCALE 3/4" = 1' -0" REMSION2 3/16 "=1' -0" REMSION3 o NOTE 1 REMSION4 N HR 45413 HR 4040 40i',:0201220S G.0 TO PROVIDE ALL NECESSARY SHOP DRAWINGS ZONE 4 ZONE 4 ZONE 5 AND CALCULATIONS. _ -55.64 R A 4" DIAMETER SPHERE F.F 2nd +51 +515.29 - +51.29 BY OTHERS SHALL BE 42 " HIG ELEV. =10 4 NOTE 2 ZONE 4 ZONE 4 ALL WINDOWS AND DOORS NOT IMPACT 1- 47. 8 2 1-49.99 RESISTANT, REQ. SHUTTERS BY SEPARATED PERMIT W/ PRODUCT APPROVAL +43.47 +45.64 I OiIiL F.F 0 0 00A' 03.04 03- o6vo -o-s FRONT ELEVATION (EAST) T 3/1 " =1' -0" N 0 A ; 03- 0 510.O'' SHE E • .. , " SECTION ou ROOF ELEV. = 19' -4" oL FINISH 2nd FLOOR ELEV. = 10' -4" 12 TO MATCH EXIST Jtt rVVIVUHItuv4 t'LAN A -A FOR NOTES AND SPEC. 1/4" = 1' -0" NOTE: ALL TRUSS TO BE WD. PRE —FAB. AND ENGINEERED @ 24" O.C. MFR. TO SUBMIT SHOP DWGS. TO ARCH. APPROVAL REQ. APROVAL IN THE CITY. I 12 af0 MATCH EXIST. 1 ALL TRUSS TO BE WD. PRE -FAB. AND ENGINEERED @ 24" O.C. MFR. TO SUBMIT SHOP DWGS. TO ARCH. APPROVAL 0000 ALL TRUSS TO BE WD. PRE -FAB. AND ENGINEERED @ 2'C O.C. MFR. TO SUBMIT SHOP DWGS. TO ARCH. APPROVAL MIMM7M o M == o00 �ooa F=7 M F=7 M F=7 F=7 OL FINISH FLOOR oommm ooa ELEV. =0' - 0" SECTION B-13 SEE FOUNDATION PLAN FOR NOTES AND SPEC. SCALE: 1/4" = 1' -0" ROOF TRUSSES � / LATCHES / MANUFACTURED 1 1/2" MIN. GUARDRAIL MANUFACTURED GUARDRAIL EXTENDED HANDRAIL 12" @ TOP STEP Z MANUFACTURED HANDRAIL o 12" Z MANUFACTURED RAILS >m 10" S PACED TO REJECT c o z ! Z 0 C14 0 Z MANUF. BALUSTER `r N HR 3030 >. M J Q M Z I CO 6" DIA. MAXIMUM x Z_ N ZONE 5 CONCRETE STAIRS +518.29 F.F 2nd 10" ELEV.= 10' -4" / I A nnn All / I I A Nlnn All A C`C`F_K Anl \/ L te r 1/2' G` WALL B F. HANDRAIL NS @ 9" 0. C. THICK IRON ,ONTIN000S /8" TYPE 'X' GYPSUM WALL =1LING REFER TO KEY NOTE 4 ALL (1— HOUR FIRE RATED ) -5/8" METAL STUDS 24" O.C. (TYP.) 4" MIN. f- HANDRAIL TO WALL TO WHICH FASTENED. Z 3• HANDRAIL SHALL BE OF SUCH DESIGN AND SO SUPPORTED AS TO WITHSTAND W A LOAD OF NOT LESS THAN 200 LBF (890N) APPLIED AT ANY POINT, Li VERTICALLY DOWNWARD OR HORIZONTALLY. SCALE: co 4. HANDRAIL SHALL HAVE A CVCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF AT LEAST 1 -1/4 AND NOT MORE THAN 2'. NEW HANDRAILS LLJ NEW HANDRAIL SHALL BE CI NTINOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. OR SHALL AT NEWEL POST TO THE WALL OR FLOOR OR 6. HANDRAILS THAT ARE CONTINOUS BETWEEN FLIGHTS SHALL BE CONCRETE STAIRS EXTENDED HORIZONTALLY A MINIMUM OS 12" BEYOND TOP OF THE RISER AND CONTINUE TO HANDRAIL DETAIL THE BOTTOM RISER. SLOPE FOR A DEPTH OF ONE TREAD BEYOND No Scale 7. HANDRAILS ON OPEN SIDES OF STAIRS SHALL HAVE INTERMEDIATE RAILS, OR AN ORNAMENT PATTERN. NOT STAIR BALCONY RAILINGS/ SAFEGUARD AND FOR THE SPIRAL STAIR GUARDRAIL DETAILS: SHALL BE APPLIED ON A SEPARATE PERMIT. 1. THE HEIGHT OF GUARDS REQUIRED SHALL BE MEASURED VERTICALLY TO THE TOP OF THE GUARD FROM THE SURFACE ADJACENT THERETO. CEILING 2. GUARDS SHALL BE NOT LESS THAN 42" HIGH. ! 3. OPEN GUARDS SHALL HAVE INTERMEDIATE RAILS, OR AN ORNAMENT PATTERN BELOW THE TOP RAIL. 4. ENCLOSURE WALLS AND GUARD CONSISTING OF MASONRY RAILINGS, OR OTHER \ �I CONSTRUCTION EITHER BE DESIGNED FOR LOAD TRANSMITTE6 BY ATTACHED HANDRAILS, 2 X 6 WD. BACKING \ / 2 X 4 WOOD BACKING WALL CABINET FOR CAB. BACKIING \ / WOOD TRUSSES AT 24" O.C. \ / BY MANUFACTURER 2 X 4 WD, BACKING I AT BOT. OF WALL / \ -. CABINET AND AT WALL / \ �I I� HUNG PLUMBING FIXTURES // \ INTERIOR PARTITION 3 METAL STUDS AT 16" C. C. GYPSUM WALL __R TO KEY NOTE )UR FIRE RATED ) ) BASE AT GARAGE 24 X 36 ATTIC ACCESS W/26 GAMETAL CLAD COVER ON 5/8" EXT.PWD.1 HR.FIRE RATED ATTIC ACCESS DET. GARAGE WALL FIRE PROTECTION DETAIL AT CEILING ROOM FINISH SCH EDU LE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS EXERCISE ROOM TILE WOOD GYP. BRD. GYP. BRD. BATHROOM CER. TILE TILE M.R. GYP BRD M.R. GYP BRD TOILET CER. TILE TILE GYP. BRD. GYP. BRD. VESTIBULE TILE WOOD GYP. BRD. GYP. BRD. CLOSETS & LINEN TILE WOOD GYP. BRD. GYP. BRD. TERRACE TILE TILE STUCCO STUCCO WIRE L GARAGE CONCRETE NONE SKIM COAT 5/8" GYP BRD 4 I COUNTERTOP WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporfing wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm on center or, not less than 2x6, where Spaced not more than 24 inches 610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attar --hment of each wall hung plumbing fixture and wall cabinet.. q _ RAILS SHALL REJECT A 4" DIAMETER SPHERE SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD' AID BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT! 6" SPHERE 1� i (BY OTHERS) 11 TYP F PROVIDE 1 HR FIRE R,ATI G„ FOR STAIR GYP. BOARD TYPE "X 5/8 UNDER STAIR. SEE FOUNDATION PLAN FOR NOTES AND SPEC. AT STAIR 1/4" = 1' -0" O 2 —HOUR FIRE RATED GYPSUM WALLBOARD /STUD ASSEMBLY O PLASTI PIPE — 1-1/2" DIA. ( OR SMALLER ) SCH. 40 PVC PIPE FOR USE IN CLOSED OR VENTED PIPING SYSTEMS WITH A NOM. ANNULAR SPACE OF 1/16" 02 A) TREMSTOP WS — WRAP STRIPS, TIGHTLY WRAPPED 3 TIMES AROUD PIPE B) TREMSTOP MCR — STEEL RESTRICTING COLLAR C) FYRE —SIL — MIN. 1/4" THICH SEALANT APPLIED TO WALL /COLLAR AND COLLAR /PIPE INTERFACES GARAGE OH.DOOR 2 "X6" P.T. W/1/2" X 4" @ 24" O.C. 6" FROM TOP & BOT. STUCCO 8" CMU. WALL 8" X 12" CONCRETE COLUMN TYPICAL OVERHEAD DOOR GARAGE DETAIL DOOR SCH EDU LE (EXT. NON IMPACT) E N0. LOCATION SIZE TYPE MATERIAL If ISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 VESTIBULE /BALCONY 3' -0 "" 7' -0" 1 3/4' SOLID WOOD FLUSH WOOD 2 GARAGE 16' -0" 7' -0" 1 3/4" METAL BUMPER WOOD 3 GARAGE ' -0" 7' -0" 1 3/4" METAL BUMPER WOOD 4 EXERCISE ROOM 2' -8" 6' -8" 1 3/8" PRE —HUNG MASONITE 5 EXERCISE ROOM (2) 2'— E " 6' -8" 1 3/8" SLIDING ALUM. j 6 BATH 2' -8" 6' -8" 1 3/8" PRE —HUNG MASONITE 7 CLOSET 2' -6" 6' -8" 1 3/8" PRE —HUNG MASONITE 8 CLOSET A/C 2' -4" 6' -8" BI —FOLD MASONITE FULL LOUVRE ' 9 GARAGE 2' -8" 7' -0" 1 3/4" METAL ! SELF ('LOSER n N l d r7LN Q Q� pc�OC W L� W o ^.. z mo o LLJ ``°° CD C, 0 W � (-D co z _j z 0 DQ V) J O > U U 0 LA __ M c� LLI _ L1— Q LLJ 00 n O W� L LLJ z 0 >0 —C O 4- ' J Q LL_ � W LLJ z W 0 00 0 0 Q REVISION1 REVISION2 REVISION3 REVISION4 SHEET A 4 1" IRON BALUSTER (LOCATE @ F F. F I 4' -0" O.C. MAXIMUM N NOTES: E ELEV. =O —0 HANDRAIL DETAILS: 1. HANDRAILS ON STAIRS SHALL BE AT LEAST 34" AND NOT MORE THAN 38" S SEE FOUNDATION PLAN ABOVE UPPER SURFACE OF THE TREAD, MEASURE VERTICALLY TO THE TOP F FOR NOTES AND SPEC. OF THE RAIL FROM THE LEADING EDGE OF THE TREAD. 2, HANDRAIL SHALL PROVIDE A CLEARANCE OF AT LEAST 1 -1/2" BETWEEN S SECTION INTERIOR PARTITION 3 METAL STUDS AT 16" C. C. GYPSUM WALL __R TO KEY NOTE )UR FIRE RATED ) ) BASE AT GARAGE 24 X 36 ATTIC ACCESS W/26 GAMETAL CLAD COVER ON 5/8" EXT.PWD.1 HR.FIRE RATED ATTIC ACCESS DET. GARAGE WALL FIRE PROTECTION DETAIL AT CEILING ROOM FINISH SCH EDU LE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS EXERCISE ROOM TILE WOOD GYP. BRD. GYP. BRD. BATHROOM CER. TILE TILE M.R. GYP BRD M.R. GYP BRD TOILET CER. TILE TILE GYP. BRD. GYP. BRD. VESTIBULE TILE WOOD GYP. BRD. GYP. BRD. CLOSETS & LINEN TILE WOOD GYP. BRD. GYP. BRD. TERRACE TILE TILE STUCCO STUCCO WIRE L GARAGE CONCRETE NONE SKIM COAT 5/8" GYP BRD 4 I COUNTERTOP WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporfing wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm on center or, not less than 2x6, where Spaced not more than 24 inches 610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attar --hment of each wall hung plumbing fixture and wall cabinet.. q _ RAILS SHALL REJECT A 4" DIAMETER SPHERE SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD' AID BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT! 6" SPHERE 1� i (BY OTHERS) 11 TYP F PROVIDE 1 HR FIRE R,ATI G„ FOR STAIR GYP. BOARD TYPE "X 5/8 UNDER STAIR. SEE FOUNDATION PLAN FOR NOTES AND SPEC. AT STAIR 1/4" = 1' -0" O 2 —HOUR FIRE RATED GYPSUM WALLBOARD /STUD ASSEMBLY O PLASTI PIPE — 1-1/2" DIA. ( OR SMALLER ) SCH. 40 PVC PIPE FOR USE IN CLOSED OR VENTED PIPING SYSTEMS WITH A NOM. ANNULAR SPACE OF 1/16" 02 A) TREMSTOP WS — WRAP STRIPS, TIGHTLY WRAPPED 3 TIMES AROUD PIPE B) TREMSTOP MCR — STEEL RESTRICTING COLLAR C) FYRE —SIL — MIN. 1/4" THICH SEALANT APPLIED TO WALL /COLLAR AND COLLAR /PIPE INTERFACES GARAGE OH.DOOR 2 "X6" P.T. W/1/2" X 4" @ 24" O.C. 6" FROM TOP & BOT. STUCCO 8" CMU. WALL 8" X 12" CONCRETE COLUMN TYPICAL OVERHEAD DOOR GARAGE DETAIL DOOR SCH EDU LE (EXT. NON IMPACT) E N0. LOCATION SIZE TYPE MATERIAL If ISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 VESTIBULE /BALCONY 3' -0 "" 7' -0" 1 3/4' SOLID WOOD FLUSH WOOD 2 GARAGE 16' -0" 7' -0" 1 3/4" METAL BUMPER WOOD 3 GARAGE ' -0" 7' -0" 1 3/4" METAL BUMPER WOOD 4 EXERCISE ROOM 2' -8" 6' -8" 1 3/8" PRE —HUNG MASONITE 5 EXERCISE ROOM (2) 2'— E " 6' -8" 1 3/8" SLIDING ALUM. j 6 BATH 2' -8" 6' -8" 1 3/8" PRE —HUNG MASONITE 7 CLOSET 2' -6" 6' -8" 1 3/8" PRE —HUNG MASONITE 8 CLOSET A/C 2' -4" 6' -8" BI —FOLD MASONITE FULL LOUVRE ' 9 GARAGE 2' -8" 7' -0" 1 3/4" METAL ! SELF ('LOSER n N l d r7LN Q Q� pc�OC W L� W o ^.. z mo o LLJ ``°° CD C, 0 W � (-D co z _j z 0 DQ V) J O > U U 0 LA __ M c� LLI _ L1— Q LLJ 00 n O W� L LLJ z 0 >0 —C O 4- ' J Q LL_ � W LLJ z W 0 00 0 0 Q REVISION1 REVISION2 REVISION3 REVISION4 SHEET A 4 4 I COUNTERTOP WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporfing wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm on center or, not less than 2x6, where Spaced not more than 24 inches 610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attar --hment of each wall hung plumbing fixture and wall cabinet.. q _ RAILS SHALL REJECT A 4" DIAMETER SPHERE SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD' AID BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT! 6" SPHERE 1� i (BY OTHERS) 11 TYP F PROVIDE 1 HR FIRE R,ATI G„ FOR STAIR GYP. BOARD TYPE "X 5/8 UNDER STAIR. SEE FOUNDATION PLAN FOR NOTES AND SPEC. AT STAIR 1/4" = 1' -0" O 2 —HOUR FIRE RATED GYPSUM WALLBOARD /STUD ASSEMBLY O PLASTI PIPE — 1-1/2" DIA. ( OR SMALLER ) SCH. 40 PVC PIPE FOR USE IN CLOSED OR VENTED PIPING SYSTEMS WITH A NOM. ANNULAR SPACE OF 1/16" 02 A) TREMSTOP WS — WRAP STRIPS, TIGHTLY WRAPPED 3 TIMES AROUD PIPE B) TREMSTOP MCR — STEEL RESTRICTING COLLAR C) FYRE —SIL — MIN. 1/4" THICH SEALANT APPLIED TO WALL /COLLAR AND COLLAR /PIPE INTERFACES GARAGE OH.DOOR 2 "X6" P.T. W/1/2" X 4" @ 24" O.C. 6" FROM TOP & BOT. STUCCO 8" CMU. WALL 8" X 12" CONCRETE COLUMN TYPICAL OVERHEAD DOOR GARAGE DETAIL DOOR SCH EDU LE (EXT. NON IMPACT) E N0. LOCATION SIZE TYPE MATERIAL If ISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 VESTIBULE /BALCONY 3' -0 "" 7' -0" 1 3/4' SOLID WOOD FLUSH WOOD 2 GARAGE 16' -0" 7' -0" 1 3/4" METAL BUMPER WOOD 3 GARAGE ' -0" 7' -0" 1 3/4" METAL BUMPER WOOD 4 EXERCISE ROOM 2' -8" 6' -8" 1 3/8" PRE —HUNG MASONITE 5 EXERCISE ROOM (2) 2'— E " 6' -8" 1 3/8" SLIDING ALUM. j 6 BATH 2' -8" 6' -8" 1 3/8" PRE —HUNG MASONITE 7 CLOSET 2' -6" 6' -8" 1 3/8" PRE —HUNG MASONITE 8 CLOSET A/C 2' -4" 6' -8" BI —FOLD MASONITE FULL LOUVRE ' 9 GARAGE 2' -8" 7' -0" 1 3/4" METAL ! SELF ('LOSER n N l d r7LN Q Q� pc�OC W L� W o ^.. z mo o LLJ ``°° CD C, 0 W � (-D co z _j z 0 DQ V) J O > U U 0 LA __ M c� LLI _ L1— Q LLJ 00 n O W� L LLJ z 0 >0 —C O 4- ' J Q LL_ � W LLJ z W 0 00 0 0 Q REVISION1 REVISION2 REVISION3 REVISION4 SHEET A 4 n N l d r7LN Q Q� pc�OC W L� W o ^.. z mo o LLJ ``°° CD C, 0 W � (-D co z _j z 0 DQ V) J O > U U 0 LA __ M c� LLI _ L1— Q LLJ 00 n O W� L LLJ z 0 >0 —C O 4- ' J Q LL_ � W LLJ z W 0 00 0 0 Q REVISION1 REVISION2 REVISION3 REVISION4 SHEET A 4 Q LLJ 00 n O W� L LLJ z 0 >0 —C O 4- ' J Q LL_ � W LLJ z W 0 00 0 0 Q REVISION1 REVISION2 REVISION3 REVISION4 SHEET A 4 REVISION1 REVISION2 REVISION3 REVISION4 SHEET A 4 GENERAL STRUCTURAL NOTES 1. ALL WORK SHALL BE PERFORMED IN STRICT. ACCORDANCE W/ THE LATEST EDITION OF THE F.B.C. THE ASCE -95 AND NFPA -101 2. REFER TO THE F.B.C. FOR OTHER SUPPLEMENTARY REGULATORY STANDARDS THAT ARE I � 1:4 to REPRESENTATIVE OF GOOD CONSTRUCTION PRACTICES o 3. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE PROCEEDING M M WITH THE WORKS, AND SHALL NOTIFY THE ARCHITECT SHALL ANY DISCREPANCIES OCCUR. 4. DO NOT SCALE DRAWINGS 5. ALL CHANGES TO THE DRAWINGS MUST BE APPROVED IN WRITING BY THE ARCHITECT. DO NOT ACCEPT w VERBAL CHANGES 6. MAKE NO MATERIAL SUBSTITUTIONS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. W 7. THE APPLICATION, INSTALLATION AND USE OF ALL MANUFACTURED PRODUCTS AND MATERIAL SHALL BE IN ACORDANCE W/ THE MANUFACTURER'S LATEST PUBLISHED INSTRUCTIONS. 8. ALL WOODS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 9. VERIFY ALL DIMENSIONS, NOTIFY THE ARCHITECT IF DISCREPANCIES OCCUR. 1 -1/2 "X1 SQUARE ALUM. POLES 1 -3/4 "X112" RAILING 10. TAKE FIELD MEASURES FOR ALL OFF SITE MANUFACTURED ITEMS SUCH AS; WINDOWS, MILKWORK, SCREENS, ETC. ®4 -0 MAX. ORNAMENTAL SCHEDULE 40 ALUM. ALLOY 6063- 11. PRECAUTION SHALL BE EXERCISED AT ALL TIMES FOR THE PROTECTION OF PERSONS AND PROPERTY. THE T6 PLATE. 42 HEIGHT SAFETY PROVISION OF APPLICABLE LAWS, BUILDING AND CONSTRUCTION CODES SHALL BE OBSERVED. MACHINERY EQUIPMENT AND OTHER HAZARDS SHALL BE GUARDED IN ACCORDANCE WITH THE SAFETY PROVISIONS OF I THE MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION, PUBLISHED BY THE ASSOCIATED GENERAL CONTRACTORS OF 1- 3/4 "X1 2" RAILING 1 AMERICA. TO THE EXTENT THAT SUCH PROVISIONS ARE NOT IN CONTRAVENTION OF APPLICABLE LAW. ORNAMENTAL SCHEDULE 12 00 PICKETS BALUSTERS & 40 ALUM. ALLOY 6063- w c•1 12. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE T6 PLATE. 42 HEIGHT DRAWINGS, THEN THEIR CONSTRUCTION SHALL BO OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS SEE DETAIL D DECORATION 3/4" THAT ARE SHOWN OR NOTED. 40 O .C. LUM. ALLOY 6063- N 13. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS. WHEN IN THE OPTION OF PICKETS BALUSTERS & �-- THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER DECORATION 3/4" ® Q 4" O.C. SCHEDULE 2X12 STRINGER (3 TOTAL) V) � ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. GROUND FL. FI 40 ALUM. ALLOY 6063- SEE DETAIL C W/3/4" CDX PLYWD & 1/4" AC w 14. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING NEW CONSTRUCTION + - PLYWD TREADS, SECURED W/ CONT. L COMMENCING ANY WORK. ANY VARIATION IN ACTUAL FIELD CONDITIONS /DIMENSIONS FROM THOSE T CT 6" OBJECT __ @ 6" O.C. RISERS SHEATED W/ w ENGINEER FOR DETERMINING THE NEED SEE DETAIL A SEE DETAIL D 1/2" AC PLYWD SECURED AS PER TO THE ARCHITECTS THE CONTRACT DRAWING SHALL BE REPORTED / REDESIGN OR MODIFICATION. TREADS 15. PROVIDE BUTYL BASE SEALANT UNDER ALL EXTERIOR DOOR THRESHOLDS AND OLEO RESINOUS CAULKING 2X12 STRINGER (3 TOTAL) COMPOUND AT AL DOOR WINDOWS, AND OTHER AREAS AS REQUIRED. W/3/4•" CDX PLYWD & 1/4" AC - ---- -- - - - -- 16. ALL CONSTRUCTION AND STEEL FABRICATION AND ERECTION SHALL BE DONE IN ACCORDANCE WITH ALL PLYWD TREADS, SECURED W/ CONT. APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. ®6 O.C. RISERS SHEATED W/ L--------- - - - -- 17. CONCRETE FOR ALL WORKS EXCEPT AS SPEICIFIC NOTES, Fc =3.000 PSI MIM. 28 DAYS STRENGHT. SLUMP 1/2" AC PLYWD SECURED AS PER 4 -6 INCHES MAX, ALL ASMIXTURES SHALL CONFORM TO A.S.T.M. C -494 TYPE "D" WITH A CEMENT FACTOR OF TREADS SIX(6) SACKS PER CUBIC YARD. STAIR SECTION B 18. ALL WELDED CONNECTIONS SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN WELDING ASSOCIATION STAIR SECTION A STANDARDS. E60XX ELECTRODES SHALL BE USED SCALE: 1 /4 -11 -6• SCALE: 1/4 19. DESIGN LOADS: STAIRS: LL =100 PSF RAILING: LL= 50 PSF HANDRAIL: LL= 200 #S GRAB BARS: LL= 250 #S BALAUSTERS: LL = 25 PSF PICKETS: LL = 25 PSF RAILING, STAIR RAILING, AND OTHER SIMILAR SAFEGUARDS SHALL BE BUILT TO RESIST A LOAD OF 50 #s PER LINEAR FOOT APPLIED IN ANY DIRECTION. AT THE TOP OF SUCH BARRIERS. INTERMEDIATE RAILS, BALUSTERS AND PICKETS SHALL BE CAPABLE OF RESISTING A UNIFORM LOAD OVER THE I Imo` IN eACH LC6 Of I 1/2"; 1/ "XI/4 GROSS AREA OF NOT LESS THAN 25 LBS. PER SQUARE FOOT, WITHOUT RESTRICTION BY DEFLECTION, BUT NOT LESS L ALE STRENGTH THAN REQUIRED TO RESIST APPLICABLE WIND LOADS AS DEFINNED IN THIS DRAWING.° _1• HANDRAILS SHALL RESIST A LOAD OF NOT LESS THAN 200 LBS. PER SQUARE FOOT, APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL. HANDRAILS SHALL BE M.D.C.P.C.A. ALL CONNECTIONS BETWEEN SHAL BE WELDED.:MF " 2X RiSM 20. TREAD SHOPE SHALL NOT EXCEED 1/4" PER FOOT SEE N.F.P.A 101 SECTION 5 -2.2.2 STAIRS AND INTERMEDIATE LANDING SHALL CONTINUE WITH NOE DECREASE IN WIDTH ALONG THE DIRECTION OF EGRESS .TRAVEL SE N.F.P.A. i 101 SECTION 5- 2.2.4.3. HANDRAILS ON STAIRS SHALL BE 42" ABOVE THE SURFACE OF THE TREAD, MEASURED / Lo Q VERTICALLY TO THE TOP OF THE RAIL FROM THE LEADING EDGE OF THE TREAD. 1 �4 A Sr�(L. STRAP` �� .1� TO ' ... A T REQUIRED GUARDS AND HANDRAILS SHALL CONTINUE FOR THE FULL LENGTH OF EACH FLIGHT OF STAIRS. AT VV Q ORtE fliNS AID MIL F-0 O OOTTOM TURNS OF STAIRS, INSIDE HANDRAILS SHALL BE CONTINUOUS BETWEEN FLIGHTS AT LAND;NGS SEE N.F.P.A. 1,T*N6ER � • - • • SECTION 5- 2.2.4.3. 1V (4) - 1/2" 4• LA* (� Y 4 FT. ��' To S,LAi3 ice` cf+�1v 9TRI�P. ATT V T O 1. �1 � . �sl xANOIW5, "V 1°��1°€ �.I�R � 1'I� �5 i i� 1' ON 5TL 21. PROVIDE A CLEARANCE OF AT LEAST 1 -1/2" BETWEEN THE HANDRAIL AND THE WALL TO WHICH THE HAND P1 *, FAIR WE T" 2 X 41 MAILS �� \ pr-4 w f" RAIL IT IS FASTENED FROH THE FIA T' ld�R O TI X 4_ HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION WITH AND OUTSIDE DIAMETER .2 X 4 P.T. 00 NOT` �� D To 0 FROM NAI1 >� T0 I1 I�� I= OF � � � � J �I� OF AT LEAST 1/1/4 AND NOT GREATER THAN 2 » . THE HANDRAIL SHALL BE CONTINOUSLY ALONGfla. -� T/ THE ENTIRE LENGTH. HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR FLOOR OR Vii=! -L TERMINATE ' ti1 ° R TO ` Ai ft*C A A44 P TO Cow. ..A1 A - 5 I A - 5 ® l/ ) AT NEWEL POST. 1=41- t/ • X 6* LA* SAM kV � 1 _ - _:. _ 1 � > THE HANDRAIL ON OPEN SIDES OF STAIRS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SI I� OR 1/2" 6 " XPAN 1 .A1 . I uP � SUCH THAT A SPHERE OF 4" IN DIAM. CANNOT PASS THROUGH ANY OPENING IN THE H> AMDRAIL. � B 5' 6" 3' - 6" B P-4 RAILS AND SAFEGUARDS SHALL COMPLY F.B.C. Lo 2 LANDIN6 kV 3/4" T I ._._ ,. r %>X, Y. d;L A�,* ALL Al A TrALR A W W ARe L1� r�t11. WO 3/8"X2" 1- 3/4 "X1 2" RAILING" A HOR BOLTS ORNAMENTAL SCHEDULE HEH5 �Nw 12 CKWH Y LL06 FINi # 90. I" _I _ ______ -___ -. TO ISTING 40 ALUM. ALLOY 6063 - TO A41H o1'I x S'T.. i� � TO RE IV I CO LILY Imo. - - - WALL T6 PLATE. 42" HEIGHT ANP K1 k5• 1- 3/4 "x1 2" RAILING ORNAMENTAL SCHEDULE � O 1 1 2 "X3/8" ALUM. PLATES 40 ALUM. ALLOY 6063- I x *a� OR 314" _SOX. T6 PLATE. 42" HEIGHT 1 1 2 "X3X3//8" ELDED TO RAILING W/3 8 ANCHOR P BOLT 2 CLEAR 0 EXISTING 1 -1 /2 "X1/8" SQUARE ALUM. POLE'S !!V4 WJr>RX Yt rite 0 3 -s' @ 4'-0" MAX. (A6TUAL 1HICKl' 1 1 TFZA0. _ PICKETS BALUSTERS & i ROVIIDE 1 HR FIRE RATING FOR ST kI DECORATION 3/ 4 " @ P OST W O { YP. (BOARD TYPE X 5/8 UNDER S FAIR. T'1.. TKAP W Od #MAILS........ 2 X 6" TO 12 LO1 1 IILEO .AID? 40 ALUM. ALLOY 6063- .AID? . a: 1✓1�` 1A 4 O.C. SCHEDULE DETAIL CONNECTION T6 4 X 4 RT, POS o TO • TO WALL POST ANCHOR TO THE MiVn P lNt , T* %AD 915FER AM TRZAD ft= A f> WOOD GIRDER OR 2X12 AW HAfLW TO POST. ; yo riv6cls, SCALE: N. T. S. iNGE �RHU STAIR) W DETAIL D CLOSED RISER DETAIL /� 27 5/ 8 BOLTS E.A POST Q F LOOR PLAN �a SCALE: 1/4 -0" 2 "X4" WOOD BLOCKING I I 2.1/2 BRACKET 1.,1 2" PICKETS BALUSTERS & WALL BRACKET D 1 /1 /2 X1 /8 SQUARE ALUMINUM POLES DECORATION 3/4 @ POST RAILING DETAIL HANDRAIL 2 "X5 B" TOP OF RAIL @ 4' -0" O.0 MAX. 4" O.C. SCHEDULE / A LLOY 6063- DECORATIVE METAL SCALE: N. T. S. + 42" A.F.F. - 40 ALUM. A PLATE J NOTE 1: ALL STAIRS TO COMPLY WITH 5 2.21 T6 SCALE: N. T. S. HANDRAIL 2X5 8 Z a 1/1,12 "X1/8" SQUARE ALUMINUM POLES DECORATIVE PLATE o NFPA 101 LIFE SAFETY CODE (TYP.) @ 4 - O.0 MAX. PLA N o z ALL RAILINGS TO COMPLY WITH 5- 2.2.64 1. 0 5 -14 -02 i o ° NFPA 101 LIFE SAFETY CODE (TYP.) 3/8 "X2" EXPANSION Ld z 2. RMSION2 RAILS SHALL REJECT A 4 BOLT (CORROSIVE DIAMETER SPHERE RACKETS SPACING RESISTANT METAL o SHALL BE 42" HIGH MIN. THE TRIANGULAR ® 4' -0" MAX. ) BRACKETS SPACING b- z OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM s• Rt;vlslorrs PICKET$ BAILUSTERS & PROVID CLIPS ®4 - MAX. ELEMENT OF A GUARDRAIL SHALL REJECT A 6" SPHERE 1 /1 /2 "X3/8" ALUM. PLATES DECOR, TIONI 3/4" @ W/ SCRE S , (BY OTHERS) 4. RISVi 4" O.C. I SCHEDULE BRACKETS SPACING METAL MUST NOT BE IN DIRECT CONTACT C4 POST ANCHOR TO THE 40 ALUM. ALLOY 6063 - @ 4' - 0" MAX. CV j14t�: �d� R A TE S U r - A. CE. WOOD GIRDER OR 2X12 » » t7ISiiIAiR;NlE'ALS _MUST NOT BE IN DIRECT TRINGE,R �RHU STAIR) W/ WO GYPSUM BOARD ON 1X3 2 5/8 BOLTS 1 1 2 "X3 8" �� ALUM. PLATES o WOOD FURRINGS AT 24' O.C. - CON TACT ;1/ EACH - OTHER. // / E.A POST POST ANCHOR TO THE HAND RAIL D G.0 TQ PROVIDE ALL NECESSARY SHOP DRAWINGS SHEET R DETAIL CONNECTION OF B O TTO �VI WOOD GIRDER OR 2X12 0 0J • CPLCIJL'ATICNS. TRINGE, W U AIR) W NOTE: ALL STAIRS TO COMPLY WITH 5 -2.21 ® • ®• 2 5/8' BOL I S NFPA 101 LIFE SAFETY CODE (TYP.) RAIL TO POST A 5 T E.A POST ALL RAILINGS TO COMPLY WITH 5- .2.64 SCALE N. T. NFPA 101 LIFE SAFETY CODE (TYP.� "` • • ea w see • P4rB n LL N L0 U / d"ML6 N / _j�M (o N 35' -8" \L CO '_ 0 Z � CDo 0 0 15' -0" 11' -0" n 0 0 0 F3.0 F3.OX4.5 F3.0 35 -8 ° W 12' -0" I U) — TC1 LEDGER "B" _ - - " z Q 2B 1 ELEV- TC2 10 ' 4 N 10� WF -24 �- WF -24 O `�' z- nu n U I � I 1#5 IN GROUT FILLED CIJLLS @ 40 O.C. 1#5 IN G UT FILLED CELLS 0 40 O.C. o 0� • I FC I I • I • I 1 #5 IN GROk FILLED CELLS ® 40" 0. Ce ' O o I 1 #5 IN G OUT FILLED CELLS ®40" O.C. I �' `C14 PREFAB. PREENGINEERED WOOD TRUSSES ®24" O.C. TYP. I-I- I I • I ' W _ • � N I ' - 00 °° o • "LEDGER "A" I I I "LEDGER "A" W N N 00 R O CN CL 0 CD °� I FC 1#5 IN GROUT FILLED CELLI 0 40" O.C. cn rn I • � w 0 U u� _ �� W I N m m m w 4" CONCRETE SLAB W /6X6 10/10 W.W.M. ( _ , \ _ m ON 95% WELL COMPACTED FILL ALL DRY DENSITY (DOUBLE WIRE MESH AT PERIMETER 30 ") I • m . I „OI � �MAI FLOOR 1 #5 IN GROUT FILLED CELLS 40 (� O.C. i EL. -0' -7" I I En I I I � II � 6' -0" I I F3.0 I • I 2'-5 -T +1403 +2301 +5057 1 �� SEE DEIF W SEE DIET. ' O.0 TEMP [if --3 _ I— TC - - f B -- S 2 ST P I I ELEV. 4 EFAB WOOD GIRDER TRUSS' • I • i o N 1 #5 IN GROUT FILLED CELLS ® 40" O.C. I o , WF TE 8 U I -24 L -o Co S • +3654 — WF -24 — — � SEE DIET. TC1 • I — — _ _ _ - I • LEDGER B 2B -2 ELEV =10 -4 � �- Lo n O , n 8 13 12 , -11 6 , -1 5 TC1 rw � TC1 n n » , n n , -11 n 4 r -6 " 8 C> 8 I 11 -1 6 n CO • w o �, _ � 0 NIC. SLAB W/#5 MAIN FLOOR i 012" TOP &BOTTOM EL. + 0' -0" 4 0 # I 4 CONCRETES B W /6X6 10/10 W.W.M. �� ' 16" N I ON 95% WELL COMPACTED FILL ALL DRY DENSITY I �, I o # o (DOUBLE WIRE MESH AT PERIMETER 30 ") I m �— - - -- — — - —._ o 27 - I Co • • N TE - L Q0 H.° /-- I -- FC --� ° _ ;, # 010 TOP WF -16 e +9 4 I • '� 4" CONCRETE SLAB W 6X6 10/10 W.W.M. I I I m I ON 95% WELL COMPACTED FILL ALL DRY D N C ITY • „ n (DOUBLE WIRE MESH AT PERIMETER 30 ") I �I 1 °O I, LEDGER A 3X8 P.T WOOD LEDGER W/ 3/4 DIAM. KWIK BOLT II W OD ! I I ` — WF -24 — — I � ° - a LEDGER "B" : 2X8 P T 'WOOD LEDGER CONNECTED TO WALL � W „ n W • \\ / J N • LEDGE A TC1 W/ 5 / £S LAM. KWIK BOLT II BY "HILTI" W /4" MIN. EMBEDMENT Pr) ' • • • TC1 N I • O IN CONC.@16" O.0 Z k- > 2 Q n 4 CONIC - 9 — -1 — — 2- -6 o \� �� TB E EV.,, 10' -4" 11 9 2 6 ' " ' " _ SLAB 2'-6 TE 8 Q - I 1 14'-2 14' -2 I O +-' F LOOR SECOND P 1/43) _ I - - w _ = i DBL. WWF I 18" LEG, TYP. D z W 1 # 8" i I (� I WALL FTG. 00 0 O WF -16 � WF -16 I' TYPI CAL THICKE ED — - - - - -- i - -� �- -� Q o� EDGE DETAIL - -- EL SEE PLAIN SCALE: 3/4 Q 3 5 TOP STD. HOOK #, cn EL. SEE PLAN � ADD L ,�, J ROOF LEVEL " N FOUNDATION PLAN EL. SEE PLAN "' TRANSVE SE BARS SCALE 1/4 = 1' -0" SOIL STATEMENT 3 #5 VERT. 1 II THE DESIGN LOAD I 2000 PSF AFTERDEQXCAVATION SUPPORT • _ I � I I BOTTOM BARS CONC. BEAM OR SLAB & SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT ED HAS BEEN = III = III =II= III = 1 E Y DOU BLE TIES OBSERVED THE HOUN O ARE SIMILAR == == TYPICAL STEPPE D TO THOSE UPON WHICH THE DESIGN IS BASED ON FOOTING D E T A I L CLOSED TIES '�l 2' -6" 16" UNDISTURBED LIMEROCK 3/4" VERT. REINF. o 1/4" 0 PRESSURE RELIEF HALE 6" FROM TOP & BOT. FOOTING SCHEDULE COLUMN SCHEDULE BOTT. REINFORCEMENT TOP. REINFORCEMENT MARK SIZE REINFORCEMENT 1/4" 0 PRESSURE RELIEF MARK SIZE DEPTH REMARKS REMARKS DOWELS SAME SIZE HOLE MID HEIGTH STEEL COL. SHORT WAY LONG WAY SHORT WAY LONG WAY VERT. OR BASE PLATE TIES OR CAP PLATE 1. " SEE SCHEDULE & NO. AS VERT. BAR / 2 EXP. JOINT o TE 8" x CONT. -- 1#5 THICKENED EDGE 2. a WELDED WIRE FABRIC FOOTING SIZE AND EL SEE PLAN REINFORCING AS PER WF - 16 CONT.X16" 12" -- 2 #5 TC - 1 8 "X12" 4 # #3 @ 12" 3. - FOUNDATION PLAN GROUND FLOOR x x x —x— ¢ x x —x x —x —x x —x WF -24 CONT.X24" 12 #3024" 3 #5 TC -2 8 "X36" 10 #5 #3 @ 12" 4. = _ _ - - w S.EE SCHEDULE z z I El I IM I-I I I- - III - III - III -III i l E t i -I — i I I III — III — I I ,� I III — III — III — I I— III —III— WF - " " 5 4 CONIC. SLA w ST 1 / / » >� B . . . CONT.X28 " 12 # 3024 3 # - TS 4X4X1 4 3 4 X12 X12 SEE DETAIL n CD 1 1/2 W/ W.W. o v " » „ N EL. SEE PLAN i �, F3.0 3 -0 X 3 -0 12 5 # 5 # 6 MIL VISQUEEN " " x F3.OX4.5 3' -0" X 4' -6" 12" 5 #4 6 #4 FC 1#5 IN GROUT FILLED CELLS 40" O.C.(U.O.N) (SEE PLAN) cn —x x V) J Z U U FOOTING j ' • ' III= (SEE SCHEDULE) FOOTING NOTES: SEE SCHEDULE _ III =I FOOTING ( COLUMN NOTES: " =I I =I I= FOR SIZE & REINFORCING) 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS -I I Imo UNDISTURBED WITH 30 -INCH LONG LEGS. 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICA0.L REINAF' ' - CEM1N), • SHALL BE EMBEDDED TO BOTTOM OF FOOTING BLOW - D SEAL± C, - I -III= UNDISTURBED 4 -3/4" 0 A -307 ANCHOR 2. LAP SPLICE BARS MINIMUM 36- INCHES. MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCMtiN7 ICI ^`J�UvI��S. 3 CLEAR LUGS 6" LONG 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. STD. HOOK SECTION AT STEEL COLUMN �4 TYPICAL COLUMN — FOOTING DETAIL SHEET N.T.S. S � I I a LO 04 u) M Lo N SEE PLAN FOR SEE PLYWOOD ROOF SHEATHING _J,4- M I i CONNECTOR TYPE Q Q 8 "X12" CONC.TIE BEAM 2 # 5 CONT. SEE ARC .DRAWINGS L�J '_o co 4 #5, #3 TIES ® 48 C.C. z Co `` 0 0 VERIFY W/ TRUSS MANUFACTUR. FOOTINGS AND COLUMNS SCHEDULE S ALL SLABS SHALL BE A MINIMUM OF 4 "THICK (3000 PSI AT 28 DAYS MINIMUM) (� W �'� LL (3) 3/4" DIAM. A- 325 CO RDINATE W TRUSS MANUF. O I—I— TRHU BOLTS WITH 6" X 6" — 10/10 W.W.M. ON WELL COMPACTED FILL AND WITH A 6 MIL (6) 3/4" DIAM.THRU BOLT EPDXY SET EMBED INTO CONC. GROUT F LED CELLS VAPOR BARRIER BETWEEN SLAB AND FILL. L. + 19' —8" O x ADD # 5 FOOTINGS (FIELD VERIFY) z SEE ARCH. DRAWINGS FOR FASCIA, SEE PLANS PREFAB. WOOD GIRDER TRUSS --� z EAVE VENTING AND CLADDING INFORMATION. STANDARD HOOK O Q LINTE I TRUSSES WOOD `� 1 # 5 IN CONC. 8 » USSES C� 24" GENERAL STRUCTURAL NOTES FILLED CELL W/ 2 X 6 TOP & BOTT. CHORDS O > SEE ARCH. PLANS TB 2. SOIL STATEMENT: -c 9 3/8 BACK PLATE 8" WINDOW OPENING 8 8" CMU WALL, INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE 0 O ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF. O 1 1 /2» 4" 4» 1 1 /2„ (BEARING E D) (BEA ING END) FOR REINF. SEE PLAN IF ANY OTHER CONDITION ARE ENCOUNTERED ARCHITECT SHALL BE NOTIFIED � STEEL BENT PLATE BEAM DROP D E TA I BEFORE CONTINUING WITH WORK. 2. TIE BEAM: SECTION A. ALL CAST -IN -PLACE CONCRETE TIE BEAM IN THIS JOB SHALL BE FRONT VIEW 3 s" a REINFORCED WITH 4 # 3 TIES AT 12 O.C. AT THE CORNERS AND 1 1 1 1 2i' t /2" 3/4)y = 1' -0" STD. HOOK AT EACH SIDE OF TIE COL. AND AT 48" O.C. ELSEWHERE W (3) 3/4" DIAM. A- 325 m 3 "CLR. B. CONTINUITY OF THE REINFORCING SHALL BE PROVIDED AT CORNERS BY BENDING O TRHU BOLTS 0 TWO (2) BARS FROM EACH DIRECTIONS AROUND THE CORNER 30 INCHES OR BY ADDING TOP OF BEAM R TWO (2) # 5 BARS WHICH EXTEND 30 INCHES EACH END FROM THE CORNERS. EL= 10' -7" 3. CONCRETE: I 00 ROOF 1Qd NAILS ®4" EE PLYWOOD FLOOR SHEATHING A. ALL CAST —IN —PLACE CONCRETE IN THIS JOB SHALL ATTAIN A I I a TIE BEAM 2 X 4 P.T. WOOD LOCKING W/ P.S.I. MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 4000 o � I o 'B Q °O 1/4" DIA "TAPCON" SCREWS 6' I co HURRICANE STRAP .SEE STRUCT. PLANS B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI PREFAB. WOOD GIRDER TRUSS o o » o� „ W/ 1 3/4 MIN EMBED IN CONC. d SLOPE 1 /4 " /FT VERT. REINF. 301 -89 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 3/8 BAC PLATE TOPIT BEAM C. CONCRETE BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS SEE PLAN AND SHALL BE REINFORCED WITH 1 8 LADDER ( ) # ER TYPE HORIZ. REINFORCEMENT 3 6 „ SPACED EVERY OTHER COURSE. I B WOOD TRUSSES @ 24 0. D. ALL MASONRY WALLS ARE DESIGNED AS BEARING WALLS, AND SHALL BE ' (6) HRU BOLT EPDXY SET EMBED INTO CONC. I� (BY OT GROUT T FILLED CELLS TB HE S) IN PLACE BEFORE SLABS, BEAMS AND COLUMNS ARE POURED. ALL C� F CONC. BEARING BLOCK UNITS SHALL CONFORM TO ASTM C 90, "STANDARD C.M.0 REINF. WALL TB (2) 2X4 P.T. WOOD (EDGER W/ SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY 1/4" DIA "TAPCON" SCREWS @ 6' .a COLUMN UNITS," MORTAR SHALL CONFORM TO ASTM C270, TYPE "M ". \` DETAIL I W/ 1 3/4" MIN EMBED IN CONC. D -2. GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM "PEA — GRAVEL" CONCRETE 8" TO 11" SLUMP. FLOOR GIRDER TRUSS SUPPORT LEDGER "A" z D -3. MASONRY WALLS SHALL CURE AT LEAST THREE DAYS TO GAIN STRENGTH BEFORE SCALE NTS I POURING GROUT. 8" CMU WALL D -4. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,THE GROUT SHALL BE STOPPED 8 "C.M.0 WALL 1-1/2" BELOW THE UPPERMOST UNIT. (� I D -5. GROUT SHALL BE POURED IN LIFTS NOT TO EXCEED 4' MAXIMUM. S E C TI O I V E. PROVIDE 1 - #8 HORIZONTAL JOINT REINFORCEMENT LADDER TYPE @ 16" O.C. THE CONTRACTOR SHALL ENSURE THE VERTICAL CONTINUITY OF ALL CELLS TO BE FILLED AND SHALL MAINTAIN THOSE CELLS FREE AND CLEAR OF ANY AND 3�4 = 1 -O ALL DEBRIS TO PROVIDE A CONTINUOUS AND UNOBSTRUCTED WALL CAVITY FOR MAXIMUM HEIGHT OF 12 FEET. ALL VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF THE CELL TO BE GROUTED.MINIMUM LENGTH VERIFY W/ T UANUFACTUR. OF LAP SPICES =48 BAR DIAMETERS TYPE "M" MORTAR 2,500 PSI SHALL BE USED 8" CONC. BLOCK WALL FOR REINFORCED CELLS TO PLACE ALL UNITS . CONTRACTOR SHALL PROVIDE CLEAN OUT OPENING AT THE LOCATION SEE PLAN.(TYP) BOTTOM OF ALL CELLS TO BE GROUTED AND AT ALL REINFORCING SPLICES LOCATION 9 GA. LADDER TYPE HOR. FOR PROPER VISUAL INSPECTION OF CONTINUOUS CONCRETE FLOW.REINFORCED UNITS JOINT REINF. EVERY SECOND ¢ MASONRY SHALL BE IN' ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE DESIGN COURSE (16" O.C.) EXTEND 1 # CONT o AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY OF THE NATIONAL CONCRETE 4" INTO TIE COLUMNS MASONRY ASSOCIATION AND THE PROVISIONS OF ACI 531, "BUILDING CODE REQUIREMENTS DOUBLE WWFX5' -0" m FOR CONCRETE MASONRY ". TOP OF FIN. FLOOR. o 4. WOOD: L I 1 LJ j g PREFAB. WOOD GIRDER TRUSS 0 4" CONC. SLAB ON WELL COMPACTED FILL » WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE #2 SOUTHERN / 6 x 6 - W1.4 x W1.4 W.W,F. (TYP. U. 0. N.) 5/8 DIAM. A— 325 PINE WITH A FIBER BENDING STRESS OF 1200 PSI. SIZES SHOWN ARE O W m N TRHU BOLLS NOMINAL.. <w a LL � � a , SEE PLAN FOR # 5. REINFORCING STEEL: z EL. SEE PLAN z (/� ; Q — =x - -x— A. REINFORCING - . >T(.FE_ SHALL BE DETAILED AND PLACED IN 0 v / Q GRADE _ ACCORDANCE `'WI T P, ACI 318-89. I Q (- _ -') I I I I I I 1 I I I "' III- VAPOR BARRIER I TYP. FLOOR B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO �, O - III_III o = 1 II =1 COMPACTED FILL TIE BEAM ASTM A 615, GRADE 60. Lc) � 9 GA LADDER TYPE JOINT REINF. @ EVERY 3/16" C. ALL WELDED ,"qIR ABRIC SHALL CONFORM TO ASTM A 185. Lij �j JOINT BELOW GRADE. FILL ALL CELLS SOLID W/ 1 ° (J7 Z GROUT BELOW GRADE (TYP). EXTEND JOINT / 4 "U" SADDLE VERT. REINF. D. REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD W W REINF. 4" INTO CONC. COLUMNS (TYP) ACCESSORIES DURING PLACING OF CONCRETE. O O O -a :: FOOTING (SEE FND. PLAN) E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS d _ ° : AT DISCONTINUOUS EDGES. 3" CL 0 � ° ' � Q O (I7 a F. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, Tft �— ° � °' � � . 1/4 " STIFFENER PLATE BOTH SIDES a �— OF SADDLE U.O.N. 3 CL. i 1 1/2 CONC. Q SEE SOIL STATEMENT " COLUMN 6. MINIMUM CONCRETE OVER REINFORCING; MINIMUM CLEAR COVER, IN. TYPICAL WALL FOOTING DETAIL I A. CONCRETE AGAINST AND PERMANENTLY EXPOSED 8" CMU WALL N. T. S. I I TO EARTH (UNFORMED FACES) .......................3 (ABOVE GRADE) B. CONCRETE EXPOSED TO EARTH OR WEATHER " (FORMED FACES ( � 3/16 ) : A. 6 BARS AND LARGER .......................... 2 B. #5 BARS AND SMALLER .........................1 1/2 STEEL COL. (SEE SCHEDULE) / FILLED SOLID W/ CONC. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: A. SLABS AND WALLS . ............................3 /4 B. BEAMS AND COLUMNS ...........................1 1/2 FLOOR GIRDER TRUSS SUPPORT 7. STRUCTURAL STEEL: SCALE NTS CLOSED TIES A. STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATIONS 10d NAILS @ 4" SEE PLYWOOD FLOOR SHEATHING O FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL X4 WOOD BLOCKING I dR BY W (3 j6d TOLE NAILS ® EA END BUILDINGS," LATEST EDITION. / ) " ' LEDGER B & SGP2 CONNECT USP W / 5 /8" DIAM. #5 @ 12" TOP WEDGE ANCHOR INTO CO IC. BEAM B. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM #4 @ 16" TEMP. A 36. SL. DOWN C. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. 1. EL. +10' -0" o D. BOLTS SHALL CONFORM TO ASTM A 307. 2. o O O E —FA I S @ 24 » E. STRUCTURAL STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A 3 `N 590, GRADE B, FY= 46 KSI. 8. WELDING: 4 • CONC. BEAM A. WELDING SHALL BE DONE WITH E -70 ELECTRODES. (SEE SCHEDULLE) \ -2X6 DIAGONAL BRACING W /,(5�„ DOWELS SAME SIZE 16d NAILS @ EA END ® 4 - O.0 TYP. AND NO. AS VERT. 9. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING REINF. STRUCTURES AFFECTING NEW CONSTRUCTION PRIOR TO COMMENCING ANY C.M.0 REINF. WALL I WORK. ANY VARIATIONS IN ACTUAL FIELD CONDITIONS /DIMENSIONS tl FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP OR WORKING DRAWINGS FOR REVIEW. i STD. HOOK 10. SUBMITTALS TO STRUCTURAL ENGINEER: SECTION A. REINFORCING STEEL SHOP DRAWINGS. .. . B. TRUSSES SHOP DRAWINGS AND DESIGN DATA. Q 3/4 = 1' -O" WALL FOOTING *•® O L ` C. STRUCTURAL STEEL SHOP DRAWINGS. ° . . ® • Q TYP. CONC. .....� 11. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCE$, INQkUDING THE BEAM DETAIL FLORIDA BUILDING CODE, LATEST EDITION. ® e ®® 0 ' ®.e SHEET • `� S2 I NOTE: ALL TRUSS TO BE WD. PRE -FAB. AND v / n N ENGINEERED @ 24" O.C. MFR. TO SUBMIT N SHOP DWGS. TO ARCH. APPROVAL w Q 3 c C° � REQ. APROVAL IN THE CITY. w 0- L 2 C° cO BEAM SCHEDULE z �co�00 W U Uo -2vv SIZE BOTT. TOP CONT. "C" BARS "D" BARS BARS STIRRUPS "C" BARS (TOP OVER EACH SUPPORT WHERE BARS DIFFER IN TWO z MARK ELEV. sizE N0 EA. FACE E REMARKS DEAD LOAD PLUS LIVE LOAD GIRDER TRUSS REACTION ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS �/ w B x D N0 . MK . SIZE No. SIZE No. SIZE No. siz SIE No. �� SPACING EACH END PROVIDE 24 BAR DIA. MIN. SCHEDULED SHALL BE USED. OR TERMINATE ENDS IN TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE U (J7 2B - +10' -4" 8" x 48 2 # 2 # 2 #5 #3 @ 12" I � NET WIND UPLIFT GIRDER TRUSS REACTION. � STANDARD 90 HOOK OR SEMI- 1/3 OF SPANS WHERE REQUIRED. 1 1/2" CIRCULAR HOOK. / 1 1 2" z "CB" : 2 X 6 VERTICAL WOOD "CROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT CL N GREATER OF GREATER OF GREATER OF z I - 2B -2 +10' -4" 8" x 24" 2 # 2 # 2 #s #4 @ 3" POINT W/ 2- 16d NAILS. 1 4 L1 �� 3 L1 OR 1/3 L 3 L1 OR 1/3 L L3 OR 1/3 L2 " „ CL z I 3 -6 MIN. " 3' -6" MIN. 3' -6" MIN. 36 DIA LA 3' -6" MIN. D BARS O 5 Q "HB" 2 X 4 CONTINUOUS HORIZ. WOOD BOTT. CHORD BRACING CONNECTED TO THE TOP OF "E" BARS EVERY TRUSS BOTTOM CHORD W/ 2- 16d NAILS. MAXIMUM SPACING BETWEEN z -J BRACINGS SHALL BE 10 U ° SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR U ADDITIONAL CHORD AND WEB BRACING I I I I I U TB SEE PLAN 8" x 12" 2 #5 2 # # BAL. ®48' TIE BEAM 6 �-� 6 6 `J J MIT. 0 » n » ROOF TRUSSES SUPERIMPOSED LOADS ALL REINF. STEEL IN SAME _ "I" BARS 6" s" DEAD, TOP CHORD 15 P.S.F. STIRRUP SPACING AS MIN. LAYER UNLESS OTHERWISE SCHEDULED. DEAD, BOTTOM CHORD 10 P.S.F. NOTED. 2" FIRST STIRRUP SPACED W LIVE 30 P.S.F. FROM FACE OF SUPPORT. BEAM NOTES BASIC WIND PRESSURE, qz 44.1 P.S.F. L1 L2 L3 1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH NOTE: TRUSSES L < 17.3' GIRDER AND - - NOTES: V -146 MPH h- 25.7 30 -INCH LONG LEGS. PROVIDE 2 # 5 x 5 CORNER » „ 2. HOOK ALL TOP BARS AT ENDS. BARS TYP. EXP. n C n 1= 1.0 Z STRIP = 5'-0" TRUSSES -:� 17.3' 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS! 2. WHERE BOTTOM BAR'S ARE INDICATED AS CONTINUOUS W IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL EE NET WIND UPLIFT, ZONE 1 -37.6 P.S.F. -33.2 P.S.F. WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL MINIMUM 36 INCHES. I BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. NET WIND UPLIFT, ZONE 2 3 3. "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. � -90.5 P.S.F. - 59.7 P.S.F. OVERHANGS & TERRACE TYPICAL BEAM REINF. PLACING DIAGRA -87.0 P.S.F. -87.0 P.S.F. N. T. S. PLYWOOD ROOF SHEATHING: - WOOD TRUSSES 8c GIRDERS CONNECTORS SCHEDULE A. PLYWOOD ROOF SHEATHING SHALL BE 5/8 ", EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS CONNECTOR CONNECTOR TYPE ALLOWABLE LOAD VALUES SPANNING BETWEEN PRIMARY FRAMING MEMBERS. LABEL "USP" UPLIFT LAT. LOAD LAT. LOAD FASTENERS INTO STRAP PARALLEL PERPENDICULAR SIZE & C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING I TO WALL TO WALL QUANTITY MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED 35' -8" A TAPL16 975 LBS 595 LBS 885 LBS 7- 10d D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 8d RING SHANK NAILS. NAIL SPACING 12' -0" 12' -8" 11' -0" 1' -6" I B TAPL16 1350 LBS 595 LBS 885 LBS 11- 10d SHALL BE SIX - INCHES ON CENTER AT ALL SUPPORTS. C 7- 1Od TAPL16 TAPL16 + TAP12 2030 LBS 595 LBS 885 LBS _ 8- 10d TAP12 i TB (RAKED) D 11- 10d TAPL16 TAPL16 + TAP12 2405 LBS 595 LBS 885 LBS 8- 10d TAP12 _ E TAPL16 + SGP3 3025 LBS 595 LBS 885 LBS 11- 10d TAPL16 - 12 - 10d SGP3 » 1 3/4" 1 3/4" STEEL PLATE 4" X 1 5/8 " DIA EXP. BOLT © SGP3 STEEL PLATE 4 X 1/4 /4» N _ - Wd IAPLlb (Fy = 36 KSI) „ 3 1/ „ / „ W / (Fy = 36 KSI) F TAPL16 +SGP3 3755 LBS 595 LBS 885 LBS 5/8" 1 DIA EXP. / BOLT ® SGP EXTENDED LEG (Fy 36 KSI)1 4 ANGLE L3 1/2" X 3 1/2" X 1/4" W/ +2060 SEE TYP.2 BOLTS 5885 LBS PROVIDE 30 LBS FELT PAPER BETWEEN ANGLE L3 1/2" X 3 1/2" X 1/4" W/ EXTENDED LEG (Fy = 36 KSI) E -2016 v GIRDER CONN. DET. PREFAB WD. GIRDER AND TB EXTENDED LEG (Fy = 36 KSI) 1- 5/8 DIAM. THRU TpP OF �M� BOLT FORT 0 PLY TRUSS CONC. BEAM NOTE: 1). 6- 10d X 1 1/2" NAIL`iU EA. TAPL SEAT AT ALL TRUSSES, 1- 3/4 DIA. KWIK BOLT II W/ 4 3/4 E 2016 I I 2). TAP12 ANCHOR D.C.P.A. No. 02,- 0102.03 a, `� BY "HILTI W " " MIN. 3). TAPL16 ANCHOR D.C.P.A. No. 02- 0102.03 1 1/2" EMBED IN CONC. c N \ ) IJ- C) I II I 4) . SGP3 D.C.P.A. No. 02- 0102.!l3 1 2 ( TYP. OF 2 i I PREFAB. PREENGINEERED 3 ARIES(BY TRUSS MANUF.) Q w IN I TRUSSES @ 24" O.C. TYP! _ 3 1/2" 3 1/2" V- z PREFAB �n VARIES z � Q GIRDER TRUE 00 d w o� _ S-2 CONC. TB 1- 3/4" DIA. KWIK BOLT II A - A 1- Q ` n 4 3/4" BY "HILTI" W/ 4 3/4" MIN. SCALE 3/4 = 1'-0" D _c O I 'I - MIN. EMBED IN CONC. d 8 CMU LOAD 4-j - N BEARING WALL /A- UPLIFT CAPACITY Pupl= (4650)(0.78)(.61)(2)(1.333) =5885 LBS. C) w J Lw 0 z w 'm m O TYPICAL 2 BOLT O r �'' GI o S GI � N CONNECTION DETAIL ° Q o co i cn I _ SCALE 3/4" = 1' -0" " 2' 5" 3' +3717 +2100 +1504 11' -6Q �I - I _ w TB (R KE) PREFAB WOOD GIRDER TRUSS o L� 0 +2100 \� I - m Q � I Li m i I O I I TB RAKE _ I Im r i 00 13_g 13 -9 C14 I +780 (D-1159 m - I 7:�� PREFAB. PR ENGINEERED WOOD oo i �! TRUSSES ®�24" O.C. TYP. +780 ROOF P LAN \ / -1159 LEDGER "A" 3X8 P.T WOOD LEDGER W/ 3/4 DIAM. KWIK BOLT II ® 12" 2. m 1 /4' _ #- BY "HILTI" W/ 4" MIN. EMBED IN CONC. LEDGER "B" : 2X8 P.T WOOD LEDGER CONNECTED TO WALL 3. W/ 5/8 DIAM. KWIK BOLT II BY "HILTI" @ 24" W /4" MIN. EMBEDMENT i IN CONC, 4. N c - `° TB (RAKED) n DESIGN CRITERIA 1 -6 11'-q 2 1 -6 A. ROOF LOADS: LIVE LOAD 14' -2" ............................... 30 PSF DEAD LOAD ......... 15 PSF(© ROOF) ...... 10 PSF (@ CEILING) B. FLOOR LOADS: L LIVE LOAD ... ............................... 40 PSF SUPERIMPOSED DEAD LOAD ............15 PSF C C; STAIR LIVE LOAD 100 PSF BALCONY LOAD 60 PSF I - • • 9 1. C_. I 1. SHEET I •• • • s c G • O L. C S3 • • O G � L,) rn 4" DIAM. EXHAUST DUCT � N v < i� N -- - - STEEL HANGER WIRE \` W -- - - - - z ��. 0 0 NOTE: HANG DUCTS - ° ACCORDING TO SMACNA TYPICAL CEILING CABINET W z U F � EXHAUST AN W BACKDRAFT STANDARDS DAMPER LOW NOISE LEVEL L DRYER VENT. ROOF STRUCTURE PROVIDE W / P. CAP LOW PROFILE AND NO VIBRATION U TO OUTSIDE B.D.D. AT TOP FOR DRYER. SEE DET. SEE ARCHITECTURAL NO SCREEN FOR BATHROOM z U PROVIDE INSECT SCREEN ~ CU - AC - � PROVIDE A MIN. OF 4" -I � SPACE WHERE MECHANICAL O COMPONENTS TO ASSURE O b NEW 3 CAR ADECUATE ACCESS FOR SUP LY U z0 r CONSTRUCTION & CLEANING DUCT • GARAGE U FRONT FA E GRILLE W/ 4 -16d NAILS FASTEEN NG SCREENS O THRU PLYWOOD EXHAUST FAN HANGI�G FULL LOUVERED DOOR I I BRACKET (ADJUSTABLE) I 1 22 GA < R /A 7 TYPICAL Z BAR AND clil WIRE DUCT HANGING 3/4 "0 PVC CONDENSA W DOWN DRAIN aW" T R P R LINES DETAIL A & NI II �1 IN LV. TROUGH TO C.0 � f m ® • " �C AHU SUPPORT I I 1 22 CA 4 Gj DUCT FROM UNIT (SELF- STANDING) I . Q 4" DIAM. GALVANIZED STEEL - ' GAGE No 30 CLASS 1, R -6 FIBERGLASS DUCT ' PROVIDE CAP OFF II GEEING W/ 1 / 4 " PERFORATED z IR - FOR VENT ( H DL 26 MSG ,l 1/2" W IT I GALV. STRAPS R -6 FLEXIBLE DUCTS BAR 48 , � C C & ® ON ONE INCH THK I D EV RY ELBOW 6" WIDE TERRAC \ \� W HILTI REDHEADS FIBERGLASS SADDLES \ 0 1 4 SCREWS ATTACHED TO TRUSSES SLAB II - SPLIT SYSTEM SCHEDULE 1/2 "X3" 22 GA DUCT SUPPORT DETAIL Ep i NOTE: FLEXIBLE DUCTS UNIT N0. 1 TYPICAL CHANNEL AND I STRAP DUCT HANGING SHALL BE INSTALED WITHOUT A/ I C. DETAIL KINKS OR SAGGING DRAIN PAN W /WET DETECTOR TOTAL CAPACITY BTU /HR 9800 TO CONTROL OVERFLOW B 21 400 4 METAL SEAT 4 SHUTTING DOWN THE UNIT o SENS CAPACITY BTU /HR - - LEGEN (SEE ELEV. WHEN ACTIVATED I CFM SUPPLY 1000 4" M CFM 0 AIR _ E.F. EXHAUST FAN _ II O/ AIR RETURN — HEATER KW 7.5 ® CEILING DIFFUSER ( I ESP -IN WG. 0.30 I Al TEMP. AIR ENT. COIL DB /WB 80/76 I H R I R -6 FLEXIBLE DUCT I » R „ C.U. FLA 19.3 �f� 2 CONDENSATE DRAIN - - RE LINES IN 4 N VOLTAGE 1 -60 -240 R -6 FIBERGLASS BOARD DUCTS PVC SLEEVE TO COND. UNIT TO OUTSIDE MANUFACTURER RHEEM 421 ILI T THERMOSTAT - F LOOR jf ° AHU ELEVATION SCHEME � - A C GROUND 0 U N D PLAN 1 COIL MODEL RCHA36A1 W A/C DISC. 00 CFM CUBIC FEET PER MINUTE AHU MODEL RBHA17J11NUGAI NTS O L C.U. MODEL RAMB030JAZ Li TYPI A/C PLAN z SEER /EER 12.40 __ __ Z (/1 � Q LIQUID /SUCTION SIZE -IN 3/8" 3/4 NTS p _ J Q AIR CONDITIONING SYSTEM - GENERAL NOTES +, O EF -1 WITH Dv) 1. DUCTWORK SHALL BE 1.5" TF, <.K. JN wUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIERS. Q Ln LL_ .DUG ORK a• r ROOF VE NT. UNLESS OTHERWISE SPECIFIED TW SHAL L BE FABRICATED AND INSTALLED IN ACCORDANCE WITH Ld WITH MAINUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" & "SMACNA" STANDARDS. D Z (fj USE 1 4" CABLES CROSSED Z 10X8 CD / DUCT DIIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM Ld LL1 - - 250 CFM OVER THE UNIT FASTENED � SHALL COMPLY W/ NFPA STD. NO. OA AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 (n O TO THE PAD SUPPORT MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. O Z O X 00 ® 6X6 QC W,LC ) 2. COORDINATE LOCATIONS,SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE n- d - _ 75 CFM 10X8 CD IJ THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS, SPLITTERS & DAMPERS, AS REQUIRED. O Q 0(f) 75 CFM 3. DIFFUSERS SHALL BE SELECTED, LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM BATH 8 X TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: �- CONDENSING UNIT INSIDE OUTSIDE RELATIVE HUMIDITY Q ® 4�. EF -1 1MTH EXERCISE ROOM COOLING -78 DB 91 DB - 78 DB 50% TO 60% CC O TO ROOF VENT. G HEATING - 72 DB 45 DB c� 4. ALL FAN UN ITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO 4" OWER AND CONTROL OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR j CONNECTIONS x 6" MIN. MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. _ ( MAINTAIN 1' -0" 0 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0 ", ABOVE FINISHED FLOOR.U.O.N. 10X8 CD CLEAR FOR WALL 6" MIN. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION.DIFFUSERS SHALL HAVE HIDDEN OPOSSED 2" COND.DRAIN 50 CFM 11 10X8 CD BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY 6' ABOVE GRADE <_ k 4 8 250 CFM FASTEN CU TO 8. U DOORS , A.F.F. AS INDICATED.ZP ?p W ' I ' C CON. PAD AS 6" MIN. 9. PROVIDE FLOAT SWICH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER I T 4 PER M.F.R SPEC LIQUID LINE IN AUXILIARY DRAIN PAN. X TO WITHSTAND 146 W/0 INSULATION 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA. MINIMUM REF. LINES 10X8 RIGID M.P.H WINDS 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE DN. TO 1st 10X8 CD (1/2" BOLTS 3" LG EMBED BUILDING, AND BE EQUIPPED WI A BACKDRAFT DAMPER g" 8X8 FLOOR 50 CFM IN THE GONG. EA. SIDE) 6" SCHAEDULE 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS 8X8 CONCRETE BASE W/ 40 P.V.0 PIPE THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT RA 6X6 - 10/10 WWI INCREASE SIZE _ TRANSF AS REQUIRED BY CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES LE GHT AND ROUTING 13. CLOTHES DRYERS EXHAUST DUCTS (OR VENTS) SHALL COMPLY WITH MANUFACTURERS INST ALLATION INSTRUCTION , 1 N BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING 250 CFM SEAL ENTRANCE OF REFRIGE NT IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER 10X' CD PE W LINES INTO P.V.C. P C I II I L VISIONI J/ WHICH WOULD EXTEND INTO THE DUCT RE UNIT MUST BE INSTALED TO _ -. ALE RESILIENT MATERIAL WITHSTAND 150 MPH IMPERMEABLE, TER 14. CLOTHES DRYER EXHAUST DUCT SHALL NOT BE SCREENED -- - - - - - -- - - -_ -- -- - - - -- - REVISION2 HURRICANE FORCE WINDS SUCTION LINE W/ 1 -1/ ARMAFLEX INSULATION REVISION3 I CONDENSING UNIT MOUNTING DETAIL FAN SCHEDULE a MANUFACTURER ELECT. SERVICE DIMENSIONS WEIGHT AREA REVISION4 REMARKS M EM RP CFM ® S.P. FAN # AND MODEL N0. HP VOLTS /PH /Hz WxLxH (IN.) LBS. SERVED 1 - 1500 1 90 @ 1 8" 115/l/60 10 x 10 x 6 6 W/ GRILLE, 4 DUCT EX. FAN NUTONE QT 8(0 / 70 / TOILET DAMPER & ROOF CAP 2 BROAN 1160 1/90 110 @ 1 /8" 115/l/60 10 x 10 x 6 6 GARAGE MOTION SENSOR EX. FAN HVAC DESIGN REQUIRES: YES NO J AC 2nd FLOOR PLAN 1 /4 DUCT SMOKE DETECTOR I FIRE DAMPER(S) vI SMOKE DAMPER(S) • o f, ✓ FIRE RATED ENCLOSURE • °• ®•® ✓ FIRE RATED ROOF CEILING ASSEMBLY.. ✓ -- SHE FIRE STOPPING � u _ ✓ SMOKE CONTROL ✓ M 1 u') 0) C -24 C -24 � C14 N w.P w. W.P -`GENERAL ELECTRICAL NOTES u� - � LEGEND — ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE � � Q � P ° FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED W U) 1100 W 0 .. _ ELEVATION AND SHALL BE INSTALLED ON {SEPARATE) INDEPENDENT � � U-) �, \ ELECTRICAL OUTLET CIRCUITS FROM THOSE IN THE HABITABLE AREAS. Z o W o c� ° NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW z X o -0- LIGHT RECEPTACLES BASE FLOOD ELEVATION. ry W C— 6,8 / 1 —WAY SWITCH _ A C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD C� � ' ®D ELEVATION. z C - \ C -39 OC -39 SMOKE DETECTOR _ MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE Z ~ 0 ELECTRIC L �� FLOOD ELEVATION. z = J M METER Wg 0 3 CAR ELECTRICAL OUTLET O Q MAIN DICON — 3 — WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE U z GARAGE C 3 —WAY SWITCH ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT 0 ° GFI A GENCY ALL ELECTRICAL RE TRICALWORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY U E.F. EXHAUST FAN — WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ® HI —HAT ESTABLISHED BY THE LANDLORD. O — ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED FLUORESCENT LIGHH CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN Q ELECTRICAL PANEL SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". W ELECT. DISCONNECTOR — FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL rn — VIBRATING EQUIPMENT SUCH AS MOTORS,,, ETC. W� I � ALL WIRING DEVICES SHALL BE LEVITON DECORA SERIES OR EQUAL TO 2 F TELEPHONE OUTLET AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ® 23 ARCHITECT. C - § GFI – ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS Li — - C - 22 OTHERWISE NOTED. ' ° oO C - 23 – ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL F l C C 2 / _ _ J FAN W LIGHT ® o - BAR W P GFI W P EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL ®� TO 2nd FL \ _ _ CONTRACTOR. __ / – ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND ® ° TERRACE SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT - C -25 ARRANGEMENT OF THE FIXTURE. l000 TV OUTLET – ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, Q7 ' I- SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. D �> j I – ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. p ' B QTI TE " I E MOW A? ° I C– 4 ROOF TRUSSES ELECTRICAL WIRES KITCHEN OR BATHROOM IGHT SMOKE DETECTOR D LINE SIDE 120 V OF SWITCH SWITCH •� ATTIC J� �) � SWITCH LEG PHASE CONDUCTOR 'ELECTRIC PLAN tLl Q GR FLOOR ff?'- d7 SMOKE DETECTOR SCALE 3/16 " -1' -0" •' '''s CONNECTION DETAIL N S W 0y0 SMOKE DETECTOR LIJ STORAGE SHALL NOT BE PLACED 0 T REMP L . WITHIN 3 FT. OF ANY LL BOTHS SIDES A/C GRILL. Z LLJ z Q 1 —HR. FIRE - SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) O Q 0 N RATED CEILING TO A NON— SWITCHABLE KITCHEN OR BATHROOM LIGHTING U L SYST - EM N WL 3044 tY v ® ® 0 Lip C -27 C_27 F- RATING: 1 OR 2 HR. T RATING 1, 1\" CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT 0 J C 26 C -27 C -29 — C -29 C -26 SEALENT DEPTH \ " WITH \" CROWN, CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH Q LL_ SEALANT TO BE MANUFACTURED BY UNIT SHALL BE INTERCONNECTED W C FI TREMSTOP IA Z W C -27 W,LC to » 0 > > 0 0 B T c - 26 ( ® 120/240V ELECTRIC P A 225 AMPS. MCB O_ ® I 1 PH,3W SURFACE MTD. ry Q v EXERCISE RD❑ CIRCUIT FUNCTION VOLTS C/B TRIP WIRE LOAD C -3 _ 240 2P -60 — j � C 1,3 STRIP HEATER /BLOWER #1 (10.0 KW) 6 10000 # C -26 C -28 C C -29 C -27 C– 6 C– 2,4 A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) V. P -&� � C– 5,7 WATER HEATER 240 2P -30 #10 4500 C– 6,8 DRYER 240 2P -30 #10 5000 C– 9,11 COOKTOP 240 2P -40 6000 C -30 # 8 ® C -26 WIC C -10 REFRIGERATOR 120 1P-20 #12 1500 C -30 �� IC -28 C -12 WASHER 120 1P -20 #12 1500 C-2 _– J C -29 C -29 J� C C -13 DISHWASHER 120 1P -20 12 1200 – C -1416 STRIP HEATER BLOWER 2 10.0 KW 240 2P -60 6 10000 J 26 / # ( ) # ®° C -15,17 A/C # 2 CONDENSING UNIT 240 2P -40 g (4000) C -28 C -28 # –25 _ C -18,20 POOL PUMP 240 2P -30 # 1900 ® C -19 G.F.I. OUTLETS BATHROOMS 120 1P -20 #12 1500 I C-20,21,22 SMALL APPLIANCES 4500 120 1 P -20 _ C -24 12 _ # 1 FROM 1 st F C 24 C 24 C– 4 WP W P GFI C– 23 -37 LIGHT & RECEPT. 120 1P -15 13092 -- – _ — � C -38 SPRINKLER TIMER 120 1P-20 #12 1900 – 1200 C 39 GARAGE DOOR 120 1P -20 12 - C -25 # REMSIONI ELECTRIC PLAN I� SECOND FL OOR C– 40,42 SPACES REVISION2 FROM 1 st FL — REVISION3 SCALE 3/16"-l'-O 3 -2/0 THW REVI 1 #4 GROUNDING IN 2 CONDUIT 1 #6 TO C. W. P PNL O 00 A — — — TOTAL LOAD 63792 — FLOOR AREA 4 64 S F.� 3 WATTS 13092 3 2 0 A. NOTE: ALL ELECTRICAL EQUIPMENT DIS .BRKR 3 -2/0 THW ELECTRICAL LOAD CALCULATIONS WIRING RATED ®75" C Vl f2 CON ROI DUIT CONNECT LOAD LESS A/C = (63.8 -20) 43.8 KW 10 KW ® 100% = 10.0 KW 33.8 REST @ 40% = 13.6 KW 2 -8' GROUND ROD A/C OHTNG 100% = 20.0 KW MIN. 6' APART DEMAND LOAD = 43.6/240 = 182 AMPS. 1 # 1 THW CU SHEET 3 " CONDUIT (AS PER N.E.C.) ELECTRICAL RISER DIAGRAM El 4 __ LO c .. (n to ti tr) 4" ® 1/8" SLOPE J _J 3 Lr' TO SEPTIC TAN CO REQUIRED PAN NOTES: < N 1/2 HB 2 —WAY Where water heaters or hot water storage tanks are Lv CL installed above the ground floor space, or in attics or ceiling areas, the W �, -- .. - -- -- tank or water heater shall be installed in a galvanized steel or other 1 I ._ o v? 3' UP ( 7FU ) metal pan of equal corrosion resistance having a minimum thickness of 244" — ~ r L { e 0.0276 inch 0.70 mm . Electric water heaters shall be installed in 9ro9 � 0 a metal pan as herein required or in a high- impact plastic pan of at least W 0.0625 inch (1.59 mm) thickness. Pan size and drain: The pan shall not be less than 1 -1/2 o O inches (38 mm) deep and shall be of sufficient size and shape to receive 2 VTR O all dripping or condensate from the tank or water heater. The pan shall D be drained by an indirect waste pipe having a minimum diameter of 3/4 � � "�' ' _J 1/4„ SLP.(4 FU) inch. Z 1 a �tf#' i i i'.dfi J` r. }c O Q Z ,_ :..�.��... .�- .«..�. .. :3 Pmn drain termination: The pan drain shall extend full -size - � Z J and terminate over a suitably located indirect waste receptor or floor - - ' --- �, O NEW 3 CAR drain or extend to the exterior of the building and terminate not less U — an mm - than 6 inches 152 than 24 inches 61 above the adjacent ground surface. GARAGE ( ) or more ( 0 mm ) "�" • _° 2 " VTR ° O BELIEF VALVES NOTES: �-- '- 2"11/4 " SLP.(2 FU) Relief valve. All storage water heaters operating above atmospheric pressure shall be provided with an approved, self - closing (fevered) pressure relief valve and temperature relief valve or combination i thereof. The relief valve shall conform to ANSI Z21.22. The relief valve ° 3/4 CW shall not be used as a means of controlling thermal expansion." TO 2nd FL. y ` Installation. Such valves shall be installed in the shell of'`"" =" 3 H the water heater tank. Temperature relief valves shall be so located in ' " ° TO / 2 d L. the tank as to be actuated by the water in the top 6 inches (153 mm) of FROM S ERVIC E LINE CD - p the tank served. For installations with separate storage tanks, the �1 - valves shall be installed on the tank and there shall not be any type of valve installed between the water heater and the storage tank. There j shall not be a check valve or shutoff v6,e between a relief valve and the heater or tank served. BAR PLUMBING GENERAL NOTES -- ® -- 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE TERRACE FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES ,� THAT APPLY. 2 V R O 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE - J OBVIOUSLY, AND REASONABLY ivECESSARY TO COMPLETE THE 0 0 — -- �I, - INSTALLATION. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES�w ` AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. ` 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS -- OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE _.. PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMAIIC AND INTENDED TO S}i W THE �� Y` APPROXIMATE LOCATION AND ARRANGEMENTS ONIL . OVID14: ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A,C , P�FTE - INSTALLATION. 7. ALL MATER SHALL BE NEW AND OF THE BEST QUALITY NORMAL Y USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED >A 4 , OR _ APPROVED EQUAL. ° I 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLAS WORKMANLIKE MANNER. T '� 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR �. GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED � AT THE PLUMBING CONTRACTOR'S EXPENSE. 11 AS PER F.B.C. 604.9 Water hammer. The flow velocity of the water distribution system PLUMBING PLAN Shall be controlled to reduce the possibility of water hammer. A water - ,' 1 W hammer arrestor shall be installed where quick- closing valves are utilized, GROUND FLOOR 3/16 " =1' -0" unless otherwise approved. 11 -irre .tor `shall be located within an � �`��" � � effective range of the ; uIck" sty Water- hammer arrestors shall LL3 0 W ~ conform to ASSE 1010. Access she be provided to water - hammer arrestors. L L_ z >Q WATER H�AMER ARRESTOR 3/4" ~ Q ry i 3" DOWN(7FU) 314 �. _ HOT WATER L � O suPLDY WA TER —��` SUPPLY « Q — i GATE VALVE, P W W W 3/4" RELIEF LINE � z W OUTSIDE OF BUILDING LiJ _ 3 "1 /8" SLP.( FU ) SPILL 6" ABOVE FINISHED (n 0 � 1/2" 30 L. WATER GROUND ao O LAV 3" VTR W,I,C PRESSURE & TEMPERATURE o Q O ELECTRIC WATER HEATER RELIEF VALVE Iz B T R " 1 /4 " GLASS L INED R TANKR DOUBLE SEE NOTE � � 2 SLP.(1 FU) AIR GAP FITTING ELEMENT NON- CONCURRENT ON RELIEF LINE Q 1/2 EXERCISE ROOM MEET` G ASHRAE -1980 INSULATIO lO MINIMUM INSULATION R -16 2" VTR EN ROM 1 st FL NST ED ABOVE P A N 1st ( FL SHOW R VALVE W/ 1 /4 , � . SLP(2 FU) SEE NOT EMPERAT R PRESURE SH DRAIN VALVE 1/4" DRAIN PAN PIPE TO HAVE AN OPEN END BALANCE I ING VALVE J TO DRAIN OUTSIDE OF BLDG. 6" ABV. GR , - - — — SEE NOTE 3/4" 3/4» 3 CW -- - - - - -- ELECTRIC WATER HEATER DETAIL 2" A/C COND.DRAIN 1 4 6" ABOVE GRADE L) 1st FL. W I C " RELIEF', r N.T.S. 6" ABOVE GRADE - -- 1 30 GLS EWH # 1 M .. COLD �C HOT WATER ISOM. UNIT -A F. 3 4" H W 0 T 1st FL. NOTE : NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN & LAUNDRY TO FINISH ABOVE SLAB. I - I�COLD WATER 4 SANITARY RISER fi , HOT ATER s'R - W EwslaNt NOTES: O 2" PIPE OR LESS TO DRAIN � 1/4" SLOPE k . - ��• -° �,W„.,.. _ �,�� 3" PIPE OR MORE TO DRAIN ® 1/8 SLOPE �I - -- - - - - NOTE. PROVIDE' VACUUM r REVISION2 - _ — _ — 2 AN VALVES FOR TUBS PROVIDE �.. BREAKER FOR- ALL ,a AND SHOWER HEADS HOSE: BIBS, & BIDETS r , REASION3 � PLUMBING FIXTURE SCHEDULE - REVISION4 SYMBOL FIXTURE WASTE TRAP VENT C.W. H.W. SPECIFICATIONS '" REMARK& � WC WATER CLOSET 3' INTEGRAL 1/2" HWC WATER CLOSET 3- INTEGRAL 1/2" 1 HANDICAPPED _ I LAV LAVATORY 1 -1/2' 1 -1/2' 1/2' 1/2" COUNTER TOP HLAV WALL LAVATORY 1 -1/2' 1 -1/2" 1/2" 3 I-IA D)CAPPED - ,w,,•a F e BD BIDET 2" 2 1/2- « BT BATH TUB 2- 2- 1/2' 1/2 ' SK STAINLESS SINK 1 -1/2' 1 -1/2' 1/2 "/' DOUBLE COMPARTMENT L DW DISH WASHER 1 -1/2' 1 -1/2' 1/2'- 1r2" WM WASHING MACHINE 2" 2 1/2' 1/2" PLUMBING PLAN + e: HANDICAPPED I E �ET S F-� 3/16 -0 _ ®o SECOND FLOOR P1 GCOC t r c 0c0 C C .! REVIEW ..eR.. t T; t DATE DiSA PPO �D• ENV ME s FLOOD PLAIA INDUSTRIAL FAC. ASBESTOS PAVINGIDRAINACE STORAGE TANK` WASTE REG. 0 PRETREATM L WATER LY SUP ROAD F _ IMPA FE WASTEWAT ¢' AM 2 2404 AIR MIAMI COf AGRIGUL RAL APPROVED AIRPORT UPLAND b F.VN.R OTHER APPR V !- � DATE r�+t) �r ! "'� FIN DEPT R T MENTAL API"rx L IS 3 I v7 -PERMIT IS 4 V l_ ., G 1 i 'I F PLAN REVIBN SERVICES IV ED i x xis": MAR x , tN +` CONTROL a SECTION IIIII IIIII�II IIIIIIIIIIIIIIIII ' IIIIIIIIIIIIIIIIIIIIIII�IIIII�� _: �_� RpUGH f 2 @ 04 0131 Y , TO INSTALLA DATAF OF Co rm J os PRI : p ICJ OR ELECTRIC WIr�WG AID n Gt fa me M iL 037 NAMEPLATE HEAT BTAIN ERS H ontCf' a n. CHECK WATER 1 � @ �dITIN EQ UIFMENT TO 0 P, c m R I RP r HER UIFMENT+ HOT EQ ��' `J � �� : s AN O WIRE ti CORRECT SIZE CT AND ►ON•" PR E + 4 RCURRENT OT M � its tN�i��T s � \ Dade County Departm:en& cA ENVIRONMENTAL REM I S UA,1u ' N 6i ter a uision of Wa Conttira0 & CE+, ar Itea '1 Ap oar. CA d S <tr, of Provisions f r �S o Water Control: q0 - NOTES' V - - e ':le/ A7 - td "I SHORES VILLAGE VEQ BY O `� RPPR ' 3 s ZOhIMG , STRUCTUTA+! ELECT+tlrllll. � ® 4 MEGIfAF,ICAL POO r IG °�. OFi'ICIAI. Y EI?CR,t1, STATE AtIt1 COIlFtTY pO�. ti ,, RL�Gi�9�►TH1I�S. RES1'tiPISISII,1'{lES FOR ACCE6R,ACY. �; OR pkis:'. FROM VIESE i'LA1>IS. SCE ETU { 'E SCQTH FIS}RMA S!,10[; IG CO DE AS AIMED BY ,1aI �'��? .r3 d= I xiCr. Ifi R; ti►Rl T1!E A icuTECT, BUILDER & SU C a +Ian u > y ` , FO L Y 1001GATEED FIEREIN. C 4 ,r I ; - 770'V' e t fCi�tI;.E1?CE S3F ALL BE11l G'VG R i I il�1:bit�tR� N-4)