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HomeMy Public PortalAboutAPP 22-15 (Large Plans in file)TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN THOMAS SMITH May 26, 2022 Mr. and Mrs. Ryan Weekes 252o Avenue au Soleil Gulf Stream FL 33483 Dear Ryan and Nicole: Telephone (561)276-5116 Fax (561)448-1009 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Architectural Review and Planning Board on May 26, 2022, your application for a Level I1 Architectural/Site Plan Review to permit the construction of a new 91.95 square foot portico and a 3o6 sq. ft. detached pavilion with a summer kitchen was considered. The application was approved as requested and the approval shall expire on May 26, 2023, if a Building Permit Application, including the aforementioned improvements, has not been applied for. Kind regards, Rene" R. Basel, CMC Deputy Town Clerk Cc: Russell Rosicki, Design R Architects FL 100 SEA ROAD, GULF STREAM, FLORIDA 33483 H z W 2 W i� W It z O Q J a a Q Q a �i o � d d •a) 3 0 0 > 3 70 CL) > C C X O rn I.L a d a m O v) � Q� 0 r N Cl) 4 L6 (D CD C) a Q E > E F U O L LCD = c Q. E a Q aE 2 � Q L N a -- '> E �' a C a) O O) 0 •> N to > C N a a) d C C c L O J O U U X La 'p O c E E f6 a'c Z�000LL<N N M �J t� co Q i o 0 E O ` O JE a L J Q C3 X r O O O U C U O� C (6 U � C O O L a C e- L _0 * �' U L -O ca a . 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E z (WA M CI 2 ° 0 o F 6 J 00 O LUZ Z �o o F �V d-0PLT Q 0 u 6 60,0 o vv ink ,o N 'o d h LO w � N Pm -x 0 rn 0 cli O O O O O r M O O Cl) LO O CD O U) Q CO C O co OCl) Cl)O O N O 0 O CM ClCD O 0 0 0 F-a LL U YU0.n U G M Q m � co y o E n ai oaa o z ri O ri 01 ru d O O O O ID Ln I, 00 (n O M O M M O O O O O O O O O O N o LdI N N o N N 0 0 L LO i iD �O iD M M fM M Nr V- d- [Y coN mN N N O CD o 0 ko � r, 00 m O m o m m o O O o o O O O o o o O o O N Ln N N N N 0 o o 0 %D �o M � M M M m N CD N N N Page 1 of 1 4/11/2022 Property Appraiser GIS - Property Detail list by parcel control number Buffer: 20434604220000360 Acres 0.44 Sales instr WD WEEKES NICOLE & Value $ 1,205,974.00 Price $1,445,000.00 2520 AVENUE AU SOLEIL Taxbl $ 1,076,760.00 Date 7/6/2020 1 Bldg $ 487,111.00 Book 31563 DELRAY BEACH FL 33483 6102 Land $ 718,863.00 Page 594 Buffer: 25 20434604220000350 FREEMAN WESLEY E 2516 AVENUE AU SOLEIL GULF STREAM FL 33483 6102 20434604220000370 NEUMANN MIGUEL & 2540 AVENUE AU SOLEIL GULF STREAM FL 33483 6102 20434604220000380 SMITH MARILYN J 479 FOX RIVER DR BLOOMFIELD HILLS MI 48304 1009 Acres 0.30 Value $ 935,211.00 Taxbl $ 522,402.00 Bldg $ 224,267.00 Land $ 710,944.00 Acres 0.38 Value $ 998,211.00 Taxbl $ 343,706.00 Bldg $ 282,492.00 Land $ 715,719.00 Acres 0.30 Value $ 710,944.00 Taxbl $ 420,321.00 Bldg $ 0.00 Land $ 710,944.00 Sales instr WD Price $ 683,000.00 Date 4/27/2018 Book 29826 Page 976 Sales instr WD Price $ 370,000.00 Date 6/16/2011 Book 24624 Page 1286 Sales instr QC Price $10.00 Date 6/21/2004 Book 17296 Page 123 MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE VACANT TaxDist 20984 NAV PLACE AU SOLEIL LT 36 PLACE AU SOLEIL LT 35 PLACE AU SOLEIL LT 37 PLACE AU SOLEIL LT 38 AP 12 f Town of Gulf Stream, FL w I�M 0 M 00 4-) rt N N 0 N to N rd ro Ea N E1 rl O �4 a) x 4-1 O 0 (D H 4-4 0 rn �4 a) 5 U 0 H 0 U �4 h U 0 v NH 44 ta) F- ��FCOxa H 0 ro 41 t Pq H U FC 4 `d ° � Pa 41 � W Q xw CD -01 rd o� 4�4w �0 �°�Hzzww U \ o ��+ O _�T ��' zUa x w H Ln N H H O 1 0 O 0 � A O W H H q� >1 I 4, N rd 0 0 H a 'D (d cUn N a) u Li-4 m U x U H �4 O O ,o -H 0 rd vl rn x Q 34, rd o �(0 � a)�-H0 `d 0 �+rHiaP4 �V rd N 0 Pq rd U in o Z g H O f� H Q)O �404� Q �Orn rdqF:�aQq u� o P4 a) 3 �� s~� r 4a� ,xOU z rd 4-a VI ra � ° (d � 0 P4 m D p4 w H � 41, H U) bHrd gw O SHY Q HO 4 a) N H a rd A O H FC 0 �W CI4 p o U, t7� Pq ro H Ga +� x W x >1 �"'10 rd -lio 0 Waugow v) rd H 3 a) M a) U 0 3 w H w a + a) rd a) � 3 H x a q � 4 u a) -H �' H H rd q P� O 4J cn U a) N (d a) 0 rd a) H a pH� a 0 , H f� w N 4 4 ij M> -0 a) 1~ N H O FC g W z E Ln r 0 Q) 0 U 0 _ O 75 4-4 a W x H 0 C7 -H H i4 Q a) � -H 0 Q� rd H H n x W H rd U 4J q W H H 0 m U r--1 O 4 4 -H U U O 3 U H U FC W 0 U U -H U a) H a) P4 -H ri W P� P� x N N H a)a N rn U) -H s�4 Q a) w a P�aWawH 0 r-) O rl 4-.1 l0 41 -,1 4-1 F! � H a) W w > N U (n � a) U) 0 a) r, rd 1 H P� � Z W W Wqq q H Cl) > M U N � U H rd H U Q H D W 04 a o(d H E -� U W a) H Z H U >1 4� H r, H H H O w z Q) a a) � a) �A HH1 U-0 x U G H H W FC rd H 444 r -0 Pa U EO+ rd Q,4ja) M �A H ,[I a P- O OD a) ','41 z HOOH a) a) v� au 0wHuU)u H M 9 9 rd M H� fx H fy, H q AP ir I A g "'w , f D � I ,ark - •v� d '. 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Em 0 �to NN ua F 10 H o, O O J O O NO U �p O 0 (' 1 O O Q J 0 U. v�,mp v �v u N 0) 0 Ul 0 N w co0 0 000 NUd0 C L�+ v v ty ct7H N + 0 �00 7 X 0 rl v mzuln WEEKES RESIDENCE ALTERATION LEVEL III 2520 AVENUE AU SOLEIL TOWN OF GULF STREAM CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER SNOW DESIGN DESIGN FLOOD HAZARDS SPEED(MPH) WEATHERING FROST LIN TERMITES LOAD CATEGORY DEPTH TEMP N/A 170 N/A NEGLIGABLE N/A VERY HEAVY 54 X - 6 NOTES: 1. SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE X: +6 FT FLOOD ELEV. 2. SUBJECT PROPERTY S LOCATED WITHIN A WINDBORNE DEBRIS REGION, LMI IMPACT RATED WINDOWS AND DOORS ARE REOUIRED.. 3. SUBJECT PROPERTY IS LOCATED WITHIN A HIGH VELOCITY HURRICANE ZONE HVHZ . POINT OF CURVATURe0Ci$� --� FOUND NAIL y q� 0<' io">r±!Ar Ys Isb e�i�Oc°t'� N 5,15 13 MA 17- w ppUND L250' 1a0N ROD 5,9 S lox 42.6 5.4'E 'v �zo W 8a ONMyS.0' v J I¢ FENCE ( 52.4 oT LOT 38 W 42.6 of f 3 3 1.8W ; � RESIDENCE n D k C `, n O ) #2520 34 LU ® I 1T-. F..• C E-,° 4.2' I-: - DRAPEWA Z r� N pLL 49.V 8 103°09 Q I APB 12 2022 \ Tn W EI b 25.0' 12.0 ApN 30- pNOG a 4VEJD•E• 1 gp°OUO� `50" FENCEapp0EN511Y Town of Gulf Stream, FL \P1AS1 i r149 1.e5 M1Ex fg rjabN p01NT OF ��� p CAP r SOS 3T CUaNATURE FENCE a00 5111 FOUND NAIL 2S S 'NFXDENp p1SC NORTH EXISTING PROPERTY SURVEY BY OTHERS SCALE:1/32"=1•-O" CODE NOTES CONSTRUCTION TYPE. TYPE III OCCUPANCY TYPE R-3 LEVEL OF ALTERATION: III CODES: FLORIDA BUILDING CODE: 2020 ED. RESIDENIAL/B61T. ASCE 7-TO. NEC 2017 DESIGN PARAMETERS 1) BASIC MIND SPEED (WHO VELOCITY) DESIGNED FOR = 170 MPN RED. (WILT) 139.4 MPN RED. (VASD) 2) RISK CATEGORY II 3) BUILDING DESIGN: ENCLOSED 4) MND IMPORTANCE FACTOR 1.0 5) INTERNAL PRESSURE COEFFICIENT = 1.18 6J EXPOSURE = b' T) MND LOAD AS PER 1603.1.4 F.B.0 EX. SEPTIC TANK TO REMAIN aOCATION MAP LE: NTs NORTH EXISTING U TO REMAIN DRAWING INDEX OWG. NO. DRAWING TITLE REV.# DATE REMARKS T-1 TITLE SHEET, PLOT/SITE PLAN AND EXTERIOR RENDERINGS 3/7/22 A-1 DEMOLITION PUN 3/7/22 A-2 CONSTRUCTION FLOOR PLAN 3/7/22 A-3 PROPOSED ELEVATIONS 3/7/22 A-4 CROSS SECTIONS AND DETAILS 3/7/22 A-5 FOUNDATION PUN AND DETAILS 3/7/22 A-6 ROOF PLANS AND DETAILS 3/7/22 DETAILS 3/7/22 PAVILION FLOOR PLAN, ELEVATIONS & DOOR/WIN. SCHEDULE 3/7/22 MECHANICAL PLAN & NOTES 3/7/22 k MECHANICAL DETAILS & NOTES 3/7/22 ELECTRICAL PUN 3/7/22 PAVILION ELECTRICAL PUN, PANEL SCHEDULE AND NOTES 3/7/22 PLUMBING PLAN 3/7/22 P-2 PAVILION PLUMBING PLAN AND RISER DIAGRAMS 3/7/22 S-1 PARTIAL STRUCTURAL PUN 3/7/22 S-2 ISTRUCTURAL GENERAL NOTES RS-P PLACE AU SOLEIL ZONING CRITERIA SITE DEVELOPMENT REGULATIONS FOR THE RS-P DISTRICT, ALLOWED/MINIMUM EXISTING PROPOSED LOT AREA LOT AREA = 18,992.16 SO FT NO CHANGE GROSS FLOOR AREA GROSS FLOOR AREA = 44.17 SO FT KARDSCAPED AREA 10,495 SO FF 11.557 SO IT LANDSCAPED AREA = 40% 8,823 SO IT (46.45%) 7760.58 SO FT (40.8%) FLOOR AREA RATIO = .33 FLOOR AREA RATIO = .243 NO CHANGE FRONT YARD SETBACK = 30 FT FRONT YARD SETBACK - 42.6 FT NO CHANGE REAR YARD SETBACK = 20 H REAR YARD SETBACK - 527' HOME: NO CHANGE, PAVILION: 21.75 FT STREET SIDE YARD SETBACK = 20 R SIDE YARD SETBACK = 24.9' NO CHANCE SOUTH SIDE YARD SETBACK - 15 ET/30% OF LOT SIDE YARD SETBACK = 11.9' NO CHANGE MAX ROOF HEIGHT = 20'-0' ROOF HEIGHT 14'-10' NO CHANGE PROPOSED PDDDON = 0 SF PROPOSED PAVILION = 306 SF FACAOF GLAZING CALCULATION: ROOF OVERHANGS = 24' UON E REAR FACADE PROPOSED = 691 SF OF WALL REAR RADO OVERHANG: 61.75 GET 2. FEAR FACADE GLAZING - 262 SF 3. COMPLIANCE: 37.9% 1 40%, SO OK. (123.5/2) FROM PORTICO OVERHANG: 30.2 CST (60.4/2) AVENUE AU SOLEIL 50' RIGHT-OF-WAY �� \ 23' ASPHALT PAVEMENT EXISTING DRIVEWAY 29•_4•• APRO (MATCH) \ REMOVE E%ISTING HOT WATER HEATER & CONC. PAD I L ' ' \ P �PAV�R6 � \ 7 2' JJSL�7L 7777 cur BACK E..ISE ROOF OVERHANG (REMOVE FORMER AWNING). ,C N 12%12 COLUMN W/ 20X20 STONE BASE EXISTING GARDEN KNEE -WALL OUTDOOR KITCHEN AREA 3'-0" ROOF OVERHANG EXISTING FENCE 306 SO FT OF NEW PAVIUON STRUCTURE PROPOSED SEATING AREA - i 20'-0 :SIDE- AR SETBACK I R�6 / I \ F - --- - - - - - -- i 70.2' I 1,441 SF PROPOSED RENOVATION I I �I r------T I I I I ULM\ I I I �9. I FAMILY EXIST. �A1 \ #Y520 NEW L. I a I it r------ NEW PNVIU614 o iC i 49.0% 1, W/ ER /'4L KOEH I CONVERT 29SF OFI EXIST% SUNROOM TO LNINq ROOM DEMO PORTO PORE 4. I l it 1, -- 10 NEW UNDERGROUND NATURAL. GAS TANK BY - I OTHERS UNDER SEPARATE PERMIT. I EXISTING NON -CONFORMING SETBACK NEW AC CONDENSING UNITS EXISTING ELECTRIC SERVICE METER & PANEL EXISTING POOL EQUIPMENT NEW NATURAL GAS GENERATOR DESIGNED AND INSTALLED BY OTHERS (EXACT LOCATION TED). SUBMIT SHOP DRAWINGS TO ARCHITECT AND MAINTAIN REQUIRED CLEARANCES FROM HOME AND WINDOWS AS REO. BY FUEL GAS/PLUMBING CODE � O' 2' 4• 8' l 3 ) ARCHITECTURAL PLOT/SITE PLAN 1/16.._1.-6). NORTH FL ARATURf DR RLSSFI3. RC61(.10 scNTETRE I DATE. UCEW NUMBER: AR97227 G7�s • �� Russell Rosicki, Architect AtA, NCARB° DARCI-L LEER AP DEMON R ARCHrrECIB F1, LLP 6260 IN US MC3H11WAY 1 N E TJRIVM Pl- 32940 278 NEVVFORT R DEEFUIPTR.T .TI RFAC14 FL 33442 VOICE : 954 M SM Ha1D'dDE93NRARCEnBCr.O01A1 E NGTNP.®0 ' NO. )ATE I SUBMWON I 07.02.21 ISSUED FOR PERMIT -II 1 3.07.22 REISSUED FOR PERMIT BEY PIAN N ALTERATION LEVEL 1111 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TITLE SHEET, PLOT/SITE PLAN & EXTERIOR RENDERINGS DATE.' PROIP.CT NO: 4/15/21 2101 SCAIFi' DRAWING NOI AS NOTED DRAWN BY CIMCKED Br PER RRR T- I SB73.R' NO' 1 OF 17 FL ARCERIP.CT DR RUSSEIL ROS[Cl0 SIGNATURE: I2� I I I I 1 1 m L__________________� EXISTING W.I.C. 1 EXISTING MASTER BATH DRI / n I \_� 1 1 1 1 1 1 1 II II 1 REMOVE PART OF CONCRETE 1 PATIO FOR NEW POPPER AT i EXTERIOR WALL, SEE CROSS a SECTIONS FOR MORE INFO— \ Y REMOVE WALL FOR EXTENT OF WINDOWS N REMOVE WINDOWS L PEMOVE DOOR �2� EXCAVATE FOR NEW PAVILION IN THIS AREA AND PREPARE SUBGRADE PER GEOTECH REPORT I I I r------- II REMOVE EXISTING WINDOWS I I 11 I I I II REMOVE CLOSET EXISTING .I I� I I I I I I EXISTING Y J LAUNDRY MILLWORK I I N . I r-- II II EXISTING I I I I MA E1 53 ER BED I I � 3'-7' I r----L3 - MT ITING REMOVE CLOSET & MASTER �J� J'� EBAfH n BATH[1T1]7 L i REMOVE & DISCARD DOORS AND ASSOCIATED l WALLS AS INDICATED BY DASHED LINES T �I � I I I I L� -._--- _ I — - —CA REMOVE GARAGE DOOR EXISTING GARAGE REMOVE BATH AND LAUNDRY 11B REMOVE PART OF WALL FOR - NEW WINDOW INSTALL, SEE CONSTRUCTION PLAN AND WINDOW/DOOR SCHEDULE FOR NEW R.O. SIZES (lYP) 10'-5" REMOVE DOORS INTO 0 j SUNROOM �L I c\I I I I \ I I I I � I I (I p EXISTING SITTING AREA �'B I EXISTING [1�1] ,L � I I LI VIt•IG ROOM j%Ir KEEP EXISTING T&G CEILING COLLAR -REMOVE & DISCARD EXISTING \SJ I TIES AND ROOF OVER MAIN HOME CEILING & ROOF IN THIS AREA �i PROVIDE TEMP. SHORING & PROVIDE NECESSARY SHORING BEFORE REMOVE EXISTING WALLS RFMOVIEC ANY BEARING WALLS 3Ev0V_ SJNROOT, 7 I I I _ I I i I I PROVIDE TEMP. SHORING & �r REMOVE CMU BLK WALLS I I FXIS-LNG' I DYER DEMO GOT NO LIGHTS THROUGHOUT / I aL -��� 5 -7 AREAS OF NEW WORK (SEE E-1 PUN) I I REMOVE EXISTING APPLIANCES — �= AND SINK IN THIS AREA. L______ I REMOVE CABINETS AND �\ I COUNTER L S I I \ REMOVE EXISTING PARTITIONS 1p� N A -T r______T' �� L I EXISTING I L \I i l STUDY T { y I DU2] I Ir--� rr$1, I I I X II MICRON LL JJ I DI I, REMOVE EXISTING APPLIANCES REMOVE DOORS INTO AND SINK IN THIS AREA. EXISTING \ J I SUNROOM� REMOVE CABINETS AND KIC11`I]N r i hLI COUNTER �4 \I--r�------------------- i zl I I I EXISTIN _ ��S REMOVE EXISTING MILLWORK, WALLS & OBJECTS REMOVE DCOR Q� REMOVE ATTIC i E T�9 ��I .I ��� AS INDICATED BY DASHED PINES Q ACCESS HATCH j I n REMOVE DOOR ff REMOVE AND REPLACE ALL EXIST NO FIXTURES IN BATHROOMS /\ = /\P\ RFDROOM III 108 AND 106 \ % i ; \ - 105 E EXISTING V \( EXISTING I¢I EXISTING () BATHROOM h h BATHRGOM III NJRSSER" 1C8 106 (E) D/ (E) KEEP EXISTING ROOF/CEILING & WALL FINISHES _� ON THIS SIDE OF HOME. SEE CONSTRUCTION REMOVE EXISTING WINDOWS --' PWJ. FXISTING KEEP EXISTING ROOF/CEILING EXIST. NG CLOSET & WALL FINISHES ON THIS CLOSET 1(:.6_ SIDE OF HOME, SEE 50g CONSTRUCTION PWV. I / D E M O C O O n P n IX REMOVE PORTION OF EXISTING ; 4 L \ L /'\ V BLOCK WALL FOR NEW � 00/ SCALE:1/4"=1'-O" WINDOWS I I I I I I I I I �REMOXE EXISTING SLAB II FP r.FIVFn-4 APR 12 2022 Town of Gulf Stream, FL DATE LICENSE NUI AR972T7 • �s!�� Russell Rosicki, Architect ATA, NCARB. DARCl;, LEER AP DHSION R ARCFIITEC-M FL, LLP 62fA r4 LIS HIOT;WAY T MEJ-B0iJR1VE FT- 32940 278 NEWPORT R DERRP LIERPL D BEAfCH F'L 33442 VOICE : 951-371 SIB @ BD, DE%GNRARCFB7TMC0II ENGDVEEB - 07.02.21I ISSUED FOR PERMIT 1 03.07.22 RE- ISSUED FOR PERMIT KEY PLAN ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DEMOLITION LEGEND DELRAY BEACH, FL 33483 a EXISTING WALL / OBJECT TO BE REMOVED TITLE' EXISTING WALL TO REMAIN DEMOLITION PLAN DATE PROIECf NO; 4/15/21 2101 SCA1L+' DRAWING NO: p' 2' q• g' � AS NOTED DRAWN HY 1/4" = 1-0.RRR ORTH By'RRR A-1 SHEET NE" 2 OF 17 PATIO EL ARCFIIIF.CT DR RUS4ll ROSIQM SIGNATITREt 2 3 �� (4A-� e 3 MASTER OED 1221 JCL i1 E I NEW SS DBL WAL4 FLU UP TO CHIMNEY TNRU PATIO ROOF PER GAS I APPLIANCE SPECIFICATIONS I NEW CANTILEVERED ROOF ABOVE -I I I NEW LARGE PANEL SST _ GLASS DOOR BY LA HWESFRIF RA PERFETTA LIWE SUM SERII_S I I 3'-0" POOL PATIO Im I= PLEASE SEE A-8 SHEET FOR WINDOW AND DOOR SCHEDULE W/ DESIGN PRESSURES AND ROUGH OPENING SIZES SHOWN. INFlLL OPENING FROM DOOR 1 D D - 3._2" 2, WINDOW OPNG (N) � (N) PLOT PLAN & ATSEE SHEET FOR NEW — PAVILION IN THIS AREA \ 0 2 4 $ 1/4" - 1'-0" NORTH lDI J PROPOSED FLOOR PLAN � / SCALEI/4"=1' ®L �F I ME INFlLL FORR WINDOW ME 0-/ HER WIC O :7ENOV. SJnk /CN 16'-3" ACCESS FOR STORAGE ABt 2,- " V 6-6" /AA 1 NEW OVERHEAD GARAGE OR, SEE ELEVATION FOR SPEC / a \ TOILET RMA", FI: LMRATHH HIS 1119 11 V .0 O 17 EXISTING GARAGL RELOC. NEW LN PWC5P HALF .i 120 D O n M. rvWf6. ® H11I4L Jyfjy L \v/ S -} N N X'o " NEW TL BV, E S 1 SH °Ol+sy 80-308 M8� -2680 '` — - -'6 17' 4._1.. AR 3_igr 8-1"f, L. 7L3 'j 3'_4. N 4•_5" 3680 2680 ._O 11'-7, ._0.• y� NEW TANKLESS °( ELEC. HWH SEE w� P-1 SHEET NLVI N� O :IN a I> IIi- F�YYI =I \Y e 151 8' 0" 20'-2" I L ([) I O; 1, D E, STI.1T UP F F. s• L l f6• .S°+s 4• NEW BASE. UPPER CABINETS. APPLIANCE & ilN� COUNTERTOP (TYR) �9•_I10"4._0.. 7._0.. I � 4._4.. 'IC,V O In Ivr,r,- 3 A 4'-0" 4Enoj TcIH-n 1 4 I Oj o COOROI -------- \F', MILLWORK W/ OWNER � __ i I 31 � II g•_3.. AREA ABOVE i0 BECOME VAULTED, _ II L SEE ROOF PLAN FOR HATCHED IL AREA FOR NEW TRUSSES If - t2'-8"f NEW BEAM �• 2 -8 „ I I _ _ ELEC. HINT IN ATTIC SEE P-1 \ D SHEEP 3� © "4-E-4-2" O O EXISTING WINDOWS DIRECT CEMENT OF FXIIIIN„ ALL IXTURES IN ...2S RY BATH COME 108 -C)7 AND 06 — REP E SHOWER WITH UB — g -6" V—, 0X BEER COn1 1 Gr' TInGOo IXISIIVC � � EA. lk"")nl F' yAl H;�O'JIA I 0L' _U — - --+ _ \\-(2)NN AIR HANDLERS LOCATED E1 STING IN ATIIC, SEE Fxlc-�1Ng ii OSET L�a ,I MECH PLAN r 0'-F7 708' a 9ANICAL '-2" 14'-0" 3 A-3 NEW C/U'S, SEE MECHANICAL PLAN NO 5 A-3 N bO N N NEW PSL B 2._0.. I I 7._6" A ro o F_AI _ A NEW TRIPLE WINDOW TO MATCH OPPOSITE / SIDE OF HOME AT BEDROOM /105 SEE DOOR / AND WINDOW SCHEDULE ON A-8 —LB� AP,?110 —�,Town 22 Of Gulf Streom, F( PROPOSED PORTICO OVER NEW SLAB, SEE ELEVATIONS, ROOF AND FOUNDATION PLAN FOR MORE INFO. 4 A-3 DATE' LICPD6B NUMBER AP97227 CTS iiffR- Russell Rosicki, Architect AL4, NCARB, DARCI-I, LEER AP DESIGN R ARC1117IFFA= FL I I.P 6260 N US MC3HWAY I T RnLlRNE FIT- 32940 278 NEVVPORT R j>FF3XFr1E1 '] BEACH ERE 33"2 VOICE : 95h3'11-9NR ROOK DE90NRAACHUECISCOM FNGBVPER NO. I DATE SUBNMION - 0�07_li ISSUED FOR PERMIT ICY PLAN INSULATION SPECIFICATIONS CONDITIONED AREAS: MASS WALLS: R-1 WINDOWS: METAL FRAME WITH LOW-E MIN. SHOO = 0.25 U-VALUE = 1.05 DOORS: MIN. U-VALUE _ CEILING/ROOF: R30.0 LOOSE FILL BLOWN IN, OVER CEILINGS (VENTED ASSEMBLY, TYP) CONSTRUCTION LEGEND c,\\ \\ E NEW 3500 PSI MIN CMU WALL W/ I5 BARS ® 18 OC IN FULLY O EXISTING DOOR TO REMAIN MORTARED CELLS //////ggggqqpppppp 6 CMU EXISTING U16 NIT WALL W/ ADDED ® OC IN NEW INTERIOR DOOR LLO.N_ L FULLY MORTARED CELLS EXISTING W- / EXISTING WALL TO REMAIN OBIECT TO BE REMOVED NEW INTERIOR WALLS: 3-1/2" 22G STUDS SECURED W/ X-U PIS X'X"X'N" SIZE OF DOOR/WNDN �— HILL FASTENERS 016" OC W/ 6J" (XXXX) TYPE, GYP BD PER LIGHT GAUGE FRAMING DETAILS. WHERE WALLS ARE SHOWN THICKER. USE ® 120 CHI EXHAUST FAN, SEE MECH. 5" 22G STUDS 6 16" OC EX 8Xi6 CMU WALL TO REIAA'.N. INDICATES CEILING/SOFFIT ABOVE TO RUN MECHANICAL NEW 3 4" PT WD FURRING STRIPS, / �I DUCTS THROUGH OLD. SEE 5/8" TYPE-X GYP PD & FIRE BLOCKING IF APPLICABLE. ADD N5 L_ -.'I S-1 FRAMING PLAN & SECURE I/2' TYPE-X GYP BD TO PARS VERT. 0 48" OC IN FILL CELLS UNDERSIDE. SEE MECH DWG WHERE SHOWN, (TYP) FOR MORE INFORMATION Ig FILL CELL W/ b5 BAR VERT. IN) NEW DOOR OR WINDOW SEE WINDOW & DOOR SCHEDULE FOR MORE INFORMATION. SMOKE DETECTOR (SEE PLAN) (E) DOOR OR WINDOW. ALLEXI OWS ALL EXISTING NEW EXHAUST FAN BE ARCH ARE VERIFIED BY ARCHITECT TO BE IMPACT RATED. OWNER MAY CHOSE i0 REPLACE %'X"X'X" SIZE OF DOOR/WINDOW THEM UNDER A SEPARATE PERMIT APPLICATION BY A (XXX%) WINDOW AND DOOR PROVIDER. ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 CONSTRUCTION FLOOR PLAN RATE: AtOIE.CT' NO.* 4/15/21 2101 SCALE DRAWING NO: AS NOTED DRAWN Br. RRR BW A-2 RRR SI= NO: 3OF 17 FL ARCHITECT DR RUSSE L ROSM SIGNATURE: T.O. RIDGE ELEV= 14'-9" B.O. FASCIA ELEV- 10'-9" B.O. FASCIA —TIELEV= 8'-0" EXISTING GABLE END TO REMAIN EXISTING ROOF TO REMAIN __11 �3.5" 12" NEW CHIMNEY —____.,,SAVE HEIGHT NOT CHANGING NEW STUCCO OVER NEW WITH ROO\ F REPLACEMENT NEW LOW SLOPE TPO BEAM SPANNING ACROSS (MAINTAIN EXISTING) ROOF CANTILEVERED OVERENLARGED OPENING 0 SLIDING EXISTING POOL PATIO \ SLIDING GVSS DOORS FINISHED FLOOR I'' DEMO EXIST. WINDOWS AND REPLACE WITH NEW SLIDING FORMER AWNING STRUCTURE REMOVE EXIST. WINDOWS T DOOR G ASS PANEL DOOR BY LA AT REAR OF HOME TO BE & EXPAND EXISTING OPENING FOR NEW WINDOWS PROPOSED WEST E L E V A 0 N FINESiRPANE SERIES REMOVED IN ITS ENTIRETY —NEW CHIMNEY BEYOND NEW PORTICO ROOF BEYOND T.O. RIDGE ELEV- 14'-9" EXISTING ROOF '^ EXISTING GABLE TO REMAIN i END TO REMAIN J 3.5" o 8.0. FASCIA Mgm e - LEMEN V_F BSCOA O P OFP 1 6 0 __1 F. SREMAIN CO - FINISHED FLOOR �TO OVERHEAD IMPACT RATED GARAGE DOOR BY CLOPAY; EXISTING DOOR CANYON RIDGE W8 DP46T, REMOVE EXIST. WINDOWS PROPOSED NORTH ELEVATION MIAMI DADS NOA 20-0922.55 N "DARK FINISH" OVER MAHOGANY OVERLAY NEW SS FLUE HIGHERTHAN &INFILL W/ CMU BLK WALL SCALE:1 /4"=1' T.o. RIDGE ELEV- 14'-9" 8.0. FASCIA ELEV- 9" A8'B.O. FASCIA ELEV- -O" FINISHED FLOOR ELF 3 ) PROPOSED SOUTH ELEVATION AIAI�IAIAIAIAIAIAI AIAIAIAIAIAIAIAIAI .IAIAIAIAIAIAIAIAIAI TgI11AIA1A1A1A1A1AIA1A1AtAi AIAI�IAIAIAIAIAIAIAIAIAIAIAIAIAI �AIAI�IAIAIAIAIAIAIAIAIAIAIAIAIAIAIAIAI MiAI 111111AIAIA►AIAIA►AIAIAIAIAIAIAIAIAIAIAI NEW PORTICO HIP ROOF WITH BARREL TILE TO MATCH EXIST./ ADJACENT IN ALL ASPECTS— ADJ. RIDGE NEW CHIMNEY — SANDED STUCCO - OVER DIA. MESH REMOVE EXIST. WINDOWS) & INFILL W/ CMU BLK WALL SS EGRESSu.. u�lll O 1 I, 1 J3.5" EXISTING BARREL TILE ROOF TO 12 REMAIN �EXIS TO T. STUCCO REMAIN EXISTING GABLE -END OF MAIN ROOF TO REMAIN PLEASE SEE A-8 SHEET FOR WINDOW AND DOOR SCHEDULE W/ DESIGN PRESSURES AND ROUGH OPENING SIZES SHOWN, MAX. GLAZING CALCULATION: REAR FACADE = III SF OF WALL GLAZING = 262 SF SO... 37.9% < 40%. SO O.K. NEW PORTICO HIP ROOF WITH BARREL TILE 10 MATCH EXIST./ ADJACENT IN ALL ASPECTS T.O. PORTICO 3.5"L— ELEV- 13' 2" I . \� B.O. PORTICO EAVE ELEV= 9'-0" FROM FF ' NEW RAFTER TAIL --3' 11 —�f ': CLAD -WRAPPED REAM ENDS .i o W/ LATEX PAINT (MATCH ,(2 _0,fi EXISTING HOMES RAFTER I ILI IN ALL ASPECTS, NF) NEW SS FLUE MUST BE +'" HIGHER THAN ADJ. RIOGE NEW CHIMNEY BEYOND EXISTING BARREL TILE ROOF TO //—ALIGN NEW HIP RIDGE WITH / EXISTING MAIN HOME GABLE RIDGE. REMAIN / EXISTING BARREL TILE ROOF TO REMAIN B.O. PORTICO EAVE ELEV- 8 -0 "" " " ELEV= 9'-0" FROM FF © O 1 R S R EGRES EXIST.STUCCO EXISTING WINDOW �T0 REMAIN FINISHED FLOOR ELEV- 0'-6" FINISH PORTICO WITH 4 PROPOSED EAST ELEVATION STUCCO TO MATCH EXISTING ADJACENT NOME- SCALE:1 /4"=1' I K J O - TFIT STU O REMAIN C� NEW LMI WINDOWS TO MATCH OTHER SIDE OF HOME 3.5"I 2' 1 BETWEEN RAFTER TAILS: GC SHALL MIMIC AND REPLICATE VENTED SCROLL AT T.O. WALL & PROVIDE SCREEN VENTS BEHIND FOR VENTED ROOF ASSEMBLIES .M 0 �X ry '-IT NEW RAFTER TAIL 'i CLAD -WRAPPED BEAM ENDS '1 W/ LATEX PAINT (MATCH °i 2 0 EXISTING HOME'S RAFTER TAILS IN ALL ASPECTS, VIF) PARTIAL NORTH ELEVATION 5 PROPOSED PORTICO SCALE: i�sigrT-�_ Russell Rosicki, Architect ,%Lk NC•ARB. D.ARCK I.EED AP 13FSI0N R ARCHIi'F.CIS FM, U-P 6260 r4 US MC314WAY I ML-+LBOURNE FT. 32940 ZM NEWPORT R I>FFRFIIFII T) BEACH FM, 33442 010E : 954-31-SM 0MRuDE9GNRARCHn13CM00M ENGI TP I NO. I DATE I SUBMISSION I KEY PLAN N 1 ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 PROPOSED EXT. ELEVATIONS DATB PROTECT NO: 4/15/21 2101 SCATS DRAWING NO: AS NOTED DRAWN BY' --- RRR A-3 BY, RRR SHEL NO; 4 OF 17 KEEP EXISTING ROOF SHEATHING & COLLAR TIES - FRAME NEW 2X6 CLG SOFFIT TO CREATE NEW KEEP EXISTING VAULTED CLG MAIN ROOF W/ T.O. RIDGE ELEV- 1a'-10' BARREL TILES 12" NEW X:" GYPISUM 8.0. FASCIA CEILING 'I I NLW NEW STUCCO OVER DFN r3 CMU TO MATCH EX/ ADJACENT HOME NEW 2X4 WOOD IN ALL ASPECTS FRAMED WALL WITH 5/8" TYPE X GYPSUM ON FINISHED FLOOR EACH SIDE ELEV- 0'D NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING jj NAILED TO LVL BEAMS WITH 8D RING SHANK NAILS- 6" USE NUVUE NVRT O.C. AT PANEL EDGES & AT 16 OR BETTER INTERMEDIATE SUPPORTS. NAIL SPACING PIGGY BACK STRAPS SHALL BE 4" O.C. AT ENDS SE SIMPSON HTS20 HOLD DOWN REBUILD LOW SLOPE DEVICES ® 12" OC ROOF IN SAME LOC. 1/4" SLOPE REPAINT CEILING TO NEW FALSE/EXPOSED WD BEAMS MATCH EXISTING NEW BEAM HANGERS ® NEW STEEL BEAM EXISTING RAFTERS SEE S-1 FEET NEW HISS X6X3/8 STL o TUBE BOY. D EMBEDDED IN . XISTING LIVING RGOM DEMO EXISTING 17jT' WALL EX 10 MIL VAPOR -J PREPARE SUBGRADE PER GEOTECH BARRIER (TYP) EX 10 MIL VAPOR REPORT BY EAST COAST TESTING BARRIER (TYP) n CROSS SECTION @ MIDPOINT OF HOME SCALE:1 /4"=1'-0" L0. RIDGE ELEV= NEW MITEK 1.75" LVL SLOPING JOIST HANGERS LA 24" OC (USE SKEWED HANGERS FOR HIP RIDGE LVL BEAMS) B.O. FASCIA - ELEV= 10'-9" NEW R-30 SPRAY FOAM INSULATION UNDER SHEATHING (ENCAP5 ULATED ASSEMBLY) FINISHED FLOOR — ELEV- NEW FLITCH BM BEARING RIDGE BEAM ON NEW TUBE STL POSTS WITH TOP CAPS, SEE STRUCTURAL PLANS & RELATED DETAILS SISTER NEW LVL RAFTERS TO EX 2X4 TOP CHORD ® 24" OC. SEE ROOF PLAN FOR MORE INFO. KEEP EXISTING ROOF TILES & SHEATHING NEW 5/e" To POCK MI FUSE IJUVUE INDUSTRIES NVRT16 HD GYP BD CLG FOR 24" SPANS =I STRAPS ® 24" OC MASTFR REMOVE BOTTOM TRUSS 11FCOM CHORD AFTER SISTERING 12� NEW WD OR TILE TOP CHORDS TEMPORARILY FLOOR BY OWNER SUPPORT STRUCTURE AS RED) 18'-9" RE -STUCCO EXTERIOR `NEW 5/8" GYP BD ON WALLS OVER 3/4' WD FURRING STRIPS EX 10 MIL VAPOR ®16" OC (TYP) BARRIER (TYP) l l CROSS SECTION @ MASTER BEDROOM SCALE:1/4"=1'-O" KEEP EXISTING COLLAR (TYP) — KEEP EXISTING ROOF FRAMING (VIE, NOTIFY ARCHITECT OF SIZE) RE EXISTING D- N GARAGI 131 11R1 NEW CEILING SLOPES PER DETAIL 1 THIS SHEET EX 10 MIL VAPOR BARRIER (TYP) 3 CROSS SECTION @ GARAGE SCALE:1 /4"=1'-D' KEEP EXISTING HAUNCH F007ER & SLAB ON GRADE. EXISTIIG KEEP EXISTING TRUSS ROOF AT GARAGE AREA B.O-FASCIA ELEV- 8'-0" EXISTING MASONRY BLOCK WALL E%ISTING FOUNDATION AND CONCRETE SLAB FINISHED FLOOR SUNROOV 110 NEW #5 BARS ® 8" OC MIN 48" SPLICE & HOOK DOWN INTO FOOTING \ EXISTING CONCRETE \\—SLAB 4 ' NEW 10 MIL VAPOR BARRIER (TYP) NEW 3000 PSI P.C. HAUNO ER FOOTER. WHERE COLUMN IS BEARING PROVIDE ENLARGEMENT TO ACHIEVE 48"X48". SEE FOUNDATION PLAN FOR MORE INFO GAF SINGLE PLY TPO LOW SLOPE ROOF, MIAMI DADE NOA 20-0518.02, UP TO -120 UPLIFT ALLOWED MIN. R-30 CLOSED CELL SPRAY FOAM APPLIED IN CONFORMANCE WITH ASTM C 1029 0 UNDERSIDE OF ROOF SHEATHING (TYP/ENCAPSULATED ASSEMBLY). -USE SIMPSON HTS20 HOLD DOWN DEVICES 0 12" OC NEW 1.75X 11-7/8 LVL BEAMS 0 12" OC PROVIDE 5" ALUM. GUTTER W/ DOWNSPOUTS AT EA END COLLECTED INTO PVC LEADER TO DAYLIGHT PT WD 2X4 STRIPS 12" PROVIDE DRIP EDGE W/ WOVEN WIRE MESS H & ® UNDERSIDE NEAR FASCIA STUCCO FINISH ® UNDERSIDE OF SOFFIT NEW STEEL BEAM SEE S-1 SHEET o NEW HSS 6X6X3/8 TUBE STL COL POST EMBEDDED WITHIN ALUMINUM CLAD WRAP TO MATCH SLIDING DOOR EXTRUSIONS. SEE S-1 SHEET FOR MORE INFO EXISTING CONCRETE PATIO. CUT AS REO. TO FORM NEW FOUNDATION + PATCH/REPAIR IN KIND (VIF) PROVIDE COPPER PAN FLASHING W/ SILL SEALER AT NEW DOORS AND LARGE PANEL GLAZING BEARING AT 1" RECESS PREPARE SUBGRADE PER GEOTECH REPORT BY EAST COAST TESTING SE NUVUE INDUSTRIES NVIA16 HD l STRAPS 0 24" OC Of DO ' < '. 4t BE ARCHDECI' DR RLEHL. RMM SIGNAELM: /5 VERTICAL BARS 8" CMU WAIL ® 48' O.C. 0 ' CMU PARTWLLY GROUTS.. �r ]DATE FOR REINF. SEE 8' DUR-O-WAL IN. 9G HORIZONTAL PUNS k SECTIONS IICPSSB iV!)N�L; pTIt9T7Z7 REINFORCING ® 16' O.C. r---- — PLAN VIEW I I I I /5 VERTICAL BARS 0 48" O.C. 1 �- - - -- 8' CMU PARTIALLY GROUTED. MASONRY CORNER: 3 CELLS A MIN. RENT. WITH J5 BARS A IN FULLY GROUTED CELLS 8' OUR-O-WAL 9GA HORIZONTAL (TYR. ALL AROUND) PLAN VIEW [REINFORCING ® 11' O.C. @ CORNER SECTION VIEW (D MASONRY REINFORCING DETAILS SCALE: NTS NEW ROOF TRUSS ENGINEERED BY OTHERS �BX16 CONC. TIEBM W/ H5 BARS TOP/BOTT 83 STIRRUPS 0 12" OC. VON ON TERM SCHED. j, NEW HOLD-DOWN PER ROOF PLAN 3500 PSI 8" CONC. BLOCK WITH MINIMUM (1) #5 EACH CELL 0 48" OC DOWN 6 TIEBM DETAIL SCALE: NTS FOR REINF. OFFSET SEE O PLANS & SECTIONS D D GRUUTEJ CELL 8" C.N.J. #5 IN CELLS (TYP'CAL ALL WALLS) ADJACENT TO OPENING 0-2AR SPLICE DTL PLAN DTL @ OPENING SE: NTS SCALE: NTS TARS P. VIF) UNIT NOTE: EXISTING FILLED CMU CELLS TO BE VERIEED BY CONTRACTOR_ IF UNGROUTED CELLS ARE FOUND ADJACENT TO NEW CMU WALLS, MORTAR FILL Yl/ TYPE-S, MIN 350OPSI (SEE FLOOR PLAN FOR LOC.) ( 9� FILL CELL DETAIL SCALE: NTS RFr.Ff11F APR 12 2022 Town of Gulf Stream, FL GTs •igma Russell Rosicki, Architect NCARB, DARCH, I AP DE ON R ARCHITECT'S FL, LLP 6260 k4 US MC311WAY I MRIF 7<:IURIVE FL 32940 27E NEVVFORT R DFF_1kFr F7 rn BEACH FL 33442 VOICE ; 9WM-90 11410 n DE46NRARC}�7ECISOOM ENGE4.FR -- 107.02.211 ISSUED FOR PERMIT 1 3.07.22 REISSUED FOR PERMIT Tot PLAN ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 7717.TL CROSS SECTIONS & DETAILS OA7E PRNP.CT NO. 4/15/21 2101 SCATS DMWBVG NO: AS NOTED IOMWN Br- RRR A CIMCICED BY. RRR —4 smar NOA S OF 17 PATIO PATIO SEE S-1 SHEET FOR FOOTING DESIGNATION SCHEDULE (TYR) TERMITE TREATMENT OF SOILS IS REQUIRED SEE GENERAL NOTES & PROVIDE CERTIFICATION TO AHJ AND I ARCHITECT TO DOCUMENT COMPLIANCE - EX FTG ALIGN T.O. MONO -SLAB W/ T.O. EXIST COLO PATIO (PITCH AWAY FROM FOOL) I EXISTING MONO -POUR HAUNCH FTG AT EXISTING CMU BLK WALLS TO REMAIN. ENSURE MIN. 18" BEARING 0 12•' MIN. BELOW EXISTING /ADJACENT GRADE (24" BEARING IS ASSUMED. TYP) - TRENCH -CUT EXIST. SLAB FOR NEW '.. PLUMBING, SEE P-1 PLAN FOR MORE INFORMATION EXISTING F.FE F,At �I T I +-I +i i— Ex:sTINc BEDRooM -' FTG-2 ;'�ORTH WING �I (S_AB ON CRADE) Lr-- - OLUMN DESIGNATION "Cl'- REPRESENTS NEW HSS 4X4X3/8, SEE S-i SHEET FOR MOPE INFO NEW 24" THK 3000 PSI PC PAD FTG. NESTED ADJACENT TO EXIST. -HAUNCH FTG•$. STEP DOWN TO PATIO, SEE S-1 SHEET FOR MORE INFO ' NEW 18" THIN 3000 PSI PC PAD FTG NESTED W/ EXISTING HAUNCH FTG'S 5• k m = C', � I 24 -11 EX FTG - -I EX FTG_ _ T EX FOG -E _F FTG-2 ESIG F 9-0 REEE ESE S NEW OHS �ORE 3 8 a .o R N S x/ }I SEE S-1 SHEET FOR MORE INFO F F, #5 BARS EA WAY W/ 3" MIN. COVER, SEE SECTION & S-1 SHEET FOR I .1 4 -O" MORE INFO I Gk IOXIOX112 STL BASEPL 0 COL. 4 .U•• j NEST INTO NEW LOOTER, SEE S-1 SHEET FOR MORE INFO, TYP. 21 1 I .. ,4 1 NEW PAVILION W/ SUMMER'KITCHEN 4- WILL INCORPORATE PLUMBING SEE - N P-, PLAN FOR MORE INFO IL.- n _�1 PAVILION 4 It - NEW 5 THK 3�O-P51 PC STAB bIdRk E 1. I W/. 14�14X4'WWWAJ CENTER USE 10 MIL' II 1 ,' MDISTURERARRIEROV�CUSHU B7 � I f �. I I •` I I 1 I� �Jt FL ARCHEI (:T DA RUSSELL RORM SIGNATURE 41 41 EXISTING HAUNCH FTG (OUNDATION FOR EXISTING GARAGE STEP EX FTG. DATTV - - i i LICENSE NUMBPA+ AR97227 GARAGE I CTS• I EXISTING GARAGE SLAB ON (;BADE) Russell Rosicki, Architect EXISTING F.FE - AIA, NCARB, D.ARCH, LEER AP - DES10N R ARCIUTECI"S Fl-, LLP 6260 N US HIGHWAY I �11" MELBOURIVE F•L 32940 I 278 TgFEBRT R —CTE'- I DEERFTELD BEACH FL 33442 — - - VOICE : 9W3/1-5948 INFO n DESKINRARCIFIrREMCOM E% FTG _ C FNGRiFBt ,I L� _ #6 BARS DOWELED @ 48" OC OR AS SHOWN W/ 8' OF EMBEDMENT - EA WAY (TYP FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN - SUN ROOM DOWELING BTWN NEW SLABS & EXISTING STEM WALLS USE P.EGULAR UNCOATED BARS WHERE FOOTERS MEET & AT NEW EXTERIOR STEM WALL ADJACENCY TO NEW SLABS ON GRADE. 2#6 BARS CONTINUOUS W/ 3" MIN. COVER, SEE DETAILS ON A-8 SHEET FOR MORE INFO \ E EX FTG SEE A-8 SHEET FOR PAVILION PLAN, CROSS m SECTION, ELEVATIONS & DETAILS /'1 ` / FOUNDATION PLAN 0 SCALE:1/4'-1•-O" 0 2 4 fl NORTH NEW 14"x14" 3000 PSI CONCRETE COW MN WITH (4)b5 BARS VERTICAL ' AND b3 STIRRUPS BIT ON CENTER NEW 5" THK 3000 IS PC SLAB ON GRADE W/ TAXI 4X6 WWM_ USE 10 MIL MOISTURE BARRIER OVER CRUSHED/COMPACTED GRAVEL. (4)N3 BARS 0 8" O.C. EACH WAY NEW 36X36x10 3,000 PSI CONC PAD FIGS OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE MIN_ 1.500 ESE COMPACTION ® R Fr,1.=#vf=n NEW COLUMN SEE S-1 NEW FOUNDATION SEE S-1 tell HCOK 6 HOOK (TYP.f HLUI AL PILL 'IF -I' CHANCE ,i 14" PS3:i.0 API? 12 2022 - H 35. Town Of Gulf Stream, FL TYP. PILE @ NEW FOUNDATION l �) SECTION @ PILE SCALE: NTS NO. DATE SUBbOS40N 07.02.21 ISSUED FOR PERMIT 1 103.07.21 RE -ISSUED FOR PERMIT KEY PLAN: Mo m N ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 FOUNDATION PLAN I DAIB PROIECC NO: 4/15/21 2101 SCAIE DRAWING NO; AS NOTED DRAWN HY ERR C�Hr A-5 RRR sNBP xo 6 OF 17 FV] WORST CASE UPLIFT CORNER = -90.2 PSF FL ARCHnI DR RU%'aL ROSIM SIGNATURE: �D—d i I ExTB REMOVE BOTTOM CHORD OF TRUSS TO FACILITATE VAULTED CEILINGS: PROVIDE NEW LVL ROOF RAFTERS SISTERED TO TOP CHORD W/ 10D NAILS STAGGERED 2.5" OC IN BOX PATTERN. INSTALL NEW FLITCH BM AS BEARING RIDGE. SEE SECTION ON A-4 AND STRUCTURAL PLANS & DETAILS FOR MORE INFO. EXTENTS OF LVL SISTERING IS OVER BEDROOMS AT N THIS SIDE OF HOME. VERIFY SLOPE OF VALLEY & BUILD-UP W/ LAYOVER 2X FRAMING ® 24" OC EXISTING ROOF RIDGE (VENTI IV IBL 51'LILL YOSI' In ' S1 E%TB LISTING TRUSSES &. BARREL TILE ROOFING TO REMAIN, LON NORTH WING J I I I, 25' 0" FISS 4X4X3/8" 111L STLLL PL VENEER �L NEW VENEER STONE OVER 5/8"NSEI AS ENTITHIN L7 BACKER BD OVER 1/2" DENSEGLAS HEATHING W/ 20C LIGHT GAUGE SITE FRAMED CHIM EY. EXTEND UL-LISTED SS FLUE TO MIN. 2 ET RMINATION 8'-0" — — ABOVE ROOF RIDGE. KEEP FLUE MIN 3" FROM ANY COMBUSTIBLE Il'I1T' SFLLL POST 11SS ,X6X3/8- lBE STF.I:T POST EXISTING X ROOF FRAMING ® 24" 1 — — — — — — — — — — — OC TO RE IN (VIF) 2 _ _ _ _ _ _ _ _ _ _ A-4 — _ _ — _ — — — — i— PROVIDE 18" EA WAY / ALUMINUM FLASHINGS WHERE L NEW DRIP EDGE AT PRESSURE TREATED FASCIA BOARD IJOTE INSTALL CROSS -BRACING & RUNNER 2X BRACING WHERE INDICATED ON TRUSS DRAWINGS. LD - 1 ROOF PLAN SCALE I/4"=1' F%-B —1 Cc, I= LOW SLOPE TPO ROOF TRANSITIONS TO HIPPED EX RO STING TRUSSES & BARREL TILE FING TO REMAIN, NON w BARREL TILE ROOFS. FOLLOW — — — — — _ — — — — NOA SPECS & SUBMIT o CHOSEN UNOERLAYMENT AND — — — ROOF RIDGE VENTIIJG NOA z — — — — — — — r,l TO CITY FOR REVIEW. 3.SX7 WEYERHAUSER PSL PLUS BM — � — — — — — — — i SUNROOM v — al— NU VUE INDUSTRIES NVRT 16 TWISTED STRAP AT PIGGY BACKING (TYP) FASTS o WITH - &P EXISTIt TO EX CUSS rc TO REINFORCED CONCRETE PIER BHU3.56 AND BEAR OVER G TIE BEAM AT HOUSE. FASTEN F TING TIE BEAM WITH ROAM ANGLE AND STRAP DOWNOWN WITH — — — — _ — — HTSM2 TWIST STRAPS BY SIMPSON. 6gt1{{'I r I SHADED AREA INDICATES NEW PIGGY -BACKED ROOF i TIP. SIDE OF PORTICO (OVER EXISTING, SEE - p NEW I75X11-7/8 LVL ROOF BEAMS ® 12" OC �I— CROSS SECTION FOR MORE P 0 — — SLOPE — — — = gl— INFO) NEW ROOF SLOPE CLOSELY MATCHES EXISTING ROOF m iF — — — — _ — _ — I— - SLOPE IN SAME AREA. REMOVE FLAT SOLAR HOT WATER HEATING MAT I w. :12 NIA — — — — — — ON EXISTING GABLE ROOF nL HSS iiX6X3/A' Il'BE SLET :I. PUS t — BACK -SPAN — — — PIGGY BACK/ LAYOVER R60F SIMPSON HT520 HEAVY TWIST D STRAP _ _ _ _ _ _ _ _ _ — AT LVL BEARING (EA END, TY ) PORI ICO R — — — VERIFY SLOPE OF VALLEY & MAIN HOME BUILD-UP W/ LAYOVER 2X FRAMING ® 24' OC EXISTING CMU SILK WALL & TIE -BEAM BELOW TO 11_,_ X(t/x Q _ — _ _ _ 'IT'BI II1:I.IUSI — — — — — — CROSS HATCHED AREA INDICATES AREA ABOVE RANGE TO BE VAULTED CEILING REMAIN U.O.N. EXISTING GIRDER TRUSS TO REMAIN ROOF OVHG/CAN VER ®> 70'-6" VERIFY ®> ICI ¢ 1 7'-6'. EXISTING ROOF RIDGE (VENTED) x SOUTH WING 0o Zz �o z EXISTING TRUSSES & BARREL TILE p i '-^ txld o ROOFING TO REIdAIN, NUN - ExTB p 0' 2' 4' g' NOTE: NOB APPROVALS BE SUBMITTED BY CONTRACTOR 1/4' = 1'-0" IdORTH L' 5X7.25 WEYERHAUSER PSL PLUS BM FASTEN TO REINFORCED CONCRETE PIER N'ITH o MBHU3.51 0 Factor MONOSLOPE ROOF DIAGRAM rb- Fb 41 GROSS LPLIFT ZOIIE 7 48. PSF ZOIIE 2 3 S. r OVERHANGS - 82.7 'S� LWO.<ST CASE) si 9 -- . ;» i L HIP ROOF DIAGRAM <� 7, r,R„S LP IFT OIIE 1 -5 y p y a.: ZOIIE 3 S 7011F 3 7C,5 _ IVEHFA\GS. 90.2 S N'0*ST CASE NOTES: 1. INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW: BLOCKING- (IF REO'D) 1 WDIR TRTION USSSESF OR FRAMING) DIAPHRAGM BOUNDARY GENERAL ROOF STRUCTURAL NOTES 1- DESIGN LOADS: LL=30 P.S.F. DL-25 P.S.F. \'FT WORST CAC- UFI IFT- -P.1.3 (OVERHANGS @ CCRNFRS-1C6.3H P_S F_) 2- MINIMUM PERMANENT BRACING: 2,4 0 6'-0" MAXIMUM ON CENTER AT TRUSS WEB AND BOTTOM CHORD (2-16o COMMON NAILS) AT EACH TRUSS INTERSECTION. 3- INDICATED IN CONSTRUCTION DOCUMENTS TRUSS UP LIFT AND FORCES. BRACING AND ANCHORAGE, REQUIRED VERIFICATION WITH TRUSS MANUFACTURES, SHOP DRAWINGS AN CALCULATIONS PRIOR TO ANY CONSTRUCTION. 4- ROOF SHEATHING: 5/8" CD EXTERIOR GRADE PLYWOOD WITH 8D RING -SHANK NAILS PER FBC 2020 2322.4 ATTACHMENT: 6" ON CENTER (4"OC ® PERIMETER) 5- ALL INDICATED TRUSS ATTACHMENT HARDWARE BY "NUVUE" (UNLESS OTHERWISE NOTED) COORDINATION NOTES: i-VERIFY DIMENSIONS, SLOPES, & COORDINATE W/ ARCHITECT 2-GENERAL CONTRACTOR TO VERIFY THAT THE TRUSS ENGINEER UPLIFT LOADS DO NOT EXCEED SHOWN UPLIFT. 3-DO NOT CHANGE TRUSS DIRECTION WITHOUT AUTHORIZATION OF ARCTTEC- 4-TRUSS TO GIRDER OR WALL MTD SEAT ATTACHMENT - PER TRUSS ENGII':EE=. 5-ROOF OVERHANGS SHALL BE 2'-0" UNLESS OTHERWISE NOTED 6-FOR ROOF TRUSSES & GIRDERS PROFILES - SEE A -SHEETS. PRIOR TO FABRICATION. REPORT DISCREPANCIES FOR ACTION. HATCH INDICATES 2xA PLYWOOD SHEATHING EDGE BLOCKING WITH 2 -8C RING -SHANK NAILS TO TRUSSES DATE IICEW NUMM AR97227 CTS • �� Russell Rosicki, Architect AIA, NC:ARB, DARCH, LEER AP 13FMC3N R ARCHITECTS FL, LLP 15260 r4 US mC3HWAY I n rni 11i!][JRTjL, FL -12940 27S NEWPORT P. DFIFLRIPEE o BFACH FL XW42 (OICCE : 9511 B,B+pmDERUNRARCMMI&MM @IOPIDEA+ ST-J]I 40N ISSUED FOR P KEY PLAN AL P AP? I e Of Gu/rrs' 10?? ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 717T.E ROOF PLAN & DETAILS DATE FROIECF NO; 4/15/21 2101 SCAM DRANMG NO.- AS NOTED DRAWN BY' RRR CImxm BY, A-6 RRR SHEET NO: 7 OF 17 1/2' DRYWALL. FURRING SPACE. ° n ° INTERIOR PRESSURE TREATED 1'X BU W/ 1/4' DIA. TAPCON SCREWS MIN. 1 3/4' NT. END SCREWSEMUST NOT BE MORE THAN 3' FROM END AND NOT MORE THAN 8' O.C. ALL AROUND (TIP). 77 ACRYLIC SEALANT INTERIOR MARBLE SILL SET IN MASTIC THIN -SET \ COMPOUND P.T. WOOD FILLER PIECE ^ P.T. 1'X2' FURRIN a ° 1/2' G.W.B. CONCRETE LINTEL 5/8' STUCCO. EXTERIOR METAL DUCT PVC CORNER BEAD. ROOF VENT WITH BACK DRAFT DAMPER NEW 100CFM EXHAUST FAN PER PLAN UNLESS OTHERWISE NOTED ANCHOR WINDOW UNIT TO CEILING LINE P.T. 1'X BUCK AS PER MANUFACT. APPROVAL # SPECIFICATIONS USE LIQUID SEAL MEMBRANE FLASHING BY GPC APPLIED TECHNOLOGIES; PERM -A-BARRIER, AAMA 714-12: D T L @ EXHAUST FAN/ROOF VENT APPLIED PER MANUF. SPECS. (OR APPROVED EQUAL O.K.) SCALE: NTS EXTERIOR /ANCHOR WINDOW UNIT TO P.T. i'X BUCK AS PER n\-DIRECT MANDE T. TO EXT. WE APPROVAL AL Y SPECIFICATIONS BAROMETRIC VENT FRAMING W/ LOUVER SLOPE 1/2' P.T. 1'X BUCK ANCHORED W/ 1/4' TAPCONS (1 3/4" EMBED) 3' FROM ENDS & S. O.C. ALL AROUND. 6' DEEP CONC. SILL W/ HORIZ. 1#5 REINF. STU CONCRETE SILL 5/9" STUCCO NOTE: PROVIDE WNDOW ATTACHMENT TO PRESSURE TREATED WOOD BUCK 8' CONCRETE BLOCK. AS PER PRODUCT APPROVAL HEAD & SILL BUCK DETAIL @,nl�.DOW DETAIL OCCURS @ NEW OPENING IN CMU WALLS (NEW DOOR OPNG'S SIMILAR) (� M 11' " MAX. OPENING SIZE M Ll MIDDLE CMU CELLS ARE NOT REQ. © DOOR OPENINGS NEW FILL_ CELL/TIEBI SCALE: NTS 1/2" TYPE X GYP BD. SECURED TO 2X4 WOOD NAILERS O 16" O.C. 26 GA. STEEL VENT FROM DRYER FILL GAP AROUND VENT WITH CP-25 BY MINNESOTA MINING & MFG. TO OVERFLOWING. 3M APPROVED EQUAL ALSO ACCEPTABLE. 4 DRYER VENT DETAIL SCALE: NTS ENSURE TRUSS HOLD-DOWNS PROVIDED WHERE NOTED ON ROOF PLAN EXIST/NEW 8X16 PC BOND BM W/(2) #5 BARS TOP & BOTTOM (LOCALLY REMOVE CONCRETE AS REO. FOR #6 BAR W/ 6" EMBEDMENT & HILTI HY150 EPDXY) 811X8" BLOCK FULLY GROUTED !!L REMOVE EXISTING CONCRETE BLOCK IN THIS AREA ONLY AS REQUIRED FOR NEW WINDOW/DOOR INSTALL SAW CUT INTERIOR FACE, SHELL & WEBS, PROVIDE AN UNOBSTRUCTED OPENING & FULLY GROUT BLOCK UPON INSERTING BARS #5 VERT REINF. & CELL FILLED W/ MIN. 3,000 PSI GROUT #5 HORIZ. BAR DOWELED 6.. EMBEDMENT, HILTI HY 150 EPDXY W/ SCREEN TUBE (NOT RED. O DOOR) REINFORCED CONCRETE HAUNCH FTG W/ MONOLITHIC GONG FLOOR SLAB #5 DOWELS EMBEDDED INTO EXISTING FOOTING W/ HILTI HY 150 EPDXY & 8" EMBEDMENT UNLESS OTHERWISE NOTED ON DRAWINGS II @ OPENING 24"O.C. (2) 16D NAILS EACH MEMBER 2"X4" CONE. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. SPACING REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION WOOD TRUSS @ERALLABRACE SPLICE DTL SCALE: TUTS 2X4 SOUTHERN YELLOW PINE #2 CROSS BRACING MEMBERS FASTENED TO TRUSSES W/(2) 16D NAILS EA. END (REFERS TO TRUSS NOTES & TRUSS LAYOUT BY OTHERS FOR LOCATION) 2X4 CENT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. 10'-0" SPACING (REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION) 6 TYP. X-BRACING DETAIL SCALE: TUTS ANCHOR DOOR UNIT TO P.T. i"X BUCK AS PER MANUFACT. APPROVAL # SPECIFICATIONS NEW 1/2" TYPE-X I /-NEW FILLED CELLS TYP AT JAMBS GYP BD LIQUID SEAL MEMBRANE FLASHING BY GPC APPLIED TECHNOLOGIES: PERM -A -BARRIER, AAMA 714-12: APPLIED PER MANUF. SPECS. (OR APPROVED EQUAL O.K.) 1. P.T. BLOCKING ALL SIDES WHERE SHOWN IX4 P.T. BUCK (MIN. WIDTH OF FRAME), FASTEN TO MASONRY W/ 1/4" x 3 1/4" TAPCONS, 3" FROM ENDS & 8" O.C. & USE PC ADHESIVE NEW ALUM DOOR SEE PLAN -FRAME SHALL FULLY BEAR ON BUCK -ANCHOR DOOR PER PRODUCT APPROVAL `WHITE FINISH, COORD W/ OWNER -PROVIDE SILICONE SEALANT BOTH SIDES REVEAL (MATCH EXISTING HOME) l y) DOOR BUCK DETAIL SCALE: NTS 1 i �C HTRO_ ' 3 H GR 25'- JOINT SF,\CING WHICHLVER IS LESS FLAN LAY�UT IONTIoL JOINT 111CING TAKE 3/4'. " W_3/8VJ L7/4VII11 Ex ERICR FACE �Lf BACKLIT RO L' ,� AND S O-NT ULIAIL 11 N4/TERIOR %AC. D RAKE 1/4" CETAIL 30# ILL DL / I_ A SAME BAR "'ZE S'CP LONG IJD'.NA AS VERTICAL WA_L REINFORCED W RLS nl ALL C S INTFRIOR FACF EXTEPIOR FACE MORTAR FULL CETAI_ e NO-E. THE USE OF SANDARC AND HALF LVITS NTH 30# FELT OR SASH BLOC! UIJI'S WITH KEY IS A CONTRACTCR'S C'TOV. GRO'-T FULL 10 CMU CONTROL JOINT DETAILS SCALE: NTS 5/8" EXTERIOR GRADE PLYWOOD SHEATHING SEE PLYWOOD NAILING SPECIFICATION ON PLANS ,—MAINTAIN EXISTING ROOF SHEATHING UNDER VALLEY SET TRUSSES, ANCHOR VALLEY SET TRUSSES TO THE EXISTING 2X8 ROOF RAFTERS PAST THE ROOF SHEATHING AS SHOWN PROVIDE 8"X8" HOLE ® 24" O.C. TO ALLOW FOR VENTING OF PIGGY BACK TRUSSES NEW CARRIER BEAM UNDER RIDGE NEW TRUSS, SEE DETAIL 5 THIS SHEET PREFAB. ENGINEERED WD. TRUSSES & 24" O.C. (AS PER TRUSS ENGINEER'S DRAWINGS) PROVIDE 6" WEDGE FOR SOLID BEARING. ATTACH W/2-I ED NAILS (TYP) L—NU MILE NVRT-16 TWISTED STRAP W/16D NAILS EACH END l /) SECTION @ CONC PAD SCALE:1 /4"=V-0" #4X16" LONG DOWELS 11 40" O.C. EXISTING CONIC, SLAB EMBEDDED 5" INTO EXISTING W/ HILTI HIT HY-200 EPDXY SYSTEM UON ON PLAN NEW COLO. SLAB 10 MIL VAPOR BARRIERI I_— —III—III—III _III:,IIIIIII1�1, III- n SLAB O.G. CONNECTION SCALE: NTS TINS FET�.L NOTE SEE P SL-FILLEDETAIL SCALE NTSNTS APR 12 2022 Town of bulf Stream, FL UNIT FL AROBIECP DR RUS01 ROMM STGNATLm: DATE UC@SE NUMM AR9= CTS TT� Russell Rosicki, Architect AJ& NCA", DARCH, LEER AP 13FM0N R ARCIRTEC-M FL„ 11.P 62W 1V US HIGHWAY 1 N,IP_LJND1J1k21E FL 32940 278 NEVVFORT R DFFIRFIF* Pf BEACH FL 33442 O10E : 9W3A-" PML, ENOATEER KEY PLAN SUBMROON N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH. FL 33483 DETAILS DIA*$ FRO3P.[,T NO. 4/15/21 2101 SCATS DRAWING NO; AS NOTED DRAWN BY RRR CNECKM By'• A �7 RRR - 1� / SHEET NO; 8OF 17 T.O. RIDGE ELEV- 13'-10" 12" 12" B.O. FASCIA ELEV= 9'-1" FINISHED FLOOR ELEV- 0 NORTH ELEVATION SCALE:1 /4"=1' �4" 12" 8.0. FASCIA ELEV- 9'-1" NEW STUCCO TEXTURE �0' ON 1OX10 MASONRY m COLUMNCOORDINATE W/ OWNES, R FOR d APPROVED COLOR FINISHED FLOOR { 1 J 'LE V- 0'-0" r EAST ELEVATION 1 7 Ld DR 2'-0" MINIMUM OVERLAP, 1YP. a d e (D9EaAR BSPLICE DTLSCALE MIN 12" FTG DEPTH 16XI6 MASONRY COL BELOW GRADE PER LOG ABOVE, SEE FLOOR R403.1.4 PLAN AND SECTIONS FOR MORE INFO 2,-b6-EARS I. ° ,CONTINdOUS I a I vLW • SLAB Ora .4 " • . a C � I I ° PROVIDE 3" CVVER,, TYR a: '4 (/7 BARS• I U� IOITO°COL . I. NEW 3.000 PSI PC HAUNCH FTG W/ 18" BEARING W/ MONOLITHIC POUR SLAB OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE MIN. 1,500 PSF COMPACTION (SEE SECTION) PROVIDE TERMITE TREATMENT AS REQUIRED BY FRIG UNDER AND AROUND FOUNDATION. CERTIFICATE OF TREATMENT SHALL BE PROVIDED. 5 FOUNDATION PLAN SCALE :1 /4"=1'-a' RIDGE VENT NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME T.O. RIDGE NEW BARREL TILE HIP ROOF TO ELEV- 13'-10" �4" MATCH EXISTING HOME 12" 10" SQUARE COLUMNS WITH 18" STONE BASE NEW SINK Yrc-- COUNTERTOP WITH STOOLS NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME -10" SQUARE COLUMNS WITH 18" -7" STONE BASE STUCCO FINISH TO MATCH EXISTING HOME NEW OUTDOOR KITCHEN WITH SINK, REFRIGERATOR AND GRILL DTOOLED JOINT (1/4 EPTH OF SLAB MIN.) CONTROL JOINT (CA PROVIDE MAX 10O.C. 1/2' W. EXPANSION JOINT MATERIAL PROVIDE ® PERIMETER EXPANSION JOINT (E.J.i OF SLABS OR BETWEEN POURS OF CON. SLABS 8.0. FASCIA ELEV= 9'-1" FINISHED FLOOR ELEV- 0'-0" O. RIDGE ELEV- 13' B.O. FASCIA ELEV- 9'-1" COUNTERTOP WITH STOOLS FINISHED FLOOR ELEV- 0'-0" gj�&ITRnl/EXPJT DTLS SCALE: NTS O q_g p A-8 NEW CONTROL JT PER a CON. PATIO NEw EXPANSION JT PER DETAIL THIS SHEET DETAIL THIS SHEET io 5___ -___. E.J -- - - - - __71 I 8-1t' EJ BEAR) A8V I I J Ill REF. C A B I I I 4 I CONCRETE' SLABI- vy/ o A-8 \�aOPE S.O.G 1 48j� m I � / / mI I J N F \VIUC1/ �y���y{{{{ o o I SJVfI"R"d 'I. KITOR EN rcl n � + I I cJ I J CJ OJ 7I BEAIA ABV _ T _ I 4" GRADE 0" 18_0___-_-_______ ___N BROOM FINISH CONCRETE, 2 NEW SINK DRINK REFRIGERATOR SOUTH ELEVATION SCALE:, /4"=I' 12" 12' NEW OUTDOOR KITCHEN WITH SINK, REFRIGERATOR AND GRILL WEST ELEVATION SCALE :1/4"=1' FLASHING W/ DRIP EDGE 10" SQUARE COLUMNS WITH 18" STONE BASE NEW PAVILION OVER MASONRY COLS. SEE FLOOR PLAN AND CROSS SECTION NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME 10" SQUARE COLUMNS WITH 18 STONE BASE 19/32" COX APA PLY WD RF SHEATHING EXT CRADE APA RATED 32/16 OR BETTER SECURED W/ 8D RING SHANK NAILS ® 6" OC, 4" OC @ ALL EDGES COL. BELOW _ NEW 3) 1.75X14 2.0E LVL BM 5 4.. COL. BELOW__ 18•-0.. COL. BELOWI m I W II F;01 mI nI R!h PI�I:IN; F AVI ICI �. of V' wl RIDGE VENT xI � .J nI �I �I \ BY OTHERS (SUBMIT ,VIEW uWGS IO N ARCHITECT FOR REVIEW) I NEW�3) 1_75X14 2.0E LVL BM co . AL coL- II BELOW BELOW II II II LOP LDS COORDINATE W/ OWNER (TYP) MAX WORST CASE UP — NEW BARREL TILE ROOF TO MATCH EXISTING q-g = 906.4/( VS. 1,127�J HOME IN ALL ASPECTS. CC TO SUBMIT NOA AS PROVIDED TO ANTI & ARCHITECT FOR REVIEW/APPROVAL 4" ALUM. GUTTER W/ (2) 2X3" DOWNSPOUTS TO GRADE/SPLASH n PAVILLION FLOOR PLAN 7 ROOF PLAN PADS SCALE:,/4"-1' SCALei /4"=1'-O" O I, • ���� � �IIIIIIIII�IIIIII���� ©s�aaaaaees ®�'!���� APR 12 2022 Town of bulf Siroam, FL USE NU VUE NVRT-12 TRUSS STRAPS 0 24" WWM W/ STUCCO FINISH AROUND LVL OC W/ (12) 10D NAILS BEAM (MATCH EXISTING HOUSE TEXTURE) 2X6 WD PLATE ATOP WWM W/ STUCCO FINISH CEILING UNDER BEAM. SEECURE DN �\ NEW 2X4 FURRINGS ® 12" OC (MATCH W/ 1/4" X 4' SDS EXISTING HOUSE COVERED PATIO CEILING STRONG DRIVE SCREWS AT TEXTURE) 6" OC STAGGERED USE LU24 JOIST --NEW 2X4 SCISSOR TRUSS ROOF ® 24" OC HANGERS BY SIMPSON, NOA \ BY TRUSS ENGINEER. CLAD -WRAP BOTTOM FL10655-R4, UP CAPACITY CHORDS ® 24" OC TO MATCH EXISTING =715/� RAFTER TAILS AT HOUSE IN ALL ASPECTS XTEP.IO - LATEX PAINT ALL EXPOSED SURFACE BY MARQUEE OR EQUAL EW BE M PER PLAN SECURED SIDE BY z-6 SIDE W/ 1/4"X4" SDS SCREWS BY CLAD WRAPPED RAFTER SIMPSON 4 9" OC STAGGERED TAILS TO MATCH HOUSE RAFTER TAILS IN ALL X PT WD PL ON EXTERIOR FACE, BUILD ASPECTS OUT TO B FLUSH W/ COLUMNS ENSURE HOOKS ARE SPACED AT COLUM /BEAM USE (1) SIMPSON ECCLOM NO MORE THAN 5" APART CONCRETE FL413904.1. PIER CAP HOLD-DOWN, NOA UPLIFT CAPACITY = 7,830j( EA NOTE: USE 6OKSI SPEARS, (MAY REP ICATE USING STEEL PROVIDER) 3500 PSI CMU BLOCK, { _" (4) #7 B RS VERTICAL W/ f{3 3,000 PSI MORTAR FOR FILL CELLS STIRRUPS AT 12" OC & 2" COVER 16X 16X7 5/8 MASONRY BLOCK PIERS USE (2)b6 BARS CONT. POURED SOLID W/ 3,000 PSI GROUT. IN ROOTER QUANTITIES AND LOCATION PER PLAN PROVIDE EXP JT ® AND TE TUSED STUCCO FINISH O PERIMETER OF "" LEON COLUMN PERIMETER (MATCH HOME) WHERE MEETING P00� USE Ww ,INTO X4 SET CENTER PATIO CONIC SLAB y TURNDO F N INTO HAUNCH FTG PER)MET R MIN. 12' BELOW ADJ. _ GRADE Y.i OUT OILAND EXPANSION JOINTS PER ORRESPONDING DETAIL USE 3,000 PSI CONC. OMP CTED/CRUSHED RCA TO ACHI E COMPACTION OF 1500 EST PARTIAL CROSS SECTION @ PAVLLION SCALE:1/2" = 1'_0" FL ARCH IFLT DR. RUSSP1L ROSM SIGNATURE CATE LICENSE NUMBER AR97277 CTSJ7�_ Russell Rosicki, A-chitect ATA, NCARB, D-AP-CH, I F= AP DESIGN R ARCHITECTS FL, I.L.P 6260 N US HIdI3WAY 1 IMEl:F_LBOTJRNE. FL 32940 278 IVEWPORT R DEERPTELD BEACH FL 33"2 VOICE: 954-371-W PWOC CIE RGENRAARCHuCISSODM ENCI It NO. DATE SUBMISSION E7.0 1 ISSUED FOR PERMIT 1 103.07.221 RE -ISSUED FOR PERMIT KEY MAN: ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TITLAI PAVILION FLOOR, FOUNDATION, ROOF PLAN, ELEVATIONS & DOOR + WINDOW SCHEDULE 4/15/21 2101 S(AIE DRAWING NO: AS NOTED DRAWN B1" RRR A RRR —8 ""I NO: 9 OF 17 PATIO PATIO mi Mal IMBIBE O HE ® FIAT CLG py.: .Gig MASTER 1 ♦ ® ♦FLAT CLG - / G p��i,- III c mn PATIO NEW SWITCHES FOR HE PAVILION LIGHTS AND F SEE E-2 SHEET — SEE E-2 STEEL FOR ELECTRICIAN TO PROVIDE \\ �� ELECTRICAL PLAN TAMPER RESISTANT OUTLETS FOR NEW PAVILION IN THIS \ AS REQUIRED BY CODE PER AREA \\\ NEC 406.12; FBC RE E4002.14 ELECTRICIAN TO PROVIDE SHORT CIRCUIT CALCULATION FOR SERVICE INCLUDING INFORMATION FROM THE POWER COMPANY STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE SERVICE EQUIPMENT IS ADEQUATE. THIS SHALL BE PROVIDED BEFORE POWER RELEASE INSPECTION IS ACCEPTABLE. IN ACCORDANCE W/ NEC 110.9, 110. 10; FBC RE E3606.3 CELECTRICAL PLAN 5CALE:1/4" I' -CT' 1 Gp T,I�i / rrr���p�/ M813 yl[1 RIELOCATED / �C LLE3�� q---FF188813 MASTER BATH ®� 9 / I \ GR / FLAT CLG F1 \ \\� 3 N _ B13 NIB `SI `313 NEW DEMO EXISTING i FiA6L FLAT CLG E qNL I 120 R ELOC R _-_-N61 1 alg SOFT3 3 NI NEW 7HAi•E'_-- ,6N 'e�NAy 114 FLAT CLG 'Ea;_ V_NN,�. m SUB LT 1 DR ®Egi 1 U \ EXISTING gg \ GARAGE 'N ATTIC 9 I\ �� 1\\ t1 �14 I \ IATOC IIGXf \ / NNAAAA G IWP L_V_J 10 > E E EXISTING HIGH HATS AND COLLAR �NA24 TIE TO BE REMOVED WITHIN NEW AREA OF WORK N4% II NEW WALL SCONCES /�/ _ �/ W,1q NEW ELEC II FLANKING NEW FIREPLACE \ �\ TANKLESS HOT ANY {,(�1(,'Al4 qF1 • 11 WATER HEATER I M4 M2 2 -Ir 'T"Po4 FOR NORTH SIDH J / I ,FOR HOME// N 1 1 I 11 11 I 11 I I 1 GAP 1 L 11 \S I NEW HAIL �1 I� 111 �H\14 I 71 DEN 13 EXISTING 1`�-- �u i 1 1 1 1 103 I I � FLIT CC IG 11 I I \ 1 1T �Ly.D NES Ai4 11 M / I RENOV. 1 / M4 1j I SUN ROOM 11D j FLAT CLG 1 - 7 O l}AI AI4 12 1 SLOPED CLG I FLIT CLG IISLOPED CLG HM4 BIT krr _ 1 Np \ SEE SECTION I — _----- 14 g 1 —- \� 1 A-4 FOR NEW VAULTED NEW PENDENT LIGHT ATTACH D TO A14 14 IT \\CEILING DETAIL i EXISTING COLLAR TIE I / L___ ___ _ _ SDNA24____ __'-/EXISTIN SYMBOL NDICA NEW GF 1 N, FOYER FLODR BOX OU L 5 NESTED I EXISTING COLLAR TIE 100 INTO NEW CON SLAB (TYP) 1 \ Al2 VAULTED CLG HAl2 1 UNDER CABINET LED NEW PENDENT LIGHTS ATTACHED p NA it STRIP LIGHTS TO EXISTING COLLAR TIE / A3 GR / A}1 A3 NEW Npi / Na2 �_._ ______ ___ _____ WASH LAUN RY _ 0 y- RENO -- Al KITCHEN \I ���� �' 1 DRY NA3 NEW \ I T- 1 NA27� PANTRY I A5.] \ �IGLXBiL N 1 109 al 1 I 3/ -J 1 �N FLAT CLGNA3 A27 A27 II II Ql AULTED CLG \ FLAT CLG IL_ INS // M.S. INDICATES. IF 11 - I2 HAI2 EAI2 HA N II i� UNDER CABINET LED MOTION SENSE `.` STRIP LIGHTS WALL LIGHT - M1c eic FLAT CLG 1�j�IL��= �'�GFICI T CLGC A33 UNDERGRND 1.5'DIA CONDUIT TO PAVILION CRKTS- 1 1 1 1'• 1 •: 1 • liil' LIB��yI •,,• TNT:' - •. 1 r'.. I.J eM' LCJ a'—A1 �II 14�'II .11t7i LI L ._ .°iF ILA • I III . III' _ r7. r� LJ L�J IT EXISTINGBEDROOM •� q •IW• ® � FIAT 1 -GJ FLAT COG [A- AT ' C - O- mmo iff 7 CLOSET E�7 -- ALL EXISTING ELECTRICAL TO REMAIN IN THIS AREA. — EXISTING POOL —' UPGRADE EXISTING 20011 EQUIPMENT SERVICE TO 300A LIGHTING COMPLIANCE NOTE. A MINIMUM OF 75 PERCENT OF THE LIMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LIMPS OR A MINIMUM OF 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTNN ONLY HIGH EFFICACY TAMS PER ABC EC GIGS .1, R404.1 INCOMING NEW CONDENSING UNITS UNDERGRND FPL SERVICE (8)2DA GAGI CKTS TO OUTDOOR LIGHTING, RECEPTACLES, 30 SPRINKLER AND POOL EQUIP. W/ (4) SPARE CAT I 20A L CKI 2 20A CKT 3 2DA CKI 4 20A CAT 5 20A� P CKT 6 20A] 2P CAT 7 2DA cAT B rzoA ALL EXISTING ELECTRICAL TO REMAIN IN II S AREA. ALL EXISTING ELECTRICAL TO REMAIN IN THE GARAGE. SYMBOL LEGEND �ELECTRICAL CEILING FAN W/U(NT DUPLEX RECEPTACLE /20/240 0- OUND RECFPME E 240 VOLT RECEPTACLE GRND. FAULT INRPRUPIFR REC. � WATER PROOF BIT (DUPLEX RECEPTACLE 120n SURFACE MOUNTED LHMIT -�- PENDANT LW HIM HAT �A }$ RECESSED VAPOR PROOF LIGHT ETECIRIGL SWITCH 3 - WAY SWITCH ®ff EXHAUST FAN ELECTRIC PANEL QW SMOIE/CO DETECTOR SCONCE N NEW E EXISTING R RELOCATED CU —EQUIPMENT TYPE 1 —EQUIPMENT NUMBER EXISTING EQUIPMENT NEW EQUIPMENT CONNECT NEW TO EX. ® KEYNOTE SYMBOL COMBINATION CO/SMOKE INTERCONNECTEDNFARDW. DETECTOR NOT ALL SYMBOLS MAY APPEAR ON PLANS GENERALNOTES A ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. B. CONDUIT SHALL BE ROUTED AS HIGH AS POSSIBLE AND PARALLEL TO WALLS. CONDUIT PENETRATIONS THRU WALLS SHALL BE MADE PERPENDICULAR TO THE SURFACE OF THE WALL. SEAL AROUND OPENINGS WITH AN APPROVED MRESTOPPWG MATERIAL WHERE CONDUITS PENETRATE HI WALLS. G COORDINATE THE EXACT LOCATION AND ROWER REQUIREMENTS OF MECHANICAL&PLUMBING EQUIPMENT WITH THEIR RESPECTIVE TRADES. D. ALLRECEPTAGLES WITHIN 6 FEET OF A SINK AND A SOURCE OF WATER SHALL BE GROUND FAULT CIRCUIT INTERRUPTER IGFCII PROTECTED. E. ALL EXTERIOR RECEPTACLES AND RECEPTACLES IN GARAGE SHALL BE GROUND FAULT CIRCUIT INTERRUPTER IGFCII EXTERIOR TO BE PROTECTED ANO HOUSED IN A WEATHERPROOF ENCLOSURE. F. INSTALL ELECTRICAL DISCONNECTING MEANSAND FINAL POWER TERMINATIONS FOR MECHANICAL AND PLUMBING EOUIPMENTAS REQUIRED BY THE EQUIPMENT MANUFACTURER. SOME MECHANICAL EQUIPMENT HAS BEEN SPECIFIED WITH INTEGRAL ELECTRICAL DISCONNECTING MEANS AND WEATHERPROOF, GFI CONVENIENCE RECEPTACLES. CONFIRM THAT THE EQUIPMENT HAS BEEN PROPERLY MANUFACTURED AS SUCH AND PROVIDE FINAL CONNECTIONS AS REQUIRED. G, EXACTLOCATIONS OF ALL RECEPTACLES SHALL BE COORDINATED WITH THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. H. THIS ELECTRICAL PLAN IS INTENDED TO SHOW SCHEMATIC EQUIPMENT CONNECTION LOCATIONS AND THEIR RESPECTIVE A RAD REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ACTUAL CONNECTODN REQUIREMENTS FOR EACH PIECE OF EQUIPMENT AND FURNISH AND INSTALL ANY ADDITIONAL OUTLETS, JUNCTION BOXES, DISCONNECT SWITCHES, CONDOR AND WIRING AS REQUIRED FOR ACOMPLETE AND OPERATIONAL INSTALLATION AS REQUIRED BY CODEANO BY THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS, KEY NOTES 1. NEW 108W LED GIMBLE RECESSED IC RATED 4" DOWNUGHT, TYP FOR RECESSED LIGHTING SHOWN 2. NEW WEATHER RATED 10.BW WALL SCONCES ON PANUON SEE E-2 SHEET I ALL COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE CONNECTED TO NEW CKT & ENSURE ALL ARE INTERCONNECTED AS RED. 4. 120 CAN EXHAUST FAN IN BATHROOM SHALL BE INSTALLED ON ITS OWN SWITCH. 5. PROVIDE NEW SWITCH AND LED SURFACE MOUNTED LIGHT FIXTURES IN ATTIC, NEAR ATTIC ACCESS, AND SECURE TO BOTTOM CHORD OF ROOF TRUSS. 6. NEW AHU , SEE MECH. PLAN, 240V CKT 7. NEW INIERIOR 42-SLOT ELECTRICAL PANEL, COORDINATE EXACT LOCATION ANN OWNER, SEE PANEL SCHEDULE 'A' B. RECESSED LIGHTING IN CLOSETS SHALL HAVE A PROTECTIVE LENS OVER THE BULB (TYP). 9. NEW 42-SLOT SUB PANEL LOCATED IN GARAGE, SEE PANEL SCHEDULE DEC 0' 2 4' 8' V' 1 /4" = 1 0" NORTH FL ARCHRECIP DR RbSSE L ROSICR7 SIGNATURE DATE+ LICENSE NUMBER AP-0= CTS • � Russell Rosicki, Architect AL9, NCARB, DAPJCH, LEER AP DEMON R ARCHITECTS FL, LLP 6260 N US 1-W3HWAY I N1ELBOURNE Fi- 32940 278 NEWPORT R DFFTRF E D BEACH FL 33442 VOICE : 9W371-W I?f O- DE924RAROMWIS.COM ENGETI - 107.02.211 ISSUED FOR PERMIT 1 3.07.22 RE -ISSUED FOR PERMIT LEY PLAN: IV AP,?l�/^ N °f Gulfsfi°�m44 �, ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TLTLE ELECTRICAL PLAN AND PANEL SCHEDULE DATO PROTECT NO: 4/15/21 2101 SCAIE DRAWING NG: AS NOTED DRAWN BY ITS CLMCKED BY' RE E-1 .< SHE"' NO: 12 of T- FL ARCHITECT DR RUSffi.L ROSM SIGNATURE, ___ / i 1.5" DIA CONDUIT FROM PANEL "A" \� A32 2 FOR SERVICE TO PAVILION CRKTS A� REAF36 I Wp •/// it NEW PAVILION LIGHTING & FAN CONTROLLED BY SWITCHES AT WALL OF MAIN HOME, SEE E-1 SHEET FOR LOCATION I 1 I NEW "......ON W/ X -- W'ITKWNER ' i\`. I 11 / 11 i AX\> I I \\I I — — I AOA3' � I _ D PAVILION ELECTRICAL- PLAN SDALE:1 /4"=1 •-0" 0' 2 4 8 NORTH WHERE A RECEPTACLE OUTIEI IS SUPPUED BY A BRANCH CIRCUIT THAT REQUIRES ARC -FAULT PROTECTION AS SPECIFIED IN THE CODE, A REPLACEMENT RECEPTACLE AT THE OUTLET SHALL BE ONE OF THE FOLLOWING: r1RI L A LISTEDOUTLET BRANCH GIRDED TYPE MC -FAULT OPOET INTERRUPTERUIT PROIFCIfO BY IS AMPS 51NLL BE WIRm WIT, 114 AWG, 20 AMPS WITH #12 RECEYIACIEAWC, 3T AMPS WITH #ICI AWG, AND 40 OR 50 AMPS WITH #8AWG. AND 70 AMPS 2. A RECEPTACLE PROTECTED BY A USES) OUTLET BRANCH CIRCUT TYPE Wiry 14 AWO ARC-FMILT ORION INTERRUPTER TIRE RECEPTACLCONTRACTOR TO FIELD WRIF THE LOAD BEFORE CONNECTION TO MY EQUIPMENT 3' CI END RECEPTACLEINTERROT TEDTYPCIRCLE BRFAKERBIWIION TYPE ARC -FAULT NEW MAIN BREAKER DISC, FOR GENERATOR AS PER MANUFACTURE SPEC. NEW 1-1/4" FLEX TUBING TO GENERATOR FROM DISC. W/ 3-1/0 THHN GAS GENERATOR SIZE, TYPE AND TANK LOCATION TO BE DESIGNED BY OTHERS UNDER SEPARATE PERMIT APPLICATION LLQEI1QNL THE LOCATION OF THE GENERATOR MUST MEET MINIMUM CLEARANCE DISTANCES FROM THE EXTERIOR WALL AND WINDOWS OF THE HOME VERIFY EXACT LOCATION WITH FIRM RESPONSIBLE FOR DESIGN AND COMPARE WITH THESE PLANS TO ENSURE MINIMUM DISTANCES ARE ACHIEVED IN ACCORDANCE WITH THE LATEST FUEL GAS CODE. SUBMIT SHOP DRAWINGS TO ARCHHECT AND AHJ FOR APPROVAL. NEW (2) 5/8" CIA GROUND RODS FOR BACKUP GENERATOR NEW NAT. GAS GENERATOR 2" PVC OR EMT PIPE FROM DISC. TO TRANSFER SWITCH W/ 3-2/0 THHN COPPER WIRE GALV. CHANNEL STRAPS 65A W/ 5/16" BOLTS 300 AMP EATON CABINET W/ UTIL AUTOMATIC METER TRANSFER SWITCH UPGRADED 300A DISCONNECT W/ 22KAIC RATING UL 651 RIGID 3/4" HPOE— CONDUIT #4 AWG COPPER — GROUNDING WIRES, SEE GROUNDING DETAIL TO EXTERIOR OF I INTERIOR OF BUILDING BUILDING THWN CU + 1#4G EGC EDIFIED 40 PVC CONDUIT (1)240/120V SINGLE PH 60 HZ MAIN BUS: 300A MCB: 300A M PNL AID RATING: 10,000 "A' MOUNTING: RECESSED/WALL DKTS: 42 SUB ENE. "B.. (8)20A GFCI CKTS TO OUTDOOR LIGHTING, RECEPTACLES, SPRINKLER AND POOL EQUIP. W/ (4) SPARE F.P.L. UNDERGROUND FPL INCOMING SERVICE NOTES: 1. ELECTRICAL CONTRACTOR TO COORDINATE W/ 3#2/0 CU IN 2" UTILITY COMPANY FOR ALL WORK ASSOCIATED W/ THE INCOMING ELECTRICAL SERVICE. CONTRACTOR SCHED 40 CONDUIT MUST CLARIFY AND CONFIRM WITH UTILITY 3 ELECTRICAL RISER DIAGRAM COMPANY THEIR POINT OF RESPONSIBILITY. SCALE: NTS ALL NEW CIRCUITS MUST COMPLY WITH NEC SECTION 210.12 TYPICAL MOUNTING HEIGHTS TOP BE FLUSH AND SURFACE MOUNTED ELECTRICAL 0-0 LIIGHTINC OR POWER CARDBOARDS AND TELEPHONE GARNETS WNL-MOUNFED ELECTRICAL DACE LIGHTING 4 -0 SWITCHES, THERMOSTATS, AND TELEPHONE/ INTERCOM HANDSETS. ETC - TOP OF BOX BECTIN" RECEPTACLE, TELEPHONE OUTLET, 1 -4 TELEVISION OUTLET, COMPUTER/DATA OUTLET - BOTIOM OF BOX 0'-0' FINISHED FLOOR NOTES: I. MOUNTING HBGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO FORRCST BLOCK OR BRICK COUR9NG. 2 ALL CIRCUIT PREMIERS SEWING RECEPTACLES WHICH ARE NOT AVAILABLE WITH INTEGRAL GET PROTECTION, SHALL BE GFI TYPE CIRCUIT BREAKER. 3- CONTRACTOR SHALL PROVIDE A LDCAL LOCKABLE DISCONNECT SWITCH FOR ALL MOTORIZED OR PACKAGED EOUIPMENT WHICH IS HARD WIRED. WHERE UNABLE TO DO 50 DUE TO SPACE CONSIONNTC ME CIRCUIT BREAKER FRDM WHICH THE RESPECTIVE EQUIPMENT 6 FED SHALL PAW PROVISIONS FOR LOCMNG IT IN THE OFF POSITION MAIN PANEL: 300A ML0 EQUIP: GROUND BUS VOLTAGE 2081120 AID RATING '°•°00 MCB DOG, N EW PANEL L SCHEDULE H E D U LE "A" MEG: RECESSED NUMBER OF CKTS: 42 CKT# KVA MINIMUM BRANCH CIACUD POLE BKR EOUIINK T EXIST/NEW EXIST/NEW EQUIPMENT BKR. POLE MINIMUM BRANCH CIRCUIT KVA CKT# 1 1500 2012, #12G 3/4 C 1P 20A WASHER NEW NEW AIR HANDLING UNIT 1 40A 40A 2P 2#8. #BG 3/4 C 720 2 3 630 2#12, #12G 3/4'C IP SEA LAUNDRY RM LOTS NEW 2#8, PAID 3/4"C 720 4 5 2500 2110, #TOG 3/4"C 2P 30A 30A DRYER NEW NEW AIR HANDLING UNIT 2 40A 40A 2P 2#8, ING 3/4-C 720 6 7 2500 2110. 110G 3/4'C 218, #BG 3/4-C 720 8 9 150E 2112. J12C 3/4"C 1P 20A LAUNDRY RLI GFI RECEPT. NEW NEW ATTIC LIGHTS 15A 1P 2114, #14G 3/4"C 630 10 11 630 2#12. 112G 3/4 C ED 20A KITCHEN LIGHTS NEW NEW SUNRDOM LIGHTS/RECEPT. 20A 1P 2#12. #12G 3/4-C 630 12 13 1440 2#12. #12G 3/4 C IP 20A REFRIGERATOR EXIST NEW GENERAL LOTS 20A IP 2#12. 112G 3/4"C 630 14 15 400D 2#6, 16G A 2p 50A 50A KITCHEN OVEN NEW NEW GENERAL OUTLETS 20A 1P 2#12, 112G 3/4"C SON 16 17 AM 2#6, 16G IT NEW 50 GALLON HOT WATER HEATER T IK IN ATTIC SOUTH SIDE OF HOME 40A 40A 2P 218 JAG I-C NATO 18 19 5NO 2112, #120 3/4"C LP 20A GARBAGE DISP. EXIST 218, INS A SEEK) 20 21 150E 2112. #12G }/q"C IS 20A20A DISHWASHER NEW NEW SMOKE DETECTORS 15A IP 2#14. 114G 3/4"C 6T0 22 23 15T10 2112, #12G }/4'C 1P 20A MICROWAVE NEW NEW CONS. UNIT 1 50A 5. 2P 2#6, #BG 1'C 312E 24 25 200E 2#12, #12G 3/4'C 1P 20A MANAGE HOOD NEW 2#6, #eG 1-C 3120 26 27 150E 2#12, #12G 7/4'C IP 20A SMALL APPLANCE NEW NEW COND. UNIT 2 BOA FOR 2P 2#6, #BG 1'C 3120 28 29 1500 2#12, #12G 3/4-C 1P 20A SMALL APPLIANCE NEW 2#6, #8G 1'G 3120 30 31 1500 2#12, 112G 3/4"C IP 20A SMALL APP11H NEW NEW PAVILION LIGHTS/ FAN 20A 1P 2#12. 112G 3/4 C 630 32 33 630 2#12, #12G 3/4"C IP 20A BEDROOM 105 EW NEW PAVILION WE GFI RECEPT 20A 1P 2#12, #12G 3/4 C 150E 34 35 630 2#12, #120 3/4 C 1P 20A BEDROOM 107 EW NEW PAVILION REFRIGERATOR 20A IF 2112, J12G 3/4"C 4p0 36 37 630 2#12, #120 3/4 C 1P 20A BATHROOM 108 EW -SPARE- -SPARE- 38 39 1500 2112. J12G 3/4-C IP 20A BATHROOM EW50A NEW SLR -PANEL "N" SEA 2P 216. #BG 1"C -- 40 41 1500 2#12, #12G 3/4C IP 20A BATHROOM NEW 2#6, #BG 1'C — 42 n PANEL SCHEDULE SCALE:N TS ALL NEW EXTERIOR SERVICE 2017 NEC SECTION 110.20 EXTERIOR WEATHERPROOF INSTALLATION W/ NEMA 3R RATING AR7 12 2022 Town of Gulf Stream, rL MAN PANEL: IDEA MLO EQUIP: GROUND BUS �' VOLTAGE 208/120 NO RATING. 10,000 NEW SUB PANEL SCHEDULE B" NUMBER OF CKTS: 42 INTO: RECESSED CKT# EVA MINIMUM BRANCH CIRCUIT POLE BKR. EOUIPMENE EXIST/NEW EXIST/NEW EQUIPMENT AIR. POLE MINIMUM BRANCH CIRCUIT RNA CKT# 1 630 2#12, 112C 3/4-C IP 20A HALL LIGHTS/RECEPT. NEW NEW BEDROOM 113 LGTS/RECEPT. LEA IF 2#12. 112C 3/4-C 630 2 3 630 2#12, 112G 3/4'C IF 20A EWER RM LIGHTS NEW NEW BATH 111 LIGHTS 24 IP 2#12, #12G 3/4"C 630 4 5 630 2#12,. 112G 3/4-C IP 20A PAGE ROOM GE I NEW NEW BATH 111 GET 20A 1P 2#12, #12G 3/4"C 1500 6 7 63D 2#12. #12G 3/4T IP 20A GARAGE LIGHTS/SECURITY NEW NEW MASTER BED LIGHTS 20A 1P 2#12, #12G 3/4"C 630 B 2#12, #12G 3/4"C IP 20A GARAGE RECEPT. NEW NEW MASTER BED RECEPT. 2GA 1P 2#12, #12G 3/4"C 630 10 2112, #12G 3/4C IP 2OA MASTER BATH GET NEW NEW OUTDOOR LIGHTS 20A 1P 2#12. #12G 3/K-C 630 12 R17112111 2#12. #12G 3/4-C 1P 20A MASTER BATH DESKS NEW NEW OUTDOOR WE RECEPT, 20A 1P 2#12. 112G 3/4 C 630 14 DIE. #6G 1"C 2p 50A 50A 5.0 GPM ELECTRIC HW HEATER N NEW -SPARE- -SPARE- 16 2#6, #6G 1"C -SPARE- -SPARE- 18 19 -SPARE- -SPARE- -SPARE- -SPARE- 20 21 -SPARE- -SPARE- -SPARE- -SPARE- 22 23 -SPARE- -SPARE- -SPARE- -SPARE- 24 25 -SPARE- -SPARE- -SPARE- -SPARE- 26 27 -SPARE- -SPARE- -SPARE- -SPARE- 28 29 -SPARE- -SPARE- -SPARE- -SPARE- 30 31 -SPARE- -SPARE- -SPARE- -SPARE- 32 33 -SPARE- -SPARE- -SPARE- -SPARE- 34 35 -SPARE- -SPARE- -SPARE- -SPARE- 36 37 -SPARE- -SPARE- -SPARE- -SPARE- 38 39 -SAME- -SPARE- -SPARE- -SPARE- 40 41 -SPARE- -SPARE- -SPARE- -SPARE- 42 3/4" COPPER WATER PIPE (WATER SERVICE TO HOME) GROUND ROD CONNECTOR W/ HEX STUD #4 AWG BARE COPPER GROUND CABLE GROUND STUD FASTENDED TO CTB EQUIPMENT -- (2)5/8"X10' GROUND RODS W/ BONDING TO COLD WATER SERVICE LINE, GAS, BUILDING STEEL GROUNDING DETAIL SCALE: NTS OPTIONAL METHOD FOR CAL[ SERVICE SIZE FOR DWELLING: NO CEHAR UNFINISHED ATTIC NO BASEMENT GENERAL LOAD: GENERAL LTG AREA (5,542.44 SF) 0 3VA/SF = 16,627 VA PAVILION LTG AREA (327,7 SF) 0 3VA/SF = 983 VA 4-SMALL APPLIANCE CKTS = 6.000 VA ELECTRIC RANGE = 8,000 VA LAUNDRY CKT = 1,500 VA ELECTRIC DRYER = 5,000 VA 2- HOT WATER HTRS = 30,000 VA BATHROOMS X4 = 6,000 VA SUBTOTAL GENERAL LOAD: 91,720 VA 1 ST 10,000 VA 0 100% = 10'000 VA REMAINDER OF GENERAL LOAD 0 407. = 0.40 X 81.720 = 32,688 VA TOTAL GENERAL LOAD: 10,000 + 32,68B = 42,688 VA AC 1 = 14,016 VA AC 2 = 7,033 VA AHU 1 = 1,800 VA (COOLING LOAD GREATER THAN HTG) AHU 2 = 1,440 VA (COOLING LOAD GREATER THAN HTG) EX POOL PUMP = 1,500 VA SPRINKLER PUMP = 1,000 VA POOL LTG = 250 VA LANDSCAPEDUTDOOR LTG = 200 VA SUBTOTAL: 69,927 VA TOTAL PROJECTED LOAD: (69,927 VA / 240V) = 291.36 A PROPOSED SERVICE: UPGRADE TO 300A MAIN SERVICE SYMBOL LEGEND �ELLECCCTTRICAL �.KAA (/�� CODING FAN W/UGHT DUPLEX RECEPTACLE 120/240 QUAD FECEPTABIE 240 VOLT RECEPTACLE GRIND. FAULT INTERRUPTER RED W PROOF G GET GET(DUPLEX RECEPTACLE 120V) SURFACE MOUNTED U(kfT BENWN WEE HIGH HAT �JA }$ RECESSED VAPOR PROOF LIGHT ELECTRICAL SWITCH 3 - WAY SWITCH ®I EXHAUST FAN — ELECTRIC PANEL `')S0 SMOKE/CO DETECTOR SCONCE N NEW E EXISTING R RELOCATED CU —EQUIPMENT TYPE 1 — EQUIPMENT NUMBER EXISTING EQUIPMENT NEW EQUIPMENT CONNECT NEW TO EX. ® KEYNOTE SYMBOL COMBINATION CO/SMOKE INTERCONNECTED/HARDW. DETECTOR ' NOT ALL SYMBOLS MAY APPEAR ON PUNS DATE LICENSE NUMURAR972Z7 (ITSj Russell Rosicki, Architect ALA, NCARB, DARCH, LEER AP DFSION R ARCFIITEG'IS FT.., LLP 6260 N US HIdHWAY I MFI BCL7R1VE FZ. 32940 278 NEVVPORT R DFFRFTRLD BEACH FL 33442 'DICE : 954-371-SCR MID I DERIOVRAIRICHIIECISCOM ENGBiEEIL: KEY PLAN SUBMISSION N ALTERATION LEVEL 1111 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 T1TLly PAVILLION ELECTRICAL PLAN & PANEL SCHEDULE DATED PROJECT NO.; 4/15/21 2101 SCAIAWBAN3 E' DR NO.: AS NOTED DRAWN Br. STE E RRR —2 S74PEE NO' 13 OF 17 FL ARCHnFZr DR RUSSELL ROSICXI SIGNATURE; MASTER BED 122 PATIO IORB 172 rim 8" 8x4 49 rim 4", . 1ORB 172 cfm 8" 10x8 10x8 163 rim 163 rim 6" S" �O EXISTING SUNROOM no —u4 8x4 MASTER 2'rim BATH T 4^ 9 14" 14" 8x4 !x6 88 rim 10 8 88 '8�X! y NEW 20x20 HULL 590 cfm T NEW PWOR HALL F ROOM 715 /6X6 II V 33 rim 8 83 cfm O EXISTING LIVING ROOM 103 6" x EXISTING GARAGE na U z AP,? 1 10 o Town Of Gulfst 11 12 x 12 91. rim 8„ NEW BEDROOM13URSERY t8x4 2 12 cfm d;�31f a x6 y 3 rim. 2 1-1 1Ox6 102 rim 6" 8x4 41 rim EXISTIN PATIO FOYER PATIO POOL 100 18x6 12 Transfer 30 x 20 1072 rim gr08" 18" 1T NEW P ANOTORY RENOV. IT KTCHEN 8x4 1041Ox8 1ox8 11 rim ° 163 cfm 163 rim -4 8" 8" " U 3 10x8 122 cfm EU 8" 1OX8 El 138 rim 8 12 x 12 y10x8 E- 135 rim 10 178 rim 12„ „ 14" 12 x 12 176 rim EXISTING EXISTING AHII-1 �10 EXISTING NURSERY BATHROOM 11 x20 O 20 EXISTING 107 �1aa T (IN ATTIC) eATHRooM BED0OOM S X 4 6" 106 10 rim N 1a° ❑ O O 8x4 8x4 8x4 31 rim 31 cfm 10 rim 4„ 4„ 4" E o EXISTING EXISTING W CLOSE CLOSET 06 S + 4� � CU-1 CU-2 n MECHANICAL PLAN SCALE:1 /4"-1' GENERAL NOTES: 1. All supply ducts are designed per ACCA Manual D. 2. All supply branches are designed according to ACCA Manual D for the highest CFM's required Heating or Cooling, for the room load per ACCA Manual J. 3. It is the installing HVAC Contractors responsibility to install air volume dampers to adjust appropriate air flow accordingly. 4. Field coordinate all grille locations with other trades prior to installation to maintain proper clearances required by applicable codes. KEYNOTES: 1. Kitchen hood vent to be sized per manufacturer's instruction. Vent to outside. Provide make-up air equal to exhaust rim for exhaust hood exceeding 400 cfm. See FBC 2020 - Mechanical, Section 505.2 for exception. 2. Dryer vent to exterior. 4" vent to outside. 3. EF-1, 50 rim minimum Bathroom exhaust fan, 4" vent to outside. 4. EF-2,80 cfm minimum Bathroom exhaust fan, 4" vent to outside. 5. EF-3,110 rim minimum Bathroom exhaust fan, 6" vent to outside. Legend Please note not all symbols may apply. Supplygrille y y T Sidewall supply grille Return grille T T y Sidewall return grille Riser duct up/down 1-A Thermostat (AH-Zone) 0 Exhaust fan Kitchen range hood exhaust fan 12 x 12 Grill Size 148 rim Grill CFM 8" Branch Duct Size Condensing unit DATE: LCENSE NUMBER AR97227 • G7msi9 A - Russell Rosicki, Architect AiA. NCARB. DARCH. LEER AP DFM4 3N R ARCHITECTS FL. LLP 6260 N US MC3HW1k'Y I N4F_ nC)L7R1VH FIL 32940 278 NEVVPORT R DF F_PJFIF7 D BEACH ]FT_ 33442 OICE : 954-371-" A1P0: i DESIGNRARCH ECIS.COM ENGINEER ,.f' a)snga SUBM1.4.SION ISSUED FOR PERMIT RE -ISSUED FOR PERMIT N ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TTnE MECHANICAL PLAN DATE PAOIECT NO.: 4/15/21 210' SCAlE DRAWING NE" —_ AS NOTED DRAWN B1^ RRR M RRR —1 S"EL NO.: 10 OF 17 FL ARCHITECT DR RUS'SU ROSICKI SIGNATURE NOTES: (a) THIS DIMENSION IN INCHES MUST BE I. ALLOW SUFFICIENT SPACE BELOW DRAIN EQUAL TO THE MAXIMUM FAN SUCTION CONDENSING UNIT BOLTED TO PAN FOR TRAP. 2. PITCH DRAIN FOR PROPER RUNOFF. (NEGATIVE) STATIC PRESSURE IN INCHES WC CONCRETE PAD TO WITHSTAND 3. MANUALLY PRIME FILL TRAP BEFORE (WITH DIRTY FILTERS, COILS, AND MAXIMUM HURRICANE FORCE WINDS. AS START-UP TO FORM INITIAL DRAIN SEAL. AIR FLOW), 7' W.C. PER FBCM 301A2 4. SUPPORT LENGTHY DRAIN LINES TO THIS DIMENSION IN INCHES MUST BE PREVENT SAG AND CONDENSATE OVERFLOW. EQUAL TO MIN. 1/20F THE (a)ABOVE. E 16 GA. HURRICANE THIS STANDARD DETAIL STRAP MUST BE REVIEWED AND (�) EQUAL (a) - (b) *PIPE DIA. i INSULATION. COND. UNIT 1WX TSELF-DRILLING SITE ADAPTED BY SEAL SHALL ON (d) TRAPSHEET METAL SCREW CONTRACTOR PRIOR TO USE SHALL B. 3" MIN. PER LARGER IN. P LARGER THAN 3 TONS SHALL 3/8' X 2112" QUICK -BOLT EXPANSION ANCHOR. FOR FINAL EQUIPMENT. B F.B.C. -46W.7 WHERE APPLICABLE. ISOMODE PAD (TYPICAL OF 4ONE PER (a) TRAP SEAL SHALL BE T MIN. TO 4" MAX. _— CORNER OF UNIT) PER S.B.C.C.L-1002.4 WHERE APPLICABLE. ° 4 A/C UNIT CLEANOUT ° ° e (TYPICAL) 4" CONC. PAD ° ° PITCH VENT LINE PERFORATED CAP, 1/2' ABOVE BOTTOM OF DRAIN PAN 4' CONCRETE SLAB. TOP OF ISOMODE PAD (TYPICAL) ' DRAIN PAN ITCH P SLAB. DRAIN PIPE TO IB) NOTE: MATCH DRAIN CONDENSING UNITS TO BE INSTALLED ABOVE FLOOD LEVEL CRITERIA. OUTLET SIZE. CONDENSING UNIT MOUNTING DETAIL NTS DRAW THROUGH UNIT CONDENSATE TRAP NTS 1 1/2" MIN. STRAPHANGER DUCT FASTENERS MAY BE OMITTED IF HANGER LOOPS UNDER DUCT. FASTENER RIGID RECTANGULAR DUCT HANGER (TYP,) 2"MIN. SUPPORT FLEXIBLE DUCT SAG STRAP 18" MAX. NOT TO EXCEED 112" FROM DEVICE AND PER FOOT MAX. S'A" ON CENTER MAXIMUM ALLOWABLE HOF LENCT CT EXDU FLEX DUCT � MAINTAIN RADIUS OF BEND TO NOT LESS THAN ONE DUCT DIAMETER FLEX DUCT DUCTWORK SUPPORT DETAILS NTS NOTE: PROVIDE CABLE CONTROL DAMPER FOR HARD CEILING AREAS. LOCKING QUADRANT TO BE EXPOSED GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS FLEXIBLE DUCT WITH SIDE TAKE -OFF FITTING INSULATION 8 VAPOR BARRIER WITH DAMPER, BELL MOUTH MAIN SUPPLY AIR TIE TO DUCT, SEE PLANS FOR STRUCTURAL TYPE AN INSULATION SUPPORTS ZWIDE METAL BAND SUPPORT � 1-1/2" X 1-1 /2" X 116 CALM. SQUARE TO ANGLE OR STRAP PER SMACNA ROUND CONNECT INNER DUCT WITH DRAWSAND ADAPTER AND SEAL WITH TAPE/MASTIC OUTERDUCT I I AT NECK CONNECTION I — J PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED NPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM `EYE BOLT THRU CLAMP WRAPPED REFRIG. AROUND TRUSS LINES EVEBOLTTHRU TRUSS CLAMP WRAPPED AROUND TRUSS 1l2"RODS 1/2" RODS (TYP. OF 4) P. OF 4) SUPPLY AHU RETURN AIR DUCT AIR DUCT AHU SHALL HAVE A CONDENSATE FLOAT UNIT STRUTS (2) SWITCH TO CONTROL OVERFLOW THAT WILL 3/4" CONDENSATE LINE AUTOMATICALLY SHUT DOWN THE AC SYSTEM AUXILIARY DRAIN PAN TOP -TRAP THE DEVICE SHALL BE ATTACHED TO THE SECURED TO UNISTRUT SECONDARY DRAIN OUTLET ON THE AHU. STAINLESS STEEL DRAIN PAN TO BE EQUIPPED WITH CONDENSATE FLOAT SWITCH TOO. TYPICAL DIFFUSER DETAIL NTS AIR HANDLING UNIT INSTALLATION DETAILS NTS EQUIPMENT SCHEDULE CU NUMBER CU-1 CU-2 NOMINALTONNAGE 4.0ton(s) 2.0ton(s) C MODEL RP1748AJVCA RA1724AJ2NB Z SEER/EER/HSPF 17.00/10.50/8.50 18.50/13.00/9.50 VI CAPACITY TOTAUSENS. 43,600 / 35,092 23,700 / 17,600 2 STAGES Two -Stage Two -Stage V) RLA - URA 21.6 - 35.0 16.0 - 35.0 Z W C Z 0 Voltage Phase MCA/MOP 2081230 IXI 4601 208/230 460 Single XI Three I I Single Three 28.0/45.0 21.0/35.0 v WEIGHT 250 223 AHU NUMBER AHU-1 AHU-2 AHU-MODEL RH2T4821MEACJA RH2T2417SEACJA STATIC PRESSURE 0.70 0.70 REFRIGERANT R-410A R-41OA LOCATION ATTIC ATTIC CFM 1426 746 FAN MOTOR HP -FLA 3/4-6.0 1/3-2.8 J ELECTRIC HEATER Voltage Phase kW Model Number MCA/MOP 208 240 460 208 240 460 Single Three I Single Three 5.4 (208V) - 7.2 (240V) 3.6 (208V) - 4.8 (240V) RXBH-1724AO7J RXBH-1724AO5J 401 - 45/45(24OV) 26/30(208V) - 29/30(24OV) Z DIMENSIONS HxWxD 57 x 21 x 21-11/16 42-1/2 x 17-1/2 x 21-11/16 4 WEIGHT 1141IDS 192IDS R REF LINES SIZES NOTES: RHEEM OR EQUAL 3/8, 7/8 AHRI #: 8377584 3/8, 3/4 AHRi #: 8377583 EXHAUST FAN SCHEDULE UNIT NO. EII EF-2 EF-3 AREASERVED BATHROOM BATHROOM BATHROOM FAN TYPE CEILING CEILING CEILING CFM 50 80 110 S.P. INCH 0.25 0.25 0.25 MOTOR VOLTS/PH 120V/10 120V/10 120V/10 POWER COMSUMPTION (WATTS) 6.5 9.6 15.4 SPEED RPM 1054 1113 1182 CONTROL INTERLOCK SWITCH SWITCH SWITCH BASIS OF DESIGN(PANASONIC FV-0511VK2 FV-0511VK2 FV-0511VK2 GRILLE SCHEDULE Titus Series 250 Size Velocity FPM 400 500 8 x 4 CFM 50 60 Throw (ft) 4-way 3-way 2-way 1-wa 12 14 13 15 14 17 17 21 6 x 6 CFM 80 N/A Throw (ft) 4-way 3-way 2-way 1-way 13 N/A 14 N/A 15 N/A 18 N/A 8 x 6 CFM 105 N/A Throw (ft) 4-way 3-way 2-way 1-way 14 N/A 15 N/A 12 N/A 15 N/A 10 x 6 8 x 6 CFM 140 N/A Throw (ft) 4-way 3-way 2-way ,-way 15 N/A 15 N/A 13 N/A 17 N/A 10 x 8 CFM 180 N/A Throw (ft) 4-way 3-way 2-way 1-wa 15 N/A 17 N/A 19 NIA 22 N/A 10 (10 CFM 250 N/A Throw-way18 J(ft) -way -way 17 N/A N/A 20 N/A-wa 20 N/A AFff 12 ?O 1 TOWn Of Gulf St., F( I6LYa3 GTS I a �J Russell Rosicki, Architect AL^., NCARB, DARCH, I AP IMMON R ARCfl 1rpC1' 3 FL, LLP 6260 N US HIGHWAY 1 ME.LBOURNE, FL 32940 278 NEWPORT R nRRRRfRi.n BAAC.FI FL 33442 010E : 9W311-SU RM n DERGNRARCHnIBC13W ENGINP.FW 1 - 01.12.211 ISSUED FOR PERMIT I 3.0].22 RE -ISSUED FOR PERMIT KEY PLAN: JN ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TITLE MECHANICAL DETAILS, SCHEDULES & NOTES DATE PROIECr NO: 4/15/21 2101 SCA D DRAWBVO NO, AS NOTED DRAWN Br- RRR RRR M-2 SFffirr NO; 11 OF 17 FL ARCFPIPCf ER. RUSSELL RORM SIGNA777RE: GENERAL NOTE: THE CONTRACTOR SHALL VERIFY SPECIFIC MANUFACTURER REOUIREMENTS FOR ALL EOUIPMENT PRIOR TO INSTALLATION. ALL PWMNING SHALL BE DONE IN STRICTACCORDANCE WITH ALL REQUIREMENTS OF THE LOCAL BUILDING CODES. 2020 FLORIDA PLUMBING CODE RESIDENTIAL, AND ALL OTHER APPLICABLE CODES HAVING JURISDICTION. I I EXISTING SEPTIC TANK I I C31 I I I I I I I I f KEY NOTES ® PPINGD HALE HAVOF R3 INSUTATON WRAPRORRGREATEER I. UTILIZE EXIST 3/4- WATER MAIN FOR CONNECTION TO NEW ELEC HOT WATER HEATERS TO BE INSTALLED 2. CONNECT NEW SANITARY PIPING TO EXISRNG SANITARY UNES RUNNING ACROSS HOUSE. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING PRIOR TO CONNECTION. 3, EXISTING HOT AND COLD WATER PIPING RUNNING TO PLUMBING FIXTURES SHOULD REMAIN WHERE NXTURES ARE BEING DIRECTLY REPLACED. CDITRAC70R TO ENSURE THAT THE PIPING IS INSULATED AND SUPPORTED APPROPRIATELY, ALL HW PIPING MUST BE INSULATED AS PER ENERGY CODE STANDARDS. 4. EXISTING HW HEATER TO BE REPLACED WITH 2 NEW FLED. HOT WATER HEATERS, ONE LOCATED IN ATTIC TO SERVE SOUTH SIDE OF HOUSE AND ONE MOUNTED TO INTERIOR WALL TO SERVE NORTH SIDE. 5. NEW 1.6 GPF 12' ROUGH -IN TOILET FURNISHED BY OWNER G- NEW AV SINK W/ OVERFLOW A, BASE CABINETRY WITH COUNTER 10 BE SELECTED BY OWNER. 7. NEW SHOWER BODY SHALE BE PRESSURE BALANCING ANTI -SCALD, WITH MAX. 25GPM FLOW RATE @ SHWR HEAD 8. EXISTING Y SANITARY LATERAL W/ CLEANOUTS AS SHOWN. CONNECTS TO EXIST 3' SEPTIC TANK. 9. NEW 1/4' WATER LINE TO RELOCATED REFRIGERATOR W/ WATER PURIFIER AND ICE MAKER. ENSURE VACUUM BREAKER W/ WATER HAMMER ARRESTOR IS PROVIDED IF NOT INTEGRAL. 10. HOOKUP D/W DRAIN LINE TO NEW SINK ABOVE NEW P-TRAP I. PITCH CONDENSATE LINE IN FLOOR IN DIRECTION OF ARROW TO EXTERIOR. PROVIDE CONDENSATE TRAP @ AIR HANDLER PATIO 12. NEW TILE. SHOWER BASE PER DETAIL 3 ON P-2 SHEET 0 SYMBOLS CONNECT NEW TO EXISTING ® MECHANICAL KEYNOTE SYMBOL ❑T PLUMBING KEYNOTE SYMBOL D� AC CONDENSATE DRAIN (PITCHED IN DIRECTION OF ARROW) O PIPE DROP COLD WATER PIPING j--� HOT WATER PIPING UNDERGROUND SANITEPY PIPING j-� ABOVE GROUND SANITARY PIPING j $ VENT PIPING ? , EXISTING PIPING ? Z GATE/BALL VALVE EXISTING GAS PIPING GAS PIPING �- GAS PLUG SHUT OFF VALVE GAS SOLENOID VALVE -� GAS SHUTOFF VALVE GAS PRESSURE REGULATOR OS&Y GATE VALVE CHECK VALVE C POINT OF DISCONNECTION POINT OF NEW CONNECTION TO EXISTING REMOVE UNDER -SLAB PIPING & PATCH COINC SLAB nl ] ) PLPPPING PLA'' \ _. _ � SCALE: 1/4"-1'-0" PATIO HER W.I.0 121 MASTER BED 22 (E)3'S O I O RENOV. SU NROOM 110 PATIO I I I 1/4' CW H2O LINE TO REED 1--,,2 S TO NEW PAVILION FOR USE WASTE LINE COMING FROM AT GRILL SEE P-2 SHEET _ PAVILION SINK SEE P-2 SHEET low Q (E) WM r THE PEDESTAL TUB VALVE SHALL HAVE A PRESSURE OWING DEVICE PER FBC PL 124.5 MAIN DEMO ExISTING HOT WATER ❑ � HEATER 4 I \% 1 I . BATH 1 Uzi �al �� ® 1 1.• I an O EXISTING 03 I I (N)3'S I� I El ii [)YS I I � N W DATEY NEW 50 GALLON EL C. HOT 4❑ WATER HAP IN AFTf DIRECT REPLACEMENT OF PLL FIXTURES IN BATHROOM t08 1-' XISTING NURSERY 107 EMERGENCY GENERATOR GAS TANK ND, DESIGNED AND OTHERS RENOV. K,TCHEN I iI W OATEY 2'S f0 ADMN.LVE 2'e (E)3'S O 0 f EXISTING FOYER l00 O NEW O DEN 13 NEW LAUNDRY 102 DIRECT REPLACEMENT OF ALL / FIXTURES IN BATHROOM 106 / EXISTING BEDROOM 05 DAM cz _S iTr Russell ROSickl, Architect AIA, NCARB, DARCH, LEER AP DESIGN R ARCHITECTS FL, LLP 6260 N US HIGHWAY I MELBC47JJRNE FL 32940 278 NEWPORT R DEERFIELD BEACH FL 33442 VOICE : 91 INFO DESIGNRARCHITECIS.COM ENG I®b ' - 0SUE. 1 03021R-65UFOR PER M KEY PLAN W �°'-cu/r,c SWITCH EXISTING ROWER TO n IN CONDENSATEIN R CTDN AFROF ARROW EXISTING EXISTING cNADE_ CLOSET CL O6 O QB DEMO EXISTING HOT WATER HEATER DEN.. MAIN 'WATER LINE / 0 2 4 8 CONNECTION 0 EX HWH NORTH ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 7SIIE' PLL'VBINC PLAN DAID PROIPLT NQ 4/15/21 SOUL+: DRAWING II AS NOTED DRAWN B - STS ECIQ+D RS" p 1 FEAR _ SIffTEf NO.1 14 OF 17 WASTE UNE TO RON UNDERGRND & CONDUCT TO 2-1/2- MAIN IATERA_ SEE P-1 SHEET FOR MORE INFO IN— — - I /' f FUNNECf TO MAN HOUSE WATER I I , 2 —_ ONES SEE P-I SR I I REF i � I I I UP TO SK I ( 10 NEW NATURAL GAS TANK, I � I \ j uNDRcw+D DLSlcxeo By oTnEJs I I � NEWPAVILION W/\ I WITH SUMMER- KITCHEN i I I � I I I I I , v �'/\ V CI OI\I r C`_l\VIC;IMI, P_/.NIA 0' 2' 4' 8' �... _ SCALE:1/4"=1'-0" 60 1/4" = i'-O" NORTH CCSC/ C 'T UyR EASE D-TAIC SCALE: NTS OWNER SHALL SUBMIT SPECIFICATIONS FOR ALL APPLIANCES & PROVIDE TO CITY FOR RENEW (MUST BE PROVIDED TO ARCHITECT FOR RENEW AND APPROVAL PRIOR TO INSTALLATION OF PIPING) GA' (PRESSUE:LP R�MIN1111 MBH GAS PLUG SHUTOFF TYP 0 APPLIANCE *ASH'LDUMP NEW pn_1N //- 3/4^ GAS PLUG SHUTOFF TYR 0 APPLIANCE f A INPUT GAS LOAD: 150„ MBH (E) EMERG. SHUTOFF (TYP, VIE) GAS PRESSURE: 5'MIN 11 MAX NFN H" TIATUFU� GAS EIAERCENCT GENERATOR NAIN1AISO—NoNK 1/2 (DEsc.ED B" OTHERS) DESIGNED YND S2ED BY CTHEFS ASH DUMP EXISTING SEPTIC TANK NEW GAS PIPING: y GAS RISER WMATERIAL W FITTINGS FOR 1111 PER CODE ININ ACCORDANCE W/ A STANDARD FROM BELOW (N)J (xJC:O. IN) ASTME B36.10, TOM, ASTM A53/A53M, ASTM MO6 1 H � �x>2-1/2v I )CO, 2 (N1CO.I I � (N)2Y ` ©� �l� rS NN)I-I/2V�1 (rl)ca� MASTER (xp-1/2' I(Np-1/zv BATH 1 1-91 (NpvrR T \ NEW (E)J\ �(K)2 (NI�NEW 2's PAVILION ® NO1-1 V1vr HWI 6 SINK( O CL. 01-1/ZG \ (R)2'SN_x n O(N)1- v 125 (E), sTwR N)2V NEW OATEY / NEW i-1/2'S NR AOATEY N)YS -EI_T VALVE 2' 0 PWDR REM � IHWn nN AmC PVC (E)Ss (PRO 112 UI e REF (N)1-1/2-S ❑2 IN)I-I'2Y�/ ice. \ srvri ©I T BATHROOM UI (N)J's UNp-1/z' �(N)1 2v 111 (Np-1/2's (rv)zY I IF ­ET © r Di(E)J' W 10 I I ❑5 1.EE .. ❑ l_sill, CI ^R[L'ACEM1Ern: (Ev m (EO-1/2v (E)3VLR Ixj35(")as D (E13s : Rtt EX. (E)3' GUI' 112-V I RENOV. / (N)cC BATH F)C. O - (E1-1/2-V P� KITCHEN / 108 104 DEMC START / /(N)2z (E)pY 1-1/2V - -_/ / \, NEW ABOVE -GROUND DRAINAGE AND VENT PIPING SHALL BE: NEW TLR O (E)1-I A'S (E-I//J2''"✓✓✓ (N)10, MAT RI IN ACCORDANCE W/ STANDARD B2 5 E)Ys 6 (N)1-1/2'sl / sIN< NEW POLYVINYL CHLORIDE(PVC) PVC ASTM D2665; ASTM F891; D eECT REFLACEIAEN': G)CD V LAUNDRY PLASTIC PIPE IN IPS DIAMETERS, ASTM F7488; CSA BITS S .v�t, TOILET. CIDwER 102 INCLUINC SCHEDULE 4Q DR 22 EX.. (PS 200), AND DR 24 (PS BATH 140); WITH A SOLID. CELLULAR 106 CORE OR COMPOSITE WALL VENTING NOTE: ALL DRY VENTS ARE TO BE 'VERTICAL' W/ MIN. 1/4 PERTICAL DWV RISER UST BERMN 61'CHIGHER UP.THAN WETENT SANARNG _- SCALE'NTS PIPE THAT IT PROVIDES VENTING TO. CATHON11 IHL 0 0' MUST MEETM'NIM V C RU, CE J T4 S FRCM HE E TEF G L D 1 DOW Or TIE 'I ME. FNf, TXA 'C M WI 'P_' - FOR TILT, AND PARE VT ESE LANs TO ENSURE vIwMLM CISTANCES APE ^ 1E,=D IN ACCOPC<NCE WTI- TH- LAi ES' FUE. 'AS CODE. SLDMPT BI OP CMVUNGs TC A1C-HTT AND ITT i0R AFYFDJAI. GENERAL NOTE: THE CONTRACTOR SHALL VERIFY SPECIFIC MANUFACTURER REQUIREMENTS FOR ALL EQUIPMENT PRIOR TO INSTALLATION. ALL PLUMBING SHALL BE DONE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF THE LOCAL BUILDING CODES, 20M FLORIDA PLUMBING CODE RESIDENTIAL, AND ALL OTHER APPLICABLE CODES HAVING JURISDICTION. KEY NOTES ® FFNG SHALL RAVED R3A SUUPON AND PRORRGREATER I. UTILIZE EXIST 3/4' WATER MAIN FOR CONNECTION TO NEW ELEC HOT WATER HEATERS TO BE INSTALLED . 2. CONNECT NEW SANITARY PIPING TO EXISTING SANITARY LINES RUNNING ACROSS HOUSE. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING PRIOR TO CONNECTION. 3, EXISTING HOT AND COLD WATER PIPING RUNNING TO PLUMBING FIXTURES SHOULD REMAIN WHERE FIXTURES ARE BEING DIRECTLY REPLACED. CONTRACTOR TO ENSURE THAT THE PIPING IS INSULATED AND SUPPORTED APPROPRIATELY. ALL HW PIPING MUST BE INSULATED AS PER ENERGY CODE STANDARDS. 4. EXISTING PEW HEATER TO BE REPLACED WITH 2 NEW ELEC. HOT WATER HEATERS, ONE LOCATED IN ATTIC TO SERVE SOUTH SIDE OF HOUSE AND ONE MOUNTED TO INTERIOR WALL TO SERVE NORTH SIDE. 5. NEW 1.6 GPF 12" ROUGH -IN TOILET FURNISHED BY OWNER 6. NEW LAV SINK W/ OVERFLOW & BASE CABINETRY WITH COUNTER TO BE SELECTED BY OWNER. 7. NEW SHOWER BODY SHALL BE PRESSURE BALANCING AND -SCALD, WITH MAX. 25GPM FLOW RATE 6 SHWA HEAD 8. EXISTING 3" SANITARY LATERAL W/ CLEANOUTS AS SHOWN. CONNECTS TO EXIST 3" SEPTIC TANK. 9, NEW 1/4' WATER LINE TO RELOCATED REFRIGERATOR W/ WATER PURIFIER AND ICE MAKER. ENSURE VACUUM BREAKER W/ WATER HAMMER ARRESTOR IS PROVIDED IF NOT INTEGRAL, fO HOOKUP Di DRAIN LINE TO NEW SINK ABOVE NEW P-TRAP 11. NEW TILED SHOWER BASE PER DETAIL 3 THIS SHEET NEW ELEC. TANKIESS HOT WATER HEATER — 3/4- MAN WAIER LINE OGS TO FOLLOW WALL (RIC.O. J WET. VALUED COONG� NEW ELEC. TAR" SS BUT / / WATER HR IN A7IC 1 SNEI Ir.^HW/CAN 1FAYTL IHROWM ESISTIFG Sqq NWH IN ATTIC EUCfl10R WALL NEW PAVILION aEr 0 � 9 4 D RECT RE('LACEMENT: I // SINK, -DICEY IV 3 ❑ BATH ❑ O 108 DEMO SBWR N-W TH WATER LINES RUN UNDER �HOR IN "" A" VAMLTCD CEMNGS SYMBOLS 0 CONNECT NEW TO EXISTING ® MECHANICAL KEYNOTE SYMBOL © PLUMBING KEYNOTE SYMBOL �- D — AC CONDENSATE DRAIN (PITCHED IN DIRECTION OF ARROW) O PIPE DROP COLD WATER PIPING HOT WATER PIPING UNDERGROUND SANITERY PIPING ?—� ABOVE GROUND SANITARY PIPING ------j VENT PIPING EXISTING PIPING T GATE/BALL VALVE EXISTING GAS PIPING GAS PIPING i GAS PLUG SHUT OFF VALVE GAS SOLENOID VALVE --� GAS SHUTOFF VALVE GAS PRESSURE REGULATOR OS&Y GATE VALVE B— CHECK VALVE C POINT OF DISCONNECTION POINT OF NEW CONNECTION TO EXISTING REMOVE UNDER -SLAB PIPING ' & PATCH COLIC SLAB 110, AP,? 12 2012 Town of Gulf Stream FL MAN WATER LIRE COMING MAIN S UP LINE RUN FROM NORTH SIDE Of SITE MAN LINE WR INTO ATTICSEE ROUND NO PUN ON P-1 (E 3/4" MAIN DEMO EASRNG HOT WATER 3^ HEATER ❑5 z MASTER BATH 4 0 2 �• �^ a^ TLc 1_25 A 17 © ISIi K 9-NR PWDR RE, 112 NEW ❑T>I -1 5 4 %'%��� BATHROOM < is RUSE LINES BACK INTO (•� 7 111 CLUING WITHIN NEW NE14 LAUNDRY ROOIA WALLS KNEW. f^ G TOV T T1 �/// ❑5 `UL �a HW/CW RUN THROUGH NEW FLAT CEILING RE ARCHTTSCT' DEC RUSSELl ROSi SICRNATTIRE: r) AT0 110EMM NUAffiFR: AP-9722'7 -S *TrT Russell Rosicki, Archilecl AIA, NCARB, DARCH, LEED AP DESIGN R ARCHITECTS FL, LLP 6260 N US H1C311WAY 1 N4ELBOURNE FL 32940 278 NEWPORT R UEERFIELD BEACI-I. FL 33442 VOICE ; 950-371-SW INFO;, HNGMEER KEY PLAN: o1i jJ1ITRINIZ N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 PAVILION ­`_UVBINC '_AN, RISFH 1)11,�"PAVS ?� NOIFS IT ITCHE THE SHUTOFF VALVES FOR THE WASHING ❑7 KITCHEN D EW MACHINE SHALL BE 617Pv' 104 sH. MADE ACCESSIBLE PER FEE PL 606.3 4/15/21 SCANEW NEW WATER DISTRIBUTION PIPING SHALL BE: � 5 LAUNDRY AS NOTED NLW 102 MATERIAL CROS-LINKED POLYETHYLENE (REX) DRAT BY: SINK PLASTIC TIDINGS W/ FITTINGS FOR SUCH PER CODE STS IN ACCORDANCE W/ STANDARD EX. ASTM F876; ASTM F8R. CSA B137.5 CERICi® BY: BATH RRR IT 0-61 INSULAT ON OM HN PIPING (R3 OR GREATER) Si NO.: HW/CAN RISER REFRIGERANT PIPING (R3 OR GREATER) 5 OF 17 P-2 FL ARCi T ECT DR RUSSELl ROS)M SIGNATURES 3.5X16 WEYERHAUSER PSL PLUS BM FASTEN TO REINFORCED CONCRETE PIER WITH MBHU3.56 AND BEAR OVER EXISTING TIE BEAM AT HOUSE. FASTEN TO EXISTING TIE BEAM WITH HGAM GUSSET ANGLE AND STRAP DOWN WITH HTSM20 TWIST STRAPS BY -�� SIMPSON. TYP. EA SIDE zOTF PORTICO � LA F r �I 'Im E%FC C1 XISTING NIA FOYER 1 00 nla NFW LAL'NJRY G2 OB N;,71. fP CHAI'F HEI ICPI pLFS 6HA1L 6E II I NEW 14"x14" 3000 PSI CONCRETE I CAI C.LATFD F03 C,CMP1 ANCF fT A IIC. GUTFCII COLUMN WITH (4)15 BARS VERTICAL AND ENGINEER SEE GEOTECF SOILS REPCRT UND R g3 STIRRUPS 018" ON CENTER. SIZE TO �I SEPARATE OVER FOR MCPE LED_ GC TO PROVIDE ACCOMMODATE PSL BEAM FROM EXISTING SFAI ED CAI CS W/ SPECIFICATION OF AI I PII FS TO TIE BEAM TO FACE OF COLUMN ARCHITECT 6 CI7 FOR REVILVI/APPRDVA-' li IB-1� INFILL PORTION OF E% LIMIT OPENING — A-4 LB-1 TB -I I EX IOILLT IILR IN l.G. 118 21 HIS FIAT CLG W.I C. 117 N[WHITCHIM] 1:(3)1.75XI VL5 /(2)1 STL PHSE. TL C1 C FIAT CLG NEW A -SHEETS FOR ROOF HALL MASTER FRAMING FRAMING DIRECTIONS @ AEC 122 ENGINEERED 2X4 @ 24" OC TRUSS ROOF. ALSO SEE VAULTED CIG CROSS SECTIONS FOR MORE--�— INFORMATION_ n NEW CLG 17- IISS 6.6x3/Y' IIIRE STLE7. I105T 12.F 2y 1/2' BASEPL. I NEW CANTILEVERED I ROOF ABOVE I`RFOR FIF I,Y ODR SUES, Rf,. SCR PI CIE k -IF D f.PN01TI0N5 NRIOR TC ANY WJRK. 4EPOR' CISCREPANCIES. �I I I I I TI_.IINI AI I N 1\FERI\ RI P- A'F 1 IAPTSHI 1 nt fAll VATI I_ R11 1 II 'ACA HITI I F11 NL All 'N PLAN' C h h \1T1RI. INIITR\,A I INTS ANIT SI/E. L1IF0�1I LR I s NtAMSAS 11N AKE 1'.LSII�NLI1 L��Ii. lllTt ITLEII�`I IC)\ _40 I 4- ' `I i DIAMOND MESH W/ STUCCO FINISH CEILING UNDER NEW 2X4 FURPINGS @ 12" OC OR I Y v " USE IX6 T&G PT WD BOARDS I =� COLUMN SCHEDULE MARK TYPE SIZE W X L REINFORCEMENT REMARKS Ct 15S ". i', '/fl 10'. IC', '/2" BASE PL SAJDLE U-CAP C4 I i VLRIFT l;0_UMV= i_Gf•I PEIUH 0 ORU-k VO. I 2-EZ_ COLUMNS TO BE STR<_TLRAL -UBE,-,-<EKS }f.ASF h _AP PLATES TO — 4-3/1 CIA_ ANCHCR PHI TS FOOTING SCHEDULE MARK SIZE W x THK LONGITUDINAL REINF, CROSS -BAR REMARKS TOP BOTTOM SIZE SPACING EX FTG 24' X 18' N/A 2 / 5 / 5 18' i5 BARS 048'OC FTG-1 30" X 18" N/A 2 / 5 / 5 18, FTG-2 48" X 48' N/A 2 / 5 If 5 8' FTG-3 24" X 18' N/A 2 / 5 If 5 18' /5 BARS 04 FTG-4 36' X 36' N/A 4 / 3 15 8' HP-1 SEE S-2 N/A N/A N/A N/A HELICAL PILE8'OC TIE —BEAM SCHEDULE (,A- a K51) SIZE LONGITUDINAL REINF. STIRRUPS MARK W D. TOP MIDDLE BOTTOM SIZE SPACING REMARKS Exie EXISTING 8'x IC 2 q 5 2 A 5 d 3 12' :xISTIVG/VIE B" IL' 2 A 5 '/_ A S A S 12' IS' H. L-1 E'XIS _INOEL U BLOCK A B DROP EOTTOM CF BEAMS TO -HE TOP OF OPENING (IF REOUIR-C) ADD 2 p 5 FOR EVERY 8" OF DROP. I a1 CI =1 kl ;I �I �I it -I D INFILL OPENING S FORMER ' 2 , DOOR NFILL FORMER WINDOW OPNG ROOF/ CEILING FRAMING SCHEDULE MARK TYPE SIZE OC E STRAPPING (BOTH SIDES) PLYWOOD SUBFLOOR RATING SECUREMENT/REMARKS ROOF FRAMING: HI LAMI.vATED VLNCCO LUMECF '.>sxll-7i8F t'C OC 2.0 I1T520 - FOR FI A' ROOF FRAM v'G AT SLLROOM RF2 LAMIVATED !SNEER LUMEEF '' 75,11-7 8024' OC 1201.HTS20 I- FOR FLA- ROOF NFAMN3 AT SLI:ROOM CEILING FRAMING FIT LAMINATED VENEER LUtAEEF. 175X7.2E 624' OC 2.0 MIiFK IIUSI.7F 24 fC MITI ARLA ABOVE CAR AGLL TJINA; L ENC- HI USE'/ 2>.8 ATWD LEDGER BCARB TO SECURE / t 2' n11 T E%PAN90N CNCFRS STACC FFD 4 16" TIC, 2' CDOF GIST 1 PARTIAL STRUCTURAL PLAN SCALE:1/4"=1' RENOV. SUNROOM 10 BE SFEH 1`051 ,12yAzx l/2'BASGPf E/TIE I DTB — _ Te-I I 125 2,3,8 S-2 1 C itIII Tl'BL SITELPOSI I 1 I I A-4 II I I I I G EX 6'-4" FLAT CLG RELOCATED MASTER BATH 119_ FLAT CCC LN- 70 I'ROOM 115 �41 SEE A -SHEETS FOR ROOF FRAMING DIRECTIONS @ ENGINEERED 2X4 @ 24" OC TRUSS ROOF. ALSO SEE CROSS SECTIONS FOR MORE INFORMATION. EXISTING GARAGE 118 \��11L11 ITT, 1RI: 3 SIT:9XIX[I_ PUS F \I'S V (2 I I1._'- "11_ _C1 W/IOXIOXI/2'BASLPL CL 124I w EX FTG m M I TB -I EXISTING LIVING ROOM 103 I=1 /I I:I II ».I �I �I I II �IISS IIN4.3;'K 11'RE S FE I➢. POST W/ 12,12,1/2'ITASEPI XI STING EXISTING BATHROOM NURSERY 1 88 107 I STING CLOSET E ® ExTB EXIB E01 E% FTG �A IN ILL FORMER WINDOW OPNG NORTH RENOV. KI OFTEN 1c4 LL - 16X18X6.25X1/2 U-SHAPED STEEL TOP CAP PT 2X4/6 WD BUCK W/ HILTI XU-P8 POV © n 13 ACTUATED FASTENERS OC STAGGERED ALL E 25'-k 6" TUBE STL & AT HEAL TOP CAP (NOT SHOW CLARITY) n TOP -CAP DTLA SCALE: NTS 3/8 (TYP) HISS 4X4X3/8 PER PLAN. Oo ,o OP 10X10X1/2 BOTT PL SET DOVJN 2" 2" RECESS 1116 THREADED ROD STUB DOWN rL W/ 12" EMBED. INTO GB 0 CTR (UNDER BOLT PL) STL COL. BASEPL DTL SCALE: NTS HIS 4X4X3/8 TUBE STEEL COL (PAINT W/ RUST INHIBITING PAINT, TYP) 10X10X1/2 STL BASEPL � (4) 3/4" DIA. AF3125 ANCHOR BOLTS W/ 8" EMBEDMENT & HIT HIT-HY 1 200-A INJECTED EPDXY MORTAR 3" MIN. COVER 3/8 " I FF LEVELING GROUT II EXTB 3" COVER @ EXT BOLTS NEW POURED CONCRETE ELEVATED SLAB ON GRADE WITH TURN DOWN EDGE SECTION A @ BASEPL SCALE: NTS 55 i BEAM RECEIVES ROOF FRAMING, SEE ROOF FRAMING PLAN AND CROSS SECTION FOR MORE 114FO I q ' FTG NEW FLITCH BEAM: 5.25"- 2-18 "X1/2" STL PLATES DTWN DAZE E(3) 1.75X18 2.0E LVL BEAMS LICENSE Nllt®PA� Alt9T1.1'7 6.25X18X18X1/2 TOP CAP (TO RECEIVE FLITCH BEAM) NEW 3/4" THROUGH -BOLTS @��A— e I TOP CAP PT 2X4/6 WD BUCK SECURED W/ HILTI XU-P8 POWDER ACTUATED FASTENERS @ 6" �' OC STAGGERED ALL SIDES OF TUBE STL & AT HEAD UNDER Russell Rosicki, Architect I I TOP CAP (NOT SHOWN FOR 6.25" CLARITY) ALA, NCARB, DARCI-I, r F11xn AP 7' 3/8 TYP.) DESHBN R ARCFIITECIS FL, LLP 4" 6260 N US MCH4WAY 1 I I I IVfELMCXJRIVE FL. 32940 I 278 NER'PORT R I I I DFFRF F D BEACH FL 33442 I I HSS6X6X3/8 VOICE : 954-371-%IB Q'IIO:n D89C1NRARCFQIBCIS.COM �� TOP CAP DETAIL � SCALE: NTS ENCdNEER `j SDE31M 10N ISSUED FOR P KEY PiAN n TOP CAP DTL B R1-rrp ��� SCALE: NTS (2) i/2" THK STEEL FLITCH PLATES BTWN ^p 12i� (3) 7.75X78 2.0E LVL BEAMS O I',,, �ulf Strearn I 12" V2'G.C. DIA. BOLT W/ WASHERS & NUTS @ STAGGERED &:EITCH BEAD BOLT DTL E: NTS MIN 15011 PSI GROUT HSS 4X4X3/8 TUBE STEEL ENCASE TUBE STEEL IN COL (PAINT W/ RUST CMU BIN CELL W/ MORTA INHIBITING PAINT, TYP) (4) 5/8" DIA, F1554 10X10X1 2 STL BASEPL ANCHOR BOLTS W/ / 8" EMBEDMENT & 1.5" HOOKS (TYP) /4 LEVELING GROUT A L 3,000 PSI P.C. ROOTER 3000 PSI. HIGH STRENGTH GONG. S) SECTION B @ BASEPL DTL SCALE 3/4"=1'-O" ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TrBLE. STRUCTURAL- PLAN DATE AtOIECT NO.I 4/15/21 2101 SCATS' DRAWING, NO.: AS NOTED DRAWN BN RRR CMCI® BY / y `' 1 RRR _ ,/.`l 1 SImFE NO: 16 of 17 STRUCTURAL NOTES: STRUCTURAL DESIGN SHALL CONFORM WITH ALL LOCAL & FEDERAL ORDINANCES AND BUILDING CODES (FLORIDA BUILDING CODE RESIDENTIAL 2020) DRAWING DIMENSION & COORDINATION: DIMENSIONAL INFORMATION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT STRUCTURAL, MECHANICAL, ELECTRICAL, AND INTERIOR DESIGN DRAWINGS TO SUPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A PREVIOSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN THE IN -PLACE MATERIAL. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD MEASURED DIMENSION AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL, AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR; THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS AND ALL MECHANICAL AND ELECTRICAL OPENINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND ENGINEER FOR APPROPIATE ACTION. CAST IN PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301. ALL REINFORCING CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 3500, U.O.N. CONTRACTOR SHALL SUBMIT ALL CONCRETE MIX DESIGN FOR REVIEW. CONCRETE MIX SUBMITTAL SHALL COMPLY WITH SECTION 4.3 OF A.C.I. 318 AND MUST SHOW STRENGTH DATA AT 7, 14 AND 28 DAYS, STANDARD DEVIATION AND MODULUS OF ELASTICITY. CONCRETE COMPRESSION TESTING TO COMPLY WITH LOCAL BUILDING CODES. PROVIDE CONCRETE INSERTS AS PER ARCHITECT OR MECHANICAL ENGINEER'S REQUIREMENTS. CONCRETE REINFORCEMENT: WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318-99. CRSI " MANUAL OF STANDARD PRACTICE". BARS SHALL CONFORM TO ASTM SPECIFICATION AG 15(51), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONCRETE COVER REQUIRED AS FOLLOWS: CAST AGAINST AND EXPOSED TO EARTH 3" • FORMED, EXPOSED TO EARTH OR WEATHER # 6 AND LARGER 2" # 5 AND SMALLER 2" " SLABS AND WALLS, NO WEATHER EXPOSURE 2 HIP FIRE RATING & LESS 1" 3 HR. FIRE RATING & MORE 1" CONTRACTION JOINTS IN SLABS IN SLABS & BEAMS MAY OCCUR WITHIN THE MIDDLE 1/3 PORTION OF THE SPAN. CONTRACTION JOINTS SHALL BE KEYED WITH 1-1/2" KEY. REINFORCED MASONRY WALLS: 1- HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE 1, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f-1500 PSI. 2- MOTAR SHALL CONFORM TO ASTM C-270, TYPE "M" WITH A 28 DAY STRENGTH OF 3,000 PSI UON. 3- LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING, 4- MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 5- THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 6- VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. () B WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACES AS REQUIRED. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS B-1 S-2 5-3 OP BAR SEE NOTE 10 TYP. I MI SEE NOTE BOTT. BAR �'� EC, BAR 10 (TYP.) BOTT. BAR SPACED FROM SUPPORT HOOPS ACE ASFSCHEDUULED HOOPS OR STIRRUPS FACE AS SCHEDULED FACE AS SCHEDULED BOTTOM BARS - TOP BARS - "Er BARS BENDING DIAGRAM FOR CAST IN PLACE CONCRETE BEAMS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 g 5. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY. (E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. 7- HORIZONTAL REINFORCING: PROVIDE STANDARD, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY 2nd BLOCK COURSE (V-4" O.C. VERTICALLY) LAPPED 6", PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 8' EXTENSION INTO AREA OF POUR. 8- CELL FILLING CONCRETE SHALL BE "PEA ROCK" CONCRETE MIX WITH f'c=3,000 PSI MIN, AT 28 DAYS. 9- PROVIDE CORNER BAR AT ALL MASONRY BEAM INTERSECTIONS AND CORNERS, CORNERS BARS SHALL BE SAME SIZE AND QUANTITY AS SCHEDULED BEAM REINFORCING EXTENDING 18" IN BOTH DIRECTIONS. 10-ALL WALLS SHALL BE BRACED UNTIL THE STRUCTURE IS FULLY INSTALLED AND COMPLETED, 11-MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH S.F.B.C. 305.3 12-CONCRETE MASONRY BELOW FINISH FLOOR SHALL HAVE ALL CELLS FULLY GROUTED, FASTENERS AND ALL FASTENERS AND CONNECTORS IN CONTACT WTH PRESSURE TREATED LUMBER SHALL BE CONNECTORS: G185 HOT -DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL. STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL E MERIICAN FABRICATED AND ERECTED ACCORDANCE {��} WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) U U' SPECIFICATION FOR THE DESIGN FABRICATION &ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. STRUCTURAL STEEL TO BE DOMESTIC ORIGIN AND CONFORM TO: ANGLES & PLATES ASTM A36 PIPE ASTM A53, GRADE B TUBES ASTM ABDO, GRADE B ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS OR WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ SPECIFICATIONS. ALL STEEL AT AND BELOW FINISHED GRADE TO BE FIELD PAINTED AND COVERED WITH A MINIMUM OF 2" CONCRETE. CONTRACTOR TO VERIFY STRUCTURAL STEEL FIRE PROOFING WITH ARCHITECTURAL DESING. TESTING ALL TESTING SHALL BE MADE IN ACCORDANCE WITH THE F.B.C. RECOMENDATIONS, GROUTING USED FOR SUPPORT OF BASE PLATES IS NON-SHRINKI GROUT 5000 P.S.I. WELDING ALL WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STEEL' D1.1 - AND AS INDICATED ON THE STRUCTURAL DRAWINGS, WELDING ELECTRODES. WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO BE IN ACCORDANCE WITH 'AWS" SPECIFICATIONS. ANY STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLE REINFORCED. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS. PRECAST CONCRETE LINTELS SHALL BE PROVIDE AT ALL MASONRY OPENINGS AS REQUIRED WHERE NO MASONRY EXISTS FOR LINTEL BEARING, PROVIDE DOWELS FROM COLUMN AND POUR IN PLACE. SHELF ANGLES MAY BE USED IN LIEU OF CAST CONCRETE (4"x 4% 3/8" WITH 2 3/4" DIA. ANCHOR BOLTS). MAXIMUM SLAB OPENINGS THE EQUIVALENT OF STEEL INTERRUPTED BY OPENINGS TO BE ADDED TO SIDE AT MINIMUM SPACING (2" C/C). BARS SHALL EXTEND WITH A MINIMUM LAP OF 4-1/2" TIMES BAR NUMBER BEYOND OPENINGS. ALL LUMBER SHALL BE MINIMUM CONSTRUCTION GRADE (1000 PSI) UNLESS OTHERWISE NOTED ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WTH A RECONIZED WOOD PRESERVATIVE OR PROTECTED BY METAL PLATES OR OTHER APPROVED CONSTRUCTION MATERIAL. WOOD TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR APPROVAL. THESE DRAWINGS SHALL SPECIFY EACH TRUSS AND JACK TO BE SUPPLIED BY THE MANUFACTURER AND ALL TRUSS TO TRUSS CONNECTORS. THE TRUSS CONNECTORS SPECIFIEL SHALL BE SUBMITTED WITH THE TRUSS DRAWINGS FOR APPROVAL AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ANY TRUSS DAMAGED IN DELIVERY OR ERECTION SHALL BE REPAIRED IN ACCORDANCE WITH SIGNED AND SEALED DRAWINGS FROM THE TRUSS DESIGNER. THE TRUSSES SHALL BE LIFTED, PLACED, SECURED AND BRACE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE, UNLESS SPECIFIED OTHERWISE IN WRITING BY THE DESIGNER. FRAMING LUMBER SHALL BE #2 SOUTHERN YELLOW PINE F=1250 PSI UNLESS OTHERWISE NOTED FIREPROOFING SHALL BE IN ACCORDANCE WITH ALL LOCAL BUILDING CODES. PROVIDE CORNER BAR AT ALL BEAM INTERSECTIONS AND CORNERS. CORNERS BARS SHALL BE SAME SIZE AND QUANTITY AS SCHEDULE BEAM REINFORCING EXTENDING 30" BOTH DIRECTIONS. STRUCTURAL DESIGN CRITERIA - THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND OTHER REFERENCED CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT THE TIME OF PERMIT. DESIGN LOADS: SEE PLAN FOR LOADING INFORMATION, END OF WALL U OO t• 7 END OF WALL AT CONC. WALL OR COL O D �O INTERSECTION WALL CORNER l� I�JI �Tfc_�71— — �O:4 BEAM BEARING LNNTEL OVER CMU WALL OPENING TYP. C.M.U. WALL REINF. DETAILS, U.O. NOTED NOT TO SCALE HSS 6X6X3/8 PER PLAN. 12X12X1/2 BOTT PL SET DOWN 2" — 2" RECESS #6 THREADED ROD STUB DOWN- W/ 12" EMBED. INTO END @ CTR (UNDER BUTT PL) CANDLEYER 0.3 S-1 1 S-1 0.3 S-2 S-3 "C" gAR f 'E" BAR (END) TOP BAR TOP BAR CUT FOOTIIJG BACK = FI I15H TL ST[M N'All "I 132' Mnx HHr,HT nDUr I BO�CF FOOTING I J ID LNDEP,PI�\ING FOLNDATDN 6RACKc i 14' 5.150 PnCHOF. - ' SHAF FOUNDATION REPAIR BRACKET FOR SS150 PILES SECTION @RETROFIT PIEE SCALE: NTS (2)2X8 WD TOP PLATES W/ 4" BOLTS @ 24" O.C. STAGGERED USE 3/4" DIA. A325 BOLTS (TYP). HSS 6X6X3/8 PER PLAN. - --- VARIATIONS IN SITE CONDITIONS: ED"""°'ECTDR. RUSSBIA ROBICI(1 s[cNATURe IF ANY VARIATION IN SITE CONDITIONS DIFFERENT FROM THOSE PREDICTED IN THE SOIL INVESTIGATION AND REPORT BY THE SOILS LABORATORY OR ENGINEER ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING FOR FURTHER DIRECTION, A REASONABLE TIME SHALL BE ALLOWED FOR THE ANALYSIS OF THE FIELD CONDITIONS AND DETERMINATION OF ACTION TO TAKE, GENERAL BEAM SCHEDULE NOTES 1. SCNEWLEO HOOPS OR STRRIIPS SHALL BE PLACED AT EACH ENO OF BEAM UNLESS NOTED (THE VASE. STIRRUPS SHALL BE TYPE S-6 A HOOPS SHALL BE TYPE T-2 CRSI BAR BENDS UNLESS NOTED OTHERWISE 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PARS OVER SUPPORTS MM TOP BARS FROM ADJACENT CAMS (UNO). 7. ALL CONCRETE BEANS OTHER MAN THOSE W1M ME PREFIX TB SHALL BE PWREO PRIOR TO RAgNG Of BLOCK BELOW. A. ALL BE BE REINFORCING SHALL BE CONPNUOUS MRU TE BEAMS ONLY. ALL SPOOFS TO BE A MINIMUM OF 30 BAR DIAMETERS. 5. ALL DE BEAM TOP @ BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCNRAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF RE BEAMS AS REWIRED AT WINDOW AND DOOR HEADS (ze' uAxlulJu) AND ADD z /s eorroM IF DROP EXCEEDS e'. 7. PE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (B' MAXIMUM) TO FIT BLOCK WORK. B. ALL ADDED LONGMpNAL BEAN REINFORCING SHALL EXTEND 6* MINIMUM INTO SUPPORT UNLESS NOTED OMERWiSE. B. MARK 'C' IN REINFORCING COLUMN BETWEEN iW'0 BEAMS INDICATES THAT gEINFORGNG SHALL BE CONTINUOUS MRU THESE TWO BEAMS. 10, ONE-CVARTER OF YAYJMIM BOTTOM REINFORCING STEEL AREA OF DMEA ADJACENT BEAM SHALL EXTEND MRJ SUPPORT AND LAP RM A CLASS 'A' 1E1:SIPq LAP SPICE ON OTHER SIDE OF 9JPPORI. (TYP.) SHIM AS REQ'D STL BEAM PER S-1 " SHIM/BUCK @DOORS 19"X6"X2"' PL. TOP & BOTT. (3) y' DIA. A325 BOLTS. CD4,�2 /COLUMNMOMENTDTE USE 3/4" DIA. A325 BOLTS (TYP). 1/4 (TYP.) HSS 6X6X3/8 F -STL BEAM PER S-1 PER PLAN. (2)2X8 WD PLATES W/3/4"BOLTS @24' �- ----- - - - -- - - O.C. STAGGERED i Oo W/ 2X2 OVERSIZE ° no no ° T°h/n WASHERS C 19"X6"X21' STL PL. TOP & BOTT. O_�t� COEUMN MOMENTPLANDTE_ DAT'PJ LC3N6B NUMBPA� AR97277 CTS ojmffm�. Russell Rosicki, Architect ALA, NCARB, DARCH, T FFTI Ap DFSIdN R ARCHITECT'S FT, i 7 P 6260 N US HIG311WAY 1 MELBOURNE FL 32940 278 NEWFORT R DFFT:FfFi.l'] BEACH t"l. 33442 VOICE : 95{-3A-596 NPOn D�IRARCFRtEC13.00M ffi4GDVPE[V SUBMLS40N KEY HSS 6xex3/8 TUBE STEEL MIN 3500 PSI GROUT ALTERATION LEVEL III COL (PAINT W/ RUST INHIBITING PAINT, TYP) HSS 6X6X3/8 TUBE STEEL (TYP-) (4) 3/4" DIA. ASTM F3125 ENCASE TUBE STEEL IN COL (PAINT W/ RUST 10XtOX1/2 STL BASE ANCHOR BOLTS W/ 8" CMU BLK CELL W/ MORTA INHIBITING PAINT, TYP) Qo EMBEDMENT & HIT-HY zoo —A INJECTED EPDXY (4) 5/8" DIA F1554 2520 AVENUE AU SOLEIL ,I �I MORTAR 3" MIN. COVER 12X12%1/2 STL BASEPL ANCHOR BOLTS W/ a' EMBEDMENT & DELRAY BEACH, FL 33483 j 1.5" HOOKS (TYP) LF 3/8 FF 1/4 TIILB: LEVELING GROUT ' STRUCTURAL GENERAL NOTES 0 II l LEVELING cRouT 3.000 PSI PC FooTER & DETAILS 3" COVER O EXT BOLTS AV ­ NEW PGUR`eD CONCRETE 3000 PSI. HIGH DALE PRO1P.Cf NOM ELEVATED SLOB ON GRADE WITH TURN DOWN EDGE STRENGTH CONC. 4/15/21 2101 SGlE ]DRAWING NO: AS NOTED DRAWN SY' 2 STL COL. BASEPL DTE SCALE: NTS 3 SECTION A @BASEPL 6 TUBE STEEL COL. BASEPL DTE SCALE: NTS SCALE: 3/4"=1'-0" RR R S-2 RRR 17 of 17