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HomeMy WebLinkAboutBUILDING PERMIT - WITH REVISION(S)aim Q O W Nw N 4' # 5 FULL HEIGHT IN GROUTED SOLID MASONRY WAIL (TYP. ) MASTER BEDROOM CLOSET BEDROOM 2 "iwjim • ��1�1uVIA NEW S INK I I W VANITY,SHOWER AND TOILET U W 0 U �ON WEN ■R NEW S INK, VANITY, S HO WER AND TOILET �- u BATH 2 i BEDROOM 3 36'-4 3/16" 4" CONCRETE SLAB BELOW O O (D'Q 6oao 'UT-ll 7'-10 1/2" I. 7'-10 INFILL WITH CONCRETE TO MATCH EXISTING HEIGHT OF LIVING ROOM c A-5 NEW DOUBLE SINK, VANITY, S HO WER, TUB AND TOILET LIVING/ DINING FOYER TRENCH CUT EXISTING CONCRETE AS NEEDED TO LO PROVIDE FOR NEW HOT AND a: COLD WATER LINES AND NEW = SANITARY LINE FOR NEW FULL BATH. CONNECT HOT AND COLD WATER LINES TO EXISTING LINES IN EXISTING BATHROOM. CONNECT NEW SANITARY LINE TO EXISTING 3" MIN SANITARY LINE FROM EXISTING BATH. m N n 0 I� C NEW 8" CMU WALL (D FIXED BREAKFAST NOOK NEW ISLAND, I COUNTER, I I SINK AND I DISHWASHER IL — L-- LINE OF NEW CABINETS ABOVE H W W UTILITY U U KITCHEN MICROWAVE GARAGE NOTE: ALL DIMENSIONS ARE PROPOSED FLOOR PLAN +/-_ FIELD VERIFYALL q"= I' SCALE DIMENSIONS. PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures FL#: 239.7 S.H. Windows SH-5500 PGT Windows Impact 1/4". x 4 min embedment Tap o anchors. At jams provde 1(4 anchors above MR and R45 anchors below M See Sht. A-3 +65/-70 and Doors and provi e (3) anchors at head. FL#:5012.5 Fixed Window PW 5520 PGT Impact 1/4" x 1 3/4" min embedment Tapcons @ 6"/15"O.C. See Sht. A-3 49+/-70 Horizontal 1/4" x 1 3/4" min embedment Tapcons @ Head & Sill FL #: 242.7 Roller HR 5510 PGT Impact 2+C2+2 and Jamb 3 See Sht. A-3 50+/-50 FL#:7640.4 Swing Doors Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment 0 6"/17.2" O.C. See Sht. A-3 +/- 67.0 FL#:7630.10 Swing Doors W/Sidelights Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment 0 2"Min to Masonry See Sht. A-3 +/- 50.0 Edge and 4" Min. to Adjacent Anchor Impact Resistant (4) 1/4"tapcons (2" min embed) at each clip FL#: 261.1 Mullion AluminumTube PGT Impact top and bottom N I REF i I TRENCH CUT EXISTING CONCRETE TO PROVIDE FOR NEW HOT AND COLD WATER , �— LINES AND NEW SANITARY IL LINE FOR RELOCATED (NEW) 0 vi oO i— SINK MN M_n. go Q NEW COUNTERTOP — AND CABINETS BELOW 01 al �I 108 �U a Scope of Work Single level CBS single family residence Buildina Code 2017 Florida Building Code: Residential 2014 National Electric Code Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity. 2000 p.s.f. NOTE: FIELD VERIFY ALL MASONRY OPENINGS AND WINDOW/DOOR SIZES PRIOR TO ORDERING MATERIALS NOTE: PRECAST LINTELS SHALL CONFORM TO CAST CRETE RECCOMENDATIONS & SPECIFICATIONS WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS SH25A 37 3/4" x Archedn9 Impact SH25 37 3/4" x 63" Singlehung Impact H35 27 1/4" x 63" Singlehung Impact H34 50-5/8"x53-7/8" Singlehung Impact SH33 38-3/8"x53-7/8" Singlehung Impact 3680 Fixed 97" x 43" Fixed Glass Impact Fixed 50-5/8"x 24" Match Existing Fixed Glass Impact Eliptical Temp. Glass 9663 Fixed 97" x 64" Fixed Glass Impact SH24 50-5/8"x37-3/4" Singlehung Imct Temp Glass HR6051 60"x50" o� izontal Impact Fixed 50-5/8" x 19" Match Existing Fixed Glass Impact Eliptical All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE O Exterior Doors Interior Doors Size Type iO 6068 FG Smooth Finish Single Pane w DB Exterior Double Door w Sidelights & Transom O BOaO FG Smooth Finish Single Pane w DS Exterior Double Door ® 2888 solid core 20min. etsiclnv Weatisrpn a�gb//shold Q 2468 Masonite style H.G. Pocket © 2668 Masonite style H.C. Pocket Masonite style H.C. Bifold ❑7 3068 © 2668 Masonite style H.C. es Masonite style H.C. Bifold Fq 2668 S HEET KEYNOTES: #� O NEW WINDOW IN EXISTING OPENING. 8" x 8" thick edge with (1) #5 rebar cant. 2O NEW WINDOW IN NEW OPENING. SEE DETAIL 1 ON SHEET A-5. 8" 3O NEW INTERIOR WALL (NON -LOAD BEARING). 8" Q NEW DOOR IN EXISTING OPENING WIDTH. LANDING THICKENED EDGE SQ NEW INTERIOR DOOR. 0 NEW WINDOW IN NEW OPENING. PROVIDE 8F16-1T/1B PRECAST CONCRETE LINTEL WITH 6" MINIMUM BEARING. O NEW DOOR IN NEW OPENING. PROVIDE SF16-1B/ITPRECAS'I LINTEL WITH 6" MIINIMUM BEARING. ® NEW 2 X STUD INFILL FRAMING SPACED @ V-4" O.C. WITH 1/2" GYP. BOARD EACH SIDE. EX. ROOF SYSTEM EX. PREENGINEERED SIMPSON HM9KT W/(4) ROOF TRUSS SIDS 1 /4"x1-1 /2" TO TRUSS & (5) 1/4"X 2-1/4" TITEN Z TO MASONRY zz-- EX. INSULATION \-EX. CEILING FINISH PATCH AS REQUIRED FIRE TOP (1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT 8 CMU WITH #5 VERT. IN GROUT FILLED CELLS STUCCO FINISH TO MATCH EXISTING HOME 1 x 2 P.T. FURRING 24"o.c. R4.1 FOIL INSULATION 1-2v 'ISIO N 1 /2 GYP. D.W. Kt 1 x4P.T. FIRESTOP N S TERIDR P' .W eATCHGMDWT Door with F IVINQe6{lPMtrlp In and Threshold 10 �3 X Lly IOR ' -0' 8'-0' rYPanel Fiberglass a ffiVSS Do Not Shutter a4 GRADE #5 VERT. DOWEL: -- EPDXIED 8" INTO EXISTING CONCRETE FOOTING S EXISTING CONCRETE FOOTING FILE COPY ECTION A OIOR06-05W T Y SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE CO��TY BOCC Wes' SGANN ,46UMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MAS KOL FL PE # 66080 JI IMAS////i * ; No:'66080 A "3TAT OF %I.�U ii��`Cc •,, C ORI�P "G\�\�� S/aNAi 1laa\\\\\ z z z o w o � 0 U U U z 2 w � q Q z z Q Q ro o 0 N N q 2 o .- m o 0 z 0 .. N w x F� U >n �wU I� W p.., r1:21 v1 � 00 DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 A=2 SUMMIT DESIGN & FORENSICS, INC. ONLY NEW ELECTRICAL WORK SHOWN. ALL OTHER AREAS ARE EXISTING TO REMAIN. ELECTRICAL PLAN a"— F SCALE ELECTRICAL LEGEND Cr CAN UGHT FD"E SNITCH FXTWF THREE WAY SWATCH O-1 IDGEAIGH LIGHT WALL FIXTURE Wr^ ' WALL FIXRIRE EX IOR UQHT WALL FIXTURE ZI EXHAUST FAN OUTLET rl VAPOR PROOF SURFACE MOUNTED LIGHT ENN EXHAUST FAN OUTLET C4P ® JUNCTION BOX $ DUPLEX OUTLET .0 220 V OUTLET GROUND FAULT INTERRUPTER NOTE: RECEPTACLES IN KITCHEN h SATH AREAS TO BE 4e' A.F.F. ALL 120V SINGLE PHASE 15 i 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Load Calculations 2467 Living S.F. at 3 VA 7401 VA Two 20 Amp Appliance Ckts. 3000 VA Laundry 1500 VA Dishwasher 1200 VA Built—in Oven 5000 VA Cook Top 9600 VA Water Heater 4500 VA Ref. Circuit 1300 VA Future Pool Heater 12000 VA Future Pool Pump 1500 VA Garage Door Opener 900 VA Disposal 600 VA Ceiling Fans 1500 VA Total 55,001 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 18,000 VA Total 28,000 VA AC Heat at 100% 17.500 VA Total 45.500 VA 45,500 VA / 240 V = 190 Amps 200 Amp Existing Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified r\ 'Iv.t.r. 1_1/z• / �4 /ICI II'N,IL( 4N� Plumbing Riser Diagram n.t.s. Plumbing contractor to provide a water hammer & shut off valve at Insulate all hot water lines. FILE Ca P REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC REVISION 725 SE PORTS AINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MAS KOL FL PE # 66080 JI I s Mg.O * ; No. 6606 %� jO*F'," 0RIO� ?��� 9S �0 ... 1 ��G\��� z z 0 o u a E~ w Q H w q z z ro H ¢ N (a o m n 0 z 0 � N w a /� �4 O U U W N >; �WU V� W 1�^ V I P� DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 ,,\,h, SUMMIT DESIGN & FORENSICS, INC. C I 13 C I I ----- I I I I I L----------- L----------- 15 O 22 Q 22 O 14 26 PLANTER I I DEMO PLAN = -= TO BE REMOVED "_ ---------------� a — 1 SCALE SHEET KEYNOTES: #O O REMOVE EXISTING SINK, SHOWER, TOILET AND VANITY. O REMOVE WALLS MARKED WITH DASHED LINES. Q REMOVE EXISTING BATHROOM DOOR O REMOVE EXISTING CLOSET DOORS O REMOVE EXISTING SLIDING GLASS DOORS. O REMOVE EXTERIOR SLIDING G SS DOORS. I 7O REMOVE EXISTIN NON -LOAD FARING COLUMNS. CONCRETE BEAM ABOVE TO R 8O REMOVE EXISTING ISLAND COUNTERTOP & CABINETS. 9O REMOVE EXISTING KITCHEN APPLIANCES_ 10 REMOVE EXISTING SINK. CDREMOVE EXISTING KITCHEN CABINETS. Q REMOVE EXISTING COUNTER. Q REMOVE EXISTING WINDOW. Q4 REMOVE EXISTING TRIPLE WINDOW. I5 REMOVE EXISTING WINDOWS IN MASTER BEDROOM AND BLOCK BELOW. O REMOVE EXISTING SHOWER. Q7 REMOVE EXISTING SPA TUB. 18 REMOVE EXISTING DOUBLE SINK AND VANITY. Q9 REMOVE EXISTING CORNER DOOR AND WALLS FOR PLACEMENT OF NEW POCKET DOOR. QO REMOVE AND REPLACE EXISTING TOILET. Q1 REMOVE EXISTING FULL HEIGHT NON LOAD BEARING WALL,, Q REMOVE EXISTING COLUMN AND WRAP. 23 REMOVE EXISTING BEAM TO UNDERSIDE OF ROOF TRUSSES. Q4 REMOVE EXISTING MASONRY WALL AT NEW WINDOW OPENINGS. Q REMOVE EXISTING DOOR, TRANSOM AND SIDE LITES. Q REMOVE EXISTING PLANTER NOTE: PRIOR TO REMOVAL OF LOAD BEARING ELEMENTS. SHORE EXISTING STRUCTURE. SHORING DESIGN BY OTHERS. JUL 01 2019 ST. Lucie County, Permitting File Copy RE E�WED OR �� CODE COMPLIANCE ST. LUCIE COUNTY BOCC Q -, 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MAS KOL FL PE # 66080 H z 0 a° ° U F w Q H w Q z 9 ro H� p � 0 z 0 5 .. w a Z OU I --I �U� I4 FBI �^ WU Z W^^Za F� W� DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 A-1 ,,s SUMMIT DESIGN & FORENSICS, INC. C 3 r Q r 2 PLANTER IL-----------------------J I L--------------------------- J DEMO PLAN = -= TO BE REMOVED "'=1' SCALE SHEET KEYNOTES: 10 REMOVE EXISTING SINK, SHOWER, TOILET AND VANITY. O2 REMOVE WALLS MARKED WITH DASHED LINES. O3 REMOVE EXISTING BATHROOM DOOR ® REMOVE EXISTING CLOSET DOORS OS REMOVE EXISTING SLIDING GLASS DOORS. © REMOVE EXTERIOR SLIDING GLASS DOORS. O7 REMOVE EXISTING LOAD BEARING COLUMNS. CONCRETE BEAM ABOVE TO REMAIN. ® REMOVE EXISTING ISLAND COUNTERTOP & CABINETS. 9O REMOVE EXISTING KITCHEN APPLIANCES. 10 REMOVE EXISTING SINK. 11 REMOVE EXISTING KITCHEN CABINETS. 12 REMOVE EXISTING COUNTER. 13 REMOVE EXISTING WINDOW. ® REMOVE EXISTING TRIPLE WINDOW. 1� REMOVE EXISTING WINDOWS IN MASTER BEDROOM AND BLOCK BELOW. 16 REMOVE EXISTING SHOWER. 17 REMOVE EXISTING SPA TUB. 18 REMOVE EXISTING DOUBLE SINK AND VANITY. 19 REMOVE EXISTING CORNER DOOR AND WALLS FOR PLACEMENT OF NEW POCKET DOOR. 20 REMOVE AND REPLACE EXISTING TOILET. 21 REMOVE EXISTING FULL HEIGHT NON LOAD BEARING WALL.. 22 REMOVE EXISTING COLUMN AND WRAP. 23 REMOVE EXISTING BEAM TO UNDERSIDE OF ROOF TRUSSES. ® REMOVE EXISTING MASONRY WALL AT NEW WINDOW OPENINGS. © REMOVE EXISTING DOOR, TRANSOM AND SIDE LITES. ® REMOVE EXISTING PLANTER NOTE: PRIOR TO REMOVAL OF LOAD BEARING ELEMENTS. SHORE EXISTING STRUCTURE. SHORING DESIGN BY OTHERS. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 ��\\\u I I ur///M. 6 *� Q' STATE OF 414 LOR\OP#,o SIONA ;\������ z 0 a u U Lu w 0 w 0 z 0 w oa z u-' OU F--1 >�J O LL zm W Q . W -IWU H Q�� W3:CL (0z 00 W �T-4 DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 0 0 LON aN MEL� V) N K w NEW SINK, 41 VANITY,SHOWER AND TOILET U NEW SANDS ET PAVER PATIO T-10 6080 1L i 7'-10 A A-2 3 FIXED NEW 8" CMU WALL O gXED # 5 FULL HEIGHT IN GROUTED SOLID BREAKFAST NOOK MASONRY WALL 0 INFILL WITH CONCRETE'ro O (TYP,) MATCH EXISTING HEIGHT OF e o LIVING ROOM I B LINE OF NEW w A- 5 CABINETS MASTER BEDROOM ABOVE 2' 19'-5„ 2'L I 1 I O 1 C C 3' 1 REF A- I A-5 I I • CLOSET LIVING/DINING a o j D.W. o 00 000 II I o I 4' O o i i Ce7 i KITCHEN W I c� Z I I NEW ISLAND, I I I MASTER BATH NI W DOUBLE SINK. VANITY,SHOWER, COUNTER, � II I I TUB AND TOILET SINK AND 5-6 /2" DISHWASHER II c ❑5 O • MICROWAVE 3 m a a LAUNDRY W W W 12'-11 1/4" FOYER � UTILITY u � UEI) 4 I:1:YIIMI[d ROOM 2 IO2 BATH 2 1 r6 `" Ls I NEW SINK, VANITY, S HOWER AND TOILET BEDROOM 3 0 CJ TRENCH CUT EXISTING CONCRETE AS NEEDED TO PROVIDE FOR NEW HOT AND COLD WATER LINES AND NEW SANITARY LINE FOR NEW FULL � 4 J BATH. CONNECT HOT AND COLD WATER LINES TO EXISTING LINES IN EXISTING BATHROOM. CONNECT NEW SANITARY LINE TO EXISTING 3 " MIN SANITARY LINE FROM EXISTING BATH. m I N (D �Ld =W GARAGE PROPOSED FLOOR PLAN NOTE: ALL DIMENSIONS ARE +/-. FIELD VERIFY ALI. q"= 1' SCALE DIMENSIONS. in Ln N PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Type Design Pressures Design Pressures Number PGT Windows 1/4-. x 4 min embedment Tap o anchors. At jampi 1(4 MR �4� below M FL#: 239.7 S.H. Windows SH-5500 Impact provde an hors above and anchors head. See Sht. A-3 +65/-70 and Doors and provi a (3� anchors at 1 FL#:5012.5 Fixed Window PW 5520 PGT Impact 1/4" x 1 3/4" min embedment Tapcons @ 6"/15"O.C. See Sht. A-3 4 +/-70 FL# 242.7 Horizontal HR 5510 PGT Impact 1/4" x 1 3/4" min embedment Tapcons CAD Head & Sill 2+C2+2 and Jamb 3 See Sht. A-3 50+ 50 / Roller FL#:7640.4 Swing Doors Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment 0 6"/17.2" O.C. See Sht. A-3 +/- 67.0 FL#:7630.10 Swing Doors Fiberclassic Therma Tru Impact 1/4" x 1 1/4" min embedment 0 2"Min to Masonry See Sht. A-3 +/- 50.0 W/Sidelights Edge and 4" Min. to Adjacent Anchor Impact Resistant (4) 1/4"tapcons (2" min embed) at each clip FL#: 261.1 Mullion Aluminum Tube Mullions PGT Impact I top and bottom TRENCH CUT EXISTING CONCRETE TO PROVIDE FOR NEW HOT AND COLD WATER LINES AND NEW SANITARY LINE FOR RELOCATED (NEW) SINK NEW COUNTERTOP AND CABINETS BELOW M, 08 a Scope of Work Single level CBS single family residence Buildina Code 2017 Florida Building Code: Residential 2014 National Electric Code Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. NOTE: FIELD VERIFY ALL MAS ONRY OPENINGS AND WINDOW/DOOR S IZES PRIOR TO - ORDERING MATERIALS NOTE: PRECAST LINTELS SHALL CONFORM TO CAST CRETE RECCOMENDATIONS & SPECIFICATIONS WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS SH25A 37 3/4" x A rhedng Impact SH25 37 3/4" x 63" Singlehung Impact H35 27 1/4" x 63" Singlehung Impact H34 50-5/8"x53-7/8" Singlehung Impact SH33 38-3/8"x53-7/8" Singlehung Impact 3680 Fixed 97" x 43" Fixed Glass Impact Fixed 50-5/8"x 24" Match Existing Fixed Glass Impact Ellptical Temp. Glass 9663 Fixed 97" x 64" Fixed Glass Impact SH24 50-5/8"07-3/4" Singlehung Im Temp Glass HR6051 60"x50" Rollieontal Impact Fixed 50-5/8"x 19" Match Existing Fixed Glass Impact Eliptical All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE 0 Exterior Doors 0 Interior Doors Size Type O1 6068 FG Smooth Finish Singe Pane w D8 Exterior Double Door w/ Sidelights & Transom 30 6080 FG smooth Finish Single Pane w D8 Exterior Double Door Osolid 4 2868 core 20, min.// Weatte,siippin olane'gfh�4hold 0 2468 Masonite style H.C. Pocket ® 1 2668 Masonite style H.C. Pocket iMasonite style N.C. Mold Masonite style N.C. Masonite style H.C. ❑7 3068 ® 2668 �9 1568 SHEET KEYNOTES: 0 0 NEW WINDOW IN EXISTING OPENING. 8" x 8" thick edge with (1) #5 rebar Cont. O NEW WINDOW IN NEW OPENING. SEE DETAIL 1 ON SHEET A-5. 4�8" O NEW INTERIOR WALL (NON -LOAD BEARING). 8" 0 NEW DOOR IN EXISTING OPENING WIDTH. LANDING THICKENED EDGE O NEW INTERIOR DOOR. © NEW WINDOW IN NEW OPENING. PROVIDE 8F16-1T/IB PRECAST CONCRETE LINTEL WITH 6" MINIMUM BEARING. O NEW DOOR IN NEW OPENING. PROVIDE 8F16-1B/1T PRECAST LINTEL WITH 6" MINIMUM BEARING. n NEW 2 X STUD INFILL FRAMING SPACED @ Y-4" O.C. WITH EX. ROOF SYSTEM EX. PREENGINEERED SIMPSON HM9KT W/(4) ROOF TRUSS SDS 1 /4" x1-1 /2" TO TRUSS & (5) 1/4 X 2-1/4" TITEN Z TO MASONRY EX. INSULATION \-EX. CEILING FINISH -1 x 4 P.T, PATCH AS REQUIRED FIRESTOP (1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT �8 CMU WITH #5 VERT. IN GROUT FILLED CELLS STUCCO FINISH TO MATCH EXISTING HOME 1 x 2 P.T. FURRING 24"o.c. R4.1 FOIL INSULATION 1/2" GYP. D.W. 1 x4P.T. FIRESTOP SIx TERIOR 2' 'TQ ATCOG Id DQ4T Door w I th ( IVIN4leROPMtrlpping and Threshold Pan�QIn I Fiberglass 131 IOR -0' 8' -O' MOP5 00 n_ u..+ GRADE " #5 VERT. DOWEL EPDXIED 8" INTO EXISTING CONCRETE FOOTING EXISTING CONCRETE FOOLING SECTION A "= 1' SCALE REVIEWED FOR CODE (;OM 'LIAt4CE Ski" LUCIE COUNT ° occ ,46UMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MAS KOL FL PE # 66080 GEN EN 80 O: �TE-bF/ %4 �'V ORIOP.'GN�4�� &ZO ... c��t,\\�� a/qf, II I11' H Z_ z O 0 U F Q w A Z z �w Ho d � Q 0 z 0 w .. cG DATE DESIGNED GMW 12-07-18. DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 A=2 r� 0 NEW SINK, VANITY,SHOWER AND TOILET O 0 W O J U [YiZY; #5 FULL HEIGHT IN GROUTED SOLID MASONRY WALL (TYP. ) i r MASTER BEDROOM CLOSET 4 (D --ff) MASTER BATH 5'-6 0 +FPE :b g9NWAM' no �1Ci,�I. ���� L v 181 NEW SINK, VANITY,SHOWER AND TOILET BEDROOM 3 e NEW SANDSET PAVER PATIO JjJ O 70 ' 3 6080 it —101/2" 1, 7'-10 INFILL WITH CONCRETE TO MATCH EXISTING HEIGHT OF LIVING ROOM NEW DOUBLE SINK, VANITY,SHOWER, TUB AND TOILET LIVING/DINING FOYER O TRENCH CUT EXISTING CONCRETE AS NEEDED TO a PROVIDE FOR NEW HOT AND COLD WATER LINES AND NEW = SANITARY LINE FOR NEW FULL � (D BATH. CONNECT HOT AND COLD WATER LINES TO EXISTING LINES IN EXISTING BATHROOM. CONNECT NEW SANITARY LINE TO EXISTING 3" MIN SANITARY LINE FROM EXISTING BATH. m I N O N koUj =w A A-2 F XES O 0 NEW 8" CMU WALL BREAKFAST NOOK B LINE OF NEW A 5 CABINETS ABOVE 2' NEW ISLAND, - COUNTER, SINK AND DISHWASHER VIM PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures FL#: 239.7 S.H. Windows SH-5500 PGT Windows Impact 1/4". x 4 min embedment Tap o anchors. At jambs and ide and (40� anchors below MR (3ghors above See Sht. A-3 +65/-70 and Doors e ors atMR FL#:5012.5 Fixed Window PW 5520 PGT Impact 1/4" x 1 3/4" min embedment Tapcons @ 6"/15"O.C• See Sht. A-3 49+/-130 FL : 242.7 # Horizontal Roller HR 5510 PGT Impact 1/4" x 1 3/4" min embedment Tapcons @ Head & Sill 2+C2+2 and Jamb 3 See Sht. A-3 50+/-50 FL#:7640.4 Swing Doors Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment @ 6"/17.2" O.C. See Sht. A-3 +/- 67.0 FL :7630.10 # Swing Doors W Si ell hts / Fiberclassic Thermo Tru Impact P 1/4" x 1 1/4" min embedment @ 2"Min to Masonry See Sht. A-3 + - 50.0 / g Edge and 4 Min. to Adjacent Anchor Impact Resistant (4) 1/4"tapcons (2" min embed) at each clip FLIP. 261.1 Mullion Aluminum Tube PGT Impact top and bottom N u) N 0 I I l REF I I TRENCH CUT EXISTING CONCRETE TO PROVIDE FOR l NEW HOT AND COLD WATER , �- LINES AND NEW SANITARY a O LINE FOR RELOCATED (NEW) n OO MN SINK o OQ LO x3 K, a NEW COUNTERTOP - AND CABINETS I I KITCHEN I BELOW I G I wl II I zl II I �I II I II I I� I IL I MICROWAVE 0 M GARAGE N NOTE: ALL DIMENSIONS ARE S E D FLOOR PLAN +/ FIELD VERIFY ALL q"=1' SCALE DIMENSIONS. Scope of Work Single level CBS single family residence Building Code �. 2017 Florida Building Code: Residential` 2014 National Electric Code `. w Design Loads Roof Live Load: 20.0 p.S.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. �f 60 NOTE: 4a. FIELD VERIFY ALL MASONRY OPENINGS AND WINDOW/DOOR SIZES PRIOR TO ORDERING MATERIALS NOTE: PRECAST LINTELS SHALL CONFORM TO CAST CRETE RECCOMENDATIONS & SPECIFICATIONS WINDOW SCHEDULE MARK M.D. SIZE TYPE I SH25A 37 3/4" x Achedn9 II SH25 37 3/4" x 63" Singlehung If H35 27 1/4" x 63" Singlehung If H34 50-5/8"x53-7/8" Singlehung If SH33 38-3/8"x53-7/8" Singlehung If 3680 Fixed 97" x 43" Fixed Glass h Fixed 50-5/8"x 24" Match Existing Fixed Glass Iml Ten 9663 Fixed 97" x 64" Fixed Glass It SH24 50-5/8"x37-3/4" Singlehung Tel HR6051 60"x50" Horizontal Roller l Fixed 50-5/8"x 19" Match Existing Fixed Glass IMF All windows to have white frames, colonial grilles (see el Clear, Low E DOOR SCHEDULE OExterior Doors [:]interior Doors Size Type O 6068 FG Smooth Finish Single Pone w DB Exterior Double Door w/ Sidelights & Transom O 6080 FG Smooth Finish Single Pane w DB Exterior Double Door O4 2868 solid core 201(�min. / WeatFie�atdippingalanq gfhrbshold 2468 Masonite style H.C. Pocket © 2668 Masonite style H.C. Pocket 3068 Masonite style H,C, Bifold 2668 Masonite style H.C. 0 1566 Masonite style H.C. NOTES: Ol NEW WINDOW IN EXISTING OPENING. 8" x 8" thick edge with (1) #5 rebar cont. Q NEW WINDOW IN NEW OPENING. SEE DETAIL 1 ON SHEET A-5. 4 g" 3Q NEW INTERIOR WALL (NON -LOAD BEARING). 8" ® NEW DOOR IN EXISTING OPENING WIDTH. LANDING THICKENED EDGE O5 NEW INTERIOR DOOR. © NEW WINDOW IN NEW OPENING. PROVIDE 8F16-1T/1B PRECAST CONCRETE LINTEL WITH 6" MINIMUM BEARING. © NEW DOOR IN NEW OPENING. PROVIDE 8F16-1B/1T PRECAS LINTEL WITH 6" MINIMUM BEARING. ® NEW 2 X STUD INFILL FRAMING SPACED @ V-4" O.C. WITH 1/2" GYP, BOARD EACH SIDE. O NEW CHANNEL FRAMING. SEE SECTIONS B & C. SIMPSON HM9KT W/(4) SDS 1 /4"x1-1 /2" TO TRUSS & (5) 1/4"X 2-1/4" TITEN Z TO MASONRY EX. ROOF SYSTEM EX. PREENGINEERED ROOF TRUSS EX. INSULATION \ `EX. CEILING FINISH `1 x 4 P.T. PATCH AS REQUIRED FIRESTOP (1) COURSE BEAM BLOCK WITH (1) #5 RFRGR GNn rii I r7n SECTION A_ 4"=1' SCALE ..��SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 PN3 -IMgs/////�% x�OEN 80 ST OF ; �klZZ \� A``\\� z 0 U U W Lu 0 z 0 V) Cr � Uj J O U U 0 LL Q UJI W UJ U 11 —I ( n _ " LU a- ® Z �F�-1 V / M LLI Lid LL T„ I DATE DESIGNED GMw 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 ..��SUMMIT DESIGN & FORENSICS, INC. REAR ELEVATION "'=1' SCALE LEFT ELEVATION a"=1' SCALE RIGHT ELEVATION If =1' SCALE Wind Zones — Walls FRONT ELEVATION 4"=1' SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC WIND DESIGN PRESSURES END ZONE WIND SPEED TRIB. AREA ZONES - PSF 1 2 3 4 5 4 FT. 160 MPH <10 S.F. _ _ +33.5 -36.3 +33.5 -44.8 20 S.F. _ - +31.9 -34.8 +31.9 -41.8 50 S.F. _ _ +29.9 -32.7 +29.9 -37.8 100 S.F. - _ +28.5 -31.3 +28,5 -34.8 500 S.F. +24.9 -27.7 +24.9 -27.7 ALLOWABLE PRESSURES ARE FOR NEW WINDOWS AND DOORS. WALL ZONES: 4 AND 5 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN 1. MASKOL FL PE #66080 i EN 80 STAT�%F %�[W IORIOP•' S/ONAI- ��G�\\\ 0///I l li l l00 z 0 a K U Lu Lu 0 H a 0 z 0 m W z uj OU Q U OQIJ zm w ry w JwU <�� w�CL oz U) 00 00 w OC � z O F- Q w J w DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 Am31 ,�I& SUMMIT DESIGN & FORENSICS, INC. 3/8" continuous bead o° caulk (back bedding) bel buck to prevent liquid p set flange in continuous bead of caulk across the entire face of buck stucco perimeter Typ. i.._.... ....._-.. jamb or sliding glass door jamb NOTE: Method of attachment and waterproofing procedures are the some at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction CBS Slab area to be New slab finished to sawcut — see plan match existing slab for floor locations elevation/finish Existing concrete New 4" 3000 psi slab vapor slab w/ 6 mil. vapor barrier —A—� � • � _ —lam c `Compacted Fill drywall Hot & cold water lines concrete te slab c existing Insulated con New sanitary sewer pipe to match elevation & grade for tie—in to TRENCHING D E TA I Lexlsting sewer line SCALE: NTS struct, shim manufacturers product approvals Note: Fasten bucks with (2)-1/4" Topcons spaced at 8" o.c. (1-1/4" minimum embedment) Typical Window Jamb Detail at CBS Wal Includes Buck Attachment Method DESIGNED TO MEET THE REQUIREMENTS OF FBC 2017 SECTION R703.4 FLASHING" Alum. window frame 3/8" continuous bead of — caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish a a min. Gunable sealants shall comply with ASTM C 920 Class 25 grade or a greater for proper joint expansion and contraction precast cone. sill corrosive resistant Topcon concrete srews installed as specified in window manufacturers product approval window sill Typical Precast Conc. Sill Detail SCALE: NTS "ng pre —manufactured trusses ) min. -ywall ceiling galvanized metal track or top plate rywall both sides metal studs or 2x4 wood s spaced ® 24" o.c. ;board (typ.) galvanized track or 2x4 d p.t. bottom plate T thick concrete stab (2500 psi) with fiber mesh over vapor barrier over clean compacted termite treated soil Typ Interior Non Load Bearing Wall Section SCALE: NTS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 1130010 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE #66080 z O U a) w 0 w 0 z 0 IM^ v1 CK oC Z LU ® U Q LU 0 LL_ zm W UJ F--i JLUUU QC �G F- U) J W M ® Z v 1 00 ,W/ L.f i L.. T--i J H 0 DATE DESIGNED GMW 12 07-18 DRAWN GMW 12-0718 CHECKED JOB NO. 2018-273 A111111111111114 VRI as Required. id at Reinforcing. # 5 Dowel x 1'-6” Epoxie 6" into Existing Concrete Slab Spa. @ 2'-0" o.c. Fx9stinn Cnnrrete chi C FCTTON R 1"=1' SCALE Existing Concrete Slab GENERAL NOTES: GENERAL: THIS RENOVATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL ALONG WITH AMENDMENTS. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. LOADINGS: ROOF LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 25 PSF VAN Mk OM07061 ULTIMATE, WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: +/-0.18 STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO AISC, LATEST EDITION. ALL S TEEL S HALL BE S HOP PRIMED. REid1EVNE[5 FOR CHANNELS: ASTMA36 (FY= 36 KSI) CODE COMPLIANCE RODS: ASTMA36 (FY= 36 KSI) C „46UMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MAS KOL FL PE # 66080 J;.MAg,��/��i EN 80 ATE OF 41 ZZ Z z z 0 a° u U z z w Q H w p c� z a a w H o ri q a o z z a DATE DESIGNED GMW 12-07-18 DRAWN GINM 12-07-18 CHECKED JOB NO. 20 t 8-273 A=5 ;oncrete AU as Required. d at Reinforcing. New C12x20.7 Each Side Blocking Typ Rods Spaced @ V-0" O.C. W/Nuts. Fill Drill Hole With Hilti Hit-HY 200-R Epoxy. 2 x P.T. — Blocking a Existing Insulation Existing Pre Engineered Wood Truss Se Existing Ceiling Finish G 7'1rS tip, n� ®4P New 1/2" Gyp Board Wrap Existing Concrete Beam Existing Wall. Verify Grouted Solid Masonry or Concrete Column for a 1'-4" width full height. Grout D Masonry Solid Full Height for V-4" Width if Required. N f 12 �� 4 ®�� w i Gam 0 IN o an Vol ................. D ..... ....... E 12x20.7 E4 ide Rods W/Nuts. Fill drill hole with Hilti Hit -Hy "o 200-R epoxy. VIEW C. 1"=1' SCALE` Existing Concrgfe Beam a �Cf r200ho 7 .................... /Nuts. Fill drill ith Hilti Hit -Hy 4epoxy, 100 o 12x20.7 Each Side VIEW D-p: alam' #S Dowel x 1'-6" Epoxied 1"=]/SCALE 6" into Existing Concrete a _ Slab Spa. @ 2'-0" o.c. ° a a m a N'w Concrete Infill a. °. ° ° °' �° . n Existing Concrete Slab 8 e a' ° °. Existing I / d >d. s ~ <d y 1.. • d ., AV' u ,, d . e' NEW C12X20.7 EACH SIDE PARTIAL ROOF FRAMING PLAN z"=1' SCALE EXISTING CONCRETE BEAM . Existing Concrete Slab GENERAL NOTES: SECTION B 1"=1' SCALE GENERAL: THIS RENOVATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL ALONG WITH AMENDMENTS. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. LOADINGS: ROOF LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 25 PSF WIND LOADS: ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: +/-0.18 See,,, - STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO AISC, LATEST EDITION. ALL STEEL SHALL BE SHOP PRIMED.�u' CHANNELS: ASTM A36 (FY = 36 KSI) RODS: ASTM A36 (FY = 36 KSI) \ ..��SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 41 \\ �� ----NS o.66 =— OF 4 �� OWVO ' / �O - ����\\\ �17D1I 1111��� z O a U V w w 0 z O w C2 zJ OU Q U OQLL zm w w H wU I-�-1 w�CL ,,o z VI w 00 VI J z �a- C� w G 0 go wz U. Q O (n OC p J ~ Q ~ U LU U) Q a z q J CL DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 ..��SUMMIT DESIGN & FORENSICS, INC. NOTE:. ONLY NEW ELECTRICAL WORK SHOWN. ALL OTHER AREAS ARE EXISTING TO REMAIN. ELECTRICAL PLAN 4"=1' SCALE ELECTRICAL LEGEND ®LF CAN LIGHT FlXNRE $ SWITCH EXTWF If THREE WAY SWITCH & EXTERIOR LIGHT WALL FIXTURE W, WF(D WALL FIXTURE 4 EXTERIOR LIGHT WALL FIXTURE 6® 1 EXHAUST FAN OUTLET C� VAPOR PROOF SURFACE MOUNTED LJGHT EXHAUST FAN OUTLET `gyp © JUNCTION BOX $ DUPLEX OUTLET .0 220 V OUTLET :dFI GROUND FAULT INTERRUPTER NOTE: RECEPTAOLES IN KITCHEN & BATH AREAS TO BE 48" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPnCALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Load Calculations 2467 Living S.F. at 3 VA 7401 VA Two 20 Amp Appliance Ckts. 3000 VA Laundry 1500 VA Dryer 5000 VA Dishwasher 1200 VA Built-in Oven 5000 VA Cook Top 9600 VA Water 1­14 4500 VA Ref: Circuit 1300 VA Future Pool Heater 12000 VA u-� Future Pool Pump 1500 VA Garage Door Opener 900 VA Disposal 600 VA Ceiling Fans 1500 VA Total 55,001 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 18,000 VA Total 28,000 VA AC Heat at 100% 17,500 VA Total 45,500 VA 45,500 VA / 240 V = 190 Amps 200 Amp Existing Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified tr. I I� \ �2" Auto/> Vent C.O. sry / / wehr 9NN / 2. 1-1/2" a• I r\\ am ew1 '—'/2- W. 3• Y 4. Shwr I 2-1/2" I +' I\ 4" 2" un 2-1/2. +iv t.r. 7/ SINK to sewer shw 1—i/2° system "rl'-'/2' I 3 Plumbing Riser Diagram REVIEWED FOR n.t:s. CODE COMPLIANCE 3* 3" Plumbing contractor to provide a ST. LUCIE COUNTY water hammer & shut off valve at BO`.�+ Insulate all hot water lines. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 PNaE� FS/�! No. 08 sT F Qj "GN?\\\� /1111 I00 z 0 a J V w 0 w Q 0 z O zJ OU Q~ U 0 U zm w� , Qw w j ��� w3:CL oz VUj ) ,���//..u��lllv�//A���\��J ,--i DATE DESIGNED GMW 12-07-18 DRAWN GMW 12-07-18 CHECKED JOB NO. 2018-273 EeSnol