Loading...
HomeMy WebLinkAboutSime CD_permit set_ 5-29-19 R1_ signed 1-7-21GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-1 title/schedules 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 title/schedules general notes foundation plan filled cell plan framing plan floor plan section elevs elect plan plumbing plan site plan 1st level‐ conditioned living 1,131 sf 1st level‐ conditioned volume 11,310 cf 1st level‐ garage 578 sf 1st level‐ covered entry 133 sf 1st level‐ rear porch 280 sf 2nd level‐ conditioned living 1,756 sf 2nd level‐ conditioned volume 17,560 cf 2nd level‐ stair 79 sf 2nd level‐ balcony 1 87 sf 2nd level‐ balcony 2 200 sf 3rd level‐ conditioned living 1,878 sf 3rd level‐ conditioned volume 18,780 cf 3rd level‐ stair 64 sf 3rd level‐ balcony 3 48 sf 3rd level‐ balcony 4 157 sf total building area 54,041 sf total conditioned living (stair excl)4,765 sf total conditioned volume 47,650 cf total 1st level buliding area 13,432 sf WALL LEGEND REINFORCED CMU WALL W/ FINISHES NON LOAD BEARING INT WALL DESCRPTIONID SPECS SEE GENERAL SPECIFICATIONS ON A-1 REINFORCED CMU COLUMN SEE FLOOR PLAN SEE GENERAL SPECIFICATIONS ON A-1 THICKNESS ON FLOOR PLAN 9" VARIES 4.5" SEE GENERAL SPECIFICATIONS ON A-1REINFORCED CMU WALL WO/ FINISHES 7 5/8" BREAKAWAY REINFORCED CMU WALL SEE GENERAL SPECIFICATIONS ON A-1 ID LOCAT. ACTUAL  PRESSURES W H BOB  NAVD LINTEL DESCRIPTION D1 1/ EXT +45.5, ‐58.9 6‐0 8‐0 16'‐0" CAST CRETE LINTEL 8RF22‐1B/1T D. SWING, 1 LITE GLASS PANEL D2 1/ EXT +40.2, ‐44.9 16‐0 10‐0 15'‐8" CAST CRETE LINTEL 12F24‐1B/1T OVERHEAD DOOR W/ ARCH TOP D3 1/ EXT +45.5, ‐58.9 18‐0 8‐0 16'‐0" CAST CRETE LINTEL 12F16‐1B 4 PANEL GLASS SLIDER D4 1/ EXT +45.5, ‐58.9 2‐8 8‐0 16'‐0" CAST CRETE LINTEL 12F6‐1B S. SWING, SOLID PANEL D5 1/ EXT N/A 6‐0 4‐0 16'‐0" CAST CRETE LINTEL 8F24‐1B/1T LOUVERED ALUM GATE D6 2/ EXT +45.5, ‐48.5 2‐6 8‐0 CAST CRETE LINTEL 8RF22‐1B/1T S. SWING, 1 LITE GLASS PANEL D7 2/ EXT +45.5, ‐48.5 2‐6 8‐0 CAST CRETE LINTEL 8RF22‐1B/1T S. SWING, 1 LITE GLASS PANEL D8 2/ EXT +45.5, ‐58.9 PLAN 8‐0 SEE DETAIL ON A‐4 3 PANEL GLASS SLIDER MITERED D9 3/ EXT +45.5, ‐58.9 12‐0 8‐0 CAST CRETE LINTEL 12F6‐1B 4 PANEL GLASS SLIDER D10 3/ EXT +45.5, ‐48.5 2‐6 8‐0 CAST CRETE LINTEL 8RF22‐1B/1T S. SWING, 1 LITE GLASS PANEL D11 3/ EXT +45.5, ‐48.5 2‐6 8‐0 CAST CRETE LINTEL 8RF22‐1B/1T S. SWING, 1 LITE GLASS PANEL DOOR/ LINTEL SCHEDULE SEE GEN NOTE 26 FRAMES TO BE WHITE VINYL W/FINISH FLANGES FOR 3/4” WOOD BUCKS ID LOCAT. ACTUAL  PRESSURES W H B.O.  LINTEL  LINTEL TYPE NOTES W0 1/EXT +47.7, ‐51.3 16" 8" ‐1‐0 CAST CRETE LINTEL 8F8‐0B/0T FLOOD VENT see gen specs W1 1/EXT +47.7, ‐51.3 3‐0 5‐8 14‐8 CAST CRETE LINTEL 8F24‐1B/1T PICTURE W2 1/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W3 1/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W4 1/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W5 2/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W6 2/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W7 2/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W8 2/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W9 2/EXT +47.7, ‐51.3 2‐0 2‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE TEMPERED W10 not used W11 2/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W12 2/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W13 2/EXT +47.7, ‐51.3 3‐0 2‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE W14 2/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W15 2/EXT +47.7, ‐51.3 3‐0 2‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE TEMPERED W16 2/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W17 2/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W18 3/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W19 3/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W20 3/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W21 3/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W22 3/EXT +47.7, ‐51.3 2‐0 2‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE TEMPERED W23 3/EXT +45.5 ‐48.5 3‐0 10‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE W24 3/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W25 3/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W26 3/EXT +45.5, ‐58.9 8‐0 5‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE TEMPERED W27 3/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W28 3/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W29 3/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W30 3/EXT +47.7, ‐51.3 3‐0 2‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE TEMPERED W31 3/EXT +47.7, ‐51.3 3‐0 2‐0 8‐0 CAST CRETE LINTEL 8F24‐1B/1T PICTURE W32 3/EXT +47.7, ‐51.3 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT W33 3/EXT +47.7, ‐63.4 3‐0 4‐8 8‐0 CAST CRETE LINTEL 8F24‐1B/1T CASEMENT WINDOW/ LINTEL SCHEDULE SEE GEN NOTE 26 FRAMES TO BE WHITE VINYL W/FINISH FLANGES FOR 3/4” WOOD BUCKS ID CONNECTED ELEMENTS ACTUAL  UPLIFT ACTUAL  GRAVITY ALLOW  UPLIFT ALLOW  GRAVITY QTY MFR MODEL FASTENERS CO‐1 1810 1 Simpson HETA 20 To truss w/ (9) 10d x 1.5" CO‐2 2035 2 Simpson HETA 20 To single ply truss w/ (10) 10d x 1.5" CO‐3 2500 2 Simpson HETA 20 To multi ply truss w/ (12) 16d CO‐4 missed or misplaced  co‐1 1175 1 Simpson HTSM20 To conc w/ (4) .25" x 2.25" tapcon.  To truss w/ HSTM 20. CO‐5 missed or misplaced  co‐1 2350 2 Simpson HTSM20 To conc w/ (4) .25" x 2.25" tapcon.  To truss w/ HSTM 20. CO‐6 3965 1 Simpson MGT 2‐ply (22) 10d nails w/ 5/8" TR epoxied 12" into bond beam CO‐7 370 1 Simpson VTCR To valley truss bc w/ (3) 10d x 1.5".  To supporting truss tc w/ (4) 10d. CO‐8 335 1000 1 Simpson HU26 To truss w/ (1) 10d x 1.5".  To conc w/ (4) .25" x 1.75" tapcon. CO‐9 5085 1 Simpson 2U212‐2 To beam w/ (6) 10d.  To conc w/ (16) .25" x 2.75" tapcon.   CONNECTOR (CO) SCHEDULE 1. Gravity/uplift loads reference connection schedule ID. 2. 'truss' listed as a load means to reference loads in truss package. 3. If 'connected elements' contains 'trusss', reference loads in truss package.  If no bearing points specified use connector for all nesessary points. 4. If 'connected elements' is left blank, see connection schedule. 5. 'QTY' referes to the number of connectors used per per ea connection (connected elements).  If qty left blank, refer to drawings. 6. All loads are checked by architect, loads left blank were checked but are not required to be listed. 7. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher. CXN ID CONNECTED ELEMENTS TRUSS  REACTION ID ACTUAL  UPLIFT ACTUAL  GRAVITY CONNECTOR ID CXN‐1 All truss to bond beam  locations uno truss CO‐1 CXN‐2 valley truss to ea supporting  truss  truss CO‐7 CXN‐3 A, A1 truss CO‐2 CXN‐4 GRA truss CO‐6 CXN‐5 GRB truss CO‐6 CXN‐6 JUX, KJUX truss SEE AWNING ROOF  DETAIL CXN‐6 HANGER FOR JX5, GRD truss truss CO‐8 CXN‐7 HANGER FOR BEAM2.3 CO‐9 CONNECTION (CXN) SCHEDULE 1. Reference connector schedule. 2. All loads are checked by architect, loads left blank were checked but are not required to be listed. 3. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher. 4. If 'connected elements' contains 'truss', reference loads in truss package.  If no reaction points specified use connector  for all nesessary points. ITEM TYPE ID 1 BUILDING DP 2 PRODUCT DP GLASS  TYPE 5 MFR MODEL APPROVAL # FASTNERS 6 DOOR GLASS SWING ALL 70,‐80 IMPACT PGT FD‐750 NOA 17‐0504.04 DOOR OVERHEAD ALL 42 ,‐46  N/A CLOPAY 84A FL 5684.4 DOOR SOLID SWING ALL 65 ,‐65 N/A Plastpro p Fiberglass FL 17184.16 DOOR GLASS SLIDER ALL 60,‐60 IMPACT PGT SGD‐5570 NOA 17‐0420.16 WINDOW PICTURE/ TRANSOM ALL 50,‐70 IMPACT PGT PW‐5520 NOA 17‐0614.09 WINDOW MULLION ALL 79.6 N/A PGT 1.25"x3.25"x.100" NOA 17‐0630.01 WINDOW FLOOD VENT 100,‐100 N/A Smart Vent 1540‐520 FL 5822 ROOFING UNDERLAYMENT ALL N/A GAF any FL 10626.1 ROOFING METAL ALL ‐43.0 field,    ‐ 111.9 edge ‐74.7 field, ‐ 176 edge N/A SUNLAST 5v crimp NOA 15‐0212.07 FRANK LIEBLER, ARCHITECT (AR97108) PRODUCT APPROVAL AFFIDAVIT   3/11/19 1. 'ID' as per door & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank‐ see door & window schedule or design pressure chart. 3. This affidavit is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures. 6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. 7. I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. ELECTRICAL RISER DIAGRAM SCALE: N.T.S. 6' MIN. #4 CU WIRE SIZE BY ELECTRICAL CONTRACTOR C.W.P. FOOTING STEEL NEW METER NEW UNDERGROUND SERVICE new panel A300A M.Bnew panel B100A M.B220.12 4765 ft2 14,295 va ft2 - va 220.52(A) 2 x 1500 va =3,000 va 220.52(B) Laundry Load   2 x 1500 va =3,000 va 20,295 va 220.42 Lighting Load Feeder Demand Factors First 3000 or less at 100%3,000 va From 3001 to 120,000 at 35%6,053 va Remainder over 120,000 at 25%- va 9,053 va 220.54 Electric Clothes Dryers Qty 2 Electric Dryer #1 5.00              kw 10,000 w Qty 0 Electric Dryer #2 ‐                kw - w 220.55 Electric Cooking-Ranges, Stove Tops and Wall Ovens Qty 0 kw Qty 1 4.50              kw Qty 0 ‐                kw 3,600 w 220.51 Fixed Electric Space Heating Loads or Air Conditioning Load: 10.0          kw AC#1/Geo 16 SEER 3 Ton 3.6 kva 10.0          kw AC#2/Geo 16 SEER 3 Ton 3.6 kva ‐            kw AC#3/Geo - kva ‐            kw AC#4/Geo - kva ‐            kw AC#5/Geo - kva 27,240 va 220.14 Appliance load--Dwelling Units Qty va(watts) Qty va(watts) 2 2,400        1 300                 1 1,200          1 6,600              1 1,440          0 ‐                  1 1,580          0 ‐                  1 240             0 ‐                  4 400             0 ‐                  6 540             0 ‐                  14,700 va 220.53 Appliance load--Dwelling Units 11,025 va 220.50 Motor Loads @ 120 Volts Qty va(watts) Qty va(watts) 0 ‐              0 ‐                  1 375             0 ‐                  1 375             0 ‐                  0 ‐              0 ‐                  750 va 430.24 Several Motors or a Motor(s) and Other Load(s) 94 va 844 va 61,762 va 257 amps NEW AMPS 300 AMPS CHOOSEVICE SIZE REQUESTED = 300 amps Note: Electrical contractor to verify accuracy and completeness of load calculation. # of Small Appliance Branch Circuits = # of Laundry Branch Circuits = Total General Lighting & Appliance Load= Total Lighting Demand Load= 1500 va for each 20 amp branch circuit required per 210.1(C)(1) in EACH kitchen, pantry, breakfast room, dining room, or similar areas. Electrical Load Calculation General Lighting Load 3 va/ft2 of floor area, including unused space adaptable for future use. Floor Area = Basement Floor Area = Small Appliance Load Electric Cooktop Nameplate Wall Oven Nameplate Electric Cooking Demand Load= Total Heat & AC Load = Description Description Fixed Electric Space Heat #1  Fixed Electric Space Heat #2  Fixed Electric Space Heat #3  Fixed Electric Space Heat #4  Fixed Electric Space Heat #5  Central Furnace Water Heater Dishwasher Other Refrigerator Microwave Range Hood Vent Fan Paddle Fan Total Connected Appliance Load = Total Appliance Demand Load = Description Description MINIMUM SERVICE SIZE EXISTING SERVICE SIZE TOTAL CALCULATED DEMAND LOAD in AMPS @120/240V 1ph3W = TOTAL CALCULATED DEMAND LOAD in Volt-amperes = Total Motor Load = 25% of Largest Motor Load = Total Motor Demand Load = 1/2hpGarbage Disposal 1/2hpGar/DoorOpener ID W (in) D (in) TOB BOB      NAVD TYPE REINFORCEMENT/ SPEC NOTE B1.1 8 24 11'‐0" 17'‐8" RCB 2 #5 T/B, #3 STIRRUP @ 8" O.C. B1.2 8 24 11'‐0" 17'‐8" RCB 8F24‐1B/1T B1.2 8 24 11'‐0" 17'‐8" RCB 3 #5 T/B, #3 STIRRUP @ 8" O.C. B1.3a 12 16 11'‐0" 17'‐8" RCB 3 #6 T/B, #3 STIRRUP @ 6.5" O.C. B1.3b 12 16 11'‐0" 17'‐8" CAST CRETE 12F16‐2B/2T B1.3c 12 16 11'‐0" 17'‐8" CAST CRETE 12F16‐2B/2T B1.3d 12 16 11'‐0" 17'‐8" RCB 3 #6 T/B, #3 STIRRUP @ 6.5" O.C. B1.4 8 24 11'‐0" 17'‐8" RCB 3 #6 T/B, #3 STIRRUP @ 8" O.C. OMIT STIRRUP @ CENTER 8' B1.5 8 24 11'‐0" 17'‐8" RCB 3 #6 T/B, #3 STIRRUP @ 8" O.C. B1.6 8 16 5'‐11" RCB 3 #5 T/B, #3 STIRRUP @ 6.5" O.C. B2.1a 8 16 22'‐10" CAST CRETE 8F16‐1B/1T B2.1b 8 16 22'‐10" CAST CRETE 8F16‐1B/1T B2.1c 8 16 22'‐10" CAST CRETE 8F16‐1B/1T B2.1d 8 16 22'‐10" CAST CRETE 8F16‐1B/1T B2.2a 12 16 22'‐10" CAST CRETE 12F16‐2B/2T B2.2b 12 16 22'‐10" CAST CRETE 12F16‐2B/2T B2.2c 12 16 22'‐10" CAST CRETE 12F16‐2B/2T B2.2d 12 16 22'‐10" RCB 4 #6 T/B, #3 STIRRUP @ 6.5" O.C. OMIT STIRRUP @ CENTER 6' B2.3 3" 11.25" 18'‐8.25" WOOD (2) 2x12 B2.4 8 16 22'‐10" RCB 3 #5 T/B, #3 STIRRUP @ 6.5" O.C. B3.1a 8 16 33'‐8" CAST CRETE 8F16‐1B/1T B3.1b 8 16 33'‐8" CAST CRETE 8F16‐1B/1T B3.1c 8 16 33'‐8" CAST CRETE 8F16‐1B/1T B3.1d 8 16 33'‐8" CAST CRETE 8F16‐1B/1T B3.2c 8 16 33'‐8" CAST CRETE 8F16‐1B/1T B3.2d 8 16 33'‐8" CAST CRETE 8F16‐1B/1T B3.4 8 16 21'‐6" RCB 3 #5 T/B, #3 STIRRUP @ 6.5" O.C. BOND BEAM 816 CMU 2 CMU COURSES W/ #5 EA COURSE BOND BEAM 816 RCB 2 #5 T/B BEAM SCHEDULE IF MULTIPLES OF SAME ID, USE EITHER SEE CONNECTOR SCHEDULE FOR WOOD BEAMS ID TOC BOC W (in) D (in) TYPE REINFORCEMENT/ SPEC NOTE C1.1A ‐3‐4 9‐0 8 12 CAST (4) #5 VERT, #3 TIE @ 8" C1.1B ‐3‐4 9‐0 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C1.1C ‐3‐4 9‐0 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C1.1D ‐3‐4 9‐0 8 12 CAST (4) #5 VERT, #3 TIE @ 8" C1.2 ‐3‐4 9‐4 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C1.3 ‐3‐4 9‐4 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C1.4 ‐3‐4 9‐4 12 12 CMU (4) #5 VERT, #3 TIE @ 8" C1.5 ‐3‐4 9‐4 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C1.6 ‐3‐4 9‐4 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C1.7 ‐3‐4 11‐0 8 12 CAST (4) #5 VERT, #3 TIE @ 8" C2.1 11‐8 21‐6 10 10 CAST (4) #5 VERT, #3 TIE @ 8" C2.2 11‐8 21‐6 10 10 CAST (4) #5 VERT, #3 TIE @ 8" C2.3 11‐8 21‐6 10 10 CAST (4) #5 VERT, #3 TIE @ 8" C2.4 11‐8 21‐6 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C2.5 11‐8 21‐6 12 12 CMU (4) #5 VERT, #3 TIE @ 8" C2.6 11‐8 21‐6 12 12 CAST (4) #6 VERT, #3 TIE @ 10" C2.7 11‐10 21‐6 IRR IRR CAST SEE DETAIL C3.1 23‐6 32‐4 10 10 CAST (4) #5 VERT, #3 TIE @ 8" C3.2 23‐6 32‐4 10 10 CAST (4) #5 VERT, #3 TIE @ 8" C3.3 23‐6 32‐4 10 10 CAST (4) #5 VERT, #3 TIE @ 8" C3.4 23‐6 32‐4 12 12 CAST (4) #6 VERT, #3 TIE @ 10" COLUMN SCHEDULE SHEET INDEX 1 1 GENERAL SPECIFICATIONS: 1. ROOF: METAL OVER PEEL & STICK OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN 2. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC- CONT BOND BEAM TOP (2) COURSES W/#5 REBAR EA COURSE- 5/8" OR 1/2" GWB OVER 3/4" FURRING STRIP OVER R5 RIGID INSULATION. DOWELS AS PER GEN NOTES. SUBSITITUTE W/ 12" CMU AS SHOWN ON FLOOR PLAN. WHERE BREAKWAY DESIGNATED- NO HORIZ REINFOREMENT ALLOWED, ONLY VERT FILL CELLS AS SHOWN ON PLAN. 3. INTERIOR NON LOADBEARING WALLS: 5/8" OR 1/2" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC. TO BREAKAWAY. 4. CEILING: THIRD LEVEL: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD. 5. DROP CLG/SOFFIT: 7/8" METAL RESILIENT CHANNEL OVER 20 GA 1.5" 'C' JOISTS @ 48" OC. HANG JOISTS W/ 90 DEG FOLDED 20 GA 3-5/8" METAL TRACK 'LEG' ATTACHED TO CONC FLOOR @ 48" OC W/ (2) 1.5" RAMSET PIN OR (2) .25 x 1.25" TAPCON. 6. EXTERIOR SOFFIT: STUCCO & LATH OVER FRAMING W/ NO VENTS. 7. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G. 8. PROVIDE ANGLE BRACKETS BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT AND TO ELEVATE 4". 9. INSULATION: R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES & GARAGES. R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES. 10. FIREPLACE: PREFAB, PREENGINEERED, GAS, VENTLESS 11. DEFFERED SUBMITTALS: ROOF TRUSSES, HOLLOWCORE SLAB PLAN, SITE PLAN, DUCT LAYOUT, DEP APPLICATION, GUARDRAILS 12. SLAB ON GRADE: SLAB ON GRADE: TO BE FRANGIBLE, UNREINFORCED, AND ISOLATED (FLOATING). USE FIBER MESH ONLY. 13. AUGERCAST PILE: 16" DIA CONC W/ (6) # 5 VERT W/ # 3 TIE @ 10" OC, EXTEND STANDARD HOOK INTO GRADE BEAM 16". RECESS PILE TOP INTO GRADE BEAM/ PILE CAP 3" MIN. SEE SECTION FOR DEPTH. 14. FLOOD VENTS: (3) 8"X16" FLOOD VENT BY SMART VENT. MODEL 1540-520. 577SF/200SF PER VENT= 3 REQ. 15. CONDENSING UNITS TO HAVE A SPRINKLER NOZZEL AS PART OF IRRIGATION SYSTEM THAT PERIODICALLY RINSES COILS .1bldg dept comments5/29/19PROJECT DESCRIPTION NEW CONSTRUCTION OF A 3 STORY RESIDENCE ON A VACANT OCEANFRONT LOT. ZONING INFORMATION: parcel id: 2532-500-0077-000-5 PUD (unincorporated St Lucie County) lot (approx.): 40'x127' flood zone: AE-7', VE UTILITY INFORMATION: gas: new LP tank sewage: public potable water: public fire sprinklers AREA CALCULATIONS: DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-2 general notes 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T COMPONENT AND CLADDING LOADS… FROM TABLE FBC R301.2(2) EFFECTIVE WIND AREA (SF) 1 10.0 27.4 ‐43.0 1 20.0 25.0 ‐41.3 1 50.0 21.9 ‐39.7 1 100.0 19.3 ‐38.0 2 10.0 27.4 ‐75.5 2 20.0 25.0 ‐68.9 2 50.0 21.9 ‐60.6 2 100.0 19.3 ‐55.1 3 10.0 27.4 ‐111.9 3 20.0 25.0 ‐103.6 3 50.0 21.9 ‐94.8 3 100.0 19.3 ‐87.6 4 10.0 47.7 ‐51.3 4 20.0 45.5 ‐48.5 4 50.0 42.6 ‐46.3 4 100.0 40.5 ‐43.5 4 500.0 35.5 ‐38.0 5 10.0 47.7 ‐63.4 5 20.0 45.5 ‐58.9 5 50.0 42.6 ‐53.5 5 100.0 40.5 ‐48.5 5 500.0 35.5 ‐38.0 9'x7'42.0 ‐47.5 16'x7'40.2 ‐44.9 1.66 adjustment factor Garage  Door Wall 163 Roof > 7  to 27  degrees ZONE WIND PRESSURES (asd) BASIS OF STRUCTURAL DESIGN: SOIL BEARING: as per soil report WIND: 163mph (ultimate), risk category 2, exposure D, wind borne debri region, enclosed design FROST DEPTH: 12" - THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHT WEIGHT STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS ARE AS FOLLOWS: ROOF LIVE LOAD 20 PSF(slope<4:12), 15 PSF(slope≥4:12) ROOF DEAD LOAD 7 PSF TC (shingles, metal, modified bitumen) 15 PSF TC (concrete tile) ROOF WIND LOAD (SEE DRAWINGS) CEILING DEAD LOAD 10 PSF BC WALL WIND LOADS (SEE DRAWINGS) FLOOR DEAD LOADS 25 PSF SUPERIMPOSED FLOOR LIVE LOADS SEE BELOW FLOOR LIVE LOADS: Uninhabitable attics without storage 10 psf Uninhabitable attics with limited storage 20 psf Habitable attics and attics served with fixed stairs 30 psf Balconies (exterior) and decks 40 psf Fire escapes 40 psf Guardrails and handrails 200 lb Guardrail in-fill components 50 plf Passenger vehicle garages 50 psf Rooms other than sleeping room 40 psf Sleeping rooms 30 psf Stairs 40 psf GENERAL NOTES- residential 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2017 FBC: RESIDENTIAL, 6th ed 2017 FBC: ENERGY CONSERVATION, 6th ed 2014 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS , SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE A REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAY ARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR’S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 6. ABBREVIATIONS: 6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS. 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT , CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT . IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK : 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG EL. __" OR "EL. __" OR "AFF. __”) ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL __" OR "__ NAVD" OR " +X.X' ". CONSULT ARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12. AMBIGUITY: 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT . 13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLE AT TIME OF INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS, VERIFY W/ ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES /TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 15. CAST-IN-PLACE CONCRETE 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS 15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH: -OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO -COLUMN AND WALL CONCRETE TO BE 4000 PSI CONCRETE MIN UNO -FOOTINGS TO BE 4000 PSI CONCRETE MIN UNO -SLAB-ON-GRADE TO BE 3000 PSI CONCRETE MIN UNO -AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO 15.3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS ON-GRADE WHICH SHALL HAVE A MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. 15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 117-10. 15.5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUAL AND THE CONCRETE REINFORCING STEEL INSTITUTE . DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED VERIFY W/ ARCHITECT 15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. 15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN THAT REQUIRED BY ACI318: -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3" -CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2" 15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY KEYED, DOWELED OR SAW-CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260 SQUARE FEET. POST-TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON-EXTRUDED PREMOLDED MATERIAL OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751) 15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS , ETC.) NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLY ASH CONTENT . 15.12. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL REINFORCING BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. -TIES/STIRRUPS TO START AT A DISTANCE FROM SUPPORT OF 1/2 TIE SPACING 15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL. 23. PE TRUSSES: 23.1. FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY FROM THE ENGINEER AND ARCHITECT. 23.2. FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. 23.3. CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED. 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUT ARE TO BE DETERMINED BY THE MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. 23.5. ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS-TO- TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THAT ARE OF INSUFFICIENT CAPACITY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION. 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS 'RAT RUN ' LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC. 23.7. PREFABRICATED WOOD TRUSSES , JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR SELF-WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER. 23.8. FABRICATOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER ). SPECIALTY ENGINEER MAY SUBMIT PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR APPROVAL. 24. CONNECTORS/FASTENERS: 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO WEATHER AND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION . 24.2. UPLIFT CONNECTORS MAY BE SUBSTITUTED WITH CONNECTORS WITH ≥ THE DOCUMENTED UPLIFT VALUE IS ≥ SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON LOADBEARING WALLS THAT ARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE EITHER UNLESS SPECIFIED BY ARCHITECT. 25. SITE/LANDSCAPING: 25.1. THE IRRIGATION (IF USED) SYSTEM SHALL BE INSTALLED SUCH THAT NO WATER HITS THE BUILDING DURING OPERATION. 25.2. SLOPE GRADES AWAY FROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX. 26. DOORS AND WINDOWS: 26.1. INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S SPECIFICATION/ PRODUCT APPROVAL. 26.2. PT 1x BUCK: ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/3" END. ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @ 8"/4" END. 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM ENDS. WEDGE ANCHOR TO BE 1/2" x 6" W/ 2" x 1/8" WASHER. 2x6 @ TOP TO LINTEL W/ 1/4" x 2.75" TAPCONS STAG @ 24" OC. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8" THICK SOLID WOOD AS PER FBC R 302.5.1. 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. 26.8. GLASS TO HAVE: LOW-E, U-FACTOR ≤ 0.4, SHGC ≤ 0.25 27. ELECTRICAL & LIGHTING NOTES 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY. 27.2. ALL 120V 15A AND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT TYPE. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314. 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. 27.8. WHERE AHU IS IN ATTIC, PROVIDE POWER RECEPTACLE & LIGHT. 28. PLUMBING: 28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE DETERMINED BY A LICENSED PLUMBER AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO VERIFY. 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY A LICENSED SEPTIC CONTRACTOR AND ADHERE TO 64E-6, F.A.C. 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. 29. ROOF PENETRATIONS: 29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE ROOF PLAN. CONSULT ARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS. 30. FIRE RATED UL FLOOR, WALL, & ROOF PENETRATIONS: 30.1. CONTRACTOR MUST USE SPECIFIC UNDERWRITER'S LABORATORIES DESIGN NUMBERED SYSTEMS FOR PENETRATING RATED WALLS, FLOORS, AND CEILINGS. ARCHITECT'S DOCUMENTS MAY OR MAY NOT INDICATE CERTAIN SYSTEMS . CONTRACTOR TO FURNISH UL NUMBERS IF APPLICABLE. 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALL/CLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY 33. MISC: 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. 33.2. GUARDRAILS AS PER FBC R312. 33.3. STAIRWAY AS PER FBC R311.7. 33.4. MEP SYSTEMS 1'+ BFE, AS PER FBC R322.1.6. 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON. 33.6. CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL. 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO. 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. 33.9. PROVIDE DRAFT STOPPING IN THE FORM OF ½” PLY OR GWB TO FLOOR-CEILING ASSEMBLIES GREATER THAN 1,000SF AS PER FBC R302.12. 34. FINISHES: 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. USE 5/8” TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE . GARAGE SEPARATION WALL TO HAVE A MINIMUM OF ONE 1/2" LAYER OF GWB ON THE GARAGE SIDE OF WALL AS PER FBC R302.6. SEE DOOR GEN NOTE 26.6. 34.2. EXTERIOR LATH AS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 5/8" STUCCO ON RIBBED LATH. ATTACH TO BOTTOM OF WOOD FRAMING W/ 11GA NAILS W/ 3/8" HEAD @ 6" OC W/ 1-3/4" EMBED INTO WOOD. 34.3. EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER /JOIST/BC. TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER /JOIST/BC W/ (2)16D NAIL. ABBREVIATIONS: AB ANCHOR BOLT A/C AIR CONDITIONER AHU AIR HANDLING UNIT AT ACOUSTICAL TILE B.M. BENCH MARK BM BEAM BC BOTTOM CHORD BO BY OWNER BOTT BOTTOM BP BOTTOM PLATE CJ CONTROL (CONSTRUCTION) JOINT CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CONNECTOR COL COLUMN CONC CONCRETE CONT CONTINUOUS CU CONDENSING UNIT OR COPPER CW COLD WATER CXN CONNECTION D NAIL SIZE (PENNY) DR DRYER DISP DISPOSAL DF DRINKING FOUNTAIN DTL DETAIL DW DRIVEWAY 'E' EXISTING EA EACH EJ EXPANSION JOINT EL BUILDING ELEVATION ELECT ELECTRICAL EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP EXPOSED EXT EXTERIOR EXTG EXISTING F1 FOOTING #1 FA FASTENER FD FIELD (FLOOR) DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FIN FINISH FLR FLOOR FP FIRE PROTECTION EPS EXPANDED POLYSTYRENE FTG FOOTING FT FOOT (OR FEET) GFI GROUND FAULT INDICATOR GSF GROSS SQUARE FEET GWH GAS WATER HEATER GWB GYPSUM WALL BOARD HB HOSE BIB HDG HOT DIPPED GALVANIZED HW HOT WATER HWH HOT WATER HEATER IN INCH INT INTERIOR JT JOINT MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MW MICROWAVE NIC NOT IN CONTRACT NTS NOT TO SCALE NSF NET SQUARE FEET L-1 LINTEL #1 LF LINEAL FOOT OC ON CENTER OAS OR APPROVED SIMILAR PL PROPERTY LINE OR PLATE PLY PLYWOOD PT PRESSURE TREATED PVC POLY VINYL CHLORIDE R RADIUS R/A RETURN AIR RCB REINFORCED CONCRETE BEAM RCC REINFORCED CONCRETE COLUMN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCING REQ REQUIRED R/W RIGHT-OF-WAY RTU ROOF TOP UNIT S. SIMPSON (MFR) SBS STYRENE BUTADIENE STYRENE SEL SITE ELEVATION SF SQUARE FOOT SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOP CHORD TME TO MATCH EXISTING TOB TOP OF BEAM TOB TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VTR VENT THRU ROOF WA WASHER MACHINE WP WATER PROOF WD WOOD WWF WELDED WIRE FABRICMESH 16. CONCRETE MASONRY: 16.1. ALL MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING MASONRY. 16.2. MASONRY STRENGTH (f'm DESIGN) UNO: -BLOCK STRENGTH = 1900 -MORTAR STRENGTH = 1800 -GROUT STRENGTH = 2000 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY. 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. 16.5. REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE, AND TIED OR OTHERWISE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE DURING GROUTING. 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH. 16.8. WALL REINFORCEMENT : VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERTICAL REINFORCING BARS AT CORNERS, EA CELL WITHIN 16" OF CORNER, JAMBS OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 12', BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. IF NOT SPECIFIED IN TEXT ON DRAWINGS USE #5 @ 48” OC. WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE BELOW. 16.9. REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLED AS PER MFR INSTRUCTIONS. USE #6 BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4” MINIMUM BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, OA LINTEL LENGTH IS +/- AS LONG AS MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT SHORTER. 16.10. UNO HORIZ JOINT REINFORCEMENT @ 16” OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL CRACKING. 16.11. BOND/TIE BEAMS/LINTELS- CONTINUE REINFORCING BARS CONT (UNINTERRUPTED) AROUND ALL CORNERS, OVER OPENINGS, ACROSS WALL INTERSECTIONS , THROUGH TIE COLUMNS, AND UP/DOWN AT CHANGES IN BOND BEAM ELEVATION. 16.12. ALTERNATE WINDOW SILL: 4"H MIN x 8"W CAST CONC W/ (1) # 5 EXTENDED 4" INTO FILLED JAMB CELLS. 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP. 17.2. DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME SIZE AND SPACING OF WALL ABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL REINFORCING BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED EMBEDDED DOWEL, EPOXY EMBED W/ 1/8" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE. 17.3. BUILDING SLABS-ON-GRADE TO BE REINFORCED WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6- MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO. SUGGESTION TO PROVIDE DIAGONAL 36" #4 REBAR AT ALL INSIDE 'REENTRANT' CORNERS. 17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO MATCH LONGITUDINAL REBAR. 17.5. SUGGESTION TO PROVIDE A 4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL BELOW ALL INTERIOR SLABS-ON-GRADE. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES UNO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM -DRIVEWAY, DRIVEWAY APRON , PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAY FROM BLDG MIN 1/8"/FT. 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 17.10. RECESS SGD & GARAGE DOOR THRESHOLDS 3/4"- VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 17.11. COLUMN/WALL AND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 18. STRUCTURAL STEEL: 18.1. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E (Fy = 35 KSI). 18.2. ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 18.3. ALL STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCHUP COAT OF APPROVED PAINT. 18.4. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 18.5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD). 18.6. SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT. 18.7. GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK GROUT 5000 PSI MINIMUM. 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING : 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS . ALL WALL TRACKS SHALL BE 25 GA. 20. HVAC: 20.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY GRILLES ETC, SHALL BE DETERMINED BY A HVAC LICENSED CONTRACTOR AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY. 20.2. PROVIDE MANUFACTURED CONCRETE PAD AND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER'S SPECIFICATIONS. 21. WOOD FRAMING 21.1. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KD 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON-LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER. 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA. 21.3. SPLICING FOR MULTI-PLY HEADERS /BEAMS/COLUMNS: -2x4- 10d COMMON NAIL @ 6" OC EACH LAYER STAGGERED. -2x6- 2 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x10- 4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x12- 5 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED 21.4. LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS, ETC.: -FABRICATOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER ) -SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM-ENDS TO RESIST ROTATION.) 21.5. GLUE-LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND 24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE LATEST AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAN/200. ERECT WITH CROWN OR CAMBER UP. IN HEADER CONDITIONS (BEAM BUILT INTO WALL) CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATED ABOVE. 21.6. LAMINATED LUMBER AND "I" JOISTS AND RAFTERS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONC WALL W/ .25” x 3.25” TAPCON @ 16” OC. 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. 22. PLYWOOD SHEATHING: 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. 22.2. UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM JOIST AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD 22.3. FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS. 22.4. FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF EAVES/RIDGES/GABLES. 22.5. FOR SUBFLOOR USE 3/4" PLYWOOD AND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE. SPACE FASTENERS 6" FIELD, 6" EDGE. 22.6. FOR ATTIC FLOOR USE 5/8" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE. ONLY ALLOWED WHERE TRUSS ENGINEERING SPECIFIES. DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-3 foundation plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T SEE BRG LEGEND WALL AS PER GENERAL SPECS MASONRY BOND BEAM & REF AS PER GENERAL SPECS PE TRUSS AS PER FRAMING PLANS- INSULATION AS PER GENERAL SPECS CLG AS PER GENERAL SPECS & FLOOR PLAN EXTERIOR SOFFIT AS PER GENERAL SPECS ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS- METAL DRIP EDGE TBD BY ROOFING CONTRATOR METAL DRIP OVER PT WOOD DRIP OVER 2x8 CEDAR FASCIA TO TRUSS ENDS W/ (2) #16d NAIL, 5.5" TRUSS HEEL SLOPE AS PER ELEV SEE FRAMING PLANS OR CONNECTOR SCHEDULE DECO RAFTER TAIL AS PER ELEVS @ APROX 36" OC. ATTACH TO EA 2x4 BLKG W/ (1) SCREW W/ 1.5" EMBED ID TYPE SIZE (WxLxH) REINFORCEMENT NOTE GB1 GRADE BEAM 24"xCONTx30" (4) #7 CONT TOP/BOT, #4 TIE @ 10" O.C. GB2 GRADE BEAM 24"xCONTx24" (4) #6 CONT TOP/BOT, #4 TIE @ 10" O.C. F1 STEM WALL SEE DETAIL SEE DETAIL D2 STEM WALL SEE DETAIL SEE DETAIL FOOTING SCHEDULE 1'5'7'7'7'4'3'5'2'7'7'7'4'-6"9'-6"1'1'13'13'1' 1'18'8'1' 4'7'1'6'-6 11/16"6'-6 11/16"7'-11/16"5'-10"7'7'7'7'7'4'-6"9'-6"1'4'-8"1'-11 5/8"5'7'7'1'-3 5/8"9' -3'-4" TOB TYP UNO -0'-4" TOB GB 1 TYP UNO GB2 GB 2 WA 3'-1/4"1'-3 7/8"3'-4"6'-8"2'-8 1/4"6'-2 1/4" -2'-2" TOS -1'-10" TOS F1 F1F1 F1 F1F2F2 F2SK4" SOG 4" SOG TOS: 0'-0" SWR RECESS TOS: -0'-4" 4" SOG TOS: 0'-0" 4" SOG TOS: -0'-4" 4" SOG W/ PAVER VENEER TOS: -0'-7" 4" SOG W/ PAVER VENEER TOS: -2'-4" 4" SOG TOS: -0'-4" 4" SOG TOS: -0'-4" ELEV RECESS TOS: -0'-9" SCALE: 3/4"= 1'-0"SCALE: 3/4"= 1'-0"SCALE: 3/4"= 1'-0" PILE SEE PILE PLAN HW 1'1'-4" 2" COVER SIDES 3" COVER TOP/BOT STAND HOOK DOWEL TO MATCH PILE STEEL PILE W/ 4" EMBED INTO GB 4" FLOATING SLAB AS PER SLAB PLAN & GEN SPEC GB AS PER FOOTING SCHED (1) # 4 CONT (1) # 4 CONT GRADE BEAM NON BRG SPREAD FOOTING (1) # 5 CONT 8" CMU SW W/ #5 @ 6' OC8" CMU SW W/ #5 @ 6' OC TYP GRADE BEAM DETAIL TYP F1 DETAIL TYP F2 DETAIL FRANGIBLE: SLAB & STEMWALL FRANGIBLE: SLAB, STEMWALL, FOOTING TRUSS PARALLEL w/ WALL 1. INTERIOR NON BRG WALLS TO BE CONSTRUCTED AFTER THE PRECAST HOLLOW CORE PLANKS AND TOPPING HAVE BEEN PLACED SCALE: 3/4"= 1'-0" 8" OR 12" CMU WALL W/ #5 VER @ 48" W/ (1) #5 BOND BEAM TOP COURSE. LEAVE 1" GAP BELOW HC SLAB, WAIT 24 HRS TO PACK W/ MORTAR. REBAR DOWEL W/ 6" EPOXY EMBED IN GROUTED CORE TO MATCH VERT REINF HGAMIOKTA @ 24" OC AT BLOCKING OR TRUSS BC. TO CONC W/ (4) 1/4" x 2.75" TAPCON, TO BC W/ (4) 10d x 1.5". 2x4 BLKG @ 24" OC W/ S. LUS 24 EA END TRUSS BC TRUSS BCGRIND CONC IF BRG PRESSURE NON BRG CMU WALL DETAIL SCALE: 1"= 1'-0" 2' EXTERIOR SOFFIT AS PER GENERAL SPECS METAL DRIP OVER PT WOOD DRIP OVER 2x8 CEDAR FASCIA TO TRUSS ENDS W/ (2) #16d NAIL, 5.5" TRUSS HEEL 2x6 LEDGER W/ 5/16"x2.75" TAPCON @ 6" OC STAG. TRUSS TO TOP LEDGER W/ S. TSP. TRUSS TO BOTT LEDGER W/ S. LUS26 TYP EAVE DETAIL/ AWNING ROOF DETAIL GRADE BEAM/ PILE PLAN SCALE: 1/4"= 1'-0" SLAB PLAN SCALE: 1/4"= 1'-0" TYP ROOF TO WALL DETAIL SCALE: 1/2"= 1'-0" SLAB PLAN NOTES: -SEE FLOOR PLAN FOR DIMENSIONS SLAB PLAN KEYNOTES: 1. DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-4 filled cell plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T SCALE: 3/4"= 1'-0"3'1'BRACE. 1/4x3x3 ANGLE, WELD TO STEEL STUD W/ CONT 1/4" FILET, (2) 2"x5/16" TAPCON CLG 2x10 STEEL STUD AS PER PLAN VIEW, W/ 3/8" PLATES @ ENDS (2) 2x12 TO PLATE W/ (4) 3/8" CARRIAGE BOLT PLATE TO HC W/ (4) 1/2" x 5" EMBED. FILL CORE W GROUT. D8 HEADER DETAIL- SECTION SCALE: 3/4"= 1'-0" 20'6'4' oc STUCCO OVER WRB OVER 5/8" CDX OVER 2x4 @ 16" OC INFILL WALL. TP TO SLAB W/ 1/4" x 1.25" EMBED @ 16" OC. BRACE STEEL STUDS @ ENDS TO CMU W/ (2) 1/2" x 5" EMBED D8 HEADER DETAIL- PLAN ARCH TOP OPENING DETAIL SCALE: 1/2"= 1'-0" MASONRY LINTEL 2x4 MIN STIFFENER TO BUCK W/ (2) 3" SCREWS 2x4 BLOCKING 1/2" MIN PLY EA SIDE W/ 8D NAIL @ 6" TO EDGES & STIFFENER 2x4 MIN BUCK W/ .25"x 2.75" TAPCONS @ 16" OC STAG/ 4" ENDS DETAIL IS ONLY FOR ARCH NOT SUPPORTING WINDOW OR DOOR. TRUSS BC SCALE: 1"= 1'-0" COLUMN BEAM 1/2" PLY 2x FRAMING TO EA TRUSS OR BLOCKING @ 24" OC W/ (2) 3" SCREW. ATTACH 2x TO LINTEL W/ 2.75" TAPCON @ 24" OC. IF > 2', USE VERT STUDS & STRAP TP TO TRUSS BC W/ SIMPSON H2.5 EXT COVERED OPTIONAL BEAM BUILD OUT TO MATCH COLUMN LEVEL 1 FILLED CELL PLAN SCALE: 3/16"= 1'-0" LEVEL 2 FILLED CELL PLAN SCALE: 3/16"= 1'-0" LEVEL 3 FILLED CELL PLAN SCALE: 3/16"= 1'-0" PLAN NOTES: -SEE GEN NOTES 17.2 FOR DOWEL LOCATIONS. FILLED WALL CELLS ARE MARKED ON PLAN FOR CLARIFICATION. -SEE FLOOR PLAN FOR DIMENSIONS PLAN KEYNOTES: 1. DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-5 framing plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 11'-8 3/16"7'-3 1/4"6'6' 4'-1 5/8"2'1'-6" C2.1C2.2C2.3 B2.1a B2.1bB2.1c B2.1d 2 1 2 B2.4 B1.6 B1.3c B2.2c B1.3b B2.2b B1.3d B2.2d B1.3a B2.2a B1.2 B1.1 B1.1 C1.3 C2.4 C1.4 C2.5 C1.5 C2.6 B1.4 B1.5 4 5 6 7 7 C1.1d C1.1c C1.1b C1.1a C1.7 C2.7 C1.6C1.2 OPEN OPEN 2 1 2 3 B2.2d B3.2d B3.4 B2.1a B3.1a B2.1d B3.1d B2.1b B3.1b B2.1c B3.1c B2.2c B3.2c C2.1 C3.1 C2.2 C3.2 C2.3 C3.3 C2.5 C2.6 C3.4 B2.3 6 7 7 7 B2.2a B2.2bC2.4 5 5 OPEN OPEN dfsf B3.2d B3.1aB3.1d B3.1b B3.2c B3.1c B1.1 B1.2 ELEV NON BRG dfsf GRA A A1 A2 A3KJ5K J 5 J5J5J5J5J5JUJ1J3JU J1 J3J5J5J5J5J5JUJ1J3JU J1 J3 GRC KJ3K J 3 J3J3J3J3JUJ1JU J1 J3J3J3J3JUJ1JU J1 GRB A6 A5 A2 A3 K J 5KJA5 J5J5JA5JA5JA5JUJ1J3JU J1 J3 JA5JA5JA5JA5JA5JAJA3J1 J3 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 GRDJX5JX5JX5K J 3 JUJ1JU J1 J3 JUXKJUXJUX JUX JUX JUX JUX JUX JUX JUX V4 V8 HVC HVB HVA LOAD BEARING AT 33'-8" LOAD BEARING AT 11'-0" Hatch Legend END BEARING SIDE BEARING SCALE: 3/4"= 1'-0" FF AS PER SECTION FF AS PER SECTION HC HC CMU WALL BRG AS PER HC MFR BRG AS PER HC MFR (1) # 4 CONT WHERE WALL DOES NOT CONTINUE PROVIDE #4 HOOK BARS @ 48" OC, EPOXY EMBED 6" INTO CONC BEAM BOND BEAM AS PER BEAM SCHEDULE BOND BEAM AS PER BEAM SCHEDULE CMU WALL #4 x 24" HOOK BAR @ 48" OC MAX IN GROUTED CORE, MIN ONE BAR PER PLANK. WHERE HOLLOW CORE SLABS BEAR ON EA SIDE USE #4 x 48" @ 48" OC MAX CENTERED OVER WALL BELOW WHERE WALL DOES NOT CONTINUE PROVIDE #4 HOOK BARS @ 48" OC, EPOXY EMBED 6" INTO CONC BEAM #4 x 24" HOOK BAR @ 48" OC MAX IN CONC TOPPING. WHERE HOLLOW CORE SLABS BEAR ON EA SIDE USE #4 x 48" @ 48" OC MAX CENTERED OVER WALL BELOW (1) # 4 CONT TYP HOLLOW CORE SLAB BEARING DETAILS CAST-CRETE LINTEL DIAGRAM 8F16-1B/1T PROVIDED IN U-LINTEL 8" NOMINAL WIDTH 7-5/8" ACTUAL (SEE REINFORCING SCHEDULE) TOP OF COMPOSITE#5 FIELD ADDED REBAR AT BOTTOM REINFORCING #5 FIELD ADDED REBAR AT16" NOMINAL HEIGHT15-5/8" ACTUALBOTTOM OF U-LINTEL CAVITY GROUT 1-1/2" CLEAR FIELD PLACED C.M.U. ADDED REBAR AT TOP OF QUANTITY OF #5 FIELDNOMINAL WIDTH NOMINAL HEIGHT BOTTOM OF U-LINTEL CAVITY FOR QUANTITY OF #5 FIELD ADDED REBAR AT F = FILLED WITH GROUT / U = UNFILLED GRAVITY LOAD COMPOSITE U-LINTEL FORUPLIFT LOAD U - LINTEL MIN. (1) REQ'D SCALE: 1"= 1'-0" EXT INT DOOR & WINDOW BUCK AS PER GEN NOTE 26.2 WINDOW FRAME W/ FLANGE, ATTACH TO MASONRY /CONC AS PER MFR SPECS LINTEL AS PER WINDOW/DOOR SCHEDULE HiWind MASONRY SILL BY CASTCRETE TYP OPENING BUCK DETAIL FLASHING AND SEALING AS PER GEN NOTE 26.7 SCALE: 1"= 1'-0" 8"1'1'# 5 VERT #3 TIE & 8" OC 12" BEAM C2.7 DETAIL LEVEL 2 FLOOR FRAMING PLAN SCALE: 3/16"= 1'-0" LEVEL 3 FLOOR FRAMING PLAN SCALE: 3/16"= 1'-0" ROOF FRAMING PLAN SCALE: 3/16"= 1'-0" 1 FRAMING PLAN NOTES: 1. REFERENCE DIMENSIONS ON FLOOR PLAN. 2. REFERENCE PE TRUSS LAYOUT BY MFR. 3. REFERENCE PE HC LAYOUT BY MFR. 4. HC= HOLLOWCORE SLAB FRAMING PLAN KEYNOTES: 1. 2” STRUCTURAL CONC TOPPING (4000 PSI) W/ 6x6 -10/10 WWM OVER 8" PE HC PLANK BY MFR. 2. 2” STRUCTURAL CONC TOPPING (4000 PSI) W/ 6x6 -10/10 WWM OVER 6" PE HC PLANK BY MFR. SLOPE .25"/FT TO EDGE. 3. 2” STRUCTURAL CONC TOPPING (4000 PSI) W/ 6x6 -10/10 WWM OVER 6" PE HC PLANK BY MFR. 4. CHASE DUCT THRU HC FLOOR INTO CLG CAVITY BELOW. SEE FLOOR PLAN KEYNOTE #5. 5. NON BRG CMU WALL- SEE DETAIL 6. TYP 4" FLOOR PENETRATION 7. 2" RECESS IN TOPPING FOR SHOWER GREY WALLS-LOAD BEARING BELOWGREY WALLS-LOAD BEARING BELOW GREY WALLS-LOAD BEARING BELOW 1bldg dept comments5/29/19DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-6 floor plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T2-8x8-02-8x8-0 2-8x8-02-8x8-0 6-0x8-0 6-0x4-06-0x8-0DR WA 20'-8"46'-4"10'2'77'5'-4 5/8"7'-3 1/4" 2' 20'-1 1/8" 6'-3/8"9'-8 1/8"6'-3 1/4"29'-8 3/8"24'-2 5/8"20'8' 14'-6" 28'3'-8"20'11'-3 1/4"12'-2 7/8"14'-9 7/8"5'1'6'-11/16"1'1'1'3'-6 11/16"1'6'-11/16"6'12'-4"5'-2"5'-2"17'-8"6' 1'7'-4 7/8" 4'-8 3/4"4'-8 3/4"30'-8"7'-10 7/8"3'-1/4"3'-6"3 1/4"3'-6"12'-4" 3'-6"7'-6 9/16" 4'-4 1/4"3'-5/8"1'-9"3'-6"4'-9"2 3 5 2 FOYER ENTRY BA 1 STORAGE SKDNUPCU 2 CU 1 HB HB D1 D2 D4D3 W1W2W3D5W4W0W0W02/ GARAGE ELEV MECH SWR PORCH BIKE/KAYAK STORAGE OCEAN^2-8x8-02-8x8-0 2-8x8-02-6x8-0 2-4x8-02-6x8-02-8x8-02-4x8-0 2-6x8-0 59'-5"13'-3"4'-4"66'6'-8"28'14'-2 3/8" 7'-8"3'-2 3/4" 7'-3 1/4"9"12'-4 1/2"17'-6 5/8"12'-5 7/16"4'-10 3/8"4'-6"3'-8"7'-6" 20'8'14'-2 3/8" 7'-6" 5'-5 5/8"2'-6"4'-11 7/8"2'-10"10'12'-1/4"5'-9"19'-6 3/4"12'-8"3'-2"2'-10"10'13'-1 5/8"15'-8 3/8"9'-8"8'-1"6'-7"7'-1/4"4'-11 1/2"7'-1/2"4'7'-1/2"4'-11 1/2" 4'-2 9/16" 5'-2 3/4" 5'-6 7/8" 5'-3 1/8" 1'-5"20'6'-7" 12'-4" 6' 4 4 DW SK wall oven/mwREF 36Wx24D KITCHEN DININGB.R.1B.R.2 DNUPSKSKD8 D6D7 W5W6W7W8W9W23W11W12 W13W14W15W16W17 60" VANITY48" VANITYBA2 BA3 ELEV AHU 1 LIVING BALCONY 2 BALCONY 1 OCEAN^ SWR SWR CLST CLST FP2-8x8-02-8x8-02-8x8-02-8x8-02-8x8-02-8x8-0 2-6x8-0 2-6x8-0 2-4x8-02-6x8-02-8x8-02-4x8-0 2-8x8-0DRWA 4'-4"62'-8"12'-3 7/16" 20'8'14'-2 3/8" 7'-8"3'-7 1/4" 7'-3 1/4" 6'-6 1/2" 12'-3 1/2" 9'-7 15/16"8'-11/16"6'-5 1/2"3'-2"10'-9 7/16"7'-4 3/4"5'-6 7/8" 5'-3 1/8" 3'-10 1/16" 10'-9 13/16"14'-2 3/8" 7'-6" 5'-5 5/8"7 5/8"4'-8 3/4"7 5/8"26'-11"28' 4'-1 3/4"3'-4 3/4"2'-10"9'-11 1/2"6'-3 11/16"6'-10 1/2"15'-8 3/8"6'11'-8"3'-4"2'-10"10'12'-1/4"5'-9"6'-3/4"13'-4"22'-8"4'-11 1/2"7'-1/2"4'7'-1/2"4'-11 1/2" 4'-2 9/16" 5'-2 3/4" 1 2 4 4 SK TUB SKSKB.R.3B.R.4 TUB SKDNSKD10D11 D9 W18W19W20W21 W32W33W22W23W24W25W26 W31W30W29W28W27 60" VANITY48" VANITYBA4 BA5 SWR ELEV AHU 2 SITTING ROOM M.B.R M.BA CLST BALCONY 3 BALCONY 4 SWR SWR OCEAN^ CLST CLST LEVEL 1 FLOOR PLAN- DIMENSIONED SCALE: 1/4"= 1'-0" LEVEL 2 FLOOR PLAN- DIMENSIONED SCALE: 1/4"= 1'-0" LEVEL 3 FLOOR PLAN- DIMENSIONED SCALE: 1/4"= 1'-0" 1 1 FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE FLOOR PLAN KEYNOTES: 1. 20"x30" MIN ATTIC ACCESS 2. SUBSTITUTE 12" CMU WALL 3. VERIFY FILLED CELL W/ (2) #5 LOCATED WHERE ELEV TRACK TO BE MOUNTED 4. NON BRG CMU WALL- SEE DETAIL 5. 24"W @ 12"H CHASE FOR DUCT THRU WALL TOP, TOP OF CHASE TO BE FLUSH W/ BOTT OF HC SLAB 1bldg dept comments5/29/19DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-7 section 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 0" FF (8' NAVD) 11'-10" FF 23'-8" FF 33'-8" TOW 10' CLG 21'-10" CLG 5' NAVD EXTG GRADE3'10'10'10'-2'-4"1'10"1'10"32'-4" -31'-6" (21.5' NAVD) BOT OF PILE -3'-4" (4'-8" NAVD) TOP OF GRADE BEAM UNO -2'-4" (5'-8" NAVD) APROX NEW GRADE 15.5' NAVD BREAKING WAVE CREST7'-8" DROP CLG DROP CLG BOT OF LINTEL. SECTION IS CUT THROUGH A LOWER PORTION OF ARCH WHICH IS FRANGIBLE. LOWEST ALLOWABLE HORIZ STRUCT MEMBER SEE BEAM & LINTEL SCHEDULE FOR BOB L1 = CLEAR SPAN TYP CONC. COLUM/BEAM REINFORCEMENT TIE/STIRRUP (TYP.) CANTILEVER ACI STANDARD HOOK (TYP.) CLASS - B LAP SPLICE OVER SUPPORT FOR BOT BARS TOP BARS BOT BARS SECTION A-A NOTES: HOOK ALL BARS AT ENDS. SEE BEAM SCHEDULE(S) FOR ADDITIONAL INFORMATION. SEE REBAR DEVELOPMENT & LAP SPLICE SCHEDULES(S) FOR ADDITIONAL INFORMATION. A A CLASS - B LAP SPLICE IN MID 1/3 OF SPAN FOR TOP BARS MID BARS SCALE: 3/4"= 1'-0"SCALE: 3/4"= 1'-0" 30" LAP WH SOG GRADE BEAM LANDING SLAB: 8" H W/ #5 @ 8" OC EW B1.6 #4 @ 16" OC TEMP. #4 EA NOSING 6" MIN, 9" MAX TYP HC TIE DOWEL 3" BRG HC ROUGHEN SURFACE MATCH LINE (SEE FRAMING PLAN)MATCH LINE (SEE FRAMING PLAN) HC HC B2.3 LEDGER: (2) 2x10, FASTEN TO CONC W/ (2) 1/2" x 8" EPOXY EMBED @ 16" OC W/ 2" WASHER. LANDING: 3/4" PLY OVER 2x12 @ 16" OC. TO LEDGER/BEAM W/ S. LUC210Z. 2x12 LEDGER TO FILLED CMU W/ (2) 1/2" x 8" EPOXY EMBED @ 16" OC W/ 2" WASHER. STRINGER TO LEDGER W/ S. H2A (3) DBL 2x12 STRINGERS. ALTERNATE STRINGER: DBL 11-7/8"x1.5" LVL. 2x TREADS. TOP STRINGER TO WOOD BEAM W/ S. LSCZ BOTT STRINGER TO WOOD BEAM W/ S. LSCZ W/ 2x6 LEDGER W/ 3" SCREW @ 6" OC B3.4B2.4 B2.4 STAIR STRUCTURE DETAIL- CONCRETE STAIR STRUCTURE DETAIL- WOOD level 1 level 2 level 2 level 3 17'-9" 5'-11" 11'-10" 23'-8" 0"5'-11" (10 RISERS)5'-11" (10 RISERS)5'-11" (10 RISERS)5'-11" (10 RISERS)7 1/8"10 1/16"WOODWOODCONCRETECONCRETEW-E BUILDING SECTION SCALE: 3/16"= 1'-0" ROOF PLAN SCALE: 1/16"= 1'-0" MIN STAIRWAY REQUIREMENTS UNO SCHEMATIC STAIR DIMENSIONS SCALE: 1/4"= 1'-0" 1 1bldg dept comments5/29/19DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-8 elevs 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 0" FF 11'-10" FF 23'-8" FF 33'-8" TOW 7'-6"30'-1"43'-3"36'4'-8" NAVD (AV GRADE) W1 W23 (8.0' NAVD) 15.5' NAVD 7'-8" 5'-8" 0" 7'-6" 5/12 METAL STUCCO CLAD FOAM SHUTTERS DECO RAFTER TAILS (15.5' NAVD) NORTH ELEVATION SCALE: 3/16"= 1'-0" EAST ELEVATION SCALE: 3/16"= 1'-0" WEST ELEVATION SCALE: 3/16"= 1'-0" SOUTH ELEVATION SCALE: 3/16"= 1'-0" 1 1 1 1bldg dept comments5/29/19DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-9 elect plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T DR WA SKL1 L11 L11 L11 L11 L11 L13L13L13L13L12 L12 L12 L12 L12 L12 L1L1 L6 E1S L1 L1 L1 L10 L1 L1 L1 L1 L1 L4 EX L5L5L5 L2 L1 SSSSE1 E1 E1 E1 E1 E1 E1 E1 E5 E5E5 E2E1 E-WASH E-DRY SSSSSSSS SSSL3 S E3 DNUPG-TANKLESSMDPE METERCU 2 CU 1 E-CU E-CU E-ELEV E2 E2 E-ELEV EQUIP SD DW SK wall oven/mwREF 36Wx24D L12 L12 L12 L 1 2 L11 L11 L11 L1 L1 L1 L1 L1 L10 L4 EX L10 EX L4 FL FL L1 L1 L1 L1 L1L1 L1L1 L8L8 L8 L7 L7 L7 L1 L1L1 L1 L1L1 L6 E5E1 E1 E1 E1 E1 E1E1 E1E1 E1E1 E1E2E2E1 E1 E1 E1 E1 E1 E2 E2 E2E2E2E2 E2 SS SSSSSSSSSSSSSSSSS S S FL E3 E3E3DNUPSE-GDE-DWG-CTE-CTE-HOOD E-OVENE-MWE-REFE-AHUSDSD SDSKSK G-FP AHU 1 L1 L1L1 L1 L1L1 L1 L1L1 DRWA SK TUB SKSKTUB SKL1 L1 L1 L1 L10 L4 EX L10 EX L4 FL FL L1 L1 L1 L1 L1L1 L1L1 L12 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L10 L10 L10 L1 L1 L1 L1 L1 L1 L1 L1 E5 E1E-DRYE-WASHE2 E2 E2 E2E5E1 E1 E1 E1 E1E1 E1E1 E1E1 E1E2E2E1E1 E1 E1 E1 E1E1 E1 E1E1 E1 SSSS S S FL SS SSSSSSSSSSSSS EXL S SSSS FL SL11 L11 L11 E3E3DNE-AHUSDSD SD SD SD SKAHU 2 ELECT PLAN LEGEND E1 E2 E2.1 E3 E4 E5 E6 E7 E8 E- G- L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 S EX EXL FL FA JB SD TV 110V DUPLEX RECEPTACLE 110V GFCI DUPLEX RECEPTACLE 110V GFCI QUAD RECEPTACLE 120V RECEPTACLE recessed for tv w/ cable 220V RECEPTACLE 110V DUPLEX RECEPTACLE w/ water protected box 110V DUPLEX RECEPTACLE- clg mount 110V DUPLEX RECEPTACLE- floor mount GENERATOR AUTO TRANSFER SWITCH ELECTRIC FOR LABLED APPLIANCE LP GAS FOR LABLED APPLIANCE RECESSED CAN LIGHT FLUSH MOUNT CLG LIGHT FLUSH LED STRIP LIGHT VANITY WALL LIGHT SHOP LIGHT CHANDELIER LIGHT PENDANT LIGHT UNDER CABINET LIGHT INTERIOR WALL SCONCE RECESSED CAN LIGHT- wet location EXTERIOR RECESSED CAN EXTERIOR STEP LIGHT EXTERIOR WALL SCONCE LANDSCAPE PATH LIGHT LANDSCAPE UPLIGHT LIGHT SWITCH EXHAUST FAN- vent to roof if vented soffit, soffit if unvented EXHAUST FAN WITH LIGHT- vent to roof if vented soffit, soffit if unvented FAN/ LIGHT COMBO FAN W/O LIGHT JUNCTION BOX SMOKE/CO DETECTOR- interconnected, hardwired w/battery TELEVISION CABLE ID (SEE  PLAN)MFR MODEL FINISH MOUNTING TYPE STORY MOUNTING  HEIGHT  (in)LAMP COMMENTS L11 ELCO EL993 BLACK W/WHITE RING  CEILING RECESSED CAN 1,2,3 120 PAR20 7W AMBER HALOGEN BLACK BAFFLE L12 FOCUS LIGHTING SL‐02 WHITE  ALUM STEP 2,3 12 18W AMBER LED L13 PARK HARBOR PHEL1000ANPE PEWTER WALL SCONCE 1 72 E26 7W AMBER LED L14 FOCUS LIGHTING PL‐01 BLACK ALUM PATH LIGHT 0 19 18W AMBER LED SEE LANDSCAPE PLAN L15 FOCUS LIGHTING DL‐21 BLACK ALUM UPLIGHT 0 0 20w AMBER LED SEE LANDSCAPE PLAN EXTERIOR LIGHTING SCHEDULE LEVEL 1 ELECTRICAL PLAN SCALE: 1/4"= 1'-0" LEVEL 2 ELECTRICAL PLAN SCALE: 1/4"= 1'-0" LEVEL 3 ELECTRICAL PLAN SCALE: 1/4"= 1'-0" DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-10 plumbing plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T WA SKWS 3" WS 3" WS 3" CO WC 3" VTS 2" WA 2" VTS 2" WC 3" TUB 2" SK 1.5" SK SKSKWS 3" WS 3" WS 3" WC 3" VTS 2"SWR 2" SK 1.5" AVV SK 1.5" WC 3" SWR 2" SK 1.5" WA SK TUB SKSKTUB SKSKWS 3" 2" VTR SK 1.5" WC 3" WS 3" 2" VTR WA 2" VTA 2" 2" VTA SWR 2" TUB 2" WC 3" VTA 2" ATTIC VT LOOP SK 1.5" AVV SK 1.5" SK 1.5" SWR 2" WS 3" VTR 2" WC 3" VTA 2"SWR 2" TUB 2" SK 1.5" LEVEL 1 DWV PLUMBING PLAN SCALE: 1/4"= 1'-0" LEVEL 2 DWV PLUMBING PLAN SCALE: 1/4"= 1'-0" LEVEL 3 DWV PLUMBING PLAN SCALE: 1/4"= 1'-0" WA SK SWR WS VTS VTA VTR WASHER SINK SHOWER WASTE STACK VENT THRU SOFFIT VENT THRU ATTIC VENT THRU ROOF DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 SIME RESIDENCENEW CONSTRUCTIONTBD Watersong Way, Hutchinson Island, FL 34949A-11 site plan 4/25/19IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E TS24°28'31"E 40.00'N65°31'29"E 127.00' S65°31'29"W 127.00'N24°28'31"W 40.00'GARAGESTORAGECOVEREDENTRYPORCHCOVEREDPORCHMECH6'28'6'10'77'40' 3'-8"10'77'40'6'28'6'40'16'3'-6"4'4'2'FRONT PLPAVERS ON GRADEPAVERS ON CONCPAVERS ON GRADEUEEDGE OF WATERSONG WAY PAVEMENTNEW FENCE TME2x2 CONC PAVERSEXTG 4' PVC WHITE PICKET FENCENEW FENCE TMECU 2CU 1PAVERDRIVEWAYID (SEE  PLAN)TYPE COMMON NAME SCIENTIFIC NAME NOTES 1 PALM TREE BISMARK PALM BISMARCKIA NOBILIS 2 PALM TREE FOXTAIL PALM WODYETIA BIFURCATA 3 PALM TREE COCONUT PALM COCOS NUCIFERA (MALAYAN GREEN) 4 SHRUB CARDBOARD PALM ZAMIA FURFURACEA 5 HEDGE PITCH APPLE CLUSIA ROSEA 4' HIGH 6 GRASS PAMPAS GRASS CORTADERIA SELLOANA 7 SHRUB SILVER BUTTONWOOD CONOCARPUS ERECTA VAR. SERICEUS 8 CLUMP WHITE BIRD OF PARADISE STRELITZIA NICOLAI LANDSCAPE SCHEDULE ST AUGUSTINE SOD TYPEXTG SEAGRAPES3614223455788L14L14L14L14L14L14L14CU 2CU 1ARCHITECTURAL SITE PLAN SCALE: 3/16"= 1'-0" LANDSCAPE PLAN SCALE: 3/16"= 1'-0" LANDSCAPE PLAN NOTES: 1. REFER TO LIGHTING SCHEDULE LANDSCAPE PLAN NOTES: 1. REFER TO SITE PLAN BY CIVIL DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 A A A A A A D B B C A E F F A A A A A A A D B D C DISTRIBUTIONFOR APPROVAL CERTIFIED PLANT (ORLANDO) INC. R 2720 County Road 470, Okahumpka, FL 34762 PHONE: (407)855-3190 DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA 1/7/2021 DocuSign Envelope ID: 4B8F5208-540B-4819-8BC2-2C09BE9732BA1/7/2021