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HomeMy WebLinkAboutBuilding PlansExisting Residence -%Tterior Rr-ln-iodel for Interiorp,EZ%. 4625 Indian- Diver° fir, t kc:�, v eC-1/ V�� FAr-%rrnre ort Pierce, N WINDOWS- FL #FLI4911 CRAFTSMAN 70 SERIES/ VI SERIES SINGLE. HUNG (HVHZ-IMPACT) DOORS: FL #FL20867 TRINTY GLASS INTERNATIONAL GLAZED FIBERGLASS DOOR �x UNPLATTED ACREAGE \V�i F.\ o Y doom , N59'55'30"F rtio v (No m) ! yr c r r S89'55,30:,VD (DZ SwTal \ � I v 5l 599 N246'22'"W 25G.32' '09,3g, f �� �� �' �� N ,E 1 (1Y CAST) .. .T x V 4tii V Ci 6v1v 4 lfk0 hi AErT c, C% Ex t 200gal Septa ��' Pj� \ \ /CHU7 0 y Q t56E NJ €,5) I Tankard 4o09f.D en Field0 \_, CS zss.Y �I E-FE?YvpMa'f TINCn B" �ul ,3n 3 ED,� - \ \ El STfNG m Siff-. �' ✓ RESIDENCE C 2i \ \\ Z_ A. v n � AND (0�;,Q (l,WE.SpEd0Lb, '� \ �.1 A \ ( CEESET f NU CD' f1J C) ")I f '02 LEENCE p[ H _ s :ooT (no m7 IJ $9'S5 30°c ri 11c, yin — s � sa!trp V �.� �'. 57.11' 7 \EXISTING UNPLATTED ACREAGE 761TE PLAN_ SCALE NTS LEGAL DESCRIPTION: THAT LAND LYING EAST OF THE FEO RAILROAD OF THE FOLLOWING DESCRIBED PROPERTY: THE NORTH 233,9 OF THE SOUTH 1,33.3 FEET OF GOVERNMENT LOT 3, IN SECTION 36, TOWNSHIP 35 SOUTH, RANGE 40 EAST; TOGETHER ITH RIPARIAN RIGHTS; LESS AND EXCEPTING THEREFROM ALL RIGHTS--OF-WAY OF' THE FLORIDA EAST COAST RAILWAY AND AS RECORDED IN PUBLIC RECORDS OF ST LUCIE COUNTY, "'EcEiVeo FLORIDA PROJECT DESCRIPTION: Ref REMODEL INTERIOR OF EXISTING RESIDENCE, REPLACE DOORS, CONSTRUCT WALLS, COLUMNS/ BEAMS, STAIRS, WALL FINISHES, CABINETS, INSTALL APPLIANCES. REVISE PLUMBING, ELECTRICAL AND HVAC UNDER SEPARATE PERMITS. GENERAL NOTES: 1, SITE WORK, WELL, POOL, ETC IN SEPARATE PERMIT(S), 2, STORM SHUTTERS UNDER SEPARATE PERMIT. 3. EXTERIOR HOUSE WORK INCLUDING SHUTTERS SHALL BE DONE TO MAINTAIN HISTORICL CHARACTER OF THE HOSE, EAvlc,,j FRONT ELEVATION DRAWING INDEX AO.1 COVER DRAWING INDEX, CODE ANALYSIS & NOTES tA1.1 DEMOLITION — 1st / 2nd FLOOR PLANS S2.2 STRUCTURAL — STAIR SECTION & DETAILS A3.1 PROPOSED FIRST & SECOND FLOOR PLANS A3.2 EXTERIOR FINISH, WINDOW, DOOR REPLACEMENT PLAN A4.1 BUILDING ELEVATIONS —EXISTING A4.2 BUILDING ELEVATIONS— PROPOSED A4.3 EXTERIOR DETAILS M3.1 MECHANICAL PLAN, SCHEDULE & NOTES E3.1 ELECTRICAL PLAN, ONE LINE DIAGRAM & NOTES CEDE ANALYSIS: 0 Applicable Cade References: Florida Building Cade — Building 2020 Florida Building Code — Residential 2020 Florida Buildinging Code — Plumbing 2020 Florida Building Code — Electical 2020 & NEC 2017 Florida Building Cade — Existing 2020 Building Type: EXISTING RESIDENCE Project Description- Remodel / ALTERATION Classification of Work: Level 3 Chpt 6 & 7 Classif.of Hazard of Contents: Ordinary Hazard Occupancy Classification: Residential: _-- LIVING AREA 1st FL (CONDITIONED) = 1335± S.F. LIVING AREA 2nd FL (CONDITIONED) = 1072 s.f. Unconditioned GARAGE Utility = 190 s.f. Construction Classification: FC Table 500: TYPE VI: UNPROTECTED / UNSPRINKLERED Maximum area all®wed= 7,000 s.f. Maximum no. stories = 2 Maximum Height 40 ft. NPIIC 11/12/21 Permit Comments 11/15/21 Exterior Finishes & Window Remodel 6 1/17/21 Permit comments AV GraphicARCHITECT Designer• Iff • - ,,- 407-304-0264 Remodel for STEVE FERREIRE RESIDENCE 4625 IN131AN RIVER DRIVE FORT PIERCE, FL LEVEL_ 3 PLAN NOTES: RENOVATION 1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify "' 21-009 and be responsible for dimensions and field��������h conditions of job. V 2. Not Used COVER 3. Dimensions (Exterior) from face of masonry or concrete, INDEX, NOTES to face of wall sheathing on stud, and (Interior) face of wall CODE ANALYSIS finish (Masonry or gyp. bd) to stud wall finish unless otherwise noted. Studs assumed to be nom. 4 interior & 6 exterior wall UON 4. Door head heights shall be 6 —8 unless otherwise �� noted (U ON ).�H,HHNNNNN' NNNNNHHN 5. Window unit designations are based on typical 1/435 = 1'-0" aluminum units. A 1/2" insulated glazing unit is recommended. A comparable size�' P / quality �� 10 16-21 unit by various manufacturers may be used �,,,���� as long as the required wind load presures are 4rw ��f. rea ceritified in q.q1M1,p,I,1ia rl.c.il ch=WRMC Ztw —C> _541E� REVIEWED FOR CODE COMPLIANCE S . L Cygy^n I E�p�gCOUNTY S4A'+nd' bC \ \r r ..,, ..... ... ,,,. .. ,,. ,.\\\\\G1\P\\\\\\\\\\\\\\UCv\\U\..\V\C\\\\v`,`vUv`,`vQ\\\\\\\\\\\\\\\U\oyACv\\Q\\",v\Rv.`w'i++15..??s..u'.v\\`U\\\\\\\\\\\\\\\\UfpH//H////O/H/.✓M:avow\CA\\\\\\\\\\a\\\\�vY�Yi....w\\\\'a`�\\vXtt'G:... //r<✓G //✓O// di/,S@AV`vR�yLEL/NNe%i.PPCA.O`d:AVRA�' NLONN.EAXRNe4FRVAAAAAm�tt.F'3iubv�4.k3T3YF// XN.d/IFTR/vs� ..'..... AAAO:S;fV.vAAA\HVAA`&Mn. ..-rITVAAAAAVAAAAAADAAAAAAAAAAAAAUVAUAAAAA////////H/////?/�.F t ,D'.K.:C>.�AAC�6AAA .. .... ...... .A' //" .�W HL Ea H/////H /////H////d&,.:..e , ... .... ... \\ ,.. �4Yi\\'V\\Yy////////rv'AF r. //FHY6�9NNNNNNa\\ yrii::_ mmHHmmH 9. Occur- 2021: STRUCTURAL NOTES GENERAL ALL MATERIALS AND WORKMA M TO THE LATEST EDITION OF THE FLORIDA BUILDING COD 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DIMENSIONS WHERE NO DIMENSION IS PROVIDED. CONSULT WITH THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 3. DESIGN LOADS: FIRST FLOOR LIVE LOAD 100 psf(Min 40psf) SECOND FLOOR LIVE LOAD 40psf ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 10 PSF RISK CATAGORY II WIND LOAD 160 MPH IMPORTANCE FACTOR 1.00 EXPOSURE CATEGORY B (BASIC CLADDING DESIGN PRESSURE 0 30' MRH Q ® ZONE 4 Wall = 61.7 PSF & END ZONE 5=74.4PSF) ACTUAL HEIGHT (MRH) = 25 FT 4. THE CONTRACT ARCHITECTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED FACILITY. UNLESS OTHERWISE SHOWN THESE DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 5. THE FOUNDATION DESIGN SHOWN IN THESE DRAWINGS IS BASED ON THE ASSUMPTION THAT THE SOIL BENEATH THE BUILDING IS WELL COMPACTED SOIL WITH MINIMUM ALLOWABLE BEARING PRESSURE OF 2,000 PSF. THE CONTRACTOR SHALL HAVE ALL FILL TESTED FOR COMPACTION TO CONFORM TO 2000 psf ALLOWABLE BEARING PRESSURE OR TO OWNER FURNISHED SOIL REPORT RECOMMENDATIONS FOR COMPACTION AND SOIL BEARING CAPACITY. 6. IF APPLICABLE -TRUSS SHOP DRAWINGS SHALL BE SUBMITTED BY THE OWNER OR CONTRACTOR AS REQUIRED TO BUILDING DEPARTMENT FOR PERMITTING. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA. SHOP DRAWINGS SHALL SHOW SIZES, DESIGN VALUES, MATERIALS AND DIMENSIONAL RELATIONSHIP OF COMPONENTS AS WELL AS BEARING AND ANCHOR DETAILS FOR TRUSS TO TRUSS AND/OR TRUSS GIRDER CONNECTIONS. 7. MASONRY UNITS: STANDARD UNITS: ASTM C90. GRADE N-II, NORMAL WEIGHT 8 x 16 INCH FACE SIZE, 8" THICKNESS. TYPE II, MOISTURE CONTROLLED UNITS W/ DRY BLOCK HOLLOW LOADBEARING BLOCK: ASTM C 90 (FL MODIFIED C90) WEIGHT CLASSIFICTION: NORMAL WEIGHT. (125 pcf MIN.) COMPRESSIVE STRENGTH: I'm = 1500 PSI MORTAR FOR UNIT MASONRY. COMPLY WITH ASTM C 270. CEMENTITOUS MATERIAL: PREMIXED MASONRY CEMENT OF FORMULATION REQUIRED. AGGREGATE: NATURAL OR MANUFACTURED SAND USE TYPE S MORTAR W/ DRY BLOCK IN MORTAR MIX. RUCTURAL LUMBER & FRAMING NOTES 1. THE QUALITY OF LUMBER AND THE DESIGN FOR LOAD SUPPORTING MEMBERS SHALL CONFORM TO THE STANDARD: "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS", LATEST EDITION. 2. MINIMUM LUMBER GRADE SHALL BE AS FOLLOWS: TIMBER GREATER THAN THAN 5" THICK SYP, 20% m.c., #1 WITH fb = 1500 psi LEDGERS, HEADERS, JOIST SYP, 19% m.c., #2 WITH fb = varies w/size BEAMS, BLOCKING, PLATES, ETC. STUDS AND BRACING SYP, 19% m.c., #2 WITH fc = 975 psi TRUSSES: SYP, 19% m.c., #2400fb(CHORDS); #3(WEBS) 3. WOOD IN CONTACT WITH MASONRY, CONCRETE OR EXPOSED TO WEATHER TO BE PRESSURE TREATED. 4. PLYWOOD SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF U.S. PRODUCT STANDARD P.S.I., AMERICAN PLYWOOD ASSOCIATION. ROOF DIAPHRAGMS SHALL BE STRUCTURAL 1, C-D EXTERIOR GRADE. 6. NOT USED 7. NOT USED 8. NOT USED 9. NOT USED 10. WHERE ROOF DECK IS 5/8" CDX PLYWOOD, PLYWOOD SHALL BE PLACED IN FULL 4'x8' PANELS AS MUCH AS POSSIBLE, WITH LONG DIMENSION (FACE GRAIN) ORIENTED TO SPAN ACROSS TRUSSES. PROVIDE PURLINS BETWEEN TRUSSES ALONG LONG EDGES OF PANELS, WHEN PANELS ARE ATTACHED DIRECTLY TO TRUSS RAFTER. ATTACH WITH WITH 10d DEFORMED SHANK NAILS AT 6" O.C. AT ALL PANEL EDGES AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. CONCRETE 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 318 AND STANDARD BUILDING CODE REQUIREMENTS. 2. ALL CONCRETE SHALL BE REGULAR WIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A 28 DAYS. 3. ALL CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND APPROVED BY THE OWNER, IF REQUIRED BY OWNER. 4. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE OWNER & AND AVAILABLE FOR THE BUILDING DEPARTMENT IF REQUIRED. 5. AGGREGATES IN REGULAR WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 6. PORTLAND CEMENT: TYPE I OR 11 CONFORMING TO ASTM C-150. LOW ALKALI, MILL TESTED WITH CERTIFICATES OF COMPLIANCE REQUIRED. 7. CONCRETE MIXING OPERATIONS. ETC. SHALL CONFORM TO ASTM C-94. 8. UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVER FOR REINFORCING BARS TO FACE OF CONCRETE SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED ------ 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED ------- 2" C. WALL EXTERIOR FACE ------------------- 1 1/2" D. WALL INTERIOR FACE ---------------------- 1 " 9. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PROIR TO PLACING CONCRETE. 10. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO THE CONCRETE AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC. 11. PROJECTION CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED SHALL BE FORMED WITH 3/4" CHAMFER, UNLESS SHOWN OR NOTED OTHERWISE. 12. ROUGHEN ALL CONSTRUCTION JOINTS TO A MINIMUM 1/4" AMPLITUDE. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI-318) AND THE "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. MAIN REINFORCING STEEL - A615 GRADE 60 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 4. REINFORCING SPLICES, WHERE REQUIRED, SHALL LAP 40 BAR DIAMETERS OR 24 INCHES MINIMUM AT ALL SPLICES. 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN -PLACE INSPECTION IS MADE. 6. MASONRY REINFORCEMENT: JOINT REINFORCEMENT -PROVIDE WELDED WIRE UNITS SPACED AT 16" O.C. VERTICALLY FOR RUNNING BOND, 8" O.C. VERTICALLY FOR STACKED BOND. PREFABRICATED WITH DEFORMED CONTINUOUS SIDE RODS (3/16" DIA.) AND PLAIN CROSS RODS (0.1483" DIA.) INTO STRAIGHT LENGTHS OF NOT LESS THEN 10" WITH PREFAB. CORNER AND TEE UNITS. TRUSS OR LADDER DESIGN. 11. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SET FORTH IN TABLE 2306.3.1 OF FLORIDA BUILDING CODE. ALL NAILS SHALL BE COMMON NAILS U.O.N. ALL NAILS USED FOR EXTERIOR WALL/ROOF FRAMING SHALL BE HOT -DIP GALVANIZED. 12. BOLTS SHALL BE GALVANIZED STANDARD MACHINE BOLTS WITH MALLEABLE IRON OR GALVANIZED STEEL PL. WASHERS WHEN HEAD OR NUT BEARS ON WOOD STAINLESS STEEL BOLTS & WASHERS MAY BE USED INSTEAD OF GALVANIZED. HOLES FOR BOLTS SHALL BE DRILED WITH A BIT 1/32" LARGER THAN NOMINAL BOLT DIAMETER. TIGHTEN ALL BOLTS BEFORE PLASTERING. 13. LAG BOLTS AND SCREWS SHALL BE PREDRILLED. THE DIA. OF PREDRILLED HOLES SHALL BE 60% OF SHANK DIAMETER. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. PENETRATION OF THREADED PORTION SHALL BE 7 DIAMETERS MININUM. 14. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE APPROVAL OF OWNER & ARCHITECT OF RECORD. ANY CUTTING, NOTCHING OR BORING OF WOOD SHALL CONFORM TO THE LOCAL BUILDING CODE. 15. ALL HARDWARE CONNECTING WOOD MEMBERS SHALL BE RECESSED WHEN REQUIRED BY ARCHITECTURAL FINISH. VERIFY WITH ARCHITECTURAL DRAWINGS. 16. ALL WOOD CONNECTIONS INDICATED BY SIMPSON STRONG TIE UNLESS OTHERWISE NOTED. USP, SEMCO OR OTHER MANUFACTURERS MAY BE SUBMITTED IF THEY ARE EQUAL OR BETTER IN CAPACITIES, INCLUDING UPLIFT, LATERAL AND GRAVITY LOADS. 17. ANY NEW EXTERIOR FRAMED WALLS & SHEAR WALLS SHALL BE 2x6 AT 16" O.C. AND SHALL BE SHEATHED WITH MIN. 1/2" PLYWOOD NAILED WITH 10d NAILS AT 6" O.C. ALONG ALL EDGES & 12" O.C. AT INTERMEDIATE SUPPORTS TYP. ANCHOR/ CONNECTOR SCHEDULE **a. Refer to plans -- CONNECTORS NOT NECESSARILY USED. MARK MANUFACTURER QTY EA. PART No. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT LATERAL F1/ F2 REMARKS FL. PROD NUMBER _ 1.1C SIMPSON (1) HHETA 16 12-10d x 1-1/2 TRUSS/BM to CMU 1310 LBS. 315/270 TRUSS (BM) TO CMU 1901.23 2 SIMPSON **a MSTA24 12 -10d x 1-1/2 LINTEL BM to STUDS 1465 LBS. - VERT. OP'G LINTEL & STUD PLATE ABV. BELOW 1901.51 3 SIMPSON (1) H10 9-10d PLATE 10-10dx 1-1/2" TRUSS TO BEAM 780 LBS. 505/450 TRUSS TO SM. 474.96 3.5 SIMPSON ( 1)WIM 2-10d x 1-1/2" 3.5x 7.25 2 TITAN scREEws SM. TO WALL 33$0 LBS - BM-1, to CMU COLUMN 1218.133 4 SIMPSON (1) H16 TITAN4SCREWS 4 TRUSS TO BM or WALL 1300 LBS. - TONCMUTWALMAIN TRUSS 1423.3 4A SIMPSON (1) HGAM 10 4 STITAN/SCREW32 TRUSS TO BM/WALL/ ROOF 850LBS. 870/815 CONNECTION (CMU)S TO 1423.9 5 SIMPSON I 1 ( ) MTSM 16 ?-1od 4-1 4x2-1 4TITEN UPLIFTvSTRAP OR FIELD RETRO REPAIR $60 LBS. - TRUSS S ro BM. OR TRUSS to Exist. CMU 1423.19 5.1 SIMPSON *a LU28 8-10d 8-10d x 1-1 2 RAFTER TO BM OR RAFTER TO RIDGE 850 LBS. - RAFTER TO BM. & RIDGE 474.273 6 SIMPSON I *a GLTV5.259.25 4-16d, 6-16d 5.5"x9.25" 8-16d Bm, BM TO BM OR BM TO WALL 1640 LBS. UP 10500 LBS. DIN BM & BM-7 to wall BM-4,5,6 to BM-2;BM-2,3to M s. 1218.73 7 SIMPSON *a GLTV5.2511.2g4-16d, 6-16d 5.25"x11.25" 8-16d Bm. BM TO BM OR BM TO WALL 1640 LBS. UP 10500 LBS. DIN BM-1 to wall BM-3,3 to BM-7 1218.73 8 SIMPSON LTS16 16-10d x 1-1 2^ 1An8.1 GABLE TRUSS TO BM 1260 LBS. 75/125 1423.14 SIMPSON - HGT-2 2-3/4" A.B. TRUSS GIRDER TO CMU 10980 LBS. - 1423.15 g SIMPSON CBS 66 2-5/8" BOLTS POST TO CONIC. 4200 LBS. 6x6 POST to CONIC. SLAB/ FOUNDATION 474.45 , 9.1 SIMPSON 4-1Od CPS6 5 8" BOLT POST TO CONIC. BOLT 9" EMBED 4490 LBS. 6x6 POST to CONIC. SLAB/ FOUNDATION 474.6 10 SIMPSON MBHA 3.56/ 18-10D 11.25 1-ATR3/4". BM. TO WALL 7250 LBS. - BM to CMU WALL 538.10 SIMPSON - 6-8d x 1 1/2" A35 s-8d x 1 1/2"450 MISC. FRAMING BRACING LBS. BRACING TO TRUSS 474.4 SIMPSON ]q12 - SDS 1/4 x1.5'j TITEN SCREWS MISC. FRAMING BRACING200 LBS. 525 SHEAR BRACING TO TRUSS 1463.46 SIMPSON - SIDS 1/4 x2.51 TITEN SCREWS MISC. FRAMING BRACING 240 LBS. 525 SHEAR BRACING TO TRUSS 1463.47 12.2 SIMPSON 13 SIMPSON - 1 **a SIDS 1/4 x4.5 TITEN SCREWS RSP 4 4-ad x 1 1 2" I4-8d x 1 1/2 MISC. FRAMING BRACING STUD TO PLATE TOP & BOTT. 445 LBS. 315 LBS. 525 SHEAR 210 305 / BRACING TO TRUSS 1463.50 474.306 14 SIMPSON - RCWB-12 <2-16d -Plate 1-8d stud STUD BRACING - - DIAGONAL BRACING - 15 I SIMPSON 1 ( ) HTT20B 5/s AS 10-16d Sinkers COLUMN HOLD DOWN 1750 LBS. - ADDED TO COL 2/A.1 & C.9 503.21 K• S S .. C! MID (8'0" SPACING) TYP. TYP. CORNER MULTI -STUD TYP. MULTI STUD ANCHORED W/ - SIMPSON HTT208 U.O.N. TYP. STUD ANCHORED W/ SIMPSON RSP 4 TOP & BOTT. SIMPSON A35 I� (TYP. U.ON.) LA 2-16d EA. STUD ABOVE LINTEL ° LINTEL j LINTEL cr ca ca � I SIMPSON STA24 STRAP m m TIE EA. DE W/ 18-10d, 1%2 A VE 1/2 BELOW t 71 � LENTE 0 STUDS) N N N (UPLIF CAP.= 1465# MIN. OP ING 00 I II OPE I G i €I ] €r) s � II DBL PT 2X PLATE PRE BRED. REMODEL EXIST: G SINGLE PLATE. 1/2"D`c. x 8" LG (4" MIN. EMBED TIE BEAD/MASONRY) @ EA. END & @ 48" O.C. (TYP. U.O.N.) Q INTERIOR WALLS. (0.177"-x 3" SHOT PINS 0 NON -BEARING WALLS CONNECTORS 0 32" O.C. ALT.) T P` A FRAMING SECT I° SCALE LINTEL NOTES 0 ,EXTERIOR LOAD BE,ikRING (2x4 STUDS U.O.N.) 3'-0 TO 6'-8" (2) 2X8 W/ PLYWD 6'-9 TO 10'-8" (2) 2X12 W/ PLYWD ,INTERIOR LOAD BEARING (2x4 STUDS) 3'-0 TO 6'-8" (2) 2X6 W/ PLYWD 6'-9 TO 12'-0" (2) 2X10 W/ PLYWD ,INTERIOR NON -LOAD BEARING (DBL 2X4 PLATE/STUDS U.O.N.) 11 /15/21 EXTERIOR FINISH & WINDOW REMODEL 1/17/22 PERMIT COMMENTS lip f 0� ■ 8m;tNe- • LIC. It AR 0013444 Wv 407-628-8982 407-628-8982 Remodel for STEVE FERREIRE RESIDENCE III 1r - •- NOTES Anchor Schedule k1\wT\\\7 .: AO.2 INTS 00A LN 10-16-21 rvem ap rea Cl L_ BEDROOM 3 12'-2" X 8'-b" HALL BATH T-b" X 9'-2" in U a BEDROOM 4 CLOSET 2'-8" X 4'-0' CLOSET 2'-8" X 5'-4- 9 BEDROOM 2 14'-5" X 14'-2" DEMO EXISTING STAIR 01-05ET MA5TER BDRM 1 T-5" X 14'-9" EXIST FIREPLACE LIVING AREA 1012 50 FT DEMOLITION 2nd FLOOR PLAN A 1.1) SCALE : 1/4'-1'-0' (1/8' HALF SIZE) EXISTING EXTERIOR FRAME WALL EXISTING INTERIOR WALL TO REW DEMO EXTERIOR WALLS DEMO INTERIOR WALLS DEMO WINDOWS AND PREP FOR REPLACEMENT WINDOWS DOOR TO BE REMOVED. REFER TC PROPOSED PLAN FOR REPLACEME DOORS. DEMO ELCT. SERVICI WEATHER HD, METER & MDP DEMOLITION 18t FLOOR PLAN SCALE : 1/4'-1'-0' (1/8' HALF SIZE) No. Date Deecrpuon 1/17/22 Permit Comments 111 ARCHITECT Graphic Designer Fort Pierce, FI 34982 407-304-0264 readesignlegmail.com Remodel for STEVE FERREIRE RESIDENCE 4625 INDIAN RIVER DRIVE FORT PIERCE, FL 21 DrawkV TOP DEMOLITION 1 st FLOOR PLAN 2nd FLOOR PLAN Draw Not A 1.1 1/4 99 = 1'-0" 18" Dato 1-17-22 Drawn Br- rea Checked BY 4 S2.1 CLOSET 2'_3. x 4'_0" BEDROOM 3 CLOSET :: X 3�_4" 12'-2" X 8'-6" r�sFT open 16 openter 4B'SQO" 2 HALL BATH T' 4"IXT9 3" CLOSET open L wunter Wx 2Y mounter MASTER BATH � i 1 31 1 2nd FL REINFORCEMENT SCALE 1/4'-1'-0' (1/8' HALF SIZE) 2ND--FL-REINFORCE—PLAN KEY NOTES 0 1. ADD NEW JOIST SISTERED TO EXISTING JOIST 016" MAX. SPACING. WITH 3-16d NAILS ® 12" O.C. (LIQUID NAIL RECOMMENDED). 2. ADD 2X BRIDGING BETWEEN JOIST, SPACED 016" O.C. FOR 5 SPACES. ANCHORED WITH SIMPSON A35 OR EQUAL CONNECTORS. 3. CONSTRUCT 4"NOM. WALL INSIDE BATH TO ACCOMMODATE THE POCKET DOOR AND PLUMBING. 4. CONSTRUCT 4" NOM. THICK KNEE WALL TO ACCOMMODATE THE PLUMBING. 5. CONSTRUCT 48" HT PARTITION BETWEEN TOILET AND TUB. BEDROOM 2 14'-5" X 14'-2" ❑Ai CLOSET MASTER BORM 1 T-5" X 14'-9" EXIST FIREPLACE at TUB -- A #1 PKG UNIT O . (AC SUPPLY—. UP CHASE & IN SOFFIT � --- BM-7 +1 6 w KITCHEN +I ?i BM-4 � I L New 2nd Floor support Bea I +I ' CV 1 / N +I r - 7c _ & 1.9 " �g ' i.. ids' 6" Embed r a %4 4 2'-0' Min. FOOTING�ETAIL 1 21 SCH.40 PIPE COL. LEVELING NUTS & GROUT INFILL 4-1 2" DIA. BOLTS EPO Y EMBED 6" MIN. CONCRETE FOOTING W/ 2-#5 BARS EW 2" MIN. COVER TYP. COLUMN DETAIL SCALE NTs 0 DINING 17'-6"± 12'-5"± (15 treads) 5'-014 16 Risers = 9'-10.5" ± FL to FL 4E Enlarw _ _ _ BM-6 Tread —r Ir oe isrs C ----Exist J - — - — - — New 2nd Floor ` ^ ^ L support Beam New 2nd Floor support Beam U A N N J In a- Ld J 0 z z (n A M SCHEDULE MARK SIZE W X D X L QTY. NOTES TOP BM. OF A.F.F. BM-1 8 3/4"x11 1/4"x 12'-2" L PARALAM PSL 9'-0"f BM-1.9 s 3/4°'x11 1/4"x s'-s°'±L PARALAM PSL 9'-O"± BM-2 8 3/4x 11 1/4%7'-6"± PARALAM PSL 9'-0"± BM-3 8 3/4'° x 14"x s'-s"±L PARALAM PSL 9 -0 t PARALAM PSL BM-5 5 1/4x 11 1/4"x 17'-6" L PARALAM PSL 9 -O'± BM-6 5 1/4x 11 1/4% 17'-6" L PARALAM PSL 9'-0"t BM-7 5 1/4x 11 1/4% 14'-7" L PARALAM E'-O"t STRUCTURAL —PLAN KEY NOTES 0 1' ® INDICATES THE SIMPSON ANCHOR. REFER TO THE SCHEDULE ON SHEET AO.2 CONSTRUCT WALL POST OF 4— 2x6's TO PROVIDE MIN. 5 1/2" FACE FOR 2' ANCHORING BEAM HANGER OF HGLTV SERIES. STRAP NEW POST TO EXISTING STUD J 3. JACK & LEVEL 1ST FLOOR, REPAIR EXISTING SUPPORT BEAMS, ADD 2X6 CLEATS 36"+/— EACH SIDE OF BEAM AT DAMAGED AREA W/ 3-1/2" NAILS ® 8"O.C. INSTALL NEW JOISTS AS REQUIRED —SISTER TO EXISTING JOISTS W/ 3ROWS NAILS 012" O.C. AND ANCHOR TO BEAMS WITH APPROPRIATE ANCHORS. 4. SHORE, JACK & LEVEL 2nd FLOOR BEFORE INTAI_LING NEW BEAMS AND PERMANENT COLUMNS. 5, REMOVE OR TRIM EXISTING WALL MATERIALS AS REQUIRED TO PROVIDE SURFACE TO INSTALL NEW BEAM. 6. THE SIMPSON #6 & #7 BUCKET SHALL BE 1/16" WIDER THEN THEN THE BEAM WIDTH TYP. THE TOP FLANGE FOR THE WALL MOUNTING MAY NEED TO BE REDUCED TO 6" BASED ON FIELD CONDITIONS. V V- 7, NEW FOOTINGS TO BE MIN. 24"X24"X10"D WITH 2—#5 BARS EA WAY 0 2" MIN ABOVE BOTTOM. ADDITIONAL #5 BARS FOR LARGER SIZE. 8, JOISTS TO BE ANCHORED TO BEAMS WITH SIMPSON H10, H2.5A OR ANY OTHER CONNECTOR WITH COMPARABLE LOAD CAPACITIES ON THE ANCHOR SCHEDULE ON AO.2. ------------- T Exist. Footing & DINING BRICK PIER 0 oy I ■ Est under Flxioor Beam 12'-81,± 16'-10"± 17'-6"± L_ -1 Exist. Masonry KITCHEN 12'-5"± (15 treads) 16 Risers = 9'-10.5" ± FL to FL O ■ ' temp Post isrs 3 3 ------ -- EI0R 1 \� 2 . New Footing m temp Pos N New Footing temp Post - iv 3 N +I ■ 5'-0"± Enlarged 1 Tread d Lv Na Date DeecrOtlon 11/12/21 Permit Comments 1/17/22 Permit Comments ARCHITECT Graphic Designer LIC. # AR 00134" Fort Pierce, FI 34982 407-304-0264 readesignlegmail.com Remodel for STEVE FERREIRE RESIDENCE 4625 INDIAN RIVER DRIVE FORT PIERCE, FL Lo Exist under Project NW 21-009 I 1 1 .�c Floor Beam e I DrawMtp Title LIVING ROOM I Exist. Footing LIVING ROOM STRUCTURAL- 1 1 p Post 1 st FLOOR 2 - FRAMING PLAN N O fV ■ O - °�"�"� S 2.1 r D D 7 C � � mini -split _ t'C11 mini -split (Ci1 8cela 1 /4" = 1—Ofe C 2 2nd FLOOR SUPPORT PLAN 1 1st FLOOR SUPPORT PLAN ImisDa� 10-16-21 S 2 1 SCALE 1/4'-1'-0' (1/8' HALF SIZE) 5 2.1 SCALE 1/4'-T-0' (1/8' HALF SIZE) Drawn Sr. rea Chsclmd BY 17'-6"± "'-0 12'-6" ± 5± 15 Treads 11 Wall Mt Railing Above Ceiling EXIST FLOOR 5 QTR. WOOD TREADS STRUCTURE HandRailing B Blow Ceiling Mounted to c1c ar Glass or Plexi NEW BM. gaurd railing 42" abv Treads Screen, Glas or Plexi Riser NEWL POST 10"CHANNEL STRINGERS (2) TREAD SUPPORT CLIP STAIR SECTION 52.2 SCALE : Vr-r- ' (W NAIF aW STAIR - TOP S2.? SCALE : 3• - i,-v :1 v O "± first s e from sub o r 112" BASE PLATE ANCHORED TO FLOOR JOIST (OR 2X BLOCKING AS REQUIRED) Sk :j Exist under M Floor Beam 16'-10.± I 17'-6"± 12'-51'± (15 treads) 16 Risers = W-10.5" ± FL to FL N c BM-6 0 3 STAIR - BOT S2.2 SCALE : 3' -1'-0' 5'-0"± Enlarged 1st Tread New 2nd Floor support Beam 1 STAIR PLAN S2.2 SCALE : V4r-ra CV 14r a= —Exist op'g7 Revwarw No. Date Deea(ptbn ZX 1 17 22 Permit Comments E. ARCHITECT Graphic Designer LIC. # AR 0013444 Fort Pierce, R 34982 407-304-0264 readesignlegmail.com Remodel for STEVE FERREIRE RESIDENCE 4625 INDIAN RIVER DRIVE FORT PIERCE, FL Fr0jed NW 21-009 Drawtp TIft , PRELIMINARY FLOOR ,PLANS °ra"kV Nov S 22Scalm ' 1/4" = V-0991 beue Date 1-17-22� Drawn Bir rea Padwd Br - 6 BEDROOM 3 12'_2" X Z L BATH T-b —XIT-2" 0 2868 CLOSET "P. A ✓ I� II caunUr . WX 23' counk MASTER BATH ^ 1 1 —13-2" X 1 V-1 5 J�m To I OL05ET 7-5" X 4'-0" 2'-15" X 3'-4" 2068 3 BEDROOM 2 14'-5" X 14'-2" MASTER BDRM 1 T'-5" X 14'-9" ■*7F3r4T;14Js_C.Te nwp//I/ CLOSET FLOOR —PLAN I WALL —TYPE —LEGEND � KEY NOTESDate its 11/12/21 Permit Comments EXISTING FRAME WALL � 11 /15/21 Exterior Revisions 1. KNEE WALL 36" HT WITH 10" WIDE CAP BETWEEN COLUMN AND WALL. (OPTIONAL SHELVES ABOVE) NEW 2X4 or 2x6 STUDS ® 1 17 22 Permit Comments - 2. TYPICAL FRAME SURROUND ON TUBE COLUMNS, APPROXIMATELY 16" D.C. EXTERIOR WALL 12"X12". REFER TO DETAIL. T1111ZZZ NEW 2X4 STUDS ® 16" "� "EN' 3. CONSTRUCT 4"NOM. WALL INSIDE BATH TO ACCOMMODATE THE O.C. INTERIOR PARTITION POCKET DOOR AND PLUMBING. 4. CONSTRUCT 4" NOM. THICK KNEE WALL TO ACCOMMODATE THE PLUMBING. METER 5. CONSTRUCT 48" HT PARTITION BETWEEN TOILET AND TUB. 6. CONSTRUCT NEW WALL 2X4 STUDS W/ 1/2" GYP. BD MDP BEDRM SIDE, Pane PURLE BD BATH SIDE AND SOUND INSULATION IN CAVITY. GARAGE " IN- 7. CONSTRUCT WALL WITH 2X6 STUDS W/ 1/2"PURPLE BD. BOTH 18'-2" X 20'-1 SIDES FOR PLUMBING. O H4'-1 n± 9._0" Future Dryer 6" STUD WALL ONSTRUCT PLATFORM PLUMBING ®APPROX. 12" ABOVE du GLG ARAGE) W/ STAIRS. �Dnyer ON 0 HVAC supply grille FAUX BEAM SOFFIT/ — CHASE +I CO CV drop -In RANGE REF IFRZ -H LO Kitchen Elevation A3.1 SCALE : V4"-r tiff HA(P SIB tl O I LO let Floc F.F. E Vanit PantryA3.1 SCALE Pantry v4'"e o D Cab. Elevation cLG A3.1 SCALE : V4'-ry (Uf t mP a=) 2nd Floor Vanity Elev co A3.1 SCALE • — V r-T-v (Vf HaP) 8'-2"base Garage Gig 4'-O'bast 2'-0" 1 2'-011 Mi i split G#3 GU-1 F-11 2 DFLo G#2 G U-1 F10 A #1 PKG UNIT 0 ROP IN RANGE W/ — ICRO/ HOOD OMBINATION ABOVE E Bath #1 6 0 +I o _^ NEW tSKyi1�n ENTRY sl." li nt D FRZ I C+OI N SURROU DEI I2 T AT FIN. FL. ELEVATION (APPROX 12" ABOVE GARAGE) Q DINING 17'-6"± �,. v �< iJ RICHARD E. ATWOOD ARCHITECT Graphic Designer LIC. # AR 0013444 1151D I'> M= KITCHEN u• ► ao12'-5"t Fort Pierce, FI 34982 treads) ® (15 5'_p,.$407-304-02t)4 °?`�isers = 9'-10.5" ± FL to FL readesigniwgmail.com OFFIT (AC SUPPLY -'+IOXED Enlarged 1 t UCT) UP CHASE N 116 BM-6 Tread SOFFIT � _ 0 ell Risrs Exist o 'g 10 BM-4 _ 2 BM-5 o 'I116pT New end Floor N support Beam Remodel for � support Beam 3 � STEVE FERREIRE NEW FRAMED SURROUNDS © RESIDENCE -1015/1(". ear to P I N New 2nd Floor iv +I support Beam s'-10 7!s"t C9 m 4625 INDIAN RIVER DRIVE Clear to Pool b) FORT PIERCE, FL NEW FRAMED SURROUNDa 1 LIVING ROOM 1 NEW FRAMED EXIST FIREPLACE KNEE WALL CV O ==u 0 1 0 ��� mini -split AM � Project No. - 21-009 Railing-42" ht w/ 4 SMU-1 Draft Titles wood cap. LIVING BALCONY ® 1 st & 2nd AREA 1V-10" X 1 r-11" Table PORCH FLOOR 1012 SQ FT & � 16'-4" X 11'-9" PLANS Seating DmftNm- A 3.1 Area t 1/4 99 = 1 '-0" 2 2nd FLOOR PLAN 1 1st FLOOR PLAN ® ® how A 3.1 SCALE 1/4'-1'-0' (1/8' HALF SIZE) A 3.1 SCALE 1/4"-1'-0' (1/8' HALF SIZE) 10-17-21 Drawn BY rea Cheaed Br. E2 ELI 0 WIND PRESSURE CHART RwAdorw g OPENING AREA NEGATIVE WIND PRESSURE +00 POSITIVE WIND PRESSURE WALL —TYPE —LEGEND EXISTING FRAME WALL NEW 2X4 or 2x6 STUDS 0 16' O.C. EXTERIOR WALL NEW 2X4 STUDS ® 16" O.C. INTERIOR PARTITION 51.6 s.f. +41.1 42 I Future Dryer ashef ;Dryer) M I split ° G# GU- 1 2 111 2L Ll G#2 U_1 a +46. ° A #1 - PKG UNIT 0 O ° a 71 GA GE 16'-2" x 20'-1" �14'-N X 614L 51.6 s.f. +41.1 1412 III Bath #1 O +44 DINING 9 �IIIIIIIIIIII ., o �111111111111 Na Date Deem"lon 11 /15/21 Exterior Revisions p�n� ti� RICHARD E. ATWOOD ARCHITECT Graphic Designer LIC. # AR 0013444 Fort Pierce, FI 34982 407-304-0264 readesignl•gmail.com p1h�" Remodel for 3 STEVE FERRFIRE +4,89� 0 ,5.6 s.f. 44.5 RESIDENCE 1015/1 " POOL ear to P ol 8'-10 7/8" t zz.a s.f 4625 INDIAN RIVER DRIVE Clear to Pool +42s FORT PIERCE, FL LIVING ROOM 15.6 s.f. O 44.5 O r D Alnl-3spilt C.l' 1447s.f . R' Na` 21 —009 +46.0 SHU-1 prawft TRIG 4 ® EXTERIOR Table PORCH +. a37 FINISH 16°-4" X 11'-T PLANS � Seating . � +43.6H � ® ©rDrauNa:/fj �"nArea L30525H 4452FX 4452FX 30525H +.7 1 /4„ ® ® han Data 15.6 s.f. 22.3 s. 122.3 s. 1_6 s.f. 1 1 —1 rJ-21 +44.7 +43.8 +43.6 +44.7 Drown W. rea Checked By FRONT SCALE: w i Exist ,n r-w_m East) ELEVATION I REAR (West) ELEVATION -SIDE South) ELEVATION North) ELEVATION /1 5L21 Exterior Revisions W-11• 011.1m X[olr ,F.V- WiTev-7mram, yimn,.aw 407-304-0264 a or &m m ,*,! mm I =1* 4! M_ I ProjedNo.. 21-009 EXISTING ELEVATIONS DmWkV Mw A4.1 scalm 1/4" = 1 t-oll hmm Datw 11-15-21 gown By- rea Cho&ed Dr. V I E W E D L I A N C F I E BOCC osed FRONT ( REAR East) ELEVATION f/est) ELEVATION PROPOSED SOUTH ELEVATION PROPOSED SOUTH ELEVATION 11/15/21 Exterior Revisions In ARCHITECT Graphic Designer Fort Piierce, FI 34982 407-304-0264 readeFsignl*gmail.com Remodel for STEVE FERREIRE RESIDENCE • 1.-.. i. EXTERIOR PROPOSED ELEVATIONS ------------------------ 1/4" = 1'-091 1 1-15-21 rea V=,'!'�`,',=.ViEWED FOR "O�'C)" COMPLIANCE POCK'; NEW OVERHANG EYEBROW FOR PLUMBING CHASE NEW CONCRETE STOOP & STAIRS EXISTING ROOF & METAL ROOFING WOOD RAFTERS 016" O.C. WITH CROSS BRACING. ATTIC ACCESS &PULL DOWN LADDER ?/,/"/ EXISTING CEILING JOIST (2X6 016" O.C.) EXISTING WALL O.C.) (2X4 016" TYP. JOIST TYP. JOIST —BM-4 BEHIND & BM-6 BEYOND BM-7 BEYOND BM-1 2 NEW STAIR WITH STEEL STRINGERS AND OPEN RISERS. TYP. WALL TYP. WALL POST BEAM POST BEAM SUPPORT SUPPORT PIPE COL—/ TYP. JOIST TYP. JOIST EXIST. FIRST SUPPORT REQIRED SEE A2.1 DETTAILAIL TYP. — BEAM REPAIR AS .1 A BUILDINGB OTION A 4.3 ) SCALE : 1/4'=1'-O' (1/8' HALF SIZE) (OR INSULATION OPTION) " u �iop— we o I ge t ::Az, rr I Ap s "J� I_10901:10FAVI•M rklE'111Wi'a' 9[01011 R 1 FIBERGLASSON OR ROCK + INSULATION WALL STUD CAVITY. ---- ------ T Rem Na Date 11 /15/21 Exterior Revisions (INSULATION OPTION) �T aiaySa� l? VApam- fr � i q i F-T Tp, e' CORNER ':. .R'. • �! 4 1? ! I :•, • a • 11 IWW scow 1/4" = 1'-0" Imm Data 11-29-21 Drawn By. re a Checked Br REVIEWED O P COMPS MNCU-', JC BOCCE 2 2nd FLOOR PLAN M 3.1 SCALE : 1/41=1'-0" (1/8' HALF SIZE) HOUSE HVAC SCHEDULE MARK (REPLACEMENT) CU-1/AHU-1 (AC-2 2ND FLOOR) (REPLACEMENT) AC-1 PKAGE UNIT (1ST FLOOR) NOMINAL TONS OF CU 3.0 3.0 TOTAL COOLING LOAD 28.42 37,600 SENSIBLE COOLING LOAD (MBH) 27,700 AHU CONFIGURATION HORIZONTAL HORIZONTAL AHU DIMENSIONS D X H X W (IN.) 19X22X49 NA SUPPLY AIR (CFM) 1000 1200 EXTERNAL STATIC PRES. (IN W.C.) .5 .5 ENTERING AIR DRY BULB (DEG. F.) 80 80 ENTERING AIR WET BULB (DEC, F.) 67 67 EVAPORATOR FAN HP 1/6 INDR 1/3 — OUTDR 1/2 ELECTRIC HEAT LOAD (MBH) 15/17.4 27.3 KW ® 240 2.8 7 2/9 6 VOLT/O/STAGES 208/1 208/l/I CONDENSER UNIT VOLT/O 208/1 208/1 SERVED 2ND FLOOR 1ST FLOOR MANUFACTURER RHEEM RHEEM AHU MODEL # RXBH-172A,3J RSPM—A036JK000AUA CU MODEL # RA1436AJlNB RSPM-A035JK000AUA MINIMUM EFFICIENCY AT ARI 15 SEER/12.5 SEER 12.2 SEER/14 REMARKS DUCTLESS SPLIT HEAT PUMP SCHEDULE MARK SCU-1/SHP-1 NOMINAL TONS OF CU 0.75 TOTAL COOLING LOAD 9 AHU CONFIGURATION SURFACE WALL MOUNT AHU DIMENSIONS D X W X H (IN.) 31X12X13 SUPPLY AIR (CFM) 550 ENTERING AIR DRY BULB (DEG. F.) 80 ENTERING AIR WET BULB (DEG. F.) 67 CONDENSER UNIT VOLT/O 115/1 MCA 16.0 A SERVED Sun Room MANUFACTURER OLMO SSHP MODEL # OS—EL09ALP115VO SSCU MODEL # OS—EL09ALP115VI MINIMUM EFFICIENCY AT ARI 15 SEER REMARKS 1. PROVIDE WITH AUTO RESTART, EVAPORATOR COIL FREEZE PROTECTION AND LOW AMBIENT TEMPERATURE CONTROLS 2. PROVIDE WITH COOLING/HEATING THERMOSTAT OR REMOTE CONTROLLER 3. 957 OUTSIDE AIR AMBIENT 4. MCA = MINIMUM CIRCUIT AMPACITY 5. EVAP FAN IS FED ELECTRICAL FROM CU 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO PREVENT COMPRESSOR FROM SHORT CYCLING 7. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT MECHANICAL—PLAN KEY NOTES 0 Mi. FIRST FLOOR TYPICAL SUPPLY GRILL IN FLOOR. M2. KITCHEN SUPPLY IN CEILING SOFFIT DUCT UP THRU CHASE AT EXTERIOR WALL. M3. SECOND FLOOR SUPPLIES IN CEILING WITH AHU AND DUCTS IN ATTIC SPACE. ETER M4. RETURN AIR FILTER GRILLE UNDER STAIR MDP Pahel A M5. BATH ROOM EXHAUST DUCTED OUT TO GARAGE EXTERIOR SOFFIT. NSTRUCT PLATFORM FIN. FL ELEVATION 'PROX. 12" ABOVE RAGE) W/ STAIRS. :#1 UNIT 0 - (AC SUPPLY — UP CHASE & IN 1 SOFFIT r X Future Dryer fDryelr ' 3 i G e M1 ENTRY KITCHEN Bath #1 IA, DINING Exist op'g ReAW" No. Date Dena"on 11/15/21 Exterior Revisions RIC ARD E. ATWOOD ARCHITECT Graphic Designer LIC. 0 AR 0013444 Fort Pierce, FI 34982 407-304-0264 readesignlegmail.com Remodel for 0 STEVE FERREIRE M1 M, RESIDENCE 4625 INDIAN RIVER DRIVE FORT PIERCE, FL LIVING ROOM O M1 Table Seating Area 1 )1st FLOOR PLAN M 1 % SCALE : 1/4'-l'-0" (1/8' HALF SIZE) minl-spilt AC#3 SHU-1 PORCH ProJW Nor 21-009 Drawing TRW PRELIMINARY MECHANICAL Drawll"°No. M 3.1 sca1a 1/4" = 1'-0" kaue Data 1 1-15-21 Drawn B" re a f.L-- s- i FEEDER SCHEDULE COPPER ALUMINUM MARK SETS PHASE NEUTRAL GROUND CONDUIT SETS PHASE NEUTRAL GROUND CONDUIT F8 1 2#3 1#3 1#8 1-1/4" 1 2#1 1#1 1#6 1-1/2" F23 1 2#3/0 1#3/0 1#6 2" 1 2-250MCM 1-250MCM 1#4 2-1/2" F26 1 2-350MCM 1-350MCM NONE 2-1/2" 1 2-500MCM 1-500MCM NONE 3" F28 1 2-350MCM 1-350MCM 1#4 3" 11 1 2-500MCM 1-500MCM 1#2 1 3" NOTES: (1) ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, (2) ALL CONDUCTORS SHALL BE RATED FOR USE WITH WHERE PERMITTED BY THE LOCAL AUTHORITIES. 75' CELSIUS TERMINATIONS. �—_F26 ELECTRICAL —PLAN No. Dalie Dewripli'°" F8 FS 8 8 KEY NOTES 11/15/21 Exterior Revisions 30AMP 30AMP F8 1• SWITCH FOR UNDER COUNTER LIGHTING. 911 W tPH Fzs 2. SWITCH FOR POT RACK LIGHTING. 26 26 PANEL MDP ELECTRIC METER 3. JUNCTION BOX FOR KITCHEN HOOD. e 200amp 200amp, 120/240, 3p Well Pool AC-1 120/240 D Pump Equip AAC-2 qOn 3p 4.OUTLET FOR MICROWAVE TRANSFER DISC NNECT- ih F28 METER Gene tor (GAS HOUSE F8 F26 MDP 5. CONDUIT UNDER FLOOR WITH POWER TO Panel A ISLAND REQUIREMENTS. GARAGE FUTURE 6. JUNCTION BOX FOR DOOR BELL/ CAMERA. EMERGENCY #2 CU G. ELECTRICAL —GENERAL —NOTES GENERATOR ® ® 7, EYEBALL TYPE DOWN LITES Future 1. ALL WORK DONE SHALL CONFORM TO ALL STATE OF Dryer 8. SENSOR FLOOD LIGHTS (OWNER OPTION) FLORIDA CODES AND LOCAL ORDINANCES. REFER TO #&(CU) SHEET AO.1 CODE ANALYSIS. ONSTRUCT PLATFORM, T FIN. FL ELEVATION 2. ALL OUTLETS SHALL BE NEC REQUIRED ARCFAULT APPROX.12"ABOVE OUTLETS. 3l4`x10' COPPER ARAGE) W/ STAIRS.(Dry j DN GROUND RODS' 11 CLOSET 2'-8" X 4'-0" BATH T'-69'-2" R 1,-6" X 3'-9" 3 Q 49'k 23" counter MASTER BATH "0 3. OUTLETS IN KITCHEN AND BATHROOMS SHALL BE GFI PROTECTED. 4. OUTLETS ON EXTERIOR SHALL BE WEATHER PROTECTED AND GFI. 5. ALL RECESSED LIGHT FIXTURES TO BE 6" DIAMETER LED TYPE. 10 BEDROOM 2 ® 14'-5" X 14'-2" MASTER BORM lrl II � 1 � (: 0 FIREPLACE IU %//.�% Railing-42" ht w/ wood cap. LIVING AREA 1012 50 FT BALCONY 16'-10" X 11'-11" 0 LJ lJ Is 15VAgn TO POWER COMPANY LTMIN,TRANSFORMER 10' preferred ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND -0- CEILING MOUNTED LIGHT DUPLEX RECEPTACLE R O � 220V. OUTLET ® RECESSED CAN ® SPECIALTY J.B. WALL MOUNT LIGHT WP WATERPROOF RECEPT. ® RECESSED WALL WASH LIGHT & FLOOR RECEPTACLE ® PRE —WIRED GARAGE Z 2 X 2 RECESSED LIGHT FIXTURE DOOR OPENER GROUND FAULT ® 2 X 4 RECESSED LIGHT FIXTURE GFI INTERRUPT RECEPT. ® 1 X 4 RECESSED LIGHT FIXTURE N TELEPHONE JACK la INTERCOM/ COMPUTER BOX 1 X 4 WALL MOUNTED FIXTURE W/ CONDUIT TO ABOVE CLG. P 0 1 X 4 SURFACE MOUNTED <TV CABLE JACK FLUORESCENT LIGHT 10 DISCONNECT SWITCH PC PULL CHAIN LIGHT ELECTRICAL METER WALL SCONCE ® ELECTRICAL PANEL FLOOD LIGHTS CEILING FAN w/ LITE KIT + CHANDELIER ® FAN/LIGHT COMBINATION $ WALL SWITCH FAN/MOTOR —0 DOOR BELL/ GARAGE DOOR SWITCH ® CHIME Q SMOKE DETECTOR - (AC SUPPLY — UP CHASE & IN I SOFFIT r 0 ENTRY Mims 0 a_ V 3 4 7 (ED Table Seating w Area #1 DINING p Exist Op'g L_ le O 0 mini -split AC*3 5HU-1 90925H 4452PX LIVING ROOM 4}52FX a 111 \IV CHARD E. ATWOOD ARCHITECT Graphic Designer LIC. # AR 0013444 Fort Pierce, Fill 34982 407-304-0264 readesignl•gmail.com Remodel for STEVE FERREIRE RESIDENCE 4625 INDIAN RIVER DRIVE FORT PIERCE, FL Pr`jed No, 21-009 Drawing Tills PRELIMINARY ELECTRICAL PLAN DrawlI No, E 3.1 t3cale= issue Data 11-15-21 Drawn By rea Checked Br