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BRB21-0351SCOPE OF WORK 1— INTERIOR REMODELING TO BE LEGALIZED. 2- EXISTTNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4 EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5— EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE) . 6 EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6 EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7- EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8— EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE 6' Metal Fence Fd. 1 /2" I.P. SW City of South Miami Limits EN 1b x\�. 6' Metal Gate LEGALIZED AND AC-3 TO BE LEGALIZED. 0,0 c 9 EXISTING WATER HEATER TO BE LEGALIZED. �j o� °. 10— FLOORING TO ENTIRE HOUSE. oV o� 11 PAINTING TO ENTIRE HOUSE. ^ �o � . a x\ a' d - r e- ego DESIGN TEAM: • rc • •• •• • 56-th St. (Miller Dr) YAN L. SOLIS, P.E. 139.18' S 89053' 14" E Fd. 14245 S.W. 21 ST TERRACE 1 /2" I.P. MIAMI, FL 33175 Ask PH: (305) 484-5596 w PE: 75423 C.B.S. Wall o L1J SEAL: 'yZ M • b�CV W - F F�. -_ a7 C.B.S. all _ ,7 PE 75423 10 cS P �j� , it _ Fss�oNA���I� Conc. \"� x\�V O YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING Slab to x\ • WITHOUT SIGNATURE & CITY APPROVAL STAMPS Removed 10' U E \b x\"D Fd. G 1 /2" I.P. Qoo�oo� 6'1 .s . LOT-59 �a TWO STORY BLOCK- 1 Res.# 5811 d co FFEIev• 1508' ro' Garage Elev.: 14.27' \� O a • A C) LOT SIZE 13,131.00 SQFT °. REQUIRED EXISTING x LOT COVERAGE MAX. 30% MAX 25.88% ° •4 FLOOR AREA RATIO MAX. 45% MAX 44.9% d d d IMPERVIOUS COVERAGE MAX. 40% MAX 39.8% SQFT \ d G ' �O d 1 c a a �5 Property Information °. d. o a Folio: 09-4025-061-0580 ° �1 a °. d o. v� Sub -Division: °. x x GABLES EDGE d d• onc. Property Address Fd. ° Planter A d Driveway ` 5811 SW 56 TER 1 /2" I.P. ° . Removed Owner d a ANDRES F RODRIGUEZ TRS ° ' Stamped Conc. ANDRES F RODRIGUEZ REV LIV TRUST Driveway Mailing Address ° 211 SW 61 ST a MIAMI, FL 33144 d PA Primary Zone .................................. ....................................°d. a a ............................ 0800 SGL FAMILY 1701-1900 SQ.................................................•----...... ...... d Q .............................................................. ........... a " . A Primary Land Use ............ ::..:.:::...:.:. 0101 RESIDENTIAL SINGLE FAMILY 1 UNIT : S `!IV 5 6 t h �' ° �� rr... ::.. ° Beds / Baths -/ Half 3 / 2 / 0 Floors 2 ................. P.R.M.::...... :::::::.... ::: :: ...... .. ::::..:.:::::::.::. • - +22' Asphalt Pavement LivingUnits 1 :.:::.:.::::::::::.: :::::::..::::::::::::::... :::::::.::::.:......:::.. ..................... T TAL R W .....a Q.........0........................ .. Actual Area 4,540 S .Ft ^� q \ Fd. LivingArea2 704 S :Ft:....................................................................................................................................... ........... ..........•--- q 1 2 I.P. Adjusted Area 3,117 S .Ft q Lot Size 13 131 S .Ft q................................................................... .......................................................................... Year Built 1989 ::::::::::::::::::.:.::......::::::..:::::. ........... Full Legal Description GABLES EDGE PB 94-54 :. x\ ..:..... .... LOT 58 BLK 1 ......::::.:. ... ....... .... OR 18592-2082 0499 1 1 : ......................... COC 21876-3116 07 2003 4 ::: „\ SITE PLAN N.............................................. SCALE: 1/8 = 1' P.R.M. x 0O LOT- 58 BLOCK- 1 4C.L.F. Conc. o�j Slab N Remove t��d► LOT- 57 \x �9 Y BLOCK- 1 • PROJECT ADDRESS: ! N' I A \\ \ \\ • DESIGN TEAM: SCOPE OF WORK 1— INTERIOR REMODELING TO BE LEGALIZED. 2— EXISITNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3— EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4— EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5 EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6 EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE) 6 EXISTING ALUMINUM TERRACE TO ` BE LEGALIZED 7— EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9 EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. 6' Metal Fence----., .h OV 0 ISO ofto.a a ' LOT- 59 �a BLOCK- 1 CO o. o Property Information Folio: 09=4025-061-0580 Sub -Division: GABLES EDGE Property Address Fd. 5811 SW 56 TER 1 /2" I.P. Owner ANDRES F RODRIGUEZ TRS ANDRES F RODRIGUEZ REV LIV TRUST - Mailing Address 211 SW 61 ST M IAM I, FL 33144 PA Primary Zone 0800 SGL FAMILY — 1701-1900 SQ Primary Land Use ....................... 0101 RESIDENTIAL SINGLE FAMILY : 1 UNIT S W 5 6 t h �' e r r .... ...... Beds / Baths / Half 3 / 2 / 0 . Floors 2 P.R.M. .. ..... . . ..... ......... _.:±22' Asphalt Pavement :: ::::::::::::..:::........... Living Units::::::... ............ ........... so'... TQTA.L..::. R.,IW... , Actual Area 4,540 Sq.Ft �^D Living Area 2 704 S . Ft .... x . 9 � q ..............................:...........................................AdJusted Area 3,117 S .Ft Lot Size 13,131 Sq.Ft,+— ...................... Year Built 1989 ................ Full Legal Description GABLES EDGE PB 94-54 i LOT 58 BLK 1 OR 18592-2082 ` 0499 1 COC 21876-3116 07 2003 4 SITE PLAN SCALE: 1 /8" _ 1' " ••6•. • • • SW 56th St. (Miller Dr.) Fd. - City of South Miami Limits �139.18' S 89053'14" E Fd. 1 /2" I.P. ` - 1 /2" I.P. `Vv- C.B.S. Wall.: LJJ SEAL: �� M x� N r— o '00 x M l 7` C.B.S. all O 6 Metal Gate Z Q Ic d ; o b ° Conc. Slab \� \ti iv) } Q b �� : x\'`�' , x O00 • \ �� 10 U E � ° 0o7� v �b 014 x\1 a' o0�G� 1/2"LP. CO or a, TWO STORY �s a Res.# 5811 a.d F.F.Elev.: 15.08' o Garage Elev.: 14.27' \��' a q x a r ° LOT- 58 4. BLOCK- 1 4' C.L.F. a• ° a Q a �+ � V a Conc. =X Slab x\� ° a ° x\� ° 4bq LOT- 57 pion+or �'. Y� �4 • BLOCK- 1 ELECTRIC METER GENERAL NOTES 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017, 6TH EDITION AND ALL REGULATORY LOCAL AND GOVERNMENTAL CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS FOR THE CONSTRUCTION AND SUBSEQUENT OCCUPANCY OF THE PROJECT. 4. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING JURISDICTION. 5. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY MATERIALS REQUIRED TO INSTALL, SUPPORT, BRACE AND SHORE ALL BUILDING COMPONENTS. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE REMOVED. REMOVALS SHALL BE COORDINATED WITH THE OWNER AND ALL BUILDING AUTHORITIES HAVING JURISDICTION. 7. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH RED -LINED AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND/OR ADDITIONS TO THE WORK INCLUDING IN THE DRAWINGS. 8. IF ANY CHANGES AND/OR DEVIATIONS ARE MADE TO THESE PLANS WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND/OR DEVIATIONS. 9. IF DURING THE COURSE OF CONSTRUCTION ANY DEVIATIONS ARE MADE AT THE FIELD, AGAIN, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND DEVIATIONS. 10. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR DESIGN CONFORMANCE ONLY. 11. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE ENGINEER OR ENGINEERS. 12. CONTRACTOR OR SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING HIS OPERATION AND ANY DAMAGE TO HIS WORK WHILE PROJECT IS UNDER CONSTRUCTION. 13. ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY THE ENGINEER ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT WHERE THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED IF THESE DRAWINGS OR ANY PART THERE OF IS REPRODUCED WITHOUT THE CONSENT OF THE ENGINEER, THE PERSON SO DOING WILL BE INDEBTED TO ENGINEER FOR HIS FULL COMMISSION. SCOPE OF WORK 1 INTERIOR REMODELING TO BE LEGALIZED. 2- EXISITNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5- EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6- EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6- EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7- EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. CODES USED FLORIDA BUILDING CODE 2020, 7TH EDITI❑N ASCE 07-10 ACI 318,14 BUILDING CODE REQUIREMENTS FOR REINFORCES CONCRETE WOOD, NDS 2015 WIND LOAD CRITERIAi EXPOSURE 'C' CATEGORY - II BASIC WIND SPEED 175 MPH A.C.I. 530/530.1-13 REINF❑RCED MASONRY WALL LEGEND: ® EXISTING C.M.U. BLOCK WALL TO REMAIN EXISTING C.M.U. BLOCK WALL TO BE LEGALIZED EXISTING TO BE RE 62'-3" DESIGN TEAM: EXISIING . . • • • • • • • ALUMINUM TERRACE i i i •• ••o •• TO BE LEGALIZED . . .•. . ... . a 0 0:000 0 000 0 0*0 )rc 5° YAN L. SOLIS, P.E. ELECTRIC METER REF. WINE 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 E%1- EXISIING PE: 75423 TERRACE TO CONVERT INTO KITCHEN AND FAMILY ROOM .I TO BE LEGALIZED SEAL: DW ELECTRIC SUB -PANEL EXISTING WINDOWS B TO CLOSED AC 2'-6 3'-6" 13'-4" 8._0" SEE DETAIL 3/S-3 24'-11' WH D° / 0 EXISTING DOOR / TO CLOSED —/ SEE DETAIL 3 S-3 oo EXISTING KITCHEN CL TO BE RELOCATED o DI G 0 AND PROPOSED NEW PLAYROOM Ac I M V111A� PROJECT ADDRESS: 41 i I LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 3314 Client: ANDRES RESIDENCE MANAGMENT: # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: ARCHITECTURE PLAN :T No: i '1 ORIGINAL SECOND FLOOR PLAN SC.: 1 /4"=1'0» EXISTING SECOND FLOOR PLAN SC.: 1 /4"=1'0" A-1 FIBER CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS GYPSUM BACKERS AND FIBER -REINFORCED CEMENT BACK DOOR SCHEDULE INTO SCOPE AND AREA OF WORK SIZE MARK DESCRIPTION REMARKS QTY NOA W H T DOOR FRAME D1 ENTRANCE DOOR 72" 80" 1 3/8" MTL MTL EXT. DOOR 1 No. 20-0427.01 ® REAR DOOR 36" 80" 1 3/8" MTL MTL EXT. DOOR 1 No. 20-0427.01 ® BEDROOM DOOR 72" 80" 1 3/8" MTL MTL EXT. DOOR 2 No. 20-0429.05 SAFETY NOTES FOR DOORS (CLOSETS AND BATHROOMS) NFPA 101 -1994 CHAPTER-21 (21-2,4,3) EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT ALL OTHER WINDOWS ARE EXISTING TO REMAIN CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET (21-2.4.4) EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE EGRESS DOOR TYPE OF LOCK OR LATCH MUST COMPLY WIFBC R311.4.4. OUTSIDE IN AN EMERGENCY. *SAFETY GLASS, CATEGORY CLASS II **EGRESS DOOR WINDOW SCHEDULE INTO SCOPE AND AREA OF WORK MARK DESCRIPTION SIZE AREA MATERIAL REMARKS QTY. NOA W H ® SINGLE HUNG WINDOWS 36" 76" 40.49 SQ.FT. ALUMINUM/GLASS N-1,2 2 No. 20-0401.03 ® HORIZONTAL ROLLER WINDOWS 57" 34" 26.95 SQ.FT. ALUMINUM/GLASS N-1,2 2 No. 20-0406.06 ® SINGLE HUNG WINDOWS 52" 50" 19.70 SQ.FT. ALUMINUM/GLASS N-1,3 1 No. 20-0401.03 SINGLE HUNG WINDOWS 35" 36" 14.23 SQ.FT. ALUMINUM/GLASS N-1,2 2 No. 20-0401.03 © HORIZONTAL ROLLER WINDOWS 52" 37" 14.23 SQ.FT. ALUMINUM/GLASS N-1,2 1 No. 20-0406.06 ® SINGLE HUNG WINDOWS 52" 76" 40.49 SQ.FT. ' ALUMINUM/GLASS N-1,3 3, No. 20-0401.03 ® FIXED WINDOWS 72" 40" 40.49 SQ.FT. ALUMINUM/GLASS N-1 1 FL-30977-R2 ® FIXED WINDOWS 108" 77" 40.49 SQ.FT. ALUMINUM/GLASS N-1 1 FL-30945-R1 ® FIXED WINDOWS 72" 80 40.49 SQ.FT. ALUMINUM/GLASS N-1 1 FL-30977-R2 NOTES: 1- ALL WINDOWS SHALL BE OPERABLE FROM THE INTERIOR WITHOUT USE OF ANY SPECIAL TOOLS U-FACTOR=1.30 2- SAFETY GLASS, CATEGORY CLASS IL SGHC=0.50 3- EGRESS TYPE 24' (MIN.) EGRESS WINDOW NOTES: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 5.7 SQ. FT. (MIN.) AND PROVIDING A CLEAR OPENING OF NOT Z LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SQ. FT. (0.53) IN AREA: o THE BOTTOM OF THE OPENING SHALL BE NO " I MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C) SAFEGUARDS: AREA OF CLEAR OPENING OPERABLE WINDOWS SHALL BE PROTECTED A 5.7 SQ. FT. (MIN.) FOLLOWS: WHERE THERE IS DROP OF MORE THAN 4'-0" ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (1) (APPLICABLE IN 2 TOP of FIN. FLOOR nd. FLOOR WINDOWS ONLY) REFER TO ARCH. PLANS SEALANT - DOOR AS SCHEDULED SEALANT - CORNER REINFORCING - EXIST. 2X4 WOOD TOP RUNNER CEILING _ INSULATION R-30 1/2"GYPSUM BOARD ON EACH SIDE OF PARTITION WALL 2 X 4 WOOD STUD INSULATION R-4.1 16" O.C. 8 @ bD EXIST. ROW 2X4 WOOD BRACING EXIST 2X4 WOOD PT BOTTOM RUNNER CONC. SLAB WOOD BASE NON -RATED �\ NON -BEARING INTERIOR PARTITION (TYP.) 1 SCALE: NTS. cTllrrn nmmw SCOPE OF WORK 1- INTERIOR REMODELING TO BE LEGALIZED. 2- EXISITNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5- EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6- EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6- EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7- EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. COL. FIELD VERIFY RSUNK SCREWS IN WAAL jNIt.LUZ1 AS REQ'D SEE PRODUCT APPROVAL FRENCH DOOR DETAIL N.T,8. C ^a.„• ; .;., ONCRETE FILLED BLOCK ..�...• CELL OR T.C. OR TB. EXISTING GLA 4. ,. SEE FLOOR PLAN. BRICKS TO R STUCCO /2" DRYWALL CAULK CAULK 2"X4" P.T. BUCK CAULK 1/4"X3-1/2" CORROSION TYPICAL ALUM. RESISTANT APPROVED WINDOW FRAME CONCRETE SCREW ANCHORS. TYPICAL WINDOW DETAIL N.T.S. DOOR JAMB DETAIL W.TrB. 1" X� T..T�WOOD qBUCK �4"" FP. PRODUCT APPROVALS PER 1 /4" SHIM SPACER PROVIDE CONT. CAULKING BEAD. MARBLE SILL 1" X 6" WOOD NAILER :• :: :,.. 1 2 GYP. BD. ON PI FURRING ON 8 BLOCK CONCRETE SILL 8X8 W/2 #5 SILL 5/8" STUCCO WINDOW AND DOOR BUCK DETAIL PLTrB EXI SI,TN G FR I ST FLOOR f SC.: 1 /4 =1 0 EXISTING SEA ;ON D FLOOR PLAN SC.: 1 /4"=1'0" .... ... . . ...... ... . . . • • • • . . . ... . . . . . . . . . . . . . . ..... ... ... . . . .... . . . • •• •• �•� •• :DESIGN TEAM: f • ••f• ••••• f•i ••r1 • • • • • • • • • • • • • • • • • • • • 251 YAN L. SOLIS, P.E. 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 fit OFSo�O�/O �s''. - D31z PE 75423 V NA YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT ADDRESS: LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 33143 Client: ANDRES RESIDENCE AGMENT: # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. ET TITLE: ARCHITECTURE PLAN ET No: A-2 *see ese • •.. DESIGN TEAM ELECTRICAL LEGEND SYMBOL DESCRIPTION EXHAUST FAN WALL MOUNTED INCAND. LIGHT FIXTURE - ATTIC LIGHT FIXTURE ® CEILING MOUNTED LIGHT FIXTURE TV OUTLET JUNCTION BOX SD CEILING MOUNTED SMOKE DETECTOR 110V INTERCONNECTED W/ BATT. BACKUP. SEE ELECTRICAL NOTE BELOW PANEL SCHEDULE. WALL SWITCH (SINGLE, DOUBLE) $3 WALL SWITCH (3-WAY) SINGLE RECEPTACLE DUPLEX RECEPTACLE EXISTING DUPLEX RECEPTACLE DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER EXIST. RECEPTACLE GROUND FAULT INTERRUPTER ® 220 VOLT RECEPTACLE ELECTRICAL PANEL DISCONNECT SWITCH g ELECTRIC METER ABBREVIATIONS: E.= EXISITING TO REMAIN GFI= GROUND FAULT INTERRUPTER A.F.F.= ABOVE FINISH FLOOR VH= VERIFY PRIOR TO INSTALLATION UC= UNDER CABINET PB= PUSH BUTTON C.= COUNTER TOP LEVEL VP= VAPOR PROOF BC.= BELOW COUNTER WP= WEATHER PROOF SCOPE OF WORK 1 INTERIOR REMODELING TO BE LEGALIZED. 2 EXISTTNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5— EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6— EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6- EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7— EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8 EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10— FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. ..•• 00• EXISIING ALUMINUM TERRACE A-24 A-24 _ TO BE LEGALIZED A-24 , A-24 — A-24 -24 A-2 A-24 ) rc 1 YAN L. SOLIS, P.E. 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 P E: 75423 A-24 A-24 SEAL: - A-24 A-24 A-24 OFF� O _ A -24 ,P A-30 ��P ••L.s�' �� GFI G' (is •: ELECTRIC7 7 i 'a PE 75423 METER B-11 P-5 B-14 7 .." ...... -13 B-5 B-5 B-7 S REF. GFI pNq�E _ B-5 GF YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING 1O/ WITHOUT SIGNATURE & CITY APPROVAL STAMPS B-15 B-15 B-15 8-15X 5 B-9 B-9EXISIING B-9 B-9 B-9 B-9 TERRACE TO CONVERT INTO KITCHEN AND FAMILY ROOM B-7TO BE LEGALIZEDELECTRIC -1 B-15 B-1 B-9 B-9 B-9SUB—PANEL -9 -9 -9 B- 5 B-1 B-6,8 GFI G ®®® AHU A-17,19,18,20 ®® 3 GFI WH B-14 B-7 B-7' CU-3 db / A-20 A-20 A-28 B-10,12 (e) SD (e) (e) (e C A-28 e) PROPOSED 4. - A-20 PLAYROOM CL >< DI NG 0 A-30 e A-10,1 GFIM/P �� fie) AHU A-14,16(P 1] A-20 A-20 0 2 J / A�-2 4 �� ro�9 ALL RECEPTACLES IN ALL ROOMS SHAL BE AFCI „ ALL 15 AND 20 AMP SC.: 1/4 2)—1 p 0 OUTLETS IN BUILDING DATE:01/12/2021 SHALL BE TAMPERPROOF DRAWN BY: Y.S. CHECKED BY. Y.S. ALL ELECTRICAL EQUIPMENT "SHALL BE ABOVE BASE FLOOD ELEVATION AS PER SHEET TITLE: FEMA AND CITY OF MIAMI REGULATIONS ALL NEW ELECTRICAL SHALL COMPLY WITH FBC ENERGY CONSERVATION CHAPTER 4 ELECTRICAL PLAN A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. RECESSED LUMINARIES INSTALLED IN THE SHEET No: BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIRLEAKAGE BETWEEN - CONDITIONED AND UNCONDITIONED SPACES ELECTRICAL LEGEND SYMBOL DESCRIPTION EXHAUST FAN WALL MOUNTED INCAND. LIGHT FIXTURE ATTIC LIGHT FIXTURE ® CEILING MOUNTED LIGHT FIXTURE TV OUTLET JUNCTION BOX SD CEILING MOUNTED SMOKE DETECTOR 110V INTERCONNECTED W/ BATT. BACKUP. SEE ELECTRICAL NOTE BELOW PANEL SCHEDULE. WALL SWITCH (SINGLE, DOUBLE) $3 WALL SWITCH (3-WAY) SINGLE RECEPTACLE DUPLEX RECEPTACLE EXISTING DUPLEX RECEPTACLE DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER EXIST. RECEPTACLE GROUND FAULT INTERRUPTER ® 220 VOLT RECEPTACLE ELECTRICAL PANEL DISCONNECT SWITCH g ELECTRIC METER ABBREVIATIONS: E.= EXISITING TO REMAIN A.F.F.= ABOVE FINISH FLOOR UC= UNDER CABINET C.= COUNTER TOP LEVEL BC.= BELOW COUNTER GF1= GROUND FAULT INTERRUPTER VH= VERIFY PRIOR TO INSTALLATION PB= PUSH BUTTON VP= VAPOR PROOF WP= WEATHER PROOF SCOPE OF WORK 1- INTERIOR REMODELING TO BE LEGALIZED. 2- EXISTTNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5- EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6- EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6- EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7- EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. ALL RECEPTACLES IN ALL ROOMS SHAL BE AFCI ALL 15 AND 20 AMP OUTLETS IN BUILDING SHALL BE TAMPERPROOF ALL ELECTRICAL EQUIPMENT "SHALL BE ABOVE BASE FLOOD ELEVATION" AS PER FEMA AND CITY OF MIAMI REGULATIONS ALL NEW ELECTRICAL SHALL COMPLY WITH FBC ENERGY CONSERVATION CHAPTER 4 A MINIMUM OF 755 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIRLEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES DESIGN TEAM: .. . %: .... YAN L. SOLIS, P.E. 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 m O F FO . � ' - - .................... - �P L °ts' . 'O PE 75423 ss ONA\ �," YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS F'KUJtL; I AUUKt55 LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 33143 Client: ANDRES RESIDENCE MANAGMENT: # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. .ET TITLE: ELECTRICAL PLAN .ET No: E-2 20 in. MIN. 20 FT /%; �/��/ 'j ', DIRECT CONTACT '/ /% MIN. WITH EARTH. ENCASED GROUNDING_ ELECTRODE DETAIL. SCALE: IN. WEATHERHEAD GALVANIZED RIGID STEEL CONDUIT 1�„ E(3X#1-0THWN IST. EXIST. 10 KAIC EXIST. NEMA 3R 10 KAIC I2, r EXIST. 10 KAIC FPL METER 1150 1/z EXIST. EXIST. " EXIST. (3)#1-0 THWN EXIST. 1� (3)#1-0 THWN PANEL'A' PANEL 'A' M24010 24010 200A 100A LOCATED INSIDE LOCATED INSIDE EXIST. (1)# 6 THWN-3/4" (GND) LOW VOLT EXIST. (1)# 6 THWN-3/4" (GND TWO 5/8"x10' GROUNDING RODS SPACED 6' BOND TO A 3/4" COPPER WATER PIPE STUB -OUT AT METER LOCATION & ENCASED GROUND SEE DETAIL. ELECTRIC RISER DIAGRAM SCALE: N.T.S. i KITCHEN OR BATHROOM LIGHT SWITCH LEG `10-� SWITCH SMOKE DETECTOR CONNECTION DETAIL SD SMOKE DETECTOR 120 V SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3FT. OF ANY A/C GRILL LINE SIDE OF SWITCH PHASE CONDUCTOR NOTES: NTS. 1.- ALL SMOKE DETECTORS MUST HAVE BATTERY BACK-UP AND BE INTERCONNECTED, 2.- ALL SMOKE DETECTORS TO BE FED FROM BATH OR KITCHEN LIGHTING CIRCUITS, AHEAD OF ALL SWITCHES, 3. ALL BEDROOM RECEPTACLES OUTLETS SHALL BE CONNECTED TO AN ARC FAULT INTERRUPTER C.B. NOTES: 1.- AS PER NEC 210.63 GFCI PROTECTED RECEPTACLE OUTLETS REQUIRED WITHIN 25 FEET OF HEATING, AIR CONDITIONING OR REFRIGERATION EQUIPMENT 2.- AS PER NEC 210.8 (A)(3) GFCI PROTECTION MUST BE PROVIDED FOR RECETACLE OUTLETS LOCATED OUTDOORS. 3.- AS PER NEC 406.8 WEATHERPROOF COVERS MUST BE PROVIDED FOR RECEPTACLE OUTLETS IN DAMP OR WET LOCATIONS. 4.- AS PER NEC 406.8 (A)&(B) NON -LOCKING RECEPTACLES IN DAMP ANS WET LOCATIONS SHALL BE LISTED WEATHER -RESISTANT (IN ADDITION TO PROVISION OF THE REQUIRED TYPE OF COVERS) 5.- AS PER NEC 406 (D)(6) WEATHER RESISTANT RECEPTACLES MUST BE PROVIDED FOR REPLACEMENT RECEPTACLES IN ANY AREAS REQUIRING LISTED WEATHER RESISTANT RECEPTACLES. 6.- AS PER NEC 406.9 (13)(1)RECEPTACLES OUTLETS INSTALLED IN WET LOCATIONS REQUIRE "IN USE" TYPE COVERS. THE COVERS MUST BE LISTED AND MUST BE IDENTIFIED AS "EXTRA DUTY". 7.- AS PER NEC 210.8 GFCI PROTECTIVE DEVICES MUST BE INSTALLED IN READILY ACCESSIBLE LOCATIONS. BUS RATING: 200A TYPE: E.T.N SERVICE: 10,3W EXIST. PANEL 'A' MAINS: ML POLES: 50 MINIMUM VOLTAGE: 120/240 FEEDER: #1 AIC:10,000 NEUTRAL: #1 CKT SERVES TRIP POLE WIRE CON DUIT VA PHASE A C CKT SERVES TRIP POLE WIRE CON DUIT VA 1 AHU #1 30/2 #10 3/4 5,000 • 2 SUB -PANEL B 100/2 #1 1-1/ 23,840 3 �, • 1 4 5 GENERAL LIGHT 20/1 #12 1/2 1,500 • 6 CU #1 30/2 #10 3/4 4,200 7 DRYER 30/2 #10 5,000 • 8 9 1 • 10 1 AHU-2 30/2 #10 3/4 5,200 11 OUTSIDE REC. 20/1 #12 1/2 1,500 • 12 1.� 13 MASTER BATH REC. 20/1 #12 1/2 1,500 • 14 CU #2 30/2 #10 3/4 4,200 15 BATH 1 REC. 20/1 #12 1/2 1 500 • 16 17 GARAGE REC. 20/1 #12 1/21 1,500 • 18 PLAYROOM REC 20/1 #12 1/2 -1/2 1,500 19 BEDROOM 1 &2 REC. 20/1 #12 1/2 1,500 • 1 20 1 GUEST ROOM REC 15/1 14 1,800 21 MASTER BEDROOM REC. 20/1 #12 1/2 1,500 • 22 GENERAL LIGHT 15 1 14 1/2 1,800 23 GENERAL LIGHT 20/1 #12 1/2 1,200 • 24 OUTSIDE LIGHT 20/1 #14 1/2 1,800 25 GENERAL LIGHT 15/1 #14 1/2 1 1,800 • 26 LIVING/DiNING ROOM LIGHT 15/1 #14 1/2 1,800 27 WASHER 20/1 #12 1 2 1,500 • 28 LIVING/DINING ROOM REC. 15/1 #14 1/2 1,800 29 SPARE 15/1 #14 1 2 1,800 • 30 OUTSIDE REC. 20/1 #14 1/2 1,500 CONNECT LOAD = 4,540 SQFT X 3VA/SQFT = 9,080 VA TOTAL (LESS A/C) = 57,640 VA FIRST 10,000 VA ® 100% = 10,000 VA REMAINING (47,640) @ 40% = 19,056 VA A/C @ 100% = 10,200 VA TOTAL = 10,000 VA + 19,056 VA + 10,200 VA = 39,256 = 163.57 AMP BUS RATING: 100A TYPE: E.T.N SERVICE: 10,3W EXIST. PANEL. > > B MAINS: ML POLES: 50 MINIMUM VOLTAGE: 120/240 FEEDER: #1 AlC:10,000 NEUTRAL: #1 CKT SERVES TRIP POLE WIRE CON DUIT VA PHASE A C CKT SERVES TRIP POLE WIRE CON DUIT VA 1 DISPOSAL 20/2 #12 1 2 1,500 • 2 RANGE 50/2 #6 3/4 8,000 3 DISWASHER 20/2 J12 1/21 1,500 • 4 5 SMALL APPL. GFCl/AFCI 20/2 #12 1/2 1,500 • 6 AHU-3 30/2 #10 3/4 5,000 7 FAMILY ROOM REC 20/2 #12 1/2 1,500 • 8 1 9 FAMILY ROOM LIGHT 20/2 #12 1/2 1,500 • 10 CU-3 30/2 #10 3/4 4,200 11 REFRIGERATOR 20/2 #12 1/2 1,200 • 12 ,t 13 WINE COOLER 20/2 J12 1/21 1,200 • 1 1114 SMALL APPL. GFCI AFCI 20/2 #12 1/2 1 1,500 15 LIGHTING 15 2 #14 1/2 1,500 • 16 SPARE 17 WATER HEATER 40/2 1 #8 1/2 5,600 • 18 WATER HEATER 40/2 #8 1 2 5,600 19 J, • 20 CONNECT LOAD = TOTAL (LESS A/C) = 32,100 VA FIRST 10,000 VA @ 100% = 10,000 VA REMAINING (22,100) @ 40% = 8,840 VA A/C 4 100% = 5,000 VA TOTAL = 10,000 VA + 8,840 VA + 5,000 VA = 23,840 = 99.3 AMP 0000 • • • • • 00006 • • • • • • • • • • • • • • • . . . . . • . . . . .. . . . . . . . . ELECTRICAL SPECIFICATIONS ••• ••• .... ..... ... .... .• 1. GUARANTEES AND RESPONSIBILITY: ALL MATERIAL AND VVORKMAN'SHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE. ALL DEFECT•S•0 • 0 9960 • 000 • •••• SHALL BE CORRECTED WITHOUT CHARGE, INCLUDING ALL PATCHING AND PAINTING AND OTHER INCIDENTAL REPAIRS OR REPLACEMENT. 2. WORKMANSHIP: ALL WORK SHALL BE INSTALLED IN A NEAT, ORDERLY MANNER. DEVICES, PLATES, EXPOSED RACEWAYS, ENCLOSURES, COVERS, FIXTURES, ETC. SHALL BE ALIGNED PERPENDICULAR TO OR PARALLEL WITH, THE PRINCIPAL STRUCTURAL MEMBERS. THE EDGE OF THESE COVERS, PLATES ENCLOSURES, ETC., SHALL BE IN VERTICAL OR HORIZONTAL PLANE AS APPLICABLE FOR THE ITEMS INVOLVED. EXPOSED RACEWAYS bHALL btz UF-t-St I VVHtzKt I HLY LN I tK SUKrAUt-MUUN I tU EQUIPMENT. WIRING INSTALLED IN PANELS AND OTHER ENCLOSURES SHALL BE NEATLY LOOPED AND LACED & NOT WADDED OR BUNDLED. 3. MATERIAL STANDARDS: ALL MATERIALS SHALL BE NEW & CONFORM TO THE APPLICABLE STANDARDS WHERE SUCH HAVE BEEN ESTABLISHED FOR THE MATERIALS IN QUESTION. THE PUBLICATIONS AND STANDARDS OF THE ORGANIZATIONS BELOW ARE APPLICABLE TO THE MATERIALS SPECIFIED HEREIN. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. UNDERWRITER'S LABORATORIES, INC. (UL) C. AMERICAN STANDARDS ASSOCIATION (ASA) D. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) VVrILKt KLrLKLNUL 15 MAUL I U I KAUL NAMLS UK NAMLS Ur MANUFACTURERS, SUCH REFERENCES ARE MADE SOLELY TO DESIGNATE AND TO IDENTIFY THE QUALITY OF THE MATERIALS OR EQUIPMENT TO BE FURNISHED, AND DOES NOT PRECLUDE THE USE OF "EQUAL" EQUIPMENT AS APPROVED BY THIS ENGINEER. 4. CODE IN EFFECT FOR REFERENCE STANDARDS AT THE TIME OF THIS PLAN SUBMISSION: INSTALLATION SHALL COMPLY WITH THE REGULATIONS OF THE FOLLOWING: A. NATIONAL ELECTRICAL CODE (NFPA), 2014 B. FLORIDA BUILDING CODE, 2017 5. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. 6. THE MINIMUM WIRE SIZE SHALL BE #12 AWG, UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH OF INSULATION FOR SIZE #8 AND SMALLER. CONDUCTORS LARGER THAN #8 SHALL HAVE TYPE THWN INSULATION, UNLESS OTHERWISE NOTED. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID AND ALL THOSE #8 AND LARGER SHALL BE STRANDED. 7. ALL RACEWAYS AND PIPES PLACED IN OR THRU A CONCRETE SLAB SHALL BE SPACED A MINIMUM OF 3 DIAMETERS OF THE LARGEST CONDUIT OR PIPE OF ANY OTHER SERVICE. 8. ALL RACEWAYS SHALL BE CARLON MANUFACTURER OR SIMILAR AND BE U.L. LISTED. CONDUIT FITTINGS AND CEMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER. A. RUNS IN CONCRETE IN CONTACT WITH EARTH, UNDERGROUND, EXPOSED OR IN INTERIOR WALLS OR FEEDERS 1 1/ ?I DESIGN TEAM: YAN L. SOLIS, P.E. 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 P E: 75423 ►�� O F F/ 0' ................. s°��• 0-;4 PE 75423 ' Fss�oNA`���� YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS 4 OR LARGER, SHALL BE RIGID STEEL OR PVC PROJECT ADDRESS: B. NON METALLIC ELECTRICAL CONDUIT MAY BE USED IN THE INTERIOR PARTITIONS AND CEILINGS. 9. OUTLET BOXES SHALL BE METAL AND SHALL CONFORM TO THE N.E.M.A. STANDARDS. POLYVINYL CHLORIDE MAY BE USED WITH METAL CONDUIT SYSTEM WHEN EQUIPMENT GROUNDING CONDUCTOR IS PULLED ALONG WITH THE PHASE WIRING TO EACH AND ALL ELECTRICAL COMPONENTS ACCORDING TO NEC 250 10. THE DISCONNECT SWITCHES SHALL BE HORSEPOWER -RATED HEAVY DUTY, QUICK-MAKE/QUICK.-BREAK IN N.E.M.A.-1 INTERIOR,4 EXTERIOR. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 3314 Client: ANDRES RESIDENCE SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT MANAGMENT: I U BE PLACED IN A PROPER WORKING ORDER. SHOULD ANY ITEMS BE MISSING, HE SHALL NOTIFY THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE CONTRACTOR'S FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. ELECTRICAL NOTES: 1. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND KITCHEN COUNTER, SHALL BE G.F.I. 2. SMOKE DETECTOR HARDWIRED TO KITCHEN OR BATHROOM NON-SWITCHABLE NO G.F.I. LIGHTING CIRCUIT INTERCONNECTED AND WITH BATTERY BACK-UP. 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 5. ALL "J" BOXES SHALL COMPLY WITH N.E.C. 314 6. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAT AREAS. 7. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 8. IT IS SUGGESTED THAT YOU CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: ELECTRICAL PLAN SHEET No: E-3 .. GENERAL HY.A.C. NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR,MATERIAL AND EQUIPMENT FOR COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. 1.OUTSIDE MOUNTED EQUIPMENT& SUP THE FLORIDA BUILDING CODE 2014 5th EDITION PRESSURES AT VELOCITIES INDICATES 2.PROVIDE COMPLIANCE WITH THE FBC, AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS: ACCESS PORTS LOCATED OUTDOORS,' RESISTANT CAPS OR SHALL BE OTHER' A) ANS B9.1 MECHANICAL REFRIGERATION ACCESS. 33HE C.U. SHALL BE ATTACHED TO THE B) NFPA PAMPHLETS 90A & 91 2015 OF 500 POUNDS PULL-OUT RESISTANCE WITHIN C) SMACNA D) ASHRAE 2016 THE UNIT THROUGH THE CONCRETE SL 2. ALL AIR CONDITIONING DUCTWORK SHALL BE 1-1/2 INCH COUNTY ORDINANCE. STANDARD DUTY FULL REINFORCED FIBERGLASS WITH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. 3. ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. 4. DUCT SIZE SHOWN ARE NET FREE AREA. 5. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR OR AIR GUIDE OR APPROVED EQUAL. 6. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 7. PROVIDE TURNING VANES AND EXTRACTORS ALL ELBOWS AND TAKE OFFS. 8. THERMOSTATS :SHALL BE COMBINATION COOLING/ HEATING WITH SYSTEM COOL/AUTO/HEAT/OFF AND FAN ON/AUTO SELECTOR SWITCHES. 9. FAN COIL SHALL BE MOUNTED ON A STRUCTURAL STEEL BASE WITH CONTINUOUS STRIP OF ISOMODE - AROUND ITS PERIMETER. CONDENSING UNIT SHALL BE ANCHORED TO ITS BASE PER MANUFACTURER'S SPECIFICATIONS 10. REFRIGERANT PIPING SHALL BE COPPER TYPE "L" ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 11. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER. VESIG—rEAI\A: EXISTNG JITH AN ANCHOR BOLT W/A MIN. TERRACE To colvvERT SEAL: SHE CONDENSER UNIT FROM TERMINATE 2" 0 INTO KITCHEN AND FAMILY ROOM A/c COND. ro BE LEGALIZED DRAIN OUTSIDE 6" A.F.G. DW O F = DRAIN TO BE 12 AWAY ELECTRIC k0 - 8C SECTION 8C 5 MIAMI DADS 2 FROM OUTSIDE WALL SUB — PANEL SUB PANEL P .• SEE DETAIL AHU B��:.. P Sp�� .,,. 3 ,, t f f t i --IRI : —O ' PE 75423 4" UP TO ROOF O `,- •• \ , NEW FAN COIL UNIT (RHEEM) DESIGNATION CFM BTUH i i, ENTERING F ELECTRICAL DATA REF. UNIT DIMENSIONS OBS TOTAL SENSIBLE RB DB ` VOLTS PHASES HTNG KW AMPS FUSES H W D LIQ SLIT A.H.-1 1,800 48,000 36,000 67 80 240 1 5 25 40 RH1T4821STANJA 57" 21" 211%6' 3/8 7/8 A.H.-2 1,200 36,000 27,000 67 80 240 1 5 25 40 RH1P3617STANJA 42y" 17Y2" 211116' 3/8 7/8 A.H.-3 1,200 1 24,000 1 18,000 67 80 240 1 5 25 40 RH1V2417STANJA I 42,y2" 1 17 2,, 211%6' 3/8 1 3/4 NEW CONDENSING UNIT (RHEEM) DESIGNATION BTUH TEMP. ENT. CONDENSER ELECTRICAL DATA REF. UNIT SEER VOLTS PHASES WIRE AMPS I FUSES CU-1 ;48,000 95 230 1 15 25 RA1648AJl NA 16.0 CU-2 36,000 95 230 1 20 30 RA1636AJl NA 16.0 CU-3 1 '24,000 95 1 230 1 1 1 20 ' 30 RA1624AJl NA 1 16.0 FAN SCHEDULE MANUFACTURER ELECT. SERVICE DIMENSIONS WEIGHT FAN # AND MODEL NO. RPM HP CFM @ S.P. VOLTS/PH/Hz WxLxH (IN.) LBS. REMARKS EF#1 NUTONE / QTXEN 50 770 1/90 50 @ 1/8" 115/1/60 12x10x7 13.2 REFER TO PLAN C U - 3 SEE NOTE BATHROOM EfHAUST TERMINATE 2" A/C COND EXISTING KITCHEN f (e) CL oo DI G 0 DRAIN OUTSIDE 6"; A.F.G. TO BE RELOCATED AKIn oononccn 1 TERMINATE DRAIN OUT 116-1Ilenl: ANDRES RESIDENCE MANAGMENT: # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: F ECHANICAL PLAN SHEET No: M-1 EXISIING ALUMINUM TERRACE . . ••• • • TO BE LEGALIZED ••• ••• ••. GENERAL H.V.A.C. NOTES: .... 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL AND . . EQUIPMENT FOR A COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE .,,, ,,,,, ,,, a ,,,, WITH THESE DRAWINGS THE FLORIDA BUILDING CODE 2014 5th EDITION AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS: A) ANS B9.1 MECHANICAL REFRIGERATION B) NFPA PAMPHLETS 90A & 91 2015 C) SMACNA D) ASHRAE 2016 2. ALL AIR CONDITIONING DUCTWORK SHALL BE 1-1/2 INCH STANDARD DUTY FULL REINFORCED FIBERGLASS WITH ELECTRIC n METER `�jL JI REF. WINE o EXISIING TERRACE TO CONVERT TERMINATE 2" A/C COND. ° INTO KITCHEN AND FAMILY ROOM DRAIN OUTSIDE 6" A.F.G. TO BE LEGALIZED DRAIN TO BE 12" AWAY DW FROM OUTSIDE WALL 2" ELECTRIC SEE DETAIL SUB —PANEL A3 U B MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. ��� �� ®®® y 3. ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED 4" UP TO ROOF SHEET METAL. 4. DUCT SIZE SHOWN ARE NET FREE AREA 5. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH_ COLOR OR AIR GUIDE OR APPROVED EQUAL. 6. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 7. PROVIDE TURNING VANES AND EXTRACTORS ALL ELBOWS AND TAKE OFFS. 8. THERMOSTATS SHALL BE COMBINATION COOLING/ HEATING WITH SYSTEM COOL/AUTO/HEAT/OFF AND FAN ON/AUTO SELECTOR SWITCHES. 9. FAN COIL SHALL BE MOUNTED ON A STRUCTURAL STEEL BASE WITH CONTINUOUS STRIP OF ISOMODE AROUND ITS PERIMETER. CONDENSING UNIT SHALL BE ANCHORED TO ITS BASE PER .MANUFACTURER'S SPECIFICATIONS. C U — 3 EF#1 50CFM SEE NOTE BATHROOM EfHAUST • (e) CL DI G 0 EXISIING KITCHEN II TERMINATE 2 A/C COND. t DRAIN OUTSIDE 6" A.F.G. TO BE RELOCATED oo DRAIN TO BE 12" AWAY AND PROPOSED AHU FROM OUTSIDE WALL 2" ,D NEW PLAYROOM 2 SEE DETAIL L P E > BATI -1 ®�{oo CU-2 ® C Loo 00 LI G 0 CU-1 R E G ';T 0 10. REFRIGERANT PIPING SHALL BE COPPER TYPE "L" ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. oo 11. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER. u EXI SITN G ERI ST MECHANICAL PLAN SC.: 1 /4 =1'0" i /LCONY BALCONY BA NEW FAN COIL UNIT (RHEEM) DESIGNATION CFM BTUH ENTERING F1 ELECTRICAL DATA REF. UNIT DIMENSIONS OBS. TOTAL SENSIBLE RB DB IVOLTS PHASES HTNG KW AMPS FUSES H W D LIQ SLIT A.H.-1 1,800 60,000 18,000 67 80 1 240 1 5 25 40 RH1T6021STANJA 57" 21" 211y6' 3/8 7/8 A.H.-2 1,600 48,000 22,500 67 80 240 1 5 25 40 RH1T4821STANJA 50-1" 21" 211Y16 3/8 7/8 A.H.-3 1,200 36,000 22,500 67 80 240 1 5 25 40 1 RH1T3617STANJA 42,y2" 17Y" 211%6 3/8 3/4 NEW CONDENSING UNIT (RHEEM) DESIGNATION BTUH TEMP. ENT. CONDENSER ELECTRICAL DATA REF. UNIT SEER VOLTS PHASES WIRE AMPS FUSES CU-1 60,000 95 230 1 15 25 RA1660AJl NA 16.0 CU-2 42,000 95 1 230 1 20 30 RA1642AJlNA 1 16.0 CU-3 36,0001 95 1 230 1 1 1 20 30 RA1636AJl NA 1 16.0 FAN SCHEDULE FAN # MANUFACTURER AND MODEL NO. RPM HP CFM @ S.P. ELECT. SERVICE VOLTS/PH/Hz DIMENSIONS WxLxH (IN.) WEIGHT LBS. REMARKS EF#1 NUTONE / QTXEN 50 770 1/90 50 @ 1/8" 115/1/60 12x10x7 13.2 REFER TO PLAN TERMINATE DRAIN OUT DRAIN TO FROM EXISTING '_:_:�)ECON D -MECHANICAL PLAN SC.: 1 /4"=1'0 • • • • DESIGN TEAM: SEAL: F/ O ,P .... L S Ol O 'tJ ' PE 75423 i41, S/ONA�-E� ' YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT ADDRESS: LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 3314 Client: ANDRES RESIDENCE MANAGMENT: # REVISIONS DATE j DATE: 01/12/2021 DRAWN BY- Y R ..° DESIGN TEAM: 1 /8" STAINLESS STEEL WIRE WRAP :CONDENSING - POWER 8c CONTROL LOCATION QD 0 ° 1' LIQUID LINE W/ 0 CONCRETE BASE INSULATION 4 THICKNESS W/6X6-10/10 WWF 1/2 11 M ECH. EXPANSION & GALV. ANCHOR BOLTS 3" LONG SUCTION LINE TIE DOWN N.O.A. 18-0321.11 W/ 1 /2 ARMAFLEX INSULATION & VAPOR BARRIER NOTE: NOTE: SEAL ENTRANCE OF REFRIGERANT SECURE CU W/ ONE 500 LBS ANTI —THEFT LINES INTO PVC PIPE W/IMPERMEABLE BOLTS WITHIN THE UNIT CASING THROUGH RESILIENT MATERIAL (SEE DETAIL). THE BASE PLATE. (MDC— CH. 8C-5) C,U, MOUNTING DETAIL- N.T.S. GRASSED AREA 0 0 o 0 O ° o� o Oo O QUADRANT OPERATOR o °X TO BE OUTSIDE INSULATION. 2"0 CONDENSATE 0000 PROVIDE INSULATION GUARD DRAIN LINE 00 WHERE NECESSARY. ° 0 1 O�� ° ° ° DIA. CONC. OR CLAY O O INSULATED FLEX. DUCT PIPE WITHOUT COVER 0° 00 „D„ DUCT FILLED W/ 3/4" ROCK CONDENSATE DRAIN DRY WELL AIRFLOW SCALE: NTS HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR l� FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE. CONTROL SEAL JOINTS W/ DUCT SEALER & TAPE CEILING DIFFUSER W/ OPPOSED BLADE DAMPER P\RF�O� FIN. CEILING A/C DUCT MECHANICAL ATTACHED TO THE AHU FBC 603.7 TO FLOOR DRAIN FLEXIBLE DUCT CONNECTION DETAIL N.T.S. PROVIDE CLEARANCE BETWEEN AHU AND CLOSET 3" PER SIDE AND 12". FBCM 306.1.1. V CLEAR O PLUG TF-\ ................ . SUPPLY AIR DUCT R-6 MIN. INSULATION DISCONNECT SWITCH LIQUID LINE TO C. U. SUCTION LINE TO C. U. AIR HANDLING UNIT !'%f'1AIAIC�TIr1AI RAI E A.H.U. 18" FOR 2" CONDENSATE PIPE R/A PURPOSE (DRAIN) (SEE A/C 18" X 18" RA OPENING FLOOR PLAN FOR ELBOW TERMINATION) SECOND DRAIN PAN AUTOMATIC CONDENSATE WATER SENSOR TO STOP REMOVAL PUMP HARTELL A/C IF EQUIPMENT DRAIN PAN OVERFLOWS AIR CONDITIONING CLOSET SCALE: NTS A,'C NOTE: -A/C MUST HAVE PROGRAMMABLE THERMOSTAT -DUCTWORK INSULATION R-6 A/C STi\TIC PRESSURE 0.25" S.P. WATER GAUGE AUXILIARY DRAIN PAN AUXILIARY DRAIN PAN SHALL HAVE A MINIMUM DEPTH OF 1-1/2" AND SHALL NOT BE LESS THAN 3" LARGER THAN UNIT OR COIL DIMENSIONS IN WIDTH AND LENGTH ADAPTER AND SHALL BE CONSTRUCTED OF NOT LESS THAN 24 GAUGE GALVANIZED SHEET METAL B ATH R DOM EXHAUST BATHROOM EXHAUST DUCT SHALL GO THRU ROOF AND TERMINATE 6" vIIN. ABOVE ROOF SURFACc. PROVIDE A BACKDRAFT DAMPER, WITH A CORROSION RESISTANT SCREEN vIATERIAL HAVING A MESH NOT LARGER THAN 1/2 )1 ) AND BE FITTED WITH A WEATHER CAP. BATHROOM EXHAUST DUCTS SHALL BE SHEET METAL. ■ \ ■ ■ YAN L. SOLIS, P.E. 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 SEAL: OF F/ O ff� ......... , - �`P SO '' ''••. 03 PE 75423 D; sS ONA\- ? YAN L. SOLIS , PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT ADDRESS: LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 3314 Client: ANDRES RESIDENCE kGMENT: # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. :T TITLE: MECHANICAL PLAN :T No: M-2 GENERAL PLUMBING NOTES 1. PLUMBING PIPING, MATERIALS AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE - PLUMBING AND ALL APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE, BECOMING THOROUGHLY FAMILIAR WITH ALL CONDITIONS, ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE ALL EXCAVATION AND BACK FILL AS REQUIRED FOR INSTALLATION OF PLUMBING SYSTEM SHALL BE A PART OF THIS CONTRACT. 3. ALL MATERIALS SHALL BE NEW AND BARE STANDARDS AND / OR TESTING LABELS AS APPLICABLE AND REQUIRED. 4. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1)YEAR FROM DATE OF OWNER ACCEPTANCE. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC USABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TEST, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT 7. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 8. CONTRACTOR SHALL TEST PLUMBING SYSTEMS AS REQUIRED BY CODE AND REPORT FINDINGS TO OWNER. 9. CONTRACTOR SHALL COORDINATE EQUIPMENT CONNECTIONS WITH EQUIPMENT DRAWINGS AND SUPPLIER. INSTALL EQUIPMENT AND MAKE FINAL CONNECTIONS FURNISHING SHUT OF VALVES, P - TRAPS, AND ALL PIPING REQUIRED. 10. CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES INVOLVED SO AS TO AVOID ANY PIPE ROUTING PROBLEMS. 11. CORRECTIONS OF ANY DEFECTS OR REPAIR OF UNACCEPTABLE WORKMANSHIP AND / OR MATERIALS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE TO OWNER AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 12. DRAWINGS AREA DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 13. ALL WORK SHALL BE COORDINATED WITH THE OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION REPORT AND CONFLICT OR DISCREPANCY TO ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. ARCHITECT DISPOSITION OF THE ISSUE WILL BE USED AND INSTALLED. 14. THE INSTALLATION OF ALL PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH FBC PLUMBING SECTION 405 FOR PROPER FIXTURE *CLEARANCES. CONTRACTOR SHALL NOT INSTALL FIXTURES IN LOCATIONS OR SPACES NOT MEETING CODE MINIMUM STANDARDS REFER TO ARCHITECTURAL FLOOR PLANS FOR PLUMBING FIXTURE LOCATIONS. NOTIFY ARCHITECT OF DISCREPANCY. 15. VERIFY LOCATION, SIZE, DIRECTION FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION, ADVISE ENGINEER OF ANY DISCREPANCIES. 16. WATER PIPING SHALL BE TYPE "L" COPPER (HARD DRAWN COPPER)WITH WROUGHT COPPER OR BRONZE FITTINGS AND 95-5 SOLDER JOINTS (LEAD FREE SOLDER JOINTS)ABOVE GRADE AND ON -GRADE FLOOR SLABS. ALL UNDERGROUND WATER PIPING SHALL BE TYPE "K" COPPER, UNDERGROUND WATER PIPING LOCATED BELOW FLOOR SLABS. SHALL BE TYPE "K" COPPER TUBING OF SUFFICIENT LENGTH SO THAT NO JOINTS ARE MADE BELOW FLOOR SLAB PROVIDE 1" INSULATION (CODE APPROVED)ON ALL BELOW GRADE PIPING AND HOT WATER PIPING ABOVE. FOAM CLASS FOR WALL PENETRATIONS. 17. SOIL, WASTE AND VENT PIPING SHALL BE PVC SCHEDULE 40 NO HUB WITH SOLVENT JOINTS, ASTM 02729. OR CAST IRON. 18. FURNISH AND INSTALL APPROVED SHOCK ARRESTORS (WATER HAMMER ARRESTORS), AT EACH PLUMBING FIXTURE WHERE QUICK CLOSING VALVES ARE UTILIZED. WATER HAMMER ARRESTORS SHALL BE ACCESSIBLE AND LOCATED WITHIN THE AFFECTED RANGE OF THESE VALVES PER PDL FURNISH AND INSTALL APPROVED SHOCK ARRESTORS ON MAIN UNES OR RISERS 19. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPINGS AND EQUIPMENT CONNECTIONS. 20. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATION PAD. 21. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK 22 PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1)YEAR FROM DATE OF OWNER ACCEPTANCE. 23. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTERS. ACCESS PANELS IN RATED WALLS SHALL MAINTAIN THE ASSEMBLY FIRE RATING AND SHALL MATCH THE WALL FINISH IN AREA IT IS INSTALLED. 24. PROVIDE CHROME PLATED OR CORROSION RESISTANT COMBINATION COVER PLATE AND CLEAN OUT PLUG OR ACCESS PANEL FOR ALL WALL CLEAN OUTS. 25. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 26. NO PERMITTED IN ELECTRICAL ROOMS; INCLUDING WATER, SANITARY OR DRAINAGE PIPING. 27. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 28. ALL CONDENSE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH V THICK ARMAFLEX INSULATION WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH V THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. REFER TO PLUMBING DRAWINGS OR SIZE AND LOCATION PIPING. 29. PROVIDE ANGLE STOPS ON ALL WATER SERVICE UNES TO FIXTURES FOR INDIVIDUAL SHUT - OFF. 30. WATER PIPING INSULATION SHALL BE 1" THICK RAMAFLEX INSTALLED IN ACCORDANCE 24. WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER AND RETURN PIPING WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. 31. LAYOUT PIPES TO FALL (CONCEALED )WITHIN PARTITION WALL OR CHASES NOTIFY ARCHITECT IF ADDITIONAL PIPE SPACE IS REQUIRED COORDINATE PIPE DROP WITH FOOTINGS, STRUCTURAL STEEL FIRE WALLS, RATED WALLS, ETC., WHICH MAY FALL BELOW PARTITION WALL OR CHANCE. MAKE NECESSARY ADJUSTMENT TO PIPING TO AVOID CONFLICT WITH BUILDING OBSTRUCTIONS. 32. CONSULT WITH ARCHITECT AND CONTRACT DOCUMENTS FOR LOCATION OF ALL RATED WALLS, RATED CEILINGS, RATED FLOORS AND RATED ROOF AS OCCURRING. FURNISH AND INSTALL APPROPRIATED AND APPROVED FIRE BARRIER AT ALL THROUGH -WALL PENETRATIONS, WHERE AS INSTALLATION SHALL BE PER MANUFACTORIES SPECIFICATIONS. 33. DO NOT INSTALL PIPES WITHIN FIRE RATED WALLS ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SLEEVED AND/OR PATCHED AS DIRECTED BY THE SPECIFICATIONS. PATCHING SHALL MATCH FINISH. (SEE ARCH. DRAWINGS). 34. THE MAXIMUM WATER CONSUMPTION AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH FBC PLUMBING TABLE 604.4. " 35. PROVIDE VACUUM BREAKERS AND SHUTOFF AT EACH HOSE BIB. 36. DRAWINGS ARE DIAGRAMMATIC DO NOT SCALE FOR LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 37. ALL PLUMBING FIXTURES PROVIDED SHALL BE IN ACCORDANCE WITH FBC PLUMBING SECTION 406 THRU 421 PLUMBING NOTES: 1. WC = 1.26 GALLON PER FLUSH MAX. 2. ALL SANITARY LINES SHALL BE SLOPED AS FOLLOWS: - 2" OR SMALLER SHALL BE SLOPED AT 1/4" PER FT. - 3" OR LARGER SHALL BE SLOPED AT 1/8" PER FT. 3. PROVIDE ANTI SCALD VALVES 120OF MAX. AT ALL SHOWERS AND BATHTUBS. 4. PROVIDE 12" HIGH WATER HAMMER ARRESTING CHAMBER AT EACH FIXTURE GROUP. 5. PROVIDE GATE CONTROL VALVE @ EACH FIXTURE, HOSE BIB EVEN IF NOT INDICATED ON RISER OR ISOMETRIC. NO EXCEPTIONS (TYPICAL) 6. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. 7. ALL DIMESNIONS IN ALL SHOWERS MUST COMPLY WITH FBC P2708 MISCELLANEOUS ABBREVIATIONS CO = CLEAN OUT REF. = REFRIGERATOR COTG = CLEAN OUT TO GRADE SH = SHOWER CW = DOMESTIC COLD WATER SK = SINK DW = DISH WASHER TUB = TUB FD = FLOOR DRAIN TUB+= TUB SHOWER COMBO HB = HOSE BIB VTR = VENT THRU ROOF HW = DOMESTIC HOT WATER WC = WATER CLOSET HW = DOMESTIC HOT WATER RETURN WH = WATER HEATER ELECTRIC LAV = LAVATORY WM = WASHING MACHINE FIXTURE CONNECTION SCHEDULE ABR DESCRIPTION HW CW WASTE NOTES LAV LAVATORY 1/2" 1/2" 1.5" 1 WC WATER CLOSET - 1/2" 3" 1,2 SH SHOWER 1/2" 1/2" 2" 1 SINK SINK 1/2" 1/2" 1.5" 1 NOTES: 1. FIXTURE SELECTION BY OWNER AND APPROVED BY ENGINEER OR ARCHITECT. 2. WC TO BE FLESH TANK - FLOOR MOUNTED. 3. KITCHEN FIXTURES TO BE STAINLESS STEEL. 0*0 .•• ••• • • . •..• • •' DESIGN TEAM: ALL DIMESION IN ALL SHOWERS MUST- EXISIING COMPLY WITH FBC P2708 ALUMINUM TERRACE TO BE LEGALIZED 30• MIN. - •••• • • •••• i.•.• • • ••. •i•• • • • • - ALL SHOWERS AND BATHTUBS SHALL - BE FINISHED WITH A NONABSORBENT • • • • • • • - SURFACE AND SHALL EXTEND TO A - HEIGHT OF NOT LESS THAN 6 FEET - - (1829 MM) ABOVE THE FLOOR. - - 2 1/2" IN TO 3" MUD BASE FOR TILE SHOWER PAN MEMBRANE EXIST. SEWER 3" CEMENT BACKER BOARD CONNECTION co IS HELD UP 1/2" FROM THE MEMBRANE NAILS ARE LOCATED HIGHER ELECTRI REF. WINE THAN THE THRESHOLD. METER 2" SCOPE OF WORK 1- INTERIOR REMODELING TO BE LEGALIZED. 2- EXISITNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5- EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6- EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6- EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7- EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. WATER OUT SHUT OFF V H T OFF VALVE RAN HEAT CHAti FR NT EXPANSION � TANK m SWITCH LEFT RESIS NEMA 2R DISCONNEC' 3/4" EMT DETAIL WATER HEATER SCALE: N.T.S. TITAN - SCR2 SPECIFICATIONS: MODEL SIZE MATERIAL FLOW RATE W H D SCR-3 7" 10" 2 3/4' BRASS CASING 320 @ 3GPM NOA : 18-0322.10 J EXISTING WOOD STUDS 1/2' SEAL: j MAX. EXISIING @ 16" O/C V TERRACE TO CONVERT DRAIN SSEMBL INTO KITCHEN AND FAMILY ROOM ,•�'' TO BE LEGALIZED ,�� �� OF F40' 3" DIAM. HOLE DW P .. ..�/O SHOWER DETAIL ELECTRIC �� L. 'I SUB -PANEL ,� N O /�,'�.,..-y SCALE: N.T.S. AC WH - */ -O 1 PE 75423 EXISTING PLUMBING FIXTURE TO BE _FS+s,/0........`��Cj NA VENT LINE W/ PERFORATED CAP c.o. PLUG EXISTING KITCHEN REMPLACE IN SAME ��''" ....� (SCREWED) TO BE RELOCATED LOCATION YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING AND PROPOSED WITHOUT SIGNATURE & CITY APPROVAL STAMPS A.H.U. NEW PLAYROOM 00 CL DI G 0oo ! PITCH DOWN TOWARD DRAIN TS + 1" AC DRAIN PAN TSP + 1" q4(4"MIN.) E C � BAT-1-1 CONNECTION AN ROUTE PIPING TO EXTERIOR AND GOOSENECK MIN NOTE: 6" ABOVE FINISH GRADE. ol MECHANICAL CONTRACTOR WILL COORDINATE WITH PLUMBING CONTRACTOR CONDENSATE SYSTEM INSTALLATION (TO BE PROVIDED oo AND INSTALLED BY PLUMBING CONTRACTOR). C L LI G 0 CONDENSATE DRAIN TRAP DETAIL N.T.S. R E 10 00 DRAIN CAN BE ADJUSTED TO THE G ST 0 HEIGHT OF THE FINISHED TILE MUD BASE FOR TILE 00 MEMBRANE 00 00 THINSET DRAIN DETAIL DRAIN EXIS ITNG FRIST PLUMEING PLAN SCALE: N.T.S. Sc.: 1 /410=1'091 MAY EXTEND AS A WASTE OR VENT PROJECT ADDRESS: CHROME WALLCOVER LEGAL 17AT I O N AND SCREW. PLUGGED TEEW/ Property ty Address: CLEANOUT 5811 SW 56 TER WALL (PER PLANS) FLOOR (PER PLANS) SOUTH MIAMI FL 33143 Client: a 1 ANDRES RESIDENCE 1/8" C.I. BEND NOTE: BALANCE OF PIPING SAME AS CLEAN OUT TO GRADE. WALL CLEANOUT DETAIL N.T.S. EXISTING PLUMB FIXTURE TO BE REMPLACE IN & LOCATION LEGEND: EXISTING PLUMBING SANITARY LINE BLW. SLAB FIXTURE TO BE COLD WATER REMPLACE IN SAME LOCATION HOT WATER EXISTING SECOND PLUMBING PLAN SC.: 1 /4„_1'0„ MANAGM ENT: # REVISIONS DATE DATE: 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: PLUMBING PLAN P-1 ) •.• ,•. . . . .... . bffSIGN TEAM: STRUCTURAL NOTES EXISIIPIG .... • .... . ALUMINUM-_ERRACE • . ... • -... ... ... GENERAL NOTES. FORMWORK. TO BE LEC ALIZED STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH FLORIDA REINFORCING STEEL:- BUILDING CODE 2014 5TH EDITION ACI 318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 350, AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST STEEL STRUCTURAL MEMBERS 1989, AND AISC SPECIFICATIONS. AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN: LAP 6 X BAR NO., UNLESS OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE ENGINEER'S REVIEW. PROVIDE TX 3' CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. THE WORK. MASONRY: THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, F'M = 1500 PSI. BLOCK SHALL DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. THE ENGINEER SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. GROUT USED TO AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM DESIGN LOADS: 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". USE ONLY THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LOADS.. MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS ROOF: OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BE 3/8" THICK LIVE LOAD.:.. ........ ... .....30 PSF UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO DEAD LOAD.. ......... .........10 PSF BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE WIND: DUR-O-WALL (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON DESIGN WIND SPEED = 175 MPH EXPOSURE C CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND RISK CATEGORY =11 INTERNAL PRESSURE COEFFICIENT = + 0.18/- 0.18 SHALL LAP A MINIMUM 8". THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS SHOP DRAWING REVIEW OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL . SIDS (TYP.) @ 32"MAX EXISTING 277— ISTING 1 #5 @ 32"M�TXO IN GROUTED CELL BEAM IN GROUTED CEL C 1 TO REMAIN REMAIN ELECTRIC METER 1 #5 @ EA. SIDE OF EXISTING OPENINGS (TYP.) TERRACE TO CONVERT SEAL: I 1 INTO KITCHEN AND FAMILY ROOM TO BE LEGALIZED ELECTRIC SUB —PANEL EXISTING WINDOWS B TO CLOSED WH I l AC SEE DETAIL 1/S-1 C-1 EXISTING DOOR / TO CLOSED SEE DETAIL 2 S-1 COLUMNS REPLACE THE TIE COLUMNS. ""•.,�.�„• D N WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT SHOP RAWI GS LAP VERTICAL REBAR 6 X BAR NO., U.O.N. oo YAN L. SOLIS - PE 75423 , CL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF DI G 0 EXISTING KITCHEN NOT VALID FOR CONSTRUCTION OR BIDDING CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, THE LAST EDITION OF FLORIDA BUILDING CODE TO BE RELOCATED WITHOUT SIGNATURE & CITY APPROVAL STAMPS TIN LENGTH, ELEVATIONS, DIMENSIONS, ETC. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A EXISTING • _ AND PROPOSED „ TIE BEAM AC ALL HOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO MASONRY S CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THEMASO Y NEW PLAYROOM . p TO REMAIN THE ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. ❑ • O G PORTION OF THE PROJECT SHALL BE A CERTIFIED STRUCTURAL MASONRY CONTRACTOR OR SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS A"CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND CONTRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION PRODUCTS ASSOCIATION FC&PA . THE SENIOR MASONRY SUPERVISOR WILL BE .. .. FROM THE ENGINEER. RESPONSIBLE T A RE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE TOP T. B. a •• EL TR o ssu o BATH-1 P DRAWING P N HE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP S IN ALL INSTANCES, T CO C CU S GO CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM .. ... .. .. . . UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. CONCRETE. WOOD.. �•... .. .,. ,.. .. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 1. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, 3,000 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE LEDGERS, CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2, MINIMUM REQUIRED EXISTING 8 x 8 3,000 PSI REGULAR WEIGHT FOR BEAMS, AND COLUMNS F ET STI Fb-800 PSI, Fv-90 PSI, E-1,000,000 PSI AND L / 360, KD-15, OR BETTER. NDS 2013 PAN L O CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA • 2. MICRO -LAM BEAMS SHALL BE MANUFACTURED BY TRUS-JOIST CORP., OR APPROVED . CAP WI2 #5 :. ! FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT :CL C L O C S EQUAL AND SHALL PROVIDE A MODULES OF ELASTICITY OF 2 000 000 PSI A MIN. FLEXURAL • EXCEED 4 +/- V PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH STRESS OF 2,925 PSI, AND A MIN. HORIZONTAL SHEAR STRESS OF 285 PSI: •, + . . ENT F ACI 301 AND ASTM - 4 FOR MEASURING MIXING - ALL THE REQUIREMENTS O S C 9 O R CONCRETE BLOCK SHALL BE 3. ALL WOOD IN CONTACT WITH CONCRETE O CO C TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS a PRESSURE -TREATED: WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION .. . ; TIME ALLOWED FR M WHEN WATER I ADDED TO THE MIX UNTIL IT R E BATCHED. THE MAXIMUMO S LEVELS OF 0.25 PCF OF CHROMATED COPPER ARSENATE CCA .WOOD FOR STRUCTURAL USE IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.4 EXIST. THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE ' • PCF OF CCA OR MORE: WINDOW CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING �.'' 4. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN • .. OPENING :, •....• .;.. .• . , ., , ..",..•.:. LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 1/2" OF HEARTWOOD. �•' '• '• • ` �' •i''" • • ' ' • ' • ' ''0' NONCOMPLIANCE WITH THE ABOVE. ALL CONCRETE SHALL BE CURED USING A CURING 5. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST TO BE COMPOUND MEETING ASTM STANDARD C-309 TYPE 1. CURING COMPOUNDS SHALL HAVE A z L 00G ST 0 MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH ENCLOSED EXI TIN WALL FUGITIVE DYE: THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS j S G COLLECTION. DO NOT BURN IT. PRESSURE TREATED WOOD MAY PRODUCE VERY TOX C o -. ! I I 1—M. I COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL Q10 FUMES KEN AREAS IN THE RING MEMBRANE SHALL BE RECOATED DAILY. SCUFFED OR BROKEN A S CURING N HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE � 6. I G CO OS:.•, BE UTILIZED N T OTHER ADMIXTURES MAY BE 00 CALCIUM CHLORIDES SHALL NOT UT LI ED I HE WORK. O R SHALL BE DIPPED AND HURRICANE STRAPS, SHALL BE MADE OF STAINLESS STEEL, O ( USED ONLY WITH THE APPROVAL OF THE ENGINEER. REQUIRED CONCRETE COVERAGE OVER T ' SCRATCHES RE -PAINTED) IN COAL -TAR EPDXY PAIN REBAR SHALL BE AS FOLLOWS. 00 7. WOOD PREVIOUSLY USED AS FORMWORK SHALL NOT BE USED AS ROOF FRAMING OR F. FLOOR : • i • • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH '• •' • • •• '•. .; e • ; : • `• . • .. • t ` •, ; y � ' . °.. A. 3 FOR CONCR C S SHEATHING. •. ,: a •. w. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 8. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S DRILL #5 REBAR 6" INTO EXIST.• / / \� 1/2 FOR #5 AND SMALLER INSTRUCTIONS. FOUNDATION STRUCT. EPDXY / / / / / , / / / / / / / EXISTING FOUNDATION / / ADHESIVE HIT-HY 150 BY HILTI \ \ \ \ \ \ \ \ \ \ 2 FOR #6 AND LARGER R STRAPS THAT D NOT MATCH EXACTLY THE ONES SPECIFIED ON THE \ \ \ \ \ \ \ \ \ \ \ 9. HANGERS O S A S T A O O M TC \ \ \ \ \ TO REMAIN /\ \ \i .. s rr -.,• n f R CONCRETE NOT EXPOSED TO EARTH OR WEATHER: /�//�// C. FOR CONC DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND / \ \ \ \\ \ \ 3/4 FOR SLABS WALLS, AND JOISTS \ \ \ \ . \ t WIDTH NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS, \ \ \ � \ \ \ � U � - / / MN PRIMARY REINF. TIE STIRRUPS \ 1 1/2 FOR BEAM AND COLUMN S, S U / / / / / � AND/OR DO NOT HAVE THE SAME. GENERAL SHAPE WILL NOT BE ACCEPTABLE. / / /� \ \ \ \ \. DETAIL 1 \.\\.\\. L MEMBERS IN - \ \ \ \ \ NT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL \ THE REINFORCEMENT O 00 C \ \ \ \ N.T.S. w 10. NO POCKETS WILL BE ALLOWED CONCRETE OR STEEL MEMBERS FOR CONNECTION OF / / / / / ., 1 RUCK / / /. EXI SI TN G ERI ST FLOOR PLA �1 ��� . � . WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 �\ WOOD MEMBERS UNLESS THE CONNECTION DETAIL IN WRITING PRIOR TO INSTALLATION. \N\\. �� � �� N THE ROUND CONTACT q q INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND G 11. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT -DIPPED GALVANIZED. SC.. I /4 = I O SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO ARCHITECTURAL DRAWING PRODUCT ALL DIMENSIONS REFERENCE TO AR EC THE WEATHER OR BE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE CONTROL APPROVAL AND SHOP DRAWING NOTES PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN #5 AND !, APPROVED H P DRAWINGS SHALL BE REVIEWED BY THE ENG. OF RECORD AND ALLSHOP G a DEPARTMENT. PRODUCT CONTROL ,, t 1 1/2 FOR #5 OR SMALLER BARS. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUTSUBMITTED AND PROCESSED AT THE BUILDING DE ARTM-_. fit'•,*•; ' +� ..:. , .-.. D OR THE FOLLOWING ITEMS. r , T T LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED EXCEPT WHERE AND SEPARATE BUILDING PERMITS SHALL BE REQUIRED F RUE O L N WINDOWS DOORS &STRAPS ` PROJECTADDRESS: SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE: EXCAVATIONS SHALL BE MADE TO FIRM, CLEAN BEARING SOIL. NO OTHER UNDERGROUND UTILITIES WERE LOCA TED BUT MAY BE PRESENT.- DIG WITH ALL UTILITY LOCATION CENTER BEFORE YOU DIG. WHEN POLYETHYLENE SHEETS ARE USED AS A VAPOR BARRIER BENEATH A GROUND FLOOR CAUTION.-C U O SLAB, THE SUB GRADE FOR THAT SLAB SHALL BE CONSIDERED A FORMED SURFACE FOR THE 12 PURPOSE F REINFORCING STEEL COVERAGE. ... „ O CODES USED STRUCTURAL CONCRETE SHALL CONFORM WITH ACI-301 IT SHALL REACH A MINIMUM FIELD VERIFY COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FOR SLABS FOR BEAMS AND COLUMNS. FL❑RI - LUING CODE 2020, 7TH EDITI❑N 1 AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4 ASCE - CONCRETE ASTM C-33 , SHALL CONFORM TO ASTM C-9a Y UILDING CODE REQUIREMENTS FOR EXISTING ROOF TRUSSES CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 SET OF 5 CYLINDERS FOR EVERY 50 CU. REINF❑RCES CONCRETE TOP OF T.B. YDS. OF CONCRETE AS PER ASTM C-94 WOOD, NDS 2015 .. EXISTING 24 GA. MTL: DRIP. ON WIND LOAD :CRITERIAi EXPOSURE C MAXIMUM PERMISSIBLE SLUMP IS 5-6" IN STRUCTURAL CONCRETE WITH THE EXCEPTION _ EXISTING R-19 FIBERGLASS INSULATION 1"X2" P.T. WD. NAILER BALCONY - BEING SAND CEMENT GROUT CATEGORY II BASIC WIND SPEED 175 MPH EXISTING 1"X4" P.T. FIRESTOP AT TIE BEAM EXISTING 2"X6" SMOOTH PERIMETER 8'-0" HGTA.F.F. MAX REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. REINFORCING STEEL SHALL FINISH WD. BALCONY . BE DETAILED AND FABRICATED ACCORDING TO THE„ MANUAL OF STANDARD PRACTICE FOR FASCIA PAINTED DETAILING REINFORCED CONCRETE STRUCTURES". HOOK ALL DISCONTINUOUS TOP i EXISTING 8"X12" CONC. TIE BEAM W/ (4) #5 2'-0' COVERED REINFORCING. PROVIDE CORNERS WITH 2# 5 X 5'-0" BEND. CLEAR COVER FOR REINFORCING A.C.I. 530/530.113 _ REINFORCED MASONRY CONT. & (2) #5 BENT AT CORNERS O.H. EXISTING 8"x24" CEILING TERRACE BARS SHALL BE: 30" EACH WAY TYP. & #3 TIES VENTILATION WITH PROTECTIVE „ \ AT 12" O.C. AT CORNERS & AT EACH BEND SCREEN (WITH OPENINGS SIZED MIN. G. BEAMS...... ............... 3 UNFORMED FACES .......... 3 & 48" O.C. ELSEWHERE 1/16" AND MAXIMUM 1/4") AS PER SLABS...............................3/4 FORMED FACES IN FBC R806.1 AND 1203.2 ON TONGUE MANAGMENT. ## „ ,. I I Xz" DRYWALL ON 1"X2" P T WD AND GROOVE WOOD SOFFI BEAMS/COLUMNS ........1-1/2 CONTACT W/EARTH......... 2 NEW FURRING STRIPS 0 16" O.C. (R-4.1 INSUL NEW FILLED CELL W/#5 0 32" TOP T.B. BETWEEN STRIPS) E = DRILL AND GROUTED #5 01 • e .' .. . . .. , O - NEW 1 "X2" FIRESTOP EXISTNREBARG T E BEAM NEPDXY TO C L •' �•• • . , e• • • w :.•:! . :• .: a• . : ADHESIVE HIT-HY 150 BY HILT[ :. U- NEW 8" CONC. BLOCK WALL W/ STD. oo ' . •, EXISTING TIE 9 LADDER TYPE HORIZ. REINF. EVERYZi �, • , . • .-• BEAM TO REMAIN SECOND COURSE. THIS REINF. SHALL EXTEND 4" INTO TIE COLUMNS Do .. EXISTING 8" x 8" AS D oM :.. •:`. CAP W/2 #5 NEW 1"X2" P.T. WD NAILER DINING ROOM`. 1 # 5 DOWEL EVERY W 4 w NEW WOOD BASEBOARD NEW TWO COAT EXISTING MASTER BATH H (BELOW) - " NEW 4" CONC. SLAB W 6"X6" 10 WWM STUCCO FINISH TO BE REMODELING .' 48 ALL AROUND AND ON BAPOR BARRIER 6 MIL OVER WELL COMPACTED FILL _ .: . •.. EXIST. :.� ' 4 REINF. EXTRA LAYER OF WWM TO LAP 30" DOOR ;# :, ::, s., LEATHER EVERY AROUND PERIMETER NEW #5 L BAR 032" W/ 30" LAP. CL oo OPENING SE CO ND ROW o O TO BE GRADE BATH-2 LL ENCLOSED ., :.:. :r ...•TN , . EXISTING WALL � � z 0 B REMODELING TERMITE TREATMENT NOTE: AS PER SEC. R4409. 13.5 OF F.B.C. 2004 UPON :•• COMPLETION OF THE APPLICATION OF THE TERMITE \/ , r• PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLETION00 \ , `: ' , ',. '•• \ i:.a <• ;._ SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY / •• « r NEW 24 x 12 CONCRETE - ' THE LICENSED PEST CONTROL COMPANY WITH THE \/ ' ,.1, • FOOTING W/ (3) #5 CONT. �t FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A \/ ;•x / F. FLOOR COMPLETE TREATMENT FOR THE PREVENTION OF �� -.: \ • SUBTERRANEAN TERMITES. TREATMENT IS IN �\, \ \ \00 • • • : • a• a' ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY. \ • " • : a • ` " ••, , •.' THE FLORIDA DEPARTMENT OF AGRICULTURE AND e ., • ; a,' , CONSUMER SERVICES". EXISTING TYP. EXTERIOR HOUSE WALL SECTION DETAIL 2 �, " / \ \ \ \ \ \ SCALE. 3 4 — 1 0 ' \ SCALE. N.T.S. \\ \\N\\N\/ 1 SHEET No: LC Y S-1 cor 2#5X30" ADDT. CORNER BARS I 4#3 STIRRUPS @ 12" O.C. BALANCE #3 @ 48" O.C.(U.O.N.) WALL TIE BEAM SEE PLAN CORNER REINFORCING DETAIL FOR ALL TIE BEAMS TIE BEAM DROP OVER OPENING SCALE: N.T.S. TYPICAL COLUMN REBAR PLACEMENT DIAGRAM N.T.S. 6" #5 MIN INTO EXISTING FOOTING NEW I EXIST COLU. 16"x12" WALL FOUNDATION Qww EXIST. 12x12 WALL FOUNDATION FOOTING CONNECTION EPDXY ADHESIVE TO BE APPLIED DETAIL 1 BETWEEN NEW F N.T.S. AND OLD F BEAM HOOK COLUMN BARS AT TERMINATION SEE COLUMN SCHEDULE FOR REINFORCING SIZE & QUANTITY COLUMN DOWELS ARE SAME SIZE, QUANTITY AND SPACING AS COLUMN REINFORCING BARS rFOOTING SEE PLAN DETAIL FOR ALL FOUNDATION IM SCOPE OF WORK 1- INTERIOR REMODELING TO BE LEGALIZED. 2- EXISITNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5- EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6- EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6- EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7- EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. ELECTRIC METER r 8• 24" NEW TIE BEAM OR BEAM EXISTING ,. ..:.. SEE PLAN & SCHEDULE TIE BEAM :k • o :1 •• ' - REINF. NOT SHOWN FOR %�• : •' DRAWING CLARITY) DRILL IN W / EPDXY • w RESIN (TYPICAL) BEAM DOWELS, SAME SIZE, QTY, & PATTERN AS EXISTING CONC. BEAM REINF. COLUMN OR TC. (REINF + NOT SHOWN) FOR '� ' NEW TIE COLUMN OR DRAWING CLARITY.) " COLUMN, SEE PLAN & SCHEDULE.(REINF.NOT #5 DWELS AS SHOWN : • :! SHOWN FOR DRAWING @ 16" O.0 MAX IN CLARITY.) EXISTING COLUMN. l • •-MIA1 in w ' 44, • O EXISTING 8" p r NEW 8" C.M.0 WALL 4v C.M.0 WALL EXISTING s NEW 8" 00 CONC.SLAB —CONC. SLAB DRILL IN 00 W / EPDXY . ;• ; :4 FOOTING DOWELS TOP & RESIN . ,•;• BOTTOM, SAME SIZE, QTY. EXISTING . a .: r & PATTERN AS FOOTING REINF. 10 WALL ,', . •• ; ..� FOOTING • EXISTING FOOTING WALL 24.. NEW -EXISTING BUILDING CONNECTION (DETAIL A /S1) SCALE: 1/4"= 1'-0" COLUMN SCHEDULE MARK SIZE (IN.) CONC. COLUMN REINF. STEEL COLUMN COLUMN START REMARKS VERTICAL TIES BASE PLATE TOP BASE C-1 8'x12' 4-#5 #3 @ 12' - - SEE SECT. CONCRETE COLUMNS 12" NOTE: 1. USE fc=3.0 K.S.I. MIN. COMPRESSIVE 8" STRENGTH FOR ALL STRUCTURE C-1 JS. MEMBERS U/0 NO COL.DET. FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS NOTES WIDTH HEIGHT (B)BOTTOM (M)MIDDLE WF-24 24" 12" 3 # 5 CONT. #4 @ 48" O.C. MAX TRANSV ---- CODES USED FLORIDA BUILDING CODE 2020, 7TH EDITI❑N ASCE 07-10 ACI 318.14 BUILDING CODE REQUIREMENTS FOR REINF❑RCES CONCRETE WOOD, NDS 2015 WIND LOAD CRITERIA, EXPOSURE 'C' CATEGORY - II BASIC WIND SPEED 175 MPH A.C.I. 530/530.1-13 REINF❑RCED MASONRY •0*00 • . •. .• • 000 so* DESIGN TEAM: EXISIING _ . • • ALUMINUM TERRACE •w• • • w ••• • •• TO BE LEGAL,[ ED •• to w•••• ••• •�•• • .• 9 . • •• • •. 00100-.0 •.• • •••• • 1#5@EA. SID )rc OPENINGS (TYP.)EXISTING �/ /� A' c c p C 1 #5 @ GROUTED TO REMAIN ' i A I V L. S O U S, r. C. IN GROUTED CELL 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 1 #5 @ EA. SIDE OF EXISIING AOPENINGS (TYP.) TERRACE TO CONVERT INTO KITCHEN AND FAMILY ROOM TO BE LEGALIZED ELECTRIC SUB -PANEL EXISTING WINDOWS 1 B TO CLOSED I WWH SEE DETAIL C-1 EXISTING DOOR TO CLOSED SEE DETAIL 2 S-1 EXISTING KITCHEN CL DI G 0 TO BE RELOCATED AND PROPOSED NEW PLAYROOM AC I (i,,-�� I/f111/U 74�- �- I I JtHL: OF F0-- .•L •SOe /O -o PE 75423 0-1 Q��, • \��,,• �s• .............. NA�G /p�E YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS )JECT ADDRESS: 7 LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 3314 Client: ANDRES RESIDENCE MANAGMENT: REVISIONS DATE: ` 01/12/2021 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SF EXISTING SECOND FLOOR PLAN SC.: 1 /4 =1 0 :ET No: STRUCTURE PLAN S-2 FL 7561-R4 3#14 S.M.S PER PLANS 2-3/4" THRU BOLTS =: ALUMINUM 6061-T6 2 x 5 x 1/8 BOX BEAM NEW 3" X 3" X 1/8" ALUMINUM POST SCOPE OF WORK -1 INTERIOR REMODELING TO BE LEGALIZED. 2— EXISITNG TERRACE ENCLOUSED TO CONVERT INTO FAMILY ROOM AND KITCHEN. 3- EXISTING KITCHEN TO BE RELOCATED AND CONVERT INTO PLAYROOM. 4- EXISTING BATH-1 TO BE REMODELING (NEW VANITY, SHOWER, TOILET AND TILE). 5— EXISTING BATH-2 TO BE REMODELING (NEW VANITY, NEW BATHTUB, TOILET AND TILE). 6— EXISTING MASTER BATH TO BE REMODELING (NEW VANITY, CHANGE BATHTUB TO SHOWER, TOILET AND TILE). 6— EXISTING ALUMINUM TERRACE TO BE LEGALIZED. 7— EXISTING WINDOWS AND TO DOOR TO BE REMPLACED. 8- EXISTING AC-1 AND AC-2 TO CHANGE OUT TO BE LEGALIZED AND AC-3 TO BE LEGALIZED. 9- EXISTING WATER HEATER TO BE LEGALIZED. 10- FLOORING TO ENTIRE HOUSE. 11 PAINTING TO ENTIRE HOUSE. NEW 3 X 3" X 1 /8" ALUMINUM POST OPTIONAL SLAB EQ. EQ. GRADE -I -4: 48" X 48" X 36" 4.4 INSOLATED CONC. a FTG W/10#5 BOTT. d d 36n EACH WAY 3 1 /211 CL a 3 1/211CL 10# 5 x 42" BOT. EW. COLUMN DETAIL (TYP.) CODES USED FLORIDA BUILDING CODE 2020, 7TH EDITI❑N ASCE 07-10 ACI 318.14 BUILDING CODE REQUIREMENTS FOR REINF❑RCES CONCRETE WOOD: NDS 2015 WIND LOAD CRITERIA1 EXPOSURE ''C" CATEGORY - II BASIC WIND SPEED 1.75 MPH A.C.I. 530/530.1-13 REINF❑RCED MASONRY GENERAL NOTES 1- CONTRACTOR TO VERIFY ALL DIMENSIONS. 2- ASCE 7-10 WIND CODE (175 MPH) EXP. "C" 3- FLORIDA BUILDING CODE 2018. 4- ALUMINUM FRAMEWORK TO BE ALLOY 6061-T6 UNLESS OTHERWISE NOTED. 0 i N 3„x3"x 1 /8" ALUMINUM COLT 99000 DESIGN TEAM: 2"x 5„ x 1 /8" 3„ x3„x 1 /8„ .• ..; ••, ; .•..: — ALUMINUM ALUMINUM '•' '•000 •%• ALUMINUM COLUMN BEAM 62'-3" BEAM 1 1 8'-7" 8'-7" 8'-7" B'-7" 8 r .•• • it) 1 I I YAN L. SOLIS, P.E. 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 i l UINL- IUN 5811 TERRACE FRAMING PLAN i SC.: 1 /4„_ V0,, 8f 7f1 3 t • F-4 F-4 F-4 F-4 I PROJECT ADDRESS: LEGALIZATION Property Address: 5811 SW 56 TER SOUTH MIAMI FL 3314 so Vol Client:' ANDRES RESIDENCE e. MANAGMENT: ;1TY OF SC#H MfAW, BUtLi?t CEPT SraUC RAL Sf CT10JA TERRACE FOUNDATION PLAN SC.: 1 /4„=1,0 #14 X 4 @ 8" #14 S.M.S w 10 O.C_ THRU RECEIVING SHEET TITLE: ; CHANNEL INTO PANEL --------- -- — ———————— — — — — —— ------------------------------- STRUCTURE I 4" THICK INSULATED PANELS PLAN WHITE W/.030" ALUMINUM SKIN FASTEN RECEIVING CHANNEL T TOP & BOTTOM 1 /4 DENSITY WALL WITH 1 /4"x2j" TAPCONSQ 10 FOAM. PRODUCT APROVAL No FL O/C �. 7561 ALUMINUM 6061-T6 EXISTIN SHEET No: 4"x 8"x 3/16" BEAM C.B.S WALL COLOR TO MATCH CURRENT PAINT PROGRAM S-3 BEAM TO PANEL PANEL CONNECTION TO WALL DETAIL-3 (TYP.) DETAIL-2 (TYP.) • . • . •. . • • . . • -. 0.* • -- •••• • • '.' 5 v"17- -7,777 t IT m4 n p��. 4 i s� , n .n s SMOKE & SMOKE CO ALARMS REQUIRED IN ALL NEW & EXISTING BEDROOMS FBC R314 1 x It 41 1 i