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17-3353/0 C 0 E F C0 It I K L IN 1 1 O Lo CS) 2 3 M 5 101 7 125.00 125.00 on E c Is 12 13 WATER METER 14 15 16 1 17 25'_0" Lu Q EWER �— EXISTING DRIVEWAY SEWER w u N C E F L I:1 J 10 PROPOSED SITE PLAN LEGAL DESCRIPTION: 3/16„=1'-0”Nf" BOWERS PARK LOT 7 &W 16.5 FT OF LOT 8 BLK 4 `` 4. Title Walter Antin 3 Architect PROPOSED REAR ADDITION SITE PLAN s- FL# AR95210 jlrnwinn Ni,mhPr Drawn Rv Date 1540 Pennsylvania Ave, Unit #8 10 717 J . A. P. Date M Miami Beach FI. 33139 Tel: 305-877-3264 CAD File Name 121 SW 4TH AVE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 1 2 1 3 1 4 A a W " AS APPLIED BY THE AREA IN WHICH THE BUILDING IS TO BE RENOVATED. 37'-11 W z Y X < Ci AND CONDITIONS JOB SITE, PLANS, SPECIFICATIONS ETC. EGRESS CALCULATIONS: 2'-9" WINDOW WIDTH= 32.50 co ao 36 X 63 CLEAR OPENING HEIGHT=25.25 36 X 63 m O D +38.3/-50.1 NET OPENING=5.698 FBC REQ'MT=5.0 +38.3/-50.1 B M BATH 13'-6" C 0 5 1 6 N 1 36 X 51 / I +38.3/-50.1 +40.2/-53.8 7 LO Cq a vMco M X O (.0 OFFICE -STUDY + m N 1/2" G1 EA.SIDE 2 X 8 STUD 8 1 9 '.3/16" X 3 )CON EVENI ,CED 00 0 a W r 0 AS APPLIED BY THE AREA IN WHICH THE BUILDING IS TO BE RENOVATED. W z Y X < Ci AND CONDITIONS JOB SITE, PLANS, SPECIFICATIONS ETC. 0 0 2'-9" co ao N.T.S. m O D cnLO M BATH c5� X N OTHER STRUCTURES -ASCE 7 © O M + - ch RISK CATEGORY II --ADDITION Kx (\ MC r BEDROOM #3 INTERNAL= +0.2 I I r----------- ---------'CLOSET LEVEL OF ALTERATION LEVEL 2 D 0 CLOSET O EXPOSURE B MIN. INTERNAL PRESSURE=. 18 I CLOSET -------------------- 4'-5"1 3'-7" o/ Ti A -EXTERIOR 36" X 80" IMPACT METAL DOOR FLORIDA MECH. CODE 2014 5TH EDITION ----------------------- LINEN AHU NATIONAL ELECTRIC CODE 2011-NFPA 72 0 5 1 6 N 1 36 X 51 / I +38.3/-50.1 +40.2/-53.8 7 LO Cq a vMco M X O (.0 OFFICE -STUDY + m N 1/2" G1 EA.SIDE 2 X 8 STUD 8 1 9 '.3/16" X 3 )CON EVENI ,CED 00 0 9'-2" N �— r 0 AS APPLIED BY THE AREA IN WHICH THE BUILDING IS TO BE RENOVATED. INTERIOR WINDOW INFILL X < Ci AND CONDITIONS JOB SITE, PLANS, SPECIFICATIONS ETC. 0 0 3 -ALL TYPEWRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENT OVER � N.T.S. 00 th + L o GUEST W M DESIGN CRITERIA: c5� MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES -ASCE 7 © c+ M RISK CATEGORY II --ADDITION 12'-7" SHELF INTERNAL= +0.2 LEGEND: 0 LEVEL OF ALTERATION LEVEL 2 D 0 WAY USE FACTOR= 1 O EXPOSURE B MIN. INTERNAL PRESSURE=. 18 TRUSS B.C.L.L.= +10pd.psf CLOSET FLORIDA BUILDING CODE 2014 5TH EDITION -°'BUILDING" A -EXTERIOR 36" X 80" IMPACT METAL DOOR FLORIDA MECH. CODE 2014 5TH EDITION ----------------------- p (�/ L NATIONAL ELECTRIC CODE 2011-NFPA 72 B -EXTERIOR 32" X 80" IMPACT METAL DOOR N C -INTERIOR 32" X 80" 6 PANEL HOLLOW CORE DOOR E FO �� FAMILY ROOM,,UiACCESS D i - D -INTERIOR 30" X 80" 6 PANEL HOLLOW CORE DOOR E -INTERIOR 36" X 80" 6 PANEL BI -FOLD DOOR IT NtEGRESS CALCULATIONS:C'o FO N G IINTERIIOR 30'OR ,' X 80" POCKET DOOR X 80" 6 PANEL LD DOOR X BEDROOM #2 WINDOW WID H= 32.50 n! CLEAR OPENING HEIGHT=25,25 M 0 NOTE: ALL�DOORS�SHALLBE UND ERCUR 1 " NET OPENING=5.698 + FBCREQ'MT=5.0 12'_9" PROPOSED FLOOR PLAN i FOR THE ADDITION UTILITY INDICATE 5/8" GWB EACH SIDE - `— 1/4"=1'-0"C co Q0 Ln N I F co I N 1 in � Cj + tiIINDOW NOTE: %10)EWH PAN W O Q I I 9}_6n pc N ALL WINDOWS ARE SINGLE HUNG I PACT OPERABLE WINDOWS —� EGRESS WINDOWS SHALL NOT B ORE THAN 44" AFF A SEE HOT WATER STOREROOM CONC.���`� DETAIL BELOW SLAB NOTE: THERE IS NO GARAGE AT THIS RESIDENCE AND NEE NEW WALK IN FOR STORAGE REQUIRED G PANTRY 8" X 12" CONC. COL. W-(4) t a� FTG. TO T.BM. & #3 TIES @ A 12" O.C. TYP. ti H J 110 L MTU EXT.WALL RUBBEROID LINER SLOPE 2:12 4"SHWR.RECESS OD EXIST DOOR TO BE ED AND REPLACE WITH INTERIOR DOOR KITCHEN TILE WALLS OVER 1/2"DUROK SCREWED TO FUMING AND WOOD FRAMING 10'-7" 0 d- - --------- - EXIST SLIDING DOORS REMOVED 1)0 WRAP OPENING WINDOWS REMOVED WRAP OPENING c" zo SEE DETAIL THIS SHEET DINING ROOM 171-2f' PORTION OF EXISTING HOUSE TO MAIN HOUSE SHUTOFF VALVE FRAMED WALL NEW 3/4" NEW INLINE VALVE TEE y 3/4" DOMESTIC WATER SUPPLY DETAIL L METER FIN FLOOR 3/4' FN.T.S. MIN 2 DRAIN I I SLOPED SHOWER FLOOR NEW EGRESS WINDOW WIDTH= 32.50 CLEAR OPENING HEIGHT=25.25 NET OPENING=5.698 FBC REQ'MT=5.0 0 COLD WATER IN WITH SHUT OFF VAL WATER TEMP.DEVI1 WATTS 3/4" LFLL' MIXING VALVE ELEC.WATER HTR. TEMPERED HOT Al SHOWER DETAIL N.T.S. TEMPERATURE LIMITING DEVICE 0 N.T.S. PL MBING N0 E ALL NEW PLUMBING SHALL CONFORM TO THE LATEST CODE CHAPTER 4 -TABLE 604.4 ALL NEW FAUCET ARE TO COMPLY WITH THE MAX FLOW RATES FBC PLUMBING ALL VALVES FOR TUB OR SHOWER ARE TO BE PRESSURE BALANCED, PER FBC PLUMBING 424.3 ALL NEW APPLIANCES WITH FAST ACTING VALVES SHALL BE PROTECTED AGAINST WATER HAMMER ARRESTORS 1 ( 2 ( 3 ( 4 5 6 7 8 RELIEF '10 1 11 1 12 1 13 1 14 1 15 1 16 TUB VTR SHWR 2„ 211 LAV CUES' VTR WIN__CF EXISTING LIVING AREA MAIN HOUSE ------1 138 NEWADDITION --------------------------------- 1566 TOTAL LIVING AREA COMBINED -----------2704 STOREROOM ----------------------------------- 103 COVERED ENTRY------------------------------ 80 10 11 PERCOMMENTS 10-12-18 PER COMMENTS 1 1-09-17 Al PER COMMENT 9-29-17 12 1 13 17 ►T1 19 C X E F G GENERAL NOTES: 1 -CONSTRUCTION SHALL FOLLOW THE 2014 5TH EDITION FLORIDA BUILDING CODE AS APPLIED BY THE AREA IN WHICH THE BUILDING IS TO BE RENOVATED. 2 -THE CONTRACTOR, SUB -CONTRACTOR, SUPPLIER SHALL VERIFY ALL DIMENSIONS H AND CONDITIONS JOB SITE, PLANS, SPECIFICATIONS ETC. 3 -ALL TYPEWRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENT OVER SCALED DIMENSIONS. 4 -STRUCTURE FEATURES NOT DETAILED ON THESE PLANS SHALL BE ADDRESSED BY THE DESIGNE OR ENGINEER AS CONSTRUCTION PROGRE=SSES. DESIGN CRITERIA: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES -ASCE 7 TYPE OF CONST ----------VB ENCLOSED WIND LOAD --------170 MPH (3 SEC.GUST) RISK CATEGORY II --ADDITION EXTERNAL= -0.9 INTERNAL= +0.2 NET UPLIFT COEFFICIENT= -1.1 LEVEL OF ALTERATION LEVEL 2 K WAY USE FACTOR= 1 O EXPOSURE B MIN. INTERNAL PRESSURE=. 18 TRUSS B.C.L.L.= +10pd.psf ATTIC STORAGE B.C.L.L.= -20 psf FLORIDA BUILDING CODE 2014 5TH EDITION -°'BUILDING" FLORIDA BUILDING CODE 2014 5TH EDITION RESIDENTIAL FLORIDA MECH. CODE 2014 5TH EDITION TO SEWER FLORIDA PLMGB. CODE 2014 51-H EDITION L NATIONAL ELECTRIC CODE 2011-NFPA 72 Walter Antin 3 Architect Title FOUNDATION -FLOOR PLAN ' FL## AR95210 1500 Pennsylvania Ave, Unit #8 Drawing Number Drawn By JDate Miami Beach FI. 33139 080717 J•A•"--• t I � e CAD File Name Page No.. Tel: 305-877-3264 121 SW 4TH AVE BOYNTON BCH A- 14 15 16 17 18 00 r_ r` N 1 M 14'-6" 4 1 5 1 8 I 7 1 8 1 9 1 10 30'-1 5/8" 8'-6 1/8" 1 8'-0 5/8" 7'-0" 0 16'-11 3/4" LEGEND O A—EXISTING DOOR TO BE REMOVED B—EXISTING WINDOW TO BE INFILLED GEXISTING SLIDING GLASS DOOR TO BE INFILLED D—NEW EGRESS WINDOW INSTALLED E—TEMPORARY WASHER LOCATION NOTE: THERE IS NO GARAGE OR UTILITY ROOM 2 4 5 0 CLOSET ------------------------ BEDROOM #2 3'-0" M CR � M X Ll) N N FAMILY ROOM �PAN 01 9'-6" 0 1 SEE HOT WATER DETAIL BELOW 4 I NEW PANTRY IK 0 o EXIST DOOR TO BE REMOVED AND INTERIOR DOOR REPLACED N 7 11 12 CA D i i t W UTILITY I cq Q0 M N "' X �+ N WH y / C4 STOREROOM 151-011 5'-0" EXIST SLIDING DOORS REMOVED WRAP OPENING LWINDOWS REMOVED INFILL OPENING 171-211 ol DINING ROOM BATH BEDROOM NEW EGRESS PORTION OF PROPOSED FOOR PLAN WINDOW 1/4"=l' -O" GENERAL NOTATION: NOT FOR CONSTUCTION THIS PLAN 1S ONLY TO SHOW THE TIE IN FOR THE NEW ADDITION TO THE MAIN HOME. THE WASHER SHOWN IS ONLY TEMPORARY SINCE THERE IS NO UTILITY ROOM OR GARAGE. as 51# ipl xa U IL 0 0 r C A Ce Title EXIST FLOOR PLAN WITH ADDITION TIE IN Drawing Number Drawn By Date 080717 J.A.P. 070817 J CAD File Name Paae No. 121 SW 4TH AVE BOYNTON BCH vA-1 A 8 9 10 11 12