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RC-11-19-2844, 94 NW 95 St (2)SSOPE OF WORK THE PROPOSED SCOPE OF WORK CONS ST OF: GET PERMITS (INTERIOR REMODELING AND NEW ADDITION FOR EXISTING HOJSE) HOUSE : BUtDING-STRUCTIR 1-WNDOWS AND DOOR REPLACEMENT. 2-EXISTING FAMILY TO BE ENLARGE AND BUILT NEW FLO7 DA K_ 3-TCHEN COUNTER AND C.A3INETS TO BE REPLACEMENT. 4-KTCHEN REMODELING. FOLIO NUMBER: 11-3101-034-0090 ADDRESS: 94 NW 95 ST_ MIAMI SHORES. FL. HIGHEST CROWN of ROAD ELEVATION: 10,11• AS PER CERTIFIED SURVEY BY: UNDERGROUND PARKING: NQ BASEMENT: NQ v TOP OF F. FLOOR ELEVATION: 11.20' HIGHT LO S 10.21' , MECHANICAL 1-NEW SYSTEM SUPPLY . A/C UNITS GRILL AND DUCTS. SET OF PLANS ACCORDING TO 2C17 FLORIDA ELECTRICAL: BUILDING CODE, 6 TH ED TION 1-ELECTRICAL FIXTURES INSTALEED AT ADDITION. NEC-2014 2-ELECTRICAL FOR KITCHEN. _NEW 200 A PANEL LCT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OR STORMWATER ONTO ADJACENT PLUMBING: PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. -REQUI PERMIT TO PLUMBING JOB. NEW BATHROOM AND LAUNDRY PLJMBING . ANY APPLICABLE RESOLUTIONS: 2-NEW WATER HEATER TANKLESS N-2'0. FAMILY: TO BE REMOVED AND BJILT NEW FLORIDA NOTICE: SED: TO BE REMOVED IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TC THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.79(10), FLORIDA STATUTES. APPLICANT: WILL COMPLY WITH ORDINANCE 8C-90 (SECTION 13-13.1 OF THE MIAMI-DADE COUNTY CODE: NOTICE OF ROCK MINING OPERATIONS WHERE BLASTING IS PERMITTED) - PRIOR TO STARTING CONSTRUCTION. TERMITE PROTECTION A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPARTMENT, ENTIRE BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES S ALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISS-ED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION TO SUBTERRAN=AN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." Fotiw 11-3101-034-0090 1 53 41 fJ C Sub-DivisionlMIAMI SHORES SEC 6A MIAMI SHORES SEC 6A PB 12-54 /_ Property Address 94 NW 95 ST PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY ; 1 UNIT LOT 14 8 WI/2 OF LOT 13 LESS NW 95TH ST R/W BLK 167 LOT SIZE 81.320 X 129 R 25892-3965 02 2007 6 PROPOSED SETBACKS FRONT SE -BACK: 25.3'/2115' SIDE irterior SETBACK: 16.7' SIDE street SETBACK: 13 7' REAR SETBACK: 50'-7"' Beds / Baths / Half 3 / 2 / 0 Floors 1 Livng Units 1 JA� Actuat Area 1,796 Sq.Ft + 30 SRF (ADDITION YOR PART OF FLORIDA)=2026 SOF Lot Size 10,490.28 Sq.Ft 10,490 SOF --- 100% 1796 sqf ORIGINAL+23C NEW ADD=2,026 SOF 19.31% EVERYTHING UNDER ROOF< 357. -- — REcFllvZIJ R 2 0 2020 BY: R/VV VARIES (IMPROVED) REVISIONS NO N.W. 95TH ST. ^r`X DATE I a� �,12-16-2019 X ^O "�' X1 -� •• • •• ��I CORNER LESSOUT PORTION OF •••• W.9000 0 0 • FALLS /N LpTS 13 AND 14 BLOCK 167 -^ ^�,� r • • • • d • • W _ Gl. / 13.4' rTi 4 O o`o j� F.F'EL:h20�j ^O G IJ-i w ? a � L) 4 �, � ,O a h ,�p4 � i• 10.8 13.7' l 4 y� .i \N �'snNL �95 µq„? �jF LYxTO BE J 'NENVRfE .E inR �L I.0 N / L eEw ` a.� od • 9 to 9 / xisti septic i4 ( 4� h • SePO EXISTING ADD `v-`-3'�'„`LLCBS nk 10 0 FAMILY S ED I i \ P.P.I-.�10.700' TO BE a: i _ ENLARCE �� - _ 1 moped . Q� 1� f�� . AND XI T B�NEW ELECTRICA O 4 _: _Ili 30 F FLORIDA. ( SER v10E ^� s EC �',I fi 1 °p WEST 1 N /� OVERHEAD 1 I FE $ r LOTE la RESERVE n� a� AREA j0X15' I#2 j- BLOCK. FOUND 112" N s E, IRON PIPE t,--'` 49 SEAL DATE 1, 05-23-2019 I'. FOUND 1/2" �w k . scALE IRON PIPE '` } W DEEIOGNEO--� , @BLOCK CORNER q$; e s SITE PLAN DRAWING NO.0 SHEET OF P`4IS, 9. SCOPE OF WORK THE PROPOSED SCOPE OF WORK CONSIST OF: GET PERMITS (INTERIOR REMODEUNG AND NEW ADDITION FOR EXISTING HOUSE) W()l IOC 1-WINDOWS AND DOOR REPLACEMENT. 2-EXISTING FAMILY TO BE ENLARGE AND BUILT NEW FLORIDA 3-KITCHEN COUNTER AND CABINETS TO BE REPLACEMENT. -STRUCTU A REPAIR PLANS IN ATTACHMENT TO STRUCTURAL PLAN MECHANICAL 1-NEW SYSTEM SUPPLY . A/C UNITS GRILL AND DUCTS. ELECTRICAL: 1-ELECTRICAL FIXTURES INSTALLED AT ADDITION. 2-ELECTRICAL FOR KITCHEN. 3-NEW 200 A PANEL. PLUMBING: -REQUEST PERMIT TO PLUMBING JOB. 1-NEW BATHROOM AND LAUNDRY PLUMBING . 2-NEW WATER HEATER TANKLESS. N-210. FAMILY: TO BE REMOVED AND BUILT NEW FLORIDA SHED: TO BE REMOVED SET OF PLANS ACCORDING TO 2017 FLORIDA BUILDING CODE, 6 TH EDITION ALTERATION LEVEL 2 Z°NERA.nrNG RE90 SECTION 404 ALTERA710 -L VEL 2 404.1 SCOPE. LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITON OR ELIMINATION OF ANY DOOR OR WNDOW THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 404.2 APPUCATION. LEVEL 2 ALTERATIONS SHALL COMPLY WTH THE PROVISIONS OF CHAPTER 6 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROMSIONS OF CHAPTER 7. .HLRIIOR WALL CONSTRUCTION REQUIREMENT: ALL PUBUC AND PRIVATE WORK INCLUDING BUT NOT LIMITED TO WATER MANS, WATER SERVICES, SANITARY SEWERS. SANITARY SEWER SERVICES, STORM SEWERS. DRAINAGE SYSTEMS. ROADS, SIDEWALKS. PARKING LOTS, SITE GRADING AND LANDSCAPING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OR COUNTY WHERE THE JOB IS PERFORMED ORDINANCES, STANDARDS, SPECIFICATIONS, AND DETAILS THAT APPUCABLE. NO DEVIATIONS FROM THE OWNER/DEVELOPER OR CONTRACTOR'S SUBMITTED PLANS WILL BE ALLOWED UNLESS WRITTEN APPROVAL FROM THE CITY OR COUNTY WHERE THE JOB IS PERFORMED IS RECEIVED, ALONG WITH PERMISSION FROM THE CITY OR COUNTY WHERE THE JOB IS PERFORMED FOR WATER AND SANITARY SEWER DEVIATIONS. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE BY THE CITY OR COUNTY WHERE THE JOB IS PERFORMED. ENGINEER/INSPECTION DISCLAIMER: THE PRESENCE OR NOT PRESENCE OF THE ENGINEER/INSPECTOR AT THE WORK SITE SHALL IN NO WAY LESSEN THE CONTRACTOR RESPONSIBILITY FOR CONFORMITY WITH CONTRACT, PLANS. SPECIFICATIONS, FLORIDA BUILDING CODE AND OSHA REGULATIONS. SHOULD THE ENGINEER OR INSPECTOR PRIOR TO, DURING OR AFTER CONSTRUCTION FAIL TO IDENTIFY OR REJECT MATERIALS OR WORK THAT DOES NOT CONFORM WITH THE ABOVE DOCUMENTS, WHETHER FROM LACK OF DISCOVERY OR FOR ANY OTHER REASON IT SHALL IN NO WAY PREVENT LATER REJECTION AND CORRECTION OF THE UNSATISFACTORY MATERIALS OR WORK WHEN DISCOVERED. THIS IS ALSO TRUE IF THE WORK HAS BEEN ACCEPTED AND IS CURRENTLY BEING MAINTAINED BY THE COUNTY OR CITY JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ALL WORK THAT DOES NOT CONFORM TO THE GOOD ENGINEERING PRACTICES AND THE DOCUMENTS MENTIONED ABOVE. APPUCABLE NOTE CODE AS PER F.B.C. 2014 105.10 CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF APPLICABLE CODE FBC 2017 ALL PLANS AND CALCULATIONS HAVE BEEN PREPARED IN COMPUANCE BATH F.B.C. 2017 TERMITES. A WEATHER- RESISTANT JOB- SITE POSTING BOARD SHALL BE PROVIDED TO EXTERIOR WALL CONSTRUCTION: RECEIVE DUPLICATE TREATMENT CERTIFICATES BLOCK W. G.W.B. ON 3 2STUCCO ON EXTERIOR & 1 4" METAL HI -HAT 8' CONC. / / / AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED,PROVIOINC ACOPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE FURRING 0 16" O.C. ON INTERIOR - PROVIDE (R=5) AL -FOIL INSULATION. BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USEDJDENTITY OF THE APPUCATOR,TIME AND DATE OF THE TREATMENT,SITE LOCATION,AREA TREATED,CHEMICAL USED,IF THE SOIL REINFORCED GROUTED 1'X4" P.T. WOOD BUCK W/ CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED,FINAL EXTERIOR CELL CTYP. AT EA.JAMB. 7/4'X1 3/4' TAPCON SCREWS TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL ,,ems ,,,�f, %A 4' FROM THE END AND AT / 105.11 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECT10N AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL CONSTRUCTION REQUIREMENT: ALL PUBUC AND PRIVATE WORK INCLUDING BUT NOT UNITED TO WATER AWNS. WATER SERVICES, SANITARY SEWERS, SANITARY SEWER SERVICES, STORM SEERS, DRAINAGE SYSTEMS, ROADS, SIDEWALKS, PARKING LOTS, SITE GRADING AND LANDSCAPING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OR COUNTY WHERE THE JOB IS PERFORMED ORDINANCES. STANDARDS. SPECIFICATIONS. AND DEFAILS THAT APPUCABLE. NO DEVIATIONS FROM THE OWNER/DEVELOPER OR CONTRACTOR'S SUBMITTED PLANS WILL BE ALLOWED UNLESS WRITTEN APPROVAL FROM THE CITY OR COUNTY WHERE THE JOB IS PERFORMED IS RECEIVED. ALONG WITH PERMISSION FROM THE CITY OR COUNTY WHERE THE JOB IS PERFORMED FOR WATER AND SANITARY SEWER DEVIATIONS. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE BY THE CITY OR COUNTY WHERE THE JOB IS PERFORMED. ENGINEER/INSPECTION DISCLAIMER: THE PRESENCE OR NOT PRESENCE OF THE ENGINEER/INSPECTOR AT THE WORK SITE SHALL IN NO WAY LESSEN THE CONTRACTOR RESPONSIBILITY FOR CONFORMITY WITH CONTRACT, PLANS, SPECIFICATIONS. FLORIDA BUILDING CODE AND OSHA REGULATIONS. SHOULD THE ENGINEER OR INSPECTOR PRIOR TO. DURING OR AFTER CONSTRUCTION FAIL TO IDENTIFY OR REJECT MATERIALS OR WORK THAT DOES NOT CONFORM WITH THE ABOVE DOCUMENTS, WHETHER FROM LACK OF DISCOVERY OR FOR ANY OTHER REASON IT SHALL IN NO WAY PREVENT LATER REJECTION AND CORRECTION OF THE UNSATISFACTORY MATERIALS OR WORK WHEN DISCOVERED. THIS IS ALSO TRUE IF THE WORK HAS BEEN ACCEPTED AND IS CURRENTLY BEING MAINTAINED BY THE COUNTY OR CITY JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF ALL WORK THAT DOES NOT CONFORM TO THE GOOD ENGINEERING PRACTICES AND THE DOCUMENTS MENTIONED ABOVE. APPLICABLE NOTE CODE IMPACT RESISTANT GLAZING ORy SHUTTER. (IF REQUIRED PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQ'D) WINDOW CONNECTION DETAIL N.T.S. FOR ALL WINDOWS AND DOORS APPLICABLE CODE FBC 2014 ALL PLANS AND CALCULATIONS HAVE BEEN PREPARED IN COMPLIANCE WTH F.B.C. 2017 U CO -EFFICIENT SHGC EXTERIOR WALL CONSTRUCTION: STUCCO FINIS CONC. BILK. REFER TO TYP. WALL SECTION FOR FINISH 8' CONCRETE CAULKING AT PERIMETER OF BLOCK. FILL CELL INTERIOR AND EXTERIOR OF I/ GROUT JAMB RIOR 2 X 4 W000 BLOCK G O2`rr.: ALUM. FRAME .;�, Y:: ALUM. SLIDING D00 S' . TRIM DOOR JAMB/HEAD DETAIL N.T.S AS PER FBC 2017 R310 1/2- GYP. BOARD ON 3 5/8' METAL STUD WOOD TRIM CAULKING AT PERIMETER OF INTERIOR OF JAMB I WOOD DOORI \ \ 2 X 4 WOOD BLOCKING WOOD TRIM 1/2" GYP. WALL BOARD DOOR JAMB/HEAD DETAIL N.T.S. DECK NEW ALL INSULATION MATERIAL TO HAVE A FLAME SPREAD INDEX OF NOT MORE THA 25 AND A SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 - FBC R302.10.1 DOOR SCHEDULE MARK SIZE WITH TYPE AIERIA FRAME HARDWARE OTY REMARKS O 8'-0"XB'-8" 1-3/4" SLIDING GLASS METAL/AwY MAIAL/ M PRIVACY 1 EW DOOR IMPACT OA 17-1212.05 Y-O"X6'-6" 1-3/4 SWING NETAL/AWM METH PRIVACY 3 NEW DOOR O APROVAL FL#13540-R O 2'-0"X6'-8.1-3/4' BI-FOU WOOD WOW PRIVACY 1 © 4'-0'XB'-8'1-3/4-BI-F WOW WOOD PRIVACY 1 O IS 1_3/4. NG WI)Op PRIVACY 1 WINDOW SCHEDULE MARK CODE WIDTH HEIGHT QTY. REMARKS HI 39' 54' 3 NEW IMPACT 17-121217 0 H-R 36- 36- 1 IMERCT 17-121217 © D-H-R 59' S9" 1 NEW IMPACT 17-121217 O H-R IB' S4" i NEW IMPACT 17-1212.17 O D-H-R 95- 54' 1 NEW IMPACT 17-1212.17 O H-R 18" 1 24" 1 NEW IMPACT 17-1212./7 IL PIC R307.1 ALL PLUMBING FIXTURES AND TRIM SHALL BE APPROVED AND COMPLY BY THE STANDARDS SEE SEC 406 TO 427 PLUMBING FIXTURES NOTE: IEMFFFF-G-ASD GLAND SHOWERS GLASS ENCLOSJRES IF APPLICABLE ARE TO BE OF 2-BATHROOM FINISHED FLOMS TO BE IMPERMOUS MATERIAL AND OF CERAMIC TILE. 3-ALL PLUMBING FIXTURES TD COMPLY WTH TABLE 46R-2 OF FBC. 4-S"OWER HEAD TO HAVE ANTIS:ALD VALVE PAN DRAIN TERMINATION: THE PAN DRAIN SHALL EXTEND FULL-SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR FLOOR MAN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN N INCHES ABOVE THE ADJACENT GROUND SURFACE. PER FBC PWMB water hammer: THE ROW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SULL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER HAMMER A WATER HAMMER ARRESTOR SNMJ. BE INSTALLED NHERE QUICK CLOSING -VALVE ARE UT LIKED. UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED W1111N AN EFFECTIVE RANG OF THE QUICK CL09NG-VALVE WATER HAMMER ARRESTOR SHALL CONFORM TO ASSE 1010. ACCESS SHALL HE PROVIDED TO WATER HAMNOT ARRESTOR. fixture clearances 15- 30' 15" 30- INTERIOR AND EXTERIOR APPUCATIONS G AND FINISHING OF GYPSUM BOARD, OTHER THAN GYPSUM VENEER BASE B� AND PLASTER, SHALL BE DONE IN 2 ACCORDANCE WITH 701.5. 2509.6 OR GA 216 AND FBC 1210.7 SHOWER ATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF ORBENT SURFACE TO A HEIGHTIGHT OF NOT LESS THAN 8 FEET ABOVE THE COMPARTMENT FLOOR AS PER FBC-ROTA SECTION R307.2. v NEW IMPACT EXISTING W1ND0 WALL TO JB X54" H- ZONE 4 N P=+7D.oD P �(W1�1111j P=-70.00 )AIR SEE PLANS NEW IIMPAC WIND. 38'x54' H-R ZONE 4 P-+70.00 PSF P--70.00 PSF 17-1212.17 0 16N24" H-R ZONE 4 P=+70.00 PSF P--70.00 PSF 17-1212.17 DECK WILL BE REPAIR SEE NEW STRUCTURAL PLANS A TAC ED. O NEW IMPACT WINDOW - 38'x54' H-R ZONE 4 P-+70.00 PS P=-70.00 PS - - - LNEWOINPACT L WINDOW 381 H-R ZONE 4 P=+70.00 P P=-70.00 P 17-1212.17 OR VALL A CEILING FINISHES TO HAVE A FLAMESPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC '10 R302.9.1 AND R302.9.2. FOR INSULATION MATERIALS TO HAVE A FLAMESPREAD INDEX OF NOT MORE THAN 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE V/ ASTM E84 OR UL 723 (FBC '10 R302.10.1). r- ZL WIND LOAD NOTES: 1.- a = 4.5' 2.- WIND SPEED = 175 mph 3.- IMPORTANCE/USE FACTOR= 1.0 4.- EXPOSURE = C 5.- Kd = 1.0 WINDOW ESCAPE NOTES: 1.- All emergency escape and rescue openings shai have a minimum net clear opening of 5.7 square feet.(R310.1.1). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet. 2.- The minimum net clear opening height shall be 24 inches.(R310.1.2). (D 3.- The minimum net clear opening width shall be 20 inches.(R310.1.3). 1XV-B' 4.- Where emergency escape and rescue openings 17-102 are provided they shall have a sill height of not Ps more than 44 inches.(R310.1). OORRETE 5.- Sill height minimum 36" or provide permanent STAIRS - guard rail at 42" AFF, while maintaining required 7CONCRETE ZONE 4 7 P-+70.00 PP�-70.00 escape opening. PE 4 17-121217P-+7000 PSF EP--70.S1]'J'17-1212.17 8 xwsD N HALF NEW FLO AT B ADDITION 30 SQF s 1 � ROOM .-. I I" O 48'154' H-R 4 c ZONE 4 P=+70.00 PSF P=-70.00 PSF 17-1212.17 W n: 0 N 0 N 04 F� N 0 A7 0 M LA Z Qaf Lc Q O DO LL J *k Enz ui 0) ¢ O W aas= UL 15 � NEW r.HNec�'7u --- � � NE�,� %LAUNDRY°° " CBS WALL TOBY � ftEEXISTING © EXISTING FAMILY j0 iUj AREA I cy Ln OTN p _ HOLE ROOF DAMAG T- I ECK MALL BE REPAIR SEE // dZ Q < Q � , Q NEW STRUCTURAL PLANS // 1`Y Q g 0):2 ING A 3: Z EXISTING 2' IMPACT w Q GROM .VD I NEW DOOR KITCHEN Z J NGVD /F Q d KIT TER AND DOOR: s-0- x W-8- CABINETS TO BE REPLACEMENT APRovAL 3540-R Z / ITCHEN REMODELING. + Ps _ PS Q CD 0 6•' 7, 2 Z -- -4 o LL ---_-_ - - I i�: 0 w 0Ld V) °z � i W O NEW IMPACT WINDOW 54"X54"D-H-R ZONE 4 11 6-------------J'sf3e""-R "LLL1J111J 6• L 0 IMPNEW IMPACT 1 NEW DCOOR WINDOW OLE OOF DAMAGE OLE ROOF ORE, 36"xJ6' H-R DECK WILL BE REPAIR SEE DECK VALL BE REPAIR SEE DGGR: 3'-0" X 6'-e" ZONE 4 NEW STRUCTURAL PLANS NEW STRUCTURAL PLANS APROVAL R Ss4o-R P-+70.00 PS A TAC A +55 PSI -55 PSI P=-70.00 PSF 17-1212.17 FLOOR PLAN (NEW ADDITION AND REMODELING) O TO REMAIN NOT A PART OF THIS JOB SCALE: 1/4"=V-O" SEAL DATE 05-23-2019 SCALE UJ DESIGNED x E.O. L) AWN I=j UKAWINrj NU. A-2 SHEET OF SCOPE OF WOR,ti THE-ROFOSED SCOPE OF WORK ONSIST OF PC EX'AVSKTN GET _FDMITS (INITROR RrMDDEI FIG AND NEW ADOITION FOR FXISTIN- -OUSF, STRIP HVJSE : SEALA'w 6LILDRI UCTURE I WIND WS AVD DOOR "-Fxl NC CCUW TO BE ENLARGE AND BUI'_T NEW FLDRICA. BE PC PANG 3 K'TCHEN CEVOTER AND CABINETS TO DE REPL Af,CMFVT R[INFORCiNC 4 K'T.,HEN REVODELING. M _CHANICA'_ MORTAR .-NEW SYSTEM SUPPLY A/C UNITS GRI_-LAND G� � DUCTS WCFIC ]L_ I ELECTRICAL FIXTLRES INSTALLED AT AOCinON. 2 ELECTRICAL FOR KTCHCN. 3-NEW 200 A PANEL PLM3ENG R_OJEST P._RMI' TO PtUM..ING nn NEW' HATHR -0M AND LAUN RY L )ABING . ?-NEW WATER HEATER TANKLESS N 10. ` =,AMIL TO R- R=MOVFD AN( 9L LT NFW -' ORIpA SHED TO 9F RFMOVI`D W 1':aW WAU T! nNSx OR Al-WNYL THERMAL ,Y'j OASS 3yX:Y BREV I BAR / PANS E I ON ick l l BAR LAP iH RMA FOI WEAT_EkGRCG (Awf; 3MKAR) __JSNMDLN' RSALLADON T't'F CAI "1 AS- Est ,-:K i TAII N.T.(LI. 1 I P PUBLIC TI V RC t,IR M NT: SET OF PLANS AO;.UHUING 10 f _CRCA C O Q E E ALL PUBLIC AN R. WCRK C -.DN &�T NOT LINITEL TG "TER MAINS WATER SERVC NITARr 5 SANTARr SEWER BULDING CJJE, 8 TH EDITIJN D TE E . SA DSCA SEHVKES, SIOHM S WE S, DRAINAGE SYSTE,R RORpS, SIDENALI(5, PARKING LOTS, VIE GRACING AND UVOSCAPN SHAL BE c v"c•, RL FRNRES AMD TRIM SHALL BE APPRDv£D AND CCYPLY BY THE STANOAROS SEE .E' ADS TO 1e1 PLUMBING FIXTURES NOTE: I -BATH - AND 410WERS GLASS EMLOSJWS 6-LICABLE ARE •0 BE OF T£AIPE¢D GLASS. FW4>RED Ra N I PEP`RS S WATERML AND OF QRAMK 1 A 4-S+N'YA nxiA Iv HAVE. AID ISCAWrVW 'ABLE ­2 OF FBC- PANRDRAIN-ERMINATION- 1 11 11 1111 ,FALL EXTVND N'- STS 111 RNT' 2 TEP A AKTABIY VAA -TIED INC AOCl WA TC RECEPToR oR - ADIN OR "xTEND TO N[ / EX . OR OF THE BALD NG AND TER N TE NO 'S5 n1 N 6 INCHES AND NDT I` ORE M No.0 ABOK THE ADIACE 'x?CLNJ SURFACE. PER X PLLMS 50 W7 r h 111P. PF- rt mOG ITSIE RE RESTO.I.Eo I. REaC I S POS BD T WARR ER WATER ANMDR IARESlDR 1 SHA- £E ALLED YMCRE FI>t 05 'ALA" ARE w-�O UMESS ONCiWISE APPROVED -HE CSFaP A_ 3E Lac IRN AN EYTECRYF ANO OF NC UUKA c:, S-V- WA- HAWMFR IS- $H A.1. �/ f �- To ASSE 1111, ACCESS SNALL BC 'ROYCm TO -1` "AMVER Fixture Clecronces 15" `0" 1 " 3C' /III 11 I I .�/ - R ♦ 1 T HER THE FRF ^R C - F CONSTRUCTED IN ACCO DA LE ri fr HE .IN OR COUNTY WHERE F KNe IS P_ NRTFA . NAMCPS 5 ALAANS SPE7 CA ONS. ANC DETAILS F THE OWNE 'i]EJO :PE+ OR 'GOMIPACtOR$ EVITY ALO PLANS ALL 8" AL' IME'RCB, -E I:fr N LX'E+YF PP TONS fNY f� T R q j� O A (\/IV 2 BLASKORK-.. EN RNNABLE OR T HLCSS WRITTEN APPR'JYAL. 'NOV OE 15 RF MEDNiI' W"ERE N! JOB AI PERFORMED D RECEYEO. ALONG D �RNI$ CN FROM SS OU VEO. THE CT" THE JOB IS PERFORMED FOR W TER ANC ALL P_8- AND PRIVATE RY SEWER UHCR.E D FINISHING P GYP vF1 BOARD , -NFi THAN VENEER RAN 21 "`E 1 IlY LE�iE_ A , uM M.,r AMANJ^ I Ti S HALL BY REDO EASEMENTS SHALL BE RECORDED PRO* '0 FINAL ACCEPTANCE BY iNr CYn OR COUNTY WHEf?E THE AB tS 'N_P.FCRMED "` , SAA _ AND PI.A� R 9xA__ 3E DONE IN Ze 1 AD OROANCE WITH 701.5. 2509.6 OR SFCaON ATO. FK ) { '} 4a < /I C � ENC yEER INSPECTION CI�_,AIM..ER: GA 1R PN) F C 1 ' 2 0 B 2 SHOWER/BATHNB COMPARTMENT '. 1 SCOPE. EVE 2 ALE s -DE THE AlOr ]JR ID WA(£, E A>;UII Uv 0 LD IMP TLW OF ANY DOOR OP w f%W. 1 UI HE PRESENCE OR NOR-RCSENCE OF THE CNGINEERANSPECTOR AT ME WORN SITE SHALL IN NO WAY LESSEN `HE .ONTRACTOR RESFO SiBI..I''' FOR CONFORMITY TH CONTRA[" PLANS SPEC'HCATUNS, M:-ST HAVE FLOnR AW,, AAI._S IC OF NONAB.SOREIENI RECDAII'LR IRON OR EA ENS3N OE ANY S"STD,1, OR THE NSTALLA'10N'NSiRUC'Eu OF ANY ADC1101JAL-11.ENT. `1 FLORIDAFBUILDING „ODE AND OSHA R CU.FTICNS. SHOULD THE ENGINEER OR NSPECiOR nR10R T0. DURING OR A -MR CON TRUCTION FAIL i OEtr-1FY OR REJECT MATFRIAS OR WORK T-A- OOPS NOT CONFORM WITH SURFACE TO A -EIGHT OF NO - T"F '', pry. LENT. 2 A A111 171* COMPLY WITH THE ABOVE DOCUMENTS, WHET -EN ER ROM LACK OF DISCOVER) OR FOR AHY ETHER REASON IT SHALL IN NO I. FSS NAN 6 FFFT APOVF IM NI FLWH ITHE IN 'VE1O1 r PR-ON3 OF R FOR ', hEt 1 A. TEPATDN.< AS WEII AS !NF 01 I ALSOLLHCNTRU AN OIiIOOK0N OF THE UNSATISFACTORY OR WORK WIiCN WAY =HRED A, PEr =PE. F_C 2".t' ZCTION 9307, 2. -ITER 1 PRONAONS OF D�APTER 1 H 1 SUER I DISCOVERED. THR IS ALSO RTS F . iE NO:K 1HAS,-R BEEN ACCEPTED ESPOI CtLIE FOR BEING IO NOF AL BY THE COUNT" OR CT`" JUPS ICT CN ONTNCIIEP SHALL BE RESPONSIBLE FOR CORRECTION OF ALL 1 T / _- T"A' 0045 NOt GUNFLHM T f"E CO' U ENGINEERING PRACTICED AND THE DOCUMENTS MENTIONED _ rEt_11Wf_` J IV -I Vi-�. APPH,Adl t N U C Ak New MHACF WINLOW-_ AS RE R -BC 01, APP CABLE OGEE R 2017 ALL PLANS AND CA_JJ.ATONS HAVE BEEN PREPARED W C9JP_A4CE WITH F.3.C, 2C17 38 .54 W 'C5 ER TIFICATE OF PROILL IVE THEA•MENI -UR FREY_NTIUN CF TrRM -ES ZONE A 'NEAP R- ESISi ANi 00 EITE POSTING BOARD SHALL BE PROVIDED "I� EXTERIOR OVAL' CONSTRUCTION: I P.+70O PSF" N RECEIVE DU. ICAT. TREATMENT :RFER F'.CAT"S Lam _ P=-70- PSF`A/'61 ELEv. / AS CAC GOOF. =RnTFCTNF 'A'MFNT IS C'.MPIT`D.PRV� .DING A ^. F 8' C.ON(I, L _,k W/ Ttlr7r,7 )N LX'. :..4 UOr?& -/ 2� GAY ON 3/ `S ME AL H'.. -HA .I 1T_1212.17 I-10 VO' FOR L"E PERSON HE PeHMII S IbW D -C AND ANOTHLR COPY 11w HE FURRINC 0 16" O.C- ON INTFRIOR - ''ROVID6 (R=.51 Al -I DI. INNil ATION r BU'.LCINC PERM.I FILES. THE TREATMENT C RTEICATE S"ALL PROVIDE T-E - -' - - 3s x�54_ H-,. PRODUCT JSCD NTITY T1' APF T RM ANAT F TH C DC OF 1_ LCA 0. J D C O F. '�. rR EMINENT ITE COCA ON,ARE1 'REM ED.CHE FN USED, 11 IH: $O. L. PEI NFOR.,EC CROU-= i•X4" P i. WOUD BOCK W/ r7 - t1TM!fA BA F`n' M HO .pR TERMITE PRE'vEN OV S USED FNAL EX'ER:fIR CELL CT.P AT EA. JAMB. 1/4"XI 3/4" APCON SCREWS I HEAIMENI ,kIAL BE OMILETED PRIOR TO ANAL UUI_DING APPROVAL. "YP. CBS AA-L IN rFR Oft / A 4" FROM THE END AND A` _ , C5'1 NOTICE OF ERUI E PRC'ECTCN 15" OC M4%. ESE 1YH ER- _ _f_ .v ^� A PERMANEh SIGN WHICH DENTU S THE -FRMITF-RFA`MENT PROVID=R AND IFOEO, MIN NEED FOR REJNS-'E: l ON AND `+EA MENI t:ONFHACI RENEWAL SHAL_ BE WHOLE RCCF DAMAGE PR VDED F 1I,N S -ALL BE POS D NEAR THE WATER HEATER DR E-ECTR.t, i DECK WILL BE REPLACED IN AN EXISTING SEPARATE PER�RyT yI}r/ j /EXISTING ON;TR C. I.tt. _L6UIkLM VI - „I. / / Rm LL JBJC AN P«T TE WORK INCLUDING BUT NOT UMTED TO WATER WINS. WARN FRACFS SANITAR -FRS, SAN'ARY 9EW R, ER CES a_ SEWERS LNAMAGE SYSTJ,1 DADS. SMWAXx , PARKNO _.IS ) RAU-NO AND -I)SCARI G IHA-` BE 0•s-RUC N ACCCRDANCC WM THE COY OR COJN•Y WERE 'R[ JOB 5 FCRFORVFD ORDi'YANC[S STANDARDS. SPECIRCAIIOHS. D DETAILS THAT APPLICABLE. NO [DEVIATIONS FROM THE DWNER/DE+ELV ER OR 'UN' -TORS SUBMI L TANS WILL A ALLOWED N',SS WA -EN APPROVAL FROM ME CITY OR CGHTY WHERE THE JOB IS P RFCI S RECEIVED. ALONG NTH PERMISSION FROM Orr CITY OR C A NTY WHFRF THE JOB IS PFRF RMED .,R WATFR AND SAID ARY NFw nFV1 BONS AL. PLB,C AND PRIVATE U LMENI >HA,_ BE NL'URUED PRIOR TO NAL ACE«IANCL BY 1E _31Y OR „OUN WHERE THE „09 IS PERFORMED. _NGINEER/1NSP T ON VS LAA&R: THE PR=NCC OR NO' RESENCE OE THE CNGNDER/INSPECTOR AT T-E WORK SITE SHAL_ IN NO WAY -SSEN P-F CON'RAC-OP IFS-ONSIRIt ITF FOR CONFORMT' W'TH C'"NTRACT Rt.MR, E-FXuYONS- -OR;DA B,I=I G CODE AND OSHA REWtA'IONS. SOU LD H- END NL;X "R NAPE(,' H =RIOR '0' UUHING DR AFTER CCNSTRUC�ON FAIL TO IDENT CJ :I• OR RECT MAT[RA-5 OR WORK RUT DOES NOT 0D ORM WITH THE ABOVE COGUVEHIS. WHETHER FROM .ACK OF OSOOV-R" OR FOR AN" OTHFR RFASON R SXAI 11 NOW PREVENT LATER REJ-"ON AND CURkE ON OF HE _NSAHSFACIORY MAIERIALi 3N WONK WHEN OISCOMEREC. THIS IS ALSO TRUE :F RYE WORK HAS PEEN ACCEPTED AND IS CURRENT Y BONG v HTANED Or THE _OUN`Y OR CI-Y .:UTNSDK:TICN. ME CONTRACTDR SHA.I BE RFSPONSIBLF FOR PRCGTbx OF AI WORN THAT DOES NOT CCNFORJ TO T"E GOOD ENGINEERING PRAC'C AND IHc U- UMENTS MEN^IONEU ABOVE. ,pp LCAB� NOTE CODE: FOR AL_ MN OWS AND DOORS AWDCABLE _ODE FBC 2G1 A FLANS AND CALCULATORS HAVE BEEN ''HEPANED N _UMM'-A!ANCL WEN F.B.C. 3077 U CC E FICTEN $HC,C EXTERIOR WA_L C"vNSTRU i N: SN'W MISREFER TO TYP '--- YNN 01K. R_FE f_WALI CTI N FOR FINISH 8' C N RETE ; / .All IN AT P R,VFTER OF PI "CK =1 ! F . - �YJ IE OR NO E:K L-IOR OF W/ vP U IJAMB 1 FXTFRI)k / �2 X 4 WfYO �L�cKTNG }.,, • '. 1 1 ALJM $J�ING DOOR W IERIOR 1/:. RIDU 1 'RIM INS-LAT'DN DOOR JAMB/HEAD DETAIL A.- S. AS PER FBC 2C17. '310 t 2 3F50ARO ON 3 8 M- qL SPJD _W CO iRD 7AU-KING AT PERIMETER CF NTERIO DF JAMB WOOD DGOR WcnD FRaME' \ \ i A 4 WCO,, RI',0KING l Nror TRIM N`-----1/z' u'r- WALL. BOARD BOOR AVR/ -LD FIFTNI NITS -_-� NEW I sTucca/ EX-ERIOR CALK W NI 3B"454 IMPACT RESTSt TNT GLAZING OR SHUTTER. (IF REOL REC =ROCUCi ZONE 4 CDNTROI, A=PP('.VAt AND A P�F70. FOARATC BUII. DING PERM' RrOOD) P..-70. 1/-12' 'WINDOWCONNECTIO'\ DETAIL N. S. ALL INSULATION MATERIAL TO HAVE A FLAME SPREAD INDEX OF P40T MORE THAN, I25 AND A SMOKE -DEVELOPED INDEX NOT, TO EXCEED 450 - FBC R302.10.1 DOOP SCI MARK a- I WITHrmE -E I FH �.-...RFMPRxs ADDA _ A D xA-A• _a/4 51a44 VE YAIIN V[ .} J fa 'MPACT, I I Z'_ 4-9• t J/4 SWING �TALiKwTi PMVACI T A X_1LjuA RI 3 2 -0 X6' -e 1 3iNr 1 FO WOG:. WOOS PFII-1 I 1-1/4"1I FAIL WEN}_ (VAMn PRIVADY, i FR YPC.Y J/A' WNC WOODOC WIfN,D0 v S,�_-F a - MARK :CUE WIL H H D, _ D- RJMARNS A H P J8• 54' 3 _T IRA1).•21Z17 a- H-R m, 36" 1 yPA;f "_•1t117 n-H-R 54" NiW 212.1e H-R 49 _ ' NEW MPA.T 11_121217 NEW11-1212" H-R Ifi i4' I LIPACT IT-12" r-___.--_-Sim d 'PREVISIONS WIND LQAC 'NOT-S: : NO DATE - u - 4.5 ----- __JUILUIN 2.- WNC SPEED = 5 Orion 3. MHUIN TAME/h5E FAC'lR= '.:1 Ly 4.- 1XF,1i,IN; - C 5.- Kd - 1.0 A I 1 ESCAPE �I N �� �1L �YY E�.,. P� 1JT._... _ 1.- A emergency _sccpe a..d rescue,pen-ngs sho 1 have -1m n mum P.et dear opening of 5. square feet. R310 1 I,. : W Exce�: on. J"a e Flo., open ngs she l have a • • • • T min mu^ net G ea, oceni^.g of 5 square `Bet. • •�' 2.- he mi=Imum ret c'ear opening he ght D a' •^ • 0000 • ` 24 ches,(R3' 0.1.21 -He • •�-� • i.J • • • •I. 3.- minimum net Dear opening width she • e• 20 ch s(R3"O1.x) •••••�tv' •••• '1 IraRl a 3w E i =_ 4.- Where g ncy -Tape and Te.- upe = • I�1 ' _ ov Jed they Shutt hoe a sill height of n_ • • • • • • ' .TD P51 70 PPs Oro,s than 44 nc a :R3T 1!. • • • K �•� NEW ONCRETE i1A'RS �_E DLTI%_ 5 - S'FI he ght mlr mu-- 36' or provide Derma-- - guard rail at 41" Af, f, w le maictn Wing req_Ir 'T • • • I • : • 00000 • M �•• • / P" esr ape opRnin, n••••K.J ^^ M Lf: lJJ 7 ZONE 4 P.+7000 P gM • • •Z (G PINE D0 P • • • • 7 N O•C^C • - � 17-12T2.17 M ^ J _ - - -s-r - • • IQ ILL LU i • itZ • LLJ •O • I •OLU • I e I g • • a �• a HALF NEW FLO� _ B P • • • • ACD1710N`_2,30 SQF1 5; 1-`•'�"' "I b ZONE 4 R 11DM P=+70.00 P �1 P--70.00P22 i -1 1 17 ! ! ! i J F.F-E.=TOES NEW LAUNDRY\ s Nl EXSTIN FAMILY r; AREA D Nt3e., i I. '1 DINING ROOM XISTING / F' .F L vL,cn KITCHEN/ Ti: A}rvG / TO 0 dC-ACEMEN- //F/////////////// I'CHEN R_MO., EJNG. -CIOS C cgs 'WALL TC REMAH WHOLE ROOF DAMAGE. DECK WALL BE REPLACED IN ` AN FXISTNG SEPARATE PER T 71e_1 / i / /, j - 4 / 00P / � _NWOT /y��� k 1//�>MASTER 777 //T/J1j r / / r � �' / V,-/EXISTING % 9FDROOM /1 s4.5<D_H._B y-.,_,.. ' �/ /, / n . //;'/' „/BATH ROOM L, �RN / zoNE 4 / WHOLE ROOF DAMAGE \ / L. /./' ,/ • I /// ' ! % / / // / / P=_7d`.^o P. / DECK WILL RE RFPL ACE" 'N �./ r' j - /EXIS TMG ` % s / / / / / / II/ •I I nl' / 17-111217t7 AN EXISTING SEPARA' rfR T / , ;BEDROOM 2• / / / -? �' / 5 MEW M ' W 5 NJOW L1 SB- 54 II R � ZONE 4 % // / AID, NG W 'Wl, P. E7000 / �/ 17-121217 , / , / � I 1 A".-P _. \ 5 �j�,Sfi".tit -F / s, L %NEW MPACI 1 � t- �NEw A„T -•.,-- w oxvz .. wNCoe Nw� _ R 1t 3e'x3s H-R N"-CL ROOF DAMAGE W11 YFiCLE ROrF DAMA.,E \ DECK BE REPLACED IN D `w 0. 6'-B• ZOtJE 4 I ZONE a DECK WILL BE Re PL ACED I r3s4o-a P-t70.00 P t .4N EXISTING SEPARATE PERT P.+70.00 PSr � AN EXISTING SEPARATE PFR t1-11/2.17 P.-AN ; -/�� �\ q� //�� (('' AND ,�J I. {t� I]-711217 NOT FLOOR P:.-AN I \1F1VY h DDI I CA AND '\EIY D 1 I N G E..:I TO REMAIN rWTAS ?R DOCIST IS JOD OR vALI A CEILING FINISIFS T" HAKE A FLAMESPRE'AD INDEX 0 'R�A't]RR3JZN 12C 4L D 4 SNCKE LE'/ELGRED INDEX NOT GREATER Yn 450 A$ PER KA.E /4 =': - 0� DR I IJI.1111 C 'IALS 'J -111 A FLAWSIAREAD INS€x A NO' NO 1tk THAN 2'Y VJ1 AN ACDAIPAN• N4 SMOKE DEVELOPED t LEY NOT TO EX:EED SJ HEN IE ES IN ACLURDANCE v, ASTKY EB4 OR JL 723 "K IC R302.0.1) r- :t �9a SEAL � S (BATE _ �. 05-23-2019 q I -SCALE SI - i ,DESIG( NED Y l E.O. w RAWN-- x DRAWING NO. -- A2 SHEET OF '�ai. i SCO?E OF WORK THE PROPOSED SCOPE OF WORK CONSIST OF: GET PERMITS (INTERIOR REMODELING AND NEW ADDITION FOR EXISTING HOUSE) HOUSE BUILDING STRUCTURE'. '.-WINDOWS AND DOOR REPLACEMENT. 2-EXISTIN AMILY TO BE ENLARGE AND BUILT NEW FLORIDA. 3-KITCHEN COUNTER AND CABINETS TO BE RFPLACEMFNT. I 4-KITCHEN REMODELING, VE;,NANICAL 1-NEW SYSTEM SUPPLY . A/C UNITS GRILLAND DUCTS. EL(:=TR 4. 1-EIECTRiCAL FIXTURES INSTALLED AT ADDITION. 2 ELECTRICAL FOR KITCHEN. 3-NEW 200 A PANEL. PLUMBING- -REQUES7. P RND- TO PLUMBING JOB. 1 NEW BATHROOM AND LAUNDRY PLUMBING . 2-NEW WATER NEATER TANKLESS. N-210. FAMILY: TO BE REMOVED AND BUILT NEW FLORIDA SHED: BE REMOVED _ I SET OF PLANS ACCORDING 10 2017 FLORIDA BUILDING CODE. 6 TH EDITION NEC-2014 /� A/C GENERAL NOTES VERIFY AT JOB STE AL.I SPACE CONDTiONS, DIMENSIONS AND EQUIPMENT SIZES PRIOR TO DUCT FABRK;ATION OR ALL DUCTWORK TO BE R-6, ALL DIFFUSERS ARE CEILING INSTALLA71ON COORDINATE REOIARFMENTS TO AVT.ID TYPE SELECTED BY OWNER. ALL DUCT SIZES ARE CLEAR INTERFERENCE WITH OTHER TRADES, INSIDE DIMENSIONS. DUCTWORK SIZED BY EQUAL. FRICTION GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS METHOD (IN. WG) AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS. DATE OF ACCEPTANCE. DUCTS FROM 'OLET ROOMS SHALL. OSCHAROE TO TIE PROVIDE AIR CONDITIONING UNTS MR, MATCHING LOW OUSEE OF THE BUILDING. SHALL BE'ERMINATED NOT VOLTAGE HEAT-CODL THERMOSTATS WITH ON -OTT AUTO LESS THAN 6 INCHES ABOVE THE FINISH ROOT SURFACE SUB -BASE SWITCH, FURNISHED BY THE L')➢PMEN1 AND ALL BE SCREENED WITH A GORROSON RESISIANI MANUFACTURER. MAIERIAL HAVING A WES, OPENING Aja• & tl /2• ALL AIR CONDITIONING COMPRESSORS SHALL BE WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE SCOPE OF WORK _ OF ACCEPTANCE O THE PRUC-. PROVDE THE FOLLOWING. COMPETE SYSTEMS : INSTALLATION A XNEENSER UMTS, MR PANDLERS WIN STAN'S VOLUME DAMPERS. THERMOSTAT', REGISTERS INSTALL A_L EQUIPMENT IN RC(bR"AtM7 TO THE AND O F.B.C., ASHRAE, SMACNA, NFPA ANJ LOCAL +("NAMCES. °FOODS TURNING VANES RI ELBOWS t DEWES OR GREATER B ROOF CAPS FOR EXHAUST FANS FROM BATHROOMS VIBRATION ISOATOM: ALL EQUPMEN AS PER MANUFACTURER'S CCKNGNNATE N TAUADON OF ALL ROOF LASHING A" RIOT PEMETRATOV. RECOMMENDATIONS OR AS SCHEDULED ON DRAMN3S. PA" FOE ALL F'TS, INSPECTIONS AND CONNECTION CHARGES REQUIRED GLASSFIBER SUPPLY DUCT ATTACHE.: 7MECHAjJIC `Y {I r_ - NOTE L PROVIDE SAFETY FLOAT SWITCH DEVICE I L it AT C,fiNDENS. PAN STRIP HEAIER — ^`f_�... Tull..."l II FACTORY FABIKATED _i I=____s FILTER SECTION 1' '"ROW AWAY I i'(^� L 4' ALL ARROUND DISC SW I 2' A 4' STEEL CHANNEL SUPPORT PLENIM UI II LI REFRIG. ONES E dec l C.L. ON TO OUT SIDE I CONC DRAIN oaf; AHU MOUNTING DETAIL NTS ON SE( To SLA 1 AN LOW PROFILE GOOSE NECK VENT. W/HEAVY DUTY SCREEN & B. DRAFT DAMPEi ROOF - L111LING NAVVIES J�\ - R=5 6' MLN - R=6.0 LE A. - R=19 CEILING LINE 1-4' RGID DUCT GALV. 26 GA. EXHAUST DUCT DETAIL N.T.S. fF�+ EXHAUST FAN SCHFDLLF BRAND MOTIONS M00: 696 N RPM: 1600 AMPS 076 ELEC. CHARACT. ll5/01/60 CFM 50/100__� SYM31S & HVAC �-_Y NOTES: .. R-E SUPPLY QUCTWVRK ® CEIUNG TYPE SUPPLY OMSER 50CFV BATH F RAUST FAN WITH �J BACK DRAF" DAMPER. PROVIDE A F F AA' 4TEET METAL DUCT CAUGE 26 TO ROOF CAP. SEE DETAIL. DRYER EAHAUSI WTH BACK DE DRAFT DAMPER. PPONOE A IV SHEET METAL DUCT GAUGE 26 TO WALL CAP . SU DCTAI_ COOS MTL /./2§'oEx STL AM1GLE I/4• BOLT GO N "IN FRI.F7�WEI- 1 �C' 111 4" CON, SLAB i/B•Xi GWS M''_ STRAP OVEP C.: W? A114 SCREWS AIR FLON T B FEN ail G. MR N 4. T L Mt IL I— _U R1 w.HML IL S EW ZOA /ELDC,71 T_CtIBLL DUCT SUPPORT DETAIL r�Ts 1 AIR ROW _CONDENSING U\II CU-1 F,LTE5G31T AND DRIER GLASS PIPE INSULAnDN 4" CONCP.EiE BASE FOR ALL WINDOWS AND DOORS U CO-EFFGENT SHCC NEW HVAC SYSTEM NUMBER )y DOTAGE 6\ARER ta/2D01EOL J IDIAL CAPACITY (BTU/HR) 48,000 MANUFACTURER. CARRIER OR EQUAL SINS CAPACITY (ETU/!IR) 42,500 AIR HANDLER UN MODEL No RHlIae2'TANJA C.F.M. SUPPLY 1,560 CORD MGDR. NUMBER; RA 16AAAJ RNA C.F.M. O/AR - SEER/EER 6 HEATING CAPACIY : KBTU/H 'HEATH, CAPACTY .KW 2a.O Z. REF R410A 0 F_. ._.. .-- - - - - --I-------------- to EXHAUST FA"RE NHALF FHOFRAN' TOBEINSULATED WNHLINE f BAT INSULATION HAVING A NEW THERMAL REST rVITY OF AT EI FLORIDA LEAS? R-4 AND HAVING AN EXiFRNAi PFRMEANCE i 4' DRYE% EXHAUSt VENT ThR�RCO' W/ ROOM MDT EXCEEDING 0.05 PERM TERMINATION GMW/BACKDRAFT WHEN TESTED IN OF 96. � ACCORDANCE WITH ASTM EJR318 NOT LESS THAN 0.016 INCH F.F.F,10.10' OROA CAP FMC Mi411.5 CONDENSATE RETURN & MOONLINES E AS SLEEVEWIILAUNDRY ONO SCRCEN NWArnt ou OUD W/ NEW Ah21(/4•INSiLATON A/C E CORD ORMN ^° � � / owm / �/ A/T CONCENS!NO UNIT DETAILS WT0 PYC fWT R -� WN ILGR.IIION lON 14k tT'.:/'� APERI€ABE, iE4EX-YRIOCAL MIE) NEUANA & WMull p NO-S A/C CONDENSING UNIT TC BE INSTALLED IN ACCORDANCE VFTH THE LCRIDA BUILDING CODE "MECH ANHCAL N 7T A,Al ' p DE-Al- 1 _ CDD t017' THE STRAP TIE -DOWNS AS INDICATED HEREN IS IN COMPLAN E WITH -HE REQUIREMENTS OF 'HE ISOLATO-- 10 BE PROVIDED BY CINUENL �V�G JN ! 'L'1OUIV TANG DE Al _ 'D- AND MEETS "E WIND LOAD R.WIREMENTS IN ACCORDANCE WITH ASCE IT. ELECTRCAL CONTRACTOR 'LAN N.-S. _-- ADJACENT WALL STIN EXISTING KIT-CHHaN TH �J-----------------.—. REVISIONS NO DATE q©N -16-201 v, S_ SEAL 05.23.2019 I S� I o N Y 1 E.O,D W M-1 I � `SHEET OF SCOPE OF WORK THE PROPOSED SCOPE OF WORK CONSIST OF DUAL TYPE DUAL TYPE CARBOR@ro GET PERMITS {INTERIOR REMODELING AND NEW ADDTION FOR EXISTING HOUSE; 3 CAM M DETECTOR BATTER SMOKE DETECTOR---- CARBON . - XNE/SMOKE MPWX!DE/SMOKE HOUSE �N HSMTC �✓! FBCR FB& 98CR 2 J73.N � 3!3.a BUIC,ING-STRUCTURE 'tE 3-WAY UCHI WITCH 1 WINDOWS AND DOOR REPLACEMENT. 2-EXISTING FAMILY TO BE ENLARGE AND BUILT NEW FLORIDA. C VAPOR PROOF LAMP I 1 REGULAR TV JACK 3 ,WTCHEN COUNTER AND CABINETS TO BE REPLACEMENT. ® RECESSED FBC 1G6.3.5. A.2 4-KITCHEN REMODELING. LAMP MECHANICAL f EXHAUST FAN v I -NEW SYSTEM SUPPLY A/C UNITS GRILL AND DUCTS. ,JUNCTION BOX ELEC'RICA'' ROOD I'M I- ELECTRICAL FIXTURES INSTALLED AT ADDITION. l TV JAO( REGULAR TV JACK 2-ELECTRICAL FOR KITCHEN 3-NEW 200 A PAYE. LJ 9 FCEF'ACP FBC 106.3.S.A2 PLUMBING Q RANGF -PROVIDE ARC FAULT CIRCUIT I NTERRUP'_R PROTECTION FOR Al.l. 15 AND 1 -REQUEST PERM C=L;MBINO JOB. 1-NEW BATHROOM AN. _AUNDRY PLUMBING ® DRIER 20 AMP 125 VOLT BEDROOMS BRANCH CIRCUI7NEC 2011 210,12 2-NEW WATER HEATER TANKLESS. N-210. E=:Z=UORESCEN" LAMP -SMOKE DETECTOR TO BE CONNECT AT FAMILY: 10 BE REMOVED AND BUILT NEW E'�ORIDA BEJRooMs ARc-FAULT BRANCH T TELEPHONE AD KPH SHED: TO BE REMOVED -_-_-- ----. --__. _ -. 0 WALL MOUNTED LAMP 44 OVERHANG LIGHT p.Q MUNG FAM ITH JGHT SET OF PLANS ACCORDING TO 20!7 FLORIDA BUILDING CODE. 6 TH EDITION NEC-20-4 FOR AU. 15 AND 20A RECEPTCLES IN AREAS SPECIFIED - IN 210.52 TO BE LISTED TAMPER RESISTANT RE'.IPTAIYfiS AF CI HRCTECTWN t`.Ni ALL LEG UZ.ATION AREAS. I ELECTRICAL NOTES: I. THE INSTAL `nON SHALL CDAIKY WITH THE REWREMENTS OF THE NATIONAL ELECTRICAL CODE 2014, THE FLORIDA BUILDING COCE 2017 „61H EDITION AM LOCAL AUTHORITIES. 2. THE CONTRACTOR SHAH FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICN. INSTALLATION IN ACCORDANCE WITH THE DRAWAIN . THE INSTALLATION SHALL BE DONE IN NEAT AND WMKmANSNP ME MANNER ALL MATERIALS SHALL BE NEW. FREE FROM DEFECTS, AND SHALL BEAR THE I.A. LABEL 3 THE CONTRACTOR S', PROVIDE AND MAINTAIN TEMPORARY POWER .0 LIGHTING AS MAY BE WEQURED BY OTHER TRADES. A THE CONTRACTOR SHAL, PROVIDE ALL MATERIAL AND LABOR FOR CONNECIOHS TO EQUPYQHT INSTALLED BY DINER TRADES THIS INCLUDES FIELD WRING FOR CONTROL SHSTEMS ALL FLEXIBLE RACEWATS SHALL HAW A BOND WIRE INCLUDED IN ADOTON TO THE REOU IEO CONDUCTORS. 5 PROVIDE EMPTY CONDUITS WITH PULL WIRES FOR THE IELERNONE SYSTEM. COORDINATE THIS W WTH OYMER. 6. ELECTRICAL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED ON THE DRAWINGS, SIBS AWC 10 AND SMALLER SHALL BE SOLD An 8 AND LARGER, STRANDED. INSULATION SHALL BF THUD OR OTHER APPROWD By LOLA. AUTHORITIES REGARDLESS a THE WIRE Sin NOTED ON PANEL SCHEDULES , ALL 120 V. BRANCH CIRCUIT WRING FOR CNCLRTS TERMINATING 100 FT. OR MORE FROM THE PANEL SHALL BE SIZED NOT LESS MAN 10 AWG T THE ENTIRE ELECTRICAL SYSTEM SHALL BE DIX DEO IN ACCORDANCE WITH THE NATIONAL ELECIROCAL CODE. 8. IHE COHIRACTOt SHALL TEST ALL PORTIONS a THE ELECTRIC SYSTEM UPON COMINETION a THE WONL 9. SERVICE EQUIPMENT FOR EAOL SPACE SHALL BE SUITABLE FOR THE SHORT ORCUIT CURRENT AVAILABLE AT ITS SUPPLY TTRLMNAL INCOMPLIANCE WTH NEC 230-65. 10. MROWDE EACH PANEL WITH A DIRECTORY IDENTIFYING ALL CI -M A"T PEIdeANENILY TO TIE INSDE OF THE PANEL DOOR. ALL SMONE DETECTOR SHALL BE INTERCONNECTED A MOIECTED BY A.F.C.Cl AND SHALL HAW BATTERY BACKUP. NOTE: AREA BEING WORKED ON MUST COMPLY WITH MINIMUM 75% OF '.. LAMPS TO BE HIGH EFFICIENCY FBC E 404, A[E.11 Tampa. It— R—Fla Min DW H,g eA ercr aM 2H052 aI •:s.aa Ism `mpere ragPNeces slew bO Wtec,AmPNrR arc �Aa Is LIGHTING CAMPLES WITH r E C AOA A Bonding forOtherSystems Mom. Faun �.�o.oµry I. �1*-250.SAN) MaW ee,.�w Fwonw PecwAy �.;Q®250.94121 cw+wna a �c^^wNHu��� 250.BM3) uc. �vmur «r ttzmn�u- c.8 1'et[ PYC LIMB TW+E PeIF GR. DBCNTex NPwANvn ,n .��. -m •PAAW Y _ - o N was F AFp 1 ELECTRICAL LOAD CALCULATION'S teN m. m.m wR I ''M c_ . AT 3 .AT/SF 3015oO WATTS C2) APP_Mi0E5 I DO.00 WARS EQUPMENT 52.900.00WA75 TOTAL. 5N,215.00 WATTS -TRsi ILA XW Itl.BD.UO WATTS PEMAINCER Al a0R 23.686.20IIATTE -' IOOR 10 10 Tr' i Nil. DO WAITS NEWAA VOl T5 = 163.69 ANP nw 2LC wt5 NEW PANEL 'A' t? 20O.2AOv A ELECTRICAL RISER DIAGRAM NOT SCALE GIL ME rTA6L�/����.� - J MONOKDE19AXE FBc 913.1 SMOKE DETECTOR $ FBC 34 CONNECTION DETAIL SCALEN ? S- • SJOKE DETECTOR S BE HARDWIRED ((i D WILT TYC IPE) : ELEFaICA S ,_ ��J J • • TO A OV '1TICHABLE BEDROOV UGHrNc !!( ••• II"" aRCV B IERY AIL -UP AND SHALL NOT BE ' • • • • OHNECI+S OYTO THE D SIDE OF OROUN^ FAOLT SRCLT 1 TER. SMDHE MIF11.5 WTHIN I • cAGH L:. PF 1f5CONNFG.IFD F^; ^, _ 4, SMCK Gt1�C1Ok CONNECTION DETAIL APi—�- O -� r'r' _.. •• N.T.S. ,1 • • - -- _ ••• L L L CT R CA L PLAN SCALE: 1 /4"=V-0" • •••• REVISIONS NO DATE ti^ +]ti1L c 1 Pe3t3 •Sl] f\ \ �E:ic55T0 N AL E�� SEAL D 05-23-2019 SQL-E) I`- o DESIGNED x .'DlfAG7R�I = U E-1 SHEET OF SCOPE OF WORK THE PROPOSED SCOPE OF WORK CONSIST OF: GET PERMITS (INTERIOR REMODFLNG AND NEW ADDITION FOR EXISTING HOUSE) HOLSE : BOLDING -STRUCTURE: i-VWNDO'WS AND DOOR REPLACEMENT. 2-EXISTING FAMILY TO BE ENLARGE AND BUILT NEW FLORIDA 3-KITCHEN COUNTER AND CABINETS TO BE REPLACEMENT. 4-KITCHEN REMODELING. 'MECHANICAL i-NEW SYSTEM SUPPLY . A/C UNITS GRILL AND DUCTS. 'ELECTRICAL: 1-ELECTRICAL FIXTURES INSTALLED AT ADDITION. 2-ELECTRICAL FOR KITCHEN. 3-NEW 200 A PANEL. DEMING: -REQUEST PERMIT TO PLUMBING JOB. T-NEW HAT -ROOM AND LAUNDRY PLJMBING . 2-NEW WATER HEATER TANKLESS. N-210. AMILY: ID BE REMOVED AND BUILT NDIN FLORIDA SHED:TO BE REMOVED SE7 OP`'PLANS ACCORDING TO 2017 FLORIDA eUl DING CODE, 6 TH EDITION NEC 4 ALL PLUMBING FIXNRES AND TRIM SHALL BE APPROVED AND COMPLY BY THE STANDARDS SEE SEC 40E TC 427 AS PER MIAMI DADE ORD. SEC.8.31 FBCR 2903.2 PLUMBING FIX STALL MEET W1C LOCAL WATER �1.0W RESMC106 ADOPTED BY MIAMI-DADE WATER AND SEWER BNG FIXTURE OR FIXTURE FITONG MAXIMUM ROW RATE(6) Y. R—ta 5 gpm at 60 ps metering) 025 gdtoa per metering cy_le Cory, p E i (Ether Man matering) 0.5 qom of EO P w F..,(a) 1.5 gpm of 00 os faucet 1,5 pp i 60 p, ..lade,. w 0.5 I tor. per nushr cycle r C osvt 1.28 g II p II AE a cycle "cer (rea tlertld) 6.5 go"."p yc. a 'D,-gy ", Some cerrned)(c1 osnar (comm oV) Leas than 1,2 gal p r k for fli dump mUch'nes and less tltar 09 goll— per rack for oll otN type, o. eea (under the count. n o,M—) I C gauan w I— der rack trn mperature madtlnes and t1.7 gallons per r=k for lox-tempsoW a Ong eTaRlIme Wvter Iaetor of 8 0. low r ;Energy /_F. sense C.BRea1(CI 1-BATH TUB AND SHOWERS GLASS ENCLOSURES IF APPLICABLE ARE TO BE OF TEMPERED G_ASS, BATHROOM FINISHED FLOORS TO BE IMPERVIOUS MATERAL AND OF CERAMIC TILE- -ALL P MBWG FIXTjRES TO COMPLY WM IABLE 46R-2 (Y 19C- 4-SHOWER HEAD TO HAVE ANTTSCALD VALVE. PAN DRAIN TERMINATION: -HE PAN DRAIN SHALL EXTEND RILL -SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASR RECEPTOR OR FLOOR DRAIN OR EXTEND TO ME EXTERIOR OF THE BOLDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE. ADJACENT GROUND SURFACE PER `BC PLUME 5047.2 THE FLOW `FLOC- OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED U REDUCE THE POSSIBIUTY OF WATER HAMMER A WATER HAMMER ARRESTOR SIIAL_ SC INSTALLED WHERE WICK CLOSING -VALVE ARE UTILIZED, UNLESS OTYERWSE APPROVED. THE ARRESTOR SHALL BE LOCATED WTHN AN EFFECTIVE RAN" OF THE QUICK CLOSING -VALVE WATER HAMMER ARRESTOR SHLL C NORM TO ASSE I= ACCESS SHX_L. 8F PROMDED TO WATER HAMMER ARRESTINiI fixture cleorc races 15, 30" 15" 30" PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY SEWER LINE ----------- VENT LINE ------ CD - - CONDENSATE DRAINAGE LINE — SAFE WASTE UNE - — COL" WATER LINE (C.W.) HOT WATEP. LINE (H.W �c HOSE BIBB W/VACUUM BREAKER GATE VALVE TRAP �n AIR CHAMBER V 'VENT. VTR VENT TIRLI ROOF GD GARBAGE DISPOSER COOL CLEANOUT -0 GRADE —I CO CLEAN OUT 1 zi 1- MINIMUN C 0- I F MH'w z DPAIN I INr JEL^.OW F OIF. -' 7 rRAIN I , 4' it _DLO F 3" CRA.IN L t � * "T LOP. kU\IJ 'IN CM IMH H1 IU LACLACH r X1URt EQ IpEO i rOVOT ' I F AV 0 T AT RA F F--(:H U & W! t IACR. I le OVIUD. /'rC W IH "WH LI, ftGl_ tit, E... I tFINIMUN S OF A' BE100'V FLO R 2 . DR arN LEIS U 3 DRAIN LC 8-,- _-- WA I THREADED C.O. PLUG FIN. GRADE STAINLESSSIESL COVER SCRE'VPfaV .. IHREAUEU ' " " C U. LUG X 6 D'A 'ONCRETE \ PAD FLUSH (Y/RN. GRADE SUP vONT I t i j' EXTERIOR TYPE WALL 1 TYPICAL. 'I FA`\0,7 DETAIL ALL PLJMBINC FIXTURES AND TRIM SHALL BE APPROVED AND COMPLY BY THE STANDARDS SEE SEC 406 TO 427 ItL_ 4 tU Jk/.v .NE Ft UNBING FIXTURE SCHEDULE TRAP FIXTURE HOT COLD MARK SIZE UNITS WATER WATER \- SH 2' 2 \' \" sK 1\" 2 \' \' wM 2' '.. 4 \. \• DW 1' SW N/A \' - \" W/VALVE & VAC- BREAKER G. AG' BD to/2 2 \. V U G. 1) FIXTURES TO COMPLY W/ROC TABLE 403.1 . FBC/1`403.11 2) ANTI -SCALD VALVE ALL SHOWERS & BATH/SHOWER COMBINATIONS SHALL BE PROTECTED W1 A CONTROL VALVE OF ME PRESSURE BALANCE WIERFXOSTATIC MIXING OR COM- BINATION TYPE SET. HANDLE POSITION STOPS PER MANUFACTURERS INSTRUCT-ONS AT TIME Of INSTALLATION TO A MAXIMUM MIXED WATER OUT,ET TEMPERATURE OF 120- F. HIT TO FIXTURES NEW WATER HEATER N-IZO USN' SAME PIPES INSTANT CW AND NW WATER HEATER MDul.ILAN , I. 3!A' SORE WS TC STOW, EF: 0.99 I W •C ) 4 GAL INSTANT WATER HEATER !TAIL S.O.V. INSTANT WATER HEATER SCHEPAILF MN. 5-6' FROM FLOOR 4WH MO ' : TIAN N-21C 21 KW-2DOURE.BREAKERS SC AMP': ' ...W FROM CW MAN UL #49? -Pipe Fittirgs 112' -21KW at 220V •50 omps - 2 double pole 50 amp breakers recuirea 2, 6/2 wire lire -Dimensions 7' x 12' x 35• inches -Weight; 9.0 'Os 3' OCi FROM 9ELI I& ANTERIOR AND EXTERIOR APPLICATIONS AND FINISHING OF GYPSUM BOARD, OTHER THAN GYPSUM VENEER BASE AND PLASTER, SHALL BE DONE IN ACCORDANCE WTH 701.5, 2509.6 OR GA 216 AND FBC 1210 7 SHOWFR/BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF NONABSORSENT SURFACE TO A HEIGHT OF NOT LESS MAN 5 FEET ABOVE THE COMPARTMENT FLOOR AS PER IBC-20'7 SECTION R302.2 N HALF BAT NEW FLORIDA ROOM ` pp NEW F, F.E..=IO.71y EXISTING �I FAMILY CABLE AREA I \ 9 C.W. ._.__ _. }`H.VV-. _e\ v K SOM NITCHE�H1 JWS < < .,R .,W CORE FP^M HW TO x T- _.TD. WH I _ 1 I / EXISTING KITCHEN j M TO N/11 T AWAY HCT \ aFIXTURE PLUMBING PLAN SCALE: 1 /4"4-0" REVISIONS NO DATE 12-16-2201 I LLI •.•• • • •••• • • 0 ,••• • •I N •009 • 0 • • AYD . • • •Z . • Q YC• • • • J t° " ii LIJ J o e • G SEAL DATE 05 23-2CM DEESIGONED W nAWN LIRAWIP-1 SHEET OF FOUNDATION PLAN 21 41(CTYP) STEEL TUBE ST-1 SECT T1'P i., — E70XX ON -SHRINK GROUT 3/16' TOP. OF THE Sl_1-0 ��/ LEA V= +/- 0'-0' 3'X3'X SECTION ST ❑ CONN TION ❑ TAI D E T A I L "A' I—A1 SCALE : 1' = 1'-0' S-t NEW CONCRETE SECTION �1 SCALE, 1' . SECTION 3/S-1 MD a rA` FOOTING ENLARGE DETAIL & REINFORCED EXISTING FOOBNG(TYP) NTS SCOPE OF WORK I -WOOD STUD WALL TO BE REMOVED AND INSTALL NEW STEEL BEAM TO SUPPORT CEILING JOIST. 2-LATERAL BRACING AND AT GABLE END TO BE 3-RETROFIT ROOF TO WALL CONNECTION FOR UPLIFT 4ND LATERAL LOAD. 4- REPAIR RAFTER AT PORCH AREA WOOD NOTES: 1-PRIMARY WOOD FRAMING MEMBERS SHALL BE No. 2 SOUTHERN PINE OR BETTER SURFACED DRY, USED AT 19% MAX M.C., WITH THE , FOLLOWING STRESS RATINGS UNLESS OTHERWISE NOTED STRESS VALUE ( NDS.2015-non repetitive) SIZE thickxhgt. T-4 x 4" 74 x 6" 74x B" 7-4 x 10" 2"-4 x 12" Fb (psi) tension or compression 1.100 1,100 925 800 750 Fv (psi) 175 175 175 175 175 Fc L 565 565 565 565 565 (psi) 1,450 1,400 1,350 1,250 1,250 E (ksi) 1,400 1,400 1,400 1,400 1,400 2. METAL STRAPS, CLIPS, AND HARDWARE SHALL BE GALVANIZED TREATED. CInI]FS UAF11 FLORIDA BUILDING CODE 2017 ASCE 07-10 ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCES CONCRETE WOOD: NOS 2015 AISC 360-10 CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BLDG & BRIDGES ACI 530-13 BUILDING CODE REQUIREMENTS FOR REINFORCES MASONRY WIND LOAD CRITERIA: EXPOSURE C RISK CATEGORY - II WIND SPEED 175 m.p.h. MEAN ROOF HEIGHT = 14' NOTE: VALUES MAY BE MULTIPLIED BY Kd=0.85 IF ASCE COMBINATIONS ARE USED OE51GN LOAD5: ROOF: ALLOWABLE SUPERIMPOSED DEAD LOAD: 30 PSF ALLOWABLE SUPERIMPOSED LIVE LOAD: 20 PSF (FBC -2017 TABLE 1607) GENERAL STRUCTURAL NOTES 1. GENERAL A. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AND VERIFY SAME ON THE ARCHITECTURAL SET. ARCHITECTURAL DETAILS SUCH AS; SLAB DEPRESSIONS, WATERPROOFING, CURBS, MECHANICAL OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE ARCHITECTURAL SET, B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING TO ENSURE SAFE WORKING CONDITIONS AT ALL TIMES. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE. 2. CONCRETE A. ALL CAST -IN -PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000 P.S.1 B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-02 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING. 3. REINFORCING STEEL A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-02. B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 GRADE 60, UNLESS OTHERWISE NOTED. C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. D. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. F. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS. 3. MINIMUM CONCRETE OVER REINFORCING MINIMUM CLEAR COVER. (IN.) A. CONCRETE AGAINST AND PERMANENTLY EXPOSED TO EARTH (UNFORMED FACES) B. CONCRETE EXPOSED TO EARTH OR WEATHER (FORMED FACES): A. #6 BARS AND LARGER 2" B. #5 BARS AND SMALLER 1 1/2" C. NOT IN CONTACT WITH GROUND A. STRUCTURAL SLABS & WALLS 3/4" B. BEAMS AND COLUMNS (PRIMARY REINFORCEMENT, TIES, STIRRUPS & SPIRALS) 1 1/2" C. SLABS ON GRADE OVER VAPOR BARRIER 2" 4. MASONRY 1 l A. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF, T LE S'-QUAL TO THAT REQUIRED BY ASTM C 90 "STANDARD SPECIFICATIONS FOR HOLLO AD BEARING CONCRETE MASONRY UNITS" B. ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION SPECIFICATIONS OF ASTM C 270. EXCEPT THAT SLAG CEMENTS SHALL NOT BE USED. MORTAR FOR EXTE810R WALLS SHALL BE TYPE M. FOR INTERIOR LOAD BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR INTERIOR WALLS ABOVE GRADE AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M, S, OR N. C. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE SETTING LOCATION SHALL BE FILLED WITH CONCRETE. ) D. GROUT FOR MASONRY UNITS SHALL CONFORM TO ASTM C 476 AND SHALL ATTAIN A COMPRESSIVE STRENGTH OF F'C=3000 P.S.I. AT 28 DAYS. 4 E. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C 90 WITH THE COMPRESSIVE STRENGTH OF F'C=1900 PSI. MINIMUM AND F'M=1500 PSI MINIMUM FOR FULLY BEDDED WALLS. IF ONLY FACE SHELL BEDDED F'C=2450 PSI MINIMUM. F. MAXIMUM POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT SHALL BE 4'-0". G. SLUMP 9" + 1" FOR GROUT 5. STRUCTURAL STEEL A. STRUCTURAL STEEL WORK SHALL COMPLY WITH AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATIONS AND ERECTIONS FOR BUILDIWH?#NGS" AS IT APPEARS ON THE MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM TO ASTM A 36, FY=36 KSI. C. STRUCTURAL STEEL TUBING SHALL CONFORM TO A-500, GRADE B. S. STRUCTURAL LUMBER A. QUALITY OF WOOD TO CONFORM WITH FLORIDA BUILDING CODE 2017. B. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. C. ALL LUMBERS SHALL BE SOUTHERN PINE STRUCTURAL GRADE NO. 2. STEEL COLUMN SCHEDULE MARK STEEL COLUMN REMARKS SIZE BASE CAP S-1 TS 3X 3-X 3/16- 8'X7'X }' STEEL PLATE W/ (4 )J' 0 ANCHOR 8'X7'X }' STEEL PLATE W/ (4 ) }'0 BOLT SEE DWG. BOLT 7066 SW 44tn Street MIAMI, FLORIDA 33155 Off : (766) 306 4724 RE1®ERIO CONTREMS. PE IICENSE • •POE,40=2 • REMHIDNg • HY • QLLJ Of LLJ O U Q 0 Of O LLJ W (n 0 Of Lc)O U7 ^l z < z d 0) z °) E- U a W ti w a o z¢ o a < a o a [Date 3/2820X s� dm S-1 NEW qx V.)Sc ONLY WHERE APPLY r—\UUr r MAIVIIINv r'L_HIN REPLACE DETERIORATE 2 MIN, SHEATHING WITH NEW 50 PLYWOOD SHEATHING OVER ALL JOISTS NAILED WITH Ed RS NAILS s, 3 AT6" O. C. FIELD AND PERIMETER EDGES THROUGHOUT.BCORNER a TIE BEAM SECTION 2. REPAIR SOLUTION FOR (LOCAL DAMAGE5) NAILS FA Q!0 BRACING DETAIL (GABLE END) N.T.S. I WOOD TRUSS PL i" 189a NAILED TO TRUSS OR JOIST W/ (1) 10d COMMON NAIL —2 1/8- ROUND WASHER 1/�DIA STRAP 16, co W/ 1/4- TAPCON x 1 3/ O 1' WOOD BEAM 7 OR TIE BEAM LZ"m��a�1�►���7��Z TRUSS & RAFTER TIEDOWN SCHEDULE ALLOWABLE LOADS (LBS) SYMBOL DESCRIPTION NU-VUE STOCK # STEEL GAUGE FASTENER N.O.A. L1 L2 GRAVITY UPLIFT O DOUBLE SSC STRAP 18 (1) #12 to Joist 100 EA 400 EA — 700 EA SEE 2) J" tapcon to TB CALCULATIONS 6" SO. PINE No, 2 WITH z+5a:T0N 7 W11M O'Lt1M,f I I TYPICAL DETAIL FOR REPAIR MEMBER I o AT OVERHANG 0 ('") 1/4"0 TAPCONS SHALL BE EMBEDED A MIN. OF 1-1/4" INTO CONC. STRESSED STRAP INSTALLATION NOTES: 1. PLACE STRAP OVER TRUSS AND VERIFY THAT ARE LEGS ARE SYMMETRICAL (ANGLE AND SCREW DISTANCE) WITHOUT BLEND 0 16D NAIL @. 6" OF CEN R STAGGERE TYPICAL REPAIR SOLUTION FOR RAFTER (LOCAL DAN REPLACE EXISTING DETERIORATE SHEATHING W/ 5/8" PLYWOOD SHEATHING OVER ALL JOISTS NAILED WITH BD RING -SHANK NAILS AT 6" O.C. IN FIELD AND 4" O.C. IN CORNER AND PERIMETER. 16D NAIL @ 6" OF CENTER STAGGERED NEW SISTER JOIST EXISTING 2" x 6" SO. PINE No, 2 SECTION I DAMAGED JOIST SCALE N.T.S. 2" 6" SO. PINE 7ES No. 2 NEW SISTER JOIST, FULL-LENGTH 16D NAIL @ 6" OF CENTER 2" X 6" 0. PINE No. 2 TAGGERED TOP VIEW NTS EXISTING DAMAGED JOIST 2" X6" SO. PINE No, 2 TYPICAL DETAIL FOR REPAIR MEMBER TO CONNECT MID MEMBERS 7066 SW 44th Street MIAMI, FIARIDA 33155 Off : (786) 306 4724 REYBINIM CONTRERAS, PE LICENSE+' •Pi.,F1522 • •••• 0 r REWSION• • 4 BY •••••• •••• • 12 • • • • • • • Q 3 • • •••• • •• PL 1.0' 16 go NAILED TO TRUSS W/10d COMMCA�J� L••0 •••• •• • - •••• SECTION 1 IISSII CONNECTORS DETAIL SCALE: N.T.S. DAT U/ 1. GENERAL A. IF ANY ERRORS OR OMISSIONS IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND ENGINEER, IN WRITING, OF THE SAME, PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. IN THE EVENT THE CONTRACTOR FAILS TO GIVE NOTICE OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, CONTRACTOR IS RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS, AND FOR ALL COSTS FOR RECTIFYING THE SAME AND FOR ANY DELAYS OR ANY OTHER COSTS INCURRED BY SAME. B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING THE NEW CONSTRUCTION PRIOR TO COMMENCING THE WORK. ANY VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENTIONS FROM THOSE SHOWN IN THE PERMITTED CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR DETERMINING THE NEED FOR RE -DESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP DRAWINGS FOR REVIEW. 1. PROTECTION: A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 OF FLORIDA BUILDING CODE 2014 AND ALL LOCAL, STATE AND FEDERAL LAWS, THE A/E AND HIS EMPLOYEES ARE NOT RESPONSIBLE FOR SAFETY PROCEDURES ON THIS PROJECT. THIS IS THE CONTRACTOR'S RESPONSIBILITY. B. PROVIDE ALL SHORING, BRACING AND SHEETING AND REMOVE WHEN THE WORK IS COMPLETED REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHORING SHOW DRAWING BY OTHER. PLAN NOTES: 1. FOR REINFORCE RAFTERS SEE DETAIL 2. LUMBER USED FOR RAFTERS, COLUMNS, BEAMS, STUDS, AND/OR OTHER STRUCTURAL MEMBERS SHALL BE SOUTHERN PINE NO. 2 OF A STRESS RATE ACCORDING TO ATTACH TABLE. 3. REINFORCE GABLE END SEE DETAIL. u3€ J J 11 Q of to w w :D Of U O Q = 0 U) OLLJ Q O (-) 3: Of LLJ O O z Ln :2 Ld 0) w Of Z Gj Z Q d z E. vi a 0 q w o a ow. 3/28RO20 Bale I' — Job 3m S-2 rr A l AIN I n nI A A I X 6" SO. PINE No 2 ';WITH' SY(. i'ON wr 6' 6' ° I o 6. o o 0 16D NAIL Cd 6. OF CE R STAGGERED TYPICAL REPAIR SOLUTION FOR RAFTER (LO( REPLACE EXISTING DETERIORATE SHEATHING W/ 5/6" PLYWOOD SHEATHING OVERALL JOISTS NAILED WITH BD RING -SHANK NAILS AT 6' O.C. IN FIELD AND 4' O.C. IN CORNER AND PERIMETER. RIDGE BEAM AS 5 NU -WE CONNECTOR W/ 3/ 1 1/2 -SCREW 041 PLYWOOD AT JOIST & RIDGE AT -1 SIDE 0 -, • / ` RIDGE BOARD RAF7Eg2. EXL9TIN3s TTO BE EIOSnRG smut To gENPo WEOR REINFDAEE OR gEPtACE lffPUGE x JOIST CEIUNGZ'x6'@16' NPx rx.•Iy1•srTuee 1 SECTION T S. I WOOD TRUSS 5� RnOm 9uMllG PL 1' 189. NAILED TO 7RUSS I OR JOIST W/ (1) 10d COMM S—zT 1/8' ROUND WASHER 1/2' ' STRAP SS W/ 1/4' TAPCON x 1 3/4' �— Id NNS (.ia BRACING DETAIL (GABLE END) WOOD BEAM �� 99 OR PE BEAM FRONT VIEW STRAP A TRUSS & RAFTER TIEDOWN SCHEDULE ALLOWABLE LOADS (LBS) SYMBOL DESCRIPTION NU -WE STOCK # STEEL GAUGE FASTENER N.OA L1 L2 GRAVITY UPUFT ODOUBLE SSC STRAP 18 (1) #12 to Joist 100 EA 400 EA 700 EA SEE 2) }" to con to TB CALCULATIONS (-) 1/4.0 TAPCONS SHALL BE EMBEDED A MIN. OF 1-1/4' INTO CONC. STRESSED STRAP INSTALLATION NOTES: 1. PLACE STRAP OVER TRUSS AND VERIFY THAT ARE LEGS ARE SYMMETRICAL (ANGLE AND SCREW DISTANCE) WITHOUT BLEND STRAP END AND FASTENER. OD 16D NAIL @ 6' OF ECENTER STAGGERED ° NEW SISTER JOIST EXISTING 2'x 6" SO. PINE No. 2 SECTION I DAMAGED JOIST scALE: N F'� 6' $O. PINE �AA(:FS No. 2 NEW SISTER JOIST, FULL-LENGTH 160 NAIL C) 6' OF CENTER 2X 6'r PINE No. 2 /STAGGERED TOP VIEW NT6 EXISTING DAMAGED JOIST Z X6' SO. PINE No, 2 TYPICAL DETAIL FOR REPAIR MEMBER TO CONNECT MID MEMBERS NEIN 12' X 2 SO. PINE Nv_ 2 T-0• ONLYINHEREAPCLY REPLACEDETERIORATE SHEATHING WITH NEW SR' PLYWDODSHEATHINGONERAIL EXISTING 2 X S"iDETERI ATE b' JOISTS NAILEO WITH &!RS NAILS b• 3 AT F O.C. FIELD AND PERIMETER 4 .ES IHROUGHOLA &CORNER NCRETE E 13 x0 5ECTIOI41 2. REPAIR 5OLUTION FOR (LOCAL DAMAGES) I' TYPICAL DETAIL FOR REPAIR MEMBER AT OVERHANG 11551I CONNECTORS DETAIL SCALE: N.T.S. 1. GENERAL A. IF ANY ERRORS OR OMISSIONS IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS. THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND ENGINEER, IN WRITING, OF THE SAME. PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. IN THE EVENT THE CONTRACTOR FAILS TO GIVE NOTICE OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, CONTRACTOR IS RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS. AND FOR ALL COSTS FOR RECTIFYING THE SAME AND FOR ANY DELAYS OR ANY OTHER COSTS INCURRED BY SAME. B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING THE NEW CONSTRUCTION PRIOR TO COMMENCING THE WORK ANY VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENTIONS FROM THOSE SHOWN IN THE PERMITTED CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR DETERMINING THE NEED FOR RE -DESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP DRAWINGS FOR REVIEW. 7068 SW 4 Lb Street YIAIB. FLORIDA 33155 Oft : (786) 306 4724 ucase � v.a asn PEVISIONS .���OONTRERq �� :�Q40`4�NSE S+ tt SXa �j< J J Q ?� W W < O Q � W � O N O W O W O L O Z � W W � O Z a Q z J L (n W O_ O 2 (n Q CO In 'S Z 01 1. PROTECTION F W m 'o A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 OF FLORIDA BUILDING CODE 2014 AND ALL LOCAL, STATE AND FEDERAL LAWS. p, p q e THE A/E AND HIS EMPLOYEES ARE NOT RESPONSIBLE FOR SAFETY PROCEDURES ON THIS PROJECT. THIS IS THE CONTRACTOR'S RESPONSIBILITY. B, PROVIDE ALL SHORING, BRACING AND SHEETING AND REMOVE WHEN THE WORK IS COMPLETED REQUIRED FOR THE PROPER EXECUTION OF THE WORK- SHORING SHOW DRAWING BY OTHER. >nl3262020 PLAN NOTES: 1. FOR REINFORCE RAFTERS SEE DETAIL. Sw¢ 2, LUMBER USED FOR RAFTERS. COLUMNS, BEAMS. STUDS, AND/OR OTHER STRUCTURAL MEMBERS SHALL M BE SOUTHERN PINE NO. 2 OF A STRESS RATE ACCORDING TO ATTACH TABLE. 3. REINFORCE GABLE END SEE DETAIL ry S_2 remllra- lptRr) J U L 16 2020 BY: PROVIDE FILLED CELLS AT SIDES OF MASONRY OPENINGS, AT ALL CORNERS AND AT 4'-0'o.c. PROVIDE 2-FILLED CELLS w/ 1-#5 FILLED CELL EACH CELL 0 RIDGE 0 4'-O"o.c. (MAX.) TYP. NS 4UNT8 ® 24b c' O TILL MAX. HEIGHT HEIGHT ®ppRNE�S 6P 4®\ vm S\F5 tp? P1Ap 8" MAS )NI Y WALLTERMINATE RAKED PARTY WALL �gGo 1 IN12 N. i EXISTING 6x12 CONC. TIE BEAM W, 4#5 AND #3 TIES 4,laT12' (d CORNERS LAP BARS 32- BAR DIAMETERS 49'_4" BAL AT 48' TYPICAL RAKE BEAM DETAIL 3/S-3 SCALE: N.T.S. 2"X6"® 24" "® 16" CONCRETE TIE BEAM. SECTION REINFORCE (GABLE -END) 5/8" PLYWOOD SHEATHING NOT SHOWN FOR CLARITY - lill� a�fi z• � me vncK DETAIL 'A" O TIE BEAM CORNER L 6• REINF. DETAIL--Y" (✓e9 PLYWOOD (8 16d) Q4 ROOF FRAME SECTION Nrs Rl—e0n 7886 SW 44t6 Street vase, PI�I 33155 Off (988) 308 4.724 C4WIAOtAA IlCODB I P.6 YIEE2 PEViSONS I 3` 25 '%6ti: w 5 202o S-3 �Y: Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 94 NW 95TH ST, Miami Shores, FL 33150 1131010340090 _ Contacts IMMOBILIEN LLC Owner ELI PRESSURE CLEANING CORP. Contractor GARCIA DENNIS MAURICIO MERAZ 7602 NW 2nd Court, Miami, FL 33150 7118 NW 38 ST, CORAL SPRINGS, FL 33065 Home:9544106364 gnd2@msn.com Business:7544841459 Other: 7202975338 Mobile: 9548820071 I Description: BLOCK OFF MASTER BEDROOM DOOR ENTRY WAY j Valuation: $ 700.00 Inspection Requests: AND INSTALL WINDOW$ 762 49A9 Total S Feet: 0.00 t Y Fees Amount Revision: Major Change of Plans $90.00 Revision: Major Change of Plans $90.00 Scanning Fee (Manual) $15.00 Structural Review ($90) $90.00 Total: $285.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $285.00 Credit Card 11/13/2023 $285.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE RI AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reguletin tructio d zoning. Futhermore, I authorize the above named contractor to do the work stated.�J nature: Owner / Applicant / Contractor / Agent Date November 13, 2023 Page 2 of 2 Miami Shores Village �LWYV 1 TVX7EI�3 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION QBUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 l� C.� Master Permit No.--I;-7 G _ `�-' i� LI 1 Sub Permit No.�=-C..�� Q REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 94 NW 95th St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-034-0090 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Nick Garcia Phone#:720-297-5338 Address:7602 NW 2ND COURT City: MIAMI state: FLORIDA Zip: 33150 Tenant/Lessee Name: Phone#: Email: gnd2@msn.com CONTRACTOR: Company Name: Phone#: Address: �^% �r1 S`CV ua� City: Q_. �'-Q 'N, .:�=c 5 State: Zip: Qualifier Name:��se.;�`� �r—�c3�_..� ��� �-t; c-�- Phone#: State Certification or Registration #: c C-C Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address Value of Work for this Permit: $ 700.00 City: State: Zip: _ Square/Linear Footage of Work: door entry way Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: block off master bedroom door entry way and install window Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2, .5 , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. � _ i Signature C�_ Signatu i' g OWNER or AGENT I CONTRACTOR The foregoing instrument was acknowledged before me this �A '� ��day of ,�`�1� i� c ��'� , 20 t1 by _/y i C k G a c L� t, cX who is personally known to me or who has produced identification and who did take an oath. ©gpRypt/, NATHALIERUIZ NOTARY PUBLIC: * � * Commission # GG 335575 Expires August 18, 2023 PFOF P-PP Bonded Thru Budget Notary Services Sign: / The foregoing instrument was acknowledged before me this 1 day of - �; t_ C/L1 20 2— k by who is personally known to as me or who has produced identification and who did take an oath. as NOTARY PUBLIC: P0.yP�e�^ NATHALIERUIZ Commission # GG 335575 �s��yoQ Expires August 18, 2023 L� 9TFOFf4Ge BondedThruBudgetNotaryServices Sign: � / �� Print: Print: Seal: Seal: a **********y****************************************************************** APPROVED BY 5 Plans Examiner Zoning �41'41 WStructural Review Clerk (Revised02/24/2014) 3/1/2021 Mail - NICK D GARCIA - Outlook IZsss SW ��