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417 12 St - BR18-002529 - (a) Interior AlterationJUL 0 9 202 CITY OF SANFORD` FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION i -aSb,S Application No: - Documented Construction Value: $ v L •' Job Address: 417 12th ST., SANFORD FL 32771 Historic District: Yes No Parcel ID: 25-19-30-5AG-1 407-0060 Residential Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use Move Description of Work: INTERIOR ALTERATION: Electrical work. Replace drywall, baseboard, interior door, interior & exterior painting. rlaw,Q!lr ;+•r Plan Review Contact Person: Juan Vasquez Title:CGC Phone: 407-219-8252 Fax: Email: JUAN@3VDCONSTRUCTIONS.COM Name Street: Property Owner Inf rmation JESSICA CARRION t}2y J C I$ (I/IC Phone: 407-301-7891/452-9356 2874 BERKSHIRE CIR. Resident of property? : NO City, State Zip: KISSIMMEE, FL 34743 Name JUAN A VASQUEZ MATA Street: P.O. BOX 560172 City, State Zip: 407-219-8252 Fax: N/A ORLANDO, FL 32856-0172 State License No.: CGC1520470 Architect/Engineer Information Name: O. CIEL PLAZA Street: 25'52 GREENWILLOW DR City, St, Zip: ORLANDO, FL Bonding Company: Address: N/A Phone: 407-217-4464 Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application 1q, EA r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. tw" o in—.t.—m 7. wner/Agent Date Signature of Co gent Date Print Owner/ ge 's Name Pnnr ontractorh Sig6atu o -State of Florida Date Signatu SANTOS ECHEVARRIA NOTARY PUBLIC • STATE OF FLORIDA i y CormWt OG111502 Owner/Agent is 4ers)onafi"%r?Me or Contractor% Produced ID — Type of IDProduced ID Gsa t - -- 7 -T IF) ANNETTE BLAND Notary Public - State of Florida Commission a GG 060623 My Comm. Expires Jan 16, 2018 Is Type of ID BELOW IS FOR OFFICE USE ONLY o Me or Permits Required: Building& Electrical K Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: -13- 1 % UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application REQU @ E D IINSlPlEC TiLON SIEQUIENC:I& B1Ptf IQ- . p 09 N&n M= )Cons ec nonu IIDescni n®®. Footer / Setback Stemwall ' Foundation / Form Board. Surve Slab /Mono Slab -Pre our Lintel / Tie Beam / Fill / Dawn C Sheathing _ Nails, Sheathing— Roof - Roof Dry In Frame Insulation Rough In- Firewall Screw Pattern i Drywall / Sheetrock Lath Inspection Final Solar; Finaf Roof ,. Final Stucco/,Siding Insulation Final Final Utili ' ' Building - Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single 8-amil, Resrdence Final Building(other) REVISED: June 2014 Ban IInspecdon IIDescripdon Electric Underground Footer C SIab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final min MaxIIns ectnonn IIDescriRtion Mechanical Rough Mechanical Final Gas Underground Gas Rough Gas Final SCPA Parcel View: 25-19-30-5AG-1407-0060 u Page 1 of 2 RVAA C", PAE6 rxr+aa oouw+v, r Parcel Information Property Record Card Parcel: 25.19-30-5AG-1407-0060 Property Address: 417 W 12TH ST SANFORD, FL 32771-2859 Parcel 25-19-30-5AG-1407-0060 Owner(s) SUZUKISERG98INC Property Address 417 W 12TH ST SANFORD. FL 32771-2859 Mailing 2874 BERKSHIRE CIR KISSIMMEE, FL 34743.5656 Subdivision Name SANFORD TOWN OF Tax District S4-SANFORD- 17-92 REDVDST DOR Use Code 0112-RESD STRUCTURE W/COMM LAND Exemptions 117 6 w rc 1 O Lf7 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 3 3 Depreciated Bldg Value 161,864 148,904 Depreciated EXFT Value 6W 600 Land Value (Market) 35,100 35,100 Land Value Ag JuWmmlet Value " 197,564 184.604 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj 0 s0 P&GAdj so 0 Assessed Value 197,564 184,604 Tax Amount without SOH: $3,515.13 2017 Tax Bill Amount $3,515.13 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 6 + 7 BLK 14 TR 7 TOWN OF SANFORD PB 1 PG 57 Taxes Sales Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 197,564 0 197,564 Schools 197,564 O 797,564 City Sanford 197,564 O 197,564 SJWM(Safnt Johns Water Management) 197,564 50 197,564 County Bonds 787,564 O 197.564 Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 12/1/2017 09039 L 253,000 Yes Improved WARRANTY DEED 6I1/2017 08938 0708 227,000 Yes Improved QUIT CLAIM DEED 6/1I2014 08278 1461 100 No Improved QUIT CLAIM GEED 1/1/2014 08204 1294 700 No Improved QUIT CLAIM DEED 8/1/1898 03863 0773 E15,000 No Improved WARRANTY DEED 6/1/1992 02445 0700 30,000 No Improved CERTIFICATE OF TITLE 9/1/1991 02333 0220 28,300 No Improved WARRANTY DEED 7/1/1987 01866 1886 43,000 Yes Improved WARRANTY DEED 5/1H98601 7330777 38,000 Yes Improved Method Frontage Depth Units Units Price Land Value SQUARE FEET 0.00 0.00 11700 3.00 35,100 http:// parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 14070060 7/9/2018 SCPA Parcel View: 25-19-30-5AG-1407-0060 Page 2 of 2 Building Information Is Bed/Bath count mcorre lick Here. Description Year BuiltAduaUEHeclive Fixtures I Bed I Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value Appendages 1 SINGLE FAMILY 1925/1960 3 2 10 1,144 1,358 1,168 SIDING GRADE 3 63,871 104,279 Description Area ENCLOSED PORCH 2400 FINISHED SCREEN PORCH 190.00 FINISHED Description Year BuiltAduaUEffedive Stories Total SF Ext Wall Adj Value Rapt Value Appendages 2 STEEL/PRE ENGINEERED. 1995 1 3.000 METAL PREFINISHED - INSULATED $78,254 $110,999 Description Area No Appendages 3 WOOD BEAM/COLUMN 2006/2008 1 486 STUCCO W/1110OD OR MTL STUDS $19.739 $22,559 Description I Area No Appendages Permits Permit # Description Agency Amount CO Date Permit Date 00909 CHANGE ELECTRICAL FROM OVERHEAD TO UNDERGROUND SANFORD 429 12/1/2005 00169 REPLACE EXISTING GARAGE W/NEW DETACHED-18 X 27 BLDG IS IN USE 06/24/08 BUT NOT COMPLETED SANFORD 9,720 6/24/2008 9/13/2005 03320 REROOF W/NIETAL SANFORD 2,400 7/11/2005 01094 METAL STORAGE BLDG SANFORD 30.020 1 3/1/1994 01696 1 DEMOLITION - GARAGE ISANFORDI E500 1 1711/1993 I hrmb aso foss nM aftWft ft mms esmma. Ce ky ftropM AWW"es men. For riffs a punaons eonpn I-aP"W"Frssss ennhava Ouomny ownbnsnr of to m mama bi~ew prop"b Wcam I Extra Features Description Year Built Units Value New Cost FIREPLACE 1 6/1/1925 1 6W 1,W0 http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGI4070060 7/9/2018 RECORD COPY SUZUKISERG98 417 W 12th ST. SANFORD FL 32771 PARCEL ID #25-19-30-5AG-1407-0060 INTERIOR ALTERATION Mother in Law) 12th ST •;ttiinit 41:ADmAr T' O_i k tV: 01 P•VEvCnT V 89'25'44" E 117•0) Tr I l OT 6 BLACK 11IT. ER / nc 3L1 t 2' to L f0un0 rs m n OF w.•- J ' I dS.VGLE 51JHY 68' v RF ;t[:traCE al I I I t °' , METAL v x•' ka • 3l.ILDING inof II 73'-11• n7-2 iLOT7 T25D• iCK 14 3 TIER J 1 lU 89'2544" E i 17'(p) ou.o tn- ntat _3uc.r, t:c: u:: iaL; I PROJECT INTERIOR ALTERATION SETBACKS - SITE PLAN SCALE 1/64- = 1 oo• II` wi-MVi:;:d PLANS 6 CA,- TCX SCONE OF WORK CONVERT LIVING AREA IN BEDROOM. ELECTRICAL WORK, DRYWALL, INTERIOR DOOR, BASEBOARD, INTERIOR AND EXTERIOR PAINTING. INDEX G1 SITE PLAN. SETBACKS. NOTES. Al EXISTING FLOOR PLAN/DEMO. A2 PROPOSAL FLOOR PLAN. E1 ELECTRICAL PLAN. D1 DETAILS. D2 DETAILS. S(',HFDUI F ARFAtsFt NLVSPACESV SS SINGLE FAMILY 1 1144 214 358 SINGLE FAMILY 2 486 STEEL/PRE ENG. 3000 000 TOTAL LIVING AREA 1630 TOTAL GROSS AREA 4844 EXPOSURE CATEGORY B BASIC WIND SPEED 140 INTERNAL PRESSURE COEFFICIENTS BUILDING, ENCLOLSED +/— 0.18 NAND IMPORTANCE FACTOR 1 ROOF DESIGN NAND PRESSURE 30 PSF Fec, sEcnoN 1604.6 WINDOW DESIGN NAND PRESSURE: A. POSITIVE PRESSURE OF 22 P.S.F. B. NEGATIVE PRESSURE OF 30 P.S.F. DOOR DESIGN NAND PRESSURE: SLIDING GLASS DOORS : ALL SIZES A. POSITIVE PRESSURE OF 21 P.S.F. B. NEGATIVE PRESSURE OF 28 P.S.F. OVILDINC L41, L Oj;.r) ENTRY DOOR: A CONFIGURATIONS A. POSITIVE PRESSURE OF 20 P.S.F. SANB. NEGATIVE PRESSURE OF 25 P.S.F. MINIMUM DISTRIBUTED LIVE LOADA°R BALCONIES AND DECKS (EXTERIOR) 40 Psf GUARDRAILS AND HANDRAILS 200 Psf GUADRAILS IN —FILL COMPONENTS 50 Psf PASSENGER VTJiIgF GARAGES 50 Psf ROOMS OTHER THAN SLEEPING ROOOM : 40 Psf SLEEPING ROOMS 30 Psf STAIRS 40 Psf SETBACKS - 2 5 2 9BUILDINGLFEVIEVYEDFORCODECOMPLIANTTES # 1 8 FRONT 25.0 ct.na r, REAR 74.4' _ r:C tpt,•ct RIGHT SIDE 4.7" PLANS EXAMINER LEFT SIDE 68.1' /]' ,. ` 19 See survey attached DATE EXISTING IMPERVIOUS AREA SINGLE FAMILY 1 1358 SF SINGLE FAMILY 2 486 SF STEEL/PRE ENG. INSULATED 3000 SF DRIVEWAY —SIDEWALK —ACCESS 400 SF LOT AREA 11700 SF IMPERVIOUS AREA 44 % Q c THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH NAND LOAD REQUIREMENTS OF SECTION III OF THE FLORIDA BUILDING CODE 2017 EDITION RESIDENTIAL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MECHANICAL. ELECTRICAL do PLUMBING REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCE. ELECTRICAL PLAN : BASED IN NEC 2014 MOBILE/MANUFACTURED HOME SET—UP, REPAIR AND REMODELING SHALL COMPLY MATH THE MOBILE MANUFACTURED HOME INSTALLATION STANDARD Fa 0 EVISIONS MA co SANFORD BUILDING DIVISIOW'ISCREPANCIES IN DRAWINGS t- A PERMIT ISSUED SHALL BE CONSTRUED TO FqE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. =DATELICENSETOPROCEEDWITHTHEWORKANDNGMECHANICAL, ELECTIaCA STRUCTURAL DRAWINGS FORAUTHORITYTOVIOLATE, CANCELALTER OR S, MANDOWS. SLEEVES, ANgiORS, HANGERS, SLAB OEPRES9oNS 0NS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME ASIDE ANY OF THE PROVISIONS OF THE rECHs,3tuiY FOR THEIR PROPER LOCATION. PLACEMENT AND CONnNaTY CODES, NOR SHALL ISSUANCE OF A PERMIT PR EnI aPl ouHonoN R.ANAS.DTHE PR aN RECORD sIA LL NUMBER THE BUILDING OFFICIAL FROM THEI EAFI'E FltD IN WRITING OF ANY VARIATION OR DENA710N IN THE REQUIRING A CORRECTION OF ERRORS IN P N@1MESIGHS, CONana+s, AND sPEaFlCAnals ON THESE PLANS. 2ota-o034 CONSTRUCTION OR VIOLATIONS OF THIS CO EL GENERAL CONTRACTOR, SUBCONTRACTOR, MECHANICAL. ELECTRICAL DPLUMBINGCONTRACTORTOINSPECTTHEEXISTINGCONDITIONPRIOR 10 COMMENCING THE PROPOSED CONSTRUCTION. S H E E T 3- ALL MATERIALS AND FINISHES TO MATCH EXISTING BUILDING. 4- ADHERE TO ALL STATE. COUNTY AND LOCAL CODES G1 SETBACKS - 2 5 2 9 BUILDINGLFEVIEVYEDFORCODECOMPLIANTTES # 1 8 FRONT 25.0 ct. na r, REAR 74.4' _ r:C tpt,•ct RIGHT SIDE 4.7" PLANS EXAMINER LEFT SIDE 68.1' /]' ,. ` 19 See survey attached DATE EXISTING IMPERVIOUS AREA SINGLE FAMILY 1 1358 SF SINGLE FAMILY 2 486 SF STEEL/ PRE ENG. INSULATED 3000 SF DRIVEWAY — SIDEWALK —ACCESS 400 SF LOT AREA 11700 SF IMPERVIOUS AREA 44 % Q c THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH NAND LOAD REQUIREMENTS OF SECTION III OF THE FLORIDA BUILDING CODE 2017 EDITION RESIDENTIAL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MECHANICAL. ELECTRICAL do PLUMBING REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCE. ELECTRICAL PLAN : BASED IN NEC 2014 MOBILE/ MANUFACTURED HOME SET—UP, REPAIR AND REMODELING SHALL COMPLY MATH THE MOBILE MANUFACTURED HOME INSTALLATION STANDARD F a0 EVISIONS MA co SANFORD BUILDING DIVISIOW'ISCREPANCIES IN DRAWINGS t- A PERMIT ISSUED SHALL BE CONSTRUED TO FqE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. =DATELICENSE TOPROCEEDWITHTHEWORKANDNGMECHANICAL, ELECTIaCA STRUCTURAL DRAWINGS FORAUTHORITY TOVIOLATE, CANCELALTER OR S, MANDOWS. SLEEVES, ANgiORS, HANGERS, SLAB OEPRES9oNS 0NS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME ASIDE ANY OF THE PROVISIONS OF THE rECHs,3tuiY FOR THEIR PROPER LOCATION. PLACEMENT AND CONnNaTY CODES, NOR SHALL ISSUANCE OF A PERMIT PR EnI aPl ouHonoN R.ANAS.DTHE PR aN RECORD sIA LL NUMBER THE BUILDING OFFICIAL FROM THEI EAFI'E FltD IN WRITING OF ANY VARIATION OR DENA710N IN THE REQUIRING A CORRECTION OF ERRORS IN P N@1MESIGHS, CONana+s, AND sPEaFlCAnals ON THESE PLANS. 2ota-o034 CONSTRUCTION OR VIOLATIONS OF THIS CO EL GENERAL CONTRACTOR, SUBCONTRACTOR, MECHANICAL. ELECTRICAL D PLUMBINGCONTRACTORTOINSPECTTHEEXISTINGCONDITIONPRIOR10COMMENCING THE PROPOSED CONSTRUCTION. S H E E T 3- ALL MATERIALS AND FINISHES TO MATCH EXISTING BUILDING. 4- ADHERE TO ALL STATE. COUNTY AND LOCAL CODES G1 L W Nzn 1111 i L'' 1iii yZj G O Vl v ale O EXISTING 3-1/2• MIN-4- CONC. Lu wSLABW/FIBERMESH OR W/6'x6' -J N,A g 10/10 OVER 6 MIL VISO. ON 0- : Z 1• . COMPACT & TERMITE TREATEDDESCRIPTIONw =•• FILL ALL CONCRETE TO BE 2500 , J 3PSIMIN. TO REMAIN. i GSO1111 ```v~i o 27'-2' 1 20'-3• D 2 3 7'-4' -10' 0' Z I y EXISTING To DEMOLITION NOTE °' a SH.25 REMAIN Q a 18.5 -31. 18.5 -31. 11 DPWp v D 0 0 1-WEAR PROTECTIVE GEAR WHEN DEMOLISHING H AREAS PRONE TO DUST ANO/OR OTHER (n AIRBORNE PARTICLES. ZEXISTINGSTUD 912-LEAVE ALL PLUMBING STUBS WHERE NOTED. Q Q wDARINK2'x4' SYP REMAIN EXTENTTHERS OOFNOTED TO EMOL111ONESHOWNEONMTHIS PLAN a c REF. O.C. TO REMAIN 4•KSHOWWER IS INTENDED TO SHOW WALLS AND WINDOWS AND EXTERIOR FINISHES/COMPONENTS. PLAN DOES NOT SHOW INTERIOR FINISHES. FIXTURES ORCEILINGREMOVALWHICHWILLBEREQUIREDAND WILL BE COORDINATED IN THE FIELD. 4-OWNER/DESIGNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURE TO BE ULAV DEMOLISHED. 5-DISCONNECT UTILITY SERVICES PRIOR TO CDEMOLITIONa 6-FILL IN ALL CAVITIES AND ADJUST SOIL ACCORDINGLY BASED ON SITE ANALYSIS. H 7-ALL DEMOLISHED MATERIALS TO BE REMOVED w AFTER COMPLETION OF JOB. NO MATERIAL LEFT DR-2668 . n M ON SITE OR IN SOIL. TOILET 8-EXISTING WALLS DEPICTED ARE CLOSE ao , N eo APPROXIMATIONS BASED ON MEASURED FIELD o au DATA. WHILE THE ACCURACY OF THE DEPICTED INFORMATION IS GOOD, FIELD SHOULD VERIFY ANY EVISIONSDIMENSIONSWITHAVISUALIFSOMETHINGISIN D QUESTION. U EXISTING a, TO_------ EXISTING 3-1/2• MIN-4- CONC. ABREVIATION LIST Z SLAB W/FlBERMESH OR W/6'x6' A/C AIR -CONDITIONER 00 ^ O 10/10 OVER 6 MIL VISA. ON w g v ` 1 ------' COMPACT do TERMITE TREATED AHU AIR HANDLER UNIT O o d Q DR-3068 BF BIFOLD DOOR sFlLLALLCONCRETETOBE2500DDRYERPSIMIN. TO REMAIN. z J d DISP DISPOSAL c O REF REFRIGERATOR LJ._I w L QFAHUJNDWDISHWASHER — PORCH ELEV ELEVATION U) `^ O GC GENERAL CONTRACTOR N 9ir HB HOSE BIBB Y LEI 4S - 306 LAV LAVATORY 3 Z2) SA-. I I MW MICROWARE n3' 9' 6' 12'-2• N.T.S NOT TO SCALE ( I 47'_2• I SD SMOKE DETECTOR SF SQUARE FT S.Y.P SOUTHERN YELLOW PINE EXISTING FLOOR PLAN TEMP TEMPERED TYP TYPICAL SCALE 1/4' = 1' 00• U.N.O UNLESS NOTED OTHERWISE W WASHER W/ WITH W/C WATER CLOSET DATE WP WATER PROOF 06/18/2018 LV LIVING AREA - HEATER NLV NON LIVING AREA NUMBERGRTOTALGROSSAREA T) SAFETY -GLASSING 2018-0034 WINDOW/TEMPERED SHEET Al DEMOLITION/ALTERATION SCHEDULE F LTE N A NEW INTERIOR WOOD FRAME WALL (NON BEARING) B NEW INTERIOR DOOR C NEW CLOSET W/81fOL0 DOOR D REMOVE WINDOW AND INFILL W/WOOD 2I3 DOOR SCHEDULE 9c oo o oJ% Z o SO k' c 111111 ` H s27'-2• 51-11. 20'-3• 7'-4• '-10• 0' SH. SH.25 a v 18.5 -31. 18.5 -31. zco j 4 U Q N F 0_ n g K !' e Z5 Q i w J n c e d LUMBER NOTE N ALL WOOD FRAMING MEMBERS THAT REST FONCONCRETEORMASONRYEXTERIOR0. n NoU) n FOUNDATION WALLS AND ARE LESS THAN alo (A 0D 8 INCHES FROM THE EXPOSED GROUND wTO BE SOUTHERN YELLOW PINE No. 2 WITH MAX. CONTENT OF MOISTURE 19 PRESSUE TREATED, IN ACCORDANCE WITH AWPA U1. ALL LUMBERS TO BE SOUTEHRN YELLOW PINE No. 2 WITH MAX. CONTENT OF EVISIONS MOISTURE 19 PRESSURE TREATED. 04 U C= ei Z O A Q ff-' 0 o Z J 4.7-26.9 LJJ 0, 1 Q2) SC-3068 N OL_3, I 16'-6• I 3,_4. I 7, I — N s &EI9, I 10'-10• I I 7 I i;uj 27'-2• I n Z PROPOSAL FLOOR PLAN N~ SCALE 1 /4• = 1' 00' ( DATE 06/19/2018 NUMBER 2018-0034 SHEET IL A2 0 0 AR COUNTER TOP SINK REf. KSHOWWER KITCHENNETTE O BATH DINING O BEDROOM TOILET DR-2668 D 1 LIVING o, EXISTING TO REMAIN v DR-3068 2) BF-3068 ITEMS SIZE ROUGH OPENING MATERIALS DOORS a 3068 SC 36"x80" 38"x82"-EXT. SOLID CORE WOOD WOOD 2668 DR 30" x 80" 32"x82"-INTERIOR HOLLOW CORE WOOD BIFOLD DOOR BF-3068 36"x80" 36"x81" INTERIOR HOLLOW CORE WOOD WOOD DEMOLITION/ALTERATION SCHEDULE DESCRIPTION OF ALTERATION A NEW INTERIOR WOOD FRAME WALL (NON BEARING) 8 NEW INTERIOR DOOR C NEW CLOSET W/BIFOLD DOOR D REMOVE WINDOW AND INFlLL W/WOOD 1 ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALL -LED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAL AREAS 2. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 4. MAIN CIRCUIT BREAKER PANEL SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 5. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS, AND OTHER EQUIPMENT TO OBTAIN CORRECT WARE SIZES AND OVERCURRENT PROTECTION 5. ARC FAULT OUTLETS AT ALL BEDROOMS TYPICAL 6. SMOKE / CARBON MONOXIDE (COMBO) DETECTORS SHALL BE IN ALL SLEEPING AREAS: SHALL BE INTERCONECTED: SHALL BE 3' FROM WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR RETURN AIR STREAMS, AND EQUIPPED WITH A BATTERY BACK-UP. 7. ALL NEW CIRCUITS TO CONNECT TO EXISTING ELECTRICAL PANEL. 8 ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: GENERAL : 16" GENERAL. KITCHEN 44" AFF. BATHROOM : 39" AFF LAUNDRY ROOM : 36" AFF. EXTERIOR WATERPROOF : 12" AFF GARAGE GENERAL PURPOSE : 42" AFF RANGE . 2" AFF 9 ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE ELECTRICAL NOTES 10 ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 11. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 12. SMOKE DETECTORS SHALL BE IN ACCORDANCE NTH R314.1 AND LISTED IN ACCORDANCE WITH UL 217. 13. PROVIDE AFCI'S (ARC -FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITES PER NFPA 70 AND THE 2008 NEC 14 PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE 2008 NEC, 40611 15 CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITES IN ACCORDANCE WITH FBC R315 AND NFPA 70 SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034. STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION 15 CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITES IN ACCORDANCE WITH FBC R315 AND NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034. STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION 0 0 GFC GFCI wt! WP INK REF. KITCHENNETTE 4-1. -'¢`` BEDROOM WALL BATH CAP LAV. FCI DINING WP WALL CAP TOILET D DGypyyiLIVING WP PORCH AHU ELECTRICAL PLAN SCALE 1/4': V-00" WP - W------------------------------ 16. R315.1.2 3 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 17 KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS ,ttillpllijj18INNEWCONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATVR4 ` B KUP 8.3 19. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDle, VENTILATlt. Q. TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. e .•' 3 20 ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOMF`'f E.-POOL Ly SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THA4. H A -_MI M Q SOUND PRESSURE RATING OF 85 DBA AT 10 FEET, AND EITHER HARDWIRED 0 QFL/]H PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE NtN THE DOOR OR WINDOW ARE OPENED ' Z r- 21 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTEITCyRCII WO FOR- r DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK ;THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE RECEPTAcoiS Tt. !FtZ SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TD•jS Q REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANG/S 0 • ` INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE ft. 00 RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS A INSTALLED IN CORNER COUNTERS. 22. ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWS ARE FOR LOCATION PURPOSES. NOTE ELECTRICAL WORK WILL BE PERFORMED ACCORDING ONLY BY REQUIREMENT OF NEC 2014, IN ORDER TO COMPLETE THE JOB IN ONLY THE WORKING AREAS. EXISTING THE ELECTRICAL METER AND ELECTRICAL SUB -PANEL TO REMAIN. ELECTRICAL LEGEND RECESSED CEILING LIGHT WALL MOUNTED LIGHT FAN W/LIGHT GF( GROUND FAULT INTERRUPTER DUPLEX OUTLET TAMPER RESISTANT DUPLEX OUTLET 15 A AFF 18" WATHERPROOF DUPLEX RECEPTABLES 1) 220 V TAMPER RESISTANT DUPLEX OUTLET 15 A UNDER COUNTER TAMPER RESISTANT DUPLEX OUTLET 15 A ABOVE COUNTER M ELECTRIC METER LOCATION ELECTRIC PANEL WJ DISCONNECT SWATCH A/C COMPRESOR W/CONCRETE PAD EXHAUST FAN BATHROOM TO THERMOSTAT WALL SWITCH 15 AMP. AFF 42" y THREE WAY SWITCH 15 AMP AFF 42" SMOKE DETECTOR & CARBON MONOXIDO COMBO 1/2 HOT, 1/2 TAMPER RESISTANT DUPLEX OUTLET 15 A. AFF 18" PENDANTS LIGHT PRE -WIRED GARAGE DOOR OPENER PUSH BOTTON GARAGE DOOR OPENER GARBAGE DISPOSAL MOTOR SPOT LIGHT WATERPROOF o DOORBELL CHIME 7 N U ZC4 = o V)sFU P U Z og .8 z N O Z V fyJgC o a dd n- I U. I 0 Fa_ S w 0 a0 IREVISIONSI U 00 N 0-) b -001Qz nrVIp V / N - N~ U) IDATE I 06/18/2018 NUMBER 2018- 0034 SHEET E1 A/C COMPRESSOR INSTALLATION ANCHORAGE OF APPLIANCES. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE FASTENED OR ANCHORED IN AN APPROVED MANNER. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THIS STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4 INCHES 102 MM) ABOVE THE CONTROLS. PER M13072. GOUND-MOUNTED UNITS GROUND -MOUNTED UNITS FOR GROUP R3 RESIDENTIAL APPLICATIONS MANY BE ANCHORED WITH #14 ACREWS WITH GASKETED WASHERS ACCORDING TO THE FOLLOWING. 1. FOR UNITS WITH SIDES LESS THAN 12 INCHES (305 MM). ONE SCREW SHALL BE USED AT EACH SIDE OF THE UNIT. 2. FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM), TWO SCREWS SHALL BE USED PER SIDE. 3. FOR UNITS BETWEEN 24 AND 36 INCHES (610 AND 9144 MM), THREE SCREWS SHALL BE USED PER SIDE. 4. FOR UNITS GREATER THAN 36 INCHES OR 5 TONS (9144 MM AND 18 KW), ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION M1307.3. NOTES: 1. CORROSION PROTECTION. BUILDINGS LOCATED WITHIN 3,00 FEET (914 400 MM) OF THE OCEAN SHOULD UTILIZE NONFERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM G-90 HOT -DIP GALVANIZED COATING EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL SCREWS. 2. STRAPPING. JOB -SITE STRENGTHENING OF FAN COWLINGS AND VENT HOODS IS RECOMMENDED. TWO OR FOUR STAINLESS STEEL CABLES ARE RECOMMENDED, DEPENDING ON DESIGN WIND CONDITIONS. ALTERNATIVELY, ADDITIONAL, HEAVY STRAPS CAN BE SCREWED TO THE COWLING AND CURB, A/C COMPRESSOR CONCRETE PAD TYP. FRAMING @ EXTERIOR DOOR OPENING CRIPPLE STUDS O 16' O.C. BETWEEN HEADER do TOP PLATE WHEN APPLICABLE W/SIMPSON SP1 AND SIMPSON SP2 TOP AND BOTTON EACH STUD. 2) 2X12 No. 2 SYP HEADER W/7/16' OSB. SPACER UNLESS NOTED OTHERWISE ON PLANS 2) FULL LEGHT STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS. TRIMMER STUDS: 1) REG. EACH SIDE OPENNINGS UP TO 6'-0' WIDE 2) REO. EACH SIDE OPENNINGS 6' TO 12'-0' WIDE. SEE PLAN FOR ADDITIONAL SECTION REQUIREDED. 2) 10d TOENAILS OR (2) 16d ENDNAILS EACH STUD. NOTE : SEE PLAN DETAILS FOR CONNECTIONS THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES. 14'-0-------------- 8d NAILS OR EQUIVALENT PNEUMATIC NAILS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0O 0 0 CD o 0 0 0 0 0 0 ° 0 ° ° 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BLOCKING REQUIRED: PROVIDE 2'x4' BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48' O.C. REMAINDER TO BE BLOCKED AT 96' O.C. OSB OR ' FASTENING: FASTEN FLOOR CDX OR ?" SHEATHING TO FRAMING AND PLYWOOD (SEE BLOCKING WITH 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS SECTION) AT THE FOLLOWING SPACING: 1) 4' ON CENTER AT ALL PANEL EDGE FRAMING OR INTERMEDIATE SUPPORT FLOOR JOIST) 2) 12' ON CENTER AT ALL INTERMEDIATE FRAMING OR INTERMEDIATE SUPPORT NAIL SPACING FLOOR JOIST) INTERMEDIATE FRAMING EXTERIOR WOOD FRAME TYPICAL WALL CONNECTOR LEGEND: SIMPSON SP4 W/6-1Dd xi-1/2' EACH SIDE OF STUD 32' O.C. ON THE TOP AND BOTTON. SIMPSON LSTA24 EACH SIDE. 20 g. W/18-10dx1-1/2' TOTAL PT SILL W/J' ANCHOR BOLTS ® 32' O.C. OR USE NAILS 12d • 6' O.C. IN TWO LINE CONNECTED TO EXISTING FLOOR JOIST DWINDOW & DOOR JACK TABLE (BOTH SIDES). PROVIDE JACKS ® EACH END AS FOLLOWS: 2) WHEN OPENINGS ARE GREATER THEN 4'00' 3) WHEN OPENINGS ARE GREATER THEN 6'00' 4) WHEN OPENINGS ARE GREATER THEN 8'00' BUT LESS THAN 10'00' 2- 2'x4 #2 SYP HEADER UNLESS NOTED OTHERWISE. 2- 2"x4' (R2 SPF) TOP PLATES W/ 12d 6' O.C. MINIMUM SPLICE 48' 2' x4' (02 SPF) STUDS AT 16' O.C. EXHAUST FAN DETAIL BATH GI I. FAN* %ViWL1TLIER PROOFTOI' PR ID CTRROOFCEISU0N,%(TOR T)' P. >.>' METAL DUCT I IIROU61I ROOF TALI.( LINk EXTERIOR WA Jt 8.' AND FLOOR,,% ...••••R SHEATHINGi gdi6' NGPATTERN 7 N co 0 f 111 WILL BE CHANGED OR REPAIRED AS CONSIDERED BY G.C. TYP. DOOR ELEVATION EXISTING KWICK PLATE AND STRUCTURAL SUPPORT TO REMAIN PRE - HUNG IN WOOD FRAME 1- 1/2" PAIR BUTT HINGES BRASS 1- 3/8" HOLLOW CORE WOOD DR. DAINT GRADE BIRCH VENEER LEVER HANDLE (H.0 ) UNDERCUT 1" 5 F a_ w 0 REVISIONSI 00 n rM d 11 oo1i1ry,A LI j s YN NY D cf) DATE 06/ 18/2018 INUMBER I 2018-0034 SHEET D1 0 z n WALL NAILING SCHEDULE FOR DRYWALL e 06 2-SPF CONST. GRADE TOP f111Or N< o SPLICE MIN. 48" A R %% T% 3j7 TTTo111 11---fir -- --T .R---- --- —,A-- — —T — —--T•••••••• ••, II 11 II 111 F III 1 11 11 II Q' IQrMC', II 11 II II UI 1 11 II II ' • J O_ II II II III II 1 11 II 11 A m u R R nl 1 1 a u n ' w c1 uJ p 'ti COEXISTINGMETALROOFOVERIIGuRIIICI1nIInQ" T cn r o EXISTING ENGINEERING II a 11 III ul 1 n u II Z T— Yt TRUSSES TO REMAIN II II R 111 OPENING III 1 II 11 II y =J O ' 6Q GALL u u u 1 w ul It II 11 11 1 III III II 1 II II "/•••'••. EXISTING WOOD t Y ' R OF HGT II II II C ' JS •• •' `` c SIDING TO REMAIN v II II 11 If III I I II III II 11 II I SOLID BLOCK II II 11 11 III 1 I II Ill 11 11 II I 04101 V ALL SHEATHIN u n u 11 nl I I n Ill u u n I Z C44-_='-` Ill II II Ill II 11 II I R FEDGESTYP. FLOOR SYSTEM Ill 11 11 Ill 11 11 „ , T J 2'x8" RIBBO BLOCKING 2"x4" P.T BASE PLATE C,gBETWEENFLOORSYSTEM jV8'-0" CE LINC HGT z 8 3/8• 3/8' Z 6'-8" DOOR EAD HGT. i "S" = NAIL J H] 3/4, SPACING . C- I1 s NO CHANGES ---:--:----: --: - ---.---,---- - SINGLE NAIL EDGE SPACING 8 DOUBLE NAIL EDGE SPACIN A NAIL AT BASE 2 ROWS @ 4" O C. W/8d COMMOM NAIL P B NAIL AT TOP PLATE 2 ROWS @ 4" O.C. W/8d COMMOM NAIL C NAIL OPENING PERIMETER @ 3" O.0 W/8d COMMOM NAIL o 0'-0" GROUN LEVEL D NAILINT. AT 6" O.C. W/8d COMMOM NAIL E STAGGER ALL VERT JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL F NO SPLICE @ HEADER -NAIL SHEATHING TO HEADER W/8d o PROPOSAL FLOOR PLAN COMMOM NAIL@ 4" O.C. EVISIONS SCALE 1/4• = 1' DO- PLUMBING GENERAL NOTES: Ir- SELF-ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER FOLD UP WEATHER WEATHER RESISTIVE BARRIER RESISTIVE BARRIER TEMPORARILY WEATHER RESISITIVE CURE r BARRIERyTAPE EXTERIOR SHEATHING WEATHER RESISI TI VE BARRIER SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIO 1. Cut. fold up & temporarily secure weather resistive barrier above header to 1 allow for flashing installation 2 2. Self -adhered Flashing plus head flashing under weather resistive barrier A/nOq 3. Fold weather resistive barrier back over VWr I head flashing and seal with tope REPAIR CEILING TRUSSES CUT- NOTCHED USE 2"x6"x8' OR 2"x4"x8' SYP y2. 3-5 NAILS DIAGONAL PATTERN W/3 NAILS PLUMB IN LINE, MUST USE 10dx3". 2"x4" SYP b2 BRACE MAX ® 48" O.C. W/(3) 10dx3" NAILS EA. ENO ONLY THE LIVING AREA CEILING. EXISTING 2"x6" OR 2"x4" SYP y2 CEILING TRUSS EXISTING ENGINEERING TRUSS TO REMAIN 1. } " SERVICE FROM METER TO RESIDENCE FOR 2 BATHS. 1" SERVICE FROM METER TO RESIDENCE FOR 2-1/2 OR MORE BATHS. 2. WATER PIPE 15 CPVC FLOWGUARO GOLD. SCHEDULE 40. } " FROM >1 " PIPING. 3. DOMESTIC COLD WATER MIN. 12" BELOW GRADE. VERIFY EXACT LOCATION BEFORE STARTING. 4 DOMESTIC COLD WATER SHUT-OFF VALVE IN VALVE BOX MARKED "WATER". 5. SANITARY MIN. 12" BELOW GRADE. VERIFY EXACT LOCATION BEFORE STARTING WORK. 6. FOR CONT. OF PIPING AND SIZE SEE SANITARY WASTE AND VENT RISER. 7 } CW & HW UP TO PLUMBING FIXTURE(S). e " CW & HW DOWN TO WATER HEATER TANK. 9. 3 " SAFETY PAN DRAIN PIPE FROM WATER HEATER TERMINATION OF SAFETY PAN DRAIN TO EXTERIOR OF UNIT. PAN AND DRAIN NOT REQUIRED WHEN WATER HEATER IS BELOW FINISH FLOOR. 10. ALL 0WV - (1 } " 2" 3". 4") TO BE PERMACHORD MATERIAL If. ALL DWV - DRAIN FITTINGS TO BE PERMACHORD MATERIAL SCHEDULE 40 PIPING & FITTINGS 12. GLUE (TYP.) - OATEY PURPLE PRIMER 13. CW WILL CONNECTING TO WATER SERVICE OF CITY 14. SANITARY WALL CONNECTING TO DISPOSAL SYSTEM (SEPTIC TANK AND DRAIN FIELD) OR TO THE SERVICE OF CITY (SEWER). IDATE I06/18/2018 NUMBER 2018-0034 SHEET D2