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915 Maple Ave 04-2415 Int. RemodelCITY OF SANFORD PERIUT APPLICATION 1 %Permit#: Date:✓�2�b Job Address: ��� �++4 (LOLL t/' �iCt.r� lt;rti Deseriptiou of Work: Renodai" orl Historic District: Zoning: Value of Work: $ 49 a 15 t boo Permit Type: Building X Electrical Mechanical Plumbing Dire Sprittkler/Alarm — Pool Electrical: New Service — # of AMPS Addition/� herationy _ Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New X(Duct Layout & Energy Calc. Required) jV�\ Plumbing/ New Commercial: ti of Fixtures # of Water & Sewer Lures # of Gas Lines Plumbing/New Residential: N of Water Closets 1 Plumbing Repair — Residential or Contntercial Occupancy Type: Residential Y Commercial _ hidustrial Total Stluarc F'ootagc: Construction Type: VIJOCCL # of stories: # of Dwelling Units: Flood Zone: WO (FENLk rorm required for other lhau Y) Parcel �)` V q ) j 0o (Attach Yroof of Ownership &Legal Description) Owners Namc & Address: 2O At la-i C 11 l -(t 1S C C-5 Phone: 4 u-1 - - 16 - ( -) Contractor Name & Address: � v-1•) "Wil - � 399 r� G1t fI PLI t# %i t,tnuti •._-Phone: (1-U-1 _ �l?,Pi �1'I t0"j Bonding Company: Phone &Fax: u c Filers n: li (M 9 "t % f , . k Address: " ` t i v,.- +1 Ntortgage l,ender: tiY _ Address: 1 !!;i' 'i-' '; �l lAl tt d '7Or) a ArchIlecUEugineer: Phone:'rl7lnt7 C 7 Address: 1 1(� s L L > / t a,<M roc �(�l7 Cf S% 9,3/7 Application is hereby made to obtain a permit to do the work,t�tid tAstallatio s triilty tte d I c brt1f t t oork of tltstaltitk' n has cormnenccd prior to the issuance of a permit and that all work will be performed to mcnl standards o all � Mkt s'iu c t is tact vn ut thi Iuu>dik i1 u. L understand that a separate permit must be secured for ELECTRICAL WORK, PLUM8ilF G€ SIfjNS, WELL Oot. F JC r t OILERS Hq ERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: i certity, that all of the foregoing information is accurate and that all work will be done is compliance widr all applicable laws rcgulatuig construction and -coning. 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 WITFL YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional reslriclions applicable to this property that may be found is the public records of this county, and they n ry be additional permits required from other governmental cmilies suvh as water tu.ufagetnent districts, state agencies, or lcdetal agencies. y tame of pert it s verification ! at will notify the owner of the property of the require\ eats of Florilldal) Lien Law, FS 713. Ogg p Stgnatu e_o "caner/Ag t % Date gm t r of Contractor/Agent Date &A.i,1O1i }t�L lil n Q 0114,rrt j )90 ht- ;t6ArnC,L I11- u 1puint Owner/ n 's Name ' Pri tk tracto / ot's Nam �,�,,��t�• �1t r l� IGrida � �� k ea rrt F/-- tat ,a y t`3 Signatu e of at State FFtorida tO Date Signature of Not State Fl 2)a o, pad/ QIIyt�)� �'^ St�7er-lbr µ-nr�,rtt: �v aj re -;� �'�k N T.k�errtrt�ii,�la it�t t1 Pio`'� Y I�lfy r*A �`�••. v •o� Owner/Agent is �. Personally Known to Me or Contractor/gent is � Ile' 0rfiti31; '" dwn tu.l,�,R Produced IRL 9 � -'1 'b l 1 ire -(- Produced ID APPLICATION APPROVED BY: Bldg: _ Zoning: Utilities: F'D: (b6�a Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: 1. � D61 PLANS REVIEWED CITY OF SANFORD PLANS REVIEWED CITY OF SANFORD 44 C GENERAL NOTES 1. THE GENERAL CONTRACTOR & EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTS TO THE DESIGNER AND/OR STRUCTURAL ENGINEER, IF NEEDED, SHOULD CONTRACTOR CONSTRUCT THE PREMISES IN A FASHION NOT CONTENT WITH THE PLANS PREPARED BY THE DESIGNER AND/OR STRUCTURAL ENGINEER, OR IN ANY FASHION, CHANGE THE PLANS AND DRAWINGS WITHOUT THE REVIEW AND APPROVAL FROM THE DESIGNER AND/OR STRUCTURAL ENGINEER THEN DESIGNER AND/OR STRUCTURAL ENGINEER SHALL BEAR NO RESPONSIBILITY OR LIABILITY FOR THE CONSTRUCTION OF PREMISES AND ACCURACY OF THE DRAWINGS. 2. PLANS, NOTES, DETAILS, SPECIFICATIONS & ALL OTHER INFORMATION DEPICTED IN THIS SET OF CONSTRUCTION DOCUMENTS AND ALL ATTACHED SHEETS HAVE BEEN PREPARED TO MEET FLORIDA BUILDING CODE 2001 w/ REVISIONS FOR THE CENTRAL FLORIDA AREA WITHIN THE 110 M.P.H. @ 3 SECOND GUST. IT IS THE RESPONSIBILITY OF THE CONTRACTOR / OWNER / DEVELOPER TO VERIFY WITH LOCAL, CITY, COUNTY, AND STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH BUILDING CODES, ORDINANCES, ZONING, DEED RESTRICTIONS, EXITING CONDITIONS, LIMITATIONS OF THE SITE, ETC.. FOR THE AREA OF CONSTRUCTION. THIS MUST BE DONE PRIOR TO THE USE OF THIS DOCUMENT OR ANY ATTACHED DOCUMENTS FOR THIS PURPOSE. 3. WITHIN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT ALL WORK INDICATED ON THESES DRAWINGS SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY FOR THE OWNER/S. ALL WORK AND / OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE CONTRACTOR AND / OR SUBCONTRACTOR/S AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 4. ROOFING'S SHINGLES SHALL COMPLY WITH ASM D-225 OR ASTM D-3462. ALL FLASHING AND ROOF PENETRATION MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS SHALL COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSULATION. 5. COMPLY WITH "BIA" STANDARDS FOR ALL MASONRY CONSTRUCTION. 6. INSTALL ALL MATERIALS AND APPLIANCES PER MANUFACTURER'S RECOMMENDATIONS. APPLIANCES SHOWN AND CALL OUT ON DRAWINGS ARE FOR DESIGN PLACEMENT ONLY. THIS IS NOT NECESSARY INCLUDED WITH CONTRACTORS BASE PRICE AGREEMENT WITH OWNER/S. CONTRACTORS AND OWNER/S SHALL HAVE THIS UNDER A SEPARATE AGREEMENT WEATHER OR NOT IT IS CALLED OUT ON THE DRAWINGS AS OPTIONAL. 7. FIELD VERIFY ALL ROUGH -IN DIMENSIONS WITH ACTUAL FIXTURE DIMENSIONS ALL DIMENSIONS SHOWN ON FLOOR PLAN ARE TAKEN FROM OUTSIDE FACE OF BLOCK OR STUD TO INTERIOR FACE OF STUD. DIMENSIONS SHOWN ON BLOCK CONSTRUCTION ARE TAKEN FROM FACE OF BLOCK TO ONE SIDE OF ROUGH OPENING TO THE NEXT ROUGH OPENING. FRAMED CONSTRUCTION, DIMENSIONS ARE TAKEN FROM OUTSIDE FACE OF STUD TO CENTER LINE OF ROUGH OPENING TO NEXT ROUGH OPENING, ETC... DIMENSIONS ON FOUNDATION PLAN ARE TAKEN OUTSIDE FACE OF BLOCK OR STUD TO CENTER LINE OF FRAMED WALL AND/OR PLUMBING FIXTURES. 8. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT, READY FOR OPERATION. PROVIDE OWNER/S WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC.. 9. PROVIDE H.V.A.C. SYSTEM AND PLUMBING AS REQUIRED. MECHANICAL CONTRACTOR TO PROVIDE DRAWINGS FOR PERMIT AND AL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE SYSTEM READY FOR OPERATION. 10. PROVIDE ELECTRICAL SYSTEM AS REQUIRED. ELECTRICAL CONTRACTOR TO PROVIDE PERMIT, ALL LABOR, MATERIALS, AND ANY MISCUES ITEM NECESSARY FOR A COMPLETE SYSTEM READY FOR OPERATIONS. 11. WHEN EXISTING SLABS, WALL, ETC.. ARE REMOVED OR OPENED TO ACCOMMODATE NEW CONSTRUCTION, SUCH AREAS ARE TO BE REPAIRED TO MATCH ADJOINING SURFACES, BEFORE REMOVAL OR ANY EXTERIOR AND/OR INTERIOR WALLS, VERIFY EXISTING CONDITIONS FOR BEARING WALLS, CONCENTRATED LOADS, ETC.. AND SHORE UP ALL AREAS REQUIRED. 12. THESE DRAWINGS ARE THE EXPRESS PROPERTY OF THE OWNER/S AND SHALL BE REVIEWED BY A FLORIDA LICENSED STRUCTURAL ENGINEER. OWNER/S ARE LIABLE FOR THE DESIGN INCLUDING COPYRIGHTS INFRINGEMENTS. IT IS UNDER THE ASSUMPTION AND RESPONSIBLY OF THE OWNER/S HAVE RECEIVED WRITTEN PERMISSION FOR THE USE OF DESIGN AND/OR COPYRIGHTS FOR THE USE OF, IF NEEDED AND/OR REQUIRED. ELECTRONIC COMPUTER FILES SHALL REMAIN PROPERTY OF: OWNER/DESIGNER 13. WINDOWS SIZES SHOWN ON PLANS ARE GENERIC SIZE AND SHALL BE VERIFY WITH CONTRACTORS WINDOW SUPPLER FOR ROUGH OPENING AND ACTUAL WINDOW DIMENSIONS. WINDOW SUPPLER SHALL PROVIDE APPROVED DESIGN LITERATURE AND FASTING DETAILS IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 w/ REVISIONS. ABV. A.B ANCHOR BOLT D DRYER FTC. FOOTING M.C. MEDICINE CABINET A/C AIR CONDITIONER DBL. DOUBLE GA. GAGE MECH. MECHANICAL ADJ. ADJACENT DET. DETAIL GALV. GALVANIZED MIN. MINIMUM A.H.U. AIR HANDLER UNIT DIA. DIAMETER GL. GLASS MISC. MISCELLANEOUS ALUM. ALUMINUM DIM. DIMENSION GYP. GYPSUM M.O. MASONRY THRESHOLD ALT. ALTERNATE DISP. DISPOSAL H.B. HOSE BIB MTL. METAL APPROX. APPROXIMATE D.L. DEAD LOAD H.C. HOLLOW CORE O.A. OVERALL BRG. BEARING DN. DOWN HDWR. HARDWARE O.C. ON CENTER BD. BOARD D.W. DISHWASHER H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER BLDG. BUILDING DWG. DRAWING HORIZ. HORIZONTAL OPP. OPPOSITE BLK. BLOCK EA. EACH HT. HEIGHT OPT. OPTIONAL B.M. BEAM E.J. EXPANSION JOINT HTG. HEATING PAN. PANTRY BTM. BOTTOM ELEV. ELEVATION IN. INCHES P.C. PULL CHAIN COL. COLUMN EQ. EQUAL INSUL. INSULATION PED. PEDESTAL CER. CERAMIC EST. ESTIMATE INT. INTERIOR PREP. PERPENDICULAR C.J. CONSTRUCTION JOINT EXIST. EXISTING JST. JOIST PL. PLATE CLG. CEILING EXT. EXTERIOR JT, JOINT PWD. PLYWOOD C.M.U. CONCRETE BLOCK FIN, FLR. FINISH FLOOR LBS. POUND/S PROP. PROPERTY CONIC. CONCRETE FIN. FINISH LAV, LAVATORY P.S.F. POUND PER SQUARE FOOT CONST. CONSTRUCTION FIX. GL. FIXED GLASS LTG. LIGHTING P.S.I. POUND PER SQUARE INCH CONT. CONTINUOUS F.P. FIREPLACE MATL. MATERIAL P.T. PRESSURE TREATED CTR. CENTER FT, FEET MAX. MAXIMUM PTN. PARTITION P.H. QUAL. QUAN. R/A RAID. REF. REINF. READ. REV. RM. R.S. S.C. SCHED. SEC. SH. S.H. SHT. SIM. S.G.D. SQ. S.S. STD. STO. 1.) CODE : 1.1 FLORIDA BUILDING CODE 2001 w/REVISIONS. 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-89) 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN CODE FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7.97) 2.)WO0D: 2.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb=1250 P.S.I. AND A MODULES OF ELASTICITY= 1,600,000 P.S.I. (DOES NOT INCLUDED INTERIOR NON LOAD BEARING STUD WALLS.) 2.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 -.40 PRESSURE TREATED WOOD AND ALL WOOD IN CONTACT WITH CONCRETE AND/OR C.M.U. BLOCK WALL SHALL USE #2 -.25 PRESSURE TREATED WOOD. 2.3 ROOF SHEETING, 1 /2" C.D.X. GRADE 4-PLY WOOD OR 7/16" O.S.B. WITH Bd © 6" O.C. ALONG PANEL EDGES, 12" IN FIELD. SEE ROOF NAILING PATTERN SCHEDULE. 2.4 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDE AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DESIGN CRITERIA I 1. THIS STRUCTURE HAS BEEN DESIGN TO MEET OR EXCEED THE 120 M.P,H. WIND LOAD REQUIREMENTS OF SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE W/ REVSIONS. 2. BASIC WIND SPEED: 120 M.P.H. @ 3 SECOND GUST. 3. WIND EXPOSURE: (B) ROOF: LIVE LOAD 20LBS 4. WIND IMPORTANCE FACTOR: (1) DEAQ LOAD 20LBS TOTAL LOADS: 40LBS 5. ONE STORY MAX HEIGHT: 20'-0"= 26.8 P.S.F. @ 120MHP 6. ROOF TRUSSES ARE NOT DESIGN FOR FURTURE CERAMIC TILE ROOFING MATERIALS. ** 7. BUILDING DESIGN TO MEET 2000 BUILDING CODES W/ REVISIONS ** BUILDING CATEGORY: RESIDENTIAL (R3) NUMBER OF STORIES: ONE PAPER HOLDER QUALITY QUANTITY RETURN AIR RADIUS REFRIGERATOR REINFORCING. REQUIRED REVISION / REVERSE ROOM ROUGH SWAN SOLD CORE SCHEDULE SECTION SHELF SIGNAL HUNG WINDOW SHEET SIMILAR SOLID GLASS DOOR SQUARE STAINLESS STEEL STANDARD STORAGE STIR. STRUCTURAL T.C. TRASH COMPACTOR TEMP. TEMPERATURE THK. THICK /THICKNESS TYP. TYPICAL U.L. UNDERWRITERS LABORATORY VENT. VENTILATION VOL. VOLUME V.U.C. VENT UNDER COUNTER V.T.R. VENT THROUGH ROOF W. WIDTH / WIDE / WASHER W.C. WATER CLOSET WD. WOOD W.D.W WINDOW W.H. WATER HEATER W.I.C. WALK -IN -CLOSET WP. WATERPROOF w c� z w W o a 0 J < �n a `r d] w � u o � o W LILA C) C� o H L / Q J I..L. r � V J J d >C � �L' W Lu�� SEAL: L6 rl oc�= (D c) (' N Q Lf C�otT00�- Q } O Uri LuQvim-QL�!�C Lu C� d L-u !J �G ia_ cl Q n LL L Lo (n 00 cn CIn ® 00 L- C)oo Fri C) rri HEFT NUMBER: j' i`� _.�..� ___. - -_-._, --__.. _ -1