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223 Palm Pl 14-289; ELECTRICALJAN -28-2014 TUE 02:44 PM TRI -CITY ELEC RESI FAX N0. 407 788 2007 P. 01 JAN 2 8 2014 CITY OF 'SANFORD BUILDING &'FIRE PREVENTION PERMIT APPLICATION Application No: I "I - W Documented Construction Value: $ "1) j D Job Address: _D,? 3 io )rj,) r 1 GCe- Historic District: i'cs No Parcel YD: 6 - 3 I Soy - 0 900 -01 ;?o Zoning: Description of Work: _ _ X eo i r c, ho44 se. w t -f4 net) ldeV i e_) Gaol I h I ej10 P 41el U " 7N JbI Plan Review Contact Person: ph 2 _ TiLtle: Phone iJ'78d 3o5q l y Fax: Or1' la E-mail•d . bfq%e.` Ceie uC l- Property Owner Information Name ?cii i"n G81-4 /,W- 'hone: Street; P.0, b'l e 9751,760 Resident of property? ; Cite, State Zip: Ly Ke , 3a015 -- Contractor Information Name l'1'Cr e r Ca I Cy,- .j- T-hC Phone: Street; e_) o f ,-ve, r Fax' Jq Cite, State Zip: '""Y" S^^ ' 1" 1• 3 11 State 'License No,: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: , E-mail: Bonding Company: L1 Address: Building Permit Squilre Footage: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing M New Service - No, of AMPS: New Construction - No. of Fixtures: Meebanical p (Duet layout required fbr nrw systeins) Fire SprinklerlAlarm No. of heads: JAN -28-2014 TUE 02:45 PM TRI -CITY ELEC REST FAX N0, 407 788 2007 P. 02 Application is hereby lna.de to obtain a perinit to work or iiiquilation has commenced prior to the meet standards of all regulating cornstruction must be secured for electrical work, plurnbing air-condition ers, etc. do the work and installations us indicated. I certifj, that no issuance of a permit and that all work will be performed to in this jurisdiction, I understand that it separate permit signs, wells, pools, furnaces, boilers, heaters, tanks, and OWNER'fi AFFIDAVIT: T certify that all of tile 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 COAVvJENC1 MENT MAY IaSULT INYOUR PAYING TWICE FOR.IMPROWMENTS TO YOUR PROPERTY. A NOTICE OF .COMMENCE:KENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFOYZE, THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT AnTH YOUR LENDER OR.AN ATTORNEY BEFORE ;RECORDING YOUR'NOTYC:E OF COM)IENCIIaMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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 Cit)+ of Sanford requires pmynzeiat of a plan review fee. A copy of the executed contract.is required in order to calculate a plan review .charge. if the executed contract is not submitted, we reserve -the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your penin' s when the permit is released. Signulum of Owner/Agent Date $ignaturc of Contructor/Agont Date 1')1 -int Owner/Agent':: Name Signuwfr of Notary -Stole ol'Floridn DaLC 0 Jner/Agent is Personally Known to.Me or Produced ID Type. of ID APPROVALS: ZONING: UTILITIES: ENGINEERING : FIRE: COMMENTS: Rev 11.09 Rance_ OolllyLLIL Print C-Lili LCtor/Agent's Name Sisnawre or ul y-state or Plo a Date Rv rue CWLYN MORGAN MY COMMISSION # EE 037195 r EXPIRES: December 13, 2014 tOF I;F fiondeti ThNAueAut Notory fiervfces VContractor/Ag,ent is Person iil)' :Knov+n to Me or Producr:d ID ._ Type of ITS WASTE WATER': BUILDING: IAN=2— 2014 TUE 02:46 PM TRI—CITY ELEC RESI FAX N0. 407 788 2007 P. 03 79-HOCI I c n30 Wes! Dr • Rttomortla do Rmlda 3271 a p, 407 788-9600 Fc 40 79 - c Canhootme. Inv. sP ( 1 ( 7j 2007 Multi -Family Depgrtment Sfc* Ucense ECOOOM I TO. Orange County Conshetion Company Proposal No. 20131121-2 6203 WJngard Rd. Orlando, FLUB09 Date- 11/21/2013 Atte: Jason We: hereby propose to fiunish all labor & material necessary to provide the EJeetricell installation is accordance with the following spaoWcation,.& subject to the: conditions of contract stated on the reverse, side: 223 PRIm Place I Anwhe house to include; a, Smoke Detectors. b. Arc Fault breakers. o. Switches/devices. d. Hook all appliances. AC and Air Hvndlar up. m. fisc rated box b1 the bedrooms and living royal. f. New interior panel with broaker5. S. V-7acriar rm,etesr'/panel is good. (no replawmeau) 2, Material and 4bor. $4,010.00 3,permit. 5 100.00 Total price for i1r. work described above., S 4,110.00 Payable Net 30 This proposal is void if not accepted in writing within 30 days after this date. November 21, 2013 TRI -CITY ELECTRKCAJL C,ON RAC ORS, INC. By: Pow ;Vmdo" George Parsons/project Manager FOW Na. t-1$3sJx•4,S/SQt1G A sag., YW-City Electrical Conttacrors. Ina assumes no responsibility)br damages 1D underground obsmw1ons not P"Ieally irrdlaated Also any imdergroup d' unforeseen wiring problems will he an additional charge aver & abov¢ rhe quoredproposal Tr; -Cid Electrical Conrraerors, Inc will axercisg reasonable can Acing rho iwralladbn; however, sod & IgndTcape replacement, k719060n repairs & utitityCharged eve nor Included ADC ,iCCRZDl7'ED Q[,ALJrII CCNIRACTQR M 18 wd LE:ZG ivs SIR-9z-Nvr Rev S Gn w Response to C orin r;nents 0 ZOO Permit # I 1 Project Address: 2 Contact: LV1 ej- Ph: 90%4 Email: Traders encornp sled In revision: If D ild.ing 0 Plumbing 0 Electrical 0 Mechanical El Life Safety ED Waste Water Departrnent Utilities El Waste Water Cl Planning Engineering Fire Prevention Imo' Buildin l .Zg City Of S,;-anu`ord H r re Pa,e ewition © vision Ph, 4,07.688.5,50 Fax: 407.638-5152 Submittal nate 2 7 Fax: General description of revision: J i J)Uw ROUTING MORMA' ION hp App rota s Revision , ,,. ,,. Q City of Sanford Response to Comments Building & Fire Prevention Division Ph_407.688.5150 Fax;_ 407.688.5152 -- Email: building@sanfordfl.gov Permit # Submittal Date I l r L( Project Address: Aq 3 _ C)LI acp Contact: e r -r' Ph: k) I 5 -7 cl - 3 t_I -1-7 Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Fax: General description of revision: ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering Fire revention Building i •L /.= ! . 6 I GENERAL NOTES DESIGN REQUIREMENTS WIND DESIGN LOAD INFORMATION - PER FERC 2010, REF. ASCE 7-10) BASIC WIND SPEED (Va)= 139 MPH (3 SECOND GUST) V..) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFIC I ENTS(ASCE 7-10) ENCLOSED BUILDINGS =+/ -0.18 PARTIALLY ENCLOSED BUILDINGS =+/ -0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TC WITHSTAND THE FOLLOWING PRESSURES FOR WALL LOCATIONS -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: -49.9 PSF, +12.2 PSF BOLTS AND THREADED RODS ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (rm = 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FIELD REPAIR NOTES 1. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)i5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR Sx6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" 8 CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'. FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF 4, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 48 BAR DIAMETERS EXCLUDING BEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 w/ 2012 SUPPLEMENTS FLORIDA BUILDING CODE 2010 EXISTING CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE DAMAGED WINDOWS. REPAIR MASONRY OPENINGS. e INSTALL NEW WINDOWS. DRAWING INDEX 01 COVER SHEET & LOCATOR PLAN 02 DETAIL SHEET N I p // II LEGEND 11 gl / T I p RESIDENCEESIDE p C TAG SPECIFICATION y\ J// Op/••\ `157p \ OV[@1 j HATCH INDICATES EXISTING WALLS TO REMAIN 223 PALM P L e a AREA OF WALL REPAIR, REFER TO DETAILS 3 REMOVE & REPLACE WINDOW S///a\' \ a j\\ ® P O R D, FL 32773 a NEW #5 VERT. REINF. IN CAST -IN-PLACE JAMBS XX N S ARE REVIEWED AND CONDIORALLY FOR PERMIT. A ISSUED PERMIT SHAiI. E ERMISSION TO PROCEED WITH THE W TER g AUTHORITY TO VIOLATE, CANCEL, ANY OF THE PROVISIONS OF THE TECHNICAL SHALL ISSUANCE OF A PERMIT PREVENT THE DIVISION FROM THEREAFTER REOUIRINa N OF ERRORS ON THE PLANS`. C UCTION R OTHER VIOLATIONS OF THE CODE. 3 i 34SN 20.2 26.4 3 1:1 1 lI Nx.X Component Design Pressure (p .=e) 0 1 N o LL wUrn - jzILL a Ib4:Z=M w w U Q { I (nth 7 b 0 V 7L w O LL W 7 1 Q N0 i O4 o(0 O Of CD DOOmN T CO F- N U) N w V 04r M C. Z .I o 0:: N IJ_ w . m U W zooz 0N I..I..Iw O q w = cNo O c UOz z0 Q o J X O 2 2 < _ jLU Q v I / C7 F L 2 [ n S(/2 N < I 1<— . 4u 1 L W O U N N o P ' I o V m LU U qwWN a co F Uj CD 2 2 H z _j 4'-2" '-J I w °z FPTY.) "' 1H4 eH Afi PROX. Af PFIOX. 22 SN Q a N U N DESIGN DRAWN CRS 21.2 + 21 20 CHECKED SSPE 28.3 02 - 28.3 wz Joe OCC -MARTIN O PALM PLACE w SATE E AS NOTED LOCATOR FLAN N DAT21920133 El ISIDED_ SMT 1 OF 2 2 2 H z _j 4'-2" '-J I w °z FPTY.) "' 1H4 eH Afi PROX. Af PFIOX. 22 SN Q a N U N DESIGN DRAWNCRS 21.2 + 21 20 CHECKED SSPE 28.3 02 - 28.3 wz Joe OCC -MARTIN O PALM PLACE w SATE E AS NOTED LOCATOR FLAN N DAT21920133 El ISIDED_ SMT 1 OF 2 F f--BOND-BEAM—y PRECAST EXIST. ROOF SYSTEM HEADER TO REMAIN UCK NEW WINDOW SILL A$ REO'D. wO NEW 5 VERT. INSTALLATION NOTE: . BUCK SPECIFIED I. INSTALLATION W/ Ex I5T FTG AND BOND BEAM rn DRILL A 3/4' DIAMETER HOLE (MIK &' DEEP) IN EXIST. BOND.,BEAM AND EXIST. FTG. AT THE LOCATION.OF THE_REBARTO_ 8 BE INSTALLED. INSTALL No E5 BAR:INTO EPDXY. FILLED..HOLE (EPDXY ToBE51MPSON,5TRCNG BOND EPDXY_.OR_ I EQUIVALENT. USE MANUFAGTURER'5 INSTRUCTIONS).. ASSURE DTHATALLDUST-ANDEBRIS:FROM DRILLING ARE -REMOVED. - - p FROM HOLE BY USING COMPRESSED AIR PRIOR TO. APPLYING. EPDXY. ALLOW _EPDXY TO CURE TO MANUFACTURER'S 9 5PECIFICATIONS_THEN GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR PAINTED FIN15H TO REMAIN 7. INSTALLATION Wi EXIST.FTG - ORILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL w L --1 O. NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EQU(VALENT. USE BEYOND A5 RECI V. r # MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST ANDDEBRISFRCM DRILLING ARE REMOVED FROM HOLE BY NEW exez16 GONG OCK AS REQ. BL'D USICOMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW'EPDXY TO CURE. TO MANUFACTURER'5 5PEGIFIGATICN5. THENNGGROUTFILLCELL. USE 25' MIN. LAP SPLICE AT BAR HOOK5 AT TOP OF BAR TO BE MIN. 17 BAR DIAMETERS (EXCLUDING ,. II BEND1. DRILL < EPDXY 5" BAR Cr MIN -6 CAST -IN-PLACE RAKE - - FROM TOPSAWCUT4 REMOVEDES OF WINDOWINTOEXIST. BOND BEAM OR BEAM w/ 5 5TRUPS c OPENING. PLACE RE5AR ANDGROUTFILLEDBLOCKw/ 5' EMBED. , 75' MIN. LAP TO B' O.C. (EYP.) CAST -IN-PLACE HEADERS AND VERT. z NEW STEEL B:_. L CELLS - M INTAIA N I. LD RAKEBEIN-PLACE EAM w/-551IFcVPs .. 8' OC (TTP) DRILL I EPDXY S BAR INTO EXIST. BOND BEAM OR5' f--BOND-BEAM—y PRECAST EXIST. ROOF SYSTEM HEADER TO REMAIN UCK NEW WINDOW SILL A$ REO'D. wO BUCK SPECIFIED rn T-0- O.C. AS REO D. NEW PRECAST CONC. SILL AS Q W o I W PAINTED FIN15H TO REMAIN BT WINDOW/ DOOR w L --1 O. BEYOND A5 RECI V. r # NEW exez16 GONG OCK AS REQ. BL'D z W w O EXIST. GONG. w Z 4SLAB5L MANUFACTURER EXIST. FOOTING TO 1 REMAIN 0, N I. NOT 5: WINDOW AND DOOR ASSEMBLIES TO CONFORM FRG 2R T Q? - GONco Z YNRWALLSECTION R 2. I F2xPTBUGKSMAILERSSHALLEXTENDBEYONDINTERIORFACE GF WINDOW, I x- Q LJ ci o o z ow0U) z zQ Q Z' w o ¢ FASTEN BUCK TO MASONRY W/ (I) ROW OF 3/16'X4' TAPGON5 6' FROM END5 o = 0 0 O E o 0 M z O AND I6' O.G. MAX TAPCCN5 TO BE 1 1/l' MIN. FROM EDGE OF BUCK Q F- JV 0 F- . U) F- LLJ 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, NEW Vl' Lu , Lu L w Lu o d STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS 541, -RESISTANT z rn Qm CASE. BOARD +CEILING EXIST. BOND O LLI C) ti 4. ADDITIONAL: 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BEAM TO a I.IJ o Jj W LL 3qy On IBUCKEDOPENING; USE (3) ROWS OF 10dX3' NAIL5 STAGGERED -12' O.G. REMAIN 2,C) z0 W EA. SUCCESSIVE BUCK CAST -IN-PLACE W(1)zC _, - p 5. MIXING'OF IX AND 2X BUCKS SHALL BE PERMITTED -FOR THE SAME HEADER w/ (115 r CRS pCHECKED SSPE OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMENTS HOLD 2' FROM BOT. w z JOB OCC - MARTIN C7 SCALE AS NOTED ----- w NDATE12.19.2013 FASTENING) ARE'MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) SHT 2 OF 2 ROWS OF 8d NAILS ®16' O.G. FASTEN WINDOW TO 2X PER WINDOW N I MANUFACTURER'S SPECS. GROUT FILLED BLOCKw - WINUUV' DOOR B 1, 'WINDOW '\ EMBED. 25' MIN. LAP : O, w HATCH INDICATES *'\I.t\ ` PROVIDEiI.. \ i' i \. NOTES N.T.S. EXIST. CMU WALL TO \ - \ \i q \ WINDGW OPENING' I \ WINDOW PER REMAIN (TYP.) ' i y' INDOW OPENING I \\ \,\ 5U PER } - Ii PROVIDEBUOKS e \ \'* I- DETAIL 3/07 I' PROVIDE. BUCK5 PER DETAIL 3/02 PER .DET AIL. 3/02 I \' \ \ I.. 'AS REO D ' T. • y 3\ AS REO'D R AS REQ'D: REFETO NOTE I ABV. - i 1 I I \ } FOR INSTALLATION] OF NEW 5 VERT `., \\, ) \. \ \ ``. t " • I. y f . IN GROUT I FILLED CELL i NEW PRECAST GONG. •, \, 1 T \ \ \, \ _ g SILL ...,\ ' ;. \\,,\ `.. '\ i ,. 1 '\ \ {{\\ \'\.. i 1 \ \ I \ \ ' ..- ,\ : u .4 '\ SIL PRECAST cork. SILLs 75' MIN. LAP (EYP.) \ AI \`., \ Nil C FM. FLR i \\ \\.\ \ •,.. \ \ `, \ \ \ ^...#\\\\ \", . i °;' ., '\' I \ t` . 1 \ G -RADE d SAW CUT 4 REMOVE BLOCK MIN. S' EXIST. FTG TO FROM TOP 4 SIDES CF WINDOW REMAIN (TYP.) NOTE: OPENING. PLACE'REBAR AND REFER TO NOTE 2 ABV. GA5T-IN-PLACE HEADERS AND VERT. ELEVATION FOR INSTALLATION OF TUCK POINT ALL CRACKED MORTAR CELLS NEW 5 VERT. IN GROUT FILLED DELL JOINTS & PROVIDE EPDXY FILL AT ALL CRACKED BLOCKS TO REMAIN OFRONT WALL REPAIR AREA 1/4"=r-0' I ` NEW 5 VERT. INSTALLATION NOTE: L IN5TALLATION W/ Ex15T FTG - DRILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE R=BAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY. OR EQUIVALENT. USE MANUFAC7URER'5 INSTRUCTIONS)- ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED -.FROM HOLE BY I USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HOOK5 AT TOP OF BAR TO BE MIK 12 BAR DIAMETERS (EXCLUDING BEND). I DRILL . EPDXY 5 HOOKS i INTO EXIST. BOND BEAM OR i C -ROUT FILLED BLOCK w/ 5' EMBED._ BEARING j O21NAILS 17' O.C.' PLATE 7TO EXIST.. 2)2.12(2x17 BEAM s WINDOW I EXIST.(2 Rx 12 BEAM f OPENING TO REMAIN EXIST. 2x8 P.T. PLATE TO REMAIN p{ HATCH INDICATES \ i EXIST. CMU. WALL TO k \*, WINDOW OPENING - REMAIN (TYR) i\ t PROVIDE. BUCKS p I^ PER DETAIL 3/02 NEW PRECAST GONG. ,\ - `` ,,, AS REQ'D. SILL I ' 75' MIN LAP (TYPJ EXIST. FTG TO REMAIN (EYP.) 04 GRADE I FIN. FLR i E SAW CUT I REMOVE. BLOCK MIK e' REFER TO NOTE I ABV. FROM ALL SIDES OF WINDOW OPENING. FOR INSTALLATION OF PLACE REBAR AND CA5T-IN-PLACE NEW 5 VERT. IN GROUT VERT. CELLS_ FILLED CELL I , iI OSIDE WALL2REPAIRAREA. 1/4"=V-0" i NEW WINDOW SILL A$ REO'D. PLANFLOOR wO NEW PT. FURRING rn T-0- O.C. AS REO D. NEW PRECAST CONC. SILL AS Q W o REQ'D. W PAINTED FIN15H TO REMAIN y o_ Q M NEW VERT. REINF. w L --1 O. BEYOND A5 RECI V. r # NEW exez16 GONG OCK AS REQ. BL'D z W w O EXIST. GONG. w Z 4SLAB5LQaN EXIST. FOOTING TO aD 7ON . REMAIN 0, N o o O' m N T Q? - GONco Z YNRWALLSECTIONc) N 4 I x- Q LJ ci o o z ow0U) z zQ Q w o ¢ o = 0 0 O E o 0 M z A Q3z JV 0 F- . U) F- LLJ Lu , Lu L w Lu o OUC7z rn Qm 0 C O LLI C) ti v C a I.IJ o Jj W LL 3qy 3 w 2,C) z0 W(1)zC _, - e...., DESIGN DRAWN r CRS pCHECKED SSPE w z JOB OCC - MARTIN C7 SCALE AS NOTED ----- w NDATE12.19.2013 aK rn 02 SHT 2 OF 2 GENERALNOTES DESIGN REQUIREMENTS WIND DESIGN LOAD INFORMATION PER FERC 2010, REF.. ASCE 7-10) I - BASIC WIND SPEED. (V rc) 139 MPH (3 SECOND GUST) Va:a) 108"MPH (3 SECOND GUST) t BUILDINGCATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =S (ASCE 7-10) _ INTERNAL PRESSURE COEFFICIENTS(ASCE 7-10) ENCLOSED BUILDINGS =+1-0.18 PARTIALLY ENCLOSED BUILDINGS=+1-0.55 - NOTE COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE'?-10 DEFINITIONS CLASSIFYINGAS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p..a)'. FOR WALL LOCATIONS -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: -49.9 PSF, +12.2 PSF BOLTS AND THREADED RODS ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90. WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm .= 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3(8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3COD PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF T-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED, 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. - - 6. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FIELD REPAIR NOTES 1. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI,A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4 % AIR i ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 0.55. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-015 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FISERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. q_ ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE! ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 48 BAR DIAMETERS EXCLUDINGBEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 W1 2012 SUPPLEMENTS FLORIDA BUILDING CODE 2010 EXISTING CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE DAMAGED WINDOWS. REPAIR MASONRY OPENINGS. INSTALL NEW WINDOWS. DRAWING INDEX 01 COVER SHEET & LOCATOR PLAN 02 DETAIL SHEET LEGEND AG SPECIFICATION MARTIN' ER SID T j HATCH INDICATES EXISTING WALLS TO REMAIN AREA OF WALL REPAIR, REFER T— p // py8 //s yq yyy / 3 REMOVE & REPLACE WINDOW D % I 3 2 / 7 ®. NEW #5 VERT. REINF. IN CAST -IN-PLACE JAMBS SANFOIR dr as as Component Design Pressure (p..) MET, 1A IT' N A0 ARE REy MB C SOLWE RPEW PERMIT. AISSUEED EO MISSION TO PROC SATE• CA 1C. AUTHORITY TO "Q TE OF THE PROVISIONS ' DRO RMS ALL 00 ANCE OF A PE A OD frROM THEREAFTER DIS m pF ERROcwLRSONTHE f f. 00 O I o o X O f I „ 2L 02 O Q 3 N I © NN m P1 4 i. 02 2 2 4 Iil 31_ X11 41_21 34 5Nor CT1 P. APP c7X, iN4 5N APPROX. APPROX. 22 SN 20.2 + 21.2I _+21 2 26.4 — 28.3 02 PALM PLACE LOCATOR PLAN! SIDE 1/2"=V-0" f MU a , u wUUJ z > a i W ui. w a N M 0- CDW w O w Q O 1 3 ¢ O U I` o ( G 3 N. CDCD ISO C] zO CO N Q c0 m 4NwCO M Z.. M .N Y ~O JoANLL a rn a Lu p F C < o=Q O . U z Q U) Q w W Oa w _ m O O CL M UOz0 Z Q Q _^j O LL 0 v z ~ O 2 v UOo w Lu o = 0 z J US a LLI Q g o o U r` m t` C a LLI zwLL cr F z Q p LLdZ O Q N Q Q Of 2i N CO DESIGN DRAWN r CRS z Fl OCG - MAN I IN W qS NOTED w 12.19.2013 a w 0.1 1 OF 2 _ HATCH INDICATES - `\^\\, . - \': cv"""" I I \\ I. PROVIDE EXIST. CMU WALL TO BUCKS PER. i^ \ WINDOW OPENING I \ REMAIN (TYPJ \ INDOW OPENING , PROVIDE BUCKS I DETAIL 3/02 { PROVIDE BUCKS i, a a ,,<. AS READ .., A : PER DETAIL 3/02 , PER DETAIL 3/02 \ AS RECD. REFER TO NOTE I ABV. \ + AS REQ'D. FOR INSTALLATION OF "`-:`\'` rT - I , \ i ' i , k ' • I ^\ '' ' NEW 5 VERT. IN GROUT \ FILLED CELL \ NEW. PRECAST GONG. SILL * \` i ...,\ \`.` i . \ `\ .''ar \ NEW PRECA5T CONC. i \ I \.\\ \ r' \ i': `^; `` ^if \\ 5ILL 25' MIN. LAP (TTP) GRADE A V"'...,AAAv A V+,AA A'^. y,V\ \ -VA.> .V\ V\ VI v,A V^ VA , v\ \. AAJ1. AA VA,. SAW GUT REMOVE BLOCK MIN. 8' EXIST. FTG TO FROM TOP 4,51DE5 OF WINDOW REMAIN.(TYP.) NOTE: OPENING. PLACE REBAR AND ELEVATION REFER TO NATE 2 ABV. CAST -IN-PLACE HEADERS AND VERT. FOR INSTALLATION OF TUCK POINT ALL CRACKED MORTAR CELLS NEW 5VERT. IN GROUT JOINTS & PROVIDE EPDXY FILL AT ALL FILLED CELL CRACKED BLOCKS TO REMAIN OFRONT WALL RFPAIR AREA EW''ERT. INSTALLA` ION NOTE; - - - INSTALLATION W/.EXIST FTG DRILL A 3/4' DIAMETER HOLE 11114. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EQUIVALENT, USE MANUFACTURER'S I1,15TRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE 15Y USING COMPRESSED AIR PRIOR TO APPLYING EPDXT. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEA GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS (EXCLUDING - BEND). A. BEARING I EXIST. (2)2x12 BEAM j TO REMAIN I PLAT 2 P.T. PLATE TOO REMAIN f v HATCH INDICATES''' EX15T. CMU WALL TO REMAIN ITYP.1 NEW PRECAST CONG. "•- \ \\\`\"\\\\ SILL 25' MIN. LAP (TYP.) EXIST. FTG TO \ "•, REMAIN /T7P.1 FIN. FLR GRADE\ \ , SAW CUT 1 REMOVE BLOCK MIN. 8' FROM ALL 51DE5 OF WINDOW OPENING. PLACE REBAR AND CA5T-IN-PLACE VERT, OELL5 SIDE WALL REPAIR AREA DRILL r EPDXY 5 HOOKS INTO EXIST. BOND BEAM OR. GROUT FILLED BLOCK w/ 5' EMBED:_ - 2) ROWS 10d NAILS ® 12' O.G. PLATE TO EXIST, 2Rx12 BEAM s WINDOW OPENING WINDOW OPENING ) PROVIDE.BUCKS PER DETAIL 3/02 I 4 5 REQ'D. r. 9' X -1"l- M REFER TO NOTE I ABV. FOR INSTALLATION OF NEW 5 VERT. IN GROUT FILLED CELL U BUCK 5PECIFIED NEW 5 VERT. INSTALLATION NOTE: ' I. INSTALLATION W/ EXIST FTG AND E 2SO BEAM DRILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. BOND BEAM AND EXIST. FTG. AT THE LOCATION OF THE REBAR TO N Q BE I1,15TALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EQUIVALENT. USE MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S sP_ECIFIGATIONS THEN.G-ROULF L.LGELLUSE S_f11N.-LAP5PLICE11T-59R. - 2. INSTALLATION W/ EXIST FTG - DRILL A 3/4' DIAMETER HOLE (MIN 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL PER NO: 5 BAR INTO -EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EDUIVALENT. USE MANUFACTURER MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY NOTES, I. WINDOW AND DOOR ASSEMBLIES TO CONFORM i0 FRC 2010USINGCOMPRESSEDAIRPRIORTOAPPLYINGEPDXY. ALLOW. EPDXY TO CURE TO MANUFACTURER'5 SPECIFICATIONS. THEN GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HOOK -5 AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS (EXCLUDING BEND). FASTEN BUCK TO MASONRY W/ (U ROW OF 3/16'X4' TAPCONS 6' FROM ENDS DRILL < EPDXY 5 BAR SAW RAKE SAW GUT a REMOVE F WIND MIN. 8' - - OCK FROM TOSIDES OF WINDOW _ P INTO EXI ST..BOND BEAM OR BEAM w/ 5 5TIRUPS u OPENING. PLACE REBAR AND 3. BUCK5 LE55 THAN 2X70 BE FASTENED W/CUT NAILS OR EQUIVALENT, CONNECTION OF WINDOW TO STSIUCTURE 57 OTHERS IN THIS GROUT FILLED BLOCK w/ 5' e' O.C. (TYP.) CAST -IN-PLACE HEADERS AND VERT. EMBED.. < 25' MIN. LAP TO CEL LS NEW STEEL $_. 5 CONT.,. MAINTAINL EAST -M -RACE — HEADER w/ fITS21HOLD i CA5T-IN-FLACE RAKE e_ .i T) - a- i .-.. ^ .. 1--.-7— 3i.. t :. l BEAM. w/ 5 STIR IPS .. 8' O.G. (TTP.) 5 REQ'D. i - .\ DRILL J EPDXY BAR .' INTO EXIST. BOND BEAM. OR O WINDOW/ DOOR BUCKj' GROUT FILLED BLOCK w/ 5' EMBED. 25' MIN. LAP HATCH INDICATES - `\^\\, . - \': cv"""" I I \\ I. PROVIDE EXIST. CMU WALL TO BUCKS PER. i^ \ WINDOW OPENING I \ REMAIN (TYPJ \ INDOW OPENING , PROVIDE BUCKS I DETAIL 3/02 { PROVIDE BUCKS i, a a ,,<. AS READ .., A : PER DETAIL 3/02 , PER DETAIL 3/02 \ AS RECD. REFER TO NOTE I ABV. \ + AS REQ'D. FOR INSTALLATION OF "`-:`\'` rT - I , \ i ' i , k ' • I ^\ '' ' NEW 5 VERT. IN GROUT \ FILLED CELL \ NEW. PRECAST GONG. SILL * \` i ...,\ \`.` i . \ `\ .''ar \ NEW PRECA5T CONC. i \ I \.\\ \ r' \ i': `^; `` ^if \\ 5ILL 25' MIN. LAP (TTP) GRADE A V"'...,AAAv A V+,AA A'^. y,V\ \ -VA.> .V\ V\ VI v,A V^ VA , v\ \. AAJ1. AA VA,. SAW GUT REMOVE BLOCK MIN. 8' EXIST. FTG TO FROM TOP 4,51DE5 OF WINDOW REMAIN.(TYP.) NOTE: OPENING. PLACE REBAR AND ELEVATION REFER TO NATE 2 ABV. CAST -IN-PLACE HEADERS AND VERT. FOR INSTALLATION OF TUCK POINT ALL CRACKED MORTAR CELLS NEW 5VERT. IN GROUT JOINTS & PROVIDE EPDXY FILL AT ALL FILLED CELL CRACKED BLOCKS TO REMAIN OFRONT WALL RFPAIR AREA EW''ERT. INSTALLA` ION NOTE; - - - INSTALLATION W/.EXIST FTG DRILL A 3/4' DIAMETER HOLE 11114. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EQUIVALENT, USE MANUFACTURER'S I1,15TRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE 15Y USING COMPRESSED AIR PRIOR TO APPLYING EPDXT. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEA GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS (EXCLUDING - BEND). A. BEARING I EXIST. (2)2x12 BEAM j TO REMAIN I PLAT 2 P.T. PLATE TOO REMAIN f v HATCH INDICATES''' EX15T. CMU WALL TO REMAIN ITYP.1 NEW PRECAST CONG. "•- \ \\\`\"\\\\ SILL 25' MIN. LAP (TYP.) EXIST. FTG TO \ "•, REMAIN /T7P.1 FIN. FLR GRADE\ \ , SAW CUT 1 REMOVE BLOCK MIN. 8' FROM ALL 51DE5 OF WINDOW OPENING. PLACE REBAR AND CA5T-IN-PLACE VERT, OELL5 SIDE WALL REPAIR AREA DRILL r EPDXY 5 HOOKS INTO EXIST. BOND BEAM OR. GROUT FILLED BLOCK w/ 5' EMBED:_ - 2) ROWS 10d NAILS ® 12' O.G. PLATE TO EXIST, 2Rx12 BEAM s WINDOW OPENING WINDOW OPENING ) PROVIDE.BUCKS PER DETAIL 3/02 I 4 5 REQ'D. r. 9' X -1"l- M REFER TO NOTE I ABV. FOR INSTALLATION OF NEW 5 VERT. IN GROUT FILLED CELL EXIST. CONC. SLAB EXIST. ROOF SYSTEM TO REMAIN ha EXIST. BOND BEAM TO REMAIN U BUCK 5PECIFIED LWINDOW N Q BY WINDOW/ i DOOR j PER MANUFACTURER NOTES, I. WINDOW AND DOOR ASSEMBLIES TO CONFORM i0 FRC 2010 wU f 2. -2x PT BUCKS NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (U ROW OF 3/16'X4' TAPCONS 6' FROM ENDS AND Ib' O.G. MAX. TAPCON5 TO BE 1 1/2' MIN. FROM'EDG-E OF BUCK 3. BUCK5 LE55 THAN 2X70 BE FASTENED W/CUT NAILS OR EQUIVALENT, CONNECTION OF WINDOW TO STSIUCTURE 57 OTHERS IN THIS NEW 1/2' SAG-2515TANT STRUCTURAL CASE. BOARD ® CEILING 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY ADDED TO EXISTING. 2X BUCKED OPENING, USE (3) ROWS OF 10dX3' NAILSSTAGGERED-12' O.C. LL] EA. SUOGE551VE` BUCK' OF IX AND 2X BUCK5 SHALL BEPERMITTED FOR THE SAME EAST -M -RACE — HEADER w/ fITS S.MIXINGOPENING IF WINDOW ('MANUFACTURER AND PLAN REQUIREMENTS - HOLD 2' FROM BOT. FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) , PER WINDOROWSOFedNAILS ®16' O.C. FASTEN WINDOW TO 2XW REQ'D. MANUFACTURER'S SF -5. - O WINDOW/ DOOR BUCK PAINTED FINISH TO REMAIN NOTES TU'T'S' o_ NEW WINDOW SILL— A5 REGI D. _ NEW PT. FIURRING— n 2 2 0' O.G. AS d' # M ( W" REQ D: EXIST. CONC. SLAB EXIST. ROOF SYSTEM TO REMAIN ha EXIST. BOND BEAM TO REMAIN WALL SECTION I ofNLL M ELFT o pUL:u z z¢ L w O ¢ R z o OUc) _ 0 m '' nnVJ D J z T- Z Hm ' W o = DU z ppp O m Cm KO w w c7 F Ci r N ti w CrYz a w (7 w p C U) -j LL w LU Q.o w a z 0 o Q N< Fa Nu) N, DESIGN DRAWN It CRS 0 -CHECKED SSPE - wz i08 OCC -MARTIN Urn SCALE AS NOTED O DATE L 1219.2013 m4a ®2w EHT 2 01= 2 N U LWINDOW N Q D LL PER FLOOR PLAN wUrn NEW PRECAST LL] CONC. 5I1 -L AS REQ'D. w PAINTED FINISH TO REMAIN w o_ NEW VERT. RE1NF. p BETOND AS REQ'D. NEW 5,8x1& GONG. n 2 L\ 1 d' # M ( W" BLOCK AS REQ'D. 0 w 4 Z l¢ a EXIST. FOOTING TO N' 0WREMAINoy -- p z CD m O O N KpNIU F- m w CU`-(nL iNri WALL SECTION I ofNLL M ELFT o pUL:u z z¢ L w O ¢ R z o OUc) _ 0 m '' nnVJ D J z T- Z Hm ' W o = DU z ppp O m Cm KO w w c7 F Ci r N ti w CrYz a w (7 w p C U) -j LL w LU Q.o w a z 0 o Q N< Fa Nu) N, DESIGN DRAWN It CRS 0 -CHECKED SSPE - wz i08 OCC -MARTIN Urn SCALE AS NOTED O DATE L 1219.2013 m4a ®2w EHT 2 01= 2 N r-- GENERAL NOTES DESIGN REQUIREMENTS WIND DESIGN LOAD INFORMATION - PER FBRC 2010, REF, ASCE 7-10) BASIC WIND SPEED (V.) = 139 MPH (3 SECOND GUST) V.,a) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS(ASCE 7-13) ENCLOSED BUILDINGS =+/ -0.18 PARTIALLY ENCLOSED BUILDINGS =+/ -0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING. PRESSURES (P.w): FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: -09.9 PSF, +12.2 PSF BOLTS AND THREADED RODS ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1 HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT. GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (F = 1500 PSI) - 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 64" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FIELD REPAIR NOTES 1. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)1{5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) CAST IN PLACE CONCRETE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO4%AIR ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW 1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE S'. FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 48 BAR DIAMETERS EXCLUDING BEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 w/ 2012 SUPPLEMENTS FLORIDA BUILDING CODE 2010 EXISTING CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE DAMAGED WINDOWS. REPAIR MASONRY OPENINGS. INSTALL NEW WINDOWS. DRAWING INDEX 01 COVER SHEET & LOCATOR PLAN 02 DETAIL SHEET J C \ LEGEND rMARTINRESIDENCECCIDCA C E TAG SPECIFICATION I 1 [ I] HATCH INDICATES EXISTING WALLS TO REMAIN 223 PALM P L • AREA OF WALL REPAIR, REFER TO DETAILS 3 - REMOVE & REPLACE WINDOW SA N F O R D, FL 32773 o NEW- VERT. REINR IN CAST -IN-PLACE JAMBS XX:X Component Design Pressure (p —) I--% lk R rr 4 2 L ,a2 L I APPROX- 1N4 SN APPROX. 4( APPROX. 2a2 22 SN 27.2 26.4 ± 28.3 I +21.2 m2 - 28.3 PALM PLACE SIDE LOCATOR PLAN 1/2"=1'-0" Z Q J LL W OJ F QF - Lu U O J W M U Z NW C.) J J W 0— OfOf 2 CLLL O N2 W CRS HECKED SSPE OB OCC - MARTIN CALE AS NOTED ATE 12.19.2013 01 SHT 1 OF 2 uid' C2 'uT O N wOLk rn — LL) rr LL c OUU 19 3. cqOmCOH m c) QNM P) Z YOJ r— ANLL C c 3 ~ 0c) z LLI p Z c Q Z W U)< pa a O Z Q J LL W OJ F QF - Lu U O J W M U Z NW C.) J J W 0— OfOf 2 CLLLO N2 W CRS HECKED SSPE OB OCC - MARTIN CALE AS NOTED ATE 12.19.2013 01 SHT 1 OF 2 gpNp BEAMS wF - NEW 5 VERT. INSTALLATION NOTE: 1. Q AND ISVN BEAM DRILLAFTG, DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. BOND BEAM AND EXIST. FTG. AT THE LOCATION OF THE REBAR TO PRECAST BE INSTALLED. INSTALL NO, 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMP` 1 STRONG BOND EPDXY OR HEADER EXIST. ROOF SYSTEM EQUIVALENT. USE MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE B7 USING COMPRE55ED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANIFACTURER'5 BUCK SPECIFIED TO REMAIN SPECIFICATIONS, THEN GROUT FILL CELL USE 25' MIN. LAP SPLICE AT BAR BY WINDOW/ 2. INSTALLATION W/ EXIST. FTG, DOOR DRILL: A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE IN5TALLED. INSTALL MANUFACTURER NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EQUIVALENT. USE MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING 4RE'REMOVED FROM HOLE BY USING C0MFFE56ED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN NOES- " GROUT FILL DELL. USE 25' MIN. LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN: 12 BAR DIAMETERS (EXCLUDING I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FRG 2010 BENDY 2. 2X PT BUQK9/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, ZFASTENBUCKTOMASONRYW/ (1) ROU OF 3/16'X4' TAPCONS 6' FROM ENDS 16' O DRILL 4 EPDXY 5 BAR CAST -IN-PLACE RAKE SAW GUT 1 REMOVE BLOCK MIN. S' AND D.C. MAX TAFN70NS TO BE 1 1/1' MIN, FROM EDGE OF BUCK 3. BUCKS LE55 THAN 2X TO BE FASTENED NAILS OR. EQUIVALENT, NEW Irz' H INTOEXIST. BOND BEA) OR FROM TOP SIDES.OF WINDOW- BEM) w/ 5 STIRUPS . GROUT FILLED. BLOCK w/ 5' OPENING. PLACE REBAR AND STRUCTURAL CONNECTION OF WINDOW TO STF3;CTURE B7 OTHERS IN THIS SAG -RESISTANT - d B• OL. (TYP.) EMBED. , 25' MIN LAP TO - CAST -IN-PLACE HEADERS AID. VERT. CASE. -. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BOARD CEILING y Ex15T. BOND 0NEWSTEEL8_®. _ Z CELLS 5 CONT, MAINTAIN BUCKED OPENING, USE (3) ROWS OF 1@dX3' NAILS STAGGERED -12' OL. BEAMI TO 2' HOLD t EA. SUCCESSIVE BUCK -.: _ 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME w/ LULU0. v CAST-IN-PLACEACE RAKE IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS HEADER (-5 BEAM 5 OPENING _ HO LD 2 _ BOTFROI'1 FASTENING) ARE MET. S.'ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO ZX BUCK W/ (1) DRILL 4 EPDXY 5 BAR ROWS OF ed NAILS •16' O.G. FASTEN WINDOW TO 2X PER WINDOW 0 INTO EXIST. BOND BEAM OR MANUFACTURER'S SPECS. N j „ W; ,. •'-' '; I Uk, GROUT FILLED BLOCK w/ 5' EMBED- 25'.MIK LAP. Q WINDOW/ DOOR BUCK. O m o HdTGH INDICATES i j,. OPENING j' EXIST. CMU WALL TO \,, I PRDVIDE I. •:.. NOTES N.T.S. LL REMAIN TYP.J .; INDOW OPENING :. BUCKS PER j' i. WINDOW OPENING I- DETAIL 3/07 +... PROVIDE BUCKSr PROVIDE BUCKS NEW WINDOWSILL WINDOW PER A5 REQ'D. FLOOR PLAN 01., .' PER 3/02 I I. \ I. '' 'AS REQ D. PER DETAIL 3/02 !-•i .. m U., U . A5 REQ'D.. AS REQ'D. - I. 1 ` i . : NEW P.T. FURRING - 0REFERi0NOTEABV. , , FOR INSTALLATION OF i 'NEW M `.I 1'-0' O.C. AS REQ'D.' PRECAST zQ RLLED CERT. IN GROUT 1 L \,F i :. '' \ CALL AS cy R' W M d O 5'O NEWTWPRECASTCONC.- ', `\\ I\, . ` , ' . Ey :. NEW PfECA5T CONC. PAINTED FINISH TO REMAIN wW S r. 1 r , •a I i 25' MIK LAP (T7PJ Jj i'' M' • , _ ' Ul SILL NEW VERT REIT -F. BEYOND AS REO'D. w 7 # i.;• n NEW 8xOx16 CONIC. D. r Q W0, 0' BLOCK AS REQ EXIST. GONG w 11 FII') FLR•ii.`. SLAB w LLJ 10EXIST-EXIST. FOOTING r0 m SAW CUT J REMOVE BLOCK MIN. eEXIST. FTG TO \ \ \ `* \ \ \ `*. \ \ \ \ REMAIN O LL FROM TOP 4 SIDES OF WINDOW REMAIN (TYPJ ' NOTE: m OPENING. PLACE WEAR AND REFER TO NOTE 2 ABV. N -PLACE HEADERS ANVERT. ELEVATION FOR INSTALLATION OFCAST-IDD TUCK POINT ALL CRACKED MORTAR s CELL5 NEW 5 VERT. IN GROUT JOINTS & PROVIDE EPDXY FILL AT ALL o> DDFILLEDCELLzocaNCRACKEDBLOCKSTOREMAIN w m O FRONT WALL WALL SECTION N coN Z N YomWNLL REPAIR AREA Sia"=r-0"< v4"=,,_o,. aa) M'Fo z L rn ma 0 zL) 0 W Z Z Q QNEW5VERT. INSTALLATION NOTE: I. INSTALLATION W/ EXIST. FTG. W O QOf DRILL A 3/4' DIAMETER HOLE (MIN. b' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL w N O NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMP50N STRONG BOND EPDXY OR EQUIVALENT. USE MANUFACTURER'S INSTRUCTIONS). A55URE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE B7 0 0 M USING CCMPRE55ED AIRPRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS (EXCLUDING Wz BEND). m vJ o J DRILL 4 EPDXY 5 HOOKS INTO EXIST. BOND BEAM OR Z toGROUTFILLEDBLOCKw/ 5' f' W Z EMBED. w C) U. ROWS 10d NAILS a 12' N BEAD WINDOW D 111 12))22x2 v n C EXIST.2/2x12 BEAM OPENING AINTOREM Z z y, EXIST. 2x8 P.T. `--- r"..----....---^-_-----"'._-------- _..--___---._ OPLATETOREMAINm O. It HATCH INDICATES - R `: '- .. :.w .. O EXIST. CMU,WALL TO ' - •J \,..... WINDOW LU.I Ch C' L. w. REMAIN (TYP.) OPENING' PROVIDE BUCKS 7. PER DETAIL 3/02 m Z NEW PRECAST CONC. AS REQ'D. U 51LILQ IV a LU ` M Cq . l.. J in I W.- 25' MIN LAP (TYP:1 ,u \ U j LL EXIST. FTG TO _ i'. \\\ \" .'j REMAIN (TYPJZd a Q O m w CLLL Q N Q GRADE \ \ \ \ ., \ , ` \ \ \ \ \ \ \\ \ \ \ \ \\ \ \\ . FIN. FLIP GRADE z U) DESIGN DRAWNCRS' - 5AW CUT 4REMOVE BLOCK MIN. 8' REFER TO NOTE I ABV. CHECKED SSPE. FROM ALL SIDES OF WINDOW OPENING. FOR INSTALLATION OF PLACE REBAR AND CAST -IN-PLACE NEW 5 VERT. IN GROUT FD. VERT. CELLS FILLED CELL w z J03 OCC - MARTIN ScnLE q5 NOTEDrnwDATE W 12.19.20 13 O SIDE WALL wwm 2REPAIRAREA I NOV 12 2013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I W_ 2 Documented Construction Value: S Job Address: Parcel ID: Dia ., ap *'W - Jy5'- O8M- 01 zU Description of Work: Historic District: Yes No Zoning: STiUL(a .4 Oq Marr Review Contact Person: &6ff Ciort Title: • - Phone: QJ iI 77'1_ Fax: ' F5 OV&V E-mail: /A 1 Property C,svner Information Name 96r4j) A Phone: Street: d 77 &&Q__ — Resident of property`.' City, State Zip: C,rr^ ja Z 773 -- Contractor Information Ul r (,Gist. Phone: —Y SSJS 1 7 7 f OF Street: 11 9arG( lel Fax: 79 City, State Zip: State License leo.: C66 15T 3S Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical 11 .c- New Service - No. of AMPS: Arch iteot/Eng!neer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFCR ATION Construction Type: No. of Stories: Flood Zone: Plumbing Mechanical 0A (Du ut required for new systems) V New Construction - No. of Fixtures: _-- Fire Sprinkler/Alamo 0 No. of heads: 13 M 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 taws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AF'FIDAVI'T': 1 certify that all of the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUTH. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB STI'E BEFORE THE FIRST INSPECTION. IF YOU INTENID TO OBTAIN ,FINANCING, CONSULT WITH YOUR LENDER OR AN A'T'TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed' contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your pen -nit fees when the pe> init is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID — APPROVALS: ZONING: ENGINEERING: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida. Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID _ UTILITIES: WASTE WATER: FIRE. BUILDING: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/A ent Date Ce' \A Print Owner/A ent's Name Signature ofo ary- StarAMt'SWTT rida D to STARR MY COMMISSION 0 EE 155004 EXPIRES: December 21, 2015 l rEOFF OP\ or Bonded Tlw SAO rmt y Sdvkes Owner/Agent i `Pewn trsonallyKnor Produced ype o APPROVALS: ZONING NM UTILITIES: ENGINEERING: COMMENTS: ori 16 reps.;r kim- a.ms3-, Rev 11.08 S i3 Signatureo for/Agent ate cicpr I Print Contractor/Agent' Name j. Signature of Nota tate of Florida Date Pkv DI NIR SCOTT STARR MY COMMISSION t EE 155004 s, o EXPIRES: December 21, 2015 I "' OF A. BOndEd Contractor/Agent Personally Known to M r Produced ID WASTE WATER: FIRE: BUILDING: Kl- 7 ORANGE COUNTY "407.M.i>uu r x r, i07B.ii.wsCONSTRUCTIONCO. infocroccc.b: Genual Cmiranin& CCC1511;78 CONTRACT FOR SERVICES, ASSIGNMENT OF E ENEFRS. DIRECT PAYMENTAUTHROIZATION AND HOLD HARMLESS AGREEMENT oats of L— , r 1L-20Z3T"0 d Lasa to red irararm conwry AddpmmClairw ffunbre n76 O" iFz , 3 7 guXvv& j,ki, y Tdev— 77 — 012,S— asipth ober f Tdephane D— 32-2- - 4 `z Approved Loss Ancunt 1 o::E 6.T2 s i c:ai-t a ,•_ j S 3 AGRMMf. . L the OvrteAAged for Lb job site Isfod abora. aortae Dago County Ca csion Oonwy preeinanel referred to as OOCCI b ena my Property. Grrrdsh ma- "' a4Ply at e¢rp—t ad pe/asl alltabor neressary b pr—ve and S I - mI PraPeb bas §Adler I 1 also au6ar>re 0= b begin irrrneclab ly %ohig w th try irtmmim ort>ad *v aor to rhe &MIzaboo of Be APPROVED repair cart scope ad rhes b Proceed wth ft ma nruc*on p oom r4on ft a14rowd and *-*n'3 ASSIGMWfT OF t/lStli MIM BE34UM AND DRECT PAYOSFXT ALM10ftIrAT W 1 hereby assign any and ad iraranm rights beret, and pmoeeds oder any appiimbN iseA'anioa polder b OCCC. 1 oho Aaebp atfvQe lied Pelmet d ay tram or (raaaeds b OOCC. I subs to assign.— ad aIIarialon in mnsideafar d OOCCs ogtm—t b Drsra, servims and sup* maea1, 1s and come rEe perform is o4 6gataes rade Otis me I I nrlL 6 rnd regiing §A pap.— at the bre of so Mm 1 believe Cie aPI I - ' i irerraaoe ®triune to be as listed above 1 also hereby died my 6mrance carner(s) and rrron{yana bat b nfeme any ad a® irdmnabon regresfad by OCOO. 3s reppeswc W6 or ins ailorne r for me ds ect Pupore d ob arvg a Mvi beeLb b be Paid by s y bmraca carrier(s) fQ servier3 reaieed cc b be eedeed. In this re ga I Rive ey Privacy right C payrnrt b made dmcdy b to OanetAgert by an in umc, t shag be endorsed aver b OCCC udhb 3 brains' days f agree Qat any tabor d sock dedrrdblei breaurneiL depreo. San or atrlaonas wort reQarsled by urdersig nea rat eoveed by inasaanoe. gaud be Past by the ude>rs%w on or Odors Its corrpielim Paprrerdlana b OCCC are nd 3o dam Lala Bayes d l -M enrWy are darned b ay ad ad1 unpaid bataroes OCCC stud be a tdod b reirrt rsasati for costs of coseefun (rrkx:bV res9onable amweefs fees ad costs) d rrpari amours by OwwrfAget and for reamnabb a2orneys foes and coals fA Bee breadr d erforoerrent d ay lents d en erdie swece argreerneC AUTHORIZED IWiR0000BLAL AGENTS:1 understand Cul In the bey }rOgrsat of OCOC rsa' is I stay be seaeed nnih a mnseatal as6aniaotial agent b irt*d the go" of miao-argarestes d"V fie flays prooem 1 lave received advanced ratios of Cue use d antimiacbial adtr an6rmoIF* al PraduM ore Pat d the remotion Prm6s I understand t b beyord Cue erfaertae of OCCC In de6esune t sorne ne is sealive bas app6ea6ar and wa hold oCCC harntess for is use. STOP WORK HOLD HAfafn<M& In to ovat OCOC is net afbwed b perform is rcoamsadad Pr000duw WWW drying equipment is enarsoved p wzabmdy. I agree b reirase ad hold OCCG haretess and iderr.tj OCCC aganinsI aff eines ct arca gut auy vescA Gram such promdraes Addmoaady. casoalalar of IDa mrdraa kir any reason oCra than flan pedanname after 3 days or aoer yven cbechm by Ckmer d begin wm ores A in own—pa" erg dined rads a d aitiPafad praBt on lids project THANK YOU FOR YOUR BUSINESS! 6203 Winegard Road Orlando, FL 32809 VVVW.00CC.BZ r THIS INSTRUMENT PREP RED Y: Name: ' Ll CJf` Address: ). MARYANNE MORSE, SEMINOLE COUNTY OFNOTICEOFCOMMENCEMENT DKERK 08159 PgRCUIT 1R79; C0URT 1p4) 16 COMPTROLLER CLERK" ## 0 13 142599 Permit Number: RECORDED 11/1S/c^^013 11152139 AM Parcel ID Number: (26—-_ j — Q ( RECORDING FEES W.00 The undersigned hereby gives notice that improvement will be made to certain real property, andRRQQ8P d4 n&yv h'•tt5 Ri8r 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement. 1 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSE I FO MATION IF THE LEMA ON ACTED FOR THE iMV YENTA Name and address: % ( _ ii/! _ 3 Interest in property: owlitr— L I LLLJJJ T1 Fee Simple Title Holder (if other than owner listed above) Name: 1 1 j Address: 4. CONTRACTOR Name r)akOClly fh JPd I r i IA"I I A -A I ;—A—L- ! ..r°:!1; 7 Address: — kj 1(.I j (/,Ij l 1ld C1 ( %('' j 5. SURETY (If applicable, a copy of the payment bond is attached): Name: 6. LENDER: Name: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section713.13(1)(a)7., Florida Statutes. Name: WA( Phone Number: Address: 8. In addition, Owner designates one of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 ATTORNEYBEFORECOMMENCINGWCORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of pe 'ury, I declare t at I have re the-fefgoing and that the facts stated in it are true to the best of my knowledge andbelief. C MOIIISignatureofOwneLessee, or is or Lessee's Tint ame and Provide Signatory's Title/Office) jA uthors cer/ i r artner/Manager) State of 1 tLf County of r, emu& The foregoing instrument was nac/ kowle eejd before me this day of -/1 a, 4' Y0 1 j 47 by "1` ' ' Who is personally known to me OR Name of person making statement who has produced identification type of identification produced: CL cc 5E DANIEL SCOTT STARR MY COMMISSION # EE 155004 EXPIRES: December 21, 2015 Nl p,eoF FloP Bonded Thni Budget Notary Services Notary Signature City of Sanford D = Residential Permit Application Guidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: C/ Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 01 ! Completed and signed Right -of -Way Utilization Type I Permit Application. y Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. AY.k\ l Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). Seminole County Impact Fee Statement (multi -family only). Five (5) sets signed and sealed building construction plans. Two (2) signed and sealed site / plot plans. ZTwo (2) sets signed and sealed floor and roof truss engineering. Two (2) copies of completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Two (2) copies of completed and signed energy and equipment sizing calculations. THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: tv SITE PLAN / PLOT PLAN Lot number Address / Legal Description Setback lines from principle strue/_ /reand any accessory structures to property boundary (minimum of eight; two on each side) Primary building setback lines/envelope A/C unit locations with setback from property line Survey type Existing easements: -dra' inage, utility, etc. Building separations if applicable Location of septic systems Flood zone re ectmg current FEMA map revision date Lot grading/type (A,B,C, etc.) Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A/ -and B lots) Lot c6mer elevations and break point elevations Drinage swales (if applicable) with profile view El posed finished floor elevation BUILDING PLAN Construction documents shall indicate code edition being applied Revised: November 2013 Page I of 5 Residential Permit Application Checklist I U Construction type Plans to minimum 1/8" scale Designer information: name, address, registration #, seal and signature on all pages Page size minimum 22" x 34" All pages numbered and labeled Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification nternal pressure coefficient omponent and cladding design wind pressures in terms of psf S ctural Calculations, if necessary FLOOR PLAN Building ar tabulation Room size Corridors Stair location/g ardrails Safety glass loca ions Egress door and e ergency escape windows si s and location El Stairs construction equirements El Special column/pos anchorage El Interior load bearing all locations El Shear walls Down cells Lintel schedule Attic access Accessibility restroom (d r) location Fire resistant assemblies Identify options to be used FOUNDATION / SLAB Filled cells with reinforcement ocatio Footer denotation/details Footers minimum 12" below gra Interior bearing walls/pads Porch pads/footers Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Reinforcing steel over lap Relieving arch steel at pipe penetrations All wood minimum 6" above grade Crawl space ventilation Termite shields ELECTRICAL Service riser diagram Electrical load calculations Revised: November 2013 Page 2 of 5 Residential Permit Application Checklist i' E IM Bonding/Grounding to foundation steel Service location Panel locations Receptacle lay out GFCI protection AFCI protection a er resistant outlets C iling fans Ou oor receptacles Disc nnecting means Switc s/lights Smoke/ O alarm locations hard wired, interconnected and battery backup ELEVATION (fr nt, Attic ventil io Roof pitch Roofing mate Exterior finish) Height/bearing Window and d Chimney locatl' rear and side views) co thickness locations MECHANICAL Equipment location o Anchorage for c denser o Protection in gara locations o Clearances at equip en o Structural detail for a handler in attic Room ventilation m Duct layout (usually in ergy calculations) a R -value of ducts o CFM's o Balanced return/ducted, tran fer ducts or grilles Exhaust o Bath exhausts size and termina 'on e Dryer exhaust discharge/make a air Energy calculations with equipment sizi calculations Skylights PLUMBING Plumbing waste riser diagram Water heater location Fixture location FUEL GAS BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents Location of equipment Venting Gas Type Revised: November 2013 Page 3 of 5 Residential Permit Application Checklist G i Gas Pressure Gas piping riser ROOF TRUSS LAY OUT Truss I. D. #s Layout Signed/Sealed truss engineering package ElStra ing/fasteners DETAIL SHj, TS OR NOTES Footing Beam to all and/or post attachments Post/colu and beam construction Interior bear g walls Stairs section Chimney const ction Dormer construe 'on Floor framing Entry construction Arched windows Bay windows Frame to block connects ns Knee wall construction Sky light framing Top plate splicing requirem nts Steel requirements (footer, li tel, vertical pour) Grade Over lap Veneer Shear wall locations and constru ion Connectors Fasteners Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Gable end, frame and block, vaulted and at Conventionally framed roof members Glass block Bearing opening strapping/anchorage Bearing/non-bearing wall detail Typical wall section detail, one and two story, b Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking Any conventional framing ck and frame, for all scenarios MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing installation instructions & compliance with ASTM standards Revised: November 2013 Page 4 of 5 Residential Permit Application Checklist r- Win and mullion installation ins ctions Garage d , sliding glass door and swing door installation instructions Siding instal *on instructions Soffit installation structions Glass block installati instructions Engineered lumber pro ucts installation instructions ODUCT APPROVAL Completed Product Approval specification sheet FS 553.842, FAC 61G20-3 These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: November 2013 Page 5 of 5 Residential Permit Application Checklist Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code General Aluminum Company 1001 W. Crosby Rd. Carrollton, TX 75006 972) 242-5271 Ext 207 ivan.paredes@gactx.com Luis Lomas dlomas@lrlomaspe.com Ivan Paredes 1001 W. Crosby RD. Carrollton, TX 75006 ivan.paredes@gactx.com Ivan Paredes, M.E. 1001 W. Crosby Rd. Carrollton, TX 75006 ivan.paredes@gactx.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation & Management Institute, 12/31/2015 Steven M. Urich, PE X21 Validation Checklist - Hardcopy Received FL15217 R1 C0I FLCOIDdf Standard Year OERlVIIT # 9/27/13 AAMA/WDMA/CSA 101/I.S.2/A440 Florida Building Code Online ASTM E1886 F OFFI® ASTM E330 2002 Florida Depaf(r;entq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links ( Search Busines {{ 4' alProfessi USER: Public User goProductApprovaI Regulation Ron Product Approval Menu > Product or Aoolication Search > Application List > Application Detail Ka", FL # FL15217-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived El Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code General Aluminum Company 1001 W. Crosby Rd. Carrollton, TX 75006 972) 242-5271 Ext 207 ivan.paredes@gactx.com Luis Lomas dlomas@lrlomaspe.com Ivan Paredes 1001 W. Crosby RD. Carrollton, TX 75006 ivan.paredes@gactx.com Ivan Paredes, M.E. 1001 W. Crosby Rd. Carrollton, TX 75006 ivan.paredes@gactx.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation & Management Institute, 12/31/2015 Steven M. Urich, PE X21 Validation Checklist - Hardcopy Received FL15217 R1 C0I FLCOIDdf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL15217 Rl Enuiv 511941E09602.odf www.floridabuilding.org/pr/pr app dtl.aspC?pararn=wGEVXQwtDgv3yWKJZlQRLgCAd4°/p2f98GfKDVOgWrNp/p2fCQgfpRb5KbW/`3d`/pad 1/5 I I INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW Q Q FLANGE & WOOD BUCK PERIMETER CAULK BY OTHERS FLANGE TYPE—/ WINDOW FRAME HEADER GLAZING TYP. SEE SHEET 1 EXTERIOR FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR WINDOW I HEIGHT SILL STOOL BY OTHERS a CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM PRE CAST SILL 116 ADHESIVE CAULK OR BY OTHERS SECTION A—A APPROVED EQUAL WINDOW WIDTH- 1/4- MAX. SHIM GLAZING TYP. FLANGE TYPE - WINDOW FRAME INTERIOR JAMB REVISIONS DESCRIPTION DATE APPROVED UPDATED PER NEW TESTING 08/26/09 1 R.L. ONE BY WOOD BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT d INSTALLATION ANCHOR CAULK BETWEEN WOOD BUCK & 6 p MASONRY OPENING EXTERIOR RIGID FILLER BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE/MASONRY BY OTHERS PERIMETER CAULK BY OTHERS SECTION B—B GENERALALUMINUMCOMPANYLw.MRo IntoCROSBYRD. I/'— STIR Ely' CARROLLTON TEXAS 75006 r, SERIES 1550/1570 RECTANGULAR SH NON IMPACT fit• 0 51 it= 54" X 72" D: INSTALLATION DETAILS o f D , TAT OF ^ DRAWN:DWG F.A. N0. 08-00574 I REV A F••:cL0R1:• CALE NTS DATE 10/08/08 jSmEET2 OF 2 fllllillk 54" MAX. WIDTH-{ A B B FOR ANCHOR SPACING SEE 72" NOTES 110 AND 11 MAX. HEIGHT A Number of anchors for unifsusing 3/16"ITW Unit width (in) Height Total LoN Design pressures for units glazed with IGU 3132" annealed Design pressures for units glazed with IGU 118" annealed Unit width (in) Height 19A 26.5 30.5 37.0 54.0' In) Fbs IIeg Pos Neg Fbs Neg Fbs Neg Pos Neg 26:0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 38.4 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 53.3 50.6 40.0 60.0 40.0 MO 40.0 60.0 40.0 60.0 40.0 49.5 54.6 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 47.0 72.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 40.0 Design pressures for units glazed with IGU 118" annealed a ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40PSF NONE REVISIONS DESCRIPTION DATE I APPROVED UPDATED PER NEW TESTING 06/26/09 I R.L. GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .054" THICK. WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063 -TS .070" THICK. 6)USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS. 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FLANGE FRAME WINDOW WITH 3/16" DIAMETER TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/4" EMBEDMENT INTO SUBSTRATE WITH 2 5/B" MINIMUM EDGE DISTANCE. FOR HEAD INSTALLATION LOCATE ANCHORS 6' MAX. FROM CORNERS. SPACING MUST NOT EXCEED 14". FOR JAMBS INSTALLATION LOCATE ANCHORS 6" MAX. FROM CORNERS. SPACING MUST NOT EXCEED 20'. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 12) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1550/1570 RECTANGULAR SH NON IMPACT 54" X 72" ELEVATION, CHARTS AND GENERAL NOTES DRAWN: OWG N0. I REV F.A. 08-00574 A SCALE NTS JDATE 10/D8/061 SHEET 1 OF 2 RI I- 4f moi Q 61251• * = T(rAT1rE OF ; AL 1I n 111 Unit w idth (in) Height 19.1 26.5 30.5 37.0 54.0 in) Pos Neg Pbs Neg Fbs Neg Pos Neg Pos Neg 26.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 38.4 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 56.6 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 49.3 546 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 47.0 72.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 40.0 a ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40PSF NONE REVISIONS DESCRIPTION DATE I APPROVED UPDATED PER NEW TESTING 06/26/09 I R.L. GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .054" THICK. WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063 -TS .070" THICK. 6)USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS. 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FLANGE FRAME WINDOW WITH 3/16" DIAMETER TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/4" EMBEDMENT INTO SUBSTRATE WITH 2 5/B" MINIMUM EDGE DISTANCE. FOR HEAD INSTALLATION LOCATE ANCHORS 6' MAX. FROM CORNERS. SPACING MUST NOT EXCEED 14". FOR JAMBS INSTALLATION LOCATE ANCHORS 6" MAX. FROM CORNERS. SPACING MUST NOT EXCEED 20'. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 12) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1550/1570 RECTANGULAR SH NON IMPACT 54" X 72" ELEVATION, CHARTS AND GENERAL NOTES DRAWN: OWG N0. I REV F.A. 08-00574 A SCALE NTS JDATE 10/D8/061 SHEET 1 OF 2 RI I- 4f moi Q 61251• * = T(rAT1rE OF ; AL 1I n 111 i L nt 9/27/13 > dlCT L. PERMIT # Florida Building Code Online r ''YY a „ e _, )':``r °;i ,' y,vl Y,t i as x t'• 67 FA=, 4 s FA w FloridaDepartrrpnv/ BCIS Home I Log In User Registration ( Hot Topics Submit Surcharge ( Stats & Facts Publications FBC Staff SCIS Site Map Links Search Busines r1>> Professi i al&Prod USER: uPublict iccPUsser ' Regulation lIpR9R7RIIR7iptpppRp Product Approval Menu > Product or Application Search > Application List > Application Detail y 1 FL # FL4334-R6 J° Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 DI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity !.'..)Yes No ;.. N/A Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 wm.floridabuildi ng.org/pr/pr_app_c tl.aspx?param=%GEVXQwtDq ttSM Gyvg TunPuaFIwHGK`/`2fQSq 4 p/`2b37K6SM p/o3d 1/3 D • C LCr;f-0 J2-G ° SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOT s 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: F T .1 it r SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN/MIN SMOKE DENSRY ASTM D2843 13.47. TENSILE STRENGTH' I ASTM D638 1 7.50% DIFF NOirc"" " I -L' PYL LKING 4500 HOURS XEN ARC METHOD 1 Ad&4umLONAW 00 f 6 -2y C IgponNo.: ,— Reviwad.' p teRmwlei- 149' MAX. OVERALL FRAME WIDTH 21 MAX 36.375" MAX. D.L.O. _ PANEL WIDTH 37.5" MAX. _ W/ASTRAGAL FRAME WIDTH o N O O W ci O = a 00 ®® ®® ®® ®® s SINGLE DOOR UNIT QQUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDE( ITE WITH SIDELITE TABLE OF CONTENTS SHEET #1 ESCRIPTION 1 ITYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W/SIDELIT S KURT BALTHAZOR FLORIDA P.E. 56533 Ln o Do U O UD OfOf J LL Lr) _ F— u) U O H— Q ^ (f) LL, 7111105 OF m 3 I I 6" I — 3• SEE DETAIL jl I ., E„ r - 3 3 — r — SEE DETAIL c., I II I H OA 6" , 6" i II II 3 —I I t IL 3 3 J 3., — 3' 6" SEE DETAIL 0 N a U SEEEE DETAILSE 0w w 0 G T-* 6" EE DETAIL C. 6" Cl- Ln Ir 00 U C) Q c C) ct J Q En ujZuUn j U C) Lu 10 x 2" ASTRAGAL RETAINER BOLT HOLE 8 x 2_1/2" #8 x 2_1/2" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE 10 x 5/8" ® STRUCTURE DEEP ENOUGH 8 x 2— 1/2" #10 x 1 " FOR A 1.375" THROW 10 x 5/8" # 10 x 3/4" DETAIL "F" ASTRAGAL 10 x. 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT ornT sss DETAIL "D" STRIKE PLATE TO FRAME OR EQUAL \ ALUM, STEEL OR BUM SPACER AS SHOWN. \\ s6 x 1-1/2" PHS 0.962" Ad*dumNNAA!I " A" • 7.375" _ REYi ived8liD." y OR EQUAL t• -v.. REYI4NQd By. A/ OR EQUAL "yA-•S .: D3i6 R6Vi?W97• p RI R IM RI R INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL 7/17/05 N. T. S. er SWS 81: NG NO.: MA-FLO128 2 OF 3 SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/116" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. II is wV w SEE DETAILJJ. r "D" SHT. 2 a IID 0 4 l la Y—Y I I N io I I I I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED I II II HAROWARF SC'HFniii p- 1. 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES p' 1.50" MIN — 0.25" SHI CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25'.1 ... MIN 0.25" SHI CL —I I- _ Adder4umtoNAhQ Cxrgalion W., Revimed By Date R f TYPICAL MASONRY ANCHOR INSTALLATION a Ln o 00 U 0 Q CO Q or _J cc O 00 z cj-Q DATE: 7/11/05 SCALE N. T. S. MG. BY: SINS CHK. eY: DRAYANG No.: DWC-MA-FLO128-05 SHEET 3 .1 —3 SCPA Parcel View: 06-20-31-505-OB00-0120 i>CM<I jotir*00.1. Grn f_MN.'QI.[ G9v.+:t,r, r•40rtiCJ+ti Back I I < Previous Parcel I I Next Parcel > I I Save Layout Parcel: 06-20-31-505-OBOO-0120 Property Address: 223 PALM PL Owner: MARTIN GERALD Mailing: PO BOX 951 360 LAKE MARY, FL 32795 Subdivision Name: WOODMERE PARK 2ND REPLAT Tax District: S1-SANFORD Exemptions: DOR Use Code: 01 -SINGLE FAMILY i PALM PL F i a :q Uj 1-- - - -- 12 0 WOODMERE BLVD L. { Map Aerial Both Footprint + Extents Center Larger Map 11 Advanced Map 1p Dual Map View - External Page 1 of 2 Property Record Card Parcel: 06-20-31-505-0 B00-0120 Owner: MARTIN GERALD Property Address: 223 PALM PL SANFORD, FL 32773 Reset LayoutNew Search Value Summary Tax Amount without SOH: 5703 2013 Tax Bill Amount $703 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2014 Working 2013 Certified Values Values Valuation Method Cost/Market Cost/Market Number of 1J Buildings 1 1 Depreciated 25,214 525,690 Bldg Value Taxing Authority Assessment Value Exempt Values Taxable Value Depreciated 1,051 1,051 EXFT Value 34,008 s0 Land Value 7,743 57,743 Market) Land Value Ag s0 534,008 lust/Market 34,008 34,484 Value ** 34,008 Portability Adj 34,008 Save Our Homes 50 s0 Adj 534,008 s0 Amendment 1 s0 s0 Adj Assessed Value 34,008 534,484 Tax Amount without SOH: 5703 2013 Tax Bill Amount $703 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 12 BLK B WOODMERE PARK 2ND REPLAT PB 13 PG 73 1J Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 34,008 s0 34,008 Schools 34,008 s0 534,008 City Sanford 34,008 0 34,008 i SJWM(Saint Johns Water Management) 534,008 s0 534,008 County Bonds 534,008 s0 534,008 Sales Deed Date Book Page Amount Vac/Imp Qualified j QUIT CLAIM DEED 11/2004 05514 1667 100 Improved No TRUSTEE DEED 10/2004 05485 0139 100 Improved No WARRANTY DEED 10/2002 04560 1915 100 Improved No WARRANTY DEED 05/2000 03866 0351 54,000 Improved Yes WARRANTY DEED 02/1989 02045 0333 41,500 Improved Yes QUIT CLAIM DEED 10/1988 02015 0895 5100 Improved No WARRANTY DEED 02/1987 01818 0049 44,000 Improved Yes WARRANTY DEED 12/1980 01314 0546 5100 Improved No WARRANTY DEED 12/1980 01308 1679 31,500 Improved No Find Comparable Sales within this Subdivision Land I Method Frontage Depth Units Unit Price Land Value FRONT FOOT & DEPTH 60 115 000 145.00 7,743 j I i http://scpafl.org/ParcelDetails.aspx?PID=06-20-31-505-OBOO-0120 11/12/2013 SCPA Parcel View: 06-20-31-505-OB00-0120 Year Built Base Living Adj Repl Description Actual/Effective Fixtures Area To[al SF SIF Ext Wall Value Value Appendages 1 SINGLE 1961 3 858.00 1,153.00 1,078.00 CONC $25,214 $38,059F— FAMILY BLOCK j Description Area ENCLOSED PORCH 220 FINISHED SCREEN PORCH 75 FINISHED Permits Permit # Type Agency Amount CO Date Permit Date Extra Features Description Year Bit Units Value Cost New FBGL CARPORT W/SLAB 1983 180 5360 $900 WOOD UTILITY BLDG 1983 288 $691 51,728 Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Page 2 of 2 http://scpafl.org/ParcelDetails.aspx?PID=06-20-31-505-OB00-0120 11/12/2013 GENERALNOTES DESIGN REQUIREMENTS WIND DESIGN LOAD INFORMATION- It NFORMATION- - PER FBRC 2010, REF. ASCE 7-10) BASIC WIND SPEED (V.,)= 139 MPH (3 SECOND GUST) V—) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS(ASCE 7-10) ENCLOSED BUILDINGS =+/ -0.18 PARTIALLY ENCLOSED BUILDINGS = +/-0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (Paw): FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: 49.9 PSF, +12.2 PSF BOLTS AND THREADED RODS ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N; TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (Fm = 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6, VERTICAL REINFORCEMENT SHALL BE HELD IN POSITIONAT THE TOP AND BOTTOM AND AT AMAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FIELD REPAIR NOTES 1. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 To 4%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x5xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS;" ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 48 BAR DIAMETERS EXCLUDINGBEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN. 30' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 w/ 2012 SUPPLEMENTS FLORIDA BUILDING CODE 2010 EXISTING CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE DAMAGED WINDOWS. REPAIR MASONRY OPENINGS. INSTALL NEW WINDOWS. DRAWING INDEX 01 COVER SHEET & LOCATOR PLAN 02 DETAIL SHEET MARTIN RESIDENCE 223 PALM PL. SANFOD, FL 32773 LEGEND TAG SPECIFICATION I HATCH INDICATES EXISTING WALLS TO REMAIN AREA OF WALL REPAIR, REFER TO DETAILS REMOVE & REPLACE WINDOW ONEW 5 VERT. REINF. IN CAST -IN-PLACE JAMBS Component Design Pressure (p.w) r': S ir' `C LT . i F. APPROX- 1N4 SN APP'OX- APPROX. 22 SH 20.2 26.4 ± 28.3 2 — 28.3 PALM PLACE qInF LOCATOR PLAN WF- 0 N N M L7W L w Q Lw o OLL U C:) m H m Q QMN Z 04 - 1 r.— N LL QLu a) U) it MZ F 0 LT 0UZ WQ LU 0 ¢ 0 O w ch C) Z Nw ch 0 I J W 0 Ll LU CLLL M Ix N W lzW CRS CHECKED SSPE JOB OCC - MARTIN SCALE AS NOTED DATE 12. 19.2013 BH 1 OF 2 01 lzW NEW 5 VERT. INSTALLATION NOTE: BOND-BEAM — w I. MST ATICN A DRILLA 3/4' DIAMETER HOLE (MIK 6' DEEP) IN EXIST. BOND BEAM AND EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE IN5TALLE INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE !EPDXY TO BE SIMPSON STRONG BOND EPDXY OR F'fgGASt UEQUIVALENT. 5E MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED HEADER EXIST. ROOF SYSTEM FROM HOLE BY U51NG CO•IPRE5SED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'5 i0 REMAIN SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIK LAP SPLICE AT BAR 6' BUCK SPECIFIED 2.t- INSTA ATIOJ I XIS 'FTG BY WINDOW/ DRILL A DIAMETER HOLE (MIK b' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE INSTALLED. INSTALL DOOR R INNO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BONA EPDXY OR EQUIVALENT. USEOREQIVLE MANUFACTURER MANUFACTURER'S INSTRIGTION51. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRE55ED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANFACTURER'5 SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIK 17 BAR DIAMETERS (EXCLUDING NOTE5: BEND). I.WINDOW AND DOOR ASSEMBLIES TO COF•ORM TO FRG 7010 2. 2x PT 5UCK5MAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, DRILL 1 EPDXY 5 BAR FASTEN BUCK TO MASONRY W/ !I1 ROU OF 3/16'X4' TAPCCNS 6' FROM ENDS Z INTO EXIST. BOND BEAM OR CAST -IN-PLACE RACE SAW CUT 1 REMOVE BLOCK MIK 8' AND 16' O.C. MAX TAPCONS TO BE 1 1/1' MIK FROM EDGE OF BUCK O GROUT FILLED BLOCK w/ 5' BEAM w/.3 STI UPS • FRO`) TOP a SIDES OF WINDOW 3. BUCKS LESS THAN 7X TO BE FASTENED W/CUT NAILS OR E=IVALENT, NEW IR' j- EMBED. 25' MIK LAP TO 5'01C. (TYPJ OPENING. RACE REBAR AND STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS 5AG-RE515TANT d NEW STEEL BEAR CAST -IN-PLACE HEADERS AND VERT. Z CELLS CASE. 4. ADDITIONAL WOOD BUCK MATERIAL MAY ADDED TO EXISTING 7X BOARD CEILING EXIST. BOND BEARING 5 CONT- MAINTAIN NI AIBUCKEDOPENING, USE (3) ROWS OF 10dX3' NAILS STAGGERED X12. O.G. BEAM TO N2' HOLD v SEA SUCCESSIVE BUCK 5. MIXING OF IX AND 2X SHALL RAGE REMAIN W U. ' -- _ CAST -IN-PLACE RAKE BUCKS FOR THE SAMEBEFPLANOPENINGPWINDOWMANUFACTURERANDPLANREpUIREhIENTS HEADERCAST- INI HEADER w/ II.S BEAM w/ 5 STIRUPS • FASTENING) ARE MET. HOLD 2' FROM BOT. I• Y j • i •' T "' e' O.C. (TYR) DRILL EPDXY 5 BAR 6. ADDITIONAL WOOD SUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8diib' O.C. FASTEN WINDOW TO 2X PER WINDOW Ui • ,. I .I ItI: i. INTO EXIST. BOND BEAM OR NAILS MANUFACTURER'5 SPECS. D 11 i I •=' I. .. ..• _ _ I GROUT FILLED BLOCK w/ 5' m HATCH INDICATES t; n' ' WINDOW ' J' I . 01: OPENING ;-;.. li EMBED. 29' MIK LAP . WINDOW/ DOOR BUCKOEREI' 1AINXIST CMU WALL TO PROVIDE ' I' . I ,. NOTES N.T.S. w MDCW OPENING :. .. BUCKS PER WINDOW OPENING I, PROVIDE BUCKS - DETAIL 3/07 a .,t'.. PROVIDE BUCKS PER DETAIL 3/07 AS REp'D. PER DETAIL 3/07 NEW WINDOW SILL AS REp'D. WINDOW PER FLOOR PLAN REFER TO NOTE I ABv. FOR INSTALLATION OF•' AS REp'D. AS REO'D. i I- O'NEW i0L. NEW 5 VERs. IN GROUT 1•v, A5 NEW PRECAST z FILLED CELL I' U I 'a 1' L., , i• REp'D. CONC. SILL AS oA W NEW PRECAST CONC. SILL i. • i M•• i.. i':I I' I.' "` '".+i PAINTED FINISH TO w Ui 25' MIK LAP (iYP.) I ., '. .j•.' . r, . . 'I. I n; l NEW PRECAST GONG. SILL NEWBEYONDVERT. INF. O u.rt NEW exExlb GONG. BLOCK AS REQ'D. w WFIKFLRI' EXIST. C4DNC O I \\ \\ \ \\ \\\ \ \\ \ \\\\ \\ GRADE 5LAB a a 3 w SAW CUT REMOVE BLOCK MIK 8' EXIST. FTG TOREMAIN EXIST. FOOTING i0 Dm QLIJF OLLFROMTOP451DESOFWINDOWREMAIN (TYP.) 1- OUOPENING. PLACE REBAR AND CAST -IN-PLACE HEADERS AND VERT. REFER TO NOTE 7 ABV. ELEVATION NOTE: I N LL FOR INSTALLAr1GN OF TUCK POINT ALL CRACKED MORTAR oNEW5VERT. IN GROUT FILLED CELL JOINTS 8 PROVIDE EPDXY FILL AT ALL o CRACKED BLOCKS TO REMAIN T m N0 FRONT WALL REPAIR AREA WALL SECTION o w n M Z MN yeO--I CV LL 1/4,._1:_x,• W 3/8"=1:_0,:F C6 04 ZF O IIZU rNi m U W O ZNEW5vERT. INSTALLATION NOTE: I. INSTA ATION XI4r FTG, y Z Q DRILL A 3/4' DIAMETER HOLE (MIK 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL> W O NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR ECUIVALENT. USE w cv OMANUFACTURER'S INSTRUCTIONS). A55URE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN clO0 M GROUT FILL CELL. USE 25' MIK LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIK 12 BAR DIAMETERS (EXCLUDING 0 VJ BEND). Z0 Dm O1o J DRLL 4 EPDXY 5 HOOKS INTO EXIST. BOND BEAM OR Q JGROUTFILLEDBLOCKw/ 5' EMBED. C7 h Z ujBEARhJCa ROWS 10d NAILS • 17' W O.C. PLATE TO EXIST. W EXIST. (771x12 BEAM 121 2)2x12 BWINDOW OPENING 0 Z:EAM TO REMAIN EXIST. 2.8 P.T. Z Ul PLATE i0 REMAIN O Q) m PATCH INDICATES o C EXIST. CMU WALL TO O REMAIN (1'YP-) I' WINDOW OPENING PROVIDE BUCKS.• PER DETAIL 3/02 " i', V NEWSILPRECAST GONG. 75' MIK LAP lTYP.1 A5 REp'D. i ,. y wd 3 L.L/ Ncl) LCL EXIST. FTG TOLIJ REMAIN (TTP.) N. Z JQ OUhm '-0• d - • li'wm d LL IXMFIN. FLR d CV U) DESIGN DRAWN SAW GUT 1 REMOVE BLOCK MIK e' REFER TO NOTE I ABV. FROM ALL SIDES O= - CRS CHECKED SSPEPLACEANDWINDOWOPENING. PLACE 5 FOR INSTALLATION OF CAST -IN NEW VERT. IN GROUT ELLSVERT. CELLS FILLED CELL w 0 JOB OCC -MARTIN SCALE AS NOTEDW Dm DATE 12.19.2013 O SIDE WALL REPAIR AREA 1/4"__o" 02 SHT 2 OF 2 Tropical Plumbing 407-568-0119 p.1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: HG L 1 Documented Construction Value: $ DO Job Address: p(,I r _ Historic District: Yes D Nwll[:_ Parcel ID: Description of Work: i Plan Review Contact Person: V 64i Zoning: Phone: Fax: E-mail: r,, sem,, PropertyOwner Information Nate NQ41:11! a-0.11 \.fir 1t1'1 AIAll Vr` J'i}` Phone: Street'. City, State Zip: Title: Resident of property? : 4 , Contractor Information 1 1 !1 Name L\ Jl; ii1SV it ft j.III Phone: Street: { (, _W . G'a1 1°I Y Fax: City, State Zip: Gl C % i J7yo State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing C3" New Construction -No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: r Feb 03 14 04:13p Tropical Plumbing 407-568-0119 p.2 f 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be donee in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNLENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 'A NOTICE OF COMMENCEMMINTT 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 COACUENCEMENT. 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 otf er 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. A copy of the executed contract is required in Order to calculate a plan review charge. if the executed contract is not submitted, vire reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date r int Ovmer[Agent'sNamc Signature of Notary -Stale of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 r ure of ConiractodAgent Date Print ContractoriAgent's Nam signature ofNotan-State or Flc&a Date ntractor/Agv_entCi lic State Of Florida laytonssion EE 162962126/2016OF s Personally Known to Me or Produced ID Type of ID FIRE: WASTE WATER: BUILDING: Feb 03 14 04:13p Tropical Plumbing 407-568-0119 p.3 r' OPtCAt PilJMt3ItiG ' I& SEPTIC, INC. ' ForAllYourPhimbingNeeds .. .. .... Tropical Plumbing & Septic, Inc. 19468 Fast C olo:xJ Drive Orlando, H 32820 P 407-568-0111 1`407-568-0119 CFC1425621 i Jason Barnett 407-235-6176 wvrw.Tropical Plumbing. com ebruary i, 2014 EXPIRATION I [Datel MAR 2 4 2014 REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Project Address: 223 Palm Place Building Permit #: 14-289 Electrical Permit # 14-289 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction wilt have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction ,vvill not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AIIJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AIIJ requirements, with water on the system prior to pre -power. G. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. n'1 •-min Print Name erlrenant Signal eracnant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 3/27/07) PrintName of Ge r96 Si cn. Contractor CG C /S/ B-7 Gen. Contractor License # Rance Borderick PAI: meo •1. Contractor Signature of El. Contractor EC0000981 El. Contractor License # 0 Progress Energy Florida Power and Light on —/—/ Qs Pert,:4' FEB 2 4 20% BAY: -----CITY OF SAN FORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - a Documented Construction Value: $ 1/9 5-0 Job Address: a 3 Palm Place Historic District: Yes El No El Parcel ID: Re, Zoning: Description of Work: Re,p1Av— NVAL Sv.s}ein I-fAj j'r'4-W'9r-k Plan Review Contact Person: M144, -arr Title: &es;de,--1 Phone: q©7- Wl?- v11 sa Fax: ie) -7 - 3a9- H5110 E-mail:Jas S f-arrnet Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name. -)k rr Mec.l a "-t ' 1 XA Phone: 1107 - Iq q - SS) Street: '-/I K6 oij l /;, i,er Gu/v; ie # l6 ? Fax: L10-2 -31q- 1 S go City, State Zip: Qri,. L, PL 3a?)/ State License No.: GML/2N47 S"i Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service - No. of AMPS: Mechanical X (Duct layout required for new systems) us SftirY No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Main Level Residential System Sizing Calculati®n Summary Project Title: 223 Palm Place 223 Palm PI Sanford, FL 2/13/2014 Location for weather data: Orlando, FL - Defaults: Latitude(28.43) Altitude(118 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 46 r. 164 sqft Winter design temperature(MJ8 99%) 42 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 28 F Summer temperature difference 18 F Total heating load calculation 20137 Btuh Total cooling load calculation 21648 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 119.2 24000 Sensible (SHR = 0.75) 98.8 18000 20137 Btuh Ventilation Latent 174.9 6000 Btuh TOTAL HEAT LOSS Total 110.9 24000 WINTER CALCULATIONS Wintar Haatinn I nasi (for 1125 cnft) Load component Load Window total 164 sqft 1605 Btuh Wall total 920 sqft 7156 Btuh Door total 33 sqft 429 Btuh Ceiling total 1125 sqft 1003 Btuh Floor total 1125 sqft 4791 Btuh Infiltration 88 cfm 2688 Btuh Duct loss 2465 Btuh Subtotal 20137 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 20137 Btuh SUMMER CALCULATIONS Summer Conlino Load (for 1125 soft) Load component Load Window total 164 sqft 3451 Btuh Wall total 920 sqft 5213 Btuh Door total 33 sqft 445 Btuh Ceiling total 1125 sqft 1541 Btuh Floor total 0 Btuh Infiltration 66 cfm 1296 Btuh Internal gain 4320 Btuh Duct gain 1951 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 18217 Btuh Latent gain(ducts) 584 Btuh Latent gain (infiltration) 2048 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 800 Btuh Total latent gain 3431 Btuh TOTAL HEAT GAIN 21648 Btuh n.^4. r 8th Edition It ar.< EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGaugeCl) / USRFZB v3.0 Building Input Summary Report 2/13/2014 1235 PM EnergyGauge-9) / USRFZB v3.0 Page 1 of 4 PROJECT Title: 223 Palm PI Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Conditioned Area: 1125 sq.ft. Block/SubDivision: of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 223 Palm Place Permit Office: Rotate Angle: 0 County: Seminole Jurisdiction: Cross Ventilation: City, State, Zip: Sanford , Family Type: Single-family Whole House Fan: FL, New/Existing: Existing (Projected) Terrain: Suburban Year Construct: 1961 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL_ARPT 41 91 70 75 526 44 Medium UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 145 ft 0 1125 ftz _-__ 0.25 0 0.75 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1219 ft2 0 ft' Medium 0.96 No 0.9 No 0 22.6 2/13/2014 1235 PM EnergyGauge-9) / USRFZB v3.0 Page 1 of 4 Building input Summary Report 2/13/2014 12:35 PM EnergyGaugeO / USRFZB v3.0 Page 2 of 4 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1125 ft2 N N CEILING Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic Q Main 30 1125 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type R -Value Ft In Ft In Are R -Value Fraction Absor. Grade%o 1 N Exterior Concrete Block - Int Insul Main 1 31 10 8 254.6666 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 1 38 8 304 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul Main 1 31 10 8 254.6666 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 1 38 8 304 ftz 0 0.75 0 DOORS Width Height Ornt Door Type Space Storms U -Value Ft In Ft In Area 1 E Wood Main None 0.46 2 6 6 8 16.67 ft' 2 E Wood Main None 0.46 2 6 6 8 16.67 ft2 WINDOWS Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Vinyl Double (Clear) Yes 0.35 0.5 N 24 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 2 N 1 Vinyl Double (Clear) Yes 0.35 0.5 N 16 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 3 E 2 Vinyl Double (Clear) Yes 0.35 0.5 N 13.5 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 4 E 2 Vinyl Double (Clear) Yes 0.35 0.5 N 27 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 5 E 2 Vinyl Double (Clear) Yes 0.35 0.5 N 9 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 6 S 3 Vinyl Double (Clear) Yes 0.35 0.5 N 27 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 7 W 4 Vinyl Double (Clear) Yes 0.35 0.5 N 9 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 8 W 4 Vinyl Double (Clear) Yes 0.35 0.5 N 3 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 9 W 4 Vinyl Double (Clear) Yes 0.35 0.5 N 18 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 10 N 1 Vinyl Double (Clear) Yes 0.35 0.5 N 6 ft' 1 ft 6 in 1 ft 6 in Drapes/blinds None 11 N 1 Vinyl Double (Clear) Yes 0.35 0.5 N 11.25 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000500 1475.4 81.000 152.33 0.3650 9.8363 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main 2/13/2014 12:35 PM EnergyGaugeO / USRFZB v3.0 Page 2 of 4 z! i•I •' Input Summary Report 2/13/2014 12:35 PM EnergyGaugeO! USRFZB v3.0 Page 3 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Ductless Block 1 Electric Strip Heat None COP: 1 24 kBtulhr False 1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ductless Block 1 Central Unit None SEER: 13 24 kBtu/hr 720 cfm 0.75 False 1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Credits gal gal deg DUCTS DUCT ----- Supply ---- -- Return ----- -- Air Percent HVAC # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 225 ftz Main 56.25 ftz 1 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: N Cooling [[ ]Jan Mar f Apr Ma [X Jun [X] Jul Jun X] AugX] Au9 Se SeP Oct j Oct Nov X] Nov Dec X Dec Heating [X] Jan Venting [[ j Jan Feb JlFelo Feb X] Mar Xj Mar X APr Apr May [ ]Jul May [ Jun ] Jul E j Au E j Se X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) — - AM 78 78 78 78 78 - 78 78 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 2/13/2014 12:35 PM EnergyGaugeO! USRFZB v3.0 Page 3 of 4 ffn Building Input Summary Report 2/13/2014 12:35 PM EnergyGauge® / USRFZB v3.0 Page 4 of 4 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 Released: 60 PM 0.377 0.396 . 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1355 kWh/Yr Peak Value: 442 Watts Miscellaneous AM 0.48 0.47 0-47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 1667 kWh/Yr Peak Value: 306 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts BLOCKS Number Name Area Volume 1 Blockl 1125 9000 9000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1125 9000 Yes 4 3 Yes Yes Yes 2/13/2014 12:35 PM EnergyGauge® / USRFZB v3.0 Page 4 of 4 TARRMECHANICAL INC 4446 Old Winter Garden Road Orlando, FL 32811 407) 299-6552 phone, (407) 329-4540 fax 223 Palm Place Sanford, FL Building Permit #14-289 Scope of Work- Provide all materials and labor to include the following: 0 Installation of (1) 2 ton Goodman split system with wall mount air handler, 5kw heater and remote condenser 0 (7) Supply drops 0 (3) Return air transfers 0 (1) Bathroom exhaust fan 0 (1) Dryer vent 0 New insulated refrigerant line set 0 Condensate pump 0 Start-up and ensure proper operation Total Price- $4950 Add for Manual J load Calcs...... $250 TERMS OF QUOTE: This proposal is valid for 30 days after the bid date as listed above. This proposal supersedes any previous proposal. Submitted By: Justin Starr Accepted By: License No. CMC1249759 Thank you!