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HomeMy WebLinkAbout413 W 1 St #17-2618- Interior remodelCITY OF SANFORD AUG lull BUILDING & FIRE PREVENTION ., k1; PERMIT APPLICATION "0" V s Application No: Documented Construction Value: Job Address: 413 W. IST ST Historic District: Yes [INo 0 Gv Pat-eel Ill: 25-19-30-5AG-0307-0040 Residential ❑ commercial ❑ Type of Work: New ❑ Addition © Alteration ❑ 1Zepair ❑ Denio ❑ Change of Use ❑ Move ❑ Description of Work: INTERIOR RENOVATION aO= r,r;., Plan Review Contact Person: STEPHEN HAYES / ROXIE DEHNERT Title: PROJECT MANAGER —CONS I RU CT[UN A-DM Pltane:`107-366-1564 'Fax: 407-366-3835 Email:cw%ra es@cwlhayescoiistrLlction.cotn Property Owner Information YOUNGBLOOD THOMAS ATR FBO Name Phone: Street: 1821 MISSOURI AVE Resident of property? : NO _ City, State Zip: SANFORD, FL 32771 Contractor Information Nante CW HAYES CONSTRUCTION COMPANY Photic: 407-366-1561 Street: 821 EXECUTIVE DR rax: 407-366-3835 City, State Zip: OVIEDO, FL 32765 State License No.: CGC034855� Architect/Engineer Information Phone: Fax: E-atail: !Mortgage Lender: Address: NVARNING TO OWNER: YOUR FAILURE ,1'0 RECORD A NOTICE OF CONIMENCENIENT NIAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINIENCENIENT (MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE T11E FIRSTINS.PECI'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COiNINIENCENIENT. 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 ofa. permit and that all work will be performed to meet standards of all laws regulating construction ill this jurisdiction. I understand that a separate pernut roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, taulcs, and air conditioners, ete. FBC 105.3 Shall be inscribed „'ills the date of application and the code ill effect as of that dine: S°i Edition (201=1) Florida Building Code Revised. June 3U, 2U15 l ' Permit Application Nance: Street: Ic� City, St, Zip: c -j Bonding Contpatiy: N/A ~ Address: Architect/Engineer Information Phone: Fax: E-atail: !Mortgage Lender: Address: NVARNING TO OWNER: YOUR FAILURE ,1'0 RECORD A NOTICE OF CONIMENCENIENT NIAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINIENCENIENT (MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE T11E FIRSTINS.PECI'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COiNINIENCENIENT. 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 ofa. permit and that all work will be performed to meet standards of all laws regulating construction ill this jurisdiction. I understand that a separate pernut roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, taulcs, and air conditioners, ete. FBC 105.3 Shall be inscribed „'ills the date of application and the code ill effect as of that dine: S°i Edition (201=1) Florida Building Code Revised. June 3U, 2U15 l ' Permit Application BUILDING INFORMATION FIRE RESISTANCE RATING (FBC TABLE 601) FIRE RATING . rucIT - t3UIL_lJ11w �.. a-�...�... - PRIMARY STRUCTURAL FRAME - - - - - - -- --- 413 WEST 1ST STREET SANFORD, FLORIDA 32771 �- ADDRESS - 0 JURISDICTION CITY OF SANFORD, FLORIDA APPLICABLE CODES FLORIDA BUILDING CODE (FBC): BUILDING, 5TH EDITION NONBEARING WALLS, INTERIOR ------- FBC: ACCESSIBILITY CODE, 5TH EDITION FLOOR AND SECONDARY MEMBERS - FBC: PLUMBING CODE, 5TH EDITION ROOF AND SECONDARY MEMBERS BUILDING SEPARATION (FBC TABLE 602) FBC: FLUE GAS CODE, 5TH EDITION FBC: MECHANICAL, 5TH EDITION FBC: FIRE CODE, 5TH EDITION FBC: ENERGY CONSERVATION CODE (IECC), 5TH EDITION LARGE SCALE FFPC: 5TH EDITION NFPA 1: FIRE CODE, 2012 EDITION NFPA 101: LIFE SAFETY CODE, 2012 EDITION NFPA 13, 2010 EDITION SECTION NFPA 24, 2009 EDITION ��- NFPA 72, 2010 EDITION NATIONAL ELECTRIC CODE (NEC), 2011 SECTION ROUGH WOOD CONSTRUCTION TYPE VB_ _ _ FULLY SPRINKLERED PER NFPA 13 SPRINKLER PROVISION CLASSIFICATION B REQUIREMENTS AND PROVISIONS BUILDING HEIGHT ALLOWABLE PROVIDED COMPONENT 1,728 SF BUILDING AREA IN 9,000 SF - - BUILDING STORIES 2 --------- --- ---- - BUILDING HEIGHT 40'-0" - - _ _ _-------------------- * MEASURED FROM GRADE PLANE TO HIGHEST PARAPET FIRE RESISTANCE RATING (FBC TABLE 601) FIRE RATING . rucIT - t3UIL_lJ11w �.. a-�...�... - PRIMARY STRUCTURAL FRAME - - - - - - -- --- 0 -- O -BEARING WALLS, EXTERIOR _ _ _ - _- _ - __ _ _ = - 0 BEARING WALLS, INTERIOR - 0 NONBEARING WALLS, EXTERIOR - _ -----_ __---- --- 0- - - - - - - - NONBEARING WALLS, INTERIOR ------- 0 ------- FLOOR AND SECONDARY MEMBERS - ROOF AND SECONDARY MEMBERS BUILDING SEPARATION (FBC TABLE 602) 0 BUILDING SEPARATION-- - X < 5-0" - - - -------- ------ --- -1 --- -- <10'-0" --------- ---- 30'-9. - -- -- - -- - --- - - - -- 0-- --- BUILDING IS GREATER THAN 10'-0" FROM SS SITE PLAN PROPERTY SEPARATION. ADJACENT BUILDING ON THE OVERALL SITE. REFER TO ARCHITECTURAL_ - -- INTERIOR FINISH (FBC TABLE 803.9) FINISH TYPE SPACE TYPE I B INTERIOR EXIT EXIT STAIR/RAMP/PASSAGEWAY- - -- - - - C - - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIR/RAMP -- - - C _ ROOM AND ENCLOSED SPACES- GENERAL PROJECT NOTES 1. ALL DIMENSION ARE TO THE FACE OF CONCRETE WALL, CENTER OF COLUMNS, OR FACE OF STUDS UNLESS NOTED OTHERWISE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE FRACTIONAL INCH ADJUSTMENTS OF WALL LOCATIONS TO ENSURE THE ALIGNMENT OF FINISHED WALL SURFACES WHERE THE SUBSTRATE CHANGES. 2. ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH ALL OTHER DISCIPLINES. 3. DUE TO THE COMPLIMENTARY NATURE OF THE DRAWINGS, THE GENERAL CONTRACTOR SHALL NOT BREAK THE SET APART OR REPRODUCE ONLY A PORTION OF THE DRAWINGS. IT IS IMPERATIVE THAT ALL SUBCONTRACTORS HAVE KNOWLEDGE OF ALL DRAWINGS. 4. GENERAL CONTRACTOR SHALL SEAL ALL JOINTS AND PENETRATIONS WITH MANUFACTURER RECOMMENDED JOINT SEALANT AND CLOSED CELL BACKER ROD TO ENSURE A WATER TIGHT EXTERIOR BUILDING ENVELOPE. 5, THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 7. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. SITE TO BE CLEANED OF WASTE DEBRIS DAILY. 8. ALL WOOD TO BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD ARE TO BE GALVANIZED OR COATED AGAINST CORROSION, REFER TO FASTENERS MANUFACTURER'S SPECIFICATION FOR INSTALLATION REQUIREMENTS. 9. CHEMICAL TREATING FOR FIRE RESISTANCE OR OTHER PURPOSES (OTHER THAN TREATING FOR ROT RESISTANCE, i,e. CCA. ACZA. CBA, ACO OR OTHER COPPER TREATMENTS) MAY AFFECT THE PERFORMANCE OF "rHE R001z MEMBRANE ASIC ACCESSORIES CONTACT THE RooFING NMA9d1JFAi3"1i'URER WIHIIN USAN2 CHEMICALLY TREATED LUMBER THAT WILL COME INTO OONTACT WITH THE ROOF MEMBRANE., ARCHITECT'S NOTES THE ARCHITECTS DOCUMENTS ONLY REPRESENT INFORMATION SUFFICIENT FOR THE CONTRACTOR TO BEGIN "THE CONTRACTOR'S REQUIRED WORK," WHICH INCLUDES THE PREPARATION OF DETAILED CONSTRUCTION DOCUMENTS, MORE COMMONLY KNOWN AS SHOP DRAWINGS AND SUBMITTALS, COORDINATION DRAWINGS, AND ALTERNATE SKETCHES, ALL OF WHICH SET OUT THE SPECIFIC AND FINAL DETAILS REQUIRED FOR PROCURING AND PLACING THE FINISHED WORK. BY CONTRAST, DRAWINGS BY ARCHITECTS MERELY REFLECT THE FINISHED DESIGN OF THE WORK IT IS IMPORTANT THAT ALL PARTIES UNDERSTAND THAT CONSTRUCTION DOCUMENTS ARE NOT INTENDED TO BE A COMPLETE SET OF INSTRUCTIONS ON HOW TO CONSTRUCT A BUILDING. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SITE SAFETY PRECAUTIONS ARE CUSTOMARILY ASSIGNED AS RESPONSIBILITIES OF THE CONTRACTOR TO GIVE THE CONTRACTOR FULL LATITUDE IN PREPARING BIDS AND CONSTRUCTIONCARRYING OUT THE OF PROFESS ONAL PRACT CE, 13 ED.,IN SECTION 13.4, "CONSTRUCTION K NSTRUCTION DOCUMENTS PRODUCTION." SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTAL IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED BY THE CONTRACT DOCUMENTS THE WAY BY WHICH THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. SECTION 3.12.4 OF AIA DOCUMENT 201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. BY APPROVING AND SUBMITTING SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS, THE CONTRACTOR REPRESENTS THAT THE CONTRACTOR HAS DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS, AND FIELD CONSTRUCTION CRITERIA RELATED THERETO, OR WILL DO SO, AND HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK DTHE CONTRACT DOCUMENTS. SECTION 3.12.6 OF AIA ENT A201, GENERAL CONDITIONS OF THE CONTRACTOR FOR CONSTRUC ION THE CONTRACTOR SHALL FIRST CHECK EACH SUBMITTAL AND COORDINATE IT WITH FIELD CONDITIONS AND THE REQUIREMENTS OF THE WORK BEFORE SUBMITTING IT TO THE ARCHITECT OR ENGINEER TO REVIEW FOR CONFORMANCE WITH THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. THE ARCHITECT REQUIRES COORDINATION DRAWINGS TO BE ORIGINAL, DETAILED COMPARISONS OF THE VARIOUS TRADES, AND RECOGNIZES THAT THE ARCHITECTS DRAWINGS WILL LIKELY BE IN CONFLICT WITH SELECTED EQUIPMENT AND REQUIRED CLEARANCES TO THE EXTENT THAT THE COORDINATION IS NECESSARY AND ADVISABLE. THE CONTRACTOR IS SPECIFICALLY DIRECTED TO PROVIDE SKETCHES FOR RESOLUTION OF SUCH PREDICTABLE CONFLICTS. THE CONSTRUCTOR SHALL BE IN CHARGE OF DETERMINING HOW THE WORK WILL BE DIVIDED ONTO SEPARATE TRADES, HOW THE WORK WILL BE BID AND PURCHASED, HOW THE PURCHASED PRODUCTS AND SYSTEMS WILL BE COORDINATED AND INCORPORATED INTO THE COMPLETED WORK, AND THAT THE WORK WILL BE IN CONFORMANCE WITH THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCACT- SECTION 3.3.2 OF AIA TION. A201, E PURPOSE OF THE DIMENSIONS GIVEN IN THE ARCHITECT'S DRAWINGS ISHTO DEFINE THE LIMITS OF AND PROVIDE GUIDANCE FOR PLACEMENT OF THE ELEMENTS OF THE WORK. MATERIAL LEGEND BRICK SECTION OR PLAN y. SMALL SCALE CONCRETE MASONRY UNIT LARGE SCALE SECTION ��- FINISHED SECTION ROUGH WOOD SECTION BLOCKING Plywood -Large SCale Plywood -Small Scale 1E L SECTION SMALL SCALE STEEL - -' SECTION LARGE. SCALE CONCRETE SECTION CEMENTITIOUS SECTION/ FILL, CEMENT ELEVATION PLASTER (� LOOSE FILL/ Y Y Y BATT INSULATION INSULATION RIGID - LARGE SCALE RIGID SMALL SCALE EARTH/ COMPACTED SECTION FILL i .rww-,..r­.wrw.w-. AL' Lw-,...-........ ,-..... ..... +., .rraaa..r:rwe�wss w. teerr+ur..w9'rrow.. 4401 roo Ft - #.^Kok. SCALE GYPSUM WALLBOARD SECTION - SMALL. SCALE ■E: ■C DRAWING SYMBOLS SPACE NAME ?' r� t f,PAGS NUM®Et' PAGE IDENTIFICATION I f J_-� (REFERS TO MATERIAL LCOENV L---- & OPENING SCHEDULE) ,ETAIL REFERENCE ? !, 7 DETAIL NUMBER SHEET NUMBER SECTION ORIENTATION LECTION ? tEFERENCE `L? SECTION NUMBER \' SHEET NUMBER NORH 101 ELEVATION ' ELEVATION NAME ` ELEVATION ORIENTATION ELEVATION SHEET NUMBER COLUMN NUMBER COLUMN ID - ?� COLUMN CENTERLINE PARTITION TYPE NUMBER / (REFERS TO WALL TYPE SCHEDULE) PARTITION REFERENCE ? WINDOW NUMBER (REFERS TO WINDOW SCHEDULE) WINDOW ID ? DOOR NUMBER (REFERS TO DOOR SCHEDULE) r DOOR ID �_ ? ELEVATION REFERENCE ELEVATION TARGET # ELEVATIONS ___ _ HEIGHT TOILET ACCESSORY NUMBER (REFER TO TOILET ACCESSORY SCHEDULE) TOILET ACCESSORIES ? ID REVISION NUMBER (REFER TO TITLE BLOCK) REVISION MARK ?� INTERIOR RENOVATION CITIZENS BANK PERMIT SUBMISSION SET 08.28.2017 PROJECT SITE LIFE SAFETY GENERAL NOTES THIS IS NOT A FLOOR PLAN INDIVIDUAL OCCUPANCY CLASSIFICATION ARE USED TO CALCULATE OCCUPANT LOADS AND EGRESS REQUIREMENTS FOR LIFE SAFETY ONLY, THE BUILDING IS DESIGNED TO MEET THE REQUIREMENTS FOR A2 ASSEMBLY. THIS LIFE SAFETY PLAN IS TO SHOW REQUIRED EGRESS, RATINGS, AND LIFE SAFETY EQUIPMENT ONLY. PLEASE REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT INFORMATION AND LOCATIONS. PLEASE REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR CONSTRUCTION INFORMATION I ARCHITECT: Kevin R Moore, AIA 403 North Joanna Avenue Tavares, Florida 32778 krmoore68@grriail.com I I No. Description - - -- , - Date LIFE SAFETY SYMBOL LEGEND EXIT LIGHT (RE: -Ir.. C SLE EGRESS COMPONENT (CALCULATED EGRESS OCCUPANT -- —� #ff# LOAD FOR ELEMENT / CAPACITY AT ELEMENT)- -----�J, ' TRAVEL DISTANCE - NFUR� - -- - �I,SUFO SNALi_ dF C K ©NC' TO PROl,tt --- -- - �CE14S- Tt NC .L, ALTER FE FIRE ER TYPE 2A OE -1" E PR0\\J --- _ F�f1E; Et - - �C�VISION� �R�•1 � , - - - - - - - 5 NOR SHALL SILFi' M THERE;;` -i4FfCTtt)r1 �F j # OCC CALCULATED OCCUPANT LOAD - -. - - �,TROvT10N UR �l0 J --- - -- - --_-- -- - - - _ EMEGGENCY LIGHTING O�Q�,Pel - - - - - - G O a4 1 L-------------- 1 1 1 1 1 I 1 FE 1 1 I. 1 1 1 43 OCC 1 1 I t•� -;u t: a ; ; 16 55-0" TRA✓EL DISTANCE MAX. 100'-0" (1014.3) LIFE SAFETY PLAN 1/8 -1-0 36 no 69'-6" TRAVEL DISTANCE MAX. 100'-0" (1014.3) CITIZEN BANK SANFORD REMODEL I CODE INFO Project number Date Drawn by Checked by OFFICE 100 17009 08.25.2017 - - LAM KRM a v N M v r C a -------------- REMOVE EXISrING GRID AND TILES (REUSE WHERE POSSIBLE) — EXISTING FIXTURE TO BE REMOVED AND REUSED — EXISTING SUPPLY GRILL AND DUCT TO BE REMOVED AND REUSED WHERE POSSIBLE --- ---- n�wvn EMERGENCY LIGHTING DEMOLITION RCP RELOCATE EXISTING FIXTURE TYPICAL OF (4) THIS AREA PATCH/REPLACE CEILING GRID AS REQUIRED a ARCHITECT: Kevin R Moore, AIA 403 North Joanna Avenue Tavares, Florida 32778 krmoore68@gmail. corn CITIZEN BANK I DEMOLITION AND RC Project number Date Drawn by Checked by PLANS P A1 01 nr:nnnl ITInN FINISH PLAN DEMOLITION PLAN _ — -- C1� 1 /4" - 1'-0" 17009 08.25.2017 J— LAM KRM c+i V' O CD Q G Q . .......... n�wvn EMERGENCY LIGHTING DEMOLITION RCP RELOCATE EXISTING FIXTURE TYPICAL OF (4) THIS AREA PATCH/REPLACE CEILING GRID AS REQUIRED a ARCHITECT: Kevin R Moore, AIA 403 North Joanna Avenue Tavares, Florida 32778 krmoore68@gmail. corn CITIZEN BANK I DEMOLITION AND RC Project number Date Drawn by Checked by PLANS P A1 01 nr:nnnl ITInN FINISH PLAN DEMOLITION PLAN _ — -- C1� 1 /4" - 1'-0" 17009 08.25.2017 J— LAM KRM c+i V' O CD Q G Q I V WINDOW JAMB 112" GYPSUM E FULL CAVITY S ATTENUATION 2x4 WOOD FIE) WOOD CASINC MATCH EXISTIi WOOD JAMB WOOD GLAZII`, TEMPERED GL 2x4 WOOD JAA TEMPERED GL WOOD GLAZIN WOOD JAMB DOUBLE 2x4 V4 mi-c:RinR VVINDOW DETAIL 311 = 1 —011 WINDOW HEAD 112" GYPSUM BO FULL CAVITY SC ATTENUATION 2x4 WOOD HEA WOOD CASINO MATCH EXISTII PREHUNG WC SWING PER FI 2x4 WOOD JAI DOORJAMB r -, r -r All WINDOW SILL IN I tKIVt� uvvr. ��- , •,� ---- - 3"= 1'-0" DOOR HEAD EXISTING BRICK VENEER TO REMAIN — EXISTING LINTELIBEAM TC REMAIN, FIELD VERIFY — EXISTING BRICK LEDGE TO REMAIN -- BACKER ROU AND BEALA!• AT EN71R5 EXTERIOR ` PERIMETER OF WN D 0 J 1 FLUID APPLIED FLASHING JAMB, POSITIVELY LAPPEC ONTO SILL PAN END DAMS EXISTING FURRING TO REMAIN EXIS"TING GYPSUM BOARD'rU REMAIN, CUT AND PATCH AS FIRU�Ir FOF18^Auom, fjLV.N 1<41vS3t3 A7,D,J'�;iT Ip-li&) All i AQUIRAO SINGLE HUNG WINDOW TO MATCH EXISTING SILL PAN FLASHING BACKER ROD AND SEALANT CONTINUOUS CAULK JOINT \ AT WINDOW PERIMETER NEW BRICK SILL----'�` / �--- 112" GYPSUM BOARD WRAPPED \\\ TO WINDOW FRAME \, SHIM AS REQUIRED EXISTING BRICK VENEER TO ` REMAIN, CUT AS REQUIRED _J f-/✓ r0 INSTALL NEW BRICK SILL EXISTING CMU OR SILL BLOCK 'TO REMAIN, FIELD VERIFY -- — 6 WINDOW DETAIL AT BRICK — — --_ 1 1/2 - 1 0— � — !Y I--- 0L EXTEND NEW WALL TO UNDERSIDE OF EXISTING O ' O TRUSS ` W _�-- --_ SINGLE TOP PLATE ~ P z_ z -w -- — - 112" GYPSUM BOARD n BOTH SIDES CAVITY SOUND NUATION JOOD WALL FRAMING SOUTHERN PINE ;LE SILL PLATE TING FLOOR SLAB 1 3 -WALL TYPES 1-011 NEW RETURN AND DUCT FIELD VERIFY EXISTING HVAC SYSTEM Ln o v o v SHADED AREA DENOTES NEW 2x2 L RELOCATED CEILING GRID AND TILES TO EXISTING FIXTURE MATCH EXISTING, ALIGN TO — RELOCATED EXISTING CONTINUE EXISTING LAYOUT — GRILL AND DUCT PROPOSED RCP -_-- -- ._ ---- - - - 2 1/4" = 1'-0" RELOCATED EXISTING EMERGENCY LIGHTING NEW RETURN AND DUCT FIELD VERIFY EXISTING HVAC SYSTEM II i NEW SUPPLY AND DUCT FIELD VERIFY EXISTING HVAC SYSTEM �F7 Xl RELOCATED FIXTURES TYPICAL OF (4) THIS AREA CUT EXISTING CEILING GRID AS REQUIRED FOR INSTALLATION AND INSTALL WINDOW TO MATCH EXISTING, FIELD VERIFY OPENING DIMENSIONS -- PROPOSED PLAN___-__..__..._.------- -- 1 1/4" = 1'-0" - DRA COWL DR c J yf ARCHITECT: Kevin R Moore, AIA 403 North Joanna Avenue Tavares, Florida 32778 krmoore68@gmail.com CITIZEN BANK SANFORD REMODEL PROPOSED PLAN AND RCP [Date roject number — _ 17009 08.25 2017rawn by ---- _ — —. LAM - Checked KRM_ Al 0 :SINGLE H G.�- .AI G E ILII I S I lE IMPACT 77 '1 /q" FLANQ HEIG1 C TABLE OF CONTENTS QENERAL NOTES & ELEVATIONS ...1 SEC TION VIEWS & GILAZINQ . ,.....:....2 EXTRUSIONS & B.QW .., ...... ...,F....,3 ANCHOR SCHEDULE & NQTFS ...4 INSTALLATION DETAIL .............. . ....5 54 3A.' FLANGE j1 lIDTH 55 MAX UNIT ,WIDTH 4p lljoll QLA$Q DLr T_ 76" klAX - IMPACT F�ATI�I� UNIT RATING 53-1/8 '° ` .6" HEIGHC -LARGE MISSILE IMPACT 37 114" MAX SASH HElQHT zl-- I\- C 11 D_ A 47" QLASS UL0 49 151, 1 G" MAX SASH Wil )TH GENERAL NOTES: 1, THE PRQDUGT SHGWN HEREIN IS DESIGNED AND MAN. UFA;TURED TO COMPLY WITH THE FLORIDA 131.I1LDINC CORE ( PP), CURRENT EDITIOhI AND IS RATED FOR MISSILE LEVEL R:IMPACT USE IN WINO LONE � AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY 2,;QLAZINQ QPTIONS, (SEE SHEET 2) 3. CONFIC-1URA-C.I,QNS; "QoxC% 4. DESIGN PRESSURE,RATINQA .NEGATIVED: SIQ, . LOADS BASED ON, TES.TE.ID PRESSURE AND GLASS TABLES ASTM E-13Qp7Q44 -POSITIVE DESIGN LOAD,$ BASED ON, ,TESTED; PRESSURE, WATER INFILTRATION TES'r PRESSURE AND CI Aga ' TAE ASTM E-130(}-0. 5, ANCHORAGE:"THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE'_GESION OF THIS PRODUCT, SEE SHEET 5 FOR ANCHOR DETAILS. WINPLOAD DURATION FACTOR Crimm1.5 WAS iSEI'FOR WOOD ANCHOR CALQULATIONS', 5, PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT'H EQ01RED. 7. ALL FRAMES AND VENTS FULLY WELDED_ SMALL JOINT SEAM SEALANT USED AT FIXED MEETING; RAIL AND JAMB. 8. SERIES. / MODEL; DESIGNATION $H-6;100. 9. THE QESIGNATIQN X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O =, FIXED. SASH '10. SECTIQN CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. E�(C([T�}ElRNAL WEEP SLOT = -1/4 x 1-1 /2" LOCATED 5" FROM BOTH MAX. UNIT , DESIGN PRESSURE IMPACT F�ATI�I� SIZE RATING 53-1/8 '° ` .6" _ _ +/ 50 P F -LARGE MISSILE IMPACT Lucas A. Turner �01�-01.1 f1 x;00-Q�.00: VIN11 1' ..4. 190Q SW 44TH AVE, OCALA, FLORIDA 34474 WWW.C.WS.CC' W;""" SINKG� IMPACT Ii It I I IT o 's I Iii fi. . 2 ILU Wim mom t �+ydtt $C1 OF k,t tQ 1/11/2015 LUCAS A. TURNER, PIE. FL PE It 58201 1239 J . ARA AVE. NORTH PORT, FL 34288 PH. 941=380-1 574 SHEET GF;S0RIP*0QN GENERAL NOTES AND ELEVATIONS EMK I 0/20/ta CWS -1068 B. sufi-G:------­ 1HI ET - 1:20 1 OF 5 0$ -- C8) --- INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 38-41 rorkw-.-. NOTE: LEFT SIDE SFJQW8 FIXED SECTION VIEW, Ht SI' RIG DE SHOWS SASH SECTION VIEW. i1 , "n ri SECTION, C -C ALTERNATE HD MEETING RAIL AND UNI -FRAME LUELLS--J' QASS TYPE A — 7/a" OVERALL —118" ANNEALED ...,7/16 N'JR8PAQfi —5/16" LAMINATED — 1/8" ANNEALED —.6912" QUPQ1`JTPVR INTERLAYER 1/8" ANNFALED Ei1KAFLF-X 552 OR PURFEQ-F GLAZE "IT' 5/6" r3LA,5Q BITE SECTION D -D DEEP POCKET UNI.FRAME NOTES: FIN FRAME AVAILABLE FOR BOTH UNI-FRAIVIE AND STANDARD FRA ' ME TYPES. , 880 BALANCERS AND DEEP POQKET UNI-IFRAME (FI -6193) REQUIREDFOR LARGER SASHES, (NOT WiINDOW SYSTEMS 19QO SW 44'rFI AVE. QQALA, FLORIDA �447,I, www-cw-$.Qc' 6100 Pvc, SINGLE HUNQ 1IMPACT Lo Q? UA w ill z u: > O F7 Lu > W UA 0 NQ 58201 A qj S,rA-r 1i QF $-'tU Sz 0 cry "o,tIll /01�jx* 1/1'I/2Q15 LUCAS A. TURNER, FL PE it 5 1239 JABARA AVE. NORTH PORT FL 34288 PH. 941-380-1674 SECTION VIEWS AND GLAZING DEJ'Al1 Y., EIVIK 05/26/'15 cws-1068 B 1:2 2QF5 ITEM PART DESCRIPTION MATERIAL . VENDQR 1. EI -6125 HEAD, OUTERFRAME PVC ATN 2 1-1-6125 JAMBS, OUTERFRAME Pvc� ATN 3 H-6126 SILL, duTERFRAME PVC ATN 4 1.1-6132 SASH SIDE RAIL PVC: ATN 5 1-1.6136 SASH BOTTOM RAIL PVC ATN 6 H-6137 F I XED MEETI NG RAI L PVC ATN 7 I -l-6133 SASH IUP RAIL PVC ATN 8 5-61411 6LAZING'BEAF) PVC ATN 9 5-6142 SASH STOP PVC ATN 10 S-61113 SCREEN ADAPTOR PVC ATN 11 R-50135 WSTP, QLON BULB VINYL AMESBURY 12 P-5471 WSTP, QLO N BULB VINYL AM [ES D URY 13 BALANCERS - CONSTANT FORCE RT 562 CALDW ELL 14 P-5392 SASH TILT LATCH NYLON CALDWELL 16 P-5396 PIVOT BAR SS CALDWELL 17 P-3515 1t8 x 5/8 PHIL FLAT WHITE SMS STEEL FA5TENAL 18 P-4146 118 X 3/4 PHIL FLAT tek STEEL FASTENAL 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 20 5-2001 INTERLOCK RAIL ALUM ASCEND 21 5-2006 REINF, SASH SIDE RAIL, HD ALUM ASCEND 22 S-2007 REINF, BOTTOM RAIL ALUM ASCEND 23 5-2008 REINF, FMR ALUM ASCEND 24 S-2009 REINF, TOP RAIL ALUM ASCEND 26 P-3733 3 IMPACT'LQCKS NYLON LAWRENCE 27 P-3'784 IMPACTKEEPERS NYLON LAWR I ENCE 28 P-5420 WEEP COVER NYLON M&M 31 110'rNIEL:r SI LI CONE TRUSEAL ,32 P-3305 WSTP.-270 X 187, SOFT TOUCH FIN ULURAFAB 33 11-5425 W5TP,.200 X 5/8" X 5/8", DUST PLUG. ULTRAFAB 14 P-5421 HOLE PLUG NYLON 3S CLASS SE . E SHEET 2 36 P-4638 tt8 X 2-1/2 Pl-II L TRUSS,tek STEEL FASTENAL 37 P-3218 SCREEN FRAME ALUM FLA SCREEN 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 39 [1-3228 SCREEN SPLINE DAPA 40 P-1029 SCREEN LIFTS SUMMIT 41 P-3033 SCREEN SP RINGS FLA SCREEN 42 BALANCERS - CONSTANT FORCE RT 880 43 1-1-6157 Hb FIXED MEETRI NG RAIL PVC VISION 44 H-6193 U611 -:FRAME, 8 . 30 BALANCERS PVCV ISION 45 FI -2115 REINF, HD FMR. ALUM KEYMARK 46 5-6216 UNI -FRAME SILL PockEr INSERT PVC VISION 47 S-6217 I UNI -FRAME SCREEN N RETAINER PVC VISION 7/1 Q" 21/16" 1/1611 I 39/161, PVC FRAME HIEAU JAMB H-0 125 PVC aLAZINQ BEAD 8-6141 7,11 olf PVC SIDE RAIL FI -6132 @2 REINF, B'I'M RAIL S-2007 3 7/46" T (44) -F1 PVC FRAME. FI -6193 LINE ITEMS NOT USED: NOTE, ALL EXTRUSIONS ARE ALUPA Q063-1-6 UNLESS OTHERWISE NOTED. 15,25,29-30 ju 23/8" 7/8" PVC FRAME SILL H-6126 -6 12 . 6 '074" PVC SASH STOP S-6138 --2 IM", PVC SASH BTM RAIL H-6136 155116" Q/16" REINF. FMR S -2Q08 f --q)6 -1/1 6" PVC SILL POCKET INSERT S -Q216 47 L 7/-6 1/t6 F PVC SCREEN RETAINER S-6217 oil V 71, 47. C) REINF, SSR F1. D.. S-2006 V05Q" [N'I"ERLQQK -2001 v� 3/4" -F PVC SOBEEN ADAPTOR S=6143 —17116" 1710, 1 PVC SASH FMR H-6137 9/'1f 3r 1 (GY, C2,)I /16" REINF, TOP RAIL -2060 PVC FIQ,Ftv]R H-6157 V1011 FRAME QPRNER CONSTRUCTION 1900 SW 44TH AVE, OCAL& FLO flIDA 34474 - CORNER WELD (ALL, SIDES) 6100 PVC SINGLE HUNG IMPACT FIXED MEETING RAIL. SCREWED TOGETHER WrFFI QU-FERFRO41E 1:8 PVC SA$HToP RAIL H-61138 f 161, REINF. FID FMR. FI-211 MR- FI-211 5 0005A -T5 Lo Lo ui w w co u: 0 z c.—r > < cc C) uj CC > z w xw Lu Hco < bz I- A"t Ile A. Z 's N 1/1'1/2015 LUCAS A. TURNER, P.E, FL PE # 58,201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 BW ANC? EXTRUSIONS iAN/tl DATE EMK 05$-Vf 15 1 47 T01 CWS-1068 B 12 F SHEET :OF5 E" MAX, 0" MAX, 14" MAX 0, (ryp-) 4' (T ANCHOR LAYOUT - (FLANGE) I . (NO BILL ANCHOR$ REQUIRED) 4" MAX. (TYP..) - OTE 2 4'* MAX, (TYP.) - MAk Q.Q. ( -yp.) m-rG RAIL 4" THRU FHANIEA­ (ryp,) INSTALLATION ANCHORS (fyp.) ANCHOR LAYOUT - NO -FE THR IE UN [ Q 171"IAME i\Ncfm-sl ViIN00W MTEM I" 1900 SW 44TI-I AVE. OCALA, FLORIDA 54,174 WwW.CWS -*(llC: NOTE 2 6100 PVC SINGLE HUNG IMPACT U-) Lo I MTC.. RAIL zi Lu Wim i U) INSTALLATION ;E .ANQFIQ R S (TYP4 CC > Lu cr, NOTES: I: INSTALL ONE ANCHOR AT EACH iNSTALLATION LocATIQN, 2, SH NI AS REQ AT EACH .INSTAL! ATION ANCHOR USINQ LOAD BEARING SHIM$. MAX. ALLO - SHIM, TACK TO BE 1/4". USE.51-11MS WHERE SPACE CiREATFRTHAN'1/1�4" IS' PRE$f:-N'I', LOA - SHALL BE CoNsTRUOTED OF HIGH DEN, YVAQLF 9 P BEARINGMMS qrry�PLASTIQ�dk BETTER. WOOD sHiMS ARE NOT ALLOWEDI. ,9. ANCHOR TYPE, SIZE, SPAQIN.G AND ENIBr-DMEN-r HALL BE AS-SPEQIFIED IN THES,E,bRAWINGS s ,,jEE TABLE], SHEET 5. 4. ALL INSTALLATION ANQHORS MUST BES MADE OF OR PROTECTED wi,rH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CON -1 -Au WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 5. INSTALLATION ANQHORS SHALL BE IN AW.)RDANCE WITH ANCHOR MA.N.UFA.CTURER'S.I.NS-FALLA*rION.INS-FRUCTION.S, AND ANCHORS SHALL NOT BE USED IN :SU I USTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED iNTAB1 El, SHEETS. 6. ANCHOR EMBED MENT TO SUBSTRATE SHALL BE QEYOND WALL.QRE,$SINGj OR STUCCO. FOR CQNCRETE/CMU OPFNINGS, EMBEDMENT SHALL 13E BEYOND WOOD 0.UCK9., IF USED, INTO SUBST INSTALLATIONS INTO SOLID qNCRETE.QR GROUT -FILLED CMU MAY INCLUDE BUT DONOT REQUIRE 'IXvvOODBu(:*s BETWEEN. THE PRQDUC RATE, INSTALLATION$ INTO HOLTW C�4URKQUI.RE THE USE OF ix WOOD BUCKS BETWEEN f TAND SUB�URATE, HE PRODUCT ANDSUBSTRATE. 7. A MINIMUM QENTER-TO�QENTFR 9PA.QI,tIG SHALL BE MAINTAINED BETWEEN ALL, FASTENERS: FOR MASONRY, I FOR WOOD AND METAL. 8. WOOD OR MASONRY, OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED To TRANSFER WIND LOADS TO THE STRUCTUf-3E- SUBSTRATES- SHALL MEET THEMINIMUM sTRE.NGTH REQU IREMENTS AS SHOWN INTABLE I, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT 13E CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF II,isTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: Ff,4A/AAfvlA. IQQ(FIN WINPOWS), FMA(AAMA 200(FLA GE WINDOWS), FMA/WUM 'N 250(130X WINDOWS), FMA/AAMA/WQMA 300(Ex rERIOR DOORS) <10 OF' % *4 4, 1�olt 4 1/11/2015 LUQ -A3 A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 ANCHOR SCHEDULE AND NOTES 5iTA EMK 5'Wd cwls- 1068 B SHEET 1:25 4 OF 5 s SUE3STRATE BY Q'I"HER a SEE TABLE I PERIMETER SEALANT-----! BY INSTALLER y INSIDE AND Our p SEALANT BEHIND -� FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE1 SEALANT BEHIND L FLAIL QE BY INSTALLER n PEFIIMETER SEALAii,r—,- ...-. BY INSTALLER INSIDE ANE? C)U'r / Ii SUBSTRATE BY OTHERS f SEE' TABLE 1 TYPICAL f f AD. ANQFJQRAGE -MIN. EDGE DIST. / � ..._.._...._. SEE TABLE. 1: 1. MIN, EMBEDMENT I ;IEE TABLE I 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE I 1 /4" MAX,- Sl-LIM u_. INSTALLA tONANUFIOR- *EE:T.A5LE 1 C ONTINUO0S GBL 1/4" BE=AD OF SEALANT AROUND PER QVIETER @ ALL INDICATED POINTS BETWEEN FRAME AND suBSTRATE BY INSTALLER III in A VERTICAL SECTION TYPIC�AL.SILLANQHORAGE NO S1LI ANGI.IORS REQUIRED 114" :MAX. SHIM i _-"-�-• tiilllwiS TRATE PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER / p HORIZONTAL SE=C HON TYPICAL JAMB ANwomR --W TABLE 1; APPROVED INSTALLATION FASTENER BY nTF1ER.S [ ANCHOR TYPE SEE TABLE' I MIN. EDGE DIST. FLANGE CONCRETE (2.0 KS1 MIN.;) 3/16" ITW TAPCON FLANGE MIN. EDC:iE.D1ST. / SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER / p HORIZONTAL SE=C HON TYPICAL JAMB ANwomR --W TABLE 1; APPROVED INSTALLATION FASTENER FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KS1 MIN.;) 3/16" ITW TAPCON FLANGE HOLLOW OR GROUT-FILLU) CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE, (2.85 KSI MIN.)` 3/]Q" ELCQ IJLTRACQN 1 1" FLANGE GROUT -FILLED CMU (AST M C-90) 3(16" ELCO UI "rRACON >3t4" 2-1/2' FLANGE 2X MIN. SOUTH[ RN PII~lE (C f3 5j 3/161, ITW TAPCQN OR EL -CO ULrRAGQN i-318" 7/8" FLANGE 2X MIN. $OUTHERi PINI (G=0,55) #10 WOOD SCREW _W: " FLAIIIC?,E �._ '16 QAUciE (0.060') MIN: STEEL,STUI,: 33 ISI YIELD MIN #t10-16 HILTI KWIK-FLEX OR ITW "rEK!,' ' ELF-� F LLIN� `'C: C -W FULLTHREAD TFIRU 0.060" 7r16" F LAIC C,L 1/8" ALUM. (606345 MIN.) Clrt 1/$" STEEL ,' �Q IS I MIN, 1/Til GRAE E S JA G, I DRILLING SCREW FULL TFII�EAL1 THRU 0.125" 7/16" FIN 2X MIN. $0LITHER PIN (Ci=(3.55} 11p �IVC?O)C7 CREW 1-112" 1/2' NOTE: UNIF-FRAME OPTIOI`1 S NOT SHOWN. MIK EDQE Dl r. - SEE TABLE 1 1/4" MAX. $HIM -. Sllt3i!`FiATE 6YOTHERS SEE TABLE 1 t , I MIN. ENIBEWE€dT SEE TABLE 1 - - PERIMETER SEALANT BY INSTALLER: I , W IDE AND'QQT - iNs rALLATION. ANCHOR SEE TABLE 1 BEHIND FIN BY INUALLER �,,! HORIZON rALSECTION TYPICAL FIN ANCHORAGE HEAD AND SILK. SIMILAR FOR FIN INSTALLATION NOTE: ADD-riONAL THRU-FRA{11E ANCHORS SAS SHOWN IN DET. B/5) REf U AT MTG RAIL. SEE SHEET 4 ANCHOR LAYOUT. PERIMETER SEALANT--�r � We INSTALLER INSIDE AND ou'r D. I-IORIZ N rAL SEG riw _ M [SOX FRAME INSTALLATioN SIMILAR FOR HEAD AND STILL FOR BOX INSTALLATION FLANGE REMOVAL: NOTE: PARTIALLY QR FULLY REMOVINGTHE FLANGE, UP TO AND INQLU )INC A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE OAQLK {S APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. � t WINDOW sy$IrEms 1900 SW 44TH AVE. CICALA, FLORIDA 34474 vvww.CW5-co 6100 PVC SINGLE HUNG IMPACT ( co UJ �r.� i:� CC 174 I tx: p > W cr, C) U ` I ` Uu I z cr Q _._ ��` qI E44a fer,, ,'r'AT Ii £fir- ;i44 I4 .. . r O i SIM artE Al�� I 1/11/2015 LUCAS A. TURNER, P:E: FL PE it, 58201 1235 JABARA AVE. NORTH POR"T", FL : 4288 PH. 941-380-1574 3HEET uEsan PrtQtl;_.__ INSTALLATION DETAIL`, 5RK4VN' I3Y;w DATE EMK Q5f2Gi'I CWS -1068 ! B _ _ I SHEET I .1,2 5 OF 5