Loading...
HomeMy WebLinkAbout5436 10th St (2)Permit # - BAR-004444-2022 Field Condition Revision bTrebArc 'architecture design — studio r September 26, 2022 Zephyrhills Building Department 5335 8th Street Zephyrhills, FL 33542 813-780-0020 Re: Historical Renovation for: 5436 10th Street Zephyrhills, FL 33542 Plan Revision Narrative — Permit # BAR-004444-2022 Page 1 Structural 1. Second floor bathroom hamper closet and bifold door omitted per owner's request. Please see the A-1, A-2 and A-3 sheets within the Architectural. pdf digitally signed and sealed document for the proper coordination of the requested modifications. If you have any comments or questions, please feel free to call me direct. Sincerely, Eric Trebbien, Architect AR94258 1.954.240.2614 y; • •F .� m: AR94258 :w •: � Digitally signed by Eric R Trebbien DN: c=US, o=Florida, dnQualifier=A01410D00000181 A700 237200020 56, cn=Eric R Trebbien Date: 2G22.09.2610:12:36-04'00' TrebArc, Inc. 7501 NW 4t' Street #212e Plantation, Florida 33317 954.240.2614 nc a z�u omz oo� zu�m m W 0- r- oa U � 000 z�w p W u z=- O� Lu S) N = r u�= �< zul J � �z 0 ��u Z wE� -f Oz0 >oIL _1 W Lu p z Lu zzp z �zp Q nz LLJ U � Q p UiJ U Wz =o lu ,Z� aWIY N mo = U O ~CIS) 16 Lu z prU Ala U � � N W Nz�y W Q Q UQp �pz Aga N H z N Q fWlz� J ,l, OOpLu _m F?m w0-a w j Q a Z � N � U W ,'-LEz Wm� z r r uj�u UJ_ oQ� =a u*-o �oW r �UU o'er % U W zw- �_� W � o„p�o ?o � Ln FW U W Qqz zzo a�Lu �0Lu Q�z U w U Q N z o�� �ww W _a ova LLJ uj z �oW azw Lu C, =p LL = Q O u N N � Q LuW N W10 t LLJ Q 10 Lu a� LL, 0.� Op pdz LL �o a aQ woo pWu 11� J < Cl VZO LuL_ aoo 0 � J qQz aQz W NNp o�p )zp w- W�cb >o� o N �1,6 n-9 W =n 0 p !�gNERAJM CONSTRUCTION NOTES 1. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) AS INDICATED ON THIS SET OF DRAWW36 UNLESS NOTED OTHERWISE 2, DEPOSITS AND FEES: DEPOSITS FOR UTILITIES INCLUDING WATER METER, TELEPHONE AND ELECTRICAL SERVICE TO BE MADE BY THE GENERAL CONTRACTOR PERMIT FEES, AS REQUIRED, SHALL BE PAID BY 114E CONTRACTOR FOR THAT PORTION OF THE WORK 3. GENERAL. CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER, AND SANITARY FACILITIES AS REQUIRED FOR THE DURATION OF CONSTRUCTION. 4. PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE PLANS. WRITTEN FIGURES INDICATING DIMENSIONS SHALL BE USED INSTEAD OF SCALING THE DRAWINGS. MEASUREMENTS BY SCALING SHALL NOT BE USED AS DIMENSIONS TO WORK BY. FIELD MEASUREMENTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR SHOP DRAWINGS MUST BE FIELD VERIFIED. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OR RESTRICTIONS HAVING: JURISDICTION. GENERAL CONTRACTOR SHALL PROMPTLY NOTIFY ARCHITECT UPON THE OBSERVANCE OF ANY VARIATION BETWEEN THESE DOCUMENTS AND ANY APPLICABLE CODES OR ORDINANCES. 6, ALL CONSTRUCTION MATERIALS SHALL BE NEW AND SHALL BEAR UNDERINTER'S LABELS WHEN APPLICABLE I. ALL PIERS, SUPPORTS, SHELVING, FOUNDATIONS, ANCHOR BOLTS, HANGERS, WHICH ARE REQUIRED BY A SUBCONTRACTORS FOR THE SUPPORT OR HANGING OF THEIR EQUIPMENT SHALL BE SUPPLIED BY THE CONTRACTOR REQUIRING SAME. 8. FOR CONVENIENCE IN DESCRIPTION 4 AS A STANDARD FOR GRADE, TYPE, QUALITY AND PERFORMANCE CHARACTERISTICS, PROPRIETARY NAMES ARE INCLUDED WITH SOME DESCRIPTIONS. THIS DOES NOT IMPLY ANY PREFERENCE TO A PARTICULAR MANIFACTURER, BUT MINIMUM REQUIREMENTS, WITH FINAL. DECISIONS BEING MADE BY THE OWNER AND ARCHITECT. 9. ARRANGE FOR SUITABLE STORAGE SPACE FOR MATERIALS TO PREVENT INCLUSION OF FOREIGN MATERIALS AND DELIVER AT SUCH TIMES AS NOT TO INTERFERE WITH OTHER OPERATIONS. MATERIALS ON SITE SHALL BE KEPT IN UNOPENED, ORIGINAL CONTAINERS OR PACKAGES THAT BEAR IDENTIFYING LABELS WHICH ARE NOT TO BE REMOVED UNTIL THEIR IMMEDIATE USE. PROTECT ALL MATERIALS FROM MINOR ABRASIONS AND HANDLE MASONRY PRODUCTS WITH CARE TO PREVENT CHIPPING AND DAMAGE. 10. GENERAL CONTRACTOR SHALL REMOVE ALL CCNSTRUCTION DEBRIS FROM THE JOB SITE 4 LEAVE BUILDING BROOM CLEAN, ALL GLASS SHALL BE THOROUGHLY CLEANED AT COMPLETION OF WORK ANY PAINT SPECKS 4 OTHER WNSTF41CTION MARKS SHALL BE REMOVED FROM ALL FINISHED SURFACES. 11. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP TO BE FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED IN A TIMELY MANNER WITHOUT ADDITIONAL CHAR 3E. THIS SHALL INCLUDE ELEMENTS WHICH ARE DAMAGED BY SAID DEFECTS. 12. ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF IOW PSI, OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 13. ALL METAL USED FOR CONNECTING WOOD MEMBERS SHALL BE GALVANIZED. ALL NAILS, BOLTS OR OTHER METAL CONNECTORS SHALL BE GALVANIZED OR SHALL BE CORROSION RESISTANT. C311INSERAL NOTIES L GOVERNING CODS: FLORIDA BUILDING CODE (FBC 20116TH EDITION). ANSI / ASCE 1-10 FOR WIND LOADS. (115 MPH WIDESPREAD EXPOSURE 'C`) 2. REFERENCE STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION IN EFFECT ON THE BID DATE OR DATE OF OWNER - CONTRACTOR AGREEMENT UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. 3. NOTES- NOTES ON THE INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER STRUCTURAL NOTES ON THIS SHEET. 4. SPECIFICATIONS, REFER TO THE SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND THE STRUCTURAL DRAWINGS 5. ARCHITECTURAL: REFER TO THE ARC14MCIURAL DRAWINGS FOR ELEVATIONS, DOORS, WINDOWS, NONBEARNG WALLS, CURTAIN WALLS, ELEVATORS, STAIRS, SLOPES, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, ETC. 6. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PLANS, SPECIFICATIONS, REFERENCE STANDARDS 4 GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERL ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH WORK. 1. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES. IN NO CASE CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 8. OMISSIONS/CONFLICTS: IN CASE OF OMISSIONS AND CONFLICTS BETWEEN THE PLANS, SPECIFICATIONS AND SITE CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK S. CONTRACTOR RESPO MLITIES. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY AT THE SITE AND FOR THE STRENGTH AND STABILITY OF ALL PARTLY COMPLETED STRUCTURES. 10. LOAD LIMITS: LOADS ON THE STRUCTURE SHALL NOT EXCEED THE DESIGN LOADS SHOWN UNDER "DESIGN CRITERIA". 11. SUBMITTALS: WHERE SHOP DRAWINGS, MILL TESTS, OR OTTER ITEMS ARE REQUESTED, SUBMITTAL SHALL BE MADE TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION IN THE STRUCTURE, UNLESS SPECIFICALLY NOTED. 12. AL.TERNATE& ALTERNATES FOR SPECIFIED ITEMS SHALL BE SUBMITTED TO ,ARCHITECT FOR APPROVAL. CONTRACTOR SHALL BUDGET FOR ARCHITECTURAI-64GINEERING FEES ASSOCIATED WITH THE REVIEW OF THESE MATERIALS, GENERAL. PROJE.CT NOTsS 1. ALL EXTERIOR WALLS TO HAVE 5/8" 6"15 OVER R-4.1 FOIL BACK INSULATION TO UNDERSIDE OF STRUCTURE. 2. COMBUSTIBLE MATERIALS ARE PERMITTED IN THE PLENUM SPACES. 3. PVC IS ALLOWED TO BE USED IN THE PLENUM SPACES. 4. EXISTING BUILDING SHELL AND ENTRANCE SHALL COMPLY WITH NFPA 101 AND FACBC CURRENT ED. ALL NEW INTERIOR BUILD -OUT SHALL COMPLY WITH NFPA AND FACBC CURRENT ED. 5. ALL FLOOR LEVEL TO COMPLY WITH FBC. NO CHANGES OF LEVEL SHALL EXCEED 1/2" ON AN ACCESSIBLE ROUTE. 6. THE LAYOUT AND DESIGN OF SPACES DEPICTED IN THESE PLANS COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 1. CONTRACTOR TO PROVIDE SUBMITTALS FOR ARCHITECTS AND OWNERS APPROVAL PRIOR TO PURCHASING / INSTALLING ANY AND ALL HARDWARE S. ALL DIMENSIONS ARE TO FINISHED FACE OF G.LU.B. UNLESS OTHERWISE NOTED. WHERE DIMENSIONS ARE NOTED TO BE "CLEAR" OR "MIN." THEY REFER TO THE FINISHED FACE OF WALL. S. PROVIDE WOOD BLOCKING: IN WALLS FOR SHELVING, MIRRORS, AND CABINET WORK AS REQUIRED TO ACCOMMODATE INSTALLATION. COORDINATE WITH CABINET MANUFACTURER AND OWNER PRIOR TO ANY CONSTRUCTION. SEE DETAIL ELSEWHERE. 10. ALL WOOD BLOCKING AND FURRING SHALL VERIFIED PRIOR TO INSTALLATION 11. FIRE EXTINGUISHERS SHALL BE LARSEN'S MODEL No. MP-10, SCOI=p OF WOR< THIS PROJECT IS A COMPLETE RENOVATION OF A HISTORIC SINGLE FAMILY HOME IN THE TOWN OF ZEPHYRHILLS, WITHIN PASCO COUNTY, FLORIDA, MECHANICAL WORK SHALL CONSIST OF (U COMPLETE 3.5-TON AIR CONDITIONING SYSTEM ELECTRICAL WORK SHALL CONSIST OF A COMPLETE RE -WIRE TO A NEW RECESSED INTERIOR PANEL ON A NEW 200 AMP SERVICE. PLUMBING WORK SHALL CONSIST OF NEW SANITARY AND SUPPLY LINES CONNECTED TO EXISTING CITY WATER AND SEWER LATERALS. STRUCTURAL WORK SHALL INCLUDE RELOCATION OF ONE WINDOW, REMOVAL AND INFILL OF 3 WINDOWS, AND NEW FLOOR PLAN LAYOUT WITH WOOD FRAMED PARTITIONS. SPRAY FOAM INSULATION ON ALL EXISTING EXTERIOR WALL TO INCREASE RIGIDITY AND NEW GATT INSULATION IN THE ATTIC. EXTERIOR WOOD SIDING TO BE CLEANED AND REPAIRED. REPLACED PANELS TO MATCH EXISTING IN SIZE AND TYPE. PAINT COLORS TO BE SELECTED FROM THE TOWNS PALLET OF APPROVED COLORS FOR HISTORIC PRESERVATION. IN0rzx OF DRAWINGS CS-1 COVERSHEET AND GENERAL PROJECT INFORMATION D-1 DEMOLITION PLAN A-1 FLOOR PLAN, LEGEND, DETAILS AND NOTES A-2 REFLECTED CEILING PLAN, LEGEND, DETAILS AND NOTES A-3 DOOR AND FINISH SCHEDULES, DETAILS AND NOTES M-1 MECHANICAL PLAN, LEGEND AND NOTES M-2 MECHANICAL SCHEDULES AND DETAILS E-1 ELECTRICAL POWER PLAN, LEGEND, DETAILS AND NOTES E-2 ELECTRICAL LIGHTING PLAN, LEGEND AND NOTES E-3 ELECTRICAL PANEL SCHEDULE AND RISER P-I PLUMBING SANITARY PLAN, NOTES AND RISER P-2 PLUMBING SUPPLY PLAN, NOTES AND RISER T-1 PROPERTY INFORMATION AND NOTES 6-1 STRUCTURAL REPAIR LAYOUT AND DETAILS N-1 STRUCTURAL NOTES PROPIRT T NESVR I PT I ON: PARCEL "11-26-21-0010-13100-01SO LEGAL DESCRIPTION: CITY OF ZEPHYRHILLS PB 1 PCs 54 LOTS IS 4 20 BLOCK 131 BUILDING DEPARTMENT INFORMATION JURISDICTION: ZEFHYI;; r41LL5 BUILDING DEPARTMENT 5335 8TH STREET ZEPHYR14ILLS, FLORVA 33542 813-160-0020 EGO1rIEERNING CODE: IDA BUILDINGCODE, BUILDING: 2020 1TH EDITION IDA BUILDING CODE, MECHANICAL: 2020 1TH EDITION 10 NATIONAL ELECTRICAL CODE: NEC 2015 EDITION BUILDING DATA SUMM04RY BUILDING CONSTRUCTION: TYPE V-B, UNPROTECTED AIR CONDITIONED FLOOR AREA: 1,520 SQ. FT. TOTAL AREA: 1,1320 50. FT, MULTI -PURPOSE ABC, COMPLETE WITH MOLTING BRACKET, OR APPROVED SIMILAR. 12. CONTRACTOR TO VERIFY FIRE EXTINGUISHER LOCATIONS WITH FIRE MARSHAL BEFORE INSTALLATION. 13. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION OR INSTALLATION OF ANY ITEM. 14. BUILD OUT SHALL COMPLY WITH F$.C. 201-1 6th EDITION FOR FABRICATION OR INSTALLATION OF ANY ITEM. 15. REFER TO PERMIT DRAWINGS ON FILE WITH THE MUNICIPALITY FOR SHELL BUILDING AND SITE INFORMATION. a 16, EXIT DOORS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE, NFPA 101, SECTION 'i2.15 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE. VERIFY WITH BUILDING SHELL DESIGN. WIDTH OF EDGE STRIP (a) IN FEET = 8 SI,IILDING DATA BUILDING 00DI SUMMARY APPLICABLE CODE : FLORIDA BUILDING CODE 2020 (1th EDITION) OCCUPANCY TYPE: GROUP R3 - RESIDENTIAL (SINGLE FAMILY) GROSS BUILDING SQUARE FOOTAGE : +/- 1,520 S.F. BUILDING HEIGHT : 2 STORY - 30'-011 CONSTRUCTION TYPE: TYPE V-B, UNPROTECTED THIS RENOVATION CLASSIFICATION 16 A "LEVEL 3 ALTERATION" OCCUP04NCY SUMMARY USE AREA 5F, R - RESIDENTIAL 1,520 WIND VELOCITY (MPH) 140 IMPORTANCE FACTOR 121 EXPOSURE CATAGORY C INTERNAL PRESSURE Co +I- 0.15 MEAN ROOF HEIGHT (FT) +/- 30 BUILDING WIDTH (FT) +/- 25 BUILDING LENGHT (FT) +/- 35 ROOF SLOPE (X:12) S .���I"n�Mwp��l •.l,IIN north Single Family Renovation for: Historic Property 5436 10th Street Zephyrhills, Florida 33542 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, DEC 0 8 202 NATIONAL ELECTRIC CODE, REVIEW DATE AND THEOI-1 Y OF ZEPHYRHILLS CITY OF ZEPHYRHILLS ORDINANCES PLAN EXAMINER r L00,40MON O ' EXISTING PROPERTY SITE LOCAT I Oil MAP SCALE: NOT TO SCALE LOCATION o rEXI ST INCH PROPERTY ArmR I AL SCALE: NOT TO SCALE a N00 -Q N rn N� U '2 Treb Arc, Inc arch itecturedesigristudio 7501 NW 4th Street #212e Plantation, FL 33317 954.530.1765 OF FL I`V •ee••�I rn' �✓ '. AR94258 :�40 Digitally signed by Eric R Trebbien DN: c=US, o=Florida, dnQualifier=A01410D0 0000181A70023720002 C156, cn=Eric R Trebbien Date: 2022.09.26 10:11:00-04'00' O 04 It O Ln d--, `' , M CU O O = O 0 � �N O LL V j co LL = U >+ sy -C CL i33 O N W REVISIONS: RELEASED FOR: PERMIT DATE: 7/6/2022 PROJECT MGR: DH PROJECT: 22140 J 'Q p�z (II LU N w r n= U=� � rQQ O o�u nw r N X nL' Z = U N = V q Q �D _ orb J Z ciwU � Z � O w w T 'D LL � fK t0 w +- z�� °o° LL lup? aww motgi-= £n n 4 =�0 U�Q Qa� �w w w � � J q�0 w iU Ul 'pw Boa rz one zN� Zu w LLI N >a C) a �a LL �Ul 1-- Q LLLu U�LL w0 Unz Q (�U LU ~u= �a =w aQ� �_`� w aw nz NY�7 O Q, �L1w Q +Fit= LLIw p�4 FQ12 LLI LU z� won ?n� u� t-3t3w N �U� -w zw w tz w CFO w~ 4 �LUyQn aQ Q } LU Z�fY aLL� n wL0 n Lu LL J lu �zF nu a�cti dz �w n � COL o- w=,6 Ut.O >O— (Y �r Q �ti 0 U J� (LLL{� � Q N N jY dj n w tt (L W =fin t- u a n 4 o� z� 113� 01i ~ 0 �e ul pz Lw �3>-o 6�3 ?C =S OWU 3F N W Q N �u ko�` u� N � W N 2139 N w U �Z =ut�w LL 6, � w N LL X: ~ 'o �zp Q � z 66 uwU Z w*-o �Q Q� Lu ,z- n'-tsy,� Q W W wp53 � To Q�, Lu �vo NWT r � 6 urp W w-ciz .�Q �Q wulT a�m N 1O Z � Q p _ o C' z,ow «- u N fL Lu isW Q fL z In Q+� U w z W N � U U w �QO u�o =oo i�-u w 0 � a Q *� W � w� p W U z ";EL uILPu _z 1- IV IR o=� LuL W W t� fz Q u„ w{pw o"i W O D p N U fpuIn z � :� O nQ w ta,L0 p mw u oo ,1 s ;z *- Q�jz O O p pU p�� Q Q g IOU Lu �zn ww,6 u:1:I �o Q N u �w'a -a F O p WOOD BLOCKING AS REQUIRED L XTERIORSUFfS 6F1 3/4" PLYtID. CONSTRUCTION TO BE DETERMINED } � TYPICAL BY TENANT lu „ — ADJ. SHELF W/ i ECESSED �pp STANDARDS 1�R% ALL FINISHES, PLI;u HDWR, GYPBD. SIXES, WITHUMBING, ARCHITECT AND TENANT WOOD BLOCKING AS REQUIRED PRIOR TO C-ONSTF41CTION — FACE of PARTITION GAPS TOTYPICALFE f/S" DOOR 1 DRAWER PULLS TO FE BY TTENNANTEWT 4" KICK PLATE — 4" BACKSPLASH WOOD FLOCKNG AS REQ'D. WITH PLYWD. CONSTR. BASE W/ uppraR CABINETS SCALE: N.T.S. NOTE: ALL EXTERIOR SURFACES TO BE DETERMINED BY TENANT NOTE: VERIFY ALL FINISHES, PLUMBIWG, HDWR, CaYi'.BD. SIZES, WITH ARCHITECT AND TENANT PRIOR TO CONSTRUCTION GRANITE OR LAMINATE 24" COUNTER TYP. ON ALL EXPOSED SURFACES 4 EDGES. S.d PROVIDE 4" SPLASH - .9 I �Ic — DRAttJERIII 1!2" BACKING W/ PLAS. LAM. PLAS. LAM. ON ' f- 3/4" SHELF I ' RECESSED ADJ. MET p STANDARDS W/ SUPPORTS. � 1 I 1 CV i /-IX3 P.T. WD BLK'G- 2X4 CONT. P.T. A TYPICAL LOWER CABINET WITH DRAWER 24" 5 TYPICAL LOWER CABINET COUNTER 1" '(I L.1.LUOR G Da'Co4 i J...S SCALE: N.T.S. 4 EXTERIOR WOOD BLOCKING AS BEMIRED SURFACES 3/4" PLYWD. CONSTRUCTION TO FE DETERMINED T YPICAL BY TENANT ADJ. SHELF W/ RECESSED STANDARDS ER ALL FMISFES, FLUMFIN HDM GYP.BO. SIZES, WITH ARCHITECT AND TENANT WOOD FLOCKING AS REQUIRED PRIOR TO CONSTRUCTION FACE OF PARTITION SINK (TO FE DETERMINED) 4" BACKSPLASH GAPS TO BE I/8" WOOD BLOCKING TYPICAL AS REQ'D, DOOR 1 DRAWER , PULLS TO 13E TSHELF kf.;;ECjES6ED TENANT �A PLYWD. CONSTR 4" KICK PLATE FULI. SING BASS W/ UPPERS SCALE: N.T.S. ►% NOTE: NOTE; VERITY ALL FINISHES, PLUMBING, ALL EXTERIOR HDUJR, WFSP. SIZES, WITH SURFACES ARCHITECT AND TENANT TO FE DETEF41NED PRIOR TO CONSTRUCTION BY TENANT = 18" OR 24" SEE ELEV. GAPS TO BE TYPICAL DOOR 4 DR4 PULLS TO FE DETERMNED CAM liar' DETAIL, SCALE: N.T.S. 4" BACK.SPLASH WOOD BLOCKING AS REQ'D. ADJ. SHELF WITH WHEREREECESSED ARDS AAICA�FI_EE 3/4" PI.YWD. CONSTR 4" BASE (TYPICAL) TYPICAL STUD PARTITION WALL TYPICAL 2 X 6 WOOD BLOCKING (3 AS SHOUIN) SCALE: M.T.S. PROVIDE 2X4 FIRE RETARDANT WOOD BL.00KIWG AS REQUIRED FOR 15ACKIw3 CUT PART OF STUD LEG 4 LAY FLAT (2) SCREWS THROUGH GYP. BD, INTO FACE OF BLOCK'G. (2) SCREWS INTO END OF BLOCK'G. THROUGH MTL. STUD. SCREWS AT 12" O.C.'S. HOR17-, TYP. MAX. SCHEDULED PARTITION or *Tofm 151ILmoo<ING SCALE: P = 1'-0" C a> co �Q w Treb rc, Inc architecturedesignstudio 7501 NW 4th Street #212e Plantation, FL 33317 954.530,1765 OFco F� �Q' �• �, TRFe�;� �� .9 AR94258 .' R A� Digitally igned by ErIc,R Trebbien _; DN: c=US, o=Florida, 4QuaIifier=A01410D00 000181A70023720002C 156, cn=Eric R Trebbien Date: 2022.09.26 10:11:32-04'00' lt.l w w S w L7 C�6 0 Ca L LF11111, TA LE = READING CLOSET I NOOK -------------- ; cv dN' 1100, - ._ M W - - - C tt? t j� /� _ _ t O t - A/C ARMOIRE D ' - A/G i n ' ` --�' N CM N HA5 n" X 34" „� N READING --------------- HA5 8 -� fi Ri Ncc _\ NOOK CLT N > Q CLOSETLL Z 0 (93 LU w4L.L. LAGEND o'er' vi N _� POIIJDER - BEDROOM 3 � _ = a Cu cV t IT EXISTING w FAMILY RM '�° /w = � X N `U // L _ � s 0O EXISTING PARTITION - - ( T j cv X �' - 92 EXISTING WOOD FRAME ,[� D w �, \, J QUEEN " �- �.t M Cm EXISTING WOOD FRAME INTERIOR WALL -' (2 -' �' MTiRE56 N EXTERIOR WALL TO REMAIN wi I/2" GWB BotH sID>=s �' v `" @ �" X aoll Rib SPRAY FOAM INSULATION W/ 1/2" GWB ON INTERIOR = LLB N LL �62FUZ NEW PARTITION NEW PARTITION 1 JTOI�- 1��-L�II JLEE�� 2X4 2X4 U I ' MIL/Vi./ Ir7 YIL�Vi.i� I IQ II V II INTERIOR WALL INTERIOR LOW WALL J W/ I/2" GwB BOTH SIDES w/ 1/2" GWB BOTH SIDES s ��� 11 ►•�` I\1t.;��i� ::War • _iri! a •ri rAll• r •— + r e - — I� a i A, i.7 � • Oil r . �I�t. Il•�s ,: ri\•i. ►ia '/•v w'%i••.. _ \� 'ram_ �.�' • i1► ••'r �i - - II7 I r •Ir • •' •J' • .rr - FIRST FLOOR. yj tlortIn SECOND FLOOR SCALE:1/4" = 1'-0" QField Condition Revision DATE: 09/26/2022 REVISIONS: RELEASED FOR: PERMIT DATE: 7/6/2022 PROJECT MGR: DH PROJECT. 22140 A-1 a aQa K'qw Lu U 14 Q= og� �zi W xm w-jp Lu + u� o=� Lu 13 Q fl .� �o� o~O �a w _ tt1 w f-- �o� Wz ?-flu �ww �zQ a Qao aqo Q�� QI� Quo dNO p � Q U�p Nz� uuiiQQ t3Q 0 wflw -�wz So - ix Z- O Ez LLI >fl o- a Z � N Q�W �z _= n Q q u- w R UFO ufflt© lu 13 o+ LU ' u U w zz ut � lu q0Q w fl Ew� N�Q �flw �g t=- h U w � wok W= ©_ wwQ Q U Q w �(Qw O� uj zw w O �j fl '- z zQ U N � � d uy Lu ?Ox Z=z lu a� a� ofl Q�Q L � pQz u- Q' z O Q aw� N w�0 w� u°o afy oa o�u fl pwz ata� z flQ zFas � N Q luzz >O� u�jOU 0- �w =�fl Q_ NU) U W TrebArc, Inc architecturedesagnstudio 7501 NW 4th Street #212e Plantation, FL 33317 954.530.1765 ° �� ° TR 9 a • • co 41! At94258 :itw 0. Ole 0000 RORCN Digitally�signett'tc R Trebbien C4 f- wj ROOF BELOW DW c=US, o=Florida, d,pualifier=A01410D00 000181A70023720002C X 156, cn=Eric R Trebbien Date: 2022.09.26 10:11:46-04'00' ------------- s i _ � I ------ C MUD RM. o CEIL. EL . KITCHEN110 BAT oaM i CEIL. EL.: +/-l1 -411 AL AL ® BEDROOM 2 r- CEIL. EL: +/-S -1-1/2 O O ATHRODM Z + -0 z MASTER BEDROOM r, FAc � -� c �' N m CEIL. EL: +/4-3" — �U ltl ' ry 11 —! DINING u W® c I ATTIC 1• _i v 1 ACCESS CLOSET w + -��' L 4UNDRY ---------------- 7777 CLOSET FA 40- CLOSET M FAMILY RM %n � aa) Cu tOPEN + w o a Z. -0 POWDER -i + z v o -- B CEIL. EL.: +/-8'-3" w w W o u- i \ Lu LL Lu a 0 CD 1.3 v LOFT u I CEIL. EL.: a) 0 FZ]c S BEDROOM 3 ® 0 t!1 X X X PORCH ROOF BELOW FIRF FLOOR 5ECONE) FLOOR Field Condition Revision (� DATE: 0912612022 REVISIONS: RELEASED FOR: PERMIT DATE: 7/6/2022 PROJECT MGR: DH PROJECT: 22140 A�2 SCALE: 1/4" - 1'-0 -2 4, north Q �e u �mz o- a�a oQ� l� N U4 0[ N pz W � "tea �pU w X Lu o=� U U N W Q N � � F ~uui U F- 4 IL IL 4 ? U z IV 0�W�W J � 3 mz v>w3 @z z:Lzl: aww �zz F-p Q `-' z z w0 LU z a� oW? �z p� W Qp� zoo amp N w �LLa o u L� N?� uxt4� wpw a0m i$ z�a p >�Ez q It Z N w � ~ 4 Z� W � ua �a �tjz �o Z�� w�vu w t-uz �aLu K toi tfly" 15 zpz a�u �Gu O�q �z �$ C 1y W IY� �wu z�o Q�w In Lu �pw �d� O� Q J Z ('3 z zoo= z >r uj 3 W o~ tY 4 W W N W w apt�ii zLu uaop �pQ s U N `visa U Q k,,w� zo�a Lu w z� 0. Op q I<L �a �Qa w a p 3 J o_3 Qo> 0 4z Q�z p aqz L' W zwo o z Cl q z wp w w � u�o >o- Nou Qu z �(YN p Kz $L. gip DOOR TYPES A IB SWING SINGLE LOUVRED BI-FOLD HARDWARE SCHEZ)UL E A - ENTRY 4211D ALIKE 15 - MVACY C DOUBLE LOUVRED BI-FOLD D BARN -STYLE DOOR / HARDWARE SPECIFICATIONS CONTRACTOR TO PROVIDE SUBMITTALS FOR OWNERS APPROVAL PRIOR TO PURCHASING / INSTALLING ANY AND ALL HARDWARE C - PASSAGE D - DI,N"Lh'1Y / P U- KNOB 1. PROVIDE HINGE STOPS AT ALL EXTERIOR DOORS. 2. ALL NEW DOORS TO 6E PAINT GRADE, PRE PRIMED WITH 2 COATS OF PAINT, 3. OWNER TO DETERMINE PAINT COLOR AND STYLE OF ALL DOORS. DOOR SCHODULAS MARK TYPE SIZE (W x H) FRAME MATERIAL 14ARDWAM FINISH REMARKS 0`l $ 2'-•4" x 6'-8" WOOD WOOD D PAINT � 2 V A 2'-6" x 6'-8" WOOD WOOD $ PAINT U A T-6" x 6'-8" WOOD WOOD B PAINT U C 6'-0" x 6'-8" WOOD WOOD D PAINT 5 U D 2'-1" x 6'-8" --_ WOOD --- PAINT WOOD BARN -STYLE DOOR WITH MANUFACTURER'S HARDWARE KIT (o'-8" --- WOOD --- PAINT WOOD BARN -STYLE DOOR WITH MANUFACTURER'S HARDWARE KIT 07 A V-6" x 6'-8" WOOD WOOD B PAINT C 5'-0" x 6'-8" WOOD WOOD D PAINT -S" WOOD WOOD B PAINT 00 1 OMITTED 5'-0" x 6'-8" WOOD WOOD D PAINT 42 A 2'-6" x 6'-8" WOOD WOOD B PAINT 13 C $'-0" x 6'-8" WOOD WOOD D PAINT REPAIR ALL EXISTING DOORS TO WORKING n Ex _ _ _ 2'-4" x 6'-8" WOOD WOOD /GLASS A PAINT CONDITION. REPLACE ALL BROKEN GLASS TO MATCH EXISTING. HARDWARE TO BE APPROVED BY TOWN OF ZEPHYRHILLS PRESERVATION BOARD WINIPOW NOTES (/w REPAIR ALL EXISTING WINDOWS TO WORKING CONDITION. REPLACE ALL BROKEN GLASS TO MATCH EXISTING. 0W _0T ANY REPLACED HARDWARE TO BE APPROVED BY TOWN OF ZEPHYRHILLS PRESERVATION BOARD OG WIINDOW 'G' TO BE RELOCATED OVER THE KITCHEN SINK. SEE DEMOLITION AND FLOOR PLANS FOR EXACT LOCATION. REPAIR AS REQUIRED. R00rwl FINISH SC.HW.";ULr= TAG LOCATION FLOOR BASE WALL$ CEILING REMARKS ENTRY / STORAGE VINYL WOOD PAINT - I GWB FINISH SELECTION NOTE: CLIENT TO REVIEW AND APPROVE ALL FINISH SELECTIONS PRIOR TO FINALIZATION OFCONTRACTOR / CLIENT AQ;MEMENT TO AVOID DISCREPANCIES IN COST. FINAL FINISH SELECTION IS THE RESPONS181LITY OF THE CLIENT. POWDER ROOM TILE -1 TILE PAINT - I CsWB FAMILY ROOM / DINING VINYL WOOD PAINT - 1 GWB KITCHEN VINYL WOOD PAINT - I GWB MUD ROOM / PANTRY VINYL WOOD PAINT - I GWB MASTER BEDROOM VINYL WOOD PAINT - I GWB BATHROOM I TILE -1 TILE PAINT - 2 / TILE 2 GWB STAIR VINYL WOOD PAINT - I GWB LOFT VINYL WOOD PAINT - i GWB LAUNDRY VINYL WOOD PAINT - I GWB BATHROOM 2 TILE -1 TILE PAINT - 2 / TILE 2 GWB BEDROOM 2 VINYL WOOD PAINT - I GWB $EDROOM 3 VINYL WOOD PAINT - I GWB FLOORING. WALL BASE TILE I - WOOD - 16" X 16" CERAMIC TILE WITH 1/6" GROUT 6" HIGH SOLID WOOD GROUT 4 TILE COLOR AND STYLE T.5D. 5Y OWNER OR EQUAL. PROFILE T.SD. BY OWNER VINYLI-COI,�ITERTOPS � 4" ��ci<SPL>4SH VINYL PLANKS COLOR AND STYLE T BD. BY OU�iI=R GRANITE GRANITE SLAB TO 5E SELECTED 5Y OWNER CEILING / WALL WALL ,AND DOOR FINISH DRYWALL (GWB) PAINT-1. SMOOTH LEVEL 4 DRYWALL FINISH W/ PAINT FINISH FINISH WALLS AND CEILING BENJAMIN MOORE (OR EQUAL). COLORS TO BE DETERMINED PAINT-2: LEVEL 4 DRYWALL FINISH W/ PAINT FINISH BENJAMIN MOORE (OR EQUAL). COLORS TO 5E DETERMINED TILE 2 - CERAMIC WALL TILE WITH 1/8" GROUT GROUT t TILE COLOR AND STYLE T.B.D. . ALL FRAMES AND WOOD TRIM TO BE SEMI -GLOSS PAINT 5ENJAMIN MOORE (OR EQUAL). COLOR TO 5E DETERMINED . ALL DOORS TO 5E PAINT GRADE (OR EQUAL) WITH PAINT FINISH PROVIDE FULL IBEAI OF SEALA BETWEEN BUCK AND FRAMING j i r-m om- in,r-mm%rinwn umom-1- = U2" GYP&JM UALLBOARD (OR EMAL) EXT. INT. t1'P I CAS. BUCK, %' STA I LS SCALE: NOT TO SCALE WOOD SIDING R-16 SPRAY FOAM INSULATION GYPSUM WALL BOARD Xb P.T. WOOD BUCK FILLER ANCHORED W/ 1 1/2" CASE HARDENED NAILS 4" FROM ENDS t * 6" O.C. 5TAC<iERED. THE WINDOW SHALL BE SECURED TO THE STRUCTURE THROUGH THE BUCK IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT APPROVAL AND SPECIFICATIONS. PROVIDE FULL BEAD OF SEALANT BETWEEN BUCK AND FRAMING °ROVIDE FULL BEAD OF SEALANT AT ALL '-DGES BETWEEN STUCCO AND WINDOW 'RAMS AFTER STUCCO HAS BEEN PANTED. ON C CDco .0 rn em I- Q U W TrebArc, Inc arch itectu redesignstud io 7501 NW 4th Street #212e Plantation, FL 33317 954.530.1765 ` OF FAO T R F%;, � . U AR94258 Digitally ign R Trebbiert DN• wqLIS, o=Florida, do,Qualifier=A01410D0( 000181A70023720002C 156, cn=Eric R Trebbien Date: 2022.09.26 10:12:00-04'00' 7Y O C 4 M > a 0-4- Qz LLL � � 0 Ix •L S` in FE n t6 N m = L U5 i tm a) N trC� VJ QField Condition 1 Revision DATE: 09/26/2022 REVISIONS: RELEASED FOR: PERMIT DATE: 7/6/2022 PROJECT MGR: DH PROJECT: 22140 A-3