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HomeMy WebLinkAbout7886 Gall Blvd (3)ARCHTECT DesignTech International Architecture Planning 9 Inferior Design 14125 NW 80th AVENUE , SUITE # 303 , MIAMI LAKES, FLORIDA 33016 TELEPHONE: (786) 235-9097 FAX: (305) 821-5911 www.dtlarchitect.com AA 26001933 GENERAL NOTES 1. QU,4LIT`r 456URANCE; A) USE ADEQUATE NUMBERS OF SKILLED WORKER-5 WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY GRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METH005 NEEDED FOR THE PROPER PERFORMANCE OF THE WORK OF SPECIFIED HEREIN. B) ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FLORIDA BLDG. CODE 2010 EDIT. C) COORDINATE DIMEN5ION5 OF ALL D150IPLINE5 WITH ARCHITECTURAL DRAWIN65. DO NOT SCALE DRAWING5 2. 5U51" IITTAL5- A) PRODUCT DATA: WHERE PRODUCT DATA 15 GALLED FOR, PROVIDE THE FOLLOWING AS A MINIMUM: 1) MATERIALS LI5T OF ITEMS PROP05ED TO BE PROVIDED UNDER SPECIFIC DIV15ION OF WORK. 2) MANUFACTURER5 SPECIFICATIONS AND OTHER DATA NEED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. 5) COLOR AND PATTERN CHARTS 5HOWIN(v COLORS AND PATTERNS AVAILABLE IN THE SPECIFIED PRODUCTS FROM THE PROPOSED MANUF. 4) MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ARCHITECT, WILL BECOME THE BA515 FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. 3. SITE CONDITIONS: A) MEASUREMENTS: VERIFY ALL DIMENSIONS ON DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS 15 REQUIRED. B) SURFACE CONDITIONS: EXAMINE THE AREAS AND CONDITIONS UNDER WHIGH WORK SPECIFIED WILL BE PERFORMED. CORRECT CONDITION5 DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UN5AT15FACTORY CONDITIONS ARE CORRECTED. C) COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO A55URE PROPER AND ADEQUATE PROV15ION IN THE WORK OF TH05E TRADES FOR INTERFACE WITH THE WORK SPECIFIED. 4. ACCEPTABLE 1" IANUFACTURER5: A) THE SPECIFIED MANJFACTURERS/PRODUCTS/5Y5TEM5 HAVE BEEN ESTABLISHED AS 5TANDARD5 OF QUALITY, FUNCTION AND DE516N. ALTERNATE MANUFACTURERS WHICH CAN DUPLICATE THE ITEMS DETAILED MAY SUBMIT SHOP DRAWINGS, EN&INEERIN6/PRODUGT DATA AND 5AMPLE5 FOR CONSIDERATION. 5. INSTALLATION/APPL ICATION- A) INSTALL THE WORK SPECIFIED HEREIN IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAWINGS, PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIE5 HAVING JURISDICTION, AND THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT, ANCHORING ALL COMPONENTS FIRMLY INTO POSITION FOR LON6 LIFE UNDER HARD USE. 1) ALL DETAILS AND SECTIONS SHOWN IN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR 51TUATION E1-5EHHERE IN THE PROJECT, EXCEPT OTHERWISE INDICATED. 2) ALL CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH EXI5TIN6 CONDITIONS, MATERIALS AND QUANTITIES PRIOR TO SUBMITTIN6 BID. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT IMMEDIATELY. 5) GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL DRAAIN65 FOR WALL MOUNTED AND CEILING MOUNTED DEVICES PRIOR TO INSTALLATION OF GEILIN6, AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR PROPER LOCATIONS. 4) IF CONTRACTOR/51,15GONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT 15 THE CONTRACTOR/SUBGONTRACTOR RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH FOUR COPIES OF THE PROP05ED CHANGES FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. 5) IN ADDITION THE CONTRACTOR/SUBCONTRACTOR 15 RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVAL5 FROM BUILDING AUTHORITIE5 FOR THE PROPOSED CHANGES, BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR/5UBCONTRACTOR ARE AL50 RESPONSIBLE FOR PROCURIN6 ALL NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 6) CONTRACTOR SHALL PROVIDE AND INSTALL THE GREATEST QUANTITY AND/OR BEST QUALITY OF WORK A5 SHOWN IN, GALLED FOR IN, OR REASONABLY INFERABLE FROM THE BID DOCUMENTS A5 REQUIRED TO OBTAIN THE FINAL RESULT AND CONFI6URATION GALLED FOR OR 5HOAN IN THE BID DOCUMENTS. (oCONSTRUCTION D0CUMENT6 INTENT: A) THE INTENT OF THE CONTRACT DOCUMENTS 15 TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT 15 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL: PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCI%ENT5 AND REASONABLY INFERABLE FROM THEM A5 BEIN6 NECESSARY TO PRODUCE THE INDICATED REE-A—T5. PROPOSED VACANT BUILDOUT AT ZEPHYR COMMONS SHOPPING CENTER SYMBOLOGY / LEGEND ELEVATION NUMBER DETAIL, SECTION OR OR PLAN NUMBER WALL SECTION NUMBER, BUILDING SECTION LETTER SHEET NUMBER DETAIL NUMBER SHEET NUMBER a NOTE NUMBER 0- UJINDOUJ NUMBER 0__ DOOR NUMBER A-REVISION NUMBER ROOM----RROOM NAME XXX ROOM NUMBER 116'-0" ELEV. DATUM POINT TRUSS BRG. COLUMN GRID D__NIJME3EfR OR LETTER NORTH ARROW ;6 U.S. HIGHWAY 301 & PRETTY POND ROAD ZEPHYRHILLS, FL 33541 PROJECT # 14025.01 I SCOPE OF WORK I THE SCOPE OF WORK UNDER TH15 PERMIT SHALL CONSIST OF PROVIDING A 5ET OF CONSTRUCTION DOCUMENT5 FOR A GRAY SHELL A5 DEFINED BY THESE DOCUMENTS. THE PROJECT CON51515 OF PUTTING UP A DEMISING WALL AND EMERGENCY LIGHTING SO THAT THE TENANT COULD PUT UP THEIR OWN SPACE. LEGAL DESCRIPTION LOT 3 AND THE SOUTH 29.12 FEET OF LOT 2, ZEPHYR COMMONS PHASE 1, ACCORDING TO THE MAP OR PLAT THEREOF A5 RECORDED IN PLAT BOOK, 62, PAGES 132 THROU-H 142, OF THE PUBLIC RECORDS OF PA5CO COUNTY, FLORIDA. PROJECT DIRECTORY OWNER: NORTH AMERICAN DEVELOPMENT GROUP 400 CLEMATIS STREET, SUITE 201 WEST PALM BEACH, FLORIDA, 33401 STRUCTURAL: J.A. MESSULAN 5121 ORDUNA DR CORAL GABLE5, FL PHONE: 305-665-5032 CONTACT: CARLOS CARD050 MEP COLWILL ENGINEERING CONSULTING ENGINEERS, INC. 4150 EAST ADAMO DRIVE TAMPA, FLORIDA, 33605 ARCHITECT: DESIGN TECH INTERNATIONAL ASSOC., INC. 14125 NW SOth AVENUE, SUITE 0303 MIAMI LAKES, FLORIDA, 3301fo PHONE: (186) 235-9091 CONTACT: William Romberg Cl VIL: AVID GROUP 2300 CURLEW ROAD 6UITE 201 PALM HARBOR, FLORIDA, 34683 PHONE: (121)185-9500 AIL WORK SHALL COMPLY WITH ALL G PUVXMG CODES, FLORIDA CODE AI�D CO D,NATIONALELT SORDINANCES CITY Oy i EpUZ'RHIL= 6,4f(AVJ le REvIEw Y CIS OF Z DINER Po NS EXP DEVELOPER: PROJECT SUMMARY 1. APPLICABLE CODES THE FOLLOWING BUILDING CODES, CURRENT EDITIONS UNLESS OTHERWISE SPECIFIED, WILL BE ADHERED TO: SCOPE YEAR / CODE BUILDING 2010 FLORIDA BUILDING CODE WITH 2O0q SUF'PLEMENT BUILDING 2010 FLORIDA EXISTING BUILDING CODE ACCESSIBILITY 2010 FLORIDA BUILDING CODE, CHAPTER II ACCESSIBILITY 2010 DEPARTMENT OF JU5TICE (ADA) LIFE SAFETY 2012 NFPA LIFE 5AFE7Y CODE 101 AND NFPA I FIRE PREVENTION 2010 FLORIDA FIRE PREVENTION CODE ENERGY FL EFFICIENCY CODE FOR BLDN6 CONSTRUCTION ELECTRIC 2011 NATIONAL ELECTRIC CODE PLUMBING 2010 FLORIDA BUILDING CODE, PLUMBING MECHANICAL 2010 FLORIDA BUILDING CODE, MECHANICAL GAS 2010 FLORIDA BUILDING CODE, FUEL GAS 11. ZONING DESCRIPTION: SEE THIS SHEET FOR LEGAL DESCRIPTION BUILDING DATA I. OCCUPANCY CLASSIFICATION 2010 FBC 2012 NFPA GROUP M, MERCANTILE (CHAPTER 3 SECTION 30e) MERCANTILE (CHAPTER 36) II. TYPE OF CONSTRUCTION CODE 2010 FBC 2012 NFPA TYPE OF CONSTRUCTION CsROUP M TYPE II-B NOT SPRINKLERED CHAPTER 6 MERCANTILE CHAPTER 36 CONSTRUCTION COMPONENT REQUIRED RATING 2010 FBC TYPE II-B Table 601 REQUIRED RATING NFPA TYPE 1/ (000) Table A.8.2.1.2 STRUCTURAL FRAME (0 hr.) (0 hr) EXTERIOR BEARING WALLS (0 hr.) (0 hr.) INTERIOR BEARING WALLS (0 hr.) (0 hr) EXT. NON -BEARING WALLS (20'<x<30') (O hr) (0 hr) INT. NON -BEARING WALLS AND PARTITION (O hrJ (0 hr.) FLOOR CONSTRUCTION (0 hr.) (0 hr.) ROOF CONSTRUCTION (0 hr.) (0 hr.) FIRE RESISTANCE RATINGS AT FIRE WALLS, CHASES AND PARTITIONS F.B.0 TABLE 302.3.2 F.B.0 707, *Minimum Fire Resistance of Walls and Partitions Shafts less than 4 stories 1 HR cupancl F1r�GSepaeok second floor N/A Fire Separation between Tenants 1 HR Flre Wall Separation Between Bulldings 4 HR III. ALLOWABLE HEIGHT & BUILDING AREA (CHAPTER 5, TABLE 503) ALLOWABLE AREA OCC GROUP/ CONST TABLE 503 AREA INCREASE EQUATION 5-1, FBC 506.1 PROPSED AREA M OCCUPANCY TYPE 115 UNSPRINKLERED 12,500 SF N/R 1,500 SQ. FT. ALLOWABLE HEIGHT & STORY'S OCC GROUP/ CONST HEIGHT STORY'S TABLE 503 PROPOSED TABLE 503 PROPOSED GROUP M, TYPE 115 UNSPRINKLERED 55'-0" 24'-0" 4 I SHEET INDEX ISHT. NO.1 DESCRIPTION A-O I COVER PAGE ARCHITECTURAL DRAWINGS A-1.0 1 LIFE 5AFE7Y PLAN A-2.0 I PROP05ED FLOOR PLAN A-5.0 I REFLECTED CEILING PLAN I A-4.0 I WALL TYPES I PERMIT SET O O c O�O�C EGRES EXIT G WIDTH = 36" PACITY 36 "/2 ' ■ 180 -APE N OE • I 1 I 1 1 1 I 1 1 1 �I ul �I �I BAY#1 ��n 1 I a �s 1 I i 1 1 I 1 I I �I �1 u wl Q' o' �1 i I i i I 1 1 1 Q � GENERAL NOTES: Tec a. n -CONTRACTOR SHALL PROVIDE SF�OP DRAWINGS FOR FIRE ALARM SYSTEM CONTROL PANEL AND SHALL OBTAIN A SEPARATE PERMIT FOR THE SYSTEM. Associates, Inc. AA2ibb1933 Architecture • Planr►rig • Intelor Gjes'rgn 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI'. 33016 T. 785-235-9097 F. 305-362-4420 dtiinfot`,a3dtiarchitect.com wvyvu_dtiarchitect.com NONE Pizarro, R.A. -0013079 Revisions: Date Description O N fn OWN A O .o ww U A �Q Zn Q W U� �� W Q W tx A °z W � rx m M U z A � 0 0 �a 0 a 0 AA a � w W� N � �a 0 pQ � �, a 0/ �J o a a U 0 LIFE SAFETY PLAN1-5/100dH � SCALE: 1/4" = V-0" U � w x N a N �? © KEY PLAN SHEET NAME =a LIFE SAFETY . I.. PLAN tl t SHEET NUMBER A-1e0 1611 EGRESS LIFESAFETY AND ACCESSIBILITY NOTES ALLOWABLE TRAVEL DISTANCE IS 150'-0" MAX CONTRACTOR SHALL PROVIDE ONE ABC TYPE FIRE EXTINGUISHER FOR EVERY 150rid S.F. OF BUILDING AREA. EXTINGUISHERS SHALL 13E MOUNTED a 48" AFF TO TOP OF HANDLE, AND NOT EXCEED 15'TRAVEL DISTANCE FROM ANY LOCATION INSIDE DE SPACE(S). COORDINATE LOCATION WITH OWNER PRIOR t0 INSTALLATION. SHALL BE CURRENTLY TAGGED BY A LICENSED FIRE EQUIPMENT COMPANY. THERE IS AN ACCESSIBLE ROUTE FOR THE PUBLIC FROM ACCESSIBLE PARKING SPACES THROUGH RAMP t0 ENTRY DOORS AND INTO BUILDING. ALL PUBLIC AREAS ARE ACCESSIBLE AND HAVE NO LEVEL CHANGES GREATER THAN 1/2" EXCEPT AS PROVIDED BY RAMP. THIS BUILDING SHALL COMPLY WITH SECURITY AND FORCED ENTRY PREVENTION OF THE LATEST EDITION OF THE FBC. -PROVIDE OCCUPANCY SIGN COI�POial"tING TO APPLICABLE BUILDING GODS REQUIREMENTS. -G:C. SHALL VERIFY, COORDINATE, AND/OR PROVIDE ANY LIFE SYSTEM, SMOKE DETECTION AND/OR FIRE ALARM CONtJECTORS AS REQUIRED PER LOCAL JURISDITION. -ANY REQUIRED FIRE DAMPERS ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE PROVIDE BY G.G. AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. -DURING THE CONSTRUCTION THE G.G. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A-10BC WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT -THE OPENINGS FORGE FOR INTERIOR SIDE -SWINGS DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 LB FORGE. FOR OTHER SIDE-SWMGMG, SLIDING OR FOLDING DOORS, THE DOOR LAtGH SHALL RELEASE WHEN SUBJECTED t0 A 15 LB FORGE. THE DOOR SHALL BE SET M MOTION WHEN SUBJECTED t0 A 30 LB FORCE. THE DOOR SHALL SWING t0 A FULL OPEN POSITION WHEN SUBJECTED t0 A 15 LB FORGE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. MEANS OF EGRESS OEXIT DOOR O � DIRECtION OF EGRESS AND OCCUPANCY LOAD t0 tHE EXIT — — — PATH OF TRAVEL 2 HR FIRE RACED WALL SYMBOLS ® EXIT LIGHT BATTERY UNIT EMERGENCY LIGHT � WALL MOUNTED FIRE EXTINGUISHER a 48" AFF t0 TOP OF HANDLE SD °�"I�E DETECTOR IPYROTRONIC ILI-I) CEILING MOUNTED. D-DENOTES At AIR CONDITIONING DUCT THIS SYMBOL DENOTES 3sa x 48 � WHEELCHAIR CLEAR SPACE �f ti � m i THIS SYMBOL DENOTES 60" DIAM WHEELCHAIR TUi�IING RADIUS � FAGP FIB ALARM CONTROL AND ANUNCIATOR PANEL FIRE ALARM PULL STATION MTD. 48" AFF. FIRE ALARM STROBE MTD. 80" A.F.F. I-Q FIRE ALARM STROBE LIGHT MTD. 80" AFF. NOTE: SEE ELECTRICAL DRAWINGS FOR NIGHT/ EMERGENCY FLURESCENt LIGHtING OCCUPANCY LOAD FACTOR EGRESS REQUIREMENTS EGRESS WIDTH PER OCCUPANT NUMBER OF EXITS MIN. CORRIDOR WIDTH SPACE AREA OCCUP. OCCUPANCY OCCUP. LEVEL COMPONENT T REQ'D REQ'D ie�EQ'D iaEQ'D MIN. GROUP LOAD FACTOR LOAD FBC 1015.1 NFPA 392.4b PROV D FBC 10182 NFPA 13.4 PROV'D REQ'D PROVIDED BAY I 11800 S.F. M � � � 60 12 12 IN. 2 2 2 44 IN. 44 IN. - NOTES: I. NFPA: (PER TABLE -I.3.1.2) 3. FBG: (PER TABLE 1004.1.1) -OCCUPANT LOAD FOR MERCANTILE USE EQUALS ONE -OCCUPANT LOAD FACTOR —30 50. FT. OF NET FLOOR AREA / PERSON PERSON PER 30 50. FT. OF NET FLOOR AREA 2. NFPA: -ALL MEANS of EGRESS SHALL 13E IN ACCORDANCE WITH CHAPTER 36 -GAPAGITf of MEANS of EGRESS SHALL BE IN ACCORDANCE WITH SEGrION 7.3 -MINIMUM WIDTH OF ANY CORRIDOR OR PASSAGEWAY SHALL BE 44 In. IN THE CLEAR -MEANS OF EGRESS SHALL BE A�RRAN6ED IN ACCORDANCE WITH SECTION iS TRAV. DIST COM. PATH DEAD-END INTERIOR FINISHES Yertica) extte and exits Exit Access, corridor an Enclosed Spaces FBG table NFPA 101 Provided FBC NFPA 101 Provided FBC NFPA 101 Provided sass ewa other exttwa a 1016J able A.ib 10143 table Alb 1018.4 able A3 FBG NFPA 101 FBC NFPA lral FBG NFPA 101 Table 803.9 Table AI022 Table 8039 Table A10Z.1 table 803.9 Table A102.2 BAY I 200 FT 200 FT ll'-I' 30 FT OFT 20 FT OFT A A Ad A OR B B' A, B OR G" NFPA GENERAL NOTES: NOTES: I. THE CONTENTS OF BUSINESS OCCUPANCIES SHALL 13E CLASSIFIED AS MERE A COMPLETE STANDARD SYSTEM OF AUTOMATIC SPRINKLERS IS ORDINARY (MODERATE) HAZARD M ACCORDANCE WITH SECTION 6222 INSTALLED, tHE RATING NOT EXCEEDING GLASS 'C' IS PERMITTED t0 BE USED IN ANY LOCATION WHERE CLASS "B' IS REQUIRED AND WITH RATING 2. PORTABLE FIB EXTINGUISHERS SHALL BE IN EVERY BUSINESS OCCUPANCY IN OF CLASS 'B' IN ANY LOCATION WHERE THE GLASS 'A' IS REQUIRED. ACCORDANCE WITH 9.1 4.1 - INTERIOR WALL AND CEILING FINISH 3. UTILITIES SHALL COMPLY WITH THE PROVISIONS OF SECTION 9.1 FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450 - INTERIOR WALL AND CEILING FINISH 4. HVAC SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF SECTION 92 FLAME SPREAD 26-'15, SMOKE DEVELOPED 0-450 - INTERIOR WALL AND CEILING FINISH FLAME SPREAD 16-250, SMOKE DEVELOPED 0-450 e. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES of ASSEMBLY WITH AN occuPANt LOAD OF 300 PERSONS OR LESS. Job Number: 14025.01 File name: Issued Date: 04.1.14 Drawn by: MCab Checked by: C.P./C.C. II�'111M'I II ' I GENERAL L 2. 3. 4. FLOOR PLAN NOTES: CHANGE OF ELEVATION AT ALL DOOR THRESHOLDS SHALL NOT EXCEED V2". LEVEL AREAS REQUIRED CN BOTH SIDES OF DOORS AS PER 5-2.1 NFPA 101. FIRE EXTING ISHERS SHALL BE LOCATED AS INDICATED IN FLOOR LIFE SAFETY PLAN. CONTRACTOR TO VERIFY EXACT MILLWORK SIZE UATH MANUFACTURER TO FIT IN SPACES PRIOR TO FABRICATION. SUBMIT SHOP DRAWINGS FOR REVIEW. RODENT PROOFING NOTE: G.G. SHALL PROVIDE RODENT -PROOFING AT SPACE TENANT IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 120U LATEST EDITION TEWITE PROTECTION NOT AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMMW SHALL RECEIVE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO NEW CONCRETE BEING POUR TREATMENT IS N ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE, CONSUMER SERVICES AND THE 2010 FLORIDA BUILDING CODE SECTION 1816. GENERAL SITE / FLOOR PLAN NOTES: I. SEE CIVIL DRAWINGS FOR SITE PLAN. 2. G.C. SHALL COORDINATE ALL SITE WORK WITH CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK 3. G.C. SHALL COORDINATE WITH ALL UTILITY COMPANIES AS REQUIRED AND SHALL PROVIDE ALL REQUIRED UTILITY WORK TO BE PERFORMED AS INDICATED BY CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS AND/OR REQUIRED BY UTILITY COMPANIES. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK 4. G.C. SHALL COORDINATE WITH LOCAL POSTAL SERVICE PROVIDER FOR LOCATION, INSTALLATION AND PURCHASE OF REQUIRED MAILBOXES. W. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK S. W. SHALL PROVIDE "OUTDOOR PHONE BOX" AS REQUIRED BY UTILITY COMPANY. PROPOSED FLOOR PLAN SCALE: 1/6' = I'-0" 4 GO WALK (rM) — - - - - - -- - -- PN II 005 , PROPOSED VAr..#ANTBUILDOUT (AT&T) I y 800 SF. ! i FOUNDATION _ FOUNDATION AREA I I PLANTING DRAWING LEGEND NEW CMU WALL WITH EXTERIOR STUCCO FINISH G.C. TO PROVIDE 5/8, GWB. ON 3/4" RJRWNG STRIPS IW R-5 INSULATION TO UNDERSIDE OF ROOF DECK i j f I NEW CM WALL WITH EXTERIOR STUCCO FINISH t I EXPOSED ON THE INTERIOR i NEW INTERIOR PARTITION: 35" (20 GA) MTL STUDS • �`- Ib" O.C. W/I LAYER 5/8" GM. EACH SIDE TO UNDERSIDE OF STRUCTURE UR-11 BATT INSULATION. PROVIDE DUROCK MASONRY BOARD 0 WET AREAS. FLOOR PLAN NOTES 0 EXIST. bXb STEEL COLUMN RE: STRUCTURE © EXISTING 4'-0" CANVAS AWNINGS ABOVE STOREFRONT, BURAMY- TO MATCH EXISTING SHOPPING CENTER © EXISTING 4'-0" CANVAS AWNINGS ABOVE STOREFRONT, KWANDY /IVORY STIPPING TO MATCH EXISTING SHOPPING CENTER COLORS ® EXISTING TRUELITE ALUMINUM DOORS t STOREFRONTS, COLORS: ALUMINUM ANODIZED TO MATCH EXISTING CENTER GC. PROVIDES NOA'S © EXISTING LEDGESTONE COLUMNS (TYP), OWENS CORNING CULTURED STONE COUNTY LEDGESTONE-CHARDONNAY CSV-2000b ® EXISTING CONCRETE LANDING AT EACH DOOR 140 STEP MAX (TYPJ © NEW b" FIRE RATED DEMISING PARTITION. FOR UL ASSEMBLY NUMBER AND DETAILS. SEE SHEET A-40 (TYP) ® EXISTING 8" CMU WALL. SEE SHEET A-40 ® F-XISTINS -12")(Z4"X24"RI PVC COMPOSITE RECTAWUI-AR PLANTER (WRITE) MODEL: CORONADO PREMIER BY PLANTERS UNLIMITED. SEE M. ON SHEET SP-1 ® EXISTINS LANDSCAPE AREA. ® EXIS71NO E*OSM SRADE. READY FOR CONCRETE SLAB. FLOOR PLAN LEGEND NEW EXTERIOR WALL DENOTES DOOR NUMBER SEE DOOR SCHEDULE SHEET A -so x DENOTES EXT. WALL TYPE / SECTIONS x OHM A-b0 x�— GENERAL NOTE - SEE LEGEND, THIS SHEET. O DENOTES STOREFRONT / WINDOW NM R, SEE STOREFRONT / WINDOW SCHEDULE SHEET A-80 © Y PLAN r _ --------- r7 Y m �I I 'i I E g LTic6ej, . c � n Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com Revisions: Date I Description O M WN fq F A 0 -o U U W A rA zID rA W F 0 o� Q W A zz Ix q W 0 � M M Q U 0 z 0 a A �a 0 A 0� a� A �r �r a o >4 a w f�l Q U 0 � w � x a Z a N Job Number: 14025.01 File name: Issued Date: 04.1.14 Drawn by: MCab Checked by: C.P./C.C. SHEET NAME 1 PROPOSED FLOOR PLAN SHEET NUMBER A-200 -A 11 3 REFLECTED CEILING PLAN SCALE: 1/4" a V-O" a a N F2-1 0 07 LJ DRAWING LEGEND DUAL LITE LX DESWER LED EXIT LIGHT 0' FLUORESCENT LIGHT FIXT. EMERGENCY LIGHT CEILING PLAN NOTES 11 -EXISTING EXIT LWT. SEE ELECTRICAL DILIGS. a—EXISTING EXPOSED CEILING- 51 —EXISTING EMERfA9sICY/NIGI4T LIGHT KEY PLAN T, wi- I V2'd 9 0ec n aE i 133 Associates, Inc, AA260019 Architecture * Planning * Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtinfo@dtiarchitect.com www.dtiarchitect.com Offao, R. A. 013079 Date -se O0 WW cn w U O= U CA tn U 0 0 o Q A a o � M w w z U > o U x w N � x a Job Number: 14025.01 File name: Issued Date: 04.1.14 Drawn by: M[Cab Checked by: C.P./C.C. I I SHEET NAME I REFLECTED CEILING PLAN SHEET NUMBER A-300 8" CONCRETE BLOCK 3/4" 3-COAT STUCCO. PROVIDE ELASTOMETRIC WATER PROOFING, PRIME t PAINT. COLOR TO BE SELECTED BY OWNER 5/8" GYPSUM BOARD ON I x 2 P.T. WOOD FURRING STRIPS 0 16" O.C. 8" REINFORCED CONCRETE BLOCK SEE STRUCTURAL DRAWINGS. FOILED BACKED INSULATION. R-43 MIN. WALL TYPE EXPOSED STRUCTURE INSIDE OF BUILDING% EXISTING WALL TYPE A SCALE: V = 1'-0" nonbearing Wall DEMISING PARTITION (OR SIMILAR) Design No. U419 Ratings — 1,2,3 or 4 Hr (See October 27, 2005 Items 3 & 4) R5 5EE ITEM 4 I. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN I IN LONG LEGS, ATTAGI$D TO FLOOR AND CEILING WITH FASTENERS 24 IN OC MAX 2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 3A BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4. GYPSUM BOARD• - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (M6LTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR 2 NR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: WALLBOARD PROTECTION ON EACH SIDE OF WALL RATING MIN STUD DEPTH NO. OF LAYERS 4 THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 3) OPTIONAL 34 1 LAYER 5/8 IN. THICK IN. 1 2-1 1 LAYER 1/2 IN. THICK 1-I/2 OPTIONAL 1-1 1 LAYER, 3/4 IN. THICK OF'TIO IAL A 2 LAYERS, 1/2 IN. THICK OPTIONAL 2 A 2 LAYERS, 5/8 IN. THICK 2 3-1 1 LAYER, 3/4 IN. THICK 3 IN. OPTIONAL 3 LAYERS, 1/2 IN. THICK OPTION AL I-g 2 LAYERS, 3/4 IN. THICK OPTIONAL 3 LAYERS, 5/8 R THICK 4 A 4 LAYERS, 5/8 IN. THICK OPTIONAL OPTIOt AL I-� 4 LAYERS, In IN. THICK IN. 4 2-1 2 LAYERS, 3/4 IN. THICK 2 CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IF-X2 OR IPC-AR* WRC, 5/8 IN. THICK TYPE AR C, IP-AR, IP-X1, IP-X2, [PC -AR SCX, SHX, WRX OR WRCt 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE UNITED STATES GYPSUM CO - 1/2 R THICK TYPE C, IP-X2, IPC-AR OR WRCt 5/8 R THICK TYPE SCX, SHK WRX, IP-XI, AR C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR s 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRCt 5/8 IN. THICK TYPE AR C, IP-AR IP-XI, IP-X2, IPC-AR SCX, SHK WRX, WRC ORs 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE WHEN ITEM 65, STEEL FRAMING MEMBERS*, IS USED, NON15EARINCI WALL RATING IS LIMITED TO I NR. MIN. STUD DEPTH IS 3-1/2 IN., MIN. THICKNESS OF INSULATION (ITEM 3) IS 3 M AND TWO LAYERS OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) SHALL BE ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD WITHOUT FURRING C 4ANONELS AS DESCRIBED IN ITEM 5. 44 GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4) - 5/8 R THICK. 2 FT. WIDE, TONGUE AND GROOVE EDGE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM S. JOINT COVERING (ITEM 1) NOT REQUIRED. CANADIAN GYPSUM COMPANY - TYPE SHX UNITED STATES GYPSUM CO -TYPE SHX. USG MEXICO S A DE C V - TYPE SHX 5. FASTENERS - (NOT SHOWN) - TYPE S OR 5-12 STEEL SCREWS USED TO ATTACH PALLS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: I IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 R THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR S IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 R OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- I IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR V2 IN., 5/8 IN. THICK PANELS OR 2-1/4 X LONG FOR 3/4 K THICK PANELS, SPACED 16 R OC WITH SCREWS OFFSET 8 IN. FROM FIRST LAYER THREE -LAYER SYSTEMS: FIRST LAYER- 1 R LONG FOR 1/2 IN, 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 K 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 K 5/8 IN. THICK PANELS OR 2-5/8 R LONG FOR 5/8 R THICK PANELS, SPACED 12 R OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. FOUR -LAYER SYSTEMS: FIRST LAYER- I IN. LONG FOR 1/2 IN, 5/8 IN. THICK PANELS, SPACED 24 X OC. SECOND LAYER- 1-5/8 R LONG FOR in K 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 R LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 R THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR In R THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. 6. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE 8-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A. 6A STEEL FRAMING MEMBERS (NOT SHOWN), - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 K WIDE BY 1/8 IN. DEEP, SPACED MAX 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM 4A B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 6AA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC, AND SECURED TO STUDS WITH NO. 8 X 1-1/2 R MINIMUM SELF -DRILLING, 8-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PAC INTERNATIONAL INC - TYPE RSIC-1. 615. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN), - AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING MEMBERS ON ONLY ONE SIDE OF STUDS AS DESCRIBED BELOW: A FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. BATTS AND BLANKETS PLACED IN STUD CAVITY AS DESCRIBED IN ITEM 4. TWO LAYERS OF GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEM 4A B. STEEL FRAMING MEMBERS• - USED TO ATTACH FURRING CHANNELS (ITEM 65A) TO ONE SIDE OF STUDS (ITEM 2) ONLY. CLIPS SPACED 48 R OC, AND SECURED TO STUDS WITH TWO NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREWS, ONE THROUGH THE HOLE AT EACH END OF TIME CLIP. FURRING C 4ANpNELS ARE FRICTION FITTED INTO CLIPS. KINETICS NOISE CONTROL INC -TYPE ISOMAX 1. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. 8 SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) - ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRNXsATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK 9. CAULKING AND SEALANTS, - (OPTIONAL, NOT SHOWN) - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. UNITED STATES GYPSUM CO - TYPE AS M Ig Tec a n Associates, Inc. AA26001933 Architecture * Planning * Interior Design 14125 N.W. 80th Ave. 'Suite 303 Miami Lakes, R. 33016 T. 786-235-9097 F. 305-362-4420 dtiinio@dtiarchitect.com www.dbarchitect.com 11 ElmR 00> 079 R.A. I I Date I Description O C7 G � F O W U A rA rA W Z E, m U w � U CD W Q w W � A Z w O V'1 M M 0 U rh V 0 a Q o a� 0j Z o a� °Ix a U o U w N M � x rA x N Job Number: 14025.01 File name: Issued Date: 04.1.14 Drawn by: MCab Checked by: C.P./C.C. SHEET NAME WALL ppTYPES OIL. DETAILS DEMISING PARTITION B. SCALE: 1/2" = 1'-0" SHEET NUMBER A-400 III - - - --- ----- - � Iul M,r" 1• •T in j _ _ L valmIrm , T •. 1 0