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HomeMy WebLinkAbout6606 Gall Blvd (5)& ADDMON FOR ANAL ASK LOCAL BB PITNAS Rs SINCE REVIEW DATE: 68 CITY OF ZEPHYRH LL BUILDING OFFICIAL 1 ALL WORK SHALL COMPLY WITH PREVAILIiN( ff)06 GALL BOULEVARD CODES FLORIDA BUILDING CODE, NATIONAL REVIEW DATE ANDTHE CITY OF ZEEPCODE, ILLS CITY OF ZEPHYRHICLS ORDINANCES FIRE AND LIFE SAFETY EXAMINER, ZEPHYRROLI S, FLO 33542 ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS PASCO COUN TY GENERAL NOTES CieNERAL. NOTES SYM5OL LEGEND 1BUIL O NG CODE INFOWATION INDEX OF DRAWINGS 1. ALL WORK SHALL CONFORM TO THELATEST ADOPTED EDITION OF THE "FLORIDA BUILDING 15. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL APPLICABLE CODES AND STANDARDS INTERIOR FINISHES CODE, FLORIDA PLUMBING CODE," FLORIDA MECHANICAL CODE, NATIONAL ELECTRIC INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR TI TITLE SHEET CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND MODIFICATIONS t0 THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS _ THE FLORIDA BUILDING CODE: SEVENTH EDITION (2010) INTERIOR WALL AND CEILING FINISH ORDINANCES, AND ALL AUTHORITIES HAYING LOCAL JURISDICTION. PERMIT SHALL BE DONE AS PER NFPA-13 200-1 EDITION, BY A LICENSED FIRE SPRINKLER __ • ACCESSIBILITY REQUIREMENTS BY OCCUPANCY - TABLE 803.11 DI EXISTINC�/DEMOLITION FLOOR PLAN CONTRACTOR WITH SEPARATE PERMIT AND PLANS. BUILDING SECTION • BUILDING GROUP: ASSEMBLY GROUP "A-2" 02 EXISTINGs4MIOLITION FIEFLECT'ED CEILING PLAN 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE SYMBOL a ENERGY CONSERVATION CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" I6. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL • EXISTING BUILDING INTERIOR EXIT STAIRWAYS, INTERIOR Die EXIST ITION EXTERIOR ELEVATIONS AIA DOCUMENT A201. INSTALLATIONS, CHANGES, ADDITION, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS . FUEL GAS EXIT RAMPS, AND EXIT PASSAGEWAYS CLASS B DSb EXIST ITION EXTERIOR ELEVATION" TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 200-1 EDITION, BY A . MC}}ANICAL 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 0 K&SINCS CORRIDORS AND ENCLOSURE FOR EXIT ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE _ • TES PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES ACCESS STAIRWAYS AND EXIT ACCESS RAMPS CLASS B ASI SITE PLAN OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF THE 1-1. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL ROOMS AND ENCLOSED SPACES GLASS C A62 TER ENCL *40 DETAILS AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR TIMES. WALL SECTION SYMBOL FLORIDA FIRE PREVENTION CODE: SEVENTH EDITION WORK OMITTED FROM THE DRAWINGS. NFPA 101: LIFE SAFETY CODE FLORIDA 2010 EDITION LSI LIFE SAFETY PLAN 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE WORK NFPA 10: NATIONAL ELECTRICAL CODE 2011 EDITION OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST Ala FLOOR PLAN TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. CONSTRICTION NOTES _ 2010 ADA STANDARDS FOR ACCESSIBLE DESU4 Ab DIMENSIONED FLOOR PLAN SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK _ N PA 101 OCCUPANT LOADNG THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CWARGE THE COST TO THE DETAIL SYMBOL FLORIDA ADMNISTRATIVE CODE AND FLORIDA STATE STATUTE 2 (FAC 6%4-609M Ab ENLAMSED TOILET PLAN AND INTERIOR SUBCONTRACTOR PER NFPA 101 TABLE 13J2 ELEVATIONS I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE USE AND OCCUPANCY CLASSIFICATION AZ REFLECTED CEILING PLAN 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FINISH FBG CHAPTER 3 -SECTION 304: GROUP 'A-2' RATING -ASSEMBLY REFER TO SHEET LS.I FOR NFPA 101 CALCS. REFLECTEDA3 ROOF PLAN PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. THE SMOKE DENSITY RATING OF AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, FINISH MATERIALS SHALL BE NO GREATER THAN 450. INTERIOR FLOOR FINISHES SHALL CL _ ASSPICATION OF WOW AA11 EXTERIOR M"ATI" THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT M.^Y BE MEET ALL REQUIREMENTS OF SECTION 804 FBC. SEE TABLE 803B FOR FOOTNOTES. B __ FEC EXISTING BUILDING SECTION 505 - ALTERATION LEVEL 3 AAb EXTERIOR ELEVATI" NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE `PROPERTY OF 2 ALL EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A DETAIL SYMBOL A8a WALL SECTIONS AND DETAILS THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR BUILDIhIG HEKyHTS AND AREAS IEXISTIhKs% FeC TABLE 1004.1.2 OCCUPANT LOADING AMP WALL SECTIONS AND DETAILS 6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR SURFACE BOLTS SHALL NOT BE USED. t`� TABLES 5043, 504.4, 5062 MAX. ALLOWED PROVIDED Aba DOOR 804EDW_E AND DETAILS DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS FBC TABLE 1004.12 -MAXIMUM FLOC w� w A i �Iiwwi#-n ett� iv-i-i Iowut w�t_ utt.ta�wtit na.i tt�t•u n t� A.tr. r.�•t• w tt n SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 TOTAL BUILDING AREA 24,000 S/F 6,8'10 S/F NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AP.P. AND ALL GLAZING IN DOORS BUILDING HEIGHT 40'-0" CONTRACTOR At NO ADDITIONAL COSTS TO THE OWNER SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER gk 0'-0" FJ-.E. ELEVATION MARK FUNCTION OF SPACE SEA FBC-201i, CHAPTER 24. TOP OF SLAB NUMBER OF STORIES I I i. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. 4 OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 2-1" AND 80" • TOTALS REFLECT AREA MODIFICATION AS FOLLOWS: BOOTH SEATING - DINING Ie . 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, FRONTAGE INCREASE PER MC 5063 ■ 0Ap0x COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 2-F ABOVE INTERIOR ELEVATION CHAIRS - DINING / BAR I ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED MARK BE PERFORMED. ON POST OR PYLONS MAY CLEAR WIDTH OF AN ACCESS15 EH ROUTE OR MANEUVERINGNG SPACE. SPACE ECTS ALL NOT REDUCE THE KEYED DRAWING NOTES TYPES OF (EXISTING) KEYEENTRY - 110 S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT 5 PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES At LOCATIONS INCLUDING, BUT NOT TYPE OF CONSTRUCTION - -B SPRINKLERS , UNPROTECTED SALES SERVICE KITCHEN - 2,161 THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET TABLE 601 - FIRE STANCE FOR BUILDING ELEMENTS THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED ACCESSORIES, GRAB BARS, WALL STOPS, EtG_ 18GA. GALV. FLAT METAL MAY BE USED INO DOOR NUMBER SYMBOL BUILDING ELEMENT REQUIRED PROVIDED TOTAL IN THESE CONSTRUCTION DOCUMENTS. LOCATIONS APPROVED BY ARCHITECT. PRIMARY STRUCTURAL FRAME 0 HR 0 HR 10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL fo. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY BEARING WALLS - EXTERIOR 0 HR 0 HR WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A CODE FOR BUILDING CONSTRUCTION FBC (2011) SIXTH EDITION. 000 ROOM NUMBER SYMBOL PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL BEARING WALLS -INTERIOR @ HR @ HR APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER �- PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS NONBEARING WALLS 0 HR 0 HR OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. AND PARTITIONS - EXTERIOR 11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL O WINDOW SYMBOL NONBEARING WALLS MEANS OF EGRESS THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE U.S. AND PARTITIONS - INTERIOR 0 HR 0 HR DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO PROJECT COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. SCOPE FLOOR CONSTRUCTION AND 0 HR 0 WR EGRESS WIDTH PER PERSON 12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. SECONDARY MEMBERS TABLE 100532 FBC THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT REVISION ROOF CONSTRUCTION AND LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT THE FOLLOWING CONSTRUCTION DOCUMENTS DEPICT RENOVATIONS AND AN ADDITION TO AN SECONDARY MEMBERS 0 HR 0 WR MINIMUM CLEAR EXIT DOOR OPENIN HIS WORK t0 THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. VERIFY EXISTING SONNY'S RESTAURANT. SCOPE OF WORK INCLUDES EXTERIOR FACADE UPGRADE, TABLE 1010.1.1 FBC ALL DIMENSIONS WITH THE ARCHITECT PRIOR t0 COMMENCING WORK. DINING ROOM ADDITION AND INTERIOR RENOVATIONS OF THE EXISTING DINING, KITCHEN AND TABLE 602 -FIRE RESISTANCE RATING FOR EXTERIOR WALLS ENTRY AREA. BEARING AND NON BEARING 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN BASED ON FIRE SEPARATION DISTANCE MAXIMUM COMMON PATH OF TRAVEL ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY THE TABLE 10062.1 FBC ARCHITECT OF RECORD. FIRE SEPARATION DISTANCES REQUIRED PROVIDED �ID AL g 14. PROVIDE WARNING SIGNS At ALL AREAS THAT WILL HAVE LIQUEFIED CARBON DIOXIDE LESS THAN 5'-O" 1 HR i HR EXIT ACCESS TRAVEL DISTANCE TABLE 1@i'12 FBC SYSTEMS, AS PER NFPA-55:1323, 2013 EDITION. WALL TYPES - FROM 5'-@" TO I@'-@" 1 HR I HR FROM 10'-0" TO 30'-0" 0 HR WA MINIMUM CORRIDOR WIDTH, TABLE 1020.2 FBC GREATER THAN 30'-0" 0 HR 0 HR PLORIDA PRODUCT APPROVAL. - KEY PLAN FIRE AND SMOKE PROTECTION FEATURES (EXISTING) TABLE 102UM 0.4 FBC D CORRIDOR LE SECTION SYMBOL ASSEMBLY FIRE RATINGS REQUIRED PROVIDED PRODUCT MINIMUM NUMBER OF EXITS CATEGORY SUB -CATEGORY PRODUCT MANUFACTURER MODEL, NUMBER OR NAME DESCRIPTION APPROVAL NO. FIRE WALL -106J AND TABLE 106.4 N/A - TABLE: 10062, 10063.1 FBC SHAFT AND EXIT ENCLOSURES -1134 / 1020J N/A ENTRY DC ROOFING SINGLE PLY ROOF FIRESTONE BUILDING ULTRAPLY TPO SINGLE PLY ROOF SYSTEMS SELF-AD4ERING THERMOPLASTIC FL 16123-R5 LESS THAN 4 STORIES EXIT DOC SYSTEM PRODUCTS COMPANY, LLC. POLYOLEFIN OCCUPANCY SEPARATION - 10139 / SW 1 HR - NUMBER AND SIZE OF EXIT DOC ROOFING METAL ROOFING BERRIDGE MANUFACTURING CO. DOUBLE -RIB PANEL 24 GAUGE STEEL 5v STYLE ROOF PANEL, 24" FL 11422_RI TENANT SEPARATION - 108J I HR - EXITS EXIT DOC WIDTH, ATTACH TO WOOD DECK TOTAL ATLAS ROOFING EXIT PASSAGEWAY-10T3.4 / 10243 N/A - CORPORATION ROOFING UNDERLAYMENT ATLAS UNDERLAYMENTS TYPE IV, •43 BASE SHEET FL 11322-R1 HORIZONTAL EXIT - 1013B / 1026.1 N/A - p/� EXTERIOR SWINGING EXTERIOR GAL -ROYAL DKS SERIES 1800 HOLLOW METAL DOOR AND FRAME FL 13624-R8 SINGp LE OCCUPANCY FIRE AREA-1013.10 N/A - 1- I�0jEl DOORS DOOR SYSTEM EXTERIOR SWINGING EXTERIOR CORRIDORS (OCCUPANT LOAD LESS THAN 30) - N/A - DOORS DOOR SYSTEM YKK AP AMERICA 35 D 35 D ALUMINUM ENTRANCE DOORS FL 12892-1;R2 1010J () ARCHITECT OLIVER[ ARCHITECTS PANEL 32101 U.S. HWY.19 WALLS STOREFRONTS YKK AP AMERIGA YHS 45 PI ALUMINUM STOREFRONT SYSTEM FL 12926-R2 PALM HARBOR, FLORIDA 34684 121-181-1525 WALL SIDING JAMES HARDIE BUILDING A PANELS PRODUCTS, INC. RTISAN LAP SIDING 5/8" THICK FIBER CEMENT LAP BINDING FL 10411-RS WALL LAP SIDING BOARDS WIDITHS 5-1/4" UP TO 12, ALL MDCI FLORIDA, INC. PANELS SIDING NICH114A USA, INC. NICH150ARO PLANK BOARDS ARE 12' IN LENGHT 4 5/16" IN THICKNESS FL 120W-R9 405 2ND STREET SOUTH - SUITE B SAFETY HARBOR, FLORIDA 34695 121698.0398 REVISIONS BY '4 00 �O co O O �xc U i; � o ° F' Oro O • ti > Q .o ¢a,- 0 3 N O ti ./ w 'n O a �-� ticn N fill �N I ty ` 3 r-------------r-- - -----� r-------- ---� I I I i I I r------------ I ( 1 ( 1 I I( 1 ( 1 I I( 1 ( 1 I I I I I �I EXISTING/DEMOLITION FLOOiR PLAN SCALE: 3/16" = V-0" WILL LEGEND EXISTING DOOR SYSTEM ® EXISTING WINDOW SYSTEM EXISTING WALL PARTITION EXISTING MASONRY WALL SYSTEM EXISTING DOOR SYSTEM TO BE REMOVED [E____=_=_231 EXISTING WINDOW SYSTEM TO BE REMOVED EXISTING WALL PARTITION TO TO BE REMOVED EXISTING MASONRY WALL SYSTEM TO BE REMOVED KEYED NOTES OHATCHED AREA REPRESENTS EXISTING AREA OF NO WORK O2 EXISTING CONCRETE WALK OEXISTING CONCRETE DRIVE OEXISTING LANDSCAPE AREA OEXISTING MASONRY WALL SYSTEM O6 EXISTING BRICK VENEER SYSTEM, CLEAN AS NECESSARY OEXISTING ENTRY PATIO SLAB TO BE REMOVED OS EXISTING STAINLESS STEEL KITCHEN HOOD TO BE REMOVED OEXISTING QUARRY TILE FLOORING - PATCH AND REPAIR AS REQUIRED 10 EXISTING RAIS D CONCRETE CURB Il EXISTING GAS 19ETER 12 EXISTING SIDEWALK TO BE REMOVED 13 EXISTING EQUIPMENT TO BE REMOVED 14 EXISTING BUILT-IN BOOTH SYSTEMS / TABLES AND CHAIRS TO BE REMOVED 15 EXISTING L jSCAPE TO BE REMOVED. 16 PORTION OF E ISTING MASONRY WALL SYSTEM TO BE REMOVED 00EXISTING FL DRAIN LOCATION. DRAIN TO BE ADJUSTED TO MATCH FLOORLEVEL. RE -TILE AREA AS REQUIRED. 18 EXISTING WINDOW SYSTEM TO BE REMOVED 19 EXISTING DOOR SYSTEM TO BE REMOVED 20 HATCHED AREA REPRESENTS EXISTING TILE TO BE REMOVED 21 EXISTING CARPETING TO BE REMOVED, TYP. 22 EXISTING WALL PARTITIONS TO BE REMOVED 23 EXISTING PIPE BOLLARDS 24 EXISTING MILLWORK TO BE REMOVED 25 EXISTING FLOOR FINISH TRANSITION TO BE REMOVED 26 EXISTING PAS. TO BE REMOVED AND RELOCATED EXISTING ELECTRICAL METER 28 EXISTING FENCE AND GATE 29 EXISTING AWNING AND ASSOCIATED STRUCTURE TO BE REMOVE IN ITS ENTIRETY. SEE FLOOR PLAN AND ROOF PLAN. QEXISTING AWNING 31 EXISTING TANKLESS WATER HEATER 32 EXISTING FLUSH SIDEWALK TRANSITION 33 EXISTING T.V. TO BE REMOVED 34 EXISTING T.V. 35 NOT USED 36 PORTION OF EXISTING OVERHANG SOFFIT TO BE REMOVED 3'1 EXISTING TOILET PARTITIONS TO BE REMOVED 38 EXISTING BENCH TO BE REMOVED 39 EXISTING PORCH TO BE REMOVED IN IT ENTIRETY OEXISTING ELECTRICAL TRANSFORMER t WALL MOUNTED DISCONNECT 41 EXISTING GREASE TRAP 42 EXISTING STAINLESS STEEL KITCHEN HOOD TO BE RELOCATED 43 EXISTING DOOR AND FRAME TO REMAIN. REPAIR, PREP AND RE -PAINT / RE -STAIN DOOR AND FRAME OEXISTING PARTITION FRAME TO REMAIN. REMOVE FINISHES OR REPAIR TO MATCH NEW FINISH PLAN. 45 EXISTING 6" STORM DRAIN PIPING TO REMAIN. COORDINATE EXISTING PIPING - SEE Ala. log, EXISTING 6" STORM DRAIN PIPING TO BE REMOVED / RE-LOCATEI 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL THAT 15 NOT TO BE REUSED OR RELOCATED AS NOTED. 3. PROVIDE DUST PARTITION BEFORE ANY DEMOLITION WORK. 4. TAKE ADEQUATE PROTECTION TO INHIBIT DUST INFILTRATION TO EXISTING MECHANICAL SYSTEM (I.E. FILTERS OVER GRILLES. ETC.). 5. REMOVE ALL EXISTING DECORATIVE WOOD TRIM AT INTERIOR AS REQUIRED TO ACCEPT NEW WALL FINISH - EXISTING BEAD BOARD PANELING TO REMAIN - SEE NEW FLOOR PLAN 6. REMOVE ALL EXISTING CARPETING AND TILE AS SHOWN IN PLANS AND ANY OTHER EXISTING FLOOR FINISHES NOT SCHEDULED AS EXISTING TO REMAIN IN FINISH SCHEDULE. I. ALL PLUMBING ACCESSORIES TO BE REMOVED AND REUSED WHERE POSSIBLE. VERIFY WORKING CONDITION AND COMPLIANCE WITH ADA REGULATIONS. CLEAN, REPAIR OR REPLACE AS NECESSARY. S. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 9. GENERAL CONTRACTOR TO VERIFY THE EXISTANCE AND EXACT LOCATIONS OF ALL EXISTING SYSTEMS/FIXTURES REQUIRED TO BE REMOVED/RELOCATED, WHICH MAY NOT BE REFLECTED IN THESE PLANS 10. ALL EXISTING WOOD SHELVES IN DINING AREA TO BE REMOVED. 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SUSPENDED CEILING GRID SYSTEM TO BE REMOVED I`YI `y_M -4 EXISTING RECESSED CAN DOWN LIGHT FIXTURE TO BE Y REMOVED ._)_ EXISTING WALL MOUNTED LIGHT FIXTURE TO BE 1' REMOVED EXISTING CEILING FAN TO BE REMOVED L` 3 3 EXISTING TRACK LIGHT FIXTURE TO BE REMOVED EXISTING EXIT LIGHT FIXTURE TO BE REMOVED 1 1 EXISTING EMERGENCY LIGHT FIXTURE TO BE REMOVED EXISTING SMOKE DETECTOR TO BE REMOVED AND REUSED VERIFY WORKING CONDITION. REPAIR AS NECESSARY r{ i EXISTING MECHANICAL SUPPLY REGISTER TO BE L---J REMOVED, RELOCATED PER PLAN I i I EXISTING MECHANICAL RETURN REGISTER TO BE REMOVED, RELOCATED PER PLAN. COORDINATE WITH `---J MECHANICAL DRAWINGS. KEYED NOTES OHATCHED AREA INDICATES EXSITING AREA OF NO WORK OOUTLINE OF EXISTING OVERHANG FASCIA/SOFFIT SYSTEM U3 EXISTING DECORATIVE WOOD BEAM OEXISTING CEILING GRID AND LAY -IN TILE TO BE REMOVED O5 PORTION OF EXISTING OVERHANG SOFFIT TO BE REMOVED 6O EXISTING PORTION OF WALL BELOW TO BE REMOVED - SEE DEMOLITION FLOOR PLAN OEXISTING HOOD TO BE REMOVED AND RELOCATED - SEE MECHANICAL DRAWINGS OEXISTING KITCHEN HOOD TO BE REMOVED OEXISTING LAY -IN CEILING TILE - PATCH AND REPAIRED AS REQUIRED 10 EXISTING WALL MOUNTED TELEVISION 11 EXISTING WALL MOUNTED TELEVISION AND ASSOCIATED HARDWARE TO BE REMOVED AND RETAINED. 12 PORTION OF EXISTING BUILDING/PATIO TO BE REMOVED. SEE DEMOLITION FLOOR PLAN FOR ADDITIONAL INFORMATION, 13 EXISTING WALL MOUNTED LIGHT FIXTURE TO BE REMOVED. VERIFY WITH OWNER FOR FINAL DISPOSITION. 14 EXISTING AWNING/CANOPY 15 EXISTING AWNING AND ASSOCIATED STRUCTURE TO BE REMOVE IN ITS ENTIRETY. 16 EXISTING COOLER / FREEZER TO BE REMOVED GEXISTING LAY -IN CEILING TILE TO BE REMOVED. EXISTING GRID SYSTEM TO REMAIN. 18 EXISTING TtG CEILING TO BE REMOVED 19 NOT USED 20 EXISTING TONGUE E GROOVE CEILING 21 EXISTING WALL MOUNTED LIGHT FIXTURE 22 EXISTING GYP. BOARD CEILING - PATCH AND REPAIR AS REQUIRED 23 REMOVE EXISTING ROOF STRUCTURE 24 REMOVE EXISTING LIGHTM/FAN FIXTURES IN THE EXISTING 13UILDING/PATIO AREA 25 EXISTING KITCHEN HOOD C�ENER"L NOTES GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL THAT 15 NOT TO BE REUSED OR RELOCATED AS NOTED. 3. PROVIDE DUST PARTITION BEFORE ANY DEMOLITION WORK. 4. TAKE ADEQUATE PROTECTION TO INHIBIT DUST INFILTRATION TO EXISTING MECHANICAL SYSTEM (I.E. FILTERS OVER GRILLES. ETC.). 5. EXISTING LAY IN CEILING SYSTEMS TO REMAIN UNLESS OTHERWISE NOTED. 6. ALL EXISTING CEILING LIGHTING TO REMAIN UNLESS OTHERWISE NOTED. i. ALL EXISTING HVAC SYSTEMS AND DUCT WORK TO REMAIN UNLESS OTHERWISE NOTED. S. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. S. GENERAL CONTRACTOR TO VERIFY THE EXISTENCE AND EXACT LOCATIONS OF ALL EXISTING SYSTEMS/FIXTURES REQUIRED TO BE REMOVED/RELOCATED, WHICH MAY NOT BE REFLECTED IN THESE PLANS. REVISIONS I y • 111 v U � M 'a' m CND U a �I ¢� o°O o '� , E N cc I— C"' n U ro 0 "a U L0 . Q � ti E o °' m 33 �� 3 « N 3o ti 0 $ 4 ,OP'' U- - 0. tea 00 "•^ ro No o Gi G� 0 o Q 8 a N O cy 0 N c m * �D M m M} v Q ov m m LL. 0 16 s C, O 0 a s v Z O Z a to N C O m Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet D2 KEYED NOTES Ol EXISTING ROOF SYSTEM OEXISTING FASCIA SYSTEM OEXISTING SIDING / PANELING OEXISTING BRICK VENEER SYSTEM OEXISTING CORRUGATED METAL SYSTEM OEXISTING CONCRETE WALK 13 28 OEXISTING Ol1ID4 EXTERIOR DOOR SYSTEM EXISTING DRIVE -THRU WINDOW SYSTEM F31 19 0 34 ----- AFF. _ I � -r- ----- ----- -- --IIII�IIIII --7�J - 9 EXISTING ALUMINUM GUTTER AND DOWNSPOUT SYSTEM. EXISTING GAS SERVICE22'-8" TOP OF CMU -�=__ J EXISTING LOW ,_r_ IIIIiIII1'1I II1jj1II1111 r EXISTING PARAPETL1PARAPET (LEFT/RIGHT OF CENTER —9 ,tk-#--------------r---- JI..I1IIIII,I --- ----1--- 13 EXISTING MECHANICAL UNIT EQUIPMENT VENT N1jj1II11„1 EXISTING SIGNAGE TO BE REMOVEDPORTION) EXISTING COLUMN TO BE REMOVED 24� ------ EXISTING ROOF ACCESS LADDER5 T 1' EXISTING ELECTRICAL METER / SERVICE6 G rr 44,IIIIII,II fill 11 111111 111IIIIIIIIIIII I II II If II II II I1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 r 1 11 1 III O EXISTING RAILIW-% TO BE REMOVED 36 .. "....: 25 I u1 2 I I 1II11 IIIIIIIIIII1IIII fill II11111111I11111111111111 11 II 11 11 II 11 11 11 If 11 11 11 1 III ,j I II II If If II II II It II II II II 11 II 11 11 fl II 1 II tl II II II III II II II II II II 11 II II II II II II II II II III11IIIII1III I I I I I I I I II I 28 11 11 II 11 II II II II II 11 11 II 11 11 11 11 11 II II 11 II II 11 II 11 11 II II II I, 11 II 11 11 II 11 11 II 11 II II 11 11 II 11 11 If 11 11 11 11 11 11 111 O EXISTING LIGHT RfI1II�1III t1t I I LJLLL1LLL11JLLL11ULLL1JL11LLll1UL1L1JLLIJJJLtL11JLLL11LLLL1u1L EXISTING DOWNSPOUT TO BE REMOVED r IfI lI YL-------------------------------------------------------------- r ----r-1-----r-�--T---------T-r-1-Tr-1---------- �------------------------------- r I I I I -----�r --- -- - 25 -__: ID EXISTING OVE.RHANG TO BE REMOVED 11 1 1�11 IIIIII IIIIIII IIII1IIIIIII ItIrrr�,ri_rIL,,1,'I -t-1-amam��J- -I,_--w4 1 IL 1 1 1 1111II 11I 1t►IIII I I I I I---- - ----__ --J L----'� � r 1 11I ��__- __-��r_-��1_- _� IIIIIII __- T-_-r-f PORTION OF EXISTING FASCIA SYSTEM TO BE REMOVED It I I II I I+II IfTl II I I I I IrTTT71 II I I II II IrTTT71 II 1 IL I A II 1 1 1 1 IL I JLJ_Jill I 1 11 1 1 IL I JL I Jill III I 11II I I I III I I 11II I , II I III I I 1111 1I,,,,I,1,,T 1 rTl I ILJ_J1 111 I 11I IIII1IIII I , I Ir--- --f r II I111111 ----__I I I I �I1111 11-- H r 7 26 ---------- --J LIL JII I�Ir r—J I11I,,,I - II11IIIrLr�rI 2 3 EXISTINDOWNSPOUT AND OVERFLOW SCUPPER EXISTING WINDOW SYSTEM TO BE REMOVEDjrII IF+411 I r1 1 r111 Y r II I I Ir--'1-r11 II I I II I Irtif 1 Ir-ryt I I r--------- 1 I H--------- -�i m�+d:6i: iU- L-- EXISTING SIDING PANELING TO BE REMOVED IIIL_+ 1 I 4 -___________ ----- IIIL EXISTING AWNING SYSTEM TO BE REMOVED �I IIIIIIIII 1tIIIII 1IIIIIII _��1---- _-I_-■_---_ _ _-1_- --�r- _ _- I I I II ___-- --,IIsji �_- I��I3 �1 IY F-_ __ -_- � I1+� EXISTING GUTTER DOWNSPOUT TO BE REMOVED � NOT USED 6 6 3 5 5 3 5 3 34 34 47 3 4 8 4 23 '4 EXISTING LIGHT FIXTURE TO BE REMOVED - WIRING FOR NEW W IDL LIGHT FIXTURE - SEE ELECTRICAL �_ EXISTING PORCH ROOF t0 BE REMOVED IN ITS ENTIRETY. Q222332649711 EXISTING TRIM AND COPING TO BE REMOVED IN ITS ENTIRETY. EXISTING EXTERIOR DOOR SYSTEM TO BE REMOVED. VERIFY WITH OWNER 3OUTLINE OF EXISTING VINYL FENCE AND GATE 3REMOVE PORTION OF EXISTING WALL TO EXTENTS INDICATED DASHED FOR NEW WINDOW SYSTEM. 4APPROXIMATE LINE OF ROOF SUPPORT BEYOND 5REMOVE PORTION OF EXISTING WALL - SEE PLAN 6EXISTING DRIVE-THRU CANOPY. EXISTING HIGH PARAPET TO BE REMOVED. REMOVE CONCRETE BLOCK DOWN TO LOW PARAPET HEIGHT. EXISTING/DEMOLITION WEST EXTERIOR ELEVATION SCALE: 3/16" - 1'-ID" 15 31 22r-S" AFF.28 2434 24& -_r11IIIIIII1 TOP OF CMU OF --------------------- -------�----------------------- --------- LOW --—-r -y■ ------------------------ rrirrT- --- - ---r- I NOS—T—T--r—r—� r_IIIIIIIII1IIII TEXIstING PARAPET ' II jI IIIIII rIIIIIIII IIIIII III 1I1I1,II1, IIIIIIII-_—_ I,' ipwpf"L I9 (LEFT/RIGHT OF ----I----1----I--- ---- IL--- -----L---- L---- J---- ---- 4---- I-- 1-------- I---- 1---- ----I---- -IrIT L---- PORTION) I IIIIIIIIL 1 a ------ 1---- a---- ----F---- --- T---- L---- '---- 1----L22 ---------CENTER 1 2 I I I I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND1 I 12 LAWFUL DISPOSALT1A ALS DO�S1D.HOUE R THE2 OWNER SHALL OPPORTUNITY SALVAGE ANY 15 EQUIPMENT, FIXTURES OR MATERIAL. II11I1�- 1I -II.g- 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR t0 COMMENCING WITH ANY WORK ,,LI1Ia 13 t-- 3. REMOVE ANY DAMAGED HORIZONTAL SIDING AS REQUIRED25 - �IT ID 9 3 4. REMOVE ANY DAMAGED FASCIA/SOFFIT MATERIAL AS REQUIRED 11 -4«-- --r , I II _ =—_J-II __________ -IIIIIIIII}IIIII ---------- TH -LrT 9 -jwuuuuuuuAum ---------- ---------- A u■LAMULI MU �7���-.11-TI1l1lII rr�rr1'Z_r I 11 ■ 1 1 II111IIIII III r-r-i--,r- 26 ----------- �am� Hill II ---------- ---------- -_--_II,IqI�IIr1�IIIIIIII IJT�■M- 1rLr�Ir �--iI_ -_a- ,_r Tr ifIf ---------- r w11Il1I1II1L---t �_TT�Y1-L1l,1I,rl s� --Irir�IrIIIIIIIIIIIJ J--i��1II1'_ __r-T= --1--- � --I- -1=7 �(1IIIIIII _. — — — — — — — — 14 23 35 11 36 3 35 PLAN313 1�KTYt AZ I olEXISTINGMEMOLITION SOUTH EXTERIOR ELEVATION SCALE: 3/16" = 1'-ID" REVISIONS 8Y '4 00 CO • CO Q� ' ti o U N U N a, r- c o C • cU. U N t 3 � ti 3 1- 3 o x N ti � o CqN co y"Iwo, ip5H5 . .. . • . ��/�� , OHO � 3 v co a e1; 7 .Lu i. Q 1 rp — N M p � o o W a N O L Or O Ln v M v Q 'O J O m M li U C w t t!1 O t1. t to >•to o Z CO m C O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DIG Drawn: DD Job: 21-018 Sheet D3a — — --- - - - I ,. r �r - �r arw r ti ae -,� a .{rwe,:: r 11 _ 11 ,.. Mil 1 I -FT 1 i T i KEYED NOTES OI EXISTING ROOF SYSTEM 0 EXISTING FASCIA SYSTEM 0 EXISTING SIDING / PANELING OEXISTING BRICK VENEER SYSTEM O5 EXISTING CORRLIGATED METAL SYSTEM OEXISTING CONCRETE WALK OEXISTING EXTERIOR DOOR SYSTEM 15 EXISTING DRIVE-tHisU WINDOW SYSTEM ---------------- --------------- O EXISTING ALUMINUM GUTTER AND DOWNSPOUT SYSTEM. 19 0 34 0 i Ig 10 EXISTING GAS SERVICE - ----—J-------------------------------—L------------ — — III 1711___r_n_-1II1I- -1I1I--� -�-III- --IIII -� 15 EXISTING PARAPET1EXISTING 2 MECHANICAL UNIT / EQUIPMENVENT T � -_--- ----i-rIIIIIIIIIIIiI�-1---_--_T--_-_i-rIIIIIIIIIIIiI_ -5T--IIII--i-rIIIIIIIIIIIII 1 -IIIIrIIIIIIi1 --1I111I --IIIIIIIIIIIiI �11III111i1 �TNIIIII1I --IIII1III111I111I- 2 O EXISTING SIGNAGE TO BE REMOVED I1111 EXISTING COLUMN t0 BE REMOVED145 • 3- EXISTING ROOF ACCESS LADDER 6EXISTING ELECTRICAL METER / SERVICE EXISTING RAILING TO BE REMOVED 2 EXISTING LIGHT : 9EXISTING DOWNSPOUT TO BE REMOVED 0EXISTING OVERHANG t0 BE REMOVED 12 1 I -A 8 liIIIIIuIuIuIIIIIII 1 PORTION OF EXISTING FASCIA SYSTEM TO BE REMOVED I ® EXISTING DOWNSPOUT AND OVERFLOW SCUPPER —22 1 —ram -4_ _1--4_ _� ��,�}JIIIIIIF1�I1I11tii — IIIIIII EXISTING WINDOW SYSTEM TO BE REMOVED /OI111IIIlIIII�i1I�II111 IIII EXISTING SIDING /PANELING TO BE REMOVED-- -•TIIII u 32t5822 EXISTING AWNING SYSTEM TO BE REMOVED I[E 4 EXISTING GUTTER / DOWNSPOUT t0 BE REMOVED NOT USED NEW EXISTING LIGHT FIXTURE TO BE REMOVED - WIRING FOR W 3 LIGHT FIXTURE - SEE ELECTRICAL EXISTING PORCH ROOF TO BE REMOVED IN ITS ENTIRETY. EXISTING TRIM AND COPINTO BE REMOVED IN ITS ENTIRETY. Q323322323121459462512 3EXISTING EXTERIOR DOOR SYSTEM TO BE REMOVED. VERIFY WITH OWNER. OUTLINE OF EXISTING VINYL FENCE AND GATE 3REMOVE PORTION OF EXISTING WALL t0 EXTENTS INDICATED DASHED FOR NEW WINDOW SYSTEM. APPROXIMATE LINE OF ROOF SUPPORT BEYOND REMOVE PORTION OF EXISTING WALL - SEE PLAN EXISTING DRIVE-THRL1 CANOPY. EXISTING HIGH PARAPET TO BE REMOVED. REMOVE CONCRETE BLOCK DOWN TO LOW PARAPET HEIGHT. 0 EXISTING/DEMOLITION EAST EXTERIOR ELEVATION SCALE: 3/16" ■ 1-0" 15 31 Iry 24 11 34 24 1 25 -_---TttIIIIIIIIIIIiI ---IIIIIrIIIIII1II -II - -0r11tI-IIIIIIIIIII1II rIIII--1-IIIIr11I11iIII---.-Tt11IIIIIIIIIII, --i ,IIII -tIIII --_��T -IIII�I11IIIIIIIIIII -IIIIIi1II1IIIIIIIIIII rIIIIIIII TJIIIIIIIII�III1IIII I; TOP OF cOF EXISTING LOW GG1"L NOTES IIII PARAPET I----1I __II I I I I I I I I ---- ---- ---- ---- ---- ---- ---- ---- I I I I I 1 (LEFT/RIGHT OF1_ 19614 ---- L 1__ I I I I I 1 rrtr ---- J---- 4-----E---- A ---- +---- 1- ---- fir---- JT ! Tit---- 1- ---- i ---- +---- 1----- ----- L---- 1---- 1---- L---- ---- CENTER 12 22 I I I I I I I 1 I I I PORTION) 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY15 EQUIPMENT, FIXTURES OR MATERIAL. 39 2 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR t0 COMMENCING WITH ANY WRK \ 25 ``-- 3. REMOVE ANY DAMAGED HORIZONTAL SIDING AS REQUIRED2 IA/SOFFIT MATERIAL AS REQUIRED 4. REMOVE ANY DAMAGED FASC ___________________ ___ 1I1II1I1IIIIIIII1 �1 't--I11IiIIIIIIII- . + .. 5 1 4 6 KEY FLAN XIST IN/ rM-,- / / O EXISTING/DEMOLITION NORTH EXTERIOR ELEVATIONSCALE: REVISIONS BY i 4 cc Y N Q� I�� p V N Q F a� ti 3 ti 3 o x ti Cn . Cq . zoo a \.. .......��y v I N 0: r : a • 00 o >o .= La., O o � R. N i cy O �~ I -0 � o `n v C o Q o J v m U—U C�d VI v y 0 C t U) 0 L. v +- co >. a. o s O Z W m O N m N Ix Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet D3b I I l—T— r 1 ---1—. _ If 11 0 m 29 5 T A D I U M D R I VE Il------------ GxALL BOULEVARD KEYED NOTES TROWELED JOINT PICTURE FRAME EDGES - SEE PLAN FOR LAYOUT / PATTERN O HATCHED AREA INDICATES EXTENTS OF RENOVATED 15UILDWZ$. 4" THICK CONCRETE O EXISTING PROPERTY LINE SIDEWALK WITH bxb W1.4xW1.4 W.W.F. - LIGHT O EXISTING ASPHALT DRIVE BROOM FINISH O EXISTING PARKING OEXISTING HANDICAP PARKING ° d a `1' O EXISTING CONCRETE WHEELSTOP ° O EXISTING CONCRETE WALK ' O EXISTING FLUSH CONCRETE CURS. OEXISTING ELECTRICAL TRANSFORMER 4 WALL MOUNTED D ISCONNECT 10 EXISTING DUMPSTER ENCLOSURE/NEW SHED - SEE SHEET A52 EXISTING LANDSCAPE AREA �SLEDJDI1�T ������O12EXISTINGCONCRETE FI CALE: 1 i/2" = 1'-0" CURB 13 EXISTING CONCRETE DRIVE TWRU LANE 14 EXISTING 5'-0" WIDE PASSENGER LOADING ZONE 15 EXISTING STOP BAR ib EXISTING SIGNAGE I"I EXISTING GAS METER IS EXISTING GREASE TRAPS 19 EXISTING DRIVE THRU SPEAKER AND MENU BOARD 20 EXISTING RETENTION 21 EXISTING HANDICAP SIGNAGE 22 EXISTING ELECTRICAL METER 23 EXISTING SITE LIGHTING 24 EXISTING SUFFER / SETBACK 25 NEW MASONRY ADDITION - SEE FLOOR PLANS 26 NEW 5' CONCRETE WALK - SEE DETAIL I/ASI 2'I EXISTING COVERED MOTORCYCLE PARKING 28 UNCONDITIONED SMOKE ENCLOSURE W } 29 EXISTING ACCESS ROAD 30 EXISTING VINYL FENCE 4 GATE l7 31 EXISTING PIPE 5OLLARD 29 32 EXISTING STORM DRAIN Z 33 EXISTING FENCE 34 NEW EXTERIOR BENCH 5Y OWNER GC COORDINATE INSTALLATION 35 EXTEND IRRIGATION LINES UNDER NEW SIDEWALK TO LANDSCAPING AREAS 36 NEW UNDERGROUND STORM / TIE-IN PIPING ARCWITEGTUl"L SITE PLAN SCALE: I" ■ 30'-0" SITE LEGEND 5UILDING ENTRANCE/ EXIT. WNpf"L NOTES 1. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH W1llr- - SEE STRUCTURAL SPECIFICATIONS. 2. PRESSURE CLEAN ALL EXISTING CONCRETE SIDEWALKS SITE DATA EXISTING SITE AREA: 2.101 ACRES NUMBER OF PARKING SPACES: 84 HANDICAP PARKING 'SPACES: 4 TOTAL PARKING SPACES: 88 MOTORCYCLE PARKING SPACES : 15 REVISIONS BY 0 CO CO o °O ro ti U C14 U CO Cd Q r n E Q o 3 tiCn oxN . ti N Cn I 1 a 4 ,r, L I+Y . ./ J' ov 1L. i N Ci . d U_° O 0 I a d 0 °° o > .o 0 �LT.� 00 aY� co U) a a� 0 ti 0 CY 0 c m Ln o I m M} v Q 0 J 7 m m L` U to V) toi ._ s 0 0 v Z m 0 N m N CC Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GNIII Job: 21-018 Sheet AS 1 KEYED NOTES Q EXISTING GATE AND POST TO BE REMOVED 16 OEXISTING 8" CMU WALL O EXISTING DUMPSTER GATE 14 EDGE OF ROOF FRAMING O4 EXISTING b" THICK CONCRETE SLAB CONT. ALUMINUM DRIP ? 5 EXISTING CONCRETE CURB EDGE FLASHING SP2 ii� �� At EA. (TYP) � � �� 14 Ob EXISTING CONCRETE DRIVE PRE-ENGINEE ED %� PRE-ENG EERED �� �`� O NEW V-0"x 6'-S" EXTERIOR WOOD DOOR SYSTEM - SEE DETAIL GRIDER TRUSS D 24" O.C. `�\\ 44>AS22 - HHARDWrA�RE SET NEW roll LAP SIDING BY /��� , "JAMES HARDIE" OVER P.T. Ix / �\ (1) THRESHOLD FURRING At Ib" O.C. OVER "TYVEK" WRAP (1) CYLINDER LOCK -KEY BUILDING 13 (1) WEATHERSTRIPPING OVER 5/8" EXTERIOR GRADE /, (1) SWEEP PLYWOOD SHEATHING li `� NEW 2xb WOOD STUD WALL AT I6" O.C. - PROVIDE II INSULATION Fr-.E. r b'-0" F.F.E. li ` 9 NEW THRU-WALL A/C UNIT - LW1216ER WINDOW UNIT OR EQUAL (MIN. TOP OF TOP OF ��L� EXISTING CMU I EXISTING CMU li / S000 BTU) PROVIDE 115/60 S3a. COORDINATE OPENING j� L' REQUIREMENTS WITH MANUFACTURER�� TOP OF UNIT OPENING AT �� NEW SIDING TRIM BY JAMES II �� 12 5 -4 BOTTOM UNIT OPENING AT 4 -0 AND 2411 WIDE - DEMO HARDIE" (TYPICAL AT INSIDE jl / EXISTING CMU FOR A/C UNIT AND OUTSIDE CORNERS) li 13 15 f 8LED LIGHTING - SEE ELECTRICAL DRAWINGS ly/' It 3/4" RIGID INSULATION BETWEEN 3/4" FURRING AT Iro" O.C. I 14 ji li J* 12 BASIS OF DESIGN FOR ROOF TRUSS - 18" DEEP - FLAT WOOD 11 TRUSS - TRUSSES TO BE ENGINEERED BY TRUSS SUPPLIER EXISTING CURB li 12 i� Ij 13 2x4 CROSS BRACING BETWEEN TRUSSES RE-ED INEERE O.C. 14 KNEE WALL - 2xro FRAMING AT Ira" O.G. - SEE SECTION FOR I� STRAPPING it 15 TRIPLE 2x6 DOOR HEADER I - - -- _ - 5/6" CDX EXTERIOR GRADE PLYWOOD DECK (SHADED AREA) ll WOOD FRAMED WALL BELOW I I I � I � I � I � I � I 14 101 SCALE: 1/4" I'-0" INCrt O r ROOD SCALE: 1/4" 1'-0" INCH 6PWIRr4L NOTES I. SEE ELECTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 2. VERIFY PAINT COLORS WITH OWNER 3. THIS PLAN IS FOR 301 S.F. UNOCCUPIED SHED WITH LIGHTS AND AIR CONDITIONING. SINGLE PLY OkO MIN. WHITE GREASE RESISTANT PVC ROOF MEMBRANE II BAIT INSULATION OVER TAPERED RIGID INSULATION ON 5/8" COX EXTERIOR GRADE 5/8" EXTERIOR GRADE PLYWOOD DECK - PROVIDE 2" MIN. PLYWOOD SHEATHING AT THE LOWEST POINT OF FLAT ROOF 5/8' HARD I - BOARD - 8 5 FAINTED WOOD BLOCKING AS 1/4" PER FOOT REQ'D LAP SIDING - CONt. ALUMINUM DRIP 2 PAINTED EDGE FLASHING S SEALANT P.T. Ix FURRING II (3) 2xro HEADER W/ PRE-ENGINEERED BLOCKING AS REQUIRED WOOD TRUSS At 24" O.G. 2 NEW roll LAP SIDING BY ALUMINUM FLASHING SEALANT "JAMES HARDIE" OVER P.T. Ix AS RQUIRED FURRING AT iro" O.C. OVER "TYVEK" BUILDING WRAP OVER 5/S" EXTERIOR GRADE PLYWOOD SHEATHING 10 7 SEALANT 8'-0" A.FF. OF TRUSS I" HARDWOOD DOOR FRAME - PAINTED MTSAIB SP2 2x6 DBL. TOP PLATE HARDWOOD STOP SIMPSON SIMPSON m2x6 CONT. TOP P.T. /f WEATHERSTRIPPING AT I6" O.C. 5/8" HARDI-BOARD PLATE WITH 5/8" EXP. f ANCHOR AT 24" O.C. 4 // o l 1/2" R-IS BATT INSULATION MAX. 5" (MIN-) EMBED f 33ii.A MTSAI8 At Iro" O.G. SIMPSON DEMO EXISTING GROUT CAP �... 6�0"GAFF. EXISTING CMU /� DOOR HEAD DETAIL Og SCALE: 3" 1'-0" u& /�ry = 11 �/ NEW 5/8" HARDI-BOARD i 4 EXISTING FILLED 82 U-BLOCK NEW roll LAP SIDING BY "JAMES HARDIE" OVER P.T. Ix FURRING 2 AT 16" O.G. OVER "TYVEK" BUILDING �� NEW 3/4" RIGID INSULATION a 2 WRAP OVER BETWEEN 3/4" FURRING AT EXTERIOR GRADE 16" OC. PLYWOOD SHEATHING SEALANT (2) 2x6 At DOOR JAMB R-19 BATT INSULATION 5/8' HARD I -BOARD - PAINTED ,�,� 1" HARDWOOD DOOR FRAME - PAINTED NEW ro" LAP SIDING b 2x6 WOOD STUDS At iro" O.C. ° d BY "JAMES HARDIE" OVER II ix FURRING AT 16" O.G. OVER EXISTING CMU EXISTING CMU WALL WITH 3 FILLED CELLS - G.C. TO ° EXISTING VERIFY AS -BUILT CONDITIONS DUMPSTER R-IS BATT INSULATION - C 4 r WEATHERSTRIPPING SPI At EACH STUD U.N.O. SIMPSON HARDWOOD STOP 2x6 CONT. BOtt. P.T. PLATE WITH 5/8" EXP. ANCHOR AT 24" O.G. MAX. 5" (MIN.) EMBED EXISTING 6" CONCRETE SLAB a 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 0'-0" Fr-.E. P.T. Ix FURRING �, a - TOP OF SLAB J' q LAP SIDING - 1 L—JQ PAINTED 4 °m z SEALANT 5 O DOOR JAMS DETAIL G %I-.D SECTION Q 1�1,q"I a -MR ENCLOSURE/ O SCALE: 3" = 1'-0" SCALE: 1" 111, 1'-0" SCALE: 1/4" = 1'-0" REVISIONS BY 00 N 'I N Y CO cz. U ti U �xtiY _ E ti > � o °O 3 a� ti Y 3ti 3 O N ti u G ti o tia m s f'€ rFsi 3 E s s a a� 4 y r%� I o LL.,J O• rV < Q 00 0 > ro o Y � U a a a� O O C m 0 I m M} Q Q 75 O J m O m La. 0 — Vl o— 0 0 O L.u) O >-CL 0 Z co m c O N m V) Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DIG Drawn: DD Job: 21-018 Sheet AS2 — u —1 — 1 —l— III F I �., ,. �, �,� . is — P-ir*- (D LIFE STY PLAN SCALE: 3/16" = 1'-0" LIFE SAFETY LEGEND g FIRE EXTINGUISHER - IN CABINET FE EXISTING FIRE EXTINGUISHER - WALL MOUNTED ® ®® Z EXIT LIGHTS CEILING MOUNTED EMERGENCY LIGHT FIXTURE CEILING MOUNTED EMERGENCY LIGHT FIXTURE COMMON PATH OF TRAVEL. TRAVEL DISTANCE ®" DOOR EGRESS WIDTH EXIT CAPACITY (MAX. NO. OF PERSONS) HATCH INDICATES KITCHEN / SERVICE AREA KEYED NOTmg OI KNOX BOX MOUNT AT 60" OAPPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.021. MOUNT SYMBOL ON A 12" x 12" WHITE HARDI PANEL. SYMBOL 18 RED. MOUNT TOP OF SYMBOL AT 60" A.F.F. OEXISTING FLUSH CURB OKITCHEN / SERVICE AREA - 100 S.F. PER PERSON ONEW FIRE EXTINGUISHER / CABINET - SEE DETAIL 5/Alb. OAISLE WAY OEXISTING FIRE EXTINGUISHER OEXISTING DOOR WITH EXIT DEVICE TO REMAIN. OG.C. TO PROVIDE TACTILE SIGNAGE AT ALL EXIT DOORS TACTILE SIGNAGE TO READ AS FOLLOWS: "EXIT" SIGNAGE TO COMPLY WITH ICC/ANSI A111.1 - ACCESSIBLE BUILDINGS 10 FIXED BENCH TYPE SEATING = 18" PER PERSON NFPA 101 0=10 T LOADINGS 50M WATM M I ION (NFPA 101 13.12) SEATING TYPE BEND H QUANTITYLENGTH / 81,RSON EACH - SEATING 26" BOOTH SEAT 26" 0 0 0 46" BOOTH SEAT 46" 41 1,886" / 18 - 105 (105 PEOPLE) 10" BOOTH SEAT 10" 20 1,400" / 18 = 18 (18 PEOPLE) 116" BOOTH SEAT 116" 1 116" / 18 = 1 (1 PEOPLE) 132" BOOTH SEAT 132" 0 0 0 TOTAL BOOTH SEATING I 1 62 190 REVISIONS BY i Cn 00 CO y CO o p°� o U ro ti U N C � Y O G cV O cci In cd ox� . N c� P sib f i�l EssS 'E qa6 qG 4 ,f rrvvvvrrmr '.��� .g CD: Q JJ R Q •,—i c� N O o 4 a cu �+ U a a a� V) 0 c O C m If) v M m M } C � v 0 � 0 m m ° 0 v -}°0 to�. O -C 0 Z t0 NQ >` O N m N a! Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GNIII Job: 21-018 Sheet LS 1 C* 61"L Noems WALL LEGEND I. REFER TO ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFORMATION. J EXISTING DOOR SYSTEM 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY ® EXISTING WINDOW SYSTEM DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK EXISTING WALL PARTITION 3. PREP FLOOR SLABS IN AREAS OF NEW WORK PROVIDE FLOAT II II OVER -LAY OVER EXISTING CONCRETE SLAB AS REQUIRED TO EXISTING MASONRY WALL SYSTEM RECEIVE NEW FINISHES. 4. ALL EXISTING FINISHES TO REMAIN UNLESS OTHERWISE NOTED. 4° PATCH AND REPAIR AS NECESSARY. fl S. PROVIDE NEW HORIZONTAL SIDING / BEAD BOARD WHERE EXISTING = DOOR SYSTEM - REFER TO DOOR SCHEDULE DAMAGED SIDING HAS BEEN REMOVED. O 6. SEE SHEET IDI FOR INTERIOR ELEVATION MARKERS. 5 ® WINDOW SYSTEM -REFER TO WINDOW SCHEDULE -1. DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH OF THE CURB I RAMP (EXCLUSIVE OF FLARED SIDES) AND SHALL EXTEND EITHER THE FULL DEPTH OF THE CURB RAMP OR 24 INCHES DEEP MINIMUM ZMEMEEMEM12= NEW WOOD STUD PARTITION MEASURED FROM THE BACK OF THE CURB ON THE RAMP SURFACE. CURB RAMPS SUBJECT TO DEPARTMENT OF TRANSPORTATION wx1A1 1 I I A . � A ­Aw l r III At It,li_ .. x:.xx xx xx. .x:..x .,::;.: ;.;:xx �•. x'.. x:: :..x �Irlll �LA11 III AI 1 dVdTrlul 1- AI 777 • • Ell. 1 . ® _7imi WA ■■■ V U 21 EXISTING FLOOR DRAIN 22 22 TABLE AND CHAIRS BY OWNER 42 23 POS STATION CABINET - SEE DETAIL E/A7c Li Li Li38 24 PASS THRU OPENING - PROVIDE S.S. TRIM AROUND OPENING AND SS. SHELF 25 EXISTING ROOF ACCESS LADDER 22 BUILT IN BAR / EQUIPMENT 27 NEW FLAT PANEL T.V. (PROVIDED BY OWNER INSTALLED BY G.CJ PROVIDE BLOCKING AS NECESSARY. 51 II 28 PROVIDE NEW FRP WALL FINISH AS REQUIRED IN THIS AREA I I/� /'� L -- -------vJ U — — — — — — — — - ----------- —------------- -- 43 NEW EQUIPMENT/CASEWORK - BY OWNER 6 61 61 O EXISTING TANKLESS WATER HEATER 5 0 O . 0 '�' 5 5 I 45 NEW EXTERIOR SMOKER - BY OUTER - GC TO INSTALL. L------------ - --- - -- - --- ---- --- - -- __-__ - -- ---- --------------- - - -------------------------- . _ . — . _ . — . ...... ...... _ . — . _ . — . — . — . — . — . _ . — . — . — . _ . J 3i 6 61 40 3S 6 31 61 O EXISTING SITE LIGHTING — 11 METE 4� E ISTING AS X G R 42 53 4ID 1 53 53 48 NEW DRAIN AT FLOOR LEVEL. RE -TILE AREA AS REQUIRED 3 IAGI CVIQtli.lr c/ a Qt A"~ IBC InfL119LI I I At ltlCt REVISIONS BY QI � DCs GM 00 00 CO m � Q O N cd ti U U Cs ••--� N a C O cad Q O o0 3 u > �' 3 3 0 N ti � O ti N a ( :Q �° C Q Ip N O .= 4- (Y� Oo ik Y N C N .-c U a Q� 0 L (v C m � -0 Ln V v 75 m m L` U V' v � c0, w C N O O �� o Z O s p Z (0 N O N /C NNW N�.L Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet Ala li I Hill I I s I i I I I I I i E ;t I I I I I I I I I I I I I I i i it i I I I I I I I I L _ KEYED NOTES ORELOCATED EXHAUST WOOD - SEE MECHANICAL DRAWINGS 0 LOW WALL - SEE DETAIL A/A1c OPROVIDE BLOCKING AS NECESSARY FOR WALL MOUNTED TELEVISION. ONOT USED OPASS-TWRU OPENING - HEAD AT 'i'-011 APF. - FINISHED SILL AT 42" APP. Oro MATCH ADJACENT WINDOW OPENING SIZE OMASONRY INFILL * FLOOR - COORDINATE WITH SMOKER ONEW FLOOR DRAIN - SEE PLUMBING. O9 NEW DRAIN AT FLOOR LEVEL. IRE -TILE AREA AS REQUIRED O DIMENSIONED FLOOR PLAN SCALE: 3/1ro" ■ II-011 DIMNSION PLM NOTES 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY. 2. 8" BLOCK WALLS AND roll STUD WALLS ARE DIMENSIONED TO FACE OF WALL. 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS. 4. GENERAL CONTRACTOR TO VERIFY AND COORDINATE ALL PLUMBING AND ELECTRICAL ROUGH -INS REQUIREMENTS AND LOCATIONS WITH EQUIPMENT SUPPLIER. 5. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 20 GA, STEEL CHANNEL FASTEN TO STRUCTURE ABOVE 3 5/8" 25 GA GALV. STEEL BLOCKING AS PER FBC 111 IN CEILING - SEE SWEET IDI. PLYWOOD SHEATHING. VENEER - SEE SWEET IDI. 5/8" PLYWOOD SHEATHING. FRP VENEER - SEE SHEET 101. 3 5/811 GALV. STEEL STUDS AT 1611 O.C, 20 GA.STUDS AT WALL MOUNTED EQUIPMENT 5/8" DUROCK 25 GA. GALV. STEEL CHANNEL FASTEN TO SLAB AT 2411 O.C. FINISH BASE MATERIAL - SEE SWEET IDI. FLOOR MATERIAL - SEE SWEET IDI, EXISTING CONC. SLAB TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: KITCHEN AND STORAGE AREAS: 01-011 TO 31-011 - 5/811 DUROCIG CEMENT 50ARD, 31-011 AND ABOVE - 5/8" PLYWOOD, SERVICE AREA AND DRIVE TWRU: 5/811 MIN. PLYWOOD. 5/811 DUROCK CEMENT 50ARD (WHERE TILE IS USED). 5/8" GYPSUM BOARD - PLYWOOD AT CYPRESS SIDING �A) INTERIOR WALL SECTION SCALE: 1 iR 11 p 11-011 CABINET IN NON RATED WALL MODEL NO. 102-P12 AS MANUFACTURED 5Y J.L. INDUSTRIES. ,gkTop OF F.E. ............ * v-011 AFF. MAX FIRE EXTINGUISHER SEE SPECS. W TOP OF WALL 0� FLOOR SLAB GYPSUM WALLBOARD PER WALL TYPE 4" METAL STUDS AT 1611 O.C. D FIRE EXTINC�UISI�ER CA51NET SCALE: 1 1/2" = 11-011 REVISIONS "y In 00 CO a I 0 0 o�€` o y ti U \� U ON) C cXd Y / N O I�ti O cd lf) Ind O U N •c. • C .. °° 3 cu 3 0 N x t- Cn°' � o ) ti a N �y Cl) i `$ 1 6 I b :Q 0.c ® W •,—i N O p O oQ Y a a� 0 L Or �C-4 v M _ Q 0 D m O U C _ w rn vi ° = � w �% � V1 O O >%(L O -C 0 Z t0 0 a O N m V) Date: 05. 17. 21 Scale: AS NOTED Project Mgr. DG Drawn: GNIII Job: 21-018 Sheet Alb P2 P3 TYP. 32 P3 19 , t s t t J_ 1 I 18 I I I E I- I) I L— —J E f f„_ ... -... L { E f 1 i 1" L t � r �.. _............ 15 LO P2 P3 TYP. P2 32 19 .__i._____.__ .............s'......,. ._ ....... ..... 3,,._ _,.,..._„,.,. ,_i,__,....,,.,`..,,,,., .._ ___._'J - .....— I T t ; F £ .....":..,,.; i.._ ...._#,,..,.., .... ,i",,,...r- f� 1-- 1 s s �j ......_ ._..3._.. `j LC f} — — 1 Y f —�-- — — r —�— .�, f > ,£,_,.,... •......ice...,, A.. ..... 7 q^^^' ..,,,,, - _...i....,_.,,,_........ ,,,,,,i.,••,,.Y-.-...£,.....,.3.,._ ,.,.,, .,...� ....... _,. .....�,,.�., ,.�„�..-,,. a_• 7m 1 9-/ I�I INTE3RIOR ELEVATION 101 INTE3RIOR ELEVATIONSCALE: I P3 P2 P3 32 TYP. 19 s I I_ 5 t t €�' 14 f ..... _.. -T- ,-� _................. ._ ,..I ............ JL .� ._......._ q , i f O INTERIOR ELEVATION SCALE: 3/8" a 1'-0" P2 32 P3 TYP. 19 £ E. 3 I I IE t Y I J f Y _ _ £ £ LY i t ; ' E , i t , 1 3 f S E .. ,, / ._ , .. . ,. ...__ ..,......,i,. E y..,,,.. /. .,.. 15 IJ E LJ L.J LEI LO : V T W N X L1 _i T JU .4 �I INTERIOR ELEVATION SCALE: 3/8" = I'-0" P2 P3 P2 32 TYP. 19 19 TYP. E i 4 _.._... t.,..._.�............_ .....,...._.3`.. C s o € > r I 4- -Y £ f I a -�4.. --r- 1. ' t I --r-- 4 I 13 I i '—Y- � f , E d _ f -'- .Ym,..,3 E } r E ...,. I I ..t_.,...::._..:5........r.._%...,..,•,w_..,,._.,..y._....i,..._..,.•..,,_•...,.,,,, .. ,.-.. .M.,,,,-.�..�w»� w�.�,..µ:l....•_;,....,_s i,,,,,,,.,,,,,,_;,••, ,...1..... £ •,.....£,,,....i:...............i,...,� .,,..._,£... l... s,""...,:....:�..iL _I 1 L �_ L......,��. M,I m... I --- £ I 1 _. 1 Z II — — i 1 jj F f r Y 47 OINTERIOR ELEVATION J(DI INTERIOR ELEVATION SCALE: 3/6" 1'-0" SCALE: 3/8" I'-011 INTERIOR ELEVATION SCALE: 3/8" = I'-0" P2 P2 TYP 19 32 19 TYP. < s 4 2t.. '� I� i/ II10 II ...............) li 11..-._..i..._..11 IT I I._ £, I•, E I i........ .....� I I I. r _ .. Y ,,,_„Y,,.._£,, i__._f._,_�.,... ...i..._. __ �4.. I a... _ _ .._.�- ..-�..�. ,M., y�.. _ II II II _.£..._ g 1 m � 3, :, ,3, „8r. E E s .,r ..I .� .z .E _.. J:_.._..�,.,. • L_ __r _._;_ , L1 _U I_...;._._3_ ..� _�. „"a...,",,... %..,.....,..'.....,,#--,`r .,,,,.,_i...,.:, , _._ .....,,;,_, .....E„_.,,,,,_. �. ,. .., f ...,,., ..s.. ...3,..,...,,,., I L_,._.,.,__1___.,.._. �._._.z. .z�, ..._i_ ,s,..._,E•,,,,_ .--f'---j�-'� /"_' E oa INTERIOR ELEVATION SCALE: 3/8" a 1'-0" 15 LO EN!-AR'GiED TOILET PLAN SCALE: 3/8" 1'-0" 15 ° cr CL WALL HUNG SINK HIGH LOW HIGHEST OPERABLE PART OF ACCESSORY TRASH RECEPT KEYED NOTES ❑I EXISTING ADA LAVATORY ElEXISTING LAVATORY W/ 8" DIA. HOLE IN COUNTERTOP 3l EXISTING ADA TOILET aEXISTING TOILET ElEXISTING 36" HC GRAB BAR 6 EXISTING 42" HC GRAB BAR TOILET PAPER DISPENSER i lR �8EXISTING TOILET PAPER DISPENSER LE 9 TO EXISTING HAND WE DISPENSER L I NSER 10 EXISTING SOAP DISPENSER 11 EXISTING FAUCET 12 HAND TOWEL DISPENSER 13 EXISTING CHANGING STATION E 14 EXISTING WALL TILE 15 EXISTING TILE BASE ib SURFACE MOUNTED FEMININE NAPKIN DISPENSER i'1 EXISTING MIRROR E 18 EXISTING ADA MIRROR 19 EXISTING TRIM 20 SURFACE MOUNTED FEMININE NAPKIN DISPOSAL 21 STALL PARTITION - SEE DETAIL "E" THIS SHEET 22 COAT HOOK ( INTERIOR FACE OF DOOR) 23 PURSE HOOK (VANITY FACE MOUNT) 24 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL "D" THIS SHEET 25 HC SIGN - SEE DETAIL "C" THIS SHEET Ea26 M x W RESTROOM SIGN - CUSTOM SIGN BY OWNER 2 T EXISTING URINAL 28 EXISTING FLOOR DRAIN 29 60" x 60" CLEAR FLOOR SPACE 30 60" DIAMETER TURN AROUND 31 30" x 48" CLEAR FLOOR SPACE REXIS32 TING LIGHTING - SEE RCP AND ELECTRICAL DRAWING 33 EXISTING SURFACE MOUNTED FEMININE NAPKIN DISPOSAL TOILET ACCESSORIES ITEM MANUFACTURER / REMARKS MODEL NUMBER EAR GRAB BAR BOBRICK / 15-5806 x 36 TYPE 304 SATIN -FINISH STAINLESS STEEL TUB ING IDE GRAB BAR BOBRICK / 8-5806 x 42 TYPE 304 SATIN -FINISH STAINLESS STEEL TUBI FILET TISSUE DISPENSER BOBRICK / 8-685 SURFACE MOUNTED BOBRICK / 8-686 (FOR ADA TOILET) T I APER OUZEL D SPENSER ICK / -262 BOBR B SURFACE MOUNTED OAPI DISPENSER / - 12 BOBRICK B 20 AUTOMATIC WALL MOUNTED AN T / D OUZEL TRASH ISPE E NS R BABY CHANGING STATION KOALA KARE / K5101-01 VERTICAL it II fl (24 x36) RROR ICK / -165 2436 BOBR B 1RROR (18"x30") ADA BOBRICK / 8-293 1830 TALL PARTITION BOBRICK BLACK - WILSONART 1595-60 TOILET ACCESSORIES NOTES: I. OPERATING CONTROLS OF ALL PAPER TOWEL DISPENSERS, SOAP DISPENSERS AND MULTI PURPOSE UNITS TO BE 42" AFF. 2. G.C. TO FIELD VERIFY ALL SIXES 3. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. GAWENERAL NOTES 1. FOR TYPICAL H.G. SIGN MOUNTING DETAIL, SEE DETAIL "C" THIS SHEET 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "0" THIS SHEET 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL "A" THIS SHEET 4. FOR TYPICAL PARTITION WALL DETAIL, SEE DETAIL "E" THIS SHEET 5. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 6. SOME KEYED NOTES AND ACCESSORIES DO N0 APPLY UNLESS REFERENCED IN THIS PROJECT -1. rXX1 SEE ID SHEET FOR FINISH SCHEDULE AND MATERIAL LEGEND VIDE NONABSORBENT SUBSTRATE, 5/811 DUROGK CEMENT BOARD WITHIN 24" OF ALL PLUMBING FIXTURES FROM FINISH FLOOR TO 48" AFF. NOTE. ALL SIGNAGE TO CONFORM TO ADAAG, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. MOUNT ON LATCH SIDE OF DOOR ON NEAREST ADJACENT SURFACE 0 t.;.. WOMEN -U. I OR 4 I MEN I V FINISH FLOOR ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER COUNTER MOUNTED SINK N.C. URINAL A /Ail T1L/ 5..„m.5^......." -EDGE OF WALL EDGE OF WA L. :L 12'1 4211 II 3611 1211 2411 lit ..... ....... ... ,.. .....,.,- - .I GRAB BARS __ GRAB BARS _i.. ..... 3 nm DISPENSER �, LOCATION q q Cq v d► FINISH 1�" o� FINISH FLOOR HC. W r FLOOR N.G. WATER CLOSET H.G. WATER CLOSET NOTE: 1. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE OF ANY ACCESSIBLE WATER CLOSET T1�PICALI MOUNTM NIEC�TS O NOTSCAUSED 0 C wic. SIGN MOLNT111W DETAIL SCALE: N.T.S. MOISTURE RESISTANT GYP BOARD —� WALL FINISH GRAB BAR SEE SPECS OC�Rr4DETAILSCALE: 3" MOISTURE RESISTANT GYP BOARD WALL FINIS BRACKET TOILET PARTITION 2x6 PT WD BLOCKING 2x6 PT WD BLOCKING o PARTITION WALL DETAIL SCALE: 3" ■ I'-0" REVISIONS By Y m o per. v Cat o a O U N ti ti E o a� ti y 3ti 3 o x N ti .0 ti o cu tia m r4 ?g. g 0..- O N yy a•z :w a s . • c ®r r �1 00 N O O Cw o a� y a Q.% 0 N C m -it ° ° M > -� � � Q v O J D m m �` U U) V) V .= C i 0 O >-CL O -C o Z c m C O N m N OC Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DID Job: 21-018 Sheet Alc EXISTING GRID CEILING EXISTING BEAM LED FINISH I I FFINISH - IN�ISHI 50 8 CEILING Ix4CYP TRIM. STA 3 5/8" METAL STUD — FRAMING At ib" O.C. SECURE TO STRUCTURE ABOVE. EXISTING CEILING HEIGHT LAY -IN ACOUSTICAL TILE CEILING EXISTING CEILING HEIGHT FSPLECTED CE IL INCH LEGEND EXISTING 2' x 2' SUSPENDED CEILING GRID SYSTEM TO BE PAINTED BLACK PROVIDE NEW 2' x 2' BLACK CEILING TILES. ® EXISTING EXIT LIGHT FIXTURE NEW EMERGENCY LIGHT FIXTURE NEW G.W$ CEILING NEW CYPRESS CEILING 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES. SEE GENERAL NOTES FOR TILE SPECIFICATION TRACK LIGHT FIXTURE - SEE ELECTRICAL 1O1 RECESSED LED DOWNLIGHT FIXTURE - SEE ELECTRICAL Ix ROUGH CUT G.W$. ' EXTERIOR WALL SCONCE LIGHT FIXTURE -SEE CYPRESS TRIMELECTRICAL _ 2 x 4 STUDS AT 24" OG. EXISTING MAX. ATTACHED t0 = STRUCTURE ABOVE. � RARER SOFFIT DEEP BOWL SHADE PENDENT LIGHT FIXTURE -SEE Ix CYPRESS TRIM. ELECTRICAL STAINED STAINLESS STEEL Ix ROUCxI-I CUT WIRE CAGE PENDENT LIGHT FIXTURE -SEE ELECTRICAL >< TRIM BY G.G. CYPRESS TRIM RECESSED, FLUORESCENT DOWNLIGHT FIXTURE -SEE ELECTRICAL A INDUSTRIAL PENDENT LIGHT FIXTURE - SEE ELECTRICAL p IVVX 5ErM DETAIL C NOT �� 8 CAD Of-'�NINCrt �r 1 AIL O CMILI� DETAIL Q EXTERIOR SPOT LIGHT FIXTURE -SEE ELECTRICAL O SCALE: 3" = 1'-0" SCALE: 3/4" - 1'-0" O SCALE: 3" - 1'-0" SCALE: 1-1/2" - 1'-0" 0 0 DATA -SEE ELECTRICAL ® POWER OUTLET IN CEILING - SEE ELECTRICAL 28 &28 v \ 40 EXIT LIGHT FIXTURE -SEE ELECTRICAL REFLECM0 CEILINCs FLAN SCALE: 3/16" - 1'-0" LINEAR DIFFUSER - SEE MECHANICAL FE-91 MECHANICAL SUPPLY REGISTER - SEE MECHANICAL 0 MECHANICAL RETURN REGISTER - SEE MECHANICAL NEW CEILING FAN - SEE ELECTRICAL KEYED NOTES 0 HATCHED AREA REPRESENTS EXISTING AREA OF NO WORK OEXISTING SOFFIT AND FASCIA OEXISTING LAY -IN CEILING TILE - PATCH AND REPAIR AS REQUIRED OEXISTING METAL AWNING SYSTEM. OEXISTING KITCHEN HOOD ONEW CEILING FAN ONEW WOOD CASED OPENING - SEE DETAIL 5/A2 ONEW METAL AWNING SYSTEM - SEE DETAIL A/A5a AND EXTERIOR ELEVATIONS OCOORDINATE SMOKER FLUE t DUCT FOR EXTRACTION FAN PENETRATIONS THRU METAL CANOPY. 10 EXISTING GYP. BOARD CEILING - PATCH AND REPAIR AS REQUIRED Il NEW SOFFIT AND FASCIA TO MATCH EXISTING 12 NEW GYP. BOARD CEILING - PAINTED 13 EXISTING CEILING GRID TO BE PAINTED BLACK 14 NEW FLAT PANEL T.Y. LOCATION. PROVIDED BY OWNER, INSTALLED BY CONTRACTOR - G.C. TO COORDINATE BLOCKING AND MOUNTING REQUIREMENTS, 15 NEW T4G WOOD CEILING - SEE DETAIL C/A2 16 EXISTING TtG CEILING - PATCH AND REPAIR AS REQUIRED i'1 NEW HEADER - SEE DETAIL A/A2 18 NEW HEADER WITH TILE BACKER BOARD FOR INSTALLATION OF WALL TILE 19 LINEAR DIFFUSER - COORDINATE FINAL LOCATION 20 PROVIDE NEW CEILING TILES - SEE GENERAL NOTES 21 PROVIDE NEW CEILING TILES AND GRID - SEE GENERAL NOTES 22 NEW METAL CANOPY SYSTEM - SEE DETAIL 5/A5a AND EXTERIOR ELEVATIONS 23 NEW DECORATIVE WOOD BOX BEAM. SEE DETAIL D/A2. 24 EXISTING WALL MOUNTED TELEVISION. 25 EXISTING TONGUE t GROOVE CEILING 26 NEW HARDIPANEL CEILING - PAINTED 21 RELOCATED TYPE II STAINLESS STEEL KITCHEN HOODS - SEE MECH. DRAWINGS 28 EXISTING WALL MOUNTED LIGHT FIXTURES 29 NEW CEILING TILES 4 GRID - MATCH EXISTING QNEW FIRE SPRINKLER HEADS ADDED IN ROOMS AS REQUIRED BY FIRE SPRINKLER CONTRACTOR - PERMIT SEPARATELY �� L lqvkrv�l I. ALL CEILING HEIGHTS SHALL MATCH EXISTING UNLESS OTHERWISE NOTED. 2. ALL LIGHTING AND MECHANICAL FIXTURES ARE FOR REFERENCE ONLY, REFER TO ELECTRICAL AND MECHANICAL PLANS FOR FINAL DESIGN. 3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 4. LAY -IN CEILING TILE AND GRID IN ENTRY 101, ENERGY ZONE 104, BAR 105, THE PIT 109 AND DINING 112, SHALL BE USG 42210-205 RADAR -FLAT BLACK GRID TO BE BLACK 5. ALL CEILING FANS TO BE REMOVED AND REPLACED WITH NEW - SEE ELECTRICAL DRAWINGS 6. ALL EXISTING HVAC DIFFUSERS TO BE REMOVED AND REPLACED WITH NEW - SEE MECHANICAL DRAWINGS REVISIONS00 BY 00 m ` D '1' N ch 0 o A r o cc [� U max' U ro 2 N c O U N Q Q O - 00 3 �--� o x . Cn �o Na N m k �jy '- LL:� co i o :4 LL°J o. g Q 1� Q O n 7 0 0 o Y � 0. a� O cy O I C � Ln _ v M o Q 0 m 0 C o L va. v Z O s Z co N C 0 � N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet A 2 - - I 1 I .iI ,. I i ..I. RDOF LEGEND METAL CAP FLASHING INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF 2X WOOD BL;EEXACT� CCOORDINAT HEIGHT EXIST METAL DE( EXIST INSULATIC)h WOOD BLC L4X4X3/8" ANGLE - COORD INA LOCATION SPECIFIED MATERIAL AND OVER CURB SPECIFIED MATERIAL G)l ROOF MIM DETAIL SCALE: NOT TO SCALE ROOF PLm SCALE: 3/16" - V-0" KEYED NOTES OEXISTING ROOF STRUCTURE O2 EXISTING FLAT ROOF SYSTEM O3 EXISTING ROOF TOP MECHANICAL EQUIPMENT O4 EXISTING ROOF TOP MECHANICAL VENT OEXISTING EXHAUST SYSTEM OOUTLINE OF EXISTING BEARING WALL BELOW - SEE FLOOR PLANS ONEW ROUND DOWNSPOUT - SIZE DOWNSPOUT ACCORDING TO LOCAL RAINFALL INTENSITY AND 6" HALF ROUND ALUM. GUTTER - CONNECT TO STORM SYSTEM SO NEW PARAPET WALL SYSTEM WITH METAL COPING - SEE WALL SECTIONS OEXISTING PARAPET WALL SYSTEM 10 EXISTING ROOF COMPONENTS TO BE REMOVED 11 EXISTING ROOF ACCESS LADDER 12 NEW METAL CANOPY SYSTEM - SEE EXTERIOR ELEVATIONS 13 EXISTING CRICKET 14 NEW 6" HALF ROUND ALUMINUM GUTTER AND DOWNSPOUT SYSTEM. 15 EXISTING DOWNSPOUT/GUTTER SYSTEM 16 NEW FASCIA TO MATCH EXISTING 1'i EXISTING FLUE 18 EXISTING COPING TO BE REMOVED 19 NEW METAL AWNING SYSTEM. SEE DETAIL A/A5a AND EXTERIOR ELEVATIONS. 20 PAINT EXISTING DRIVE-THRU CANOPY - SEE EXTERIOR ELEVATION 21 NEW SMOKER FLUE - SEE EXTERIOR ELEVATIONS 22 NEW METAL PANEL ROOFING OVER PEEL AND STICK WATERPROOF MEMBRANE OVER NEW PLYWOOD SHEATHING - MATCH EXISTING 23 OUTLINE OF NEW BEARING WALL BELOW - SEE FLOOR PLAN 24 EXISTING RIDGE VENT 25 NEW CONDUCTOR HEAD, DOWNSPOUT SYSTEM t OVERFLOW SCUPPER - TIE DOWNSPOUT INTO STORM SYSTEM 26 NEW EXTRACTOR FAN ON ROOF. COORDINATE WITH SMOKER EQUIPMENT SUPPLIER 27 NEW ROOF TOP HVAC UNIT RTU-1 ON NEW ROOF CURB. SEE MECHANICAL DRAWINGS 28 NEW CRICKET AT NEW EQUIPMENT CURB 29 PROVIDE NEW OPENING IN EXISTING ROOF DECK FOR NEW MECHANICAL EQUIPMENT - REFER TO S2, M2 AND A/A3 CIPNER►4L NOTES 1. ALL NEW PITCHED ROOF SYSTEMS SHALL HAVE A 2B:12 PITCH UNLESS NOTED OTHERWISE. 2. ALL EDGE FLASHING TO BE ALUMINUM UNLESS NOTED OTHERWISE. 3. ALL MISCELLANEOUS FLASHING TO BE ALUMINUM UNLESS NOTED OTHERWISE. 4. ALL NEW LOW SLOPE ROOF SYSTEM TO SLOPE MIN. 1/4" PER. 1--0" REVISIONS BY 00 tf.a; CO N �~ Q� 0 p A � �xIc '21 Y C\J roU ^/ "' 0 ►--� o q � U N R. • r� .. ¢ter, o 00 ti oxN . o E ti to co ,L . 0 I o a� LL ; uLJt Q o 00 .- LT. o Ccc Cu V a a� 0 C m �C141 0 v M m M 'v Q 'O J v m m L` U C�S _ N to vi ._ r 0 o r. Z (D m O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet A3 ---f -T- - 22'-8" AFF. TOP OF EXISTING PARAPET (LEFT/RIGHT OF CENTER PORTION) 10'-6" AFF. ........... BOTT. OF CANOPY OIL 0'-0" FF.E. TOP OF SLAB DI UJEST EXTERIOR ELEVATION SCALE: 3/16" = I'-0" EXISTING SIDING OR NEW HARDIPLANK / NICHIHA SIDING OVER "TYVEK" BUILDING WRAP NEW GRAY ALUMINUM FLASHING AS REQUIRED n N NEW GRAY ALUMINUM FLASHING AS REQUIRED LIGHT FIXTURE - SEE ELECTRICAL EXISTING SIDING OR NEW HARDIPLANK / NICHIHA SIDING OVER "TYVEK" BUILDING WRAP ------------------------------------------------------------------------------------------------------------------------ - -------------------------------- ------------------------------------------------------------------------------------------- EXISTING SHEATHING OR NEW 1/2" CDX PLYWOOD SHEATHING I PI I NEW ix HARDITRIM STANDOUT - MAKE 2" WIDER OVERALL THAN WIDTH OF MOUNTING BRACKET COVER PLATE KEYED NOTES Ol EXISTING ROOF SYSTEM O2 EXISTING FASCIA SYSTEM 0 EXISTING SIDING / PANELING OEXISTING BRICK VENEER SYSTEM OEXISTING LIGHT FIXTURE O6 EXISTING CONCRETE WALK OEXISTING ROOF ACCESS LADDER OS EXISTING GUTTER / DOWNSPOUT SYSTEM - PAINT BLACK O9 EXISTING ELECTRICAL METER / SERVICE 10 EXISTING MECHANICAL UNIT / EQUIPMENT / VENT 11 EXISTING DOOR SYSTEM 12 NEW CONCRETE BLOCK INFILL. ALIGN TO MATCH EXISTING 13 NEW WINDOW / DOOR SYSTEM - SEE FLOOR PLANS 14 EXISTING DRIVE-THRU CANOPY - PAINT BLACK 15 NEW ALUMINUM CANOPY SYSTEM - SEE DETAIL 5/A5 ib NEW STANDING SEAM SLOPED CANOPY SYSTEM - SEE DETAIL A/A5a 17 NEW HARDIPLANK SIDING OVER "TYVEK" BUILDING WRAP OVER NEW EXTERIOR GRADE PLYWOOD SHEATHING IV-4" AFF. rL 18 NEW SIGNAGE - HAND PAINTED OR LASER CUT, POWDER COATED, EXISTING TRUSS BLACK METAL SIGN BEARING 19 NEW LIGHT FIXTURE - SEE DETAIL A/A4a V -4" AFF. TRUSS 20 NEW PARAPET AND TRIM WITH METAL COPING - SEE WALL SECTIONS BEARING 21 NEW NICHIHA SIDING OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - SEE WALL SECTIONS 22 KNOX BOX MOUNTED AT 60" 23 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.021. MOUNT SYMBOL ON A 12" x 12" WHITE HARD PANEL. 24 SYMBOL IS RED. MOUNT TOP OF SYMBOL AT 60" A.F.F. NEW ALUM. GUTTER / DOWNSPOUT SYSTEM - SEE ROOF PLAN 25 EXISTING GAS SERVICE TOP OF SLF L AB TOP S 8EXISTING PARAPET - COPING TO BE PAINTED BLACK 0 EXISTING CORRUGATED METAL SYSTEM 28 NEW 5' TALL ALUMINUM TUBE / WIRE MESH PAIR OF GATES 29 NEW SMOKER QNEW METAL PANEL ROOFING OVER PEEL AND STICK WATERPROOF MEMBRANE OVER NEW PLYWOOD SHEATHING - MATCH EXISTING 31 NEW 24 GAUGE CORRUGATED PANELS (2-1/2" RIB PATTERN) WITH GALVANIZED FINISH OVER "TYVEK" BUILDING WRAP OVER EXISTING EXTERIOR GRADE PLYWOOD SHEATHING 32 EXISTING DOWNSPOUT AND OVERFLOW SCUPPER - PAINTED BLACK 33 NEW STOREFRONT WINDOW IN NEW MASONRY OPENING 34 NEW ROOF STRUCTURE OVER ADDITION - SEE WALL SECTIONS 35 NEW FASCIA SYSTEM TO MATCH EXISTING 36 NEW CONCRETE WALK 0 HAND PAINTED ARROW GRAPHICS 38 EXISTING DRIVE-THRU WINDOW SYSTEM 39 OUTLINE OF EXISTING VINYL FENCE AND GATE ONEW CONDUCTOR HEAD, DOWNSPOUT SYSTEM < OVERFLOW SCUPPER - SEE ROOF PLAN EXTERIOR FINISH SCHEDULE NI 1 NEW NICHIHA SIDING "VINTAGEWOOD AWP3030 CEDAR" P1 EXTERIOR PAINT COLOR TO BE SHERWIN WILLIAMS Q SW1011 "GRAY SCREEN" EXTERIOR PAINT COLOR TO BE SHERWIN WILLIAMS S16258 "BLACK" - TO MATCH PRE -FINISHED FASCIA COLOR SELECTION P3 ARROW COLOR TO BE WHITE BRI BRICK AND MORTAR COLOR TO MATCH EXISTING AW AWNINGS COLOR TO BE BLACK GD GUTTERS AND DOWNSPOUTS COLOR TO BE BLACK MR METAL PANEL ROOFING - VERIFY COLOR SELECTION WITH OWNER / ARCHITECT - MATCH EXISTING Cl ALUMINUM COPING TO BE BLACK a CORRUGATED METAL - GALVANIZED AZ CLEAR ANODIZED ALUMINUM TYPICAL SIC--ITIXTUi�E 1"IOUNTIN DETAIL v P1 v 1. PAINTING CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND rQ O 1-IGti� 15 35 P2 SEAL / CAULK AS REQUIRED IN ORDER TO ENSURE A WATERTIGHT SCALE: 1 1/2" I'-0" PI CONDITION P2 3 11'-4" AFF. 10'-fo" AFF. AW AW _.. EXISTING TRUSS 2. ALL EXISTING SIDING, SURFACES AND TRIM TO BE REPAINTED PER BOTT. OF 2 BEARING EXTERIOR FINISH SCHEDULE CANOPY 3. ALL NEW SIDING AND TRIM TO BE PAINTED PER EXTERIOR FINISH 24 g� 5 SCHEDULE — - r/ / /r 4. ALL EXISTING BRICK TO BE PRESSURE CLEANED AS REQUIRED GD 8 5. ALL EXISTING AND NEW BRICK TO RECEIVE ENVIROSEAL SEALER 6. ALL EXISTING FASCIA AND SOFFIT MATERIAL TO BE INSPECTED FOR 19 \ r, it P3 GOOD CONDITION. PATCH, REPAIR OR REPLACE A$ NECESSARY. _ • , 1. ALL EXTERIOR FINISHES AND PAINT COLOR SELECTIONS TO BE 21 r 3 VERIFIED WITH OWNER BEFORE ORDERING. S. ALL EXTERIOR LIGHTS AND DRIP EDGES TO BE BLACK VERIFY WITH P1 %OWNER 0'-0" FF.E. 0'-0" FF.E. S. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TOP OF SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " " TOP OF SLAB TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MICHAEL CALDERONE (813) 925-0144 MCALDERONEOAMERICANPROD.COM -----------------------------------------------------------------------77 -------------------------------- A NOT USED IG)l SOUTH EXTERIOR ELEVATION SCALE: x" = 1'-0" SCALE: 3/16" = 1'-0" KEY PLAN REVISIONS BY W CON to � Q o .a o ,u v t� U U / N 0 Lo Q m — o 3 0 N o m N MINI .. co o Lu . R �r 7� C O -o _ o 0 o Y to U O V) O 0 CY O �- N C m -* Lo 0 O I M m M} � C v m m L` 06 ^ y V O cD >- O t to a- Z 0 N 0 m V) Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet A4a 011 EAST EXTERIOR ELEVATION SCALE: 3/16" = I'-0" �I NOT USE0 SCALE: x" = I'-0" 1C)l NOI D21 NORTW EX1 ERIOR ELEVATION SCALE: 3/16" - 1'-0" KE1rEi� NOTES Ol EXISTING ROOF SYSTEM OEXISTING FASCIA SYSTEM O3 EXISTING SIDING / PANELING O4 EXISTING BRICK VENEER SYSTEM EXISTING LIGHT FIXTURE OEXISTING CONCRETE WALK OEXISTING ROOF ACCESS LADDER OS EXISTING GUTTER / DOWNSPOUT SYSTEM - PAINT BLACK OEXISTING ELECTRICAL METER / SERVICE 10 EXISTING MECHANICAL UNIT / EQUIPMENT / VENT 11 EXISTING DOOR SYSTEM 12 NEW CONCRETE BLOCK INFILL. ALIGN TO MATCH EXISTING 13 NEW WINDOW / DOOR SYSTEM - SEE FLOOR PLANS 14 EXISTING DRIVE-THRU CANOPY - PAINT BLACK 15 NEW ALUMINUM CANOPY SYSTEM - SEE DETAIL B/A5 16 NEW STANDING SEAM SLOPED CANOPY SYSTEM - SEE DETAIL A/A5a 0 NEW HARDIPLANK SIDING OVER "TYVEK" BUILDING WRAP OVER NEW EXTERIOR GRADE PLYWOOD SHEATHING 18 NEW SIGNAGE - HAND PAINTED OR LASER CUT, POWDER COATED, BLACK METAL SIGN 19 NEW LIGHT FIXTURE - SEE DETAIL A/A4a 20 NEW PARAPET AND TRIM WITH METAL COPINCs - SEE WALL SECTIONS 21 NEW NICHIHA SIDING OVER "TYVEK" BUILDING WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING - SEE WALL SECTIONS 22 KNOX BOX MOUNTED AT 60" 23 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.021. MOUNT SYMBOL ON A 12" x 12" WHITE HARDI PANEL. SYMBOL IS RED. MOUNT TOP OF SYMBOL AT 60" A.F.F. 24 NEW ALUM. GUTTER / DOWNSPOUT SYSTEM - SEE ROOF PLAN 25 EXISTING GAS SERVICE 26 EXISTING PARAPET - COPING TO BE PAINTED BLACK 21 EXISTING CORRUGATED METAL SYSTEM 28 NEW 5' TALL ALUMINUM TUBE / WIRE MESH PAIR OF GATES 29 NEW SMOKER QNEW METAL PANEL ROOFING OVER PEEL AND STICK WATERPROOF MEMBRANE OVER NEW PLYWOOD SHEATHING - MATCH EXISTING 31 NEW 24 GAUGE CORRUGATED PANELS (2-1/2" RIB PATTERN) WITH GALVANIZED FINISH OVER "TYVEK" BUILDING WRAP OVER EXISTING EXTERIOR GRADE PLYWOOD SHEATHING 32 EXISTING DOWNSPOUT AND OVERFLOW SCUPPER - PAINTED BLACK 33 NEW STOREFRONT WINDOW IN NEW MASONRY OPENING 34 NEW ROOF STRUCTURE OVER ADDITION - SEE WALL SECTIONS 35 NEW FASCIA SYSTEM TO MATCH EXISTING 36 NEW CONCRETE WALK 31 HAND PAINTED ARROW GRAPHICS 38 EXISTING DRIVE-THRU WINDOW SYSTEM 39 OUTLINE OF EXISTING VINYL FENCE AND GATE ONEW CONDUCTOR HEAD, DOWNSPOUT SYSTEM ! OVEWLOW SCUPPER - SEE ROOF PLAN EXTERIOR FINISH gGNE-0ULE Nl NEW NICHIHA SIDING "VINTAGEWOOD AWP3030 CEDAR" PI EXTERIOR PAINT COLOR TO BE SHERWIN WILLIAMS El SOO-11 "GRAY SCREEN" EXTERIOR PAINT COLOR TO BE SHERWIN WILLIAMS 5116258 "BLACK" - TO MATCH PRE -FINISHED FASCIA COLOR SELECTION P3 ARROW COLOR TO BE WHITE BRI BRICK AND MORTAR COLOR TO MATCH EXISTING AW AU.NINGS COLOR TO BE BLACK GD GUTTERS AND DOWNSPOUTS COLOR TO BE BLACK MR METAL PANEL ROOFING - VERIFY COLOR SELECTION WITH OWNER / ARCHITECT - MATCH EXISTING GI ALUMINUM .COPING TO BE BLACK CORRUGATED METAL - GALVANIZED rAL1 CLEAR ANODIZED ALUMINUM C=ENEiRAL NOTES 1. PAINTING CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND SEAL / CAULK AS REQUIRED IN ORDER TO ENSURE A WATERTIGHT CONDITION 2. ALL EXISTING SIDING, SURFACES AND TRIM TO BE REPAINTED PER EXTERIOR FINISH SCHEDULE 3. ALL NEW SIDING AND TRIM TO BE PAINTED PER EXTERIOR FINISH SCHEDULE 4. ALL EXISTING BRICK TO BE PRESSURE CLEANED AS REQUIRED 5. ALL EXISTING AND NEW BRICK TO RECEIVE ENVIROSEAL SEALER 6. ALL EXISTING FASCIA AND SOFFIT MATERIAL TO BE INSPECTED FOR GOOD CONDITION. PATCH, REPAIR OR REPLACE AS NECESSARY. 1. ALL EXTERIOR FINISHES AND PAINT COLOR SELECTIONS TO BE VERIFIED WITH OWNER BEFORE ORDERING. S. ALL EXTERIOR LIGHTS AND DRIP EDGES TO BE BLACK VERIFY WITH OWNER 9. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MICHAEL CALDERONE (813) 925-0144 MCALDERONE*AMERICANPROD.COM -.1 REVISIONS BY 00 � �0 0 co ti U � N U cxd Y O U N ti Q o N 3 o ti / � A 0O ~ C, a N C7 u � N, O.•v � v tL: o I CD : Q LL : 0..= 00 r N a.� b �o o # a� N O L O C � O v I M "v Q O -J v m m �` U — fn O v— U) V) = U C O v O O Aa O s Z to 0 C O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet A4b ro X 6 X 1/4" SQUARE METAL PLATE DOWNSPOUT / a a DOWNSPOUT 5/8" EYE BOLT BOLTED BOOT (2) 2x8 THROUGH EXTERIOR WALL BLOCKING 3/8" THREADED EPDXY 59 ANCHOR WITH 3" EMBEDMENT APPROXIMATE AT 24" O.C. -------- a GRADE 0 O 1 1/2" SQUARE ALUMINUM TUBE < . — r 41 FRAME 1 1/2" TUBE WITH CLEVIS @ _ _ _ _ _ _ \ i i ANCHOR AT EACH END. 0 = I NEW STORM 4'-0 STANDING SEAM ROOFING PIPING SEALANT. (6'-0" ® WOOD YARD) - �� NEW SECTION �? "ISTORM 1/4" PLATE WELDED O TIE-IN PIPING TO TUBE FRAME. ---------- - `r EXISTING COMPRESSION 0 WINDOW HEAD a �`� TAPE. -' HEIGHT --------------- 6 L 1 1/2 SQUARE TUBE FRAME 1 1/2" SQUARE ALUMINUM TUBE a .a AT 24" O.C. MAXIMUM WITH FRAME a 0-050 ALUMINUM COVER 3/8" THREADED EPDXY a ANCHOR WITH 3" EMBEDMENT ° d d At 24" O.C. 4 d a Ll a 3/8" THREADED a a WINDOW HEAD EPDXY ANCHOR WITH 3" EMBEDMENT AT 24" O.G. Q DOMSPOUT SOOT DETAIL B LCANOPY DETAIL - - - -- - -- - - -10ALAAWN11"'00-1DETAIL - - - -- - -- - -- 54 12 3 rJ (VERIFY) ��A'���� 10'-0" AFF. EXISTING CEILING Ht. D21 WALL SECTION SCALE: 3/4" - I'-0" 21 10'-1 1/2" AFF. TRUSS BEARING r \J - a I4.' c d. �+ e e. I' o KEYED NOTES REVISIONS BY QI �' 2 Dc� O1 EXISTING MASONRY WALL SYSTEM O2CWKi EXISTING ROOF SYSTEM / STRUCTURE / OVERHANG TO BE A REMOVED - SAW -CUT ONLY AS REQUIRED 5b O3 EXISTING ROOFING SYSTEM TO BE CUT AND FLASHED IN ORDER TO INSTALL NEW ROOFING SYSTEM. REMOVE EXISTING COPING AND 'PRIM AS O EXISTING CONCRETE SLAB ON GRADE ...... .. _. NEEDED TO INSTALL NEW SIDING AND O EXISTING WINDOW / DOOR SYSTEM TO BE REMOVED I _....._.... ,. ... I" M.. I PARAPET CAP M ^ 22'-8" FF.E. _.....I _ .... _ O EXISTING KNOCK -OUT BLOCK TIE BEAM MATCH ! EXISTING LOW O EXISTING CONCRETE LINTEL - POINT OF PARAF'Et SO EXISTING FOUNDATION SYSTEM 6 O9 EXISTING ROOF FRAMING AND PLYWOOD DECKING. FIELD VERIFY EXISTING CONDITIONS. i 11 10 EXISTING BRICK VENEER TO BE REMOVED Il EXISTING ROOFING v 12 EXISTING GYPSUM BOARD CEILING TO REMAIN ' 13 KNOCK OUT BLOCK TIE BEAM AT TOP OF MASONRY WALL, TYP. v 00 14 NEW 4" THICK CONCRETE SLAB WITH 6 x 6-W1.4 x WIA W.WF. ON 10 � co N MIL. VAPOR BARRIER OVER WELL COMPACTED CLEAN, TERMITE ¢ TREATED SOIL. SLOPE 2% AWAY FROM EXTERIOR WALLS. I� ` °O o �°� C 15 2X4 CROSS BRACING ® EACH STUD. FASTEN WITH 10d NAILS aJ a3 t— o Z ti I6 NEW 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH Sd COMMON E NAILS AT 6" O.C. AT PANEL EDGES AND 12" AT INTERMEDIATE o � '- � 16 SUPPORTS " N 4., ti > 11 NEW FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE Q 00 ° 31 18 NEW 5/8" PLYWOOD ROOF SHEATHING WITH WATERPROOF 3 t- 3 MEMBRANE '—' o x ti 19 NEW 2x6 RAFTER 6 16/24" O.C. MAX - MATCH EXISTING TRUSS SPAC ] N a 20 ALUMINUM COPING SET IN ADHESIVE - PRE -FINISHED MATT BLACK ti 21 NEW BERRIDGE "M" PANEL METAL CORRUGATED ROOFING OVER ICE AND WATER SHIELD MEMBRANE. SEE ROOF PLAN. 22 NEW LAY -IN ACOUSTICAL CEILING TILE IN EXISTING CEILING GRID - 3 SEE REFLECTED CEILING PLAN 23 1/2" • EXISTING GYPSUM WALL BOARD (OVER P.T. 3/4" WOOD FURRING u AT EXISTING MASONRY WALLS) 24 NEW SINGLE PLY ROOFING OVER R-30 RIGID INSUL. ON 5/8" EXTERIOR GRADE SHEATHING. SEE ROOF PLAN 2X8 P.T. LEDGER 25 NEW ro" EXPOSED LAP SIDING BY "JAMES HART- OVER "TYVEK" SECURE t0 BUILDING WRAP AT EXTERIOR MATCH EXISTING SIDING PROFILE MASONRY W/ 3" TAPGONS 8" 26 2 x 8 WOOD STUD FRAMING AT 16" O.C. X. STAGGERED 21 NEW WINDOW / DOOR SYSTEM - SEE NEW FLOOR PLAN. W 32 .. 28 NEW METAL FLAT AWNING SYSTEM - SEE DETAIL 5/A5a a I 29 R-30 BATT INSULATION " 1 2 18 Q 3/4" RIGID INSULATION BOARD W/ FOIL FACING.' a ' 6 r 31 EXTEND ROOFING UP AND OVER TO SIDE OF PARAPET, TYP. �r ` 32 NEW FLASHING AS REQUIRED I I I 33 NEW WD BLOCKING AS REQUIRED 19 43 34 NEW CYPRESS SIDING AND TRIM - SEE INTERIOR ELEVATIONS 26 48 35 NEW 2x6 ROOF FRAMING 12 l 42 36 NEW HARDIBOARD PANEL SOFFIT WITH 3" CONTINUOUS VENT. ... 31 NEW "TYVEK" BUILDING WRAP 58 38 P.T. WOOD i"X3" FURRING STRIPS AT I6" OZ. 55 39 NEW NICHIHA SIDING SYSTEM - INSTALL PER MANUFACTURES EXISTING1 34 CEILING T. 22 INSTRUCTIONS. • ®• ��'+ 38 40 NEW THICKENED EDGE CONCRETE SLAB - SEE FOUNDATION PLAN 4P. • 38 41 NEW 2x WOOD SILL / CLEAT WITH (3) 1/4" X 4 1/2" SDS25412 WOOD ov o 56 SOWS INTO EACH EXISTING ROOF MEMBER (3-1/4" x 4 i" L- : v AFF. SDS25412 WOOD SCREWS • 2x8 CLEAT �,s ,dam sQ Q to _.._ DOOR HEAD 42 2x8 LOW RAFTER - FASTEN TO 2X6 RAFTERS W/ (1) 10d NAILS e INT �y • R� G 43 2X6 BLOCKING/BRACE ® 48" - CUT TIGHT TO FIT IN BETWEEN FRAMING. Ir OREMOVE EXISTING PORTION OF MASONRY WALL 45 NEW 8" REINFORCED CONCRETE MASONRY WALL O NEW CONCRETE LINTEL ASSEMBLY. SEE DETAIL A/62 00 41 NEW 2X10 ROUGH SAWN CEDAR FASCIA TO MATCH EXISTING. o 0 48 NEW 2x6 VERT. FRAMING - FASTEN TO HIGH RAFTER W/ (4) 10d NAILS o AND AS18 TRUSS PL EACH SIDE AT LOW RAFTER .2 v 49 NEW 2x4 VERTICAL BRACING AT EACH EXISTING TRUSS. FASTEN 0. WITH (4) 10d NAILS EACH END C C 21 2X6 KN WOOD EE WALL - FASTEN VERT TO RAFTER W/ (4) 10d NAILS 0 51 DOUBLE 2X TOP PLATE v_-.00001/ 52 METAL DRIP EDGE 53 NEW METAL GUTTER AND DOWNSPOUT y p C 54 GENERAL CONTRACTOR TO VERIFY EXISTING ROOF PITCH PRIOR ( m -p '* TO FABRICATING TRUSS/FRAMING. 0 v 8NEW5/8" 8 GYPSUM BOARD m M 56 G0 TRIPLE 2x8 HEADER W/ BLOCKING AS REQUIRED. Q O J 7 51 EXISTING BATT INSULATION TO REMAIN m m U 58 EXISTING GYPSUM BOARD CEILING AND FRAMING TO BE REMOVED. O H 0 0 = 59 TILE BASE - SEE INTERIOR ELEVATIONS AND DETAIL F/A1c. .- 0 11 ® NEW I8" SIMPSON STRAP AT VERTICAL FRAMING. p Z d 001-01 4 40 14 FRE. 'OF 61 2X6 BLOCKING BETWEEN RAFTERS 0 Z m N TOP I. EXISTING SLAB 62 O " A SPLICE. FASTEN RAFTERS TOGETHER WITH MIN 0 � N a. NAILS. �`_'�"—i `7 ,' � y as • 1 KEY PLAN 8 01 WALL SECTION SCALE: 3/4" ■ I'-0" 14 Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: JDS Job: 21-018 Sheet I2, 1 1 Hili, 11I. I 1 1.. Whi - iF3i lffi I iTfli �illli.l b � * 9:Ti �i � LAP ROOT EXIS' AND 7A)l ImAf MT DETAIL SCALE: 1 1/2" . I'-0" PRE -FINISHED BLACK ALUMINUM WALL COPING - SET IN ADHESIVE SINGLE -PLY ROOFING TO WRAP UP AND OVER PARAPET DOUBLE 2x TOP PLATE ALUMINUM LOCK FLASHING SEALANT AS REQUIRED REMOVE EXISTING SILL PLATE AND ANCHOR INSTALL NEW P.T. 2X8 SILL PLATE AND EXPANSION BOLT AT 12" O.G. MAX. NICHIHA SIDING CLADDING SYSTEM. INSTALL PER MANUFACTURER AND FPA INSTRUCTIONS 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 11'-4" AFF EXISTING BEARING 10-0" AF EXISTING CEILING H O WALL SECTION SCALE: 3/4" ■ V-0" K00 ' o NOTES 0 EXISTING MASONRY WALL SYSTEM O2 EXISTING ROOF SYSTEM / STRUCTURE / OVERHANG TO BE REMOVED - SAW -CUT ONLY AS REQUIRED O3 EXISTING ROOFING SYSTEM TO BE CUT AND FLASHED IN ORDER TO INSTALL NEW ROOFING SYSTEM. OEXISTING CONCRETE SLAB ON GRADE OEXISTING WINDOW / DOOR SYSTEM TO BE REMOVED O6 EXISTING KNOCK -OUT BLOCK TIE BEAM OEXISTING CONCRETE LINTEL OEXISTING FOUNDATION SYSTEM OEXISTING ROOF FRAMING AND PLYWOOD DECKING. FIELD VERIFY EXISTING CONDITIONS. 10 EXISTING BRICK VENEER TO BE REMOVED 11 EXISTING ROOFING 12 EXISTING GYPSUM BOARD CEILING TO REMAIN 13 KNOCK OUT BLOCK TIE BEAM AT TOP OF MASONRY WALL, TYP. 14 NEW 4" THICK CONCRETE SLAB WITH 6 x 6-WIA x W1.4 W.WF. ON 10 MIL. VAPOR BARRIER OVER WELL COMPACTED CLEAN, TERMITE TREATED SOIL. SLOPE 2% AWAY FROM EXTERIOR WALLS. 15 2X4 CROSS BRACING a EACH STUD. FASTEN WITH 10d NAILS 16 NEW 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS ii NEW FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE ig G NEW 5/8" PLYWOOD ROOF SHEATHING WITH WATERPROOF MEMBRANE 19 NEW 2x6 RAFTER a 16/24" O.C. MAX - MATCH EXISTING TRUSS SPACE 20 ALUMINUM COPING SET IN ADHESIVE - PRE -FINISHED MATT BLACK 21 NEW BERRIDGE "M" PANEL METAL CORRUGATED ROOFING OVER ICE AND WATER SHIELD MEMBRANE. SEE ROOF PLAN. 22 NEW LAY -IN ACOUSTICAL CEILING TILE IN EXISTING CEILING GRID - SEE REFLECTED CEILING PLAN 1 23 EXISTING 1/2" GYPSUM WALL BOARD (OVER P.T. 3/4" WOOD FURRING 1 AT EXISTING MASONRY WALLS) ' 24 NEW SINGLE PLY ROOFING OVER R-30 RIGID INSUL. ON 5/8" EXTERIOR GRADE SHEATHING. SEE ROOF PLAN ' ' 25 NEW 6" EXPOSED LAP SIDING BY "JAMES HARDIE" OVER "TYVEK" BUILDING WRAP AT EXTERIOR MATCH EXISTING SIDING PROFILE ' ' 26 2 x 8 WOOD STUD FRAMING AT I6" O:C. 27 NEW WINDOW / DOOR SYSTEM - SEE NEW FLOOR PLAN ' 28 NEW METAL FLAT AWNING SYSTEM - SEE DETAIL 5/A5a I 29 R-30 BATT INSULATION I Q 3/4" RIGID INSULATION BOARD W/ FOIL FACING. I 31 EXTEND ROOFING UP AND OVER TO SIDE OF PARAPET, TYP. 32 NEW FLASHING AS REQUIRED I 33 NEW WD BLOCKING AS REQUIRED I 34 NEW CYPRESS SIDING AND TRIM - SEE INTERIOR ELEVATIONS I 35 NEW 2x6 ROOF FRAMING �� 36 NEW HARDIBOARD PANEL SOFFIT WITH 3" CONTINUOUS VENT. 0 NEW "TYVEK" BUILDING WRAP 38 P.T. WOOD I"X3" FURRING STRIPS AT 16" OZ. 39 NEW NICHIHA SIDING SYSTEM - INSTALL PER MANUFACTURES INSTRUCTIONS. 40 NEW THICKENED EDGE CONCRETE SLAB - SEE FOUNDATION PLAN 41 NEW 2x WOOD SILL / CLEAT WITH (3) 1/4" X 4 1/2" SDS25412 WOOD SCREWS INTO EACH EXISTING ROOF MEMBER (3-1/4" x 4" SDS25412 WOOD SCREWS a 2x8 CLEAT 42 2x8 LOW RAFTER - FASTEN TO 2X6 RAFTERS W/ (1) 10d NAILS 9 INT 43 2X6 BLOCKING/BRACE a 48" - CUT TIGHT TO FIT IN BETWEEN FRAMING. OREMOVE EXISTING PORTION OF MASONRY WALL 45 NEW 8" REINFORCED CONCRETE MASONRY WALL ONEW CONCRETE LINTEL ASSEMBLY. SEE DETAIL A/S2 4i NEW 2X10 ROUGH SAWN CEDAR FASCIA TO MATCH EXISTING. ONEW 2x6 VERT. FRAMING - FASTEN TO HIGH RAFTER W/ (4) 10d NAILS AND AS18 TRUSS PL EACH SIDE AT LOW RAFTER 49 NEW 2x4 VERTICAL BRACING AT EACH EXISTING TRUSS. FASTEN WITH (4) 10d NAILS EACH END 2X6 WOOD KNEE WALL - FASTEN VERT TO RAFTER W/ (4) 10d NAILS 51 DOUBLE 2X TOP PLATE 52 METAL DRIP EDGE 53 NEW METAL GUTTER AND DOWNSPOUT 54 GENERAL CONTRACTOR TO VERIFY EXISTING ROOF PITCH PRIOR TO FABRICATING TRUSS/FRAMING. 55 NEW 5/8" GYPSUM BOARD 56 TRIPLE 2x8 HEADER W/ BLOCKING AS REQUIRED. 5'i EXISTING BATT INSULATION TO REMAIN. 58 EXISTING GYPSUM BOARD CEILING AND FRAMING TO BE REMOVED. 59 TILE BASE - SEE INTERIOR ELEVATIONS AND DETAIL F/Ale. ® NEW 18" SIMPSON STRAP AT VERTICAL FRAMING. 61 2X6 BLOCKING BETWEEN RAFTERS 62 IS" LAP AT RAFTER SPLICE. FASTEN RAFTERS TOGETHER WITH MIN 4B (8) 10d NAILS. Y 1 PLm 7 REVISIONS BY 00 Cl) N �---r Q o W 5 Cq U CO f N CL �/ o G O U N • t` E - pp 3 "3ti3 Cn 0 m F �s �y CO O- el �i i .a 00 N 0 o # R. O O L CY O C m t `n o v I M C 75 "v Q 0 —j 7 v m m L� V 0 w -C N O � O � oL v Z W m C O N m N QC Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: JDS Job: 21-018 Sheet A5b ,: .;._ �_ I I[ L i i...u.a:, a i. . r la"i alu;i„u;ii�. is 1ui��ud, L;ii JJUJ II L.. FT__ I i'. T I ', - I I-- DOOR T"MS DOOR SCHEDULE NO. TYPE DOOR FRAME WAR XARE REMARKS NO. SIZE MATERIAL FM. FR MAT. FIN. TYPE 101 A PR 3'-0" x S'-0' AL/GL AN - AL AN A 1 2 101 102 5 3'-0" x T-0' AL/GL AN - AL AN 6 2 2 102 STOREFRONT 103 13 3'-0" x T-0' AL/GL AN - AL AN 5 3 2 103 DOOR SYSTEM 104 C 3'-0" x i'-0' W FNT - W FNT C 4 2 104 BY "YKK" IID5 - EXISTMCs - - - - - - - I 105 INTERIOR EXTERIOR A A B C EXISTING ALUMINUM STOREFRONT ALUMINUM STOREFRONT HOLLOW METAL CONCRETE X DOOR DOOR DOOR SLAB c TOP OF WALK At ENTRY o q. REMARKS 1. REMOVE EXISTING CLOSER t THRESHOLD FROM DOOR / 2. ALL FRAMES TO BE ANODIZED BLACK OR PAINTED BLACK TO MATCH ANODIZE FRAMES PER THE SCHEDULE. O EX-MRIOR DOOR SILL DETAIL D S HARDWARE SCHEDULE SCALE: 3" 1'-0" 04 1. 14ARDWARE SETA*- 4. WAADWARE SET IVES CONTINUOUS HINGES 1121­10 - 628 (1 1/2) PR BUTT HINGES (1) THRESHOLD - ALUM. (1) THRESHOLD 1 (1) CYLINDER LOCK -KEY OUTSIDE -THUMB TURN INSIDE (1) CYLINDER LOCK -KEY OUTSIDE -THUMB TURN INSIDE 6 (2) AUTOMATIC FLUSH BOLTS (1) AUTOMATIC FLUSH BOLTS (2) PULL HANDLES (1) PULL HANDLES (2) PUSH PLATES (1) PUSH PLATES (2) DOOR STOPS AS REQUIRED (1) DOOR STOPS AS REQUIRED �i (2) AUTO CLOSERS (1) AUTO CLOSERS (1) WEATHERSTRIPPING (1) WEATHERSTRIPPING SIM 1 y (1) SWEEP (1) SWEEP SET 02 2. HARDWARE IVES CONTINUOUS HINGES 1121­10 - 628 (1) THRESHOLD - ALUM. MASONRY STRUCTURE - SIDING SEE EXTERIOR 0 3 (1) CYLINDER LOCK -KEY OUTSIDE -THUMB TURN INSIDE ABOVE ELEVATIONS G.C. TO SIM SIM (1) AUTOMATIC FLUSH BOLTS (1) PULL HANDLES I" RIGID COORDINATE EXTERIOR FINISH CONDITION SIM (1) PUSH PLATES INSULATION (1) DOOR STOPS AS REQUIRED �' (1) AUTO CLOSERS 2 2 ¢ (1) WEATHERSTRIPPING 1/2" GYPSUM (1) SWEEP WALLBOARD INTERIOR EXTERIOR A B C3. HAROWARE SET +3 J IVES CONTINUOUS HINGES 112HD - 628 2-I/2" METAL r--------- ALUMINUM FLASHING AS (1) THRESHOLD - ALUM. FRAMING F - -, REQUIRED SCHLAGE RIM CYLINDER 20-051 - 628 - L _ _ _ _ _ _ _ _ _ _ _ _ _ J MANUFACTURER'S STANDARD FLUSH BOLTS (1) PULL HANDLES r---� (1) DOOR STOPS AS REQUIRED SEALANT I I BREAK METAL (1) AUTO CLOSERS (1) WEATHERSTRIPPING SEALANT (1) SWEEP TOUCHBAR EXIT DEVICE I p I (VON DUPRIN 35A-NL-OP-388-299 I I HOLLOW METAL I I DOOR FRAME THIS HARDWARE GROUP TO BE PROVIDED AS PART OF THE ALUMINUM ENTRANCE PACKAGE AND SHALL BE MANUFACTURER'S BEST QUALITY SYSTEM. PERIMETER WEATHERSTRIPPING BY DOOR / FRAME MFR. 0 HOLLOW METAL DOOR HEAD/JAMB DETAIL D NOTES SCALE: 3" : I'-0" 1. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 6TH EDITION / NFPA 101 LIFE MASONRY STRUCTURE ABOVE SIDING -SEE EXTERIOR SAFETY CODE i2.12 WIDTH �2.1.4 SWING AND FORCE t0 OPEN '12.15 LOCKS AND LATCHES AND ALARM DEVICES 'i2.18 i.' ELEVATICYPRESS 12.1b SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES SELF CLOSING SIDING - i ` COORDINATE EXTERIOR DEVICES. SEE INTERIOR .'` ,' FINISH CONDITION 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIREMENTS. ELEVATIONS 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL" SERIES "SATURN". INTERIOR 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES • EXTERIOR 5. ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES. 6. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. I x 4 CYPRESS TRIM ALUMINUM FLASHING AS I I REQUIRED 1. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO I I THAT FROM AN OPEN POSITION OF 10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 ALUMINUM THRESHOLD I I INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR SEE DOOR SCHEDULE I i BREAK METAL S. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 8271_15F INTERIOR I 1L I 0 i EXTERIOR Ix CYPRESS TRIM 9. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 5L5F (222N). I 0 I CONTINUOUS SEALANT 10. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER CONCRETE SLAB - SEE FOUNDATION i I i Q I CONTINUOUS SEALANT STOREFRONT SYSTEM qX DOOR PLAN j i F CONCRETE BY "YKK" OR EQUAL - SEE ---� SIDEWALK DOOR SCHEDULE STOREFRONT DOOR SYSTEM BY "YKK" OR EQUAL - SEE DOOR SCHEDULE 0 HOLLOW METAL DOOR THRESHOLD DETAIL 1 O EX-MRIOR DOOR HEAD DETAIL (JAM5 SIMILAR) I' SCALE: 3" = -0" SCALE: 3" ■ I'-0" REVISIONS BY 'l m N Q� o 0 t-- o x N � U mcom a0+ / N O Q .. O cu N 3 o ti � o titic' N �� Ch y-%gig.;: ,���.«"<�'�.�'.�:..,.✓ 0 .p 9 y3rt �3�i 0 o :d 07. 00 ' N M C) > o� Oas as 0. N V) O L O �«- C m LA o I vM C v Q 'O J 7 m m ti' U � _ W ( I ,^ C �► t U) O sa. vZ O O C O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet A6a i EXISTING I• STRUCTURE FURRING A 1 x CYPRE SEE INTER ELEVATION Ix CYPREE SEALANT 1 x TRIM - SEE INTERIOR ELEVATIONS Ix TRIM SEALANT STOREFRONT SYSTEM BY "YKK" EXISTING OR MASONRY STI AND FURRING SEE WALL SE INTERI; IXCYPRESS SEE INTEROOF ELEVATIONS Ix CYPRESS 1 CONTINUOUS 3 SIDING - SEE EXTERIOR ELEVATIONS G.C. t0 COORDINATE EXTERIOR FINISH CONDITION ALUMINUM FLASHING AS REQUIRED EXTERIOR SEALANT AS REQUIRED 1 x 4 TRIM Ix TRIM SEALANT STOREFRONT SYSTEM BY WINDOW SHCEDULE MANE / FLORIDA TYFE SIZE DESIGNATION PRODUCT 1;81AFXS APPROVAL ® 4'-0" x 10'-0' YKK C19262 YES 40 FI © V-0, x F-0' YKK 129262 YES 40 FI OC 10-0" x V-0' ym 129262 YES 40 PI OD W-0' x V-0' YKK 129262 YES 40 FI O W-0" x V-2" ym 129262 YES 40 FI C RAL WINDOW NOTES 1. REFER TO MAUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE t0 BE 1" INSULATED GLAZING WITH SOLAR GRAY TINT. 3. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS TO BE BLACK ANODIZED ALUMINUM. 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL 5. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION 101 INTERIOR WINDOW HEAD DETAIL CJAM8 SIMILAR)J(DI EXTERIOR WINDOW HEAD DETAIL (JAM5 SIMILAR) ; WINDOW I y a SCALI STOREFRONT SYSTEM BY "YKK" SEALANT 1-1 INTERIOR EXTERIOR 1 x TRIM Ix CYPRESS TRIM STOREFRONT WINDOW SYSTEM BY "YKK" - SEE WINDOW SCHEDULE Ix4 CYPRESS TRIM ix FURRING SEALANT SEALANT lx4 CYPRESS TRIM ALUMINUM SILL PAN EXISTING SEE DETAIL 4/A6b EXISTING FURRING CONCRETE STRIP EXISTING 2 X SLAB TOP OF WALK BLOCKING EXISTING MASONRY STRUCTURE AND FUWING 101 INTE3RIOR WINDOW SILL DETAIL 0 EXTERIOR WINDOW SILL DETAIL SCALE: 3/8" HEM EDGE WIDTH OF WINDOW FRAME PLUS 1/8" .040 MIL CLEAR ANODIZED ALUMINUM PAN *ALL JOINTS M_ BE WATER TIGHT O o4LUMINUM SILL PAN DETAIL SCALE: N.T.S. SEALANT Ix CYPRE E 1 x 3 FURF Ix4CYP CYPRESS SEE INTEF ELEVATIC EXISTING 0 r=X r=RIOR WINDOW SILL DETAIL SCALE: 3" = 1'-0" EFRONT SYSTEM f1KK11 tINUM SILL PAN DETAIL 4/A6b TERIOR ANT CYPRESS TRIM - f TO MATCH SIDING ANT HIND AS REQUIRED R PAN FLASHING BEHIND WINDOW AND PAINT SIDING -EDED TO INSTALL rRIM SIM mull FINISH FLOOR M DOC 000 FINISH FLOOR FINISH FLOOR WAIRDWAIRS SPECIFICATIONS AWREY. HINGES : CAL -ROYAL - U626D - 5531xUS26,T5+431xUS26 AL ALUMINUM CLOSER : LCN - U526D - 1460/1441 AN ANODIZED FINISH WALL STOP : CAL -ROYAL - U826D - CONW542 FAG FACTORY FINISH FLOOR STOP : CAL -ROYAL - US26D - DSHP18 FBGL F15ER-sLASS PRIVACY SET SCHLAGE - U8260 - SATURN AL408 GL GLASS DEADBOLT : SCHLAGE - U8260 - 8660 HCWD HOLLOW CORE WOOD AUTOMATIC FLUSH BOLTS : IVES - U5260 - FB41P HM HOLLOW METAL THRESHOLD : PEMKO - ALUM - 210A or 110A MDF MEDIUM DENSITY FIBERBOARD DOOR SWEEP : PE7'1K0 - ALUM - 315CN MTL METAL PULL HANDLE : DON-JO - US26D -'1114 PNT PAINT PUSH PLATE DON-JO - U8260 - 12 846 STAINED t SEALED KICK PLATE : DON-JO - ALUM - J102 SCWD SOLID CORE WOOD TOUCHBAR EXIT DEVICE VON DUPRIN - U6261D - 35A-NL-OP-388-2SS STL STAINLESS STEEL WD WOOD WVC WOOD VINYL CLAD REVISIONS BY m u o m YCO� � Q I� - n o U 5 N ~ U / N 0 `tea ►—� o al v� -5 N Q o ao 3 CQ o E N co 'Jill �.., :n .: co o u_` J ; ❑ o.z I Qi � Q Q00 •ri N d o 0 LL. Q o x 0. N O ti of 0 �F m 0 vM m M} -v v 'O J m m L` U 0 — y rn � v .= .t N 0 0 0 s av v Z � C 0 N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet A6b II I --F r I - T I io INTERIOR ELEVATION — ENTRY / 5AR SCALE: 3/8" - I'-0" KEYED NOTES Ol CYPRESS SIDING - SEE FINISH SCHEDULE OEXISTING DOORNIINDOW SYSTEM ONOT USED OFIREWOOD RACK - SEE BRAND BOOK FOR DETAILS - BY VENDOR OOPEN TO BEYOND ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULES OADA BAR SEATING BEYOND AT V-10" HIGH / TAKE OUT COUNTER - SEE PLAN OSUBWAY TILE, WHITE - SEE FINISH SCHEDULE OSUBWAY TILE, BLACK - SEE FINISH SCHEDULE 10 4" X 16" WOOD SHELF, TAPS BELOW It T t G WOOD CEILING - SEE REFLECTED CEILING PLAN 12 ART CLUSTER - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLER / VENDOR 13 6" PORCELAIN TILE BASE - SEE FINISH SCHEDULE AND DETAIL F/A-Ic. 14 EXISTING BEAM 15 NEW BOX BEAM - SEE REFLECTED CEILING PLAN 16 HAND PAINTED SIGN - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 17 HAND PAINTED GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR IS EXISTING SLOPED T ! G WD. CEILING 19 CORRUGATED METAL 20 BLACK WOOD TRIM 21 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 22 WALL HUNG GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 23 LOW WALL - SEE DETAIL A/A-Ic 2 FLAT PANEL T.V. - BY OWNER 25 EQUIPMENT - SEE KITCHEN PLAN 26 ix4 CYPRESS WOOD TRIM 2� 1x8 CYPRESS WOOD TRIM 28 lxl2 CYPRESS WOOD TRIM 29 Ix CYPRESS TRIM / CASING SEE DETAIL 5/A2 QSTAINLESS STEEL TRIM - SEE DETAIL A/A2 31 PLUMBING FIXTURE - SEE PLUMBING DRAWINGS 32 6" QUARRY TILE BASE - SEE FINISH SCHEDULE 33 4" WOOD BASE WITH PORCELAIN TILE AT EDGE 34 Ix WOOD TRIM AT TRANSITION 35 REMOVABLE BULKHEAD FOR ICE 36 EXISTING Ix4 TRIM 3l ICE MACHINE - SEE FLOOR PLAN 38 NEW BUILT-IN SHELF WITH STAINLESS STEEL COUNTERTOPS 39 EXISTING LOW WALL WITH NEW FINISH 1@1 INTERIOR ELEVATION — SAR J(DI INTERIOR ELEVATION - PINING ROOM SCALE: 3/5" ■ 1'-0" SCALE: 3/8" = I'-0° VA1 NOT INTERIOR ELEVATION — ENTRY SCALE: 3/8" - P-O" CTI CS RU O INTERIOR ELEVATION — DININCx / SALAD 5AR CS ""0 CTI CS P1 55q=7 I. E] FINISH TYPE CALL OUT - SEE MATERIAL FINISH SCHEDULE ON SHEET ID1 2. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MIC 4AEL CALDERONE (813) 925-0144 mcalderone®americanprod.aom REVISIONS BY i v coo r� � °•�' m cNo ) .a o �---� ¢ o 0 n NU C�3 Y N 5 c a c oCz U N Q E o °°Cu 3 ox� . o ,a N co y i? rW .� a1 w U. p o u_ ` -� r 0 •O% < Y. `7 Q 1 � .r; � b � o� 0 o Q a� Cn a O i cy O 1 C m �� Lo v _ M v Q 'O J m m �` U 0 w i fn O �.OL O s 0 Z 0 m O N m V) Q: Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GN111 Job: 21-018 Sheet Ala f 1111 1 .hi�:i`�I�� .' INTERIOR ELEVATION - SALAD 5AR / D ININC-6 P400M SCALE: 3/8" = 1'-0" KEYED NOTES Ol CYPRESS SIDING - SEE FINISH SCHEDULE OEXISTING DOOR/WINDOW SYSTEM ONOT USED OFIREWOOD RACK - SEE BRAND BOOK FOR DETAILS - BY VENDOR OOPEN TO BEYOND ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULES OADA BAR SEATING BEYOND AT V-10" HIGH / TAKE OUT COUNTER - SEE PLAN OSUBWAY TILE, WHITE - SEE FINISH SCHEDULE OSUBWAY TILE, BLACK - SEE FINISH SCHEDULE 10 4" X 16" WOOD SHELF, TAPS BELOW 11 T t G WOOD CEILING - SEE REFLECTED CEILING PLAN 12 ART CLUSTER - SEE BRAND BOOK FOR DETAILS - BY OWNERS .............. SUPPLER / VENDOR 13 6" PORCELAIN TILE BASE - SEE FINISH SCHEDULE AND DETAIL F/A'1c. 14 EXISTING BEAM _CA 15 NEW BOX BEAM - SEE REFLECTED CEILING PLAN I6 HAND PAINTED SIGN - SEE BRAND BOOK FOR DETAILS - BY `Q•• OWNERS SUPPLIER / VENDOR 17 HAND PAINTED GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 18 EXISTING SLOPED T t G WD. CEILING 19 CORRUGATED METAL 20 BLACK WOOD TRIM 21 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 22 WALL HUNG GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 23 LOW WALL - SEE DETAIL A/A-Ic 24 FLAT PANEL T.V. - BY OWNER 25 EQUIPMENT - SEE KITCHEN PLAN 26 Ix4 CYPRESS WOOD TRIM 0 Ix8 CYPRESS WOOD TRIM 28 Ixl2 CYPRESS WOOD TRIM 29 Ix CYPRESS TRIM / CASING SEE DETAIL 5/A2 QSTAINLESS STEEL TRIM - SEE DETAIL A/A2 31 PLUMBING FIXTURE - SEE PLUMBING DRAWINGS 32 (o" QUARRY TILE BASE - SEE FINISH SCHEDULE 33 4" WOOD BASE WITH PORCELAIN TILE AT EDGE 34 lx WOOD TRIM AT TRANSITION 35 REMOVABLE BULKHEAD FOR ICE 36 EXISTING ix4 TRIM 3D ICE MACHINE - SEE FLOOR PLAN 38 NEW BUILT-IN SHELF WITH STAINLESS STEEL COUNTERTOPS 39 EXISTING LOW WALL WITH NEW FINISH IG)l INTERIOR ELEVATION - ENTRY / T� PIT GNWPMiZ4L NOTES 1. E:] FINISH TYPE CALL OUT - SEE MATERIAL FINISH SCHEDULE ON SHEET IDl 2. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MIC 4AEL CALDERONE (813) 928-0144 mcalderone®americarprocIzom INTERIOR ELEVATION - TTLITE- PIT / ENTRY SCALE. 3/8" = I'-0" REVISIONS BY 0, 00 m N Q� �0 o n o y ro ti U O N U ro cXy o - • Q ti > Q E d � o 0 N x r, 0 ~� Etia N • 1 1 s ,: ">a ' v I o: u_: ca S' 0'• I Q .44 >o� oo� a a� O 0 CY O I cv C m i - LO v _ 'v Q 0 —j v m m L` U Id _ y Vl V) U .= O Vl O> v Z O =a_ 0 Z IV m m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GNIII Job: 21-018 Sheet Alb CTI 101 INTERIOR ELEVATION - D INM ROOM SCALE: 3/6" = 1'-0" 1/2" TILE BACKER 1/2" PLYWOOD BOARD CYPRESS WOOD SIDING 1" QUARTER ROUND SUBWAY TILE SEE FINISH SCHEDULE 2x BLOCKING AS REQUIRED I x 4 CYPRESS WOOD TRIM CORRUGATED METAL PANEL MOUNTED TO 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING I x 4 CYPRESS WOOD TRIM WOOD BLOCKING AS REQUIRED fo" PORCELAIN TILE BASE 3-5/8" METAL SEE INTERIOR ELEVATIONS SEE DETAIL F/A7c FRAMING - / CONCRETE SLAB SEE INNISH SCHEDULE F CS 1/2" TILE BACKER BOARD SUBWAY TILE SEE FINISH SCHEDULE WOOD BLOCKING AS REQUIRED — 3-5/8" METAL FRAMING tr m CTI 100 WALL BEYOND 2 x 12 ATTACHED TO CONCRETE BLOCK W/ 3" TAPCON COUNTER SINK AND FILLED 2x BLOCKING AS REQUIRED 1 x 4 CYPRESS WOOD TRIM CORRUGATED METAL PANEL MOUNTED TO 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING I x 4 CYPRESS WOOD TRIM ro" PORCELAIN TILE BASE SEE INTERIOR ELEVATIONS - SEE DETAIL F/Aic CONCRETE SLAB SEE FINISH SCHEDULE CT2 3/4" PLYWOOD BACK WALL SHEATHING BY W MODULAR BAR SYSTEM VENDC 4 .4m �Q m p d e r n WOOD BLOCKING AS REQUIRED — 2x BLOCKING AS REQUIRED 2x BLOCKING AS 2 -0" REQUIRED BAR TOP -SEE SHEET --- ------ -----------------� IDI 411 ❑ 3/4" �— 3/4" PLYWOOD 1 x 4 CYPRESS WOOD TRIM REMOVABLE PANEL AS REQUIRED FOR SERVICE ACCESS TO PLUMBING IN PREFAB MODULAR BAR WALL SYSTEM - CORRUGATED METAL PANEL MOUNTED TO 1/2" PLYWOOD SHEATHING - PANELS LIFT UP AND SWING OUT FOR SERVICE 1/2" PLYWOOD SHEATHING MODULAR BAR SYSTEM O 1 x 4 CYPRESS WOOD TRIM O O 1 x 2 CYPRESS WOOD TRIM 2"0 GALV. PIPE FOOT RAIL SYSTEM WITH ESCHUTEON MOUNTING ...........'k BRACKET CONCRETE SLAB SEE FINISH SCHEDULE 6" PORCELAIN TILE BASE SEE INTERIOR ELEVATIONS - SEE DETAIL F/Aic CYPRESS WOOD WALL �P 4 CYPRESS WOOD TRIM r_W SIDE 'PRESS SIDING EACH )E 'PLYWOOD SHEATHING .CH SIDE x 3" x 3/16" STEEL TUBE 18" O.G. START + 1'-0" OM END OF LOW WALL V8" METAL FRAMING PORCELAIN TILE BASE E INTERIOR ELEVATIONS iEE DETAIL F/A"Ic )NCRETE SLAB SEE ISH SCHEDULE KEYED NOTES OCYPRESS SIDING - SEE FINISH SCHEDULE OEXISTING DOOR/WINDOW SYSTEM ONOT USED OFIREWOOD RACK - SEE BRAND BOOK FOR DETAILS - BY VENDOR OOPEN t0 BEYOND ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULES OADA BAR SEATING BEYOND AT V-10" HIGH / TAKE OUT COUNTER - SEE PLAN OSUBWAY TILE, WHITE - SEE FINISH SCHEDULE OSUBWAY TILE, BLACK - SEE FINISH SCHEDULE 10 4" X 16" WOOD SHELF, TAPS BELOW 11 t ! G WOOD CEILING - SEE REFLECTED CEILING PLAN 12 ART CLUSTER - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLER / VENDOR 13 6" PORCELAIN TILE BASE - SEE FINISH SCHEDULE AND DETAIL F/Alc. GEXISTING BEAM G GNEWBOX BEAM - SEE REFLECTED CEILING PLAN G 16 HAND PAINTED SIGN - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 0HANDPAINTED GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY 0 OWNERS SUPPLIER / VENDOR 18 EXISTING SLOPED T t G WD. CEILING 19 CORRUGATED METAL 20 BLACK WOOD TRIM 21 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 22 WALL HUNG GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 23 LOW WALL - SEE DETAIL A/Alc 24 FLAT PANEL T.V. - BY OWNER 25 EQUIPMENT - SEE KITCHEN PLAN 26 Ix4 CYPRESS WOOD TRIM ESS WOOD TRIM 0 Ix& CYPR 28 Ix12 CYPRESS WOOD TRIM 29 Ix CYPRESS TRIM / CASING SEE DETAIL 5/A2 QSTAINLESS STEEL TRIM -SEE DETAIL A/A2 31 PLUMBING FIXTURE - SEE PLUMBING DRAWINGS 6 32 " QUARRY TILE BASE - SEE FINISH SCHEDULE G G4" WOOD BASE WITH PORCELAIN TILE AT EDGE G 34 Ix WOOD TRIM AT TRANSITION 35 REMOVABLE BULKHEAD FOR ICE 36 EXISTING ix4 TRIM 37 ICE MACHINE - SEE FLOOR PLAN 38 NEW BUILT-IN SHELF WITH STAINLESS STEEL COUNTERTOPS 39 EXISTING LOW WALL WITH NEW FINISH lei T' .OUT WALL DETAIL 101 T, XE „OUT COUNTER DETAIL 101 13AIR DETAIL lei LOW WALL WALL V-011 SUPPORT DETAIL I CxENERAL NOTES REFER TO SHEET Alb FOR WALL SUBSTRATE CYPRESS WOOD SIDING GROUT t0 EDGE OF BACKER BD. WOOD FRAMING AT 16" O.C. MAX TILE BACKER BOARD At BASE. MATCH WOOD SIDING THICKNESS 6" PORCELAIN TILE BASE - DARK GREY EPDXY GROUT - REFER TO FINISH SCHEDULE E) WALL 95 DETAIL Cr= SCALE: 6" 1'-0" P.O.S. DETAIL SCALE: 1 1/2" ■ I'-0" Ix CYPRESS WOOD WALL CAP I x 4 CYPRESS WOOD TRIM BLACK LAMINATE FINISH OVER 5/8" PLYWOOD 2x WOOD BLOCKING CYPRESS WOOD SIDING 1/2" PLYWOOD SHEATHING 2 x 4 WOOD FRAMING At Iro" O.C. MAX. 6" PORCELAIN TILE BASE SEE INTERIOR ELEVATIONS - SEE DETAIL F/A-Ic CONCRETE SLAB SEE FINISH SCHEDULE 1. El FINISH TYPE CALL OUT - SEE MATERIAL FINISH SCHEDULE ON SHEET IDI 2. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MICHAEL CALDERONE (813) 925-0144 mcalderons*amer►canprod.com REVISIONS BY 00 CO m .-_. .c , coo 0 o � � o N ccti U � N x U � ro Y L4 C, c O �U N • Q ti QQ�� •o - I— 3 r: -- > 3 w 3o N ti ti o tia N [h N� .. :' �i I� 4.-Z 121) 0 .y Q n Q w �. V o o Jl Y Y � U a a a� V) L cr 0 N C m -0 qt rn 0 0 m M} � C Q 0 J 7 m v I'dm = U W V I 0 C) .= C 0 to O sa. 0 Z t m to C O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GNIII Job: 21-018 Sheet A7c 101 INTERIOR ELEVATION - D ININC- ROOM 1@1 INTERIOR ELEVATION - D INM ROOM SCALE: 3/8" = 1'-0" SCALE: 3/6" = I'-0" KEYED NOTES Ot CYPRESS SIDING - SEE FINISH SCHEDULE OEXISTING DOOR/WINDOW SYSTEM ONOT USED OFIREWOOD RACK - SEE BRAND BOOK FOR DETAILS - BY VENDOR OOPEN TO BEYOND ODOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULES OADA BAR SEATING BEYOND AT V-10" HIGH / TAKE OUT COUNTER - SEE PLAN OSUBWAY TILE, WHITE - SEE FINISH SCHEDULE OSUBWAY TILE, BLACK - SEE FINISH SCHEDULE 10 4" X 16" WOOD SHELF, TAPS BELOW 11 T t G WOOD CEILING - SEE REFLECTED CEILING PLAN 12 ART CLUSTER - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLER / VENDOR 13 6" PORCELAIN TILE BASE - SEE FINISH SCHEDULE AND DETAIL F/Alc. 14 EXISTING BEAM 15 NEW BOX BEAM - SEE REFLECTED CEILING PLAN 16 HAND PAINTED SIGN - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR Ii HAND PAINTED GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 18 EXISTING SLOPED T t G WD. CEILING 19 CORRUGATED METAL 20 BLACK WOOD TRIM 21 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 22 WALL HUNG GRAPHIC - SEE BRAND BOOK FOR DETAILS - BY OWNERS SUPPLIER / VENDOR 23 LOW WALL - SEE DETAIL A/Aic 24 FLAT PANEL T.Y. - BY OWNER 25 EQUIPMENT - SEE KITCHEN PLAN 26 ix4 CYPRESS WOOD TRIM 2'I Ix8 CYPRESS WOOD TRIM 28 IxI2 CYPRESS WOOD TRIM 29 ix CYPRESS TRIM / CASING SEE DETAIL 5/A2 QSTAINLESS STEEL TRIM - SEE DETAIL A/A2 31 PLUMBING FIXTURE - SEE PLUMBING DRAWINGS 32 roil QUARRY TILE BASE - SEE FINISH SCHEDULE 33 4" WOOD BASE WITH PORCELAIN TILE AT EDGE 34 Ix WOOD TRIM AT TRANSITION 35 REMOVABLE BULKHEAD FOR ICE 36 EXISTING ix4 TRIM 3l ICE MACHINE - SEE FLOOR PLAN 38 NEW BUILT-IN SHELF WITH STAINLESS STEEL COUNTERTOPS 39 EXISTING LOW WALL WITH NEW FINISH IG)l INTE3RIOR ELEVATION - D ININCis ROOM 1lO INTERIOR ELEVATION - DINING ROOM SCALE: 3/8" ■ 1'-0"1 ` NOT I. E] FINISH TYPE CALL OUT - SEE MATERIAL FINISH SCHEDULE ON SHEET 01 2. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MICHAEL CALDERONE (813) 925-0144 mcalderone®americanprocIzom REVISIONS BY • „ v, 00 y m N o 0c) �xV4 N v�� ; > N N G a [i Cd _ • N F ti Q � o 0-0 3 t- 3 w N O t— � ti o ti a m k •`.. ... 3�i� IN O. �cG 00 o d LL° 0 mod. .•� � & hH A Cq o �V > � d O o a a� 0 L Or O 1 �04 m v M ID M -� 'v Q O —j 3 v m m L� U w N O W V I c.% � •_ w = N to >� of 0 Z u m O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GNIII Job: 21-018 Sheet A7d ., T u I 1 �— I - — - -- ,i .11 .; :: .iu�, I �..Ilu l&.-le Wliufi 1. �J a i. n:;kittlaiik it .a9l:ll IJC; 9.iii[�. I - li i i. ,.. i.....:, ROOM FINISH SG-IEPULE NO. ROOM NAME BASE FLOORS NORTH WALLS EAST SOUTH WEST CEILING REMARKS NO. 101 ENTRY PTB PTF CS/EB CS CS CS ACT2 2,3 101 102 DINING PTB PTF CTW2/CS/PI CS CS/PI ACTI 1,2 102 ROW I-8 PTB PTF ACTI 2 103 PAS. PTB PTF CS CS ACTI 2 103 104 ENERGY ZONE PTB PTF CMP C$ ACTI 2 104 105 BAR PTF CTWI/CTW2 CTWI/CTW2 CTWI/CTW2 CS/C415 1,2 105 106 KITCHEN QTB QT FRP FRP FRP FRP Gm 2 106 101 PREP AREA QtB QT FRP ETR 2 10-1 108 COOK LINE QTB QT FRP FRP/88 ETR 2 108 109 THE Pit QTB QT CTWI CTWI CTWI CTWI ACTI 2 109 110 WOMEN'S RR ETR ETR C$/ 1=3 /ETR CS/ 1=3 /ETR CS/ P3 /ETR CS/ P3 /ETR ETR 4 110 III MEN'S RR ETR ETR CS/ P3 /ETR CS/ P3 /ETR CS/ P3 /ETR CS/ P3 /ETR ETR 4 111 112 DINING PTB PTF CS/PI CS/PI CS/1-1 CS/PI ACTI 1,2 IM"AfRKS I. SUBWAY TILE COVE BASE 2. FINISHES INDICATED ON PLAN - EXISTING WALL, FLOORS AND CEILINGS NOT BEING REMODELED OR MODIFIED TO REMAIN. I PATCH AND REPAIR ALL ADJACENT REMODEL AREAS AS REQUIRED. MEN �� � I 3. ENTRY / RETAIL CEILINGS ARE TO BE RE -USED IN PLACE WHERE POSSIBLE G.0 t0 VERIFY CONDITIONS. 4. ALL EXISTING FINISHES IN MEN$ AND WOMANS RE$TROOMS t0 REMAIN - REFER TO INTERIOR ELEVATIONS ON SHEET Alc. I r-IN[A- u MATERIAL LEGEND 4 ' —I I I I I I _ I MATERIAL A55 MAKER - MODEL - MANUFACTURER FLOORIWG QUARRY FLOOR TILE QT DAL TILE "QUARRY TEXTURES" ABRASIVE GRAIN - COLOR: OTOI DIA51.0 RED, 6"xb11xl/2" THICK - GROUT: CUSTOM BUILDING PRODUCTS, COLOR: 50 NUTMEG, MATCH EXISTING PLANK TILE FLOOR PTF 6"x18" PLANK TILE FLOOR BASE PORCELAIN TILE BASE F'TB 6"xb" DAL TILE "DARK GRAY" DAL TILE "QUARRY TEXTURES" Q-1665 BULLNOSE TRIM - COLOR: Ot01 DIABLO RED, QUARRY TILE BASE QTB ABRASIVE GRAIN 6"x&"A/2" THICK - GROUT: CUSTOM BUILDING PRODUCTS, COLOR 50 NUTMEG, MATCH EXISTING WALLS PAINT PI PAINT: BENJAMIN MOORES COLOR OZARK SHADOWS GRAY AC-26 PAINT P2 PAINT: SHERWIN WILLIAMS COLOR GRAY (TBD) PAINT P3 PAINT: SHERWIN WILLIAMS COLOR GLOSS BLACK (TBD) PAINT P4 PAINT: SHERWIN WILLIAMS COLOR FLAT BLACK (TBD) CORROGATED METAL PANELS CMP GALVALUME 2B" RIB, 26 GAUGE, X' RIB HEIGHT FIBERGLASS REINFORCED PANELS FRP MARLITE OR EQUAL, COLOR P116 NATURAL ALMOND, PEBBLED SURFACE, MATCH EXISTING DAL TILE "WHITE SUBWAY TILE: 010S, 3"xb" COLOR ARCTIC WHITE OR EQUAL. INSTALL CERAMIC TILE, WALLS CTWI HORIZONTALLY WITH THE VERTICAL JOINTS RANDOMLY STAGGERED (NOT RUNNING BOND). GROUT: NORTH AMERICAN ADHESIVE, 1/8" MAXIMUM GROUT LINE. COLOR: GLOSS AND SMOKY COAL DAL TILE "BLACK SUBWAY TILE: Kill, 3"x6" COLOR BLACK OR EQUAL. INSTALL CERAMIC TILE, WALLS CTW2 HORIZONTALLY WITH THE VERTICAL JOINTS RANDOMLY STAGGERED (NOT RUNNING BOND). GROUT: NORTH AMERICAN ADHESIVE, 1/8 MAXIMUM GROUT LINE. COLOR: GLOSS AND AMERICAN STEEL DAL TILE "BLACK SUBWAY TILE: Xil4, 3"x&" COLOR DESERT GREY OR EQUAL. INSTALL L1nGIyrWTAI I Y I11ITLl *rLlC v=WT1f -A1 _ IrMWTA C)AWMt JM1 Y ctA..r eaCn IMnt cN b W1Wr 3==Ln0.in ) s f .. F W I CEILIWGS P1 PI .. .. i 1 I. _/�•,. vA7+ � € - � 1 E _ ACOUSTICAL AY -IN CEILING TI S L LLE ACTI U "2210-205 A C FAT T SG RADAR- OLOR L BLACK PAIN GRID t0 MATCH .. ft2 .1110 _ LAY -IN CEILING TILES ACT2 USG 24"x24" METAL TILES. SMOOTH FINISH_ PAINT GRID TO MATCH ... Pam. -. _. I. . I GYPSUM WALLBOARD GWB U.S. GYPSUM 1/2" THICK 48" WIDE WITH TAPERED EDGES Q f l"5.. C$_ rA"1d ... . GS P7 I MISC. PI ` .. '...... .... f, .. ..._ .€ £ ..F x... # £ ..I ...E AWNING AW MATTE BLACK FINISH ... :,. . :.. €..... GSS ., , Y i f, P1.... Pl GUTTERS t DOWNSPOUTS GD MATTE BLACK FINISH �,.., f I I ...........� � .� ' I E ;... ` � 5: I ,. € ...., :. ... ....... i � ..... FINISH SAMPLES TO BE SUBMITTED TO ARCHITECT FOR APPROVAL gg CtEiL NOTES 1. PAINT ON GYPSUM WALLBOARD - FLAT FINISH 2. PAINT ON HARDI SIDING - SATIN FINISH 3. PAINT ON METAL OR WOOD DOORS - SATIN FINISH 4. CLEAR COAT ON WOOD TO BE GLOSS FINISH 5. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." - REFER TO SONNY'S PRODUCT REFERENCE GUIDE CONTACT MIC14AEL CALDERONE (813) S25-0144 MCALDERONEOAMERICANPROD.COM KEYED NOTES OHATCHED AREA REPRESENTS EXISTING AREA OF NO WORK (D EXISTING QUARRY FLOOR TILE - PATCH AND REPAIR AS REQUIRED OPLANK TILE FLOOR - SEE ROOM FINISH SCHEDULE OEXISTING FLOOR TILE OWOOD BASE AT FIREWOOD WALL. 66 PREP AND STAIN CONCRETE AFTER REMOVAL OF EXISTING TILE 0 NEW DRAIN AT FLOOR LEVEL. RE -TILE AREA AS REQUIRED REVISIONS 8Y U�U 00 N � ~ Q 0 0 O EO Q) d ti U �x0 U a Cx N C cV occ,- U N .� Q� Q ti Q, ,- O Y 3ti 3 o x ti / U) � o tia s 4J. V �..� co .VW O ZyY J C'• s P a •• � 00 N O 'C O O O # cu r• � y Q L cy O ' 04 C m t O p M M - v p ammo p m U � /� = U C •► t In O >.CL v Z (D m C O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet ID1 O �I II II II O FOOD SERVICE EQUIPMENT ITEM • QTY KITG4EN EMIRIENT EQWPMENT iQEMAMM ITEM • OTY KITGI•IEN EalIPMENT EMI MENT REMAWS 26 1 HAND SINK 64 3 COOK / HOLD OVEN 28 1 REACH -IN REFRIGERATOR 65 2 WORK TABLE 30 3 WORK TABLE 66 1 SMOKER 31 1 RE-TI-ERMALIZER 68 1 FLOOR TROUGH EXISTING TO REMAIN 32 2 COMBINATION OVEN -STEAMER WATER FILTER SYSTEM 6S I HAND SINK 34 1 FRYER BATTERY W/ FILTER SPREADER / DUMPER CABINET 80 S P.O,S. SYSTEM N.I.C. BY VENDOR 35 1 GRIDDLE 81 I UNDERCOUNTER REFRIGERATOR 36 1 REFRIGERATED STAND 82 1 UNDERCOUNTER MUG FROSTER 31 1 CHARBROILER 83 1 BEER COOLER / DISPENSER 313 1 WARMING t HOLDING CABINET MOBILE 84 1 MODULAR BAR DIE 41 1 CUSTOM CARVING TABLE 120/208 VOLT 3 PHASE 85 1 UNDERBAR ICE CHEST 44 2 SLICER 86 1 SODA GUN FILLER SODA GUN N.I.G., BY VENDOR 46 4 DRAWER WARMER 87 1 UNDERBAR BLENDER STATION 41 1 DROP -IN HOT WELL UNIT 88 2 CORNER FILLER DRAIN50ARD 50 1 REACH -IN REFRIGERATOR 8S I GLASS RACK STORAGE DRAIN50ARD 51 1 PICK-UP WORK COUNTER ENCLOSED BASE, SLIDING DOORS S0 I UNDERBAR SINK 53 2 HEAT LAMP S1 1 UNDERBAR DRY WASTE 54 1 SANDWICH / SALAD PREP REFRIGERATOR S2 0 BOTTLE COOLER 5S 2 SODA, WATER t ICE DISPENSER N.I.C. BY VENDOR S3 I UNDERBAR LIQUOR DISPLAY 60 1 BEVERAGE TABLE W/ SINK WATER t ICE STATION S4 1 UNDERBAR HANDSINK 61 2 WALL SHELF S5 0 SALAD BAR 62 2 COFFEE / TEA MAKER Si 1 RELOCATED ICE MAKER/BIN EXISTING TO REMAIN 63 1 BAR BY VENDOR - COORD. LAYOUT WITH EQUIPMENT AND H.C. REQUIREMENTS 99 2 TYPE I HOOD EXISTING RELOCATED W/ ANSUL ISYSTEM F- —.— — — i �, iQE8T1�O�d�1 ❑ i f -- ---------- 1 1 L ---- 1 1 000E., c (11 STOOLS) TYP. C2 11 ,, . ❑ iQEBS VM 7 IIl 1 Cl 1 1 C2 1 1 C2 548 S t4 I,- E1540 B6D T4A T4A B6D Z540 I I � T4 I� I I 1 [B40 E54D I I T4 MEN v� 1 T6 1 T4 1 540 EQUIPMENT INSTALLATION NOTES 1. TEXT EQUIPMENT NUMBER 2. GENERAL CONTRACTOR TO COORDINATE ALL ELECTRICAL AND PLUMBING REQUIREMENTS WITH EQUIPMENT VENDOR 2. ALL KITCHEN EQUIPMENT TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 3. GENERAL CONTRACTOR TO MAKE ALL MECHANICAL, PLUMBING, AND ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT 4. DECOR ITEMS SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 5. IT IS THE RESPONSIBILITY OF THE G.G. TO COORDINATE DELIVERY, UNCRATING, POSITIONING, FINAL HOOK-UP AND REMOVAL OF TRASH OF ALL OWNER SUPPLIED KITCHEN EQUIPMENT. FURNITURE SGr"WEDULE SYMBOL NAME SIZE DESCRIPTION QUANTITY T2 2 TOP 30' X 30' WOOD 5 0 BLOCK T2A 2 TOP 30' X 24' WOOD 0 �� T4 4 TOP 30" x 48" 1 38 BLOCK T4A 4 TOP 24" x 48" �'ICHER 2 T6 6 TOP 30" x 12" WOOD SffCl4ER Ib BLOCK TbA b TOP 30" x 12' BUTCWR �LOCK 0 PT4 4 TOP UIOOD x PRESSURE -- PICNIC TABLE TREATED WOOD Pfi8 8 TOP WOOD 30 x 96 PRESSURE -- PICNIC TABLE TREATED WOOD Rib b TOP ROUND 54" DIA WOOD BUTCI-m -- TABLE BLOCK B2S 2 TOP BOOT14 -- -- 0 SINGLE SIDED B2D 2 TOP BOOTH -- -- 0 DOUBLE SIDED B4S 4 TOP BOOTH -- -- S SMGLE SIDED B4D 4 TOP BOOTH -- -- I6 DOUBLE SIDED BbS 6 TOP BOOTH -- -- 4 MG SLE SIDED e6D 6 TOP BOOTH -- -- 8 DOUBLE SIDED B8S 8 TOP BOOTH -- SMGLE SIDED Cl NAVY CHAIR -- RED 102 EMECO C2 BARSTOOL -- -- I1 'TALL' NAVY -- RED 8 CHAIR EMECO GENERA!_ NOTES 1. REFER TO SONNY'S EQUIPMENT SPECIFICATIONS FOR COMPLETE EQUIPMENT AND UTILITY INFORMATION. 2. FINISH PRODUCT SUPPLIED BY "AMERICAN PRODUCTS, INC." OR OTHER APPROVED SOURCE - REFER TO SONNY'S PRODUCT REFERENCE GUIDE - CONTACT MICHAEL CALDERONE (813) S25-0144 maalderonssamericanprodzom REVISIONS By o m N Q� o 0 o ti U ti V co N US iti •�, a.w:c 12:1 CaLo co C) Q N c Q ti o ^" 00 3 a, ti y 3ti 3 o x ti = � o ti N co .YNx sM. N, a E1 61 u: O 2 0 4 J w o ?0 �w 00 0-J� a a� 0 ti �a O N C m Ln Ln _ v M v Q G J 7 m m L` (0) w N U 0 _ O v v O vZ os Z cD N C 0 m W Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: GNIII Job: 21-018 Sheet K 1 I I li i i� _. � I � �. JAB-tC��l�i�l d)I L IJ.����i.�. !; n .7�i ,.. �... I � _ - ;.i � _ 3 DIVISION I GENERAL NOTES DIVISION 2 SITE WORK DIVISION 4 MASONRY SECTION 01245 SIDING AND TRIM D. SET WITS LEVEL, PLI918 AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK WITS NOT SEE STRUCTURAL DRAWINGS PART 1 GENERAL FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH SECTION 013"0 SHOP DR41JING6, PRODUCT DATA AND SAMPLES TERMITE SPEOPICATIONB INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS M FULL BED OF BUTYL -RUBBER OF 101 RELATED DOCUMENTS POLYIOS8UTYLENE MASTIC SEALANT. PART I GENERAL 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION DIVISION S METALS E. ADJUST AND CHECK EACH OPERATNG ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. AND TREATMENT OF CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEW THE WATER 1.02 SCOPE REPLACE WITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE 1.01 REQUIREMENTS INCLUDED HEATER OR ELECTRIC PANEL. (FBC 1042.6) A FIUR 416H ALL LABOR MATERIAL, TOOLS, EQUIPMENT AND SERVICES FOR ALL SIDING, TRIM AND APPLICATION MADE. INSTRUCT OWNERS M PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING A SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS NONE SPECIFIED FASCIAS AS INDICATED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. FINAL ADJUSTMENT. NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, B. COMPLETELY COORDINATE THE WORK OF OTHER TRADES. ETC., AS REQUIRED. 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE At LEAST 1'-0" AWAY FROM BUILDING SIDEWALKS. C. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY INDICATED, FURNISH AND INSTALL ALL SUPPLEMENTARY 1 �2 KEYING (FBC 1503.4.4) OR MISCELLANEOUS ITEMS, APPURTENANCES AND DEVICES INCIDENTAL TO OR NECESSARY FOR A A KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL 1.02 RELATED REQUIREMENTS A DESIGNATED M THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE SCHEDULE, 3. IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED DIVISION ro WOOD and PLASTICS SOUND, SECURE AND COMPLETE INSTALLATION COMPLETION. COORDINATE THE DATES WITHIN 1'-0" OF THE BUILDING SIDE WALLS. (FBC 1503.4.4) D. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL 1.03 GUARANTEE BE NEEDED. ALLOW SUFFICIENT TIME M THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE ID3 SUBMITTALS A PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF RESUBMITTALS IF REQUIRED. 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SECTION 06410 CUSTOM G,4>BEIIJORIC SAMPLES OWNER'S ACCEPTANCE. 1.03 SHOP DRAWINGS SHALL NOT BE LESS THAN 6 INCHES. PART I CABINETS I. SUBMIT ONE 11" LONG SAMPLE OF SIDING AND TRIM PIECE. END OF SECTION 08-110 A DRAWINGS SHALL BE PRESENTED M A CLEAR AND THOROUGH MANNER EXCEPTION: PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO 101 DOOR FRONTS, DRAWER FRONTS, KICKS AND SPLASHES L04 DELIVER'', STORAGE AND HANDLING I. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS THE FOUNDATION WALL. (FBC 1403110 A KICKS, SPLASHES AND COUNTER TOPS SHALL BE 3/4" THICK PLYWOOD SURFACED WITH HIGH PRESSURE A. STORE MATERIALS OFF GROUND, UNDER COVER SHOW ON CONTRACT DRAWINGS. DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES. B. HANDLE MATERIALS TO PREVENT DAMAGE TO SURFACES, EDGES AND ENDS OF SIDING AND TRIM SECTION ogee GLASS a Cmd..AZNG 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER AND 5. INITIAL TREATMENT SHALL 13E DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETE. (FBC 1816JJ) B• DOOR FRONTS, DRAWER FRONTS AND CABINET BODIES SHALL BE 5/8" WHITE MELAMINE WITH HIGH ITEMS, DAMAGED MATERIALS WILL BE REJECTED AND REMOVED FROM THE SITE. SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES. PART 1 GENERAL REPRESENTATIVE OF COMPANY. 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING: SPACES BOXED AND C. STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES. PART 2 PRODUCTS 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS FORMED. (Fec 1816.12) 1.01 SUMMARY OF THE WORK I. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC„ SHALL BE MADE WITH 1.01 CABINET BACKS A 5/8" WHITE MELAMINE BOXES ON BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR. 2.01 MATERIALS A SIDING AND TRIM SHALL BE MANUFACTURED OF PORTLAND CEMENT, GROW SAND, CELLULOSE A PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON T14E DRAWINGS AND AS SPECIFIED HEREIN, GLAZING TYPES *0 SIZES SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE. 104 PRODUCT DATA PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL FIBER SELECT ADDITIVES AND WATER A PREPARATION: ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. (FBC 1816.13) 1.03 DRAWERS B. PROVIDE SIDING AND TRIM AS MANUFACTURED BY JAMES HARDIE, 26300 LA ALAMEDA, L02 QUALITY STANDARDS 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY S. MMIMIUM b MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF A DRAWER FRAMES SHALL BE GRASS ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED SUITE 250, MISSION YIEJO, CA 92691, PHONE I-888-JHARDIE. A GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING AS60CIATION tT�C•d"IA) COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE N CONTRACT RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. (FBC 1816.1.4) VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR Of CABINET BODIES. C. SIDING TO BE "HARDIPLANK LAP SIDING", 5/I6" THICK, SMOOTH, 1-1/4" WIDTH. "GLAZING MANUAL' AND 'SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. DOCUMENTS. 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. 1�4 SHELVES, DIVIDERS, AND BOTTOMS D. TRIM TO BE NOMINAL I" "HARDITRIM". E. ALTERNATE SIDING AND TRIM MANUFACTURERS OF EQUAL QUALITY AND PERFORMANCE MAY REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT OTHERWISE DEFINED 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. S. CONCRETE OVERPOUR AND MORTAR ALONG: THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE A SHELVES ON THE INTERIOR Of CABINETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL DIVIDERS BE USED IF APPROVED BY THE PROJECT MANAGER IN SECTION OR OHHER REFERENCED STANDARDS. 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. EXTERIOR SOIL TREATMENT. (F5C 1816U5) SHALL BE 5/8" WHITE MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL B. SAFTEY GLAZING PRODUCT: WHERE SAFTEY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAYING 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (U TAPED FRONT EDGE. PART 3 EXECUTION JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z91.1 AND TESTING B.MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: I. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK i0. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE 105 PLASTIC LAMINATE REQUIREMENTS OF CPS_ 16 CPR PART 1201 FOR CATEGORY II MATERIALS. C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO THOSE 2. SUPPLEMENT STANDARD INFORMATION 70 PROVIDE INFORMIATION SPECIFICALLY APPLICABLE (FB STRUCTURE SIDEWALLS. C 1816.I ) A I/Ib" CHICK MATERIAL ON HORIZONTAL SURFACES AND 1/32" ON VERTICAL SUIRFACES. 3.01 INSTALLATION A EXAMINE CONDITIONS UNDER WHICH SIDING AND TRIM IS TO BE INSTALLED. BEGINNING WORK WILL TESTED PER ASTM E 163 (UL 9) AND ARE LABELED AND LISTED BY UL OR OTHER TESTNG AND INSPECTING TO THE WORK (GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO HAVE A RADIUS OF 1 1/2"). CONSTITUTE ACCEPTANCE OF THE WORK CONDITION. AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION. It. EXTERIOR VERTICAL CHEMICAL BARRIER MUST INSTALLED AFTER CONSTRUCTION IS COMPLETE PART 2 PRODUCTS B. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. D. SINGLE SOURCE RESPONSIBILTY : PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLAZING PRODUCT IDIGATEp. 105 SAMPLES N INCLUDING LANDSCAPING AND IRRIGATION ANY SOILL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED,­11111111-111-1- A OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY SHALL BE RETREATED. (FBC 1816.1b) 1.01 HARDWARE ss3o�g E PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND ILLUSTRATE : SCE Na ma � Ii ff m�s .; NORMAL TEMPERATURE CHANGES, WIND LOADING, IMPACT LOADING, WITHOUT FAILURE INCLUDING LOSS OR I. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT A HINGES : "GRASS 120 DEGREE SNAP -ON 3fd00 SERIES" FULL OVERLAY SELF CLOSING B. PULLS 3" BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL FINAL SELECTION tBD ",I t= € # '� `�� � ti � `:d ' ` `• � 0. � t `' BREAKAGE OF GLASS, FAILURE OF SEALMENTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, DEVICES AND TECHNNIQUES. 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. IFBC 1816.1.1) : ___ . ,,_,,,, # ,,,,,,,,,, - �' m-- - - ----•- • _ _; DETERIORATION OF GLASS AND MATERIALS,OTHER DEFECTS IN t DETER ORA ON GLAZINGAND HE WORK 2. FULL RANGE Of COLOR TEXTURE AND PATTERN' FOR ARCHITECT SELECTION AT NO ADDITIONAL C. DRAWER GLIDES: SEE SPECIFICATION ABOVE +C8123-26D +CS-8138-16D r ( (511 s� S. wig 7W/ c I 8 1/ a� £ </ arcs wide E �r�iFst�. �_ Na�d�� II, F. FIELD MEASURE ALL OPENIGS OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAIN CORRECT FIT. COST. SUBMIT ONLY CIF' CO IF I SPECIFIED COLOR RANGE DIFFERENT FROM MANUFACTURERS STANDARD 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST D. LOCK : NATIONAL LOCK (DOOR), (DRAWER) E. KEYBOARD DRAWER: ACCURIDE CBERGO - TRAY 200 KEYBOARD SYSTEM BY ACCURIDExpos € Height, of I .... ��,,._ ..�._., -"---..,,,,,,.�.. .,.. ENNN E I xr E:U Ear Ec� E IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED At NO ADDITIONAL COST TO OWNER RAKE. CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE Of ` . 1 8 B C E O - 1.03 SUBMITALS B. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC, SHALL BE SUBMITTED AT THE SAME TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION PART 3 INSTALLATION - _ _' ~- - t A PRODUCT DATA: SUBMIT MANUFACTURERS TECHNICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED OF SUBTERRANEAN TERMITES. THE T%'EATMIENT IS M ACCORDANCE WITH THE RULES AND LAU1S OF THE �� 3�1 INSTALLATION ,� 13, 0 ;: �.` GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, ID6 SUBMITTALS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. IFBC 1816.1.1) A PROVIDE WOOD BACK BLOCKING: AT PROPER LOCATIONS IN PARTITIONS FOR CASEWORK ATTACHMENT. I 5 � ` i 5 ' h 8° 3_21 2,5 2 H 1 � '" 2�: �` _ 6,25 PERFORMANCE CRITERIA, ETC_ A PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, END OF SECTION 06410 y r ka 25 100 ......_'� � .---.. �-'� -.-..I _---��� L,0 � � _'°�' �� � � w „w v„a, , B. SAMPLES: SUBMIT, FOR VERIFICATION PURPOSES, 11" SQUARE SAMPLE of EACH TYPE of GLASS LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, C. FASTENERS SHALL BE ET t F FASTENING SYSTEMS INC. ERICO STUDNAIL, ET t F NO. AW-144-125 DIA = INDICATED, INCLUDING MIRRORS, MOWTMG HARDWARE AND MATERIALS. RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS 14. AFTER ALL WOW IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN I -0 030IN, SHANK DIA = 0.14IN C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS ATTESTING THAT GLASS AND ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAY BOXES, FORMS, SHORING, OR OTHER GLAZING MATERIALS FIURNUSHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED PERFORMANCE OF THE WORK CELLULOSE CONTAINING MATERIAL. (FBC 2303.13) DIVISION I THERMAL MOISTui�E D. PROVIDE PROPER VAPOR BARRIER WARRANTIES. 1.01 CONTRACTOR RESPONSIBILITIES 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING CTION PART 4 SPECIALTIES L GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLASS SIZE AND THICKNESS FOR ALL GLAZING OMMS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS A REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. OR PROPOSED BUILDING. (FBC 2303.IA) SPECIFIED IN SECTION 08410, ALUMINUM ENTRANCES AND STORFRONTS, AND SECTION 08521, B. DETERMINE AND VERIFY: SECTION 01210 BUILDING INSULATION 401 PROTECTION AND CLEANING ALUMINUM WINDOWS. 1. FIELD MEASUREMENTS. 2. FIELD CONSTRUCTION CRITERIA A MAINTAIN SURFACES M CLEAN CONDITION TO RECEIVE PAINT. REPAIR OR REPLACE DAMAGED COMPONENTS. 1.04 DELIVERY, STORAGE AND HANDLING DIVISION 3 CONCRETE 3. CATALOG NUMBERS AND SIMILAR DATA PART 1 GENERAL END OF SECTION 01245 A PROTECT GLASS AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING TO COMPLY WITH MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. 1.01 GENERAL C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. A INSULATION EXPOSED TO VIEW N FINISH WORK TO BE VINYL FACED BATTS. MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF DIRECT DO NOT SUBMIT NON -CONFORMING PRODUCTS. EXPOSURE TO SUN, AND FROM OTHER CAUSES. D NOTIFY THE ARCHITECT IN WRITING, At THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS SECTION 033" CAST -IN -PLACE CONCRETE 1.02 GENERAL. BUILDING INSULATION B. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS At ANY POINT FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT A. BLANKET INSULATION TO BE UNFACED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE L MINERAL FIBER DURING THE CONTRACT PERIOD At NO COST TO OWNER DOCUMENTS. E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN of SUBMITTALS WITH PART 1 GENERAL SHALL BE MANUFACTURED FROM GLASS. 5. APPLY INSULATION WITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKET SECTION 01900 "JOINT SEALERS 105 GUARANTEE ARCHITECT'S GONFOWANCE REVIEW. 101 GENERAL INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGESILVER PART 1 GENERAL A PROVIDE MIN" TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS TO PROVIDE PERMANENT PLACEMENT. SPOILAGE OF ALL MIRRORS, PERFORMANCE OF GLAZING SEALANTS, TEC. SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. A COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT WHERE 1.01 GENERAL MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED. "BUILDING Ud3 LOOSE INSULATION A PROVIDE JOINT SEALERS JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH PART 2 PRODUCTS 1.08 SUBMISSION REQUIREMENTS 1. ACI 318 CODE REQUIREMENTS FOR REINFORCED CONCRETE." 2. CONCRETE REINFORCING STEEL INSTITUTE (CRSU, "MANUAL OF STANDARD PRACTICE." A SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS 2.01 GLASS A MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND M SUCH SEQUENCE OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING M AND ABOUT THE DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR 102 FORMS ROOF WITH LOOSE INSULATION. WEDGE IN PLACE CORNERS AND INTERSECTIONS BEFORE SHEETING COLORS TO MATCH ADJACENT FINISH SURFACES. A PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW SCHEDULE: "PLATE"}. B.NUMBER OF SUBMITTALS REQUIRED: OF EXTERIOR COMPLETELY FILLING VOIDS. B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH FLOAT (OR COMPLY WITH FEDERAL SPECIFICATION pD-G-45L 1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, A FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL- JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS CLEAR ARE GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE TMASURFACES. FURNISH M LARGEST TYPE TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH, EXPOSED 104 SOUND ATTENUATING INSULATION INDICATED BY SEALANT MANUFACTURER FIGURED AND PATTERN GLASS: COMPLY WITH FEDERAL SPECIFICATION DD-G-451. SIZE IS 24" x FOR ANY ONE SHEET. PRACTICAL SIZES TO MINIMIZE BRACE, ANDBER OF JOINTS. B• DESIGN, ERECT, SUPPORT, BRACE, AND FORM WORK SUPPORT VERTICAL AND LATERAL, STATIC A SOUND INSULATION SHALL BE AS MANUFACTURED BY OWENS-CORNING FIBERGLAS, FIBER!sLAS NOISE C. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL: B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANFACTUERER5 OFFER PRODUCT WHICH DATA: 2. PRODUCT DATA: SUBMIT THE NUMBER COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) APPLIEMAINTAID T AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS. BARRIER BATTS. INSTALL M STUD WALLS AND CEILINGS WHERE INDICATED ON THE DRAWINGS. FIT I. ONE -PART POLYURETHANE: SONNEBORNE SONALASTIC NPI MAY BE MCORPOATED M THE WORK: i. TINTED GLASS: WHICH WILL BE RETAINED BY THE ARCHITECT. HI 3. SAMPLES: SUBMIT THaE NUMBER STATED M EACH SPECIFICATION SECTION If NO NUMBER IS GIVEN, MAINTAIN FORM WORK CONSTRUCTION TOLERANCE COMPLYING WITH ACI 341. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. 2. TWO-PART POLYURETHANE: SOMEBOI�NIE SONALASTIC NPI' 3. SILICONE: DOW CHEMICAL SILICONE RUBBER BATHTUB CAULK a. PPG-INDUSTIES, INC. SOLARGRAY COMMERCIAL INSULATING GLASS I -NCH WITS WITH 112-INCH AIRSPACE VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. C. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN TO OBTAIN ACCURATE ALIGNMENT, 1�5 RELATED WORK D. COMPLY WITH JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO AND 1/4-INCH LITES, INTERIOR LITE CLEAR 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT LOCATION GRADES, LEVEL AND PLUMB WORK M FINISHED STRUCTURE. PROVIDE OPE NINGS IN FORM WORK TO � � ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, RECESSES, AND CHASES A SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LASTED , FURNISHING AND INSTALLING SUCH ITEMS AS ROOF PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT 2. WIRE GLASS: SLATED ABOVE. C. SUBMITTALS SHALL CONTAIN: FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT HEMS BUILT INTO FORMS. ��� SYSTEM, HAILERS, MECHANICAL FASTENERS, FLASHING, ETC_ R SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF PRIMER ONTO ADJACENT SURFACES. MASK WHERE REQUIRED TO PROTECT ADJONNG SURFACES FOR a. FIRELITE. 3. CLEAR FLOAT GLASS: 1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. END OF SECTION 01210 STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS. a. PPG INDUSTRIES, NC. 2. THE PROJECT TITLE AND NUMBER 1.03 FORM COATINGS E. APPLY SEALANTS IN MANNER SO THAT APPEARANCE IS THAT OF A SMOOTH, UNIFORM, SLIGHTLY b. FORD GLASS DIVISION. 3. CONTRACT IDENTIFICATION. A PROVIDE COMMERCIAL FORMULATION FORM -COATING COMPOUNDS WITH A MAXIMUM VOC OF 350 MIG/L THAT CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHIN 10 MINUTES OF APPLICATION. ALL c. LIBBEY-OWENS-FORD CO. 4. THE NAMES OF: WILL NOT BOND WITH, STAN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEMENT SEALED JOINTS ARE TO BE WATER -TIGHT. C. OTHER MANUFACTURERS WHO PROVIDE SIMILAR PRODUCTS, SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, a. CONTRACTOR TREATMENTS OF CONCRETE SURFACES. F. BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR TO BIDDING IN b. SUBCONTRACTOR POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE M ACCORDANCE WITH DIVISION L c. SUPPLIER 1.04 GRANULAR BASE THICKNESS REQUIRED. D. INSULATING GLASS: COMPLY WITH ASTM E-113, ASTM E-114. SEALED NSULATNG UNITS FABRICATED FROM TWO d. MANUFACTURER A BASE IS TO BE EVENLY GRADED MIXTURE OF FINE AND COURSE AGGREGATES TO PROVIDE, IUEN COMPACTED PANES OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND FEAT STRENGTHENING TO BE DETERMINED 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE. END OF SECTION 01WO BY MANFACTURER FOR WIND LOADING CONDITION. INSULATING GLASS WARRANTY: 10 YEARS. 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. 1�5 VAPOR BARRIER 2.02 MANUFACTURERS / PRODUCTS Q J�*� i'�/y' 1Q DIVISION DOORSUJINI�OUJS 8. APPLICABLE STANDARDS SUCH AS, BUT Not LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. A BARRIER To BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRANSMISSION RATE OF 050 GRANS/SQUARE FOOTMOUR WHEN TESTED M ACCORDANCE WITH ASTM E 96, METHOD B. PROVIDE MANFACTURER'S A FLOAT GLASS (TYPE FG-A} CLEAR 1/4 INCH THICK, MINIMUM. 9. IDENTIFICATION OF DEVIATIONS PROM CONTRACT DOCUMENTS. SECTION 0 iS30 CsREASE RESISTANT PVC MEMBRANE ROOFING SAFTEY GLASS (TYPE FG-B) CLEAR FULLY TEMPERED I/4 NCH tHiCIC MINIMUM. 10.IDETITIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS RECOMMENDED MASTICS AND GUSSET TAPE. LOW E GLASS (TYPE FG-Fk FLOAT TYPE, TEMPERED, CLEAR COATING ON INNER SURFACE. COLOR FINISH TEXTURE ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR B. FOLLOWING LEVELING AND TAMPING OF GRANULAR BAST: FOR SLABS ON GRADE, PLACE VAPOR BARRIER f'A� 1 GENERAL MIRRORND GLASS (TYPE FG-Wk CLEAR TEMPERED SAFMY TYPE WITH COPPER ASILVER COATING SQUARE , ARCHITECT'S SELECTION. SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL. SECTION 08211 FLUSH UJOOD DOORS EDGES. 11. INDICATION OF TERMS TO BE INCLUDED M THE WORK AND SHOW ON THE SHOP DRAWINGS SHALL BE JOINTS. 1.01 GENERA'. DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. A 05TAN PRIMARY FLEXIBLE SHEET ROOFING PROM A SINGLE MANUFACTURER PROVIDE SECONDARY PART I GENERAL PART 3 EXECUTION 12. IDENTIFICATION OF REVISIONS ON SUBMITTALS. PART 2 REII<ORCING MATERIALS MATERIALS AS RECOMMENDED BY MANUFACTURER OF PRIMARY MATERIALS. DO NOT BEGIN ROOFING 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. INSTALLATION UNTIL SUBSTRATES HAVE BEEN INSPECTED AND ARE DETERMINED TO BE IN SATISFACTORY 101 GENERAL301 PRECONSTRUCTION 14.GONTRACtOR'S STAMP'S, INITIALED OR SIGN, CERTIFYING THE2.01 REVIEW OF SUBMITTAL, VERIFICATION OF REINFORCING MATERIALS A REINFORCING BARS SHALL COMPLY WITH ASTM A 615, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL CONDITION. B. PROVIDE ROOFING MATERIALS RECOGNIZED TO BE A TYPE INDICATED AND TESTED t0 SHOW ADD NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE A EXAMINE JOB CONDITIONS AND VERIFY THAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE WORK PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF COMPLY WITH ASTM A 185, WELDED STEEL WIRE FABRIC. COMPLIANCE WITH PERFORMANCE M APPLICATION, OR PROVIDE OTHER SIMILAR MATERIALS BEEN STABILIZED AND WILL BE MAINTAINED M STORAGE AND INSTALLATION AREAS DURING REMAINDER OF B• CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCOW Nrs TO MANFACTURER'S INSTRUCTIONS AM THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT CONSTRUCTION PERIOD. STANDARDS OF THE GLASS ASSOCIATION OF NORTH AMERICA GLAZING MANUAL. DOCUMENTS. B. SUPPORTS FOR REINFORCING, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH CERTIFIED IN WRITING BY MANUFACTURER TO BE EQUAL TO OR BETTER THAN MATERIALS SPECIFIED C. INSPECTION AND CLEANING SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR CRSI SPECIFICATIONS. IN EVERY RESPECT. PROVIDE PRODUCTS THAT ARE RECOMMENDED BY MANUFACTURERS TO BE FULLY IM INTERIOR FLUSH WOOD SOLID CORE DOORS FOREIGN MATERIALS FROM CHANNELS, STOPS, RABBETS MTTNG BLOCKS, SPACERS ECT_ REMOVE NON - IDS RESUBMISSION REQUIREMENTS C. COMPLY WITH CRN RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," FOR DETAILS AND METHODS COMPATIBLE WITH INDICATED SUBSTRATES, OR PROVIDE SEPARATE MATERIALS AS REQUIRED TO A PROVIDE DOORS 13/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMNIGx TO AWI SECTION 1300 PERMANENT PROTECTIVE COATINGS. WIPE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER TAPES A MAKE ANY CORRECTIONS OR CHANGES M THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT OF REINFORCEMENT PLACEMENT AND SUPPORTS. REINFORCEMENT IS TO BE SPREE OF RUST AND MILL SCALE ELIMINATE CONTACT BETWEEN INCOMPATIBLE MATERIALS. FACE VENEER SHALL BE PREMIUM GRADE BIRCH. EDGE STRIPS SHALL BE HARDWOOD. OR GLAZING COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING COMPOUNDS. UNTIL ACCEPTED. AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE. C. ROOFING MEMBRANE USED SHALL BE A MINIMUM OF 60 MILS (ACTUAL) WITH THE EXPOSED COLOR STILE EDGE SHALL NOT BE LESS THAN 2 3/8„ THICK EDGE BEFORE TRIMMING AND SHALL SPECIES B. SHOP DRAWINGS AND PRODUCT DATA: D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL. LAP ADJOINING PIECES At LEAST ONE FULL BEING WHITE. COMPATIBLE WITH FADE VENEER TOP AND BOTTOM ,AND BOTTOM EDGE SHALL NOT BE LESS S THAN I I/8" 31d2 INSTALLATION 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS BEFORE TRIMMING. A INSPECT FRAMING: BEFOER INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. IN EITHER DIRECTION. L02 WARRANTY NTERFERE WITH SATISFACTORY INSTALLATION. C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. A SUBMIT EXECUTED COPY OF SINGLE PLY MEMBRANE MANUFACTURER'S "LIMITED SERVICE WARRANT'"' 103 HARDWARE B. INSPECT ALL GLASS IMMEDIATELY BEFOER INSTALLATION. REJECT ANY IANLABELED, EDGE -DAMAGED, 2.02 CONCRETE AGREEMENT, INCLUDING FLASHING ENDORSEMENT, SIGNED BY AN AUTHORIZED REPRESENTATIVE OF A PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURER'S LABELS ATTACHED UNTIL THE ARCHITEC 1.10 DISTRIBUTION A PORTLAND CEMENT - ASTM C 150, TYPE I, AGGREGATE - ASTM C33 (3/4" MAXI READY -MIX CONCRETE MANUFACTURER PROVIDE FORM THAT IS PUBLISHED WITH PRODUCT LITERATURE AS OF DATE OF CONTACT TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER DIRECTS THAT THEY CAN BE REMOVED. A DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE SHALL COMPLY WITH REQUIREMENTS OF ASTM C 94, AND AS SPECIFIED. COMPLY WITH ACI 304 "RECOMMENDED DOCUMENTS, FOR A PERIOD OF TEN YEARS AFTER DATE OF SUBSTANTIAL COMPLETION. B. PREPARATION OF FIRE DOORS TO BE DONE At THE FACTORY OR AN APPROVED "UL" OR C. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING ARCHITECT'S STAMP OF CONFORMANCE TO: PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE." REQUIRED SLUMP RANGE "WARNOCK HERSEY" SHOP. ASSOCIATION. I. JOB SITE FILE. 3" TO V. PART 2 PRODUCTS D. MAINTAIN THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY M APPLICATION AND APPEARANCE. 2. RECORD DOCUMENTS FILE. B. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON 201 MANUFACTURER/PRODUCTS END OF SECTION 08211 INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELTS EXACTLY AS DIRECTED BY MANUFACTURER 3. SUBCONTRACTORS. SITE. ALL TESTS SHALL BE PERFORMED AFTER THE ADDITION OF WATER t0 THE MIX. APOPRODUCTS: PVC A MECHANICALLY FASTENED POLYMER MEMBRANE: PRVED SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY SEPARATED FROM 4. SUPPLIER OR FABRICATOR 1. CYLINDER STRENGTH TESTS - ASTM C39t ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR MEMBRANEf SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERNG PRODUCTS ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACERS, GASKETS, ETC. INSTALL GLASS TO MAINTAIN 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). FRACTION THEREOF. TEST ONE CYLINDER AT 1 DAYS AND TWO At 26 DAYS. HOLD THE FINAL CYLINDER THAT MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING SECTION MIW FINISH WARDWAM UNIFORM APPEARANCE M SURFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS APPROVED OR 1.11 ARCHITECT'S DUTIES IN RESERVE 2. SLUMP TESTS - ASTM C143. 1. GAF EVERGUARD - PVC, PARISIPPANY NEW JERSEY 811-423-1663 PART. I GENERAL DIRECTED BY T1E ARCHITECT. E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WASH AWAY FROM GLASS. A REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM C. DEPOSIT CONCRETE IN FOR�'18 IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND IN MANNER TO 2. DURO-LAST ROOFING, SAGNAW, MICHIGAN, WO-248-02W 3. CARLISLE SYN TEC SURE -FLEX PVC, CARLISLE, PA 111-245-1053 PROVIDE PRECISE MITER CUTS OR OT1 ER DIRECT JOINTS WHERE DETAILED. SEAL MITER JOINTS AND OTHER OF TEN (10) WORKNG DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED M ADVANCE. AVOID INCLINE CONSTRICTION JONTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT 1.01 GENERAL JOINTS SO THEY ARE COMPLETELY AIRAND WATER TIGHT. B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR SUPPLEMENTED BY HAND SPADING, RIDDING, OR TAMPW_% USE EQUIPMENT AND PROCEDURES FOR PART 3 EXECUTION A OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOOR/HARDWARE SCHEDULE HARDWARE PROM A SINGLE CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 309. MANUFACTURER ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE 3.03 PROTECTION AFTER INSTALLATION GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS D. DEPOSIT AND CONSOLIDATE CONCRETE SLABS M A CONTINUOUS OPERATION AND N A MANNER SO THAT 3.01 INSTALLATION REQUIREMENTS. A PROTECT GLASS AMR INSTALLATION WITH SAFTEY STRIPS AND WARNING MARKERS. KEEP SAFTEY STRIPS AND WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO A INSTALL MEMBRANE BY UNROLLING OVER PREPARED SUBSTRATE, LAPPING ADJOINING SHEETS AS B. FURNISH ALL HARDWARE, M THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIES OF PROPER SIZE AND I WARNING MARKERS OFF THE GLASS SURFACE TO AVOID STAINING OR MARRING THE SURFACE. PROTECT METAL OF THE CONTRACT DOCUMENTS. CORNERS. BRING SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE RECOMMENDED BY MANUFACTURER AND BONDING AND SEALING SEAMS. INSTALL MECHANICAL FASTENERS DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND PARTS FROM DAMAGE AFTER INSTALLATION. C. RMRN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION. FREE OF HUMPS AND HOLLOWS. MAINTAIN REINFORCING IN PROPER POSITION. PULL WELDING WIRE FABRIC AS RECOMMENDED BY MANUFACTURER INSTALL FLASHING AID COUNTER FLAS14NG AS SHOWN OR OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED. RECOMMENDED BY MAYFACTURER ON THE DRAWINGS. 304 CLEANING END OF SECTION 01340 E. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL. CONSOLIDATE 5. ENGAGE AN EXPERIENCED INSTALLER TO APPLY SINGLE PLY MEMBRANE ROOFING WHO HAS SPECIALIZED C. INSTALL EACH HARDWARE ITEM M COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND A CLEAN ALL GLASS AT THE CONCLUSION OF THE INTERIOR WORK, OR WHEN DIRECTED BY THE ARCHITECT. CONCRETE SURFACE BY FINAL. HAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM M IN APPLICATION OF ROOFING SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT. INSTALLER MUST THE MANUFACTURER'S MSTRUUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING IS REQUIRED TO CLEAN ALL GLASS WITH CLEANER CLEANING MATERIALS, AND METHODS RECOMMENED BY THE MANUFACTURER TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED BE ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER "PROOF WILL BE REQUIRED". INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PANTED OR FINISHED M ANOTHER CLEAN ALL GLASS COMPL-ETLY CLEAR OF STREAKS OR SPOT FLOOR COVERING SYSTEM. C. WORK ASSOCIATED WITH THE SINGLE PLY MEMBRANE ROOFING, INCLUDING, BUT NOT LIMITED T0, FLASHING WAY, COORDINATED REMOVAL, STORAGE, AND RENSTALLATION OR APPLICATION OF SURFACE PROTECTIONS B. ANY GLASS THAT IS SCRATCHED OR DAMAGED DURING CLEANING WILL BE REPLACED AT THE CONTRACTOR'S F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FNIS14NG OPERATIONS IN ACCORDANCE WITH ONE OF AND COUNTER FLASHING, SCUPPERS AND DOWN SPOUTS, IS TO BE PERFOIR1'1ED BY THE INSTALLER WITH FINISHN G WORK EXPENSE THE FOLLOWING METHODS C. PROVIDE OWNER WITH MANUFACTURER'S NSTRUCTIONS FOR CLEANING. 1. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE END OF SECTION 01530 WITH ASTM C-309. V5 REPAIR AND REPLACEMENT 2. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. A REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN REPLACEMENT G. PROVIDE CORNER BARS AT ALL WALL FOOTINGS TO MATCH HORIZONTAL BARS. GLASS AS SPECIFIED ABOVE END OF SECTION 03300 END OF SECTION 08800 REVISIONS B'Y ,,, , 00 � m N U .a < _ ,- 0 o p `7 E Q) d � o 5x U N r*n � co Y v�a.".z oC 2),N ti ti Q � < C00 3 L- 3ti 3 :- O = N ./ y N a ti v ti a N co • I 1 �, III z=M;{Y W.. ,: , ;.,,. ..,.: . . _; a I -:::,: .... :.:::..:: : 0 ® 13, �qP .......... l/ �. �� -J' 0 1 � .. �: d : o '° u-° _J . W . a I Q I" a v '. . �� G) �y 0 Fr10 a 00 _ N ® s-, ro 0 G, W O o Q v cu � ro In a 0 a 0 C m v M 0 M -~ "v Q 'O J :3v m m U` U Jd = U 0 •, ._ C k � O � L. v p sEL v Z co C C 0 N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet N1 ____ - - - -- - - - - -- : - 1 I-fl I t 11 I,. llii All 1,f"I'li, [Bab I All i. i i r. '41 I li I 1 i I I I - T I -T-- I I -T-----F- -I h I - r I T-__i__T i ,III III I ;it - DIVISIONS FIN[ S DIVISION 10 CIALTIES SECTION 09900 PAINTM SECTION VWW GY"J I WA1.LigOARD SECTION 10" TOILET COMPARTMENTS PART 1 GENERAL PART 1 GENERAL PART 1 GENERAL 101 GENERAL 101 GENERAL A IT IS THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM 1.01 SUBMITTALS A GYPSUM WALLBOARD WORK SHALL CONFOF;" TO THE GYPSUM ASSOCIATION "RECOMMENDED DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. A PRODUCT DATA: REQUIRED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD" B. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND B. SHOP DRAWINGS: REQUIRED B. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, NTER"IEDIATE, OR FINISH COAT. C. SAMPLES: NOT REQUIRED FRAMES, CAST-N-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXPECT WERE OTHER INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRY WALL MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF 1.02 QUALITY ASSURANCE CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. A REGULATORY REQUIREMENTS: APPLICABLE CODE FOR PROVISIONS FOR THE PHYSICALLY HANDICAPPED. CORRECTED. D.PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWN WILLIAMS. C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PANTS INSOFAR AS POSSIBLE. THIN ONLY THE TEMPERATURE OF THE ROOMS SHALL BE HELD At 60 DEGREES FAHRENHEIT FOR 46 HOURS BEFORE AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THNNWA PART 2 PRODUCTS TAPING AND FNISHNG IS TO BEGIN. MAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND VENTILATES AS REQUIRED TO REMOVE EXCESS HUMIDITY. DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. 201 MANUFACTURERS/PRODUCTS F. PREPARE SURFACES ACCORDING TO PANT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED AND A SOURCE: AMPCO 1.02 GYPSUM WALLBOARD PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PANT TO BE B. PANEL CONSTRUCTION: PLASTIC LAMINATE - METAL SUN %'322-58 A GYPSUM WALLBOARD SHALL BE MANUFACTURED BY US. GYPSUM. WALLBOARD IS TO MEET. ASTM C36-84A APPLIED. APPLY PANT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS ONLY C. HEAD RAILS: ALUMINUM AND 88-L-30d 1/2 NO -ES THICK, 48 INCHES WIDE WITH TAPERED EDGES. TO SURFACES MCH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY D. HARDWARE: HINGES, LATCH AND KEEPER AND COAT WOOKaU lMR B. AT FIRE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE III, GRADE PREPARED TO RECEIVE THE INTENDED FINISH. X CLASS 1, 5/8 INCHES THICK FIRE RETARDANT WALLBOARD. 2.02 FABRICATION C. NSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FULL LENGTH IM PAINTING A URINAL SCREENS, VESTIBULE SCREENS, CONFIGURATION: WALL HUNG, BRACKET SUPPORTED. BOARDS WERE POSSIBLE. END JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS A, ACCEPTABLE MATERIALS B. PARTITION CONFIGURATION: FLOOR MOUNTED WITH HEADRAIL ON OPPOSITE SIDE SHALL NOT OCCUR OVER THE SAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS At EDGE OF OPENINGS. FORM JOINTS NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE. DO NOT BUTT EDGES AGAINST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN V4 INCH. 1. ALL PANTING TO BE SCHEDULED IN THE FINISH SCHEDULE. 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE: PRATT U LAU,IBERTT C. PANEL CONSTRUCTION L USE 5/8" FOR THE MINIMUM THICKNESS. 2. ALL HARDWARE MUST HAVE RUBBER GROMMETS BETWEEN THE HARDWARE AND THE AVONITE MATERIAL. p. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG GLIDDEN 3. USE I" THICK PLATERS FOR THE POST GONG FROM THE GROIAND TO HEADRAIL, OBTAINED BY UTILIZING DIMENSION OF GYPSUM BOARD APPLIED At RIGHT ANGLES TO SUPPORT. PORTER 5/8" THICK PIECES. E. SCREW GYPSUM BOARD TO FRAMING WITH SCREWS NOT OVER 8 INCHES ON CENTER FASTEN GYPSUM BENJAMINE MOORE 4. FULL CHANNEL GROOVES CAN BE USED WHEN CONSTRUCTNG THE HORIZONTAL SEAMS FOR VERTICAL BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY AGAINST B. UNDERCOATS AND T14 ERS PANELS N THE PARTITIONS. WOOD FRAMING U4ILE FASTENING. FASTENERS AT EDGES OF BOARDS SHALL BE 1/2 NCH FROM THE EDGE. I. PROVIDE UNDERCOAT PANT PRODUCED BY THE SAME MANUFACTURER 5. SECURE WALL PANELS TO BACK OF THE WALL AND TO PILASTER WITH FULL LENGTH "U" CHANNEL. F. OPENINGS FOR ELECTRICAL DEVICES, PIPNG, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED OF FINISH COAT. AND NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND 2. USE ONLY THINNERS RECOMMENDED BY THE PANT MANUFACTURER AND USE ONLY ESCUTCHEONS. THE RECOMMENDED LIMITS. PART 3 EXECUTION C. COLOR SCHEDULES 1D3 TRIM PIECES A PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS MANUFACTURED BY U.S. GYPSUM. PROVIDE OUR -A -BEAD CORNER BEAD AT EXTERNAL. CORNERS AND NO. 1. PROVIDE PANTNG AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. a. ON GYPSUM DRYWALL, USE: I. FIRST COAT - PIGMENTED PRIMER/SEALER 301 SCHEDULES A ON DRAWINGS. 200-A METAL CASING BEAD WERE WALLBOARD ABUTTS OTHER MATERIALS. 2. SECOND COAT - ACRYLIC LATEX ENAMEL END OF SECTION 10155 3. THIRD COAT - ACRYLIC LATEX ENAMEL 1.04 FASTENERS b. ON FERROUS METAL, USE: A PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS RECOMMENDED BY THE GYPSUM I. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER MANUFACTURER 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL 105 JOINT TREATMENT SYSTEMS a ON WOOD DOORS, USE: A SYSTEM SHALL BE PERFORATED TAPE AND CEMENT RECOMMENDED THE GYPSUM MANUFACTURER I. FIRST COAT - STAN (SEE FINISH SCHEDULE) B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS WITH 2. SECOND COAT - STAN (SEE FINISH SCHEDULE) JOINT COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" APPLY TWO ADDITIONAL COATS OF JOINT CA 1POUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. SAND EACH COAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN SATISFACTORY CONDITION t0 RECEIVE PANT. END OF SECTION 09900 END OF SECTION 09250 SECTION 093M CERAMIC TILE PART 1 GENERAL 101 GENERAL A CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANUFACTURER. OTHER MANUFACTURERS WILL NOT BE CONSIDERED. B. DELIVER MATERIALS N ORIGINAL CONTANERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF USES. ENGAGE AN EXPERIENCED INSTALLER WHO HAS SUCCESSFULLY COMPLETED TILE NSTALLATIONS SIMILAR IN MATERIAL, DESIGN, AND EXTENT t0 THAT INDICATED FOR THE PROJECT. C. COMPLY WITH PARTS OF ANSI 106 SERIES OF FINE INSTALLATION STANDARDS INCLUDED UNDER "AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE" THAT APPLY TO TYPE OF SETTNG AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET. 1.02 MORTAR *0 GROUT A MORTAR SHALL BE PORTLAND CEMENT ASTM CI50, TYPE 1. GROUT SHALL BE ACID RESISTANT UPCO HYDROMENT, TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC TYPE OF TILE AND METHOD OF INSTALLATION. COLR FOR FLOOR TILE IS SPECIFIED ON THE DRAWINGS. B. DO NOT GROUT TILE UNTIL TILE IS FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE TO BE GROUTED WITH PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT MANUFACTURER FORCE GROUT INTO JOINT LINES COMPLETELY IDILINIG JOINTS WITH COMPACTED GROUT AND COVERING MORTAR FINISH JONTS OF SQUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOL JOINTS OF CUSHION EDGED TILE TO DEPTH OF CUSHION. FILL GAPS AND SKIPS, AND RETOOL. 1.03 CLEANING A UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SURFACE SO THAT THEY ARE FREE OF FOREIGN MATTER REMOVE LATEX-F'ORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. FLUSH SURFACE WITH CLEAN WATER BEFORE AND AFTER CLEANING. END OF SECTION 0S300 DIVISION 11 EQUIPMENT SECTION OWII ACOUSTIC PAWL CEILINCsB PART 1 GENERAL. SEE SHEET KI I.0IGENERAL A COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND SUSPENSION SYSTEM COMPPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS SUPPORTED BY THEM, INCLUDING LIGHTAl FIXTURES p HVAC EQUIPMENT. i' DIVISION 12 FURNIS�IIN�S B. INSTALL N STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE ACOUSTICAL UNITS AND ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST PANELS ON FLANGES OR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE AND SUPPORT BY WALL ANGLES. NONE SPECIFIED 1.02 MNERAL-FIBER ACOUSTICAL PANELS A PROVIDE ACOUSTICAL PANELS AS MANUFACTURED BY USG OR AR'MSTRONG, 24 INCHES BY 24 INCHES BY 5/8 INCH THICK SQUARE EDGE. USG'2210-105 RADAR - FLAT BLACK REFER TO CEILING PLAN FOR DIVISION 13 SPACIAL CONSTRLICTION LOCATIONS. B. PROVIDE METAL CEILING PANELS AS MANUFACTURED BY ARCHITECTURAL PRODUCTS OUTWATER LLC. MODEL SM2-204 (6" MULTIPLE PLATE) 24 INCHES BY 24 INCHES. RIETER TO CEILING PLAN FOR LOCATIONS. NONE SPECIFIED 1.04 METAL SUSPENSION SYSTEM A PROVIDE SYSTEM AS MANUFACTURED BY DONN (USG). SUSPENSION SYSTEM SHALL BE EXPOSED TEE -GRID, DOUBLE WEB, INTERMEDIATE DUTY (ASTM C635), ELECTROGALVANIZED, COLD -ROLLED STEEL,1546 INCHES WIDE, CAPPED BOTTOM FLANGE. SYSTEM TO INCLUDE ALL CROSS TEES, BRIDGNG TREES, INTERSECTION CLIPS, SPLICES, COMPLETE EXPOSED GRID SYSTEM. SEE CEILING PLAN FOR TEE GRID COLOR B. LAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVEL, TRUE TO PLANE, AND AT THE REQUIRED ELEVATION. FRAME AROUND ALL OPENINGS IN CEILING LIGHTS AND GRILLES WITH MAN RUNNERS. HANGERS ARE TO BE SPACED AT *-0"-0" ON CENTER MAXIMUM. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO SUPPORT LIGHT FIXTURES AND HVAC REGISTERS AND GRILLES AND INTERFERENCES OF DUCT WORK �y�� 1� �/ 1 I�1/+ DIVISION 11%x C. SECURES WIRES BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STF41CTUMS OR TO INSERTS, EYE NONE SPECIFIED SCREWS, OR OTHER DEVICES APPROPRIATE FOR SUBSTRATE. SCREW ATTACH EDGE MOLDINGS TO SUBSTRATE AT INTERVALS NOT OVER 16 INCHES ON CENTER AND NOT MORE THAN 3 INCHES FROM ENDS. LEVEL GRID TO A TOLERANCE OF I/SNCH IN 12 FEET. END OF SECTION OS511 DIVISION 15 MECHANICAL SEE MECHANICAL DRAWINCs.5 DIVISION 116 ELECTRICAL SEE ELECTRICAL DRAWINGS OF 16PSEECFICATIONS REVISIONS BY 00 400 M °•�' m � LL 0- oiti U �xC\1Y U / • O G cU. o m U N R • ti QQ :: P_ 3 Y TO 3 3ti 3 oxC\1 . 0 N co • 1 1 ,a J O.' 00 i. LL. Q o0. �C Q d A O° ri N o O o� u �C/) a� O L O N C m - 0 0U) ' M m M } UD 0 < J 7 m m LL.0 UD y 0 C w L W O �•-• 0 .0 o Z to m C O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: DD Job: 21-018 Sheet N2 F — E - —..-T I a T__ I I I _— _.I - _ I-, INSTALL (1) ONE 03 BAR 12" LONG AT 16" O.C. INTO � ° (1) 5 BAR IN CONCRETE FILLED CELL -PROVIDE (1) 5 BAR IN CONCRETE EXISTING STTRUCTURE ' �� 4 3000 PSI CONCRETE EXISTING SLAB - LAP 8 INTO NEW SLAB - DRILL MIN OVERLAP, TYPICAL FILLED CELL - PROVIDE MIN. 32" OVERLAP, TYPICAL SLAB WITH 6 x 6 - WIA x W1.4 WIN AND EPDXY AS REQUIRED SAWCUT CONCRETE SAWCUT CONCRETE SLAB ° SAWCUT CONCRETE SLAB � all_ SLAB MIN. 1 1/2" DEEP MIN. 1 1/2" DEEP AND BREAK MIN. 1 1/2" DEEP AND ° 1N �t EXISTING AND BREAK OUT OUT EXISTING CONCRETE ° BREAK OUT EXISTING CONCRETE SLAB EXISTING CONCRETE CONCRETE ° 3000 PSI CONCRETE INFILL EXISTING CONCRETE SLAB 4113000 PSI CONCRETE }— — 4„ 8„ 8„ SLAB WITH 6 x 6 - W1.4 x ° a . MIN. ° . WIA WWM I ° "MATCH 10 MIL VAPOR RETARDANT 211 i %%..t:,. d aj '� k I OVER GLEAN COMPACTED TERMITE TREATED FILL ° a ° E FINISH GRADE "" CEMENT v v �,, <, v — !� ° a: .` 8" THICKENED EDGE SLAB WITH (1) CONT. 5 a a 4 I 4 I." d PROVIDE A MIN VAPOR /. ! BARRIER EQUIVALENT TO S to I I B L ZED a° SAND ;'', � � v. 10 MIL VAPOR `' 1 � • !• INSTALL (1) ONE 0'3 BAR 12" �� %•. i :... STEGOWRAP BELOW NEW ; / °•. / E° NEW PLUMBING CONCRETE - TAPE NEW ' I " PIPING OR \ 1 ° ! - RETARDANT OVER CLEAN, COMPACTED TERMITE TREATED FILL" I v I l" F �," , "" . �� •. LONG AT 16 O.C. INTO P 8 �� NTO NENW S�ABN DRILL VAPOR BARRIER to EXISTING 10 MIL VAPOR — - a ° 1 CONDUIT AS REQUIRED RETARDANT OVER GLEAN, COMPACTED 1 MONO FOOTING WITH ° j t;. CLEAN, WELL AND EPDXY AS REQUIRED TERMITE TREATED FILL 4 4 4" (2) 5 CONT. BOTTOM Q I . I COMPACTED, TERMITE 2, O„ ° — � TREATED FILL 3000 PSI CONCRETE MONO FOOTING WITH (3) 5 CLEAN, WELL , --`l_0 `. ! J CONT. BOTTOM COMPACTED, TERMITE TREATED FILL O CONCRETE SLAB WILL DETAIL J(DI FOU?*VATION DETAIL 0 FOUNDATION DETAIL 0 FOUNDATION DETAIL SCALE: 1" = I'-0"SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" = I'-0" SCALE: 11/2" -1'-0" FOUNDATION PLAN SCALE: 3/16" a I'-0" KEYED NOTES Ol EXISTING MASONRY BEARING WALL OEXISTING BRICK VENEER OEXISTING FOUNDATION SYSTEM ONEW 4" 3000 PSI CONCRETE SLAB WITH 6 x 6 - WIA x WIA WWM OVER 10 MIL VAPOR RETARDANT OVER CLEAN, COMPACTED TERMITE TREATED FILL ONEW 03 BARS 12" LONG AT 16" O.C. MAX. - DOWEL AND EPDXY INTO EXISTING CONCRETE FILLED MASONRY (VERIFY) WITH 4" EMBED - SEE DETAIL A/51 OVERIFY EXISTING CELLS ARE FILLED SOLID WITH CONCRETE AND (1) 5 VERT. REINFORCING - IF NOT, THEN REINFORCE EXISTING CELL AS REQUIRED - SEE DETAIL A/82 1 O REMOVE PORTION OF EXISTING SLAB AS �QUIREDTO INSTA LL NEW FLOOR DRAINS -POUR NEW CONCRETE TO SLOPE TO DRAIN AS REQUIRED OS NEW 8" MASONRY BLOCK WALL FILL. DOWEL INTO EXISTING SLAB AND ADJACENT MASONRY W/ 8" 5 DOWELS * 24" O.G. Oall x 12" MONO FOOTING WIDTH 1 5 CONTINUOUS 10 NEW OPENING IN CMU WALL 11 FILLED CELL W/ (1) 5 CONT. AND CONC. (TYP) 12 NEW DRAIN AT FLOOR LEVEL. I3 NEW 2x WALL INFILL • I6" O.C. MAX. 14 NEW 30M PSI MONOLITHIC FOOTING WITH OVER 10 MIL VAPOR RETARDANT OVER CLEAN, COMPACTED TERMITE TREATED FILL - SEE DETAIL C/SI - REMOVE EXISTING SLAB AS REQUIRED FOR NEW BEARING WALL FOOTING - PROVIDE DOWELS 03 BARS 12" LONG 0 16" O.C. 15 APPROXIMATE LOCATION OF NEW FLOOR DRAIN / FLOOR SINK / HUB DRAIN. REFER TO PLUMBING DRAWINGS V 1 MP"L NOTES 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. APPLICABLE BUILDING CODE: 2011 FLORIDA BUILDING CODE, LATEST EDITION AS ADOPTED BY THE AGENCY HAVING JURISDICTION. 4. DESIGN LOADS: AREA SUPERIMPOSED LIVE LOAD ROOF 20 PSF AREA DEAD LOAD ROOF 20 PSF 5. DESIGN WIND VELOCITY ■ 12S MPH 6. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 1. ASSUMED SOIL BEARING PRESSURE ■ 2000 PSF. S. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM WHATEVER SUBGRADE TESTING THAT IS NECESSARY TO CONFIRM THE ASSUMED BEARING WITHOUT EXCESSIVE SETTLEMENT. S. TESTING MAY INCLUDE, BUT IS NOT LIMITED TO, DENSITY TESTS, AUGER BORINGS, OR STANDARD PENETRATION BORINGS. 10. A COPY OF ALL TEST REPORTS SHALL BE SEND DIRECTLY TO OWNER, ARCHITECT AND GENERAL CONTRACTOR. 11. THE TESTING LABORATORY SHALL SPECIFY SOIL PREPARATION PROCEDURES AND COMPACTION REQUIREMENTS NECESSARY TO OBTAIN THE DESIGN SOIL BEARING PRESSURE. 12. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLEi OTHERWISE, PLYWOOD FORMS MUST BE USED. FOUNDATION PLM NOTES I. SLAB ON GRADE TO BE 4" 3000 PSI CONCRETE SLAB WITH 6 x 6 - WIA x WIA WLIM OVER 10 MIL VAPOR RETARDANT OVER CLEAN, COMPACTED TERMITE TREATED FILL - TYP. UN.O. 2. TOP OF SLAB ELEVATION ■ 0'-0" FFF. (MATCH EXISTING) - TYP. UND. 3. CENTER ALL FOOTINGS BELOW WALL OR COLUMN UN.O. 4. ALL FOOTING REINFORCING TO BE BOTTOM BARS UND. 5. TOP OF FOOTING ELEVATION TO BE (-) 1'-4" Br-F. TYP. U.N.O. - PROVIDE 12" MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS - CONTRACTOR TO COORDINATE TOP / BOTTOM OF FOOTING ELEVATIONS WITH EXISTING SITE CONDITIONS AND STEP FOOTINGS AS REQUIRED TO MAINTAIN PROPER COVERAGES - CONTRACTOR TO FIELD VERIFY FOOTING ELEVATIONS AND NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES 6. REFER TO ARCHITECTURAL / CIVIL SITE PLANS FOR EXTERIOR SLAB AND SIDEWALK INFORMATION 1. REBAR REQUIREMENTS FOR MASONRY WALLS ARE TO INCLUDE (3) 5 REBAR IN CONCRETE FILLED CELLS AT EACH CORNER (UN.O-) - (1) 5 REBAR IN CONCRETE FILLED CELL ON EITHER SIDE OF MASONRY OPENINGS AND AT 48" O.G. MAX (UN.O.) REFER TO PLAN FOR LOCATIONS REQUIRING ADDITIONAL REINFORCEMENT 8. (2) 5 VERT. IN SOLID GROUT FILLED CELLS AT BEAM / GIRDER BEARING TYP. REVISIONS BY 00 m N O A G o U �.� r cxd Y C 4U CZ O U N d a, o °° 3 u > 3 ti a N / q 4.. I E r/ r 0: 00 J•0 L. c� 1 0 u o J Zl✓{ r w .ti N ca O � o 0 o A.. a O O i O N C m t v M _ 0 v m m LL. 0 Od c •, � s v, %- co av O t O Z co to O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: JDS Job: 21-018 Sheet si KNOCK OUT HOLE TO POUR SOLID WITH CONCRETE. —\ NEW 8" P.C. CONCRETE LINTEL WITH 1 *5 BAR 8" BEARING EACH SIDE POUR SOLID WITH CONCRETE I I I I I —DRILL AND EPDXY ONE (1) 38" LONG 05 BAR 8" INTO I I I I I I I I EXISTING TIE BEAM. 2'-6" LAP SPACING, tYP. III I II I III L I II I I I I I E ISTING MI I I I CUT EXISTING C.M.U. AS I I I I BE OVEN I REQUIRED FOR INSTALL OF ONE (1) 05 BAR CONTINUOUS I I 1 I I FROM SLAB TO THE BEAM. LAP II III L Z L L 1 1 1 1 DOWELSDAStTO TACW REQUIRED NEW I I I I L L L I I POUR SOLID WITH CONCRETE. I I I I CUTOF[O CE- 1 IN5 54RR C.M.U. C4 N INUOUIREDLOR If µSB O I I I I �(�Pi�2'-6" TT TON I 1 DRILL AND EPDXY ONE (1) 1 I I I DOCEAT�5AB AIDHO BA AT LI TEL. I 1 1 I 38" LONG °5 BAR 8" INTO ij I I 1 EXISTING CONCRETE SLAB. IIII LL L I I I TOP OF SLAB Ek1STiNt±s SLAB I_ SEE FLOOR PLAN HNOALE: EW 3LINTEL i WALL REIN-ORCMENT DETAIL O NEW WALL To ExisT WALL SCALE: 1 1/2" = 1'-0" 4 NOTE: GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. PROPERLY SHORE ALL EXITING BEARING CONDITIONS AS REQUIRED DURING DEMOLITION / CONSTRUCTION 01 ROD* RWMINC� PLAN SCALE: 3/16" = 1'-0" 0 A 92 12 EXISTING CMU WALL NEW 2 x 8 P.T. STUD 1/2" DIA x b" LONG EXPANSION ANCHOR BOLT At 16" O.C. IN MORTAR JOINTS NEW 2 x 8 WOOD STUD WALL AND GREATER, R, REFER TO feT<U, al1f��I�T E T.II� Joist -rp 44— L4 nx4° 'I/4":x' - 11 N II' 1.211 " °I l EAtr ,. INCfREASe AS Rrw.QUa4EN SUPFIOR7Ws T= :,' 1, DATE L X3 "XI/4" (MIX..) MAME-5 AF!�D ALL iP,0;<�,IX,. DER TO MECI-4. DFTAIL (4) _4) FOR FOUI - FRAMrm AW-F 5117F& ° t ltRACt E44�1~ N YANPI Zi=- OF- OFINIWuns FRI I to 617EEL f11tl ,, MAIM IS kLGZJII I f:Ck ALL NIWGS 1 " ANE) Gfit,4.tE 4. REFER TO J0167 671FFENER DETAIL F(,� I T 5TIFMNER5 WAIN , O ROOF OPENINGS DETAIL SCALE: NO SCALE 2 KEYED NOTES REVISIONS BY QI �"2 DG 0EXISTING PRE-ENGINEERED ROOF TRUSSES AT 24" - FIELD VERIFY Gm 0 NEW MASONRY WALL / LINTEL BELOW ONEW 2 x CLEAT WITH (2) 1/4" x 4 1/2" 50525412 WOOD SCREWS INTO EACH EXISTING ROOF MEMBER (3) J"x4 J" 50525412 WOOD SCREWS * 2x8 CLEAT. OEXISTING BEARING WALL BELOW - SEE FOUNDATION PLAN OEXISTING METAL BAR JOISTS AND STEEL BEAM bO NEW METAL COPING - SEE ROOF PLAN OEXISTING ROOF VENTING t0 REMAIN OS NEW 8" X 8" PRECAST CONC. U-LINTEL WITH (1) 05 AND 8" END BEARING AT NEW MASONRY WALL - SEE DETAIL 0/52 O9 HATCHED AREA INDICATES EXISTING ROOF STRUCTURE TO REMAIN 10 EXISTING MASONRY PARAPET - REMOVE EXISTING CAP DETAIL - PROVIDE NEW METAL COPING 11 EXISTING PITCHED ROOF PROFILE BELOW NEW ROOF SURFACE 1200 S NEW PRE-ENGINEERED CANOPY BY G.C. SEE SECTIONS 13 EXISTING ROOF FRAMING SYSTEM t0 REMAIN. DEMO ONLY AS U CD C\] ` Cl)GREQUIRED, COORDINATE WITH ARCHITECT. EXISTING ROOFING IS TO ''—' CO BE REMOVED BELOW NEW OVERBUILD ROOF FRAMING �~ ¢ r 14 0 EXISTING ROOF OVERHANG TO REMAIN o A E x 15 2x OUT -LOOKERS AT 24" O.G. MAX. - SEE WALL SECTIONS 4/A5b Y ti N I6 G 2 x 6 RAFTERS -SP IC TOGETHER AT CENTER - CONNECT TO NEW ►•—r o ` 2X6 CLEATS WITH H3 - SEE SECTION 2/A5a v li G EXISTING ROOFTOP HVAC EQUIPMENT TO REMAIN. PROVIDE NEW Q � ¢ 3 FLASHI UIRED FOR.LslEW SQQFINQ INSTALLAT ON. Cu 3 18 EXISTING ROOF OVERHANG TO BE REMOVED C ./ A 19 G 2x8 LOW RAFTER AND 2X6 HIGH RAFTER FRAMING TOP CHORD. REFER TO DETAIL 2/A5a. MATCH SPACING WITH EXISTING TRUSS N LAYOUT - ASSUMED ib" O.G. - PROVIDE SHOP DRAWINGS FOR `n ARCHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION. 20 NEW 8" X 8" PRECAST CONC. U-LINTEL WITH (1) 5 AND 8" END BEARING AT EXISTING MASONRY WALL - SEE DETAIL A/S2 ~~ ; 21 G SPLICE RAFTER TOGETHER AT CENTER MIN 18" OVERLAP- '--' PROVIDE VERTICAL FRAMING EACH SIDE OF SPLICE - SEE 2/A5a 22 2X4 CROSS BRACING BETWEEN RAFTER FRAMING • 48" O.C. 23 2X6 BLOCKING A EACH RAFTER - REFER TO 2/A5a 24 NEW TRIPLE 2x8 DOOR HEADER b� 25 NEW EQUIPMENT FRAMING AT NEW EQUIPMENT LOCATION. REFER TO DETAIL C/82. COORDINATE OPENING SIZE WITH MECHANICAL EQUIPMENT INSTALLER 26 NEW MECHANICAL EQUIPMENT 2i NEW 2X4 VERTICAL FRAMING AT EXISTING TRUSSES - SEE 2/A5a ROOF FRAMINC3 PLM NOTES I. CONTRACTOR / ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 2. ROOF SHEATHING TO BE 5/8" EXTERIOR GRADE PLYWOOD WITH 8d COMMON NAILS AT 4" O.C. At PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS U.N.O. 3. EXISTING TRUSS BEARING ELEVATION - 10'-8" AFF. U.N.O. (VERIFY) 4. EXTERIOR WALL SHEATHING TO BE J" EXTERIOR GRADE PLYWOOD WITH SD COMMON NAILS AT 6" O.G. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. INSTALL 2 X BLOCKING AT ALL SHEATHING PANEL EDGES 6. WOOD BEARING STUD WALLS TO BE - 2 x 8 AT 16" O.C. WITH BLOCKING AT SHEATHING EDGES (4'-0" O.C. MAX.) - SEE DETAIL A/S2r» �. DIMENSIONED LUMBER SHALL BE DRESSED 645, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION 8, ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.; O I o iK 9. ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER' d' WITH IS% MAXIMUM MOISTURE CONTENT, UN.O. ON THE PLANS. 10. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 11. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN ACQ J (ALKALINE COPPER QUATERNARY) TREATMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN WOOD PRESERVERS INSTITUTE. Cq ..-i N 12. PLYWOOD ROOF SHEATHING SHALL BE APA RATED SHEATHING, _- .o EXTERIOR GRADE. ram" > 0 13, ROOF SHEATHING TO BE INSTALLED WITH ONE PLYWOOD CLIP PER O o SPAN BETWEEN PANEL EDGES. INSTALL SOLID 2X BLOCKING 2 � BETWEEN SUPPORTS At ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN -� ROOF SLOPE. a 14. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. 0 Is. Q INDICATES MODEL NUMBER OF CONNECTION HARDWARE BY "SIMPSON STRONG TIE" - ALL CONNECTORS ARE TO BE FULLY NAILED PER MFR. RECOMMENDATIONS - SEE STRUCTURAL SPECIFICATIONS ib. ALL CONNECTION HARDWARE IS TO 15E FULLY FASTENED PER �y V MANUFACTURERS REQUIREMENTS UNLESS NOTED OTHERWISE, 1-1. INSTALL BRIDGING IN ALL FLOOR OR ROOF JOISTS AT 8'-0" O.G. C m "0 LA MAXIMUM. INSTALL BLOCKING IN ALL WALL STUDS AT 4'- 0" O.C, p 0 M ' MAXIMUM, LOCATED AT SHEATHING PANEL EDGES. t > M t Ia. PROVIDE A SINGLE PLATE At THE BOTTOM AND DOUBLE PLATE At 0 'O j THE TOP OF ALL STUD WALLS. 0 m m � U IS. STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL —_ OPENINGS. STUDS SHALL BE TRIPLED AT ALL CORNERS. 0 H N U 20.SEE ARCHITECTURAL SECTIONS FOR WOOD FRAMING CONFIGURATIONS N 0 H p >L O 21. ALL WOOD BEAMS, TRUSSES, JOISTS OR HEADERS BEARING DIRECTLY p Z O -C ON MASONRY SHALL HAVE AT LEAST 30" FELT MOISTURE BARRIER > O a Z 0 cO N 22. CONTRACTOR TO FIELD VERIFY EXISTING CONSTRUCTION AND m O NOTIFY ARCHITECT OF ANY DISCREPANCIES / CONFLICTS 4 N NOTE: PROVIDE 8" BEARING EACH END OF LINTEL. NOTCH ENDS TO ALLOW Date: 05. 17. 21 VERTICAL REINF. TO BE CONTINUOUS Scale: AS NOTED x 8" K.O. BLOCK GROUTED SOLID WITH Project Mgr: DG (1) 5 BAR MIN. PRECAST CONCRETE Drawn: JDS ;r U-LINTEL WITH (1) 5 CONT. Job: 21-018 GROUTED SOLID U.N.O. SEE ARCH. FOR TOP / Sheet WINDOW, DOOR S2 NEW DETAIL 3L,INTEL MNk;E I Akr:dl& I. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN N THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED To, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORNG, GUYS OR TIE-DOWS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE, AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE bth EDITION (20M) - BUILDING 5. ALL MATERIALS AND WORKMANSHIP SHALL BE N ACCORDANCE WITH THE FLORIDA BUILDING CODE 6th EDITION (2011) - BUILDING. 6. DESIGN LOADS AREA SUPERIMPOSED LIVE LOAD DEAD LOAD ROOF 20 PSF 10 PW 1. BASIC WIND SPEED - 119 M.P.H. (3 SEC. GUST-ULT) : V (ASD) - 100 MPH EXPOSURE CATEGORY - B 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 9. CONTACT ENGINEER / ARCHITECT WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 10. SUBMIT SHOP DRAWNGS AS SEQUIRED HEREIN. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIR1"I. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY ENGINEER, WHERE SPECIFIED HEREN. 11. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 12. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. I. ASSUMED SOIL BEARING PRESSURE - 2,000 PSF. 2. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED BY OWNER / GENERAL CONTRACTOR TO PERFORM( WHATEVER SUBGR:ADE TESTING THAT IS NECESSARY TO CONFIRM THE ASSUMED BEARING WITHOUT EXCESSIVE SETTLEMENT. 3. TESTING MAY INCLUDE, BUT IS NOT LIMITED TO, DENSITY TESTS, AUGER BORINGS, OR STANDARD PENETRATION BORINGS. 4. A COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER ARCHITECT, STRUCTURAL ENGINEER AND GENERAL CONTRACTOR 5. THE TESTING LABORATORY SHALL SPECIFY SOIL PREPARATION PROCEDURES AND COMPACTION REQUIREMENTS NECESSARY TO OBTAIN THE DESIGN SOIL BEARING PRESSURE. fo. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLEt OTHERWISE, PLYWOOD FORMS MUST BE USED. CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: I.I. FOOTINGS, SLAB ON GRADE 3,000 PSI 12. FORMED COLUMNS, BEAMS 4,0001051 2. CONCRETE SHALL BE IREADYMIX PER ASTM CS4: 2.1. PORTLAND CEMENT - ASTM C 150 22. AC5GREGATES - ASTM C33 (P MAX. NOMINAL) 23. NO CALCIUM CHLORIDE 2A. AIR ENTRAINING - ASTM C260 25. WATER REDUCING - ASTM C4214 21o. FLYASH - ASTM C618 CLASS F (20% MAXIMUM BY WEIGHT) 2.1. WATER - CLEAN AND POTABLE 3. REINFORCING STEEL: ASTM AWE, GRADE 60. 4. REQUIRED SLUMP RANGE = 3" TO 511. 5. WELDED WIRE FABRIC: ASTM A-1064. FURNISH IN SHEETS, NOT ROLLS. 6. MOISTURE BARRIER: 10 MIL POLYETHYLENE. LAP 6" AND TAPE ALL JOINTS. 1. CODES AND STANDARDS: (CURRENT EDITION) ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING" ACI 318 "BLDG. CODE REQUIREMENTS FOR REINF. CONCRETE" ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 8. MINIMUM LAP SPLICE - 30 BAR DIAMETERS (2'-0" MIN.) UNLESS NOTED OTHERWISE S. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 10. ALL BEAMS AND SLABS SHALL 15E POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 11. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TIRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER 12. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC_, BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH 1RE5AR 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 14. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: 14.1. APPLY A LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309 142. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND IRESHORING. 16. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORMM THE FOLLOWING CONCRETE TESTS ON SITE. 16.1. CYLINDER STRENGTH TESTS - ASTM C3% ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEUREOF. TEST ONE CYLINDER AT i DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER IN RESERVE. 162. SLUMP TESTS - ASTM CI43 li. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 18. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO CEMENT RATIO. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY. TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE. ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER TO THE MIX. M. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: IS.1. 4000 PSI, 28 DAY COMPRESSIVE STRENGTH - WATER TO CENTER RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 036 MAXIMUM (AIR -ENTRAINED) IS2. 3,000 PSI, 28 DAY COMPRESSIVE STRENGTH - WATER TO CENTER RATIO, OB5 MAX" (NON-AIR-ENTRANED), 0.41 MAX" (AIR -ENTRAINED) 20. REINFORCING BAR COVER (UAO-� 201 FOOTINGS 3' 202. COLUMNS 1 1/2' 203. BEAMS 11/2" 20.4. SLABS 3/4" (INTERIOR)1 1/2" (EXTERIOR) S 1 RLIGTURAL GIFICA 1 1ONS 21. CONCRETE SHALL BE PLACED WITHN 90 MINUTES OF BATCH TIME 22. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOTS, IF REWIRED, 16 NOT INCLUDED 23. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAN, OR ADVERSELY AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE. 24. ALL CONCRETE SHALL BE CONSOLIDATED N PLACE USING INTERNAL VIBRATORS. 25. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING 26. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. 21. PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. 28. SUBMITTALS: 28.1. SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, NCLWNG BACKUP DATA N ACCORDANCE WITH ACI 301-(CURRENT EDITION) CHAPTER 4, SECTION 423, EXCLUDING SECTION 423.413. 282. SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWNG NUMBER SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. 23 ALL BUILDING AND SITE SLAB -ON -GRADE SHALL BE AT LEAST 4' THICK, REINFORCED WITH 6X6-WI.4 X U A W1UF, ON 6 MIL VAPOR BARRIER WITH SAW -CUT CONTROL JOINTS W-O" O.C. EACH WAY INCLUDING HOUSE KEEPING PADS AS REQUIRED. SEE PLANS FOR OTHER CONDITIONS. 30. STEP AND SLOPE ALL BALCONIES AND WALKWAYS AWAY FROM THE BUILDING. MABONW I. HOLLOW LOAD BEARNG WITS SHALL CONFORM TO ASTM CW, NORMAL MIGHT, TYPE II. MNIMUAM NET COMPRESSIVE WIT STRENGTH - IWO PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH FM - 500 PSI). 2. MORTAR SHALL BE TYPE M' OR 'S' AND CONFORM TO ASTM C210 (PROPORTION OR PROPERTY SPECIFICATION). 3. COARSE GROUT SHALL CONFORM TO ASTM C416: 3.1. 30M PSI AT 28 DAYS. 32. 1/4' MAXIMUM AGGREGATE. 33. 8" - II' SLUMP. 4. CODES AND STANDARDS: 41 ACI 530/ASCE 5 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' 42. ACI 530RASCE 6 "SPECIFICATIONS FOR MASONRY STRUCTURES" 5. A REINFORCED MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOW ON THE STRUCTURAL DRAWINGS AT EACH FLOOR THE ROOF, AND AT TOP OF ANY PARAPET WALL. USE GALVANIZED MESH -TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. 6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL 15E AS FOLLOWS: 61 FLOOR LEVELS: 8" X 16" MINIMUM WITH (U 5 TOP AND BOTTOM IN GROUTED KNOCK -OUT BLOCKS. 62. ROOF LEVEL: 8' X 16' MINIMUM WITH (U 5 TOP AND BOTTOM IN GROUTED KNOCK -OUT BLOCKS. 1. VERTICAL BARS SHALL BE HELD N POSITION AT THE TOP AND BOTTOM OF BAR AND AT V-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER NOR LESS THAN I". CENTER BARS N WALLS UNA. & VERTICAL REINFORCING SHALL BE AS SHOW ON THE DRAWINGS. FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI W DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOW ON PLANS ABOVE AND 13ELOW MASONRY OPENINGS. CONTNUE= FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. % REMOVE ANY FOREIGN MATERIAL FROM FILL CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL N SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL To THE VERTICAL WALL REINFORCEMENT. 13. PROVIDE HORIZONTAL WALL REINFORCING 9 GA GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. S. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL COWAN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT N THE LAPPED DISTANCE. 16. CLEANOUTS SHALL BE PROVIDED N THE BOTTOM COURSE OF MASONRY N EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW -CUT 4' X 4'. Il. GROUT POUR HEIGHT SHALL NOT EXCEED 12'. PLACE GROUT IN 4' MAX LIFTS HEIGHTS. I& CONSOLIDATE GROUT LIFTS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 13 STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN. 20. PLACE ALL MASONRY IN RNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 21. SEE DRAWINGS FOR SPECIFIC MASONRY CONTROL JOINT LOCATIONS. SPACE AT 32'-0" O.C. UNLESS NOTED OTHERWISE. 22. MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530-Ib. INSPECTION SERVICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES. 23. SUBMITTALS: 23.1. SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION 232. SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. 233. SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. 23.4. SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY WITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO 13E TESTED IN ACCORDANCE WITH ASTM CWO 24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: 24.1. SAMPLE AND TEST GROUT N ACCORDANCE WITH ASTM CI019 FOR EACH 50M SQ. FT. OF MASONRY. 242. SLUMP TESTS - ASTM CI43. 25. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE LINTELS OVERALL MASONRY OPENINGS NOT SHOW TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING - 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. 26. 114E TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQIEEN AT THE END OF EACH WORK DAY AND WHENEVER RAN OCCURS. C L DIMENSIONED LUMBER SHALL BE DRESSED SAS, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL LUMBER SHALL BE SOUTHERN PINE NO.2 GRADE OR BETTER - WITH IS% MAX" MOISTURE CONTENT, U.N.O. ON THE PLANS 4. ALL LUMBER N CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A ACQ (ALKALINE COPPER QUATERNARY) TREATMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN WOOD PRESERVERS INSTITUTE b. PLYWOOD WALL AND ROOF SHEATHNNG SHALL BE APA RATED SHEATHING, EXTERIOR GRADE. T ROOF SHEATHING TO BE INSTALLED WITH ONE PLYWOOD CLIP PER SPAN BETWEEN PANEL EDGES. & INSTALL BLOCKING IN ALL WAIL STUDS AT 4'- 0" O.C. MAXIMUM, LOCATED AT S14EAT14NNG PANEL EDGES. 9. ALL NAILING AND BOLTNNG SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. 10. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE OR EQUIVALENT. IL ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURERS REQUIREMENTS UNLESS NOTED OTHERWISE. 12, PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL STUD WALLS. SILL PLATES SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0' O.C. UNLESS NOTED OTHERWISE. 13. STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS. STUDS SHAD. BE TRIPLED AT ALL CORNERS. 14. UNLESS NOTED OTHERWISE, WOOD LINTELS OVER OPENINGS SHALL BE DOUBLE 2 X 6 FADERS FOR SPANS UP TO 4'-0" AND DOUBLE 2 X 8 HEADERS FROM 4'-0' TO V-0". SEE PLANS FOR SPANS GREATER THAN V-0". USE TRIPLE MEMBERS FOR 2 X b STUD FRAMING. DOUBLE AND TRIPLE 2X HEADERS TO HAVE CONTINUOUS " PLYWOOD FILLER CUT TO FULL DEPTH OF HEADER BETWEEN 1X MEMBERS. NAIL ASSEMBLY WIN 16D NAILS AT 12" ON CENTER TOP AND BOTTOM. 5. NAILING SCHEDULE SOLE PLATE TO JOIST OR BLOCKING Ibd 16, oz. STUD TO SOLE PLATE, TOE NAIL 8d 4 STUDS TO SOLE PLATE, END NAIL Ibd 2 DOUBLE STUDS, FACE NAIL 10d 24' O.C. DOUBLE TOP PLATES, FACE NAIL 10d I6' oz. TOP PLATES, LAPS, AND INTERSECTIONS IOd 3 JOISTS, LAP OVER WALLS, FACE NAIL 10d 4 BUILT-UP CORNER STUDS Ibd 24" O.C. 16. FASTENER SUBSTITUTIONS: ALL NAILS AR COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWNG FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. ALL ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENERS ALTERNATE FASTENERS 9d COMMON NAIL 8d RING SHAW NAIL 8d SCREW SHANK NAIL 0131 P-NAIL Wd COMMON NAIL 10d RNG SHANK NAIL Wd SCREW SHANK NAIL OAS P-NAIL. n. GW DRIVEN NAILS MUST BE SUBMITTED FOR REVIEW WITH APPROPRIATE BACKOIIP DATA OESICMNI LOADS WALL PRESSURE ZONES (ISOMETRIC VIEW) r=P M N Edge Strip rl ® Q Q Q TYP. GABLE R011F MINE TYP. HIP ® ( ® RO0F o- WL n =Width of Edge Strip o- RW PRESSURE Z�IES (PLAN VIEW) BUILDING DATA WIND VELOCITY: 145 mph AD) INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (Basic Wind Speed, 3 second gust) 113 mph ASD) (Enclosed Building per ASCE 7-98 Table 6-7) WIND IMPORTANCE FACTOR: 1.0 WIDTH OF EDGE STRIP (FT): 4.4 BUILDING CATEGORY: (Per ASCE 7-98 Table 1-1) II HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: 1.00 ROOF ANGLE, A (degrees) 0: 7.0 < 0 < 27.0 ROOF DEAD LOAD RESISTING UPLIFT (psf): 10.0 WIND EXPOSURE CATEGORY: B DESIGN WIND LOADS - WINDOWS, DOORS, COMPONENTS & CLADDING ROOF WALL ZONE AREA 11f DESIGN PRESSURE s ZONE AREA ftZ DESIGN PRESSURE s (Positive) (Negative) (Net Uplift) 1 10.0 15.4 -19.9 -10.7 4 10.0 37.9 -41.1 1 20.0 14.4 -18.9 -10.1 4 20.0 36.2 -39.4 1 50.0 13.2 -17.7 -10.0 4 50.0 33.9 -37.2 1 100.0 12.2 -16.7 -10.0 4 100.0 32.2 -35.4 2 10.0 15.4 -45.6 -26.1 5 10.0 37.9 -50.7 2 20.0 14.4 -38.8 -22.1 5 20.0 36.2 -47.3 2 50.0 13.2 -29.8 -16.7 5 50.0 1 33.9 -42.8 2 100.0 12.2 -23.1 -12.6 5 100.0 32.2 -39.4 3 10.0 15.4 -77.6 -45.4 3 20.0 14.4 -61.3 -36.6 3 50.0 1 13.2 -39.55 1 -22.5 3 100.0 1 12.2 -23.1 1 -12.6 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. TAKE W6023(1) FASTER SC M Ul.S FOR STRUCTURAL MA RS WN16 ION F,4GMW 0 OF SPACES JOIST To SILL OR GIRDER TOE NAIL 3-2d - P X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d - 2 STAPLES, 1-3/4" 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d - SOLE PLATE TO LOIST OR BLOCKING, FACE NAIL lbd 16" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 2-16d - STUD OR SOLE PLATE, TOE NAIL 3-8d OR 246d - DOUBLE STUDS, FACE NAIL 10d 24" OZ. DOUBLE TOP PLATES, FACE NAIL I0d 24" OZ. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 161, O.C. DOUBLE TOP PLATES, MINIMUM 24-NC44 OFFSET OF END JONTS, FACE NAIL IN LAPPED AREA 8-lbd - BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-Sd - RIM JOIST TO TOP PLATE, TOE NAIL 8d 6" O.G. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d - BUILT-UP HEADER TWO PIECES WITH 1/2" SPACER Ibd 16' O.C. ALONG EACH EDGE CONTINUED HEADER TWO PIECES Ibd 16" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-ad - CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d - CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-10d - CEILNG JOISTS, TO PARALLEL RAFTERS, FACE NAIL 3-10d - RAFTER TO PLATE, TOE NAIL 2-16d - P BRACE TO EACH STUD AND PLATE, FACE NAIL 2-Sd 1 STAPLES, 1-3/4" - P X 6" SHEATHING TO EACH BEARING, FACE NAIL 1-8d 1 STAPLES, 1-3/4" - I" X 8" SHEATHING TO EACH BEARING, FACE NAIL 2-Sd 3 STAPLES,1-3/4" - WIDER THEN P X 8' SHEATHING TO EACH BEARING, FACE NAIL 2-ed 4 STAPLES, 1-3/4" - BUILT-UP CORNER STUDS 10d 24' O.C. BUILT-UP GIRDERS AND BEAMS, 2-NCH LUMBER LAYERS Wd NAIL EACH LAYER AS FOLLOWS: 32" OZ. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE 2" PLANKS 2-I6d AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP 4-16d RAFTERS: 3-16d TOE NAIL FACE NAIL RAFTERS TIES TO RAFTERS, FACE 3-ed - TAN-9 Wo023(1) - C 0NTNJED FASTER SCHEDULE FOR STRUCTURAL t-ow 15"WA SPACM OF FASTENERS MATEN" I� OF br s EDGES M M MEDIATE SUPPORTS =� WOOD STRUCTURAL PANELS, SUBROOR ROOF AND UL4LL SHEATHING TO FRAMING, AND PARTICLEBOARD IA&L SHEATHING TO FRAMING: 5/I6" - 1/2" bd COMMON NAIL (SUEIFLOOR WALL) 6 12 e 8d COMMON NAIL (ROOF) P Sd COMMON NAIL 6 12 e 1-1/8" - 1-1/4" 10d COMMON NAIL Sd DEFORMED NAIL 6 12 OTHER WALL SHEATHINGS ^ 1/2" REGULAR CELLULOSIC 1-011 GALVANIZED ROOFING NAIL 6d COMMON NAIL STAPLE I6 3 6 FIBERBOARD SHEATHING GA, 1-1/2' LONG: 1/2" STRUCTURAL CELLULOSIC 1-1/2" GALVANIZED ROOFING NAIL Sd COMMON NAIL STAPLE 16 3 6 FIBERBOARD SHEAT14NG GA, 1-1/21 LONG 25/32" STRUCTURAL FIBERBOARD 1-3/4' GALVANIZED ROOFING NAIL Sd COMMON NAIL STAPLE 3 6 SHEATHING 16 GA,1-3/4' LONG 1/2" GYPSUM SHEATHING 1-1/2" GALVANIZED ROOFING NAIL 8d COMMON NAIL STAPLE 4 8 GALVANIZED,1-1/2" LONG 1-1/4" SCREWS, TYPE W OR S 5/8" GYPSUM SHEATHING 1-3/4GALVANIZED ROOFING NAIL Sd COMMON NAIL STAPLE 4 8 GALVANIZED, 1-5/8" LONG 1-5/8" SCREWS, TYPE W OR S WOOD STRUCTURAL PANELS, COMBINATION SUBFI.00R INDERL.AYMENT TO FRAMING 3/4' AND LESS 6d DEFORMED NAIL OR Sd COMMON NAIL 6 12 1/8" - I" 6d COMMON NAIL OR 8d DEFORMED NAIL 6 12 1-1/8" - 1-1/4" 10d COMMON NAIL OR 8d DEFORMED NAIL 6 12 FOR 61: 1 INCH - 25.4 MM, I FOOT - 1.605 KM/H. A ALL NAILS ARE SMOOTH -COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE WONG YIELD STRENGTHS AS SHOWN: 80 KSI (%I MPa) FOR SHANK DIAMETER OF OJ12 INCH (20d COMMON NAIL), 90 KSI (620 MPa) FOR SHANK DIAMETERS LARGER THEN 0.142 NCH BUT NOT LARGER THEN 0.111 INCH, AND 100 KIS (68S MPa) FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 1/I6 INCH ON DIAMETER CROW WIDTH. C. NAILS SHALL BE SPACED AT NOT MORE THEN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER D. FOUR-FOOT-BY-8-FOOT OR 4-5Y-9-FOOT PANELS SHALL BE APPLIED VERTICALLY. E. SPACNG OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R6023(2). F. RESERVED. G. FOR REGIONS HAVING BASIC WIND SPEED OF LESS THEN 100 MPH, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER H. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 19 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253, FIBERBOARD SHEATHING SHALL CONFORM TO EITHER AHA 154.1 OR ASTM C 208. I. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEAT14NG PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE PERIMETERS. BLOCKING OF RDOF OR FLOOR SHEATWNG PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. REVISIONS EIY 00 Y � N CO to ¢ 0� 0 ~~ U co U U N.� N cxd Y �T Z a. �-• C �n U N c Q 10 > °' °° 3 N 0rl- p o m I� Ng �F,:,•<. Via' . `VN I 5 tii .� 0 O. 00 o u- ; _J 0 •. La Q Q 00 .^ o w x Q o a Ili a N O L O N C m M 4D C 0 Q 'O J Z3 m t>0 L` U U/1 O s O Z (0 N O m Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: JDS Job: 21-018 Sheet S3a --i ITT --i Simpson Strong -Tie Florida Statewide Product � Pmdufll� 11.1tP(I ln Abhdbetwi� Order I Product I Florid. * "k" l 1 lo44�3,1 1�2�� "' 1 A >.' 1 1 �'--_"' 1, "--, � �� ­ A�11, 1 1044o 6 1 Product Florid. 41 - E1,11.1.8 11 � i 4 I 1 I 1,603,2 BI'ai"W I il��'(_? 61.81"", 5 l'.H.F,2 _ 6237,11.2F _ I 1 I w.'�) B2,37"i 1 86 1 11,563 K...'�71;14 i 11 illl��l - 82. a?, 16 L" 113f; 3 B2 37" lS I' K'37,,20 - .. . . I ". I 616 � 3 .. - C' 2. F ce' I I , -�' 6 M, I 66. 4 - B2.56114 I � 1',36.4 - 152,�L',61'3 1: ff)C4 B 2. 5 6; I 8 I i 166-4 82.5- 20 - I I HiE 4 � KLI�'1122 - __ - I � I�ir' 4 ....... . __ 62 .5..6;24 Ii IPW�el 3 2. 56,, 2. 6 J 11 f 106A R2 'M;2? I il'.6.A - B2 � lyls; M I'll �e ' ... - 63.1211 2C.. 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I i I la-61.�" B 4 ? ��; i A I i I 66.8 BA 75.; I 6 - I I i 6�:.S 84.75.; i a 'I i I 66S B4.7�112'0 - I i I M.;_j - FA.15H� 5 I i I�R.-'l F11 I ,I - I 11 i 'A;.9 'i 'R"" It"'I'll I 1 �". - �" ::::-I [8A I 6 I i 1 1 f�s ,') Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 Piodu,�'s rsted 3n AkAiabetk�al Order Product 1`1_14� # H; S I � 104��E',,22 H �',;'.If' 40"lFWl'1'23 HTF-14 �G,156 24 : i ff;._';211'� : u'4 5,,.2'L,, H � �11.'5f' 'f"4".1S.-'.'�. � iT��.'-.'rt' 1f;-1s!_'27 J-IT,�;I,11� ! ". 4 73. 1 I - HTSf,12,.') ' :4 ,'.�.*,. I I I H:: 11.1 I I 49�'3 1 HTT�2 11496, 1 1 !TT4 1. &M,2 HfT5 - I 14�41�.',_' HTU2�0 i 1, i &�'l,2 - HTL3210-2 : I " 69.2 HTU2-'� '. 1 ": I ..�f , . " HTU'2��-2 i � i E�19'21 - P,T!j-�.,' 11 Gcf.2 I H-171,12", 2 1 1 1 .,a9.2 I , 'pJ..! . ':o')'­i."'.'.'� I s1_12 l.': � . 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IF J�De6l.-4 HU281T ', 1) P5 6, 4 H(MM,; I 1053i I 7 � llu`lcl i 06. 5 5. 1 I. HVI�ir_2 �._ - il)S3:A-� � - Hljalc'_�_' l'y"5"3'� FI L".,* 1 C, T F I 0 �".'�' -1 HU312 . W�3�' Ill HIJ`12 2 - 1015 3�:.20 WK�12-2 10`55.37 HU312TF 14X"��_5 HIWI.4 J; my�' 31.2.1 HIJ,- 14 1 06 � 5. 11 '?� ' HV�!4-2 10�3122 Hk)314�2 _ 110655 39 HU,1, l4TF - 1108F16.5 111,Q'ie. - I 0 � 3 I 2.'� HLQ;�, I I 0t MsAi'; fqu3le,TF I'D61y"5 ll(j2A - I 061-M5A ; HWATF IDS5�.'� H U,1. �, l 1 1,153:,24 H t. K ,*', I 4 - 1 �05 M , 25 ,. ill '��4­' 1053I 2C H W �� 1 �,'x'.' 2 H_153:.28 HU.'�61� 2 1,1531,27 �_' HU`� 1�j_'_' I f)ri .'3 I 21.�' H0,%.S24,S0 - I '.';F.-.� i �'.;'�" tilimg - III. 51�� ? i Hul.`.� I!Y_�55 12 11i"30TF I 10 ". �. P, - fflj:.'1�111 - ?.'X'5�.43 HU38TF ifl'��f.6 H04 i_'�l I 10_�3132 H�A:2,',� ' . ID531,33 HU`1.21'�"'.` - 1`0511.34 - 1 1011 ?��'!'C' _ '; IfX�-'j .'3' HU4:13 I 01 5 31 �.3 131 H U4 1 C�, - . 10,6�6,44 HIA 1 �1-2 - - 1105'��" 311- fliel'IlUl! "�­" HAI .2 -- 45 I 11 I!, 11-11-14 � 2-2 I 11 0_�'� I'M, a Florida Statewide Product Approval Index 03-27-2009 'Aad m Alphabeki,;a': Om,r Rrodkx:ts fl., Product Florida # I M� �'3!5' ­2 : . iR�3 il. 7`11 UT31 �;' -, 1) - 1 G lx', 7.7;3 . - MiT4 12�; � �, �' .. �� ..L .. .. . 10�7 7f., ,,, 1; 1 , 12.; ,,, 4 ti;( "I.P11 W_ 6 .' 'AlT4 S2`�t 10(�57'?'? IA r T 4. 2 8 � ; � 8 S . I (,'- t � � 5 7 7 4 � . .... f', 1; T 4 ' S,': 4 ('(16-1 � _'�, l,I!T4 2,&!�' � . - 'C.6,i7 7�, 1 M;T,I.7�,;:�i I 11C�17Y�? . M�1411 ,.� 1 (,',�,','�7,7:'�� - 1`11;�4 .11-1 -...-.-.... ir"6S11.7"? t.,I;T41�1 - 11 . iot�­'�?�' I MIT41S 1 (,`�'- 7 7 �i MF�2i ; �'1&1�7. 79 . - %I;T41.� �� - '-,T�':7 7-, M:T�. 112-6 !C!6�.7 F,' �'.'J;:;j � _1 I - � :i cziil 7? 1 .j I'llu l,-'; l 1 10,P5,4.1 1 lll:ul 1561114 . `06�,41 I'llu 1 -'e'�'? ,.. i 0 ESIA � 2 - Nllt) 1.�6".�.' - iJP54.1 �"I � U I 8 1;' 5 I 01 6 5 4 1 ..... Mli'll.pi i'l � I i G8 �14 l .. .. . . 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I 0 MIU-1,2814 - I�M54.1'3 MlI.N.28!'16 I'08F.L4.10 MIJ4 2',�,'9 - 10,1, �A I �) f11lU4.7S;l! 1 iu"�4 1, MHA 751114 , - iop�4'11 kllk)4.7�,'16 - � .. ............ K5854.1', IANA�?','11, 1 0.�?,.�. I 11 S - Mit-14i 75,,20 I 0S, �4'1 ,,, ?`0!04.*115!9 - 108511.1 1 IAN"".I�; i 1 1 `.' �" 54 1 2 l"IR-15 121114 i 0�� �. I2, I'MW:1, V2�16 - 10-9-F4J2 kllt,15,1,2�18 10-5i54,12 i'll i U 5 � "I 2'! n) I i'� '�'-.�. 12 t1WJ5.I1;7 10P;-�A 1'3 MiIJ5.12�lJ 10�4 12 l"Isc I �' I 10S',37,i�i) M�i<',2 1()6,�7.6',) - I'ASC4 lf.'W�17311) MSC5 __ - __ I 0 �Ilo 6 7. IS � 11 1111SOP-2 114i38.22 � . ... . HS(',M, 2 146.6.212 _.I iJSCPT2-2N . I '46E1,22 tASC,PT21ri i 146e,.22 rAS-T-211-- ____ - I-M52.7 kisT27Hibr; 10852,7 tAST27Z I 0fl 54 7 fllsf-�7 110J�52_11 I`IS13TF.DG 108-',2 7 kiST37Z I 08�­ 7 MST4R 108�2�7 - MST4',lH.DG3 V)P;��,2.7 _ MST487 lfji352�7 - i"IST60 - ,'�?!,2.,7 IAST00HDIG I 0 e�5 2, 1-1 MSI72 10K.2�7 ill's I A 12 - I;,, , ,,, 08U. PASTA= 10P52,6 - NISTA15 I 11 � ��" "�_' 12* I'll f,ISTA i,5Z ll."A'52.1� M� TA il� I,_'," 52. �, IAS T A I A Z l,,M'F,2,',� IfASTA21 1_ 9 ' z "" �� i ' " I _ "_ I 1 �,,'.1'2, "�_ _. � I P,_, T �? I v)tq��..'.J SIMPSON STRONG -TIE FLORIDA STATEWIDE PRODUCT APPROVAL INDEX 03-21-200S I a Florida Statewide Product Approval Index 03-27-2009 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2OG9 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 :. PT01,11ir".. listed I;" A."Ptia"IeUral Order Pfc,dua.s listed ip, Alphit,ptivWOrder Pfoduc-�.; iiste,'Im Aiphibelical Or�:ipr I PT��IUCIS k$ted;P. AiPhaDebC8I Order I I : Product Ff­id� 9 84S I llao 9 - 1.1; l i ��8 li5 il I i`16131 10 65 i2,14 I I 106.1 0 65.12,1!�, 1 ; 1 r" el. I 11 65,12� I I3 I I I or. i 0 - 65 IZ,12(1 l I 166.10 - B5. i2,22 I MOM B$ 12e'24 11106 10 I 65 12f2C. H 10'. 10 65� l2j'M - i ,,, I 56. 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L I �q 105al 14", '".11 K"2iu.2 i C1655.57 �VC21 01_� 10055L81 H; R,211,2 - IIN5� 51� I 11 , LiC, H, 212-1 k16"S.So , H: $C2:4-2 = I m65.f I pul-'2i _13 10655 U __ 1--.J;- . _216­2 _ 1')655.��'�� I- .Jc2l8_�� 1 0655.61 HJC24-2 IDff'5.65 H: -* 6_2 J112 1 015-515.80 .�4-_"_ d P _2R-2 - I 5 61 -1 5. 6 7 HJC,�10 101,31.48 113�1111 P'l -0 , I 065,� 66 HU�'��:"�-2 I 1 05,', 1.49 Hoc'_'0�2 " 1`6� 1�1 HU C _-� 1 2 i I ILI It, __11 -I FL! � i �U�Q - I 10C,55 70 rH10C,',,!2-2 _ 1 Iil�"'I.51 Product Florida # P 0 Ic r _4 I 2 - 2 _ ] Ot,5�53',' � P. ,K,'.'3'.i 4 1 0 5 3 t . 5 If HUC�14 10615.72 llk)0,��4 _; I 052i i 53 HU��;?,14 2 I 1fI65533 HU, 31 6 10531,�A H0��31;" I 065&, 74 1-101--3A 1 06,55,75 �,ij,""I"."Ill'-It2l 1 111*311.65 H.U�M' - - I 0615 7�' I4� �X._'S - 1,13651.77 P 0 CA 11 (i I `�63 I., '� '. 51 H.'_K�4!t, I 0655 7F, kiUC4;2 1053 f,57 HMC,'41,�. 1 cllcl�._15.7 �? 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'Ll S_" I �;- 11 ID61,5 ,"?2 HU.�'_11�­,TF 11181.58, I 0 HUS212-21 ill 06&5.'L"�' 1 H,U6-;2 2TF i 11,g'� F ;_ - , ,' I ")'T"w Simpson Strong -Tie Florida Statewide Product Approval Index G3-27-2009 Pfoduct�:;Sted w Aiphab4ftal Order .. : : Product Florida 9 t0 S TA 2 4 Z IiIS52.�) M S T A3 G I 10i35) 9 M',_`TA3GZ 1101852.9 ?,I�fKib 10��I2..i) . 10 S, I AN4,.Z I 0 ,I, 15 "? � I 1111'-STAA�1; 10852.�,, llll;"A�l 10852. 10 M. S T A" 2 11 1 l473 15� 1 M$1 AM36 11473 1'� 11 - IISTI;_�$ I 0,852. I I fill ST (A fJ I 0852 1 i Ml S .,_C4A1B.__1 I ` IM 8 ­ MSTC52 101652 11 V1 VC11'0 . I 085U.I I . IAS ,-I C116133 1 Wo 8 IASTC78 " 10PS2 11 MS TC1040 1 W3.19 , f,,iSTCt-,If;,,1 . 1 l,173,19 �-ASTJZ.', - 110857 12. i""­36 "I.- - 108,2.11 - I f,15TA1.>' 106152AL PAIS_�elcl ll,18852� 12 kISTI?2 W�,2.12 l'ITSQ 10456.33 1.11A I S : i.." ' - 10456 34 . M-1 1.� i �' 1045C -115 1 M-ls".0 10456.336 l'ITS24c, 1 l470,9 I.Ils'y��'-c 1147l! 9 "I S��o - " 104501.3,7 NITSRC _ 1 l47("'.9 I'A T..;"M i 6 I �A73 _110 r Al r S 101 2 () I I d ,73, 2 0 MJ,3�2�- IC165E;.120 �.1iLlS12S 10655 121 1 'N; - ,2x!!)-tC ff.r@64.4 I NCA2y.to-u. 'li)'8eJ4.4 NCA200-16 10684.4 NGA2x!2�1_' - 10801i I NCA2xl'� I6 I W6 J4 4 NCA2x.6- I2 ILIS64A N(',A',!x8 16 101MA 4 PBVIPI 10849.7 pp, 'IF, _ IVW49.7 F"A-1 I 0860 I$ PC44-16 - PC44. lf.1z A� " IE I '��' , " IG I P C 4 iG, - t 6 z ! : Product Florida# FIG 18 108W 1 ill PC4P, le, I DPW. i 6 pelfAl IM60 11 . 130641, 16 lfk6i) 17 pci'116 IlK360'17 PC66-iI31 I r, 8 60. 1 7 PC68 110860 i7 PC,',4 10860.1 7 I'Mi 106601 11 --- � PCP8 1 0860. 1 7 PF24 i D85c. I � - PF 2 6. A I "? 8 1� .1 6. 1 5 PF24Z - 1 11)611e, 1 5 PF26 1085r, 15 PF28A .1 0f.1156.1 I - PF26Z 1f3 116.i�. _6� PFD24 I 11815'11'� ! 41 PFD26 I 0856. I �' PFDS2.6 I Ir? 61 5 (i. "I 5 i`HD2 1044I 0 PHE15 IIA41 Ii PHD(� - - - - - 10441.12 "IRC, 1 l4 "a i� - ______ - - . PRC11.1 114,'8.6 RIVIIIIIS I �_� I 0604.5 RW,11312 IW45 RON614 l0t,,$4 S _ RPSIA " 'I US04.5 - Rpslklz 10864.6 RPS22 I 06(I4.6 PPS22Z 10864-F, -1 Rps-le I 01164.6 RPS2Sz I 0864.6 pp, - 10854� 1 6 RSP4 10456..'.8 RST-i 1045(i,�g - f'ST-2 11,0456.4") RTC24 101?6".5 RTC24Z IfM15L RTC42 I 086,5 -11 I RIC42Z lomb�'.� R T C, � 4 If 66�;5 'i ��Ipl 75'1�'t�.�" 1 SP2 - 1041,6, 42 - Sr4 I,N56.43 Spe I'NbE�.44 - $Plo - 11.1)4%45 SPH54 I 0456.46 I __+1114-f '�' P.� 1, �' 47 I s'�� 1, -� I I � Product ; ; Florid. 9 CCQ68, SD82,5HDG 108tic"'Il f�,C?74 SDSZE .1 104)C)0.7 CCON -MS2.5HD.,', - IOMIC,7 CG076-SDS2.5 10860.7 (,CQ76-SDS2,5HDG I G8,G 0. 7 C('077 S.DS2.5 IM10.7 - CCQ7�-,SDS2.5HD'3 1018flo"? CC Q 7 �, - S 0 S 2. -5 Mur).7 cc.0 7e_SDS2.5i4D11_'�! I (186 i 7 "CiTI, 108r,5 I CJT4 . 108151.1 CJT5 12.�fm I C,ITl', I US5A CMST12 KJM2 I CKISTI4 -, INS2.1 CHSTCIE; 108F,2A I CSl4 108F11 CSI 4 R 10,i52.1 CSICI I W,r,21 CSW-R IW851.1 CS lelz i 08 F; 2 � I - C 1; I 81 lfll3521 CSI8-R 1085,21 - csl6s 10852.1 CS20 � 19852.1 CS20-R 10?5�.I CS22 10852 1 - CS22-R .1 0l)U.1 - ^�.Vjiill"'� I � '64A - ("INBUS . 108114A COT, I (i m 5.2. DE! I 12 I I 0 l) fL' 5. 2 UETAII. II47.11 WTI, - - 108't5�2 WT l4Z IGAi"�� CIS 1086154 E,',;C,2 . 1147C, I 0 51 P lr'41�1�1. 1 E'__1:A1_1r1 M360�4 ECC3 1!'4-4 l0W0.9 ECC3 i,'4-4HDG ic'MCI�81 ECC� 114-i� I rs?'(".8 . (_'C"C3 1.1'4_4MOG 10860'a ECU'44 lC1'8f()'8 ECC4,IHDG I G Ki i � 8 _ E. C, C 403 I 08160 el IECC41,FIDG, lo"3$0.8 !,"I-"4 i I CK;60.9 ___L _ _ IrLf',", �' __ , __' _' , HDG -,^ ' !";' 2, 9� JEC(:;5 l.,'44� 1 l'I"-', � Product Florid. N ___: ECOS 14-61­11)C I 108610. �1 - ECC,'i 1;4�8 10860 Q _ ECC64 108fio.g ECGCAHDG 1086101.9 ECC66 10860,f - CCC66HOG .1 0800,14 - ECC68 1118601.9 ECC`.-8HDG_ I 0860 P ECC76 10860.r� ECC77 '10N30.5 E C* C T'S 1086I) 9 - ECC86 - WING P EC(I.P8 ,OA60.9 ____ - ECC9l4-'_DG 10860�9 ECC90 I 0P60 ,fj ECC9� I W10.5i FCG034-S'0-,��,. 5 I I, 6 01. I ') ECC03 4.SOS2.5HD(3 1036f" 110 ECCQ3-6-SDS2.51 10860 10 ECC(_r3-6-SD$2.5H0G IOIN3019 ECCO44-SIDS2.5 11)860,1111) ECCQ44-SDS2.5HDG 10860.10 - ECCQ46-SDSZ5 I 0$60.1 0 ECC04(i-S0S2.5HC* - - ___ 1081310.10 - C 10860, 10 f.'r,CQ4f.'­S0S2.5li0(', - IDA60.1 0 ECC'0�4-SD62.�� 1981601 I EC C (M4 -SIDS: 2.rDHDG - 10860.11 ECCQ513-SDS2_3 - I 0860. I I ECCQ56-S(1S2.5HDG 11 W60.1 "I ECCO$9-SiDS2.5 W860 11 _C 10860. I I ECCQ34_.Sf1.S11'1J; IM1,0.12 E*"CCQf4-SDS2.5HDG 1,0860,12 ECC0f,,(l-SDS2.5 - 10860 12 ECCQ56-SDS2.5f­l _____ - -_ - -_ - - IW',30.12 ECGQ6a-8DS2,5 IW60.12 F.CCQ68-SDS2.5H(.)G 10860 12 111',G074 SC-S2 � - - - I OP,30.13 ECGQ74-SDS2�51­1013 10660.13 ECCO76-SM.5 - 108BO, 13 ECCQ?f.l-SDS2.5H0G I 08160.13 ECCI_77-SDS2.�� 11IN0.13 ECCQ77-SDS2.5HUG 108130. 1 3 ECCQ78-8DS2.5 - lf.860'11� - EC C Wri - WS1 5HEY' , 108130.13, U�5 ioeb".l EC- I I lof'" I Ecl�' - - I w7� I 1 FF 044 1 t$60 14 Simpson Strong -Tie Florida Statewide Product Approval lndox 03-27-2009 Prr,di,cfr I*Iedon A%inal)akri Crroer i Product � Florida if H � IS, 2.15 1 0 C 5_5. 9 4 1­�*""S'3�"'. - IEN55�915 HUS26-2,TF - lm�'(,,.If) HuSa IN355.96 f4.lj.1"_'.�'-_1 106'15,'97 HIJ828-2TF 10856. I'l HUS4 I 0 1015.'Ml 64 P. U "Ill I I'Ll lci(;­"�.98 1 H1,184101 F Illlll.5�.I'j P.I:.;4 1 ". - 10,1111, 65 NUS'412 10655.130 - H.1,18412_1 F 11 G85f.*'. Hi . � "S414TF 108.515,113 PRJ�1�11 10-531 @fl HUS4111 1016_1�� 100 - H,1_154t3TF I fMM' 1") HUS`IR I 0'r0' �CT I HK;z'Al� 1065�.Joi HU S 418 T F I GA;;s. I It ' F. �V2 ?.S1 1 2,5 15'3f'?.3-� P.W2 75i! l.i�53 WW7 33 KV,r2.75,': 2 1 061,3 r. 3 3 H�A,;2.7-5,1 4 10667.33 HW2.75;'I� 1005?.34 1­�02.'115.1'9.X; 10667. A � =1 H,A1275,'9,S Ktr'6734 � i i V.; 11, �' �- 1085C 1 1 H.W3."' I 06ti 7.35 fl.'AIMI12�2 I 06 67. A i.-:1.�,,13.,!.! 4 2 1013673$ ti V'Mi6_2 1066-7.'.10 W4.s!5 1?,.2 1007.37 H',A,;3-KD-2 I 0 6. 6 7. 3 7 HNIM 1 0 1085"i 11 HW412 I018-1S. I I f4%P.j414 . 10816. I I H.VV4 1 0 . I 0 8116 � I 11 - f+w4f, 1(1185�z� I I lz'A'4,� ' 108-56, I I .. HIN325 101851-1.1 I H Wij ! 0 1 J814i", I t ........... 14`801 2 1 pl�I.�' i5. I I H"AM, i4 I 0856 I i HM:� 10856, 1 ,I I ........ HV,P�6 I G8:5$. I I f"11110,114 1 (M50. 1 I ill V11 8 : 0 108116, 1 I - H vkl,� 1 2 I llll�_Ie. I I F."INP14 1085.6. I I li­lw" li� I 08�i_" I I : ; Product Florid. R HW86 11,08561. I I HIA188 1081e, I'l H1,'q,J,2S_2 - 10667. M _ Hwi;?�5-2 110687.38 HM31"I 10067 ',,,,) HN1314-2 1061,7.39 Hwlalo '10607.3,I HWM6­2 - 10667 '19 H "IV I �' 18 1006?.40 HIM,113 I 8 2 I 0607.40 HWI320 10667 40 - HAJI3243 - -? 10667 40 W,1322 - 10667.4 � HNNI322-2 10661.41 - _ H.W1324 1066741 - HWI324-2 IM67,41 HINI32lll 10667A2 HVIJI32fi 2 1066742 TW328 - 1006742 HM30 10667.42 HIN1411.2,_, - INWA3 HIVVI411.25-2. i7c7ce 43 H'A'141 iM 10667.43 - H.W141 I.88-2 10667.43 . H�VV414 10667 44 HV,1414-2 JOR67 44 H.?VI416 I %07.44 HW4 03-2 10136*7 44 HINI'l 18 I'0667 45 HWI418-2 10667.45 TWI420 10667 45 HIN1420-2 10IIV 4$ ' - HV'111422 101,1137,46 HVVI422-2 10667,46 HIN1424 10667 A1.3 HW14?4-2 11667.46 HV'11427, 1061W.47 H.V`11426 2 1066747, HWI428. 10667.47 HW41428-2 10667�47 . IA?JW'�O 1 96CI7.48 Howv.30_2 1066? 48 HWI49 5 - 110667,48 HWI49.5-2 - 106137.48 .. HVi:;2 ',,,!X - 101.367 49 WA102.5!,'14 1061317,50 H VVU2.. �>W 1 6 196073C]i HM.12 El�.11118 "'L, - " H.WU2.r6';20 - _-:1 I 11'14e 15 IHM1,12.1� -_ 110667_4�4 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 PrV.,IUCIS izsEedir. AlphaDefical Order i Product Florid* * SS2. �> 1080.1 i sll� I We"IJ SS4.5 I 1.sk3re4,7 S�N� 10456 48 �, I "I -1 7)P,,2 _13 STl8 I,M,2� 13 S I 1! I '�_' 10852 � 14 S T-41 12 2 1011�2.13 1 S � 22 [Wa2.13 I ST22I5 M52,11 ST292 10852.13 S I F, 2 1 5 I 0KI --, 2. 1 3 - ST62ZA. *1 08,j2,13 S T 0 23 6 10852.13 STj li)1�52.13 S_�1121D 1065��A22 SUL210_1 I I ; 106511 123 . S�A214 I 0 (,I 5 5. l 2 4; 1 �',31.24 IG6,55.125 I SA__'� 1061*5� 1213 si-I'L26 2 I M515. 127 �"01..'�l.-� 1953 1 � 11,37 5ULII l4 105?0108 SUL,IV) MW (09 . �,.:,11,414 1,053 l. I 10 !�� .A.4l4 10655A28 SU".I'.!�f�"_'�! 10F,34l I l I . 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SIN MR 1 T"MA RF 11, S'W!.�A�) I Product Florid. * S'V�14&,<��_� � ., F 1 1 171.5 ";'��"22XN,l 1117? 1 - SW22x7xe 11 177� 1 s;V,'22x8x4 11177.2 'W-1 221 X R X 6 I I 17-� -, __........_ TVV2 4 x I �, . ... ..... - I I 177,6 SW2.4,00-IRF 11177.7 S'A'241M 111778 SV124XP 111772 SW24xP-RF I I 177..i 8VV24x9 11177A SW24xg-RF 11 17? 5 SWKMO, - 11 177'� SW32xlf,-RF I i 1 17.7 ,1.;'%N32x12'.<6 1 I177 � StAlKNe, I I i 117,21 ' 9W32xl,-RF 11 I7 7�3 S-0,'32xi) .... . 11177A - S'0,'32x9-RF I 1 M F, W1000 I 177'r) -I &0"18XIO-RIF I 1 I77.7 SIN48x 12x6 - 111778 WASx8 .1 1 I77,2 - 1SVi48x&.RF 11171'.5 SN'48X9 I I 17? 4 - SVIAW-RF 111775 i R 2.0 101164�0, TB27 1 Q 8 6 4, fs 7636 1086-1 �8 FRE4 IOR61,2 TBE4Z IfW12 TBEe 108612 TBE(iZ 108612 T`,',Z..'� 10861.3 TC23 108f'N.3 I �:A213 10447.15 Tl-iA2; 83 �_ ' IIAA7.16 TH._�Iil) 2 - 10447.17 Tt­'M-2. 10447, IS - T�:.A29 10447� Hu - TliA41� 10447.20 TP.P418 . 1044721 TtjA,4,�.2 - iO447.22 T,'-, A 4. 2 F 1,1468.23 TI�4041.s I 0447 '�, ­ T �; A 1; 1. 8 !,,'2' 10447 :4 .5 HAQJ',�6122 104-7.25 F112 1-1 - .- '�,4 -'s ' ' '1 I .�m"�' =-� - 1 il _� �" 7 _n; im. IT :Al�21 A 7.28 11111 It (144 i : Product : FloAdo if EPC44. If, WV'0.14 EPCU-1132 - 10860.14 T PC48 I i;86n. I A E P C 4 (3 - I C. 1 (I8,30.14 EPCe6-16Z 108,60A4 - EPC48 I C- W50. 14 EPC,48-16 li',e�60,14 EPC64 10860. 14 1 EPC64-16 I (1%01� 14 EPC66 I 08,60, 14 - EPC66-16 10M-0.14 E PC68 10860.14 EPU�4 I 0860. 14 Epciti). IW.0.14 FA?, I 081FIC, � 1 FA8 Ii3f6'I F(A 104-165 I FC6 10446.6 I FUR - 11-1732 FGTRE 1147�.2 FOTRIAIL . _11473,2 FGTRHIR 11473-2 Fl4AI2 ltii�52�2 FHA1 8' 1 M522 FHA24 10,352:2 FI 4AM ICM�52.2 FHA6 *1 0852.2 . FHA9 108522 FJA I 081f5d 2 FJAZ 10866.2 FSA I N66.2 FSAZ 1086'd.2 FSC 11478.1 FTA2 ... 10456.2 - - - __ FTA�� - 10456.3 FTA7 11345f...4 . _. ,,A; 104463 rA2 - - - -_ 10,446.8 G63 - 10667.2 C-85 106i!iT2 CB7 I 0 05 C 7. 2 GEC 10,961, 1 - - GFT4_17 101866.13 GH46-8 ,08,36,3 GH4843 - I0 il . . . ' GH48-8 I "I 8 &�. 3 GLS6A 108136.4 IO 31-65B 10896.4 kl_"L�2c 10, R . 366 e L.15 10866A I Product Florid if G1.97A. - 111186191.5 1131-87B iop"6.5 GLEX 108615.5 GLUD . If"86, 1 I .4 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 Prc,lucts listed In A...'phabet!:Cai Orf.ier Product Florid. # K'Vii2.7�"!I'n I 10667.51 HWIJ2.75,'14 I()eXW 51 fI �; HWU2.75 . 10667.11 - TwiF2 75;g._--' 106,37,51 - HI X Kla.12 I0(;S?.49 HWU3 25 I 0CF1? A9 IiWU3 3X 10$67.49 1­118��?,V­'! 1 2., 10667.52 I HWI-13.�,fie"i'. -PA 10667.52 H IN U3 58,". 4 10667�52 I-MLI1.56"i6 1 f)6,1, 7.52 - H'Ail.13.56"f6 I. 1016,4�7,52 ' H'V-'.�31'XYN 101367 53 HW1J3.56?22 . INW.53 HWW.1'3f'24 ffif;n.7.51 HWU3.5&'2'3 10,867.;i3 HWI: i"'. W..�2f.,, li'6,37�54 I I-r0JIJ'.I.56.;30 10'P1,7 54 _ 'PWLl1.56,'-,.2 10U,.7�54 FlWU3 W9.5 l0e-675A ' Hwu,.,"x IclfAT55 I'lWiWo WeW.12 HWU4I2 I 01?1 5C. 12 HWU4 I4 1pje%� 12 H'Ail,1416 - 1OF56,12 HWUS 12X I06-67 5s HWU5 25 W,67.55 _ H Will !3. 60; 1 1. � el 10W.7.5f ' I-IM5.50114 I 06f,7,56 HINUIS 5011116 106.67.50 IAVVJS.5"'�u V, 6 �. 7. 5 7 HWU5.5W20 IMU.57 - HWU5,50f9.5 101667,57 I HWIJ7.12X 100675-5 ITS 1.50,11.81ii, I (lf'�C7.t3ei ITS1.56,14 1066T5,8 ff$1.56,$,.� - 10667,58 ITSI�811 1.0 W,66759 ITSUIN4 I,N,67.5'� ITSI.8 116 .1 iM67.59 - nsl.pl;�'�' RXG7.59 I ITS2.08i'll I 88 1 oim�7'f'f) I ITS2.0&'14 I (3667,6,03 IM2.016111C lfllfx�_TFID I n'2 .""C..'q ,,,, I(IM"'17.00 . ITS2.37NI Be. 1011367.611. . ITA2.37,14 111667.ri IT132.1711f, I 01667'6 I ITS1�7A3,& IOC67J31 IfTS2.561 I.25 10037.62 Product i Florida # I T 6 ,'. 5 &," I 1, � 8 a I 0 6 61 7, 6 2 IT13z,5?;,;13 10f.W.62 ITS2,MVW - I 0,667.62 ffi�2.561f, MUM - 1*1 32 s(ilf�,R 1 06437.62 _ ITS2.5W1.),5 I 06U.62 1 T63.5611I 1 215 IW67.63 ITS3.56JI I.88 1 01667.63 ITS3,50",13 - 1003053 ITS.3.M.�14 1 0667A113 I T S 3, S f�,, I 6 I 0667.63 15 ITS.'� �16;�P �, I llee 7.63 - ITS3.562'19.37 I 0667,63 ITS3 56'�).5 1111667M ITTI 1 2�5 I I(M7.64 ITT11,88 - 10667JA ITT14 - 10667.64 I ITTIr __ - __ IGN7.64 171`2.06,11B? 1106t'17.65 ITT2 0614 10667BS ITT-2.0601 10W57A5 I'l T 2. 06,"R 5 - 1 0667.65 117.2. Idl a� W,-3e,7.66 IT T2� Ui 4 10667.66 ITT2.1;16 ' 10,667.60 ITT2, ll'1_15 li.)OC703' I I r'! I I .1. S 1066? 66 - 177211 8P 10667.601 ITT214 111tit".7.6R ITTZ)..25 I 0267.66 ITT29,5 106f"7.66 ITT..I I i) 10667.67 I'T311,88 100�7.67 ITT313 - 10667�II7 - ITT314 I 06(57.67 ITT-ite 10;6671117 - ITI'M til 10037B8 ITT1511.25 10'667.68 ITT351 i.f'>.6 IW67.61,>� - ITT3514 10667M ITT359 25 I 10667,68 - ITT359.5 10OR7.6F, I ITT39.25 I (XjC,'.7,61�, _ 11139.V 10136T(36 I U391 5 I 0", 7.68 111"I I 11,26 - if."CeI7,69 ITT4 11 �88 1 06U.0 _ (TT413 10667.69 ;TT4 14 10607.659 I IT H W� 11 0067.69 Simpson Strong4ie Florida Statewride Product Approval Index 03-27-2009 Produrts listed in Alphabetical Order � Product � Florid. # T. HA13',�2 104-17.253 T P,A142:1. 10447.30 Ti-Al.422 10447,11 TI&IAR42'� 10447..'32 .. T i-iGB2 _.... 1 l466.24 - THG63 I I16&24 - THGOI-12 I 1 4 t3 8 � 2 4 THC' ,Bf-13 - 1 1468.24 THG131-14 I I 4 0 SQ 4 - 754(3Q2-SDS3 1140ti-25 THGQ3-SDS3 1 1408.2-5. THG 3OH?-1.DS,i I l4e.8.25 . TFIG01-13-SIDS3 1146825 tHG()H4-SDS3 I 1468-25 TiiGW1W I l4e.8.26 THGW34 I I468.2f, I THGV,14-3 114,38.2e) THGW4-4 li,168.28, - . i4..iA,.'6 10444 A TH.JWS .1 - - -_ 1465&2.7 THJU26-W 11408.27 T.A.',37 11478.7 TSS244 11,1864 ,.4 TS-1 11470. III TW810 . 10864.9 1 TVVB 12 108-64,9 TWE114 10&54� U14 10511.121 Will 106MAX U21C.-2 ION55A37 L!21C,.-I I P'6-55� 138 U21CR IN55.111* IJ214 10655.140 U24 10655� 141 , U242 W,6,-,5,I42 U24R. I0055 143 U21�, I 016�5' IA4 V2152 10655. 115 U26F I 0"O", 514C U ^1 11 C. IM.3'. 122 - 0� i Q I 0' 6.5 5. 1 � 7 IM I 4 1 0?5_'� 1. 123 U,�14 113655 14-d tM4 W,6.55�;� 149 V"Sl��.�14 1015311,125 WS�0 2 1015�1 0124 - 1 J'� 4� "I 2 - 2 1 06� i, 126 11 1,1;2II �11' 10153i 127 I 'L�l ..' 101655.150 11-1410 I ill"_'1.3i. 128 Product i I M.N. # � 1,1410 101) 5!5 � 151 U41fiR 10655.152 U414 VW1,129 V4 14 l0i�5,5.153 U44 - I(W�,154 I)44R _ 10655A55 U0 101655" 1 so U46IR 1065:5.157 U610 1053 l. 130 Mill iclf;55.158 011CA 101655- lsq ulks 106115.160 " U�t�,R - 1016- 1(ii 55 UFFIC.-sr:S3 10866.14 VCT 114701 N,")I*L 114M7 VGTR _ I IATi ).7 Vi'A2 10447�13 vl=1142c' M447.34 IfFIX3 10447.3,S VP_3F 10,14736 VPA4 IG447.37 VTO2 ION11.5 - Wit 10667.81 WII.-2 10W.til . . WI4 106137.81 Will, I"106.7.8 I 10112 1 C 10856.17 W'11.1�i) - 10 e7.82 - 'N212 108W.17 W214 1085c.11 W2 W, 11156.17 W26 1198;,6,17 11 W28 10856.17 w2q,5 10W.82 W31C. - 1 r'85, 6. 1 7 W'34 1 () 8 S 6'. 17 W'�5' lm I 0 ii f" 7 � V, W3514 I 0 64,17.83 W35113 1 01643-7,83 i"I'M 18 I 10667.83 "N"115,20 Il"'U17,83 W316 108515.17 11111138 101856, 17 'W4 I 0, - IOIM6.17 "N"I 4 1 (I 8 5 6.1 7 W146 101356,17 IW48 of, 513.17 ' " I it C-6-7 61 . 711112h i I 110�� ?L82. IH Ri 11147-9.2 1 [HE3.&Clrl l,25 1 Ii 166. 10 1 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 Products lislfed mAlpirabetical Orrie! r : Product : Florida 4 ITT49,25 1, WO 7 A 9 ITT49.37 i0'(167.4S9 ITT49,5 106137.6�1 ITTil.25 10637.70 _ ITTI) 5 I om 775 IUSI 56,19 ,I 1053 l.68 1:11S�Afllil'pl 10531 JMi lusl.�I.m - I 05.11 l.70 . , U 8 � � V5 �,' .1053 i.711. i.*.2'S1r'f'V! I '��-� - 110531.72 I ill S2. 0 S,' i � ­7 1101,117-3 W52 i�W:�', I 0 53 1 . 7 4 I'.1S"._1;1*.5 10531.75 1; �! S21 �S',,' 1 1 P � - 10531.71 . _ 1%�S2 3T�i4 10631.77 . - JUS2 37-116 10531.78 I____ - -_ --- I".z*S2.5E"�'11 $s - 10531.79 1 IUS2 56f':4 1051IM 1US22 5t;14 10531.81, t-'1:1S?.5�A.F 10531.3,12 IU33.661!1.8a 110W'1.8� r;',3'J C,�j`14 I . . 10311-6.1 FUS3 -1C:i6 - 105M.iIs W TIA�"'ll 105,11.8f, . 1: OIT I �,31' 14 61153 1W l;jTI.0,'9 losm.iIs , i-uT I 1 1 0 S'i 1 .l3 9 I IUT14 !0113 00 RM.'X.""�; 10531-91 t;.,, r2.0f.? 14 - 10531.92 IM Mi9 i0531.91 WT21 1 - !053I-94 I, '_'17214 10,531.95 WT29 10531.96 I U, T3 i ri ic'531W IuT',12 il)531.1911 I: .�'T'314 i 053 I 91 9 i �i T S.", I ��. 1 V�31.104�, IUT3f�l' --- 101,3 I. I 0 1 1--'JT7�- -14 i q531.1111.2 � . I U T4 1'.J - 101,31.103 ll;T4�2 1053 1. 104 i;;T414 - . 10,111.105 I U T *9 - I 10531.106 I J K 10 I 1-1 el 5 6' - 1 3 ,18212 1OP58,13 -7 ,16714 I 506 J62f, I 08561. I 3 ,028 1085R.13 ll-w, 1104413A i Product i Florid. 9 L�O 10446. 12 1.7u 10446.13 1-90 I 1044�5. 14 LB210 I i)$W.. 14 T.0.1i.? 1085b.114 LB214 I 03 Y,,. 14 L Et 2 1 6 - I 0-851_ 14 L 62f; 108%.14 L828 10.�W,14 1. EIV !.!X,',",'I 2t.- I I I fR.. 2 2 LSVI.S&I I.P,8 1 1 IW.22 - LB'111'561il 1.8&1.�' I i Vi6 22 I-BVI.56ill-88R4� I 111 W.22 1-15VI.56,14 11166.22 LBVI SWC. - I i 1 66.92 L8VL5&9,25 11'16�,.22 I-SVIL&O-6 11161..22 L6VI S&ID-51-45 . I 1 166.22 LBVI 56.ii?.5k45 1 i I 16,6 �22 L8',?1.8V!I,2'S I I W-23 1-15V1,8VII'llle I 1 1656,23 L6VI.A*VMli&0 1116G.23 LD.V'I.PVII,8AR45 11 105.23 I-BVI.8fill't Ili ,36.23 1.61VI.81,1161 I !I 613 2'� I-SVI.8V7.26 I I I' .23 LENIJ, U9.2.5 I I i6f,,_2 3 1-61.(1.81;9.5 - I 1 1662� .- L8VI.PI"9.5L45 I'IM.23 LBVI.81!�1.51R,15 I I I W, .. � 2 L LDV2,0e.,'IV I 1 1 6C.24 LBV2,06,14 1 1 If-6.24 - LITV2.06ii6 1'116-_24 I-SV2.06"4.5 1 1 1 V..24 _.... 1. BV2 ?; I I BS . .. ...... .. I i 1 66.24 - [.RV2.V14 1 i I$ki.2.4 � LBV2.11f- I i 1136.24 LSV2 IA5 I 1 1 ac.'24 Lc;',,'2 17`1 1._� I I! W,2� -,2.37,'i1.88 t_F"' . - 1 I W_-�25 . 1-5V237,"14 .... .. 11 166,2F, LBV2.3,7,; 1 f; . 1'16e,25 LBV2.37.,'i8 I 1 1 f'k- 25 � I-W,12.37i2l) 11 1,36.25. _ L6V'_,1.'q;9,5 I i I 616.2 5 _ LBV2.5l�,,'! 1,2C I! W.26 1. B0,12. � 5&'t I ,? 8 I I if,6.26 - LBV2.56M I 066 26 - Ll"', �'�'-'�"i� - ! It ,'iN"" I, .." 1'5�" I I ; -'-'�" Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 Products listed in Alpfiabeticai Order i ! Product Florida 9 IWO I 0 61 - IM64�vj WEI I 06C 10864A0 'W8126 1 Q&�41 0 WB12,,X,' `10814.1-0 - WEI 143C i0f,4. W - '0AI i 4 IGM7.84 - w;^116 10667.84 W: 'Is I 8 - IGMTU I M3,20 1._� CA3 7 .84 *v`V;:322 I QV37.84 ',NI-K4 10,667.85 . W126 I 066 7. 18 5 M328 - - - !0,667.85 ,M310 10667.35 - W39.5 I(I'M7.1115 .,1rI4SI.2F ioe-67.N W414 10667.13C. , W416 1 0&57,8f I WIA18 IN67.8.6 I Wi:420 IM87.88 I . - W;422 10i 7.8f. 1 'NI424 IGEi67.87 W1426 1 m,67.i,I7 IN428 � 56�' T.8 7 - W430 10667'�17 ',N'M)�5 106-37.87 VVNP2'6 IW',7.P - 104NP2W-2 10M6,I8 INNI'21 ' ­2 1 0R.561- I a WNP214-2 - 10856.18 I - - WNIP216-2 10856.18 WNF126-2 I G's5& 18 WNP28-2 I :01 8 5 b - I P WNP3.3 1 W_ 7 i,' e., VO4P312 I085& 14� WNP314 T T'_q 1085f" WNIP'316 i0656.1a WNP412 1 0856.18 WNP1414 - � 08 56 � 18 I IIIIINP416 10856.11.1 WNP610 ' 10656.16 - WNP66 I t 11 e, 13 a.. I 8 VVNR56 I, C, ii 5 f�. T8_ WNPU2.6 I 0 I/,', T. 8 a ,NNP'_12!(i-2 i r01% I 9 SAMP1,12:2-2 I 1-11 el 5 6. I 9 ............ ..... VVINPU214-2 - 111856.19 WNPILI-15 2 - 19 I '; ' !WNPU--, � H105" I 75, �'_ I I'MPU1.12 110PS16 I 1-1 I Product Florida 4 WNPU314 1085619 WNP1.1316 llm?85P�19 'e,,'NPU412 10850� 19 'WNPU414 1. - I ile.51t,. I 0 _ 'AMPtI4 I (3 . 10F50.19 'A'F1 I 8 1,7 2�, 10U,7�81� �'Xp 1 1 .' I 1W. 6 -1 . 1 9 " , - WP 14 - 10t-37 8q "'IP l" Iw'-;'?.-l) 1,1,'P2.7�,'l I.H, IIW67.90 - WP2.75' 14 IfV'67,�).' _ . WP2.. �11; I f" lorfI7.1)(i - 7.111152T5,'9.25 M67 @0 __ IKI`12�7&1).5 10667.�)10 104P2 f 1.2E 106.W.j 1 - %1*1211.25-2 - I W - WP? I 113e, IM67.91 . 'NP211.86-2 10�07,91 1011P;If��26 - IW-7.92 VVP21�25.2 wlf'6792 WF,29.5 10067.92 WP2o.5-2 I U16? ,92 WIP35 1 4 - '1101307�W 'WP,3�14-2 10667�143 VVP3516 I Wli3 7.9't - VVP3c5&2 I 0 C F, 7.9 3 "W3618 WIMT% WP.'k5I6­2 106,37,t)4 ',11PI-520 - 10667 N 'vNIP3520-2 - 101367�94 WP359.5-2 I,X-67�94 ��N'Fll &M I e�' IWU.95, WPEi.50;14 ­1 I -_ IWIfi?.95 VVP5 50,11 ill 10667��6 WP5.5018 10667-9F. "W115.5C11-20 I0067.9f - WPz,50J.25 I In, 6 i7. 9 e; wp'�'50"q._" Irif,'�7.96 . WP9 10667.97 'WPi3,25 1066-1 97 * I - INP:.."I If P8 I .111W 7.98 'AH-1 I3 I I 8f.i. 2 I1yH.7.JA VVP214 10C.67,9;5 'WPKA4-2 Kk6-7.�l9 Wr W e I '�W, 1.7', 19 c � VVY' r3 1 (3-:1 - 1 066 7 �'J 9 le"'PI1318 10�.-67 q9 � 16-2 IWP'3 "'I" " 111j;&22. 7,7 , '; _ '� N-11i'L111-1-3. I I 1-1 Simpson Strong -Tie Florida Statewide Product) Pro&ets !:Aedar, Aipi abeficql Order i� Product 1,,,4��18 El-ld.4 , HG07-00 , HGU725 i HGU9.00 HQ�UW.2� Fl.,Id..V 11418 1 11468 1 1 14M. 1 1 4 1G, T 1. I lf)8f��"' Ili I H,3T�4 - - - _Li')4')i3 2'i) ] - HG T-A "I"e ,I �_ i H(M.2� - N k I 1.1 I :� Hl':;V5.50 if-"40fl I � I Simpson Strong -Tie Florida Statewide Product i Produets, l:sI!Yf irl Alpliabc.lical Order Product Fi.eld. # 1_BV2,16."' 13 11 IGC 26 I.BV2.5&2.() I I if>6�2F - LDV2.56,'22 H 1 456 21��' __ LBV2,56,"24 . . 11 166 26 L610.15W2.6 I I W&M LSV2,U',f'2� 1 1166.21�, LBV2 56,'3,1� I ,I I f1p, 216 I.BV2.5kI!'1).2P- - " I i rcc�2{-' , I-SV15e.,'9.37 I I 11,16.2v L6V2 56,'9.5 1 ,'Ieti 2e ; E -F"W. ­' 1 I � � '� _" - --- 11, 166.27 - WV3.12!'11.88 I i I66.27 L.BV3. I 2,'! .1 I I let-, 27 ... LBV3. i �! 5 11 IN 27 - I.SV3.12!").25 111M.27 - LSV3.12!*.5 IIIR6.27 - L-SV3.16i i 1.25 1 i I&I 28 , LBV3.116ii 11,68 11 166-28 I LBV3.56,'12 I I lfif�.28 LDV3 56,'! 3 - - - ___ - I I I 6 P, 2 S LBV3.56,14 11 10C.28 - I-BV3.50fi(i 11106.28 LBV15f,'!8 11166 26 LBV3.5&20 l! 166.28 - LBV3.56,22 11166.28 LEIV3.56,Q-I I! 166 28 J..bV3'6&A' I', 16d 26 1 I-BV3.S6128 I i 166.28 LBV3�5a"30 I i I A6. 2 8 I-BV3 ,5f.1,8.2�;. I I 1W 2P - LBV3.56.,�1_215 11 16S�28 L B10. 5&110. a'? I I 166.28 f_6V3'56'*'5 1-1 I � I eri. X" L5*1,'4 � 1 2; l 1.8e - I I I f, 6'. 2 9 I.PV4A2,'i4 I I'161x2II 1.13,V4 12,16 i 116e �'�i . LBV4 12�9.5 I 11(il, 2�) ; LSV42311 211" Ill I (116. M 1_6\14.22,'I I.Iiii I � I f.�.0' 311) 1_8V4 26',114 11 196 30 ..................... I-SV4.26,",15 I I I 66. "10 L.BV1 28!'�i.25 I i lef".31 - LBV4 2t1­'9,5 1 11 16`5 30 . - L6V47E,'l 1.25 - Hl 16ii 31 {_6V4.7_',,": I 1.88 -1 1; IIM.3i F6-";4"7s"' 4 1 11%, 31 . .. . ....... . . .- L.BV4 75,16 .. 1 ,I 16C 31 01114.75;!6 I � Ii"A.3 I l_B',f,i.75!20 I i lrif"�3 i ILBV4 75,'9 -If, ___ _ _ I l4fi..6 11468.6 114t�R.F 1 W,W.6 11468.? 114687 114e,R.7 114W? I146&8 � Product : Florid. it L.61,'4.75,'9.5 - I 1 ;I M.3: I.S.vt', 121i 2f� - Ill I 66 32 LSVS�121 1.88 1 1 1 06.32 L.6V3. I 21 2 I I I CO 32 _ I.BV5. I211M 1 1 W.'_'i. 2 LEIV5.12,'Ik� I I IW.32 - LBV5. l2fle,_ 1116632 I. B111". 12;20 11 M-32 I-BV5.1z"22 I 1 1 C4,.'U L13V55,12,'24 I 11166.�� 19 LBV& I2; .25 - 111N,32 LBV512119.5 I 1 M_'U LCE4 Z:.� 11478.4 LEG3 I -X67 �71 1 - LEG5 lop-67-71 LEG7 101367.71 LFTA. I W6 2 E. .... LGT2 - 11470-6 __ LGT?,--8DS2.5 114,10 43 LGT4-SDSa I i470.6 LOU3.25 1 r4FIS.19 - LGV3.62 11468.19 LGUS.25 I 146f3.1-�'. I-GUM211,"-2 I M3,12 I UM112io-3 11 4 13- I 3 LGUM2110-4 11473,14 1_1101MM312 1 14? 3.12 LGUM,2�-3 I 1473-13 I.&J.'e,26-4 11473. 14 LGMK!��-2. I I 4 7'3. 1 I, _ LGIJI,M-3 I'l 4 73. 13 I-GUN12,84 114,'3- �4 LGUM4 10 11473.15 . Lo-'AI<'� 1-1473.15 I-GUN443 .['I 473.15 - LP ', 4 Z I Ili P FA). I 5 1_P?_6z IC1860A5 03aG 10446 11 I.$So - 1044S.16 LS?O I044J7 LS90 10446.1�. I.S5t)2101 ID447.8 L!:,$1J'_, 10 '2 11,447.9 _ Ls"'Lu" 1 �14147.11 0 - LS�',V4 ID 10447- II LSSUL6 10447,12 LSSf.0b 10447.13 � LSTA.121 108,12.4 L.STA 15 1 OF152-4 .1-STA18 , 10832.4 I Simpson Strong -Tie Florida Statewide Product i Prod,jcts; 5.sled;,'� Alphimlical Order '; I Product i Plo,ew. # WIP1322 =679 100 _ VIPI,322-2 10667 100 . W: .'02.4 10fle7 101 WPI324..2 1066? 101 VVPJ326 - I 06`�17.1 ,it VVM26-2 1013R7.1111 WPK.12�,r IOWAXII WPI330 W1667.102 1P.&M 5-2 1 illtiMl. 1 112 ,�,'PI411,2,", I 06-8.7. ", 3 VVP1411.25-2 __If;667.;03 WPI41111.88 I 01651. I "Ili 'WPI411.88-2 I 0107. I'M 'Wc.1,114 I0667.10,1 WPI414 2 i G667. I G4 WV'1416 106M', 194 I INPI 4 1 6-2 ll.NiU 104 '01."14 I �' I 06167. 105 WPI418-2 I (I6637. 1 q15 WPI120 ID667 105 wl"1420-2 iG'66? 10.5 'ATI422 I "It'67.1 06 WR422-2 106C,7,11 IN, WN42.4 1OF67 roe 'A'1`1424�2 I G667.1116 WPI426 106II7 107 VVPI42.6'�2 06 r, ? I 0 7 WPJ42� - IOWAN - VVI`1430, I 06U. I 97 INP1432 106167.107 - NPNP.25 M167 I08 WPJ4�,QIS 2 IWC7.10P VVP10 5 10S67 VI8 , WPI�9.5�2 iaf3v loa ........... iAlp�; 1.6 ill i 1 1� IN567. 10q Ilk"Pt," 6 Ull.28 10667, ll@!) ............ .. . .............. _ VVIPU 1, 8 1"14, --- -_ IM67 1101't wpul.S'11? 25 foclf"7 I 10 Wpl) I.6 U9.25 106CIA to WPU 1 8 1 119.5 _­ 106671 to NPUll 5e"I lz.�'l 10667 ['I I WPU2,56e'�4 'KIM 7.1 I I 0,'PU2.613,16 Ifili�67.1 11 WRU) 56,1118 IN' ,67 1 I I 11111F'1,12.'R'112co I 0667.1 i2 INP1.12.58i'22 100�7.1 I2 WPU2 56,12 10667,112 4 Kif,67.112 - 11'�"G'i�'12�'fl(' , , , I 0667.1 1 � J'Wi`1_112.��,�! 1.6-6 I'Difil? 114 I Product : Florida N I - W1.11-12 ?514 l' 1 :7 � _'Illf"C7.1 IINPIJ2.7516 IX67 114 WPl,l2.75,',9.,'5 . I 01!567, 1 14 W7021i,a'2 1 0,667.1 11 5 WPU29 11,11-2 10667 115 AIPUM6,", L26 40667- i 16 WPU3.5611.�.f, 10661A 'if, WPIJ3�56A,i 10667-111P - WPW.511II6 I 0667. [I C, WP'03�5fliF�� - 1 0667, i I 7 v'YPIJ3�5(3"20 1 f"37 11, 17 � WPI.Q.56,,'22 W(I67 117 V"'PI-33.56.124 10667- i I 7 - INN-13.56,128 106C7-1 l7 VVPUMIF'1112�1 - 10667.1118 VVPW.�;iin_26 10667. 118 WPU3.56,'9.2�! 0(uTTA 16 I- WPfJ3.56,'9,5 - I(X'67.1, 18 't"PU31--l! 1.111S�2 10F67 119 WPIJ351 1.�',8-2 I W7.11 '�) WF103512-2 � I"I'le'137A, :9 1NPk)3S!4 1066? i20 IAIPU3514-2 10667.120 WP031;1�� I'l)(567120 WPIJ35i6_2 IM57.12"? 'Alpi-13SIq 10667 I ... 12i - W P I J 3 5 I 11 - -1.1 10687.121 WPIJ3520 IM7.121 WPI-131120-2 10667 121 VVPIJ'111� - -.2 1013267.122 WPU3522-2 I-N317I7.122 WPIJ3524 10667 122 ,NPLIM24-2 106(57.:22 WPLJS�1�6 - ID667.12a WPV352,*-2 I XP7.1,23 V1,TW528 Iv '667,122, WPU3528-2 I �? 6 6;11. 1 .1 3 1NPI)?59.2$ 21 I01,R7.124 WPU�1,59.5-2 I 066?� !24 �_' - ',W1U5.f.0,,7.25 _w.' 10607.12.5 wi-11-15.02;7.2�; 11WWA25 IZ4 ID44ii2lj '* �e�`-'?. 157744 '. - 1IMN " I a Florida Statewide Product � Products listed in. Alprlabetiml Order IFIGUSI­eP�12 1114653.12 I I Product __ I _ _ _ Florid. 9 HHUS7.25;10 11468.15 HMIS81 11066�r.31 HT320 110{,87-31 HIIT322 I I of,f,7.31 - r1s;2 ' 108521", H..STI 10652.3 HIST5 10852,3 HS 1­6 1081,23 H$lJ;111Il)-2 1 0655.7 H'i-IL211 2 1 Q 6 5 15. 8 H.SU1,2,3-2 I 06.115 ��' ItSu"I'l 40 10531.4 H S' �1_4 1 ' , 10655.10 . HSIA414 . 105al 5 HSU, 414 10655 11 HSIU�AS 10531.6 HS', �1_46 10M 12 H S l �� R _­,� F, - 2 lof"55 13 HSUR.214_2 M55� 14 HSUR2,1-2 10655 15 HSVIR4 sc� 11051 I 7 HSUP'4111� I - HS; ls.' 4 � - 10631,$ H$��P�1. �4 106115�1. 11 HSUR,4e 10531 if HSUR41� - 106-551 8 HTLT4 10,367 I S ----------- ___ - Strong -Tie Florida Statewide Product Approval Index 03-27-2009 Products listed;r Alptrab4tival Order : : Product- Florid. # : LSTA21 ln852.4 USTA24 10852.4 I-STA30 108.52.4 I-STma 10852.4 LS-AS, - I 0852.5 UST149 - - --- - - - - li.iM.6 LS7F.3 =52.6 LSU,26 10447,14 , LrAl 11411.16 I,TP' ". .... I08.64.1 LT641 I 518114.3 I-THA2, LT H,ll. 10441.2 LTHJR - 10444.3 I.TP4 - 10446.1�3 LTP' 11478�5 LT8,12 --- 10456.20 I . . Ufs:�' 10456 ;.30 1 LTSIS 104$6.31 - LT'20 10456.32 L rTI tLi - I I 4W.3 LT TOUB 114WI-3 LT7111 . 1149(11.13 L-'J2i& 10655.102 L: l24 ' 1065DA0111 Lvl� I 065&. I Cie, L,12l) "I-.,-.,.,- LUC210Z I *1 169.31 - I.� IC26'z I 1 1 169.3 LUS210 10655.106 Lus'210�2 10655.107 UJS214-2 10655.108 LU-S24 10655� 109 LUS24-2 10055110 t-0s2e; I Qe5t�.I I I LUSH, 2 1016.55.112. U:i.S2,'� I G655. I 13 WS26-2 10654.1 14 " 1. -1 S 3 1 111 - 11417.20 LU-5116 11413et.20 L! ��S410 I 06511. 1 15 .. .. .; I.,'S414 1 06515, 1 1 C, LOS44 lori-�5.117 , Lu��';�' IG655.118 L; US46 10055A N MSHA2� 12111 1'12� I il'Rfir"' � I I IIABHA3A2.1*�25 I i"A66. I I MiAl-'S�"'l I 2, 108665.12 M5HAj.56,'I I .1-8 1 0.966,12 ,108HA3L614 19813612 Product i Florida # I08HA3_5C,,I6 1080" 12 M8HA,1. 5e.?18 10NI6.12 NISIIAS.W�?�,.25 10666.12 1111 I, � ­1 A �� � S 1� 11 I i . 11 5 108661 13 - KIBHAE,. �A';A 1. 88 108fI613 f,,I6HA5. 50; I 4 � 10866, I "�l M6fiAS.,',0!I6 10866 13 M8HAS.M; 18 10866.13 MBHA5�50;9 2S 108C16,13 ill FG, 1-1 I(AI67 72. - fkAEG7 106,37.72 . . META14 1147�1.17 METAIG 11473 17 _ META18 ' 111473.17 V.ETA20 1 I473.18 META22 11473 18 META24 I1473.18 ME rA40 I Wi I I P, mc� I 1470 7 MGIJ3.62 1146821 MU5.25 1 14C,8.21 MG1.55.513 - __ - - - I i4r,8.21 mfjlu�'(M 1 1468.21 IAITI.�114 10667.73 MITI�81,'Ii3 10667713 MIT111.88 I0667 73 . � - I,',.JT� I �.P 10667,74 MIT211 88-2 10667.74 MIT2135 _ "j67 74 INAIT29�r-2 1066774 hl.-IT'3.�' 1,11 '.i�k 10607.75 MiT3.3 ff'9�5 . 10667,75 MIT31 1.M 10607.75 f-AIT31 ;.Pf,'.Q 196617.75 MIT3 14 I 0667 75 MIT314�2 10667 75 MIT31C 10607.75 MIT318 1 06'67.75 I A I ,-I 71 1 C, 1066?,76 I'MT322 1 06,67.77 r"IIT321 10667.77 ... ....... . MIT351 I.M 10667 78 M I T35 I 1. b8_2 10615? ?6 MIT3514 I 066 r. T16 NJIT3514-2 I DN7.76 _ M I T 3 51 6 - 10667 76 KlIT3, i8 'I 11 67.76 1 0(567,76 �] "N"'N"'2E, I 'L' 1 10667 76 Simpson Strong -Tie Florida Statewide Product Approval Index 03-27-2009 ANCHOR SYSTEMS PRODUCTS Products listed in AJphabefica; Order SIMPSON STRONG -TIE REC411MENDATIONS WITI4 SSURE TREAT. ED WOOD SIMPSON CHROMATED DOT SODIUM ALKALINE COPPER AMMONIACAL STRONG -TIE UNTREATED COPPER AR,SENATE 50RATE QUAT ACQ-C AND COPPER AZOLE S5X (00T) WITH COPPER ZINC OTHER PREASURE PRODUCT FINISHES WOOD (CCA-C) (55X) ACQ_D (C5A-A AND CA-15) NaSIO2 ARSENATE TREATED WOOD (CARBONATE) (ACZA) STANDARDs (C-81210) 4/ 4/ 4%/ � No, "�'+%;mmg s THE SIMPSON STRZNG-TIE STANDARD C-ao GALVANIZED CONNECTORS AS WELL AS _''��_ IN. ', i, i� � :. .. .... I.- ., , � 1' f'.MM 1'n. THESE COATINGS OR METALS PROVIDE OTHER U.S. STANDARD G&O GALVANIZED CONNECTORS USED WITH UNTREATED WOOD , '�i�i' . .......... .. . i' 1111111.1� I ADDITIONAL CORROSION PROTECTION. AND CCA-C TREATED WOOD AIRE STILL CONSIDERED APPROPIATE. RECOMMENDATIONS SHOWN ARE BASED ON ACCELERATED TESTING PER AWPA ** SIMPSON POST HOT -DIP GALVANIZED C42-NECTORS MEET ASTM A123 STANDARDS. STANDARD E12-134, AND MAY NOT HAVE A RELATION TO ACTUAL SERVICE LIFE. SIMPSON HE:* FASTENERS MEETASTM A153 STANDARDS. ACRITICAL NOTE A50UT FASTNERS AND CONNECTORS SOME PRESERVATIVE PREASURE TRJ=-ATEr.> WOODS REQUIRE THE USE OF zriA>Jm, POST HoT-DIP GALVANIZEr.>, OR STAINLESS STEEL CONNECTORS AND FASTENERS. USE STAINLESS STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS. USE HOT -DIP GALVANIZED FASTENERS WITH ZMAXTM AND POST HOT -DIP GALVANIZED CONNECTORS. I "I -i ��. 111i, A L. i It i Ii, Jl&0:' - v-411,11i 11ild '1P I --I I __F__T_1 I I -I _F_ I-- REMSIONS ffy 1 1 I 1q" 4 00 U 1.0 Cn (D V, C\J �0 .= -1 1�0 2 L' , - �< '7 00 - 4- 0 I— E 0 .0 . � 0 V W [-- U ::) .� I-- Z�*- U) -'� oti W - - 6j 0. .= . U C) r- " (= C'J U-) C) U . 5 . C'4 " .�, Z: if) 'U ' W [--.i� < E - - 'd� M_ q - 00 �: (30 tl- = >:1 . �: �. I- �: L- = Cq . 0 I— 6. Cf) W " �::) � t_ 0 E ,=> A (D a. t- :;F C\I Cl) I I 1 1 . . - N, ':�, � . . . . . . . . . . 1� . I &', ... 1 1 W: - " 111��'� !!�: .. i ­ 11 _11111� - .", .. 1 0 - , , .1 a -t � .. .. I . I>- - ... I - . le " '), .. / �' - 'I, . . I �D' - , \' . 1. 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L------------� li I I I I I IIIII I I,/ l uq rr IIIII III I III- i--------- 1 lull LI I J LI IJ LI IJ Ll IJ LI IJ iii I I IIIII -I F -1 I- -� F- -i I- -I I- I -4 I- --I I- -4 I I L-L--J- L-- -J-J Lam---J--J L-- J-J L-4- -J--i III I 1 F--------------- ----------- J IL---------------------------------------------------- / I I I I � I ...I I I I I I I �.................................................................._........................................................_ 101 FLUMSINCH DEMOLITION FLAN IT ®THE PLUMBING CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING GREASE WASTE PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING PRIOR TO TRENCHING OF FLOOR ALSO, VERIFY LOCATION AND CONNECTION POINT TO THE EXISTING DOMESTIC WATER LINE AND EXISTING GAS PIPING. ® CAP AND SEAL EXISTING SODA FOUNTAIN CHASE(S) BELOW SLAB. REMOVE EXISTING PLUMBING FIXTURE. CAP AND SEAL IN WALL OR SLAB PER DETAIL, ON SHEET P4. REMOVE WATER PIPING BACK TO MAIN CW AND/OR HW LINES SERVING THIS FIXTURE. VERIFY ALL LOCATIONS PRIOR TO BID. COORDINATE WALL AND/OR FLOOR FINISH WITH GC. ®CAP 4 SEAL ALL EXISTING DRAINS IN THIS AREA FLUSH WITH FLOOR PER DETAIL ON SHEET P4. FIELD VERIFY EXACT LOCATIONS 4 QUANTITIES PRIOR TO BID. ® EXISTING TO REMAIN. ©REMOVE EXISTING WATER CONNECTIONS BACK TO MAIN WATER LINE($). ® REMOVE EXISTING GAS PIPING BACK TO MAIN GAS PIPE. KEYED NOTES: 0 IOLUM5ING LEGEND EXISTING GAS—•—•—•—•—•—•—•—•—•— REVISIONS BY �'IT � CO C\1 o E ti u ro C111 a. o � O U • N .ro ¢ELO 0 ; 0 t` c o ti a 1 y a °pOp000oo000000 ° , ' u°o° °°°°�►�GE ° ° ° STATE F o u R 4OR►O o °O00000°° ° s`s�OIVALENd o°° o�����aoaoo00000p GARLAND PATTERSON, P.E. FL Lic. No.: 14175 MAY 25, 2021 0 Um��NO1 Z a��N�Z Q,0 CqU A� tozr- O p to o p a` (onU 0 u- . O LO �a0N J �� rnA N LL cn = L m _ L U N Q�NWn 0'C � U G a0 L CY Q c m �'* -2_ I oM� c v Q c j 'o m m U w w dl Q L 0 C to O Z (0 m c 0 N Ix m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: BMD Job: 18-083 Sheet p 1 KEYED NOTES: O ®EXTEND NEW GREASE WASTE TO EXISTING. VERIFY EXISTING PIPING SIZE AND INVERT DURING DEMOLITION PROCESS. ® RELOCATE SODA LINE(S) AS REQUIRED. ® HUB DRAIN FOR SMOKER CONDENSATE DRAIN DISPENSE. _ _ f f ti f .T . ' '• �' ;F\ f f , \ 77. / �.: \. i`• <I \ � < ( TCH 1_i� ' i io -r` ".. ie" E,TIRI`- 101 ----------------------- j _ I ..mow ...� If i3 #i 3 i j 3 i 1 1 7 i F # � ........................................................... ' 3 ' _._....,,,,.v,......, .....3 .,.w __., ....... _.,, 3 ................. ..... DINNC- FLUM51NG GENERAL NOTES: I. THE PLUMBING CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATION AND CONNECTION POINT TO THE EXISTING DOMESTIC WATER LINE. 2. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC WITH DRAINAGE PATTERN FITTINGS OR CAST IRON. 3. DOMESTIC WATER PIPING SHALL BE TYPE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH CODE. CPVC WATER PIPING MAY BE USED IIF ACCEPTED BY LOCAL AUTHORITY. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 2" WALL ARMAFLEX OR EQUIVALENT INSULATION. (o. PROVIDE ISOLATION VALVES AT ALL FIXTURES. FIXTURES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. i. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. ALL SLAB CUTTING AND CONCRETE FILL SHALL BE BY THE GENERAL CONTRACTOR UNLESS CLARIFIED OTHERWISE PRIOR TO BID. S. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. f 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL t0 GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - _ I PLUMBING TABLE 308B. III. INSULATE TRAY, CRAP AND APPLICABLE WATER PIPING BELOW ALL HANDICAPPED LAVATORIES WITH TRUEBRO "LAVGUARD" OR OTHER APPROVED SYSTEM. f. ( 12. PROVIDE WALL CARRIERS AT ALL WALL -HUNG FIXTURES. i •s CARRIERS SHALL BY FIXTURE MANUFACTURER OR EQUAL TO ZURN. � I METHODS 13. DEVIATION FROM MATERIALS, , OR PROCEDURES SET FORTH _....._..... HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. I 14. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAIMS 1; OR ADDITIONAL COMPENSATION. __. _..__( 15. CAP AND SEAL ALL EXISTING HOT WATER PIPING CONNECTIONS FROM BELOW SLAB FLUSH WITH FLOOR AND ABANDON IN ( i PLACE. Et 3 .,,,.,.. E� E� I i 3 iFg i i i E< E .............. ......................... ..... ....... :.............= ,.......................... i E _..... . ". i j Im 1 _. __ry_.,. ..."_.".. FLUM5ING LEGEND 0 ISANITARY 4 GREASE WASTE FLAN ISCALE: 3/Vo" . P-0" GREASE WASTE GW REVISIONS BY �00 00 CO y CO �_� u� 4- U a �- N C ro ¢ E 00 3 Y 3 ti. 3 N o r- 0 ti o KiN I 1 p�p0000o00000 P i VICE R O o PE 1 1 ° ° ° �° STATE RIOP 0 co 000°nno° S/OfVALE``1 00 o�����p00000000p0 GARLAND PATTERSON, P.E. FL Lic. No.: 14175 MAY 25, 2021 i° o N .- U m oNo Z g,N�Z NM n Q 0 Z r L p p Gl 0 d r0 0 d � U) -J� m M N LL (n o p O _ 0 r C14 N U �=ter a0U,W�o C U G a O L cy O N c m oMjt- c c Q c _j m m LL. V c 0 0 = av 0 Z to 0 `° 0 N Cr Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: BMD Job: 18-083 Sheet P2 7 r: _ FF_F__ ! 11 1 1 1 -T__1_ 1__F_i - - - ®EXTEND NEW 1"CW FROM EXISTING BUILDING MAIN COLD WATER LINE. ® EXTEND NEW 3i4"140°HW FROM EXISTING BUILDING MAIN 140' HOT WATER LINE. ® EXISTING 2" GAS MAIN. ®CONNECT NEW 2" GAS LINE TO EXISTING AT PREVIOUS LOCATION. PROVIDE GAS COCK AND QUICK DISCONNECT FOR EACH EQUIPMENT CONNECTION. EXTEND PIPING AT WALL TO 24" A.FF. ®ROUTE GAS DOWN, EXPOSED ON WALL WITH SHUT-OFF VALVE MOUNTED ON WALL. EXTEND PIPING AT WALL TO 24" A.FF. PROVIDE PLUG VALVE, REDUCER, AND AGA RATED FLEX SUPPLY AT CONNECTIONS. © CONNECT TO EXISTING FILTERED WATER LINE ABOVE CEILING AND PROVIDE 1/4"FW DROP TO EACH ITEM %2. ® CONNECT TO EXISTING FILTERED WATER LINE ABOVE CEILING AND PROVIDE 11/2"FW DROP TO ITEM 059. ® CONNECT NEW 1i2"H4CW TO NEW PLUMBING FIXTURE FROM EXISTING HOT AND COLD WATER MAINS. OPROVIDE HW HOSE BIBS MOUNTED ABOVE PASS THRU OPENING. KEYED NOTES: Q a FIXTURES CAPACITY MBH EACH ANTI EACH TOTAL CAP MBH ALL FRYER 034 380 1 360 GRIDDLE 035 54 1 54 GHARBROILER 037 87 1 &1 SMOKER "66 150 1 150 TOTAL NATURAL GAS MBH REQUIRED: roil REQUIRED GAS LINE SIZE: 2" NOTES: 1. INTERIOR GAS PIPING IS SIZED BASED ON A 100 FOOT DEVELOPED LENGTH OF PIPE. 2. EXTERIOR GAS PIPING UP TO AND INCLUDING THE GAS METER IS TO BE PROVIDED AND SIZED BY THE GAS COMPANY. 3. GAS PIPING IS SIZED BASED ON 2018 FLORIDA FUEL GAS CODE TABLE 402A(2). 4. MBH RATINGS ARE AS CALCULATED BY THE MANUFACTURER 5. GAS PIPING IS SIZED FOR A DELIVERY OF OB PSI WITH A 14" WC. 6. ALL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, WELDED AND SEAMLESS. 'I. ALL BRANCH TAPS FROM GAS PIPING MAINS MUST BE MADE OFF OF THE TOP OF THE PIPE. S. GAS PIPING AND INSTALLATION WILL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE - FUEL GAS AND ALL APPLICABLE CODES AND REGULATIONS. S. PROVIDE PRESSURE REGULATING VALVE TO ADJUST GAS LINE PRESSURE IN ORDER TO ACCOMMODATE TOTAL MBH DEMAND. 10. IF PRESSURE REGULATING VALVES ARE REQUIRED AT FIXTURES, THEY SHALL BE VENTLESS TYPE WHEN INSTALLED ON INTERIOR OF BUILDING. III. PROVIDE THERMOSTATIC MIXING VALVES AT ALL LAVATORIES AND HAND SINKS, SET AT NO MORE THAN IIOIF. GAS DEMAND SCHEDULE ;1 WATER 4 GAS PLAN --11 SCALE: 3/16" ■ I'-011 I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES AND AUTHORITIES HALING JURISDICTION. 2. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 3. ALL CONTRACTORS SHALL EXAMINE THE SITE AND REVIEW THE DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTING A PROPOSAL, 4. CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK 5. PLUMBING CONTRACTOR SHALL COORDINATE HIS / HER WORK WITH OTHER CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS. 6. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED SPACES OR BELOW COUNTERS. 7. THE DRAWINGS AS PREPARED ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. S. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. 9. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 P.V.C. WITH DRAINAGE PATTERN FITTINGS. 10. ALL WATER PIPING SHALL BE TYPE "L" COPPER WITH SOLDERED JOINTS. CPVC PIPING MAY BE USED IF ACCEPTED BY JURISDICTION AND IF NO PLENUMS EXIST. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP. 11. SLOPE WASTE LINES 3" AND OVER, 1/8" PER FOOT. LINES SMALLER THAN 3" SHALL SLOPED AT 1/4" PER FOOT. 12. INSULATE ALL DOMESTIC HOT WATER PIPING WITH P WALL "ARMAFLEX", OR EQUAL. 13. PROVIDE ISOLATION VALVES AT ALL FIXTURES. VALVES SHALL BE CHROME FINISH. 14. ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH -IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE EQUIPMENT SCHEDULE). 15. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS PIPING AND MAKE ALL FINAL CONNECTIONS. 16. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. I-1. PLUMBING CONTRACTOR TO PROVIDE BACKFLOW PREVENTERS AT ALL COFFEE MAKERS, BAGEL OVEN, ICE MAKER AND ALL OTHER EQUIPMENT AS REQUIRED BY CODE. 18, PLUMBING CONTRACTOR TO PROVIDE TRAP PRIMERS OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE IS. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO AS NOT TO VOID ALL EXISTING ROOF WARRANTIES. 20. ANY CUTTING OR PATCHING NECESSARY TO PERMIT THE INSTALLATION OF ANY WORK UNDER THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR 21. ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ENGINEER 22. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT / OWNER 23. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAIMS OR ADDITIONAL COMPENSATION. 24. PROVIDE THERMOSTATIC MIXING VALVES AT ALL LAVATORIES AND HAND SINKS, SET AT NO MORE THAN 110"F. 25. ADDITIONAL FIRE SPRINKLERS REQUIRED IN DINING 112. FLUM8ING GENERAL NOTES COLD WATER -- - - - - -- HOT WATER ---------------- GAS.......................... EXISTING GAS ...... ...... ...... ...... - - FILTERED WATER ...... FLUM51NG LEGEND REVISIONS BY 00 �00 CO a� ro ti S ti N in E u cxd / ro• U � C � CO CuJ NC\1 ro O 3 o N ti ti o ti a N M �1 1 i ppOppO000000 QO000O G°°°o°e00o ° O NO ° o PE 1 ° o STATE OF ° °�R11- 0`� 4Oti00000 o °°°°°°. moos'/OyAL(�� pono GARLAND PATTERSON, P.E. FL Lic. No.: 14175 MAY 25, 2021 mo 0 U m °' Z c((ONz° :11 a U Q r O z r- O_ 'ovNiv od ❑ 0SOON J mrno LL No CON _ L 0 L N V C,Lo�Q . o C U G � O L cy O N C m I _° oM � � C c Q ono m m w0 o o � c � C osa to 0 Z to 0 c O N m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: BMD Job: 18-083 Sheet P3 14, . 111 DOMESTIC WATER LINE IN PLUMBING CHASE , TRAP PRIMER: PRECISION PLUMBING PRODUCTS "OREGON" MODEL NO. 1 OR ACCEPTABLE EQUIVALENT. PROVIDE DISTRIBUTION UNITS WHERE MORE THAN ONE FLOOR DRAIN IS SERVED BY ONE PRIMER 1/2" "K" SOFT COPPER TUBE BELOW FLOOR WITH NO JOINTS. OR HARD COPPER TUBE AND SILVER SOLDER JOINTS. SLOPE TO FLOOR DRAIN. IARA 8"X 8" ACCESS DOOR: J.R. SMITH NO. 4160 OR ACCEPTABLE EQUIVALENT LOCKABLE. HINGED AND PRIME COATED. LOCATE IN ACCESSIBLE BUT INCONSPICOUS PLACE. FLOOR DRAIN WITH TRAP PRIMER CONNECTION PER SCHEDULE. SEE PLANS FOR LOCATION(S). FLOOR SANITARY PIPING. CUT AND CAP SO TOP IS FLUSH WITH FINISHED SLAB. SEAL AIR -TIGHT. 1/2" 0 ALL THREADED HANGER Rr^ INSULATED WITH SUPP( STANDARC PIPE STRA RUBBER ISOLATION LOCKING N UNISTR1T C 1-1/2" X 1-1/2 SUPPORT r W/WASHER ALL THREADED HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER INSULATION WITH VAPOR BARRIER (HW PIPING ONLY) PIPING 18 GA. GALV'D STEEL SADDLE MIN. 3 TIMES PIPE DIAMETER WATER HAMMER ARRESTOR EQUAL TO PRECISION PLUMBING PRODUCTS MODEL WITH (SWEA' BRAN( MAIN PPP SIZING CHART FIXTURE UNITS SIZE (SWEAT) PART NUMBER 1-11 11211 SWA-500 12-32 3Q" SWA-150 33-60 1" SWA-1000 61-113 11/411 SWA-1250 114-154 111211 SWA-1500 155-330 2" SWA-2000 DROP TO PLUMBING FIXTURES NOTES: 1. PROVIDE A WATER HAMMER ARRESTOR ON EACH HOT WATER AND COLD WATER DROP. 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO THAT THERE IS AN UNOBSTRUCTED SHOCK PATH TO THE ARRESTOR 3. ARRESTORS SHOULD ALWAYS BE PLACED AS NEAR TO THE SOURCE OF SHOCK AS POSSIBLE. OTRAP PRIMER DETAIL 101 SANITARY PIPE CAP DETAIL 101 PIPE HANGER DETAIL WATER HAMMER ARRESTOR SCALE: NONE SCALE: NONE SCALE: NONE 101SCALE: NONE LABEL FIXTURE W V CW HW DESCRIPTIONS P-1 HAND I CAPPED 1112 " 2" 112 " 11/2 " AMERICAN STANDARD 00355.012 WALL HUNG LAVATORY LAV, ZURN Z-831A4-GH FAUCET, 20 GAUGE CP P-TRAP LESS CLEANOUT, CR1912-A CP STOPS AND SUPPLIES. FT FLOOR TROUGH 4" - - - PROVIDED BY EQUIPMENT SUPPLIER %5 HS HANDSINK 111/2 2" 11/2 11/211 S.S. HANDSINK 4 FAUCET SUPPLIED BY EQUIPMENT "26 SUPPLIER INSTALL SINK AND PLUMB SANITARY WASTE, %13 VENT, HOT AND COLD WATER AS INDICATED ON RENOVATION PLAN. PROVIDE BRASSCRAFT STOPS AND SUPPLIES. BT BEVERAGE TABLE 11/2" - 1/2" 11/2" BEVERAGE TABLE 4 FAUCET(S) SUPPLIED BY EQUIPMENT %0 WITH SINK SUPPLIER INSTALL SINK AND PLUMB SANITARY WASTE, HOT AND COLD WATER AS INDICATED ON RENOVATION PLAN. PROVIDE BRASSCRAFT STOPS AND SUPPLIES. BS BLENDER STATION 11i2" - 11/211 11/211 BLENDER STATION 4 FAUCET SUPPLIED BY EQUIPMENT "81 SUPPLIER INSTALL SINK AND PLUMB SANITARY WASTE, HOT AND COLD WATER AS INDICATED ON RENOVATION PLAN. PROVIDE BRASSCRAFT STOPS AND SUPPLIES, US UNDERBAR SINK 111/2" - 11/2" 11/2 UNDERBAR SINK 4 FAUCET SUPPLIED BY EQUIPMENT 090 SUPPLIER INSTALL SINK AND PLUMB SANITARY WASTE, HOT AND COLD WATER AS INDICATED ON RENOVATION PLAN. PROVIDE BRASSCRAFT STOPS AND SUPPLIES. UHS UNDERBAR V,2" - ',2" '/2" UNDERBAR HANDSINK 4 FAUCET SUPPLIED BY EQUIFMENT 094 HANDSINK SUPPLIER INSTALL SINK AND PLUMB SANITARY WASTE, HOT AND COLD WATER AS INDICATED ON RENOVATION PLAN. PROVIDE BRASSCRAFT STOPS AND SUPPLIES. F5 FLOOR SINK 3" 2" 1/211 - ZURN MODEL Z-1900-02 12" X 12" WITH DOME STRAINER, HALF GRATE AND TRAP PRIMER CONNECTION. FD FLOOR DRAIN 3" 2" I/211 - ZURN MODEL Z-415-P WITH 6" DIAMETER TYPE 'B' NICKEL BRONZE STRAINER RIM TO BE FLUSH WITH FINISHED FLOOR AND LEVEL. PROVIDE TRAP PRIMER CONNECTION. HB HOSE BIBS - - 3/4" - JAY R SMITH 5609 QT, NON -FREEZE WITH INTEGRAL VACUUM BREAKER EXTEND NEW VENT PIPING ISTING. EXTEND NEW GREASE WASTE TO EXISTING. VERIFY EXISTING PIPING SIZE AND INVERT DURING DEMOLITION PROCESS. EXTEND NEW VENT PIPING O FLUM5ING FIXTURE SCHEDULE 101 GI;MASE WASTE RISERS SCALE: NONE b6 EXTEND NEW GREASE EXISTING. VERIFY EXISTING PIPING SIZE AND INVERT DURING DEMOLITION PROCESS. I ' .I Ir r1 l a,, Ir TI 0A 1, '�6�4Gu AT p0A•� F EXTEND NEW G EXISTING. VERI SIZE AND INVE DEMOLITION P' T V 1 ✓o V, co 3/411H4cW UNDER BA5.1f,f/�in�(1 EXTEND NEW VENT PIPING TO EXISTING. CIO 211v EXTEND TO EXISTING GREASE WASTE PIPING ON EXTERIOR OF BLDG. _11 -$It OGAS RISER WATER RISERS SCALE: NONE GISCALE: NONE REVISIONS BY 00 y� coID 8 ¢off. u CqE= x y ro . 0 o ro o U N tl ¢ t-> ¢ m o °j 3 3 � 3 ►—.~ E a N co 1; / s pppopp000000 ® PA �o 00 000e e e C �0000. oe000e o PE 1 e e 'fee STATE IF o" u oO� S�� O0 ' 10 0i000°a o •eases^ 00000allALEpp ppo GARLAND PATTERSON, P.E. FL Lic. No.: 14175 MAY 25, 2021 1n O N O U m � °' Z a;0N mZ 3�rn� U Q NOZr 9� j:F e) x 20 EL U ❑ d`- co J 2.0mrno LL �j0 CpN _ L N_ N cc0 •T U N C rz >. � o V) Ld U G aQ L CY O w N C m 'a I mM c Q 0� `` m m U $S () E 4- a o t o Z ttoo 0 C O N m CO Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: BMD Job: 18-083 Sheet P4 1u, A a e: i, .[lil.,,. - - - -- I 6 EXISTING ROUND OPENING FROM FLEX. MAKE SQUARE TO RECEIVE PATCH. FIBERGLASS DUCT PATCH SAME SIZE AS OPENING WITH 2" DUCT BACKING EXTENDING PAST PATCH FOR STAPLING. STAPLE EVERY 2", MINIMUM. FIBERGLASS DUCT. TAPE WITH UL 161 FOIL TAPE OVER STAPLES COMPLETELY AROUND PATCH FOR AN AIR -TIGHT SEAL. p /� t }� * r O OUCI 1 AICH OFEIAIL SCALE: NONE ON CUR55 LARGER THAN 18"A5" PROVIDE A 2`&'A/4" STEEL ANGLE SUPPORT CENTERED AND WELDED BETWEEN CURB RAILS. CURBS LARGER THAT 36"x36" SHALL HAVE ANGLES WELDED EVERY 18" EQUIDISTANT FROM SIDES OF CURB SIMILAR HOWN. IGE SHEET METAL ITH ALL SEAMS ;D LEAK -TIGHT. CURB GASKET. ROOF CURB. ROOF DECK. EXISTING STEEL CURB SUPPORTS NOTES: AS APPLICABLE. - PROVIDE WASHERS BETWEEN SCREWS AND BOLTS, TYPICAL. - SECURE CAP TO CURB AS SHOWN WITH 3/4" SHEET METAL SCREWS WITH WASHERS, SCREW SPACING SHALL BE EVERY 18" FROM CENTER AND ONE AT 3" FROM EACH CORNER - ALL STRUCTURAL STEEL BY STEEL CONTRACTOR GASKET AND SHEET METAL CAP PROVIDED AND INSTALLED BY HVAC CONTRACTOR - INSULATE BOTTOM OF CAP WITH MINIMUM R-IS INSULATION. OCURB CAP DETAIL SCALE: NONE i ::::...:............................ ......::::...................... —gym III; I `:J MECHANICAS.. DEMO FLAN SCALE: 3/16" = P-O" I. CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO TO VERIFY ALL EXISTING CONDITIONS AS RELATED TO THE SCOPE OF WORK 2. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAINS OR ADDITIONAL COMPENSATION. 3. EXISTING THERMOSTAT(5) ARE INTENDED TO BE REUSED. PROTECT DURING DEMO PROCESS. RELOCATE AS REQUIRED, REPLACING T-STAT WIRE AS REQUIRED. HVAC GENERAL NOTES ®REMOVE EXISTING SUPPLY DIFFUSER AND RELATED FLEX BACK TO MAIN TRUNK LINE. REMOVE COLLAR AT TRUNK, PATCH AND SEAL DUCT PER DETAIL 02 ON THIS SHEET. ®REMOVE EXISTING SUPPLY DIFFUSER LEAVING EXISTING FLEX IN PLACE FOR RECONNECTION TO NEW DIFFUSER FROM SCHEDULE AND AS LOCATED ON RENOVATION PLAN. REPLACE EXISTING FLEX WITH SAME IF EXISTING FLEX IS NOT LONG ENOUGH TO ACCOMMODATE NEW GRILLE LOCATION. ®REMOVE EXISTING RETURN GRILLE LEAVING EXISTING FLEX IN PLACE FOR RECONNECTION TO NEW GRILLE "B" FROM SCHEDULE AND AS LOCATED ON RENOVATION PLAN. REPLACE EXISTING FLEX WITH SAME IF EXISTING FLEX 15 NOT LONG ENOUGH TO ACCOMMODATE NEW GRILLE LOCATION. FIELD VERIFY GRILLE LOCATIONS, QUANTITIES, AND NECK SIZES PRIOR TO BID. ® EXISTING HOODS TO BE RELOCATED. REFER TO RENO PLAN. EXISTING HOOD TO BE REMOVED. REMOVE ALL ASSOCIATED ITEMS, INCLUDING FAN AND ALL ASSOCIATED ITEMS TO FAN. CAP FAN CURB PER DETAIL ON THIS SHEET. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. ®EXISTING A/C SYSTEMS TO REMAIN. REMOVE DIFFUSERS AND GRILLES AS INDICATED. KXEYED NOTES: O EXISTING DEMO SUPPLY DIFFUSER EXISTING DEMO RETURN EXISTING SUPPLY DIFFUSER TO REMAIN EXISTING RETURN TO REMAIN EXISTING EXHAUST FAN/GRILLE TO REMAIN HVAC LEGEND REVISIONS BY y� y m N Q0 ►� ¢�^' o °O El a� ro ti yxti� N a U O N : ti • ¢a,�.o 00 3 � ^ 3 4 N 0 ti ) c o NN co �55 �I ppp000000ppoo PA a o o 0000000aoo VV o o PE 1 1 0 0 0 0 0 STATE OF o ° off`00s oORI G0 000 c �connc^ "AL o �����ooaaoa0ppp0 GARLAND PATTERSON, P.E. FL Lic. No.: 14175 MAY 25, 2021 " o N 0 L3 m (N °' Z ^ d _ 0, N v Q M, LOZ^ 0 ~� U) X O0 V) c a OJ �mrno (j O 0,0N CO- NET' ti o=r,T a QONWr O G a Q L. cy O N C m I oM C 0 Q O � O m m v �S _ 0 O = N 0 o Cl Z osa ct°o 0 o Z C O N It m N Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: BMD Job: 18-083 Sheet m 1 e e PACKAGED AIR - CONDITIONER ROOF CURB SECURE RTU TO CURB WITH 014 SCREWS WITH WASHERS, PROVIDE THREE PER LONG: SIDE s e AND TWO PER SHORT SIDE. e e e ROOF DECK SECURE CURB T STRUCTURAL STEEL WITH 112" BOLTS WITH WASHERS, THRU STEEL SUPPORTS. THREE PER 4"x4"xl/4" STEEL ANGLE LONG SIDE, TWO PER NOTES: SUPPORTS WELDED SHORT OR WELD CURB BETWEEN BAR JOISTS TO STEEL. - SET PACKAGED AIR CONDITIONER ON CURB AND AND STEEL MEMBERS AS SECURE AS INDICATED ABOVE WITH AT LEAST THREE REQUIRED SO ENTIRE SCREWS PER LONG SIDE OF UNIT AND TWO CURB RESTS ON STEEL PER SHORT 51DE OF UNIT. CURB SHALL BE MINIMUM SUPPORTS. (BY STEEL 14" HIGH SO RTU 15 AT LEAST 6" ABOVE FINISHED ROOF CONTRACTOR) SURFACE WITH NO ROOFING BENEATH CURB. - PROVIDE WASHERS BETWEEN SCREWS/BOLTS AND STRAPS, TYPICAL. - ALL STRUCTURAL STEEL BY STEEL CONTRACTOR RTU CURB, SECURING OF CURB TO STRUCTURAL STEEL AND SECURING OF RTU TO CURB BY HVAC CONTRACTOR - THIS DETAIL 15 PROVIDED FOR FLORIDA HURRICANE 146 MPH TIE -DOWN COMPLIANCE. ROOF -TO P A/C TIE-DOUJN DETAIL ROOF TOIL UNM RTU-1 MANUFACTURER - CARRIER MODEL - 50HC-A06A2A5 SUPPLY CFM 2000 OUTSIDE AIR CFM 300 ENTERING AIR DB/WB 18/61 LEAVING AIR DB/WB 51.4/56.8 CAPACITY TONS 52 TOTAL COOLING BTUH 511500 SENSIBLE COOLING BTUH 41,100 EXT. S.P. IN. H2P 5" ELECTRIC HEAT KW/V. 1.9/208V. 3P. EVAPORATOR FAN HP/FLA 2.4 - 6.1 COMPRESSOR NOJRLA 1 - 15.g CONDENSING FAN NOJFLA 1 - 1.4 ELECTRICAL DATA V/� 208/23OV. 3P. MCA AMPS 36 FUSE/MOCP - 40 EFFICIENCY EER/SEER 152 WEIGHT LBS, 652 NOTES PER BELOW 1-6 NOTES: 1. HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL DATA WITH ELECTRICAL CONTRACTOR PRIOR TO ORDER OF EQUIPMENT. 2. UNIT SHALL HAVE A SINGLE POINT ELECTRICAL CONNECTION. 3. PROVIDE MANUFACTURER STANDARD 14" HIGH CURB. 4. PERMANENTLY LABEL ALL SYSTEMS WITH THE RTU DESIGNATION. 5. PROVIDE FACTORY TWO -POSITION OUTSIDE AIR DAMPER DAMPER SHALL CLOSE WHEN UNIT 15 NOT RUNNING. 6. INSTALL FILTERS IN UNIT PRIOR TO START UP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION. ROOF TOP UNIT SCHEDULE SUPPLY AIR 'PANDUIT' OR 'ZIP' STRAP OVER INNER CORE OF FLEX. FLEXIBLE DUCT THERMAL INSULATION SUSPENDE OVER THE TOP CEILING OF THE DIFFUSER CEILING DIFFUSER-�'����� NOTES: - TAPE INNER COIL OF FLEX TO THE DIFFUSER COLLAR TAPE COMPLETELY AROUND TO ASSURE AN AIR TIGHT SEAL OR USE 'ZIP' STRAP AROUND INNER CORE OF FLEX. USE METAL BAND CLAMP WHERE REQUIRED BY LOCAL AUTHORITY. - PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE WITH TAPE ONLY. DO NOT USE STRAP OR OTHER METHOD WHICH WILL COMPRE55 INSULATION. - STRETCH FLEX TIGHT BETWEEN DUCT AND DIFFUSER TO AVOID KINKS. SUPPORT EVERY FOUR FEET WITH 2" STEEL STRAP OR OTHER APPROVED HANGER OCEILING D IFT-USER DETAIL SCALE: NONE ..........................................J I ............I E t _...... ........ ..:.. _.__.. ___.., _. ...................... _.... ............. .,.,...,._ ....�.,.... _.,,._ i ;. ... .......... .... .. ... ...... ........ ......., i .... ... .... ........ ........... ... ....,.. .... .. ..................../,, ':; '' ( ....... .............. ... .. .... .... i .. ........ ... / „, I € a k. ................................. ........... .. t 4. ......... ............ 3 3 f} ......... ... ... .... / r ( '.Jt t i { ' �. .. .......... .... :. .. . ..... . . ...r .... ... ........... .............. .. ....... .. ,. ........ .. . . ................... ........................................ ...... .................................................................. 5 .. . .... ............ ........................ .... .s ;^. . .................. .... ... .......... .... ....... ........ .. ....... .. ......................... .. ... .... ..... ..... ....... ... ......... .. .. i. ...............................S.. ....... ............. . ........ .. .. .. . ... .. ..... .................................................... ... .... .. 71 .. C .... 7-11 �_._ 0 4/500/120 D4/500/129 D4/500AT O __.. _._ .... ....... .... ..... µ....... .... .... ._._....... ......•......_.... ____. . _ ___ __.._. _._......._.._ ....__,..___ ..._.._.. .__.... .....__._-......___ _..__ _...._.__ __.__................._.._........_.....___�.____._...____............_....... ._.........__! _.. _ _..._ ... .. _ I. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR BID. VERIFY NECK SIZES OF EXISTING DIFFUSERS AND FLEX SERVING THEM PRIOR TO BID. 2, ALL FLEXIBLE DUCT CONNECTIONS SHALL BE CLA56 ONE TYPE. PROVIDE TAB COLLARS AT MAIN DUCT WITH MANUAL VOLUME DAMPER WITH LOCKING QUADRANT. 3. DEVIATION FROM MATERIALS, METHODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 4. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAINS OR ADDITIONAL COMPENSATION. 5. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES AND ORDINANCES. HVAC GENERAL NOTES ®PRIOR TO BID, VERIFY FLEX SIZE TO EACH SUPPLY DIFFUSER AND RETURN GRILLE. REPLACE DIFFUSER/GRILLE PER SCHEDULE. QPROVIDE NEW LETTER "G" LINEAR DIFFUSER AND BALANCE TO PREVIOUS CFM VALUE. REPLACE EXISTING FLEX WITH SAME IF EXISTING FLEX IS NOT LONG ENOUGH t0 ACCOMMODATE NEW DIFFUSER LOCATION. ®RELOCATE EXISTING HOODS. REROUTE HOOD EXHAUST DUCTS TO NEW HOOD LOCATIONS. ®EXTEND SCHEDULE 40 PVC CONDENSATE DRAIN LINES TO ROOF DRAIN OR DOWNSPOUT. PROVIDE DRYWELL WITH RIVER GRAVEL BENEATH DOWNSPOUT IF NO APPROVED SURFACES EXIST ON WHICH TO DRAIN. ®REFER TO SHEET M3 FOR SPEC INFORMATION, LOCATION, AND SIZES OF EXHAUST AND FLUE. KEYED NOTES: Q CEILING SUPPLY DIFFUSER CEILING RETURN LINEAR DIFFUSER EXISTING SUPPLY DIFFUSER TO REMAIN EXISTING RETURN TO REMAIN EXISTING EXHAUST FAN/GRILLE TO REMAIN HVAC LEGEND MARK MANUFACTURER MODEL " SIZE CFM NECK LOCATION MATERIAL NOTES: A HAVACO flt-29-A6-BK 24 X 24 SEE PLAN 64, CEILING PLASTIC 1,2,3 B HAVACO Ht-2X4FIB-p:24 X 24 SEE PLAN 84 CEILING PLASTIC 1�,4 C HAVACO Ht-M4111-15K 24 X 24 SEE PLAN 104, CEILING PLASTIC 12,5 D HAVACO Ht-M-9124 24 X 24 SEE FLAN 12"0 CEILING PLASTIC 12A E HAVACO Ht-M-0-51( 24 X 24 SEE PLAN SEE PLAN CEILING PLASTIC 12,1,11 F HAVACO Ht-M-ERI % 24 X 24 SEE PLAN SEE PLAN CEILING PLASTIC 1,2,1,9 G PRICE TD5100-3 48 X 6 SEE PLAN ISEE PLAN CEILING I ALUMINUM 1 1,2,12 - PROVIDE PLASTER f=KAI" IE FOR ALL GJKILLES IN CaTP/I-HARD GEILINC%. /400/10"RND SIZE THROW CFM J NECK/FLEX CONNECTION SIZE NOTES: 1. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING, 2. DIFFUSER/GRILLE FINISH SHALL BE BLACK 3. PROVIDE INSULATED BACK MODEL HT-24-SPL6-I5. 4. PROVIDE INSULATED BACK MODEL HT-24-SPL8-I5. 5. PROVIDE INSULATED BACK MODEL HT-24-SPLIO-I5. 6. PROVIDE INSULATED BACK MODEL HT-24-SPL12-I5. 1. PROVIDE STANDARD COLLAR FOR CUT -IN GRILLE BACK 8. NOT USED. 9. GRILLE FACE SHALL BE 11/2" x iz" CUBE CORE. 10. NOT USED. 11.. GRILLE FACE SHALL BE LOUVER FACE. 12. THREE P SLOTS. PROVIDE FACTORY BOOT WITH ROUND INLET. AIR DISTRI5UTION SCHEDULE REVISIONS BY n � y N L G- o�ti o ro ti U y�ti� ro x 0 I�� U N E ¢ _ O - ti 3 O ti ►--� E a � N Cvj 9/gL 5 r-, 6 �5 i' �. H15 &55� / /�qj tiIH G s 5y 6 OpppOpOOoa000 .� °°o° ® P/AV 'a C,E o° PE 74 ° ° 0 '0 o STATE o 0 o ` 0O.ZORIOp;°� o 0 o s�avA�Er� °°° oo����oaopopppppo GARLAND PATTERSON, P.E. FL Lic. No.: 14175 MAY 25, 2021 ,O 00 U m ��O' Z 0Npz° 3"rn� (� to1'.+ U Q O Z i- L O t0 X >' NU: 0 O N � U) J rno LL i7) p 9 N _ 0 L (0 N *T' U �_r��. O ONw^ c U G a QU L cy O N C m i 0M sc C Q 0 J 7 m In LL. �0 w o o o }. la• o = 0 Z c`Oo CL c O N m � Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: BMD Job: 18-083 Sheet M2 EVI'SI0NS BY 15314 F ;kr3 t . E TAGFAN UNM€MEL ESP, � RPM I' HP BAIR • 0 IVOL-T £[� i DISCHARGE WEIGHT I I VELOCITY <L B ) LANE; (t�C E RHAST F4N) trxF _ is i 7 £ 3 3t3 �7 3 C A 115 4 �, �t ] [PPS 63 12,3 s ,N A GGUPT€ N tQty, - eac`r, e f ECM VVIng Package —Exhaust Marsuat Or 10VDI" Refe�,en.re era I�ox <NI9E,C s MC E rE XHA S An Motor) pr Size ^ i .. Naar`a£ ��a�� 1"�rA�C13`�alefc5ra -- Sv't�A 1l��rf<enC,e�s llpkslc�"t ,,,<.�, 25 1/2 DIRECT DRIVE CONSTRUCTION ENO ELT/PULHL,EYSl w ROOF MOUNTED FANS RESTAURANT MODEL UL_70 VARIABLE SPEED CONTROL t >H INTERNAL VIRING W. WEATHERPROOF DISCONNECT k THERMAL OVERLOAD PROTECTION (SINGLE € HA aE I HIGH BEAT OPERATION 3 0'F (149'C) 5 'i/A „T I EXHAUST PAN MUST OPERATE CONTINUOUSLY Y IB i9 WHILE EXHAUSTING AIR AT O °F (I49•0 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY ( N DETERIORATING EFFECTS S TO THE FAN VHICH WOULD CAUSE UNSAFE OPERATION, ) ) I 1 � r 1 t ECM WIRING PACKAGE -EXHAUST - .. MANUAL OR 0-10VDC REFERENCE q y SPEED CONTROL (NIDEC MOTOR), �£ DUCTWORK BETWEEN MIAMI DADS CERTIFICATION EXHAUST RISER ON HOOD I A-1 ALUMINUM UPBLAS.T, AND FAN (BY OTHERS) 1478" 52112" tnm (378mm] [1332mm] om o o m ® 27 [M /8" mm] Dra 34 [881 !4" mm] Front View g [252 Model: SPK-1400 (1z0v model) Gas -Fired Wood -Burning Rotisserie Smoker Smoke Extractor 13 /4" Q Damper 112" [35immj (Optional) [38mm] Junction Box • 1 Convection Fan Access Power Connection s e e ® o [1198mn 77 3W [1975mm] Gas Supply Connection 291/4" [745mmj n. � Drain )II 8" 8 114" nm] [21o,m] Back View Standard leg locations (center to center) - 44 5/8"W x 82 1/8"D (1133 x 2086mm) REQUIREMENTS GAS 1/2 inch gas inlet (NPT) 150,000 BTU (44 KW) - Natural (NG) Supply line pressure - 4.5" W.C. min - 10.0" W.C. max (11.2 - 26.5 mbar) OR 150,000 BTU (44 KW) - Propane (LP) Supply line pressure - 11.0" W.C. min - 13.0" W.C. max (27.4 - 32.4 mbar) ELECTRICAL 120 volt AC, 60 hertz, 1-phase, 15 amp wiring required, NEMA 5-15P. plug VENTILATION The smoker must be vented in accordance with the Owner's Manual and the installation must comply with NFPA® 96 and all relevant local and national codes and in a manner acceptable to the authority having jurisdiction. SHIPPING (uncrated) - 2,400 Ibs (1089 kg) Minimum Clearance Requirements from Combustible Material Back...............18" (457 mm) Firebox door side ..............24 (610mm) Top.................18" (457mm) Gear motor side ................ 18" (457mm) Front..............48" (1219mm) NOTE: If provision is made for service access, gear motor side and back clearance can be reduced to 2" (51mm). Through the wall insulation kit allows for 0" clearance on contact surface with combustibles. rr duel Chia ne: with � NOTE: Power to Exhaust Fan to be supplied from designate Junction Box on Southern Pride BRQ Oven. Direct Venting Instructions for Through the Wall Installation With the optional extractor damper the Oven may be installed through the wall and directly vented outside. The extractor damper.. along with a customer supplied Exhaust Fan and Chimney, evacuates the heat from the oven prior to fully opening the product loading doors. When the doors are opened, the extractor damper and Exhaust Fan are activated to remove the heat from the Oven, "'When installing are Oven through a wall constructed of Combustible material, use the appropriate SOUTHERN PRIDE THROUGH THE WALL INSULATION KIT between the Oven and the Wall, "The room that has the oven is installed into,, should have a balanced or slightly positive air pressure. If the room has a negative air pressure, heat could escape from the Oven into the room during operation. Minimum Clearance Requirements for Service Sae ...,..... 181, Wood Box Door Side - Top Top..,.....,.Service Bay Side... NOTE: If provision is made for easy access on the Service Bay Side and the Rack, clearance can be reduced to ". y y, `� Model: SPK-1400 (120v model) 3i Gas -Fired Wood -Burning Rotisserie Smoker EE30 PITS & SMOKERS Approximate Smoker Capacities (Capacities will vary based on physical shape, weight, and method of loading for each product specified.) Standard Opt 1 Opt 2 Pork Butts (8-10 Ibs)(3.6 - 4.5 kg) each ........ 108 pieces 135 90 St. Louis Ribs (2.75 Ibs)(1.2 kg) each.............120 pieces 175 140 Whole Chicken (3-4 Ibs)(1.4 - 1.8 kg) each..126 pieces 180 240 Beef Brisket (12-15 Ibs)(5.4 - 6.8 kg) each ..... 36 pieces 60 80 1 Optional Features: (6) 5-tier, 3 1/2" (89mm) spacing, hanger assemblies 105 ft2 (9.75 m2) cooking surface • Mirror image (left side - firebox; right side - gear motor, burner and utility connections). Standard Features: . Control with a digital cook and hold thermostat ((140° • Stainless steel construction; exterior and interior. to 325-F)(60- to 163'C), allows for selection of cook temperature, cook time, and hold temperature), and a • Mineral wool insulated cabinet. pneumatic rotisserie advance foot switch. • Adjustable 8" (203mm) tall steel pipe legs. • Glass product display doors and manual light switch. • Front or rear flue configuration. • Optional rack hanger system (Opt 1)- 0 Low velocity convection fan with 12" (305mm) fan (5) 5-tier, 3 1/2" (89mm) spacing hanger assemblies blade (spare blade included). with (25), 18" x 42" (457 x 1067mm) product racks. • Control with on/off switch, a digital thermostat (140° to • Optional rack hanger system (Opt 2) - 325°F)(60° to 163°C), rotisserie advance button, and a (5) 4-tier, 4 11/16" (119mm) spacing hanger assemblies pneumatic rotisserie advance foot switch. with (20), 18" x 42" (457 x 1067mm) product racks. • Interior light. . Stainless steel product racks. • 2" (51mm) grease drain with ball valve. • Smoke extractor damper (typically utilized in through • (30) 12" x 42" (305 x 1067mm) nickel chrome plated the wall direct venting applications). product racks (see illustration above). • VSP eyebrow ventilation hood system. • Working height locking casters. • Additional optional accessories are available. Southern Pride Distributing, LLC C: T 401 S Mill St REVISED: September 2016 CT)O '�r,+>roK, Alamo, TN 38001 An ongoing program of product improvement may Phone: 731.696.3175 require us to change specifications without notice. Intertek. Intertek Fax:731.696.3180 ANSI Z83.11b-2009 ANSI/NSF STD 4 CSA 1.8b-2009 www.southernpride.com ©2015 Southern Pride Distributing, LLC 0 i­10AND :X��AUST [DETAILS N V' 00 M N Q F" pp O o y E ` y ti Y LL N 00 C ti > a rr— 3 y 3 r` 3 -xN 0 a c ti o ti CJ a N Cl) �aQao�a0000�� �. PIF_ f 1 o� `i7g E ) R %D 0000 :'LillD PATTERSON, P.E EI No,: '14175 MAY 25, 2021 Ln o �cd M ,_co z _ J \� QU 2 o= o L-- Q'ri z U i a 1J M Ln to � > N-) L, 0 =' V) ® o V) Q0 > Q0 D_ o N _Je: 05. 17. 2 AS RIOTED Die l_ Mc]r: Dc I n: BMD 8 �A] 3 - i F a ELECTRICAL SPECIFICATIONS A. THE WORK. APPARATUS AND MATERIALS WHICH SHALL BE FURNISHED UNDER THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS SHALL INCLUDE ALL ITEMS SPECIFIED HEREINAFTER AND SHOWN ON THE DRAWINGS. ALL OTHER MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. B. THE CONTRACTOR SHALL EXTEND THE SERVICE FROM THE POINT OF SERVICE ATTACHMENT FURNISHING ALL PROTECTIVE DEVICES, CONDUCTORS, SUPPORTS, RACEWAYS, ETC. TO PROVIDE COMPLETE INTERIOR ELECTRICAL SYSTEMS TO SERVE MOTOR LOADS, LIGHTING LOADS AND MISCELLANEOUS ELECTRICAL LOADS, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREINAFTER. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE COMPLETION OF THE WORK AND MAKING ANY MINOR CONNECTION CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUAU1Y AND NO SUBSTANDARD WORK WILL BE ACCEPTED. C. VERIFY CONDITIONS AT THE FIELD PRIOR TO PRICING THE JOB. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND EXISTING CONDITIONS. D. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS AND/OR LOCATIONS OF ALL LIGHTING FIXTURE SWITCHES, OUTLETS AND WIRING DEVICES AND SHALL PERFORM ALL WORK NOTED ON PLANS, IN NOTES OR IN DETAILS RELATED TO ELECTRICAL 1111111K8191�� A. THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES. INTERFERENCES A. THE PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE DIFFERENT TRADES SO THAT INTERFERENCES BETWEEN CONDUITS. PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL WORK WILL BE AVOIDED. ALL NECESSARY OFFSETS IN RACEWAYS, FITTINGS, ETC. REQUIRED TO PROPERLY INSTALL THE WORK SHALL BE FURNISHED SO AS TO TAKE UP A MINIMUM SPACE, AND ALL MATERIALS REQUIRED TO ACCOMPLISH THIS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IN CASE INTERFERENCE DEVELOPS, THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DECIDE WHICH EQUIPMENT. PIPING, ETC., MUST BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. MATERIALS A. IN GENERAL, MATERIALS AND APPARATUS SHALL COMPLY WITH ALL APPLICABLE TESTS, RATINGS, SPECIFICATIONS, AND REQUIREMENTS OF THE IEEE AND NEMA AND SHALL BEAR THE APPROVED DEVICE LABEL OF THE UNDERWRITERS' LABORATORIES, INC. B. ANY MATERIAL OR PRODUCT SPECIFIED HEREIN OR ON THE DRAWINGS BY MANUFACTURER AND CATALOG NUMBER AFTER WHICH THE TERM "OR EQUAL" DOES NOT APPEAR SHALL BE INTERPRETED AS LIMITING SUCH ITEMS BY A PREDETERMINED SELECTION AS STATED. IN SUCH INSTANCES NO SUBSTITUTIONS WILL BE ALLOWED. ANY MANUFACTURER AND CATALOG NUMBER FOLLOWED BY THE TERM "OR EQUAL" SHALL BE INTERPRETED TO MEAN EQUAL IN QUALITY, VALUE, AND INTEGRAL PROPERTIES AND SIMILAR IN APPEARANCE, DESIGN, AND FUNCTIONS. THE CONTRACTOR MAY IN THESE INSTANCES AFTER OBTAINING WRITTEN APPROVAL OF THE OWNER, SUBSTITUTE MATERIALS OR PRODUCTS OTHER THAN THE ONE NAMED. C. THE CONTRACTOR SHALL SUBMIT A LIST OF PRINCIPAL MATERIAL ITEMS, GIVING MANUFACTURER'S NAMES AND CATALOG NUMBERS. APPROVAL OF THE LIST SHALL BE OBTAINED FROM THE OWNER BEFORE ORDERS ARE PLACED. GUARANTEE A. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WITHIN SAID PERIOD. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS. IDENTIFICATION OF EQUIPMENT A. IDENTIFICATION OF EQUIPMENT SHALL BE PROVIDED FOR ALL ELECTRICAL EQUIPMENT INSTALLED BY THE CONTRACTOR. ENGRAVED LAMINATED PLASTIC NAMEPLATES SHALL BE PROVIDED AND IDENTIFICATION SHALL CLEARLY DESCRIBE THE EQUIPMENT AND FUNCTION. COORDINATE NAMES ABBREVIATIONS AND OTHER DESIGNATIONS USED IN ELECTRICAL IDENTIFICATION WORK WITH CORRESPONDING DESIGNATIONS SHOWN, SPECIFIED OR SCHEDULED. PROVIDE NUMBERS, LETTERS AND WORDING AS INDICATED OR IF NOT OTHERWISE INDICATED, AS RECOMMENDED BY MANUFACTURER OR AS REQUIRED FOR PROPER IDENTIFICATION AND MAINTENANCE OF ELECTRICAL SYSTEMS AND EQUIPMENT. B. INSTALL LABEL TAGS ON ALL WIRE AND CABLE IN JUNCTION BOXES, WIREWAYS AND WIRING GUTTERS OF PANELS. TAGS SHALL IDENTIFY WIRE OR CABLE CIRCUIT NUMBER AND/OR EQUIPMENT SERVED AS SHOWN ON DRAWINGS. C. ALL JUNCTION BOXES TO BE DESIGNATED WITH PERMANENT MARKER INDICATING PANELBOARD AND CIRCUIT NUMBERS OF BRANCH CIRCUIT WIRING CONTAINED WITHIN. D. PANELBOARD DIRECTORIES SHALL BE UPDATED/TYPEWRITTEN WITH ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT EXISTING UNCHANGED AND NEW RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TENANT NAME, TYPE AND LOCATION OF LOAD. RACEWAYS AND FITTINGS A. CONDUITS RUN EXPOSED ON EXTERIOR OF THE BUILDING OR BELOW GRADE SHALL BE RIGID STEEL CONDUIT. SCH 40 PVC CONDUIT IS ACCEPTABLE, B. ALL CONDUIT SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE PRINCIPAL STRUCTURAL MEMBERS. ALL CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. PROVIDE SUPPORT A MINIMUM OF 18" FROM BENDS AND OUTLET BOXES AND ON INTERVALS NOT TO EXCEED 8'-0". CONDUIT IS NOT TO SPAN ANY SPACE UNSUPPORTED. ALL CONDUIT SHALL BE SUPPORTED FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM. C. PROVIDE NYLON PULL CORD AND LEAVE IN PLACE IN EACH EMPTY CONDUIT. D. THIN WALL CONDUIT: 1. THIN WALL CONDUIT SHALL BE UNDERWRITERS' APPROVED GALVANIZED ELECTRICAL METALLIC TUBING. COUPLINGS AND CONNECTORS FOR CONDUIT SHALL BE STEEL HEX -NUT, ZINC OR CADMIUM PLATED SET SCREW TYPE FITTINGS. E. FLEXIBLE METALLIC CONDUIT: 1. FLEXIBLE METALLIC CONDUIT IN DRY LOCATIONS SHALL BE UNDERWRITERS' APPROVED, ZINC COATED, SINGLE STRIP TYPE. FITTINGS SHALL BE AS MANUFACTURED BY THOMAS AND BETTS "TITE-BITE", STRAIGHT OR ANGLE CONNECTORS OR APPROVED EQUAL. 2. FLEXIBLE CONDUIT IN DAMP OR WET LOCATIONS SHALL BE UNDERWRITERS' APPROVED FLEXIBLE, LIQUID -TIGHT METAL CONDUIT. FITTINGS SHALL BE AS MANUFACTURED BY APPLETON, CROUSE-HINDS OR THOMAS AND BETTS. F. RIGID STEEL CONDUIT: 1. RIGID STEEL CONDUIT SHALL BE UNDERWRITERS' APPROVED HOT -DIP GALVANIZED. ZINC METALIZED. OR SHERADIZED. THE THREADED ENDS OF THE CONDUIT SHALL BE ZINC COATED AND SHALL BE THREADED TYPE. DOUBLE LOCK NUTS SHALL BE USED ON ALL CONDUIT TERMINATIONS EXCEPT THREADED HUBS. 2. ALL CONDUIT SHALL BE MADE UP TIGHT AND NO RUNNING THREADS WILL BE PERMITTED, "ERICSON" COUPLINGS BEING USED WHERE NECESSARY. ALL CONDUIT RUNS BELOW GRADE OR UNDER FLOORS ON GRADE SHALL BE GIVEN A HEAVY COAT OF ASPHALTIC TYPE PAINT BOXES A. ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING ELECTRICAL 6MCIFICATIONS SCALE. NOT TO SCALE B. OUTLET BOXES FOR EXPOSED WALL MOUNTING, AND OUTDOOR INSTALLATIONS SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS. WEATHERPROOF RECEPTACLE COVERS SHALL HAVE SPRING HINGE LIDS AND IN USE COVERS. CONDUCTORS A. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT CONDUCTORS SHALL BE N0. 12 AWG. BRANCH CIRCUITS RUN OVER 75 FEET IN LENGTH. MEASURING ONE WAY FROM THE FIRST OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE NO. 10 AWG FOR THE ENTIRE CIRCUIT B. SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE ELECTRICALLY AND MECHANICALLY SECURE AND SOLDERLESS FOR CONDUCTORS SIZES NO. 8 AWG AND LARGER. THERE SHALL BE PLENTY OF SLACK CABLE IN BOXES. OUTLETS AND CABINETS TO INSURE THAT THERE IS NO BINDING AT THE BUSHINGS. ALL LUGS SHALL BE OF THE CORRECT SIZES FOR THE CONDUCTORS JOINED AND IN NO CASE SHALL STRANDS BE CUT FROM A CONDUCTOR IN ORDER TO FIT THE CONDUCTOR INTO A LUG. TAPING OF JOINTS SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. C. ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATION SHALL BE DUAL TYPE THHN/THWN 75 C. (167 F.) FOR DRY, DAMP & WET LOCATIONS. CONDUCTOR INSULATION WITH SINGLE TYPE MARKING THHN 90 C. (194 F.) MAY BE USED FOR DRY LOCATIONS ONLY. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON -AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED TO: 1) ISOLATED GROUND LEADS: GREEN AND YELLOW 2) GROUND LEADS: GREEN 3) GROUNDED NEUTRAL LEADS: WHITE FOR 120/208V, GRAY FOR 277/480V 4) 120/208 VOLT, UNGROUNDED PHASE WIRES: BLACK, RED, BLUE THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. NOTE: WHERE EXISTING BASE BUILDING COLOR CODING DIFFERS FROM COLOR COOING ASSIGNED HERE --IN. CONTRACTOR SHALL USE EXISTING COLOR COOING AS REQUIRED TO MAINTAIN CONSISTENCY. ADVISE ENGINEER (IN WRITING) OF COLOR CODING TO BE USED. D. ALL WIRING IN CEILING SPACE OR IN AIR HANDLING PLENUMS NOT IN CONDUIT SHALL BE UL LISTED AS SUITABLE FOR PLENUM USE. E. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE ALL REQUIRED CONNECTIONS TO SERVE MECHANICAL EQUIPMENT FURNISHED. F. MODIFY EXISTING ELECTRICAL WORK ABOVE THE CEILING SPACE (CONDUIT, WIRING, EQUIPMENT, BOXES, ETC.) TO COORDINATE WITH NEW LIGHTS AND HVAC WORK. G. THE CONTRACTOR SHALL REMOVE ALL EXISTING WIRING AND EQUIPMENT MADE UNNECESSARY BY THE NEW INSTALLATION. ALL MATERIALS REMOVED AND NOT REUSED IN NEW TENANT RETROFIT. SHALL BE RETURNED TO BUILDING STOCK. H. REUSE EXISTING JUNCTION BOXES, CONDUITS AND WIRING TO FEED RECEPTACLES AND LIGHTING FIXTURES WHERE APPLICABLE. REMOVE AND DISPOSE OF ALL UNUSED CONDUIT AND WIRING BACK TO LAST ACTIVE DEVICE OR PANEL. I. ALL CONDUITS AND WIRING PENETRATING RATED FLOORS AND WALLS SHALL BE SEALED TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION. GROUNDING A. THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER. B. ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT THE POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. C. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER UNLESS OTHERWISE NOTED. D. ALL RACEWAYS WITH NO. 10 OR 12 AWG PHASE CONDUCTORS FOR RECEPTACLES, LIGHTING FIXTURES AND SIMILAR CIRCUITS (NEW BRANCH CIRCUITS) SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES. EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE CONDUCTORS LARGER THAN NO. 12 AWG ARE INDICATED ON DRAWINGS. GROUND CONDUCTORS SHALL BE CONNECTED TO GROUND BUSS IN PANELBOARDS. E. TERMINATE FEEDER AND BRANCH CIRCUIT INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH GROUNDING LUG, BUS, OR BUSHING. CONDUCTORS LOOPED UNDER SCREW OR BOLT HEADS WILL NOT BE PERMITTED. F. INSTALL CLAMP -ON CONNECTORS ON CLEAN METAL CONTACT SURFACES TO ENSURE ELECTRICAL CONDUCTIVITY AND CIRCUIT INTEGRITY. G. PROVIDE GROUNDING BUSHING AND A CONTINUOUS COPPER BONDING JUMPER FROM THE BUSHING TO THE EQUIPMENT GROUND BUS IN ALL FEEDERS. THE BONDING JUMPER SHALL BE THE SAME SIZE AS THE EQUIPMENT GROUND CONDUCTOR. CIRCUIT PROTECTIVE DEVICES A. GENERAL: 1. UNLESS OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED WITH TOP OF CABINET OR ENCLOSURE 6'- 6" ABOVE FINISHED FLOOR, SHALL BE PROPERLY ALIGNED, AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS. ALL STEEL SHAPES, ETC., NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCLOSURES SHALL BE NEMA TYPE I, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE 3R OR TYPE 4 2. INSTALL DISCONNECT SWITCHES FOR USE WITH MOTOR -DRIVEN APPLIANCES, AND MOTORS AND CONTROLLERS WITHIN SIGHT OF CONTROLLER POSITION UNLESS OTHERWISE INDICATED. 3. SUBMIT MANUFACTURER'S DATA (MINIMUM 5 COPIES) ON CIRCUIT AND MOTOR DISCONNECT SWITCHES AND/OR MOTOR STARTERS. SUBMIT SHOP DRAWINGS IN BOOKLET FORM WITH SEPARATE SHEET FOR EACH DEVICE. PROVIDE EQUIPMENT IDENTIFICATION AS DESIGNATED ON PLANS FOR EACH SHOP DRAWING CUT SHEET SUBMITTED. B. CIRCUIT BREAKERS: 1. CIRCUIT BREAKERS FOR MOUNTING IN EXISTING PANELBOARD SHALL BE MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE. BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS AND MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP BAR SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER. BREAKERS SHALL BE TRIP FREE AND TRIP INDICATING AND SHALL HAVE QUICK -MAKE, QUICK -BREAK CONTACTS. C. SAFETY SWITCHES: 1. ALL SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE. SWITCH MECHANISM SHALL BE QUICK -MAKE, QUICK -BREAK. COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH IS IN THE "OFF" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, SQUARE-D, OR CUTLER -HAMMER. (MATCH BUILDING STANDARD WHERE APPLICABLE) D. FUSES: 1. ALL FUSES FOR SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE BUSSMAN "FUSETRON" OR CHASE SHAWMUT "TRIONIC". THE CONTRACTOR SHALL FURNISH AND INSTALL PROPER SIZE FUSES WHERE REQUIRED FOR ALL FUSIBLE EQUIPMENT AND SHALL FURNISH TO THE OWNER A DUPLICATE CARTRIDGE FOR EACH FUSE INSTALLED. E. MOTOR STARTERS: 1 COMBINATION MAGNETIC. FULL VOLTAGE STARTERS FOR 3 MOTORS SHALL BE THREE POLE HORSEPOWER RATED. MAGNETICALLY OPERATED SWITCHES, WITH THREE THERMAL OVERLOAD UNITS AND FOUR EXTRA AUXILIARY CONTACTS. CONTROL VOLTAGE SHALL BE 1 20V. SUPPLIED FROM A CONTROL POWER TRANSFORMER. A THREE POLE HORSEPOWER RATED. NON -FUSIBLE DISCONNECT SWITCH SHALL ALSO BE INCLUDED IN THE ENCLOSURE. AN HOA SWITCH SHALL BE MOUNTED IN FRONT COVER. STARTERS SHALL BE SQUARE-D CLASS 8538. 2. MANUAL MOTOR STARTERS FOR 115V., 1 MOTORS (1) HORSEPOWER AND SMALLER, SHALL BE SINGLE POLE, HORSEPOWER RATED SWITCHES WITH THERMAL OVERLOAD UNITS AND HEATERS. STARTERS SHALL BE SQUARE-D CLASS 2510, WITH STAINLESS STEEL COVER PLATES. 3. MAGNETIC FULL VOLTAGE STARTERS FOR 3 MOTORS SHALL BE THREE POLE, HORSEPOWER RATED, MAGNETICALLY OPERATED WITH THREE THERMAL OVER LOAD UNITS AND FOUR EXTRA AUXILIARY CONTACTS. CONTROL VOLTAGE SHALL BE 120V. SUPPLIED FROM A CONTROL POWER TRANSFORMER. A HAND -OFF -AUTOMATIC, HOA SWITCH SHALL BE MOUNTED IN FRONT COVER. STARTERS SHALL BE SQUARE-D CLASS 8536. PANELBOARDS: A. PANELBOARDS SHALL BE CONNECTED DISTRIBUTED PHASE WITH CIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. PANELBOARDS SHALL HAVE CIRCUIT DIRECTORY CARDS SHALL BE COMPLETED WITH A TYPEWRITER BY THE CONTRACTOR TO INDICATE AREAS AND/OR DEVICES SERVED BY EACH CIRCUIT. B. CIRCUIT BREAKERS FOR MOUNTING IN PANELBOARDS OR DISTRIBUTION SECTION OF SWITCHBOARD SHALL BE MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE. BREAKERS SHALL HAVE THERMAL -MAGNETIC TRIP UNITS AND MULTI -POLE BREAKERS. BREAKERS SHALL HAVE A COMMON TRIP BAR. SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER. BREAKERS SHALL BE TRIP FREE AND TRIP -INDICATING AND SHALL HAVE QUICK -MAKE, QUICK BREAK CONTACTS. C. PANELBOARDS SHALL BE INSTALLED COMPLETE WITH CONNECTORS AND ASSOCIATED HARDWARE FOR ALL CIRCUIT BREAKERS AND SPACES LISTED IN THE PANELBOARD SCHEDULE. D. PANELBOARDS TO BE DEADFRONT TYPE, WITH COPPER BUS BARS, WITH BOLT -ON TYPE BRANCH CIRCUIT BREAKERS EQUAL TO SQUARE-D TYPE NQOD, NF, OR I -LINE AS APPLICABLE. ALL CIRCUIT BREAKERS SHALL BE CONCEALED BEHIND A HINGED, LOCKABLE DOOR INSTALLED ON THE FRONT PANELBOARD COVER. E. ALL PANELBOARDS TO BE IDENTIFIED WITH ENGRAVED PLASTIC LAMINATE SIGNS. COORDINATE NAMES USED FOR IDENTIFICATION WITH CORRESPONDING DESIGNATIONS SHOWN, SPECIFIED OR SCHEDULED. FASTEN WITH SELF TAPPING STAINLESS STEEL SCREWS, OR CONTACT TYPE PERMANENT ADHESIVE WHERE SCREWS CAN NOT OR SHOULD NOT PENETRATE SUBSTRATE. F. SUBMIT MANUFACTURER'S DATA ON PANELBOARDS AND ENCLOSURES. SHOP DRAWINGS SHALL INDICATE ARRANGEMENT OF BUSSES, BRANCH CIRCUITS, ENCLOSURES, DIMENSIONS, ETC. (MINIMUM 5 COPIES) ACCEPTABLE MANUFACTURER'S: GE. SQUARE-D. SIEMENS AND CUTLER -HAMMER. (MATCH PROTOTYPE STANDARD WHERE APPLICABLE.) H. INSTALL PANELBOARDS AND ENCLOSURES AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC STANDARDS AND NECA'S "STANDARDS OF INSTALLATION', AND IN COMPLIANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS FULFILL REQUIREMENTS. RECEPTACLES A. ALL RECEPTACLES SHALL BE THE GROUNDING TYPE WITH GROUND CONNECTION MADE THROUGH AN EXTRA POLE WHICH SHALL BE PERMANENTLY CONNECTED TO GROUND CONDUCTOR. B. RECEPTACLES FOR 20 AMPERE, 120V SERVICE SHALL BE THREE -WIRE, TWO POLE RECEPTACLES RATED 20 AMPERES AT 120 VOLTS. ALL NEW RECEPTACLES SHALL BE THAT OF HUBBELL OR PRE -APPROVED EQUAL. C. WALLPLATES: PROVIDE WALLPLATES FOR SINGLE AND COMBINATION WIRING DEVICES, OF TYPES, SIZES, AND WITH GANGING AND CUTOUTS AS INDICATED. SELECT PLATES WHICH MATE AND MATCH WIRING DEVICES TO WHICH ATTACHED. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLORED TO MATCH FINISH OF PLATES, WALLPLATES COLORED TO MATCH WIRING DEVICES. D. ELECTRICAL CONTRACTOR SHALL CONFIRM RECEPTACLE CONFIGURATION, VOLTAGE, PHASE AND AMPERAGE FOR ALL EQUIPMENT FURNISHED AND INSTALLED FOR THIS WORK. ADVISE ENGINEER IF REQUIRED. LIGHTING FIXTURES: A. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL NEW AND RELOCATED LIGHTING FIXTURES SHOWN ON THE PLANS. B. LIGHT FIXTURES SHALL BE SELECTED BY THE OWNER C. BALLASTS FOR FLUORESCENT LAMPS SHALL BE HIGH FREQUENCY ELECTRONIC FOR USE WITH OTIC TYPE (265MA) LAMPS. THE TOTAL HARMONIC DISTORTION ( %-THD) SHALL BE LESS THAN 20 POWER FACTOR SHALL BE .95 OR HIGHER. ELECTRONIC BALLASTS FOR FLUORESCENT LAMPS SHALL BE OSRAM SYLVANIA, QUICKTRONIC. ALL BALLASTS SHALL BE INDIVIDUALLY FUSED ON THE LINE SIDE OF THE BALLAST. ALL BALLASTS SHALL BE ENERGY SAVING, HIGH POWER FACTOR TYPE AND SHALL BEAR ETL/CBM AND UL LABELS. D. T-8 AND T-5 FLUORESCENT LAMPS SHALL BE 3500K RAPID START. COMPACT FLUORESCENT LAMPS SHALL BE 3500K.INCANDESCENT LAMPS SHALL BE 120V. GENERAL PURPOSE TYPE. UNLESS OTHERWISE NOTED ALL LAMPS SHALL BE TCLP COMPLIANT AND MANUFACTURED BY OSRAM SYLVANIA. U-SHAPED LAMPS SHALL HAVE 6" SPACING BETWEEN ENDS. E. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY SUPPORTED AND ALIGNED, AND THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY STEEL SHAPES, ETC., FOR SUPPORT OF FIXTURES AS REQUIRED AND DETAILED ON THE DRAWINGS. LIGHTING FIXTURES SHALL BE CLEAN AND NON -OPERATING LAMPS REPLACED WITH NEW LAMPS AT THE TIME OF FINAL INSPECTION. F. CONTRACTOR SHALL WEAR PROTECTIVE COTTON GLOVES WHEN HANDLING FIXTURES WITH LOW IRIDESCENT TRIMS LOUVERS. DO NOT HANDLE FIXTURES IN ANY WAY THAT WILL PUT FINGER PRINTS ON TRIMS OR LOUVERS. LEGEND SYMBOL: DESCRIPTION: LIGHTING A 2' x 4' FLUORESCENT FIXTURE. UPPER CASE LETTER DENOTES FIXTURE q TYPE ING LOWER SCHEDULER FOR FIXTURE SPECIFICATIONS REFER TO (TYPICAL FOR ALL FIXTURES ON A CIRCUIT). 13a3 1' x 4' FLUORESCENT FIXTURE. F-0--1 FLUORESCENT STRIP LIGHTING FIXTURE. 0 CEILING LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. Q WALL MOUNTED LIGHT FIXTURE. EXIT LIGHT SINGLE FACE UNIVERSAL MOUNT AS SPECIFIED IN THE FIXTURE SCHEDULE. LETTER INDICATES FIXTURE TYPE. BLACK QUADRANT INDICATES DIRECTION OF FACE, ARROW(S) INDICATE DIRECTION OF TRAVEL. EXIT LIGHT DOUBLE FACE UNIVERSAL MOUNT AS SPECIFIED IN THE FIXTURE SbHEDULE. LETTER INDICATES F XTURE TYPE. BLACK QUADRANT INDICATES DIRECTION OF FACE, ARROW()S) INDICATE DIRECTION OF TRAVEL. MOUNTING HEIGHT: CEILING CEILING AS SPECIFIED CEILING AS SPECIFIED CEILING OR WALL CEILING OR WALL BATTERY OPERATED EMERGENCY LIGHT FIXTURE. 8'-0" AFF COMBINATION EXIT SIGN AND BATTERY FIXTURE. OPERATED EMERGENCY LIGHT 8'-0" AFF DW] BATTERY OPERATED EMERGENCY LIGHT FIXTURE, CEILING MOUNTED. CEILING S SINGLE POLE SWITCH. 48" AFF Sb M �/ SMALL LLETTER DESIGNCAT10%, IINDICAOTESRLIGHDTINGWZONE CONSULT MFR 48" AFF LC LIGHTING CONTACTOR. AS NOTED POWER E)= DUPLEX RECEPTACLE. 18" AFF E~G DUPLEX RECEPTACLE. IG=ISOLATED GROUND. 18" AFF DUPLEX RECEPTACLE, MTD 48" AFF OR 6" ABOVE COUNTER BACKSPLASH. DUPLEX RECEPTACLE, MOUNTED IN CEILING. CEILING > QUADRAPLEX RECEPTACLE (DOUBLE DUPLEX), MOUNTED IN CEILING.. CEILING QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE. 18" AFF QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE, MTD. 48" AFF OR 6" ABOVE COUNTER. DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE. 18" AFF GFI P FAULT CIRCUIT INTERRUPTED RECEPTACLE -MOUNTED DUt LEX GROUN GFI 48 AFF OR 6 ABOVE COUNTER BACKSPLASH. ® SPECIAL PURPOSE OUTLET, NEMA CONFIGURATION AS SHOWN. 18" AFF =11 PANELBOARD. 6"-6" TO TOP RECESSED FLUSH -MOUNTED, PANELBOARD. FRONT OF PANEL INDICATED 6"-6" TO TOP BY LONGER EDGES OF SYMBOL. ® DISTRIBUTION PANELBOARD. 6"-6" TO TOP, M METER SOCKET, PROVIDE PER UTILITY COMPANY REQUIREMENTS. 4'-0" MIN. TO 5'-0" MAX. Tc TIME CLOCK 54" AFF El SHUNT TRIP PUSH BUTTON. 54" AFF EQUIPMENT SYMBOLS MOTOR AND CONNECTION. EQUIPMENT TYPE AS NOTED. REFER TO MMOTOR CONNECTION SCHED. COORDINATE WITH INSTALLED EQUIPMENT. =P SAFETY DISCONNECT SWITCH-30A, 3 , 250V, NF, HD, NEMA 1, U.N.O. CEP MOTOR CONTROLLER CZP COMBINATION MOTOR STARTER & FUSED DISCONNECT SWITCH, U.N.O. 0 SPECIAL CABINET OR EQUIPMENT AS NOTED, RECESED MOUNTED. $M MANUAL MOTOR $,TARTER WITH OVERLOAD HEATERS FOR 12OV, 1 FRACTIONAL HP. MOTORS. Ep ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE, U.N.O. F7, DRY TYPE TRANSFORMER (NUMBER INDICATES KVA RATING). CONDUIT, RACEWAY AND WIRING V C PHASE. HOWEVER A'SEPARATE TS SERV G CO PUTEIRS (DATA) CIF SERVICING DATA IS DEFINED AS ANY RECEPTAC NEX TO A' DATA OUTLET OR SPECIFICALLY SERVING A DATA PIECE OF EQUIPME T. y�HERE NEUTRALS ARE SHARED MULTI -POLE BREAKERS SHALL BE USED TO DISCONNECT ALL PHASE CONDUCTORS. ALL HOME TO SHALL BEM E OF H SH MARMINIMUM.ATES NUMBER OF CIRCUITS. GROUNDING CONDUCTOR. T-T WALL MOUNTED GROUND BAR. (24"W X 3"H X 1/4"T U.N.O.). CONDUIT IN/UNDER SLAB. CONDUIT CAP. - DN CONDUIT STUB -DOWN. - 0 UP CONDUIT STUB -UP. A DETAIL NUMBER. Et ELECTRICAL SHEET NUMBER. GENERAL NOTES �APPLI WISHE TO ALL DIVISION 16000 DRAWINGS) RE THE REQUIREMENTS OF ANOTHER DIVISION SECTION, OR PART OF THE SPECIFICATIONS XCEED THE REQgUIRE ENTS OF THIS DIVISION T( OSE REQUIREMENTS SHALL GOVERN. ENGINEER 2. ALL LFLOOR E yy �ANLLL A DECISION OPENETRATIONSIDI SHMMALLT MAINTAINGoER E - VIRO ME TAIL AND FIRE RATING OF'THE STRUCTURE. ROF PENETATIONS SHAL BCOORDI ATED �jITH THE ROOFING CONTRACTOR TO MAINTAIN THE ROOFING WARRANTY. PITCH POCKET ROOF PENETRATIONS ARE 3. ALLL MOUNPE TING HEIGHTS SHOyyN SHALL BE TO CENTER LINE OF DEVICE BACKBOX. 4. ALL COMMUNICATION CONDUIT SHALL HAVE $DE SEEPING BENDS. 5. ALL COMMUNICATION CONDUIT SHALL BE IDE TIFIED Y A DISTINCTIVE NUMBER AND LABELED AT 6. ALLL CONNDUIT IN SLABVBEL( SLAB SHALL BE 3/4" MINIMUM. 7. ALL SYMBOLS PRESENTED M Y NOT NECESSARILY BE USED ON THESE DRAWINGS. ABBREVIATIONS A AMPS1AMPERAGE H ETAL HALIDE AFF ABOVE FINISHED FLOOR T. OUNTING AHJ AUTHORITY HAVING JURISDICTION CB AIN CIRCUIT BREAKER HU AIR HANDLER UNIT C./CDT. CONDUIT 0 �S AlN LUG ONLY ANUAL OTOR STARTER C.B. CIRCUIT BREAKER NEC NATIONAL ELECTRICAL CODE CLG CEILING NF NON -FUSED CU CONDENSING UNIT DISC DISCONNECT RTU ROOF -TOP UNIT EC ELLECTRICAL S�y SHUNT H TRIP CONTRACTOR TCH EF EXHA05T FAN TTB T LEPHONE TERMINAL BACKBOARD EQQPT EQUIPMENT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR/ EWC ELECTRIC WATER COOLER LIGHTNING ARRESTOR ER ELECTRIC WATER HEATER UNO WW UNLESS NOTED OTHERWISE GC GENERAL CONTRACTOR WATTS GFI GROUND FAULT INTERRUPTOR Wp WEATHERPROOF (NEMA 3R) GND.f G. GROUND V VOLTS H.uD. HEAVY DUTY PHASE HIPS HIGH PRESSURE SODIUM Q DRAWING NOTE HIP HRS HORS�E�PO�WIER RATED SWITCH IMC INTERMEDIATE METAL CONDUIT loc IWH INSTANTANEER OUS WATER HEATER KW KILOWATTS D ELECTRICAL LEGEND SCALE- NOT TO SCALE REVISIONS BY ' 00 co Y C I ¢off. �roti S U E ro y C\J c / p U � ti> ¢00 3 4 N ti N j tt A „ . s. pp ,.ir� t d, .2 Of C3 n a u ❑ o Z► ir ^+ o - !d 4 L3 w L cy 0 N C m t Ln v M M j � v Q 0 J 7 m m U-U V) v y 0 >. d c0 v Z os 0 Z coo m C O N m V) Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: WR Job: 21-018 Sheet El WATT STOPPER SENSOR TYPES (NOT ALL TYPES ARE USED) DT-300 OCCUPANCY WITH POWER PACK FOR LARGE RMS CEILING MOUNT LS-301 LIGHT LEVEL WITH LMRC-222 DIMMING POWER PACK DT-2250 FOR HALL WAYS CEILING MOUNT ® DT-355 FOR SMALL RMS 120V, 80OW MAX, CEILING MOUNT So DW-100 FOR SMALL RMS 120V, 800W MAX, WALL MOUNT MUSIC SYSTEM GENERAL NOTES. 1_ MUSIC SYSTEM TO BE PROVIDED BY THE CONTRACTOR 2_ CONTRACTOR TO COORDINATE EXACT EQUIPMENT LOCATIONS, QUALITY AND REQUIREMENTS WITH G_C AND OWNER m 7 f; m Q C' L-2 (Z3) EX L-20,22 CZ5) J L-24,2irp­ -(,ZS) ------ L-28,3C1Z5.) 3 EX iC 3 0 -13 IE) N 0 14 0 To Z3 LIGHTING ALLOWANCE CALCULATION 2020 F BC WATTAGE TOTAL ACTUAL ALLOWED PER WATTAGE' BALLAST BALLAST WATTAGE ROOM NAME AREA SQUARE FOOT ALLOWED LAMP TYPE QUANTITY WATTAGE USED DININGAREA 3596 0.96 3442.56 TYPE'DB' 52 32 1664 TYPE'PA/PB' 33 18 594 TYPE'PEI 6 60 360 TYPE'DA' 5 50 250 TYPE74' 32 11 352 TYPE'WD' 3 15 45 ENTRY 356 1 356 TYPE'DB' 6 32 192 TYPE'T4' 16 11 176 TYPE'WD' 2 15 30 FOOD PREP 622 1.06 659.32 TYPE'DB' 4 32 128 TYPE'PC' 2 18 36 TYPE'FA' 7 82 574 TOTALS 4564 4457.88 4401 COMPLIES BY 56-8811 € 6 VGA 0 0 L -21 VIA "Dr" L-10 (Z4) Nil" �10 ELEcTRICAL SCALE: 3/16"=1' -0" LIGHTING CONTROL GENERAL NOTES: C405.6A COMPLETION REQUIREMENTS- LIG1TING CONTROL ZONES/AREAS L LIGHTING CONTROL PANEL SHALL BE PROVIDED C4051o_4_I DRAWINGS. AUTO!.';ONTROL 5Y LIGHTING CONTROLA 5Y LIGHTING CONTROL < DESIGN OR APPROVED WITHIN 30 DAYS AFTER THE DATE OF SYSTEM 'Zl' - DINING AREA DAYLIGHT LIGHTING 71' WING ARE5AR EQUAL_ ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL - D AREA LIGHTING INSTALLATION SHALL 5E PROVIDED TO THE BUILDING In, - EXTERIOR BUILDING LIGHTING 2, UPON INSTALLATION THE LIGHTING CONTROL OWNER, INCLUDING. 'Z4' - BUILDINGS/SITE SIGNS 'Z5' - SITE LIGHTING PANEL TO BE PROGRAMMED BY SUPPLIER I. 1, A SINGLE -LINE DIAGRAM OF THE BUILDING 'Zro-Z8' REMOTELY VIA THE ADJACENT PHONE JACK ELECTRICAL DISTRIBUTION SYSTEM AND - SPARE BASED ON OPERATION DIRECTIVES AND TIMES 2. 2. FLOOR PLANS INDICATING LOCATION AND AREA MANUAL CONTROL BY DIMMER/SWITCH BANK PROVIDED 5Y THE FRANCHISEE. SERVED FOR ALL DISTRIBUTION_ 'Da' - DIMMING DINING DOWNLIGHTS DAYLIGHT 3. A PHONE JACK MUST BE PROVIDED IN CLOSE 'Db' - DIMMING DINING DOWJLIGHTS PROXIMITY t0 THE PANELS, SO THAT THE JUMPER C405fo_42 MANUALS_ ve - DIMMING DINING PENDANTS 'Dcl' - DIMMING SALAD BAR PENDANTS CAN BE SET TO REMOTELY PROGRAM. AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED t0 THE BUILDING OWNER. THE 'Se' - SWITCHING DINING WALL/DOWNLIGHTS 4" THE SHARING OF NEUTRALS IS STRICTLY MANUALS SHALL INCLUDE, AT A MINIMUM, THE 'Sf' - SWITCHING BAR DOW�ILICxHTS PROHIBITED. FOLLOWING: 'Dg' - DIMMING BAR PENDANTS L 1_ SUBMITTAL DATA STATING EQUIPMENT RATING 'Dh' - DIMMING ENTRANCE TRACK LIGHTS rd, DIMMING DINING TRACK LIGHTS 5, THE CONTRACTOR SHALL PROVIDE A FUNCTIONAL AND SELECTED OPTIONS FOR EACH PIECE OF - TEST OF THE LIGHTING: CONTROL SYSTEM PER FBC EQUIPMENT REQUIRING MAINTENANCE. 'Sf' - SWITCHING ENTRY/PIT LIGHTS 'Dk' - DIMMING PIT PENDANT LIGHTS £NR3Y oNsERVATION SECTION 4083 BY THE EC MANUFACTURER'S REP PRIOR TO FINAL INSPECTION. 2_ 2. OPERATION MANUALS AND MAINTENANCE 'DI' - DIMMING NEW DINING AREA DOWNLIGHTS THE CONTRACTOR SHALL PROVIDE THE ENGINEER MANUALS FOR EACH PIECE OF EQUIPMENT AND AHJ THE CERTIFICATION FROM THE REQUIRING MAINTENANCE_ REQUIRED ROUTINE MANUFACTURER THE THAT THE LIGHTING CONTROL MAINTENANCE ACTIONS SHALL BE CLEARLY NOTES: SYSTEMS HAVE BEEN TESTED TO ENSURE THAT IDENTIFIED. 1, VERIFY EXACT FIXTURE LAMP TYPE WITH OWNER CONTROL HARDWARE AND SOFTWARE ARE 3_ 3_ NAMES AND ADDRESSES OF AT LEAST ONE SELECTED FIXTURE PRIOR TO INSTALLATION_ CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH QUALIFIED SERVICE AGENCY, 2_ FURNISH AND INSTALL COMPATIBLE DIMMER AND DIMMER CONTROL WIRING AS REQUIRED. THE CONSTRUCTION DOCUMENTS AND MANUFACTURES INSTRUCTIONS_ FUNCTIONAL TESTING SHALL 5E IN C40632 DOCUMENTATION REQUIREMENTS. COORDINATE WITH LIGHTING SUPPLIER_ 3, FURNISH AND INSTALL FAN SPEED CONTROL ACCORDANCE WITH FBC FOR APPLICATION CONTROL DOCUMENTS CERTIFYING THAT THE INSTALLED SWITCH t WIRING AS REQUIRED, COORDINATE WITH TYPE" LIGHTING CONTROLS MEET DOCUMENTED LIGHTING SUPPLIER 1 TIME -SWITCH CONTROL FUNCTIONS SHALL HAVE PERFORMANCE CRITERIA OF SECTION ARE t0 BE PROVIDED t0 THE BUILDING OWNERR WITHIN 90 .LIGHTING CONTROL CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. CONTROL FOR NO MORE THAN TWO HOURS PER FBC SECTION C405221 8, THE CONTRACTOR SHALL PROVIDE DRAWINGS AND MANUALS To THE OWNER PER F5C. G C 101 I Ltd KEYED NOTES DRAWING NOTES O L ELECTRICAL WORK IN THIS AREA IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE_ 2_ PROVIDE FINAL CONNECTION TO SIGN_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SIGN INSTALLER AND OWNER 3, ROUTE HOME RUN VIA LIGHTING CONTROL PANEL (LCP), COORDINATE EXACT PROGRAMMING WITH OWNER_ 4, PROVIDE LIGHTING CONTROL PANEL (LCP) BLU£BOX BY LCtp WITH 8 RELAYS/ZONES AND TIMECLOCK, COORDINATE EXACT LOCATION, REQUIREMENTS AND PROGRAMING WITH Gr, AND OWNER 5, PROVIDE A WP CEILING MOUNTED OCCUPANCY SENSOR FOR THE CONTROL OF LIGHTS IN THIS ROOM/AREA, PROVIDE A POWER PACK AS NEEDED, 6, ROUTE HOME RUN VIA LIGHT DIMMER OR SWITCH AND THEN LIGHTING CONTROL PANEL (LCP). PROVIDE AN UNSWITCHED CONDUCTOR THROUGHOUT THE CIRCUIT FOR ALL EMERGENCY, NIGHT AND EXIT LIGHTS, -I, PROVIDE A DIMMER/SWITCH BANK. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER DIMMERS TO OPERATE ON THE ROOM CONTROL SYSTEM WITH THE POWER PACKS, REFER TO LIGHTING CONTROL SCHEDULE ON THIS SHEET. 8_ MASTER SWITCH FOR LIGHT CONTROL AND AFTER HOURS OVER RIDE OF LIGHTING CONTROL PANEL, S. PROVIDE A LIGHT LEVEL SENSOR FOR CONTROL OF DAYLIGHT LIGHTING ZONE, CONNECT TO LIGHTING CONTROL PANEL PER MFR RECOMMENDATION. 10, PROVIDE FINAL CONNECTION TO CEILING FAN AND CONTROL_ COORDINATE EXACT REQUIREMENTS WITH G G, AND OWNER 11, TIE TO EXISTING KITCHEN LIGHTING CIRCUIT AND CONTROL_ PROVIDE AN UNSWITCHED CONDUCTOR FOR THE EXIT SIGN. FIELD VERIFY EXACT BRANCH CIRCUIT, PROVIDE NEW BRANCH CIRCUIT WIRING INDICATED WITH AN UNSWITCHED CONDUCTOR FOR ALL EMERCsENCY AND EXIT LIGHTS. THE CONTRACTOR SHALL VERIFY WITH AN AMPROBE THAT THE EXISTING CIRCUIT HAS ADEQUATE CAPACITY AND NOTIFY THE ARCHITECT IN THE EVENT OF ANY CONFLICT, 12, INTERCEPT EXTERIOR AND SITE LIGHTING CIRCUITS AND ROUTE HOME RUN VIA LCP_ NEW WIRING TO BE SAME SIZE AS EXISTING_ FIELD VERIFY EXACT CIRCUITS, 13. INTERCEPT SITE SIGN LIGHTING CIRCUITS AND ROUTE HOME RUN VIA LCP. NEW WIRING t0 BE SAME SIZE AS EXISTING. FIELD VERIFY EXACT CIRCUITS, 14, LIGHT FIXTURE TO MATCH EXISTING LIGHT FIXTURE TYPE IN THIS AREA_ FIELD VERIFY AND COORDINATE WITH G,G, AND OWNER 15, RELOCATED LIGHT SWITCH FOR KITCHEN LIGHTS. EXTEND EXISTING WIRES/CONDUIT TO NEW SWITCH LOCATION, FIELD VERIFY EXACT LOCATION AND COORDINATE WITH G.G, AND OWNER. eq&WW" . NOTES 1, REFER TO SHEET E4 FOR LIGHT FIXTURE SCHEDULE, 2, CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND ADJUST FOR ACTUAL FIELD CONDITIONS AT NO EXPENSE TO OWNER REPORT TO THE ARCHITECT AND OR ENGINEER ANY DISCREPANCIES WITH THE PLANS AND EXISTING CONDITIONS, 3_ "NL" DESIGNATION INDICATES FIXTURE TO BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION, 4. COMPLY WITH NEC 410J30.G FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES, 5. THE CONTRACTOR SHALL VERIFY THE CONDITION OF THE EXISTING LIGHT FIXTURES DURING THE MANDATORY SITE VISIT AND INCLUDE THE REPAIR OF ALL THE EXISTING LIGHT FIXTURES, THE CONTRACTOR SHALL REPAIR ALL LAMPS AND BALLASTS AS REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM. 6, THE CONTRACTOR SHALL VERIFY THE CONDITION OF THE EXISTING LIGHT FIXTURE LENS AND PROVIDE NEW LENS WHERE THEY ARE FOUND TO BE DAMAGED. CRACKED OR DISCOLORED. REVISIONS BY o y m CO ¢ � 00 o o y ti U E / U p Qo,°O 3 o ti .� � A � ti E ti a � N M � I P ® " 3m� nY@�. " W $ Q a 2 d W ELCd c<L 0 �N +' s Z 00. sC a IL N a U U W L CY 0 cv C m �A I v M } Q � C o Q o�v m m U- 0 w U) C t ;0 to >.CL O -C Z O C N 0 m V Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DIG Drawn: IT/WR Job: 21-018 Sheet E2 II111 I IIl kl uL it e,JsllL.4.11�11.tl.1u. .3A X.:.���Nil dIII tl10 111 .. I�1.. h. !: I.F i. _. PANEL NEW SURFACE MOUIS'TED 120'208 VOLT 3 PHASE 4 WIRE NVITH CRO( ND 200A MLO NENIA I 42.000 AIC NOTES CKT, DESCRIPTION BREAKER A B C BREAKER DESCR.IPTION CKT. NOTI NO. TRIP POLE VOLT VOLT POLE TRIP NO. 7 1 REACH -IN REFRIGERATOR [50] 15 1 120 996 3460 208 3 40 RTU-1 { j 2 4 7 3 RFA CH-Pti REFRIGERATOR [28] 20 I 120 - 1440 L 33460 --------- 4 4 7 5 PREP R.EFRICERATOR.[54] 15 1 120 1032 3460 ------ 6 4 7 7 BEV. TABLE [60] 241 1 120 1440 1000 120 1 2d PIT TABLE. U'EIVEiLA.L RECEPT. 8 7 9 SPARE 20 1 120 120 1 20 SPARE 10 5 11 COFFEE MAKER [621 20 1 120 I440 1200 I20 I 20 YROTEC'TOR 12 5 5 13 COFFEE MAKER [62] 20 1 120 1440 250 120 2 2CM PROM SCREEN 14 5 7 15 UC ICE CHEST [85] 20 1 120 1200 1500 120 1 20 -DR 81B 16 5 7 17 UC ICE CHEST [851 20 1 120 1200 120 1 20 SPARE 18 7 19 tic MUGFROSTER [82] 15 1 120 276 12CxI 120 I IS GAS S1r10KER ( j 20 5 7 21 BEER DLSPEI SER [83] 15 1 120 756 120 1 15 SPARE 22 7 2 UC REFRIGEIZ \TOR [81] 15 I 12G 276 840 120 1 20 aAAS SMOKERFAIti 24 5 7 25 SODA 01IV i86] (} 20 1 180 1200 490 120 1 20 SODA DLSPEtiSER [E59] 26 7 7 27 BAR RECEPTACLE -I 20 1 120 1000 480 I20 1 20 SODA DISPadSER 59] 28 7 29 SPARE 15 1 120 208 3 30 SPARE 30 7 3I M ODI LARBAR DIE ["1 20 1 120 ISO ---- 32 7 ? UNDERBARLIQUORDISPLAY[93] 20 1 120 180 --- ---- 34 7 _5 BARRECEPTACLE-2 20 1 120 I000 120 I 25 SPARE 36 7 37 COOP" AivDHOLD-I [64] 20 1 120 1700 120 I 25, SPARE 3$ 7 39 COOK AND BOLD-2 [641 20 1 120 1700 3000 208 2 40 HOT FOOD WELL UNIT [47] f'F) 40 7 41 SPARE 20 1 120 30tX1 ----- 42 7 43 SPARE 20 1 126 208 2 30 SPARE 41 45 SPARE 20 I. I20 --- 46 47 SPARE 0 1 1 120 208 2 20 SPARE 48 49 SPARE 20 I I20 --- 50 51 SPARE 20 I 1-0 120 1 1 15 SPARE 52 53 SPARE 20 1. 120 0 120 1 15 SPARE 54 55 SPARE 20 1 .12d 4320 208 3 100 PAN7 L °CT { ) 56 5 57 SPARE 20 1 120 4320 ----- 58 5 59 SPAR 20 1 I.20 4320 ----- 601 5 CONNECTED NNECTED N%A SYSTE114 VOLTS 'HASEAMYS 179421 19036 17768 148-VOTE(] DEMA.NDLOAD v'ER=BREAAKERSIZE WITH EQUMIIEI,4TIVAMEPLATE. 0 VA 0 VA 0 VA 10380 VA 1-0830 VA d VA 15298.4 VA 46508 VA 129 AMPS 120/208V, 3 PHASE 150 159 NOTES LOAD TYPE IS LARGER. CONNECTED NECDEMAND I LH3HTING 0 1-1-5 2 RECEPTACLES 0 1 3 AIR CONDITIONMNNG 0 0 4 HEATING 10380 1 5 MISC_ NON -CONTINUOUS 20830 1 5 CONTINUOUS 0 7 KITCHEN 23536 #125L I20, 205V_ 3 PHASE NEW PNL 'A' V' i 12 11 PNL BUILDING 1 'MDP' MAIN 0 UTILITY tRANSFORMER 0 L IGHTS AND i 7 0 vr11 A-2 2 -32 VOLTAGE DROP STUDY TYPICAL BRMNCH CIRCUIT CALCULATIONS ALL COPPER BRANCH CIRCUITS WIRE TYPE CU=I TOTAL % WIRE TYPE AL=2 VOLTS VOLTS DROP DROP FROM FROM DISTANCE LOAD WIRE WIRE OF LIME PA\EL PANEL FROM TO IN FEET CURRENT TYPE SIZE RUN S PHASE VOLTS TYPICAL MAXIMUM 20 A IP CIRCUIT LENGTHS PAINEL 1000 VA LOAD 130 8 .1 12 1 1 120 3.57 3.0 P.A.NEL 1000 VA LOAD 210 8 1 10 1 1 120 163 3.0 P_A.NEL 1200 VA LOAD 110 10 1 12 1 1 120 3.64 3.0 PANEL 1200.VA LOAD 175 1.0 1 10 1 1 120 3.64 3.0 PANEL 1500 VA LOAD 87 1.3 1 1.2 1 1 120 3.60 3.0 PANEL 1500 VA LOAD 140 13 1 10 1 1 120 3.64 3.0 PANEL 1800'`ALOAD 72 15 1 12 1 1 120 3.57 3.0 PANEL 1800 i'A LOAD 115 15 1 10 1 1 120 3.59 3.0 VOLTAGE DROP NOTES: 1_ ALL CONDUCTORS COMPLY WITH THE VOLTAGE DROP REQUIREMENTS: FEEDER VOLTAGE DROP DOES NOT EXCEED 2%. BRANCH CIRCUIT VOLTAGE DROP DOES NOT EXCEED 3%. U t3 E Vi 3 7 ! 2: g PN 'L' LCP A-26;` 69 P1-36 A=3 Arai K1F244 ;qq A5LIETC. P (Tl'P) I 4,CHDIS I I I .... )A I 87 I i ! ! I I' ` ! GF11... _.._. _.._.._.__ 3 I Og 4 MOUNT RECEPTACLES - A-2,4,6 HORIZONTALLY ABOVE TYP -t-, i OP! CTl'F a EQUIPMENT ON THE 1 ROOF, FIELD VERIF EXACT LOCATION ......................... r_i N P1 PI J 3 _1 ............ _............ O ELECTRICAL POWER PLTq SCALE: P1- 14 01 rd! i I ... . E f 3 CLG CLG4 A-f 15 J dsEW. 1 4L PROJECT NOTES 1_ BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK THE SU5MISSION OF A 51D WILL 5E EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT 5E ALLOWED. 2. ALL EXISTING CIRCUITS TO REMAIN SHALL 5E RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS_ 3. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. FIELD VERIFY WHERE REQUIRED AND INDICATE ACTUAL CIRCUIT USED ON THE AS-5UILT DRAWINGS. 4, COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS, 5_ WHERE EXISTING PARTITIONS OR WALLS ARE SHOWN TO 5E REMOVED CONTRACTOR SHALL REMOVE DEVICES TO NEAREST SOURCE JUNCTION 50X AND SHALL MAINTAIN SERVICE TO REMAINING DOWNSTREAM ELECTRICAL OUTLETS. COORDINATE THE DEMOLITION OF THE EXISTING WALLS WITH ARCHITECTURAL DRAWINGS_ ro. PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS NECESSARY TO REMAIN_ IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. 1. REMOVE ELECTRICAL EQUIPMENT AND INSTALLATIONS, INDICATED t0 5E DEMOLISHED, IN THEIR ENTIRETY_ WHERE THE EXISTING EQUIPMENT INDICATED TO 5E DEMOLISHED CONTAINS 5RANCH CIRCUITRY SERVICING OUTLETS THAT ARE EXISTING TO REMAIN, RELOCATE THE 5RANCH CIRCUIT TO AN ALTERNATE PANEL AND INDICATE THE CHANGE ON THE AS-5UILT DRAWINGS_ 8, ABANDONED WORK: CUT OR REMOVE RACEWAY SLEEVES AND WIRING, INDICATED TO 5E ABANDONED IN PLACE, BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH SURFACE TO MATCH EXISTING FINISH. 9, REMOVE ALL EXISTING FLOOR BOX BRANCH CIRCUITS COMPLETELY SACK TO PANEL. REMOVE FLOOR DATA WIRING COMPLETELY 5ACK TO SOURCE. REMOVE FLOOR 50X COVERS AND FLANGES AND GRIND FLOOR 50X TO BELOW FINISHED SLAB TO PREPARE FOR CONCRETE FINISH WORK COORDINATE WITH GENERAL CONTRACTOR 10. THE CONTRACTOR SHALL INCLUDE WITHIN THE BID ALL REQUIRED OFF HOUR, OVERTIME, AND NON -BUSINESS HOUR WORK AS REQUIRED t0 PERFORM THE DEMOLITION WITHOUT DISRUPTING THE BUILDING TENANTS NORMAL BUSINESS OPERATIONS_ 11_ REMOVE ALL DATA WIRING AND EQUIPMENT RACKS THAT WILL NOT 5E RE -USED. RELOCATE TELEPHONE DEMARC CONDUIT t0 NEW LOCATION AS REQUIRED_ 12, ALL DEMOLISHED EQUIPMENT AND WIRING SHALL 5E REMOVED FROM SITE AND PROPERLY DISPOSED OF, OR TURNED OVER TO THE OWNER At THE OWNER'S SOLE OPTION, c�Nw f"L NOTES 1, ALL 15 AND 20 AMP, 125 VOLT RECEPTACLES IN THE KITCHEN AND SERVICE AREA SHALL 5E GFCI PROTECTED IN ACCORDANCE WITH NEC 210.8(5X2)_ PROVIDE GFCI RECEPTACLES IN THE KITCHEN AND SERVICE AREA. 2. DEVICE LOCATIONS AND MOUNTING HEIGHTS SHOWN ARE RECOMMENDED, HOWEVER FIELD CONDITIONS MAY VARY_ 3. COORDINATE THE EXACT LOCATIONS AND MOUNTING HEIGHTS OF RECEPTACLES, VOICE/DATA OUTLETS AND ALL OTHER ELECTRICAL DEVICES WITH THE OWNER PRIOR TO ROUGH- IN. 4, ALL DEVICE DIMENSIONS ARE AFF TO C/L UNLESS OTHERWISE 5. POS - POINT OF SALES TERMINAL. LABEL RECEPTACLE "POS ONLY". COORDINATE CONDUIT ROUTING AND JUNCTION 50X LOCATIONS FOR POS NETWORK WIRING WITH THE OWNER PRIOR TO ROUGH- IN 6, REFER TO KITCHEN EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. VERIFY ALL EQUIPMENT REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN 1 KITCHEN EQUIPMENT AND RJR_ ERATION IS TO 5E PROVIDED 5Y THE OWNER VERIFY ALL EQUIPMENT PRIOR TO ROUGH -IN_ 8, NO AS-5UILT OR PANEL SCHEDULE INFORMATION IS AVAILABLE. THE CONTRACTOR SHALL VERIFY CIRCUITS WITHIN THE EXISTING PANELS THAT AREA EXISTING TO REMAIN AND NOTIFY THE ARCHITECT IF ANY CONFLICT ARISES WITH THE NEW EQUIPMENT CIRCUITS PRIOR TO ROUGH- IN 9, PROVIDE JUNCTION BOXES AT TOILETS, SINKS AND OPTIONAL URINAL IF ALTERNATE "HANDS FREE" TOILET FIXTURES ARE BEING PROVIDED. 10, COLOR OF RECEPTACLES AND COVER PLATES ARE TO COMPLIMENT SURROUNDING WALL (Ej3.: 5ROWN/5ROWN IN WOOD PANELING, ETC) 11, ALL RECEPTACLES IN PUBLIC AREA TO 5E TAMPER RESISTANT. 12_ CONTRACTOR SHALL LABEL ALL RECEPTACLES WITHIN THE STORE AS FOLLOWS: "PANEL ID -CIRCUIT NUMBER". 13, ALL RECEPTACLES AND SWITCH COVER PLATES WITHIN THE KITCHEN SHALL 5E STAINLESS STEEL. COORDINATE COLORS AND STYLES OF ALL DEVICE COVER PLATES IN ALL OTHER AREAS WITH THE ARCHITECT AND OWNER NOTES DRAWINGS NOTES : O f 1_ ELECTRICAL WORK IN THIS AREA IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2_ PROVIDE FACELESS GFCI TO ALLOW RESETTING OF INACCESSIBLE GFCI RECEPTACLES. COOPER VGFD20V OR EQUAL. 3. COMBINATION U55 CHARGER WITH TAMPER RESISTANT RECEPTACLE. BLACK COLOR 5Y COOPER TR-1-140-5K OR EQUAL. 4. RECEPTACLES AND LOW VOLTAGE 5ACK50X FOR FLAT SCREEN TV MOUNTED ON WALL AT '12" AFF (UNLESS OTHERWISE NOTED), EACH TV SHALL 5E PROVIDED WITH (2) CAT.6 4 (D-R3-6 TO A/V RACK.. CAT 6 TO 5E TESTED, LABELED AND PUNCHED DOWN INTO I GANG JACK (T-5685)_ RCS-6 TO 5E TESTED, LABELED AND TERMINATED WITH STANDARD F CONNECTOR. 5. JUNCTION 50X FOR HAND DRYER_ REFER TO INSTALLATION INSTRUCTION PRIOR TO ROUGH -IN. 6_ PROVIDE AN ELECTRICAL PANEL. REFER TO RISER DIAGRAM AND PANEL SCHEDULE ON SHEET E5 FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH G C. AND OWNER. -1_ PROVIDE A RECEPTACLE AND FINAL CONNECTION TO GAS SMOKER_ COORDINATE EXACT LOCATION AN REQUIREMENTS WITH G.G. AND OWNER, 8. PROVIDE 60/3/40/3R DISCONNECT AND FINAL CONNECTION TO ROOF TOP UNIT. EXTEND 3 06 AND 1 010 E.G, IN 3/4"C, FUSE PER NAME PLATE. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR- 'B. RELOCATED ELECTRICAL PANEL V. RECONNECT PANEL 'L' t0 EXISTING FEEDER INTERCEPT AND EXTEND THE EXISTING 5RANCH CIRCUITS THAT MUST REMAIN TO NEW PANEL 'L' LOCATION. VERIFY EXACT LOCATION AND REQUIREMENTS WITH G.C. AND OWNER PROVIDE PANEL CLEARANCE PER NEC. 10. REUSE EXISTING HOOD LIGHT AND CONTROL BRANCH CIRCUITS FOR RELOCATED HOOD. FIELD VERIFY EXACT BRANCH CIRCUIT AND COORDINATE FINAL REQUIREMENTS WITH GC, MECHANICAL CONTRACTOR AND OWNER 11, PROVIDE F/A RELAY FOR HOOD CONNECTION TO FIRE ALARM SYSTEM_ ACTIVATION OF HOOD FIRE SUPPRESSION SHALL COMMUNICATE AN ALARM CONDITION t0 BUILDING FRCP AND TRIP SHUNT TRIP 5REAKER OF PANEL 'K3'. FIELD VERIFY EXACT REQUIREMENTS. 12. EXISTING ELECTRICAL PANEL TO REMAIN. REFER TO RISER DIAGRAM AND PANEL SCHEDULE ON SHEET E5 FOR REQUIREMENTS. 13. PANEL IS PROVIDED WITHIN CARVING TABLE 5Y THE MANUFACTURER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH EQUIPMENT SUPPLIER, NAME PLATE AND OWNER 14_ PROVIDE A RECEPTACLE AND LOW VOLTAGE OUTLETS FOR A PROJECTOR COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER 15_ PROVIDE FINAL CONNECTION TO PROJECTOR SCREEN. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH OWNER REVISIONS BY i 00 00 N rs. 00 o ti E - o u � ti u yxti� x u ro u ¢o,°O 3 * N N Cn l ;N ... f .,� 4y s • � • a�T •� :O 0 d 0o � o M a� U 0"'N Z� - Cla 1L L [] H a N V U w i CY O N c m 1* Lo _ v M o a 0, m m L` V U) V) ° = u - os� Z Z to c° N 0 m Q� (/) Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: IT/WR Job: 21-018 Sheet E 3 ELECTfRIGAL FOOD &EIRVICE EQUIFMENT ITEM* QTY KITCHEN EQUIPMENT STUB EQUIPMENT ELEC REQUIREMENTS ITEM 0 QTY KITCHEN EQUIPMENT 5TU8 EQUIPMENT ELEC REQUIREMENTS LIGHTING FIXTURE SCHEDULE 1 0 N COOLER- LIGHTS 120" 12OV, 10A, IP/20A, 3M2, 1/2"C ...Total Lamps P 1) 0 COOLER COIL 1201, 208V, 3PH, 2.4A, 3P/20A, 4M2, I/2"C PROVIDE A DISCONNECT 30/3MP/3R Type Descr ptlon Watt No, Watts Type Mounting 12 0 COOLER CONDENSER 208V, 3PH, 16_IA, 3P/30A, 4-MO 3/4"G, PROVIDE A DISCONNECT 30/3/NP/3R 8 P.05_SYSTEM „ 48 12OV, 15A, IP/20A, 5-20R, 3M2, 1/2"C_ GENERAL PURPOSE REcEP. PROVIDE DATA OUTLET/s BATTERY BACKUP EMERGENCY LIGHTING UNIT. BLACK POLYCARBONATE HOUSING ........ __ ........ ......... BP LED LAMPS .... ......... ............ ....... .. _.........� _ ...... _ ................ ..... ..... SURE LITES LEM BK OWNER / ENGINEER APPROVED EQUAL 0.33 - 0.33 LED UNIVERSAL 13 0 FREEZER COIL 120 �� 208V, 3PH, 9bA, 3P/20A, 4«92, I/1"G, PROVIDE A DISCONNECT 30/3/NP/3R 81 2 UNDERGOUNTER REFRIGERATOR 18" 120V, 23A, 1P/15A, 5-15R 3"12, I/1"G IEt 0 FREEZER CONDENSER 208V, 3PH, WBA, 3P/30A, 6010 3/4"C, 82 I UNDERCOUNTER MUG FROSTIER TO IN 18" 12OV, 23A, 1P/15A, 5-15R, 3'M2, 1/2 "C BPW BATTERY BACK UP EMERGENCY LIGHTING UNIT. BRONZE POLYCARBONATE HOUSING. LED LAMPS __.. _ SURE LITES SELW BZ ...... _ ..._ OWNER / ENGINEER APPROVED EQUAL 0.33 - 0.33 LED UNIVERSAL PROVIDE A DISCONNECT 30/3/NP/3R VERIFY PRIOR ROUGH 8 0 SODA BAG'N' BOX RACK 18" 120v12AIP/20A, 520R3012 , , , -, , 1/2"C VERIFY WITH SUPPLIER 83 1 BEER COOLER /DISPENSER 18 11 'I 120v, 63A, 1P/15A, 5-15R 3►12, 1/Z C 18 0 DISHWASHER 6011 206V, 3PH, 463A, 3P/60A, 404, 1010 EG 1-1/4"G, PROVIDE A DISCONNECT 60/3/NP/3R 84 1 MODULAR BAR DIE 120V, IBA, IP/20A, 5-20K 3012, 1/2"C GEN PURPOSE RECEP 12OV, 5.6A, IP/15A, 1P SWITCH HP, 3012, 12OV, (2) 10A, IP/20A, HARDWARE CONNECTION CEILING FAN 52" BLADE DIAMETER. BRUSHED NICKEL FINISH 120VAC. PROVIDE WTH FAN 19 0 CONDENSATE HOOD (FAN) 1/2"C EXHAUST FAN 85 1 UNDERBAR ICE CHEST STUB UP AND CONNECTION TO CONY, OUTLET CF1 SPEED CONTROLLER. KICHLER330242NI 67 1 67 - SURFACE 20 0 ICE MAKER 108" 208V, 1PH, 15S3A, 2P/20A, 4012, 1/2"C, PROVIDE A DISCONNECT 30/2/NP/3R 86 2 SODA GUN 120V IOA, 1P/20A, 5-20R, 3#12, 1/2"C VERIFY WITH VENDOR 10 AMP 4 SPEED ROTARY SWITCH KICHLER 370040 28 1 REACH -IN REFRIGERATOR 18" 12OV, 12A, IP/20A, 5-20R, 3" 12, 1/2 "G 81 1 UNDERBAR BLENDER STATION 120V, 15A, IP/20A, 5-20K 3I12, 1/2"C GEN PURPOSE RECEP _........_ OWNER I ENGINEER APPROVED EQUAL CEILING FAN RATED FOR EXTERIOR LOCATION 31 1 RE-THERMALIZER 12OV, 2A, IP/20A, 5-20R, 3012, 1/2"C 92 0 BOTTLE COOLER 120V, 32A, 1P/15A, 5-1 R, 3012, 1/2"C ... .... ............................................. .. ....................... COORDINATE WITH OWNER CF2 67 1 67 - SURFACE 32 2 COMBINATION OVEN -STEAMER "/36" 120/208V, 3PH, 4-IJA, 3P/60A, 60/3/NF I UNDERBAR LIQUOR DISPLAY 120V, IBA, IP/20A, 5-20R, 3*12, 1/2"C 404,1010EG, 1-1/4"C HARDWIRE GEN PURPOSE RECEP 32A 1 COMBO OVEN -STEAMER HOOD 90 0/208V, PH, 05A, 2P/ 5A, 6- 5R 3+'12, 1/2"G 95 0 SALAD BAR VERIFY PRIOR TO ROUGH IN 120V, 5B3A, IP/20A, 5-20R, 3°I2, 1/2"C RECESSED, FLUORESCENT, LENSED DOWNLIGHT. 6" APERTURE. 4-PIN 524q BASE. UNIVERSAL 33 0 FREEZER IS" 120V, IOAA, IPADA, 5-15R, 3012, 1/2"C 91 I EXISTING ICE MAKER 108" FIELD VERIFY EQUIPMENT NAME PLATE. . ...,.,, .., ,. ... .,.. .. .._...................................................... ....._... .., ,. ,. ..,.. ._.._ ............... ._... ....... ....:.... ELECTRONIC BALLAST DA _.. _.. _ 50 1 50 TTT RECESSED HALO PD6H142E 62H 1 GC 34 1 FRYER BATTERY W/ FILTER IS" 120V, 6.0A, IP/15A, 5-15R, 3012, 1/2"G .. ................... ...... .... OWNER / ENGINEER APPROVED EQUAL 34A 0 FRYER BATTERY (HEAT LAMP) IS" 120V, S.OA, 110/15A, 5-I5R, 3012, 1/2"G RECESSEDLED DOWNLIGHT.6"APERTURECOLOR DB ......._ ._........... _... ................................................. DIMMING STANDARD_ MEDIUM REFLECTOR. SELF FLANGED. SEMI SPECULAR CLEAR REFLECTOR 32 1 32 - RECESSED 36 1 REFRIGERATED STAND 18" 120V, 29A, 1P/15A, 5-15R, 3"12, 1/2"C PORTFOLIO LD6A20 D010TE-ERM6A20 8-40 ......... ...... ........ ....................................................... OWNERIENGINEERAPPROVED EQUAL 38 0 HOOD (CONTROL PANEL) 12OV, 5A, IP/20A, J-BOX, 3012, 1/2"C EQUIPMENT SCHEDULE NOTES: 2'x4' FLUORESCENT TROFFER. (3) 32W T8 LAMPS. UNIVERSAL VOLTAGE ELCTRONIC BALLAST. 383 0 HOOD (LIGHTS) 12OV, 5A, IP/20A, J-Box, 3012, 1/2"C I_ COORDINATE FINAL EQUIPMENT REQUIREMENTS WITH EQUIPMENT NAME PLATES, GG_ FA METALUX2GR8 332AUNVE681 " 85 3 32 T8 RECESSED AND OWNER PRIOR TO ROUGH- IN, OWNER / ENGINEER APPROVED EQUAL WARMING 4 HOLDING CABINET 18" 120/208V, 3PH,23 ZA, 3P/30A, 15-30R 2. REFER TO MANUFACTURER EQUIPMENT CUT SHEETS AND INSTALLATION INSTRUCTION EXTERIOR LED SPO LIGHT. CORROSION RESISTANT ALUMINUM HOUSING 4000' K COLOR 35 1 VERIFY MODEL BEFORE ROUGH -I 4+M0,1�MOEG, 3/4'C , CORD AND CAP FOR ADDITIONAL REQUIREMENTS. TEMPERATURE WET LOCATION LISTED UNEVOLTAGE.120/12VOLT INTEGRAL TRANSFORMER. FED FROM CARVING TABLE PANEL 'CT' 44 2 SLICER 3. PROVIDE RD R EQUIREECEPTACLES, BR, D JUNCTION OXES, STARTEISCONNECTS, BY EQUIPMENT MANUFACTURER FL1 ...... ..... .._ LUMIERE SANIBEL 10LED4041 120/12 BK 10 10 LED SURFACE CORDS, ETC TO EACH EQUIPMENT AND COMPLETE ELECTRICAL INSTALLATION TO OWNER/ENGINEER APPROVED EQUAL 46 4 DRAWER. WARMER FED FROM CARVING TABLE PANEL Gt EACH EQU PMENt PER NEC_ BY EQUIPMENT MANUFACTURER V CORD INDUSTRIAL PENDANT LIGHT 16 DIAMETER BLACK FINISH 120 _ "...... _ A D HUNG PROVIDEWITH 120/208V1PH289A, 2P/40A, 6-50R 41 I DROP -IN HOT WELL UNIT 1S , RETROFIT DIMMABLE LED LAMP _........ ... _.... 18 1 18 LED PENDANlei], �� 3%, 1010 EG I C BARN LIGHT ELECTRIC WHA16-C-150-SBK 48 0 PREP. REFRIGERATOR loll 12OV, SA, IPADA, 5-15R, 3012, 1/2 "C OWNER /ENGINEER APPROVED EQUAL DEEP BOWL SHADE PENDANT. 10"DIAMET ER. RED FINISH, CORD HUNG. PROVIDE WITH 1S" R 3"12, I/2"G 50 1 REACH -IN REFRIGERATOR 120V, 83A, 1P/15A, 5-15 PB RETROFIT DIMMABLE LED LAMP __. _._.. _............. . 18 1 18 LED PENDANT BARN LIGHT ELECTRIC BLE C DBW10 PC 097 SBK 100 FED FROM 1 CARVING TABLE PANEL 'CT' 51 1 PICK-UP WORK COUNTER BY EQUIPMENT MANUFACTURER OWNER / ENGINEER APPROVED EQUAL HEAT LAMP FED FROM CARVING TABLE PANEL 'CT' INDUSTRIAL PENDANT LIGHT 12" DIAMETER BLACK FINISH 120V: CORD HUNG. PROVIDE WITH 53 2 VERIFY PRIOR TO ROUGHIN BY EQUIPMENT MANUFACTURER ... RETROFIT DIMMABLE LED LAMP._ 54 1 SANDWICH / SALAD PREP loll 12OV, 1PH, 816A, IP/15A, 5-15R PC BARN LIGHT ELECTRIC WHA16-C-150-SBK 18 1 18 LED PENDANT REFRIGERATOR 3M2, 1/2 "C , CORD AND CAP ..... ............. ............... OWNER / ENGINEER APPROVED EQUAL 59 2 SODA, WATER 4 ICE DISPENSER loll 12OV, 1PH, 4A, IP/20A, 5-20R FOOD WARMING PENDANT. 9„ REFLECTOR WIDTH GALVANIZED STEEL FINISH. VERIFY PRIOR TO ROUGH -IN 3°12, 1/2"C , CORD AND CAP BEVERAGE TABLE W/ SINK 12OV, 1PH, 12A, 1P/20A, 5-20R PD BARN LIGHT ELECTRIC BLE-C FW-CAN _ . 250 1 250 INCAND. PENDANT 60 I VERIFY PRIOR TO ROUGH IN 3+M2, 1/2"C , CORD AND CAP ARCHITECT SELECTED/CONTRACTORIN' STALLED S 12OV, 1PH, 12A, 1P/20A, 5-20R WRE CAGE PENDANT LIGHT CORD SUSPENSION. 75W INCADESCENT LAMP MAX. PROVIDE 62 2 COFFEE /TEA MAKER 3M2, 1/2"C , CORD AND CAP ...... WITH 60W EDISON STYLE LAMP PE 60 1 60w INLAND. PENDANT 64 3 COOK / HOLD OVEN IQ„ 12OV, 1PH, 142A, IP/20A, 5-20R V VERIFY PRIOR TO ROUGH IN 3012, la"C , CORD AND CAP ARCHITECT SELECTED ICONTRACTOR INSTALLEI ........... . RECEP 1 , 5-20R 3+'12, 1/2"C 65 2 WORK TABLE GEN PURPOSE GEN PENDANT EXTERIOR LIGHTIGHT FIXTURE 12OV, 1A, IP/20A, 1P SWITCH HR 3012, PF COORDINATE WITH OWNER _ 18 1 18 LED PENDANT 66 SMOKER 1/2 "C EXHAUST FAN 12 0 REFRIGERATOR 1$" 120V, 19A, IP/15A, 5-15R, 3M2, 1/2"C 4' TRACK SECTION: SINGLE CIRCUIT TRACK SYSTEM LINE VOLTAGE 14 0 WORKTOP REFRIGERATOR 18ll 12OV, 5.0A, 1P/15A, 5-15R, 3+12, 1/2"G ......... ............................................... ................... CON TECH LT-4-B T RACK HEAD: STEP CYLINDER LINE VOLTAGE STEEL HOUSING WITH BLACK BAKED ENAMEL 15 0 SODA 4 ICE DISPENSER le,, 12OV, 10A, IP/20A, 5-20R, 3*12, 1/2"C ...: .. .. F{NISH. E26 MEDIUM BASE PAR 38 T4 CON TECH LIGHTING CTL340 B .... 33 3 11 LED TRACK LAMP RETROFIT LED 11W PAR 38 LAMP. E26 BASE .... ... .... ..... _.... ..... ........ CURRENT LIMITER: 30OW END FEED QUANTITY PER PLANS ...... .. ... CON TECH LIGHTING LA-23-RN-B-REG3 ...... ... _....... ............... ... ...................... .... ....... _.. ......... ......... ............. _.. _.. _........ ............ .......................... _.. OWNER / ENGINEER APPROVED EQUAL INDUSTRIAL VAPORTIGHT WALL SCONCE. GALVANIZED STEEL HOUSING. CAST WIRE GUARD. LAMINATED 3 LAYER WHITE PLASTIC PLATE WITH BLACK WA SPECTRUM WJILEDCX-17W 35K E1 FJ f CG1 17 1 17 LED SURFACE ENGRAVED LETTERS. ATTACHMENT SHALL BE STAINLESS ........... STEEL WITH NUTS AND BOLTS OR RIVETS. (TYPICAL) OWNER /ENGINEER APPROVED EQUAL 1 /4" HIGH LETTERS VANITY WAL SCONCE 36" LENGTH. (2) 21W T5 LAMPS ELECTRONIC BALLAST NATRUAL. ... WB ALUMINUM FINISH ............. SH,4PER 600-364V-T 5/2121-120`~/ NA 45 2 21 T5 SURFACE PANEL'A' OWNER I ENGINEER APPROVED EQUAL SMALL EXTERIOR LED WALL PACK. DIE CAST ALUMINUM HOUSING CARBON BRONZE FINISH. ® ® N WC ................................................. 11 .. ....... _ . ........ 5000' COLOR TEMPERATURE WET LOCATION LISTED LUMARKXTOR3A 30 1 30 LED SURFACE 200A MLO, 120/208V 3 PHASE 4W OWNER / ENGINEER APPROVED EQUAL FED FROM PANEL ' M D P', 200A M C B EXTERIOR WALL SCONCE_ FULL CUTOFF. WET LOCAT ION LISTED PROVIDE WIT H LED RETROFIT WD .... _... ..... ._ ...... ............. ....... LAMP BLACK POWDER COAT FINISH ON LAMP SHADE GALVANIZED ARM. 60 1 64 A-15 SURFACE BARN LIGHT ELECTRIC W-SOH-LAF-PC-100 1/8" HIGH LETTERS AS REQUIRED OWNER IENGINEER APPROVED EQUAL LED EXIT SIGN. WHITE, POLYCARBONATE HOUSING. PUSH TO TEST BUTTON. RED NOTES: LETTERS X1 15 2 7.2 - UNIVERSAL 1. NEW NAMEPLATES MUST BE INSTALLED ON ALL ELECTRICAL PANELS TEMPORARY NAMEPLATES ALL PROEM APX7R ARE NOT ACCEPTABLE. OWNER /ENGINEER APPROVED EQUAL LED EXIT SIGN WITH TWO EMERGY HEADS. WHITE, POLYCARBONATE HOUSING. 2. THE AMPERAGE RATING ENGRAVED ON THE NAMEPLATE SHALL BE THE RATING OF THE MAIN PUSH TO TEST BUTTON RED LETTERS OVERCURRENT PROTECTION DEVICE, OR ITS TRIP DEVICE SETTING, OR DESIGN BUS CAPACITY XE 15 2 72 UNIVERSAL IN THE ABSENCE OF A MAIN OVER CURRENT DEVICE, NOT THE SWITCHBOARD OR PANELBOARD COORDINATE WITH OWNER BUS RATING. OWNER I ENGINEER APPROVED EQUAL LIGHTING FIXTURE SCHEDULE NOTES: 3. REFER TO SPECIFICATIONS FOR NAMEPLATE REQUIREMENTS. TYPICAL PANELBOARD NAMEPLATE DETAIL 1_ COORDINATE LIGI-IT FIXTURE sELECTIONs AND REQUIREMENTS WITH ARCHITECT, G.C_ AND OWNER PRIOR TO ORDERING. NOT TO SCALE O EQUIPMENT g OULE ELECTRICAL L IC-44T FIXTURE AND DETAILS SCALE: NOT TO SCALE SCALE: NOT TO SCALE REVISIONS BY 00 u�� L LL o E o �C", V ro • o V ro o C-, oL Q E ti > • Q rn - o - oO 3 - 3 ti 3 0 x N � ti o o. ti N y € a H ° a� ° 0 Ono n c L 0. ao, W O n Z 2 CW) a � 4 d Q In y ,6 Cu U W CY O `'- 1 cv 1* C m -0 Lo v M _ Q 0 � 0 m m U in ° U) 0 C C H } > cG Z os v Z C N 0 m W (/) Date: 05. 17, 21 Scale: AS NOTED Project Mgr: DG Drawn: IT/WR Job: 21-018 Sheet E4 a 21 N EX EX EX EX EX EX R _ N 11 N 1200A PNL PNL PNL PNL PNL PNL i PNL ! PNL LCP FNL EX EX 3P MDP 'PI' 'ICI' 4a, 'IG3' 'L' 'L' A' 1000A 1000 150A 200 200 200 150A 15OA 1 200 �5 O MLO MLO MLO MLO MLO MLO MLOI MLO O MLO T- , R D' II EX I EX EX EX 11 EX EX CU1P Ex EX GR_ ROD GR ROD I -------.._.... E EX BLDG STEEL RISER NOTES O 1, EXTEND 4 03/0 AND 1 fro Ejz. IN 2"C, 2, PROVIDE A LIGHTING CONTROL PANEL (LCP) 5LUE50X 5Y LCtD OR APPROVED EQUAL WITH 5 RELAYS/ZONES AND TIMECLOCK 3. RELOCATED ELECTRICAL PANEL 'L'. RECONNECT PANEL 'L' TO EXISTING FEEDER. INTERCEPT AND EXTEND THE EXISTING BRANCH CIRCUITS THAT MUST REMAIN TO NEW PANEL 'L' LOCATION. VERIFY EXACT LOCATION AND REQUIREMENTS WITH G.C. AND FAULT CURRENT STUDY NOTE -- OWNER PROVIDE PANEL CLEARANCE PER NEC. 1, THE ELECTRICAL CONTRACTOR SHALL OBTAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER NOTIFY ENGINEER IF THE 4- EXTEND 4 01 AND 1 % Ej3; IN AVAILABLE FAULT CURRENT EXCEEDS THE BASIS OF DESIGN. 1-1/2"C, 5. PANEL 'CT' 15 PROVIDED WITHIN CARVING TABLE 5Y THE MANUFACTURER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH EQUIPMENT SUPPLIER, NAME PLATE AND OWNER PANEL SL RFACE MOUNTED IOOOA MLO i D 120,`208 VOLT 3 PHASE �E11A 3R l' 4 WIRE WITH GROUND E`CIST ING C'KT, BREAKER BREAKER CKT.NOTES NO, DESCRIPTION TRIP POLE VOLT A B C VOLT POLE TRIP DESCRIPTION NO, TOTES 5 1 PANEL °PI' 150 3 208 12680 174n0 208 3 200 PANEL'K1' 2 5 5 3 ----- 11060 2740Ct ----- 4 5 5 5 ---- 12570 19840 ------ 6 5 I PAi'aTrl.'L' G I.°d 3 zap 5 94_n _fl,�n1.1. 2 _na 3 R _dn -' PAINEI K_ 1 9 ----- ,: 8996 18750I II ----- 10 7 I II ------ ------ 12 7 4 13 RTU-I 70 3 208 624fl Ib420 - 24 8 3 20fl ' -T PANEi € 14 1 4 15 ------ 6240 1584$ (SHUN T TRIP) It 17 ------I'll 0 t�4_ 164fl4 ___� 18 7 4 19 h RTL-� 8fl 3 208 7000 208 3 SPACE 20 4 21 ----- 7000 ------ 22 4 23 ------ 1. 7000 ----- 24 4 'S RTL; 80 3 208 70Exi , ', 208 3 SPACE 26 4 27 ------ 1000 ----- 28 4 7 <9 ----- 000 -- 30 5 31 PANTL A4` (* *) 200 3 2a8 17942 208 3 SPACE 32 33 ------ 19036 ----- 34 35 ------ 17768 ------- 36 37 "TVSS 38 39 ------- 40 41 ------ ------ 42 CONNECTED'VA 1148621 i I SYSTEM VOLTS 120/208V, 3 PHASE PHASE AN-1 PS 957 11 NOTES LOAD TYPE IS LARGER CONNECTED NEC DEMANT) DEMAND LOAD f LIGHTING 28866 1.25 36082.5 VA 0 VA 0 VA 60720 VA 145096 VA 0 VA 69096.3 VA 311595 VA 2 RECEPTACLES 0 1 3 AIRCONIXTIONLNG 0 0 4 HEATING 60720 1 5 MISC. NON -CONTINUOUS 145696 1 6 CONTINUOUS 0 1.25 KITCHEN 106302 0.65 TOTAL 120/208V, 3 PHASE I I I866 AMP VOTE ( ) 1. UTILIZE EXISTING BREAKER FOR THIS CIRCUIT. . PRONE A BREAKER FOR THIS CiRC_"UIT, NEW, BREAKER TO MATCH EXISTING PANEL M FR, TYPE AND AIC RATP' G S PANEL FILSHMC1 NTED 200A MLO I20 208 VOLT 3 PHASE NE_,AIA I 41A 1RE WITH GROUND EXISTENG CKT. BREAKER BREAKER CKT. ?\OYES NO. DESCRIPTION TRIP POLE VOLT A B C VOLT POLE TRIP DESCRIPTION NO. NOTES 5 1 RESTROOM HAND DRYER -I () _0 1 120 I8n0 4. QO . - 208 3 60 OVEN /STEA1 i _.2) ( ) � } 2 7 5 3 RESTROONI HAND DRYER-2 (*) 20 I 120 " 1800 4700 ---- 4 - 5 5 RESTROOM HAND DRYER-3 {*) 20 1 120 I800 4700 ------ 6 7 ..S- -3. RE._TR00 Vf HAND DRYER-3 () 20 I 12d 1800 .T 4, 00 208 3 60 _ 32 **.. ***.. OVER ;- STEA AIER-1 [�� () ( ) 3 11 9 SPARE 2 208 4700 11 --- ------ 10 7 is 11 -- 4700 ------- 12 i 13 SPARE 20 1 120 FI 10a 208 2 15 VT?- TLESS HOOD [32A] ( *) (F *') 14 5 7 15 COOKER) ARViER 20 1 120 f000 I04 ------- 16 5 7 17 COFFEE 20 1 120 1200 1200 120 1 20 COOLER 18 7 7 1_i MERCHANDISER. 20 I 120 €000 480 120 1 7 20 RE THERIA°IALIZER 13 11 () 20 f 2I C;OK1 'TV :0 I ?"F I 0 €000 tCKi1. I20 I 20 BARTVRECEPTACLES 1 ) 22 5 2 23 CONY. RECEPTACLES 20 I 120 900 800 120 1 20 BAR TV RECEPTACLES -2 (' 24 5 25 REFRIGERATOR 20 1 120 12001. 120 1 20 SPARE 26 ? 27 TEA BREW 20 1 I20 1000 120 I 20 SPARE 28 5 29 SPARE 20 € I20 120 1 20 SPARE 30 2 31 CONY, RECEPTACLES 20 I 120 900 220fl "•%111. 120 1 20 REFRIGERATOR 32 - 33 COOLER 20 I 12Cd I000 €20 1 20 SPARE 34 7 35 SPARE IS € 120e. I20 1 25 SPARE (° 36 7 37 SPARE IS I I2d 2850 208 3 30 WARM -ET 38 7 7 39 SPARE 15 I 120 1I I" 285fl"",,,' --------- 40 7 41 SPARE 15 I 120 2850-------- 42 7 CONNECTED VA 20730 1875019150 SYSTEM VOLTS 120/208V, 3 PHASE PHASE AMPS 113 156 151 NOTE ( ) NOTES LOAD TYPE CONNECTED NEC DEIMAND DEMAND LOAD I LIGHTING 0 1.25 0 VA ISflO VA 0 -VA 0 VA 8800 VA 0 VA 30569.5 VA 41170 VA 2 RECEPTACLES 1800 I 3 AIR CONDITIONING 0 0 4 HEATING 0 0 MISC. NON -CONTINUOUS 8800 1 6 CONTINUOUS 0 1.25 7 KITCHEN 47030 0.65 TOTAL 120208V, 3 PHASE I 1 1 114 AMPS *. UTILIZE EXISTING BREAKER FOR THIS CIRCUIT. **. PROVIDE A BREAKER FOR THIS CIRCUIT. NEW BREAKER TO MATCH EXISTING PANEL MFR. TYPE AND AIC RATING. .•• VERIFY BREAKER WITH EQUIPMENT NAMEPLATE. DiELECTRICAL RISER DIAGRAM SCALE: NOT TO SCALE PANT a FLUSH MOUNTED €50A MLO Pi 120.-208 VOLT 3 PHASE NEMA I 4 WIRE WITH GROUND EXISTING CKT. BREAis.ER BREAKER CKT. \TOTES NO. DESCRIPTION TRIP POLE VOLT A B C VOLT POLE TRIP DESCRIPTION NO. NOTES 2 € STB RECEPTACLES 15 1 1 120 900 Id00 120 1 20 BL'GLIQiTS 2 5 5 3 SOUND SYTEItif 20 1 120 Sfl0 500 ", 120 I 20 I3OORBUZZER 4 5 5 5 OFFICERECEPTACLE 20 1 I20 I""900 1000 120 1 20 DME THRU 6 5 1 7 IRRIGATION RECEPTACLE ? _fl € 2 1 0 SOd 7 20 I20 i 2t1 T r *. SHOVI V4 IINTDOVt RECEPTACLES-1 {) 8 2 2 9 OCTMORRECEPTACLES 20 1 120 900 900 120 1 20 DINI'iIGRECEPTACLES- I * 10 2 5 21 PRL�TER 20 € 120 600 720 120 f 20 DINTGRECEPTACIES-2(*) 12 2 2 13 DL4 IC�El'PFdtIORRECEPTACLES 20 I 120 900 2080I. 120 1 20 DiNINGRECEPTACLES-3 �) 14 2 5 15 FIREALAit%f 20 € 22011, 500 360 120 1 20 SHOW WINDOW RECEPTACLES-2 * {) 16 2 5 17 TIME CLOCK 20 1 12d11" a _50 1flfl0 I�0 1 z �0 POSRECEPTACLES 1 IS 5 2 19 ROOF RECEPTACLES 2t1 1 120 900 540 120 I 20 DININGRECEPTACLES-4() 20 2 5 2 € xOODCONTROL 20 I 12de. 500 900 € U 1 20 p UAD RECEP TACLES 22 5 5 23 FLYFAN 20 € 1�0 1.�. 1200 900 120 1 20 EXTERIOR RECEPTACLES 24 2 5 25 EF-1/SF-1 20 3 12d 1_Od 40 .: 1�0 1 1 0 SHOSL i� I?NT30ti' RECEPTACLES-3 ? 6 5 27 ---- €200 1000 120 1 20 DRIVE THRU 28 5 5 29 --- €200 1200 €20 1 20 EF-7 30 5 5 31 EF-2 20 3 120 1200 Ifl00 120 1 20 POS RECEPTACLES-2 {) 32 5 5 33 -----11� 120d 500 120 1 20 POSRECEPTACLES-3 -) 34 5 5 35 ------I 11 1200 500 120 1 20 POS RECEPTACLES-3 (-) 36 5 5 37 EF-3 20 1 120 1200 1000% 120 1 20 POSRECEPTACLES-4 ** 38 5 5 39 EF 6 20 I 120 I200 900 120 I 20 NEW' DENINGARE.A RECEPT-1(**) 40 2 5 4I EF-5 15 1 120 1000 900 120 i 20 NEW DIINLNG AREA RECEPT . 2 (* *) 42 2 CONNECTED VA 126801 110601 12570 SYSTEM VOLTS i 120'208VI 3 PHASE PHaS,AMPS 1061 921 1051 IN`OIE() NOTES LOAD TYPE CONNECTED 1NEC DENIAIND DEMAND LOAD I LIGHTING0 1.25 I 0 VP, 10580 VA d VA 0 VA 25150 VA 0 VA 0 VA 35730 VA 2 RECEPTACLES 11160 1 3 AIRCONDTTIONING 0 0 4 HEATING 0 0 5 MISC_ NON -CONTINUOUS 25150 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL I20;208V- 3 PHASE I I I 99 AMPS *. UTU,IZEEYISTIiNGBREAKERFORTHL.'CIRCUIT. **. PROVIDE ABREAKER FOR THIS CIRCUIT. NER?BREAKER TO MATCH EXISTINGPANTL MFR. TYPE AND AIC RATING. PANEL FLUSH MOUNTED 200A MLO 120 208 'VOLT 3 PHA SE N'EMA I 4 WIRE WITH GROUND EXISTING CKT- BREAKER I BREAKER I CKT, NOTES NO, DESCRII'TTON TRIP I POLE I VOLT A B C VOLT POLE I TRIP IDESCRIPTION NO. NOTES I COOKER 20 1 220 170d 4d00 208 3 50 COINVECTION OIEti 2 7 7 3 TOASTER 20 I 120 1500 4WO --- 4 7 I 5 HOOD LIC3ITS 2(? I 120 700 4WO ____- 6 7 7 7 CiRIDLE 60 3 248 6000 4000 208 3 50 CONVT CTION OVEN 8 7 7 9 -- 6000 4000 ------ 10 7 7 11 ,.%„ " ," , :,a. '`. 6000 4000 ------- 12 7 I3 SPARE 20 1 120 I SPACE 14 15 SPARE 20 1 12fl1. 11 I SPACE 16 7 17 COOK/HOLD OVEN [64{*) 20 I I2d • 1.1 1704 1 SPACE 18 19 FRYER BATTERY F TER _34] ( ) 15 I 120 �_d i SPA CE 2n7 Z1 y�* REFRIGERATED STAND [-, { ) 5 1_ 1 120 -' 3, 1 SPACE 22 23 SPARE(**) 15 1 120 I SPACE 24 25 SPARE{*} 15 1 12d11 I SPACE 26 27 SPARE(**) 15 1 120 I SPACE 28 29 SPACE I .. . .. 30 CONIN'EC rED VA 1 16420 MSTENI VOLTS II012d8f 3 PHA PR A SF. AM PS NOTES LOAD TYPE CONNECTED NEC DEMAND DEMAND LOAD I LI(;HTING 700 1.25 875 VIA 0 VA 0 VA. 0 VP, 0 VA 0 VA 31181.8 VA 32057 VA 2 RECEPTACLES 0 1 3 AI RCC)NDTTIONING 0 0 4 HEATING 0 0 5 MISC- NON -CONTINUOUS 0 1 6.CONTINUOUS 0 1.25 7 KITCHEN 47972 0.65 TOTAL I20.,,209V, 3 PHASE I I 1 89 AMPS NOTE () *. UTILIZE DUSTI GBREAKERFORTHISCIRCUIT. * *. PROVIDE A BREAKER FOR THIS CIRC, IT. NEW, BREAKER TO MATCH EXISTINGPANELMFR, TYPE AND AIC RATING. VERIFYBRE.AKER WITH E(XIPME'sN'T NA A'lE PLATE. (D ELECTRICAL PMEL 8 PULES SCALE: NOT TO SCALE BIDS AFC 41018 40801 24684 1.2607 DATE: 03-31-20 REVISED: VOLTAGE DROP STUDY PROJECT_ SONNY'S B,A-R-B-Q ZEPI-IVRFIILLS, FLORIDA WIRE TYPE CU=I TOTAL % WIRE TYPE AL=2 VOLTS VOLTS DROP DROP FROM FROM DISTANCE LOAD VV1RE WIRE # OF LINE UTILITY UTILITY FROM TO IN FEET 'TYPE PHASE VOLTS ------------------------------ ------ ------ ----CURRENT XSFIN41R. BLDG 'NON 6 -------- ------ 1000 - -----------SIZE 1 ---------RUNS 310 --- 5 ----------- 3 ----NFMR.---- 208 ----NFNa 0.13 -- 0.06 RLD g 'MA*.RV PN1,1? LIP' 2 1.000 1. 31"0 5 3 208 0.18 0.09 RNL'MDP' PNI:,'r 36 2.00 I 7"1E3 1 3 208 0.98 0.47 ICI I,'X PN1,'CT' 40 1.00 1. I 1 3 208 1.88 0.90 PANEL FLUSH MOUNTED 200A MLO KI 120/208 VOLT 3 PHASE NLAIA I 4 WIRE WITH GROUND EXISTING CKT. BREAKER BREAKER CKT, TES NO. DESCRIPTION, TRIP POLE VOLT A B C` VOLT POLE TRIP DESCRIPTION NO, NO OYES TES 5 I ACTIVE 20 € i2fl IOOfl 1500 11 z 1. 20$ 3 30 COOLER 2 5 5 3 COOKERHOOD 20 I 120 500 15fXi ------ 4 s 5 5 COOLER 30 3 2flS1.1. 1500 1500 ----- b 5 5 7 _--- 1500 5 2 00 �08 3 40 ICE 14iAC$iL'�E 8 5 5 9 - -- - '. . 15t10 2500 ----- 10 5 5 11 FREEZER 30 3 208 � 20d0 25fl0 ----- 12 5 13 - -- 200fl 1�00 208 3 20 WARMER 14 5 5 15 ----- 2000 1200 , ", : ----- 16 5 17 ACTIVE 0 € 120 1000 12d0 __ __ _- 18 5 5 19 DISHWASHER 30 I 320 �400 100 1 I�0 I 2 O PREP TABLE 2fl 2 5 21 IC'EMACHIIN'E 20 € 1201.1. 11 15n0 120 1 20 SPARE 22 5 23 WARMER. 20 1 12n1 " I I5{ 540 120 1 20 DL�NGRECEPIACLES {) 24 2 i 2_, SPARE 7 �0 € 12fl1. 120 I 20 SPARE Zb 27 SPARE 20 1 120 1200 <' 120 1 20 FREEZER 28 7 5 29 SLICER 20 I L20 T 1_00 ISQO 120 f 20 WARMER 30 5 31 SPARE 20 1 I20 1500 120 1 20 HEAT LAMP 32 5 5 33 ACTIVE 20 1 IZd I000 1000 120 1 20 WORKTABLE 34" 2 5 35 FREEZER 20 1 IZfl 7. 1200 1200 120 1 20 REFRGGERATOR 36 7 5 37 ICEMACHITN�E 40 3 208 250d 1200 120 1 20 ACTIVE 38 5 5 39 ----- 2500 IWO I20 1 15 NE�'4 DLINTNGROLLUPDOOR 1(#*} 40 5 5 41 ----- >"-. 2500 500 120 I IS I+Eti'DIIAZNGROLIUPDC70R2(*') 42 $ C4NN'ECTED V.A. 1 17400 I7400 19840 SYSTEM VOLTS 120/208V, 3 PHASE P14ASP AMPS, ta51 1451 7fi5 NOTE() NOTES LOAD TYPE CONNECTED NECDEMAND DEMAND LOAD I LIGHTING 1.�5 0 VA 1640 VA 0 VA 0 VA 50600 VA 0 VA 1560 VA 53800 VA 2 RECEPTACLES 1640 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 60600 1 6 CONTINUOUS 0 1.25 7 KITCHEN 2400 0.65 TOTAL 1201208V, 3 PHASE 149 AMPS *. UTILIZE EXISTING BREAKER FOR THIS CIRCUIT. * * . PROVIDE A BREAKER FOR THIS CIRCUIT. NEW BREAKER TO MATCH EXISTING PANEL MFR, TSPE AN'D AIC RATING. PANEL FLUSH MOUNTED 150A MLO L 120/ 208 VOLT 3 PHA SE NEt'L4. I 4 WIRE WrrH GROUND RELOCATED CKT. BREAKER BREAKER CKT, NOTES NO. DESCRIPTION TRIP I POLE VOLT A B C VOLT I POLE I TRIP DESCRLPT'ION NO. NOTES 1 1 KITCHEN LIGHTS 20 I a LO 1140 230 120 1 20 DRIVE THRU LIC£ITS 2 I 1 3 KITCHEN LIGHTS 20 1 124 850 12W 120 i 20 BUiLDLNGEXT'ERIORLICHTING-I (*) 4 1 1 5 KITCHEN LIGHTS 20 € l2fl , 1350 1200 120 I 20 BUILDING EXTERIOR LIGITINCr2 (*) b 1 I 7 TOII ET LIGHTS 20 1 120 1110 1200 120 i 20 SITE PYLON SIGN 8 1 1 9 LICI#ITLti G CONTROL PANPI (* 20 1 LO 2Ci0 1500 120 i 20 BUILDING SIGN-1 (* } Id i I 11 BAR LIGHTING (*) 20 1 120 660 1500 €20 1 20 $ULLD..... 1 13 PTTIE�sTRYLIG TING(*) 20 1 120 750 10�1. I20 I 2CI BULLDINGSICzN'-3 (*} 14 1 1 15 NEW DINiNGAREA LIGHTING (`°" 20 1 120 65fl IOQO €20 1 20 MENU BOARD 16 1 1 17 DININGAREA LIGHTING-1 * 20 1 120 860 500 I20 I 20 OFFICE LIGHTS 18 1 1 19 DINI'NGAREA LIGITNIG-2 ) 20 I 120 ,z 1�_0 5 i3 0 < 8 2 0 SITE LIGHTS 2 _fl I 1 21 - * DIININGARE.ATRhCKLIGiTS() fl 1 120 -' 396 1350 --- - - 22 i 1 23 PORCH LIGHTS 20 1 120 900 1350 208 2 20 SITELIGHTS 24 1 25 SPARE 20 I 120 1350 ------ 26 f 1 27 FRREZERLIGITS 20 1 12d 500 1350 208 2 20 SITE LIGHTS 28 1 5 29 C'EIi PFNTGFANS-€ (*) 20 l 12fl 750 1350 ---- - 30 I 31 SPARE 20 I I20 208 2 20 SPARE 32 33 SPARE 20 I 120 ----- 34 35 SPACE 1 120 1 20 SPARE 36 37 SPACE f I SPACE 38 39 SPACE 1 i SPACE 40 4I SPACE I I SPACE 42 CONNECTED VA 94501 10420 SYSTEM VOLTS 120/208V, 3 PHASE PHASE AMPS 79 75 87 NOTE () NOTES LOAD TYPE CONNECTED NEC DFAI.AND DEM MKT) LOAD I LIGiTING 28116 125 35145 VA 0 VA 0 VA 0 VA 750 VA 0 VA 0 VA 35895 VA 2 RECEPTACLES 0 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 750 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 1,2012084; 3 PHASE 100 AMPS *. UTILIZE EXISTING BREAKER FOR THIS CIRCUIT. * *. PROVIDE A BREAKER. FOR THIS CIRCUIT, NEW BREAKER TO MATCH EXISTING PANEL MFR, TYPE AN'D AIC RATI'v G. REVISIONS BY i �� 00 N �' N .- u_ LL. o70 • °� =xti CN�ro"i2 / cv- aG'-.E O G . u O U N p • a ti QLn- o �00 a� � > ` 3 CN 3 , = ti p c 2�o �� N M 1 1 • ' i$G a1 7 11 9 yi5 i' .11 gg itill k' 6 gy h 5y y 4 / G. w '.4 g �jl I 14 �..11 A11 �1. ' '�^'p _ a' '-i 1 ' 'y A.� :4 1.. . m® N �., ,M • ® W __ a, fit, Z J °sue ar x, o n'a ;. %a �� � i z L an k r , 1,:t z __s `31 ' �0 < � 4. " H ❑ inLL .� EL ! p - ❑ w N o U ^+c Q Z 11 4 a 0 W L- CY O w I N -0 -' C L � O v I. M -� m M -v W C 3 '0 Q O J v m m �0 w o_o C % -C 0 t to >- a- O .0 O Z W 0 C 0 m = V/ / ^ Date: 05. 17. 21 Scale: AS NOTED Project Mgr: DG Drawn: IT/WR Job: 21-018 Sheet E5