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HomeMy WebLinkAbout203 E 1 St 08-4129 Interior Exterior renovation•� l�r SkNFORD! CITY OF BUILDING DIVISION DEC, 11 2018 PERMIT APPLICATION Application No: (P _ Ll.~ c� G� Job Address: of � � Documented Construction Value: /j, i � � � � ❑ I-IistoricDistrict: Yes❑No Parcel ID: q � 1) S34 f; 0 �v2-- © /2-Y Residential ❑ Commercial Type of Work: New ❑ Addition Alteration ❑ Repair ❑ Demo ❑ Description of Work r Change of Use ❑ Move ❑ 'f� 644'7-I&-tJ Plan Review Contact Person: l/ /jQ12Ly ' f �/ L% Title: Phone: �� % - % �? - '� 1 Cj 3 Fax: Email: f/U & AP L' .G�/o Naive rc 1�40peo-rl�i Property Owner Information Phone: L07- /- / / 7— -17W Street: E. S j -- *�Az //vD City, State Zip: ','�5714,dAe-�T -;-- -Z 77 % L L (- Resident of property? : Contractor Information m/�/ Na e � ��ZIWION C� Street: D �d City, State Zip: 77 Phone: _ C-/// 7 L//� - � j Fax; State License No.: Architect/Enguieer Information Naine: J�-, Arj a Phone: Street: 20o �v f�__ / /,�'/ S Q 12 --. Fax: City, St, Zip: IgAlloy 6alel 04- L rZ — Z �J y5 � E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECI'ION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN XI'I'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that tto work or installation has commenced prior to the issuance of a permit and that all work will be krformed to meet standards of all laws regulating construction it, this jurisdiction. I understand that a separate permit must be secured for electrieal'work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be vrscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to tins property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at die time of permit submittal. A copy of the executed contract is required ill order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit wlll be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate a d-that all work will be done in compliance with all applicable la5vs regulating construction and zonin7 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Ag ut Date Print Coo'ntractor/Agent's Name Siguattrr�L�Ifiila_r�StatP of,Flarid.i_ �,� �� Uate � -; { of� ANNETTE BLAND a y Notary Public - State of Florida E� -s° _��� l ornrnis�Jon to Me or / GG p6�¢ Cont�lCtrt:t� Eotnrtt.'Ex�l��tflr�y�\1 Proddced:Il�,:..�� BELOW IS FOR OFFICE USE ONLY Permits Required: Building EfElectrical 2rItilechanical [/JPlumbing Er Gas ❑ Roof Fl� Construction Type Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: WIND ZONE DESIGN LOADS: DESIGN STATEMENT: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION (WITH 2O09 SUPPLEMENT). THE DESIGN CRITERIA ARE AS FOLLOWS: BASIC WIND SPEED: 139mph - WIND IMPORTANCE FACTOR: I BUILDING CATEGORY: II WIND EXPOSURE: C INTERNAL PRESSURE COEFFICIENT: 0.18 ds NO WIND BORNE DEBRIS REGION: ti DESIGN WIND PRESSURES (psf) FOR �I SELECTION OF COMPONENTS AND CLADDING: , r'' 4' ROOF DESIGN VARIABLES: ,• lO I ROOF PITCH: 1/2:12 PITCH MEAN ROOF HEIGHT: 24.5' ABV. GRADE MAIN BUILDING HEIGHT (H): 36.75' ABV. GRADE MAIN BUILDING WIDTH/DEPTH: 108.0'W X 92.1'D d 8 EDGE DISTANCE (a)- 9.1' (10% DEPTH) (a = 107.LorW; 0.41-1; SMIN.) DESIGN PRESSURES (psf): ROOF: ZONE 1: 14.9/-23.7 ZONE 2: 14.9/-41.3 ZONE 3: 14.9/--61.0 (INCLUDES OVER HANG, FASCIA and SOFFIT) WALL: "LONE 4: 25.9/-28.1 ZONE 5: 25.9/-34.7 n 0 CABLE ROOF -I DESIGN LOADS 2017 FBC-RESIDENTIAL 6TH ED - R301, TABLE R302.5 LIVE LOAD ROOM(S) P.S.F. ASSEMBLY (RESTAURANT) 100 LOBBIES 100 OFFICE 50 ASSEMBLY (DECK) 100 PLATFORM 100 GUARDRAILS, HANDRAILS and BENCHES 50 P.L.F. (4.5.1 OF ASCE 7) GUARDRAILS, HANDRAILS 200 LB. CONCENTRATED LOAD OWNER/CONTRAC:TOR TO INSTALL. A DECAL/51GN PER FLORIDA STATUTE, SECTION 633.021, (2011) RF WITH REGARDS TO THE PRESENCE OF LIGHT FRAME ROOF TRUSSES k FLOOR J015T GENERAL NOTES 1. GAS U5E AND HANDLING OF GA5E5 SHALL COMPLY WITH THE REQUIREMENTS OF CAHPTI=R 69 OF NFPA 101 (2015). 2. FIRE SPRINKLERS AUTOMATIC 5PRINKLER 5Y5TEM IN5TALLED IN ACCORDANCE WITH SECTION 13033.1.1 BUILDING 15 FULLY 5PRINKLED. LOCATION OF EX15TING 5PRINKLER HEADS AND ADDITIONAL SPRINKLER HEADS MAY BE DETERMINED BY A FLORIDA LISCENCES FIRE SPRINKLER CONTRACTOR ALL SHOP DRAWINGS MU5T BE 5U15MITTED TO 5UILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. ' a• .C1 ..� TYPE OF CONSTRUCTION: TWO STORY (DESIGNATION: H15TORIC) E3UILDING PROTECTION: FULLY SPRINKLED CONSTRUCTION TYPE: TYPE III-B (200 - NFFA) BUILDING ELEMENT FIRE RE515TANT RATING PRIMARY STRUCTURAL 0 BEARING WALLS - EXTERIOR 2 BEARING WALLS - INTERIOR 0 NON -BEAR WALL5/PARTITION5 - EXTERIOR (TBL (v02) 0 FLOOR CON5TRUCTION AND A550C. MEMBER5 0 FLOOR CON5TRUCTION AND A550C. MEMBERS 0 ZONING DESIGNATION: COMMERCIAL, RC-i CODES USED FOR BUILDING DESIGN: FLORIDA BUILDING CODE: BUILDING, 6th Edition (2011) FLORIDA BUILDING CODE: EXI5TING BUILDING, 6th Edition (2011) FLORIDA BUILDING CODE: PLUMBING, 6th Edition (2011) FLORIDA BUILDING CODE: MECHANICAL, 6th Edition (2011) FLORIDA BUILDING CODE: FUEL GA5, 6th Edition (2011) FLORIDA BUILDING CODE: ACCE55115ILITY, 6th Edition (2011) 2014 NATIONAL ELECTRICAL CODE 2015 LIFE SAFETY CODE, NFFA 101 FLORIDA FIRE PREVENTION CODE 6th EDITION (2011) MEANS OF EGRESS: ALLOWABLE I PROVIDED EGRESS STAIR WIDTH/OCCUPANT (1005.3.1): (EXCEP 1) 0.2 EGRESS DOOR WIDTH/OCCUPANT (1005.3.2): (ExCEP U 0.15' MIN. CLEAR OPENING OF EXIT DR. (1010.1.1): 32' COMMON PATH OF TRAVEL (1006.2.1): 15, MAX TRAVEL DISTANCE (1017.2): 200' CORRIDOR/AISLE FIRE RATING (1020.1): (1) HR 3°0 ocC.) MIN. CORRIDOR/AISLE WIDTH (1020.2): 44' MAX. DEAD END (1020.4): 20' MIN. NO. OF EXITS (1006.1): 4 A-2 / S-2 SEPERATION (TABLE 508.4) NONE OCCUPANCY: ASSEMBLY GROUP - A-2 SINGLE OCCUPANCY USE: RESTAURANT, TAVERNS, AND BARS AREAS 15t FLR 2nd FLR. TOTAL TOTAL AREAS: INTERIOR 9,603 7,671 17,274 EXTERIOR 1,130 1,395 2,525 BLDG TOTAL 10,733 9,066 19,799 ALLOWABLE (TABLE 50(o.2 5M) 28,500 OCCUPANCY AREA (50. FT.) FLOOR AREA OCCUPANT5 OCCUPANCY I lst FLR 2nd FLR PER OCCUP. lat FLR 2nd FLR TOTAL5 BANQUET - 2,083 B NET - 139 139 TOTAL 5EATING INTERIOR BY 5EAT5 302 (BY AREM 302 EXTERIOR BY 5EAT5 68 85 153 TOTAL DINE/BAR 5EAT5 (BANQIET AND 6EATING) 370 224 594 KITCHEN 1,611 - 200 NET 9 - 9 BAR 258 88 200 NET 2 1 3 OFFICE 110 1,856 100NET 2 19 21 5TORAGE 404 169 300 NET 2 1 3 BAND PLATFOW 96 - 5 NET 7 - 7 WAITING 225 160 B NET 15 11 26 MECHJEQUIP. - 380 300 NET - 2 2 TOTAL OCCUPANCY 1 407 258 665 FIXTURE COUNT (TABLE 403.1 FBC-P 2014) WATER CLOSET5: OCCUPANTS REQUIRED PROVIDED MALE: I PER 15 333 5 5 FEMALE: I PER 15 333 5 5 UNISEX 0 1 LAVATORIES: OCCUPANT5 REQUIRED PROVIDED MALE: I PER 200 333 2 4 FEMALE: I PER 200 333 2 4 WATER FOUNTAINS: REQUIRED REQUIRED PROVIDED PROVIDED BY GLA55 SERVICE SINK REQUIRED PROVIDED 1 3 YE5 YE5 34' 56.5' 12 5' (1) HR 44' NONE I NONE N Renovation I 1I1 �L III �IIIn, I' i 205 East First Street Sanford, Florida 32771 ARCHITECT Gerald R. Gross, A.I.A., F.A.R.A. 205T North Ibis Drive Briny Breezes, Florida 33453 407.256.7118 STRUCTURAL ENGINEER Richardson Engineering 131 Zelma Street Orlando, FL 32803 407.425.4002 PLUMBING ENGINEER Runkel Engineering, LLC FL # 41180 1801 Gander Cove Lane, Unit 11 Mattthews, North Carolina 28105 ELECTRICAL ENGINEER Alex Piper, P.E. FL # 42697 100 Wild Fern Drive Longwood, FL 32779 CONSTRUCTION MANAGER William Corso & Associates/ Inc. 6090 Markham Road Sanford, Florida 32771 wtcorsoetaol.com 407.416.4198 INDEX A-0 COVER PAGE D-1 DEMOLITION PLAN -First Floor D-2 DEMOLITION PLAN -Second Floor A-1.1 LIFE SAFETY PLAN -First Floor A-1.2 LIFE SAFETY PLAN -Second Floor A-2.1 FLOOR PLAN -First Floor A-2.2 FLOOR PLAN -Second Floor A-3.0 FLOOR PLAN SCHEDULES A-4.0 INTERIOR ELEVATIONS A-5.1 REFLECTIVE CEILING PLAN -First Floor A-5.2 REFLECTIVE CEILING PLAN -Second Floor A-6.0 EAST ELEVATION - Existing/Proposed A-6.1 NORTH ELEVATION - Existing/Proposed A-6.2 WEST ELEVATION - Existing/Proposed E-0 ELECTRICAL -Notes E-1 ELECTRICAL -Schedules E-2.1 ELECTRICAL LIGHTING PLAN -First Floor E-2.2 ELECTRICAL LIGHTING PLAN -Second Floor E-3.1 ELECTRICAL POWER/SYSTEMS PLAN - 1st Floor E-3.2 ELECTRICAL POWER/SYSTEMS PLAN - 2nd Floor E-4 ELECTRICAL -Riser Diagrams M-1 MECHANICAL -First Floor M-2 MECHANICAL -Second Floor P-1 PLUMBING PLAN P-2 PLUMBING PLAN -Isometrics, Details 5-1.0 BUILDING SECTION A -A 5-2.0 FOUNDATION PLAN S-3.0 DECK FRAMING PLAN S-4.0 ROOF STEEL FRAMING S-5A DETAILS -Section B-B S-6.0 DETAILS -Section C-C S-7.0 DETAILS -Section D-D/E-E S-8.0 DETAILS - Misc. S-9.0 DETAILS -Fire Penetrations U w F- U Q Tn Tn O 0 0 Q w O ILL O I-- Z W Tn Z O U C� Z Q Z O V) Tn w W Z W 0 w Tn w IY IL x w w 0 Z_ Z m 0 1n LL- I- a 0 z o_ a IL i w r z Q 00 0 w 1n Tn Q w LM 0 1-- W _T_ I-- w fy Z W W 0 w Z Z L 0 O w r Z VERSION - 2 W IL 0 U 0 w 0 Z W Q LLz o w o U 0 Ld ID a� ca 4Cr, I� Cti= Q O W O o .z W Q Q '; Tn z Z �4r Q G .T Z M Z W Z 1HIS BEM HAS BEEN ELECTRONICALLY' . SIGNED AND SEALED BY GERALD R. GROSS, Ll AIA, FARA, U j 1HE DAZE AND/OR THE • STAMP SHOWN US'1,1G A DIGBAL SIGNAIURE. W FRUEDC01h.E$Of1HISDO UMENTME'.` W NOTCON'W-,�Q'SIGNEUANDSEALED AND SIGNAVI hNST BE VERIFIED ON AM( ELEIROW Gq_� Z N Di%TA SIGNA'I-UltE ' � •r L2 r9' li , Lie,,w Xy GERALD R. GROSS O U ALA, °,AAA Tn 205 T Norh Ibis Drive _ Briny Breezes!; Poida 3X% w 386-574-9M > FL REG. ARCHITECT � NO. AR0005998 w V, Ld PROJECT NO V) ceg.1:3ARWTC.2AO w Lj DATE: D- X 24 NOV 2010 w DRAWN BY: w TML w = > SHEET NO.: 71, . r,r 1�a i r fir,i�,»V � ��• 0_ w -0 W A V0 DEMOLITION NOTES REMOVE EXI5TING BATHROOM AND FIXTURES D2 REMOVE EXISTING STAIR5 D3 EXISTING BAR TO BE RELOCATED EXISTING MEZZANINE ABOVE TO BE REMOVED D5 PARTITION SCHEDULE MASONRI' wD. FRAMED NEW WALL TO t3E CONSTRUCTED 1 EXISTING WALL TO REMAIN r-- ---- - - - - - -I ---_ EXISTING WALL TO ------ - - - - -T BE REMOVED U W f- T U a V) 1n O Ir U n J ¢ (Y W U I. O F- Z w (n Z O U r) z a Z O V) V) fY W f1 Z w r fY l w'n V/�/ V/ ry W fy n X w w T f- 0 Z Z_ a F- m O f- <n x Ii F- D O F- m ¢ TT . z 0 F- 0 w z U V) 1n w m O F- I= I F- 'w fY m 0 Z >W W O fn F- a T IY w z Z a fY 0 ZE fY 0 h Z Q Z O w Z o �RSON - 2 W E O U ry Q W C9 z ¢ O U w W U U QY Q w (Y Z O '" Q m 0 W Q 0 Z ® � Q W 0 Z2 Q z O Q ® Q � fr o 0 Z ¢ Z g w fn w 1ri Z n 110S ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GERALD R. GROSS, AIA, FARA, ON ME UAIE AND/qt TIME W STAMP SHOWN USING A DIGITAL SIGNATURE. w PRINTED COPIES OF THIS DOCUMENT AItE NOT CONSIDERED SIGNED AND SEALED AND SIGNATURE MUST BE VERIFIED ON ANY Z ELEIRONIC COPIES. I)IGl'1'ALrIS11GNATURL W '2 2 . v �i • ro �U , _ 2\ r � o GERA --D R. GROSS A.IA., F.A.R.A. 20Sf North Ibis Drive T Briny Breezes, Florida 33453 (n 386-574-9088 FL REG. ARCHrTECT fr-w NO, AR0005998 U) w m PROJECT NO.: gg.13ARWTC.2o1 V) w DATE: m 24 NOV 2010 n w DRAWN BY: r TML in w It = SHEET NO.: GROUND FLOOR DEMOLITION PLAN SCALE: 1/411 = 11-011 fY w Z o D-1 i U GAS III PKL}z i OI i— _ ._ _ «_.—_ _____—__--_—.__ ClO ------, wQMA IN DATA JANrr ; 0 1 , , ' ° CHAIR ' V) r� _ _ _ _' - _ = 1 23 W.I. COOLER W.I. FREEZER 1 26 EXIST 1 ,l F MILY_ - _ .r _ _ I STORAGE ° EXIST L - - RESILROOM- _ _ J I UP 134 77 ocPr � 1 24 EXIST 1 25 EXIST I - I - - - 1 7 EXIST � ' i 1 28 � 2nd PLR. ❑ 2nd FLRI I I EGRESS I ' w I ' U STAIR-1 EGRESS , \ ` r _ _ _ � ' / 1 � ° I I I I I I _ .. �..� _ ' ' let 4 2n FLR LL I I STAIR-2 192 I ° EXIST let 4 2nd R I I -' �- ----�- FA 106 2' ll i LL _ _ _ _ _ _ _ _ _ _ _ L — — — — — — — J STAIR 2 226 34' z 226 6a, j II , STAIR I CORRIDOR 5a 3r v ' I I 29 2' -- a- --- ..� — .. STORAGE 226 34' 5LOPE 4 , oz i I 1 1 226 32' -- --- . _. ... 2 300/NET I I U I I I SF.: 404 , z F/U1 , I ' ocPY 2 I 5 Ir d.- . ° ❑ --....._...-..�..--_--._._.._ � I I LOPES � z I °1 0 0000 00 FEW] ----, I ----- w 0 DRY STOR. I 000000 I i' i OFFICES — -- — — — _ z K BUSINESS w _� ' STAIR-3 sF� 1 10 - T lr 1 1 se Ex15T SCULLERY � I ' �-___��__ -"------�`----- OCPY 2 a GRILL L-------===�L �_-� _�_= J EX15T ELEVATOR I I Bill In — EX15T w I ❑ z 119 ExIST — ® v 1 - ELEV OFFICE - LOBBY 0 X w AND- 121 ExIST � � 112 � w EGRESS I ® --FiTOR- KI I SEATI I �, 5 RECEIVING - big-- AREA-3 z 226 34' - I O - I 519 5A Ex15T I PREP ° - -EXIST- - 105 Q KITCHEN I I - - - - - I PREP I 1 1 6EXIST 1 1 8 EXIST 1 2 0 Ex►sT ____ _ i I I I ST EXIT PATH 3A - 57.5' — 3 �4 - - - - - I... ., ,. v NAND KITCHEN -- — --- �- � I E'- H NK z00/NET - - - - - - - -, ®, — L. — EXIT PATH 2A �411•.5' I- uQ ' o OCCPY. 9 — I I FT V) E�J I ------ I r ------r--r------ _ /O( /L/L/L/41 I 1 I Q i I I I I II I 1 1 � w I I I EL ' I I I 1 III LL� I 1 ® , i I I I I I I I Z Q EXIT PATH 4A - 71.0 I i ' _ I I ' , T I o BEER ; ; WAITER WAITER L J OL TENDER II 13 EXIS i i 1 07 EX15T 1 07 B EXIST /� WOMENS \� O l� MENS \� , I V m co C 1 I , , I WIll t � I EXIT PATH 3A - i020' 1 1 0 I 1 1 1 1® / 1 ® i w LN I T �� i _ O I I I } ER COOLER L � II 1 1 4 EXIST i ' _ ' 0 _0L 0 -jJ 1 I I I J I I I Q p �J .� I II u BAR I I O �i o V '� W I El ------- i 200/NET I z N CO I^ r - - - - •r - - - - , r - - - - , I I I I I I 1 Er a--� Q% Q I I I r----, I 2 I I U EXIT PATH 5A - �.0' I I I O I I > 0 Q I I I I f- m N `' i ► i ® i ® I I Q 1 oCCPY: 2 F�l Q 4 _ U I-- � 1) W I I 0 D Sr _� C L J I 1 I I I , I I I 1 U V 1.1 m 0 1: co L J 1 I W N W M LL DINIG I I I0 u 1 z [E] AS LY I II I Q z _ _ r1 SEAT 216 1 I r- f- -�-- - I ° DINING_ ' I L___ --_, I I I I 10 Q� O 1 01 EX15T I I u , z 1 1 4 tL ,� I I I I +- I PLATFORM 1 u m 11@ z � V ' I O I Q 1 01 -1' I 1 1 Q I EX15T -(�} \ 1- _ _ — - - ' I Q I I — ❑ VERSION - 2 T '—- I PLATFORh1 z `J' i i I O SE�TING a 15/NET AREA-2 IL--aI I SPA 98 O u o 0 OCCPY. 7 IL o ul I n I 1 I i i hL Oz I cw❑D L _ _ _ _ J ► I - I �: 0.- EGRESS OPENING LEGEND z W I L---- J , m P D. BEER COOLER 4 u I I I a I EGRESS » v y"L III I LL R0.E R E.W. ° 108 Z < 11091 BAR ° i 1 I w BOTTLE BOTTLE 1 O6 0 I ROE = R1=QUIRED OCCUPANCY EGRESS ❑0 I P.O.E. = PROVIDED OCCUPANCY EGRESS � - - - - - - - 1 I i - - - - - = Q i R.E.W. = REQUIRED EGRESS WIDTH w EL 0 1 I I — — — — — — — P.5 p� I I P.E.W. = PROVIDED EGRE,55 WIDTH W — — — — — — — — — — — — — I i i l7 I I W z — 1 ® 1 \ I I I I 0 0 W 0 O 1> I O DI G ' �" 11 \ ® rD. AS LY ADA SEAT COUNT o LL W ®I® / u \ \I L----J I 11 O c w f I I .�E�TS $6 TABLE SEATS 5% PROVIDED Q Q I\ IDED I I TOTAL ADA V z 2 » _ \ - A ----------- -- I TABLE 334 Z0 0 < / EGRESS EGRe55 » \ 1 7 1 7 _ O LL 22 32' 29 32' \ O I BAR SEAT 22 2 2 0 / 226 34' \ I 000 O7 ❑ / 226 34' / // _j WAIT NG Q _TFPATIO EGRESS » \ \ - - - - 5F.: 15 T 135 I z TOTALS 338 19 19 _j DINING 30 32' ` 1I�� II�I1 OCP 9 IIL 226 3_ 1 \ 1 1 w IL / / \ I I w _u I I I F- / - FIRE PARTITION LEGEND 6 T, \ ® \ Z THIS ITEM Wl5 BEEN ECIRONICALLY � ` I SIGNED AND SEALED BY GERAW R. GROSS, (1) HOUR PI 0- AIA, FARA, ON THE DAIEAND/OR LIME — — — — — — - RE WALL w 9AMPSlIOWNUSINGQDOALSIGNAIURE. SE A TN w PRIMED COPIES OF 1}IfnS DOCUMENTME w NOT CONSIDEREDSI FDANDSEALED DINIG \ \ WAITING AREA -,I (2) HOUR FIRE WALL F ANDSIGNAIUREMU BEVERIFIEDONANY 1 I ASSEMBLY 1 02 z ELETRONIC CONES, 103 _ I I ' DIG ION i L____J / SEATS 6$ ` I F_ / WAITING \ o / 15/NET \ I _ EGRESS» SF.: 90 -----, LIFE SAFETY SYMBOLS 0 , 0 / 34 32' i ------ OCPY 8 \ \ ' 1 . Io .S�j 226 34' I I j & .x I __J EMERGENCY LIGHT — — —r> r — — — — — — — — — — — — — — — — — — — — — — 43 32' ® LIGHTED EXIT SIGN — — — — — — — — — 226 34' EG 5S » EMERGENCY LIGHT/ 4� LIGHTED EXIT SIGN1 30 �\ �\ 226 3 _ ` FIRE EXTINGUISHER (3A-405C) a- GERALD R. GROSS 0_1 FIRE EXTINGUISHER v A1A, F.ARA. (3A-40BIN c) = 205f' North Ibis Drive LIFE SAFETY SYMBOLS - g�,y Breezes, Florida 33453 Ln 386-574-9088 ® > FL REG. ARCHfTECT EMERGENCY LIGHT ® LIGHTED EXIT SIGN PARTITION SCHEDULE NO. AR0005998 WALL MOUNT (2-HR BATTERY BACKUP) LLT (2-HP, BATTERY BACKUP) MASONRY Wp_ FRAMEED PROJECT NO.: EMERGENCY LIGHT EMERGENCY LIGHT % CEILING MOUNT LIGHTED EXIT SIGN ""'"*-*^ �-^r-�-r-' NEW WALL TO BE �� BAR2TC.2 41.1 C2-NR BATTERY BACKUP) �f �% GOMBo —, CONSTRUCTED w DATE: (2-HR BATTERY BACKUP) LK 24 NOV 2010 FIRE EXTINGUISHER - EXISTING WALL To w DRAWN BY: (3A-405C) REMAIN -----------� �------ - - ---� BEISTING WALL REMOVED TO w = SHEET NO.: -LIFE w SAFETYFLOOR- 'A --- PLAN FIRST w SCALE: 144 = 1 O" ❑ DIRE PARTITION LEGEND (1) HOUR FIRE WALL (2) HOUR FIRE WALL ADA SEAT COUNT TABLE SEATS TOTAL 5% ADA PROVIDED BENCH TABLE BANQUET 25 60 62 1 3 4 2 3 4 TOTALS 225 7 8 LIFE SAFETY SYMBOLS EMERGENCY LIGHT ® LIGHTED EXIT 51GN WALL MOUNT (2-HR BATTERY BACKUP) (2-HR BATTERY BACKUP) EMERGENCY LIGHT EMERGENCY LIGHT D�a CEILING MOUNT Exff V v LIGHTED EXIT SIGN (2-HR BATTERY BACKUP) �J V COMBO (2-HR BATTERY BACKUP) FIRE EXTINGUISHER (3A-405C) EGRESS OPENING LEGEND EGRI=SS +' RO.E R.E.W. P.O.E. P.E.W. ROE = REQUIRED OCCUPANCY EGRE55 P.O.E. = PROVIDED OCCUPANCY EGRESS RE.W. = REQUIRED EGRESS WIDTH P.E.W. = PROVIDED EGRESS WIDTH PARTITION SCHEDULE MA50NRY WD. FRAMED NEW WALL TO BE CONSTRUCTED EXISTING WALL TO REMAIN -- - - - - - - - -------- - - - --- BEIREMOVEDL TO U w I- T U Q In In O IY O 0 J Q w O LL O z w Tn z O U 0 z Q z O U7 /n ry w IL z w r 0 0 w In Tn w a. x w w T ti 0 z_ Z la - OD U F- U. I- U L V) �:: Z O V) j 4 W w � r z Q 0 F- 0 LL] Z 0 Ln Q w Q] O F- w T F- w Q O Z >w W O 1n Q T W z Z Q EC O FY O L r z Q z o VERSIO�-2 w FL O U C O • � Q w z QLL T U LL O w U 0 Ir a. I 0 0� w 0 ID z WEc ® O O ~ F- LL O z r- w a� Q Q !L LL Q o L Q Q o 0 U) J z w V) LL g D- w VT w T vi Z MIS BEM IIAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GERALD R. GROSS, AIA, FARA, ON THE DATE AND/OR TIME 51AMP 5HOWN USING A DIGITAL SIGNATURE. w W T PRIMED COPIES OF S DOCUMEMARE NOT CONSIDERED EDAND SFiV ED F- AND SIGNANRE M BE VERIFIED ON ANY ELETRONIC COPIES. Z V) F- -DL '11'AL IGNA'1'URE 1 �' T IL O GERALD R. GROSS U Alk F.A.RA 205f North Ibis Drive T Briny Breezes, Rorida 33453 V) 386-57.4-9088 FL REG. ARCHITECT w NO. AR0005998 w PROJECT NO.: g g.P ARWTC.2 A1.2 V) w DATE: . 24 NOV 2010 w DRAWN BY: r w s SHEET NO.: LIFE SAFETY PLAN - SECOND FLOOR SCALE: 1/4" = 11- D° w Z co 0 A-12 ION SCHEDULE NEW WALL TO BE -� CON5TRUCTED EXI5TING WALL TO r --� REMAIN ------------1------- - - - - - EXISTING WALL TO -----------� r-----------� BE REMOVED U W f- T U Q In V) O w U J Q Cr W (' LL O F- Z w U) Z O U Z Q Z O In 12 Lr W Q. z w Lr s a w V) vT Ill It a_ x w w T F- C9 Z_ _Z Q F- CD O F- Tn L�. F- O T F- ry Q f1 Z Q O F- W Z Q v v a L (I c F- w T F- w Ee Q FY O z w O V) F- Q T ry w Z Z Q O 2 ry O LL Z Q Z o w VERSION - 2 O U O 0 w Z Z Q T U W w U 0 U 0 LY na_co W � L_ 0 1—' w C m Q-® c ° ® F- If o Z � ®� � w Q ® , Q 9 z Z Q Z 0 U QCL J o o z Q L n w V) w vi Z TEAS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GERALD R. GROSS, W w AIA, FARA, ON [HE DATE M Q/OR TIME STAMP SHOWN USING A DIGRAL SIGNAIUIE, W T PRINIED COPIES OF R�IS DOCUMENTARE NOTCONSjEALED AND SIGND ON ANY ELEIRONICUIE � f2 n oR. GROSS FARA rn Ibis Drive L386-574-9O88 =s, Ronda 088ARCHITECTw059% V) w T NO.: TwTE: F w V 2�18 w DRAWN BY: m W w T / SHEET NO.: w Z C9 (n W ■ I E) e SECOND FLOOR and DECK FLOOR PLAN F- U W f- T U a V) V) O ry (9 Q J a D_ W U O Z w V) Z O U O Z a L O V) V) 2 Of W EL Z w (r Q W V) V) W IL X w w T f— Q Z_ Z a co O U) W F- O FT U) r z 0 V) > Q w Z Q 0 Q w Z U_ V) V) Q W m O H T F- W Of a Er O Z ww> W O V) F- Q T ry w Z Z Q O O li r Z a Z_ Q VERSION - 2 w a. U V O Q w Z W U 1L 'I Q z U Q O co U C 0 Q O O It &— O 00 ®� o F- < F LL —J 0 0 w a Z LL Q0 Q c Q Q � � V) N z w V) w T f- V) ZQ THIS IIEM HAS BEEN ELECTRONI ' J SIGNED AND SEALED BY GEMU R, GROSS, W AIA, FARA, ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SWIURE, w W PRINIED COPIES OF THIS DOCUMENT ARE T NOT CONSIDERED SI D AND SEALED F AND SIGNATURE MUST E VERIFIED ON ANY ELETRONIC COPIES. Z V) I F- 0. �� co Y� 2 �a Q Z a \ F- T C9 GEE ALD R. GROSS A.LA., FARA m 205T North Ibis Drive T Briny Breezes, Florida 3M m 386-574-9088 > FL RECL ARCHITECT w NO. AR0005998 PARTITION SCHEDULE w PROJECT NO.: MA50NRY WD. FRAMED U) gg.5ARUJTc.142.2 NEU) WALL TO BE U) DATE: CONSTRUCTED 24 NOV 2010 w 1 — EXISTING WALL TO w DRAWN BY: REMAIN m F--——— —— — — — — -{ EX15TING WALL TO w --—————————----------- BE REMOVED w T SHEET NO.: w Z w • 2 SCALE: 1/4 11-0" Q t 1 DOOR SCHEDULE HARDWARE w w MARK REFERENCE SIZE MATERIAL TYPE FIRE rn m m v °1 0 o ` •- •- o � a m _ Q RTG _c ^ s m(D m o H m v v s m° REMARKS WIND PRESSURE W H D Door Glaze Frame 0,0 v 2 ^ a ` L.L.` °' >1 o— c (P.S.F.) �� D1 EXIST 3168 3'-0" 6'-8" " 1-3 4 / S.C. WOOD D_ J m 2 U 0 F- l- V) Y J O.. J 0 (L O LY D2 EXIST 3070 3'-0" 7'-0" 1-1 /2" - ALUMN. 1-Lite STEEL ALUMN. C B * * * * * * xxx -xxx o REPLACE 3068 3'-0" 6'-8" 1-3 4" S.C. WOOD - WOOD B * * xxx-xxx Q D4 NEW 3070 3'-0" _T_ 1-1 /2" INSL. STEEL - STEEL C 60m * * * * xxx -xxx rr w D5 NEW 3 _0" 6'-8" 1-3/4" S.C. WOOD - C * * * * * 07'-0" D6 NEW 668 3068 3'-0" 6'-8" 1-3/4" S.C. WOOD - C * * * * LL O 07 NEW 3068 3'-0" 6 -8 „ 1-3/4" S.C. WOOD - ffWOOD C * * * 2068 2'-0" * * * z 10 NEW 3070 3'-0" 7'-0" 1-1/2" ALUMN. 1-Lite ALUMN. B w z 11 NEW 3070 3'-0" 7'-0" 1-1 /2" INSL. STEEL - STEEL C 60m * * * * * xxx -xxx O 12 NEW 3070 3'-0" 7'-0" 1-1/2" INSL. STEEL - STEEL C 60m * * * * * xxx/-xxx 13 NEW 3068 3'-0" 6'-8" 1-3/4" S.C. WOOD - WOOD C * * * * * o z 14 NEW 3068 3'-0" 6'-8" 1-3 4" S.C. WOOD -I WOOD C * * * 15 NEW 6068 6'-0" 6'-8" 1-3/4" S.C. WOOD - WOOD D * * * * z o * * * V) 1 -- ReadilY 0 erabie without Special Knowledge or Tools During Normal Business Hours w w w ALL HARDWARE ON SJINC: DOORS TO BE LEVERED HANDLES W ALL DOORS TO BE COMPLIANT WITH NFPA 101, -1.2.1.5 4 NFPA 80 � DOOR TYPE o w , V) i En w X w w T 0 Z Z m _- --3D CC�- O In LL — — i Z) z (STORE RONT) r z A C ® �o QW 0- FLOOR PLAN — SCHEDULES Z Q 0 o w Z V) �T Q w In O F}- W T I- w ty Q !Y O z >w W O In Q 2 z r w z z Q fY O IY O LL r z Q z o VERSKON - 2 w a O U _ING o DISH NOTE HT.(A.F.F.) w z w 14'-0" Q v w w U ` � 1 i EL w W 0 w F_ F- �j Q FC-3 9'-6" w mZ z Q ir_ FC-3 9'-6" f PAINTE O ~ �. �f1 _0 I� ILL -/PAINTE PAINTE 0 w w Q Z Q ® (j) FC-3 10'-0" Q w i D * 12'-0" )RIS PAI TED 9'-0" I TED,•A z coEEE TED !R"A /PAINTE _ W Z THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GERALD R. GROSS, n PAINTE AIA., FARA., ON THE DATE ANDIOR WE SIAMP SHOWN USING A DIGITAL SIGNATURE. ' - W W = PRINTED COPIES OF THIS 4000MENIAE NOI CONSIDERED SIGNS AND SEAIEU �ERIFIED F_ AND SIGNATURE MUST B ON ANY ELEIRCNJIC COPIES, z FF_ DIGITAL SI A'I'URE T U tY W`gyp,-� - NG APPROVED FOR FOOD , o'e �REA5 PATIO APPROVI=D FOR 1 AREAS 'Q � (D ' c� 0- G _'D R. GROSS ° AI.A., FA.R.A. D 205T North Ibis Drive z Briny Breezes, Ronda 33453 V) 386-574-9088 FL REG. ARCH TECT w NO. AR0005998 i In w PROJECT NO.: cjg.BAR2TC.2,A3.0 Ira DATE: w 24 NOV 2010 w DRAWN BY: r m w w T SHEET NO.: m w L• Fn A-3.0 SCALE: 114" = P-0 w � a�-0• REFLE TIVE SURFACE X r z � 1= MIENS (M) A4.0 :IOR DOOR 1BLY HOLD 38 THRESHOLD DTL. FIRE RATED DOOR ASSEMBLY SWEEP FIRE RATED THRESHOLD �Y Q SCALE: 4° = II_0" IL Ell-0. _t 54' MIN 42' MIN. 12' 9 iI \ - u i YLY. � � � m _ n•-25• � � TOE m T. m � TOILET PAPER TOILET PAPER (HT. MEASURED TO OUTLET OF �9' DISPENCE) E MENS (111) A4.0 0 MEN HOMBRES 4 i I 2 39 — CHANGES IN LEVEL SCALE: 4' = I � -0" 0 WOMEN MUJERES 0 0 T uy RESTROOM SERVICIOS MENS WOMEN5 DIRECTIONAL DIRECTIONAL RESTROOM RESTROOM 5D 2 SIDED _ 2 SIDED RESTROOM SIGNAGE 26'-6' REFLECTIVE SURFACE • U U VLY. Qul 6' MAX. 36' IN. Q � O m r t{1 (60' MINJ D MENS (111) A4.0 o 0 T uy RESTROOM SERVICIOS 9 a� NOTE: CONTROLS OF FREQUENT OR ESSENTIAL USE SHALL NOT SE HIGHER THAN 45' o C] �o WALL LIGHT THER�106TAT FIRE LFLOOR LEVEL RECEPTACLE SWITCH ALARM !� CONTROLS Y I 'i=' 0 GRA5 BAR W/ — GUTOWAL L FROM STUD WALL 4 5E OR ANY SOLID SASE i �a( SECURE a C;NTR TOE ir, p o v t OrT✓Cs' E i IF SAR IS LONGER m m THAN 32, m DIAPER CHANGING TOWEL BAR SOAP TOWEL GRAB BAR FLOOR LEVEL STATION D15PEN5ER DISPOSER NOTE. CLEAR FLOOR NOTE: CLEAR FLOOR SPACE OF 45'x3O' MIN. SPACE OF 4a'x30' MIN. SHALL BE PROVIDED SHALL BE PROVIDED IN FRONT OF WATER IN FRONT OF WATER FOUNTAIN TO ALLOW FOUNTAIN TO ALLOW FORWARD APPROACH. FORWARD APPROACH. UP FRONT SPOUT 20' UP FRONT SPOUT I 20' AND CONTROL MIN. AND CONTROL MIN 5' 5' EQUIPMENT PERRMITTED MAX � EQUIPMENT PERMITTED MAX IN SHADED AREA� IN SHADED AREA C4n � t MIN M MIN MAX FLOOR LEVEL II' MIN. WATER FOUNTAIN WATER FOUNTAIN WHEELCHAIR ACCE55 STANDING ACCESS NOTE: CLEAR FLOOR NOTE: CLEAR FLOOR NOTE: CLEAR FLOOR SPACE OF 30'x46' MIN. SPACE OF 30'x4a' MIN. SPACE OF 30'x4&' MIN. SHALL BE PROVIDED SHALL BE PROVIDED SHALL BE PROVIDED IN FRONT OF LAVATORY IN FRONT OF URINALS IN FRONT OF D15PEN5ER TO ALLOW FORWARD TO ALLOW FORWARD TO ALLOW FORWARD APPROACH. APPROACH. APPROACH. REFLECTIVE BOTTOM OF CONTROLS SURFACE REFLECTIVE FLUSH CONTROL SURFACE ELONGATED RIM ALL EXPOSED - 'a] WATER PIPES SHALL m SE COVERED 13 'M FLOOR LEVEL LAVATORY WALL -HUNG URINAL TOWEL DISPENSER STANDARD INTERIOR ELEVATIONS SCALE: 1/4' = 1'-0' �4 REFLECTIVE Sufwj=AcE E X ' I — c RESTROOM (110) A-12 1•`r MIN l2' 42 -MIN. f54' Ax / YLY. 25 m TOE " Y in m 701LE7 /TOILETPAPER PAPER - (HT..MEASURED TO OUTLET OF DISPENCE) 13 WOMENS (110) A4.O Q rr�r�sa�e V) V) U 0f (5 a w ¢ w Q IL O I— Z w V) z O U a z ¢ Z O V) V) w EL Z w r a w V) V) w D_ w x w w F- c� z z m O V) x L 0 V) r z 0 co ¢ LEA ' a_ i r z ¢ 0 F- a w z 0 V) V) w m O F- F- w m 0 z EC w O V) Q _ w z Z CC O INTERIOR ELEV. KEY PLAN O r Z l< o VERSION — 2 w w O U O i a w U ¢ U LL c w 0 O a � U O EL CL I > m ® w 0 O F- F u. i O ® w ¢ 0 Q z z z o� Q 12�0 cl a a V) z g EL i w w a" F- b 0 ' 0 'n U) Z g LL IHS IIEM HAS BEEN ELECIRGNICALLY SIGNED AND SEALED BY GERALD It. GROSS, AIA, FARA, ON THE DATE AND/OR TIME w STAMP SHOWN USING A DKITAL SK;PWTLPE. V) w PRIMED COPIES OF NOT CONSIDERED S IIS DOCUMENT ME GNED AND SEATED AND SIGNANRE M ElE1RON C COPIES. BE VERIFIED ON ANY Z ' V) RESTROOM SIGN RESTROOM SIGN _ 1< at MENS at WOMENS DIGITAL IMNATURE F ' v REFLECTIVE SURFACE _ 2 } o GERALD R. GROSS G A A, F.AAA. 6' MAX m _Btih � � 205f North Ibis Drive Lj I w 36' MIN. •'n y Breezes, P"Ida 33453 V) 386-574--X= — > FL REC. ARCHITECT �t NO. AR0005998 E Q U O O O X p w y r m q r PROJECT NO.: 02.15AR2Tc.2A4.0 V) DATE: Ld 0� 24 NOV 2010 a 5'-4' S'-m' w DRAWN BY: (60" MINJ } m A WOMENS (110) w z SHEET NO.: A4.0 Ee INTERIOR ELEVATIONS REFLECTIVE CEILING LEGEND EXIT LIGHTED EXIT SIGN WALL MOUNTED LIGHT v FIXTURE w ® INCANDESCENT LIGHT WALL SCONCE RECESSED Q CHANDELIER p CLG. OUTLET 0 U [C O 4' FOURESCENT e CLG. T.Y. OUTLET ' I -BULB T-0 120W32W liJ C9 CLG. DATA OUTLET LL EMERGENCY LIGHT U z A EXHAUST FAN w Tx4' FOURESCENT DROP -IN Z 2-BUL5 T-S O 12(0Y/64W ® HYAC SUPPLY 0 z Q CEILING MOUNTED PENDANT z LIGHT FIXTURE O HYAC SUPPLY U) ul L C L; 2'x4' FOURESCENT DROP -IN w 5-BULB T-5 120WIrooW HYAC RETURN Z ' ' w fy s REFLECTIVE CEILING SCHEDULE TAG BUILD TYPE STYLE HEIGHT NOTES <A> EX15T OPEN WOOD RAFTER 14' - 20' FOAM ROOF INSUL. B EXIST DRYWALL SMOOTH FIN. 9'-m' NON-PORUS C NEW A.C.T. 2X2 9'-ID' D NEW DRYWALL SMOOTH FIN. 9'-0' NON-PORU5 NEW DRYWALL SMOOTH FIN. IID'-m' 14'W RAISED SOFFIT I= A.T.C.T. = ,ACOUSTICAL TEGULAR CEILING TILE A.C.T. = ACOUSTICAL CEILING TILE D-W = DRYWALL PARTITION SCHEDULE OBUILD DESCRIPTION HEIGHT HATCH W1 NEW 11r2' G.M.U. -11/2' C.M.U. W2 NEW 3112' WD. FRAMING TO CEILING DECK W3 NEW 3112' WD. FRAMING 9'-O.' STUD HT. W4 EXIST WD. FRAMING 10' STUD HT. + F- Tn tr Il. 1- O H V) z 0 a Z Q Ld w Z O co cn Q w m O F- w F- w Q Ii O Z w 0 V) Q r TY w Z Z Q TY O z m O LL Z Q Z o VERSION - 2 1 of I 0 w U z V /��r� 0 LL O W _j / � O O m w w0 w F- Ld U ® o F- w p LL Z Q W Q L C9 Z QV) 0 Q � Q CC Q u— Z Q Z g IL w� I� In ZQ THIS ITEM HAS BEEN ELECIRONICALLY J SIGNED AND SEALED BY GERALD R. GROSS, AIA, FARA, ON THE DATE AND/OR LIME STAMP SHOWN USING A DIGITAL SUVURE. w PRIMED COPIES OF THIS �CUMENTARE w NOT CONSIDERED SIGNFr4 AND SEALED AND SIGNATURE MUST B VERIFIED ON ANY ELETRONIC COPIES. Z m DIGITALSI NATTJRE Lt - S U" ci'� rx L1, r r Y m • :1� � o ' ���j\5 Q , F- _ \Q r o GEWD R. GROSS U ALA, FAAA L 205T North Ibis Drive s Briny Breezes, Florida 3M Tn 386-574-9088 FL REG. ARCHfrECT w NO. AR000599$ w m PROJECT NO.: 2013AR2TC.2A5.1 w DATE: w 24 NOV 2010 w DRAWN BY: m w m w z > SHEET NO.: FIRST FLOOR REFLECTIVE CEILING PLAN SCALE: 1/41I = I1-011 m w Z -5.1 w A 0 i REFLECTIVE CEILING LEGEND EXIT LIGHTED EXIT SIGN WALL MOUNTED LIGHT w FIXTURE F- T WALL SCONCE Q V) 1U) CLG.OUTLET EMERGENCY LIGHT [� O eCLG. T.V. OUTLET a TY w 0 li 0 F- _(;� GEILING.MOUNTED PENDANT z Y w LIGHT FIXTURE Vi z O ® INCANDESCENT LIGHT 0 RECE55ED U z CHANDELIER ' INCANDESCENT LIGHT 120V/25OW DIMABLE ® CLG. DATA OUTLET v) m w EXHAUST FAN (L A 2'x4' FOURE5CENT DROP -IN z 2-BUL5 T-S w 120V/(o41U ® HVAC SUPPLY 5 U w U) HVAG SUPPLY w Tr n x C 2'x4' FOURESCENT DROP -IN w I 5-51LILB T-5 w 120WIC?O 1 HVAG RETURN :E cD z z ¢ REFLECTIVE CEILING SCHEDULE TAG BUILD TYPE STYLE HEIGHT NOTES EX15T OPEN WOOD RAFTER 14' - 20' FOAM ROOF INSUL. EXIST DRYWALL SMOOTH FIN. 9'-0' NON-PORUS C NEW A.C.T. 2X2 D NEW DRYWALL SMOOTH FIN. 9'-0' NON-PORuS E NEW DRYWALL SMOOTH FIN. 10'-0' 14'W RA15ED SOFFIT <F> NEW A.C.T. 2X2 NEW DRYWALL SMOOTH FIN. N NEW OPEN WOOD RAFTER 12'-0' FOAM ROOF INSUL. NEW DRYWALL LT. TEXTURE 8-0' K NEW A.C.T. 2X2 10-0' A.T.C.T. = ACOUSTICAL TEGULAR CEILING TILE A.C.T. = ACOUSTICAL CEILING TILE D-w = DRYWALL F- m O F- F- U T F= rY 4 z 0 F-- U w Z 0 In In w m 0 F- L.1 F- w m 0 z w 0 rn 00 PARTITION SCHEDULE OBUILD DESCRIPTION HEIGHT HATCH W1 NEW I V2' CM.U. W2 NEW 31i2' WE). FRAMING TO CEILING DECK W3 NEW 31i2' IUD. FRAMING V-0" STUD HT. W4 EX15T WD. FRAMING 10' STUD HT. z o VERSION - 2 W a. O U O U W Z < 0 Ill. U LL W U U Q � r V, U Ir LL 0 LLI In w 0 �-cc LL 0 z LLB w�Q�Ir z Q0 U LL c V) 0 Z W V) W F- U) ZQ IMS REM WtS BEEN ELECTRONCALLY J SKiNED AND SEALED BY GERALD R. GROSS, n AIA, FARA, ON 1HIPAIE AND/OR TIME STAMP SIM USING/ DIGITAL 51GNAME. W I� W PRNIED COPIES OF LS DOCl1MENTME = NOT CONSIDERED 51�NED AND SEALED AND SIGNATURE M BE VERIFIED ON ANY ELEIRONK; COPIES. z F� IGI'I'AL ' GNATURE T � CD—"�C 1 �OP` O��r • ' 'V610 c� r o GEWD R. GROSS o A.I.A., F.AAA L 205f North Ibis Drive = Briny Breezes, Florida 33453 V) 386-574-9088 FL REG. ARCHI[TECT w NQ. AROOO5998 V) w rx PROJECT NO.: gg•SAR2TC.IA5.2 v) V) DATE: m 24 NOV 2015 . o w DRAWN BY: ; , ; SECOND FLOOR REFLECTIVE CEILING PLAN 6CALE: 1/4° = 1'-0" ED w _ / SHEET NO.: m w Z (5 W _. U EAST ELEVATION - Existing U w I- 2 U (r 36'-6' A.E.E. Q BUILDING HT Tn Tn 0 D_ Q 0 J 32'-3' AFF. w Q MEAN ROOF HT h O F- Z W Tn Z O U C) Z Q Z O V) In 24'-4' AFF. PARAPET HT ® w a a. 2ID'-6' AFF. r. I �: DECK HT. ow In V) w w x -• w 16'-6' AFF, w 2nd FIN15HEID I= - FLOOR c� Z Z m O V e LL i F- O r z o_ V) i W L Q O W Z - O9 V) Tn Q ID' - ID' W FINISHED FLOOR In O f- W Q O 5CAL.E: 1/411 = V- 0 z fl W ELEVATION FINISH SCHEDULE 0 TYPE MATERIAL SPECIFICATION 10 TYPE MATERIAL SPECIFICATION A WALL -BRICK BRICK M FIXED GLASS EXISTING B WALL- BRICK-CEMITITIOUS CEMENTITIOUS FINISH N STEEL COLUMN 6X& PAINTED C WALL-CMU GEMENTITIOUS FINISH SAND FINISH 2-GOAT SYSTEM ON G.M.U. P BRICK CHIMNEY PAINTED EXISTING TO REMAIN D CONTROL JOINTS Q BRICK ROWLOCKS PAINTED EXISTING TO REMAIN E AWNING CANVAS OVER MTL. FRAME R EXT. FRENCH DOOR METAL INSUL/LITE PRE PRIMED, SEE DOOR 5CHEDUAL F EXT. WALL-WD. FRAME STUCCO -LIGHT TEXT. lia' 3-GOAT PORTLAND CEMENT FINISH ON GALV. MTL. PAPER -BIG RIBBED LATH S EXT. MTL. DOORS METAL IN5UL. EXISTING DOOR TO BE REMOVED AND REPLACE W1 42' STEEL DR G 3" 0/3" BAND 8' STYRO MOLD or 5' STUCCO TRIM STYRO: 3' RAISED ARCH, PRE -PRIMED CEMENTITIOU5: 3' RAISED ARCH, SAND FIN. T H PARAPET FLASHING EXTRUDED ALUMN. PAINTED FINI5H U J WINDOWS -SINGLE HUNG ALUMN OR VINYL FACTORY COLOR, DBL. GLAZE, TINTED V L STORE FRONT DOORS & WINDOWS ALUMN SYSTEM TINTED 9/16' UNIT /W 5H-14 SOLAR REFL. COATING w EX - EXIST NW - NEW PROPOSED EAST ELEVATION -Proposed O In Q w z Z Q IY O L Ti o LL z Q z o VERSION - 2 w I'll Q w Q o w U D 0 ' ` U O Ilf W 0Y 0 Ill z 0 Cc O 36 -roAFF. o F- co • �. x �, (� LJL.. Lam•• BUILDING HT 0 Wz � w Q < U Q 32'-3' AFF. Q z Z z z a Q0 (j) MEAN ROOF HT 3 o 0 Q Tn Z w w w 2 T- 24'-4' AFF. VT PARAPET HT Z g THIS ITEM HAS BEEN ELECTRONIC'AllY SIGNEDANDSEALEDBYGERALDR.CROSS, a AIA, FARA, ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNAIURE. w W Z PRINTED COPIES OF THIS DOCUMENT ME NOT CONSIDERED SIGNS&D SEALED 2ID'-(o' AFF. ~ AND SIGNATURE MUST 8 RIFIED MANY ELETRONICCOPIES. DECK HT. Z - V) DIOL'l'AL M ATURB I O AFF. 2nd FINISHED FLOOR 4 ,a C w -� U a (9 o GERALD R. GROSS U ALA, F.AAA Tn 205T North Ibis Drive x Briny Breezes, Florida 33453 v) 386-574-9088 FL REG. ARCHfTECT w NO. AR0005998 uT w PROJECT NO.: g.BA WTC.2Ar0.0 V) V) w DATE: � 24 NOV 2010 ID' -ID' w DRAWN BY: FINISHED FLOOR TML w n_ z SHEET NO.: w Z CD wA-6.0 0 5CAL.E: 1/4" = V-0" -- NORTH ELEVATION - Existin 36'-6' A.FF 1- U BUILDING HT Iw s U D' Q In In 32'-3' A.F.F_ fy c� MEAN ROOF HT 0 J Q w U F- Z w In Z O U 24'-4' AFP. PARAPET HT z O V) v7 L 20'-131/4' A.F.F. w CL DEGKH z w x 0 w 16'-6' APR vl 2nd FINISHED fr FLOOR n x w 'w f-z - c9 z z m O In IL O I- 0 r) w FINISHED FLOOR 0 V) In Q w m 0 w (Y Q 5CALE: 1/411 U Z >w W O V) F- Q I w z z Q CY O O w } z Q z o VERSION - 2 w 0- 0 U O w C9 Z Q T U w 0 Q U U O 0 a F�F. ® w> w I m a G HT w t " Q Ill0 0 o F-- w F u- 0 F HT LK Q Q U_. cr z Q z 0 0 J26'-5' Ar-F o BTM. OF STL. BI✓AM A ROOF o Q z m w V) w E- vi Z RUS ITEM HAS BEEN ELECIRONICALLY SIGNED AND SEALED BY GOAD R. GROSS, AFF-a AIA, FARA, ON IHE DATE AND/OIZ TIME STAMP SHOWN USING A DIGITAL SIGNATURE. HT,. w W PRINTED COPIES OF I f iS DOCUMENT ARE = NOTCONSIDEREDSI EDANDSEALED AND SIGNATURE M T BE VERIFIED ON AN' ELEIRONIC COPIES Z D7 DIGI'I'A SIGNATURE a—FF. = 1 HED V �pl 01 , Lell tp 0 l- S r o GEFRGAROSS �Q 205T North Ibis Drive z Briny Breezes, Florida 3M In 386-574-9088 a FL REG. ARCHrrECT w NO. AR0005998 In w m PROJECT NO.: 01_0, i gg.HWTc.2A&J FINISHED FLOOR w DATE: Ir 24 NOV 2010 rl w DRAWN BY: m TML w rr w = SHEET NO.: rY w z 2 - wea+�asal n�nre�u.� ti�' WEST ELEVATION - Existin U W T U 36'-6' AFF. Q BUILDING HT In D7 O a 0 0 J 32'-3' AFF. w MEAN ROOF HT O w O f— Z w D7 Z O U `L Z O V) 24'-4' AFF. to PARAPET HT w IL z w 20'-6' AFF. DECK HT. ❑ w D7 Ln w ry w x 16'-6' AFF. w w 2nd FINISHED T FLOOR O _Z Z_ H Lq O LL 1 I— O V 3 z _O ¢ w a � r z 0 I— Lu Z CD Tn Tn O'-0. ¢ FINISHED FLOOR m 0 T H W Ir 0 SCALE: 1/4" = V-0 Ir ELEVATION FINISH SCHEDULE TYPE MATERIAL FIXED GLASS EXISTING STEEL COLUMN 6XC6 PAINTED BRICK CHIMNEY PAINTED w Q O D7 0 TYPE MATERIAL SPECIFICATION 0 SPECIFICATION Q ? s WALL -BRICK BRICK M 0 w z B C WALL- BRICK-CEMITITIOUS WALL-CMU CEMENTITIOUS FINISH CEMENTITIOUS FINISH SAND FIN15H 2-COAT SYSTEM ON C.M.U. N P z < EXISTING TO REMAIN Tr O D CONTROL JOINTS Q BRICK ROWLOCKS EXT. FRENCH DOOR PAINTED EXISTING TO REMAIN O LL E AWNING CANVAS OVER MTL. FRAME R METAL INSUL/LITE EXISTING DBL. DOORS TO BE REMOVED AND REPLACE W/ 36' STEEL DR z ¢ F EXT. WALL-WD. FRAME STUCCO - LIGHT TEXT. iVa' 3-COAT PORTLAND CEMENT FINISH ON GALV. MTL. PAPER-BK RIBBED LATH S EXT. MTL. DOORS METAL INSUL. EX15TING DOOR TO BE REMOVED AND REPLACE W/ 42' STEEL DR z ❑ VERSION - w a O U 0V ❑ m z T UU. 0 ' G 3" 0/3" BAND 5' STYRO MOLD or S' STUCCO TRIM 5TYRO: 3' RAISED ARCH, PRE -PRIMED CEMENTITIOUS: 3' RAISED ARCH, SAND FIN. T H PARAPET FLASHING EXTRUDED ALUMN. PAINTED FINISH U J WINDOWS -SINGLE HUNG ALUMN OR VINYL FACTORY COLOR, DBL. GLAZE, TINTED L STORE FRONT DOORS & WINDOWS ALUMN SYSTEM TINTED 9/16' UNIT /W 5H-14 SOLAR REFL. COATING W EX -EXIST NW -NEW PROPOSED WEST ELEVATION -Proposed w U O O 0 Ct 0W 36'-6' AFF. w m w Z w cr BUILDING HT 0 0 W z w �-- ® rr 32'-3' AFF. < ,per MEAN ROOF HT c� w Z z Q O (j) - - 28'-5' AFF. ❑ ❑ BTM. 5TL. BEAM a ROOF Z z fl ')At 1t ACC u7w 'ARAPET vi Z THS ITEM HAS BEEN ELECIRONIMLY ' g SIGNED AND SEALED BY GERALD R. CROSS, n A.IA, FARA, ON IHE UAIE ANDfOR TIME STAMP Sf IOWN USING A DIGITAL SIGNATURE. 20'-73/4' AFF. lc)'-V AFF. w Tn = PRINTED COPIES OF THIS DC UMENIARE NOT CONSIDERED SIGNED AND SEALED PECK HT. - — — TOP OF 5TL. BEAM a DECK ~ AND SIGNATURE ELEMONICCOPI BE VERIFIED ON ANY . z vICTT. slcrTnTuaE 16'-3' AFF, IIT 2nd FINISHED FLOOR c T— - c� a GER&D R. GROSS o ALA, F.AA.A: L 205T North Ibis Drive T Briny Breezes, Honda 33453 V) 386-574-W88 > FL. REG. ARCHfTECT w NO. AR0005998 . U) w PROJECT NO.: gg.HWTc.2Ao,2 w DATE: FINISHED FLOOR a 24 NOV 2018 w DRAWN BY: TML Ill w w T SHEET NO.: w Z 2 Vu Illr ELECTRICAL SPECIFICATIONS COOLERS SECTION I GO 10 - ELECTRICAL GENERAL PROV151ON5 1. ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES AND STANDARDS: A. FLORIDA BUILDING CODE 2017 C. NFPA-70 NATIONAL ELECTRICAL CODE 20 14 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT, EXCEPT WHERE 5PECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED OK REUSED. 3. ALL 5Y5TEM5 SHALL BE TESTED FOR PERFORMANCE VERIFICATION IN THE PRESENCE Of THE OWNER. 4. V151T THE JOD51TE PRIOR TO BID AND EXAMINE THE EXISTING CONDITIONS. INCLUDE ALL MATERIAL AND LABOR FOR A COMPLETE INSTALLATION. 5. COORDINATE THE INSTALLATION WITH �OTHER TRADES TO MAINTAIN PROPER WORKING CLEARANCES AND FIRE RATINGS. VERIFY EQUIPMENT KATING5 PRIOR TO ORDERING MATERIAL5. CHECK VOLT/AMP KATI NG5 AND MOU NTI NG/TKI M REQUIREMENTS. IF THERE ARE INCON515TEN515TIE�, GET CLARIFICATION. PRIOR TO ORDERING MATERIAL5 OK ROUGH -I N . SECTION I G500 - LIGHTING 1. EXIT SIGNS SHALL BE PROVIDED WITH ARROWS AND FACES TO MATCH FIELD CONDITIONS AND 50 AS TO BE CLEARLY V15113LE FROM ANY LOCATION WITHIN THE ROOM , AS REQUIRED BY CODE. 2. LIFE SAFETY LIGHTING AND SIGNS SHALL BE PROVIDED IDED WI H CIRCUIT BATTERY EQUIPMENT AND CONNECTED TO THE R AHEAD Of ALL SWITCHING. 3. LIGHT FIXTUKE5 5UPPOKTED BY CEILING GRID SHALL BE SEPARATELY 5UPPOKTED FROM THE STRUCTURE ABOVE PER FIELD TECHNICAL INFORMATION #40. FIXTUKE5 WEIGHING LE55 THAN TEN POUNDS SHALL HAVE ONE 1 2-GUAGE HANGEKWIKE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. FIXTURES WEIGHING MORE THAN TEN POUNDS SHALL HAVE TO 1 2-GUAGE WIKE5 ATTACHED AT OPPOSING CORNERS Of THE FIXTURE. SECTION I G050 - ELECTRICAL DA51C MATERIALS AND METHODS 1. COLOR FOR PLATES AND DEVICES SHALL BE AS DIRECTED BY THE ARCHTECT . 2. OUTDOOR DEVICE BOXES SHALL BE CAST 1`5 TYPE WITH GA5KETED COVERS, UNLE55 INDICATED OTHERWISE. PVC 15 APPROVED WITHIN CONCRETE WALLS. 3. WIRE SHALL BE COPPER UNLE55 NOTED OTHERWISE ON THE PLANS, HEAT AND MOISTURE RESISTANT, TYPE THWN WITH A GOO VOLT RATING. 4. MINIMUM WIRE SIZE 15 # 12 FOR POWER CIRCUITS. RUN # 10 MINIMUM HOME RUN FOR CIRCUITS LONGER THAN FIFTY FEET AS MEASURED FROM THE LAST JUNCTION BOX. 5. FOR DEVICES LOCATED ON OPPOSITE SIDES OF A FIRE RATED WALL, SPACE DEVICES NOT LE55 THAN 24 INCHES APART. G. PER N.E.C. 2014 PROVIDE MULTI -WIRE BRANCH CIKCUI T5 WITH COMMON -TRIP CIRCUIT BREAKER POLE5 50 THAT ALL UNGROUNDED CONDUCTORS IN THE CIRCUIT ARE DISCONNECT AT THE SAME TIME. OR, RUN SEPARATE NEUTRALS FOR THE MULTI -WIRE CIRCUITS. 7. PROVIDE WIRE TIES IN THE PANEL FOR THE GROUNDED AND UNGROUNDED WIRES Of MULTI -WIRE BRANCH CIRCUITS. SECTION I G030 - ELECTRICAL DEMOLITION 1. REMOVE AND DISPOSE OF ALL MATERIALS ABANDONED OR DEMOL15HED DURING CONSTRUCTION, UNLE55 OTHERWISE INDICATED ON THE PLANS. 2. EXISTING CIRCUITS SUCH AS TH05E FEEDING HV PLACE SHALL 5 OTHER R 5Y5TEM5 THAT MAY KEA50NADLY BE EXPECTED TO REMAIN IN L PROTECTED DURING CONSTRUCTION AND SHALL BE OPERATIONAL AT COMPLETION OF THIS PROJECT. MEET WITH THE OWNER/U5ER TO DETERMINE EQUIPMENT EXPECTED TO REMAIN IN PLACE, PRIOR TO BEGINNING DEMOLITION. 3. ALL KNOWN CODE VIOLATIONS HAVE DEEN ADDRESSED FOR UP -GRADE TO CURRENT SAFE STANDARDS IN THESE PLANS. IF DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION OTHER CODE VIOLATIONS OR SAFETY 155UE5 ARE DISCOVERED, ADV15E THE OWNER AND ENGINEER IMMEDIATELY, IN WRITING. SECTION I GG 10 - SURGE PROTECTION 1. PROVIDE MOV TYPE LIGHTNING ARRESTER ON THE MAIN SERVICE DISCONNECT(5) PER NEC 260 AND CENTRAL FLORIDA LOCAL AMENDMENTS. 2. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS, SHALL BE MOV 5INGLE-5TAGE TYPE 50,000 KA PER PHASE WITH FUSING AND INDICATOR LAMPS. MAKE DIRECT CONNECTION TO THE BUS. 3. PROTECTORS FOR BRANCH CIRCUIT PANEL BOAKD5 MAY BE FACTORY INSTALLED WITHIN THE PANEL OR MAY BE CLOSE N I PPLED TO THE 51 DE OF THE PANEL WITH CONNECTING LEADS LE55 THAN 16 INCHES LONG AND WITH NO SHARP BEND5. 4. PROVIDE L-L, I_-N, N-G PROTECTION MODES WITH 50 KA PER PHASE. SECTION I G720 - FIRE ALARM AND DETECTION SYSTEM 1. ALTER/ADD/REMOVE DEVICES FROM EXISTING SYSTEM AS REQUIRED AND SHOWN ON DRAWINGS. PROVIDE A NEW SYSTEM FOR THE SPACE COMPATIBLE WITH THE EX15TING BUILDING SYSTEM IF REQUIRED BY LANDLORD. 2. ALL WIRING SHALL BE IN RACEWAY. 3. PROVIDE BATTERY BACKUP PER NFPA. PROVIDE CALCULATIONS AND SEALED PERMIT DRAWI NG5. TH 15 ENGINEER WILL PROVIDE SEALED COPI E5 OF TH E5E PLAN5 BUT WILL NOT SEAL DIAGRAMS AND CALC5 PREPARED BY OTHERS. 4. MOUNT PULL STATIONS 46" AFF; HORN/5TKOBE5 60" AFF. 5. DE51GN 15 BASED ON 75CANDELA STROBES, 9ODB HORNS. G. PROVIDE AIR HANDLER SMOKE DETECTORS TO THE MECHANICAL CONTRACTOR FOR I NSTALLATION . MAKE FI NAL WIRE CON NECTION5. PROVIDE REMOTE TEST, RESET * INDICATOR STATION NEAR EACH AHU IN AN ACCE55ADLE LOCATION WITH ENGRAVED LABEL. GENERAL NOTES: 1. ALL WORK 5HALL COMPLY WITH CODES AND STANDARDS LISTED IN THE SPECIFICATIONS. 2. THE DRAWINGS ARE DIAGRAMATIC AND THE OM155ION OF AN ITEM NECE55ARY FOR THE PROPER FUNCTIONING Of THE SYSTEM DOES NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING THAT ITEM. 3. NOTIFY ARCHITECT/ ENGINEER OF ANY CONFLICTS PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENING. 4. PRIOR TO DID, COORDINATE ALL ELECTRICAL WORK WITH MECHANICAL WORK AND OTHER TRADES. SEE SPECIFICATIONS FOR REQUIREMENTS. 5. CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED BY ELECTRICAL INSPECTOR AND/OR ARCHITECT/ENGINEER. CONTRACTOR SHALL NOTIFY A/E OF A SCHEDULED INSPECTION TIME WITHIN 72 HOURS. CONTRACTORS SHALL NOT CONCEAL WORK UNTIL APPROVED. G. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR ON REQUIREMENTS FOR STRUCTURAL SUPPORT AND FRAMING FOR ALL ELECTRICAL EQUIPMENT AND SYSTEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND VERIFYING STRUCTURAL SUPPORT AND FRAMING. 7. THE SIZE, LOCATION, WEIGHT, AND NEC ARTICLE 1 1 0/364 REQUIRED SERVICE CLEARANCES OF EQUIPMENT INSTALLED UNDER DIV15ION I G ELECTRICAL SHALL BE COORDINATED WITH ALL OTHER TRADES. 6. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE 15 A POSSIBILITY OF CONFLICT BETWEEN TKADE5, CONTRACTOR SHALL MAKE COMPOSITE DRAWINGS SHOWING THE EXACT LOCATION OF DUCTS, CONDUIT AND EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT BETWEEN THE TRADE5, SHALL BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION OF THE WORK. 9. ELECTRICAL CONTRACTOR 15 TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS WITH LABELING TAGS AT EACH END. 10. ALL RACEWAY TERM I NATION'5 SHALL HAVE BUSH I NG5 AND BE GROUNDED WHERE RACEWAY 15 METAL. I 1. ALL DARE METAL 5URFACE5 SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING BUT NOT LIMITED TO ANGLE FRAMING, EQUIPMENT SUPPORTS, MOUNTING HARDWARE, ETC. 12. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 13. ALL RACEWAYS SHALL HAVE A GREEN GROUNDING CONDUCTOR. 14. ALL NEW BREAKERS IN EX15TING PANELS SHALL HAVE AN AIC RATING EQUAL TO OK GREATER THAN THE HIGHEST DATED BREAKER IN THAT PANEL. 15. CONTRACTOR SHALL FIKE5TOP ALL NEW AND EX15TING ELECTRICAL PENETRATIONS IN FIRE RATED PARTITIONS (WALLS, FLOORS OR CEILINGS) WITH AN APPROVED FI KE5TOP 5Y5TEM RATED FORTH E APPLICATION. FIKE5TOP SYSTEM SHALL BE UL L15TED AND INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTUKEK'5 INSTRUCTIONS. G. EC SHALL FURNISH AND INSTALL EXPAN5ION JOINTS AT ALL LOCATIONS WHERE DU I LDI NG EXPANSION JOINTS ARE USED. 17. COORDINATE ALL MECHANICAL LOADS, VOLTAGES AND LOCATIONS WITH MECHANICAL CONTRACTOR AND MAKE NECE55AKY ADJUSTMENTS WITHOUT EXTRA CHARGES. 8. EC MAY INSTALL MULTIPLE CIRCUITS INDICATED ON PANEL SCHEDULE IN A SINGLE CONDUIT. EC SHALL DE RESPONSIBLE FOR VERIFYING CONDUIT FILL AND CONDUCTOR DEBATING. 9. ALL POWER AND WIRING SHALL BE CONCEALED WHERE PRACTICAL. SURFACE MOUNTED RACEWAY 5HALL BE WIKEMOLD (OR EQUIVALENT) METALLIC SURFACE RACEWAY. CONTRACTOR SHALL PROVIDE AND INSTALL ALL RACEWAY, BOXES, AN D FITTI NG5 KEQU I RED FOR A COMPLETE INSTALLATION. CABLING IN NON-PUBLIC AKEA5 MAY BE IN EMT. 20. SURGE PROTECTION SHALL BE PROVIDED ON ALL CABLES ENTERING/ EXITING BUILDING5 THAT CONNECT TO ELECTRICAL EQUIPMENT. 2 1 . ALL 51TE EXCAVATION OR TRENCHING SHALL DE DONE BY HAND. ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH Of 2411 . 22. NO SPLICES SHALL BE PEKMITED IN UNDERGROUND/ FLUSH IN -GRADE PULL BOXES WITHOUT PRIOR WRITTEN APPROVAL BY OWNER. 23. ANY REDUCTION IN CABLE SIZE TO FIT ON LUGS 15 THE RESPONSIBILITY OF THE CONTRACTOR If CALLED FOR ON THE DKAWING5 OK NOT. 24, ALL WIRE AND CONDUIT 51ZE5 SHOWN ARE BASED ON THE LENGTH OF THE A55UMED ROUTING OF THE WIRE AND CONDUIT AND VOLTAGE DROP COMPLIANCE. CONTRACTOR SHALL VERIFY THE WIRE AND CONDUIT 51ZE BASED ON THE ACTUAL LENGTH OF THE ROUTE AND ADJUST AS REQUIRED MEETING ALL REQUIRED VOLTAGE DKOP5. 25. THE CONTRACTOR MUST CONTACT THE POWER COMPANY IMMEDIATELY AFTER FINAL DOCUMENTS HAVE BEEN SUBMITTED TO OPEN UP A WORK ORDER. CONTRACTOR SHALL PROVIDE THE POWER COMPANY ENGINEER A SET Of ELECKCAL DRAWINGS AND A COMPLETED LOAD CALCULATION SHEET. INFORMATION SHOWN ON DRAWINGS REGARDING THE POWER COMPANY TRANSFORMER, AIC RATINGS, CT CABINETS SERVICE D15CONNECT5 ETC, ARE SUBJECT TO CHANGE BASED ON THE FINAL POWER COMPANY SERVICE DESIGN, CONTRACTOR SHALL ALLOW FOR THESE POSSIBLE CHANGES AND MAKE MODIFICATION5 AS REQUIRED BY THE POWER COM PMANY PI NAL DESIGN. ELECTRICAL LEGEND, NOTES + SPECS ELECTRICAL 5YME3OL5 LIFE SAFETY EMERGENCY LIGHT ® LIGHTED EXIT SIGN WALL MOUNT (2-HR BATTERY BACKUP) (2-HR BATTERY BACKUP) EMERGENCY LIGHT EMERGENCY LIGHT LIGHTED EXIT SIGN CEILING MOUNT COMBO (2-HR BATTERY BACKUP) (2-HR BATTERY BACKUP) LIGHTING ® G" RECESSED FIXTURE -- 4' LED STRIP SURFACE MOUNTED 0 4" PUCK FIXTURE 2'x4' TROFFER LED WALL MOUNTED LIGHT - -- ' �J FIXTURE WALL SCONCE O CHANDELIER p 4' TRACK LIGHT CEILING MOUNTED PENDANT LIGHT FIXTURE ELECTRCAL MISC. I 10 V. DUPLEX OUTLET CLG. OUTLET HOT. \ SWITCHED MOTOR I 10 V. DUPLEX OUTLET �wP WATERPROOF 110 V. DUPLEX ELECTRICAL PANEL OUTLET 1 15 V. QUADPLEX OUTLET 4A SINGLE POLE SWITCH -w'O 3-WAY SWITCH GFI 1 15 V. DUPLEX OUTLET � -wq 4-WAY 5wrrcH FLOOR OUTLET �w 0 DIMMER SWITCH ® 220 V. DUPLEX OUTLET �}FL G.F.I. SWITCH 220 V. DISCONNECT EXHAUST FAN GFI 1 15 V. SINGLE OUTLET LOW VOLTAGE - DATA, COMM and MEDIA ® CLG, T.V. OUTLET -+ TELEV1510N JACK TELEPHONE CLG. DATA OUTLET DATAMETWORK CLG. DATAMETWORK JUNCTION BOX (AUDIO) TELEPHONE SPEAKER (AUDIO) rpm (2) CATS f" F 115V (I .5A) VERIFY THERMOSTAT TELEV1510N -fl PUSH BUTTN O::::::::::::(_-.... - CABLE (54" A.F.F. U5B CHARGER 96" 115V (3.OA) VERIFY FIRE ALARM 0° FIRE ALARM PULL STATION. MOUNTING HEIGHT PER ADA. P WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE 0 FIRE ALARM STROBE ONLY PER A.D.A. AND UL UL 1977 . 80"AF1' . FIRE ALARM SPRINKLER FLOW SWITCH FIRE ALARM 5PRINKLER TAMPER SWITCH 0 FIRE ALARM HEAT DETECTOR FIRE ALARM DUCT SMOKE DETECTOR Q FIRE ALARM AREA SMOKE DETECTOR CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE CLG il L n n Y J z I] n z z Q z D w D_ z It 3 0 w V) w a D_ w w x F- 0 z z m 0 I + �1 a � y, all, w W a U) 0 w �° • � 2 w z o H h Z � Z O ,aww V)'g a W Y ' ; 00 UP-a42Yw F- V) F- 0 �V) �z 0 z Q 0 00 0 G) L oAl Ld z U) U) Q w 0 F- w ry Q 0 z a w 0 3 w z z Q z 0 ly- LL z Q z °w VERSION -- 2 FL U V) � a a 0 V 0 w w z zIL U. T U w + U 0 0 w IF- F- 8w Ill 0 w ZQ Q z 0 Q j 0 J J0 z V z w w w w F- V) Z("�EULECTRONICALLYSIGNED ITEM g NDD- OSS, w V) w F- z F- 0 w IL 0 ff 0. x w F- 0 0 z Q a r n. 0 U V) _ V) w x w in w 1.2 in w a8 w TSHEET w w i w z 0 -0 rn w 0 I 9 LIGHTING FIXTURE 5CHEDULE EQUIPMENT - I I -ma I �•. 11ii1vI BASE •®SDESCRIPTION LOCATION MEN • • BEER COOL CONDENSOR BEER COOLER TAPS ©IL�1aYTaiWa{41\ I�-��_-I----�I_ 1 • •' -1 / ' TANKLESS GAS WATER HEATER RECIRCULATING PUMP HAND SINK (2) CAT5, 115V, PHONE ms 1111111�11111111111111111TRASH CAN, SLIM BEER DRAFT SYSTEM (15 A - _ msCOFFEE/CAP MAKER SINK �UTILITY I-i IBM I I I PANEL: A EXISTING VOLTAGE.- 120/240V MAIN: 200A MOUNTING: PHASE: 3 SMD/MLO.- MLO MANUFACTURER SPACES: 42 AIC: EXIST SOURCE: TYPE: SECTION "B" IS HIGH LEG CAPACITY 83KVA CKT. EQUIPMENT KVA COND WIRE CB POLE POLE CB WIRE COND KVA EQUIPMENT CKT 1 PANEL FRONT LOFT EXIST EXIST 90 3 1 20 EXIST EXIST OUTLETS 2 3 EXIST EXIST 90 BLANK 4 5 EXIST EXIST 90 1 20 EXIST EXIST OUTLETS 6 7 TRACK LIGHTS EXIST EXIST 20 1 BLANK 8 9 BLANK 1 20 EXIST EXIST OUTLETS 10 11 OUTLETS EXIST EXIST 1 20 1 1 20 EXIST EXIST OUTLETS 12 13 BLANK 2 20 EXIST EXIST COOLER 14 15 BLANK 20 EXIST EXIST 16 17 TRACK LIGHTS EXIST EXIST 20 1 1 1 20 EXIST EXIST LIGHTS 18 19 WATER HEATER EXIST EXIST 30 2 1 20 EXIST EXIST NO LABEL 20 21 fill EXIST EXIST 30 2 20 EXIST EXIST ICE MACHINE 22 23 NO LABEL EXIST EXIST 20 1 20 EXIST EXIST fill 24 25 BLANK 3 40 EXIST EXIST NEW LINE 26 27 BLANK 40 EXIST EXIST .11 28 29 BLANK 40 EXIST EXIST fill 30 31 BLA NK BLANK 32 33 BLANK BLA NK 34 35 BLANK BLANK 36 37 BLANK BLANK 38 39 BLANK BLA NK 40 41 BLA NK BLANK 42 PHASE A 0 0.0 CONNECTED KVA PHASE B 0 PHASE C 0 PANEL: A EXISTING REVISED VOLTAGE: 120/240V MAIN: 200A MOUNTING: PHASE: 3 SMD/MLO: MLO MANUFACTURER SPACES: 42 AIC: EXIST SOURCE: TYPE: SECTION "B" IS HIGH LEG CAPACITY 83KVA CKT. EQUIPMENT KVA COND WIRE CB POLE POLE CB WIRE COND KVA EQUIPMENT CKT 1 LIGHTS 1.09 3/4 12 20 1 2 60 6 1 7.0 AHU-1 2 3 BLANK 60 6 1 7.0 4 5 LIGHTS 1.423 3/4 12 20 1 1 20 12 3/4 0.5 RR A UTO TRANS 6 7 SPARE 20 1 1 20 12 3/4 0.5 RR AUFO TRANS 8 9 BLANK 2 60 6 1 7.0 AHU-2 10 11 BEER TAPS 0.54 3/4 12 20 1 60 6 1 7.0 fill 12 13 POS 0.18 3/4 12 20 1 2 50 8 314 4.1 CU-1 14 15 BLANK 50 8 3/4 4.1 fill 16 17 RECEPTACLES 0.72 3/4 12 20 1 1 20 SPARE 18 19 COOLER EVAP 0.162 3/4 12 20 2 1 20 1SPARE 20 21 fill 0.162 3/4 12 20 2 50 8 3/4 4.1 CU-2 22 23 COOLER LIGHTS 0.48 3/4 12 20 1 50 8 W4 4.1 fill 24 25 PIT LT & RECEPT 1 3/4 12 20 1 26 27 28 29 SUMP CONTROL 1 3/4 12 20 1 30 31 SUMP PUMP MTR 0.8 3/4 12 20 1 32 33 34 3'' 36 37 38 39 40 41 42 PHASE A 14.832 53.0 CONNECTED KVA PHASE B 22.362 36.6KVA DEMAND PHASE C 15.763 PANEL: B EXISTING VOLTAGE: 120/240V MAIN: 200A MOUNTING: PHASE: 3 SMD/MLO: MLO MANUFACTURER SPACES: 42 AIC: EXIST SOURCE: TYPE: SECTION "B" IS HIGH LEG CAPACITY 83KVA CKT. EQUIPMENT KVA COND WIRE CB POLE POLE CB WIRE COND KVA EQUIPMENT CKT 1 LOFT PANEL EXIST EXIST 90 3 BLANK 2 3 EXIST EXIST 90 1 20 EXIST EXIST OFFICE LIGHTS 4 5 EXIST EXIST 90 BLANK 6 7 LIGHTS EXIST EXIST 20 1 BLANK 8 9 BLA NK BLANK 10 11 BLANK BLANK 12 13 BLANK BLANK 14 15 BLANK BLANK 16 17 BLANK BLANK 18 19 BLANK BLANK 20 21 BLANK BLANK 22 23 BLANK BLANK 24 25 BLANK BLANK 26 27 BLANK BLANK 28 29 BLANK BLANK 30 31 32 33 34 35 36 37 38 39 40 41 42 PHASE A 0 0.0 CONNECTED KVA PHASE B 0 PHASE C 0J-7 PANEL: B EXISTING REVISED VOLTAGE: 120/240V MOUNTING: MANUFACTURER SOURCE: PHASE: SPACES: TYPE: "B" IS HIGH LEG 3 30 MAIN: SMD/MLO: AIC: SECTION CAPACITY 200A MLO EXIST 83KVA CKT. EQUIPMENT KVA COND WIRE CB POLE POLE CB WIRE COND KVA EQUIPMENT CKT 1 RECEPTACLES 1.08 3/4 12 20 1 2 60 6 1 7.0 AHU-3 2- 3 GELLATO 1.44 3/4 12 20 2 60 6 1 7.0 "" 4 5 1.44 3/4 12 20 1 20 SPARE 6 7 COFFEE 4.8 3/4 8 40 2 1 20 SPARE 8 9 4.8 3/4 8 40 2 35 8 3/4 4.0 AHU-4 10 11 PASTRY 1.7 3/4 12 20 1 1 35 8 3/4 4.0 12 13 POS 0.18 3/4 12 20 1 1 20 SPARE 14 15 BLANK 2 50 8 3/4 4.1 CU-3 16 17 BLANK 50 8 3/4 4.1 1.1118 19 BLANK 1 20 SPARE 20 21 BLANK 2 25 10 3/4 4.0 CU-4 22 23 BLANK 25 10 3/4 4.0 "" 24 25 BLANK 1 20 SPARE 26 27 BLANK BLANK 28 29 BLANK 1 20 SPARE 30 PHASE A 13.06 53.7 CONNECTED KVA PHASE B 25.372 37.5KVA DEMAND PHASE C 15.272 TYPE LAMPS DESCRIPTION 50-TYPE MANUFACTURER / CATALOG NUMBER SEE N I r1TG A 36W 2X4 STATIC TROFFER MOUNTED IN GRID CEILING COLUMBIA ivv i t_ LLT2440MLGF5A 1 2FEU LED 4000K, MEDIUM LUMENS OR EQUAL B 36W 2X4 STATIC TROFFER MOUNTED IN HARD CEILING COLUMBIA LLT2440MLGFSA 1 2FEU LED 4000K, MEDIUM LUMENS, FLANGE KIT OR EQUAL FK24 C 32.7W G" RECESSED CAN PRESCOLITE LFGLEDG4-GLFLED7G440KVVl- LED IN GRID CEILING OR EQUAL D 32.7W G" RECESSED CAN PRESCOLITE LFGLEDG4-GLFLED7G440KWT LED IN HARD CEILING OR EQUAL E EMERGENCY WALL PACK GENERIC F 42W 4'OPEN LED STRIPLIGHT COLUMBIA LC5440MLEU LED OR EQUAL G GOW OWNER TO LED SELECT H 1 50W CHANDELIER OWNER TO LED SELECT J 36W LED I X4 LED IN HARD CEILING COLUMBIA LJT 1440MLFKFSA 12 1 25EU OR EQUAL K 30W SURFACE MTD. CEILING FIXTURE OWNER TO LED SELECT L 30W SCONCE OWNER TO LED SELECT V LED PIT * HOISTWAY LIGHT HUBBELL VWGL- x EXIT SIGN GENERIC XE LED COMBO EXIT AND EMERGENCY FIXTURE GENERIC PANEL: C NEW VOLTAGE: 120/240V MAIN.- 200A MOUNTING: PHASE: 3 SMD/MLO: MLO MANUFACTURER SPACES: 42 AIC: EXIST SOURCE: TYPE: SECTION "B" IS HIGH LEG CAPACITY 83KVA CKT. EQUIPMENT KVA COND WIRE CB POLE POLE CB WIRE COND KVA EQUIPMENT CKT 1 LIGHTS 1.5 3/4 12 20 1 1 20 12 3/4 1.5 BAR RECEPTACLE 2 3 BLANK BLANK 4 5 LIGHTS 1.398 1 3/4 12 20 1 1 1 20 1 12 3/4 1.5 BAR RECEPTACLE 6 7 LIGHTS 1.398 3/4 '12 20 1 1 20 12 3/4 1.5 BAR RECEPTACLE 8 9 BLANK BLANK 10 11 SPARE 20 1 1 20 12 3/4 0.2 POS 12 13 AHU-5 7 1 6 60 2 1 20 12 3/4 0.7 RECEPTACLE 14 15 fill 7 1 6 60 BLANK 16 17 RECEPTACLES 0.72 3/4 '12 20 1 1 20 12 3/4 0.9 RECEPTACLES 18 19 RECEPTACLES 0.54 3/4 12 20 1 1 20 12 3/4 0.1 WH RECIRC PUMP 20 21 AHU-6 7 1 6 1 60 2 BLANK 22 23 fill 7 1 6 60 1 20 12 3/4 0.2 POS 24 25 CU-5 3.144 3/4 8 40 2 1 20 12 3/4 0.5 BEER TAPS 26 27 "" 3.144 3/4 8 40 3 20 12 3/4 1.9 COOLER COND 28 29 DECK LIGHTING 1.5 3/4 12 20 1 20 12 3/4 1.9 fill 30 31 RECEPTACLES 0.54 3/4 12 20 1 20 12 3/4 1.9 fill 32 33 CU-6 3.144 3/4 8 40 2 3 30 10 3/4 2.8 ELEVATOR 34 35 fill 3.144 3/4 8 40 30 10 3/4 2.8 fill 36 37 HOIST LT & REC 0.5 3/4 12 20 1 30 10 3/4 2.8 fill 38 39 40 41 ELEVATOR CONTROL 1 3/4 12 20 1 SPARE 42 PHASE A 23.704 71.0 CONNECTED KVA PHASE B 25.01 58.424KVA DEMAND PHASE C 22.244 SCHEDULES I-- U DL1 s U D: a O 0 J W 0 LL O z w In z O U Q z a z O V) 0-1 a z w a 0 w Ln V) w w w c� z z In O Ln m LL Z) O T H C: I a IL } z a O F- w z V) Q w m 0 I- w a a a O z w 0 z x w z Q r� O D' 0 } z a z 0 w a. O U O 0 w z a T U 0 w U 0 O D- D_ w a w m O I- O z w elf Ln 0 z 0 z a rn z a w rn w T F_ q �00 I �>a w z W v� o r1 v a f-1 zo z o Zz WO U [[�� 0 z F� WWAviN N W F to _ = Y 1 O 0 p 0 0 4 .-4 Y W a� o 0 >� Q 0 O CK �L L - I- 00 W -+ N 00 I- _c N O= 0 L 0 •- L zm� W �,c( ° Nmn VERSION - 2 - • Ay _ < 0 Z THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND D_ SEALED BY GMALD R. GROSS, A I.A., F.A.R.A., ON THE DATE W AND/OR TIME STAMP SHOWN w USING A DIGITAL SIGNATURE 2 ~ PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED z SIGNED AND SEALED AND ATURE MUST BE VERIFIED AN 44FTRPhI mlg!g URL: _ C9 w w o. m LL w s O 0 z a F- _ cD } o GERALD RGROS. U 2057 North Its Drive _Ln _ B" weeze% P Ich Mw w AFEQROOUT U) PROJECT NO.: gg.BAR2TC.1 E1.2 w w DATE: 0_ 24 SEPT 2018 w DRAWN BY: } m w z SWEET NO.: O' w z U rn w o i ELECTRICAL PLAN NOTES CONNECT TO THE UNSWITCHtD LEG OF THE LOCAL LIGHTING CIRCUIT. AA LIGHTING FACTOR AND CLOCK FIRST FLOOR LIGHTING PLAN SCALE: r 79 a ¢ a z O I- 0 w Z (9 V) Q w Ill I- z F- W a a O z a >W W O V) Q z a w z z a O a O w z Ir • N z_ "� o VERSION - 2 w IL O U a O 0 W U Z z LL U 0 w U O 0 CL a CL a w m Z o LL ®F- w a 0 Cc 3-j 0 LL j J V) z g ,Z W V) w hT_ V) ZVPRINTEDCOPIES TEM HAS BEEN ONICALY SIGNED AND W BY GERALD R. GROSS, F.A.R.A., ON THE DATE WR TIME STAMP SHOWN V) A DIGITAL SIGNATURE. =D COPIES OF THIS JEENT ARE NOT CONSIDERED ZAND SEALED AND RE MUST BE YERIFlED WPMLc�WK$mE _ c� o- w 11. a o_ a w 0 0 z T U a 0 GERALD �R GROS a 0 V Alk V) 2 T North 18 Drive _ MV BfVOM Poft V) -574-98 a NO. AR000�6®S w V) w n2. ..:� E1.1w18ww a 2wz c5 w 0 0 m n 0 0 e 0 0 m 0 n m 0 n AHU #2 & #3 WILL BE IN AN ATTIC SPACE ABOVE CEILING ACCESSIBLE THROUGH ATTIC DOOR IN SEATING AREA <TYP> FIRST FLOOR POWER + SYSTEMS PLAN ELECTRICAL PLAN NOTES E1 PROVIDE AND INSTALL A JUNCTION bOX UNDER THE SINK FOR A TRANSFORMER FOR THE AUTOMATIC FAUCET5 AND AUTOMATIC FLU5H. PROVIDE "TRANSFORMER REQUIRED. EACH TRANSFORMER CAN ACCOMMODATE UP TO 10 FAUCET5 OR TOILETS. VERIFY IF A JUNCTION BOX 15 REQUIRED AT EACH TOILET AND 51NK FOR THE AUTOMATIC FUNCTIONS. PROVIDE IF REQUIRED. FOLLOW MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. �� RELOCATE AND REUSE EXISTING PANELS A AND D. EXTEND CONDUIT AND WIRE FROM ORIGINAL LOCATION TO NEW LOCATION. REPLACE ALL DREAKER5 AS SHOWN ON PANEL 5CHEDULE5. �3 PROVIDE AND INSTALL SUMP PUMP MOTOR WITH D15CONNECT SWITCH. PROVIDE CIRCUITS FOR CONTROL PANEL AND SUMP PUMP MOTOR. E4 PROVIDE AND INSTALL PIT LIGHT, RECEPTACLE AND SWITCH IN PIT. E5 PROVIDE AND INSTALL A RECEPTACLE AND CCTV AT 72" AFF. 0, I„ ^ if-0)? T U O7 O 0_ Q J w L 0 F- Z w W z O U Q z a z O v7 W o' w IL z w r- ry Q w V) V) w x a x w w TZ F-- c� z z m O F- m !L F- O 2 F- I m a o. r d 0 0 w z 2 V) w m 0 r F- w o: a 0 z 0: w O rn 3 a w z z a ry O a O w r zd z 0 w n O U 0 Q w 0 z a U O U Q O D_ LLI tY w m O O z w m a U) (9 z Q Q z a U) m w U) w F-- W w F- Z z Ir w a 0 z 2 m w F- 0 Q z a F- 0 ry r O U O7 2 O7 w i w V) w J G7 w a x w m w x w w z U V) w Q L` d w A N 0 I W a, cn V Q � Z U tr "Ir1, z � � o c_i W.zA`viN N 1� L OO �{ o W ¢ Y z U (9 J 0Q0o� UP, ,aLL.Y • • < Q L L O 0ry O �L Z LL- V) 00 W Q N 00 �- E NO 0/n -T-' N U L �� 0 �v/+J Ld < n--,O > W Wry'. c.c� °NCOnLL O L 00 VERSION — 2 w F— t— THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GERALD R. GROSS, A.I.A., F.A.R.A., ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND ATURE MUST BE VE"F EDr% AN W RPYlGs4�9 KI uiit PROJECT NO.: DATE: 24 SEPT 2018 DRAWN BY: SHEET NO.: E3.0 I h p m a m a I m 8 D SCALE: p ROOFTOP MOUNTED CONDENSING UNITS OVER DAN D STORAGE ROOM C-33,35 C-25,27 SECOND FLOOR POWER -F SYSTEMS ELECTRICAL PLAN NOTES El 115V J-BOX FOR DECK LIGHTING (3) BOXE5 TO SINGLE 20A CIRCUIT ON TIMER. J-BOX TO BE LOCATED UNDER DECK LEVEL, E2 PROVIDE I 1 5V TO GAS TANKLE5S WATERHEATEK E3 NEW PANEL C WILL BE INSTALLED WITH NEW FEED BACK TO RISER. REUSE EXISTING 2" CONDUIT FROM PANEL REMOVED. E4 REMOVE EXISTING PANEL AND WIRE GOING BACK TO SOURCE. E5 ELEVATOR CONTROL CAB. PROVIDE DISC SW FOR G.GHP MOTOR, IN H0I5TWAY, CAB 1 20V CK:r AND CAB TELEPHONE CONNECTION. INSTALL DISCONNECTS AS REQUIRED BY THE ELEVATOR VENDOR VERIFY ALL ELECTRICAL REQUIREMENTS FOR ELEVATOR WITH VENDOR AND ADJUST ELECTRICAL AS REQUIRED. SCALE: c n U V C n c a D L C; 11 c F- 2 LL V 2 c c c z a z c (A V o! w a z w 0 w In w n_ x w w z F- 0 z z Fa-- m O F- In D- IL F- O F- C IL r z a 0 0 w z 0 ¢ w Ill 0 z w Of O z Ir w 0 a w z z a Ir O 2 Ir �o z a z 0' w n O U Of O 0 w Q z U 0 W U O tY 11 w ly- m O F- F- O z w a O z Le 0 0 z ¢ z m w In W z F- v1 QZ J n W w 2 F- Z z U o✓ w a O n' Q. of W z O 0 z a F- z r a O U T- V) W lY W In W J In rn w m I1 w m W fy w z w z Q V) w 0 to � I � w n C4 if2 o hW W U n. Q i z �y Z O V Z V)WA v� N Z O l9 Z~ a O W a FX4 Z :2 pQ z v -2 O O a 0 0 -� VIA ,.a LL Yw • r L L Q 00 O z LL- — I— `� -0 vi 00 w Q +J Q) 00 I— v�00U 0 � 0 Q -Zm[\ WCY L 0 ,� 1 0 E 00 °NmnLL THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY GERALD R. GROSS, A.I.A., F.A.R.A., ON THE DATE AND OR TIME STAMP SHOWN USI G A DIGITAL SIGNATURE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND ATURE MUST BE VERIFIED yd 4yd0PNLGAPK�URE l PROJECT NO.: gg.BAR 2TC.1 E1.2 DATE: 24 SEPT 2018 DRAWN BY: SHEET NO.: E3.1 e m n V m 1 n n n m n u 50 S 200 E 20"X14" SA- AHU t M3 00 0 M7 M6 n n � rFI ATE) 9( CJOCI� i�' cn 00 E VilN 150 S I 200 S 200 S 9"/1 SPLIT i O AHU #2 T-STAT 200 S 100EA UP TO EF-1 200 S (ON ROOF) � M3 200 S d- I AHU 2 20U S (KM5 1 ITT AHU-2 I � M4 `fib 200 S 200 1 S 2001 S 2001 S 10 m 200 S AHU 3 T�� El 200 S 200 S 200 S T AHU-3 200 200 S! 200 S 200 S GENERAL NOTES.- 1 THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED INSULATED TO PREVENT SWEATING. TO PROVIDE A COMPLETE AND OPERATIONAL HEATING, VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEM IN ACCORDANCE WITH THESE DRAWINGS AND CONTRACT SPECIFICATIONS. DRAIN PANS SHALL GALVANIZED SHEET STEEL. FABRICATE PANS IN SIZES AND SHAPES TO COLLECT CONDENSATE FROM COOLING COILS (INCLUDING 2. PROVIDE ALL WORK SHALL BE IN COMPLIANCE WITH THE 2017 FLORIDA COIL PIPING CONNECTIONS AND RETURN BENDS) WHEN UNITS ARE BUILDING CODE - MECHANICAL EDITION, REFERENCE NFPA STANDARDS AND OPERATING AT THE MAXIMUM CATALOGED FACE VELOCITY ACROSS THE THE LOCAL AUTHORITY HAVING JURISDICTION. COOLING COIL. 3. COORDINATE ALL WORK WITH ALL OTHER TRADES. THE EXACT LOCATION OF UNIf'S FANS PERFORMANCE RATINGS FOR FLOW RATE, PRESSURE, POWER, MECHANICAL EQUIPMENT SHALL BE COORDINATED WITH ELECTRICAL EQUIPMENT AIR DENSITY, SPEED OF ROTATION, AND EFFICIENCY SHALL BE FACTORY INCLUDING, BUT NOT LIMITED TO, POWER AND SYSTEMS PANELS TO MAINTAIN TESTED AND RATINGS ESTABLISHED IN ACCORDANCE WITH AMCA STANDARD N.E.C. CLEARANCES AS REQUIRED BY N.E.C. 110-26 AND N.E.C. 384. IN 210/ASHRAE STANDARD 51 LABORATORY METHODS OF -TESTING FANS FOR THE CASE OF CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT AS DETERMINED BY THE PROJECT ARCHITECT SHALL RATING. TAKE PRECEDENT. FANS AND SHAFTS SHALL BE STATICALLY AND DYNAMICALLY BALANCED AND 4. DOCUMENTS ARE SCHEMATIC IN NATURE AND DO NOT INDICATE EVERY BEND, DESIGNED FOR CONTINUOUS OPERATION AT THE MAXIMUM RATED FAN SPEED ELBOW OR OFFSETS REQUIRED IN DUCTWORK AND PIPING. FIELD VERIFY ALL AND MOTOR HORSEPOWER. FAN WHEEL SHALL BE DOUBLE -WIDTH, DUCTWORK SIZES AND ELEVATIONS PRIOR TO FABRICATION AND INSTALLATION. DOUBLE -INLET TYPE WITH FORWARD -CURVED BLADES. BLADE WHEELS PROVIDE MODIFICATIONS WHERE REQUIRED FOR COORDINATION IN BASE SHALL BE GALVANIZED STEEL. FAN SHAFT SHALL BE SOLID STEEL, TURNED, CONTRACT PRICE AT NO ADDITIONAL COST TO THIS PROJECT. GROUND, AND POLISHED. 5. ALL MATERIALS SHALL BE NEW AND SHALL BE UL APPROVED WHERE APPLICABLE. MOTOR SHALL ENERGY EFFICIENT, OPEN DRIP PROOF MOTORS WITH BUILT IN, AUTOMATIC RESET, THERMAL OVERLOAD PROTECTION. 6. ALL SUPPLY AIR AND RETURN AIR DUCT SHALL BE 1" FIBERGLASS, UNLESS NOTED. ALL EXHAUST DUCTS SHALL BE GALVANIZED STEEL. COOLING COILS SHALL BE FACTORY TESTED FOR RATING IN ACCORDANCE WI fH ARI 410 STANDARD FOR FORCED CIRCULATION AIR COOLING AND AIR 7. FLEXIBLE AIR DUCT SHALL BE USED FOR RUN OUTS BETWEEN THE SUPPLY HEATING COILS. COILS SHALL BE GRAIN ABLE, RIGIDLY SUPPORTED ACROSS AIR DUCTS AND AIR DISTRIBUTION DEVICES WHERE INDICATED. THE FLEXIBLE THE FULL FACE OF THE COIL, AND PITCHED TO ALLOW DRAINAGE. FINS DUCT SHALL CONSIST OF THE MYLAR-COATED WIRE HELIX TYPE WITH 1" SHALL BE ALUMINUM, CONSTRUCTED FROM FLAT PLATE WITH BELLED THICK FIBERGLASS INSULATION AND METALIZED MYLAR LAMINATE VAPOR COLLARS FOR TUBES, FINS SHALL BE BONDED TO TUBES BY BARRIER COVER. ATTACH FLEXIBLE AIR DUCT TO DIFFUSERS AND SPIN MECHANICALLY EXPANDING COLLARS WITH PLASTIC OR METAL DRAW BANDS AND SEAL THE ENDS WITH TAPE AND MASTIC TO MAINTAIN THE VAPOR BARRIER. FLEXIBLE DUCT AND SPIN COLLAR SIZE SHALL BE THE SAME NOMINAL DIAMETER AS THE NECK OF 2.2 AIR COOLED CONDENSER UNIT THE AIR DISTRIBUTION DEVICE IT IS CONNECTED TO. FLEXIBLE DUCTWORK SHALL BE SIZED AS FOLLOWS, UNLESS NOTED: UNITS SHALL UTILIZED R-410A REFRIGERANT. EFFICIENCY SHALL BE IN ACCORDANCE WITH THE FLORIDA ENERGY EFFICIENCY CODE. AIR COOLED 25 CFM 6 CONDENSER SHALL BE DESIGNED FOR OUTDOOR INSTALLATION AND 250 CFM 10" o COMPLETE WITH WEATHER PROTECTION FOR COMPONENTS AND CONTROLS, AND COMPLETE WITH REMOVABLE PANELS FOR REQUIRED ACCESS TO 8. PROVIDE HVAC UNIT CONDENSATE. PIPING SHALL PVC PIPE INCLUDING THE COMPRESSORS, CONTROLS, CONDENSER FANS, MOTORS, AND DRIVES. TRAP. FIELD ROUTE TO THE EXISTING CONDENSATE DRAINAGE SYSTEM CASING SHALL BE ZINC COATED GALVANIZED FOR EXPOSED SURFACES, (EXISTING AHU-1). TREATED AND FINISHED WITH MANUFACTURER'S STANDARD PAINT COATING. PROVIDE FACTORY INSTALLED METAL GRILLE, FOR PROTECTION OF 9. PROVIDE ALL SUPPLEMENTARY STEEL AND FOUNDATIONS FOR SUPPORT AND CONDENSER COIL DURING SHIPPING, INSTALLATION, AND OPERATION AND BRACING OF ALL HVAC DUCT AND EQUIPMENT. HINGED AND GASKETED CONTROL PANEL DOOR. PROVIDE "HARD STARTING" KIT TO LIMIT CURRENT INRUSH SURGES OF COMPRESSOR. 10. PROVIDE PROTECTION FOR ALL CONNECTIONS OF DISSIMILAR METALS FROM ELECTROLYSIS CORROSION. PROVIDE SCROLL TYPE COMPRESSOR, 1,750 RPM, DEIGNED FOR AIR 11. MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS, PREPARE RECORD COOLED CONDENSING, COMPLETE WITH CRANKCASE SIGHT GLASS, (AS -BUILT) DOCUMENTS. CRANKCASE HEATER, AND BACK SEATING SERVICE ACCESS VALVES ON SUCTION AND DISCHARGE PORTS. 12. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF PROVIDE OPERATING AND SAFETY CONTROLS, INCLUDING HIGH AND LOW DISPOSAL. SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN PRESSURE CUTOUTS, OIL PRESSURE CUTOUT, COMPRESSOR WINDING THE DIRECTION THE DISCHARGE OF NOT LESS THAN ONE -EIGHTH UNIT THERMOSTAT CUTOUT AND CONDENSER FAN MOTORS WITH THERMAL AND VERTICAL IN 12 UNITS HORIZONTAL (1-PERCENT SLOPE) CONDENSATE SHALL OVERLOAD CUTOUT AND AUTOMATIC NON RECYCLING PUMP DOWN, AND NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS SO AS TO CAUSE A TIMING DEVICE TO PREVENT EXCESSIVE COMPRESSOR CYCLING. PROVIDE NUISANCE. REFER TO THE 2017 F.B.C.M., SECTION 307.2.1. BOTH MECHANICAL AND ELECTRICAL INTERLOCK BETWEEN THE LOW AND HIGH SPEED CONTRACTOR, 13. THERMOSTAT LOCATION SHALL COMPLY WITH 2O17 F.B.C. - ACCESSIBILITY CODE 308.2 - FORWARD REACH. DRAWING NOTES: CONDENSER COIL SHALL BE SEAMLESS COPPER TUBING MECHANICALLY BONDED TO HEAVY DUTY, CONFIGURATED ALUMINUM FINS, WITH SEPARATE AND INDEPENDENT REFRIGERATION CIRCUIT FOR EACH COMPRESSOR. UNITS M 1 PROVIDE 12" X10" SUPPLY AIR DUCT UP TO THE SECOND FLOOR ELEVATOR SHALL INCLUDE LIQUID ACCUMULATOR AND SUB COOLING CIRCUIT, AND LOBBY. PROVIDE FIRE DAMPER FD AT THE FLOOR PENETRATION. BACK SEATING LIQUID LINE SERVICE ACCESS VALVE. CONDENSER COILS SHALL BE FACTORY TESTED AT 450 PSIG, VACUUM DEHYDRATE, AND FILLED M2 PROVIDE 8' LONG X 4" WIDE LINEAR BAR GRILLE DIFFUSER WITH INSULATED WITH A HOLDING CHARGE OF NITROGEN. FABRICATED PLENUM BOX WITH TWO (2) 80" DUCT COLLAR. THE GRILLE SHALL HAVE "' BARS WITH A 15 DEGREE DEFLECTION. BASIS OF DESIGN: PRICE 2.3 EXHAUST FAN (ELF--1 LBP-16A. M3 INSTALL SMOKE DETECTOR IN THE SUPPLY AIR DUCT. SEE ELECTRICAL DRAWINGS FAN SHALL BE A SPUN ALUMINUM, ROOF MOUNTED, DIRECT DRIVEN, M D3 FOR SHUT DOWN REQUIREMENTS. SEE DOWNBLAST CENTRIFUGAL EXHAUST VENTILATOR. FAN SHALL BE 2 MANUFACTURED AT AN ISO 9001 CERTIFIED FACILITY. FAN SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL 705) AND UL LISTED. FAN SHALL M -1 M - 3 BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR 44 PROVIDE 24"X12" OUTSIDE INTAKE LOUVER. SEE SPECIFICATIONS FOR ADDITIONAL PERFORMANCE. DETAILS. THE FAN SHALL BE OF BOLTED AND WELDED CONSTRUCTION UTILIZING M5 INSTALL AHU-2 AND AHU-3 UP EXPOSED UP IN THE JOIST. SEE 6 CORROSION RESISTANT FASTENERS. THE SPUN ALUMINUM STRUCTURAL M - 1 M - 3 COMPONENTS SHALL BE CONSTRUCTED OF MINIMUM 16 GAUGE MARINE ALLOY ALUMINUM, BOLTED TO A RIGID ALUMINUM SUPPORT STRUCTURE. K INTERLOCK THE OUTSIDE AIR DAMPER TO OPEN WHENEVER THE RESPECTIVE AIR THE ALUMINUM BASE SHALL HAVE CONTINUOUSLY WELDED CURB CAP CORNERS FOR MAXIMUM LEAK PROTECTION. THE DISCHARGE BAFFLE SHALL HANDLING UNIT IS OPERATING. HAVE A ROLLED BEAD FOR ADDED STRENGTH, AN INTEGRAL CONDUIT CHASE SHALL BE PROVIDED THROUGH THE CURB CAP AND INTO THE MOTOR M7 PROVIDE 30:X24" RETURN AIR GRILLES WITH OPPOSED BLADE DAMPERS. COMPARTMENT TO FACILITATE WIRING CONNECTIONS. THE MOTOR SHALL BE ENCLOSED IN A WEATHER -TIGHT COMPARTMENT, SEPARATED FROM THE EXHAUST ALUMINUM MECHANICAL SPECIFICATIONS NAMEPLATEIRSNAMEPLATENIT E SHALL INDICATE N SHLL BEARA ESIGNRAVED CFM AND STATIC PRESSURE. UNIT SHALL BE SHIPPED IN ISTA CERTIFIED TRANSIT TESTED PART 1 - GENERAL PACKAGING. 1.1 SUMMARY WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF 100% ALUMINUM, INCLUDING A PRECISION MACHINED CAST ALUMINUM HUB. THESE SPECIFICATIONS INCLUDES MECHANICAL SYSTEMS AND COMPONENTS AS AN AERODYNAMIC ALUMINUM INLET CONE SHALL BE PROVIDED FOR MAXIMUM INDICATED ON THE DRAWINGS SYSTEMS, WHICH SHALL INCLUDE, BUT NOT PERFORMANCE AND EFFICIENCY. WHEEL SHALL BE BALANCED IN LIMITED T0, THE FOLLOWING: ACCORDANCE WITH AMCA STANDARD 204-05, BALANCE QUALITY AND VIBRATION LEVELS FOR FANS. DUCT DISTRIBUTION SYSTEM REFRIGERATION PIPING MOTOR SHALL BE AN ELECTRONICALLY COMMUTATED MOTOR RATED FOR HVAC EQUIPMENT (SPLIT AIR CONDITIONING EQUIPMENT AND EXHAUST CONTINUOUS DUTY AND FURNISHED EITHER WITH INTERNALLY MOUNTED FAN) POTENTIOMETER SPEED CONTROLLER. J 1.2 QUALITY ASSURANCE (SEE DRAWING M--3 FOR CONTINUATION) COMPLY WITH THE 2017 FLORIDA BUILDING CODE - MECHANICAL EDITION AND THE LOCAL AUTHORITY HAVING JURISDICTION. 1.3 WARRANTY COMPRESSOR: PROVIDE FIVE (5) YEAR COMPRESSOR WARRANTY (PARTS ONLY) AND ONE (1) YEAR OVERALL WARRANTY (PARTS AND LABOR). PART 2 - PRODUCTS 2.1 AIR HANDLING UNITS PROVIDE FACTORY ASSEMBLED DRAW -THROUGH AIR HANDLING UNIT, CONSISTING OF FANS, MOTOR AND DRIVE ASSEMBLY, COILS, PLENUMS, FILTERS, DRIP PANS AND ELECTRIC HEAT. CABINET SHALL BE GALVANIZED STEEL PANELS, FABRICATED TO ALLOW REMOVAL FOR ACCESS TO INTERNAL PARTS AND COMPONENTS, WITH JOINTS BETWEEN SECTIONS SEALED. INSULATION SHALL COMPLY WITH NFPA STANDARD 90A "STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS," FOR INSULATION. TYPE SHALL BE GLASS FIBER INSULATION, 1 " THICK WITH A MINIMUM DENSITY OF 3 PCF. ALL CONNECTING CHANNELS SHALL BE SPLIT DIRECT EXPANSION UNIT SCHEDULE UNIT DESIGNATION AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 AHU-6 UNIT TYPE HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL TOTAL AIR, CFM MEDIUM 11800 1,800 1,800 1,500 1,500 1,000 z OUTSIDE AIR, CFM 350 350 350 250 250 125 COOLING CAPACITY BTU/HR 56,000 56,000 56,000 43,500 43,500 28,200 U HEATING CAPACITY KW 10 10 10 10 10 5 REFRIGERATION PIPING (LIQUID SUCTION) 1,800 1,800 1,800 1,800 1,800 1,800 o z ELECTRIC SERVICE (V/PH/Hz) 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 MINIMUM CIRCUIT AMPS 53.8 53.8 53.8 53.8 53.8 31.2 = MAXIMUM OVERCURRENT PROTECTION 60 60 60 60 60 35 ry BASIS OF DESIGN CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER Q MODEL NUMBER FB4CNP060L FB4CNP060L FB4CNP060L FB4CNP048L FB40NP048L FB4CNP030L UNIT DESIGNATION ACCU-1 ACCU-2 ACCU-3 ACCU-1 ACCU-2 ACCU-.-S NOMINAL TONS 5 5 5 4 4 2.5 w TYPE AIR-COOLED AIR-COOLED AIR-COOLED AIR-COOLED AIR-COOLED AIR-COOLED wCOMPRESSOR/QUANTITY SCROLL/1 SCROLL/1 SCROLL/1 SCROLL/1 SCROLL/1 SCROLL/1 o REFRIGERANT 430A 430A 430A 430A 430A 430A z ELECTRICAL SERVICE AVAILABLE V/PH/HZ 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 0 U MINIMUM CIRCUIT AMPS 34.2 34.2 34.2 26.2 26.2 16.8 MAXIMUM OVERCURRENT 50 50 50 40 40 25 SEASONAL ENERGY EFFICIENCY RATION (SEER) 14 14 1 14 14 14 14 MODEL NUMBER 24ACC460A 24ACC460A 124ACC460A 24ACC448A 24ACC448A 24ACC430A VENTILATION RATE CALCULATIONS DESCRIPTION OF AREA OCCUPANCY LOAD SPACE AREA PEOPLE OA REQUIREMENTS AREA OA REQUIREMENTS OUTDOOR AIR (VENTILATION) REQUIREMENTS RESTAURANT 93 PEOPLE 11327 FT2 7.5 CFM/PERSON 0.18 CFM/1 12 936 CFM 1ST ELEVATOR LOBBY 4 PEOPLE 289 FT2 5 CFM/PERSON 0.06 CFM/FT2 37 CFM 1 ST FLOOR BAR 6 PEOPLE 555 FT2 7.5 CFM/PERSON 0.18 CFM/FT2 145 CFM 2ND FLOOR LOBBY 20 PEOPLE 718 FT2 5 CFM/PERSON 0.06 CFM/FT2 143 CFM 2ND ELEVATOR LOBBY 2 PEOPLE 120 FT2 5 CFM/PERSON 0.06 CFM/FT2 17 CFM BANQUET HALL 37 PEOPLE 737 FT2 5 CFM/PERSON 0.06 CFM/FT2 222 CFM 2ND FLOOR BAR 2 PEOPLE 86 FT2 7.5 CFM/PERSON 0.18 CFM/FT2 31 CFM THE ABOVE CALCULATIONS BASED ON TABLE 4-3.1.1 VENTILATION RATES" OF THE 2017 FLORIDA BUILDING MECHANICAL EDITION. TOTAL OUTSIDE "MINIMUM CODE - AIR REQUIRED A TOTAL OF 1,675 CFM SHALL BE PROVIDED 1,531 CFM FOR THIS PROJECT. FAN SCHEDULE TAG LOCATION FUNCTION FAN TYPE DRIVE TYPE CFM TSP IN WG RPM MAX SONES MOTOR DATA WATTS MOTOR HP VOLTS PHASE EF-1 ROOF EXHAUST CENTRIFUGAL BELT 1 450 0.50 1 1,550 8 95.9 1 /6 120 1 BASIS OF DESIGN: LOREN COOK 9OC15DH SEE SPECIFICATIONS SECTION 2.4 "FANS", DRAWING M-2, FOR ADDITIONAL DETAILS. LEGEND SUPPLY AIR (POSITIVE U- DOOR UNDERCUT (") PRESSURE DUCT) DUCT TRANSITION RETURN AIR (NEGATIVE PRESSURE DUCT) MANUAL VOLUME DAMPER. EXHAUST AIR (NEGATIVE PRESSURE DUCT) - SUPPLY AIR FLOW GALVANIZED DUCT RETURN OR EXHAUST AIR FLOW (RECTANGULAR) 0 THERMOSTAT GALVANIZED DUCT (ROUND SNAPLOCK) 200 S SUPPLY AIR FLOW (AMOUNT GRILLE SHALL BE BALANCED) GALVANIZED DUCT (ROUND SPIRAL TYPE). FD FIRE DAMPER. SEE 5 r TURNING VANE. SEE M M FIRST FLOOR MECHANICAL PLAN AIR DEVICE SCHEDULE 24"x24" SQUARE CEILING DIFFUSER, ALUMINUM CONSTRUCTION, THREE CONES WITH 360° DISCHARGE PATTERN. NECK SIZE TO MATCH FLEXIBLE DUCT. MAXIMUM NOISE CRITERIA SHALL BE 25. BASIS OF DEIGN: PRICE ASCD. 16"X4" SPIRAL DUCT DOUBLE DEFLECTION GRILLE, DESIGNED TO MOUNT ON SPIRAL DUCTS WITHOUT USE OF A TRANSITION. GRILLE SHALL INCLUDE A OPPOSED BLADE DAMPER AND INSULATED BACKING. TWENTY-TWO (22) LOCATIONS ON THE FIRST FLOOR. BASIS OF DESIGN: PRICE SDG. 24"X4" SPIRAL DUCT DOUBLE DEFLECTION GRILLE, DESIGNED TO MOUNT ON SPIRAL DUCTS WITHOUT USE OF A TRANSITION. GRILLE SHALL INCLUDE A OPPOSED BLADE DAMPER AND INSULATED BACKING. TEN (10) LOCATIONS ON THE SECOND FLOOR. BASIS OF DESIGN: PRICE SDG. 24"X24" RETURN AIR GRILLE, UNLESS NOTED, 1/2" X 1/2" X 1/2" ALUMINUM GRID WITH ALUMINUM BORDER TO MATCH CEILING TYPE. PROVIDE DUCT CONNECTION TO MATCH THE INDICATED RETURN AIR DUCT SIZE. BASIS OF DESIGN: PRICE 12"X12" EXHAUST GRILLE, UNLESS NOTED, 1/2" X 1/2" X 1/2" ALUMINUM GRID WITH ALUMINUM BORDER TO MATCH CEILING TYPE. PROVIDE DUCT CONNECTION TO MATCH THE INDICATED RETURN AIR DUCT SIZE, BASIS OF DESIGN: PRICE SEE DRAWING FOR SPECIAL LINEAR LOUVERS (ELEVATOR LOBBIES AND SIDE WALL RETURN AIR GRILLE (2ND FLOOR BANQUET ROOM. i ABBREVIATIONS AFF ABOVE FINISH FLOOR BHP BREAK HORSE POWER BTUH BRITISH THERMAL UNITS PER HOUR DB/WB DRY BULB/WET BULB EF EXHAUST FAN EFF EFFICIENCY ELEC ELECTRICAL °F DEGREES FAHRENHEIT FPM FEET PER MINUTE FT FEET FT2 SQUARE FEET HVAC HEATING, VENTILATION AND AIR CONDITIONIN Hz HERTZ IN INCHES MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS NA NOT APPLICABLE NTS NOT TO SCALE POC POINT OF CONNEC TION PS PIPE SUPPORT PSIG POUNDS PER SQUARE FEET REV REVISION RPM REVOLUTIONS PER MINUTE TYP TYPICAL UL UNDERWRITER'S LABORATORIES V VO LTAG E WG WATER GAUGE U w z U a In U) 0 0 0 J w ca w 0 1- z w In z 0 U 0 z z 0 V) V) w a. z w 3: V 0 z w O V) - w � 0- w w � c� z z m o In 0 LZ Q IZ >- z 0 w z 2 V) Q w m 0 w w �d 0 z w if 0 a s w' z z m o rVER.,ON - 2 0 z ; z 0LLw 0 �j 0 o 0 o U, 0 z U o D / 1 v P LL LL 0 w ® ; w m Z o `L o Qco a z LLJ �' 1 w a z 0 z THIS ITEM HAS BEEN z ELECTRONICALLY SIGNED AND SEALED BY CLIFFORD RUNKEL, n PE., ON THE DATE AND/OR TIME w STAMP SHOWN USING A DIGITAL V) SIGNATURE. PRINTED COPIES OF s THIS DOCUMENT ARE NOT �- CONSIDERED SIGNED AND SEALED vi AND SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, m w w DIGITAL SIGNATURE F- z O � LU cn 00 U 4 a c� d- c�wao r � o- W =Ub w U 9 t-In Q CL Y w Z a< _D La I ff r c a , v N " f%� o v F -I Pates .11..' lu T NO.: �� �144•. �`�� W DATE: , / N AL �� �� J1 NOVERMBER 201 In IT IS THE RESPONSIBILITY OF THE CONTRACTORS W DRAWN BY: TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND w SUPPLYING ALL MATERIALS AND PRODUCTS WHICH m ARE CONSIDERED PART OF THEIR TRADE. Ld SHEET NO.: w CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. z c� V SCALE: 1/4 -1 0 0 ; m M4 ACCU 5 4 W/P NCI SERVID OUTLET M3 AU T OODI CHASE 0 ('ISI) 14"X14" SA 16"X14" RA ( 16"X14" SA M 10 x i I 1 -2-0,� M 9 6 I/ X " r OIL &A / AH 5 28"X16" RA i AH \ x n 16"X14" SA i l 4 r��-=� _----------------------- - M3 1 i r- - - - - - - - - - - - - - - - - ----------- I- - - - - - - - - - - I I - - I I I II I I II I I I I I II - - - - - - - - - - - - - - - J I -----------------------�I II - CI � I I I - LL — II, � II II - - - - - - - - - - - - - - - - - - - - - - - - -- - - -------- - ------ r- --� -- I I I I rl` I i I I� I I I I I I I I I I I I I i I I I I I I 1 I( I I I I I I I I i i I I I I -- - ---- - - - - - I I I I I I I I I I II II II I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I) Qo I"I w L _ _ - _ J � M1 O AHU — 6 T III lip Ir1 ( — ►°a T �� FD A IU-1 c i I IJ o IIII 20U S x IIII N IIII IIII I I IIII o IIII 4 " IIII M2 v>! i ............ M - 2 M - x (TYPICAL) co i 250 S u� DRAWING NOTES: 20U S DI M PROVIDE 12"X1 U" SUPPLY AIR DOWN AHU-2. PROVIDE FIRE DAMPER M 1 Al- THE FLOOR PENETRATION. IL M2 PROVIDE 8' LONG X 4" WIDE LINEAR BAR GRILLE DIFFUSER WITH INSULATED FABRICATED PLENUM BOX WITH TWO (2) 80" DUCT COLLAR. THE GRILLE SHALL HAVE ' BARS WITH A 15 DEGREE DEFLECTION. BASIS OF DESIGN: PRICE LBP-16A. M I M INSTALL SMOKE DETECTOR IN THE SUPPLY AIR DUCT. SEE ELECTRICAL ILK, DRAWINGS FOR SHUT DOWN REQUIREMENTS. SEE r2 c9 � M-2 M-3 —x —- _ _ _— �---- - -1 - _ _ N (D r - M4 PROVIDE 24"X12" OUTSIDE INTAKE LOUVER. SEE SPECIFICATION FOR D ETAI LS. 200 S I M5 MOUNT THE AIR-COOLED CONDENSER UNITS (ACCU) ON THE ROOF WITH PRE -FABRICATED EQUIPMENT STAND. SEE Z� M-2 M-3 PROVIDE 8' LONG X 12" WIDE LINEAR RETURN AIR GRILLE, WITH $" BLADES 200 S SPACES I" A PART. CENTER OF THE BULKHEAD. BASIS OF DESIGN: PRICE LBP. II PROVIDE 12"X8" SIDEWALL SUPPLY AIR GRILLE WITH OPPOSED BLADE I DAMPER. BASIS OF DESIGN: PRICE 20/30 AIR FOIL SUPPLY GRILLE. II �L_ Mo PROVIDE 12"X12" EXHAUST AIR DOWN TO 10" 0 EXHAUST AIR. SEE I-- I DRAWING M-1 FOR CONTINUATION. - -I _MD INTERLOCK THE OUTSIDE AIR DAMPER TO OPEN WHENEVER AHU-6 IS I - - - - - OPERATING 14"X18" RA M 10 INTERLOCK THE OUTSIDE AIR DAMPER TO OPEN WHENEVER AHU-4 AND/OR AHU-5 IS OPERATING. BALANCE THE OUTSIDE AIR WITH BOTH AIR HANDLING UNITS OPERATING. /00 00 M6 300 S 3UO E 300 S 3U0 S AHU-4I T 19 II II / i IIIL--------------------------------------------------- - - - - --------- — IIII- - - - - ------------ - - - - - - ,- II L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I II ----- ----------------- I � - Iq y, I I I I II it I I I I I I II I I ; II II I I I I 0 300 S 300 S 300 S -500 S 300 S 300 S Q0 -1 AHU-5 SECOND FLOOR MECHANICAL PLA EF (3'� M-2 M-3 M8 � OOLE OMP W/P GF` CI SERVICE OUTLET ACCU 3 U w 2 U V) O Ir 0 0 J w Li- z w v7 z O U 0 z z 0 V) V w IL Z w (_ Ir (n o z V) O_ w /) w w w El� I- 0 z z O F-- U) F- O 1= a. z a O 0 w z 0 V) In w m O I-- L F w O z w 0 a w z z o rVERSION - 2 z W 0 w EL _ < LL C) U 0 IL U O 0 w z pw w �_ U ci Ir w Z® < Ir- a z w ¢ U) U z F 1� �W IIIIIfit/// a D . R(/ // tr•. Ar 2 t � r PROJECT NO.: 7. R% �~ w j�O ��, ���` DATE: ���`` >--J1 NOVERMBER 201 IT IS THE RESPONSIBILITY OF THE CONTRACTORS w DRAWN BY: TO REVIEW THE COMPLETE ARCHITECTURAL AND X ENGINEERING PACKAGE, COORDINATING AND w SUPPLYING ALL MATERIALS AND PRODUCTS WHICH m ARE CONSIDERED PART OF THEIR TRADE. � SHEET NO.: w CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. w w —2 z 2 m SCALE: 1/4"=1'-0" O Z ¢ THIS ITEM HAS BEEN V) ELECTRONICALLY SIGNED AND z SEALED BY CLIFFORD RUWEL, PE., ON THE DATE AND/OR TIME w STAMP SHOWN USING A DIGITAL wSIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT ►_- CONSIDERED SIGNED AND SEALED AND SIGNATURE MUST BE N VERIFIED ON ANY ELECTRONIC COPIES. IL w DIGITAL SIGNATURE w S I- Z Q 00 f CD � L�J Digitallysi dY��z w b Clifford 0 MECHANICAL SPECIFICATIONS (CONTINUING FROM DRAWING M-1) 2.6.3 . TURNING VANES 3.2 DUCT INSULATION 2.4 OUTSIDE AIR AND EXHAUST AIR LOUVERS i PROVIDE DOUBLE THICKNESS METAL TURNING VANES IN ALL INSULATE ALL EXPOSED SUPPLY AND RETURN AIR DUCTS SQUARE ELBOWS, INCLUDING SUPPLY, RETURN, EXHAUST, AND LOCATED IN THE MECHANICAL ROOM WITH 1" GLASS FIBER FIXED BLADE LOUVER SHALL BE 6" THICK, 6063T5 EXTRUDED OUTSIDE AIR DUCTS, WHERE UNEQUAL SQUARE ELBOWS ARE SEMI -RIGID JACKETED BOARD INSULATION COMPLYING WITH ALUMINUM WITH A 0.125" NOMINAL WALL THICKNESS. THE BLADES SHOWN, TURNING VANES WITH TRAILING EDGE SHALL BE USED. ASTM C 612, CLASS 2. INSTALL THE INSULATION TIGHT AND SHALL BE SPACED APPROXIMATELY 6" ON CENTER WITH A K-STYLE TURNING VANE SHALL BE FABRICATED OF 1 1/2" WIDE, SMOOTH. PROVIDE ANCHOR PINS SPACED 12 INCHES APART BLADE AND ANGLE AT 45'. PROVIDE INSECT SCREENS' FOR ALL CURVED BLADES SET AT h" ON CENTER, SUPPORT WITH. BARS EACH WAY ON THE LONG SIDE. APPLY BONDING ADHESIVE TO EXTERIOR EXPOSURE LOUVERS UNLESS NOTED OTHERWISE. BASIS OF PERPENDICULAR TO BLADES SET AT 2" ON CENTER, AND SET PREVENT SAGGING OF THE INSULATION. SEAL ALL DESIGN: RUSKIN ELF128. INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTS. LONGITUDINAL AND TRANSVERSE SEAMS AND JOINTS, BREAKS ' FABRICATE TURNING VANES IN ACCORDANCE WITH SMACNA HVAC AND PUNCTURES WITH FABRIC TAPE AND MASTIC TO PROVIDE GRAVITY BLADE LOUVERS SHALL BE 6" THICK, 6063T5 EXTRUDED DUCT CONSTRUCTION STANDARDS, FIGURES 2-2 THROUGH VAPOR BARRIER COMPOUND. ALUMINUM WITH A 0.125" NOMINAL WALL THICKNESS. ;THE BLADES 2- I SHALL BE APPROXIMATELY 4 1/2" ON CENTER. PROVIDE WITH INSULATE ALL CONCEALED SUPPLY AIR DUCTWORK (ABOVE INSECT SCREEN. BASIS OF DESIGN: RUSKIN ELM6375. 2.6.4 FLEXIBLE CONNECTORS CEILINGS) WITH 2" GLASS FIBER BLANKET INSULATION PROVIDE 18"X18" EXTRUDED ALUMINUM FRAME, ALLOY 6063-T5 WITH COMPLYING WITH ASTM C 553, TYPE II, CLASS F-1. INSTALL 0.125" WALL THICKNESS 6" DEEP WITH VERTICALLY MOUNTED. PROVIDE FACTORY FABRICATED WITH STRIP OF FABRIC 31" WIDE TIGHT AND SMOOTH. SECURE TO DUCTS HAVING DIAMETERS EXTRUDED ALUMINUM, ALLOY 6063-T5. BLADES. PROVIDE WITH BIRD ATTACHED TO TWO (2) STRIPS OF 2 3/4" WIDE, 24 GAGE, SMALLER THAN 24 WITH BONDING ADHESIVE APPLIED IN 6" SCREEN WITH INDICATED. WITH ALUMINUM INSECT SCREEN WITH GALVANIZED SHEET STEEL. FLEXIBLE CONNECTORS SHALL BE WIDE TRANSVERSE STRIPS ON 12" CENTERS. FOR DUCTS WITH REMOVABLE FRAME. LOUVERS SHALL HAVE 7FHE FOLLOWING PRODUCT OF NONCOMBUSTIBLE FABRICS, COATINGS, AND ADHESIVES LONG SIDE OR DIAMETERS ABOVE 24", PROVIDE ANCHOR PINS APPROVAL: COMPLYING WITH UL STANDARD 181, CLASS 1. SPACED 12 INCHES APART EACH WAY. AND APPLY BONDING ADHESIVE TO PREVENT SAGGING OF THE INSULATION. OVERLAP JOINTS 3" AND SEAL JOINTS, BREAKS, AND PUNCTURES WITH MIAMI-DADS .,NOA NUMBERS: 06-0602.04 - ELF6375DXD 2.6.5 DUCT -MOUNTED ACCESS DOORS e VAPOR BARRIER COMPOUND. FLORIDA PRODUCT APPROVAL NUMBER: FL 3283.1 - ELF6375DXD PROVIDE GALVANIZED SHEET STEEL FRAME WITH BEND -OVER 3.2 REFRIGERATION TABS AND FOAM GASKETS. THE DOOR SHALL BE THE LOUVER HALL BE 99.8 PERCENT EFFECTIVE AT PREVENTING DOUBLE -WALL, GALVANIZED SHEET METAL CONSTRUCTED WITH WATER PENETRATION THROUGH LOUVER WHEN TESTED AT 50 MILES INSULATION FILL. PROVIDE PIANO HINGE AND CAM LATCHES. ALL REFRIGERANT LINES TO BE TESTED AT 1 1/2 TIME RATED PER HOUR WIND WITH 8" PER HOUR RAINFALL AND 2,175 FEET PER SEAL AROUND FRAME ATTACHMENT TO DUCT EACH SMOKE PRESSURE TO INSURE THAT NO LEAKS ARE PRESENT. TEST REPORTS MINUTE AIRFLOW THROUGH THE FREE AREA, BASED ON AMCA 500-L DETECTOR. SHALL BE SUBMITTED TO GENERAL CONTRACTOR. PROVIDE WIND DRIVEN RAIN TEST. THE LOUVER SHALL BE A CLEAR ANODIZE FIREPROOFING OF REFRIGERANT LINES AS INDICATED BELOW. ISOLATE FINISH 215-R1, COMPLY WITH ALUMINUM ASSOCIATION AA-C22A41. 2.7 MECHANICAL INSULATION ALL COPPER LINES FROM CONCRETE PENETRATIONS. BASIS OF DESIGN: RUSKIN MODEL: EME6625 SYSTEM SHALL BE CHARGED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 2.5 DUCTWORK ASTM C612 (BOARD, BLOCK), CLASS 1 OR 2, DENSITY 3 PCF, K = 0.26 AT 75 DEGREES F, EXTERNAL INSULATION FOR 3.6 DUCTWORK TEMPERATURES UP TO 400 DEGREES F). DUCTWORK SHALL BE CONSTRUCTED GALVANIZED SHEET, CONFIRMING WITH ASTM B209, ALLOY 1100, 3003 OR 5052, THE LOCATION OF DUCTWORK, EQUIPMENT, AND OTHER ITEMS UNLESS NOTED. FABRICATE AND SUPPORT IN ACCORDANCE ASTM C553 (BLANKET, FLEXIBLE) TYPE I, CLASS B-3, DENSITY INDICATED ON THE DRAWINGS IS DIAGRAMMATIC ONLY AND IT SHALL WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS, EXCEPT 1 PCF, K = 0.31 AT 75 DEGREES F, FOR USE AT BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAKE HIS OWN WHERE INDICATED OTHERWISE. PROVIDE DUCT MATERIAL, GAGES TEMPERATURES UP TO 400 DEGREES F. WORKING LAYOUT ELIMINATING ALL INTERFERENCES. THIS SHALL BE AND REINFORCING FOR OPERATING PRESSURES INDICATED ACCOMPLISHED WITHOUT DETRIMENT TO THE STRUCTURAL AND HEREIN. ALL RECTANGULAR DUCTWORK SHALL BE ALL DUCT INSULATION SHALL BE 2". ARCHITECTURAL COMPONENTS OF THE BUILDING. DUCT SYSTEM SHALL CONSTRUCTED TO A MINIMUM OF SEAL CLASS B WITH LEAKAGE BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND AT NOT MORE CLASS 12. THAN 8 FT. ON CENTERS FOR STRAIGHT DUCTS. 2.8 DUCTWORK ROUND AND FOR OUTSIDE AIR). ALL DUCTWORK AFTER FILTER HOUSING (FH-2 AND FH04) 3.7 CLEANING UP SHALL BE ALUMINUM. FABRICATE ALL EXPOSED SUPPLY AND EXHAUST DUCTS WITH ROUND SPIRAL LOCK SEAM CONSTRUCTION. COMPLY WITH SMACNA "HVAC PRIOR TO ACCEPTANCE OF THE BUILDINGS, THOROUGHLY CLEAN ALL ALL RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED TO A DUCT CONSTRUCTION STANDARDS, TABLE 3-2 FOR GALVANIZED STEEL EXPOSED PORTIONS OF THE EQUIPMENT REMOVING ALL TRACES OF MINIMUM OF SEAL CLASS B WITH LEAKAGE CLASS 12. GAGES FOR A 2" PRESSURE CLASS. FOREIGN SUBSTANCES, USING ONLY A CLEANING SOLUTION APPROVED BY THE MANUFACTURER OF THE ITEM AND BEING CAREFUL TO AVOID ALL DAMAGE TO FINISHED SURFACES JOINT AND SEAM SEALANT: ONE PART, WATER BASED LATEX 2.9 DUCTWORK (OUTSIDE AIR), SEALANT WITH FIBER REINFORCEMENT. SHALL COMPLY WITH ASTM C-731 AND D-2022. FORMULATED WITH A MINIMUM FABRICATE ALL OUTSIDE AIR DUCT WITH GALVANIZED STEEL. COMPLY 3.11TEST AND BALANCING OF 73 PERCENT SOLIDS. WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS," WITH SPECIAL CONSIDERATION FOR THE WEIGHT ON THE FCU-4. TEST, ADJUST, AND BALANCE THE BUILDING MECHANICAL SYSTEMS BUILDING ATTACHMENTS: CONCRETE INSERTS, POWDER IDENTIFIED ABOVE, TO PRODUCE THE DESIGN OBJECTIVES. SERVICES ACTUATED FASTENERS, OR STRUCTURAL STEEL FASTENERS SHALL INCLUDE CHECKING INSTALLATIONS FOR CONFORMITY TO APPROPRIATE FOR BUILDING MATERIALS. DO NOT USE POWDER 2.10 REFRIGERATIONPIPING IPING DESIGN, MEASUREMENT AND ESTABLISHMENT OF THE FLUID QUANTITIES ACTUATED CONCRETE FASTENERS. OF THE MECHANICAL SYSTEMS AS REQUIRED TO MEET DESIGN COPPER TUBING* A`'TM B 280 TYPE ACR SOF-F DRAWN STRAIGHT SPECIFICATIONS, AND RECORDING AND REPORTING THE RESULTS. HANGERS: ELECTRO-GALVANIZED, ALL -THREAD ROD OR HOT J ) 1 LENGTHS, AND SOFT ANNEALED COILS, SEAMLESS COPPER TUBING. DIPPED GALVANIZED RODS WITH THREADS PAIN -FED AFFER TUBING SHALL BE FACTORY CLEANED, READY FOR INSTALLATION, AND INSTALLATION. HAVE ENDS CAPPED TO PROTECT CLEANLINESS OF PIPE INTERIORS PRIOR TO SHIPPING, STRAPS AND ROD SIZES: CONFORM WITH -FABLE 4-1 IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985 EDITION, PROVIDE SUCTION LINE FILTER DRIER: 350 PSI(.-,' MAXIMUM OPERATION FOR SHEET STEEL WIDTH AND GAGE AND STEEL ROD PRESSURE, 225' F MAXIMUM OPERATING TEMPERATURE; STEEL SHELL, DIAMETERS. AND WROUGHT COPPER FITTINGS FOR SOLDER END CONNECTIONS. PERMANENT FILTER ELEMENT SHALL BE MOLDED FELT CORE SURROUNDED BY A DESICCANT FOR REMOVAL OF ACIDS AND DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR MOISTURE FOR REFRIGERANT VAPOR. SELF -TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. PART 3 - EXECUTION 2.6 DUCT ACCESSORIES 3.1 3.1 RECTANGULAR DUCT FABRICATION 2.6.1 SEALING MATERIALS EXCEPT AS OTHERWISE INDICATED, FABRICATE RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH THE TERM SEALANT USED HERE IS NOT LIMITED TO MATERIALS SMACNA "HVAC DUCT CONSTRUCTION STANDARDS," TABLES 1-3 OF ADHESIVE OR MASTIC NATURE, BUT ALSO INCLUDES TAPES THROUGH 1 -19, INCLUDING THEIR ASSOCIATED DETAILS. AND COMBINATIONS OF OPEN WEAVE FABRIC STRIPS AND CONFORM TO THE REQUIREMENTS IN THE REFERENCED MASTICS. STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. JOINT AND SEAM TAPE: 2" WIDE, GLASS -FIBER -FABRIC REINFORCED. FABRICATE RECTANGULAR DUCTS IN LENGTHS APPROPRIATE TO REINFORCEMENT AND RIGIDITY CLASS REQUIRED FOR PRESSURE JOINT AND SEAM SEALANT: ONE PART, WAFER BASED LATEX CLASSIFICATION. SEALANT WITH FIBER REINFORCEMENT. SHALL COMPLY WITH ASTM C-731 AND D-2022. FORMULATED WITH A MINIMUM OF PROVIDE MATERIALS THAT ARE FREE FROM VISUAL 73 PERCENT SOLIDS. IMPERFECTIONS SUCH AS PITTING, SEAM MARKS, ROLLER MARKS, STAINS, AND DISCOLORAFIONS. TAPE SEALING SYSTEM: WOVEN -FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND AND A MODIFIED STATIC PRESSURE CLASSIFICATIONS: EXCEPT WHERE ACRYLIC/SILICONE ACTIVATOR TO REACT EXOTHERMICALLY WITH OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE THE TAPE TO FORM A HARD, DURABLE, AIRTIGHT SEAL. FOLLOWING PRESSURE CLASSIFICATIONS: 2.6.2 DUCT HANGERS AND SUPPORTS SUPPLY AIR DUCTS: 2" WATER GAGE. RETURN AIR DUCTS: 2" WATER GAGE, NEGATIVE PRESSURE. • BUILDING ATTACHMENTS: CONCRETE INSERTS, POWDER ACTUATED FASTENERS, OR STRUCTURAL STEEL FASTENERS OUTSIDE AIR DUCTS: 2" WATER GAGE, NEGATIVE PRESSURE. APPROPRIATE FOR BUILDING MATERIALS. DO NOT USE POWDER ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CROSSBREAKING OR CROSS BEADING: CROSSBREAK OR BEAD CONCRETES OR FOR SLABS LESS THAN 4 INCHES THICK. DUCT SIDE THAT- ARE 19 INCHES AND LARGER AND ARE 20 GAGE OR LESS, WITH MORE THAN 10 SQ. FF. OF UNBRACED HANGERS: ELECTRO-GALVANIZED, ALL -THREAD ROD OR HOT PANEL AREA, AS INDICATED IN SMACNA "HVAC DUCT DIPPED GALVANIZED RODS WITH THREADS PAIN-FEDAFTER CONSTRUCTION STANDARD," FIGURE 1-4, UNLESS THEY ARE INSTALLATION. LINED OR ARE EXTERNALLY INSULATED. STRAPS AND ROD SIZES: CONFORM WITH -FABLE 4-1 IN FABRICATE ELBOWS, TRANSITIONS, OFFSETS, BRANCH SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985 EDITION, CONNECTIONS, AND OTHER DUCT CONSTRUCTION IN FOR SHEET STEEL WIDTH AND GAGE AND STEEL ROD ACCORDANCE WITH SMACNA "HVAC METAL DUCT CONSTRUCTION DIAMETERS. mSTANDARD," FIGURES 2-1 THROUGH 2-10. DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF -TAPPING METAL SCREWS; COMPATIBLE WITH :DUCT MATERIALS. TRAPEZE AND RISER SUPPORTS: STEEL SHAPE CONFORMING TO ASTM A 36. WHERE GALVANIZED STEEL DUCTS ARE INSTALLED, PROVIDE HOT -DIPPED -GALVANIZED STEEL SHAPES AND PLATES. FLEXIBLE DUCT - FLEX DUCT CLAMP SPIN -IN FITTING WITH SCOOP AND VOLUME DAMPER - SUPPLY AIR DUCT rrYYYYY (YYY� I-- A 11 11 1 1 1 1 1 1 1' INSULATE SPIN -IN WITH MF_TAL 2" THICK INSULATION WITH VAPOR BARRIER LEAVING SUPPORT FROM STRUCTURE ABOVE WIRE SUSPENSION SYSTEM GENERAL HVAC NOTES ARE IN COMPLIANCE WITH Iw% F. 2017 F.B.C.M, AND F.B.C.EC I CE I COMMERCIAL Q In 1. AN AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO SUPPLY THE REQUIRED DISTRIBUTION OF AIR. THE INSTALLATION OF AN AIR DISTRIBUTION o SYSTEM SHALL NOT AFFECT THE FIRE PROTECTION REQUIREMENTS SPECIFIED IN THE F.B.C.B. 2017. DUCTS SHALL BE CONSTRUCTED, BRACED, REINFORCED AND INSTALLED TO PROVIDE STRUCTURAL STRENGTH AND DURABILITY. REFER TO THE F.B.C.M. CHAPTER 6, SECTION 603 - DUCT CONSTRUCTION & INSTALLATION. A a LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE THE APPLIANCE. REFER TO F.B.C.M. 2017 CHAPTER 3, SECTION 306 - ACCESS & SERVICE w 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. o ALL SEAMS SHALL BE SEALED WITH GLASS FAQ & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LA L z BE ED IN ACCORDANCE WI l H THE w UL-181A, PART 1 FOR DUCT BOARD OR UL 181B, PART 1 FOR FLEX. ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CON -FAIN z A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. W1 THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH 2O17 F.B.M.C. CHAPTER 6, SECTION 603 AND 604 RESPECTIVE TO THE DUCT TAPE o NOTES: USED. Q z 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND o 1. ALL VANE ELBOWS SHALL BE CONSTRUCTED AND INSTALLED DO NOT NEED TURNING VANES. DETAILED BY SMACNA, 2. WHEN W1 DOES NOT EQUAL W2, VANE SHALL BE SINGLE THICKNESS VANE TYPE REGARDLESS OF W DIMENSION. 4 EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE CONTROLLED BY EITHER TIME CLICK OR A PROGRAMMABLE CONTROL SYSTEM. °' 3. ALL SINGLE THICKNESS VANES SHALL HAVE A 2" RADIUS, 1 1/2" AS PER 2017 F.B.C.[EC] C403.2.4.1 AND C403.2.4.2. Ld MAXIMUM SPACE BETWEEN VANES AND A 3/TRAILING EDGE. 5. AIR DISTRIBUTION SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED BY A LICENSED ENGINEER OF THIS STATE OR A THIRD PARTY COMPANY HOLDING A � 4. WHEN W EQUALS W2 AND W1 IS GREATER THAN 20 VANES SHALL CURRENT TEST & BALANCE CERTIFICATION. o Z BE DOUBLE VANE TYPE. u TURNING VANES DETAIL 6% AIR BALANCING, SECTION 403.3.1.5 - THE VENTILATION AIR DISTRIBUTION SYSTEM SHALL BE PROVIDED WITH MEANS TO ADJUST THE SYSTEM TO ACHIEVE NOT LESS THAN THE MINIMUM VENTILATION AIRFLOW RATE AS REQUIRED BY SECTIONS 403.3 AND 403.3.1.2. VENTILATION SYSTEMS SHALL BE BALANCED BY AN APPROVED ww LL (n x W METHOD. SUCH BALANCING SHALL VERIFY THAT THE VENTILATION SYSTEM IS CAPABLE OF SUPPLYING AND EXHAUSTING THE AIRFLOW RATES REQUIRED BY SECTIONS ``' M - 1 M - 3 SCALE: N.T.S. AIR DUCT DETECTOR AND AIR 403.3 AND 403.3.1.2. _ SAMPLING_ CHAMBER (MOUNT ,- ON TOP IF SPACE REQUIRED) 7. SMOKE DETECTORS APPROVED FOR AIR DUCT USE SHALL BE INSTALLED ON THE SUPPLY SIDE OF AIR -HANDLING SYSTEMS AS REQUIRED BY NFPA 90A, STANDARD DUCT WIDTH FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS. DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS SMOKE DETECTORS LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE LOCATED IN THE AIR SUPPLY SYSTEMS HAVING A CAPACITY GREATER THAN 2000 CFM AND z m WHERE INDICATED. THE DUCT SMOKE DETECTORS SHALL BE CONNECTED TO A FIRE ALARM SYSTEM WHERE A FIRE ALARM SYSTEM IS REQUIRED BY THE 'FLORIDA 0 MOUNTING FIRE PREVENTION CODE'. THE ACTUATION OF A DUCT SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED cn_ INTAKE -TUBE PLATE--_ �-� LOCATION. IN FACILITIES THAT ARE REQUIRED TO BE MONITORED BY A SUPERVISING STATION, DUCT SMOKE DETECTORS SHALL REPORT ONLY AS A SUPERVISORY SIGNAL, NOT AS A FIRE ALARM. REFER TO F.B.C.M. CHAPTER 6, SECTION 606.2.1 THROUGH 606.4.1. WHERE MULTIPLE AIR -HANDLING SYSTEMS SHARE A � COMMON SUPPLY WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM. EACH SUPPLY AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN o 0 0 0 0 0 0 ACCORDANCE WITH SECTION 606.2.1. SMOKE DETECTORS REQUIRED BY THIS SECTION SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE REQUIRED T NEOPRENE SMOKE DETECTORS SHALL BE INSTALLED TO MONITOR THE ENTIRE AIRFLOW CONVEYED BY THE SYSTEM. SMOKE DETECTORS SHALL NOT BE REQUIRED FOR FAN F GASKET UNITS WHOSE SOLE FUNCTION IS TO REMOVE AIR FROM THE INSIDE OF THE BUILDING TO THE OUTSIDE OF THE BUILDING. ACCESS SHALL BE PROVIDED TO SMOKE DETECTORS FOR INSPECTION AND MAINTENANCE. REFER TO F.B.C.M. 2017 606.3 - INSTALLATION. 0 RETURN TUBE 8. FIRE DAMPERS LOCATED WITHIN AIR DISTRIBUTION AND SMOKE CONTROL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION, Q AND THE MANUFACTURER'S INSTRUCTIONS AND LISTING. REFER TO F.B.C.M. 2017 CHAPTER 607.2 - INSTALLATION DAMPERS SHALL BE LISTED AND LABELED IN o ~ MOUNTING NUTS ACCORDANCE WITH THE STANDARDS IN THE SECTION. FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF UL 555. NOTES: DUCT 0 w 9. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2017 CHAPTER 6. 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS Q INSTALLATION INSTRUCTIONS. 10. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR IN -FAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION IS NOT OPERATING. F.B.C.M. 2017, SECTION 401.4. w m 2. PROVIDE ACCESS DOOR AT SAMPLING TUBES. o 11. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SECTION 501.5. SMOKE DETECTOR T ~ 12. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. SUCH MOUNTING DETAIL PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN ONE -EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL w Q (1-PERCENT SLOP). CONDENSATE SHALL NOT DISCHARGE INTO ANY STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. IN ADDITION TO THE M -�Mz M-2 UNFUSED DISCONNECT SWITCH BIRD SCREEN -� BASE --\ PRE-FAB CURB SEE ARCH. DWGS FOR ROOF DETAIL -� DUCT SEE PLANS FOR CONTINUATION EXHAUST FAN M-21 M-3 INSULATE BACK OF DAMPER OPERATOR ACCESSIBLE -A DIFFUSER OR GRILLE r : OPPOSED BLADE DAMPER LAY -IN TILE f• IX T URE WHERE M-21 M-3 IRON FRAME 6 INSULATED ACCESS NTSI BREAKAWAY (TYP. BOTH SIDES OF FLOOR) MAX. DOOR W/ SASH LOCKS OUTSIDE CONN. WALL SLEEVE o AIR DUCT (TYP.) a �I THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND _ HORIZONTAL INSTALLATION VERTICAL INSTALLATION SEALED BY q!FFORD RUNKEL, a PE., ON THE DATE AND/OR TIME r w STAMP SHOWN USING A DIGITAL -- - FIRE DAMPER DETAIL In SIGNATURE. ISDOCUMENT PRINTED COPIES OF L-' .THIS DocuMENT ARE NOT CONSIDERED SIGNED AND SEALEC M - 1 M -3 NTS AND SIGNATURE MUST BE _ VERIFIED ON ANY ELECTRONIC V APPLICABLE DRAIN PAN RETURN A T NUT &WASHER (TYPICAL) a �--� COPIES. AIR FLOW EXTEND 4" FILTER AIR I' -I DIGITAL SIGNATURE BEYOND AHU TYPICAL FLEXIBLE DUCT OUTLET DETAIL FLOAT SWITCH SECTION 2"X2"X1/4" ANGLE _ » SCALE: N.T.S. 6 TYPICAL SUSPENDED AHU DETAIL TYPICAL ACCU M-1 M-.-5 NTS 1 /4" NEOPRENE PAD THE SUPPLY REGISTER TAKE -OFF MAY BE USED FOR UP UP TO 25% OF THE MAIN DUCT CFM. THE BRANCH DUCT TAKE -OFF MAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFM ANYTIME AND UP TO 40% WHEN THE MAIN DUCT VELOCITY 1S 1000 FPM [5 1 M/S] OR LESS THE ° (LENGTH OF UNIT +8) 3/8" ALL -THREAD ROD. z � U' � w a - m o � r- � I., a- I N UqQ z�qa« ww�Y i3 6 9,u z I a a� - wosN�"' - ° AIR SPLIT DUCT TAKE -OFF SHALL BE USED IN ALL OTHER CASES AND MAY BE USED AT ANYTIME. 3" CHANNEL STEEL ---- TURNING VANES VOLUME EXTRACTOR; ADJUSTABLE 4"X4"X1/4" SQUARE SEE FLOOR PLAN FOR FROM FULLY CLOSED POSITION TO SPLIT DIMENSION CFM NOTED ON FLOOR PLANS - AIR FOW 18"' (MIN.) MAIN AIR AIR AIR SUPPLY FLOW FLOW FLOW `1 i DUCT AIR - FLOW NTS REQUIREMENTS OF SECTION 307.2.1, WHERE DAMAGE FO ANY BUILDING COMPONENTS COULD OCCUR AS A RESULT OF OVERFLOW FROM THE EQUIPMENT PRIMARY z CONDENSATE REMOVAL SYSTEM, AN AUXILIARY PROTECTION METHOD SHALL BE PROVIDED FOR EACH COOLING COIL OR FUEL -FIRED APPLIANCE THAT PRODUCES CONDENSATE. REFER TO F.B.C.M 2017 CHAPTER 3, SECTION 307.2.3 #1 THRU #4. CONDENSATE DRAIN SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH F.B.C.M. 2017 CHAPTER 3, SECTIONS 307.2.1 THROUGH 307.2.5 CONDENSATE WASTE AND DRAIN LINE SIZE SHALL BE NOT LESS o THAN 3/4" INTERNAL DIAMETER AND SHALL NOT DECREASE IN SIZE FROM THE DRAIN PAN CONNECTION TO THE PLACE OF CONDENSATE DISPOSAL. WHERE THE In REMOVABLE DRAIN PIPES FROM ONE UNIT ARE MANIFOLDED TOGETHER FOR CONDENSATE DRAINAGE, THE PIPE OR TUBING SHALL BE SIZED IN ACCORDANCE WTH F.B.C.M. 2017 � HOUSING CHAPTER 3, TABLE 307.2.2 ALL HORIZONTAL PRIMARY DRAIN LINES WITHIN UNCONDITIONED AREAS SHALL BE INSULATED DUCTLESS MINI -SPLIT EQUIPMENT THAT PRODUCES CONDENSATE SHALL BE PROVIDED WITH AN INLINE CHECK VALVE LOCATED IN THE DRAIN LINE OR A TRAP. REFER TO F.B.C.M. 2017 CHAPTER 3, z SECTION 307.2.4.1 CONDENSATE PUMPS LOCATED IN UNINHABITABLE SPACES, SUCH AS ATTICS AND CRAWL SPACES, SHALL BE CONNECTED TO THE APPLIANCE OR a EQUIPMENT SERVED SUCH THAT WHEN THE PUMP FAILS, THE APPLIANCE OR EQUIPMENT WILL BE PREVENTED FORM OPERATING. PUMPS SHALL BE INSTALLED IN : ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. o rVERSION - 2 m TION COMPONENTS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. AND F.E.C.C. SECURE FAN 1:5. ALL AIR DISTRIBUo TO CURB WITH r J.J. S' 'HEET 14. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY a METAL SCREWS THE HVAC DESIGNER. z z w 6" O.C. ALL o U. AROUND CAULK WITH a Q SILICONE SEALANT INSULATED ACCESS DOOR (TYP, BOTH SIDES OF FLOOR) WITH SASH LOCKS U INSTALL PER MANUFACTURERS o 0 UL LISTING FOR PARTICULAR Q BOLT FRAME TO SLEEVE WALL TYPE z J 6" O.C. BREAKAWAY CONN. - )) z RUN POWER (TYP.) CUN I INUOUS 1 -1 /2 x1 /4 c> LEADS INSIDE DUCTWORK ANGLE IRON FRAME o 0 CORNER OF COORDINATE CURB (TYP. BOTH SIDES OF WALL) w CURB LOCATION WITH FLOOR SLEEVE Q ®h Q STRUCTURE a DETAIL w Q <, FUSIBLE LINK z 0 6-1 m 1 8 o U Q cl) Ll il v / v VIBRATION COIL SECTION BOLT FRAME TO ° w ISOLATOR (TYP)- SLEEVE O.C. x 0 11 \ FLEXIBLE DUCT Q0 Q CONTINUOUS Q ` I CONNECTION TYP G :2 1 -1 /2"x 1 -1 /2" ANGLE (TYWP) z SUPPLY AIR ,s ..,*_-- CD EF- 1 � oI LDUCT MAIN SUPPLY MAIN SUPPLY 1 /4 W OR 4 Q � PROVIDE VOLUME DUCT [100mrn] MIN. DAMPER TOP REGISTE- SUPPLY REGISTER TAKE -OFF W PLAN VIEW BRANCH DUCT TAKE -OFF PLAN VIEW SUPPLY REGISTER -/ v--- SUPPLY DUCTWORK TAKE -OFFS OR BRANCH DUCT AIR SPLIT DUCT TAKE -OFF PLAN VIEW Qo MECHANICAL DETAILS AND SPECIFICATIONS I U U (TYPICAL) 4" PIPE C k 1 d�F�l /ram Li r ••. ' FLASHING SLEEVE. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. * ` wF�'" _ 4 ° :: # un TATE F 5"X5"X1 /4" PLATE.�� pR, 10(o � '- » /l a �J ;•' � 5 X5 X1/4 NEOPRENE PAD.- - ,) ?''' /f��/O"'•••••"'•••��ti � D RED HEAD HEAVY DUTY 3/8 16X2 1/4 //��ii�lplV- r ATE: LENGTH ANCHOR. i1 NOVERMBER 201 7 ACCU SUPPORT D E T A I L I-T IS THE RESPONSIBILITY OF THE CONTRACTORSw DRAWN BY: TO REVIEW THE COMPLETE ARCHITECTURAL AND a M - 21 M-3 2"X2"X1/4" ANGLE (EXTEND LENGTH OF RACK) PIPE CLAMPS (REFRIGERATION PIPING) PIPE SUPPORTS A' X4" X 1 /A WELDED END P E 1 Digit NTS ENGINEERING PACKAGE, COORDINATING AND w SUPPLYING ALL MATERIALS AND PRODUCTS WHICH m ARE CONSIDERED PART OF THEIR TRADE. w SHEET NO.: CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. cr_ w -3 z c� V) SCALE: 1/4 _l'-o PARTIAL FIRST FLOOR SANITARY AND KITCHEN DRAINAGE PLAN 3/4" 1" 5/4" RCULA 3/� PARTIAL FIRST FLOOR DOMESTIC WATER PLAN SCALE: 1 /4" = V-0" PUMP SCHEDULE PUMP DESCRIPTION TYPE GPM FT HD EFF IMPELLER SUCTION DISCII MOTOR BHP VOLTS/ RPM BASIS OF DESIGN SIZE IN. SIZE IN. (FLG) SIZE IN. (FLG) HP PHASE ELEVATOR SUMP # 1 CLOSED COUPLED END SUCTION 50 15 -- -- -- 1 1 /2" 1 /2 -- 120/1 3,450 LIBERTY PUMPS - ELV 280 PLUMBING ISOMETRICS DRAWING NOTES P1 CONNECT TO THE EXISTING SANITARY SEWER. FIELD VERIFY THE EXACT LOCATION AND EXISTING INVERT AND ADJUST SLOPE BACK TO THE NEW TOILET ROOMS ACCORDINGLY. P2 PROVIDE NEW 2" WATER SERVICE FOR THE EXPANSION. PROVIDE NEW 1-1/2" WATER METER AND 2" BACK FLOW PREVENTOR TO THE NEW BUILDING RISER. P3 PROVIDE ELEVATOR SUMP PUMP WITH OIL SEPARATOR AND LOCAL ALARM. SEE PUMP SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL DETAILS. PROVIDE CHECK VALVE AND EXTEND DISCHARGE AND CONNECT TO THE STORM DRAIN. FIELD VERIFY THE FINAL POINT OF CONNECTION. C_�4 ROUTE 3/4" COLD AND HOT WATER SUPPLY BELOW GRADE TO THE NEW TRIPLE COMPARTMENT SINK AND HAND SINK. P5 PROVIDE 1 /2 CW AND HW TO CLEANING FAUCET UNDER THE HAND SINK. SEE DETAIL. PO PROVIDE 225,000 BTU/HOUR POINT OF USE GAS WATER HEATER (GWH-1). HEATER SHALL BE DESIGNED FOR EXTERIOR USE AND CAPABLE OF TEMPERATURE RISE OF 357, WHILE FLOWING 12.1 GPM. SET HEATER AT 1207. BASIS OF DESIGN: BOSCH THERM C 120 ESC. :P7:)PROVIDE 1-1/2" GAS PIPING TO THE NEW WATER GAS POINT OF USE WATER HEATER. FIELD ROUTE THE PIPE -THROUGH THE BUILDING. GAS PIPE WAS SIZED FOR A 200' DISTANCE FROM THE NEW GAS WATER HEATER (GWH-1) -TO THE EXISTING REGULATOR, BASED ON TABLE 402.4(1) (SCHEDULE 40 METALLIC PIPE) OF THE 2017 FLORIDA BUILDING CODE - FUEL GAS. CDPROVIDE ISOLATION VALVE AND HOSE BIBB ON THE 2" WATER RISER. CH)PROVIDE DOMESTIC WATER CIRCULATION PUMP. INSTALL ISOLATION VALVE AND CHECK VALVES AS INDICATED. PUMP SHALL OPERATE ON A TIME CLOCK AND OPERATE CONTINUOUSLY WHENEVER THE BUILDING IS SCHEDULE FOR BUSINESS. P10 PROVIDE 750 GALLON GREASE INTERCEPTOR. INSTALL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE LOCAL AUTHORITY HAVING JURISDICTION. P11 PROVIDE HOSE BIBBS AND TRAP PRIMERS FOR EACH RE_STROOM. 3" VTR 3" SS DOWN PARTIAL 2ND FLOOR SANITARY AND KITCHEN DRAINAGE PLAN - SCALE: DOMESTIC WATER SIZING CRITERIA QTY OF LOAD TOTAL ITEM FIXTURES VALVE VALVE WATER CLOSET 6 10 60 LAVATORIES/HAND SINK 10 2 20 MOP SINK 1 4 4 HOSE BIBBS, ICE MAKERS 1 10 10 KITCHEN SINK 2 8 4 TOTAL 98.00 BASE ON TABLE E103(3) OF THE FLORIDA PLUMBING CODE, THE ESTIMATED DEMAND FOR A SYSTEM PREDOMINANTLY FLUSH TANKS IS 67.5 GPM. SANITARY SEWER r `TI I r—ti r— r\ r\ I► I T f IxIUKL UUUNI QTY OF LOAD TOTAL ITEM FIXTURES VALVE VALVE WATER CLOSET 6 6 12 LAVATORIES/HAND SINK 10 1 10 TRIPLE COMPARTMENT SINK 2 2 4 MOP SINK 1 2 2 FLOOR DRAIN 12 2 24 TOTAL 52 A 4" DRAIN LINE CAN SUPPORT A TOTAL OF 185 FIXTURE UNITS AT A SLOPE OF 1 /8"=1'-0", ACCORDING TO TABLE 710.1(1) OF THE FLORIDA BUILDING PLUMBING CODE. LEGEND - - DOMESTIC COLD WATER - - DOMESTIC HOT WATER CIRCULATING HOT WATER SANITARY VENT PIPE SANITARY SEWER DRAIN G GAS PIPING GD GREASE DRAIN PIPE DOWN PIPE UP GLOBE OR BALL VALVE GENERAL PLUMBING NOTES _Ld U W F- T 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS CK REQUIRED, TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING ¢ SYSTEM IN ACCORDANCE WITH THE INTENT OF THESE CONTACT v DOCUMENTS AND SPECIFICATIONS. THE SYSTEM SHALL BE FULLY TESTED AND LEFT IN A COMPLETE AND OPERATIONAL STATUS, o a 2. PROVIDE ALL WORK IN ACCORDANCE WITH THE 2017 FLORIDA PLUMBING w w 0 CODE AND THE LOCAL AUTHORITY HAVING JURISDICTION. w 0 3. ALL MATERIAL SHALL BE NEW AND SHALL BE LISTED BY UNDERWRITER'S w LAVATORIES (UL). o U 4. PLUMBING WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE z FOLLOWING: I ¢ s T. 4.1. PROVIDING ALL COLD WATER SUPPLY, HOT WATER SUPPLY, !�2 INCLUDING THE GAS WATER HEATER AND CIRCULATION PUMP. � w a 4.2. PROVIDING ALL SANITARY DRAIN PIPING, INCLUDING VENT, WASTE w AND BELOW GRADE PIPING TO THE INDICATED FINAL POINT OF E= CONNECTION. o Z 4.3. PROVIDING ALL HVAC CONDENSATE DRAINS. COORDINATE REQUIREMENTS WITH THE HVAC AND KITCHEN SUPPLY Ld x (� CONTRACTORS AND DIRECT TO THE EXISTING STORM DRAIN CL x > SYSTEM. - w LLl w � 4.4. PROVIDING NEW ROOF DRAINS. SEE ARCHITECTURAL PLANS FOR z DETAILS. z 4.5. PROVIDING PROTECTION FOR ALL CONNECTIONS OF DISSIMILAR m O METALS FROM ELECTROLYC'I`' CORRO`'ION I- J J J (n 4.6. PROVIDING ALL PLUMBING FIXTURES AND TRIM. ' 0 4.7. PROVIDING ALL HOSE BIBBS AND FLOOR DRAINS. 5. MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS, PREPARE RECORD (AS -BUILT) DOCUMENTS IN ACCORDANCE WITH THE �- REQUIREMENTS OF THE FRONT END SPECIFICATION. THE DRAWINGS SHALL LOCATE ALL MAINS AND BRANCHES OF PIPING SYSTEMS. ¢ PROVIDE ACTUAL DIMENSIONS OF ALL VALVES, CONTROL DEVICES AND o CONCEALED PIPING AND COMPONENTS. o w z 0 6. REFER TO DRAWINGS AND COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE THE SPECIFIC NUMBER AND LOCATION OF ITEMS INCLUDED En ¢ WITHIN THE SCOPE OF WORK IN HIS CONTRACT. m 0 I- I- w 12' W O W Q 2 I.,J z 5/4" HW DOWN " CW DOWN o rVERSKON 2 5/4" RHW DOWN 0 z Q LLJz W U. O U 0 o CL 0 w z F- ® W o U P Cr.W U ® ®� Li W � v Z 0� U Q I- o z L1J p0 S w0-1 ,....� ¢ 0 z 0 0 z 7THIS HAS BEEN ICALLY SIGNED AND Y CLIFFORD RUWKEL,ILTHE DATE AND/OR TIMEw HOWN USING A DK�TAL cn SIGNATURE. PRINTED COPIES OF w THIS DOCUMENT ARE NOT 1= CONSIDERED SIGNED AND SEALED AND SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC 3/4" RHW DOWN caPlEs V) DIGI'l'AL SIGNA'FUHE ��- GAS WATER HEATER (GWH-1) z 00 PARTIAL 2ND FLOOR DOMESTIC WATER PLAN W a. O J SCALE: 1 /4" = V-0" a� w � Z z � o • � p e CD 0 Ago ffo r'd bg* ff6 rd y w . r*411804 k,; N o Rik. KeI * 0% PROJECT NO.: , . �.. �, cn I. N� 0 DATE: 8:Rullkqc� I : r 0 ��1�-t� Jl 3 NOVERMBER 201 U) IT IS THE RESPONSIBILITY OF THE CONTRACTORS w DRAWN BY: TO REVIEW THE COMPLETE ARCHITECTURAL AND ENGINEERING PACKAGE, COORDINATING AND w SUPPLYING ALL MATERIALS AND PRODUCTS WHICH m ARE CONSIDERED PART OF THEIR TRADE. w SHEET NO.: CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. Ir w ®,® -- z V) SCALE: 1 /4 2"VTR -�K I ICE MAKER FOU 4"VTR l I \\ 3" \ 2" I �\ LAV-HC I WC 3„ 3,> I-HC MS WC-HC FLD-K I rk 3" FLOOR SIN FLOOR SIN /�1""t,FLD-T FLD-K 3li_ LJ HAND SINK GD ICE MAKER 3" THREE COMPARTMENT SINK 4 "VT R 4 FLD-K 3" / 3"VTR I � I � I� I Nu JIIVt\ 4" COMBINATION WASTE AND VENT SANITARY RISER ISOMETRIC - SCALE: PLUMBING SPECIFICATIONS PART 1 - GENERAL 1.1 SUMMARY THESE SPECIFICATIONS INCLUDES PLUMBING PIPING SYSTEMS AND COMPONENTS AS INDICATED ON THE DRAWINGS SYSTEMS INCLUDE THE FOLLOWING: • POTABLE WATER (HOT AND COLD) DISTRIBUTION. • DRAINAGE AND VENT SYSTEMS, INCLUDING SANITARY AND CONDENSATE. • PLUMBING FIXTURES 1.2 QUALITY ASSURANCE COMPLY WITH THE 2012 INTERNATIONAL PLUMBING CODE AND THE LOCAL AUTHORITY HAVING JURISDICTION. 1.3 SYSTEM PERFORMANCE REQUIREMENTS PROVIDE COMPONENTS AND INSTALLATION CAPABLE OF PRODUCING PIPING SYSTEMS WITH THE FOLLOWING MINIMUM WORKING PRESSURE RATINGS, EXCEPT WHERE INDICATED OTHERWISE: • WATER DISTRIBUTION SYSTEMS, BELOW GROUND: 150 PSIG. • WATER DISTRIBUTION SYSTEMS, ABOVE GROUND: 125 PSIG. • SOIL, WASTE AND VENT SYSTEMS: 10' HEAD OF WATER. 1.4 SUBMITTALS SUBMIT PRODUCT DATA FOR EACH OF THE FOLLOWING: • PLUMBING FIXTURES • WATER HEATER • WALL HYDRANTS AND HOSE BIBBS • WATER HAMMER ARRESTERS • TRAP SEAL PRIMER VALVES • CLEANOUTS, COVER PLATES, AND ACCESS PANELS. • FLOOR DRAINS. SUBMIT FIELD TEST REPORTS OF PIPING HYDRAULIC PRESSURE TEST AND WATER PORTABILITY TEST. 1.5 EXTRA MATERIALS DELIVER EXTRA MATERIALS TO OWNER. FURNISH EXTRA MATERIALS DESCRIBED BELOW MATCHING PRODUCTS INSTALLED, PACKAGED WITH PROTECTIVE COVERING FOR STORAGE, AND IDENTIFIED WITH LABELS CLEARLY DESCRIBING CONTENTS. OBTAIN RECEIPT. • FAUCET WASHERS AND 0-RINGS: FURNISH TWO (2) IDENTICAL UNITS. • FLUSHOMETER REPAIR KITS: FURNISH WATER CLOSET AND ONE (1) URINAL IDENTICAL UNIT. • PROVIDE A HINGED -TOP WOOD OR METAL BOX, HAVING A SEPARATE COMPARTMENT FOR EACH TYPE AND SIZE OF ABOVE EXTRA MATERIALS. PART 2 PRODUCTS 2.1 MANUFACTURERS UNLESS PRIOR APPROVAL IS OBTAINED BEFORE THE FINAL BID DATE, SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS IN EACH CATEGORY, BY ONE OF THE FOLLOWING LISTED FOR THAT CATEGORY: WATER CLOSETS, URINALS, LAVATORIES AND SINKS: PROVIDE AS SCHEDULED TOILET SEATS: * BEMIS MFG. CO. * BENEKE DIV.; SANDERSON PLUMBING PRODUCTS, INC. * KOHLER CO. FAUCETS: * PROVIDE AS SPECIFIED. ELECTRIC WATER HEATER * BOSCH joh 1-1/2" ELEVATOR SUMP PUMP SHALL BE CONTROLLED TO PREVENT THE OIL FROM BEING PUMPED FROM THE VAULT. THE SAME CONTROL UNIT SHALL ACTIVATE AN ALARM WHEN AN OIL "FILM" IS DETECTED OR WHEN A HIGH WATER CONDITION EXITS. THE SYSTEM WILL CONTI NUE TO MONITOR AND REMOVE WATER FROM THE VAULT EVEN IF AN OIL CONDITION IS DETECTED. EACH CENTRIFUGAL SUMP PUMP CASTINGS SHALL BE CONSTRUCTED OF CLASS 25 CAST IRON. THE MOTOR HOUSING SHALL BE OIL FILLED TO DISSIPATE HEAT. ALL MATING PARTS SHALL BE MACHINED AND SEALED WITH A BUNA-N 0-RING. ALL FASTENERS EXPOSED TO THE LIQUID SHALL BE STAINLESS STEEL. THE MOTOR SHALL BE PROTECTED ON THE TOP SIDE WITH SEALED CORD ENTRY PLATE WITH MOLDED PINS TO CONDUCT ELECTRICITY ELIMINATING THE ABILITY OF WATER TO ENTER INTERNALLY THROUGH THE CORD. THE MOTOR SHALL BE PROTECTED ON THE LOWER SIDE WITH A UNITIZED CERAMIC/CARBON SEAL WITH STAINLESS STEEL HOUSINGS AND SPRING OR ENGINEERED DOUBLE LIP SEAL WITH STAINLESS STEEL SPRINGS, THE PUMP SHALL BE FURNISHED WITH STAINLESS STEEL HANDLE. THE SUBMERSIBLE PUMP SHALL BE SUPPLIED WITH A 25 FEET OF MULTICONDUCTOR POWER CORD. IT SHALL BE CORD TYPE YELLOW UL 16-3 SJEOOW 300V 105°C, CAPABLE OF CONTINUED EXPOSURE TO THE PUMPED LIQUID, THE POWER CORD SHALL BE SIZED FOR THE RATED FULL LOAD AMPS OF THE PUMP IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. THE POWER CABLE SHALL NOT ENTER THE MOTOR HOUSING DIRECTLY BUT SHALL CONDUCT ELECTRICITY TO THE MOTOR BY MEANS OF A WATER TIGHT COMPRESSION FITTING CORD PLATE ASSEMBLY, WITH MOLDED PINS TO CONDUCT ELECTRICITY. THE MOTOR SHALL BE OIL FILLED, PERMANENT SPLIT CAPACITOR, CLASS B INSULATED NEMA B DESIGN, RATED FOR CONTINUOUS DUTY. AT MAXIMUM LOAD THE WINDING TEMPERATURE SHALL NOT EXCEED 130 DEGREES C UNSUBMERGED. THE PUMP MOTOR SHALL HAVE AN INTEGRAL THERMAL OVERLOAD SWITCH IN THE WINDINGS FOR PROTECTING THE MOTOR. THE CAPACITOR CIRCUIT SHALL BE MOUNTED INTERNALLY IN THE PUMP. AN UPPER SLEEVE AND LOWER BALL BEARING SHALL BE REQUIRED. THE LOWER BALL BEARING SHALL BE A SINGLE BALL / RACE TYPE BEARING. BOTH BEARINGS SHALL BE PERMANENTLY LUBRICATED BY THE OIL, WHICH FILLS THE MOTOR HOUSING. THE MOTOR SHAFT SHALL BE MADE OF 300 OR 400 SERIES STAINLESS STEEL. 2.3 PIPING PROVIDE FOR FOLLOWING TYPE OF PIPE FOR THE INDICATED SYSTEMS: DOMESTIC WATER - TYPE L HARD COPPER TUBE, DRAWN TEMPER, CONFIRMING TO ASTM B 88, SOLDER MATERIAL SHALL BE ASTM B32, 95-5 TIN -ANTIMONY (LEAD FREE). DRAINAGE (SEWER AND VENT)- POLYVINYL CHLORIDE (PVC) DRAINAGE PIPE, ASTM D2665. PVC PIPE LIMITED TO THE PORTIONS OF THE CEILING NOT BEING USED AS A RETURN AIR PLENUM AREAS, OTHERWISE USE THE HUBLESS CAST-IRON SOIL PIPE AS SPECIFIED ABOVE. INSULATE THE HOT WATER PIPING AND CONDENSATE PIPING WITH FLEXIBLE EXPANDED CLOSED -CELL STRUCTURED WITH SMOOTH SKIN N BOTH SIDE, DRAWING NOTES P1 PROVIDE TEMPERATURE REGULATION VALVE COMPLYING WITH ASSE 1070. SET AT 1OO'F. CP2)PROVIDE 1 /4" CW FROM TRAP PRIMER FOR EACH FLOOR DRAIN LOCATED IN THE TOILET ROOMS. QE)PROVIDE AND INSTALL GAS WATER HEATER IN ACCORDANCE TO THE P3 MANUFACTURER'S RECOMMENDATIONS. P1 ICE MAKER GWH-1 FOUR COMPARTMENT SINK AND SINK (ON ROOF) w ERCEPTOR C I 3/4„ \ 2„ \ -1-1/2 � > I / - 1 >, 3 4 LAV-A LAV-A W �1 1 /2,, C �B LAV-A B � WC UR B I� U 1 " I WC R HAND SINK LAV-HC� WC 1-1 /2 IN ,AC HC - NEW 2" BELOW 'RAD \MS 3/4 V HC � G E rrry WATER SERVICE P1 NAND SINK DOMESTIC WATER RISER ISOMETRIC SCALE: NTS HAND SINK 1-1/2' \� P1 THREE COMPARTMENT SINK ASTM C 534, TYPE 2.3 PLUMBING ACCESSORIES SEE THIS SHEET FOR PLUMBING FIXTURE SCHEDULE. TOILET SEATS PROVIDE EXTRA HEAVY-DUTY, COMMERCIAL/INDUSTRIAL TYPE, ELONGATED, OPEN FRONT, SOLID PLASTIC, WITH STAINLESS STEEL CHECK HINGE. PROVIDE WITH ANTIMICROBIAL COMPOUND. WATER HAMMER ARRESTERS ASME A112.26.1 M, ASSE 1010, OR PDI WH-201, BELLOWS OR PISTON TYPE WITH PRESSURIZED CUSHIONING CHAMBER. SIZES ARE BASED ON WATER -SUPPLY FIXTURE UNITS, ASME Al 12.26.1 M SIZES "A" THROUGH "F" AND PDI WH-201 SIZES "A" THROUGH " F." TRAP SEAL PRIMER VALVES ASSE 1018, WATER -SUPPLY -FED TYPE, 125-PSIG MINIMUM WORKING PRESSURE, BRONZE BODY WITH ATMOSPHERIC -VENTED DRAIN CHAMBER, 1/2-INCH INLET/OUTLET CONNECTIONS. CHROME PLATED, OR ROUGH BRONZE FOR UNITS USED WITH PIPE OR TUBE THAT IS NOT CHROME FINISHED. CLEANOUTS ASME A112.36.2M, CAST-IRON BODY WITH STRAIGHT THREADS AND GASKET SEAL OR TAPER THREADS FOR PLUG, FLASHING FLANGE AND CLAMPING RING, AND A BRASS CLOSURE PLUG. CLEANOUTS FOR INSTALLATION IN FLOORS NOT HAVING MEMBRANE WATERPROOFING MAY BE FURNISHED WITHOUT CLAMPING RING. COMPLETE CLEANOUT ASSEMBLIES WITH PLASTIC CLEANOUT PLUGS ARE NOT AVAILABLE FROM MANY MFRS. RECOMMEND FOLLOWING PLASTIC PIPE FITTING WITH PLASTIC CLEANOUT PLUG AND METAL DECK PLATE OR WALL PLATE. 2.6 PLUMBING FIXTURE SUPPORTS PROVIDE ASME A112.6.1 M, CATEGORIES AND TYPES AS REQUIRED FOR WALL -HANGING FIXTURES SPECIFIED, AND WALL REINFORCEMENT. SUPPORT CATEGORIES ARE AS FOLLOWS: CARRIERS: SUPPORTS FOR WALL -HANGING WATER CLOSETS AND FIXTURES SUPPORTED FROM WALL CONSTRUCTION. WATER CLOSET CARRIERS SHALL HAVE AN ADDITIONAL FACE PLATE AND COUPLING WHEN USED FOR WIDE PIPE SPACES. PROVIDE TILING FRAME OR SETTING GAGE WITH CARRIERS FOR WALL -HANGING WATER CLOSETS. CHAIR CARRIERS: SUPPORTS WITH STEEL PIPE UPRIGHTS FOR WALL -HANGING FIXTURES. URINAL CHAIR CARRIERS SHALL HAVE BEARING PLATES. CHAIR CARRIERS, HEAVY DUTY: SUPPORTS WITH RECTANGLE PART 3 - EXECUTION ECU ON 3.1 EXAMINATION: EXAMINE ROUGHING -IN FOR POTABLE COLD WATER AND HOT WATER SUPPLIES AND SOIL, WASTE, AND VENT PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING CONNECTIONS PRIOR TO INSTALLING FIXTURES. EXAMINE WALLS, FLOORS, AND CABINETS FOR SUITABLE CONDITIONS WHERE FIXTURES ARE TO BE INSTALLED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 ,JOINT CONSTRUCTIO CAST IRON SOIL PIPE AND CAST IRON SOIL PIPE FITTING JOINTS: MAKE JOINTS ACCORDING TO RECOMMENDATIONS IN CISPI 1990 REVISED AND EDITED EDITION OF "CAST IRON SOIL PIPE AND FITTINGS HANDBOOK, VOLUME I," CHAPTER IV, "INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS." PVC DWV PIPE: JOIN PVC DRAINAGE PIPE AND FITTINGS ACCORDING TO ASTM D 2665. 3.3 CONNECTIONS SUPPLY RUN OUTS TO FIXTURES: INSTALL HOT AND COLD WATER SUPPLY PIPING RUN OUTS OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE TO FIXTURES. DRAINAGE RUN OUTS TO FIXTURES: PROVIDE DRAINAGE AND VENT PIPING RUN OUTS, WITH APPROVED TRAP, OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE, TO PLUMBING FIXTURES AND DRAINS, LOCATE DRAINAGE PIPING RUN OUTS AS CLOSE AS POSSIBLE TO BOTTOM OF FLOOR SLAB SUPPORTING FIXTURES OR DRAINS. 3.5 INSTALLATION OF PLUMBING FIXTURES INSTALL PLUMBING FIXTURES LEVEL AND PLUMB, IN ACCORDANCE WITH FIXTURE MANUFACTURERS' WRITTEN INSTALLATION INSTRUCTIONS, ROUGHING -IN DRAWINGS, AND REFERENCED STANDARDS. INSTALL WALL -HANGING, BACK -OUTLET URINALS WITH GASKET SEALS. FASTEN WALL -HANGING PLUMBING FIXTURES SECURELY TO SUPPORTS ATTACHED TO BUILDING SUBSTRATE WHEN SUPPORTS ARE SPECIFIED, AND TO BUILDING WALL CONSTRUCTION WHERE NO SUPPORT IS INDICATED, FASTEN WALL -MOUNTED FITTINGS TO REINFORCEMENT BUILT INTO WALLS. FASTEN COUNTER -MOUNTING -TYPE PLUMBING FIXTURES TO CASEWORK. SECURE SUPPLIES BEHIND WALL OR WITHIN WALL PIPE SPACE, PROVIDING RIGID INSTALLATION. INSTALL STOP VALVE IN AN ACCESSIBLE LOCATION IN EACH WATER SUPPLY TO EACH FIXTURE. INSTALL TRAP ON FIXTURE OUTLET EXCEPT FOR FIXTURES HAVING INTEGRAL TRAP. INSTALL ESCUTCHEONS AT EACH WALL, FLOOR, AND CEILING PENETRATION IN EXPOSED FINISHED LOCATIONS AND WITHIN CABINETS AND MILLWORK. USE DEEP PATTERN ESCUTCHEONS WHERE REQUIRED TO CONCEAL PROTRUDING PIPE FITTINGS. SEAL FIXTURE TO WALLS, FLOORS, AND COUNTERS USING A SANITARY -TYPE, ONE- PART, MILDEW -RESISTANT, SILICONE SEALANT. MATCH SEALANT COLOR TO FIXTURE COLOR. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE, REPLACE DAMAGED FIXTURES AND COMPONENTS. TEST FIXTURE TO DEMONSTRATE PROPER OPERATION UPON COMPLETION OF INSTALLATION AND AFTER UNITS ARE WATER PRESSURIZED. REPLACE MALFUNCTIONING FIXTURES AND COMPONENTS, THEN RETEST. REPEAT PROCEDURE UNTIL ALL UNITS OPERATE PROPERLY. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING FIXTURES, FITTINGS,, AND CONTROLS, ADJUST WATER PRESSURE AT ELECTRIC WATER COOLERS, FAUCETS AND FLUSHOMETERS HAVING CONTROLS, TO PROVIDE PROPER FLOW AND STREAM. U w 2 U Q In In 0 0 0 J w c� 0 I- z w In z 0 U 0 z z 0 co a w a. z w L z w O V - w co W L1 w T c� z z u 9 m a d m r z a 0 0 w z 0 V) w m 0 w Q O z GAS PIPING w O C' r r � �- SUPPORT PLASTIC PIPE AND TUBING ACCORDING TO MANUFACTURERS w RECOMMENDATIONS. _ 1. MINIMUM GAS PIPING SIZE SHALL BE 1". REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. z 2. GAS PIPING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH CLEAN FIXTURES, FITTINGS, AND SPOUT AND DRAIN STRAINERS WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE GAS CODE m MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. AND NFPA STANDARD NO. 54. ALL INSIDE PIPING SHALL BE orVERSION _ 2 SUPPORTED BY CLEVIS HANGERS WITH GALVANIZED ROD A i MAXIMUM OF 8' ON CENTER. o PROVIDE PROTECTIVE COVERING FOR INSTALLED FIXTURES AND FITTINGS. 3. GAS PIPING SHALL BE TESTED IN ACCORDANCE WITH THE 0 1 1 3.7 INSPECTION PROCEDURES DESCRIBED IN NFPA NO 54. ANY OTHER TEST AS Z W REQUIRED BY THE LOCAL GAS INSPECTION DEPARTMENT OR GAS w_ L COMPANY SHALL ALSO BE PERFORMED. 0 INSPECT DRAINAGE PIPING AS FOLLOWS: 4. PROVIDE "GAS" LABEL ON GAS PIPING PLACE AT5'-0" CENTERS. 0 DO NOT ENCLOSE, COVER, OR PUT INTO OPERATION DRAINAGE AND VENT o PIPING SYSTEM UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE z Im AUTHORITY HAVING JURISDICTION. 5. GAS VALVES SHALL BE MIN. 125 PSI RATED, NUN -LUBRICATED = z PLUG TYPE WITH BRONZE BODY AND BRONZE PLUG. " 0 DURING PROGRESS OF INSTALLATION, NOTIFY THE PLUMBING OFFICIAL w 0 HAVING JURISDICTION AT LEAST 24 HOURS PRIOR TO TIME SUCH 6. PROVIDE UNIONS, FLANGES OR COUPLINGS AT CONNECTION TO ALL o �' INSPECTION MUST BE MADE. PERFORM TESTS SPECIFIED BELOW IN VALVES AND EQUIPMENT. DO NOT USE DIRECT WELDED OR o Of PRESENCE OF THE PLUMBING OFFICIAL. THREADED CONNECTIONS TO VALVES, EQUIPMENT OR OTHER w Q O APPARATUS. ft� L� w ROUGHING IN INSPECTION: ARRANGE FOR INSPECTION OF PIPING SYSTEM C°0 cr) AFTER SYSTEM ROUGHING IN, BEFORE CONCEALING, AND PRIOR TO SETTING 7. PROVIDE NON -CONDUCTING DIELECTRIC UNIONS WHENEVER 0 Q FIXTURES. CONNECTING DISSIMILAR METALS. o j z w FINAL INSPECTION: ARRANGE FOR FINAL INSPECTION BY PLUMBING 8. GAS PIPING ROUTED ON ROOF SHALL HAVE PIPE SUPPORTS Q OFFICIAL TO OBSERVE TESTS SPECIFIED BELOW AND TO ENSURE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FUEL GAS COMPLIANCE WITH REQUIREMENTS OF PLUMBING CODE. CODE SECTION #415.1 z REINSPEC-TIONS: MAKE REQUIRED CORRECTIONS AND ARRANGE FOR REINSPECTION BY PLUMBING OFFICIAL WHEN PIPING SYSTEM FAILS TO PASS TEST OR INSPECTION. ELECTRONICALLY I MILLIEWNVED AND z g SEALED BY CLIFFORD RUNKEL, REPORTS: PREPARE INSPECTION REPORTS SIGNED BY THE PLUMBING m STAMP St10'o USING ON THE DATE AND/OR (I ME OFFICIAL. v SIGNATURE. PRINTED COPIES OF PLAN VIEW w THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC 3 COPIES. HAND SINK 0- W/ FAUCET w DIGITAL SIGNATURE - T - - - - - - - - - - - - - - - - - - - - z o �w m pp moo¢ o HAND SINK W/ FAUCET z 4 Q -------,i,-_-_-�l --�-II".� I ------,• d - -------- D• • I ly� o o�oZ" by '! j_ 9, C ffo W Pi o i i SERVICE STOPS ���1 „'I tl`;''TQ II II MIXING VALVE U° ( " 3 , ei 71 '1, cn r N �' �,V: STATE Oj w FAR _ N CLEANING FAUCET N i�iS� �'�01 � Ld FINISHED FLOOR f��/��nj��. �°�\ DATE: �� 1 �1111��k\ J 3 NOVERMBER 201 In IT IS THE RESPONSIBILITY OF THE CONTRACTORS w DRAWN BY: ELEVATION SECTION TO REVIEW THE COMPLETE ARCHITECTURAL AND ate. ENGINEERING PACKAGE, COORDINATING AND w SUPPLYING ALL MATERIALS AND PRODUCTS WHICH m ARE CONSIDERED PAROF THEIR TRADE, SINK DETAIL SHEET NO.: w SCALE: N.T.S. _ CONTRACTORS SHALL NOT BID FROM PARTIAL SETS. x w PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION SELECTION W OR S TRAP VENT HW CW WC-HC WATER CLOSET (HANDICAPPEDL AMERICAN 3" INT. 2" VITREOUS CHINA, FLOOR MOUNTED WITH 10" ROUGH, ELONGATED -RIM, 16 1 /2" STANDARD MADERA HIGH BOWL, SIPHON JET FLUSH WITH 1-1/2" TOP SPUD AND FLUSH VALVE, WHITE, WITH SLOAN SOLID PLASTIC SEAT, OPEN FRONT WITHOUT COVER AND CHECK HINGE. 1.28 111-1.28 FLUSH GALLONS OF WATER PER FLUSH. VALVE WC WATER CLOSET: AMERICAN 3" INT. 2" VITREOUS CHINA, FLOOR MOUNTED WITH 10" ROUGH, ELONGATED -RIM, 16 1/2" STANDARD MADERA HIGH BOWL, SIPHON JET FLUSH WITH 1-1/2" TOP SPUD AND FLUSH VALVE, WHITE, WITH SLOAN SOLID PLASTIC SEAT, OPEN FRONT WITHOUT COVER AND CHECK HINGE. 1.28 111-1.28 FLUSH GALLONS OF WATER PER FLUSH. VALVE UR URINAL AMERICAN 2" INT. 2" -- 3/4" WASHDOWN URINAL SHALL BE MADE OF VITREOUS CHINA WITH A Y4" TOP STANDARD SU-1009 SPUD. THE URINAL SHALL HAVE A 2" NPT OUTLET FLANGE AND INCLUDE A WITH SLOAN FLUSH REMOVABLE STRAINER, INLET SPUD AND HANGER. VALVE LAV-A LAVATORY (TWO STATIONS SLOAN 2" 1-1 /4" 2" 1 /2" 1 /2" DESIGNER SERIES - 2 STATION WALL -MOUNTED WIER DECK SINK, MONOLITHIC DSWC-82000 WITH CORIAN CONSOLE, WITH AUTOMATIC FAUCET, CARRIER AND SOAP DISPENSER. SET TEMPERATURE AT 100'F. EAF-900 FAUCET. LAV-HC LAVATORY (HANDICAPPED SLOAN 2" 1 -1 /4" 2" 1 /2" 1 /2" VITREOUS CHINA, WALL -HUNG 21-1/4" IN LENGTH X18-1/8" IN WIDTH, 4" BACK DSWC-82000 WITH PLATE, REAR OVERFLOW, SOAP DEPRESSIONS, PROVIDE AUTOMATIC FAUCET (0.5 GPM AERATOR) WITH GOOSENECK SPOUT, TEMPERATURE REGULATING VALVE AND METAL EAF-900 FAUCET. GRID STRAINER. PROVIDE ANGLE VALVE AND SUPPLIES WITH LOOSE KEY STOPS, 1 1/4"x1-1/2" P-TRAP. INSULATE THE EXPOSED DRAINS AND WATER SUPPLIES WITH A MOLDED CLOSED CELL VINYL INSULATION (TRUEBRO INC.). MOUNT 34" ABOVE THE FINISH FLOOR. MS MOP SERVICE SINK: AMERICAN 3" 3" 2" 3/4" 3/4" SINK SHALL BE A ENAMELED CAST IRON SERVICE SINK WITH WALL HANDER AND RIM STANDARD GUARD, SERVICE FAUCET WITH VACUUM BREAKER AND 3/4" HOSE THREAD. AKRON. HB HOSE BIBB WOODFORD #24 -- -- -- -- 1 /2" HOSE BIBB SHALL BE EQUAL TO WOODFORD MODEL #24. FLU-T FLOOR DRAINS - TOILET ROOMS. ZURN-Z503 3" 3" -- -- 1 /4" FLOOR DRAIN SHALL BE EQUAL TO ZURN MODEL #ZN-415 TYPE B STRAINER, WITH TRAP PRIMER FLD-K FLOOR DRAINS - KITCHEN ZURN-Z503 3" 3)' -- -- -- FLOOR DRAINS SHALL BE EQUAL ZURN MODEL WITH DEEP SEAL. FS FLOOR SINKS ZURN-Z1752 3" 3" -- -- -- 1211X12' SANITARY FLOOR SINK WITH A 10" SUMP AND GRATING FOUR 4 COMPARTMENT SINKS - TO BE DETERMINED BY THE OWNER. -- INDIRECT 2" -- 3/4" 3/4" HAND SINKS - TO BE DETERMINED BY THE OWNER. PLUMBING ISOMETRICS, SPECIFICATIONS AND SCHEDULES SCA« N/A y�' G� 24'-1' AFF. PA PET HT SECTION A —A 29'-5' AFF. -50 APROX PARAPET HT. 1ATCH EXISTING PARAPET) 28'-S' A.F.F. TRUSS F3TM. CORD/BEARING F3TM. OF 5TL. F3EAM 20'--13/4' AFF_ DECK HT.no n 20'-43/4A.F.F. TOP OF STEEL BEAM 16'-3' AFF. 2nd FINISHED FLOOR 0'-0' FINISHED FLOOR 36'-(v' AFF. 5UILDING HT 32' - 3' A.F.F. MEAN ROOF HT cJ"CALE: 1/411 = 11-011 U w T U a ¢ V) V) O 0_ U Q J ¢ w 0 L O F- z w V) z O U Q Z Q z O V) w EL Z w 0 w V) V) w 0. X w w T F- U Z_ Z H m O i 1 -e W ® N 0 N ® U m 0 W CCLU 0 U W N d W mmom_ tr F- o O cjcz ❑Q0cr _jO' Q� � CCLU 4 UN0o N -ONE rcr W 0 W O 4k ® =l I- V) It LL F- D O l O v N� ¢ rw' 0- z ¢ O F- E) w z O V) V) ¢ W DO O F- L T I- w Q tY O Z TY >w W O !n I- ¢ T tY w z z Ly- O 2 TY U LL z Q z o VERSION - 2 w O U O Q z U z ¢ca LL T U 0 w U 0 0 ULr CL 0 `u 1 0 w a ° CO FIr LL I- oz ® F_ Z 0 w �— �QQOZ S Q U li ■1 ■1 . � o ¢ W z g !1 w VT w H— Vi Z IHIS ITEM HAS BEEN ELECIRONICALY g SIGNED AND SEALED BY GERALD R. GROSS, 0_ AIA, FARA, ON THE DATE AND/OR 14ME STAMP SHOWN USING A DIGRAL SIGNAIRE. w W PRINTED COPIES OF THIS DOCUMENT ARE T NOT CONSIDERED SIGNED AND SEALED AND SIGNATURE MUST BE VERIFIED ON ANY EEET2ONIC COPIES. z V) D1Gl'1'AL SIGNATURE F- T 0 w a. O (1 w T I- O 0 z Q I- T U !r o GERALD R. GROSS U A1A, FARA Ln 205T North Ibis Drive T Briny Breezes, Rm& 33453 VF 386-574-9088 w FL REQ ARCHITECT ly-w NO. AR0005%8 w PROJECT NO.: r v) gg- BARWTC.151.0 w DATE: � 24 NOV 2010 w DRAWN BY: >_ TMl_ w It w T SHEET NO.: Lr w z U w S-1.0 SUBTERRANEAN TERMITE PROTECTION CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE BUILDING SHALL NOT BE LE55 THAN 6 INCHES, (FBC 1403.1b) EXCEPT: I. PAINT OR DECORATIVE CEMENTITIOU5 FIN15H LESS THAN 5ia' THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION SIDEWALL. 2. ACCE55 OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMP5 ONLY. 3. A FOUR INCH INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS. 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATION ON MASONRY CONSTRUCTION ONLY. 5. MASONRY VENEERS CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE 5TRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK5. GUTTERS WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN SIX INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A ROOF ABOVE ANOTHER ROOF. IRRIGATION/SPRINKLER AND RISERS FOR SPRAY HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT OF THE BUILDING 51PEWALL. (FBC 1503.4A) AN APPROVED PHYSICAL BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF MASONRY EXTENDS BELOW GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO THE CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER (FBC 2116,2) BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING LEDGE OF SUCH THICKNESS AS REQUIRED BY CHAPTER 14, WHICH IS POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE 15 AN APPROVED PHYSICAL BARRIER (FBC 211062) CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE LE55 THAN 6 INCHES EXCEPT WHERE SIDING, SHEATHING, AND WALL FRAMING ARE OF APPROVED PRESERVATIVE TREATED WOOD OR APPROVED NATURALLY DURABLE WOOD. (FBC 22042b) PECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN BUILDING COMPONENTS THAT DIRECTLY ABUT THE 51DEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL BE CONSTRUCTED SO AS TO PROVIDE: 1. IS INCHES CLEARANCE BENEATH, OR 2. 6 INCHES CLEARANCE BETWEEN THE TOP OF THE COMPONENT ANO TI IE EXTERIOR WALL COVERING OR, 3. HAVE COMPONENTS THAT ARE EASILY REMOVABLE BY SCREWS OR HINGES TO ALLOW ACCESS FOR INSPECTION OF THE FOUNDATION SIDEWALL AND TREATMENT FOR TEFMITES. (FBC 23042.1) SUBTERRANEAN TERMITE I PROTECTION ELEVATOR VEi;;PTIC,4L f;;F,1E1Nf=0RCfHNENT EXISTING BRICK 11.• WALL EXISTING CONC. SLAB 11. A y• REMOVE INTERIOR EDGE OF BRICK FOOTING AS NEEDI EXISTING BRICK BELL FOOTING EXISTING BRICK WALL EXISTING CONC. SLAB REMOVE INTERIOR EDGE OF EXISTING FOOTING EXISTING BRICK FOOTING EXISTING CONC. FOOTING Sxaxl6 C.M.U. WALL CONC. FILLED DURO-WALL HORZ. REINF. m ALTERNATE. CRS. JOINT (1) 5 VERT. e 24' O.C. 5 BAR W/ 25' LAP 4 10' HOOK IN FTG. n;. N: .•�,.��• •..ate ,:.yam.'. .•t'..•�• �a_i �:. •,T .... .�.• U V• _ REINFORCEMENT LEGEND CONC. FILLED C.M.U. WI(I) "5 VERT. 4 10' HOOK m FTG AND LINTEL- 25' MIN. LAP @ ALL SPLICES CONC. FILLED C.M.U. WIN) "'5 L J VERT. 4 LID' HOOK m FOOTING AND TOP 4 BTM. LINTEL OF M.O. VERTICAL REINFORCEMENT TO TERMINATE AND RESUME WITH 10' HOOK AT EACH MA50NART OPENING FOR DOOR 25' MIN. LAP m ALL SPLICES. 0'-0' FINISHED FLOOR -5'-ID' B.F.F. BTM. OF FOOTING CONC. PAD (SEE FOUNDATION �6-MIL. VAPOR BARRIER ON CLEAN, WELL PLAN FOR SIZE AND COMPACTED TERMITE TREATED FILL REINFORCEMENT) 05 REBAR m 12' O.C. EA. WAY m TOP AND BTM. OF FOOTING (3' MIN. CONC. COVER) ELEVATOR FAD FOOTING; (TYP.)_ HSS 6 X 6 X 1i4' STEEL COLUM (TYP.) 4' CONC. SLAB W/ 6x6 010 WELDED WIRE MESH OR FIBERMESH REINF. DRILL El/al X 61(D) HORZ. INTO EXIST CONC. FTG. 12' 04 REBAR TO BE EMBED. 6' INTO 5/5' HOLE FILLED W/ 2-PART NON -SHRINK EPDXY (TYP. 48' O.C.) EXIST CONCRETE SLAB _ 0.-0. Al1 FIN. FLR (4) 3iVX 12' A3ID7 ANCHOR BOLTS 12' X 12' X 3/4' STEEL PLATE I j-111/2' 4N-SHRINK GROUT . -_j CONC. PAD (SEE COLUMN SCHEDULE FOR SIZE AND REINFCJRCEMENT) BTM. OF FOOTING 36, TO MATCH BTM. OF EXISTING BRICK BELL FOOTING 6-MIL. VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL 5 REBAR m 12' O.C. EA. WAY A TOP AND BTM. OF FOOTING (3' MIN. CONC. COVER) COLUMN F,4D FOOTING; (T''F.) FOUNDATION DETAILS REINFORCED CONCRETE RC -I. ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH ACI 318-98, 'BUILDING REQUIREMENTS FOR REINFORCED CONCRETE.' RC-2. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, AS WELL AS OTHER PROPERTIES SPECIFIED IN THESE DOCUMENTS. (SEE SPECIFICATIONS FOR ADDITIONAL DE51GN MIX REQUIREMENTS.) FOOTINGS: 3,000 PSI 5LA55 ON GRADE: 3,000 PSI, 3'i2' THK. MIN. (4' NOM.) 4' CONC. (EXISTING) RC-3. CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL 4' CONC. SLAB W/ 6x6 STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 140 LB_ PER 01ID WELDED WIRE MESH CUBIC FOOT. OR FIBERIIESH REINF. RC-4. CHAMFER ALL EXPOSED CONCRETE EDGES, INCLUDING THOSE TO 7 RECEIVE 5TUGC0 FINISH (3i4') UNLESS NOTED OTHERWISE. ID' -ID' - — — FIN. FL� RC-5. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 315-95 AND ACI DETAILING - MANUAL, ACI 315. NEW PLUMBING 6-MIL. VAPOR -t^ INSTALLATION BARRIER ON CLEAN, RC-6. REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF OR ADDITION WELL COMPACTED RUST, SCALE AND OIL, CONFORMING TO ASTM A-615, GRADE 60 WITH TERMITE TREATED FILL A MINIMUM YIELD STRENGTH = 60,000 PSI, UNLESS OTHERWISE SHOWN. CUT 5L,45 iz P,4I F,) RC-1.WITH ACI CLASS 'B' SPLICES, OR AS NOTED OTHERWISE. LAB S 5CAi--1=: 1/21I = 11-0 11 RC-S, WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A-105. PROVIDE MINIMUM 6' LAPS, TYPICAL. PROVIDE ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE SPECIFIED POSITION OF THE MESH DURING CONCRETE PLACEMENT AND FINISHING. RC-9. TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARD ACI HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE. CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED ENDS, PER THE DETAILS IN THESE DOCUMENTS. RC -LID. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING UNLE55 NOTED OTHERWISE: FOOTINGS, BOTTOM AND ENDS: 3' FOOTINGS, TOP: 2' SLAB ON GRADE, BOTTOM: 3' SLAB ON GRADE, TOP: 1' RC-11. PROVIDE CORE TESTING EVERY 50 CUBIC YARDS DURING SLAB POUR RC-12. PROVIDE CONCRETE SLAB SAW CUTS PER ACI 224.3R AS FOLLOWS: MAX. JOINT WIDTH = 24 TO 36 TIMES 5LAB THICKNESS (15' MAX.) MAX. JOINT LENGTH = 1.5 TIMES THE WIDTH CUT DEPTH = 1/4 OF THE SLAB THICKNESS (]'MIN.) NOTE: 8AW-CUT JOINTS SHOULD BE RUN WITHIN 4 TO 12 HRS. AFTER THE CONCRETE POUR HAS BEEN FINISHED. FOUNDATION GENERAL NOTES COLUMN DESIGN FOOTING SPECS. PLATE SPECS. COLUMN SPECS. PLATE BOLT SPECIFICATIONS COLUMN I.D. FOOTING TYPE L W D REINF. ® TOP REINF. ® BTM. SIZE QTY. SIZE TYPE SIZE COLUMN I.D. REBAR SPACING REBAR SPACING C-Al PAD 3'-0' 6'-0' 1-0' 5 12` O.C. EA WY 5 12' O.C. EA WY 3 12 X 12 X �4' PLATE OVER 0i2' NON SHRINK GROUT 4 3 �4' X 12' A301 A.B. HSS I , 6 X 6 X �{ C-Al C-A2 PAD 3'-0' 5'-0' 1-0' C'A C-A3 PAD 4'-0' 4'-0' 1-0' C-A3 C-BI PAD 4'-0' 6'-0' 1-0' C-Bl C-m PAD 4'-0' 6'-O' 1-0' 0-B2 C-B3 PAD 4'-0' 4'-0' 1-0' C-M C-a PAD 3'-0' 6'-0' 1-0' CAI C C2 PAD 3'-0' 6'-0' 1-0' 0-C2 EV-C8 PAD 10'-0' II'-0' 1-0' 5 12' O.C. EA WY 05 12' O.C. EA WY EVE COLUMN PAD PLAN 5CAL.E: 1/4" = P-OIL I- U w f- T U Q In In O c� 0 J Q m W O w O I- Z w Ln Z O U 0 z Q Z O V) V) 2 X w IL Z w Z_ S 0 w V) In W IY IL X w w _ H 0 Z_ Z Q m O I - In m li. O � Z _O m Q W IL (Y } z Q 0 0 w Z 0 V) In w m O w s I- W IY Q O Z ft w O In Q Ir w Z Z O 2 m O w z z o rVERSION - 2 w a O U O 0 w w 0 Z Q _ LL 0 w U D 0 O 0 CL o LL w �C o Tr w _j Z in0 O' L ® ®� w Q Q It Q Q Z ® Q z Q B7 0 0 ZQ �. Z OZ IL w V) \ / Tn Z THIS ITEM HAS BEEN ELECTRONICALLY 5 SIGNED AND SEALED BY GERALD R. GROSS, LL AIA, FARA, ON THE DATE AND/UR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. W Tn WNTED COPIES OF PIS DOCUMENT ARE w NOT CONSIDERED SIGNED AND SEALED = AND SIGNATURE MUST BE VERIFIED ON ANY H ELEIRONIC COPIES, Z H DIGI'I'ALSIGNA'I'UItE 1 0 m w !L O IY LT_ w w T H O 0 Z Q I- :L Q a GERALD R. GROSS U ALA, FARA. In 205T North Ibis Drive z Briny Breezes, Florida 33453 In 386-574-9088 FL REG. ARCHITECT w NO. AR00059% V) PROJECT NO.: gg.E3AR2TC.252.0 m DATE: 24 NOV 2015 LL X DRAWN BY: m T" 1L. w tr z SHEET NO.: IY w Z U WIS - 200"h. 0 0 2X P.T. WD. SLEEPER a 24' O.G. ONLINE WITH DECK JOIST EXISTING MASONARY WALL TO BE REMOVED MTL. FLASHING OVER 2x12 P.T. WD. CAP - 2X6 P.T. OR --------- --- SYNTHETIC DECKING DECK HT. WD. LEDGER: 2XI2 P.T 3/4' THREADED ROD W/NUT 4 3' WASHER EA. END 7//--/ wo 7//--/ \\L EXISTING BRICK 2X12 P.T. FLOOR JOIST WALL 51MP50N LUS210 W/(S) 10dX1'/2' m HEADER 4 (4) 10dX1'/2' m JOIST BEAM W/JOIST SCALE: 1' = 1'-0' 3RICK WALL DECKING 20' _-13/4 DECK HT. WD. LEDGER: 2X12 P.T /4' THREADED ROD I/NUT 4 3' WASHER EA. ND .00R JOIST U5210 W/(S) HEADER 4 (4) hula^! `"2 - « J016T BEAM W/JOIST SCALE: 1' = 1'-0' 2X6 P.T. OR SYNTHETIC DECKING WD. LEDGER: 2XI2 P.T. W/(2) ROWS OF '/4'X31/2' TAPCON5 a S' O.C. INTO C.M.U. 2XI2 P.T. FLOOR JOIST 51MP50N LU5210 W/(S) lodXII/2' m HEADER 4 (4) 10dX1'/2' m J015T BEAM W/JOIST SCALE: 1' = 1'-0' (4) SIMPSON 5D5 1/4'X6' SCREWS (TYP. m EA. END OF 2XS BLOCKING) EXISTING 2X CEILING JOIST AND/OR ROOF RAFTERS 2X8 P.T. BLOCKING EA. SIDE OF COLUMN NOTE: IF EXISTING FRAMING MEMBER 15 INTERRUPTED BY COLUMN, CUT FRAMING MEMBER 4 ATTACHE TO BLOCKING W/SIMPSON HU2& HANGER (4) +'12 TEK SCREWS a 4' O.C. nvv 11.v1,'.{1/4' STEEL COLUMN PLAN VIEW OF STEEL COLUMN PENETRATION THRU CEILING RAFTERS OR ROOF JOIST SCALE: 1' = 1'-0' 3' CONC. SLAB W/6X6 WIAXWIA W.W.F. OVER 16ga (9/I(o') MTL. DECK 3X3X3/16' STL. ANGLE CONT. 2X6 P.T. OR SYNTHETIC DECKING 2o'-13/4' - -- ---7.�r ._ DECK HT. - v I -- ---------- ------ 4X2X3/16 MTL. JOIST Q (AS PER PLAN) 3X3XI/4' 5TL. ANL7 GLE 2XI2 P.T. FLOOR JOIST LEDGER CONT. �' 16' O.G. (MAX) Ill 3/16 2` H55 12 X 4 X 3/g' 3/16 2' STEEL BEAM ELEVATOR LOBBY FLOOR JOIST PERP. TO STL. BEAM SCALE: I' = I'-0' 3' GONG. SLAB W/6X6 WIAXWIA W.W.F. OVER 16ga (9/1(o') MTL. DECK 3n6 2' 3X3X3/16' 5TL. 3/16 ANGLE CONT. 2- P.T. OR v2X6 SYNTHETIC DECKING 2�I - 20'- j3/qr .:� �_ _", _.' •s . DECK HT. WD. LEDGER: 2XI2 P.T. p W/(2) ROWS OF 1/4'X3' TEK SCREWS S' O.C. INTO 5TL. BEAM U w 4X2X3/16 MTL. JOI (AS PER PLAN) 2XI2 P.T. FLOOR J015T c SIMPSON LU5210 W/(5) 3X3XI/4' 5TL. ANGLE 10dX1'/2' m HEADER 4 (4) LEDGER CONT. 10dX1'/2' �' JOIST H5512X4X3/s' STEEL BEAM ELEVATOR LOBBY FLOOR JOIST PERP. TO STL. BEAM M SCALE: 1' 1'-0' 3' CONC. SLAB W/6X6 CONC. FILLED SXSXI6 WIAXWIA W.W.F. OVER 16ga C.M.U. 1-1-BLOCK CONT. (9/16') MTL. DECK 2o'-S' CONC. FIN. FLR. a ELEVATIOR LOBBY TOP OF BOND BEAM CONC. FILLED SX5XI(o 0 ••. C.M.U. K.O. BOND BEAM 14X2X311(o WKI) 05 REBAR CONT. MTL. JOIST (AS PER PLAN) NOTE: 16'H BOND • 3X3XI/4' STL. ANGLE LEDGER CONT. W//2' BEAM TYPICAL A.B. EMBED 5' MIN. a 20'-8' AFF. ON FRONT 24' O.C. AND LEFT WALL OF ELEVATOR SHAFT ELEVATOR LOBBY FLOOR JOIST ® ELEVATOR M.O. SCALE: I' = 1'-0' 3' CONC. SLAB W/6X6 WIAXWIA W.W.F. OVER 16ga CONC. FILLED 8XSXI6 (9/16') MTL. DECK C.M.U. CONT. - CONG. FIN. FLF2 - °- ELEVATIOR LOBBY TOP OF BOND BEAM - CONC. FILLED SXSXI6 , •,. C.M.U. K.O. BOND BEAM 1 W/lU "5 REBAR CONT. 4X2X3/16 MTL. JOIST (AS PER PLAN) NOTE: 16'H BOND _ 3X3XI/4' STL. ANGLE BEAM TYPICAL AT LEDGER CONT. W//2' 20'-8' AFF. ON FRONT A B. EMBED 5' MIN. tv AND LEFT WALL OF 24' O.C. ELEVATOR SHAFT ELEVATOR LOBBY FLOOR JOIST PERP TO ELEV. C.M.U. SHAFT SCALE: I' = 1'-0' WD. LEDGER: 2X8 P.T. W/(2) ROWS OF 1/4'X3' TEK SCREWS a 12' O.C. INTO 5TL. CHANNEL 3' GONG. SLAB W/6X6 WIAXWIA W.WF. OVER 16ga (9/16') MTL. DECK 20 L 3X3XI/4' 5TL. ANGLE 23/16 LEDGER CONT. 3n6 z' HEADER: CSXII.� 5%. CHANNEL CONT. AID "/A r (SEE -a) ELEVATOR LOBBY FLOOR JOIST ® STAIR HEADER Q SCALE: I' = 1'-0' 3' GONG. SLAB W/6X6 WIAXWI.4 W.W.F. OVER 16ga (9/16') MTL. DECK 20 V MTL. J015T PLAN) CSXI15 STL. CONT. 4X2X3/16 (A5 PER HEADER: CHANNEL 5/5 / ' THREADED ROD EMBED Is MIN. INTO VV DIA. HOLE DRILLED AND CLEANED AND FILLED WITH 51MP50N ATXP EPDXY CEMENT ELEVATOR LOBBY FLOOR JOIST �> ® EXISTING BRICK WALL I\ SCALE: 1' = 1'-0' 20'-l3/4r DECK HT. ra 20'-l3/4qu DECK HT. 20'--13/4 DECK HT. 2X6 P.T. OR SYNTHETIC DECKING 2X4 P.T. TOP-PLT. W/1/4'X2 1/2' TEK SCREW a 12' O.C. WD. LEDGER: 2X12 P.T. W/(2) ROWS OF 1/4'X3' TEK SCREWS a 0' O.C. INTO STL. BEAM 2XI2 P.T. FLOOR JOIST SIMP50N LUS210 WKa) 13dX1'/2' f' HEADER 4 (4) 10dX1'/2' m JOIST STEEL BEAM BEAM W/JOIST EA. SIDE SCALE: 1' = 1'-0' 2X4 P.T. TOP-PLT. W/'/4'X2 TEK SCREW a 12' O.C. 2X6 P.T. OR SYNTHETIC DECKING 2X12 P.T. FLOOR J015T a L1 24' O.C. (MAX) HS512X4X3/g' STEEL BEAM PERIMITER BEAM TO PARALLEL SCALE: 1' = 1'-0' 20' --13/4 DECK HT. 2X4 P.T. TOP-PLT. W/l/4'X2 1/2' TEK SCREW a 12' O.G. 2X6 P.T. OR SYNTHETIC DECKING WD. LEDGER: 2X12 P.T. W/(2) ROWS OF 1/4 *X3' TEK SCREWS a 0' O.C. INTO 5TL. BEAM 2X12 P.T. FLOOR JOIST 51MP50N LUS210 W/(S) 10dX11/2' m HEADER 4 (4) 10dX1'/2' IT JOIST STEEL BEAM BEAM W/JOIST SCALE: 1' = 1'-0' H55 12 X4X3/a' STEEL BEAM INTERMEDIATE � W/J 01 ST EA. 2X6 P.T. OR SYNTHETIC DECKING 2X4 P.T. TOP-PLT. W/1/4'X2 TEK SCREW a 12' O.C. WD. LEDGER: 2X12 P.T- W/(2) ROWS OF 1/4'X3' TEK SCREWS a 5' O.C. INTO 5TL. BEAM 2XI2 P.T. 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ENGINEERING TO BE REVIEWED AND APPROVED BY OWNER, ARCHITECT AND BUILDING DEPARTMENT PRIOR TO ERRECTION. u C r�. DECK FRAMING NOTES O H55 12 X 4 X 3/g' STEEL BEAM O 5TL. ANGLE 3X3X'/4 CONT. LEDGER W/ 1/2' BLOT EMBED 6' MIN. a 24' O.C. O H55 12 X 4 X 1/4' STEEL BEAM O 5TL. ANGLE 3X3XI/4 CONT. LEDGER BELOW 4 3X3X3/16' CONT. STL. ABV. LEDGER: 2XI2 P.T. W/(2) ROWS STL. JOIST OWD. OF 1/4'X3' TEK SCREWS a S' O.C. STL. ANGLE 3X3X1/4 CONT. LEDGER W/ INTO STL. BEAM 1� O 1/2' A301 THREADED ROD ENBED S' INTO 3/4' DRILLED/GLEANED HOLE OFLOOR JOIST: 2X12 P.T. a 16' O.C. W/SIMPSON LU5210 EA. END FILLED W/51MP50N ATXP EPDXY STL. CSX11.4 CHANNEL HEADER W/5TL. FLOOR J015T: 2X12 P.T. a 24' O.G. 11 3X3X3/16' CONT. LEDGER OANGLE � W/SIMPSON LU3210 EA. END STEEL JOIST: 2X4X3/16 (O.C. PER OH55 6 X 6 X 1/4' STEEL COLUMN 12 PLAN) DECK BEAMS and FRAMING SCALE: 1/4° = 11-011 <I OI m 0 Q m w 0 0 F- z w !n z O U 0 z Z caW O 0 •- Z N ® O N 12 w Lu CcLu LL! N ❑ w U W N d' CM 0 ¢ Q 0 UNooN V)®Cu.A V) [C�Zo,- MEN mr� o w 0MEN! 0 U_ -' w T F- c� z z N m O F- m LL F- O V) r O ¢ W o or_, z ¢ W U � It o z V) (n ¢ w m 0 E- w T 1- w m a 0 Z 0 w 0 Q w z z ¢ L m O 1>' O >- z ¢ z VERSION — 2 w lXO 0 w U z w ¢ T U U. o w 0 D o U 0 m w w 0-1 , m 0- ®� o O o LL w Zz Q V) z Q B Q 0 Cn m o 0 Q V) z ng W W F- 1n z g w In w T 1-- z In F- U w m 0 w T t- O z ¢ T- V) w m w In w m PROJECT NO.: ��.BARUJTC.153.0 V) w DATE: 24 NOV 2018 w w DRAWN BY: TML m w m z SHEET NO.: m W z U 3EO w 33'-4' AFF. _ TOP OF CM.U. EXISTING INSULATED ROOF SYSTEM OVER WD. DECK EXISTING ROOF TRUSS SYSTEM 05 REBAR W/25' LAP 6 EA. PERT. REINF. AND 10' HOOK A ROOF SLAB C6' CONC, ROOF W/05 REBAR m 12' O.G. EA. WAY W/1''/2' GAP FROM BTM. ------ ---- CONC. FILLED K.O. CMU 5OND Fk BEAM W/ (1) 05 BAR CONT. __---- - - - - -- TRU55 T-4 (SEE S-4) - - --------------------------- - u. BEYOND -- - ----- ------- - - - - -- - •"'--------CONC.FILLEID'U' CMU EXISTING BRICK 16'-3' AFF. 2nd FINISHED FLOOR (EXISTING) ACCOUSTICAL CEILING TILES I r-------- - - - - -- u BOND LINTEL W/ (1) "5 I BAR CONT. u. I---r--—— — — — — ——— — — — — —— po— qu -- ———————————————————— u I I ii 28' -0' L_J u PRECAST . u• n.. Wj II _ :u CONC. FILLED PRECAST �1 II) +'S AR CONT. B Q 20'-S' AFF. FINISHED CONC. FLOOR ELEVATOR LOBBY m DECK 16'-4112' AFF. 2nd FINISHED FLOOR (NEW) /-& 10'-0' A.F.F. 1— CEILING HT. (EXISTING) ACCOUSTIGAL CEILING TILES " u 24'-0' n PRECAST HDR CONC. FILLED 'U' CMU — CONC. FILLED 'U' CMU BOND LINTEL W/ (1) "5 BAR CONT. BOND LINTE CONC. FILLED 'U' CMU LINTEL W/ (1) 05 BAR CONT. CONC. FILLED BLK. CELL W/ (1) "5 ROD VERT. CONT. FROM FTG. TO TIE BEAM W/ 25' LAP (SEE FOUNDATION PLAN FOR LOCATIONS) CONC. FILLED PRECAST LINTEL W/ (1) "5 BAR CONT. 15/32' C-D PLYWD. OVER 2X WD. NAILER (SLOPED ARE REQUIRED (MIN 25/12 PITCH) PRE-ENGINEERED WD TRUSS (TRUSS T-3/A-4) to 24'O.C. 22 MTL. FLASHING —� (4) 16d TOE NAILES A 2X4 NAILER TO TRUSS 2X4 BLOCKING BETWEEN TRUSSES 112 , DRYWALL- 2X4 P.T. TRUSS NAILER W/li4'X41i2' TAPCONS m 8' O.C. LU24 HANGER Q� 2X6 P.T. TRUSS NAILER W/5/a' F- FRICTION FIT 15OLT W/2' WASHER EMBED. 3'i2: MIN. m 24' O.G. to Q � w p Z z a PRE -CAST HDR CONC. FILLED 'U' CMU BOND LINTEL W/ (1) "6 • it BAR CONT. 2-HOUR FIRE WALL: SX5XI6 CONCRETE BLOCK CLASSIFICATION T `✓ D-2 (2 HR.) LAID IN FULL BED 3/5' NOM. s VERTICAL JOINTS STAGGERED. t z :L UL DES U9o5 '•IL L O n. CONC. FILLED BLK. CELL W/ p r' 73 (1) 05 ROD VERT. CONT. FROM r Q FTG. TO TIE BEAM W/ 25' LAP ut z a 13TM. 4 10' HOOK m LINTEL � z Ir t- • II• t � IF , P 00��-_01 ru 01-0FIN. t FINISHED FLOOR . ' LR '' ' CONC. FILLED 'U' CMU ;�I. `°•. - BOND LINTEL W/ (1) "5 , Ip BAR CONT. 4 ' , IT ' - s t _ J' -4'-0' BFF. BTM. OF ELEV. PIT _ - ' , 'tc!=cc_-R�.�,rDz=_��_�1_ '�.:�_=•'�____� 'r..d_____L0-i� _Sac,r�_ •'o=�- 1 BTM. OF FOOTING b � S-2-..,,..-----_-----•------------------------------------..«..', 22 — STUCCO SYSTEM NOTE 3-LAYER STUCCO FINISH ON GALV. MTL. PAPER-BK LATHE ATTACHED TO SHEATHING e 6' O.G. EA. WAY TYVEK OR EQUIVALENT MOISTER BARRIER OVER SHEATHING 15/32' C-D PLYWOOD OR 1/16' O.S.B. SHEATHING W/ ALL EDGES BLOCKED AND ad COMMON NAILS 9 4' O.G. AT EDGES 4 6' O.C. e THE SHEATHING INTERIOR MTL. CAP OVER 2X6 2X4 KNEE WALL (MATCHE EXISTING K-WALL HT.) 22 2X4 P.T. TOP-PLT. W/I/4'X211/2' TEK SCREW Q 12' O.C. H55 12 X 4 X 3/a' STEEL BEAM 2X4 P.T. NAILER W/li4'X2'i2' TEK SCREW e 12' O.C. _ 2Xa P.T. SOFFIT PLATE W/ STUCCO VENEER HSS 6X(oX114' STEEL COLUMN 22 23/4' LINEAR SOFFIT VENT — — — — — — — — — — i I I I I I I I I I I I I I I I I I I I 1 I 0 w I- T- V) V) O 0 Q J ¢ w U L. O Z w V) z O U O z z O V) V) L w a Z w r TY y C] w (n V) w a X w w 0 z z La O I- V) a a O z 0 APROX PARAPET HT. (n (MATCH EXISTING PARAPET) 29'-91i2' AFF. A-,\ TRUSS BEARING 2a'-a' AFF. TRUSS BTM. CORD/BEARING BTM. OF STL. BEAM a � ¢ W a � z ¢ O 0 w z 0 V) V) ¢ w in O Ir- w rr rr O z w 24'-1' AFF. ®1 0 TOP OF EXISTING PARAPET FV- a w z z rr 0 20'-13/4' AFF. DECK HT. a 20'-43i4' AFF. z TOP OF STEEL BEAM ¢ o VERSION - 2 w IL 0 U TY O Q w O Z ¢ w z U o LL w U � 0 � I ` ' ` V O TX a w It (Vl /1 VJ o w < Q w ID - I" `e fLL z ® W CC O -A 0 0 Z ® Q oc Q 4L EXISTING BRICK WALL ¢ Z 0 z ® Q Q� r ¢ a w o o z ¢ V) w ®• :3: IL Iwl\ Vi Z IIIIS ITEM W S BEEN ELECTRONICALLY JQ SIGNED AND SEALED BY GERA D R. GROSS, a MA, FARA, ON 11IE DATE AND/OR TIME STAMP SI IOWN USING A DIGITAL SIGNAIURE. w V) PRINTED COPIES OF 1115 DOCUMENT ME Lj NOT CONSIDERED SIGNED AND SEALED FT.. AND SIGNATURE MUST BE VERIFIED ON ANY FA z OL F- FINI3HED FLOOR a r IL O U ILn s IV) w w V) a PROJECT NO.: gg_BARI.WTC.155.O V) Ld DATE: 24 NOV 2018 a w DRAWN BY: m TML w IY z SHEET NO.: SECTION 13-13 EY w z -5.0 2 S SCALF—: 1/4" = II_011 GUARDS GUARD/HANDRAIL NOTES HANDRAILS I. GUARDS SHALL FORM A PROTECTIVE BARRIER NOT LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE LEADING TREAD, ADJACENT WALKING SURFACE OR ADJACENT SEATBOARD. (FBC 6th ED. 10153) 2. OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 36 INCHE5 TO 42 INCHES ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 4-3/5 INCHES IN DIAMETER SHALL NOT PASS. (FBC 6th ED. 1015A) 3. GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 LBS. PLF IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE `1. (FBC 6th ED. 16010,1) 4. GUARDS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 1. (FBC 6th ED. 1601.S.I.I) 5. GUARDS SHALL 13E IN ACCORDANCE WITH NFPA 101, LIFE SAFETY CODE, SECTIONS 122.4.4.5 THRU 122.4.4,5, AND THE FLOOR LEVEL SHALL BE IN ACCORDANCE WITH SECTION 42.13.5. 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE AND SHALL COMPLY WITH SECTION 1014. WHERE GLASS IS USED TO PROVIDE HANDRAIL, THE HANDRAIL SHALL ALSO COMPLY WITH SECTION 2401. (FBC 6th ED. 1014.1) 2. HANDRAILS HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34 INCHES AND NOT MORE THAN 30 INCHES. (FBC (oth ED. 1014.2) 3. HANDRAILS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 LBS, PLF IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 1. (FBC 6th ED. 16010.1) 4. HANDRAILS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 1. (FBC 6th ED. 16010.1.1) D. HANDRAIL ASSEMBLIES SHALL DE IN ACCORDANCE WITH NFPA 101, LIFE SAFETY CODE, SECTIONS 122.4.4.5 THRU 122.4.40, AND THE FLOOR LEVEL SHALL BE IN ACCORDANCE WITH SECTION 42.1.3.5. IDENTIFY ALL FIRE/SMOKE BARRIER WITH SIGN OR STENCILING ABOVE ANY DECORATIVE CEILING STATING, 'FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS'. SIGN/LETTERING TO BE 3' HIGH (MIN.), 3/8' STROKE, 15' OF EA. END 4 30' O.C. MAX. (NFPA 101-0.2.2.5 2015 ED. 4 FBC-103.-1 oth ED.) STAIR SPECS. 4'-2' TOTAL RISE S RISERS 6-5/16' RISER 11' TREAD CERTAINTEED MODIFIED BITUMEN SELF- APNEARINCG ROOF FLINTLASTIC- GA CAP 22 — STUCCO SYSTEM NOTE 3-LAYER STUCCO FINISH ON GALV. MTL. PAPER-BK LATHE ATTACHED TO SHEATHING 9 6' O.C. EA. WAY TYVEK OR EQUIVALENT MOISTER BARRIER OVER SHEATHING 15/32' C-D PLYWOOD OR 1/1(o' O.S.B. SHEATHING W1 ALL EDGES BLOCKED AND ad COMMON NAILS tv 4' O.C. AT EDGES 4 6' O.C. m THE SHEATHING INTERIOR SECTION C-C 29'-5' AFF. APROX PARAPET HT. (MATCH EXISTING PARAPET) 25' -0' A.F.F. TRUSS BTM. V CORD/BEARING BTM. OF STL. BEAM 20'-13/4' AF-F. DECK HT. 20'--43/4' AFF. TOP OF STEEL BEAM 10 -3. A.F.F. �1 2nd FINISHED FLOOR ING BRICK WALL )OOR AS PER PLAN 0'-0. ®1 FINISHED FLOOR 5CAL E: 1/4" L 11-011 U sI U Q V, 1� �. ul 0 U t-+a C) a J Q w 0 LL 0 F- z w Ln z 0 U a z Q z ca LLI O CL O cmv E lam'® m a m W QF-� CcLu T d w 0LL m N ® -t mv~jC a j cam w�� Em ¢2iOco (1) UNOp w ®® m T �] O IL x w O 4� w U law J w 2 t- U) 0 z_ z H m O F- LL 0 H V) s z 0 V) Q W w � r z Q O H- a w z O In In Q w m 0 w I- w lr ly- 0 z Ir >w W 0 v) Q r 'l D_ w Z Z CQ cr- L C0 G O lL r z Q z a VERSION - 2 w 0 I,U 0 a w W U Z Q LL T- U a w U U a O IL O W 00 0 ° p pC u- z v ®� 0 z w � ® � Q co z z Z Q� cf) Q (Y a a z Q !n z f1 w v) w 2 In Z THIS ITEM HAS BEEN ELECTRONICALLY g SIGNED AND SEALED BY GERALD R. GROSS, A.IA, FARA, ON 1HE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. w W PRINTED COPIES OF IHIS DOCUMENT ARE 2 NOT CONSIDERED SIGNED AND SEALED AND SGNANRE MUST BE VERIFIED ON ANY ELETRONIC COPIES. z FV- DIGITAL SIGNATUItE U w a O IX a w O a z Q T / C9 Lr\ GERALD R. GROSS o A.IA, FA.R.A. vT 205f North Ibis Drive T Briny Breezes, Ronda 334W In 386-574-9088 � FL REG. ARCHrrECT w NO. AR0005998 In w : 6 .0 In w x0 D- w TSHEET >-. m w = It w zS-60 w" a 22 - STUCCO SYSTEM NOTE 3-LAYER STUCCO FINISH ON GALV. MTL. PAPER-BK LATHE ATTACHED TO SHEATHING m 6' O.C. EA. WAY TYVEK OR EaUIVQLENT MOISTER BARRIER OVER SHEATHING 15/32' C-D PLYWOOD OR -1/16' 0.5.15, SHEATHING W/ ALL EDGES BLOCKED AND 8d COMMON NAILS m 4' O.C. AT EDGES 4 6' O.C.'w THE SHEATHING INTERIOR 3' OVER 3' STUCCO BAND 22 _ 2X4 P.T. TOP-P T. W/I/4'X21/2' TEK SCREW e 12' O.C. H5512X4X31a STEEL BEAM 2X4 P.T. NAILER W/1/4'X21/2' TEK SCREW e 12' O. 2X8 P.T. SOFFIT zLATf= W/ STUCCO VEN ER - 22 23/4' LINEAR SOFFIT VENT CEMETITIOU5 FI 416H 2X6 P.T. OR SYNTHETIC DE KING 2XI2 P.T. FLOG JOIST \ SU3 CERTAINTEED MODIFIED BITUMEN SELF- ADHEARING ROOF FLINTLASTIC SA CAP LAYER OVER SA POLY BASE LAYER OVER 15/32' C-D PLYWD. SHEATHING PRE-ENGINEERED WD TRUSS o 24' O.C. 22 MTL. FLASHING *5 REBAR W/25' LAP 1w EA. VERT. REINF. AND 10' HOOK ,w ROOF SLAB 6' CONC. ROOF W/05 REBAR 6 12' O.C. EA. WAY W/I'/2' GAP FROM BTM. 7 • arc` r r=� ;_ T`?'s.� ' —i'P r ' GONG. FILLED K.O. CMU BOND .;J 11 +l' BEAM W/ (1) 05 BAR CONT. 3' OVER 3' CEMETITIOU5 BAND CFMETITIOIU5 FIN. •_)r DURO-WALL HORZ. REINF. , m ALTERNATE. CRS. JOINT t: CONC. FILLED KO. CMU BOND BEAM W/ (1) *5 BAR CONT. — 14'-8' C.M.U. It BOND LINTEL It .nl •II• CERTAINTEED MODIFIED BITUMEN SELF- ADHEARING ROOF FLINTL45TIC SA CAP LAYER OVER SA POLY BASE LAYER OVER 15/32' C-D PLYWD. SHEATHING __7 PRE-ENGINEERED WD TRUSS e 24' O.G. ZI / 5/8' DRYWALL R-30 GATT INSUL. —SIMPSON META 12 a 24' O.C. CONC. FILLED K.O. CMU BOND BEAM W/ (1) 05 BAR CONT. — CONC. FILLED BLK. CELL W/ (1) *5 ROD VERT. CONT. FROM FTG. TO TIE BEAM W/ 25' LAP (SEE FOUNDATION PLAN FOR LOCATIONS) CONC, FILLED K.O. CMU BOND BEAM W/ (1) 05 BAR CONT. (1) *5 VERT. 9 48' O.C. W/EMBED 8' IN 3/4' DRILLED AND CLEANED HOLE AND FILLED WITH SIMPSON ATXP EPDXY CEMENT AND 25' LAP W/VERT. REINF. 42'H GUARDRAIL 42'H GUARDRAIL 36'H HANDRAIL - METAL STAIR AND LANDING II. C.M.U. n ,. . • - BOND - .'• .li.., LINTEL aI' 3/4' T4G GLUED EXISTING ROOF SYSTM TO ONC. FILLED K.O. CMU BOND AND NAILED REMAIN : BEAM W/ (1) *5 BAR CONT. tl• -Ai II' alb 2x8 RAFTER 24' O.C. DURO-WALL HORZ. REINF. ir.. tv ALTERNATE. CR5. JOINT : lip. DBL. 2X4 WD. PLATE n� 5/8' DRYWALL SIMPSON LU26 HANGER CONC. FILLED BLK. CELL W/ (1) *5 ROD VERT. CONT. FROM Jt�. W/(6) 10dXll/2' a HEADER al FTG. TO TIE BEAM W/ 25' LAP 4) 10dXll/2' g RAFTER - (SEE FOUNDATION PLAN FOR EXISTING BRICK :Ir•: -u• WD. LEDGER: 2X8 P.T. LOCATIONS) WALL W/(2) ROWS OF I/4'x3%2' II II' TAPCON5 m 24' O.G. .iip nl�: -: ill. 10 ONC. FILLED K.O. CMU BOND u!E. 24' O.C. BEAM W/ (1) *5 BAR CONT. 2X4 WD. STUDS 10iIu ..I 7 - 4' C.M.U. Il. BOND n °' ,I. BEAM ' 2—HOUR FIRF WALL. 8X&XI6 CONCRETE BLOCK CLASSIFICATION D-2 (2 HR) LAID IN FULL BED 3/a' NOM. : u N :• VERTICAL JOINTS STAGGERED. UL DES U905 a t: CONC. FILLED BLK. CELL W/ (1) *5 ROD VERT. CONT. FROM �! FTG. TO TIE BEAM W/ 25' LAP n 9 BTM. 4 10' HOOK m LINTEL w b 2X4 P.T. BTM. PLT. :In oNc. FILLED K.O. CMU BOND f: ] - BEAM W/ (1) *5 BAR CONT. . Ito - 01-01 i1'' •; .• 1 �t. t i .II FIN. FLR 'It EXISTING CONG. ] �14 NEW 3'-5' CONC. SLAB / Ih' at SLAB '; ] W/6X6 WI.4XWI.4 W.WF. W/12:1 / 1 n', MAX SLOPE ] _ DURO-WALL HORZ. REINF, EXISTING CONC. 5LAB AND REINF. ] i.. tv ALTERNATE. CRS. JOINT EXISTING MA50NARY FOOTING -4'70' BFF. BTM. OF ELEV. PIT ,.�. T . . s f'^ .T +4 - :` 'G :�+; ` _ �: - :ti • G' - T7.,■;% - 5 -O' BFF. 1 b BTM. OF FOOTING I E C 33'-4' AFF. TOP OF G.M.U. 29'-5' AFF. APROX PARAPET HT. (MATCH EXISTING PARAPET) -----MTL. DRIP EDGE 22 MTL. FLASHING 28'-5' AFF. TRUSS BTM. CORD/BEARING BTM. OF STL. BEAM MTL. FLASHING OVER 2X8 P.T. CONC. FILLED K.O. CMU BOND {Ir'-//Z BEAM W/ (1) *5 BAR CONT. u is lf_ / BXSXl6 C.M.U. (1) *5 VERT. m 45' O.C. WAO'HOOK 10 TOP 25' MIN. LAP m BTM. 20'-13/4' AFF. ` DECK HT. A-) 20'-43/4' AFF. TOP OF STEEL BEAM mroli -_ CONC. FILLED K.O. CMU BOND �( BEAM W/ (1) "5 BAR CONT. (1) *5 VERT. 10 48' O.G. W/EMBED 8' IN 3/4' DRILLED AND CLEANED HOLE AND FILLED WITH SIMPSON ATXP EPDXY CEMENT AND 25' LAP W/VERT. REINF, AFF. / 2nd FINISHED / FLOOR '—EXISTING 8X&XI6 CM.U. WALL (VERIFY HEIGHT) EXISTING BRICK WALL EXISTING WALL OF ADJACENT BUILDING 0'-0. Il FINISHED FLOOR EXISTING MA50NARY CHIMNEY TO REMAIN (DECORACTIVE AND NOT USES) EXISTING BRICK WALL TO BE REMOVED NEW DOOR AS PER PLAN 2X(o P.T. OR SYNTHETIC DECKING 2XI2 P.T. FLOOR J015T CEMETITIOU5 FINISH i WD. LEDGER: 2XI2 P.T. W/(2) ROWS 3-3 ` OF I/4'x31/2' TAPCON5 m 12' O.C. — 51MP50N LU5210 W/(8) 10dX1i2' HEADER •r (4) 10dX11/2' Q J015T - 2X8 RAFTERS m 24' O.C. -7 5/8' DRYWALL - R-22 BATT INSUL. SIMPSON LRU28Z HANG W/((0) 1001XIl/2' 1' HEADER 4 (5) I0dXII/2' tv RAFTE WD. LEDGER: 2X8 P.T. R W/(2) ROWS OF '/4'x3l/2' TAPCON5 e 24' O.G. WD. LEDGER: 2X8 P.T. /I/2' THREAD ROD EMBED ' IN DRILLED AND CLEANS HOLE FILLED WITH 51M 50P ATXP CEMENT METAL STAIR AND LANDING LANDING MI. . • ,.4. H. • . / - - - - : 1 �, 1. :•IJ. t:..r-.•_ // NEW 3'-5' CONC. SLAB W/(oX6 WI.4XWI.4 W.W.F. W/12:1 MAX SLOPE / EXISTING CONC. 5LAB AND REINF. EXISTING MA50NARY FOOTING 29'-5' AFF. APROX PARAPET HT. V (MATCH EXISTING PARAPET) 9' o1r'l=R !)' OTUCCO BAND STUCCO FINISH 28'-5' AFF. s TRUSS 5TM. CORD/BEARING BTM. OF 5TL. BEAM — MTL. FLASHING OVER 2X8 P.T. — CONC. FILLED K.O. CMU BOND BEAM W/ (1) *5 BAR CONT. — 8X8X16 C.M.U. —(1) *5 VERT. w 45' O.C. W/10'HOOK m TOP 25' MIN. LAP m BTM. 20'-13/4' AFF. DECK HT. 20'-43/4' A.F.F. TOP OF STEEL BEAM CONC. FILLED K.O. CMU BOND BEAM W/ (1) $5 BAR CONT. (1) 05 VERT. 9 48' O.C. W/EMBED 8' IN 3/4' DRILLED AND CLEANED ct% HOLE AND FILLED WITH 51MP50N ATXP EPDXY CEMENT AND 25' LAP W/VERT. REINF. 16'-3' A.F.F. 2nd FINISHED FLOOR — EXISTING SX8X16 C.M.U. WALL ( VERIFY HEIGHT) EXISTING BRICK WALL EXISTING WALL OF ADJACENT BUILDING U �.I T U Q V) V) O C� Q J W 0 h U I— Z w V) z O U O z Q Z O U) V) w IL z W it 5 U W V) U) w Ir w x W w F- O z w In 0 T w Ir O Z w 0 Q T Ir w z z Q 0 O Ld a. z N line ® O N m Lu Iui o �, w = W cV A 1 UUJV)N Qp o ,� rive -ter ¢ , � Q I O Lc> Q_JLL d p co 0o UNN ®® ac co Z:s }'-� o m Cc p w O I ¢ � U) V) z O V) w � m Ln m (f) 0 o vt LL v � Vi ALL v N VI 4- 0 zml I�'d� W u c 0l c u� N CO Z o w VERSION — 2 a U U O 0 w c� Z W Q T U W o w U 0 U O a n Li � �n V J z ® ]� Q 0 w m o ® z ®_ W 4. 0 u O 0 z (� ® a: w m W LL z U) O z � z ® Q Q m o a z V) Z m w U) w I — a w In w T t- i V) T 0 m w IL 0 FINISHED FLOOR w _ H O 'o z Q T 2 m r 0- 0 U U) T V) .,.-� a\,W > FL REG. ARCHITECT W NO. AR0005998 V) m PROJECT NO.: eg.5ARWTG.25-1_0 V) DATE: w 24 NOV 2010 w DRAWN BY: r TML m w a = SHEET NO.: SECTION E-E w -70 Z C� V) ■ W I 0 5C,4LF: 1/411 = 11-0II SAFE L0,4D TABLE NOTE5 1. ALL VALUES BASED ON MINIMUM 4' BEARING. EXSCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING IS LESS THAN 6-1/2'. SAFE LOADS FOR ALL z r' RECESSED LINTELS BASED ON 8' NOMINAL BEARING. SIMPSON M T S M 16 2 N R = NOT PATP:) ___ 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON TOE SECTION SPECIFIED, I 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR SCREW DIAMETER: SCREW LENGTH: NO. OF SCREWS UPLIFT LATERAL Fw-• I �� BOTTOM REINFORCING 2 1 /4" 4 860 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MA50NRY ABOVE THE PRECAST LINTEL. BOTTOM REINFORCING PROVIDED IN LINTEL PROVIDED IN LINTEL (VARIES) 1 /4" _ 275 �``• 6. ONE "T REBAR MAY BE SUBSTITUTED FOR TWO 05 REBARS IN a' LINTELS ONLY. 1. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY '7 K1=1::;5aK A 1 f:5u r I Orl "5 REBAR AT BOTTOM OF LINTEL CAVITY STRAPS MAY BE DOUBLED FOR 1-120 LB5. UPLIFT o CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE of OF LINTEL CAVITY SUPPORT. 550 LBS LATERAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. (1 ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �J • rIT 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BILK. OR �� _ r CONC. FILLED BLK. CELL Q r II 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS w GENERAL NOTES 7 5/8' 11 1 5/ga (REPORT #3370, ICBO) X 133% UPLIFT FACTOR. Li- 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. IL II O 2. SNORE FILLED LINTELS AS REQUIRED. _ Q INSERT 05 ROD IN 3. SCREWS MUST BE INSTALLED AS PER MANUF. SPEC. 3. INSTALLATION N N SLATION of LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUGURAL OPTION - A 8 OPTIONRECEDSSED I' EPXOY FILLED DRILLED c p g HOLE z VERT4. IIcAL CELL REINFORCING AND GROUTING LONG NOTCHES AT THE ENDS TO ACCOMMODATE 8"x8" PRECAST PRECAST LINTEL II PRE-ENGINEERED TRUSS �_ 0 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 1-1'-4- AND LINTEL 41 CONC. SLAB W/6X6 4`10 1+ 24' O.G. - w LONGER WITH A NOMINAL HEIGHT OF a' MEET OR EXCEED L/100. II WELDED WIRE MESH Z 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE STEEL CAVITY. N -1-10dx11/2 m TRUSS•,___ '- Q -1. -1/32' DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL II Z el" Ld ANCHORAr:tE. -- - 0' -0' I I N 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF 09L toFINISHED FLOOR SIMP50N MTSM 16 V 0 N CONCRETE MASONRY UNITS LINTEL OPTIONS SCALE: 1 = 1 cp _ CC 0 co9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER AGI 310 AND ACI 530, m �0 u /� DRILL 3/4' IDIA. HOLE a' (MIN.) �1 z C00 w CO � MATERIALS w N INTO CONC. FTG. W/ (4) 1/4' x 21/4' °C Q o 1. PC PRECAST LINTELS = 3500 P51. LOC-TITS 2-PART EPDXY PRECAST LINTEL FILLED TITEN SCREWS m rn CONT, CONC. FILLED SEE FOUNDATION PLAN FOR W/ GONG. W/ 11) "5 � n ¢ p 25' A`11NJ FOOTER SIZE ANP REINF. BAR CONT. °C 2 -3 ccv 2. PC PRESTRESSED LINTELS = 6000 PSI. CM.U. TIE BEAM 3. F'G GROUT = 3000 PSI W/ MAXIMUM 3/8' AGGREGATE. LAP 4 FTG. TYPE p o® Q I 1 u- V o 4. CONCRETE MASONRY UNITS (GMU) PER ASTM C90 W/ MINIMUM GROUTED CELL - w �LU v N O F o NET AREA COMPRESSIVE STRENGTH = 1900 PSI. V Q o N 5. REBAR PROVIDED IN PRECAST LINTEL PER ASTM A615 GR60. THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD In BUILDING CODE AND THE DETAILS OF REINFORCEMENT AS PUBLISHED BY THE a' C,M.U. WALL � ® � '- o FIELD PRESTE5ARRESSING PER ASTM D P GR40 A GRGR. AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 31a-89. --a-a=A- ^ w U 6. PRE5TRE551NG STRAND PER ASTM A416 GRADE 270 LOW a+s' �:�'_ x a O RELAXATION. - 0 8. MORTAR PER ASTM 270 TYPE M OR 5. q 33 - DOWEL REPLACEMENT DETAIL 32 -OPTIONAL TRUSS TIE SCALE: 3/4' = r STANDARD HOOK "5 CONT. z �+ LAPPED W/ WALL Z REINF. 1 DOOR PER PLANS FELT PAPER- O 1 ROOF SHEATHING ul 1 (NO TT4G SHEATHING) Iz TRUSS TOP CORD MEMBER w 28 GAUGE GALY. or ALUMN. DRIP 26 GAUGE GALV. or ALUMN. FLASHIN W/ 1'4 ' ELECTRO GALV. ROOFING EDGE W/ 11/4' ELECTRO GALV. ¢ _ ROOFING NAILS m 4' O.C. W/ ALL NAILS m l6 O.G. W/ ALL WEATHER GO WEATHER PLASTIC ROOF CEMENT PLASTIC ROOF CEMENT BTWN. Z F TEL FILLED WITH GROUT FLASHING 4 FRAMING OF = UNFILLED O 22 - C.M.U. TIE BEAM REINF. SCALE: 11/2' = 1'-0' (FIRST Ia' PROM EDGE) FELT PAPERINGLES � � WINDICATES RECESSED LINTEL IF PRESENT a > QUANTITY OF "5 REBAR AT BOTTOM OF LINTEL CAVITY z Q • • WD. NAILER c� o �j "-� 15/1 T 8 8 _ \\ \ WOOD BASED EXTERIOR o F 1 T SHEATHING (O.S.B. or 1 LYWD.) FLOOR JOIST z n \\ � NOMINAL HEIGHT LQUANTITY OF 05 8' \� I5 LB. FELT DRAINAGE PLANE 3/ V) m � NOMINAL WIDTH REBAR AT TOP MIN \ 4 TIG SHEATHING TF q Ul CONC. FILLED \ w KO. CMU BOND GALV. MTL. PAPER-BK CO (� O +:'`•4 BAR CONT. RIBBED LATHE �� ����� ®�I� - I•- (f) O T "rf=E D E 5 f GI�AT� I ON - \\ o 54 FLASHING , M 3-LAYER STUCCO FINISH EDGE 2nd ���. ®®�� o ' \ C7/8' NOM. THICKNESS) SCALE: 2' = I'-0' SCALE: 2' 1'-0. OU* / ° r`1 .' DRAINAGE PLANE OVERLAP Q w Q < - M REBAR AT TOP FA n 'r d. I P.\ CONTROL BEAD FLASHING VENEER (SEE ELEY.) U MIN. (I) REQ'D 1, ..: I I : :1 f d. (Y *. :'.. :.: • , • . .Y' \ AND MEMBRANE STRIP OVER v .0 vi W .4. , w 8 F 14 R -1 B / 1 T ._ ':_ 1. .d . ' : `/�<� \ WOOD FRAME /MASONRY , 2 0 00 I- = - -..- .- - \ INSULATION N O Z 4 x5 6 GAUGE GALV. or ALUMN. Q� FLASHING W/ 11/4' ELECTRO GALV. rr �, J Q) 0, - _ - . T. - ,-• \ ROOFING NAILS 9 6" O.C. W/ ALL W `�4 .� tUv d V 20'-73/4' - o ° \ METAL OR PLASTIC WEATHER PLASTIC ROOF CEMENT Q CM.U. 'U' BLOCK ''°d. .� DECK HT. EXPANSION JOINT o a - •. : .d•. Z °C > ° _ .p ABV. 4 BLW. FLASHING V) -� Z m U Z POURED CONC. TOP OF ' �o -\ Q W V W MASONRY WALL ° ° \ MEMBRANE STRIP COVERING a >` lfi C_ [v WOOD FRAME / MASONRY FELT PAPER O -� Z 4 -I i INTERSECTION UNDER N Oa �l U_ 713 LINTEL TYPE VARIES ° G` \ \ EXPANSION JOINT EQUAL TO z • ' ° PROTEGTO WRAP BT-20xL 9' (SEE LINTEL OPTIONS) : `'. °° : E TO EXTEND 2' BELOW -� j z Q ° \ WIDE 2 c� + + ° \\ \\ THE C M.U. O CEMENTITIOUS FINISH 8 F 16-1 B/1 T PRE -CAST LINTEL SEAT ® ROOF SHEATHING o -1-5/5' ACTUAL LS EXISTING MASONARY WALL ° ° �\\\LL a' NOMINAL SCALE: 1' = 1'-0' TRUF25 TOP Z EDGE OF MASONRY WALL CORD MEMBER Z o VERSION - 2 w BOND BEAM SECTIONS ScAL E NiA 53 - FLASHING STUCCO EXPANSION JOINT DTL. ANGLE SCALE: 2' = 1'-0' O 0 W LINTEL SCHEDULE LINTEL NO. TOTAL LENGTH TYPE CLEAR SPAN HEADER HT. LINTEL OPTION COMMENTS L 1 4'-8" 8 F 14-0B/1 T 3'-4" 27'-4" A.F.F. D L 2 L 3 6'-6" 8 F 8-1 B 5'-2" 7'-4" A.F.F. A L 4 6'-6" 8 F 8-1 B 5'-2" 24'-0" A.F.F. A L 5 13'-6" 8 F 16-1B/1T 11'-10" 27'-4" A.F.F. A L 6 133-6" 8 F 16-1B/1T 11'-10" 23'-4" A.F.F. A THIS CONF1We THAT CONCRETE LINTELS SUPPLIED FROM QUALITY PRECAST COMPANY ARE STRUCTURALLY ADEQUATE AND AN ACCEPTABLE SUBSTITUTE, WITH NO CHANGE TO THE LINTEL SPANS, DEPTHS OR REBAR REINFORCEMENT CALLED OUT IN THESE PLANS. DESIGN LOADS FROM QUALITY PRECAST, FOR ALL PRECAST LINTELS, EXCEED ACTUAL LOADS FOR THIS STRUCTURE. THE FOLLOWING LUM15ER GRADES SHALL BE THE MINIMUM ACCEPTABLE o GRADE UNLE55 OTHERWISE NOTED: Z m STAIR 2 r 300B MAX. BEARING STUD HEIGHT STUD SPECIES O.C. GRADE *2 CONSTRUCT. STUD 2X4 SPRUCE HEM -FIR DOUGLAS 24' 5'-0. 16 10'-0' 12' II'-0' 10'-2' PIN E Y. PIN 244 ail-0. 16' 11'-8' 9'-6' 8'-6' 12' 12'-10' 10'-5' 9'-1. 2X6 SPRUCE HEM -FIR DOUGLAS 24' 12'-0' 10'-0' 16' 13'-9' 11'-0' 12' 11'-0' 13'-a' SO. Y. PINE 24' 13'-9' 10'-4' 16' 16'-0' 12'-10' 12' 19'-0' 14'-6' T U U- o w U � p ` (vi O w 0- Pr1 w w w CO Q fr O o O a C.M.U. WALL I- W tl., a' cM.U. WALL CONC. FILLED BK LCELL W/ (1)� o 05 CONT. ❑ CONC. FILLED BLK CELL W/ C1) ❑ w "5 CONT. U Q 3/a' RED -HEAD WEDGE A.B. Q W/ 112' WASHER m 45' O.C. MIN. _ 3/8' RED -HEAD WEDGE A_B. EMBED. 31i2' MIN. W/ 112' WASHER m 4a' O.G. MIN. L P�^ry �!J Q ® < LOCATE (U WITHIN 16 OF EMBED. 3/2'MIN. TOP PLAT Q - LOCATE CI) WITHIN 16' OF OR TOP -PLATE U 1/4' TAPCON EMBED. 11/4' IN GONG. Q 24' O.C_ OR w STUD HEIGHT (BEARING) 2X4 (P.T.) END 1/4' TAPCON EMBED. 11/4' IN GONG. Q 2X4 (P.T.)END �/16 O.SB. OR 15/32 G-D STUD �' 24' O.C_ STUD PLYWD. SHEATHING W/ 10d z COMM. sV &' O.C. TO END STUD fflF_PLYWD. SHEATHING W/ Imd w r+-n �r'tin /'+/1AIA1��`ir1�G+ NOTE: STUDS MAY COMM. m ro' O.C. TO END STUD w I II I I I II / �Itw� MAXIMUM HEADER SPAN (FT.) 3 6' 9' 1 12' 1 16' ® © OR LESS NUMBER OF HEADER `----' STUDS SUPPORTING END OF HEADER 2 2 2 1213 UNSUPPORTED NUMBER OF FULL - WALL HEIGHT LENGTH STUDS OF STAIR 2 EACH END OF HEADER 10 OR, LESS 2 2 3 3 3 LO J GREATER 2 2 3 3 THAN 10' �.+VIVIVGV 1 Vfla7 MAXIMUM HEADER SPAN (Ff.) CONNECTOR 3 6 S 1 12' 1(0' SIMPSON CU LSTA 12 (2) LSTA 12 (2) LSTA 18 (3) LSTA la (4) LSTA 18 A U.S.P. (1) RT 20 (2) RT 20 (2) KT 22 (2) RT 22 (3) RT 22 SIMPSON (2) 5P4 OR (3) SP4 OR (4) SP4 OR (5) 5P4 (6) 6P4 (2) DSP (2) D5P (2) DSP LTT 205 HTT 5 B U.S.P. (2) SPT4 OR (3) SPT4 OR (4) 5PT4 OR (5) 5PT4 OR (6) SPT4 OR (2) R5PT6-2 (2) R5PT6-2 (2) R5PT( -2 1 LTS 205 1 OTT 5 CRIPPLE 51MP50N H5,H2.5, OR H4 TOP 4 BTM. OF EACH STUD STUDS U.S.P. OCPL TOP 4 BTM. OF EACH STUD P.T. C"2 5.Y.P.) w _ vi ZQ THIS ITEM HAS BEEN ELECIRONIMY J SIGNED AND SEALED BY GERALD R. GROSS, 25 - BLOCK/FRAME CONNECTION W AIA, FARA., ON 111E DATE AND/OR IIME MP STASHOWN USING ADIGITASIGNATURE. = SCALE: 3/4' 1'-0' w L Ui1 PRINTED COPIES OF 1111S D()CUMENI ARE NOT CONSIDERED SIGNED AND SEALED AND SIGNAILIRE MUST BE VERIFIED ON ANY P.T. WD, BUCK OVER 1112 ' TO 4112 P.T. WD. BUCK 1/4' TO 1112 z ELEIRONIC COPIES. BUCK COMBINATION OF 1X AND 2X P.T. 1X or 2x or (2)1x P.T. BASE BUCK - 4MASONRY MAX. ' OPENING V) DIGITAL SIGNA'1'U1tE I I STUD BUCK OPTIONS TO F3ASE E3UCK OPTIONS 2' MIN. BASE BUCK BE 2X4, 2X6 OR 2Xa ADDITIONAL BUCKS CAN BE: P.T. STUD GRADE HEADER I Z X HEADER :R a SINGLE OR DBL. 1X4, IX6, IXS SINGLE OR DOUBLE IX4, IX6, IXS Q M(--K OR SINGLE OR DBL. 2X4, 2X6 OR 2X8 OR SINGLE 2X4, 2X6 OR 2Xa o BUCK FA TENING OPTION ONE 5SLIUCC SIDE K �uCK EL 3 0 o B STUD NOTE: HEADER 4 FULL LENGTH STUDS CONNECTOR NOTE: SPh or sPs MAY BE SU55TITUTED FOR 5P4 WHERE tQ'D BASE SUCK FASTENING OPTIONS Lu TO EEE TIED TO EACH OTHER W/ 10d + 12' O.C. BASE (FIRST) I V2' BUCK WINDOW 2 LS STAGGERED TRuss OR ROOF COMBINATION TO BE FASTEND TO 3/41 E3UCK: 1/4" X 21/4 ° TAFCON '@ 1(o 11 O.C. OR X ~p t=R4MING r rErt�ERs 5IMP50N LSTA 12 m EA. END DOOR Z q S_g `n X MASONARY AS PER 1112' BUCK (SEE (1112' EMBED. INTO CONC.) SIMPSON L5TA 12 9 24' O.0 DE3L. TOP CRIPPLE � BASE BUCK FASTENING OPTIONS) OPNCx. Z ~ � PLAT1= - \ EACH ADDIONAL 1/2' BUCK 11121 SUCK: 1/4,, X 31/4 ° TAFCON '@ I e, ° O.C. �' ^ a T T ® ! N N N (11/2' EMBED. INTO CONC.) S -A uTO ri B TALLED to BUCKSW 2 D OR SCALE: N/A F ROWS IOd NAILS g 6' Oc r 01IM IN EN 19 ELEVATOR J HEADER (UP TO 4i2` MAx.) GERALD R. GROSS (2) ROWS GASENARDENED lOd 6" O.C. ° A FAAA ENGINEERING SPEC5. HEADER SEE FASTENING OPTIONS WIND LOAD FACTOR UP TO: (1) 205T North Ibis Drive ABOVE _ Briny Breezes, Florida 33453 a 1LLER -44.7 LBS. PER SQ. FT. 386-574-9088 SILL CONNECTOR "A' E3UCK rA TENING OPTION TWO +35.9 LBS. PER 5Q. FT. IF1_ REG ARCHITECT 301 CONNECTOR BASE (FIRST) I� ' DOOR LOCATION MAY BE AT ANY NO. AR0005998 RILL LETJCzTH FULL LENGTH W WALL STUDS LUALL STUDS _ 2 BUCK 2x P.T. BUCK OR Tn I 2 COMBINATION TO BE FASTEND TO DBL. Ix P.T. BUCK POINT ON A WALL w AD1 R STUDS HEADER STUDS COMBINATION AS PER 11/2' BUCK (SEE (STUD GRADE) FASTENER REQUIRED TO BE WITHIN a PROJECT NO.: X n m i- ° �n � BUCK FASTENERS OPTIONS) V) g.5ARWTC2S0.0 J J 4 OF BUCK END NO CLOSER THAN - -- - - - - - - - - - - -- ------------------- ADDITION 2X/IX P.T. BUCKS NOT _ I'-2' SEE FASTENING OPTIONS w DATE: ---I---i�----,r-- r- ---1---i� -- - -it---- r- - U 2 FROM BUCK END II II II II II 11 II II N TO EXCEED 4i2` TOTAL DEPTH p ABOVE (L 24 NOV 2m18 I I NO bNcHORd,1 I I I I NO I bNc+IOR� I I I ' x I I MHUL11RED I I I I REdUIRED I I • • (2) "10 WD. SCREW e 12' O.C. MAX. - ° FASTENERS TO BE SPACED w DRAWN BY: EMBED 112' MAX. INTO BASE BUCK EQUALLY 4 FULL EMBED. OF 5cREW m T1" IL System No. W-L-2135 December 20, 2000 F Rating -- I Hr T Rating -- 1 Hr SECTION A -A 1, Wall Assembly The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materlalA and in the mann,�r In the individual U300 car U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: max 24 In. CC. A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. CC. B. Gypsum Board* One layer of nom 5/S In. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening 1s -1-1/4 in. 2. Through Penetrants One nonmetallic pipe to be centered within the firestop system. An annular space of 1/4 to 3/5 in. is required In the firestop system. Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe Nom 6 in. diam (or smaller) Schedule 40 cellular or solid core PVC, pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom Co in. diam (or smaller) 5DR 11 CPVC pipe for use In closed (process or supply) or vented (drain, waste or vent) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 6 In. (or smaller) diam Schedule 40 cellular or solid core A55 pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 3. Firestop System The firestop system shall consist of the following: A. Fill, Void or Cavity Material* -- Caulk Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. REGTORSEAL -- Metacaulk 1000 B. Firestop Device* Cxaly steel collar lined with an intumescent material sized to fit specific diam of the through penetrant. Device to be installed around through Penetrant In accordance with accompanying installation instructions. Device Incorporates anchor tabs for securement to both surfaces of the wall by means of 1/6 in. diameter by 2-1/2 In. long steel hollow wall anchors at each anchor tab. RECTORSEAL -- Metacaulk Pipe Collar * Bearing the UL Classification Mark System No. W-L-3042 November 15, 1994 (Formerly System No. 644) F Rating -- I and 2 Hr (See Item 2) T Ratings -- 0, 1 and 2 Hr (See Item 2) SECTION A -A 1. Wall Assembly The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and In the manner specified in the Individual U300 or U400 Series Wall and Partition Designs on the UL Fire Resistance Directory and shall Include the Following construction features: A. Studs Wall framing may consist of either wood studs or steel channel studs. wood studs to consist of nom 2 by 4 In, lumber spaced 16 In. OC. Steel studs to be min 2-1/2 In. wide and spaced max 24 in. OC. B. Gypsum Board* 1/2 In. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as speciFled In the individual U300 or U400 Series Design In the UL Fire Resistance Directory. Max diam of opening is 2 in. 2. Cables one cable to be centered within the firestop system. A nom annular space OF 1/4 in. Is rec{ulred within the firestop system. Cable to be rigidly supported on both sides of wall assembly. The following types and sizes of copper conductor cables may be used: A. 1 /C-500 kcmil Cable 1/C-500 kcmll (or smaller) cable with cross -!Inked eoluethulene insulation and jacket. B. 100 Pair No. 24 AWG Cable 100 pair No. 24 AWG (or smaller) cable with polyvinyl C. Type RG/U Coaxial Cable Type RG/U coaxial cable with fluorinated ethylene propylene Insulation and jacket. D. Max 2/C Cable Max 2/C -- No. 12 Aw (or smaller) cable with (PVC) insulation and jacket. E. Max 3/C Cable Max 3/C with ground -- No. 10 ALLIG (or smaller) Type NM nonmetallic sheathed cable. The F and T Ratings of the firestop system Is dependent upon the hourly Fire rating of the wall assembly and type of cable used as tabulated below: WALL A55EM5LY RATING (HR) CABLE TYPE F RATING (HR) T RATING (HR) I I/C-500 kcmil 1 0 1 100 pair No. 24 AWG 1 0 I RG/U 1 I I 3/C No. IC AWG 1 0 1 2/C No. 12 AUJG 1 0 2 I/C-500 kcmil 2 0 2 100 pair No. 24 AWG 2 0 2 RCz/U 2 2 2 3/C No. IC AUJG 2 0 2 2/C No. 12 AW:a 2 0 3. Fill, Void or Cavity Material* Caulk -- In 2 h fire -rated assemblies, min I in. thickness of fill material applied within the annulus on both surfaces of wall. Additional fill material to be installed such that a min 1/4 In. crown is Formed around the penetrating Item. In 1 h fire -rated assemblies, min 1/2 in. thickness of fill material applied within annulus on both surfaces of wall. Additional fill material to be installed such that a min 3/4 In. crown Is formed around the penetrating Item and lapping I in. beyond periphery of opening. A/D FIRE PROTECTION 5Y5TEM5 INC -- A/D Flre5arrier Silicone * Bearing the UL Classification Mark I- U W T U Q V) V) O O 0 J Q (Y W U LL O F- Z W V) Z O U Z Q Z O V) U] W D- Z W tY 0 W V) V) W D_ W x W W Ir ' O.G. O z z Q F-- � m O V) 277 4 3 0 2x4'5 FIRESTOPPED (/) } z O 1. NAILHEAD5 - EXP05ED OR COVERED W/ JOINT FINISHER. � Q IL 2. JOINTS - >_ EXPOSED OR COVERED W/ FI5ER TAPE AND JOINT FINISHER. AS AN Q ALTERNATE, NOMINAL. 3/32' THICK GYPSUM VENEER PLASTER MAY 5E O APPLIED TO THE ENTIRE SUF2:FAGE OF CLASSIFIED VENEER 5A5E5OARD5. F- JOINTS REINFORCED. o z 3. NAILS - `V) 6d CEMENT COATED NAILS 1-1/a- LONG, 0.0915' SHANK DIAM., 1/4' DIAM. HEADS, U) AND Od CEMENT COATED NAILS 2-3/5' LONG, 0.113' SHANK DIAM., 9/32' DIAM. HEADS. m O 4. GYPSUM 50ARD - 1-- 5/8' THICK (TYPE C or FIRECORE) PAPER OR VINYL SURFACED, W/ BEVELED, L SQUARE, OR TAPERED EDGES, APPLIED EITHER HORIZONTALLY OR = VERTICALLY. GYPSUM PANELS NAILED 7' O.C. W/ 6d CEMENT COATED NAiLS 1-1/0' LONG, 0.0915' SHANK DIAM. AND 15/64' DIAM. HEADS. WHEN USED IN WIDTHS OTHER THAN 40', GYPSUM PANELS ARE TO 5E INSTALLED HORIZ_ Q IY O Z W 40 - 1-HOUR FIRE BARRIER W 0 (UL 263/De5 No. U305) Q W z L Q L System No. W-L-1001 0 June 15, 2005 — O s� CM Lij N ® Z O ED Q ED M W Cr LU 0, 2 F- co Q 0 W V) N W U) C, ❑�°N IisiiU C� N LLq ❑ o N [iZ�s MEN m r Q INIME ❑ O 41Z LU Am u_j 1A o A r 2 Z F Ratings -- 1, 2, 3 and 4 Hr (See Items 2 and 3) Q T Rating -- 0, I, 2, 3 and 4 Hr (See Item 3) _z L Rating At Ambient -- Less Than i CFM/5q Ft o VERSION - 2 L Rating At 400 F -- Less than I CFM/5q Ft W 0- 0 A 3 O 16 � 0 0 SECTION A -A W 1. Wall Assembly The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be Q v ('nLL constructed of the materials and In the manner described in the individual in the UL Fire Resistance p UJ U300 or U400 Series Wall and Partition Designs LL Directory and shall Include the following construction features: U A. Studs framing may consist of either wood studs (max 2 h fire rated cc)� 0Wall assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 In. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. Ir T 0 Q (51 by 102 mm) lumber end plates and cross braces. Steel studs to be ZW Q min 3-5/S In. (92 mm) wide by 1-3/5 in. (35 mm) deep channels spaced max m a:24 in. (610 mm) OC. Board O F- ® 0 0 Ui B. Gypsum Nom 1/2 or 5/8 in.( 13 or 1(o mm) thick, 4 Ft (122 cm) wide with square or type, thickness, number of layers, O W tapered edges. The gypsum wallboard Z fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Max diam of opening is 26 in. (660 mm). WW Q Q Directory. < 2. Through Penetrant One metallic pipe, conduit or tubing installed either concentrically or z M Q 0 eccentrically within the flrestop system. The annular space between pipe, (0 W conduit or tubing and periphery of opening shall be min of 0 In. mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly �...• supported on both sides of wall assembly. The following types and sizes used: 0 ZZ of metallic pipes, conduits or tubing may e W A. Steel Pipe Nom 24 In. (610 mm) diam (or smaller) Schedule IC (or heavier) steel V) Z pipe. a B. Iron Pipe Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast W V) iron Roil blbe ne:m 12 in (3m5 mm) diam (nr Amaller) nr CIAR? 50 (or W heavier) ductile Iron pressure pipe. C. Conduit Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in. (102 mm) z itGNE ANDSAEDBY RONIcr. SIGNED AND SEALED BYGE R. GROSS, diam. (or smaller) steel electrical metallic tubing a P.IA,FARA,ON➢IEDATE AND/OR TIME STAMP SHOWN USING A DIGifA1 SIGNATURE, D. Copper Tubing Nom (o In. 01 ,2 mm) diam for smaller) Type L (or heavier) copper tubing. W V) W PRINIEDCOPIES OFnflSDOCUMENTARE NOi CONSIDERED SIGNED AND SEALED E. Copper Pipe Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. z AND SIGNATURE MUSiBEVERIFIED ONANY EIEBTONICCOPIES. F. Through Penetrating Product* Flexible Metal Piping. The following types of steel Flexible metal gas DicirnLsiGNn'roliE piping may be used: _ 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. D' W OMEGA FLEX INC W 2. Nom 1 In. (25 mm) diam (or smaller) steel flexible metal gas piping. Off Plastic covering on piping may or may not be removed on both sides 0- of Floor or wall assembly. it W GASTITE, DIV OF TITEFLEX 3. Nom I in. (25 mm) diam (or smaller) steel Flexible metal gas piping. o Plastic covering on piping may or may not be removed on both sides o of Floor or wall assembly. Z Q WARD MFG INC 3. Fill, Void or Cavity Material* - Caulk or Sealant = U Min 5/5, 1-1/4, 1-1/S and 2-1/2 In. (1(o, 32, 48, and 64 mm) thickness of caulk For 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, >_ flush with both surfaces of wall. Min 1/4 in. (Co mm) diam bead of caulk 0- GERALD R. GROSS applied to gypsum board/penetrant interface at point contact location on v A.IA, FARA both sides of wall. The hourly F Rating of the firestop system is v) 205T North Ibis Drive dependent upon the hourly fire rating of the wall assembly in which it is = Briny Breezes Florida 3M installed, as shown in the following table. The hourly T Rating of the 386-574-9088 firestop system is dependent upon the type or size of the pipe or W FL. REG. ARCHiTECT conduit and the hourly fire rating of the wall assembly in which it Is > NO. AR0005998 Installed, as tabulated below: W PROJECT NO.: J fc5JU45G5159.0 V) V) DATE: I_ 24 NOV 2010 W W DRAWN BY: r JTR + When copper pipe is used, T Rating Is 0 h. m 3M COMPANY - CP 25WE3+ or F5-3000 WT W Rearing the UL Classification Mark = SHEET NO.: W W S-9.0 0 Max Pipe or Conduit Dlam In (mm) F Rating (HR) T Rating (HR) 1 (25) I or 2 0+,1 or 2 1(25) 3or4 3or4 4 002) 1 or 2 0 6(152) 3or4 0 12 (305) 1 or 2 0