11-1216-007THROUGH - PENETRATION FIRESTOP SYSTEMS
SYSTEM NO. W- 11-2039
F RATINGS -1, 1 i , AND 2 HR
T RATINGS -3 AND 1 i HR
I. WALL ASSEMBLY - THE I OR 2 HR FIRE -RATED GYPSUM
WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED
OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE
INDIVIDUAL U300 OR U400 5ERIE5 WALL AND PARTITION
DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL
INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY GON515T OF EITHER WOOD
STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CON515T
OF NOM 2 BY 4 IN. LUMBER 5PAGED 16 IN. OC. STEEL STUDS TO
BE MIN 2 -1/2 IN. WIDE AND SPACED MAX 24 IN. OG.
B. GYPSUM BOARD" - 5/8 IN, THICK, 4 FT WIDE WITH SQUARE
OR TAPERED EDGE5. THE GYPSUM WALLBOARD TYPE,
THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET
ORIENTATION 5HALL BE AS SPECIFIED IN THE INDIVIDUAL 0300
OR 0400 5ERIE5 DE51614 IN THE UL FIRE RESISTANCE
DIRECTORY. MAX DIAM OF OPENING la 2 -1/8 IN.
2. THROUGH - PENETRANTS - ONE NONMETALLIC PIPE OR TUBING
TO BE CENTERED WITHIN THE FIRE5TOP SYSTEM. A NOM
ANNULAR SPACE OF 112 IN, 15 REQUIRED WITHIN THE FIRE5TOP
SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH
51DE5 OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES
OF NONMETALLIC PIPES AND TUBING MAY BE USED:
A, POLYVINYL CHLORIDE (PVG) PIPE - NOM 1 -1/2 IN. DIAM (OR
SMALLER) SCHEDULE 40 PVC, PIPE FOR USE IN CLOSED
(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT)
PIPING 5Y5TEM5,
B. CHLORINATED POLYVINYL CHLORIDE ((,PV(,) PIPE - NOM
I -112 IN, DIAM (OR SMALLER) 5DR 11 GVPG PIPE FOR USE IN
CLOSED (PRO(E55 OR SUPPLY) PIPING SYSTEMS.
G. FLAME RETARDANT POLYPROPYLENE (FRPP) PIPE - NOM
1 -112 IN. DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE
IN GL05ED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE
OR VENT) PIPING SYSTEMS.
D, ELECTRICAL NONMETALLIC TUBING (ENT)+ - NOM 1 -112 IN,
DIAM (OR SMALLER) ENT FORMED FROM POLYVINYL CHLORIDE.
ENT TO BE INSTALLED IN ACCORDANCE WITH ARTICLE 331 OF
THE NATIONAL ELECTRICAL CODE (NFPA NO. 10). SEE
ELECTRICAL NONMETALLIC TUBING (FKHU) CATEGORY IN UL'5
ELECTRICAL CONSTRUCTION MATERIALS DIRECTORY FOR
NAMES OF MANUFACTURERS.
THE F AND T RATINGS OF THE FIRE5TOP SYSTEM ARE
DEPENDENT UPON THE HOURLY RATING OF
THROUGH- PENETRANT A5 TABULATED BELOW:
GENERAL NOTES
MINIMUM 5TANOAR05:
THESE 60145TRU6TION 006UMENT5 46HT REQUIRE LARGER SIZES,
6REATER 69JANTITIE5, MORE PROTECTION AND REQUIREMENT5 THAN THE
6OVERNIN6 BUILDING CODES, THE CONTRACTOR 15 RE5PON515LE FOR
CARRYING OUT ALL OF THE PROVISIONS AND REQUIREMENT5 INCLUDED IN
THESE PLANS AND SPECIFICATION5, 5M5TITUTION5, ALTERNATES OR
CHANGES REQUE5TED TO MATCH LOWER STANDARDS PERMITTED BY THE
BUILDING CODE WILL NOT BE ACCEPTED. NO ADDITIONAL PAYMENTS SHALL
BE MADE TO THE CONTRACTOR TO CORRECT WORK THAT DOES NOT MEET
ALL THE REQUIREMENT5 SET FORTH IN THESE CONSTRUCTION DOCUMENTS.
A.I.A. DOCUMENT A -201:
THE LATEST EDITION OF THE 'GENERAL CONDITIONS OF THE CONTRACT FOR
CONSTRUCTION ", AIA DOCUMENT A-201,15 HEREBY MADE A PART OF THESE
PLANS AND SPECIFICATIONS. GOPIE5 ARE AVAILABLE FOR INSPECTION AT
THE ARCHITEGT5 OFFICE. THESE 6ENERAL NOTES AND SPECIFICATIONS
SHALL NOT BE CONSTRUED TO VOID ANY PORTION OF AIA DOCUMENT A -201.
C4)N5TRUCTION DOCUMENTS:
THESE BOUND FLAN5 AND SPEC IFICATION5 FORM A COMPLETE SET OF
CONSTRUCTION DOCUMENTS AND SHOULD NOT BE SEPARATED FOR 05E BY
VARIOUS SUB- TRADES EMPLOYED TO PROVIDE BID PROPOSALS OR
EXECUTE TH15 PROJECT. A COMPLETE SET OF CONSTRUCTION DOCUMENTS
15 REQUIRED SO THAT EACH TRADE GAM COORDINATE THEIR BIDS AND WORK
WITH THE TOTAL PROJECT. CON5TRUCTION DOCUMENT5 STAMPED 'NOT
FOR CONSTRUCTION" SHALL NOT BE USED FOR BIDDING OR CONSTRUCTION
AND ARE NOT PERMITTED ON THE JOB SITE. DO NOT SCALE DRAWING5.
THE CONTRACTOR SHALL MAINTAIN A COMPLETE IF TO DATE SET OF
CONSTRUCTION DOCUMENTS AND SHOP DRAWIN65 ON THE JOB SITE AT ALL
TIMES DURING THE CONSTRUCTION PERIOD, THESE DOCUMENTS SHALL BE
SECURED A6AIN5T ALL FORMS OF DAMAGE OR THEFT.
C.ONSTRU(MON DOCUMENT REPRODUCTIONS:
THESE PLANS ARE THE PROPERTY OF THE ARCHITECT, NO PORTION OF
THESE CONSTRUCTION DOCUMENTS MAY BE REPRODUCED BY ANY MEANS
OR METHODS WITHOUT THE EXPRE55 PRIOR AUTHORIZATION OF 5ALTZ
MICHELSON ARCHITECTS. COPIES OF THE PLANS AND 5PECIFICATION5 ARE
AVAILABLE FROM THE ARCHITECT. UNAUTHORIZED COPIE5 OF THESE PLANS
MAY NOT PROVIDE CURRENT PROJECT INFORMATION AND MAY RESULT IN
BID OR CONSTRUCTION DEFIGIENGIE5.
SITE V151T:
PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE GENERAL
CONTRACTOR AND EACH SUBCONTRACTOR SHALL V151T THE JOB 51TE AND
VERIFY ALL OF THE CONDITIONS UNDER WHICH TH15 WORK WILL BE
PERFORMED, THE CONTRACTOR SHALL EXAMINE THE PLANS AMC) IT WILL BE
AS5UMED THAT THE GONTRACTOR HAS INVE5TI6ATED AND 15 FULLY
INFORMED AS TO THE CONDITIONS AND MATERIALS TO BE ENCOUNTERED AS
TO CHARACTER, QUALITY AND QUANTITIES OF WORK TO BE PERFORMED AND
MATERIALS TO BE FURNISHED AND AS TO THE REQUIREMENT5 OF THE
PLANS.
SUE16TITUTICIM:
SUBSTITUTIONS OR DEVIATION5 FROM THE PLANS AND SPEGIFIGATIONS
DURING BIDDING OR CONSTRUCTION ARE NOT PERMITTED WITHOUT PRIOR
WRITTEN AUTHORIZATION FROM THE OWNER AND /OR ARGHITEGT, FAILURE
TO COMPLY WITH TH15 PROVISION WILL RESULT IN THE REJECTION OF THE
WORK IN QUE5TION. THE CONTRACTOR WILL NOT BE COMPENSATED FOR
UNAUTHORIZED 5U%TITUTION5 OR DEVIATION5 FROM THE PLANS AND WILL
HAVE TO TAKE CORRECTIVE MEASURES AT HI5 OWN EXPENSE,
ALTERNATES:
REQUE5T5 FOR PRODUCT ALTERNATES OR 51,1I35TITUTION5 WILL ONLY BE
CONSIDERED BY THE ARCHITECT WHEN SUBMITTED WITH A LETTER OF
EXPLANATION. WHEN APPLICABLE THE REQUE5T SHALL INCLUDE; A COST
COMPARISON, AVAILABILITY, TIME SCHEDULE COMPARISON, PRAWN05
AND /OR BROCHURE GUT SHEETS DEMON5TRATING THAT THE SUBSTITUTION
OR ALTERNATE MEETS THE INTENDED PERFORMANCE AND QUALITY OF THE
OR16INAL SPECIFICATION.
CHANGE ORDERS:
ALL CHAN6E ORDERS SHALL BE 516NED BY THE OWNER PRIOR TO
COMMENCEMENT OF THE WORK TO BE GHAN6ED.
THROUGH- PENETRATION FIRESTOP SYS'T'EMS
SYSTEM NO. C -AJ -2168
F- RATING-3 HR
T RATING -0 HR
RE6IUE5T FOR PAYMENT:
THE CONTRA( TQR5 'REQUEST FOR PAYMENT' SMALL INCLUDE RELEA5E5 OF
LIEN FROM ALL MATERIAL SUPPLIERS AND SUBCONTRACTORS FOR 51YIPLIE5
AND WORK RELATING TO THE REQUEST FOR PAYMENT.
NOTICE OF COMMENCEMENT:
THE CONTRACTOR SMALL ASSIST THE OWNER IN THE PREPARATION AND
FILING 05 A NOTICE OF COMMENCEMENT. HE SHALL INSURE THAT SAID
NOTICE 15 PROMINENTLY POSTED ON THE PROPERTY AND PROTECTED FROM
ALL FORMS DAMAGE. ALL SUBGONTRAGTOR5 AND MATERIAL SUPPLIERS
SHALL BE MADE AWARE OF THE P05TIN6 OF TH15 DOCUMENT AND ARE
REQUIRED TO SUBMIT A "NOTICE TO OWNER" BY CERTIFIED MAIL.
HIDDEN CONDITION5:
EXI5TIN6 UNOBSERVABLE COVERED, BURIED OR OTHERWISE HIDDEN
CONDITIONS WHERE IN CONFLICT WITH THE CONSTRUCTION DOCUMENTS
SHALL BE REPORTED TO THE ARCHITECT AS SOON AS THEY ARE
UNCOVERED, ADDITIONAL COSTS OR MODIFICATIONS OF THE WORK TO
ACCOMMODATE THESE GONDITION5 SHALL BE APPROVED BY THE OWNER
AND /OR ARGHITEGT PRIOR TO PERFORMANCE OF TH15 WORK. WHEN HIDDEN
CONDITIONS ARE FOUND TO BE IN VIOLATION OF ANY 6OVERNIN69 CODE IN
FORGE AT THE TIME OF CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ARCHITECT AND /OR OWNER, GORREGTION OF EXI5TIN6 HIDDEN CODE
VIOLATIONS SHALL BE APPROVED AND PAID FOR BY THE OWNER.
015CREPANCIES:
THE GONTRACTOR SHALL FIELD GHEGK AND VERIFY ALL DIMENSIONS AND
CONDITIONS AND BE RE52ON5113LE FOR SAME. WHEN IN THE OPINION OF
THE CONTRACTOR A DISCREPANCY EXISTS, HE SHALL PROMPTLY REPORT IT
IN WRITING TO THE AR( HITEGT PRIOR TO THE COMMENCEMENT OF THE
WORK IN THE AREA OF 61UE5TION. NO ADDITIONAL PAYMENT SMALL BE MADE
FOR THE GONTRAGTOR'5 FAILURE TO CORRECT GONFLIGTIN6 FIELD
CONDITIONS,
5AFETY AND SECURITY:
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE THE SAFETY
OF THE WORK FORGE AND PUBLIC, EXPOSED TO THE CONSTRUCTION
PERFORMED UNDER THIS CONTRACT. HE SHALL SECURE THE WORK SITE
AGAINST UNAUTHORIZED ENTRY AND MAINTAIN ALL SAFETY AND SECURITY
MEA5URE5 THROUGH OUT THE DURATION OF THE WORK.
5AFE6UARD5:
THE GENERAL CONTRACTOR SHALL PROVIDE 6UARDRAIL5, HANDRAILS, AND
COVERS FOR ALL FLOOR, ROOF AND WALL OPENIN65. HE SHALL MAINTAIN
AND RELOCATE ALL 5AFE6UARD5 AND PROTECTIVE FACILITIES AS REQUIRED
BY SUBCONTRACTORS OR JOB,
G0N5TRUGTI0N MEANS AND METH005:
5ALTZ MICHEL50H ARCHITECTS AND /OR ENGINEER(5) SHALL NOT HAVE
CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, 5EQUENGE5, PROCEDURES OR FOR SAFETY PRECAUTIONS AND
PR06RAM5.
IT 15 UNDERSTOOD AND AGREED THAT THE ARGHITEGT HAS NO
CONSTRUCTIVE USE OF THE OWNERS SITE; HAS NO CONTROL OR
AUTHORITY OVER THE MEANS, METHODS, AND SEQUENCES OF
CONSTRUGTION; AND THEREFORE HAS NO ONGOING RESPONSIBILITY
MAT50EVER FOR C,ON5TRU6TION 51TE SAFETY, A RESPONSIBILITY THAT
HAS BEEN WHOLLY VESTED IN THE GENERAL CONTRACTOR.
NOTWITHSTANDING THE ABOVE, THE ARGHITEGT HAS A DUTY TO PRESERVE AND
PROTEGT PUBLIC HEALTH, SAFETY, AND WELFARE. ACC,ORDIN6LY, IT I5 5ALTZ
M16HEL50N ARCHITECTS PROFE55IONAL RESPONSIBILITY TO TAKE WHAT HE BELIEVES
ARE PRUDENT MEA5URE5 SHOULD THE ARCHITECT ENCOUNTER 51TUATIONS THAT HE
BELIEVES CREATE A DANGER TO PUBLIC, HEALTH, SAFETY, OR WELFARE. THE
CLIENT /OWNER UNDERSTANDS THI5 51TUATION AND A6REE5 TO DEFEND 5ALTZ
MICHELSON ARCHITECTS AND HOLD THE ARCHITECT HARMLESS FROM GLAIM5
AR151N6 FROM THE ARCHITEGT5 EXERG15E OF PROFE55IONAL RESPONSIBILITY IN
TH15 REGARD,
LICEN5E5 AND PERMITS:
THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL 5EGURE THE
REQUIRED CITY, COUNTY, STATE LICENSES OR PERMITS AND 5PE6IAL PERMITS, WHEN
REQUIRED, PRIOR TO COMMENCING ANY WORK ON TH15 PROJECT. PERMITS SHALL BE
PROTEGTED AND DISPLAYED IN ACCORDANGE WITH THE LOCAL 60VERNIN6 AGENCY
REQUIREMENT5,
I. Floor or Wall Assembly - Min 4 -1/2 in. thick reinforced
lightweight or normal weight (100 -150 pcf) concrete. Wall
may also be constructed OF any UL GIa55ified Concrete
Blocks ". Max diam of opening is 5 in,
See Concrete Blocks (GAZT) Category in the Fire
Resistance Directory for names of manufacturers.
2, Nonmetallic Pipe - Nom 3 in. diam (or smaller) Schedule
40 polyvinyl Chloride (PVC) pipe for use in Closed
(proce55 or Supply) or vented (drain, waste or vent) piping
5y5tem5. One pipe to be installed either concentrically or
eccentrically within the Fire5top 595tem. The annular Space
shall be min 112 in. to a max I in. Pipe to be rigidly
supported on both aides of Floor or wall assembly.
3. Fill, Void or Cavity Material" - Sealant - Min 4 in.
thickness of fill material applied within the annulus, Flush
with top surface of floor or with both 5urfoce5 of wall.
HILTI GON5TRU(TION CHEMICALS, DIV OF
HILTI ING - FS -ONE Sealant
"Bearing the UL CIa551ficotion Mark
PERMIT FEES:
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PAY FOR ALL BUILOIM6
PERMITS REQUIRED BY LOCAL CODE OR ORDINANCE.
PERMANENT UTILITY FEES:
IMPACT FEES, WATER AND SEWER CONNECTION FEES AND DEPOSITS FOR PERMANENT
UTILITY 5ERVIGE5 SHALL BE PAID FOR BY THE OWNER. THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT, AND /OR OWNER WHEN THESE FEES APPLY PRIOR TO THE
START OF CON5TRU6TIOK
TEMPORARY UTILITY FEES:
FEES FOR TEMPORARY CONSTRUCTION RELATED USE OF UTILITY 5ERVICE5 SUCH AS
WATER; ELECTRIC, TRA5H DISPOSAL; PORTABLE TOILETS, JOB 51TE PHONES AND
OTHER SUCH 5ERVIGE5 THAT ARE PRIMARILY UTILIZED BY THE CONTRACTOR IN
PERFORMANCE OF THE WORK UNDER TH15 CONTRACT SHALL BE INCLUDED IN THE
C05T OF THE JOB AND PAID BY THE CONTRACTOR.
INSURANCE:
THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION
A6AIN5T PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE
WORK, PROOF OF INSURANCE SMALL BE SUBMITTED TO THE OWNER PRIOR TO
COMMENCEMENT OF WORK. THE CONTRACTOR AND H15 5UBGONTRAGTOR5 APE NOT
TO COMMENCE WORK UNDER TH15 CONTRACT UNTIL REQUIRED INSURANCE 15 OBTAINED
AND APPROVAL RECEIVED FROM THE OWNER.
INSURANCE TYPE MINIMUM LIMITS OF LIABILITY
WORKMAN'S COMPENSATION STATUTORY
CONTRACTOR'5 PUBLIC LIABILITY:
BODILY INJURY $100000 EACH PER50N
$300,000 EACH ACCIDENT
PROPERTY DAMA6E5 $10,000 EACH ACCIDENT
$25000 A66RECATE
CONTRACTOR'S LIAELITY FOR 5UBGONTRAGTEP WORK:
BODILY INJURY VOODOO EACH PER50N
$300,000 EACH ACCIDENT
PROPERTY DAMAGES 410000 EACH ACCIDENT
$25,DOO A66RE6ATE
AUTOMOBILE PUBLIC LIABILITY:
BODILY INJURY sIO0,0o0 EACH PER50N
$300000 EACH ACCIDENT
PROPERTY DAMA6E5 $10,000 EACH ACCIDENT
INDEMNITY:
CONTRACTOR SHALL PROTECT, DEFEND, SAVE HARMLESS AND INDEMNIFY OWNER; ITS
EMPLOYEES, A6ENT5 AND PUBLIC, FROM CLAIMS, DEMANDS OR EXPENSE ON ACCOUNT
OF INJURY TO PERSON OR DAMAGE TO PROPERTY, ALLE6ED OR REAL, AR151N6
FROM ANYTHING DONE OR NOR DONE UNDER THIS AGREEMENT BY CONTRACTOR,
SUBCONTRACTOR, OR ANYONE DIREGTLY EMPLOYED BY EITHER,
6UARANTEE:
THE CONTRACTOR SHALL GUARANTEE ALL WORK UNDER TH15 CONTRACT TO BE FREE
FROM DEFECTS IN MATERIAL OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM
THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. HE SMALL
REPLACE ANY WORK THAT FAIL5 TO CONFORM TO THE DRAWN65 OR DETAILS AS
SHOWN IN THESE CONSTRUCTION DOCUMENTS. HE SHALL DELIVER TO THE OWNER ALL
WRITTEN WARRANTIES OR 6UARANTEE5 OFFERED BY THE MANUFACTURERS FOR ALL
COMPONENTS, EQUIPMENT AND FIXTURES. COPIES OF INVOICES, BILLS OR PURCHASE
ORDERS SHALL BE GIVEN TO THE OWNER MEN REQUIRED TO ENFORCE GUARANTEES
AND WARRANTS. THESE PROVISIONS SMALL APPLY TO ALL VENDORS OR OTHERS
WHO MAY BE EMPLOYED BY THE CONTRACTOR IN PRODUCING THIS WORK,
COORDINATION OF THE TRADES:
THE 6ENERAL GONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF
EVERY ASPECT OF THE WORK AS DE56RIBED IN THE CONTRACT FOR GON5TRUCTION
INCLUDING ALL OF THE REQUIREMENT5 OF THE '6ENERAL CONDITIONS OF THE
CONTRACT FOR CONSTRUCTION ", AIA DOCUMENT A -201. HE SHALL VERIFY ALL
DRAWINGS AND COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK 15
PERFORMED ON TH15 STRUCTURE. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR
THE CONTRACTQR5 FAILURE TO COORDINATE 'THE WORK AND CORRECT CONFLICTIN6
FIELD CONDITIONS,
THROUGH - PENETRATION FIRESTOP SYSTEMS
SYSTEM NO, C -AJ -1003
F RATING -3 HR
T RATING -0 OR a HR
UL NO. W -L -1.299
THROUGH - PENETRATION FIRESTOP SYSTEMS
F RATINGS - 1 AND 2 HR
T RATING -0 HR
I. FLOOR OR WALL ASSEMBLY - MIN 4 -112 IN. THICK
REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100 -150 PGF)
CONCRETE. WALL MAY AL50 BE CONSTRUCTED OF ANY UL
CLASSIFIED CONCRETE BLOGK5". MAX DIAM OF OPENING 15 8
IN.
SEE CONCRETE BLO6K5 (CAZT) CATEGORY IN THE FIRE
RE515TANGE DIRECTORY FOR NAMES OF MANUFACTURERS:
2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR
TUBING TO BE CENTERED WITHIN THE FIRE5TOP 5Y5TEM, PIPE,
CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES
OF FLOOR OR WALL A55EMBLY. A NOM ANNULAR 5PAGE OF 2
IN, 15 REQUIRED WITHIN THE FIRE5TOP 5Y5TEM. THE FOLLOWING
TYPES AND SIZES OF METALLIC PIPES, GONDUIT5 OR TUBING
MAY BE USED:
A. STEEL PIPE - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 5
(OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 6 IN. DIAM (OR SMALLER) CAST OR
DUCTILE IRON PIPE,
G. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL
ELECTRICAL METALLIC TUBING OR NOM 6 IN. DIAM (OR
SMALLER) STEEL CONDUIT.
3. FIRE5TOP SYSTEM - THE FIRE5TOP SYSTEM SHALL CON515T
OF THE FOLLOWING:
A. PACKING MATERIAL - MIN 6 PGF MINERAL WOOL BATT
INSULATION OR L005E CERAMIC FIBER INSULATION FIRMLY
PACKED INTO OPENING AS A PERMANENT FORM, PAGKING
MATERIAL TO BE RECESSED FROM TOP AND BOTTOM
5URFAGE5 OF FLOOR OR FROM BOTH SURFACES OF WALL AS
REQUIRED TO AG( OMMODATE THE REQUIRED THIGKNE55 OF
FILL MATERIAL. THE THIGKNE55 OF PAGKING MATERIAL 15
DEPENDENT UPON THE CONSTRUCTION DETAILS OF THE
FIRE5TOP SYSTEM AS TABULATED IN ITEM 313,
B. FILL, VOID OR CAVITY MATERIAL" - PUTTY - FILL MATERIAL
APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP AND BOTTOM
5URFAGE5 OF FLOOR OR WITH BOTH 5URFAGE5 OF WALL. THE
T RATING OF THE FIRE5TOP 5Y5TEM 15 DEPENDENT UPON MAX
DIAM OF OPENING, THICKNESS OF PACKING MATERIAL AND
THIGKNE55 OF FILL MATERIAL AS TABULATED BELOW:
MAX DIAM
MIN PACKING
MIN FILL
T
OF OPENING
MTL
MTL
RATING
IN.
THKNSIN,
THKN5IN.
HR
8
2-112
1
O
4
3
3/4
3/4
EGS NELSON FIRE5TOP -TYPE FSP PUTTY
`BEARING UL 6LA551FICATION MARK.
GENERAL CONTRACTOR SHALL DO ALL GUTTING AND PAT(HIN6 OF EXI5TIN6
CONCRETE 5LAB5, PARTITIONS, ETC, AS MAY BE REQUIRED FOR ALL TRADES TO
ACCOMPLISH ALL WORK REGUIRED BY THESE CONTRACT DOCUMENTS. CONTRACTOR
54ALL DO ALL PATCHING AND PROVIDE NEW FINISHE5 TO MATCH EXI5TIN67 SO AS TO
MAKE THE 'PATCHED AREA" INDISCERNIBLE TO THE EXISTING ADJACENT AREA.
ALL EXISTING 5URFAGE5 SUCH AS WALLS, FLOORS, CEILIN66, BASES, ETC. THAT ARE
AFFECTED BY THESE ALTERATIONS ARE TO HAVE NEW MATERIAL AND FINISH AS
REQUIRED TO MATCH ALL ADJACENT EX15TIN6 FINISHES.
DEMOLITION:
TITLE TO MATERIALS: TITLE TO ALL MATERIAL AND EQUIPMENT TO BE DEMOLISHED
AND REMOVED EXCEPTING ITEMS INDICATED TO BE TURNED OVER TO THE OWNER 15
VESTED IN THE CONTRACTOR AT START OF PROJECT.
REMOVE ALL SPECIFIC ITEMS INDICATED ON THESE DRAWIN65 AND ALSO REMOVE
ANY OTHER ITEMS OR CONSTRUCTION AS REQUIRED TO ACCOMPLISH ALL NEW WORK
TO AREAS SHOWBN.
ALL REMOVED ITEMS 54ALL BECOME THE PROPERTY OF THE CONTRACTOR WITH THE
APPROVAL OF THE OWNER AND SHALL BE REMOVED FROM THE SITE.
THE AMOUNT OF DUST RESULTIN6 FROM DEMOLITION 51ALL BE CONTROLLED TO
PREVENT THE SPREAD OF DUST TO AVOID CREATION OF A NU15ANGE IN THE
5URROUNDIN6 AREA. USE OF WATER WILL NOT BE PERMITTED WHEN IT WILL RESULT IN,
OR CREATE, HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOOOIN6,
LEAKING TO FLOOR BELOW AND POLLUTION.
MANUFACTURER'S INSTRUCTIONS:
MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION, APPLICATION, OR METHODS
SHALL BE STRICTLY ADHERED TO AND BY REFERENCE ARE MADE A PART OF THESE
PLANS AS IF FULLY WRITTEN HEREIN. FAILURE OF THE CONTRACTOR TO OBTAIN
MANUFACTURER'S INSTRUCTIONS SHALL NOT RELIEVE HIM FROM PERFORM146 ALL OF
THE REQUIREMENT5 OF THE WORK. CONTRACTOR SHALL CONFIRM ALL EQUIPMENT
DIMEN51ON5, ELEGTRIGAL REQUIREMENTS AND UTILITY GONNEGTION5 PRIOR TO
CONSTRUCTION WITH ACTUAL E61APMENT5 MAKE AND MODEL.
WORKMAWSHIP:
ALL WORK 54ALL BE PERFORMED IN A FIRST CLA55 WORKMAN LIKE MANNER IN
ACCORDANCE WITH THESE PLANS AND SPECIFICATION5, THE BUILDING GORE AND THE
STATE ENER6Y EFFICIENCY CODE. WORKMANSHIP QUALITY SHALL STRICTLY
CONFORM TO THE INDUSTRY STANDARD AND APPLICABLE NATIONAL, STATE AND
LOCAL CODES, ORDINANCES AND RULES.
MATERIALS:
UNLE55 SPECIFIED OTHERWISE, ALL CONTRACTOR SUPPLIED MATERIALS, FIXTURES,
FITTIN65 OR COMPONENTS SHALL BE NEW AND DELIVERED TO THE JOB 51TE IN THE
MANUFACTURER'5 OR16INAL SEALED CARTONS OR PACKA61N6.
SHOP DRAWINGS:
THE CONTRACTOR SHALL OBTAIN AR( HITE(V5 OR OWNER'S WRITTEN APPROVAL OF
SHOP DRAWNC�5 PRIOR TO FABRICATION. SAMPLES SHALL 13E SUBMITTED UPON
REQUEST. WHERE INSTALLATIONS REQUIRING SHOP DRAWIN65 HAVE BEEN MADE
WITHOUT APPROVED DOGUMENT5 THE OWNER AND /OR ARCHITECT MAY REJECT THE
WORK. REPLACEMENT ADDITIONS OR MODIFICATIONS TO ALL SUCH WORK SHALL BE
MADE AT THE GONTRA(TOR5 EXPENSE. THE CONTRACTOR SHALL SUBMIT SHOP
PRAWN66 FOR ALL PREFABRIGATEP ITEMS OF THE WORK.
ACTIVE SERVICES:
EXISTING ACTIVE SERVICES: WATER, GA5, SEWER, ELECTRIC,, ETC., WHEN
ENCOUNTERED, SHALL BE PROTECTED A6AIN5T DAMAGE. DO NOT PREVENT OR
DISTURB OPERATION OF ACTIVE SERVICES WHIGH ARE TO REMAIN. IF ACTIVE
SERVICES ARE ENCOUNTERED WHICH REQUIRE RELOCATION, MAKE REOUE5T TO
AUTHORITIES WITH ,1UR150I6TION FOR DETERMINATION OF PROCEDURES. WHERE
EXISTING SERVICES ARE TO BE ABANDONED, THEY SMALL BE TERMINATED ON
CONFORMANCE WITH REQUIREMENTS OF THE LANDLORD, OWNER, SPEOFIGATION5,
UTILITY COMPANIES AND /OR GOVERNING AGENGIE5 HAVING JURI5DICTION.
DAMAGE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL AREAS, INCLUDING
PUBLIC, 5PAGE5, IN AND AROUND THE 517E A6AIN5T DAMAGE DURING THE
CONSTRUCTION PROCESS. DAMAGE TO ANY AREA SMALL BE REPAIRED TO THE
SATISFACTION OF THE OWNER AND LANDLORD AT THE CONTRACTORS EXPENSE,
����fu
I i f- -_ �
it f si
i
nA"A
I. HALL ASSEMBLY - THE I OR 2 HR FIRE RATED GYPSUM
BOARD /5TUD WALL A55EM13LY SHALL BE CONSTRUCTED OF
THE MATERIALS AND IN THE MANNER DESCRIBED IN THE
INDIVIDUAL U400 OR V400 SERIES WALL AND PARTITION
DESIGN IN THE UL FIRE RE515TANGE DIRECTORY AND SHALL
INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING SHALL CONSIST OF MIN 3 -1/2 IN.
(N MM) WIDE STEEL CHANNEL STUDS 5PAGED MAX 24 IN. ((910
MM) OC. ADDITIONAL MIN 3 -1/2 IN. (M MM) WIDE STEEL STUDS
SMALL BE USED TO COMPLETELY FRAME OPENING.
B. GYPSUM BOARD" - THE GYPSUM BOARD TYPE, THICKNESS,
NUMBER OF LAYERS, FASTENER TYPE AND 5HEET
ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL
U400 OR V400 5ERIE5 DESIGN IN THE UL FIRE RE515TANCE
DIRECTORY. MAX AREA OF OPENING TO BE 182 IN,2 (1114 CM2)
WITH A MAX DIMENSION OF 45 -1/2 IN. (156 MM). ALL VERTICAL
5TUD5 IN OPENING TO REMAIN INTACT.
THE HOURLY F RATING OF THE FIRE5TOP SYSTEM 15 EQUAL TO
THE HOURLY FIRE RATING OF THE WALL A55EMBLY IN WHICH IT
IS INSTALLED.
2. THROUGH- PENETRANTS - ONE OR MORE METALLIC PIPES OR
CONDUITS INSTALLED WITHIN OPENING. ANNULAR 5PAGE
BETWEEN PENETRANTS AND PERIPHERY OF OPENING TO BE MIN
0 IN. (0 MM, POINT ( ONTACT) TO MAX 2 IN. (51 MM). 5PAGE
BETWEEN PENETRANTS TO BE MIN 1/4 IN, ((? MM) TO MAX 2 IN.
(51 MM). PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH
SIDES, OF WALL. THE FOLLOWING TYPE5 AND SIZES OF
PENETRANTS MAY BE U5ED:
A. STEEL PIPE - NOM 3 IN. (16 MM) DIAM (OR SMALLER)
5GHEDULE 5 (OR HEAVIER) STEEL PIPE.
B. CONDUIT - NOM 3 IN. (16 MM) DIAM (OR SMALLER) RIGID
STEEL CONDUIT OR STEEL ELECTRICAL METALLIC TUBING.
3. FIRE5TOP SYSTEM - THE FIRE5TOP SYSTEM SHALL CONSIST
OF THE FOLLOWING:
A! PAGKING MATERIAL - MIN 3 -3/4 IN. 05 MM) OR 5 IN. (121
MM) THICKNESS OF MIN 4 PGF (64 KG/M3) MINERAL WOOL
BATT INSULATION FIRMLY PACKED INTO OPENING FOR I AND 2
HR RATED ASSEMBLIES, RESPECTIVELY. PA( KING MATERIAL
TO BE RECE55ED FROM BOTH SIDES OF WALL A55EMBLY TO
ACCOMMODATE THE REQUIRED THIGKNE55 OF FILL MATERIAL,
B, FILL, VOID OR CAVITY MATERIAL" -CAULK OR SEALANT -
MIN 1/2 IN. (13 MM) THI6KNE55 OF CAULK APPLIED WITHIN
ANNULUS, FLUSH WITH BOTH 5URFAGE5 OF WALL. MIN 1/4 IN, (6
MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM
BOARD /PENETRANT INTERFACE AT POINT CONTACT LOCATION
ON BOTH 5IDE5 OF WALL.
3M COMPANY - IC, 15WB +, GP 25WB+ CAULK OR FB -3000 WT
SEALANT
"BEARING THE UL GLA551FIGATION MARK
SANITATION FACILITIES:
THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
TEMPORARY TOILET FACILITIES ON THE JOB SITE,
DRINKING WATER:
THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE DRINKING WATER FOR THE
USE OF ALL TRADESMEN. THE WATER SUPPLY SHALL 13E FREE OF CHARGE,
CONVENIENTLY LOCATED AND MAINTAINED THROUGHOUT THE DURATION OF THE WORK
FIRE PROTECTION:
THE CONTRACTOR SMALL PROVIDE 6ENERAL FIRE PROTECTION THROUGHOUT THE JOB
FOR THE DURATION OF THE WORK. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE
FOR PROVIDING FIRE PROTECTION FOR THEIR OWN SPECIALTY.
OPERATIN6 INSTRUCTIONS:
THE OWNER SHALL BE FURNISHED WITH THE ORIGINAL OPERATING INSTRUCTIONS,
REPAIR AND MAINTENANCE MANUALS AS SUPPLIED BY THE MANUFACTURER FOR ALL
EQUIPMENT INSTALLED UNDER THE CONTRACTORS SUPERVISION,
FINAL GLEANING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONSTRUCTION GLEAN -UP
INCLUDING THE REMOVAL OF ALL TEMPORARY CONSTRUCTION, SUPPORTS, 1_16HTIN65,
BARRIERS, BARRICADES, ETC, U51146 MANUFACTURERS RECOMMENDED GLEANING
AGENTS THE CONTRACTOR SHALL CLEAN AND POL15H ALL GLASS SURFACES; FINISH
HARDWARE: CERAMIC AND VINYL TILE FLOORING; MIRRORS; WOODWORK;
BASEBOARDS AND WALL SURFACES. REMOVE ALL FINGERPRINTS, STAINS, MARKIN65
DUST, DIRT, PUTTY AND OVER PAINTING IN PREPARATION FOR USE AND OGGUPANGY.
SITE CLEAN -UP:
GARBAGE REGEPTACLE5 SHALL BE ON 51TE AT ALL TIMES. THE JOB SITE SMALL BE
KEPT FREE OF ACCUMULATED TRASH AND WASTE MATERIALS WHICH SHALL BE
REMOVED WEEKLY. "BROOM GLEANING" SHALL BE DONE ON AN AS NEEDED OR
DAILY BA515 FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR SMALL
GLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION 15 COMPLETED, ALL TRASH,
DEBRIS, IMPLEMENT5, AND SURPLUS MATERIALS SHALL BE REMOVED FROM THE JOB
51TE AT THE CONTRACTORS EXPENSE, ALL WASTE SHALL BE LEGALLY DISPOSED OF
AT PUBLIC OR PRIVATE DUMPING FACILITIES.
FINAL 149:1ECTION:
THE OWNER AND CONTRACTOR SHALL PERFORM A FINAL 'WALK THROUGH'
INSPECTION OF THE WORK PRIOR TO THE QWNER5 FINAL ACCEPTANCE, THE
CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN 'PUNCH LIST' TO THE OWNER
OF THE ITEMS OF THE WORK THAT REQUIRE ADJUSTMENT, CORRECTION OR
REPLACEMENT. PUNCH LISTED EQUIPMENT, FEATURES OR FINISHES SMALL 13E
REPAIRED TO THE QWNER5 5AT15FACTION WITHIN FIVE WORKING DAYS,
FINAL ACCEPTANCE:
THE CONTRACTOR SHALL DEMONSTRATE TO THE OWNER THE USE AND VERIFY THE
PROPER FUNCTION OF ALL OPERATING FEATURES INCORPORATED INTO THE PROJECT.
THE OWNER SHALL REVIEW, VERIFY AND APPROVE THE COMPLETENESS OF ALL
"PUNCH LIST' WORK,
CERTIFICATE OF OCCUPANCY:
UPON FINAL ACCEPTANCE AND COMPLETION THE CONTRACTOR SHALL OBTAIN AND
DELIVER TO THE OWNER OR OMNER5 A6ENT A 'CERTIFICATE OF OGCUPANGY' OR
"CERTIFICATE OF USE' FROM THE LOCAL 6 ./ERNIN5 AGENCY.
PERMANENT ELECTRIC SERVICE:
IN THE EVENT A 'CERTIFICATE OF OCCUPANCY' OR 'CERTIFICATE OF COMPLETION" 15
A PRERE619JI51TE TO OBTAINING AN ELECTRIC METER AND/OR PERMANENT ELECTRIC
SERVICE THE CONTRACTOR SHALL HAVE THE LOCAL ELECTRIC UTILITY INSTALL ALL
THE REQUIRED COMPONENTS TO PROVIDE THE ELECTRIC, 5ERVIGE SPECIFIED IN THE
PLANS. THEREAFTER HE SHALL TEST AND DEMONSTRATE TO THE OWNER THE USE
AND VERIFY THE PROPER FUNCTION OF ALL COMPONENTS AND OPERATING FEATURES
OF THE ELEGTRIGAL SYSTEM.
TE5TIN&
ALL REQUIRED TE5T5 SHALL BE PERFORMED BY AN APPROVED TE5TIN6
LABORATORY AT THE CONTRACTORS EXPENSE. TEST RESULT5 SHALL BE SUBMITTED
TO ARGHITEGT, AND /OR ENGINEER,
THROUGH - PENETRATION FIRESTOP SYSTEMS
UL NO" W- L-1001
F RATINGS -1,2,3 AND 4 HR
T RATINGS- 0,1,2,3 AND 4 HR
SEC10,0N_
I, WALL ASSEMBLY - THE I, 2, 3 OR 4 HR FIRE -RATED GYPSUM
WALLBOARD /STUD WALL A55EMBLY SHALL BE CONSTRUCTED
OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE
INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION
DESIGNS IN THE UL FIRE RE515TANGE DIRECTORY AND SHALL
INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY GON515T OF EITHER WOOD
STUDS (MAX 2 H FIRE RATED A55EMBLIE5) OR STEEL CHANNEL
STUDS. WOOD 5TUD5 TO CON515T OF NOM 2 BY 4 IN. (51 BY 102
MM) LUMBER 5PAGED 16 IN, (40(b MM) OG WITH NOM 2 BY 4 IN,
(51 BY 102 MM) LUMBER END PLATES AND GRO55 BRACES.
STEEL STUDS TO BE MIN 3 -5/8 IN, (012 MM) WIDE BY 1 -3/8 IN.
(35 MM) DEEP CHANNELS 5PAGED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD" - NOM 112 OR 5/8 IN. (13 OR 16 MM) THICK,
4 FT. (122 GM) WIDE WITH SQUARE OR TAPERED EDGES. THE
GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS,
FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS
SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DE51ON IN
THE UL FIRE RESISTANCE DIRECTORY, MAX DIAM OF OPENING
15 26 IN. (660 MM).
2. THROUGH - PENETRANT - ONE METALLIC PIPE, CONDUIT OR
TUBING INSTALLED EITHER GONGENTRIGALLY OR
ECCENTRICALLY WITHIN THE FIRE5TOP 5Y5TEM. THE ANNULAR
5PAGE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF
OPENING SHALL BE MIN OF 0 IN / (0 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 OF METALLIC PIPES, 6ONDUIT5
OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER)
SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 24 IN. ((910 MM) DIAM (OR SMALLER)
SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12
IN (305 MM) DIAM (OR SMALLER) OR 6LA55 50 (OR HEAVIER)
DUCTILE IRON PRE55URE PIPE.
G. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL
CONDUIT OR NOM 4 IN (102 MM) DIAM (OR SMALLER) STEEL
ELEGTRIGAL METALLIC TUBING
D. COPPER TUBING NOM 6 IN, (152 MM) DIAM (OR SMALLER)
TYPE L (OR HEAVIER) COPPER TUBING
E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER)
REGULAR (OR HEAVIER) COPPER PIPE.
F. THROUGH PENETRATING PRODUCT" - FLEXIBLE METAL PIPING
THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL 6A5 PIPING
MAY BE U5ED:
I. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE
METAL GAS PIPIN6.1'PLA5TIG COVERING ON PIPING MAY OR
MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL
ASSEMBLY.
OMEGA FLEX INC
2. NOM I IN. (25 MM), DIAM (OR SMALLER) STEEL FLEXIBLE
METAL GAS PIPING, IPLA5TIG GOVERING ON PIPING MAY OR
MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL
ASSEMBLY.
GASTITE, DIV OF TITEFLEX
3. NOM I IN. (25 MM)', DIAM (OR SMALLER) STEEL FLEXIBLE
METAL GAS PIPING.I,PLA5TIG COVERING ON PIPING MAY OR
MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL
ASSEMBLY,
WARD MFG INC
3. FILL, VOID OR CAVITY MATERIAL" - CAULK OR SEALANT -
MIN 5A5., 1- 1/4,1 -1/8 AND 2 -112 IN. (16, 32, 48 AND (94 MM)
THI6KNE55 OF CAULK FOR I, 2,3 AND 4 HR RATED
ASSEMBLIES, RE5PEGTIVELY, APPLIED WITHIN ANNULUS, FLUSH
WITH BOTH SURFACES OF WALL, MIN 1/4 IN. (6 MM) DIAM BEAD
OF CAULK APPLIED TO GYPSUM BOARD /PENETRANT INTERFACE
AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. THE
HOURLY F RATING OF THE FIRE5TOP SYSTEM 15 DEPENDENT
UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN
WHICH IT 15 INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.
THE HOURLY T RATING OF THE FIRE5TOP SYSTEM 15 DEPENDENT
UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE
HOURLY FIRE RATING OF THE WALL A55EMBLY IN WHICH IT IS
INSTALLED, A5 TABULATED BELOW:
MAX PIPE OR
CONDUIT DIAM IN
(MM)
F RATING
HR
T RATING
HR
1 (25)
1 OR 2
+O, 1 OR 2
1 (25)
3 OR 4
3 OR 4
4 (102)
1 OR 2
O C
6 (152)
3 OR 4
0
12 (305)
1 OR 2
0
+WHEN COPPER PIPE IS USED, T Rating IS 0 h.
3M COMPANY - GP 25WB+ or FB -3000 WT.
•
1
SALTZ MICHELSON
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
sma @saltzmichelson.com
w7 .
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Charles Michelson AR0009976
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2011-166
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Project No.:
2011-166
0 66
Drawn By:
NI I
Checked. By:
LS
Date:
09 -12 -11
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