|
� 0
<br />M1
<br />� I
<br />UL DESIGNS
<br />Design No. U904
<br />September 30, 2010
<br />Bearing Wall Rating - 3 ML
<br />Noubearing Wall Rating - 3 HR.
<br />Load Restricted for Canadian Applications - See Guide BXLTV7
<br />31r
<br />7 -5/r MIN.
<br />nf
<br />ftizontal Section
<br />1. Concrete Blocks* - Various designs, Classification C-3 (3 hr).
<br />See Concrete Blocks category fbr list of eligible manufacturers.
<br />2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick of not less than 2-1/4 and not more than 3-
<br />1/2 parts of clean sharp sand to I part Portland cement (proportioned by volume) and not more than 50
<br />percent hydrated time (by cement volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to
<br />concrete bolcks (Item 1).
<br />4. Loose Masonry F111 - If all core spaces are filled with loose dry expanded slag, expanded clay or shale
<br />(Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill
<br />insulation add I hr to Classification.
<br />5. Foamed Plastic* - (Optional -Not Shown) - 1- 1/2 in, thick max, 4 ft wide sheathing attached to
<br />concrete blocks (Item 1).
<br />THE DOW CHEMICAL CO - Type Thermax Sheathing,'lliennax Light Duty Insulation, Thermax
<br />Heavy Duty Insulation, Thermax Metal Building Board, 'Ibermax White Finish Insulation, Thermax ci
<br />Exterior Insulation, Thermax III Insulation, Thermax Plus Liner Panel andIbermax Heavy Duty Plus (HDP)
<br />*Bearing the UL Classification Mark
<br />Reprinted from the Online Certifications Directory with permission from UL
<br />0 2013 UL LLC
<br />Through -penetration Firestop Systems
<br />System No. C-AJ-1364
<br />February 08, 2010
<br />F Rating - 2 Hr
<br />T Rating - 0 Ik
<br />L Rating At Ambient - L ess Than I CFMsq ft
<br />L Rating At 400 F - 2 CFBNsq ft
<br />W Rating - Class I
<br />SECTION A -A
<br />1. Moor Assembly -lkn4-1/2 in. (114 fnm) thick reinforced lightweight or normal weight (100-150pef
<br />or 1600 - 2400 kg/m� concrete. Wall may also be constructed of any ULaassified Concrete Blocks*- Max
<br />diam of opening is 25-7/8 in. (657 mm).
<br />See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of
<br />manufacturers.
<br />2. Through Penetrants - One metallic pipe, tubing or conduit to be installed either concentrically or
<br />eccentrically within the firestop system. The annular space between tube and periphery of opening shall be
<br />min 0 in.(point contact) to max 1-7/8 in. (48 mm). Penetrants to be rigidly supported on both sides of floor
<br />assembly. The following types and sizes of metallic pipes, tubing or conduit maybe used:
<br />A. Steel Pipe- Noin 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
<br />B. Iron Pipe - Nom 24 in. (610 mm) diam (or smaller) cast or ductile iron pipe.
<br />C. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit
<br />D. Conduit - Norn 4 in. (102 mm) (or smaller) steel electrical metallic tubing.
<br />E. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper
<br />tube.
<br />F. Copper Pipe - Norn 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.
<br />3. Firestop System - The details of the firestop system shall be as follows: 3
<br />A- Packing Material - Min 3 in. (76 mm) thickness of min 4 pef (64 kg / in ) mineral wool
<br />batt insulation firmly packed into opening as a permanent form. Packing material to be
<br />recessed from top surface of floor to accommodate the required thickness offill material.
<br />B. Fill, Void or Cavity Materials"I - Sealant - Min 1/4 in. (6 mm) thickness of fill
<br />material applied within the annulus, flush with top surface of floor. Min 1/2 in. (13 mm) diant
<br />bead of caulk applied to the penetrant/concrete interface at the point contact location on the
<br />top surface of floor.
<br />3M COMPANY - FB- 1000 NS, FB- 1003 SL or FB-3000 WT
<br />*Bearing the UL Classification Mark
<br />C 2013 UL LLC Reprinted from the Online Certifications Directory with permission from UL
<br />G=R & D.S. CALC
<br />Gafter A" 11WWRwout
<br />I& A
<br />BuildingF
<br />Bulding P=vnwten
<br />Delpth
<br />DV&
<br />DeptlL
<br />Bk% Depth at Gutter (fi)
<br />1,30
<br />30
<br />40
<br />Gutter laq$h (fk)
<br />24
<br />Gutter Width (m)
<br />a-
<br />6
<br />6
<br />GutterDepth(in)
<br />`8
<br />6
<br />6
<br />DS Width (m)
<br />6
<br />4�
<br />4,
<br />DS Depth (in)
<br />6
<br />4
<br />4
<br />2017 Ekwidit Phmdftg Code 1106
<br />100 YearHourlygainfill Rate (in per hr) Fl 106-1
<br />-4-5
<br />4-5
<br />4�5
<br />CF per Ik per DS or Guner length
<br />1170
<br />338
<br />450
<br />GFHper DS at Gutkx lm*&
<br />8752
<br />2529
<br />3366
<br />GPMPerDSorGutkx_T ---
<br />146
<br />43
<br />57
<br />Dovaspato:
<br />Max GPM Capacity Crl 106-2)
<br />563 OK
<br />120 OK
<br />Gutlets-
<br />Max GFM Capacity@ 1/16"per.ft (T 1106-2) -505 OK 243 OK 243 OK
<br />1993 SAIACXt
<br />mow Factor
<br />1.00
<br />IWI
<br />I-VU
<br />11.90
<br />10 Tr
<br />100 Yr
<br />10yr
<br />100yr
<br />10 Yr
<br />108 Yr
<br />5 Minute h*=ily (in M hr fix 5 min)
<br />83
<br />to's
<br />8-3
<br />101A
<br />"8_3
<br />10.9
<br />Roof Arm per DS Arm Wper W)
<br />140.0
<br />110-0
<br />140-0
<br />110.0
<br />140-0
<br />110.0
<br />Dbvmspxft:
<br />DS Am (sq in)
<br />16
<br />16
<br />Max Roc&Am per DS
<br />5040
<br />3960
<br />2240
<br />1760
<br />2240
<br />1760
<br />ActW Factored RoofArca per DS
<br />3120
<br />900
<br />1200
<br />Check
<br />OK
<br />OK
<br />ox
<br />OK
<br />OK
<br />OK
<br />Rectangular Gulters, (MT Yov��_
<br />Gufter Depth-to-VIidth -W
<br />1-0000
<br />LOW
<br />LOW
<br />MA -4/7
<br />1-0000
<br />Lom
<br />L13M
<br />1-4057
<br />L4397
<br />�1.4397
<br />MA5/14
<br />37-68379
<br />41,39923
<br />241729.
<br />26-55624
<br />26.7MB
<br />29-42981
<br />Mm Gutter Width "W" (w)
<br />6-7379
<br />7-4022
<br />4-4267
<br />4_8631
<br />4,9057
<br />5,3894
<br />Check
<br />OK
<br />OK
<br />OK
<br />ox
<br />OK
<br />OK
<br />Mm Gulter Depth (m)
<br />6-7379
<br />7.4022
<br />4-4267
<br />4-9631
<br />4-9057
<br />5-3894
<br />Check
<br />OK
<br />OK
<br />01K
<br />OK
<br />OK
<br />OK
<br />U?U MM
<br />TABULArnON
<br />Zoph"llis Storage
<br />StkWd Arthffecture, Inc-
<br />Lh* MiX Tabulation
<br />41112019
<br />SF per Unit
<br />.25
<br />40
<br />50
<br />80 100
<br />150
<br />200
<br />250
<br />3W
<br />V5
<br />Bldg A COndlboned rap:
<br />-
<br />ist Floor
<br />Gross SF W
<br />5x8
<br />WO
<br />8XIII lexIO
<br />i0x15
<br />IWO
<br />10x25
<br />10M
<br />M25
<br />Total
<br />Units
<br />18
<br />a
<br />51
<br />2 49
<br />26
<br />24
<br />8
<br />7
<br />0
<br />185 Tdal Units
<br />Total:$F
<br />23.67 7 450
<br />0
<br />2.550
<br />160 4�,"O
<br />3.9W
<br />4,8W
<br />Z_-000
<br />�Z,10(1
<br />0
<br />MAW Net Rentable
<br />2nd Floor
<br />Gross SF 1X5
<br />Sxg
<br />500
<br />IMIS: IftIO
<br />IftlS
<br />IWO
<br />10M
<br />IOX30
<br />1SX25:
<br />Total
<br />Units
<br />W
<br />1
<br />41
<br />1 45
<br />25
<br />19
<br />io
<br />7
<br />a
<br />185 Total Units
<br />TOW SF
<br />26,174 900
<br />40
<br />2.050
<br />80 4,500
<br />3.750
<br />3.Wo
<br />2,.97A*
<br />Z10D
<br />0
<br />12,720- NO Rentable
<br />Bldg A Total Conditioned
<br />Gross SF SO
<br />5X8.
<br />5X10
<br />RX14 16X10
<br />1005
<br />IOX20
<br />1045
<br />10x38
<br />15)dS
<br />Total
<br />Units
<br />54
<br />1
<br />92
<br />3 94
<br />51
<br />43
<br />1-8
<br />14
<br />0
<br />370 Total Units
<br />81% Efficiency
<br />Nbn- Conditioned Storage:
<br />Bldg 8
<br />Gross SF
<br />5X5
<br />5X8
<br />5X10
<br />U10
<br />10X10
<br />IOXIS
<br />10=1
<br />IOX25
<br />IOX30
<br />15XW
<br />Total
<br />Units
<br />0
<br />a
<br />0
<br />0
<br />0
<br />17
<br />0
<br />17 Total Units
<br />Total -SF
<br />5,100
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />5,10D
<br />a
<br />5, 100 Net RentabLe
<br />Bldg C
<br />Gross SF
<br />SO
<br />5X8
<br />5x10
<br />800
<br />10x10
<br />IOX15
<br />103=
<br />1=5
<br />10x30
<br />1SX25
<br />Total
<br />Units
<br />0
<br />0
<br />4
<br />0,
<br />15
<br />0
<br />0
<br />a
<br />1!3 Total Utlits
<br />ToWSF
<br />;3,400
<br />0
<br />0
<br />0
<br />0
<br />400
<br />0
<br />3,0W
<br />0
<br />0
<br />'a
<br />�,409 Net Rentathe
<br />Bldg D
<br />Gross SF
<br />MS
<br />W
<br />5x10
<br />8xID,
<br />10x10
<br />10x15
<br />1040
<br />10x25
<br />1000
<br />M25
<br />Total
<br />Ufft
<br />0
<br />2
<br />13
<br />T
<br />0
<br />0
<br />1
<br />23 Tdal Units -
<br />Total SF
<br />3,925
<br />G
<br />0
<br />a
<br />0
<br />200
<br />1,950-
<br />1,400
<br />a
<br />0
<br />375
<br />3.925 Net Rentable -
<br />Bldg E
<br />Gross SF
<br />-SX5
<br />5XS
<br />SX10
<br />SX10
<br />10X10
<br />1OXIS
<br />10X2D
<br />1OX25
<br />1OX30
<br />1W5
<br />Total
<br />Units
<br />0
<br />0
<br />0
<br />a
<br />21)
<br />12.
<br />14
<br />46 Total Units
<br />Total SF
<br />6.600
<br />0
<br />0
<br />0
<br />0
<br />?_000
<br />1.8W
<br />2,800
<br />0
<br />0
<br />0
<br />6,60n Net RAntable
<br />SM9 F
<br />Gross SIF
<br />W
<br />ftS
<br />500
<br />U10
<br />18X10
<br />IIDX15
<br />1OX2D
<br />1OX25
<br />1OX30
<br />15X25
<br />Total
<br />Units
<br />a
<br />0
<br />a
<br />0
<br />18
<br />10
<br />a
<br />10
<br />10
<br />a
<br />48 TdM Units
<br />Total SF
<br />8j800
<br />a,
<br />0
<br />0
<br />0
<br />1,800
<br />-ijw
<br />0
<br />2,500
<br />3AW
<br />a
<br />8.8W NL4 RentaW
<br />Bldg A4-- Grand Total
<br />Gross SF
<br />SX5
<br />W
<br />WO
<br />8XIS
<br />IOX10
<br />1-OX15
<br />10IC20
<br />IMS
<br />IOX30
<br />M25
<br />TOW
<br />Units
<br />54
<br />1
<br />92
<br />3
<br />138
<br />86
<br />79
<br />28
<br />41
<br />1
<br />$22 Total Units
<br />TdtalsF
<br />77.6715
<br />1,,,350
<br />40
<br />4.6W
<br />240
<br />113�QW
<br />IZ9W
<br />15.8W
<br />7.0W
<br />12-300
<br />375
<br />68,OW Net Rentable
<br />1.30 Ave SI=Ah*
<br />88% Ellidency
<br />LIP to 2W @
<br />5%
<br />5
<br />0
<br />6
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />11 5%
<br />Ow 20D @
<br />.2%
<br />0
<br />0
<br />0
<br />4
<br />2
<br />0
<br />0
<br />0
<br />0
<br />.9 2%
<br />TOW
<br />a
<br />0
<br />0
<br />4
<br />2
<br />a
<br />0
<br />0
<br />0
<br />21),
<br />I&T
<br />,$�rr , -41177179-71T 714iot
<br />COMCBECK
<br />COMcheck Software Version 4.0.8.2
<br />Envelope Compliance Certificate
<br />Energy Code: 2017 Florida Building Code, Energy Conservation
<br />Project r6e: Zeoyrhills Self Storap
<br />ZRWVY1111113, MCWTual
<br />climate Zonw, 2a
<br />Project Type: New Construction
<br />Vartical GlaAng / Wall Area: 3%
<br />Construction Site: Owner/Agent
<br />Designer/Contractor
<br />Zephyrhills, FL
<br />Stinard Architect:ure, Inc.
<br />Cartersville, GA
<br />Additional Efficiency Package(s)
<br />High efficiency HVAC. Systems that do not meet the performance req*emwft will be iden0ed in the mechanical requirements dawist
<br />report,
<br />Building Area
<br />FloorArea
<br />I -Warehouse: Nonresidential
<br />26041
<br />Envelope Assemblies
<br />A"embly
<br />Gross Area
<br />Cavity ConL
<br />Proposed
<br />Budget U-
<br />or
<br />R-Value R-Value
<br />U-Factor
<br />Factor(.)
<br />Perimeter
<br />Floor 1: Slab-On-Grade'Unheated, Pidg. Use I - Warehouse] (c)
<br />663
<br />0.730
<br />0.730
<br />Roof 1: Metal Bulkft Standing Seem; High AJbedo Roof ReWired,
<br />2604
<br />30�O 0.0
<br />0.041
<br />0.035
<br />Filled CavitY With Thermal Slocirs (d), 3-Year-Aged Solar Reftcw"
<br />Index - 76.00 (a), fBidg. Use I - Warehouse]
<br />NQRTEJ
<br />North Wall Mn PNL: Steel -Framed, 16'o.c,, [Bldg. Uee I -
<br />5007
<br />19.0 4.0
<br />0.076
<br />0.077
<br />Warehouse]
<br />EA51
<br />East Wall MTL PNL: Steel-Frarned. 16" o.c., [Mg. Use I - Warehouse]
<br />3380
<br />19.0 4.0
<br />0.076
<br />0.077
<br />Door 3: Glass (> 50% glazing):Metal Frame. Entrwice Door. Perf.
<br />96
<br />-
<br />0.2W
<br />0.830
<br />Specs.: Product ID Kawneer, SHW 0.23, \(T 0.51, 18ft. Use I -
<br />Warehouseil (b)
<br />SOUTH
<br />South MTL PNL Steel -Framed, 16"o.c., [Bldg. Use I - Warehouse]
<br />2003
<br />19.0 4.0
<br />0.076
<br />0.077
<br />South EJFS: Steell-Framed, 16" o.c. [Bldg. Use 1 - Warehouse]
<br />1211
<br />19.0 5.7
<br />0.067
<br />0.077
<br />South Stone: Steel -Framed, 1W o.c., (Bldg. Use I - Warehouse]
<br />342
<br />19.0 0.0
<br />0.109
<br />0.077
<br />WEST
<br />West EIFS: Steel -Framed, 16" o.c., [Bldg. Use I - Warehouse)
<br />1453
<br />19.0 5.7
<br />0.067
<br />0.077
<br />Window 1: Metal Fram with Thermal Breakfixed, Perf. Specs.:
<br />128
<br />- -
<br />0.290
<br />0.500
<br />Product ID Kaweer, SHGC 0.23, VT 0.51, [Bldg. Use 1
<br />Warehouse] (b)
<br />Door 1: Glass (> 50% glazingyMetal Frame, Entrance Door, Perf.
<br />168
<br />0.290
<br />0.830
<br />Specs.: Product ID kawrxw, SHGC 0.23. VT 0.51. PUdg. Use I -
<br />Warehouse) (b)
<br />Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse]
<br />72
<br />0.313
<br />0.610
<br />Project Title: Zephyrhills Seff Storage
<br />Report date: 10/18/18
<br />Data filenarne: P:\North America Dev - Todd AddisorAZephyrhdls FL\CD's\ZephyrhIIIs; COMcheck.cck Page 1 Of 10
<br />Amwn* Offlu And
<br />Caft
<br />Cont
<br />P"O"Illd Sudilet U-
<br />or
<br />R-VMW
<br />R44100
<br />U44mftr Facliort"
<br />wed-slonw. shwi-Franw. lir 0.4,�,. (81da. Lhw I - wanhanal 425
<br />W*
<br />0.0
<br />(a) &Jftw u4a*n so too 110 **we baseline oaWUWJ0ft*Wy, am are no axis
<br />(b) P~9111011 ~ PW%VrMW W40 to ONOW In smadswe *ft NFRC sod aquiraw uwpam% 4*wrawtoka
<br />(0 311111110*00ft Wq=" Wd h9*0 U4001M 6110- k intob* we FAwlom
<br />(0) Vwmal "am bix* w4h ft*ma R-3 5 N**b0*Wft4W dxm #*p4nftw1tI and aw roof dai* eaftwed,10 tho-palirw
<br />(0) R0011110do rQdfd4*WnWtq*oW 1) 3109taged solvirm4sownos - M515 Vim. sMftX="0-1M2)316Wag$d=
<br />, W mdolpros
<br />k* " 04.0.3) W* year apd volar mftftwos 0, 70 twmd oniMMI'm 0.76.4) MW "or opd gollir oftewn W" SIR 11".
<br />EL.777
<br />- 1# - lij a N al
<br />_11MU-TJT�r7.TriTT i��97,141 1 77 -.7 1 k
<br />114
<br />rA A2777- ..A
<br />-:4
<br />0,10
<br />5i.Ad
<br />OUTI.INE SPECIFICATIONS
<br />IGENERAL
<br />1.01 FORM OF AGREEMENT: AIA DOCUMENT A101-2007, "STANDARD FORM OF
<br />AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS OF PAYMENT
<br />IS A STIPULATED SUM", WITH AIA DOCUMENT A201-2007 "GENERAL CONDITIONS OF
<br />THE CONTRACT FOR CONSTRUCTION".
<br />ADMINISTRATION OF THE CONTRACT WILL BE BY THE OWNER.
<br />1.02 CONTRACT DOCUMENT AND FIELD CONDITION REVIEW: THE GENERAL
<br />CONTRACTOR SHALL COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER
<br />AND THE FIELD CONDITIONS, AND REPORT ANY INCONSISTENCIES, ERRORS, OR
<br />OMISSIONS TO THE ARCHITECT BEFORE BEGINNING THE WORK. VERIFY
<br />DIMENSIONS AND FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
<br />DISCREPANCIES BEFORE BEGINNING THE WORK. WHERE DETAILED INFORMATION
<br />IS LACKING, REQUEST INSTRUCTIONS FROM THE ARCHITECT.
<br />1.03 DEFINITIONS:
<br />FURNISH: UNLESS OTHERWISE DEFINED IN GREATER DETAIL, SUPPLY AND
<br />DELIVER AN ITEM TO THE PROJECT SITE, READY FOR INSTALLATION.
<br />INSTALL: UNLESS OTHERWISE DEFINED IN GREATER DETAIL, PLACE AN ITEM IN
<br />THE PROJECT SO THAT IT IS READY FOR SERVICE OR USE.
<br />PROVIDE: UNLESS OTHERWISE DEFINED IN GREATER DETAIL, FURNISH AND
<br />INSTALL AN ITEM, COMPLETE AND READY FOR INTENDED USE.
<br />1.04 SUBMITTALS: THE CONTRACTOR SHALL REVIEW EACH SUBMITTAL FOR
<br />CONFORMANCE WITH THE CONTRACT DOCUMENTS AND COORDINATION WITH THE
<br />WORK, AND APPLY THE CONTRACTOR'S SIGNED REVIEW STAMP TO THE SUBMITTAL
<br />CERTIFYING COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTALS
<br />WITHOUT THE CONTRACTOR'S REVIEW STAMP WILL BE RETURNED WITHOUT
<br />REVIEW. TRANSMIT ALL SUBMITTALS TO THE ARCHITECT. REVISE AND RESUBMIT
<br />SUBMITTALS AS REQUIRED. SCHEDULE SUBMITTALS TO AVOID DELAY IN THE
<br />PROGRESS OF THE WORK, ALLOWING 14 DAYS FROM ARCHITEC-rS RECEIPT FOR
<br />INITIAL SUBMITTAL REVIEW, AND 7 DAYS FOR SUBSEQUENT RESUBMITTAL
<br />REVIEWS. SUBMIT RELATED ITEMS AS A SINGLE PACKAGE.
<br />PRODUCT DATA: SUBMIT PDFs MARKED TO CLEARLY INDICATE APPLICABLE
<br />PRODUCTS, MODELS, OPTIONS, AND ANY DEVIATIONS FROM THE CONTRACT
<br />DOCUMENTS.
<br />SHOP DRAWINGS: SUBMIT PDFs UNLESS OTHERWISE INDICATED OR REQUIRED.
<br />PROVIDE DIMENSIONED DRAWINGS AND DETAILS, INCLUDING ADJACENT
<br />CONSTRUCTION AND RELATED WORK, AND CLEARLY INDICATE ANY
<br />DEVIATIONS FROM THE CONTRACT DOCUMENTS. WHERE INDICATED, SUBMIT
<br />SHOP DRAWINGS AND ENGINEERING CALCULATIONS SEALED BY A DESIGN
<br />PROFESSIONAL REGISTERED TO PRACTICE IN THE JURISDICTION WHERE THE
<br />PROJECT IS LOCATED. CLOUD AND IDENTIFY ALL REVISIONS ON EACH
<br />RESUBMITTAL.
<br />SAMPLES: SUBMIT 2 SAMPLES PLUS THE NUMBER REQUIRED BY THE
<br />CONTRACTOF, UNLESS OTHERWISE INDICATED. SUBMIT ADDITIONAL SAMPLES
<br />AS NECESSARY TO INDICATE T14E RANGE OF COLOF, FINISH AND TEXTURE TO
<br />BE PROVIDED.
<br />1.05 CUTTING AND PATCHING: CONTRACTOR IS RESPONSIBLE FOR CUTTING, FITTING,
<br />AND PATCHING REQUIRED TO COMPLETE T14E WORK OR TO MAKE ITS PARTS FIT
<br />TOGETHER PROPERLY. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN
<br />AMANNER T14AT WILL REDUCE THEIR LOAD CARRYING CAPACITY. PROTECT
<br />EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE.
<br />PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. RESTORE
<br />EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO
<br />ADJOINING CONSTRUCTION IN A MANNER T14AT WILL ELIMINATE EVIDENCE OF
<br />PATCHING.
<br />1.06 PRODUCTS: PRODUCTS ARE ITEMS PURCHASED BY THE CONTRACTOR FOR
<br />INCORPORATION INTO THE WORK. SELECT PRODUCTS THAT COMPLY WITHT THE
<br />CONTRACT DOCUMENTS AND GOVERNING REGULATIONS ACCORDING TO THE
<br />FOLLOWING:
<br />SEMI -PROPRIETARY SPECIFICATION: WHERE PRODUCTS OR MANUFACTURERES
<br />ARE NAMED FOLLOWED BY THE TERM "OR APPROVED SUBSTITUTE", THE
<br />CONTRACTOR MAY SUBMIT UNNAMED PRODUCTS TO THE ARCHITECT FOR
<br />APPROVAL.
<br />COMPLIANCE SPECIFICATION: WHERE ONLY COMPLIANCE WITH A CODE,
<br />STANDARD, OR REGULATION IS INDICATED, PROVIDE A PRODUCT THAT
<br />COMPLIES.
<br />DESCRIPTIVE SPECIFICATION: WHERE EXACT CHARACTERISTICS ARE
<br />INDICATED, PROVIDE A PRODUCT THAT COMPLIES.
<br />DELIVER, STORE, AND HANDLE PRODUCTS IN ACCORDANCE WITH THE
<br />MANUFACTURER'S RECOMMENDATIONS. INSTALL PRODUCTS IN ACCORDANCE
<br />WITH THE MANUFACTURER'S INSTRUCTIONS; WHERE MANUFACTURER'S
<br />INSTRUCTIONS CONFLICT WITH THE CONTRACT DOCUMENTS, REQUEST DIRECTION
<br />FROM THE ARCHITECT.
<br />1.07 QUALITY CONTROL: THE OWNER WILL PROVIDE AN INDEPENDENT AGENCY TO
<br />PERFORM TESTING AND INSPECTIONS INDICATED, OR REQUIRED BY THE
<br />AUTHORITIES HAVING JUSRISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE
<br />COSTS OF RETESTING, WHERE THE RESULTS OF TESTS AND INSPECTIONS
<br />PERFORMED INDICATE NONCOMPLIANCE WITH REQUIREMENTS. COOPERATE WITH
<br />TESTING AND INSPECTION AGENCIES, INCLUDING SCHEDULING TESTS AND
<br />INSPECTIONS, PROVIDING ACCESS TO THE WORK, FURNISHING INCIDENTAL LABOR,
<br />AND PROVIDING SECURITY AND PROTECTION OF SAMPLES. PROTECT
<br />CONSTRUCTION EXPOSED BY OR FOR TESTING AND INSPECTION, AND REPAIR
<br />2 SITEWORK
<br />2.01 EARTRWORK
<br />GENERAL: SEE CIVIL DRAWINGS, STRUCTURAL DRAWINGS, AND GEOTECHNICAL
<br />REPORT FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS SECTION.
<br />GEOTECHNICAL ENGINEERING: PERFORM SITE PREPARATION, FILL, BACKFILL,
<br />COMPACTION AND GRADING OPERATIONS UNDER A QUALITY CONTROL PROGRAM
<br />MONITORED BY THE OWNEWS GEOTECHNICAL ENGINEER.
<br />2.02 TERMITE TREATMENT: ENGAGE A LICENSED PROFESSIONAL PEST CONTROL
<br />OPERATOR TO APPLY A SOIL TREATMENT TERMITICIDE BEARING A FEDERAL
<br />REGISTRATION NUMBER OF THE EPA AND REGISTERED WITH T14E LOCAL
<br />AUTHORITIES HAVING JURISDICTION. APPLY IN ACCORDANCE WITH THE
<br />MANUFACTURER'S INSTRUCTIONS.TREAT UNDER ALL BUILDING SLABS, ALONG
<br />BOTH SIDES OF FOUNDATION WALLS, AT ALL PENETRATIONS, AND IN ALL HOLLOW
<br />VOIDS OF FOUNDATION CONSTRUCTION. REAPPLY TREATMENT TO AREAS
<br />DISTURBED BY SUBSEQUENT CONSTRUCTION OR LANDSCAPING. PROVIDE A FIVE
<br />YEAR WRITTEN WARRANTY AGAINST TERMITE INFESTATION, AGREEING TO
<br />RETREAT AND REPAIR DAMAGE.
<br />2.03 FOUNDATION DRAINAGE:
<br />PRODUCTS:
<br />DRAINAGE PIPE: ASIM F667, CORRUGATED POLYETHYLENE PIPE AND FITTINGS,
<br />PERFORATED, WITH COUPLINGS FOR SOIL TIGHT JOINTS.
<br />FILTER FABRIC: NONWOVEN SYNTHETIC FIBER GEOTEXTILE FABRIC; "MIRAFIL
<br />160N" BY TENCATE GEOSYNTBETICS AMERICAS, OR APPROVED SUBSTITUTE.
<br />DRAINAGE FILL: WASHED CRUSHED STONE, ASTM C33 NO. 57.
<br />INSTALLATION: INSTALL PERFORATED PIPE WITH PERFORATIONS DOWN, JOINING
<br />PIPES AND FITTINGS WITH SOILTIGHT JOINTS. PROVIDE CLEAN -OUTS AT MAXIMUM
<br />75 FOOT INTERVALS. PLACE GRAVEL AS INDICATED, SURROUNDED BY FILTER
<br />FABRIC.
<br />EXTEND PIPE TO DAYLIGHT, PITCHED IN DIRECTION OF FLOW AT MINIMUM 1%
<br />SLOPE.
<br />W :Wmm� C/) Q�
<br />ly- �2 (n UJ W
<br />W U_ U) _J
<br />0� FJ - <
<br />< _J >_ UJ UJ 0 _J <
<br />a- U_ UJ
<br />1J, < M Cr < UU] W
<br />-<J W U=J C,
<br />W 0 LL U
<br />F-- F-- -00 0
<br />V - 0 U=3 U
<br />) Y < D
<br />LU < 0 F- 2� fl� < 0 lay
<br />0 Z Z D 0 0 cr YJ W 0
<br />0 E;-) Z D C/) �-- U_ ja� C�
<br />F- 0 0 0 1— LL
<br />< J) U 0 W
<br />CQ 0- =) U Z W Z co
<br />CD -OLU U
<br />W W a- cr D
<br />of 0 ['r W WU ix
<br />cr p LL Z < Q� [__ �-
<br />< W �- 0 0 W co - Z U)
<br />Cr CL U 0 U C� C� U_ _J = < Z
<br />0 0 UJ W UJ ti- _J 0 U a- 0 (D
<br />UJ a,- �- Cr < LU O� UJ U Z
<br />0- - UJ - < . < cr
<br />V) = = a LU E = 3:
<br />UJ W U - W F_ < LU Fr UJ U <
<br />U W �__ < W It
<br />UJ af a
<br />< M < a- IF) o 0 > c� c�
<br />a)
<br />bfi
<br />M
<br />7�
<br />03
<br />xi
<br />U
<br />0
<br />I U
<br />pt U %Nil
<br />ISSUE: FOR CONSTRUCTION
<br />REVISIONS: I I
<br />PROJECT NUMBER
<br />201812
<br />DATE 4-3-19
<br />I I SHEET NUMBER I I
<br />A002
<br />
|