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UL DESIGNS
<br />Design No. U904
<br />September 30, 20 10
<br />Bearing Wall Rating - 3 HR.
<br />Nonbearing Wall Rating - 3 JUL
<br />Load Restricted for Canadian Applications - See Guide BXUV7
<br />0.
<br />n
<br />7 MIN",
<br />izontol Section
<br />4
<br />(D(�
<br />1. Concrete Blocks* - Various designs. Classification C-3 (� hr).
<br />See Concrete Blocks category for list of eligible manufacturers.
<br />2. Mortar - Blocks laid in full bed of mortarnom. 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 lime (by cement volume). Verticaljoints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used- Attached to
<br />concrete bolcks (Itern 1).
<br />4. Loose Masonry FM - 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, Thermax Light Duty Insulation, Thermax
<br />Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci
<br />Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)
<br />*Bearing the UL Classification Mark
<br />Reprinted from the Online Certifications Directory with permission from UL
<br />C 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 Hr
<br />L Rating At Ambient - L ass Than I CFMsq ft
<br />L Rating At 400 F - 2 CFAVsq ft
<br />W Rating - Class I
<br />SECTION' A -A
<br />1. Floor Assembly -Min4-1/2 in.( 114mm) thick reinforced lightweight or normal weight (100-150pcf
<br />or 1600 - 2400 lcg/m 3 ) concrete. Wall may also be constructed of any UL Classified Concrete Blocks'. Max
<br />diam of opening is 25-7/8 in. (657 min).
<br />See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of
<br />manufactafers-
<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 im(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 use&
<br />.A. Steel Pipe- Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (orheavier) 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- Nom 4 in. (102 min) (or smaller) steel electrical metallic tubing.
<br />E. Copper Tubing - Nom 6 in. (152 min) diam (or smaller) Type L (or heavier) copper
<br />tube.
<br />F. Copper Pipe - Nom 6 in. (152 nun) diam (or smaller) Regular (or heavier) copper pipe.
<br />3. Firestop System - The details ofthe firestop system shall be as follows:
<br />A. Packing Material - Min 3 in. (76 mrn) thickness ofmin 4 pef(64 kg J M) mineral wool
<br />bait 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 of fill material.
<br />B. Fill, Void or Cavity Materials* - Sealant - Min 1/4 in. (6 nim) thickness of fill
<br />material applied within the annulus, flush with top surface of floor. Min 1/2 in. (13 mm) diam
<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 />02013ULLLC Reprinted from the Online Certifications Directory with permission from UL
<br />G=R & D.S. CALC
<br />.Mhift,FL
<br />Zo�&,
<br />Guft,ff and Downspout SidBg
<br />Building A
<br />BuildingB
<br />Building F
<br />Bulding Parww.ters
<br />Depth
<br />DVth
<br />Depth
<br />Bldg Depth.at Gatter (ft)
<br />130
<br />30
<br />-40
<br />GWu Igmgth (ft)
<br />24:
<br />Gutter Width (m)
<br />Gutter Depth (in)
<br />S
<br />J15
<br />6
<br />DS Width (in)
<br />41
<br />4
<br />DS, Depth (in)
<br />6
<br />4,
<br />4
<br />2017 Ftoridis Phind4ug Code 1166
<br />100 Year Hourly Rainfal.1 Rate (in per hr) F1 106-1
<br />45
<br />43
<br />-4.5
<br />CF per Hr per DS or Gufter Icagth
<br />1170
<br />�34
<br />450
<br />,GPIH perDS or Gutter 1AM0
<br />9752
<br />2529
<br />3366
<br />GPM per DS or Gutter I&ngffi
<br />146
<br />43
<br />57
<br />DoWnWuts;-_
<br />Max GPM Capacity (T 11 W-2)
<br />563 OK
<br />4W OK
<br />1,180 OK
<br />Gutters -
<br />Max GPM Capacity @ 1/16" perl (T 1106-2)
<br />__505� OK
<br />24-3 OK
<br />.:243 OK
<br />1993 S1%LkC3NA
<br />QW Fact"
<br />10"'Vi
<br />i0eyr
<br />10 Yr
<br />100 yr
<br />10 Yr
<br />100 Yr
<br />5 Nfinute Intensity (in per hr for S min)
<br />93
<br />191
<br />1-111111,
<br />1.0-1
<br />RoofArea per DS Arm (sfper si)
<br />140.01
<br />11"�
<br />140-0
<br />Downspouts--
<br />DS Area (sq in)
<br />36
<br />16
<br />16
<br />b&x Roof A= per DS
<br />5W
<br />3960
<br />2240
<br />1760
<br />22240
<br />1760
<br />Actual Factored XoofAaa per DS
<br />3120
<br />900
<br />1200
<br />Check
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />Rtetangular CAtters (NIST Fomm1a)--
<br />Gutter Depth -to -Width -Nr
<br />1-0000
<br />LOW0
<br />1-0000
<br />M11-0
<br />1-0000
<br />1-0000
<br />1.00,00
<br />L11,3/28
<br />1.4057
<br />1.4397
<br />1-4397
<br />LA-A5114
<br />37-68-379
<br />4139923
<br />24.1729.
<br />26-55624
<br />26.79858
<br />2.9-42981
<br />Min Gutter Width W (m)
<br />6-7379,
<br />7.4022
<br />4.4267
<br />4_8631
<br />4.9057
<br />53894
<br />Check
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />Mm Gutter Depth (in)
<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 />0K
<br />OK
<br />OK
<br />OK
<br />Zeptlyrhills Storage
<br />stinam Arcuttectw, tnc-
<br />Unit Mix Tabulation
<br />41112019
<br />SF per Unit
<br />.25
<br />40
<br />50
<br />80
<br />100
<br />150
<br />200
<br />250
<br />300
<br />375
<br />Bldg A Conditioned Storage:
<br />Ist Floor
<br />Gross SF
<br />5X5
<br />5X8
<br />_r�xio
<br />8XIO
<br />10XIO
<br />IGX15
<br />I0x20
<br />10x25
<br />1=0
<br />15x25
<br />Total
<br />Units
<br />18
<br />0
<br />51
<br />2
<br />-49
<br />26
<br />24
<br />8
<br />7
<br />0
<br />185 Total Units
<br />Total SF
<br />23,677
<br />450
<br />0
<br />2.55,0
<br />160
<br />4,900
<br />3.900
<br />4.800
<br />2,
<br />2,100
<br />0
<br />20,8M Net Rentable
<br />Znd, Flo"
<br />Gross SF
<br />'5x5
<br />5xg
<br />5xI0
<br />OxIO:
<br />IWO
<br />10x`t5
<br />10x2b
<br />lQk2,6
<br />IOX-30
<br />15X25
<br />T
<br />utfits
<br />Z6
<br />1
<br />41
<br />1
<br />46
<br />25
<br />19
<br />10
<br />7
<br />0
<br />1185 Total Units
<br />Total SF
<br />26�174
<br />900
<br />40
<br />2.050
<br />80
<br />4,500
<br />3,750
<br />3�800
<br />7_50D
<br />2,10D
<br />0
<br />19,72G Net Rentable
<br />Bldg A Total Conditioned
<br />Gross SF
<br />5x5
<br />5x8
<br />5XI0
<br />8xI0
<br />1OXIO
<br />10x15
<br />10x20
<br />IOX25
<br />10x30
<br />15x2Ek
<br />Total
<br />urift
<br />54
<br />1
<br />92
<br />3
<br />94
<br />51
<br />43
<br />16
<br />14
<br />0
<br />370 Tbtal Units
<br />81% Efficiency
<br />Office SF 83,0
<br />SF per Unit
<br />25
<br />40
<br />'50
<br />80
<br />100
<br />150,
<br />200
<br />250
<br />300
<br />375
<br />Non -Conditioned Storage:
<br />Bldg 8
<br />Gross SF
<br />ZX5
<br />fixg
<br />5xI0
<br />8x10
<br />'IIDX10
<br />10x15
<br />M20
<br />IOX,26
<br />IWO
<br />1SX25
<br />Total
<br />unlits
<br />0
<br />a
<br />&
<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 />0
<br />5,100 Net Rentable
<br />Bldg C
<br />Gross SF
<br />5x5
<br />5XS
<br />5xIQ
<br />800
<br />10xI0
<br />10x15
<br />IWO
<br />10x25
<br />14Dx30
<br />15x25
<br />Total
<br />units
<br />0
<br />4
<br />15
<br />0
<br />a
<br />ig Total Units
<br />TGWSF
<br />3,4QO
<br />0
<br />0
<br />0
<br />0
<br />400
<br />0
<br />3,000
<br />a
<br />a
<br />.0
<br />3,400 Net RentaNe
<br />Bldg.D
<br />Gross SF
<br />5x5
<br />5x8
<br />500
<br />8xI0.
<br />10x10
<br />10x.15
<br />IWO
<br />10x25
<br />10x30
<br />15M
<br />Total
<br />Units
<br />0
<br />0
<br />2
<br />173
<br />7
<br />0
<br />0
<br />1
<br />23. Total Units
<br />Total SF
<br />3.925
<br />a
<br />a.
<br />a
<br />0-
<br />200
<br />1 �9,50
<br />1,AW
<br />a
<br />0
<br />375
<br />31925 Net Rentable
<br />Bldg E
<br />Gross SF
<br />5x5
<br />5xg
<br />5xI0
<br />8x10
<br />IOXIO
<br />10xI5
<br />I0x20
<br />10x,25
<br />10X30
<br />15X25
<br />Total
<br />units
<br />a
<br />0
<br />0
<br />0
<br />20
<br />12
<br />14
<br />46 Total Units
<br />Total -SF
<br />6,600
<br />0
<br />0
<br />2,000
<br />11,11M
<br />2`800
<br />a,
<br />0
<br />0
<br />6,600 Net Rentable
<br />Bldg F
<br />Gross SF
<br />5x5
<br />5x8
<br />5xI0
<br />8xI0,
<br />-10xI0
<br />I-OxIS
<br />10x20
<br />10x25
<br />I OX-30
<br />15X25
<br />Total
<br />Units
<br />a
<br />0
<br />0
<br />18
<br />10
<br />0
<br />ID
<br />in
<br />a
<br />4.8 Total Units
<br />Total sF
<br />8,800
<br />0
<br />0
<br />0
<br />6
<br />1,800
<br />1,500
<br />0
<br />25M
<br />3.000
<br />0
<br />818M Net Rentable
<br />Bldg A-F Grand Total
<br />Gross SF
<br />5x5
<br />54
<br />8x19
<br />11OX10
<br />10x!5
<br />�IWO
<br />110%25
<br />10x30
<br />Ift25
<br />Total
<br />54
<br />1
<br />138
<br />86
<br />79
<br />�28
<br />41
<br />1
<br />Total U�ts
<br />Total SF
<br />TU76
<br />1,350
<br />40
<br />4,600
<br />240
<br />13,800
<br />14W0
<br />15,8M
<br />7,000:12�3(Xl
<br />375
<br />1538�QW Net Rentable
<br />130, Ave SFJUnJt
<br />" EWIO"
<br />uplo " @
<br />51%
<br />5
<br />0
<br />6
<br />0
<br />0
<br />.0
<br />0
<br />0
<br />0
<br />0
<br />11 5%
<br />Over 2W @
<br />.2%
<br />a
<br />0
<br />0,
<br />4
<br />2
<br />0
<br />0
<br />0
<br />0,
<br />2%
<br />'Total
<br />a
<br />16
<br />0"
<br />4
<br />2
<br />a
<br />a
<br />a
<br />0
<br />�m
<br />NDle: Unit sizes indicated are noKmal, and are subject to valriation
<br />COMCBECK
<br />COMcheck Software Version 4.0.8.2
<br />Envelope Compliance Certificate
<br />Project Information
<br />Energy Code: 2017 Florida Building Code, Energy Conservation
<br />Project Title: Zephyrhills Seff Storage
<br />W.4 4_ZP1yM11lS, rfV[[Ua
<br />Climate Zone: 2a
<br />Project Type: New Construction
<br />Vertical Gla2ing / Wall Area: 3%
<br />Construction Site: Owner/Agent:
<br />Designer/Contracgor:
<br />Zephyrhills, FL
<br />Stinard Architecture, Inc.
<br />Cartersville, GA
<br />Additional Efficiency Package(s)
<br />High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist
<br />report.
<br />Building Area
<br />Floor Area
<br />1 -Warehouse: Nonresidential
<br />26041
<br />Envelope Assemblies
<br />Assembly
<br />Gross Area Cavity Cont. Proposed Budget U-
<br />or R-Value R-Value 1.11-Factor Factor(a)
<br />Perimeter
<br />Floor 1: Slab-On-Grade:Unheated, (Bldg. Use 1 - Warehouse] (c)
<br />663 - - 0.730 0.730
<br />Roof 1: Metal Building, Standing Seam-, High Athedo Roof Required,
<br />2604 30.0 0.0 O�041 0.035
<br />Filled Cavity with Thermal Blocks (d), 3-Year-Aged Solar Roffectance
<br />Index = 75.00 (e), [Bldg. Use 1 - Warehouse]
<br />North Waft MTL PNL: Steel -Framed, 16" o.c., [Bldg. Use I -
<br />5W7
<br />19�0 4.0
<br />O�076
<br />0,077
<br />Warehouse]
<br />EASI
<br />East Wail MTL PNL Steel -Framed, 16"o,c., [Bldg. Use 1 - Warehouse)
<br />3380
<br />19�0 4.0
<br />0.076
<br />0.077
<br />Door 3: Glass (> 50% glazing): Metal Frame, Entrance Door, Perf.
<br />96
<br />- -
<br />0.290
<br />0.830
<br />Specs.: Product ID Kawneer, SHGC 0.23, VT 0.51, f8ldg. Use 1 -
<br />Warehouse) (b)
<br />SOUTH
<br />South MTL PNL: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse]
<br />2003
<br />19.0 4,0
<br />0.076
<br />OX7
<br />South EIFS: Steel -Framed, 16" o.c., (Bldg, Use I - Warehouse]
<br />1211
<br />19.0 5.7
<br />0.067
<br />0.077
<br />South Stone: Steel -Framed, 16'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 />O�077
<br />Window 1 - Metal Frame with Thermal Break:Fixed, Perf. Specs.:
<br />128
<br />- -
<br />0.290
<br />0.500
<br />Product ID Kaweer, SHGC 0.23, VT 0.51, (Bldg. Use I -
<br />Warehouse] (b)
<br />Door 1: Glass (> 50% gtazing):Metal Frame, Entrance Door, Perf.
<br />168
<br />0.290
<br />0,830
<br />Specs.: Product ID kawneer, SHGC 0.23, VT 0,51, [Bldg, Use I -
<br />Warehouse] (b)
<br />Door 2: Insulated Metal, Swinging, [Bldg. Use I - Warehouse]
<br />72
<br />0.313
<br />0.610
<br />Project Title: Zephyrhills Self Storage
<br />Report date: 10/18/18
<br />Data filename: P:NNorth America Dev - Todd Addison\Zephyrhills FL\CD's\Zephyrhills COMcheck.cck
<br />Page
<br />I Of 10
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<br />Envem" c4mownwe statment.
<br />Compfiance Statement The proposea envelope ft�gn reprew�teci in "ft doCument Is Consistent voith the building plam,
<br />Specifications, and other caillcu"_ions submittect WiM fts PerMit 3WIC400M The proposed cAvelope *rstems have been
<br />designed to meet ttle 2017 Florida Suiliding, C-ode, En"y Coo r on ulre COMcfteck V0'rlon 4,0.8.2 and to com;#y
<br />with any applicable mandatory requi, s listed lo on chec
<br />Name - Title -0
<br />Ngnatum, Date
<br />OUnM SPECIMCATIONS
<br />IGENERAL
<br />1.01 FORM OF AGREEMENT: AIA DOCUNENT A101-2007, "STANDARD FORM OF
<br />AGREEMENT BETWEEN OWNER AND CONTRACTOR VaffiRE THE BASIS OF PAYMENT
<br />IS A STIPULATED SUM", WITH AIA DOCUMENT A201-2007 "GENERAL CONDITIONS OF
<br />TBE CONTRACT FOR CONSTRUCTION".
<br />ADMIMSTRAT10N OF THE CONTRACT WILL BE BY THE OWNER-
<br />1.02 CONTRACT DOCUMENT AND FEELD CONDITION REVIEW: THE GENERAL
<br />CONTRACTOR SHALL COMPARE TBE CONTRACT DOCUMENTS WITH EACH OTFIER
<br />AND THE FIELD CONDITIONS, AND REPORT ANY INCONSISTENCIES, ERRORS, OR
<br />ONUSSIONS, TO THE ARC111TECT BEFORE BEGMNING THE WORK. VERIFY
<br />DEYMNSIONS AND FIELD CONDITIONS AND NOTFY TBE ARCHITECT OF ANY
<br />DISCREPANCIES BEFORE BEG1NNING TflE WORK. VTMRE DETAELED INFORMATION
<br />IS LACKING, REQUEST INSTRUCTIONS FROM TBE ARCHITECT.
<br />1.03 DEFINITIONS:
<br />FURNISH: UNLESS OT-FIERWISE DEFINED IN GREATER DETAEL, SUPPLY AND
<br />DELIVER AN ITEM TO THE PROJECT SITE, READY FOR INSTALLATION.
<br />INSTALL: UNLESS OTFIERWISE DEFINED IN GREATER DETAIL, PLACE AN ITEM IN
<br />THE PROJECT SO THAT IT IS READY FOR SERVICE OR USE.
<br />PROV1DE: UNLESS OTBERWISE DEFINED IN GREATER DETAIL, FURNISH AND
<br />INSTALL AN ITEM, COMPLETE AND READY FOR INTENDED USE.
<br />1.04 SUBNHTTALS: TBE CONTRACTOR SHALL REVIEW EACH StTBNUTTAL FOR
<br />CONFORMANCE WITH TBE CONTRACT DOCUMENTS AND COORDINATION WITH THE
<br />WORK, AND APPLY TUE CONTRACTOWS SIGNED REVIEW STAMT TO THE SUBNHTTAL
<br />CERTIFYING COMPLIANCE WITH TBE CONTRACT DOCUMENTS. SUBMITTALS
<br />WITHOUT THE CONTRACTOR'S REVIEW STAW WELL BE RETURNED WITHOUT
<br />REVIEW. TRANSNUT ALL SUBMITTALS TO TTIE ARCIRTECT. REVISE AND RESUBNUT
<br />SUBNHTTALS AS REQUIRED. SCIHEDULE SUBNUTTALS TO AVOID DELAY IN TBE
<br />PROGRESS OF TBE WORK, ALLOWING 14 DAYS FROM ARC141TECT'S RECEIPT FOR
<br />MITIAL SUBMITTAL REVIEW, AND 7 DAYS FOR SUBSEQUENT RESUBNHTTAL
<br />REVIEWS. Stfl3NUT RELATED ITEMS AS A SINGLE PACKAGE.
<br />PRODUCT DATA: SLTBI�HT PDFs NLARKED TO CLEARLY INDICATE APPLICABLE
<br />PRODUCTS, MODELS, OPTIONS, AND ANY DEVIATIONS FROM TBE CONTRACT
<br />DOCUMENTS.
<br />SHOP DRAWINGS: SUBMIT PDFs UNLESS OTHERWISE INDICATED OR REQUIRED.
<br />PROVIDE DRAENSIONED DRAWINGS AND DETAILS, INCLUDING ADJACENT
<br />CONSTRUCTION AND RELATED WORK, AND CLEARLY INDICATE ANY
<br />DEVIATIONS FROM TBE CONTRACT DOCUMENTS. WHERE INDICATED, SUBMT
<br />SHOP DRAWINGS AND ENGINEERING CALCULATIONS SEALED BY A DESIGN
<br />PROFESSIONAL REGISTERED TO PRACTICE IN TTIE JURISDICTION WHERE THE
<br />PROJECT IS LOCATED. CLOUD AND IDENTIFY ALL REVISIONS ON EACH
<br />RESUBMITTAL.
<br />SANWLES: SUBMIT 2 SAMTLES PLUS TUE NUMBER REQUIRED BY TBE
<br />CONTRACTOR, UNLESS OTBERWISE INDICATED. SUBMIT ADDITIONAL SAMPLES
<br />AS NECESSARY TO INDICATE THE RANGE OF COLOR, FIMSH AND TEXTURE TO
<br />BE PROVIDED.
<br />1.05 CUTITNG AND PAMUNG: CONTRACTOR IS RESPONSIBLE FOR CUTTING, FITTING,
<br />AND PAMENG REQUIRED TO CONWLETE TBE WORK OR TO MAKE ITS PARTS FIT
<br />TOGETI]ER PROPERLY. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN
<br />AMANNER T14AT WILL REDUCE TBEIR LOAD CARRYING CAPACITY. PROTECT
<br />EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE.
<br />PATCHWITH DURABLE SEAMS THAT ARE AS R'OnSIBLE AS POSSEBLE. RESTORE
<br />EXPOSED FMSFIES OF PATCBED AREAS AND EXTEND FMSH RESTORATION INTO
<br />ADJODUNG CONSTRUCTION IN A MANNER T14AT WILL ELMNATE EV1DENCE OF
<br />PATCHING.
<br />1.06 PRODUCTS: PRODUCTS ARE ITEMS PURCHASED BY TBE CONTRACTOR FOR
<br />INCORPORATION INTO THE WORK. SELECT PRODUCTS T1-1AT COMPLY WITHT THE
<br />CONTRACT DOCUMENTS AND GOVERNING REGULATIONS ACCORDING TO TBE
<br />FOLLOWING:
<br />SEMI -PROPRIETARY SPEC1FICATION: WHERE PRODUCTS OR MANUFACTURERES
<br />ARE NANED FOLLOWED BY TTIE TERM "OR APPROVED SUBSTITUTE", TBE
<br />CONTRACTOR MAY SUBMIT UNNAMED PRODUCTS TO TTIE ARCFHTECT FOR
<br />APPROVAL.
<br />CONWL1ANCE SPECrFICATION: VJMRE ONLY COMPLLkNCE WITT-1 A CODE,
<br />STANDARD, OR REGULATION IS INDICATED, PROV1DE A PRODUCT THAT
<br />COMPLIES.
<br />DESCRIPTIVE SPECIFICATION: WHERE EXACT CHARACTERISTICS ARE
<br />INDICATED, PROVIDE A PRODUCT T11AT CONWLIES.
<br />DELfVER, STORE, AND HANDLE PRODUCTS IN ACCORDANCE WITH TTIE
<br />MANUFACTUREWS RECOMAffiNDATIONS. INSTALL PRODUCTS IN ACCORDANCE
<br />WITH TBIE MANUFACTUREWS INSTRUCTIONS; ViFIERE MANUFACTUREWS
<br />INSTRUCTIONS CONFLICT WITT-1 THE CONTRACT DOCUMENTS, REQUEST DIRECTION
<br />FROM TBE ARMTECT.
<br />1.07 QUALITY CONTROL: THE OViNER WILL PROVIDE AN 1NDEPENDENT AGENCY TO
<br />PERFORM TESTING AND INSPECTIONS INDICATED, OR REQUIRED BY THE
<br />AUTHORITTES HAVING JUSRISDICTION. TBE CONTRACTOR IS RESPONSIBLE FOR THE
<br />COSTS OF RETESTING, WHERE THE RESULTS OF TESTS AND INSPECTIONS
<br />PERFORMED INDICATE NONCOMPLLANCE WITH REQUIREMENTS. COOPERATE WITH
<br />TESTING AND INSPECTION AGENCEES, INCLUDING SCHEDULING TESTS AND
<br />INSPECTIONS, PROV1DING ACCESS TO TBE WORK, FURNISEIING INCIDENTAL LABOR,
<br />AND PROVIDING SECURITY AND PROTECTION OF SAWLES. PROTECT
<br />CONSTRUCTION EXPOSED BY OR FOR TESTING AND INSPECTION, AND REPAIR
<br />CONSTRUCTION DAMAGED BY TESTING OR INSPECTION.
<br />2 SITEWORK
<br />2.01 EARTHWORK
<br />GENERAL: SEE CIVIL DRAWINGS, STRUCTURAL DRAWINGS, AND GEOTECEMCAL
<br />REPORT FOR ADDMONAL REQUIREMENTS THAT APPLY TO TfHS SECTION.
<br />GEOTECEMCAL ENGINEERING: PERFORM SITE PREPARATION, FELL, BACKFILL,
<br />COMPACTION AND GRADING OPERATIONS UNDER A QUALITY CONTROL PROGRAM
<br />MONITORED BY TIHE OWNEWS GEOTECEMCAL ENGINEER.
<br />2.02 TERMITE TREATMENT: ENGAGE A LICENSED PROF'ESSIONAL PEST CONTROL
<br />OPERATOR TO APPLY A SOIL TREATMENT TERNUTICIDE BEARING A FEDERAL
<br />REGISTRATION NUMBER OF THE EPA AND REGISTERED WITH TBE LOCAL
<br />AUTHORITI]ES 11AVING JURISDICTION. APPLY IN ACCORDANCE WITH TBE
<br />MANUFACTUREWS INSTRUCTTONS.TREAT LJNDER ALL BUILDING SLABS, ALONG
<br />BOTH SMES 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 FIFVE
<br />YEAR WRITTEN WARRANTY AGAINST TERMITE INFESTATION, AGREEING TO
<br />RETREAT AND REPAIR DAMAGE.
<br />2.03 FOLTNDATION DRAINAGE:
<br />PRODUCTS:
<br />DRAINAGE PIPE: ASTM F667, CORRUGATED POLYETHYLENE PIPE AND FITTINGS,
<br />PERFORATED, WITH COUPLINGS FOR SOIL TIGHT JOINTS.
<br />FILTER FA_BR1C: NONWOVEN SYNTBETIC FEBER GEOTEXTILE FABRIC; "N11RAFIL
<br />160N" BY TENCATE GEOSYNTLIETICS AMERICAS, OR APPROVED SUBSTITUTE.
<br />DRAINAGE FILL: WASBED CRUSHED STONE, ASTM C33 NO. 57.
<br />INSTALLATION: INSTALL PERFORATED ME WITH PERFORATIONS DOWN, JORSHNG
<br />PIPES AND FITTINGS WITH SOIELTIGHT JOINTS. PROV1DE CLEAN -OUTS AT MAXPAUM
<br />75 FOOT INTERVALS. PLACE GRAVEL AS INDICATED, SURROUNDED BY FILTER
<br />FABRIC.
<br />EXTEND PIPE TO DAYLIGHT, PITCHED IN DIRECTION OF FLOW AT MINDAUM 1%
<br />SLOPE.
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<br />ISSUE: FOR CONSTRUCTION
<br />REVISIONS: I I
<br />PROJECT NUMBER
<br />201812
<br />DATE 4-3-19
<br />I I SUEET NUMMER I I
<br />
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