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Home My WebLink About2728 LOKER AVE W; ; CB920813; Permit'· City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-20-2004 Building Perinit Permit No:CB920813 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 2728 CTI LOKER AV WEST CBAD 2090812300 $353,330.00 B2 Sub Type: ·Lot#: Const Type: Reference#: Project Title: TI 14450 SF OFF 9133 SF MFG 14411 SF WHSE NEW Applicant: Owner: Status: Applied: Entered By: Appr/Issued: Inspect Area: SATTERLEE, VIRGINIA CARLSBAD CROSSROADS LTD 5666 LA JOLLA BL #139 LA JOLLA, CA 92037 619-431-7233 Total Fees: $0.00 Description $15,838.00 * ELECTRICAL TOTAL * MECHANICAL TOTAL * PLUMBING TOTAL Building Fermi t C. Enter Y to Autocalc Li Plan Check Strong Motion Fee Inspector: fY· Payments To Date: $15,838.00 FINAL APPROVAL Date: UJ,/1 (1tJtJ3 Clearance: FINAL 08/14/1992 CD 01/20/1993 PY Balance Due: Fee 510.00 260.00 104.00 1,529.00 5,936.00 6,431.00 994.00 74.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'foes/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been oiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. ORIGINAL FOLDER MISSING FOR CB920813 MISSING: ORIG PERMIT, APPLICATION,PLAN CHECK COMMENTS,ETC. 'I I I it t ' I 1 _. OFF, M F-C~---/" N J+-s~ -0-7-,...%, I.-.,,~ . o/L-_ r{/3 _____ , 2--7-z-/4 ~ K5=-t:... Av ~) ), r 1 ! I I+ ( «=f ~ 1-Z... /~ "1-:.J_;-.) i=<O C,_c, f I (E,..j::) ~ ~ -=F°0 c..:pE--fZ-.. 4-- f==DdZ.- '61~"8 q,~ Je__ C.L.r--~ f?r-c:~ ~ "'J12:.1 ~ L , 7.-/ , ,r/q--?..--CL" 1 /' n.__. ~ f/ /-;,../-z--Z... 'F-1 I ~ ~ -F-. I JJ=~ f"b<L r_.,,,_,~""-..,.-- J-Z.-j-vf, GD ~ ~ 'tl'M \ ~ . VA-Lu£. c..~6-£.v . APPROVALS Required I Received Date c, 1 • ..,__ "L/ -7 ~ •·!r/mg ()-(.,.-q~,, ·'llllg ·o -G, -'7"'L.'.-( ,,, •11eering I I t, 1 u r ) ·j 1 : ;tai -: : = __I t",·dlth _ ] Assoc -------~ , ,,_ ;-,,., k.2n ~ to ~ d;; ---N '/= I q '? u ~-,,L / I f'"' ~f:\~ 'I' 1:1 tT~~~ &1 . ,•,• I :C, ·~ , • f:f j-f\!' i..,,. ,. ·. ,:J f~ .~ -RtfE§ ~ 1,1q,...'~ t:4l .. r-J-tj1 ._f-/ 1(.,,, ·qoRJA ~ 1 ,1 I! • '· • r • 1 • 1 l'.'l u ;., "" "' ,~,--, :J::-1 ii.;} ~-P· :r2APil. ' "::: Fe/W '. ~1 =--/t?/"-/q-z--p>-$-;.,1 ue / ---"] -·~4' '<-!-....;..,:;lri,,. ,, . .., t ~:'.:)---.. .,.... " \ \ ,,_· £0-2-,7-Cj--Z... / DATE -----=='--=--. ,...N~---/ ENGR V'-'· burkett &wong SHEET __ E_5_-_I __ _ ·JOB NO 3 't!J~J e- PROJECT structural · & civil engineers- C/47U-1 IJ·trP C-R.ff& $ R.C77H:J ($LI? c.-;; .. ~ • ~ ;=L op ev / N 65> rzrR i.rGw 5 747/( ; 1 ; ! j I I I i l t \ I I I I . ! ,J ,< -.. ,,~_ // 1~-2.1~1... f .. . : -. . : -~ --~ ~----. ~~---_ :·· . -_. -~ . 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D"l+li'.\.. \~J '\"C F..rw.... .;Jr.J H ' E, P.LU~ TE.~ CoN 1..1 E.C.il DI\.\ r o? e,,.1\), I? c;, J:t:Arv, If II p 11.. WI.~ 'l.1/r,'I r>.b. P-.ri1L -i-; •• CcuNTC.11. ;41i\lK San Olego, CA 9212,4 (619) 277-6405 ,,,.,...-3fl'2." t711..Y\,ll1tL ScJ',nJ ~·j P1w-.ii Gi>.A.he:.-- 11.le..uf..L f 0-.:lT 0!3'f 11 .. H!.iJl:.D TO I'' .,...... ........ ___ ......... tX:it.,)t;;L INTO RAIL \..,IF'INC~P.IL ib 'Pc~T Cor.J i\lt..C.TI 01\f '.'I"' Sf f'.~ 1,l r; I) /1,J1·~ ~T~ ti. rH~~ t:i I' F\f\ 1 L. -#-Co D~p 0AK.. WAU Rt>./L Y-z.11 PWJl!J' (-.l.v1;1) A Nb ':. ~r.Jtie:Q ~LU~\.\ h,im W FILL s,,..m I-I 1-JIII • .,_,a_1Q.;;;J Lo• "-"-"' .L .L ,_,_ .L 1 1-::, _,1 ._._. • ._,. • ._ • ._._. .. ·-'· i-. J ..... ----, .... _._. COAST BUILDINO SPECIALTIES 6174 Abuela Drive San Otego, CA 92124 (619) 277-8405 I -V• --r ~~---'--i...," ._.,_I 1r1 ·· \ / t------~ ~foq-,;c ~r,,· -. i _,/ I ~ ,< • ,'1 • ' .~ . ·' W All F--11 IL \ \ ; . \. ..,. -___ __:,, ;:.. \ \ ,; ...................... . INC TEL 5871903 JU .lJJI.. U_I IU I IIWI I ,.rlALLIS STAIRWAYS, INC. A Step Up ... A Step Ahead .. 1585 South State St. Sandy, UT 84070 (801) 572-3336 800 242-5547 --=·::.·.:_.-....:. -··· ~~,,~:-~:'t~~-~::·;\.::,_:~· :/\.:;:~:~~<: .. :,: .: · .. =-~ ..... ~-. t :_ ~ ..•. _ __I . :.-:.. •1 IIS • Nov 02,92 10:55 No.009 P.04 • .J RAIL b ~ENNY N/l\\L. OR i=:.QIJ\VAl-!i:l--11' ~\ N ( C.OUNiER5\ NK 'r\ ~AD) :f:t!tii1f~~{fa{ft#ilt~\~:".t~~t}:¥f;?{fl~itt~~i:r:tr~1f~#:.i:~:-~1-·t}2)i.;~,t("':::1.'{;~.1f i'.f:\'.: .· ·:. . .: \f '.f;)(<./it ··St1t;-.;;: '· ·,;, .. : .. :_:::;.f1~:t !· :-"'t:t<t:·tfi·~,1' t~:-~-~:~:·t~-f,Ji:~:f,,.;~t~t:'?:~·-·,~·1 02,92 10:56 No.009 P.05 ,. ••• a• t • • •'Wo\ 1 I UL A BETTER WAY TO INSTALL BALUSTERS ... AND SAVE$$$ Challis Stairways has oeveloped an exciting new Sy$t~m for attaching balusters to treQds, shoe or floor by using a zinc-plated steel dowel screw called the Dowel F'asr ... This system i$ now 1.J~~t;l by thousalids of stai, in!$\allers nationwide. ihls method produces a raHing syst~rn whioh is stronger, more precise and beautiful, yet costs less to install thM any other method. The Dowel Fast",. system Is superior to others In several ways: STRENGTH -'rr1~ Dowot F;t:11'" system utilizes the meolia!'lical eidvantage of a steel scr~w to pull the baluster extremely tight aQainst the lrea.d. sho~ ur floor. Tht$ is significantly stronger lha11 .iny other system and resl.JllS In ~ i<1fer stair. PR!;QIStON -By v$1ng the Oenta\Jr"'. Ch11llis' inexpensive drill ~uirJ~. a perfectly center so hole can be quickly and consistently drilled in the, baluster base. Thi$ assures that balu$1(.lr$ will be ~¢¢\.Irately aligned. th1,1s ~voldln~ staggered b~hJ&t~rs, BEAUTY -rhe Dowel FMt'" i$ totaily concealed under tho baluster-leaving no nail holes. putty or gaps to rna'r the be~uty of the finished railing sy~lem. ECONOMY -By using the Oowel Fast..,. system. hours can be shavtd olf ins!ariation limt?. yet the cost of usino lt1is syslern Is only pennies per b.i.lusler. t:.IOWi'~F'AST'" SCRE:.W 001//EL F'AST-TAP'" HOW THE DOWEL FAST1M SYSTEM WORKS • A ¼" hole is centerod in the balt.ister base eith€r man1.1alfy or by using the Challis Centaur'". • A corresponding ¼" hole is drilled through the tread, shoe or floor to which the baluster will oe a1taohed. • A Oowol F'asl"' i$ twisted into the hol~ in the baluster base either with vise grip-type pliers or with the Challis Cowe/ Runn~r·'", a spei:i~lly designed clriv<,1r- mounted in the chuck of a reversible drill -this tool Qreatty .spi?~ds. up the inserting of the Oowel Fastr" screws.~ - • The Dowel FM\'" in the balu::.tor oMe is then pltt.ced lnlo the hole in the tread. shoe or floor and the o~'vster is twlstr;;d until ii GOr'1lar.;l:;; tt1c1l ~urface. The baluster is further !wisted ur'ltii its base is par@llel to thG tread. shoe or floor edge. The ettor1 required to twi.st the balusters down ca,, be gre:ctlly rninisr,iL1:d by using the Challis Dowel Fast-Tao~"'. a bit which is also mounted in a drill ct1uck. This tool both drills end taps the hole in the tread, shoe or floor to receive the thr~ads ot the Oow~I F'a.~t'" screw. JULY 20, 1990 GEOTECHNICAL INVESTIGATION CARLSBAD CROSSROADS BUILDING PAD E PROPOSED OFFICE BUILDINGS CARLSBAD, CALIFORNIA SUBMITTED TO ST. CROIX CAPITOL CORPORATION 5965 PACIFIC CENTER BLVD., SUITE 701 SAN DIEGO, CALIFORNIA 92121 PREPARED BY UNITED STATES TESTING COMPANY, INC. 3467 KURTZ STREET SAN DIEGO, CALIFORNIA 92110 JOB NO. 7942 .I. > United States Testing Campany, Inc. Engineering & Support Services 3467 KURTZ STREET SAN DIEGO, CALIFORNIA 92110 (619) 225-9641 July 20, 1990 Job No. 7942 FAX (619) 224-8950 St. Croix Capitol Corporation 5965 Pacific Center Blvd., Suite 701 San Diego., California 92121 Attention: Subject: Neil Medlock Geotechnical Investigation Carlsbad Crossroads Building Pad E Proposed Office Building Carlsbad, California Dear Mr. Medlock: NEW YORK MEMPHIS ORLANDO MODESTO SAN DIEGO PENNSYLVANIA ATLANTIC CITY HOBOKEN This report presents the results of our soils investigation of the subject site. The accompanying report presents our conclusions and recommendations pertaining to the site as well as the results of our field exploration and laboratory tests. In general, we found the site to be suitable for the proposed development provided the recommendations contained in the body of this report are followed. We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please contact our office. Very truly yours, Diane Sacay Project Geologist DS/JLW/gj Reviewe:u.1,J ~. Welch RCE/C040236 fl:~~ical Department Manager cc: File ref. (7942.jw) FORMERLY TESTING ENGINEERS-SAN DIEGO (7942) TABLE OF CONTENTS INTRODUCTION SITE DESCRIPTION PROJECT DEVELOPMENT ....•. PROJECT SCOPE •........... FIELD EXPLORATION SUBSURFACE CONDITIONS FAULTING AND SEISMICITY ................ LABORATORY INVESTIGATION .................................... GENERAL ............ . U.B.C. SWELL MOISTURE DENSITY .. MAXIMUM DRY DENSITY CONCLUSIONS ................................................. RECOMMENDATIONS ............................................. FOUNDATION DESIGN AND CONSTRUCTION PAD •••••• FOOTINGS SLABS ON GRADE .. ALLOWABLE BEARING CAPACITY DRAINAGE ................ . UTILITY LINE CONSTRUCTION ... . REVIEW .................... INVESTIGATION LIMITATIONS ENCLOSURES: .......................... 1 2 2 3 4 5 6 5 5 7 7 7 9 10 10 11 11 12 13 13 13 14 SITE LOCATION MAP .. PLOT PLAN MAP BORING LOGS .FIGURE 1 .. FIGURE 2 .PLATES 1-3 SYMBOLS .............................. PLATE UNIFIED SOIL CLASSIFICATION MAXIMUM DRY DENSITY ......... . RECOMMENDED GRADING SPECIFICATIONS ... PLATE .PLATE ................... APPENDIX United States Testing Company, Inc. 4 5 6 A BUILDING PAD E (7942) JULY 20, 1990 PAGE -1- SITE DESCRIPTION our investigation was performed on Building Pad E which is at the west end of the future Dolphin Court which is a cul de sac off of Loker Avenue West. Building Pad Eis the western most lot located in the Carlsbad Crossroads Business Center. Loker Avenue West is located to the east of the Building Pad E. 2726 Loker Avenue West is south of the subject lot. This was formerly identified as Building D. Building J which has the shell completed is east of the subject lot. The site had been previously graded. As originally graded, the lot sloped at 1% from west to east towards Loker Avenue. The site is being used as a storage area for the Phase II work and has construction materials stockpiled on it. The northeast section of the site has been used to stockpile excess f il 1 from other building pads. The material appeared to be primarily soil, however, one or two loads of broken concrete and some root mats were present. The pile varied from 1 to 6 feet high and had a very irregular shape. At the time of our field work, some of this material was being removed to be used as backfill at other building pads. The western side of the site has a descending slope that varies in height. It increases in height from north to south. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -2- PROJECT DEVELOPMENT It is our understanding that one building one to two stories in height of concrete tilt-up type construction with a slab-on-grade floor is planned. Our recommendations are based on this type of structure being built on the site. PROJECT SCOPE This investigation consisted of surface reconnaissance, subsurface explorations, obtaining representative disturbed and undisturbed samples, laboratory testing, analysis of field and laboratory data, and preparation of our report. This report contains our conclusions and recommendations and the results of our field and laboratory data. Specifically, the intent of this study is to: a. Explore the subsurface conditions to the depths noted on the boring logs. b. Review available geological literature. c. Evaluate, by laboratory tests and the field investigation, the pertinent engineering properties of the various strata which will influence the development United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -3- including their bearing capacity, characteristics and settlement potential. expansive d. Develop soil engineering criteria for site grading, and provide design information regarding slope stability. e. Recommend an appropriate foundation system for the type of structure anticipated and develope soil engineering criteria for the recommended foundation design. _FIELD EXPLORATION Subsurface conditions were explored by drilling two eight-inch diameter borings with a B-61 Mobile Truck mounted drill rig. The boring locations are shown on Figure 2 and range from 19 to 36 feet. The logs of the borings are presented on Plates 1 and 2. An engineer from our office was present during the drilling to log materials and to obtain representative samples at selected depths for transportation to our laboratory. Samples consisted of relatively undisturbed material collected in one inch, 2.37 inch inside diameter rings and split spoon samples which has a 1 1/2- inch inside diameter. Bulk samples were also taken at selected depths. The ring and split spoon samples were collected by driving the sampler into the soil by consecutive thirty inch drops with a hundred forty pound hammer. The blow count measured for the last United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -4- 12 inches of driving for the split spoon sampler is referred to as the penetration resistance {N). SUBSURFACE CONDITIONS The borings indicate that the site is underlain by fill which is consistent with the previous grading work done. The depth of fill increases from east to west. The fill was measured at 11 feet on the east side and 30 feet on the west side. The fills were generally silty clayey fine to coarse sands. The upper two feet were dry below two feet the soils were moist and well compacted. The density sample tested from B2 at 3 feet had 17.5% moisture content with 95% relative compaction. The material is high! y expansive, thus the usual recommendation is to compact it at 3 to 5% over optimum at 90% relative compaction. The laboratory proctor test run had an optimum moisture content of 13%. All the soils below 3 feet had moisture contents above 13%. Whether the contractor did an excellent job of installing the fill or the moisture content has increased due to the fact the site has been vacant for 4 years, the result is compacted fill at a moisture content above optimum. Beneath the fill soils are the Santiago formation which was a gray silt stone at the areas tested. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -5- The results of this investigation are consistent with the previous investigation performed by San Diego Geotechnical Consultants in November 1986 for the Carlsbad Oak Business Center lot 3-6 which included all the other building pads at the site except E. FAULTING AND SEISMICITY Seismic hazards within the site may be attributed to ground shaking resulting from events on distant active faults. Listed in Table 1 are the active faults or potential 1 y active faults in the area which may significantly affect the site. Fault Rose Canyon Fault Zone Elsinore TABLE I SEISMICITY FOR MAJOR FAULTS Dist. Maximum From Probable Site Earthquake 6.0 7 miles SW 22 miles NE 7.0 Predominate Credible Period Bedrock In Acceleration Seconds 0.29g 0.35 0.20g 0.35 Activity Rating Active Active Design of structures should comply with the requirements of government agencies, building codes and standard practices of the Association of Structural Engineering of California. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -6- LABORATORY INVESTIGATIONS ~ENERAL A bulk soil sample from boring 2 at Oto 5 feet was taken to our laboratory to perform a U.B.C. Expansion Index test. Expansion Index tests measure the potential for soil to expand with the infiltration of water. In addition, a Proctor Test was performed on the soil sample B-2 from Oto 5 feet. U.B.C. SWELL TEST The expansion potential of selected samples was evaluated using a swell test (U.B.C. Test Standard No. 29.2). A sample of soil was molded to a saturation content of approximate! y 50 percent. A surcharge load of 144 pounds per square foot was applied to the sample, which was then inundated. The expansion index (E.I.) was recorded as the increase in thickness of the soil sample relative to the original 1-inch sample. The sample was allowed to swell for at least 24 hours. Results are as follows: Location B-2 Depth 0'-5' Material Type ~ Tan clayey silty 98 Fine to coarse sand United States Testing Company, Inc. Expansion Potential Hiqh BUILDING PAD E (7942) JULY 20, 1990 PAGE -7- 0-20 21-50 51-90 91-130 130 + MOISTURE/DENSITY EXPANSION INDEX Very Low Low Medium High Very High Obtained from the borings, the field moisture contents and dry unit weights were determined for selected undisturbed soil samples. The dry unit weight was determined in pounds per cubic foot, and field moisture content was determined as percentage of the dry weight. The results of these tests are presented on the boring logs. MAXIMUM DRY DENSITY The maximum dry density of the soil was determined by the ASTM D- 1557A test method. Four points were used in the formation of the curve. Moisture content was determined as a percentage of the dry weight (see Plate No. 6) CONCLUSIONS Based on our field investigation, laboratory testing, and engineering analysis, it is our opinion that the subject site is United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -8- suited for the proposed construction of the aforementioned facility provided the recommendations given in this report are incorporated into the design, grading, and construction considerations. 1. The materials present have a high expansion potential, consequent! y proper moistur ing conditions of the subgrade soils especially beneath slabs-on-grade will be necessary to insure proper long term performance. 2. Site drainage will be needed to be properly established and maintained to prevent future problems from developing due to the expansive nature of the soils. 3. The difference in fill depth should not be critical due to the size of the structure. All the loads of a two story building will be supported primarily within the upper 10 feet of the fill mass. Below 10 feet the stress change is minimal due to the building loads. 4. The differential settlement due to the f 111 consolidating because of its own weight could range from 3/8 to 3/4 of an inch. This is within generally acceptable limits for a United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -9- structure of this type. Fill consolidation generally proceeds rapidly in this first few years and then slows down. The site has been consolidating for 4 years so that some preconsolidation has already occurred. 5. Groundwater should not be a problem during the construction of the site. 6. The fill dumped on site from the Phase II buildings is not acceptable as is. It is presumed it will be disposed of off site. Because the amount of construction debris, organic matter and other deleterious material possibly buried in this dumped fill is unknown it is considered to be more economical to dispose of this pile offsite than sort it for use on site. 7. Existing slopes as presently configured have been confined to be stable by previous investigations. RECOMMENDATIONS GENERAL 1. Prior to the start of any earthwork operations all existing potential hazard such as active utility services (i.e., United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -10- electric, telephone, gas, water and sewer lines) and utility poles, should be located and secured. 2. All vegetation, oversized rock (+ 6 inch diameter) concrete, organic (wood and weeds) and deleterious material, should be removed, from the site. 3. Prior to placement of reinforcing steel and pouring concrete, the footing excavations should be inspected by a qualified geotechnical engineer. 4. All fill or backfilling should be placed in uniform lifts of approximately 8 inches loose thickness, depending upon equipment type and approval of the field soil technician; brought to 3 to 5 percent above optimum moisture content, and mechanically compacted to at least 90 percent of the laboratory standard, ASTM D-1557 for building and concrete walkway areas and 95 percent of the laboratory Standard ASTM D-1557 for the upper 2 feet of parking and driveway areas. 5. The dumped fill should be removed from the site. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -11- 6. A qualified soils technician under the supervision of a geotechnical engineer should be present for al 1 f il 1 or backfilling placement operations. The soils technician should evaluate all materials to be placed, and should perform in- place density tests at appropriate intervals to evaluate the compaction effort relative to 90 percent or 95 percent. (whichever is required) of the maximum dry density as determined by ASTM D-1557. Moisture content should be 3 to 5 percent above optimum. FOUNDATIONS DESIGN AND CONSTRUCTION 1. We recommend the top two feet of the entire pad be removed and recompacted. The building pad is defined as the perimeter of the structure plus 5 feet beyond the perimeter. The bottom of the excavation should be scarified 8 inches and brought to 3 to 5 percent above optimum moisture, and mechanically compacted to at least 90 percent of the Laboratory Standard ASTM D-1557. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -12- 2. We recommend scarifying concrete walkway areas one (1) foot, bring to 3 to 5 percent above optimum moisture and mechanically compact to at least 90 percent of the laboratory Standard ASTM D-1557. FOOTINGS 1. All footings for the structure will be founded in structural fill. 2. Exterior and interior footings should be founded a minimum depth of 2 4 inches below the lowest adjacent grade. Al 1 footings should have a minimum of two No. 5 reinforcing bars, one placed three inches below the top of the footing and the second 3 inches above the bottom of the footing, or as specified by the structural engineer. Footing should have a minimum width of 12 inches. 3. The bottom of footings near the slope should be a minimum of 10 feet from the face of slope measured horizontally from the outside edge of the footing. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -13- SLABS ON GRADE 1. Slabs-on-grade should be a minimum 4 inches thick. Reinforcement should be Number 4 bars 24 inches on center each way or Number 3 bar 18 inches on center each way at the mid height of the slab. 2. Interior concrete slabs should be underlain by four inches of coarse clean sand, have a moisture barrier, with two inches of coarse clean sand on top of the moisture barrier to aid slab curing. 3. Exterior concrete slabs should be scored, or fitted with expansion joints at 5 to 8 feet intervals. 4. Exterior slabs do not require a moisture barrier or the two inches of coarse clean sand on top of the moisture barrier. 5. The moisture content of subgrade soils should be 3 to 5 percent above optimum moisture when slabs-on-grade are constructed. United States Testing Company, Inc. ' BUILDING PAD E (7942) JULY 20, 1990 PAGE -14- ALLOWABLE BEARING CAPACITY An allowable bearing capacity 2,000 pounds per square foot should be used for the design of continuous and/or spread foundations founded in fill soils. The allowable bearing capacity assumes uniform loading conditions and is the maximum long term contact pressure and may be increased by 1/3 for earthquake or other temporary loading. DRAINAGE Positive drainage away from the proposed structure should be maintained within a minimum of ten feet of the building. Steps should be taken to avoid ponding near the footings. Roof-gutters and down-spouts should be used to avoid ponding of water near the foundation line. Placement of planters and extensive landscaping is not recommended within ten feet of the footings. Drainage requirements should be implemented in accordance with Unified Building Codes and the local regulations. UTILITY LINE CONSTRUCTION Trenches less than 5 feet in depth should remain stable when excavated vertically and will require no shoring or bracing. United States Testing Company, Inc. "-), BUILDING PAD E (7942) JULY 20, 1990 PAGE -15- However, any trenches exceeding 5 feet in depth must be sloped or shored in accordance with current Cal /OSHA regulations. Al 1 backfill shall be conditioned and compacted as required for the area they are in either to 90 or 95 percent of the Laboratory Standard. REVIEW The final foundations and grading plans should be reviewed by this off ice to minimize any misunderstandings between the plans and recommendations presented herein. In addition, foundations excavations and earthwork performed onsite should be evaluated by a Engineering Geologist and Geotechnical Engineer. If conditions are found to vary substantially from those stated herein, appropriate recommendations should be requested. INVESTIGATION LIMITATIONS The materials encountered on the project site and utilized in our laboratory investigation are believed representative of the total area; however, soil and bedrock materials vary in characteristics between excavations and natural outcrops. This report in no way constitutes certification of the existing subsurface soils. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -16- Since our investigation is based on the site materials observed, selective laboratory testing and engineering analyses, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed nor implied. It is recommended that U.S. Testing, be retained to provide continuous soil engineering services during the earthwork operations. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. Inspection services allow the testing of small percentage of the fill placed at the site. Contractual arrangements with the grading contractor should contain the provision that he is responsible for excavating, placing, and compacting the fill in accordance with the project specifications. Inspection by the geotechnical engineer during grading should not relieve the grading contractor of his primary responsibility to perform all work in accordance with the specifications. United States Testing Company, Inc. BUILDING PAD E (7942) JULY 20, 1990 PAGE -17- This office should be advised of any changes in the proposed project scope so that it may be determined if the recommendation contained herein are appropr late. This should be verified in writing or modified by a written addendum. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the state-of-the-art and/or Government Codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. It is the responsibility of the owners, or their representatives to ensure that the information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry our such recommendations during construction. United States Testing Company, Inc. N FIGURE 1 -SITE VICINITY MAP UNITED STATES TESTING COMPANY INC. PROJECT: BLDG. PAD E CARLSBAD CROSS ROADS JOB NO. 7942 DATE: 7/20/90 FIG. 1 0 z ..0 0 ""? -I-u. -:c I-0. L&J 0 1 --2 ... 3 .. 4 5 6 7 -8 9 ~10 --11 1-12 1--13 --14 15 "-16 --17 --18 --19 --20 --21 1-22 23 -24 --25 1-25 ... 27 ... 2a 29 UNITED STATES TESTING BORING LOG Project: Buildins; :ead E Dote: 7(.11(.90 Boring No: B-1 Type of Rig: B-6 l Hole Diameter: 8 j IJ cb Elevation:~ 70 Hommer Weigh1 a Fall: 140 lbs. / 30" Ground Water: none Logged ByJ. ·h'.elch l: -~ -.... 0 ~ u. vi-w-~ ..... w z u. a: ... _, V, _, WU ::::, z 0 0 Q 0.. .... LLJ CD ~ 0.. -II) ... 0 :::2: 0 2 >--z N Fl ELD DESCRIPTION ..J ct a: Oo I >-V') CD V, 0 2u SC Dry Loose Grey Brown Silty Clayey Fine to Coarse SAND (Fill) 54 DR Moist Dense Grey Brown Silty Clayey Fine to Coarse SAND decreasing san~ content with depth (Fill) X 20 - - - SC 41 DR 17.4 - - -32 iX 15.6 - - 58 DR 20.0 - .• -24 D< 1 7 . 1 - PLATE _..;:;.1-- UNITED STATES TESTING-ENGINEER SUPPORT SERVICES BORING LOG Project: Building Pad E Dote: 7/11/90 Boring No: B-1 Type of Rig: :6-fil Hole Diameter: 8 ;Li:a:b Elevation: 3ZQ Hammer Weight 8 Fall: 140lbs/30" Ground Water: None Logged By~ Welch l:: --~ -... ... in-~ LI-w-LI-....... IIJ ZIA. a: ~ ~ - ' . % en it ~~ ::> w 2 t: • -.,_ r 9 ::E >-!!?z ~ FIELD DESCRIPTION C( a: i8 I cn CD en 0 II!' 31 Moist Very Stiff Tan Clayey Silt 46 IX 14. OH (Santiago Formation) ~ 32 i-33 Damp Hard Grey Clayey Silt (Santiago Formation) . ta ·34 OH . • 35 50/4 '--:><-5. 5 i--36 Boring terminated 35.5 feet . at . ~ . '9 ~ . . - ~ . ~ ,-. ~· . ~-. ~'. ' . ~ . .. . ,: . PLATE-2 -- 0 z ..c 0 --:, -.... ~ -::c .... Q. w 0 1 ... 2 -3 4 .. 5 6 7 -8 9 --10 --11 i-12 ... 13 .. 14 15 i-16 i-17 ... 15 ... 19 --20 --21 --22 23 --24 ... 25 --26 ... 27 -28 29 UNITED STATES TESTING BORING LOG Project: Buildin~ £ad E Dote: 7/11/90 Boring No: B-2 Type of Rig: B-61 Hole Diameter: 8 inch Elevation: -3 6 9 Hommer Weigh1 a Foll: 140 lbs./ 30" Ground Water: none Logged By:-~J ., .. Welch r= -~ ;e .... in - 0 u. w-2.. ...... I.I.I z ~ a: .... _, V, ..J w u :, z 0 0 3: 0.. 0 Q. .... w 0 cc -1/) .... ::e 0 ::e >--z N >-Fl ELD DESCRIPTION ..J < a: Oo I V) m V, 0 ::e u Dry Loose Tan Grey Silty Clayey SC Fine to coarse Sand (Fill) Moist Dense Tan Grey Silty Clayey 41 DR 112 17.5 SC Fine to Coarse Sand (Fill) -- X OH Moist Very Stiff Black Clayey Silt 27 16.3 -Moist Dense Tan Silty Clayey Fine to Medium Sand (Fill) SC - - 72 DR 14.5 Moist Very Stiff Grey Clayey Silt ( Santiago Formation) - OH - X 54 15.0 - - 50/6 r---13.9 Boring Terminated At 19.5 feet - - - - - PLATE---3 - UNITED STATES TESTING-ENGINEERING SUPPORT SERVICES SYMBOLS AND TERMS USED ON BORING LOGS SAMPLER TYPES ( Shown in SAMPLE columnl ~ ~ t;j bj ~ ~ OIIIVEN IIING DltlYEN IULIC IHELIY -· IPL.IT 110 SAMPLE IAG SAMPlE 1.111,L[ TUH CORE ll'OON ltlt0Y£'lt'f OISTUftBED TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE GRAINED SOILS (major portion retained on No. 200 sieve)i Includes (1) clean 9rovels and sands, and (2) silty or clayey caravels and sands. ~ndition in the following table is based on our interpretation of blow counts vsinQ a tmmmer as noted on the boring log. ' DESCRIPTIVE TERM SPT VALUES, N blows per 12 in. (After Terzoghi a Peck, 1968) Very loose 0 to • Loose 4 to 10 Medium~ense 10 to 30 Dense 30 to 50 Very dense >50 FINE GRAINED SOILS (majo, portion passing No. 200 sieve): Includes (1) inorganic and organic silts ond clays, (2) gravelly, sandy, or silty cloys, ond (3) clayey silts. Consistency is rated occording to shearing strength, as indicated by penetrometer readings or by una,nfined compression tests. UNDRAINED OESCRIPTIVE TERM SHEAR STRENGTH KIPS/SQ FT Yery soft less than 0.25 Soft 0.25 to 0.50 Firm 0..50 to 1.00 Stiff 1.00 to 2.00 Ytry stiff 2.00 to 4.00 Hord 4.00 and higher NOT£: F",ssured clays may hare lower w,,confined C(ltflpressire strengths than shown o&o..e, keouse of planes of .eoA:ness or crach in the· soil. The consistency ratings of such soils on ~ on penetromeler readings. Fissured Inter bedded ~ ·, Calcareous Corbonatt Well groded P0orly traded TERMS CHARACTERIZING SOIL STRUCTURE -containing shrinkage crocks, frequently filled with fine 10nd o, silt, usually 1110r1 or ltss wtrtical -composed of alternate layers of different soil types -containinQ 12 to 50 percent calcium carbonate -containinv anore than 50 percent calcium carbonate -IMrving wide ranve in grain ains and substantial amounts of oil intermediate particle siz:u -predominately of one groin size, or having a range of sizes with some iftttrmediatt size mining Terms used in this report for describing soils oa:ordin9 to their terturt or 9roin 11ze distribution ore in octordn:t with #le UNIFIED $01]-CLASSIFICATION SYST£M, 01 described in khtticol Memorandum No.J-35~ lbttNO)'S [lp.Sta.,,.3153 PLATE 'j . i UNITED STATES TESTING-ENGINEER SUPPORT SERVICES GRCAJP ISYMBOL GW -! ! GP ~ .,, i ~J GM rt GC a :a I 'W ,1 C I SW 8 "i i I SP I -SM SC UNIFIED SOIL CLASSIFICATION PLASTICITY. CHART ~ .v tol--1--1--+--+--+-+--+--+---A----I ~ CH V 401-4---1--+--+--+--+--,f,."'•,,'/--+-_....., ... I . ,~~ . ~v ?',o ~-+---lf---+----1-+ o··>---1--1---1..--1 I -~ OH ondMH ' ·"· 10~-1--1-+-t-:~-+--+--+--l--f CL /v 101--1--1--h_,,'-f--+-+--+--+--l--f ................... •ti-1111:.~~ MLond 0L ,, I l 0 i....-1... .... K-----~~-....__.__..1,_._..._ ... ·o C IO IO 40· 80 ID 10 10 10 100 u.-wu.u TYPICAL NAMES GROUP iSYMBa.. Wtll·grodtd grovels, pvt! ·sand lllidurn, II.. Ii 1111 or 110 fines -I Poorl7 9rodtd 9r0Yt:111 § .-ovtl ·sond milhira, Ii tt11 or ao fines '-sm, ;rvvtts, pet-.,, J Cl IOnd•silf •i1flll'H §! c) CloytJ 9mtls, .,avel eand•day 111iiturn r :a C 11 0L 'j Wtll·ped tclldl, 9rovtll7 IOndl, liftlt WI or 110 finn ~ "g MH -J Poorly traded sends, I 9rovelly tends, little • ao fine I CH Silty sond11 tond·aalt -111i1turt OH CloytJ sond11 send· ClaJ lfti1t11rn Pt NOT£: U~ !Jffibo1 prne11t~ i• S'f"_80l. _-.,""' • IORING LOG. 2)T._ A lire is Ol'I tmpcrical nlationlhip atot>li&hed a, A. Co~dt. TYPICAL NAMES Inorganic siH1 ond wery fine sonds, rock flour silty or cloytJ fine 10nds1 If daJtJ sits with slq,1 plosticity lnor9anic do)'I of lo• to adium plosticity, vovellJ cilys, 10ndJ cloys, lilty clays, ltcn cloys Organic silts ond orpic silty do71 r:l low flosticitJ ~C silll, lftitOUO\d If diotornoceous fine IGndJ or silt7 aoil11 elastic silts hwgonit cloys of llip posticity, fo1 doJS Orgonic cloys of lfttdium ID •i9h pl01tic:it7, •tonic sill1 flaat oftd otlltt llighlJ ergo11ic toils PLATE .s 1-'0 __ ....,. __ ...... I\......,._\_.._ \ \ \ Laboratory Number: File Number: Date: 7 / 11/90 \ I\ \ \ I \ \ 135 .:~ __ __,_ .... ·_-__ \tci\~ ~~[\ ~f---,.-+-+---1--+-·+-~i_l,--\ 1--~ Job Name: ___ B_u_i_._l_d_i_n.g......aP~a~d~_E __ _ Sample No. ___ _ Depth __ o_-_5 __ Contract No. i:,o ' I, ~ Location Secured: B-2 J.-f-1-1-if-l-lf--;l.......;:~\..L -·-~ -------------------i \I \ ~-···-\-:-Visual Description: I , ··-_\ ---~ Brown Clayey Silty Sand l--i-+--+--t--t -...--+---.-1 -L:.. ' -1L ~ I ; I • , \ ,2::. i--i--..-1-...i_.~--.-,"""""'4i--+--.-L.,_...I\ ! f : I '\ -\ '(""r\ (5 layer) AASHO-Tl80 ASTM-D 1557 I I / x . Method B C D .......... , _..__.__.__, --:-: _._f~pi~~ ~- 120 .: I I I 1 ; I \ i \I 1:,,_ I \ i ·J }.. I ,t-\ A-=-Li"MoLp -~ MAT'L.. 115 I i I i ' I \ lfDl \i /l I \.t. '9111 I I ~ ~ i--+-+--t1-1--1--1.__ ..... , ____ _..__-\--+"-+-· ... l\~I\ . ·, \ ' ~ --~1--~--+---+----....;_ ............... ~=.~~\ \ w \ \ 8a ,.., IJ II •1 C I ,.,, ,, -Y"' // ! i I I -~ ' \ I \ ~ D .. ' " ,, -''"" I} Cofl.Ra:;.TcP n:>R + ~,, J ·1 I % ' ·, \ \ 110 I I I I ! . I I ! I i I I :> "' \ • I\ > 5 ~ i \ ' ~ \ \ I I I " i \ \ ! I t\ \ i\ I I I I I I . j ' I I J \ \I ' --.----,.-+--+--+--,...-,--',',-..... \ ~ '\ ;.....i1--.:.....;-,i..-.:.....i~1--;....:,,--;,.;.,.-,,~+-~--+-,~ I I I \ '\J f\. \ f I I I I I I I ! ' I I I I f ,--I l \ t\. ,1 '!b I I I I I I I I I I . I I \ ' ·1\~~ 9 5 1--t-1--1---!f-f--,f--''--if--t--11--+-+-t-.---1~1-.;....I -+-I -+--t--+--+--+-i-1 -+-+"4->.1' i "-.. o '\ l-,_··\~'\ t--l-l-f---lf-f--<~,--,1,--,11--1F--t--+-t--!---''--'f-f-f--l--lt--f-t--t--+-._-+-+l'\.....,.l ~ f pf RC .. T "'-1'!.7. '!"~ I "· O PO 1,.....:.,_.;:._L-...;'--'-.::-.J.......: ........ ,_.f--'--,:._:.._:.,__:.,_;.._.,-~'--=--'--"---=--+--=---=--..;__;._, 0 s 10 15 20 2S :30 J . 2 3 • s ' I I 117.0 H.D.D. 13.0 O.N.C. ;, ' ii I ., ·I • r. Cll 1' ... !:,, I ' I I I I -, . I I I I I I \ __ r I I I I l I fLAi€ ' I I I APPENDIX A RECOMMENDED GRADING SPECIFICATIONS GENERAL INTENT These specifications have been prepared to establish procedures for clearing, compacting, preparing areas to be filled, and placing and compacting fill soils. The recommendations contained in the preliminary geotechnical investigation report are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter. These specifications shall apply only to the subject property and shall be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical report or in other written communication signed by the Geotechnical Engineer. EARTHWORK OBSERVATION AND TESTING Prior to the commencement of grading, a qualified geotechnical engineer and his field representative shall be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specification. It will be necessary that the consultant provide adequate testing and observation so that he may determine that the work was accomplished as specified. It Appendix A -Page 2 shall be the responsibility of the contractor to assist the consultant and keep him apprised of work schedules and changes so that he may schedule his personnel accordingly. It shall be the sole responsibility of the contractor to provide adequate and methods to'accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. If, in the opinion of the consultant, unsatisfactory conditions, such as questionable soil, poor moisture condition, inadequate compaction, adverse weather, etc., are resulting in a quality of work less than required in these specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified. Test methods used to determine the degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods. a) Maximum Density & Optimum Moisture Content: ASTM-D- 1557-78. b) Density of Soil In-Place: ASTM-D-1556-64 or D-2922. Appendix A -Page 3 All densities shall be expressed in terms of Relative Compaction as determined by the foregoing ASTM testing procedures. PREPARATION OF AREAS TO RECEIVE FILL All vegetation brush and debris derived from clearing operations shall be removed, and legally disposed of. Any abandoned surface and/or buried structures encountered during grading operations should be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedures should be backfilled, conditioned, and compacted as required for fill material below. This includes, but is not limited to, septic tanks, fuel tanks, sewer or leach lines, storm drains, and water lines. Any buried structures or utilities not to be abandoned should be brought to the attention of the Soil Engineer, so that he may determine if any special recommendation will be necessary. After clearing or benching, the natural ground in areas to be filled shall be scarified to a depth of 6 inches. Scarification shall continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform and free of uneven features which would inhibit uniform .. ,. ,, Appendix A -Page 4 compaction. The materials shall be brought to the proper moisture content, compacted and tested for the minimum degree of compaction as recommended in the preliminary geotechnical report. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as natural soils which possess an in-situ denslty of at least 90 percent of its maximum dry density. FILL MATERIAL Material to be placed in the fill shall be approved by the Soil Engineer and shall be free of organic matter and other deleterious substances. Granular soil shall contain sufficient fine material such that a large portion of the voids are filled. Soils of poor gradation, expansive potential or strength characteristics shall be placed in areas as designated by the Geotechnical Engineer. These undesirable soils may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the Geotechnical Engineers. Appendix A -Page 5 FILL PLACEMENT AND COMPACTION Approved fill materials shall be placed in areas prepared to receive fill in layers not to exceed ·6 inches in compacted thickness. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to attain uniformity of material and moisture in each layer. Each layer shall be uniformly compacted to a minimum specified degree of compaction with equipment. Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction shall be as specified in the preliminary geotechnical report. When approved structural fill material contains oversize (plus 6 inches} the oversize will not be allowed to nest and all voids must be sufficiently filled with soil such that the minimum degree of compaction is achieved. Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Geotechnical Engineer or his representative. The location and frequency of the tests shall be at the Geotechnical Engineer's discretion. When the compaction test indicates that a particular layer is less than the required degree of compaction, the layer shall be reworked Appendix A -Page 6 until the desired relative compaction has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers at intervals not greater than 4 feet·. Fill slopes shall be back- rolled and/or over-built and cut-back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material 6 or more inches inward from the finished face of the slope having a relative compaction of at least 90 percent maximum dry density. Density tests will be taken during construction to the slopes to determine if the required compaction is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Geotechnical Engineer or his field representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required compaction is obtained, at no cost to the owner or Geotechnical Engineers. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. Appendix A -Page 7 ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can assure the recommendations contained herein and in the geotechnical report are satisfied. The presence of the Geotechnical Engineer or his representative, their observations during earthwork procedures, and/or the compaction test results shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill material can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. L .... ,,G Additional Raqulrem~nts C F-1 X biiir"'"""" . --- ·1J ~ 11"' G-,0~&.-11-1 6 ( . ,t.~F f,t-~-M ,..a 6 ( S"IU ti} -£Ff l ' (;A p ~ c., I 1· '1' &-rt>tt) : ~1'fN.;,-rY . .. . ·. e.u:..1 ,r'(l)S'IJO ~.-t? ttR-~td:>oo ""! • 'Z(o C.OP,, r:.l·, I . ~U,·i"".'Z.. ~,ooc:, 10.f Se'ttct "i i,c:,c:,c:, ' ~ , i.'-4 . ' U) I*' Ft;~,_ .. c:: e,1 ·.:-~~ !. 10.~·sGER. '. l'6ooo ; 39ca0 _-.,.cs:.' cop F~--l.1 f ' .. ' ·. ,-. -~CJ~·tt ' ?-,,-Z.."i00 tO.f Sett -z._05,::u.:, '?>.a~.~,-. Ft.,~q .. •' .. : ( ·itp~-1 11?.0cOO B.i··f~T< , , ~000 -z... Cf'{ ;e,.o P ' ·up-.. i 8G,0c,o e.-:· f£R ' 97,S-()0 ' Z...'f,(q .CO.~ '. H f' .. :£ S ig S'"8SOo e.c, i&.e~ G,oc::>oo , I• I 'I i. .-to CoP, .. HF ;...tf, (i) -; -?-S-c:>oo 5.,~ ~~OOb t.· ~"' t:,.c::,P fff.-·1· : t;'Sooo totr. 66((. (o1000 3. I· e,c:,p · .Hf'-t<? : ' laooo '1 .7;,.fl:;6R 1,000 @.(p HSPF ' " : I . :pr . . . . " . . .. .. (. 144 t?t Pit PlkLe Pt,g,r._... ·01....,... f ' I , .. o, o ~ Ai• : • I!.::'•' '14_ •:; t,; I I ·········! ., .. t.t,,··•,·t:··•· 1 •••. ( b•~ to m. •• C~t.""'2i~p---------------.. ..,_,.__., __ , . . ··._, , t .. f::~~: .. ;·-:·· ... ·. . ,· ~~t :.· \ ~ ·:.:. :·=.; ·:4~-~ .. ;- ":c~rtificatetot.·compli~n:~¢.!<P~~ ~}f2> \' f :• . P~rformance Compliance CF:-18 ·,.,. RA\J o~ t..-t-. pgp o r.1 ~s. -·.· · · Proiect Tide Date of Certificate Corid.Fir.Area Brian S./Westerly Mechanical Oocumentabon Aulhor/Flm1 T7tl'§r;.z, '7j...-1--1Cf 'f CEC Occ.Type For Enforcement Agency Use Only Note. More than one Part 2 may be submitted, but all must reference the same Part 1. The person responsible for design compliance for each major building system acknowledges 1he following compliance statement by signing the appropriate space below. Compliance Statement. The proposed building improvements substantially oomply with the requirements indicated on the Cenif1cate of Compliance for this buildi09, dated,_..,.....,.._"""?-. The plans and tpecificat10ns include the significant.energy conservation features and the oompliance documentation IS consistent with the plans and spocifications. Envelope·:.· . Arl<>wed :_ Proposed . · · otJi,..y 1 . AverageRoof/Ceiling·R,·;-;:·1,.7..tcf-.-.7,,1,_;g<,-. h-F-sf/Btu: 2 Average Exterior Aoor Rt • NI'\ N I\ h-F-sf/Btu " 3 Average Opaque Wall Rt •• Z, 'i'i 'Z. ~-, h-F-sf/Btu 4 Glazing Area in Wall • • • • 'l/4'1 I 1,4 &./ ( sf 5 AverageSC(Wall) •••• ,$'; ,'7'7 6 Glazing Area in Roof • • • 'o).. ~ sf 7 Average SC (Roof) • • • • Nf>-N k Other requirements: Mechanical Al~wed 13 Unit Fan Power •••••• , 'i':\ 14 Rated Cooling Efficiency. • ~ e~ 15 Rated Coofing Capacity .• ·=F 16 Rated Heating Efficiency • • 17 Rated Heating Capacity • • • 18 Eoonomizcr cooling? • • • ~ 19 Simultanoous hoattcool? • • J-1 · Other requirements: EEM Form Revised September 1968 Proposed • ~ Ir{ * iJ . i ! watfS/c)6Sf -=::_(units) (units) (units) (unit.,;) (YIN) (YIN) ;--- ~inllll:JIQ:MVJTZ. TAYLOR ~NG'I~BRIMl ·, STRUCTURAL CONSULtlNG·_ I Address O ' ' ' ,·., !l ,< -~-----.. ft 1 ---• _:....;__ -,- 39.14 Murphy Canyon R<!. , Suite AlOO • San Diego, CA 92123 · C1ty/Statel2fp., , (619) 5604383 .' FAX }611) 569-8842' ,,..,· . -; Teleplionei.i 7 ~---~~ cafffl!n~e~o~ _ Enforcement Agency Date ,. ...... , .Ill I A ~J t5iu:C>b:.C.,S::~ny0 n goad, ~\U~.i . .JSQ ~~egQ, cp,:J2123 .. .., I :.dtf Extent of improvements ... .q Enforcement Agency Date Page_ .of __ ....... ·-·· . ~-··: .... ~ . . .. . .. p. 1 ( !ijnaMi ' ' ., ____ _..._...._......_.._, __ __,..,.. C~lli"'~p-------------.. __ !)04 .. __....., __ • lil Cili TL =t:;in:rt:Ozr I ~ i . ' • • • ~: +~ ". ,. • ' .:f ."i '.;. •• • • :.'.': :...., .. ,.,I!' • . . C~rtificatt~{hf Compli~hpi}c:r~~ ~.br.2> Performance Compliance CF-1 8 Cond.Flr .Area For Enforcement Agency Use Only CEC 0cc. Type f{ote. More than one Part 2 may be submitted, but all must reference the same Part 1. The person responsible for design compliance for each major building system acknowledges the following compliance statement by signing the appropriate space below. Compllance Statement The proposed building improvements tubstantially comply with the requirements indicated on the Certificate of Compliance for this building, dated-~-~· The plans and tpecificattons include the significant.energy conse1Vation features and the compliance documentation IS consistent with ihe plans and specifications. Envelope Allowed Proposed 1 AverageRoof/Ceiling·R1·;· :--z..i.~tcf' ··:.1,:i.."fJ1(·. h-F-sf/Btu. 2 Average Exterior Floor Rt • N f<.. N A. h-F-sl/Btu 3 Average Opaque Wan Rt • • 2 , ?7 7-. 7"1 h-F-sl/Btu 4 Glazing Area in Wall • • • • U"f I U'p '-f f sf 5 AverageSC(Wall). • • • ,?? ,t:;tf 6 Glazing Area in Roof • • • ~ ~ sf 7 Average SC (Roof) • • • • N~ N k Other requirements: tniorc:ement Agency Date -i t d lh .... ~OJ Mll·PRbY:.,Qanyon Bot!la, ~3JJ..'.ti-~3Q .S~eg2, ~A.-_,22123 ' __.. Mechanical A11owed 13 Unit Fan Power •••••• , ':II.\ 14 Rated Cooling Efficiency. • ~ e!S. 15 Rated Cooling Capacity • ·=t= 16 Rated Heating Efficiency •• 17 Rated Heating Capacity • ··--.--- 18 Economizer cooling? • • • =-,[_ __ 19 Simultanoous hoal/cool? • • ~ Other requirements: EEM Form Revised September 1988 Proposed • 'iY ~ ~ wattstc;,{S.f -=::_(units) (units) (units) (unit.-;) (YIN) (YIN) i Cit.l.i&i-iiWS. '0 tr $'i'1imifflthi .(ij~cy O.ili"'"- Enforcement Agency Dalo Page __ of __ ~--.-::-::,::,~~~ ... ;~-:: .... ::/ :·.;.·:. ·.::,:..·.:..~~·\-:;'::: :.:,:..·.:..{;.;:,. .. , :: : ";:: .-::::·:.~·,:·~~~:~::·.~:.::...;.:.:.:;:;;;;;;,:Ji;\:;;::;;::··:,:;:,;,:.:..·. • .• t ,:..,. ;:·.:=.~~~~~~~~~--~::<::::. :~: · .. ,,:-:.,.: .. ,..:.,.:~:.~~~ .... ·,~:~·. ~::· . .-_.: ·: ·:.··.·: . . ·. . . , . . . . . . .. .. .. .. .. .. . . . .. . . . ' '•,' ., . '•'' .... ,. .. -· -~·· .,, .......... , ",. '·'•"'. •:\."." f ~ Certificate of C.ompliance (Part 1 of 2) Performance Requirements CF-1 B =======================;===== ~t?.AI J c' ~7"e> f o, /}_/ L), :tz. Pr~~e · Date of certJ1ic':ie ,Pc.. . ProJect Ardi1tecVEngineer ~ P,~~~~' Prlncl_pal ~lgner. ~e p_ropo~d building will be in substantial comphan~. w1tJ:i the C~1fom1a Budding Energy Efficiency Standards proviq~ It Is built a=rding to the plans and specifications and provided !'Jll!re Improv~ments_ are completed· according to the requirements indicated on this Certificate of Compliance. The plans and specifications hav~ been prepare9 to ind~de all significant energy conservation features requ1~<:1. for compliance with the Standards. Building areas that are uncond1t1oned and'or not subject to the standards are indicated on the plans. · Plans dated Signature Name/11tle Company Address Ctty/State/Z1p Telephone Specs dated Date Cal. ticense No. Owner. The energy conservation features and performance speC!fica~ons indicated on this document and on the plans and speaficanons shall apply to future alterations, unless compliance is demons1ra:ted a!)~W and _a new C~rtificate of Compliance is submitted. A copy of this Cert1f1cate will be retained and transmitted to future tenants subseq_uent_ owners or others with responsibility for making improvements or mod1fican~ns to the building. If this certificate is lost, a.new Certificate may be required before a permit is issued for alterations,· Unconditioned areas are indicated on the plans and. if these areas are conditioned.in the futur~. they must be made to comply with the applicable energy standards then rn effect. Signature Name/l"1tle Company Address C1tytStatel21p Date Enforcen:ient Agen_cy. _The pr<;>posed buildin$J,. and future alterations will comply with ~e California Building Energy Efficiency Standards, provided future B:lterat1ons meet the requirements indicated on this Certificate and all apphca_ble mandatory measures. as long as the building occupancy type remains unchanged. · Signature Name/l"itle gency Address C1ty/State/Z1p ·EEM Form Revised September 1988 Date For Enforcement Agency Use Oniy Plan Checked By L .. \ ... -· Date Field Checked By -., 't -= Date Approved By Date Energy Analyst. The energy performance analysis summarized below was performed using an approved CEC calculauon method, with CEC approved fixed and restricted engineering inputs for the applicable climate zo~e. and ~upancy type, _and using an appropnate representation of building ;onmg and ph>'.s1cal configuration. All significant energy conservation features are listed below, or on an attacheo supplement. Signature Narne/l"irle Company Address C1ty/StatetZ1p Telephone General Date Reference 1 Unconditioned or Multi-tenant shell? . 2 CEC Occupancy Type . • • • __ _ 3 USC 0cc. Group/Division . . .. ___ _ 4 Climate Zone _ • • . • • • • ___ _ 5 Conditioned Floor Area • • • •• ___ _ 6 Unconditioned Floor Area • • .. ___ _ 7 Budget Table (fr. Standards) • __ _ 8 All. Energy Budget (WS-1A) • 9 C_alc.Method CEC Code/Oate. ___ _ 10 Multiplier • • • • • • • • • • __ _ 11 Calculated Energy Use • Envelope Requirements 12 Average Roof/Ceiling Rt. 13 Average Exterior Floor Rt • • •. ___ _ 14 Average Opaque Wall Rt •• 15 Glazing Area in Wall ••••• ___ _ 16 Average SC (Wall glazing) •• __ _ 17 Glazing Area in Roof • • • _ ., ___ _ 18 Average SC (Roof glazing) •• __ _ Lighting Requirements 19 Allowed Whole Building LPD • f,? 20 Allowed Common Areas LPD • 21 Allowed Tenant Space LPD _ . - 22 Package Lighting Reduction • 23 Lighting Controls.Required? • bJ Mechanical Requirements 24 System Type • • • • • 25 Unit Fan Power • • . 26 Rated Cooling Efficiency • 27 Rated Cooling Capacity . 28 Rated Heating Efficiency • 29 Rated Heating Capacity . 30 Economizer cooling? 31 CF-1 X Attached? • • . . . . • sf sf kBtu/sf-yr kBtu!sf-yr h-F-sf/Btu h-F-sf/Btu h-F-sf/Btu sf sf j,~1 watts/sf -wans'sf watts/sf watts/sf N (YIN) watts!cfm ___ (units) ___ {unitsj ___ (units; ___ (units) (Y:N) (YIN) Page_of __ \ Certificate ·of Compliance (Part 2 ot 2) Performance Compliance CF-i B For Enforcement Agency Use Only Plan Checked By Date Note. More than'one Part 2 may be submitted, but all must reference the same Prul 1. The person responsible tor design compliance for each major building system acknowledges tho following compliance statement by signing the appropriate space below Compliance Statement. The proposed building improvements substantially comply with the requirements indicated on the Certificate of Compliance for this building, dated--...,...--.---,--· The plans and specifications include the significant energy conservation features and the compliance documentation 1s consistent w,ih the plans and specifications. Envelope. Allowed Proposed 1 Average Roof/Ceiling Rt , ~---____ h-F-sf/Btu 2 Average_Exterior Floor Rt • .____ ____ h-F-sf/Btu 3 Average Opaque Wall Rt • ..___ ___ h-F-sf/Btu 4 Glazing Area in Wall • • •••. ____ __.,__--sf 5 Average SC (Wall) • • 6 Glazing Area in Roof • • • .___ __ _ 7 Average SC (Roof) • Other requirements: Lighting 8 Basis of Allowed LPD • Allowed 9 LPD ••••••••••• ,.~ 10 Package Lighting Reduction - Adjusted LPD • • • • • • • f , &5 11 12 Lighting Control C~edits? • Other requirements: Mechanical Allowed 13 Unit Fan Power • 14 Rated Cooling Efficiency. 15 Rated Cooling Capacity • 16 Rated Heating Efficiency • 17 Rated Heating Capacity • 18 Economizer cooling? ••• ___ _ 19 Simultaneous heaVcool? • Other requirements: . EEM Fonn Revised September 1988 Proposed - 1~1· Proposed watts/sf watts/sf watts/sf (YIN) watts/cfm ___ (units) ___ (units) ___ (units) ___ (units) (YIN) (YIN) Extent of Improvements Plans dated Signature Name/11ile Company Address C1ty/State!Zip Telephone Enforcement Agency Extent of Improvements Enforcement Agency Extent of Improvements Plans dated Signature Namen,ile Company Address C1ty/State/Zlp Telephone Enforcement Agency Specs dated Date Cal. License No. Date Date Specs dated Date Cal. License No. Date Page--. of __ \ Installed Lighting Summary CF-5 ~ ~.:::: ID• '7-<P·'J-Z. entabonuor/irm Date For Enforcement Agency Use Only Plan Checked By Date Proposed Adjusted LPD 1 Total Installed Lighting Watts (from below) •••••••••••••••••.•••...•••.•• f 1~...:f-Wans 2 Control Credit Watts (WS-SA) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -Wans 3 Aqusted Watts (Line 1 -Line 2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11 '.t@4 Watts 4 Conditioned Floor Area (from CF-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·• • • 141 ~ ft2 5 Agusted Lighting Power Density (Line 3/Line4) • • • • • • • • • • • • • • • • • • • • • • • • • • • • f, ~1 Watts/ft2 6 'gJ: Af~ed Whole Building LPD (from CF-1. Part 1) or 0 Allowed Tailored LPD (fro~ Line 5 of WS-SC) • • • • • • • • • • • • • • • • • • • • • • • • • • • I,? 2 Watts/ft Installed Lighting Schedule A 8 C Luminaire Reference in Reference Construction Code Documents Luininaire Description A ~-L,z. ~__M-Q~~~~----~ I ~ JO.., · J::1> f;., -~=~-Tl~~~i1?~---ft..,t.)Ot;:2=~ ·~t...,T C. -~-=,]~~f'~l-N~--- ~J'=~JJ.~_eJ~---!.-~~N-r _ .. v. _J.::.~_(_E\l.:IT._~_ ,i.,, IN~r-J:; .... ~N'T' --------------------- -------------------- ---------·----------- --------------------- --------------------- --------------------- -------------------- --------------------- --------------------~ -------------------- EEM Fonn Revised September 1988 D Number of Luminaires I~-~ t4 IZ 3 1 E Watts per Luminaire (incl. ballast) Non-standard value? v 1 oe, foe, tr:f? fo8 ~ Page Total Building Total F : Total Watts (?7~6 "')..01?'7- C[oo ?24- ~ 14?44: Page_of __ i. Mandatory Measures Checklist MF-1 Pf9Jectie / ~ !-0&,l::z-LJ?-!2.I · ~ A~~r Documti'ntAtion'futtiorliim Date For Enforcement Agency Use Only 10, 111?·12-Plan Checked By _This Checklist is applicable !O both First and Socond Generation Nonresidential Standards Compliance Reference in Reference in ConstructJon Documents Envelope Measures [ ] Certified insulation materials per 2-5311(a) • { ] Insulation insta1Ied to meet flame spread and smoke density requirements of 2-5311(b) •.•••••••• l ] Urea formaldehyde foam insufatio'n is installed per2·5311(c) •••••••••• : ••••• l ] Retrofit insulation specified as per 2~5313 ••••• [ ] Air infiltration is minimized _by specification of tested manufactured doors and windows, proper sealing and caulking of joints and openings in exterior walls and weatherstripping as per Section 2·5317 ••• : Lighting System Measures Construction Documents [ ] Certified luminaires/baUasts per 2·5314(b) • • • • • • • l::,.-f .' 1- [ ] Independent control w/ enclosed areas per 2·5319(a) • • f:E:., f , '2.. ) [ ] Manual switching readily accessible per 2-5319(b) • • • .i::-.... 1, 1,. i [ ] Reduction of lighting load to at least one half per 2-5319(c). Occupancy sensors or programmable timers ~ 1- meeting CEC criteria may substitute • • • • • • • •·. • .r;,, .. ( .' [ ] Separate s~itching of daylit areas per 2·5319(d) ••• [ ] ~par~te switching of display and valance lighting in retail and wholesale stores per 2·5319(h) • • • • [ ] Automatic control of display lighting in retail and wholesale stores per 2-5319{h) • • • • --- [ ) Photocell sensors with a diffusing cover and no opaque cover per 2-5319(e)5 ••••.. [ ] Manufacturer's instructions provided for installation and calibration per 2-5319{e)6 •••••.•..• [ ] Proper installation of controls induding sensor location. certification of initial calibration and control of lumina1res only within daylit area per 2-5319(e)8 ••••••. { ] Visible or audible malfunction alarms per 2-5319(9) • Occupancy Sensing De.vices (when applicable) [ ] Visible or audible malfunction alarms per 2-5319(9) • • • __ _ [ ) Limits on emissions per exceptions to 2·5319(e) ••.• __ _ HVAC and Plumbing System Measures [ ] Piping insulated as required by 2-5312 •• /. { J Ceitified HVAC equipment per 2-5314(a) • [ ] Certified plumbing equipment per 2-5314(a) •••••• [ J Heating and cooling equipment efficiency per 2-5314(b, . __ _ { J Pilotless ignition of gas appliances per 2-5314(c) •••. __ _ [ J Automatic controls for off-hours per 2-5315(a)1 •••.. __ _ { ] Tandem wiring of one-and three-tamp luminaires f ( ] Thermostat set point requirements per 2-5315(a) •••• __ _ per 2-5319(i) ••••••••••••••••••• , .~.. , '2-r [ J Sequential control of heating and cooling per 2-5315(a)3 ___ _ Daylighting and Lumen Maintenance Controls (when applicable) [ J Uniformly illumination reduction to one-half per 2-5319(e)1 ••••••••••••• { ] Flicker free operation and no premature lamp failure per 2-5319(e)2 • • • • • • • • • • • • • • • • • { J Time dela;s to prevent undesirable cyding per 2·531 (e)3 • • • • • • • • • • • • • • • ( ] Step switching devices with separation between on/off settings per 2-5319(e)4 ••••••••• . EEM Form Revised September 1988 ( ] Automatic exhaust tan dampers per 2-5316(b) • • [ ] Thermostat controls for each zone per 2-5315(b) • [ ] Ventilation provided per 2-5316 and 2-5343 • [ l Ventilation and recirculation air quantity information provided per 1403(b)3 ••• ········--- [] Heatersfordomestichotwaterand/orpoolsper2-5316. __ _ Page __ c' __ l / I_ Mandatory Measures Checklist -I MF-i P132Jcc\ T 1de Hrian s .• /Westerly Mechanica.l A::ZO Dt)c-T .s For En1orcement Agency Use Only Documentation Author/Fmn Date 7-.,,. (o -'3 z_ Plan Checked By This Checklist is applicable to both First and Second Generation Nonresidential Standards Comphance. Envelope Measures Referonoo in Construction Dorurnents t-1-1s11,..i& [ ] Certified insulation materials per 2-5311 (a) • • • • • • .S. K G,1,,-t-- [ ) Insulation installed to meet flame spread and smoke density requirements of 2-5311 (b) • • • • • • • • • ( ] Urea formaldehyde foam insulation is installed per2-5311(c) ••••••••••••••••• _ { ] Retrofit insulation specified as per 2-5313 _ • • • • [ ) Alf infiltration is minimized by specification of tested manulacturcd doors and windows, proper sealing and caulking of ioints and openings in exterior walls. and wcathorstnpping as per Socnon 2-5317 • • • • Lighting System Measures [ ] Certified luminairesiballasts per 2-5314(b) • ... ···--- ( ] Independent control w/ enclosed areas per 2-5319(;1) • • __ _ [ ] Manual switching readily accessible per 2-5319(b) • • • [ 1 Reduction of lighting load to at least one half per 2-5319(cb ~P8:ncy sensors ~r programmable timers meet1ng EC cntena may substttute • • • • ~ • •. _ • • __ _ ( ) Separate switching cif daylit areas per 2-5319(d) ., ••• ( ] Separate switching of display and valance lighting in retail and wholesale stores p<lf 2-5319(h) ••••• _ ._. __ _ [ ) Automatic control of display lighting in retail and wholesale stores per 2-5319(h) _ _ • • _ • • • • • __ _ [ ] Tandem wiring of one-and three-lamp luminaires per 2-5319(i). • • • • • • • • • :. • • • • • •• Daylighting and Lumen Maintenance Controls (when applicable} ( ] Uniformly iltumination reduction to one-half l I A.. per 2-5319(e)1 • • • • • • • • • • • • • I~ f"\ [ 1 Flicker free operation and no premature lamp failure per 2-5319(0)2 •••••••••••••••••• ( I Timo delays to pmvont undosirablo cycling por25319(o)3 •••••• _ •• _ ••••••• [ J Step switching dovlcx:s with separation b<:twocn on/otl settings por 2·53t9(o}4 ••••••••• EEM Form Revised September 1988 "H: { ) Photocell sensors with a diffusing cover and no opaque cover per 2-5319(e)5 •••••• [ ] Manufacturer's instructions provided for installation and calibration per2-5319(e)6 •••••••••• [ ] Pro~r installation of controls induding sensor location, certification of initial calibration and control of luminaIres Rclerencam Construction Documents only within daylit area per 2-5319(e)8 ••••••••• ----1--,-- ( ) Visible or audible malfunction alarms per 2-5319(9) ••• -~- Occupancy Sensing Devices (when applicable) { ] Visible or audible malfunction alarms per 2-5319(9) •• ·--~- [ ] Limits on emissions per exceptions to 2-5319(e) •••• __ __l___ HVAC and Plumbing System Measures [ ] Piping insulated as required by 2-5312 •• .. M---3 [ ] Certified HVAC equipment per 2-5314(a) • • M ..-3, [ ] C~rtified plumbing equipment per 2-5314(a) ••..•. ~~ [ ] Heating and cooling equipment efficiency per 2-5314(b)_ • 11/~ { ] Pilotless ignition of gas appliances per 2-5314(cl • • • • _ f.--5H~15· [ ) Automatic controls for elf-hours :per 2-53 tS(a} 1 • • • • • _J:J.:'.'.l __ [ ) Thermostat set point requireme~ts per 2-5315(a1 • • • • t1 <? [ ] Sequential control of heating and coohng per 2-531 S(a )3 [ ] Automatic exhaust fan dampers per 2-5316(b) • • • [ ] Thermostat controls for each zone per 2-5315(bl •• ( I ( J Ventilation provided per 2-5316 and 2-5343 • Ventilation and recirculatJon air quantity infonnation provided per 1403{b)3 ••• ( I Heaters for domestic hot water and'or pools per 2-5318 • M .. :; M·3 t:1 .. 1,t,s t1,1, z..13 M/l.,i- P--511rtr:: Pagn ___ of Envelope Summary Form.&· worksheet (Part 1 of 2) CF-2 ProJect Title Brian S./Westerly Mechanical For Enforcement Ageney Use Only ( Documentation Author/Firm Dato 7 .,. G, -Ci -z_ Plan Checked By Ciate Roof Floor Area/Soffits A B C D A B C D Roof Proposed Area/ Type Area A-value A-value Floor/Sofht Proposed Area; Type Area A-value A-value ".Y f ~Vlo 2-2,. <g>' GGq IS N J:i.. -.., I 1 Total l~Gfo Total ~~'L·I> Total Total Average A-value Average R-value ColB/ColO eo1 s:eot o Glazing in Roof A B C D E F G H Surface Area Proposed Proposed Type North East South Wost Horizontal Total (A1) U-valuc SC : N~ '<' - ,1 Total Exterior Wall Area B C D f: F ·---------··--·--------·------·--·-·----·--·---.. Surface Arca North East South West Total ~18o ~(.,~'6 iro,z, ~'i&-/ 111~1 EEM Form Revised September 1988 Pagc __ of __ Envelope Summary Form .& Worksheet (Part 2 of 2) CF-2 For Enforcement Agency Use Only ( Plan Checked By Date Opaque Exterior Walls and Doors A B C D E F G H J K Surface Area · Proposed Wall Requirement Wall North East South West Total Heat A-Value A-Value Type (A.,) (Ae) (As) (Aw) (At) Capacity (Rt) At/R: (Rr} At/Ar :i;::: (01::1 I 'Z.t"f 11 ~1(p ~'1'1 '-1501 1q .3. f. '-]$ ~l'ff.f Nf.i< NPr ~ "{~Gf'Z, ~ -~ 01.. Y s1 z.-/.L·l'·I 10. 'f '1 t-f l'f .1 N{>( tJ A- Totals S(n 'i'l / i,.. 11-1 11'-/v ~"fit 9/,3 Total 3G°"1f,Z Total "'"' ecl2'2Q:ifQ Bfmiired H-t-k'G-:: °11>'3 Weighted Average A-Value I i.~1 I fl A· Glazing in Walls 'i ~{g/ . '-( >'1t-; Z.<P 7 Col F /Co: I Co!F/ColK ---4'--- A B C fCj,'3 1·'1'1 F D E G H J K -Surface Area Glazing Characteristics Weighted Averages Glazing North East South West Total Total Area West Area Total Area Type -(A.,} (Ac) (As} (Aw) (At) U-Value SC x U-Value xSC xSC ~ 33 / I L.{ t./ ~ 8~(.p 67. Z,(ot.f I !. l I .t;~ 2/13/ ,5 NA I '1 >Z.& Totali: 1-~J I Lf..., '1 '2(pb ~ t.(qc./ I Tot.'lls z.. <=t ;1.s tJA l'iS'it. U-Valu•· West sr lotal SC SC Adjustment Notes: Averages I, f I tJPr I , ~~ l Col I/Co F ColJ JC.0' l Col K/Col F EEM Form Revised Sep1embcr 1988 Page __ cl ("' ·\ ... I \ {l /:·· ... _ Construction Assembly Compliance Form CF-3 For Enforcomont Agoncy Use Only Project Titlo ~rAtJ s · J wt5 -r@,~r.-y Hf~rl-A1.Jr (..-/1,. L-- oocumontation Author/ irm Dato Chockod By Dato 1,., -c:r-z...- General Information Asso'."bly Typo and Numbor • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .~0 2 Framing Type ••••••••••• · • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 3 Framing Sizo • , • • , • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • , • • , . 4 Framing Spacing • • • • • • •. , , • • • • • • • • • • • , • • · : -~ • • • • • • • • • • • • • . • • • • :2.A-inches 5 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • J •. • • • • • • • • • • • • • • • • , 19 F-ft2-hr/Btu 6 Effoctivo R-valuo or Cavity/Framing ... • • • • • • • • • • • , • • ·• • • • • • • • • • • • • • • • • • • 19 F-ft2..hr/Btu . Ii ~f '7 Sketch of Construction Assembly List of Construction Components A Description f&J II~ -o ~ f?-Oott ,-Jq 2 'Lz" ?l--YWet:>t:z 3 Al~~At,£ 4 g-tl'i I NSUkA1:lO~ 5 t<Ol½{1c..-~ I~~ 6 7 8 Total R-Valuo w/o films •• , • • • • • • • •••• 9 Inside surfaco air film • • • • • • • • • • • • • • • 10 outside surface air film. • • • • • • • • • • • • • • 11 Total lhermal resistance (Rt) • • • • • • • • • • • • 12 U-valuo (1 / Uno 11) •••••• , •••••••• , Form Revised Septombor 1986 B A-value C, ,;-:; o.,.ht-- 0 .-t;o 19 .o l,Z-? .z,z_ , 0 t:>.&~ o, 11 iz.~!7 0,01-1· C Wall Weight (lb/ft2) D Specific Heat (£3tu!F-lb) Total HC E HC Col C xCol D (Btu/F-sf) Page __ of __ ... ./~ ; t::I ). \ Construction Assembly Compliance Form CF-3 R A--t-1 0 I! t.--t.---f f<-:9 O I J G--'!.S. Pr~ioct Title For Enforcement Agency Use Only 13 P-1P<i-l S, / wes.·nSF<.t-Y r1~H-AN I t.-A !.-- Documentation Au!hor}Firrn Dato Checked By Dato 7-(,-t,.... General Information Assembly Type and Numbor • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Framing Typo • • • • • • • • • • • • • • • • • • • • • • • . • '. • • • • • • • • • • • • • • • • • • ___ _ Framing Size • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • ~--- Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • inches 1 2 3 4 5 6 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • F-ft2-hr/Btu Effective R-value of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • F-ft2..hr/Btu e ' ' II ' I \ ~ l ' I \ I . Sketch of Construction Assembly List of Construction Components A Description " 1 .. .-j lld ,, ,<; O -+ ,.,_ {!oWt,. :ul---'f r u,_ 2 3 4 5 6 7 B R-value O.Cf 8 Total R-Value w/o films • • • • • • • • • • • • • • 0, 'if ; 9 Inside surface air film ••••••••••••• , • 0, b$ 10 Outside surface airfilm. • • • • • • • • • • • • • • 0 • I 1 11 Total thermal resistance (Rt) • • • • • • • • • • • • } , 4 6 12 U-value (1 /Une 11) • • • • • • • • • • • • • • • • Oi (e fl Form Revised Soptombor 1986 C Wall Weight (lb/ft2) 81-? D Specific Heat (Btu/F-lb) t:J,Z.1-: Total HC E HC Col C xCol D (Btu/F-sf) l'L3 Page_of __ . ,q ,.i . Construction Assembly Compliance Form CF-3 For Enforcomont Agoncy Use Only Project Title ·e12-1A:t:1 5>, / W6s:r~R l...Y Mfx.HA-Ntc.,A t-- Documentation Author/Firm Date Checked By Dato . General Information IJ.o-L..L--:i;r;- Assombfy Type and Number • • • •. • • • • • • • • • • • • • • • • • · • • • • • • • • • • • • • • • ( fJH~frflo~) 2 Framing Type • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • kJ OQQ 3 Framing Size • • • • • • • • • • • • • • • • • • • • • • • ·; ·• • . • • • • • • • • • • • • • • • • • • 21-t\ 4 Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • • • • • • Z4 inches 5 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11 · 9 F-ft2-hr/8tu 6 Effective R-valuo of Cavity/Framing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • & . fe~ F-tt2-hr/Btu Sketch of Construction Assembly List of Construction Components A 1 1 Doscription ½.. 6r'(f7UM EX?.A12D /-t-) 2 1(-11 I bJSUI k(fl2 µ 3 4 5 6 7 8 R-value o.qo 8 Total R-Value w/o films •••••••••••••• _°[_, ~~ ...... & ___ _ 9 Inside surface air film , • • • • , , • , • • • • • • o. '7S 10 Outside surface air film. • • • • • • • • • • • • • • 0, G,g C Wall Weight (lb/ft2) t;,z.o 0.15 D Specific Heat (Btu/F-lb) 0-ll CJ, 11 Total HC E HC Col C xCol D (Btu/F-sf) , . 3G, ,.14 11 Total thermal resistance (Rt) •••••••••••• _...._I .,._Q_•_.q._4.__ .(j ~).12 U-valuo(1/Una11), ••••••••••••••• 0, OG I Form Revised September 1986 . Page __ or __ Energy Budgets Workshe~t WS-1A For Enforcement Agency Use Only ( Brian·s.[Westerly Mechanic~-a-1~---~~~oo~~~ ~7/4~~ -Plan Checked By ------·oaw - Summary Data Second Generation Standards Occupancy Types 2 'j 1 Conditiooed Floor Area • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 'f 0'3 sf 2 Total Allowed Energy Use (MMBtu are Btu x 1 oGJ • • • • • • • • • • • • • • • • • • • • • • • • • • • ?, ,Ci, ?.., 7. 3 MMBtu/yr 3 Energy Budget (Line 2 x 1000 / Line 1) (kBtu = Btu x 1o3J • • • • • • • • • • • • • • • • • • • • • • • • If 'S, ~ kBtu/yr-sf First Generation Standards Occupancy Types 4 Conditiooed Floor Area • • • • • • • • • • • • • • • • • • • • • · • • • • • • • • • • • • • • • • • • --'-N-'-'~--sf 5 Total Al~wed Energy Use (MMBtu are Btu x 1o6) • • • •••• -: • • • • • • • • • • • • • • • • • • • ~ MMBtulyr 6 Energy Budget (Line 5 x 1000/ Line 4) [kBtu = Btu x 103) • • • • • • • • • • • • • • • • • • • • • • • • kBtu/yr-sf Second Generation Nonresidential Standards A B C 0 E F G H J K L Conditiooed Cond. Good. lie htinn Adiustment Adjusted Allowed Floor Area Perimeter Area to Energy Allowed Energy Enersy Occupancy Description/ by Perim. Budget LPD Pkg.A (H -1) Budget (Kx )/ Type Floor# Per Total Per Story Ratio [kBtu/ (CF-5) LPD Rqt. x38.0 (G + J) 1000 Occupancy Story (DIE) (yr-sf)J MMBtu/yr ~ow~\~ F",,~s.-r l>/~'3, l~I~'> (n(o~ oh''''IG-l:: ~r.-oo~ 1,z.1t I I 2.----,.,,-z. l(n'N,9 l,AWP-!Sl: S.l¾ONP IO"l10 /OZ.10 '-f<l>" 1/).7) l'Z-0 ---1-z..,o ,i~z.. '1 o~,::1c.,f:; F='a.-00(!.. : Total tf'i03 Total Allowed Energy 1/1Z1-~ First Generation Nonresidential Standards A B C 0 E Conditiooed Energy Allowed Occupancy Descriptioo/ Floor Budget Energy Type Floor# Area (kBtutyr-sf) (C x 0)/1000 NA -· ,,,. ,I Total Tot:il EEM Form Revised September 1988 Pagc __ of __ ... ' ........................ .. . ... ·: ··: .~ :<: •. : . . . Whole Building HVAC W~rksheet (HVAC Power Indices) WS-4A For Enforcement Agency Use Only Project 11tle Brain s.,Westerly Mecbflftejc~:(Q...- 9 Documentation Au r/Firm _ Plan Checked By Summary Data 1 2 3 4 5 6 7 Conditioned Floor Area • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -Z ~ '-f 03 tt2 Total Fan Watts During Peak Cooling Conditions (from Worksheets below) • • • • • • • • • • • • • • • • / I· '2-3 kilowatts Fan Wattage Index (Line 2 x 1000 I Line 1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , l.{ '-i Watts/ft2 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) • • • • • • • • • • • N {>,( kBtu/hr Cooling Power Index (Line 4 x 1000 I Line 1) ••••••••••••••••••••••••••••• ·-J--Btu/hr-ft2 Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) ••••••••••• --t-kBtu/hr Heating Power Index (Line 6 x 1000 I Line 1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .____ Btu/hr-tt2 Fan Energy A Equ~ent B Description FL....-! f'AI-J COi l., ,:;-(...--l,-I P,l--3 > I Ft--4 -¥' ,v H-P...-1 z.. f'N--kAbGP HM~ 1-f ~3 ,: 7.9.<J HP-'-f.& H-f'-lo '\ I , It ' C D E F Brake Horsepower Motor x Drive Efficiency Cooling · Heating Cooling Heating °J,/'-{ ,-,-z. lj'"l., .70 l/3 • (o(o I/ 'i I (o'-{ 1'1-r.-.,&o I • 7Cf l/1.t ,10 lf,f. ,&,t.{ Heating and Cooling Equipment A B C D E F Cooling Eq=ent Design Conversion Source Description Output E:fficiency Factor kBtuthr na Al1 Fans From na 10.239 Wo~heet Above C-L>-l c.01-1o£-~s 11-l<., LINf-( t;~t:.oo er .... ~ • -E;f.f<. e,u-z--_-;jCjl"Y");J I 0,.SO c. S""c;;'"-"- vtJ~:t.S 7. rr.riao 10,0 • ,-'!>E6~ (..,LJ -o./ . .._/ ' Zc.'-100 10,5 "' -5eP~ H-P..-.3~ ·ui o .. ,i..,M_.,_D u~'1" PtJMP ~~00 ~.o .. :-~Ge H P-1 I 112.000 8."Z-~~,~ HP~l-f fo I 3Sooo p;J,t:; "" -E:6R HP.-IO ' ..,. '-, I <go<lO er. t.. ~ i-S.&6-1~ HP-7,. ar,.oao ~.5 • ;;..i;,:~ Hf'-9 ~'&t:)00 R, '"I "' '-f-tP- Total G H J Peak kilowatts !Conversion Number Factor Fans Cooling Heating 0.746 , .777 0.746 I ,S-33 0.746 'Z.-• 7e; 'i 0.746 I r Z,Cf ( 0.746 z.. Z..1'i7 0.746 17" l.f.721 0.746 'Z,. I, 061((1 0.746 I ,?.'1 I 0.746 0.746 0.746 0.746 Total Kilowatts I I ,Z.S G H . J Heating Design Conversion Source Output Efficiency Factor kBtu/hr na 10.239 &,coo :l,~" i-c,.op ~?c:>00 :~.-z_'-1 .. '-t:-al"" ''39000 3.~. --e..op ?Os:fOO :;,,or,., c-c..OF (nO'QO 2,,C'jQ. ~~p II.>~ -Z.'1'1 • '"-GCF' .3<000 7., f'i .. ,__~ol"" l9aoo (o,G, .. ~ l-fSP~ >-<7500 -z.. 9(:, .. -OOP ro I 000 -:s .1 ~ -c,o,O Total Date EEM Form Revised Sepltlmber 1988 ' Page __ of __ ... •,••, .... ···.·. ··,· ·,······:_ ,• CERTIFICATE OF COMPLIANCE -SCM v3.~A PERFORMANCE REQUIREMENTS CF-1X Project Title: RANDALL PRODUCTS Date: 01-01-1980 Architect/Engineer~ INTERIOR PLANNING CONCEPTI3 Time: 00:05 Project Location: 2728 LOKER AVE. W. City/Town= CARLSBAD (ktthor/Fir·m: BF<IhN SCHPClEDEF< / i,JESTEF:LY MECHAl,lICf.°¾L *****>> RUNCODE: 01-01-1980-BD I el f?phone # 619--279-·27'7'4fiJ PAGE l OF 4 TCito:11 Zoneis 1 !:, GENEF~AL 1 r'ILiJ. t.i ·-tf:.>nc:\nt ? • " •••••••• 2 CEC Oc:c :~:; UBC Dec: .. ry·p e a U U ,t M 4 n U 4 " • 4 Climate Zone •.••.•.••.. 5 Cond Floor Area (SQFT) • 5A Cond Perimeter <FT) 6 Uncond Floor Area (SQFT> f.l 1-U 1 • Eng Budget ..•••.• S) Cale. Mi:?thod •••••••••• 10 Multiplier ••.••••••.•.• 11 Cale Eng Use (KBTU/SQFT) ENVELOPE REQUIREMENTS 13 Avg Ext Floor R ••••••• 14 Avg Opaque Wall R •••.. 15 Wall Glaze Area <SQFT>. 16 .P,vg SC (l'-lall Glaze) ••.. 16A SideFins/Overhangs ••. l 7 Roof EH ,::1.;;.'. t"i (.!trea ( SGlFT) •• 18 Avg SC (Roof Glaze) LIGHTING REQUIREMENTS 19 Modeled Zone LPD ....••. 20 Common area LPD ••••••••• 21 T<;?nant Space L.PD. • ...... 22 Package Light Reduction. 23 Light Controls Required? MECHANICAL REQUIREMENTS -l<:- 24 System ryp€-? * ......... . 25 Unit Fan Power (W/SQFT>. 26 Rated Cooling EER •...... ?7 Rated Cooling Capacity. 28 Rated Heating E~~ .•.... 29 Rated Heating Capacity .. 30 Economizer Cooling ••••• 31 HP Aux. Heating Capacity. 32 HP Crankcase Htr (W) .... 33 Loop Capacity (Gal) ••.. 34 Boiler EFF ••••••••••••• 35 HP Water Heater COP •... 1·,.1 OFFICE B-·<2 OFF I CE 7 1::::;@['1 9;::;; 7-one :J:j:2 j\l OFFICE B-··2 OFF-I CE ·"'/ l 4(;~(£:! Zone :J:J:::::; h! OFFICE B--·2 OFF I CE Zone #4 f\1 OFFICE B--2 CiF1::: I CE ***************************************~ <See CF-iB, Part I & CP0-23 CPO-23 122.48 -···, i:.-:--:-' .,::. .. -..JI 49·7 f:1. 55 HO (!.I 1.. QJ1;1 Ni Pi M/f'.'.': ND HP/AC/U!;J 0.60 ,:.;1. 45 56;:ili.Hli 61@ll0 1,10 ,1 0 N/Pi 1,1/A N/h 1. ta::::; H'.'.16 .. 6~.'.i ilJ. i7!0 :~::;~t3 \{]" !:i~.i NO w J • 0i2.J J..t:.i !·,!/Pt h!/A NU HP/,~iC/Gi,i.J ta. :~:1:1 8. f10 .::;,<;'Wl..'.it'.J ::::;. 2LJ. 4:?Q.10t:.l l'-Jf"'I t'.l (i.'J M/ {i N/f°4 N/(4 scr-,·1 Budget CPD··-23 1. 0:3 11.:~;,.44 ~.::;2:t i?.i. !:.:15 1,10 0 l. l}Ji;;j L'.:5 NIA r,!f t:i HP/P,C/Gl,,J !2). 4~) 8.0!Z'.I ?;6(!J@J;j ?:91illj(,'!J NCJ (li 0 Nil; N/h N/(-~ S1-tff1ff1ct.1·-· -'/ > CPCJ---:2:::;; 1zi !Z'.I. l'Hb HO (.:j l . 1,'.il.Z! M.-'{:.i i,!.f Pi ND HP/hC/Gl•.J 8. il.i0 22401.D :~~ II flJ6 NO 0 [I l'l/A i,1/Pi N/A GF = Gas Furnace? OF= Oil Furnace, ER= Electric Resistance HP= Heat Pump, HY= Hydronic Heat Pump. AC= Air Conditioninq GW = Gas Water Heater, EW = Electric Wate~ Heater, HW = Heat Pum~ Water Heat~- CEfffIFICf-4TE OF COMPLIANCE -· SCM ,,,:~;. 2,::-1 PERFORMANCE REQUIREMENTS CF-lX Project Titlen RANDALL PRODUCTS Architect/Engineer: INTERIOR PLANNING CONCEPTS Project Location: 2728 LOKER AVE. W. City/Town: CARLSBAD Date: 01-01-1980 Time: 0m~0::; Author/Firm: BRIAN SCHROEDER/ WESTERLY MECHANICAL Telephone# 619-279-27940 *****>> RUNC~DE: 01-01-1980-BD Pf1GE ~? OF 4 -------------------------------------------------------------------------- Total Zone: 15 ZOf1(:'? Zone :j:j:.~ Zone,2 Zone ~l:8 --------------------------------------------------------------------------- GEl\lERAL l l"'lulti·-·tenant ? .......... . 2 CEC 0cc: :3; UBC Oc:c: 4 Climate, Zone ............. . 5 Cond Floor Area (SQFT) .. 5A Cond Perimeter (FT> .. 6 Uncond Floor Area (SQFT> 7 Budget Tc:1.b.le ........ ,. .• 8 All • Eng E<ucl<;Jt~t ....... . 9 C-:3.lc., t--1ethod u-iu.:.:ttnuu= 10 Multiplier ••.•...••.•.. N OFFICE OFFICE B-2 OFFICE ·B-2 OFFICE 7 ~$(?)(Zl(1.) 7.~:; 7 14(i-:J'..'.:: I\! OFFICE B-2 OFFICE 7 N OFFICE B·-2 OFFICE 7 l 16 *******************************~******** <See CF-lB, Part I & SCM Budqet Summary> CF~-23 CP0-23 CP0-23 CP0-23 1.03 1.03 l.03 1.0~ 11 Cale Eng Use (KBTU;SQFT) 103.93 99 .. ::~;.q. :l. (?J2" (lJ!?J ENVELOPE REQUIREMENTS 12 Avg Roof R ............. . 13 Avg Ext Floor R ....... . 14 Avg Opaque Wal! R ••... 15 Wall Glaze Area (SQFl). 16 Avg SC <Wall Glaze) .•.• 16A SideFins/Overhangs .... 17 Roof Gla:::~e f:ir-ea (SG!F .. T) •• 18 Avg SC <Roof Glaze> LIGHTING REQUIREMENTS 19 Modeled Zone LPD •..•.•. 20 Common area LPD ••••••••• 21 Tenant Space LPD ....... . 22 Package Light Reduction. 23 Light Controls Required? MECHf°.!\N I CP1L REQUIREMENTS * 24 System Type* .......... . 25 Unit Fan Power (W/SQFT>. 26 Rated Cooling EER ...... . 27 Rated Cooling Capacity. 28 Rated Heating EFF ...... .. 29 Rated Heating Capacity .• 30 Economizer Cooling ••••. 31 HP Aux .. Heating Capacity. 32 HP Crankcase Htr (W) ..... 33 Loop Capacity (Gal> ••.• 34 Boiler EFF •••.•••.....• :;_,5 HP i,Jater· Heater COP •••• (.!J" 1/..HZJ m. 0t:i NCi 0 :t " flJ(}j L~i l'-1/Pl N/A NO HP/P1C/Gi1J 0. 46 8 .. ~j(Z) 86flJ(?Jfi.i :~~ ,i C)(::,, 875@jj NO "' (ij N/i.!\ N/?1 N/i~ WJ v.) :t. Ei0 l c::· u ._J l\l/ ,:i h!/A NO HP/f'..1C/Gl~.1 {!J. :~:7· 8. {?.Ji!) .:;,(~1(?.jl2}0 :~; II f!i8 :~::9@ll0 NO C.1 (ll N/h N/f"t N/h 1. 1 ND 0 i . (llf.'.i J. u !::1 i'I/A N/h NCI HP/AC/G!,J C!J. :2;8 8. 2W J.'..2t.2Jf%:J :~:" 94 1:si:100 t,ID fJ ([I 1\11{4 NIA l\l/A GF = Gas Furnace, OF= Oil Furnace~ ER= Electric Resistance HP= Heat Pump, HY= Hydronic Heat Pump, AC= Air Conditioning m. (ZJ(!! (;') 0. (:'..IV) NO !?} 1. .. (lKi L~i !'l/ {~ l\l/{-:-, HP./?~C/Gi-1J ~::l. 4f; 8 .. 7flJ ~:i8~.'.l~'.Jl,j ::~, IC 11!.i ,b 10(.!}~j MO 0 ill !',!/{~ N/(4 NIA GW = Gas Water Heater, EW = Electric Water Heater, HW = Heat Pump Water Heat~ CERTIFICATE OF COMPLIANCE -SCM v3.2A PERFORMANCE REQUIREMENTS CF-1X Project Title: RANDALL PRODUCTS Date: 01-01-1980 Architect/Engineer: INl"ERIOR PLANNING CONCEPTS Time~ 00:05 Project Location: 2728 LOKER AVE. W. City/l·own: CARLSBAD Author/Firm: BRIAN SCHROEDER/ WESTERLY MECHANICAL *****>> RUNCODE~ 01-01-1980-BD Telephone# 619-279-27940 PN3E ~~: OF 4 Total Zones;. J5 GENEF<AL 1 Multi-tenant? .•........ 2 CEC: 0cc: ::;; UBC 0cc ·1~~,lpe II al I: U &l U fl 0: n • • 4 Climate Zone •.......... 5 Cond Floor Area (SQFT) . 5A Cond Perimeter (FT> •. 6 Unccnd Floor Area (SQFT) 7 Budget Table ...•...•.• 8 All. Eng Budget .••••.• 9 Cal c. Mt?thod •••••••••• 10 Multiplier .•.•.•.•..... 11 Cale Eng Use (KBTIJ/SQFT> ENVELOPE REQUIREMENTS 12 Avg Roof R ........... . 13 Avg Ext Floor R •.•••.. 14 Avg Opaque Wall R •.... 15 Wall Glaze Area (SQFT>. 16 Avg SC (Wall Glaze> •..• 16A SideFins/Overhangs .•. 17 Roaf Glaze Area (SQFT) .. 18 Avg SC (Roof Glaze) LIGHTING REQUIREMENTS 19 Modeled Zone LPD ...... . 20 Common area LPD ••••.•.•. 21 Tenant Space LPD ...••.• 22 Package Light Reduction. 23 Light Control5 Required? MECHANICAL REQUIREMENTS * 24 System Type* ..••.•.... 25 Unit Fan Power (W/SQFT). 26 Rated Cooling EER .•..... 27 Rated Cooling Capacity. 28 Rated Heating EFF •.•... 29 Rated Heating Capacity .. 30 Economizer Cooling ••..• 31 HP Aux. Heating Capacity. 32 HP Crankcase Htr (W) ...• 33 Loop Capacity (Gal) .... 34 Boiler EFF ••••••••••••• 35 HP Water Heater COP .... Ion€~ :J.i:'~1 ZonE~ tl:l[l Zone #:J.1. Zon<-2 *l:J.2 N N N N OFFICE OFFICE OFFICE OFFICE B-2 OFFICE -B-2 OFFICE B-2 OFFICE B-2 OFFICE 7 7 I 7 1460 730 1550 1030 **************************************** <See CF-18 9 Part I & SCM Budqet Summary> CPO-23 CPO-23 CPO-23 CPO-23 1 • 0:.~; 12:~;. 18 IZi. 0EJ NO !l.i :t. f%!) L ~:, i'-1/{; N/h HP/AC/G!,i./ C!i. 65 8. t?i!!i !5 8!::.iG:JilJ :2 II ~tfll 600&~0 NO (1 (Zj N/ti N/f-'.: N/f-% :I .• !!.L~:: NO m l" t)iiJ N.1 fi l\i/(~ NO HP//.1C/Gl-lJ (ZJ. 7:~: B. ~:::,tz, :::., ~:.i P.i (lJ f~I .. --l .;;: u 8.1~ :s!:.i0C!tf1 NO 0 C1 N/H N/r~ N/P1 121.22 :294 NO .l .@2i 1 ,:::· " ... J N/h h!/ {~ I\ICJ HP/hC/Ei!,i..1 0. ~J :l 8JI (l'i(l) !5 ~i!::i(l) llJ 2u 9iZJ ,f.:-, llJ [1 llJ ~:i 1\10 12) (2.1 N/h l\l/h N/h 1. er:::: 1. l 5" .q.·7 NU fr) 1.. 012) L~i N/,; f"•.1/h HP/ f'..)C / G[,.J l"2l. ~s:::: El. !.:1tz'.I :~; !.:i IZJ (!) t?) ~'~~JI {34- 3~5i2i0(l1 ND (2) (li N/A N/A N/f:~ GF = Gas Furnace, OF= Oil Furnace, ER= Electric Resistance HP= Heat Pump, HY= Hydronic Heat Pump, AC= Air Conditioninq GW = Gas Water Heater, EW = Electric Water Heater, HW = Heat Pum~ Water Heat~ CE~TIFICATE OF COMPLIANCE -SCM v3.2A --------------------------------------------------------------------------- Project Title; RANDALL PRODUCTS Architect/Engineer: INTERIOR PLANNING CONCEPTS Project Location~ 2728 LOKER AVE. W. Date~ (lJ1.··-(ZJ1·-··:lc/8Qi Time~ fr'J(l.1::(?J5 City/Town; CARLSBAD Author/Firm; BRIAN SCHROEDER/ WES"fERLY MECHANICAL Telephone# 619-279-27940 *****>> RUNCODE: 01-01-1980-BD Total Zones. 15 GENEl::::AL. 1 Multi-tenant? ...•..•••. 2 CEC 0cc 7$ UBC 0cc ··r)/~:)E :1 P U fl Q If M a r1 11 U 4 Climate Zone .•••.••••.• 5 Cond Floor Area (SQFT) • 5A Cond Perimeter (FT) •. 6 Uncond Floor Area (SQFT) Zc.<nf::• . 4:J: 1 ~.:;; 1,i OFFICE Zone =l4:J4 ,,i OFFICE B-2 OFFICE ·B-2 OFFICE f:33 :.275W t3:~, Zcine :J:F:i.5 PhC:iE ·ll· OF Lj N OFFICE B·-2 OFFICE 268 7 Bud~F2t. Tc;1.ble .......... . 8 All. Eng Budget **************************************** <St=:e CF··-·lD, P211--·t J ~-: ~lC:1"11 :uudqet SU.HHTlc:\l~y.> 9 C.;;i.1 c. Mf::ithod CP0-23 CPO-23 CPO-23 10 Multiplier ....•........ 11 Cale Eng Use (KBTU/SG~l> 1.03 1.03 1.03 115.12 115.12 168.72 ENVELOPE REQUIREMENTS 12 Avg Roof R ....•....... 13 Avg Ext Floor R .•.•.•. 14 Avg Opaque Wall R ..... 15 Wall Glaze Area (SQFT). le~ hvg SC <t-'./2dl Gla:-:e) .••. 16A SideFins/Overhangs ••• 1? Roof Gl a:~ e f~rea ( SG."!Fl) •• 18 Avg SC (Roof Glaze) LIGHTING REQUIREMENTS 19 Modeled Zone LPD ....••• 20 Common area LPD ........ . 21 Tenant Space LPD ...... . 22 Package Light Reduction. 23 Light Controls Required? MECHANICAL REQUIREMENTS 24 System Type* ....•..•.• 25 Unit Fan Power (W/SQFT). 26 Rated Coaling EER •...... 27 Rated Cooling Capacity. 28 Rated Heating EFF .••... 0 (?).@.:'.l NO \(.! .!..Oil! LS N/i:; l\!/A NO HP/hC/Gl•J ilJ. T::: s.e.,m 6 t.lJ ILJ ILJ ILJ 29 Rated Heating Capacity.. 5850~ :.:::e, Econc,mi:.;'.er Ccml ing • . . • • NO 31 HP Aux. Heating Capacity. 0 32 HP Crankcase Htr <W) •.•• 0 33 Loop Capacity (Gal) •.•. N1A ::::;..:~ Boiler EFF . . . . . . . . . . . . . M/A 35 HP Water Heater C~P .... N/A * 0 l1. @{j NO Qi 1. tJi.i'.i N/{1 N/A MD HP/?\C/Ei!>.J s .. mw l:iil)l!)0ilJ 2 .. 9(2.i 58500 I\IO (lj 0 N/r'.":i N/P1 M/A eJ f:1 • (llf'.i ND (1..t 1 .iltG'.i N/A hi/ {2! NO HP/t-'.'.)C/Gt.,J :l n (?)9 8.0fl.t 1.El@'1(ZJ 1<?000 bf() 0 (ij l'-1/A NIA 1\1/P, GF = Gas Furnace, OF= Oil Furnace, ER= Electric Resistance HP= Heat. Pump, HY= Hydrcnic Heat Pump, AC= Air Conditioning GW = Gas Water Heater, EW = Electric Water Heater, HW -Heat Pump Water Heat, SCM v3.2A -SUMMARY OF ENVELOPE INPUTS <PART 1 OF 6 > CF·-··2X ------------------------------------------------------------------------------ Project Title; RANDALL PRODUCTS D,:l.te ~?H·--f'.l:1.--1980 Ti me~ (?.)Q'.1; (1.)~.:i Author/Firm; BRIAN SCHROEDER/ WESTERLY MECHANICAL RUNCDDE1 01-01-1980-BD HOOF Date ============================================================================= Zeme 1 :2 :.::: 4 ~5 t, '? 8 0 ! 1.m 1 1 12 i::::; 14 15 r~c,o·f Type f:;:001:: 1 ROOF1 HODF1 FWOF1 r(ClDF 1 RUClFl 1:moFl F::OOFl RDOF1 ROOF1 FWDF1 F~OOF 1 ROOF1 F:OOF 1 ROOF1 Roof Abs. 12)" 7tt.i fl. 7(.?J (2). 7(i.i &:i. 7t3 0 .. '?(?.) 12:i .. 7rl 0. ?l?.1 k1., 7'0 Q.1 .. '?(?.) 0. 70 (l.J. '/iZt !,-.'.)./((! 0 .. ?ill f~ .. ·.n~, Qji, 7{Zt l;.1 0 0 iZ) [1 0 (jj j_4c>(l.) 7::~;(?) l ;:i~i(lt 1 E1::::;t?J :;~7-~_:iiZI ~::'. l ~,1.ll ~:6E< Design R···val ue :2:·~:~" El5 ~2::~" 85 :1;:~ ::2 II E} !::5 :~:2u 85 ?"~r-f?a/ F:-Value 0 .. 00 &?1. 0GJ V..i. 00 0. (Zif!.l lZI. i!.)(ZI l!J,. 00 11 Cj u @::~: (lJ .. 0W 12{?.I,, :3;4 Vi:1JL ::54 1 i .. T::: Ceiling Height :H'.J. 5 9 .. W Si. GJ '? .. f1 s:·. (ZJ 9 .. ~'.J iil} .. 5 16.0 9.0 S-'r.!D 9" QJ •.:_;;. 0 '?. k:1 9, (;~i ----------------------------------------------·------------------------------- Totals 58(?.l .. 2 Avg. R-val 22.85 SCM v3.2A -SUMMARY OF ENVELOPE INPUTS CPART 2 OF 6 > Project Title: RANDALL PRODUCTS D;::1.t.e 01-·0:f.·-1cn-30 T:ime 00:05 Author/Firm~ BRIAN SCHROEDER/ WESTERLY MECHANICAL RUNCODE~ 01-01-1980-BD OPAQUE EXTEFUOf.: tJ,JhLU3 AND Dooi=;:s CF-··2X ~-===-===--==~~~-=-=~=-================================================~===== Zone t,,Ja.11 TypE? t.-<J-::i.11 f)n2a Dclar {"i 1··· e 2:1 Heat l v-Jal l Cap. : Abs. F<-Va.l Llf:? ===========================================~===~========~~~=========~=~~=~=== 1. EXT 2 EXT :3: EXT 4 EXT J!::" ~J EXT 6 EXT 7 EXT 8 EXT 9 E:~XT 1m EXT 1 :i. E:i<T :l:2 EXT j_ :::.~ EXT 14 EXT 1 ~! EXT !>-Jf.:,L..L !>-!t.1iLL l,•.Jf.~LL.. l·..lf-,L.L [A)ALL. v-.lP;LL. l-•JP1I ... L. l;JhLL l.1.Jr-:·rL..L L-•JP,L!.. i;J{:;L.L. t1JC:iLL ~1JAL..L WALL. i•JP1L..L. l!-8(ZJ :36,b 20:l .j8/ l.:!57 :l/:38 l ~,;~96 1851~) :291. 648 648 4:52 8982 L: r. {:l'? ~ fl} a 7·,:21 ~! II ~1:J'? ~ (2) ;z '/([J :~·: U (!:} 7 ~ (lJ II 7'0 2. ,':..17 l (?}. 7(?) 2 • t.J 7 : ei • 70 2u /:.J}": flfn 'lflJ 2 .. b7lGLn~, 2. i:)7: (li. "?E1 2.67l<?J.70 2.67l!iL"ll.?.J 2. 67: Qi. 7&."1 2. 67: l!Jr. ·70 2.67:e,.7w Weighted Average R-Value :?" 6 :2, .. ~ 2.,6 Hlt.,,, ";'IZ, 142 .. 36 '?t:~.,J.f:} 1. !:;iQ} • ::; :~; 5(2)4. :i.6 ff?. ::'.:i l 21z;4,. :2w 11.::5 .. 19 :~·'. ~.:.i 2 • {lj.<'./. l bB. QJ:::.t SCM v3.2A -SUMMARY OF ENVELOPE INPUTS Project Title: RANDALL PRODUCTS Date 01·-·i!l1··-151B(Z1 Timfz.? 0/Zl;0~~:; Author/Firm: BRIAN SCHROEDER/ WESTERLY MECHANICAL RUNCODE: 01-01-1980-BD =~~======-~~~-~=-=~==~==~=---==~=============~=============================== Horizontal Madel E?d Ione Type U··-Va1 ue SC ============================================================================= J. :2 7 0 , 1m j_ :l. 12 •; ···:· .I,·-· :l4 15 SKYLIGHT SKYLIGHT S!-<YL I (:)HT SKYLIGHT Sl<YLIGHT \3KYLIGHT Sl<YLIGHT SKYLIGHT SKYLIGHT \:H<YLIGHT SKYLIGHT S!-<YLIGHT Sl<YLIGHT Sl<YLIGHT Sl<YLIGHT Total 0 EXTERIOR SURFACE AREA 0. (?} 0 .. ili iZL fZJ 0.0 0 .. tZI 0.0 (!.'.!. !'Zl 0.0 0.0 rz,. 0 0" /]J t?i. 0 (2:l. 0 0.0 0.0 1162::5 bl/A N/f-4 N/Pi N/A J\1/h N/P1 N/h N/A hi/f.) l\i/t~ N/~i 1\1/h l\l/(;1 Nlf-, N/f~'\ 1 .. (Ztv.i 1. IZl(ZJ 1 "@Zl 1 . fJ(i) 1 ,, (!.J(2'.I 1. WW l .. f?HZI :l.. W?J j_,.(.,J(ii .l. 0iZI 1. ilJ0 1. f%1 1. (ltl:'.) 1 .. m:1 1 ., (?..i(:'..I SCM v3.2A -SUMMARY OF ENVELOPE INPUTS (F'Afff 4 m= 6 ) CF-2X Project Title: RANDALL PRODUCTS D"'lte eu-01---:1. t?B0 Ti mEi ¥J0: t'.15 Author/Firm: BRI~~ SCHROEDE~ / WESTERLY MECHANICAL RUNCODE: 01-01-1980-BD Plan Chf2c:ked By :Or..:i.te --=L=~-~=-==--=========-==~=====~==~=== ===================================== Zeme Floor Typ1::~ lJ('2Si qn H-··val ue (-)re<E,./ H····Val u.e =====================================~========~=====~===============•======== j_ 2 4 5 -, ,· 8 s) 1.0 11. 1:'? Totf?,1 s SL.AB SL.AB ElL.r-~)f3 SLAB 81....(-)B 13L..hB Sl...t:-iB SUH:< SL/!~B !:lLAB BL.AB SLAB SL.hB su:m SL.f:iB 1:.::,!Zl!Lt :li!,llHl) 107~3 :30m,1 :l.4i:t? :3;720 14-60 j_~i~:'it:'.) 1. 0:::H2J 2·75(2, :i:::/!.:)l:1 268 iZ_! t,v~1.. P-···v=:l.1 i'-1/f'.:; SCM v3.2A -SUMMARY OF ENVELOPE INPUTS (PART 5 OF 6 > CF-2X --------------------------------------·---------------------------------------- Project ·ritle: RANDALL PRODUCTS Date 01-01-1980 Time 00:05 Author/Firm: BRIAN SCHROEDER/ WESTERLY MECHANICAL R~~CODE: 01-01-1980-BD Plan Checked By Azimuth= 0 GLAZING IN WALLS -Area1Shading Coefficjent(sc> Date ============================================================================= Zone Glazing Nlsc E:sc s:sc Wlsc Total ============================================================================= 1 2 < ~ 4 ~ ~ 6 7 8 9 10 11 12 13 14 1= J WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW Totals 2510.55 010.55 14410.55 0l0.55 010.55 010.55 010.55 010.55 010.55 010.55 14410.55 010.55 010.55 010.55 331 40010.55 21610.55· 17710.55 010.55 010.55 010.55 010.55 010.55 010.55 22510.55 29410.55 13210.55 010.55 010.55 010.55 1444 7210.55 1210.55 010.55 010.55 010.55 13610.55 31210.55 010.55 23510.55 9910.55 010.55 010.55 010.55 010.55 0:0.55 866 010.55 010.55 0:0u55 010.55 m10.ss 010.55 010.55 010.55 010.55 010.55 010.55 010.55 010.55 0:0.55 0 497 228 321 0 0 136 312 0 235 342 294 276 I·.-: Ll 0 264" SCM v3.2A -SUMMARY OF ENVELOPE INPUTS (PART 6 OF 6) CF-·2X Project Titlen RANDALL PRODUCTS Dc:1te t:i 1--e:11---1 -:;;s0 Ti llH:l 0t°1: 05 Author/Firm: BRIAN SCHROEDER/ WESTERLY MECHANICAL RUNCODE~ 01-01-1980-BD Pl c:\11 Checked By GLAZING CHARACTERISlICS AND WEIGHTED AVERAGES Do:\t.e ---------=---=--~=~~~==--==================================================== Zone Glaz:i.ng U--Value Zeme flV!.:;Ju SC Tot.2.--tl f..~n,.~ "'1· X U-Va.l .. !.1./f:;:,st. f.'.)t-ec::t X SC Tc1tal hn2i:.~ X SC =-===---~=========~===-~~==================================================== 1 t1J I NDm~ 1 . u. 0. 5!.5 ,:::·t.-.... .,....t -.J· .. JL . G1 .. Qj0 :;~ ~;::~; n :~:~.i ,.., ..:: i,1 INDCH,J 1 u j_ 1 (Zt u t:j!:,:i :?5~$ C1. \2.if!i 1 ~2~2( II 4W ::.:: i.1J INDot~J :I. ' 1 1 (() II !,:;5 :::;::fl, ilL: 012) 1. •7 t!J II !,:_( !.:.~ 4 l,tJIN:OD!-1J :I. " 1 1 (tJ .. (Zll2j f'.'i t~i u (7.j(Zj !D .. 1})0 !:'i (,\IINDO(Aj 1 . 1 l il) , i:J1,;j 0 w. f!li!.1 (J. (2j(2) c°"J t,.J I f\l DCil-1.I l " 1 1 m. =·~-=i 1 ::'d l?J. [)0 '/4 .. (}(2) 7 l•J I ND CH•.! 1 L 1l 0" ~.:,~:.; :::.~..:f.~J 0. 0!lJ 1 I:l . 6[1 El l,1) I MDrn•.J l u 1 1 (1j" (!)fr) l2i !{). ili0 W.WffJ '7i 1.>I I ND Ql.,J l . :l 1 l2}u !5~:i :2,bl IZi,.(Z)0 :I ."1(':l . .s::. 7 .:: ... -,1:::· .,::_ .. _{ H1 i~J I NDm,J i " 1. 1 0 .. c:;•L-:: ,._1._J :::.:;80 ~f u 00 l 8E~ n 11a 1 1 L• . .! I I\IDiJll-1 1 . :l 1 Et. ~;5 :~;26 e,. 12:i0 1.61. .. 7{2:t 12 l>J I NDDllJ 1 " j_ 1 k~" ::'.'i~i :.:::06 0. Wil! 1;:';i:l .. Ell?) 1 -:~ ··-· t1JINDOv-.1 :l u 1 l m .. i2HZJ {l/ !?,i,, (?.)0 m. flj(tJ 14 i,.J I NDC)l,,.J 1 " 1 1 (2},. (i.J(i.) 1}.j (fl" l!J(Z'.I m .. 0ii.'.1 j_ !:~ /,1.J I NDOl\J :l . l 1. G'..l. (l,I(?} (::i (2.),. (ZjlJ ({). t%!i Totals Building Area-Weighted Averagee Ll {li. 55 **** SCM ENERGY.ANALYSIS MODEL VERSION 3.2A **** -l<:·-M·* 2ND !3Eh!EFU-fl I ON Nrn,u:;:Es I DEl"-!T I r.:.11_ Eh!ERGY STANDARDS -l<·tH{· D(-HE: 01.-01--1980 TIME: 00: {2)~i ****************************************************** CLIMATE 2'.UNE mm TYPE TOT?'.)!.... ZONE!:, 7 COMPLIANCE :1.5 91 RUNCODE: 01-01-1980-BD 1. ******************************************************************* ANNUAL SITE ENERGY REQUIREMENTS CMBTU'S) ======================================== SITE l·-!Ef'.~TING SITE COOLING SITE LIGHTil\li.3 SI TE 1::;:ECEPT 1'..:iCLE SITE FPil\l SI TE HOT WATEF< Zone i Ll 9.9 2LB 1.2 .. j_ 12). (1) Zone 2 0 .. 7 8.7 ·7. 8 Zone ·::· ·-· 0,.8 l ~5" f::.. ~:;st::;~ ~:.:iu 9 Zone 4 C!i. 4 5. 1 l B. 1. 11 r.::· ''1-" u ._.I f~I\II\IUP1L... t>Dl.JFi'.CE EJ'-IEHGY USE ESTIMP1TE (l<BTU/EQ .. FT.) =~==~========================================== SCJUF<CE HEi:-) TI N(3 BOUPCE CODI.... I i\lG smuncE L. I GHT I NG faOUHCE HECEPThCI....E SOURCE !"'"'(':!'! SOURCE HOT L•U:ffER ZC:H1f!!! 1 ~=m. ::::; :1.6. B 0 .. 7 L'.':i :l.8. 6 ~5[1. ::~; 1.6.8 e1 .. 7 Zon1:.~ 3 ~51]. ::::. 16., f;:) H3. El i]:/ n "/ ZonE.:-4 Ll 14 .. :l o .. 7 ANNUAL. SITE ENERGY REQUIREMENlS (MBTLJ·s> -----=-==~~============================= SITE HE{~TING SITE COOLI!\lG SITE LIGHTING SITE F<ECEPTACLE SITE FP1N b 1 I t:. HOT V-1{-ffEH Zone ~i (i:l. 8 1.:2. CJ :l6. B 21. 4 Lone 6 8.0 r··,00:r c::· .:::,M:i ll ._, 7" i.3 J:".: f"\ .... .r u f ZorH? / Zone;;~ 8 8.:2 :34_ 0 11..::::: 14.5 l 11 ::::; ANNUAL SOURCE ENERGY USE ESTIMAlE <KBTU!SQ.FT.) ------------~===================~=======~7~---- SCJURCE HE?'lTING SOURCE COOLING SOUF;:CE I ... I GHT I NG SOURCE RECEPTACLE sounc1::: FP,N sout::::cE HOT WATER il.\. 8 !:iili. ::::; 16 .. ~:3 21 .. 4 ill. 7 Zone 6 L1 1. 7" W ~:i0. :~:; 1.,:S" 8 L6 14. :2 ~}Qj n :::!, 16.B l 7,, !:,i Zone 8 L9 1. '.;:'.. 1. 16.8 2 :f. n Lj. 0 .. 7 **** SCM EN~RGY ANALYSIS MODEL VERSION 3.2A **** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** DATE: 0l-01-198(2) TI ME~ v.Jv.1: G~!::1 PAGE~ 2 CL I Mr-4 TE ZONE RUN TYPE ·7 : COMF'L I PiNCE A\3HRr-4E SDT : 9l TOTP1L ZONES : J. ~; RUNCODE: 01 -01-· l 980·-BD ******************************************************************* ANNUAL SITE ENERGY REQUIREMENTS <MBTU'S> ------------~~===--~~~~~=-~============= Zc:,ne 9 Z<.:Jne j_0 Zc:me u. Zeme 1 ':, -~-. ., .. ________ ,.,_, __ ,, ___ ., ____ .,_ ·-.......... ---..... ·----·-·-------· SITE HEP,TING j_ " j_ G1. 8 :I. . 1 (?.}. 8 SITE COOLING 10.5 7.9 1 1 " :l 6.8 SITE LIGHTING 2.l} .. C::' .::I 12n . .., :~6" (1 17. :3 .. ::. SITE RECEPTACLE El. 2 4. 1 8u '7 i:::-•...!11 8 SITE FAN VL7 t3., ~5 14. 7 811::::; SITE HOT l.o.JP1TEF: 1 . 12.i f.?.i .. 5 1 .. 0 0. 7 ANNUAL SOURCE ENERGY USE Es·r1MATE (KBTU/SQ.FT.) ======~~===-~================================== SOUF~CE HE?-) TI NG SOW~CE COOL I NE·i SOURCE LIGHTIMB SOURCE RECEPTACLE SDUF~CE FP,hl SDUF~CE HOT t1.Jf.ffEF'. ,. ... .I' .. ) .,::, u ..:: :U:1.8 '.:::1Z1 .. 2 0.7 ~i0. ::::: m.7 Zone 11 1.6 .. B 28,.4 fij. 7 ANNUAL SITE ENERGY REQUIREMENTS <MBTU'S) =~====================================== SI TE HEt-iT I l\lG SITE CODLING t:1ITE LIGHTING SI TE RECEPTr4CL.E SITE FAN SI TE HOT l1JP1TEP Zone l:3 it). 8 :1.0 .. ::::: .ll-6. j_ 1.8 frL fj :ll2L. 3 46.1 l!:.:i .. 4 LB l ,::.· u ... J 4. !.:.i f'.l. 2 19 .. 7 50. :_::; :·~4.,, 2 ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) =============~==============================~~= ZonE~ 1 ":•· ··-" Zc:ine :1.4 Zorn=-= 1 ~:; ---· ----·· ·---·-·----· -· ·---· .. -............ _______ smuF~CE HEATING (ZI .. 8 C-:l .. 8 4.4 SOU!=.:CE COOLil'•IG 1.1 .. , 11 .-, '-l-2. 'r . .1.:. . .. ~:. SOURCE L.IGHTlNG ~50. ::::: !::if!j ii -·1· .. ::, !:"j(ZJ" .. =!' ·-· SOUf~CE HECEPTP,CLE:.: l<::tr. f.i LS.8 1.6. B SOURCE F ?-)1\1 :34u 0 :::!;,£1," (!.I :'ifd. El SOURCE HOT W.:iTEF< 0 .. 7 flt. 7 0. l BUIU)IMG 1:::m. 1. :1.4-1.8 BUILDING _ _____ .. _____ ,._ .. 1 . (:i 16n :3 ~.i0. ''!!' ·-· 16. 8 :24·n5 0 .. ·7 ======================================~===========~-------------------·- DJnd. Area/Perim. = 21.88 Allowed Energy Budget ______ _ BUILDING ANNUAL SOURCE ENERGY USE ESTIMATE IS 111.3 KBTU/SQ.FT. ======~=================================~=~===------------------------ ( NOTE: l KWH= J.0.239 KBTUS OF SOURCE ENERGY) **** SCM ENERGY ANALYSIS MODEL VERSION 3.2A **** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** '? ASHRAE SDT DATE: 01-01-1980 TI ME n llJ0: (lJ!::i PAGEn :::;; CL I M/~TE ZONE RUN TYPE TDTAL ZONES COMPL I ~)NCE 15 RUNCODE: 01-01-1980-BD ******************************************************************* -------------=--------~-~======w~======-===~======~-==-~------~--~- ZONE# ZONE FILE t~Jt:,TTS/SF DAYLIGHTING =====================================================· ============ 1. ~-:;;p1. ZOI\I OFFICE 1 0 5m 2 F~ANDhLZD .. ZCll\l OFFICE 1 u50 .. :!' ·-· 1:;;p::~;. ZON OFFICE 1 .. 5QJ 4 RP4. ZON OFFICE 1 .50 c::· •• J RP5. ZCil\l 01:::-i::-:rcE :l .. :'.'5QJ 6 RP6. ZON OFFICE"::: 1. . ~50 ~·,v f~P7. ZIJN OFFICE 1 .. !:ifll 8 Fff·B .. ZClhl OFFICE :I. .. 5ti'..i (? RPS1 • ZON OFFICE 1 . !:_ifJ 1iZJ F~PH~ .. ZDN OFFICE j_ • !:iQl :l :l F~P 1. :l . ZOI'-! OFFICE 1 . 5G;j 12 F:P1:2. ZDN OFF: ICE I 50 .l . 1. ~:, F;:p 1. :~; .. ZON OFFIC::E 1 . ::;,~f i4 F<:Pl.$. ZOl'·,l OFFICE 1. ~:,(2".! -1 t:-.i.· ... J F:.:P 1 :'":'.i. ZON OFFICE .1. . ~.'i({.J I•, • ,, h•• '•uh•,>'•',.,.'•• h >,.o.,,. ••h •• ':,l.u•l O •., '•'••• -~ '•• ,')," •, •, •• •• h •••• hh•( ,,,-)· '>•hh._~,.h•V ••••• ,.. .. ~,.,' • '• ,,,{1 '•• h•,•••• •. •••• 11 •• •, •• • •, • ••.,,I'••,..,.,>'•••:'>'•!>'•'•'• .. k. ~ 1,U>I) ·,,, ... •,' ••h "•• •, \ 'h-'• ,t,( .. h1'oi,{>{':-., •• •••• ••••• • ... ,,u..,,., o,.o, u •• ,,_.. •• ,,., ,, .. , •••• •• 1 ARI* capacities . )-· ), ' ).,, COOLING HEATING High-Temp HEATING Low-Temp UNIT NOMINAL SEERt Cap. (Btuh) SOUND MODEL CFM RATING 50LJQ TONS Cap . With Without EER Single-Three-COP HSPF Cap. COP (Bels) (Btuh) Timer•• Timer Phase Unit Phase Unit (Btuh) 004 3 1200 35,000 9.4 9.2 8.60 005 4 1760 47,000 9.3 8.9 8.15 006 5 2000 58,000 9.0 9.0 8.70 UNIT. NOMINAL. COOLING MODEL STANDARD' TONS CFM Cap. 50LJQ (Btuh) EER 008 7½ 3225 86,000 8.5 012 10 3800 112,000 8.2 LEGEND Bels Sound Levels (1 bel = 10 decibels) Cap. Net Capacity (Btuh) COP Coefficient of Performance EER Energy Efficiency Ratio HSPF Heating Seasonal Performance Factor SEER Seasonal Energy Efficiency Ratio *Air-Conditioning & Refrigeration Institute tApplies only to units with capacity of 60,000 Btuh or less. **SEER ratings with timer are made using time delay relay part number HN67SK031. 34,800 34,800 2.92 6.40 17,200 1.8 8.2 47,500 47,500 2.96 6.60 24,600 1.9 8.2 61,000 61,000 3.10 7.15 33.000 2.1 8.2 HEATING High-Temp HEATING Low-Temp SOUND Cap. (Btuh) COP Cap. (Btuh) COP RATING (Bels) 87,500 2.96 46,000 1.9 8.6 115,000 2.94 62,000 2.0 8.8 Rated in accordance with ARI Standard 210/240-89 and 270-84. Rat- ings are net values, reflecting effects of circulating fan heat. Supple- mentary electric heat is not included. Ratings based on: Cooling Standard: 80 F db, 67 F wb indoor entering-air temperature and 95 F db outdoor entering-air temperature. HI-Temp Heating Standard: 70 F db indoor entering-air temperature and 47 F db, 43 F wb outdoor entering-air temperature. Lo-Temp Heating Standard; 70 F db indoor entering-air temperature and 17 F db, 15 F wb outdoor entering-air temperature. · 3 Physical data BASE UNIT 50LJQ 004 005 006 NOMINAL CAPACITY (tons) 3 4 5 OPERATING WEIGHT (lb) Unit 490 500 520 With Economizer 524 534 554 Roof Curb 115 115 115 COMPRESSOR I Hermetic I Quantity 1 1 1 Oil (oz) 55 55 70 REFRIGERANT TYPE R-22 Operating Charge (lb-oz) 6-0 I 6-3 I 9-5 OUTDOOR FAN I Propeller I Quantlty ••• Dlameter (In.) 1 ... 26 1 ... 26 1 ... 26 · Nominal Cfm 4100 4100 3800 Motor Hp ... Rpm · 1/a ••• 850 1/a •.. 850 1/a ••• 850 OUTDOOR COIL Enhancid Copper Tubes, Aluminum Fins Rows ... Flns/ln. 1 ... 17 1 ... 11 I 2 ... 17 Total Face Area (sq ft) 12.25 12.25 12.25 INDOOR FAN Centrifugal Size (In.) 10 X 10 10 X 10 10 X 10 Type Drive Direct Direct Belt Nominal Cfm 1200 1600 2000 Horsepower per NEC* 3/3 ½ 1.0 Maximum Continuous Bhp .34 .81 1.70 Motor Frame 48 48 56 Nominal Rpm High/Low 860/845 1080/970 -Fan Rpm Range --875-1190 Motor Bearing Type Ball Ball Ball Maximum Fan Rpm 2100 2100 2100 Motor Pulley Pitch Diameter --2.8/3.8 A/B (In.) Fan Pulley Pitch Diameter (In.) --5.5 Belt -Type ... Length (In.) --A. . .40 Pulley Center Line Distance (In.) --14.7-15.5 Speed Change per Full Turn of --63 Movable Pulley Flange (rpm) Movable Pulley Maximum Full Turns --5 From Closed Position Factory Setting Full Turns Open --3 Factory Speed Setting (rpm) --1000 Fan Shaft Diameter at Pulley (In.) --5/a INDOOR COIL Enhanced Copper Tubes, Aluminum Double Wavy Fins, Acutrol™ Feed Device Rows ... Flns/ln. 2 ... 15 I 2 ... 15 I 3 ... 15 Total Face Area (sq ft) 5.5 5.5 5.5 OUTSIDE-AIR INLET SCREENS Cleanable Quantlty ... Slze (In.) 1 ... 20 X 24 X 1 RETURN-AIR FIL TEAS Disposable Quantlty ... Slze (In.) 2 ... 16 X 25 X 2 LEGEND Bhp -Brake Horsepower NEC -National Electrical Code *Used to determine wire sizing per NEC. ''.'.~-.,::.,·t ~-~- tJ. r--········ ) ~ J ' BASE UNIT 50LJQ NOMINAL CAPACITY (tons) OPERATING WEIGHT (lb) Unit With Economizer Roof Curb COMPRESSOR Quantity Oil (oz) (each compr) REFRIGERANT TYPE Operating Charge (lb-oz) Circuit 1 Circuit 2 OUTDOOR FAN Quantlty ... Diameter (In.) Nominal Cfm Motor Hp ... Rpm OUTDOOR COIL Rows ... Flns/ln. Total Face Area (sq ft) INDOOR FAN Size (in.) Type Drive Nominal Cfm Horsepower per NEC* Maximum Continuous Bhp Motor Frame Fan Rpm Range Motor Bearing Type Maximum Fan Rpm Motor Pulley Pitch Diameter A/B (in.) Fan Pulley Pitch Diameter (in.) Belt -Type ••• Length (in.) Pulley Center Line Distance (in.) Fan Shaft Diameter at Pulley (in.) Speed Change per Full Turn of Movable Pulley Flange (rpm) Movable Pulley Maximum Full Turns from Closed Position Factory Setting -Full Turns Open Factory Speed Setting (rpm) INDOOR COIL Rows ••• Flns/ln. Total Face Area (sq ft) OUTSIDE-AIR INLET SCREENS Quantity ••• Slze (In.) RETURN-AIR FILTERS Quantlty ... Size (In.) LEGEND Bhp -Brake Horsepower NEC -National Electrical Code *Used to determine wire sizing per NEC. 008 012 7½ 10 840 940 884 984 223 223 Hermetic 2 I 2 55 70 R-22 7-8 I 9-3 7-5 8-13 P,Tlle, 1 ... 26 1 ... 26 6500 7000 ¾ ... 1100 ¾ ... 1100 Enhanced Copper Tubes, Aluminum Fins 2 ... 11 I 2 ... 11 20.5 25.0 Centrifugal 15 X 15 15 X 15 Belt Belt 3000 4000 1.5 1.5 2.4 2.4 56 56 600-800 700-950 Ball Ball 2100 2100 2.4/3.4 2.8/3.8 7.0 7.0 A...48 A ... 51 16.75-19.25 18.25-20.75 1 1 40 50 5 5 5 5 600 700 Enhanced Copper Tubes, Aluminum Double Wavy Fins, Acutrol™ Feed Device 3 ... 15 I 3 ... 15 8.0 10.0 Cleanable 1...20 X 25 X 1 1 ... 16x25x1 4 ... 16 X 20 X 2 Disprable 4 ... 20 X 20 X 2 5 Specifications Series RATINGS & PERFORMANCE Cooling Rated Net Capacity (Btuh)* Rated Airflow (cfm)* Power Factor SEER*/SEER with TDR:j: EER* ARI Sound Ratingt Heating Capacity at 47 F* Capacity at 17 F* COPat47F COPat17F HSPF* ELECTRICAL DATA Unit Volts-Phase (60-Hz) Operating Voltage Range Unit Full Load Amps Minimum Ampacity for Wire Sizing** Minimum Wire Size (75 C Copper)** Maximum Wire Length (Ft)** Maximum Fuse Size (Amps)/HACR Circuit Breaker Control Transformer-24-V (VA) External Control Power Available Heating/Cooling (VA) COMPRESSOR, REFRIGERANT & CONTROLS Compressor Type RPM Rated Load Amps Locked Rotor Amps Temperature & Overcurrent Protection Low-Ambient Operation (F) Refrigerant Charge (R22) INDOOR COIL Rows & Fins per In. Height & Width (In.) Face Area (Sq Ft) Refrigerant Metering Device (Piston) ID/OD INDOOR BLOWER & MOTOR Wheel Diameter & Width (In.) Required Filter Area (Sq ln.)tt Disposable-Type Cleanable-or High-Capacity-Type Motor HP & Speeds (No.) Nominal Speed (RPM) Type & Service Factor Full Load Amps OUTDOOR COIL Rows & Fins per In. Face Area (Sq. Ft) OUTDOOR FAN & MOTOR Fan Diameter (ln.)-Pitch (Degrees) Motor HP (DD.PSC) & Speeds (No.) Nominal Speed (RPM) Full Load Amps See Notes on page 8. 6 1 0 1 ( 18,000 24,000 29,000 35,000 675 900 1100 1300 0.99 :j:/9.2 9.4/9.7 9.5 10 1 10.0 I - -8.2 8.5 7.6 7.8 8.0 19,000 24,600 30,000 35,000 10,500 12,500 16,000 19,800 -2.84 -1.90 6.6 1 - 208/230-1 208/230-3 460-3 187-253 414-506 14.4 I 16.7 18.7 I 24.4 17.0 8.1 17.5 I 20.0 22.5 1 29.3 20.8 9.5 12 10 12 14 95 I 85 120 I 95 100 280 25 I 30 35 I 40 30 15 60 20 Hermetic ( 3450 11.7 I 13.3 I 15.3 I 19.6 I 12.2 I 5.7 49.0 I 61.0 I 86.0 I 83.5 I 66 I 35 Internal Inherent 55F 5 lb-11 oz I 5lb-8oz I 61b-10oz l 8 lb-2oz 3-14 18x20 24x20 29x20 2.5 3.3 4.0 55/42 63/55 67/59 I 76/63 10x8 10x 10 288 ,384 528 624 192 256 352 416 1/4-2 1/3-2 1/2-2 850 1100 Direct Drive, PSC-1.0 1.8 2.50 3.20 I 1.60 1-20 1.6-20 2-20 12.1 22-24 1/8-1 1/4-1 ( 825 1050 0.9 1.6 I ,0.8 Specification~ Cont'd SIZES 50NQ042311 THRU 50NQ048611 . -~~~ii~ ~i~:,It : , •1l~~fMl!fJ :.t~9:4f~ij~ .:!lita:m.~ ~)~_5)'.1.~ ~~!~]!Li Series 1 RATINGS & PERFORMANCE Cooling Rated Net Capacity (Btuh)* 41,000 47,500 Rated Airflow (cfm)* 1500 1700 Power Factor 0.99 10.0 SEER*/SEER with TDR:j: 9.5 10.0 EER 8.0 8.2 ARI Sound Ratingt 8.0 8.2 Heating Capacity at 47 F* 43,500 48,500 Capacity at 17 F* 21,800 26,000 COP at 47 F 2.92 2.96 COPat17F 1.90 1.98 HSPF* 6.6 6.6 ELECTRICAL DATA Unit Volts-Phase (60-Hz) 208/230-1 208/230-3 460-3 208/230-1 208/230-3 460-3 Operating Voltage Range 187-253 414-506 187-253 414-50~, Unit Full Load Amps 26.8 18.5 9.3 31.4 22.3 11.6 Minimum Ampacity for Wire Sizing** 31.7 21.9 11.0 37.7 26.3 13.6 Minimum Wire Size (75 C Copper)** 8 10 14 8 10 14 Maximum Wire Length** 130 150 250 105 125 200 Maximum Fuse Size (Amps)/HACR Circuit Breaker 50 35 15 60 35 20 Control Transformer-24-V (VA) 60 External Control Power Available c: Heating/Cooling (VA) 20 COMPRESSOR, REFRIGERANT & CONTROLS Compressor Type Hermetic RPM 3500 Rated Load Amps 22.0 I 13.9 I 6.9 I 25.0 I 15.7 I 7.8 Locked Rotor Amps 110 I 90 T 45 I 114 l 84 I 42 Temperature & Overcurrent Protection Internal Inherent Low-Ambient Operation (F) 55 F Refrigerant Charge (R22) 8lb-Ooz I 9 lb-10oz INDOOR COIL Rows & Fins per In. 4-14 3-14 Height & Width (In.) 28x20 29x28 Face Area (Sq Ft) : 3.9 5.4 Refrigerant Metering Device (Piston) ID/OD 80no gono INDOOR BLOWER & MOTOR Wheel Diameter & Width (In.) 10 X 10 Required Filter Area (Sq. ln.)tt Disposable-Type 720 816 Cleanable-or High-Capacity-Type 480 544 Motor HP & Speeds (No.) 1/2-2 3/4-2 Nominal Speed (RPM) 1100 Type & Service Factor Direct Drive, PSC-1.0 Full Load Amps 3.2 I 1.6 4.2 I 2.1 OUTDOOR COIL Rows & Fins per In. 2-20 Face Area (Sq. Ft) 12.1 15.2 OUTDOOR FAN & MOTOR Fan Diameter (ln.)-Pitch (Degrees) 22-24 26-24 Motor HP (DD.PSC) & Speeds (No.) 1/4-1 1/3-1 Nominal Speed (RPM) 1050 825 Full Load Amps 1.6 I 0.8 2.2 -I 1.0 See Notes on page 8. -·------------·-·-"""----------~--··----~---.. ,~---,.--=--~----····-----·---·-.--.~---,7. ......... . Specifications Cont'd SIZES 50NQ060301 THRU 50NQ060601 4'M1f~<JY:.s.1sft Series RATINGS & PERFORMANCE Cooling Rated Net Capacity (Btuh)* Rated Airflow (cfml* Power Factor SEER*/SEER with TDR:j: EER ARI Sound RatinCJt Heating Capacity at 47 F* Capacity at 17 F* COPat47F* COP at 17 F* HSPF* ELECTRICAL DATA Unit Volts-Phase (60-Hz) Operatinq Voltaqe Ranqe Unit Full Load Amps Minimum Amoacitv for Wire Sizinq** Minimum Wire Size (75 C Coooerl** Maximum Wire Lenath CFO** Maximum Fuse Size (Amps)/HACR Circuit Breaker Control Transformer-24-V (VAl External Control Power Available Heatina/CoolinCJ (V Al COMPRESSOR, REFRIGERANT & CONTROLS Compressor Tvoe RPM Rated Load Amps Locked Rotor Amps ' Temoerature & Overcurrent Protection Low-Ambient Operation (Fl Refrigerant Charge (R22) INDOOR COIL Rows & Fins per In. Heiaht & Width (ln.l Face Area (Sa Ftl Refriaerant Meterina Device (Piston) 10/00 INDOOR BLOWER & MOTOR Wheel Diameter & Width (In.) Required Filter Area (Sq ln.)tt Disposable-Type Cleanable-or Hiah-Capacitv-Tvoe. Motor HP & Soeeds (No.l Nominal Speed (RPM} Type & Service Factor Full Load Amps OUTDOOR COIL Rows & Fins qer In. Face Area (S • Ft) OUTDOOR FAN & MOTOR Fan Diameter (ln.l-Pitch (Deareesl Motor HP (00.PSC) & Speeds (No.l Nominal Speed (RPM) Full Load Amps :j:/9.2 - 33,000 - - 208/230-1 36.8 43.8 95 60 27.9 140 •Rated in accordance with U.S. Government D.O.E. test procedures and/or ARI Standard 240-81. tRated In accordance with ARI 270-84. fUnit is factory shipped with TOR (Time Delay Relay). 1 J 58,500 2100 0.99 8.2 60,000 6.6 I 208/230-3 187-253 I 28.3 I 33.2 8 I 150 I 50 60 20 Hermetic 3500 I 19.4 I 98 Internal Inherent 55 F 10 lb-0 oz 4-14 28x28 5.4 96/80 11 X 10 960 640 1-2 1100 Direct Drive PSC-1.0 6.7 2-20 15.2 26-24 1/3-1 825 2.2 - 8.0 30,000 2.9 1.75 460-3 414-506 14.2 16.6 12 250 25 I 9.7 I 49 I 3.5 I 1.0 ••11 other than 75 C copper wire is used, determine size from unit ampacity and the National Electrical Code. Voltage drop of wire must be less than 2% of unit rated voltage. Maximum wire length Is for one way along the wire path from unit to service panel. ttAequlred filter areas shown are based on the larger of the ARI-rated cooling airflow or the heating airflow at a velocity of 300 (elm), for disposable type or 450 (elm) for cleanable type. Air filter pressure drop must not exceed 0.08-ln. -water. 8 ( ( . ( Combination ratings ARI STANDARD RATINGS* ) Cooling Heating Seasonal OUTDOOR Efficiency Seasonal Sound UNIT INDOOR With Without EER High-Temperature Low-Temperature Efficienc Rating:j: 38YKB UNIT CFM TC TDR.90 TDR.90 3-Ph TC COP TC COP HSPF (Bels) FB(4,5)AN(A,F)018t 615 16,500 -10.20 -18,000 2.94 11,100 2.00 6.80 7.8/7.6 FB( 4,5)AN(A,F)024 635 17,000 -10.50 -18,200 3.10 11,300 2.06 7.00 7.8/7.6 FF1ANA018 615 16,500 10.50 9.60 -18.000 2.98 11,000 2.02 6.80 7.8/7.6 FF1ANA024 635 17,000 10.50 9.60 -18,400 3.12 11,200 2.06 7.00 7.8/7.6 FD3ANA018 615 16,500 9.80 8.90 -18,000 2.86 11,300 1.94 6.70 7.8/7.6 FD3ANA024 635 17,000 10.50 9.60 -18,000 3.04 11,100 2.04 7.00 7.817.6 CC5A/CD5AA018 615 16,700 10.00 9.10 -18,000 2.88 11,100 1.98 6.75 7.817.6 CC5A/CD5AA024 635 17,000 10.50 9.60 -18,000 3.04 11,200 2.02 7.00 7.8/7.6 CD3AA018 615 16,700 10.00 9.10 -18,000 2.88 11,100 1.98 6.75 7.8/7.6 CD3AA024 635 17,000 10.50 9.60 -·18,000 3.04 11,200 2.02 7.00 7.8/7.6 CF5AA024 635 17,000 10.50 9.60 -18,000 3.08 11,200 2.04 7.00 7.8/7.6 CE3AA024 635 17,000 10.50 9.60 -18,000 3.06 11,200 2.04 7.00 7.8/7.6 40YA018 635 17,000 -10.50 -18,000 3.00 11,200 .2.02 6.80 -7.8/7.6 40YA024 635 17,200 -10.50 -18,000 3.08 11,200 2.06 7.00 7.8/7.6 018-30 40YR/YRU018 615 16,500 10.20 9.30 -18,000 2.94 11,100 2.00 6.80 7.8/7.6 40YR/YRU024 615 16,600 10.20 9.30 -18,000 2.98 11,200 2.00 6.80 7.8/7.6 40RC018 600 16,000 10.00 9.10 -18,000 2.98 11,000 2.02 6.80 7.8/7.6 40RC024 600 16,200 10.00 9.10 -18,000 2.86 11,100 1.96 6.70 7.8/7.6 40DQS018 590 15,800 9.50 8.60 -18,000 2.76 11,300 1.90 6.50 7.8/7.6 40DQS024 615 16,500 10.00 9.10 -18,000 2.96 11,100 2.00 6.80 7.817.6 28RDS/RNS018 600 16,000 10.00 9.10 -18,000 2.84 11,100 1.94 6.65 1.811.0 28RDS/RNS019 615 16,500 10.00 9.10 -18,000 3.00 11,200 2.02 6.80 7.8/7.6" 28RDS/RNS024 615 16,500 10.00 9.10 -18,000 3.00 11,200 2.02 6.80 7.817.6 28RDS/RNS025 615 16,600 10.00 9.10 -18,000 3.04 11,200 2.02 6.80 7.8/7.6 28RH018 600 16,000 10.00 9.10 -18,000 2.84 11,100 1.94 6.65 7.8/7.6 28RH024 615 16,500 10.00 9.10 -18,000 3.00 11,200 2.02 6.80 7.8/7.6 28RM024 615 16,400 10.00 9.10 -18,000 3.00 11,200 2.02 6.80 7.8/7.6 40AQ018 600 15,900 9.50 8.60 -18,000 2.86 11,300 1.92 6.65 7.8/7.6 40AQ024 600 16,000 9.60 8.70 -18,000 3.00 11,300 1.98 6.80 7.817.6 40AQ025 615 16,400 10.00 9.10 -18,000 3.12 11,300 2.04 7.00 7.8/7.6 ) FB(4,5)AN(A,F)024t 825 22,400 -10.50 -20,800 3.06 13,900 2.18 7.00 7.8/7.6 FB4AN(A,F)030 850 22,800 -11.00 -20,800 3.08 13,900 2.18 7.00 7.8/7.6 FB5AN(A,F)030 825 22,400 -11.00 -20,800 3.00 13,800 2.16 6.95 7.8/7.6 FK4ANF002 850 23,000 -12.00 -20,000 3.20 13,500 2.28 7.30 7.8/7.6 FF1ANA024 825 22,400 10.50 9.70 -21,000 3.06 13,900 2.18 7.00 7.8/7.6 FF1ANA030 850 22,800 10.50 9.70 -21,200 3.08 14,100 2.16 7.00 7.8/7.6 FD3ANA024 825 22,000 10.50 9.70 -20,600 2.98 13,700 2.16 6.80 7.8/7.6 FD3ANA030 825 22,600 10.50 9.70 -21,000 3.04 14,100 2.16 7.00 7.8/7.6 CC5A/CD5AA024 825 22,400 10.50 9.70 -20,800 2.98 13,800 2.14 6.80 7.817.6 CC5A/CD5AA030 850 22,800 10.60 9.80 -20,200 2.98 13,800 2.16 6.80 7.8/7.6 CC5A/CD5AW030 850 22,800 10.60 9.80 -20,200 2.98 13,800 2.16 6.80 7.8/7.6 CD3AA024 825 22,400 11.00 10.20 -20,800 2.98 13,800 2.14 6.80 7.8/7.6 CD3AA030 850 22,800 11.00 10.20 -20,200 2.98 13,800 2.16 6.80 7.817.6 CF5AA024 825 22,600 10.50 9.70 -20,800 3.02 13,800 2.16 7.00 7.8/7.6 CE3AA024 825 22,600 10.50 9.70 -20,800 3.02 13,800 2.16 7.00 7.8/7.6 CE3AA030 850 22,800 10.50 9.70 -20,800 3.08 13,900 2.18 7.00 7.8/7.6 40YA024 825 22,600 -10.50 -20,800 3.06 13,800 2.18 7.00 7.8/7.6 40YA030 825 22,600 -11.00 -20,400 3.06 13,900 2.18 7.00 7.8/7.6 024-30 40YR/YRU024 795 21,600 10.50 9.70 -20,800 2.94 13,800 2.14 6.80 7.8/7.6 40YR/YRU030 825 22,400 10.50 9.70 -20,800 3.00 13,800 2.16 6.80 7.8/7.6 40YZ002 850 23,000 -12.00 -20,000 3.20 13,500 2.28 7.30 7.8/7.6 40RC024 795 21,200 10.00 9.20 -20,600 2.80 13,700 2.06 6.50 7.8/7.6 40RC030 795 21,800 10.00 9.20 -20,800 2.84 14,000 2.08 6.50 7.8/7.6 40DQS024 795 21,200 10.00 9.20 -20,800 2.90 13,800 2.12 6.50 7.8/7.6 40DQS030 795 21,800 10.00 9.20 -21,200 2.96 14,100 2.12 6.80 7.8/7.6 28RDS/RNS024 795 21,400 10.00 9.20 -20,800 2.92 13,900 2.12 6.80 7.8/7.6 28RDS/RNS025 795 21,800-10.50 9.70 -20,800 2.96 13,900 2.14 6.80 7.8/7.6 28RDS/RNS030 825 ·22,400 10.50 9.70 -21,000 3.06 14,000 2.18 6.80 7.8/7.6 28RDS/RNS130 825 22,400 10.50 9.70 -21,000 3.06 14,000 2.18 6.80 7.8/7.6 28RH024 795 21,400 10.00 9.20 -20,800 2.92 13,900 2.12 6.80 7.8/7.6 28RH030 825 22,400 10.50 9.70 -21,000 3.06 14,000 2.18 6.80 7.8/7.6 28RM024 795 21,400 10.00 9.20 -20,800 2.90 13,900 2.12 6.80 7.8/7.6 28SLS024 795' 21,200 10.00 9.20 -20,800 2.86 13,900 2.10 6.50 7.8/7.6 28SLS030 795 21,600 10.00 9.20 -20,800 2.94 13,900 2.14 6.80 7.8/7.6 40AQ024 765 20,400 9.50 8.70 -21,000 2.86 14,000 2.08 6.50 7.8/7.6 40AQ025 765 21,000 10.00 9.20 -21,000 2.98 14,000 2.14 6.80 7.8/7.6 40AQ030 795 21,600 10.00 9.20 -20,800 2.90 13,900 2.12 6.80 7.8/7.6 40AQ031 825 22,600 10.50 9.70 -20,800 3.04 13,900 2.16 6.80 7.8/7.6 . FB4AN(A,F)030t 1050 30,000 -:10.10 -31,400 3.10 21,000 2.26 7.20 7.617.4 FB5AN(A, F)030 1050 29,400 -10.00 -31,200 3.00 20,800 2.20 7.00 7.6/7.4 FB(4,5)AN(A,F)036 1050 30,000 -10.00 -32,000 3.12 21,200 2.26 7.20 7.6/7.4 030-30 FK4ANF003 1050 30,400 -11.00 -31,400 3.38 20,600 2.40 7.50 7.6/7.4 FF1ANA030 1050 30,000 10.00 9.50 -31,800 3.10 21,200 2.24 7.20 7.6/7.4 FD3ANA030 1050 29,800 9.50 9.00 -31,800 3.08 21,200 2.22 7.00 7.6/7.4 CC5A/CD5AA030 1050 30,000 10.00 9.50 -31,400 3.00 20,800 2.20 6.8fl 7.617.4 See notes on pg. 10. 7 •••••••·•••• •'••• ,,.,:).,,,.,.~ .. ,,,. .,,,,,.,•'•'•••••••oh •""V•"••" ••••••••••••·•-•••~,,., .. ~.,..,".,•,•••••·-•·••••••-•·--• • • • • •••" • , • Combination ratings continued ARI STANDARD RATINGS* Cooling Heating Seasonal OUTDOOR Efficiency Seasonal Sound UNIT INDOOR With Without EER High-Temperature Low-Temperature Efficiency Rating:f: 38YKB UNIT CFM TC TDR.90 TDR.90 3-Ph TC COP TC COP HSPF (Bels) CC5A/CD5AW030 1050 30,000 10.00 9.50 -31,400 3.00 20,800 2.20 6.80 7.617.4 CC5A/CD5AA036 1050 30,400 10.00 9.50 -31,600 3.18 21,000 2.28 7.20 7.617.4 CD5AW036 1050 30,400 10.00 9.50 -31,600 3.18 21,000 2.28 7.20 7.6/7.4 CD3AA030 1050 30,000 10.00 9.50 -31,400 3.00 20,800 2.20 6.80 7.6/7.4 CD3AA036 1050 30,400 10.00 9.50 -31,600 3.18 21,000 2.28 7.20 7.6/7.4 CF5AA036 1050 30,400 10.00 9.50 -31,600 3.16 21,000 2.28 7.20 7.6/7.4 CE3AA030 1050 30,000 10.00 9.50 -31,600 3.10 21,000 2.26 7.20 7.6/7.4 CE3AA036 1050 30,200 10.00 9.50 -31,600 3.14 21,000 2.28 7.20 7.617.4 40YA030 1050 30,000 -10.00 -31,600 3.10 21,000 2.26 7.20 7.617.4 40YA036 1050 30,200 -10.00 -32,000 3.22 21,200 2.30 7.20 7.617.4 40YR/YRU030 1050 29,400 10.00 9.50 · -31,200 3.00 20,800 2.20 6.80 7.6/7.4 40YR/YRU036 1050 29,200 9.50 9.00 -31,600 2.98 21,200 2.18 6.80 7.6/7.4 40YZ003 1050 30,400 -11.00 -31,400 3.38 20,600 2.40 7.50 7.617.4 '030-30 40RC030 1050 2.8,400 9.50 9.00--31,200 2.80 21,000 2.10 6.60 . 7.617:4 40DOS030 1050 . 28,800 9.50 9.00 -32,000 2.98 21,200 2.18 6.80 7.617.4 28RDS/RNS030 1050 30,000 10.00 9'.50 -31,800 3.08 21,000 2.24 7.00 7.6/7.4 28RDS/RNS036 1050 30,000 10.00 9.50 -31,000 3.12 21,200 2.28 7.20 7.6/7.4 28RDS/RNS130 1050 30,000 10.00 9.50 -31,800 3.08 21,000 2.24 7.00 7.6/7.4 28RDS136 1050 30,000 10.00 9.50 -31,000 3.12 21,200 2.28 7.20 7.617.4 28RH030 1050 30,000 10.00 9.50 -31,800 3.08 21,000 2.24 7.00 7.617.4 28RH036 1050 30,000 10.00 9.50 -31,000 3.12 . 21,200 2.28 7.20 7.6/7.4 28RM036 1050 29,000 9.50 9.00 -31,400 2.98 21,000 2.20 6.80 7.617.4 28SLS030 1050 28,600 9.50 9.00 -31,400 2.92 21,000 2.16 6.80 7.6/7.4 28SLS036 1050 29,400 10.00 9.50 -31,800 3.08 21,000 2.24 7.00 7.6/7.4 40AQ030 1050 28,200 9.50 9.00 -31,600 2.92 21,000 2.14 6.80 7.617.4 40AQ031 1050 30,000 9.50 9.00 -31,800 3.10 21,000 2.24 7.20 7.6/7.4 40AQ036 1050 29,000 9.50 9.00 -31,800 3.02 21,000 2.20 7.00 7.6/7.4 FB(4,5)AN(A,F)036t 1250 36,000 -10.00 -39,000 3.08 25,600 2.24 7.20 8.0/7.8 FB4AN(A,F,M)042 1250 36,000 -10.00 -39,500 3.12 25,600 2.24 7.20 8.0/7.8 FB5AN(A,F)042 1250 36,000 -10.00 -39,500 3.12 25,600 2.24 7.20 8.0/7.8 FK4ANF004 1250 37,000 -11.00 -39,000 3.40 25,000 2.40 7.80 8.0/7.8 CC5A/CD5AA036 1250 36,000 10.00 9.30 -39,000 3.14 25,400 2.26 7.20 8.0/7.8 CC5A/CD5AA042 1250 36,000 10.00 9.30 -39,000 3.10 25,400 2.24 7.20 8.0/7.8 CC5A/CD5AW042 1250 36,000 10.00 9.30 -39,000 3.10 25,400 2.24 7.20 8.0/7.8 CC5A/CD5AA043 1250 36,000 10.00 9.30 -39,000 3.14 25,400 2.26 7.20 8.0/7.8 CC5A/CD5AW043 1250 36,000 10.00 9.30 -39,000 3.14 25,400 2.26 7.20 8.0/7.8 CD5AW036 1250 36,000 10.00 9.30 -39,000 3.14 25,400 2.26 7.20 8.017.8 CD3AA036 1250 36,000 10.00 9.30 -39,000 3.14 25,400 2.26 7.20 8.0/7.8 CD3AA042 1250 36,000 10.00 9.30 -39,000 3.10 25,400 2.24 7.20 8.0/7.8 CF5AA036 1250 36,000 10.00 9.30 -39,000 3.10 25,400 2.26 7.20 8.0/7.8 CE3AA036 1250 36,000 10.00 9.30 -39,000 3.08 25,400 2.24 7.20 8.0/7.8 CE3AA042 1250 36,000 10.00 9.30 -39,000 3.12 25,400 2.26 7.20 8.0/7.8 40YA036 1250 36,000 -10.00 -39,000 3.28 25,800 2.32 7.50 8.0/7.8 036-30 40YA/YAM042 1250 36,600 -10.20 -39,000 3.28 25,600 2.32 7.50 8.017.8 40YR/YRU036 1250 34,600 9.50 8.80 -39,000 2.96 25,400 2.16 6.80 8.017.8 40YR/YRU/YRM042 1250 36,000 9.70 9.00 -39,000 2.98 25,400 2.18 7.00 8.0/7.8 40YZM004 1250 37,000 -11.00 -39,000 3.40 25,000 2.40 7.80 8.0/7.8 28RDS/RNS036 1250 35,000 10.00 9.30 -39,000 3.08 25,400 2.24 7.20 8.0/7.8 28RDS/RNS043 1250 36,000 10.00 9.30 -39,000 3.14 25.400 2.26 7.20 8.017.8 28RDS/RNS142 1250 35,000 10.00 9.30 -39,000 3.06 25,400 2.22 7.00 8.0/7.8 28RDS/RNS143 1250 36,000 10.00 9.30 -39,000 3.12 25,400 2.26 7.20 8.0/7.8 28RDS/RNS242 1250 36,000 10.00 9.30 -39,000 3.04 25,200 2.22 7.00 8.0/7.8 28RDS136 1250 35,000 10.00 9.30 -39,000 3.08 25,400 2.24 7.20 8.0/7.8 28RH036 1250 35,000 10.00 9.30 -39,000 3.08 25,400 2.24 7.20 8.0/7.8 28RH042 1250 35,000 10.00 9.30 -39,000 3.06 25,400 2.22 7.00 8.0/7.8 28RM036 1250 34,800 9.50 8.80 -39,000 2.92 25,200 2.16 6.80 8.0/7.8 28SLS036 1250 35,000 9.70 9.00 -39,000 3.04 25,400 2.20 7.00 8.0/7.8 28SLS042 1250 35,000 .10.00 9.30 -39,000 3.10 25,400 2.24 7.20 8.0/7.8 40AQ036 1250 34,800 9.50 8.80 -39,000 3.04 25,400 2.20 7.00 8.0/7.8 40QBS/QHS042 1250 36,000 10.00 9.30 -39,000 3.24 25,600 2.30 7.20 8.0/7.8 40QBS/QH043 1250 36,000 10.00 9.30 -39,000 3.20 25,400 2.28 7.20 8.0/7.8 _)) FB4AN(A,F,M)042t 1450 39,000 -10.50 -42,000 3.24 26,600 2.32 7.30 8.0/7.8 FB5AN(A,F)042 1450 39,000 -10.50 -42,000 3.24 26,600 2.32 7.30 8.0/7.8 FB4AN(A,F,M)048 1450 40,000 -11.00 -42,500 3.38 26,600 2.40 7.50 8.0/7.8 FB5AN(A,F)048 1450 40,000 -11.00 -42,500 3.38 26,600 2.40 7.50 8.0/7.8 FK4ANF005 1450 40,500 -11.50 -42,500 3.46 27,000 2.42 7.80 8.0/7.8 CC5A/CD5AA042 1450 39,000 10.50 10.00 -41,500 3.22 26,200 2.34 7.20 8.0/7.8 042-30 CC5A/CD5AW042 1450 39,000 10.50 10.00 -41,500 3.22 26,200 2.34 7.20 8.0/7.8 CC5A/CD5AA043 1450 39,000 10.50 10.00 -41,500 3.26 26,200 2.36 7.20 8.0/7.8 CC5A/CD5AW043 1450 39,000 10.50 10.00 -41,500 3.26 26,200 2.36 7.20 8.0/7.8 CC5A/CD5AC048 1450 39,500 10.50 10.00 -41,500 3.18 26,200 2.32 7.20 8.0/7.8 CC5A/CD5AW048 1450 39,500 10.50 10.00 -42,000 3.30 26,400 2.38 7.50 8.0/7.8 CD5AA048 1450 39,500 10.50 10.00 -42,000 3.30 26,400 2.38 7.50 8.0/7.8 CD3AA042 1450 39,000 11.00 10.50 -41,500 3.22 26,200 2.34 7.20 8.0/7.8 CD3AA048 1450 39,500 11.00 10.50 -42,000 3.30 26,400 2.38 7.50 8.0/7.8 -~'!>,,_ . ~-' ~~i~--: See notes on pg. 10. 8 i i .............. •, Combination ratings continued ARI STANDARD RATINGS* Cooling Seasonal OUTDOOR Efficiency UNIT INDOOR With Without EER High-Temperature 38YKB UNIT CFM TC TDR.90 TDR.90 3-Ph TC COP CF5AA048 1450 40,000 10.50 10.00 -42,000 3.28 CE3AA042 1450 39,000 10.50 10.00 -41,500 3.26 CE3AA048 1450 40,000 10.50 10.00 -42,000 3.34 40YA/YAM042 1450 40,000 -10.50 -42,500 3.38 40YA/YAM048 1450 40,500 -11.00 -42,500 3.38 40YR/YRU/YRM042 1400 38,000 10.50 10.00 -41,500 3.08 40YR/YRU/YRM048 1450 39,000 10.50 10.00 -42,000 3.24 40YZM005 1450 40,500 -11.50 -42,500 3.46 28RDS/RNS043 1450 39,000 10.50 10.00 -41,500 3.26 28RDS049 1450 39,500 10.50 10.00 -42,000 3.30 28RDS/RNS142 1400 37,600 10.50 10.00 -42,000 3.16 042-30 28RDS/RNS143 1450 39,000 10.50 10.00 -41,500 3.24 28RDS/RNS1.48 1400 37,800 10.50 10.00 -42,000' 3.24 28RDS/RNS242 1400' 38,600 10.50 10.00 -41,500 3.16 28RDS/RNS248 1450 39,000 10.50 10.00 -41,500 3.22 28RH042 1400 37,800 10.50 10.00 -42,000 3.18 28RH048 1400 38,000 10.50 10.00 -42,000 3.24 28RM048 1400 38,000 10.50 10.00 -42,000 3.20 28SLS042 1400 37,600 10.50 10.00 -41,500 3.14 28SLS049 1'450 39,500 10.50 10.00 -42,000 3.28 40QBS/QHS042 1400 38,000 10.50 10.00 -42,500 3.30 40QBS/QHS043 1450 39,000 10.50 10.00 -42,000 3.34 40QBS/QHS048 1400 38,600 10.50 10.00 -43,000 3.32 40QBS/QHS049 1450 39,500 10.50 10.00 -42,500 3.32 FB4AN(A,F,M)048t 1650 46,000 -10.50 9.40 50,000 3.28 FB5AN(A,F)048 1650 46,000 -10.50 9.40 50,000 3.28 FB4AN(A,F,M)060 1650 47,500 -10.50 9.15 50,500 3.32 FB5AN(A,F)060 1650 47,500 -10.50 9.15 50,500 3.32 FK4ANF006 1650 48,500 -11.50 10.00 49,500 3.60 CC5A/CD5AC048 1650 45,500 10.50 10.20 9.15 49,000 3.06 CC5A/CD5AW048 1650 45,500 10.50 10.20 9.15 49,500 3.18 CD5AA048 1650 45,500 10.50 10.20 9.15 49,500 3.18 CC5A/CD5AA060 .1650 46,000 10.60 10.30 9.25 49,000 3.16 CC5A/CD5AW060 "1650 47,000 11.00 10.70 9.60 49,500 3.30 CD3AA048 1650 45,500 10.50 10.20 9.15 49,500 3.18 CD3AA060 1650 46,000 10.60 10.30 9.25 49,000 3.16 CF5AA048 1650 46,000 10.50 10.20 9.30 49,000 3.18 CE3AA048 1650 46;000 10.60 10.30 9.20 49,500 3.22 CE3AA060 1650 47,000 11.00 10.70 9.60 49,500 3.30 40YA/YAM048 1650 46,000 -10.50 9.15 50,000 3.28 048-30 40YAM060 1650 47,500 -11.00 9.60 50,000 3.46 -50 40YR/YRU/YRM048 1650 45,000 10.50 10.20 9.15 49,500 3.12 -60 40YR/YRU/YRM060 1650 46,000 10.50 10.20 9.15 50,000 3.20 40YZM006 1650 48,500 -11.50 10.00 49,500 3.60 28RDS/RNS057 1650 45,500 10.50 t0.20 9.10 49,500 3.18 28RDS/RNS061 1650 47,000 11.00 10.70 9.60 49,500 3.30 28RDS/RNS148 1650 44,500 10.50 10.20 9.15 50,000 3.20 28RDS/RNS248 1650 45,000 10.50 10.20 9.15 49,000 3.10 28RDS049 1650 45,500 10.50 10.20 9.15 49,500 3.18 28RH048 1650 44,500 10.50 10.20 9.15 50,000 3.20 28RH060 1650 45,500 10.50 10.20 9.10 49,500 3.18 28RM048 1650 44,000 10.50 10.20 9.15 49,500 3.08 28SLS049 1650 45,500 10.50 10.20 9.15 49,000 3.16 28SLS061 1650 47,000 11.00 10.70 9.60 49,500 3.30 40QBS/QHS048 1650 44,500 10.00 9.70 8.70 50,500 3.24 40QB/QH049 1650 45,500 10.20 9.90 8.90 50,000 3.22 40OBS/QHS060 1650 45,500 10.00 9.70 8.80 51,000 3.26 40QBS/QHS062 1650 45,500 10.00 9.70 . 8.75 51,000 3.28 40QB/QH063 1650 46,500 10.10 9.80 8.80 51,000 3.26 FB4AN(A,F ,M)060t 2000 56,500 -10.60 9.45 61,000 3.26 FB5AN(A,F)060 2000 56,500 -10.60 9.45 61,000 3.26 FB4AN(F,M)070 2000 58,000 -11.00 9.65 61,000 3.40 FK4ANF006 2000 57,500 -11.00 9.70 61,000 3.40 CC5A/CD5AA060 2000 55,000 10.60 10.20 9.35 59,000 3.06 CC5A/CD5AW060 2000 56,000 11.00 10.60 9.65 59,500 3.24 060-30 CD3AA060 2000 55,000 10.60 10.20 9.35 59,000 3.06 -50 CE3AA060 2000 57,000 11.00 10.60 9.65 60,000 3.26 -60 40YAM060 2000 57,500 -11.00 9.65 61,000 3.40 40YR/YRU/YRM060 2000 55,000 10.50 10.10 9.25 60,500 3.10 40YZM006 2000 57,500 -11.00 9.70 61,000 3.40 28RDS/RNS057 2000 54,000 10.50 10.10 9.20 59,000 3.10 28RDS/RNS061 2000 56,000 11.00 10.60 9.65 59,500 3.24 28RH060 2000 54,000 10.50 10.10 9.20 59,000 3.10 28SLS061 2000 57,000 11.00 10.60 9.65 60,000 3.26 40QBS/QHS060 2000 54,500 10.00 9.60 8.85 62,000 3.18 See notes on pg. 10. Heating Seasonal Sound Low-Temperature Efficiency Rating:j: TC COP HSPF (Bels) 26,400 2.36 7.50 8.0/7.8 26,200 2.34 7.20 8.0/7.8 26,400 2.40 7.50 8.0/7.8 26,600 2.40 7.50 8.0/7.8 26,600 2.40 7.50 8.0/7.8 26,400 2.26 7.00 8.0/7.8 26,400 2.34 7.20 8.0/7.8 27,000 2.42 7.80 8.0/7.8 26,200 2.36 7.20 8.0/7.8 26,400 2.38 7.50 8.0/7.8 26,400 2.30 7.00 8.0/7.8 26,200 2.34 7.20 8.0/7.8 26,4o'o 2.34' 7.20 8.0/7.8 26,200 2.30 7.20 8.0/7.8 26,200 2.34 7.20 8.0/7.8 26,400 2.32 7.20 8.0/7.8 26,400 2.34 7.20 8.0/7.8 26,400 2.32 7.20 8.0/7.8 26,400 2.30 7.20 8.0/7.8 26,400 2.36 7.50 8.0/7.8 26,600 2.34 7.20 8.0/7.8 26,400 2.38 7.20 8.0/7.8 26,800 2.34 7.20 8.0/7.8 26,600 2.36 7.20 8.0/7.8 32,400 2.38 7.80 7.8/7.6 32,400 2.38 7.80 7.8/7.6 32,800 2.40 8.00 7.8/7.6 32,800 2.40 8.00 7.8/7.6 32,000 2.56 8.50 7.8/7.6 31,800 2.30 7.50 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,200 2.42 8.00 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,000 2.36 7.50 7.8/7.6 32,200 2.42 8.00 7.817.6 32,400 2.38 7.80 7.8/7.6 32,800 2.46 8.00 7.8/7.6 32,200 2.32 7.50 7.8/7.6 32,600 2.34 7.50 7.8/7.6 32,000 2.56 8.50 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,200 2.40 7.80 7.8/7.6 32,200 2.34 7.50 7.8/7.6 31,800 2.32 7.50 7.8/7.6 32,000 2.34 7.60 7.8/7.6 32,200 2.34 7.60 7.8/7.6 32,000 2.34 7.50 7.8/7.6 32,200 2.30 7.50 7.817.6 32,000 2.34 7.50 7.8/7.6 32,200 2.42 7.80 7.8/7.6 32,600 2.34 7.50 7.8/7.6 32,400 2.36 7.50 7.8/7.6 33,600 2.32 7.60 7.8/7.6 33,400 2.34 7.60 7.8/7.6 33,200 2.34 7.60 7.8/7.6 29,500 2.40 7.60 8.0/7.8 39,500 2.40 7.60 8.0/7.8 39,500 2.48 8.00 8.0/7.8 39,500 2.46 8.00 8.0/7.8 38,500 2.34 7.20 8.0/7.8 38,500 2.42 7.50 8.0/7.8 38,500 2.34 7.20 8.0/7.8 38,500 2.42 7.50 8.0/7.8 39,500 2.48 8.00 8.0/7.8 39,500 2.34 7.20 8.0/7.8 39,500 2.46 8.00 8.0/7.8 38,500 2.34 7.20 8.0/7.8 38,500 2.42 7.50 8.0/7.8 38,500 2.34 7.20 8.0/7.8 38,500 2.42 7.50 8.0/7.8 40,500 2.32 7.20 8.0/7.8 9 DESTGJ\! MONTH Ml'."iY ,:i 1..11...··r UU !"!)U!Jf:;: DH·I' iJUI....E: UU r U1J1. ff,: J 1,LC.JU1Jf-:: !flE f i:::U!..../-:i l~:E:.t...." :-H .. fr·i bt:~frr EMH~:·.F: .' '":, :'.': .. !:'i'/. NO'v'Ei·ll.::<El"•: 1_.,.111-.!TEP T"YPES l .. :;-: .. ··:r .... ,., ,'.j._, .t I' i::;;DUF TYPE J ,. l/-Jr-'11. .. L r··{P~: l J •• , :i. ,, \~!..H··ll··IEF< U F:(:.1c.: T 1 . .!. lf.1 .i. • .i :i. t'.:i .i. " .!. :i. ~:, .i. " 'j i. Vi HCF: I...! F{.:it.:T u Ft;C ! U F;':iC! 1, . .! .':,iJ .i. r:i . .Fi .. CL.. '.::-HU ,_._(JE.F f: L. .. f· 1 i·-i 1··:•i:::,i:_,.::; 1~:L.:.:J y : .. :_::::~ ! l (,.: .. ;_, I .,li. j !j F·Pf.:i.JE:.t:::T :: HP:l,!\:'PiL.I.... 1-:·r-:.-ei.1.)UL ! .:::. CLIEN): BYGOR DAIL: 71~1~~ ] f·,!.()Uur:,: C+::\ .. l::tUi...U • !":!. : • .. : i::;:cirn··: CUl'!h I 1·11::.1 .. , Vii:::U hE;) 1·!EJ.) !-1!...ii··i 1. !.} ,:::.i :t • ,;~J :::! 1~~1;. fa 1}1 c..:c,1:~:r:,~1::: c.-1 .i !. J; -1 !. ":,.:, PHD.J E:.Cl Fl LE M(-'!HE :: Pt,H.U::.,L. L. ::·,po.J r:::cT i .. t::H::.:r-YT l ON:: 1.:::r-'.;F,:L.l::: . .ur.,iJ . .' l""IF:·7ih'FF :::; NC!h'. ·1 H L..(:i Tl ·1 UDI:: :: .:~.:/ Df::GF;:f:.ES l...C/1\!E:, I ·n. .. lJ)L. r 1 t / BAROM~TRIC PRESSURE: 20.9~1 D(-;\"L. I Gl·ff :::if'l\,i I i--lGE; ·cl i''iE :: YE::i3 ME(.:11'--! DP1 I L..Y ri:::!"!PE::i-:u:·; ·11 .. ..IPF::. r-:'.(:shH::3E :: :;~ C!NE :~.:iEhlEi IBLE i:itFE r l f: l-iC lT..iP ..... .. _ ... , .::: .. ,::. SAFEft FAClOR -0 % ZUi'IE HEP1T ING t?AFF r·y F{);C"! on ..... fl..i ;~. BUILDING OPENS Al 8 AM. BUILDING CLOSES Al 6 PM. i·,.!UMbEH OF Uhl.[C!t...!E lCi!\!E~1 TH fHIS F'PO,)E:T"l ..... J:~:, BUILDING DEFAULT VALUES: DU I L..D I ND f1EF {:iUI.. T CEIL . .l. h!i~; HE J G~-fl ..... cl PE:.OPL..E Sl::J·-IS I t:!L.E L.DhLi fll....11. .. T :r PL I EP ... " ~2:.::,1J F-·'EOF'L.E L?-iTEH r L.DP .. D l1IUL. l .[ Pl... I EC:·'. -j_ 81J FLOOR HEAT LOSS COEFF!CIENl !...IC::iHTING {i.0:0E:::O t::ih! h bUU(.:iF~I:~. Foo·1·t:1GE Ht1b.!E ur-: :i..~.:1 i.1J(i'T·1·:~-f·'E:.P f!C::°!,.FT,. EQUIPMEN·1· ADDED DlREC"ILY TO ZON~S F·"ELlF'L.E (U}Ol::.D Dh! (; bUUt1F::1::: r DUT ('1i3E .C(ib I b CiF 1 PEHEi[;!\I F'l::.P "i 1:,11/! L.,U" r:··r " INTERNAL UPERAflNG LOAD PROFILES~ PFDFILE NUMBEF l··IH 1 ('./ i. 1 1 Lj. I:-=, l·lF'. I :, J ... HP .I.G i.. 100 100 100 100 100 100 ib0 100 1~0 100 100 100 100 2. 100 100 100 100 100 100 100 100 100 100 100 100 100 'I -'-1· • 100 100 100 ]00 100 iW~ 100 100 108 180 100 100 100 5. 100 100 100 100 100 100 100 100 100 100 100 1~~ l00 6. 100 100 100 100 100 100 100 100 t00 100 100 100 1~0 -iH,HH<H<:-CIJMML:HC I i~L. !··i',/P!C L..OP1D\:; F'F:CiEH?(4i"'I Et\· l::.L. I .. l E ::;OFT t-1.lr:-1HE UE'-/E:.U .. Wl··1EM f J: l'·!J ... , -:~·-r-:··i,-~---00 SAN DlEG0 5 CALl~DRN!H RANDALL PRODUCTS Pt11~:d::: . .::, LIGHT 1 Ni3 :: PF10F 1 L..E :)4: :I. lb USi~~-[!. :I. 1/JqJ~~ UF L.CtPd) 1 s 1:1PF'l ... .!. EL' f !J LCihl D .I. r 1 C)i·-11::.J.i i:if··r:;LE EQUIPliENI·: PRDFlL~ tt 1 18 USED. PEOPLE: ~ROFIL..~ U .I. IS USED. A 20.0 DEGRE~ LEAVING COIL-ZONE TEMPERAlURE DIFFERENCE HAS BEE~! SPCClfl~D f.:iE{-iEiUN SUMMEf:;: i,<.J I l\!"T EF~ V~Nl.lLAfION MElHDD 15.@W CFM PER PERSON 15.00 CFM PER PERSOI\! (,'.J.(I)f/1 m. Ui?1 SAN UI~GO~ 8AL1FORNIA UJ{-'tD UM IT LUHO TE!·'IP. i..J:)(-HJ ':il:J·L. L.J:;T.. l··i'r U .. H ft:i .. DE:f.iLhJ.F. C!UPlM Ff°'.)CI .. )JJFF. l"'l!.Ji_·1·, !!E:.t!·1· l··IE:.P,·r l"IUl .. ·T .. LO?)D ::::;,. l_.,J(-iU .... F .. lH-il...L. N. i;J(-~L.L N .. 1.:·il .. .r.:; ~3 '.:i E. l.:iU~bi:.1 LIGHTS !·:·E CiPL. E TC!T{-)L. :I. :I l 1 4(6\Li 1. 9t':i0. f2Jli.) J ;::;; • C.'.'.li?.l 1. :l. 10 :l ... 1.lD .i. • :I . .l (ii j_ (i.t ii) ;;, E .. WALL 1 342 0 .. 698 S.WALL 1 24 W.600 E .. GLASS 1 216 1.110 S.GLASS 1 12 1.110 LIGHIS 2100.00 100% PEUPLE E ., ~,JPiL.L.. !·,![. .. l~Jt~1LL i'·-1. ~,JhLL. E .. i..:i L. {~'d3 ;:-; J·,J. GLi~SS 1 :i. :l 1 j 4" l.:'.il.!! m i?..i .. ,~>·-;m ::~;6 &:I .. 69\Z! 96 :I ... :i.:i.W 51:i. :I.. :I. :l\;~ ~~.GLASS 3 90 1.lj0 E.GLASS 3 Bl 1.:l10 L.IGH·rs 1399.50 100% PEOPLE TOf('1I.... l :,;:: !:3 • ·;,~ i3 :.,) 17 11 .. 7-~::u .t.1 ~.5 " C~t ~=.:, 1 :I. l. -~;i.\f:?, !j ~..;> ia ,::_:} ij. !75 3 .. i:}.]~1 :l. ,:':1 .l 1. .. 1;~,4~D j_ :}, :;;! ., er/ 1]) J. ,:':1 :!. 1 .. E11.pJ .1.::::: E.l. ·~· /\{.i C/ c:-.:/Jl] :_::;, .r:1 .i.f?J J. .. ~.,~;,1.zi /.,:·'.? t..::-14 :.::,.,::'.·'i 4 .cj. ·:::,,-1 .·:.)/-.!:501 21 ~::i l ~~; ~! tZI ,!~> .. :: ........ / ·_.; .I.bl :-:,':;,··.:,(;J iJ '.,:::24 /1i?JV1:·::; 2_t.i.j(:;. 4:i. ,. H:i.t?.J 4:l "l]:1_1/j 4 J. ,. \::i j_ l:'._i ::~.i!_i :1.11:i 1t1.:ll'::i :1. (~ 7 .. :~4 1400 SF. SYS. 2 41. .. Bl(ZJ 4:1 .• BiD ::37:~:, 1 ,;1:;1::::; L;'!.{J .. ::,1 188}/ 9~3 Sf. SfS. 3 .ij :l. U.i (j 4.1. .. El:! fj il :i. ,. H.i. k:I -'i l. El 1.W 4::;;: 1 :,~ IL! 91 ,:-;i .<:J.0:1.-<l ·X:--~c CUl'·il'iEF<C I hL. H\JHC L.UnD~; r:-r::c:iGntiM E:<"'/ Ei.... I TE SUFTi.,JP:1=;:E DE',)EL..G!·:·MEN I' 1 NC ·iHl f:;;{.:-;I\! D :1: EUU '! i.:>-1! .... J F CH·;'.h! I f..:i LUt:ifl DFf;fJ·? J F' .. Lfr·-11 T L.Ci(.\ I) "T E1-,1p" ! ... Cu:.:iD \~iEi'i. G!l....l(lh! Fi=.:ic·1 " U J i::--1::" MUI....T.. !·!Et: l' <'.J .• 4 N.WAL.L 1 22~ 0.690 10 6.900 N~ .. WALL 1 54 0.690 13 8.9/0 PART. 1 108 0.091 15 15 1.365 LIGH1·s 1617 .. 00 100% 3.410 PEUF-'L..E ·1-CJTh!... PP1F\'T. L.I(3H.l''.::l PE.UPLI:::. J. :~: ::~; (2l :i El id 651 0.091 15 15 1 .. 365 3 • .<'.!-HJ 2:~:;o .1. 81)J :'.j.f:j.<:j. ~!~':i:l.1+ ~~.i}/(;' 8'·// 1. s::;.t1.5 PE~K rIME 2 PM SEPTEMBER ~l. ~,in1...L.. N .. !•Jtil ... L L.lGH'l S PEUF-'L.E:: :l 1 HOOF :I. ~31_,1 .. l_,.,l{.:-d, .. L.. 1 13, W~L.L.. 1 t'.3 .. Eil ... t'~~:.1~::; :i. fll.d. GLP1!.::lfi 1 9.!. .l..:!.lii) 4~", 1. :l. :i. 1:;:i J1211Z1'X, j ((.'i(i'.l'.\, :::: .• 4:1.1.2'! / . .::,/ :::::G:Wt-•l -;: 1? .t PEAK lIME 4 ~M SEPTEMBER :.::: / ,c'.'.:'.i 12). \D4 <:j. -~:;f\b ((.) " .:.-, ,::,11/.1 :i.:.-:'.V.i .i." .I. :l.i:'.i l.92 .l • .l :l('} 1 ;':'i 1 (d. ::;:~.','.i(Z) L, B. c;,71J fl61'? :.:::99~:'.i :.:~·-? l (:! 69W::::; PtiF;'. r. LIG!·!Tb P[:.UeLL 1 578 0 .. 09J 15 15 1.365 1~:i91.il) 7Bfl :l •::; fl:;·~ t3 f~~i~:5,:S 5580.00 100% 3.4:1.0 37.20 100% 230 180 TOTAL LJH. HTt:,. i--nb., !.. .. C!Pi.O 1078 GF. SYS .. 4 E:\·'Sn 1402 Sf. SYS. 6 '::-·~=i··::.•,1- 4 i. H l.lf1 4:i ... f:llf'.i 4.1.. B11?J H3i3:l. ... :. a,l?c:: ~" .. fr.) :I.} Hfti?F, E1P,b! Li I EGU '.I CPtL.. I 1: UHi'-! .I./, RANDALL PkODUCTS P1:\1GE -:::., *************~ DElAILED PRDJECl ZONE LOAD CALCULAflONS *************~• !....Ci(-tD \ li\! I ·1 L.CJ,:.to T !:::J'iP.. !....Uno f!Eh!.. I.. (--l ,_.. H ! fi.. HI C·1 ,. DEfiCFU p" C!Uf:1N FP1L T" DH·· F" i"'ll . .iL'I'" HFi-1 r l· H:::1:'.) r j··,JUL. r" L..U1;u 8 .. 8 PEAK TIME 8 AM SEPTEMBER \:;;~,.J .. l· . .!hL.L.. 1 l_.,_t .. t1H\ LL. Pf::iF::T. LI(3H'f:::i PEClF'I .. E 160 0 .. 690 J9 13.110 544 0.69~ 21 14.490 1584 0.09:1. 15 15 1.365 1 t?..11:zi;-: :l.iiWi\, PEAK TIME 2 PM SEPlEMBER F;:OOF \::1., l_,.){ll...l... 1:::,{%PT .. LIGHTS PEOPLE j_(:1.t.. lG'.J i:::oui=: H" l•.lPiL..i .... 1 i ,. 1 1 146({) (ti. !ii44 .c'.j :I. 5 f!.t,, h:.'im ;::.::,'5 1 .. 1. J.fjj :::;: :1. ·=;, 12i • (-!JiZi 14,. l:)W lfZl~J \ l (!}frj'/.: 1:.:::u 1z, ., FJ44 'i .Li:.• W. 6'?'(;:) N.WALL .I. 18 0.690 E.WALL 1 45 0 .. 690 N.GLASS ~ 18 1 .. 110 S.GLASS 3 36 1.110 S.GLASS 4 6~ 1.1l0 LIGHlS 109~.00 100% PEUl"''I .... E TClThL :!.L Li F:UDF· E .. l•JtiL..L. .!. :I. E.GLASS 4 294 1.110 L 1 GHTS :t2:;2~5. 0G1 1. mi:'.i'.X. PEOPLE 15.50 100% "f'CJT t:I.... J.'..'.:: fl. 2B0 :~; .. 4Jt1 ::2.:~:17.j :i.BW l:> <:? .:::; ,. tt.t :2:, c'-.> l ~~: f:3 " :? f::5 (~) ::j ~;" ~:5:~l1 H3 :1.2. 42({.) 64., 71.?./(._;, 64 .. '/l;?j':? ::~ .• 41.tl :.2:st:.1 1Bm 4B ~c'.. 11 :? l / l :I. .. /:::::(ij :::::. 41. (LI :,2 :5 t:1 U:Jv.j 4B:tB :2:,4:.;;:m l ~5.l:,f([-=l '.j(?l.if. Cj>i..j°' t,~1~i> 4.<".f.:.~: l:l.i::l.l.[1 1(:.,79 ,!:> :i. t.=.=.i f~ l.7624 79:;::s 2300 sr .. SYS .. 8 :~:~ ~::5 :1 :.:5 :2:; ~-:) :~: !:.=1 11 ~:; :~; 1;:) ~ •. : ·j /·~ __ .. 1 1460 SF. SIS. 9 :I.:~:, :I . .ii j .j:[ 4 1. •. b'.."::'.f:i 4:t.fi1Q) 41.. El:!.W 4:l.Bll! 4 J.. (::J 1.lf.l 41.,,!:3.lf~j .:·:.·\..:.:'.:.,i--! ·.1;:; .• :·-.. t-..:• 1 !.=·il)J:::) '..-:'.,:':.-.::,'·i 1550 SF. SYS. 11 41. BUt :,c'. /'i(,'.! ·lHI· C..ClMNEHC I ht... HV{~L UJ(..'il.Jb PF:CH::,Pf~i"I BV U .. I ! I::: bDF i'\iJ{;F:I:: :UL'-/1::.L.UF-'l··iEN I .t hlC ·l•Ht· b(~1!\! ).1.l i:::.GO ., C.:::·~1L. l FUF-~N l (.:: LCir:'.'ff.) Ul'-1 l f LU/'.il) T EM1::,.. I...C11-1D bE.i'·-1.. L(; f.. HT G.. HTG" DFE;cp IP.. GlU(~j·,1 F {~C ·1 • _I) l F1::: .. 1·,iUL.. ·1 ., i·iF:J:! r (··lf.:=I: ·1 1-'iUI ... "!'.. LD{::iD ... _ ···-·-·· ··-· .. -"'"' --__ ... ---· -·-..... --· ·-..... ..... . -· ··-· ...... --··--·---· ..... .... ... ·-· ·-· ·-··-· ·-· -··· ....... ··-·-. .. . . .... ----· ··-· --·-. . ........... ·-· .. --·-·----· ·--·-· FiUC.IF h!. I.A.l(l;I....I.... J. J. ME .. l..1/(11...L 1 ti O .. 6·~_;,1,J E .. WALI.... l 75 0 .. 690 N.GLASS 3 54 1.110 NE.GLASS 3 90 1.110 E.GLASS 3 90 1 .. 110 E.GI....ASS 4 42 1 .. 110 LIGHTS 1545.00 100% PEOPLE ·10.30 100% TCiTf.,L HOUF· 1 :I. 5500 0 .. 044 76 3.344 h! .. (,1.)(.:';! _ _L Pf'."it=('f • LJ.C:.ll--·IT::3 PEO!::'LE TOH~L 189 0 .. 690 8 ~.520 1296 0 .. 091 15 15 1.365 :1.(1..t&'.Ji:, l ~'.lf:i ~·~ .},,. 410 :,;;::3;1jj l. 81.:'.J ::::,1.:?) j_ :!. <:_;;:,;-: (21 '..-'!··iF<!.ii 47'.i:4 :::::.;::1?)4 :l. Ei~S('i':2 j_(?.)14,:::;: :,::'.i:3 :i :~:::::: l :.;;:b~.:,l}J :i.fll:.=,4 :i~:'.i .. ::',::':,Ei 4.l. .. Ei1.IZ! 4:l. B1.i~) 4J. .. El.i(!'.J ~.:'i~':.i 1 .,1 5508 SF. SYS. 13 f:iUl'I r-:1BUF:E '·-). 1::•E(il< T .I. i''IE NO. Dl~:E;Ci::;: IP <..::ND MUI\ITH 1 RECEPTI 11 AM SEP ·l,:- * HOUF: f.:l Pii·l S) AM 1 [I i::)M ll hM i.2 r:1M i PM :2 PM :~,; PM '-1-PM !:'.i PM 6 PH MP:\i Z.01\!E. ElEN :I.8:~;~}i}3 2::::;:1.t)<l ?E30Jb :~: i:1 7~ t (Z} ~;~ <S :1. <:;:, ~~f :24724 2'.?f.lfl:.-:: :~·: 1 4 9 !_:_) lil &'.) SAN DIEGO~ CAl.IFORNIA r=1...uuF: SEl--!i:)1DL..I:::. i-!F::r:, ! li'!U ',J[:J•ff 11\!FL l::.\H rn.JPPI....-/ ci-::t1 i:.-·:FiEf-1 L.Of:)D I.. U?~1D CF l·1i CF M CF!··i CF M / ~.:.F·· 1:.:::1.21[1 .JUL.. V \:,Ef· I EMHl:::F ZONE.SEN ZONE.SEN ::::: '.,::: !ll 2 fr) .::,(J/~)/ !·-! ,J \1 l ::: ,-,1 DE. r:: i. D!'-iE .. SE!.,! l.6:;;::6,::-., ·::•qi;,1:::;7 (7, :.., tr.) 1-,,cJr Ubl-:'.:I) :u::H.,iE .. SEU (::'.i 1// t ::.:l''''i<'··, .1. ., A J··.iCJ 1· LJE:i:::.:c, -t:- ZCJNI::: .• SEh! ·M· -:·-OOHO ..... ··--· --..... HOO .......... ,_, --.......... 00h0 ............... ·--..... 00 ... ·-••-..... ·---0 ... OON• OM•O -··· ·---..... -· _, ..... ·-H-·-· -· -·· .,,_ ·-·· -•-• om• OMH ••--• ..... 00 Oo O•H• ••••• ,._ MMO -•• H•-0 •-_,_ .... --· ••"• OMH O •H -· -OM-·-·· ..... -OM•o -••0 OOH• .... . ·lH:·-lHi·-l(· CCl!--'!l"!EHC I P1L , .. 1~H}1C L.OP1Df3 PF-{OGfU-'il'·j ff{ El.....!: TE f:;oFTt--JnPE DE')EL..OFl .. 1IEi\l'f I NC ,jH( * ~~··l(- SAN DIEGO, CAL!FDRNlh FU)i\JD(-'~LL F'PODUCT::3 7 / 2 / 9:2 P f°.'11:Jf: ,:;, ·l(··lHH<:··ti·{(,.,:,.;H(· l(··i<:·i'i .. ~c·K··;:--li";(, iHJ .. J<: ro r hi... !._i)())) bUi''il"IP,ffV UF P, Ip E; '/S Tl:-:l'i :!. ·lB!·>.:··l,:·•i': .. lHHHH·:··fl"~C lH·,, .. lH!· i~· k SVS'f'EM T \'PE:: F'hCl<.P1GED EG!U I F'i··lEi-.!'l" l/-J 1 f'H CCJl·.fSl P1l"-! ·1 '·./DLIJl',..IE -i EF;J,1 I i\l1'.1L.b SENS I BL.E HEr=:Yr FP1 ,· I u :: (?J" (:il~.:'j --···" ·i H], ~3 El"Y'EiTEM uccun:::; j T .r ME ( b) .[ l\i THE HU]. i...J..l .I. h!G BECC::1liFiE OF THE D .[ './EFd:H I y II'! z 01-.!E '.I PLEh!LWi ~ P11\lf..> '-.._.!i::.l\r! !.. Un)):;3 '.' n !E: ./ l.]h!L ~:)t::.l\!f3 l BL.E:. PEhl< TIME IM 131::.P·TEi"'lEll:]:{ ,:;f :l J (ijvj 1~:) DlFFF.::F:EhlT r=Fmi·! 'fHE TOTr-~1!.. b\fL Pb~!<. T::.i' ... !l:: HE::h!CE, Tl··lf::: Pi IP b '{f:; TEM CFM !,,Ji'.'!'::; CUl'-'!F'U r i::.D Uf:; :,: MU (..i 7.. u1,1E f:>1:::1,1 L.U(.,i) UF .if lj '-' U:?t:) SUMMER: VEN·r C~NTRULS ourSIDE AIR l,.\J I N"I.ER 1v'EN·1· 1:·11 F-: LO{-'!!J WINTER EXH AIR LOAD WINTER INFIL AIR LOAD TOTr)L. ZO!-·IE }·IE/.:1·1·1i-..lG l .. OAD Tfff (..·it_ SYfffEM HE(-¾ l I r--lG LOf.:iD -· SUMMEP \JEN r SE!,l::31 f.lLE GP, 1 !\! ·- EX HAUS.I A1R SENSlBLE GAIN - SUMMER INFL SENSIBLE GAlN - HJ'1'?'1I... 2. C!h!E E.il:~Nf.::1 Ell __ !::. GPd !'··I --· -r fff f:1L PL.Ni'-1 :::iEUEi I BU::. 13(-; 1 hi -·- Z DNE LOAD SEN SUBIOTAL DRAW-lHRU FAN SEN GAIN BLOW-THRU FAN SEN GAIN MCL SUP.SIDE COIL GAIN MCL REl.SlDE COIL GAIN SUPPLY DUC! HE:n f t:,r;\ IN HETUF<N DUCT l·IEP: r Eiti I hi AIR HANDLING SUBTOlAL TOTAL SYSTEM SENSIBLE GAl - !:3UMMEF: '·.JE!'rr L.t1TFNT GP1 I h! EXHAUST AIR LAlEN·r GAIN !:3UMMl::P I r,ir,: L. L.P1 TEJ\I I" C::i{1 I 1· .. 1 TOTAL lONE LATENf GAIN TOTAL SYSlEM COOLING LOAD - J I\ITl:_F:i'lt-)L U.J(-°\DS ~;UMl•lf.1,1=({: 1 9~::i(:'.l t,Jf-i T TS OF L.1 Gl·r-1 I !--ll.:3 . ., TOTAL SYSTEM SUPPLY AIR TOTAL CONDITIONED hIR SPACE SUPPLY AIR CFN/SQ.FT. T[JNN/.-)!:JE PEn SU. F'r TOT(-)1... Trn,11--u:iGE F:f.G:!!..JlF:f:.fj F:ur~ ? ,1 7 •:i) .• ;~ !· n'I...J / l· .. !F~ 1ZJ BTU/ l-iP fl1 BTU/HP ~~-=;~~;:•ms:~; B ru..,. HF: ::~; !• tbll!-~5 DTU/i-lP W BrU/HP :::1:·=t.,4B1 BTlJ/HF,: 1Zi .1.:-n LJ/HP lZl B "!'1-1 / HF: 1J.J BTU /!··IF, m BTU / i··H;: !£') .F:fU/HP /il BTU/HF:: 0 B r U / I ·ff;: ~:i .. , b}t:~1 H'T U/1-li-::: (a BI U/HP 1.i:i DTU/HF< : .. ~ . ., :::;;4i;~ E<T U ./ HH :I. , Bl56 CFi·I l . ., ::::-@?J SD .. FT. .l. 42·71_:=-j ill. WtZJ::~,2 :I. ,:;-11:':i CFi"i) f1 c1-=·1·,1 :i t) CFM) j 9!"·, CFi"I) m crr·1) tJ CFM) :i. 9!.''.'! CFM) f'} Cl-=Mi 1,a C.T 1·,i) i WITH OUISlDE AIR - ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENl' INC***** SAN DlEGU, CALIFORNIA '·,v l ~·) t (:J: ···., : i .::., l .: .,; .. **~**~**********¥****** ZONE SlJMMARY OF SYSTEM 2 ************************~ f;GiN P:BBRE::v.. PEn1,:: T J 1··'!1::: NO. DESCRIP AND NUNFH ZONE PEAK TOfALS ·ii· B (:iM (j) r::)l•i l ~?l AM l 1 (.;I'! :l.2 P1M l PM 2 PM 3 PM 4 PM !::_, PM 6 Pl'-'i :-t· PM E.l Pi"'! ZONE .. ElEN 2124'':,l 212'..Z:-.::; :I. f$.q i"/ t~ F-Lorn:~ fil::::h!f; l !31..Y H!:::hT ,[ 1·,!(::i \11::J··.!T ]. i\li:: L. E/H bUPF'I.. .. '{ CF· M AREA LOAD LOAD CFM CFM CFM CFM /SF J Ul. .. \1 bEl:., f'EMbEP ZONE.SEN ZONF .. SEN :2.Lf.~.:=jllt 1. ~::~ ~) !Lr:;::: 7· 2!ZJBr,, :I. G'.I (l.) :,~ f.12 ~:.'.i 4 2B@:l1 2,:::,,;;4? :·,;:: 6 4 ~:~ (Z:i :,:::::::.1 / C:i\::J '.?4:J. l i D l?.l NUVEMBEP Z 01\JI:::. '.::iEI\I :l.'?:1.49 1 '/ ?6t3 l 7BC),:':, :l.:i':i.24 1'/(?j6UJ 1 ?il.l!.:i8 16~59 7 1:"'iB::34 1 !::) .!. 4 l~) l'1 w l'--iOl i..H:iE.U ?. ONE .. F;f.::J·.I f2J i·-lfff U!:.lF;.0 .:,:;. ?Ohl!::. '3E::l\i * -lH,--i<:-·li·-i~-C::Cil.,ll'"lf:.:F;:C I /.'.)L. H\JAC I.J"' ''-fJfi PRDGF'.f)M DY EL I Tl:: i:=ir.:.iF: ·r t>..l('.)Ffr: DE',/EI .... OPf'lENT I !··-IC ·lli--~~-1-c-1<:·-~c SAN DIEGO, CALIFORNIA f'.'f:)t:!E:: l 1 ******************** TOTAL L.OAO SUMMARY OF AlR SYSTEM 2 **~****~********** \:1Yt~l Ei''I T\T·L ~ F'(::iCJ-::J::iGE:U EG!l . .i .l Pl"li::::hlT !,') I "fH LUNG r P1N ( vrn .... LiMF TE::Pi·11 I 1·,1P1U::1 f3El',ft3IBL.E HEhT r.;_:,:n10: (~)" ·=-?:? ------Tl·l:U3 '.:f·{~3H~.r-·i uccu1:;::-:; :I. TIMI:: (b) .lN ""i HI::: Bi..JJ.L.DH-iG Bf:::cr::1UEE: UF-" THE DI l-JEFW I "i \1 I l·'-1 -~CJi",lE, F'Ll::l·H.li"I ., r":,1---!D \1E:J,: 1 U:.1r:"-fO:::i :' THE ? 01\IE ~3f.:J·-!\::i I DL..E F-·EJ~i< f .li"1IE }. !\! faEPTE:l'i:E<l·:~h'. {YT J f:l t1Jvi J '.-3 I)]_ i:: FEHEh! I FHDM H-IE Ten t,l.... Sy::_:;.. F-"FP:1K l H·II:.. WlNfER: VENT CONTROLS ou·rsJDE AIR 1.-,J I j\l"f El:;: ,..,,,.::.1-,rr (.\ I h: LOAD WINTER EXH AIR LOAD WINTER lNFlL AIR LOAD TOTAL ZONE HEAi.ING LOAD TOTAL SYSTEM HEAllNG LOAD - f.! ~l -~' ·~_;; :'2 .fJ i l.J : ' f·Ml F;~ 0 BTU/HP ,_;;_1 En U / Hf;; lt:1i,t/;,7 BTI.J/HF:: 2 .t.f!! ci:::M J t::J t.::r:--1-11 i 0 CFM) **** ALL. CDOLJNG L..(JADS BELOW WERE COMPUTED ~T fHE AIR SYSlEM PEAK fIME **** SUMMER VENT SENSI8LE GAIN - EXHAUST AIR SENSIBLE GAIN - SUMMER INFL SENSIBLE GAIN - TfJTPd... ZONE BENSIB!..E t:1{.'.iJhl -- TCi"l 1=-,L PL.!·,JM f:3Eh!i:=l I El!..E t::-,A 1 N --- ZUl--lE L..UP1D SE bl E.:U£fl 1J T f~)I.. DRAW-THRU FAN SEN GAIN BLD!•J---T!···IRU F,:'.'.)i'I SE!'-! f)(.::ill---1 MCL SUP.SIDE COIL GAIN MCL. HET .. SIDE:: COIL. GP,fr--1 SUPPLY ouc·r HEA"f GAIN RETURN nuc·r HEAr GAIN AIR HANDLING SUBTOlAL TOTAL SYSTEM SENSIBLE GA.I. - SUMMER VENl' LA1-EN1 GAIN EXHAUST AIR LATENl GAIN E;UMl"IEFi: INFL L..AT"ENl G{-)Ihl TOTAL ZONE LATENT GAIN TC!Tr--)L f.3YSTEM UYf!::.l'-l"r G!-HN --- INTERNAL LOADS SUMMARY: ::::: ~ -~~~:. 4 En U/ HF,: m B ·r u / 1---n=:: CJ i:fT U/ HF: ( :~:'.t:l ,, i/4'.? BT!.J/Hn (~I Et I"" U ; I· ·ff;_'. IZ/ BrU/HP {'.::I B"i"!..1/HR f'i BTU/HP U BTU/l··IF~ F1 !-:-J TU/ HI·;.: 1.;:_1 DI U/HR 6 ._. :~:· '.,::: :I J3 I U ./ 1---IR f1 El"l"UiHH Vi Uf!.l.1!--!P :;:: '-' ~5:~~i.::; BTU/ HE :;;,9 \I (l/ j I H T"U/ HR :?1i~i CFM) fi.i CFl··j) C.~ CFM) -:.:--11/1 CFM) G.'.) CFl"·'"I) 1Z1 CFi··1) 2100 WATTS OF LlGHTJNG, 1.?.1 l.>.li'.--) l" "l"b UF EUU IP'-' t,h!D TOT (-)l.. SYSTEM SUPPLY (~ I 1::;; TOTAL CONDITIONED AIR SPACE :I.'-' 2B4 CFM J. ~ 4frm SGl" FT" SUPPLY AIR CFM/SQ.Fl-" -0 .. 9:1.73 fONNAGE PER SQ.FT -0.0023 TOT(-!iL TOl'-JN(-~GE PE@.HRED FOi? hlR SVb'TEl'·I 2 l•HH-1 UUT!:HDE f"HP ---- 0 BTU/HI? :!. 4" W PE:CJPI....L ·iH! ·;.HH~-CUMMF:: F;:C:.: J ?'.'1L. H',.JF:C 1....Uf-i.DS i::·1=~:UC:iF:{:1M :bY El...]. TE bUF I [,itrHI::: f1f::.',)E::L..OF'l'IE!\! I' J hiC ·lH<··lHc·K· f:3i:)N Ii 1 EGU '.' CP,L .. I FC:!f-;:i··I 1 ('.'r F~AND(-)1 ... 1... 1,::•p!JDUCTS SQN ABBREV. PEAK T!ME NO. DESCRIP AND MONl'H -lf -~~ HOUP B 1:'.:iM .;;i AM :I. iD fii'I :I. :l r~M :I.? 1:1M :I. PM 2 PM .t.1. F·M ::i Ph b F'i'·! 7 PM S Fl..,.i i'"!f.~Y Z1JNE. SEN 1 6 ~;-::,l ~~) :U372b 1 •:? 1 B6 J(:iJG%14 1 f.:l(Zl21 :l EJ2:24 1. 7<::i~;:i1;.1 :l<:-:iCJ::::;1 14~?2 .i. EJ 121 F'f·',HF .I. 2 Ff....O,.:_Jr;: f;i:::1,1HJDL.E HEi~ ! .!:hiU './Ff\! I Jh!FL. E:.:X.H Eil ... .iF:•pJ..\i C:F!"'I AREA LOAD LO~D CFM CFM CFM CFM !SF ,JUL\' BEPTEHBEP ZONE.SEN ZONE.SEN lf:18:1.:? 21 .. ~,flC? :.~: 124(ll 20299 ')i?lf1lfl9 1.9987 :l. c_;;2B4 l ~3:2~:!~; l ?.:::,:i. (2) l?) fl.I :~ :,:~ -~:1 ~J ,~.;) :~~ :;? C:) {:) '? 21 '~~.:i::? '.2l S;:l.2 121 [1 hlUVEi·tbEI~;: HJ h!I::: • SE I\! t3f:l4G;_1 :i Vll-.0(';: 1146? l J !526 Vi'.11 l. J :I. lj>27 l.l649 1 f'.J-=114l:i i. k)/,:?El Q) m t?..1 l·-iCJT USED ZONE.SEN fj .i. (?J,cj;,'.j. ·t i .i.,. .\. NO r UbEL -;1- I. Di··-.II~~. bl::J._! -~1- r,. t.• (:'..1 (d (!.) ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOF-rWARE DEVELOPMENT INC***** E1tii"'~ DI Ef::HJ '.' CP1L. l nJi=u-.1 :1 ri RANDALL PRODUCTS 7/2/92 PAGE 13 -iHt ·li:·-~=-*··X--K--1-:--1! -il--lH··lH(· ·¾··lHHH-Hl· T (J T P,L L Cl h D ~;31 __ /i-·'!l"'l(.)F("l' OF r:i J: h: b Y ::=, TE 1,1 :~:; ·iHi:· -1-:--1i:--~:--1,--i<· -l<"--~c-ii:--~0 -i\· -iH•,· -i1:--;,;. -i<:-i,,· !::;YbTEM T\'T'I:: ~ PP1Gl<P1GE:O FGH..J I Pl·'ii:::l"'l ·1 t.\l I TH cc:11·---lE:TI:l'i T \.'OL..Ul·1IE:: TEFn,·1 I NPrL..S :3ENb .U-3L.E 1--!Ef.Yf P(:i"f I Cl:: lli. 9:;!; ------TH IE E;v;;-;-rEM CJCCl.ff•:b l ·1 :t !·IE~-rn H,I THE f_:l JIU) I NG B[:~Cr:\USE or::· THE :c, :[',./l:]:;;s 1 TY l H 2'.0HE ,, PLL:_NUM ·) t1N0 ')E:t"'! l L..iJ(-H)E; '! r HE ZC!!-.IE '.-31:::t---H:i I BL.E F'EAI< f H'IE I H SEPTEME!ER (..) r J W til···I I l:i DI i:::·i=: EREN T F F'.C)h I 1-·IF TU f"l-~L.. f.i ·{S.. F'[Pil::: ·1 J MF HENCE,, THE ,:; IF: ffY'STEM cn--1 1,u-1~:i 1.:0i·1JF'U f ED us l l\lG H ZUNI:: bCN LO(il) UF 22 ~ ·=?6';' SUMMER: VEN·1· CONTROLS OUTSIDE AIR WINTER VEN"f A[R LOAD WINTER EXH AIR LOAD WINl.ER INFIL.. AIR LOAD TOTAL ZONE HEAfING LOAD TOT r-4L :JYfff EM !·-IE?"~ TI NG LOAD -- SUMMER VENT SENSIBLE GAIN= E/!--1{:~UST A In f.lEJ\lf.l I Bi ... .E GA 1 N -·· SUr--·!MEF< I NFL SENSIBLE Gf..li l hi -- TDl{.'.il.. Z UNE BE:.NE IBLE:: 13fl I 1,1 -·· TOTAL PLNM SENSIBLE GAIN - ZONE LOAD SEN SUB!"OTAL DRAW-fHRU FAN SEN GAIN· Bi ... DlAJ--THF::u Ff'.11\I SEN Gr:i I J\I MCL SUP.SIDE COIL GAIN MCL PET. f.:; I .OE CO 1 !.... Gf-:i J 1-..1 SUPPLY DUCT HEAT GAIN RETURN DUCT HEAT GAIN AIR HANDLING SUBlOl.AL TOTAL SYSTEM SENSIBLE GA! - m.JMMEn VENT L..tiTEbl-l l::-lt-)1 I l\l -·· EXHf)iUBT P1IF: u;·rENT Gt-:iIN --· SUMME::r:: 11\!FL LAfEJ·-rr GP1IN -- TOTt-)L ZONE U~TENT GP1I!·,J - TOTAL SYSTEM LATENT GAlN - TOT?:-1L. SYEl"f"EM CClOL I 1-..1G I .• D?-'1D =• I NTEF;:N{~L UJP1DS SLJ!"··Hvli-0:HY :: 1399 WATTS OF LIGHTING, 5 ~ ~:i'?.:..f. 1:, ·r·tJ / t-ti-~~ ill BTU/HP IZ! BTl.J.-, HP ( 18 ,_, !::i~5~~; BTU.ii··!!:~: :2, :l.156 E< ru,-HF;: W BTU/Hi-~: :.::::·.;:: '-' ::~,l)1l1 BTU/ ~-iF~ {t1 ffT U / Hh: f;:_i I:JTU / HF< W BfU/HF &:! H"l"U/HF 1_j ffl""U/HP v.'..I l:f l"i..Jl Hi~;: (,l B"l"U/Hh: 4,-'2J.4 BfU/HF: \?.t BTU./HH (?.j BTU/i··fH ,; l i,67(:? BTU/HR 5, Ei9::::, 0·1·U/HF: .l.4(ZI C.-Fh1 t?i CF!·i) 1z1 CFM i l 4-:.21 CF-M) 0 CFM) ~?.l CFM) 1-il-Q..i CF M) (D CF1··1/_1 (Lt C:Fl"'ii 0 WAl"TS OF EQUIP, AND r:_;,., l:'.i PEUPl ... E TOTAL SYSTEM SUPPLY AIR -1,044 CFM BASED ON 20.,0 Dl rDTAL CONDITIONED AIR SPACE -933 bQ.FT. SUPPLY AIR CFM/SU.Fl·. -1.1190 "l"!Jl\ll\lf-~1GE PEF~ SG!,. i-::--r --(D" ((.i(iJ:U ·roTAL TONNAGE REQUIRED FOR AIR SYSlEM 3 WJ.TH ou·rsIDE AIR -2,.53 ·roNS •). 1HH:·1H(· CCJl-·iME:J~L; .I. N. 1··1\/(..:,C L U{-)L!S p1:~:U(~)F,:r::wi B'l EL.. I rE sor-: Tl-'.Ji:-1F;:F.::: 1)1;::l._..'EJ.JJF·'l""'°IE\\.rr 1 !\IC ·1H." ):··ii·¾· E,(-\N DI EGO,, Ci-ii.. I FUF;:N l (:-; *********************** ZONE SUMMARY OF SYSTEM 4 *************•*********** !::>iili'·-.1 P,B.OF,:EV,, f'EP1I< T J 1···11=.:: Fl .. C!t.Jh bf.l"-.lb.LE:l..1:::: HEP,T.1:1\ICi '-./1:::.NT J:MFi.... EXH '.:°:iLIPF-'L. Y Ci··:·i"I I\JO,, Dl::::~3Cf;: IF' r-·11\ID MONTH r:-iF:Eh LDP1.0 I . .J:J(-.:1D CFi"I CF:M CF·M CFl"'i / EiF~ 4 4 El ,4M ::::iEP .I (?..tl77 l!.) ZONE PEAK rorALS :!.t2Jl ?I MON"fHLY AND HOURLY SYSlEM ZONE SENSIBLE LOAD PROFILE -l::· ..... NO•O -· 0 N<H ............... -••• o•Ooo .. ._ ........ ,. HN oo••O HON ••oO• ••---· 0 ••• ..... ,, .. , ... 0 ..... HOoO .. -0•000 , ...... ,,, ......... , •>homo OOM Ooo O .... , OOoO• OooM ............... 0 0 0 .... , oON HO,• OMO,,., 0 0,0 ,, .. , .. •• ••o OOoo OoH OMOO 000 .. -••• -.... ,,, ..... MOM, .... .,_, om•_,., --• ••• • --• ••••• •• •• •H•• ......... u•-•m H •• * HOUP B P1M 9 P1M 1 ill {-)l'"I 11 hM J? P1M 1 PM '.i PM ::::; PM 4 PM ~; F'i''I 6 F-'M l PM 8 PM Mh·l' ZONE,, fsEhi BG'.lt! 1 79W5 7<,>(!J5 T7~'5G1 / /t:1/ / /ti/ 7B2,l /8c~ 1 8ili :L,:':~- 8W1b (?} .JUL . .'·( bl::::P T Ei·'IBEF: ZONE.SEN ZONE.SEN ~lW~::'.:,::: 8Elb7 88..::i"? ::::!749 874'/ ff?EJ6 f.)El'.:,::4 ~3t7j7·,~;, El,:1 _?{i (~J !Zl :I. fl}177 1 G'.JttJ2 l :l.(i%:1:2::I. {;)E3i!-Jt':1 9B6b f:J<:?t?)4 C/C)04 9,:;).,11. 9'?78 1.01s~; ll°Ll:1.5::::: 0 m i\!UVE.Mi3EF ZONE. f;Ebl '7[1'718 <--:.,c,14::; ,6/88 ,sB·::;s: ·7·i:a5..:l /[154 12:1 Q) NO"f UbF:J:::, ?. DhlE,, SE hi Et i!.J lD iJJ h!DT UfiE.U -~: 1-DNE .. ::;EJ\I -,~- ***** COMMERCIAL HVAC LOADS PROGRAM BY ELll'E SOF"fWARE DEVELOPMENT INC«*~** SAN DIEGO, CALl~O~NlA F<hl\lDPIL..L.. PROUUC:Tf3 ******************** TOTAL LOAD SUMMARY OF AIR SVS'fE~f ~ *************~***~ SYETEM TYPE.~ PPiC.:f<J:1GED EUU I PM[J-.l"r 1,,.J I I 1--l CONS TANT VOLUME ·1 EF~f'I I NP:L.S SENbIDLF.: HEtYI F,:1--1THi1 C1.84 ····-TIIIS ff'r"STEM DCCUF:~3 :l f"Ii'iE:{~j) IN THE !JUIL.D.!.Nf.::, l3ECf.~USE OF Ti .. 11:: DI',/EG:SlT\I J:N lOHE,, PLENUl'"'I,, 1~h!D ',/EriT LOi::L(/:;,_, THE ZONE SE!·,\·:~ll-.:ILE Pf::.(-.)!< TI ME I 1--1 bEPTEMHEF: (.:) T 8 i~)M I~; DI F FEf::E:J,.! ·r F f-~OM !' HE r DTP,L. fJY~3.. PEf.~I< I'/ 1·,1F SUMMER= VENl CUNl"ROLS oursIDE AlR WlN1ER VEN!. AIR LOAD t-\JINTEF<: EXJ-l ,~II::: UJPrD WINTER INFIL AIR LOAD TDl"AL ZONE HEAfING LOAD TOThL. SY!.'.3Tl:::l0I HEA"f ING UJ?H) -· ,::i ,, .,:r/4 BTU/ HP 0 BTU/Hi::< (21 BTU/HP / ~ ~;~"?(?i BTU/HF;: :l ::~: '-' 74-4 BTU/ HR :!.<;2 CFM) 0 C:FM) t:'.J CFM) -Y:--!HH<:· hLL. COOL. I NG L.DhDS BE-:.1..J][.,.) l•-.IEHE COMPUTED (-i r n-11::: A I!"":: ::;vn i""EM PEf)l< 'I'.[ ME fr. -lhf·K- SUMMER VENT SENSIBLE GAIN - EXl··lf~iUErr hH~ Sl::J-ISIBLE G,:~)Ihi .•.. SUMMER INFL SENSIBLE GAlN - TDTP1L. ZDNE E:Er-.lSJ:Bi ... F:: GP;JN _ .. TOThL PL.Hi',..i bl:::l'•H:., I 1::H •.. E Gh l hi --· :ZONE I....DP,D s1:::1,1 E.1UE:-: I' 0 l"i~L. DRr.~t-1J··-THRU Fh!-,1 t'.:iEN FiAIN BLOW-THRU F0N SEN GAIN MCL. SUP.SIDE COIL GAIN MCL PET.SIDE COIL GAIN SUPPLY DUCT HE(H GAIM F.:ETL.IF,:N DUCT HEP:T Gt:·; I h-1 AIR HANDLING SUBlDTAL ·roTAL SYSTEM SENSIBLE GAl - SUMMER VENT LATENT GAIN EXHAUST AIR LATENT GAIN SUMMER INFL LATENT GhIN TOTAL ZONE LATENT GAlN TOTAL SYSTEM LATEN·1· GAihl - TOTAi.... SYS!.EM COOLING LOAD - I 1\1""1 Er;:NP1L t.w:ms t:1UMl·lP1P \' :: 1617 WAr·rs OF LIGHl"ING, W BTU/Hi:::: iZi B ri.l/H1::: J E.1" 1 :y5 17.l'fi.J:' HR iJ B-f U/ HP G'.J BTU/HR (2'.I BT'U/HR 0 B'f l...!/1 .. 11:;: i2i E:TI . .J/HR (-?i EifU.-'HF< El BTU/HF: :t. 2 ·! 62Ei B"f U/HP ( 11J B ru / 1--1P i:: (Zl E: T"U/ Hh: 1 . .,941.Z.1 BTU/Hi:;: 6 '-' l:l :U.i B 'l'l.J / !··IP :i. s>, .cJ.44 BTU/ Hh: :l.b2 CFMi (2) t:T !•I) !!J CFN) lb~? CFM) i!J CFM) ill CFM) 0 WA7·1·s OF EQUIP, AND I:i·r1J/HH TIJTAL SYS!"EM SUPPLY AIR -463 CFM BASED ON 28.0 DT TOTAL CONDI-rIONED AIR SPACE -j_ ,W/H :30 .. f'T .. SUPPLY <41F: CFM.il:3G!" Ft'. ··· w. Lf~,~'-?1. TONNAGE PER SQ .. F'f -I}) .. ('.) !?.1 :I. !:.i TOH~L TONNP:1GE HEOUH<ED HJF;: r-HP S\'!3TEM 4 WITH OUTSIDE AIR -1.62 l"ONS -tHH,··!H~· CUM!.,.!!:::!:;'.C:: I P1L H'•/P;C i ... UHfJS P!-UJ1:ff<(.~l·i Dy E:: L) i !:: l::,U1::· ·1 I.J)c'.-iF~E DE\JEL..OPMfJ·./ ·1 I hiC -ii -li -~:-+Hx· SAN DIEGO, CALIFORNIA RANDALL PRODUCTS F';.~\C:il::: :l. 6 **~****************«*** ZON~ SUMM~RY 00 SYS.IEM 5 ***********~~**********~~ '.::1Ul.,I PdJElF•'.C'v'.. F··"EPd< r 1 !·IE::: NO .. DE\3CJUP (-11'H) HDMTH 5 SILK SC 6 PM NOV ·l<:· * HOLi!:;: H f.:1M ? ?-1M li?i PiM l:t AM :i.2 /.Wl 1 PM 2 PM ::; PM 4 PM !5 F'l''i 6 Fi'",.! 7 PM ZDNE .. SEN ::{:~ ::~; l -~t ~~~ ::~ :~; 1 .4 :? 2:~;:1.4:2 ~::2:;t.-::i.:;:: Z51.t~2 2~::142 /~:,J.42 (:ii Qi !-l.UCil·:: bi::l•lbl.fll .... E i ii::.f': 1 .ITl!..::i 1-iEhlT Ji'-.!F'I.... EXH fiUF'F'i. .. Y ,.:.::1--:M t-iFU·:f, LOP\lj LC!()!.J CFM CF!·•! CH··! CFM /Ef-: JUL.. Y i::iEP"l'EME::t:::F: ZONE.SEN ZONE.SEM ~,::3.!.42 :~~ ::::; 1 4 '.2 :2:~;14'.,'2 :,:'.51 42 2:::::14:z 2:2:,J.il2 2:::::1.,l2 :?~~: .l. 42 ~"::'. :~~. l 4 :,:: (2j ('.I :.;;::.:;; j 4:,.~ 2:::::14~,'. :? ~.::; .l ii :,~ :::: ::~~ 1 if. ::: 2:~) :i. 4::7: :.~: .. ~; :I ·'+2 2.:::::1.4~::'. IL) l~:! NO'v'El'!BEF: 2.C.11\!E. SEhl '..:::::::;:i.4? 2:514'.;~ '.i-~:,:i.42 2~514'.2 2. 3; :I. iJ .. ~::: 2:s11.r2 2::=:; .I. 1.1.:,~ f'.J m l·-!DT iJ'.::iEfi K'- 2. U!\IE. bEJ·I -:-i· G:i t2.t l}j (;'.] 1/j () SAN DIEGU. CALIFORNIA F'(.!ii:iF:: :l. 7 f3Yt:.i'f El•'! "f \' F·E 1: r::•(-!1Cl:.:tiUEJ') l:::C!U 1 F·"l•iEhl i" hi I TH CUl\!E_: lf-!il)·1· \ 'Di .. Ul"!E:: T l::F:;:i"! 1 NAL..~:i !::ll:::NSIJ:.!L.E. HEhT i:;:hTIO:: l'J .. Bl ....... _ TH Vil fi\~:i1Et"! OCCUF·:'.3 l TJ:HE (8) H,! "fHF BUILDH-.ih EIE:.C(~Uf:lE rn:. THE DI 'v'E!:;:131 TY .I: N Z DHE ,, i.::•L..El"!Ul·'! '! 1:·'ii'!l:• 'JEN f LCin.ijf:/ :• r HI::. 7.: (Ji',!E f/EJ,!'.:3 .!: l:!LE::. PEf.:il< fli'-'11::: H,! b!OVEMBER (if t:, PM Ib DIFFEPENT' FHCWi THE '!L!"!Pd ... ·~3'r'b. F·r::(..';d< TH'IE HENCE,., ·rHE ?UP SY:::iTEi·! CFM !rff-il:3 COMFU /'Ef) U:.:i.l.l-·li:·i ,.:.1 ZOi,JF:: St:J·l 1...CJ{W Uf :;·~.:::;,; :!.42 WINTER VEN! AIR L.UAL WINl.ER EXH AIR LOAD V!1NTER INFII... (-:iH:< L..OhO rDT{--iL lUi\lE HE(..;·r J i\1(:1 I ... O(~)D TOThL !::\Y!:?.Tf::M HEf-':\'TlHG L.0:0i.O -· SUMMER VENT SENSIBLE GAIN - EXHfiUE;T P,JP SE!'-H:iIBU:: GFiIN ·- SUMMER INFL SENSIBLE GAIN= TUTf.i;L.. ZC:Ji·.,IF Sl::'l'-i\~d BL..F Ur'~i.U·I ····· TOTAL PLNM SENSIBLE GAIN - /Oj·,ff: L.CJ(-'.i.O SEJ\i :3Uff!'U!.i-'d. DR!~J)J··· TH1~:U F ht.,! SEH Ui-:1 IN BLDW-T'HRU FAN SEN GAIN MCL SUP.SIDE (OIL GAIN MCL RE·1·.s1DE COIL GAIN SUPPL\ .. DUCT HE(-i'J C:i(UH F~ET!..ff::N DUCT HEAT E-J{!;IN (4 IF;: Hi:'~HDL I I\IG i::;tn.::l ro ·1 i-4!... TOl.AL SYSTEM SENSlBLE GAI - b'l..lMMEF.: VEJ\i r !...1}1 lEl'-rJ Uf., JI··! EXHP,UST 1:~H;: U~1TEN"i b(Ld··! !::H.Jl•1MEH I !··-.!FL. 13HEhl 'I Gt·, 1 i'! TC.:iT/'.L lUHE U-;TENT ::::-;,:\:rn TOTAL SYSTEM COOLING LOAD - IN.fERNAL LOADS SUMMAR\~ 4500 WATlS LlF LI6H1ING, TDT {~L SYSTEM SUPPL 'y f1 l F: TOTAL CONDJlIONED AIR SPACE :l / ,1 91::L: l:31 l.J.i!-iF: (. ~:i J.:lTl.!/HF;: (-'.i f3 i'!...I I HF( t:!':i' / E:TU/1-·!F: :I., 40~_::_; El I IJ1 HF ( 12.1 :H ! U./!··lli l'.i E: r U / HF{ ( :,?:~1 '.! :I. ·'.j :? E°{ ·1·t.1 / , ... jf;: r, r3 r t.1 .-· 1-.. 11=;: Vi J~ r U/ HF 0 f:li..J/HP t:-:J r:n u / I-! 1:~: t;:i :b rl..i / 1-!P P Bl U/HH :1. <"j1 ,, :1. 6fl rn u.,, i·!P ,· (.j C ! U.-·· l·ff,: lr.i D !'U/~!Fi ~:; . ., 4ii.Jt~J B .. ! U1 HP .1. , 0:s:.~: c1= I"! :~:; ,., 0f:}G') BC!. t·: T • !3UPPL.V 1UH CFl··l/f.:lC!.F"!" --u .. :Y:5!b6 roNNAGE PER SO.FT -~.0014 fa CF!-'!) CJ CFi'li 41:=:;(a C.Fl···1:, (2:1 1..:Fl''i-' (?.i CFTli i1 ':::..\a CF l·l j 0 CFi·"i1 Q.1 C:f·1·.,·1> TDTP1L. T()l\jj\j(..'l(;)E S:EG!UlF:E):i i::on ,~,H:.: ff'{i:Jl"EM ~:i !,,,JI'rH CH.JI!~;:[[\!::: (dF;: -·- ti f:TU/HH ..:!,U .. f!l F'EUPL..E 4. :1.12J ·r ON\::i f.;;L!hi PLHBF:E:.'·./, ::··Eti!< f I ML~: N:J.. Dl::.:3C.!? Jr=· 1.:il'-ID MUJ'-.n H HEJ1TJ!\lb L.CJr1D '-.'Ehl'! J: !\W.L LFM CFi·,1 If] :.:~ l !}j E-.X:H :::ii.. .. i!···'F'i_ ·f CF· 1··1 CFll C..Fl·l /:::;F MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFlLE -i:!· -*· HCJUF< B f..~l"I ,:_;, {:·i1····1 10 hM 11 P,M :!.2 Pih 1 PM 2 PM 4 PM ~5 PM C) F'I'·! 8 PM M(.,y /Dl'-!E. ::;EN :l.~:U'i'.I. l (;174-~:i :I. 1,;':, }':;~ 3. :,? !=i :.2 ·:;r i,Z; ,.JLIL Y bEl·::,·1 EhE:EH ZD!··.IE,, SEN ZCll'--!E. flEl\l 1477•::;, l46b:I. l 4 i.j. [iJ(i:) :i.4(iY? l J .i:i. :1. :.:::'..::'. J :~:;i1.:·;="::~:i .1. .q.~;~:;·? l6i0?6 17tM6 :~~ {?.} :~: 7· (~j j_ C/ ~.::1 {=., :~; :lb?}b :i.T'/:!.fl l'-!U',..'E\··!:OEF 2:DHE. '.:11:J\! 1. E3 ,.:. ~~; -:'~~ l "?" ~~=> (?} 7' !·-iU ·i U:~;En Z.Cil'-.!E. ~3EN 1,1c.1 ·1 Ubt:.Li ·i<:· Z CIHE .. SE:!0-I .;.,. Qi -l'i-1<:-11·¾··K" ClJMMEf;:C l AL. i-·!'-./tiC L.Or'.1DE; PPOC:.iF<t,M B-/ l::.l. .. J TE bOFl't.,.JAh'.E~ DE\JEl. .. f..iPMENT J I\IC ·li··X··l:··Vi ·:,, SAN DIEGO, CALIFORNIA RANDALL PRODUCTS ******************** TOTAL LOAD SUM~!ARV OF AIR SYSTEM 6 **~****«********~~ SYS"'!'Ei"! TYPE;: P(:1C.:l<(..it:JFO EUU .t: F'M[~!··,i T [,.i I ·1 H CO!'-.i~:; T'(...il\lT ')ULLlME TF1:::M I h!i:·1i ... f;; :~3[J,t:l]. B!....E HEt-n i=::A TT C) ~ 12,j" d9 ........ TH I!~; !::\'/STEi·'I occur::E, l r I i"IE: ( s i I hi THE DU:( LD l !··11.::i ElUMMER ~ VEl\!T CONT POU:i OUT !:31 OE h 1 F: WINTER: VEN·r 80NfROLS OUlS!DE ~lR WINTER VENT AIR ! .. DAD 1,,JIN'l"EF~: EXt·I (-\IP LOi~,D WINTER lNFIL AIR LOAD TOTAL ION~ HEATlNG LOAD TOT r:'.;L fflSTEM HEAT I j,if_3 L.OhD --· SUMMER VEN'! SENSIBLE GAIN - E;(H()USl ,:u R fiENEU F!I .. .E: Gr--·:.[ hi .... SUMMER I NFL !::iEi\l'.:J 1 B!. .. E !.::ih l N --- TD Tm.. ZCJhlE HE:J.-lbI.Ci .. E:: ui:~Ih! --· b •.1 ::~:·-?.,:·'. BTU/HR ~'i 1:,--1·U/HF.: v.i BTU/HP .l. B; ff7/ En U/!··IF< ::~:1461:i rrru/HH i:: (rj BTU/Hr:~ !Ll EHU/l--lF: :/fij, /~:,f:! BTU/HF<: 1~1 E:l'TUd-lP :.-:: H:.l Cf l"'I) Qi CFH) f?j CFi"f) 2H1i CFM.1 frj ci:~1-,1 ! n CFMj TOl.AL PLNM SENSIBLE GAIN - ZUl'•.IE LCJPiD SE.N SUB i DTFiL. DRAW--fHRU FAN SEN GAIN BLDW-THRU FAN SEN GAIN -24,223 DTU,HH MCL SUP.S!DE CUlL GRlN MCL. RET .. f; I l..lE CU .l L.. (::'if-~ I!-.! SUPPLY DUCT l·-!E(iT Gt,lN RETURN DUCl HEA'I" GAIN 1f~IF'. H{.~I\IDLING :::;ui::nfffHL. TOTAL SYST~M SENS.l.BLE GA.l. - SUMMER VENl' LATENT GAIN EXHAUST AIR LA'!ENl GA.l.N SUMMER INFL LA.fENT GAIN TOT?\L ZOi··IE L(:ffEl\!"!' i:3h I f._l I l'-ITEF;:i'li'.~L LCUYOS SUMl·•f(-.\f;:V ~ !Zi B"l U./He 0 En U d--!F:: 1/J BTU/HP ti..1 BTU/HR 12) E:lU1HH D BTU/!-!F-:: .:-s, f!.iE:34 El ru / HH 1zj Ei'l U/1-·iF'. !]j B ·1·u/1--1n :·?, ~.:/24 BTU/HP ::~;2 ,, B:::: :I. B TL.i/1--if·: 2 Hi CFt·i) IZ! CF!"l} i.?.) CFM) 2:1.0~ WATTS UF LIGHTING, 0 WA1·rs OF EQUIP~ AND TOTAL S{STEM SUPPLY ~IR l'DfAL COl~0lTIONE0 AlR SPACE -1 ~ 4G.'.i~:'. bU .. F r .. SUPPLY AIR CFM/SQ.f!. -(ZJ • ,::i :.1 :%;J TONNAGE PER SQ.Fl -e:i .. C1C!i2(ZI TOTAL TONNAGE REQUIRED FOR AIR SYS'fEM 6 WITH ou·rslDE AIR - :I. 4 .. v..t PEUl .. ·"L..L ****~ COMMERCIAL HVAC LOADS PROGRAM BY ELlT~ SOFTWARE DEVEL8PMENr Il~C *~*~* SAN DIEG0 5 CALIFORNIA SQN ABBREV. PEAK TlME HO. DESCR IP P,ND M!Jh!TH 7 FILLING 4 PM SEP FL. oun bE::N:::; H:<L..E HE:A ·, .U)G '•iE:.hlT J i'-.li---L. AREA LOAD LU~0 CFN CFM E':XH '.:il..W'F'L.. ·1 C::F·r--i CFi-·i ·lf MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE ·ii:· ·*· Hou;::: t3 P;M (? (-W•I :l. (?i F1N 11 f·1M :l.'.? Pil'l 1. PM :;::: PM :::; Pl"1 4 F:·M 6 F-'l"l 7 i='i"'I 8 PM r··1;~~Y ZONE. SEhl 4f2f7l6 .:}444,b .q.y:::::61 .qc;Q)'5~':i ,1,C/ ._::,.~:,~'.) 4B::; l 4 ..JUL. V \::;Er·:'TEl'!BEF ZONE.SEN ZONE.SEN :::;.•::_;lQ)41 42tDSl8 lJ.9i:-:J({j4 ~51. B!::iE:1 411'.~::·? 4424':?) 4771.:i. ::i l ?7S'1 !:),.S :I. 5 :l 6-ll. ~5 7· ·_7 hiU'·/Ei·iDEP ZUNE.SEl\l :::::42::~:0 :~:s:::.178 -'1 ::::-i:3 S"' c'.J 49 :1.::::;/ ~i~:5~·?8 :t !=:;3::=<:=i·7· '.':;; i7l :2 (11 ,.-:., i'-!O !' lt:.iED ZiJI\IE. bEJ,! i,.i) ((i u w l---,D r u:::;1::.i.J ii ZCJf-.JE. HEhl .;-,. iHH<··iH•· CCWfME:::F:C I P1L.. l·-l'.JP1C U.JP,DS F'fd~H3nr-:iM BY EL.. I TE ':iDF' I !0Jt1F•'.E ! .. !E',.JEUJPMF.:h!T I NC -i::-·i(··K··l·:··l'.· ~:it~N DI EGO, cr-:iL I FOF::1'--1 J f--~ RANDALL PRODUCTS 7/2/92 PAGE 21 ********¾¾********** TOTAL LDAD SUMMARY OF AIR SYST~l1 ? **¾************~~* :::l"v'fffEl'·I rvi=--E :: F'{H:J::_(.:\(:)E.D EULi J PME:J·.I I' (-<,I J Tl ·l C::Uh!f:i ri:.1/\1 T \i(jl.. U!·H::: 'IE:"!··,:!··!.[ h/i:H.S :::iEl,)SIHL.E l···IE(:,·r ru:1TIO~ w., ,:?1 -·-···· THU:i ff'lETEM CJCCUh'.':J :I. T HlE: (~:i) J!',! THE BUIL.DINh SUMMER: VENl CON"fROLS OUl"SIDE AlR 1.,,n N l"EF;: \JE'!'·I r C:·i J j-:: LUP1D WIN'fER E~H AIR LOAD 1.,,J I N'l"EF I NF: 1 L r:~ IR LDP1D To·rr-:iL. zo1-.11::, HE?-'1 T 1 i\!G LCJ(1D TO'fAL SYSl'EM HEA"IING LOAD - 2::;:: ',I '.:::91::i b ·1 t 1, HH t;(J E(fU/HH D BTU/f--lP i:':i ~:.'., E3 CY I"! J !Z! CF-i"'i > fa C:Fi,·!> **** ALL COOLING LOADS BELOW WERE COMPUTED AT lHE AIR SYS'!'EM PEAK TIME**** SUMMER VENl SENSIBLE GAIN - EXHPiUf3T (-iIF: SEf,ISIB!..E Gr='4II\I ·-· EiUMl'lf:::l~: I NFL !3E:N\3 IBLE G('! IN - T'DT/-iL. ZCJhiE SEJ--H::lH3U:. E:iAIN - TO"Hk.. PL.NM !::,EN\:; I DL.E Gt-) I H - ZONE LOAD SEN SUBTOTAL DPPif,,J··· THRU Fh!-.1 SEI\I Gr:~ IN HLCJi-\f· .. ··'l'"Hl:;:u Fr:.'.)l··f SEN GAIN MCL SUP.SIDE COIL GAIN MCL HET .. SIDi:':: COIL. Gr-HN EiUPPi...Y DUCi l .. iEfff G{-d hi RETURN DUCT HEAT GAIN r-:i IF'. !-U;NDL I NU SW.:.i''f C!T AL. TOTAL SYSTEM SENSIBLE GAI - SUMMER VEN'f LATENl' GAIN E:X:H(:iUt3T t: If~: Lr~~-1'EN"f Gh 11··! SUMMER INFL LATENT GAIN TDT(}f!... l.Oi\lE LJ11TEt-n Gf-HH TOT 1~L SYEJTEM COOL. I hlG LLJr::to -· INTERNAL LOADS SUMMARY: !:3::-:iS~'.) W-)T rs or: LIGHT I hli.3 :• i:-,1 ·.1 ::~ 1l1 "?. E: -r tJ / f·-l 1=~ !?..i BTU/HP ( [i BTU/i··IF: ( 66 '.I '774 BTU/HP (!J BTU/HP W B_!,U/Hi-;; Ill BT!..!/!--!!? ii.J E<TU/H:::;: ilJ BTU/HP fr.i .BTU/HF: 16 '! .I. t,~.:.i B"!"U 1 ~lF( i:a Eff U ./ 1-11:;: W BTU/ 1--!F~ :~:2 ... :::i-'.:::, 1 ffl U / HP ~:,~'i:.~3 C:F f:1) U LFl"P 1/J CFi·1J:i iii c1=·i··1) ID CFM) ·:~;? .. lli F'EUf-·'L .. i:~ l'OlAL SYSTEM SUPPLY AIR -3,035 CFM DASLD ON 20 .. 0 Dl l'"DlAL CUNDITIONED AIR SPACE = 3 1 720 SQ.FT. SUPPLY AIR CFM/SQ.Fl. -0.8159 TONNAGE PER SQ.FT -0 .. 0022 TOTP,L TDNN(-)GE HEGlUIHED FCi!:::: f-ilt::: GYbTEM '? l;H H·l UlJ"TSHiE AH;: ·-· El. 24 TCtl\iE ·lH<:··lHHi· COMME1::,:c J (ii... H',_l(.:ic !....Uh.OS Pf·::Ol:.il~~f-';i"i B '·( LI.. .. .[ T !::. bOF'l W¥::t.:: Dl:::\/E!.. rn=t-lEhlT I NC -~,-ii: .. lHHi· f3{-'ti'i DI EG,J, CPiL. I FOl:;:hl 1 P1 RANDALL PRODUC!b F't-~FiE:. 2:-:: *********************** ZONE SUMMAR~ or SYSTEli 8 ************************* bUI\! r-:,HBF~:E\i,. PE hi=:: r .( M!:::. NO. DE::3CH IP r-·if,ll) MUhiT H * -if , .. mun B (:1l"'i ? fil'"I :I. G1 {-~i·I :ll AM 12 tiM l. Pi''1 ~~; F:·1•1 4 PM ~:i PM b F!•! 7 PM 8 PM i'I(; Y lUNE .. bEN ~,:: ~,:: u:1 :.,:: :i. :::::1.9:i. :l. 21!:5.:::,6 :::: :l(::,46 :/?:l.51. m 0 F·: L..UC.1P SF::1,1b J !3LE LDhD ::: .. ::, lf.J ljj ,JUL. Y f3Ei::•"f 1::l·li3EF ZONE.SEN ZONE.SEN ii.! HE:H f I 1,.!u i....Ur-·10 1-.JEN 'I' J NF!.. CFl'I Ci-~'i'·! l'-10',)EMBEf< ZDl'·,IE,. f..,EN i91.l7.H:l :1.·-:;:1.0\::l i.9'2:1.l E:.X!-1 t1UPPL..Y CFi·i CF1··1 CF·'l''l /El·- i\iOT UE:-EU i,, ZUNI::: .. ::::;1:::1-.1 ·ii- (j ***** COMMERCIAL HVAC LOADS PROGRAM BY ELlfE SUF'!WARE DEVELOPHENl INC***** SAN DIEGO, CAL!FORNIA ******************** l"OTAL LOAD SUMMARY OF AIR S~SfEM 8 *****~**~*~*~***** SYSTEM TY F'E: :: F'hCt::J~GE:J) EGH .. J J F'!'·iF:: l··.11 i.i.J I TH LCH\!ST t.:iNT ')t:.H ... UME TEF~J···1 J hltd .... U bENSIDI....E Hl::JfT r-:::r:.;T 10~ ii.I .. E/El ......... !'1-·H'.3 f:i'-rElTEl·1 occui:::!:1 l TIME: ~!::i) .1.1\1 THE HU.lL.LdhlE:i BEChUt:JE OF 'THE DI ~/1::J:6 IT Y .1.1'·1 :,'..Oi'"·!l::. .. , PLEl'·-.il.Ji''! :• hl'-.iL• '.,.Ji:J\I ( L. Ui-H)fa :, ! HE l Cll·!E '.::iEf-.f:H £-.ll ... E PE:J:il< TIME :U\l '.::/f::::i::"Tl::::l'l:C-JFF< (.~rr E:l f'.:l'i IS DIFFf.:.F'.EN'! Ff·'.DM 'Tl-Ii:: TOT'(.:1L. SYt:;,, F-·i-::.r-:il< rI!·lE WINTER VENT AIR LOAD WINTER EXH AIR LOAD WINl'ER INFIL AIR LOAD TOTAL. ZONE l .. ·lEf'.HihH3 l....D{-"iJ..) TOTAL SYSTEM HEAl'ING LOAD - L:,,, /f.lb BlU/l·iP 0 BTU1l-lP UJ J:JTU/HP 2(2J 5 1. ::::;:5 BTU/ Hf;'. :.:::::~; ~ 92:l BTU/HF'. :-54!.:i CF M.) ~~ CF!··I) (ZJ CFi'1) *~** ALL COOLING !_DADS BELGW WERE COMPUTED Al lHE AIR SYSTEM PEAK IlhE ~~**· SUi'·-'lMEF! 'v'l:J\f'f SENS I nl .... E (::if-1 l l\i --· EXHAUST AIR SENSIBLE GnlN - SUMMEF: I NFL SEN;:/ I .13!....E GA 1 i'-1 ... .. TOT Pi!.... l onE SENG I BI....E G(i 1 hi ... .. TOT (.:)L PL.l\ii'·,1 GF.:.N~3 J. E~L.E /3(1 I i•J .... . :?..DNE LDf.~!I) SEhl f::lUff!"OT(iL DPAifJ-.. T1 .. mu Fl-':Jl,f SEN Gt·rIN BL(J{AJ----·THPU FP1N SEhl G() IN MCL SUP .. SIDE COIL. GAIN MCL RET .. SIDE COIL GAIN '.:3UF'PLY DUCT HEAT 131:·iIN RETURN DUCT HEAT GAIN AIR HANDLING SUBTOTAL lDTAL SYSTEM SENSIBLE GAI - SUMMER VENT LATENT GA1N EX!--·!(:iUST {HI·;: L.hTENT Gr-H N SUMMER INFL LATENT' GAIN TOTAL ZONE LATENT GAIN TOTAL SYSTEM LATENT GAIN - TOTAL SYSTEM COOLING LOAD - INTEm~AL LOADS SUMMAkY: 3450 WATTS OF LIGHl'ING, TOTAL. SYSTEM SUPPLY AIR TD"!'Al.. CDND IT I 01,1ED Pr IR SF'(-\CF '.:i, :-_=:; 1 ::::: BTU/ Hh: W BTU/HP t1 BTU,-HF ::::~7· ~{ :~'.!:5il 1:-:·r1.J / I -tF~ i) HTU/HF: ti BHJ/ HR f!.J t:< ·1·u /HF< 12.i BTU/HP· f:.l .E: TU/! .. ·! li fJ ~3TU/H!:·,: fr:i HTU/Hi:::.: l W '-' :.::-U!:i .C l'U/1 .. !Fi liJ fJTU/i·iF (fl IJ T U h·ff( ( ii .. , .i.40 DTU/HF: l ~ 5'.'.:'.'/' CFl'I 2 , .:~,l(.Ji!.'.i SG! .. i:: r, SUPPLY AIR CFM/SQ.FT. -0 .. 5770 TONNAGE PER SQ.FT -0.WW1) ;.;,!.i!.5 C!-~M) [I CFM) iZ! CFM) :S4!.":i CF i·I > IZ1 CJ=M) W CF!·i1 TOTAL TONNAGE REQUIRED ~OR A!R S~S-fEM 8 Wll~! OUlSIDE AIR - .0'!"1...i/1 .. !F D B·ru .,HF: '.?:.:::. tl! PEUF'I ... E f:,r+~ DI EGO'! cr:·,L. I FOHhi I Pt F' P1 El E '.? .i.} *********************** ZONE SUMMARY OF SYSl"EM 9 ***********~************~ E1C!N hl:H::<F<E'v'.. Pl:Jld:: r J !·1II·.:. HO.. DE:::;ci=;: IP Pd'-lD j·,iUl·-1 r H :z:m·-iE PEtd< ·1 OTP-i! ... '.:i ·li:· ·*· Hour;: B (~l"i 9 hM 1!!.I r-~1M 11 {.!iM 12 PIM l pj·,j 2 F'M :~; FM 4 Pl"i ;:i PM b F'l',.I 7 PM i:l F't·I (i(-4"y' ZUi,.I[:: .. SD·-~ :l IJ /·~?B 14(;:J!.'5':/ .I. b44Lf J. i:l6':i-~:, J.E\U;::.i.i. (1 (ti ,JULY EiE::e·r1::J·JFJt:-]=:: ZONE.SEN ZONE.SEN 1719::'.:i 1.9::.::8,6 2lf..1(?.J9 2 .:'.j. :I. 7 ~-~! :.~:4QJ::;;,i. l(I -~:A476 ::r.:::l7El ,.:'.9-:'.! J.B 1;~ Qj HE(.)"! Ihlb LOhlJ '-.JE!·,! i .tl···-if!. CFl·l Cfl'I EX!··! ~:;UFF'I ... \ Ct·=T··1 CF· i°"'l CF!··: /:::.·)!-:: ·I I ,l II.!, l\l(J\-'LMHEF: :t.ONE. SEl\i MDT Ubl::.1J ZUl"-.iE. t:iEhi J.: Uf·-.!E .. f::il:::hl ·r., IJ f2.} ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENl" INC ****4 l-<i:-',NDP,1 .... 1.... F·:·PCJDLICT 13 SAN 01EGU, C~LlFORNIA ---.1:. .,::. ~ •• 1 '.:-1YETl:J··I TYPE::~ F'P-:Cl<./'-'.:GFl.> EUU I F·'MENT hi.[ TH CD!"-lb"'! 1.::iM !" '·..JCil....Uiv!!::: T i::.Ffri I i'if'.iLfi SENSIBI....E HEr--H hf~THJ:: iJ .. 9::::: ·-·-·-n-tIS E;\'::iTEl·'I 01.~:cup~ • .I. T1ME::i:.bi II\! THE E-:U.I.L..D.I.!'[(; td 1 NTEP \Jl::Tl"I A] F;'. I.. CiPii.) W!NTER EXH AIR LUAD WINTER INFII.... AlR L.OAD TOTAL ZONE HEAl.1.NG LOAD TOTAL SYSTEM HEATING LOAD - SUMMER VENf SENSIBLE GAIN - EXHAUST AIR SENSIBL~ GAIN - SUl'"il"IEH I hW L ::3FHE :t Lif ... E G(H H ··· "TU'f',(\L. l.U!-..!I:::. '.::iE.l·-lfiIUL.E bt1I!·.! ····· TOTAL PLNM SENG.I.BLE GAIN - iONI::~ L..OPi.l) Hi::.1·.j !:::iUtn O rrn .. I)F==.:r,t.J._1.N-T , .. ·tRtJ r r::-,,,_, ~=}E·.i\~ (::i r.11 i~~i i~H.~-L.. ::::Jl..!F1 " ~31 t)t~. t..~.CJ 1 L.. t:Jt .. ; I f··t 1· ... ic..L. ,~;:i::·r" ~:i I .OF.::: t.~iJ 1 L t:1,~~ .r 1-..t SUPPLY DUCI HEAl. GAlN Pf::::Ti ... JF;:1'·! J:iUCT !·!i:::P, 1· ui::1 I I\I r-; IP Hhi··-.1.0i .... .I. i·,!b :;:;i__ff, ! Ci T r:.~L i::;Ui"lf·1!Ef•: '.,.'f::f\ll 1....,::, l"E:.t·-!; L:1(:-; .!. N E\HAUSl ~Ik LA!EN'! GAlN ELll''li·il:::.f~ I h!F L Lti f El·-J l 13(.:-: I J-..! 'f'GH~L. Z.Oh!E L.J1 f'Ef-.i ! GHJi,i I!·,!"]' E:Fl\!1'.:;l.. L..Ur:'.;Db bi . .Ji-!l·'!P,H y :: :::: .. ,:: J ,:;•(fj i•Jti ! r:; UF L.. .I. UH f' .!. h!Ci ,1 IOTAL SYSl"LM SU~PLY AlR i iJ ·1 (:if.... LU!-..i.U i I .!. Uhil:::fi F! .[ P sr-:·nc.c SUPPLY AIR CFM1SQ.Fl. TONNAGE PER su .. F·r ttt J:?.·rt.i / i-iF: 1,;-i I:'.fT U / HF< :.,::.::, 1 :.~::i:.:,(;:J En U/ H1:,: :~::?,,iJ.i1Zll fJ·rU/Hh: .:;,,.1.::;l-'-1-El i'U/HP I;:; E:TU/HF·: (;'.) I:f fl. i / ; .. ! F;; 0 Fi 1 U / 1-·il-~: I.ii E:l"Li.,·~·IF: ::, ~ :_::, -•I -~!-En !.I _; H h: 1.?J EifU/H!? D E:iU1HF\ ·.,: :• b:.,":;:~ DTU:' HI··;: :.~: J. '"=' CF!"!) ~j c:. 1~: i 1! i ~1 CFM) !?J CFM;, Vi i:>"i .. '!) :,:·: l L/ f .F J··! j 0 WA11·s OF EQUIP, AND 1 ., -:~,OJ ci:: 1··1 l ·.1 '+bt?j t3G.!. r: ··1 " :I." ,~1'-?? 6 ((.). lf.i027 .L 4 .. E:i Pt~U!-'-'L..E ·lH<:··'i ·K·-li· CC!!"ll,.il::::pc l l-H... l··.PH:1C:. i .... UP:.Of! F'HU[)F;:t:11·,1 DY 1::::1 .... 1 l°E !::HJF"T 1_.,.J()1PE DE 'v1l:::J .. l~.IF'i"ll:::J·!T l l.,!C: ·lH·H·H,:··X· :::::1:'if,,I r:, I EUU ; i::::'·~L.. I FD:=::t-,.! I(.; f :, f'.'.·1 t::.i E. :-:'. ,~:~ **************~******** 21JNE SUMMARY ur SVSfEM 10 ********~***M~*0~**~***** t\UI\I ?)BBf;:E::\J.. 1.::•E/~L l :1. I .. IF NG. DESCF: .I. P hNl:J hUiT!" H 1 f-··1•1 '.:.ii::.:·-· ZONE PEA~ ·ro,·ALS 8 pi1··1I 9 r:;i---i :I.[(.} ?:J'i 1. :L f4M .i. '.? t-~i''I 1. Pl•! '.2 PM ::~; p1··1 iJ. PM "/ Pl'·l 8 PM :Z.DI\IE" SL::N l 6·::;;6.ll :1.El4i'B j_ C?flj4ll :I. d :, (r.'17 :t 9::::9::~. ((.I F· i..UUn '.::1EJ-lf:; I BL.E:: HL:::/'.~:T J r,!!3 '·/EN'! I HF L. E>:H H..JF'i·::·L.. t LF ,,.! r:,F:1::H L..D(ft::, L..DnD CF!'"! CFM Cf-: M C.Fi"'-1 .' E,J,:: :i: :i.d<:A :?.l.-<-1-.:'.l-h 2116•4- ?W :t :.~;) :I. /6::::A E1 '.271El::'.:: :.;;:1.,:11'.:0:: 2/::,(2);? :I. 24'..::'.1'7' 1. :l. 1/j .l. l 1/.i J·.JO'./EMB!:::P iUhlE .. SEN ,:_;;4(2}'7 :l.2f(~; :I. :l.~544':t :t T:.'1. 2 :1,,::i>Li,4B l BE3(l.l~~; 1:::::/:,t.-iZ.l J;:) lZ) i··!U ! U:::;;J::: .. i.J ·:( ZUNE .. t:iEh! EihlE .. Sl:.1.,1 ·l:· ***** COMMERCIAL HVAC LOADS PROGRAM BY ELJTE SoF·i·wARE DEVELOPMEN·r l!JC ***** SAN DIEGO, CALIFDRNlA F-'P:GE .. "2? ******~**~*********¾ TOTAL LOAD SUMMARY OF Alf~ SVSlEH 10 ****¾************* \:lYt;Ti::fi i"YPE: :: F'hC!-:J~(:jE.O EC.:.!U J: F'i"'IEN T 1,-,.) I 'l'!--1 CUl\ff:::T1:~N f \-'Ui .... i..Jl·llE:: rERl··j]. i\li"-~L.U Sf:J,fl:3JDLE HE(-¼T FU~illOn IJ.),.<'.i'b -·-···-THlb ffrirra,., UCCl__ff;'.'.:::i J. T.lME('.::1/ Ii"--l "fl-11::: E!Uil .... :0.fi'-1(::i WINlER VENr AIR L.OAD ~,_! I NTEF'. EXH Pll F: 1 ___ nt:1i) \1,.! H--HEP l!'·-.!F IL. {HR I...UP1D TOTP,L Zi.Ji'IE l·-IE?ff"If\!G LOAD !3LJIVll'-'iEI:;: VENT t;EN\3 I BU:: Gti l hi -· EXHAus·r AIR SENSIBL.E GAIN - E;UMhl::F: l l'-IFL.. bEI\IE IBLE G,-1 I 1···-I ·-- . i' U "f(-\ I... Z Cl hi E SI::. I\! tLU::. L. E C:1 r--:i.[ hi ..... T Cl T Pi L_ PL.. HM f:JE N !-3 .0:)U·::: f:i r~; :U··! ·•· ZONE LOAD SEN SUBl.OTAL DRAW-THRU FAN SEN GAIN BL..Dl1,l--··THF·::u F-'i:.:11--1 f..lEN C::~i:.i I l··--1 MCL SUP.SIDE COIL GAIN MCL RET.SIDE COIL GAIN SUPPLY DUCT HEAT GAIN PET URN DUCT l-·IE:1'.:)T GP: IN AIR HANDLING SUBTOlAL TOTAL SYSTEM SENSIBLE GAl - SUMMER VENT LAl'ENl GAIN EXHAUST AIR LATENl GAIN SUMMER INFL LATENT GAIN TOTAL ZONE LATENl. GAIN TOThL. ~:iVSTEM L..{::iTENT GAJ.N --- TDTf-~L. SY:3TEM CCHJL.. I l·-.IG LD/-',D -- I NTERl\lfiL LJJhDS SUl'IMhF:V: TOT(-;L ·ru rPi1 ... Sl..JPPLV :I. 1.tYi':':",; i.,Jf-fr T f.l Dr L. J UH f J: Nb, SYSTEM SUPPLY AIR CONDITIONED AIR SPACE P1IR CFM/f.lGl .. i:=·r .. 'f ONl'-.l(;GE PEii f.3G!. FT @ :8 fU/HF•: ( l ~ 694 EtTU/HE (2.1 BTl...1/HF:: n E<TU/HH ::;-:::3 . ., 2B::i B'T U / !··IP !?.! B.i.U/HP l2! BTU/I-IF< W BTI.J/1-11·:~ lZl BTU/HF•.: !2.1 f:.TU/HP ti BTU/HF Ei BTU/HF :::;,,:_::;:i.1 E:fU/HF;'. 0 BTU/HF:: m BTU/Hf:: 1. , :::, 1 .q. E1 ru / i-w:: .1. :i. !ij cr-1-,1;, 12! u=n:, (;:) CF!·! .l 1 H"1 CFM) lT.i CFl·!j 1J CF!"-"! .1 0 CFi··,-l) tb !.":FM) 0 WAlTS OF EQUIP 1 ~ND 1. .. "/6:l:,:~ ill. Q)0.f.l-{f.t TOThL TONNAGE REQUIRED FOR AIR SYSTEM 10 WITH OUTSIDE ~IR - r:n U/HF:;: RtiNDPil .... L P!:;:DDUC'f'b SE!!'·.1 til:-JB!::;:E'-/.. F'EPsK r .[ !·It:::: NO.. DEbc::;; IP Ai'·IO MON ·1 H l J. :I. .l. SAN DIEGO, CALIFORNIA F L..U1Jf'., i3Fr-.1~:; J. UL.F HE:f-': l' J !··-!U VET! I" I l\!F L. EX I·! t3UF"Pi... 'y' er,: l•i (:,r,:;:Efi L.O(;D L.D{:ii_i CH·"! Cfl't CF· l'-'i CFM l ::::,F; ·_..i_-;,.-:, ! .. ,., ~~ ]. /'..:i'.:: .I." :I. '*' MONTHLY AND HOURLY SYS'l"EM ZONE SENSIBLE LOAD PROFILE .... _,. ..... __ ., .... , . """ ........... -......... -·" ................................... ',....... ... . .. . .. . . ' .. .. .. ..... -· ...... -··· ............ ··-.. -......... ·-. .. . -· ..... ···-···-.................................................................. ,...... .... .. . ..... . ..... ---. ·-... ·--· .. .. -~· HOLJf~: BAM 9 hM :J.(?.) (:ii"'! ll hM :I.:~·'. 1:::(, .... , 1. FM :? PM ~~: F··M 4 pj·-·1 !.::i PM 6 PM 7 p1··1 Mr'.:iV Z Dl'-IE .. SEN :? .t:f. ::::J Et~. :28~5-l~.(:, :2 ~1 l:~ :~~ '~1 ::~: E! f:3 !:=.:; :? v.J ,JUL..V Gl~:.PTEl'·!E{l:°;=_P ZONE .. bE:J\I ZONE. SEN :341/Jf.i.'Jl:l ~::,:::::Et46 ::~: ::~. b 1. \?! ::::: (a? .q. i. '..~'. S1 ]. b ':i ti Qj -~:; l~ {2} ~:_; (:}' :-.::;El~:_i.q.c; :::::7·::.1f],f.) (j i'-iO',.JEME:EH ?:CJHE .. bEI\! :l.}(::)'?l::., ~~ t;~1 i.::i l:1 L: [~:B4l :,:::%1S-' j :~2 :1.1::l:l l 2(r.):I. '//:i ND·r USEI.i 1-DNE. bEI\! NC!'! UbED r.; ZIJl'-if::: .. :::iEN -i, ·1H<:·-lHH1· C::C.il'-'lMEF<C 1: Pd... j .. J~/AC L()f:)[.)S PF::t)GRP1M .G y' EL.. J TE f:.il.JFTl.0J{4HE .UL\JEL.tJi:-'MEN T' }. J\IC -l<:-!HHH,· ti(.'.ihl I) I EGCJ '.I CAL. J: FO!-~:l-..J 1 (:1 RhNDPrl ... L.. PF:iJDUc·1·H ******************** TOlAL LOAD SUMMARY 01: AIR SYSfEN 11 ****************** S\'f:lTEM T ·y F'E :: PP1Ci<.P1C:<l:::..O EOU J l~'!"iENT [.,JI TH C/Jh!~; 'f tih! T '·.-'DLUl''lt::. ·1 l=:Hl·,j J l'-i(-;i...;::; '.:::iENBH::L..E:: HEJYf ru-·i'f J.Ci:: QJ .. (:n, .......... TH.f.S '.3YffTEM CiCCUP:::) l T.l.ME U::i) IH 'fHE BUJL.[iH•IEi Bl:::cf:)(..l:3E CJF THE DJ:'./Er;;:::;JT·{ .!:hl IUNE.! PU::.l"ILJ!vl~ (li'-!D '.)f::J•!'f LOP10b,, 'fHE J..C/i··JE EENSlUU::. Pf:{ .. H=:: TI ME 1 !"-I Sl:::F'TEi·IJ·3Eh: f..i r :i .i. (-~)M If; I> 1 FF'E.F~EN l FF::Ol·i 'I' HE ( en ,:~)i... f1Vf:i.. F'Etrl< f' I!··!!:::: ~,J 1 NTEF·: ')EN "f r-::i IF;; I...Ot:1D i,.JJ.NTER EXl·I f:iIR LGPi.D WINTER INFIL AIR LOAD Ten Pi!.. :ZOJ\iE HEP1 r I i,113 !...DhD TO'fAL SYS'fEH HEATING LOAD - SUMMER VENT SENSlBLE GAlN - EXl-iP1UE.n· (-.~ 1 i:,;; t3ENU I BL.E Gt~ 1 N .. - ::3Ul''!MER I NFL SEi'·l\3 I DL.E Gf~ I "1 ··- T'Cf!'{-\L. ZC:ll'·--11:::. Si::::J',IS :r Ell ... E Gr=U N _ .. TOTAL Fl_NM SENSIBLE GAlN - ZUNE. LOAD SEI\I f;UBl'UTf1L.. DRAW-THRU FAN SEN GAIN BL..OW-THRU FAN SEN GAJN MCL SUP.SIDE COIL GAIN MCL RET.SIDE COIL GAIN SLIA~Lv ouc·1· HEAT GAIN RETUF:N DUC r 1"·1!::J'i'f Fir~ J hi AIR HANDLING SUBTO'fAL TOlAL SYSTEM SENSIBLE GAJ - !:3Ul''IMEF-: ',)ENT LAT EN I" GP1 IN EXHAUST AIR LA.fENl GAIN SUMMER INFL LATENT GAJN TOTAL ZONE LAiENl GAIN TOTAL SYSTEM COOL.ING LOAD - l l\ffERNf.~L L.UhDS ElU1·,·1t·,1i:"11F;:y : 252~.:, t,.Jf-iT'T'S ClF L.H3HTH-IG~ ·roTr-iL. SYSTEM SUPPLV c::.1 IF~ lOTAL CONDIT'IONED AIR SPACE !3UPPL.Y fONNAGE PER SQ.Ff TiJT?'1L TONNi-~ElE HEG!l.!IPEii FOR tdH C/; 2Li . .t £ff U / I-IP iZl f:TL.1/HF: C.:) F:<TU/HH 2El~2l8 n·1·u/HP :~, ~ ~':ifii:l B f'U/HH !?J BT'U/HH ~'.i HTU/1-IF< ::~. H :• 1 !.::i :I. !'3 ·1 U / l .. lh: 1:;;j f.:.i'l U / HP Ill BTUd·iF: t2'.1 B l"U/H!~;: tn BTU,-HP D DTU/HP \ll BTU/HF: !2) I.:: T'U/HF·< 7 ,_J'\J :.::. J..fl U / Hf< 1.:'.) E{'fU/HF;: IJ..I .i3 ·1 U / t·lh: 2 ~ 79/ZJ Ei'! U/ HI.:;: ti l ·.1 !.'.':i-t'.!'.? f<TU_,·, .. 1H :.:'..:U C,Fl"\1 (?I CFi''D fj CFi"l) -~·:,·,.,_-::, CF t·! :i 0 CFi"D lll CF !··1) :,,:: .. ;!.:_:!, c.:1:l"!_l 1z1 ci=-r--i 1 l.!.i Cf-'.M} f{ r L.J .-' 1 .. -ff,: J. ~.:,. 0 PEOPLE l '.') ~:i2 CFl"I B(~EiEfl lJI·,! :.?f:1. C.'.J DT l .. :.S!:,(?l SC) .. F r. :l. 1 :~:,0!.:i v.i .. i?.ir?r.?B 11 WI1H ou·isIDE AIR -4.3W fONS -li--l<:·~':··K··¥, CDMMi.::F:C I r-:11... 1--:VP,C I....DhDEi PPUGF:A!"I BV EL. I ·r E SDF"l"l.~)(-~f,:i·:. Lil::. \/i:::LUPMEh! f J: i··IC ·K·f~-K--/i .;.,. SAN DIEGO, CALIFORNIA PAUE :::::Vi ********************~** ZONE SUMMARY UF svs·rEl1 12 ***~*******************~* SQN ABBREV. PEA~ lIME 1-,JCi., DEECR IP {:·,ND i"iOi\!Tl·l t= 1.Jj[lp UF:J·,1E; I Hi...E Hi::(-.Y'!" I h!G ',_.lF::.N·r I h!F .. 1... 1::: I.H f:;UF'F"L\ Cl--' M AREA LOAD LUAD CFM CFM C0M CFM /SF 1 L";."C: .. _J.__J * MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE --••• , ---••••• ··-· ........ ·-· -.. • ·-· .......... ···-··-· --••• -··· ··-• _ .. , ••• _,., ... • • •• -· • -·· ·-·· _, ....... ••••• ..... --... -............................ -·· --· ... ·-........................ , ..... • .............................. ,u.. ..... • .................................. --•••• ---·· .... ···-- 8 1~·1M ·=; /-'iM Hi ti!'! 1 l. f.;M .I.:,:~ {)11"1 1 eM 2 PM :::: PM 4 PM :j F::,r,1 ,::-, Pl'! 7 PM t-l PM l'''i1:~, '{ 2'.Clh!E. ~3EJ\I l4fiB7 l. "/ l. 12i~i lBlm-/ l.84151. 11::1:2s:-4 1E:l? J.tl jFiffY? :I. 7··=1~.~6 16896 [ij ra ,.JULY BEF:· i'ENUE.f;: ZUNC.SEN ZONE.SEN J."/44t! :l(?,64-9 :~: :t. t?} :2 ~;) :2(2)(?,f?.)4 '.-21 ~::.i4 l 2147'7 :21.-0t:l4 :~~ t:D t., :z '? l 1.:_;, ~=:! £{ :~;~ (i:.I '.214::~'.l;:i ~~: -~:;(j (::, {.:3 :;;::.:::;Et.2<1> '.2.l.9ff:~- ~::'. Ld '/ / lf..l !j (;:I l'-.10\lf::.MBEP ZONE. E,Ehl J.f16'-?4 l :L ~::.i9 l :i. :L9,b4 :l.'.,29.l.,:'.., l ~~;(i:)62 :l :I.<,, j_/].J ]. f/1 Cy' :,:: 'i ll.! l"-l!JT 1 . ..1!:?E.D 2'.Uh![. SE!\! NCff U/:ii::::i:j -ii Z Di\lE. E:EJ\f ·¾· ***** COMMERCIAL ~IVAC LOADS PROGRAM BY ELlTE SOFTWARE DEVELOPMENf 1NC ***** SAN DIEGO, CALIFORNI~ PPiEiE ·::::J **************~***** ,·o·rAL LOAD SUMtlAkY 00 AIR SYSl'EM 1~ *********~***~**¾* SYSTEM TYPE n P1'.~Ll=J1UL!.'i l:::G!Ll I PMENT [.,JI f H CCJi·,Y:iT (~!'( r \_!Of...Ui·!E TEF:l·I 11--ff)d. ... S i:;EM:3IBLE HE1~r 1~:f-1'fICJ:: (ll .. 9::~ ........... rH:U:3 i:rY'.:iTEl·I OCCURS 1 TIMt: (S) 11\1 THE EtUIL.D.H•!l.3 svs·rEM 12 PEAKS IN S~PrEMBER AT 1 PM OUTSIDE ·1-EMP IS 89 INSIDE TEMP IS j5 WIN.I.ER VENT AIR LOAD l,o.J I hi TE 1:;: E :X: H P, If~ LO i:HJ WINTER lNFIL AIR LOAD TOTAL ZONE HEATING LOAD TOTAL SYSTEM HEATING LOAD - 6 ., J ':?4 .Ci-! U/i·-IF'. G:1 ):fi"U/l·IH ( (!.I B ·1·u/Hf~: ( 2fl ,, ,::J·'lt::i }..-:CT U/HF: 1. :::.i!:::.i CF1,·1 ! m CFM) (li C.:FM) **** ALL COOLING LOADS BELOW WERE COMPUTED AT T~IE AIR SYSTEM PEAK TIME**** SUMMER VENT SENSIBLE GAIN - EXHAUST AIR SENSIBLE GAIN - SUMMER INF!... SENSIBLE GAIN - TCJTP1L ZONE SENf.::; I BI...E 1::.il-1 J 1\1 -- TOThL PLNM E-iEl\l~:i 1 DL!::. GA I hi .... ZONE LOAD SEN SUBTOrAL DRP1l1J-·THF:U F{~N 131:::1"1 C::iPi I hi BL.Dl,~----fl-lPU FhN f;Ehl GPrlN MCL SUP .. SIDE COIL GAIN l"'IC:L. RE"I .• SIDE CCJJI ... G1:iJN SUPPLY DUCT Hfa'.:il GA I i'-l RETLIPN DUCT f·ll::.A T Gt, J N AIR HANDLING SUBTOTAL SUMMER VENT LA·r1::N1· GAIN EXHAUST AIR LATENT GAIN SUMMER INFL LAlENT GAIN TOTAL ZONE LATENl GAIN TOTAL SYSTEM LAl.ENl. GAIN - TUTh!... SYSTE.M CUOL.. I I\IG L.Dl-fO .... INTERNAL LOADS SUMMARY: :;! , :~:B? B'l'U/HR m E:rU/HR ( frJ BTU/Hfl ( '.2.~; ~ 72 :I. ffl U/HP fl.I B'TU.tHF: W BTU/HF< ['.) E1"f'U/HP f1 BTU/HH ra BTU/HF: vJ BTU/HF< (?.) BTU/HF'. ,:1 ~ t.:, ti 6 D n.J / , .. .u;;: Jtj BTU/HR ( m BTU/1··!1::;: l, fl~::.i4 BTU/HP 6, 15212) BTU/HP l. ~:i~::i cnv1 l Vi CF!··() (;:J LFM) :l. ;'.:'?.~.1 CF l··I) (1 CFM) i2l CFl"I) 1 t:'i4~:) l-\lP1 r rs CJF 1.. .1. GH r .r NG:• 0 WArrs OF EQUIP, AND TOTAL SYSTEM SUPPLY AlR TOl.AL CONOl'IIDNED AIR SPACE :I. :, 07 B Cf: l''l l ,.1(;:L::,O BO .. FT .. SUPPLY AIR CFM/SQ.Fl.. -! .. 0468 TONNAGE PER SQ.Ff -0.0026 TOTf-H ... TOI\INf-°4GE HEGlUIPEl) FOP /4IH ffYSTEM :t2 l,-JITH OLUSlDE {.:iIH -· l !Z.i .. l:J PEOF'L.E F~:P,NDr:-,1 ... l... F'l·:::UI.JULTt3 *********************** ZONE SUMMARY OF SYSTEM 13 ******************~****** flDN {-1.U:ur:::F',),, F-'EP,I< "I .1 f··'!E NO.. DE::::;u-::: IP (~ND I··10N rH ::~; Pl"! SEF' l··!L(:: r I h!U L.Ot,D VE::h! '! I !\IF 1.. CF:l'! CFi·,f L /.. H Fl.JF'F'I.. , t:.:F:l"I u-=·M 1_:;r:M .-' 1:3f~ MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFlLE ·i::· ~1° HOUP 8 hM '? f'.~M 10 P:M 11 f'.)M :I.:;:: ?~1-,1 1 PM 2 PM :5 pj·,1 ii-PM !:i PM b 1:::,M "/ F'i'--1 8 PM Mt-h ZONE .. SEhl 41456 4471::? 48:l0Ei ::i1116 ~_'.i.f.j.(j2f~l 0 (Ll auL·y· SEPTE1·,··1BEF ZONE .. SEN ZONE.SEN ~.71 !·.:., !:H·~ :I :;}Et0~':??' ~y:;>~.511 &:) 488f:.l8 :52j_ 96 ~i!~i? 1. 1 ~::t8 j_ l 5 (::i:l 74;':i 6l ~tB7 6l(Zl:l 9 l·,fO'./EMBEH ZCil\lE .. f3Ehl :3 '? !~5 .-:.? .(+ -'i• ';:., 8 ~:=, ¼;! ,t:}. f:.., :2 ::::: ~3 L}9~2~)L~ ~5~? :i. !58 5:3188 :5 6 (.j ::~;f[J !5Ul:l::::6 !li w NOT' USE[, ZCiNE .. SEN hlDT um~.D .;;. Z DNE. SE!\! ·ii· (j f/) ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** SAN DIEGO, CALIFORNIA RANDALL PRODUCTS SYSTEM TYPE~ Pt,Cl=::nC:-H:::.D EC!U I Pi'IENT (.,JI .. I H CDNSTPshll ',./UI...L.11··11!:: YLFl·,1 I hl('1!...E; :~ENSIBL.E HE{"lT Hf-\'flO~ El .. 86 --···· THI13 ffYSTEM OCCUF:i:> l T.t:1··1F('.:i'.i ll'-l THE BUIU:iii'-.!;':t SYSl'EM 13 PEA~S IN SEPTEMBER AT ~ PM oursIDE l'EMP JS 91 1NSI0E TEMP IS 75 SUMMER: VEN·r CONTROLS OUTSIDE AIR ~,JI l\lTE:F{ \iEN .. f Pi IF: LClr--m l.1JI l'-rf EP E XH (Up l ... or~,D WINTER INFIL AIR LOAD TOTAL ZONE HEATING LOAD TOTAL SYSTEM HEATING LOAD - 52 ,1 ':i',::)? .DI U/!-li::~ 11.i F:. ru.1Hi·? \7.J B .. I.U/HF-< :l.!:'_;~~:i4:::i BTU/HF 48, 511.:i BTU/I-fl=, t:J2:·.':, CF M) U CFM1 1?.J CF!•!) -lH~··lH~· ?'-il.!... corn ... I NC::i LW-ms BEL(Jl-1) t,JEF?E COMPUTED {-i r !"HE h IF•: Ei yS r EM PEf'.:ii< r I ME -lH, .. iH,· SUMl'IEH \JEN"f SENG .I: l3LE GP:; IN ··- EXHAUST AIR SENSIBLE GAIN - SUMMER INFL. SENSIBLE GAIN - 1·01AL ZUNE SENSIBLE GAIN - TOT {~1-PLNM SENE\ I BL..E (:3f-'.~ IN ·-· ZONE LOAD SEN SUBTOTAL DRAW-THRU FAN SEN GAIN BLOW-THRLI FAN SEN GAIN MCL. SUP.SIDE COIL GAIN MCL RE1·.s1DE COIL GAIN SUPPLY DUCT HEAl GAIN RETLff•:l\l DUCT HEhT GP, IN (-~IR HhNDL I l'-18 SUEJ'!'Tl"t AL. TOTAL SYSTEM SENSIBLE GAI - f.iUMMEH \.!ENT 1....P,TENT GP,IN -· EXHP1UST ?':\IR L.?'1TENT Gr-UN -· t:;UMMEF~ INFL l. .. f..:lTE.Nf G,:\ I H ·- rOTP1L. ZONE u:1·rENT GAI!.,J ..... To·rAL SYSl'EM LATENT GAIN - TOTAL SYSl'EM CDOL.Ih!G LOAD - INTERNAL LOADS SUMMARY: B:,::!':5v.J {•.Jr ... ffTf3 OF L.. I GHT I NG, 1. 4 :• :'::.,2uJ B ru / Hf: W ElTU/i .. 11:;: lll E-JTU/HP 61. :, 987 BTU/HH 0 BTU/HF: ei BTU/HH W BlU/HP f;J BTU/HF !?.l BTU/HR (Zi BTU/1-m f:'.I EHU/HR 76, !.:il2l7 F.J·1·U/ HF: 22, '.:Y6F3 BTU/Hn 0 BrU/HR f/.'.t DTU/Hh: c;; .1 9i1J1/j B'T U / HP f!'~:·!") CF M) 11.) CFM) \<J CFM) 82~.:., CF l"'i;, Vl CFM) l!.i CFM i fl ,,,JAT rs OF EC!U J p' ~-)ND (ZJ E:: ru ! HP TOTAL SYSTEM SUPPLY AIR TOTAL CONDITIONED AIR SPACE 2,818 CFM BASED ON 20.0 or t:.i ~ ~itZHi:i t:iU .. F !' • SUPPLY AIR CFM/SQ.FT. -w. ::; l :;~:~. TONNAGE PER SQ.FT -0.11.)017 TOTAL TONNAGE REQUIRED FOR AIR SYSTEM 13 WITH ou·rsIDE AIR -9 .. 11. l'ONS ·l'HHH'.·,J,:,· CCll''lMt:J~:C.: I Pd... !-1'·./P:C L.Cl(;Db F·:,PU(::)F~t,!-'I BY El.... I .. CF ~:;ui::,--·1 t_.,._tPiRE D[:\1EL..UP!.,.lf:iJ\I T J NC ·1HHH·H~· SAN DIEGO, CALIFORNIA RANDALL PRODUCTS i/2/~2 PAG~ 34 *********************** TOTAL BUILDIJ\~ LQAD 8JMMARY ********************* St.:NS I BU:: B ru SUMMER VENT AIR -3,812 19.508% SUMMER INFL AIR -0 0.000% PRE-COOLED AIR - ·roTAL.. SUMMER AIR= WINTER VENT AIR - WINTER INFL AIR - PRE-HEATED AIR - TOTAL WINTER AIR= :J,1 B:t2 :::::.1 B:!.2 0 ili 0. lfjf'.iilj~,;; 11.t. i?J0(1.);{, TOTAL ZONE HEATING LOAD LESS INFlL TO ZONES - ·roTAL BUILDING HEATING LOAD ·l<- ·M· 1-·I OU F: Mf~\· ZDNE.SEN ,JUL.\ ::::;EPTl:::MBEF ZONE.SEN ZONE.SEN !\!OVEl·!BE:f.: :lONE. EH:~N c:, \...' P1M S' P,M H:J ~)M l 1 (4N J.2 P1M 1. PM ~:':: PM -:~ PM ·-· 4 PM c::-..... , Pl'! tJ PM ·7 PM ::3 Pl"! 2'-,15:::r2 l!.1 .::::m··t6B7 :::-:I. ~2fJG:J6 ::::-e,7· :"2:~:; ~~, :~~ 9 1.1. t, :? :;·~ :~:,-'!-iJB :l '=i' :~:; 4 4 C'.i / ::::: :~:;!5f.f4(Zi 1 :~:-~57{?..G::8 ::::;t'.)(;'.ij_j_f..{ ::::;27474 0 lj 379:l.74 4V)22fJ.q. Lf. :f. ~.:.i ~:'. 6 t.3 ,..,_ :!. E3 ::~; ~5 '.,::'. 4:lt3CZ!4l £!.(!.)C).4.2::~; ._::;fjl:'.J . .::,/ --~· m l]_i ::~:a1H6-=t 2949<,1;_;;, :J:l1.21Q.i ::? .:;; :~: 5 ,~, ~3 :;~·16::::;:::;;,::; !·-Kl r l.foED ZONE:, S!:~N L..P,TEb! l BTU l :J.t1, 454 (!l IJ i··.HYT UbED -i; ?: ONE .. f.:iEhl -;,- 0 \j 12} 1]1 IZJ lj r ***** COMMERCIAL HVAC LOADS PRUGRf~M BY ELITE SO~TWARL DEV~LOPMENT INC***~* ~3/211'-I DI EGCJ '-' Ct-·,L. I FUPh! I (i •;,·,:.:· .. :, .,._, *************~*****~*** 1·0·1AL BUILDING LOAD SUMMARY ***************~**~** LCihD DESCF:Ii=" C!U(:fr,IT 1 ""f \' Ui'-11. ·1 '.:i ~ OF BLD LOAD SENSIBLE BTU LATEN"f s·1u ROOF !,,1{)1....1... GL.{i,ss PEOPLE ! .... I GHT I l·,IG Ef..JUIPMENT PPL. --···L GHT ····EOU IP P{~PTITION I NFL.. {-)IF;: VENT hIF< p1::;:E···-TF:EfYfED f-) 1 F:;: DF;:p,(.•.J-·Tl-11::;:u F {:11··.! L.Or'.:1Dfa BLDW-THRU FAN LOADS 1. 2 :• •:i;<:?G·.1 SC! .. F-T 4 9 '.:.'i"?C? SG!. ~: I" ::":: 1.1 <:).t:j. J. t::;G!" F ·r 5B '-' l Qi!:i ~·.){4 I Tb 12) ,_.,.JI-)"! "T!::i ~=; '8 :t :,;:: [j CF!·! CFi·'l CF~l"'! MCL SUPPLY SIDE COIL LOADS MCL RETURN SIDE C01L LOADS SUPPLY oucr LOADS HETUm,, DUC"i L..OP1m3 F:EHEAT RESERVE CAPACITY TOTAL BUILDING SENSIBLE & LATENl LOADS TOTAL BUILDING OUTSIDE AIR VENT LOADS TOTAL BUILDlNG PRE-COOLED AIR LOADS TOTAL BUILDING OUTSIDE AlR INFL LOADS TO"fPd .... HUIL..0.1:NG ZONE UJhf)fa TOT{4L. BU H.JJ I N(:"i PLEHUM LJJ{-\l:J'.:::l TDT{-'1L.. BUlL..DJNG P,In HfV,!DL.Ih!b U:J(.,,i.) (!.I .. (l)f,!j(!.):{, f(t • @ZHII :~ (?)" (jfr:J((.};,~ (2.i .. @2.)(2.l ~,:. 0 • ,wa iZf:,;, t) .. WtJfbX. Ill" l_i:ifZjf'.J~';, W .. !?HZ! (1 ~,;, !J. &:i12lUZ I}! .. EJ tZJO ?;, / .:? ,. H (j ? ::,;: 0 .. !Dt:'.ilZ.iX, D • G'.ii2iliYi. TOTAL.. BUlLDING SENSIBLE AND LA"lENl LOADS 100 .. 000% TOT1'.:::L. BU I L..D I NC:i COOL. I NE:i I .. UtiD TOTAL CONDITIONED AIR SPACE TOTAL BUILDING SUPPLY AIR CFM -l 9 '! !:)ii J. SUPPLY AIR CFN/SQ.FT. OF CONDITIONED SPACE SQ.FT OF CONDITIONED AIR SPACE PER TON TONNPiGE PEF:: SU. F"f OF CCiNf.J J: ·1 I ON!::.D ,:; If;: bPhCE 1·ONNAGE REQUIRED WllH OUlSlDE AlR -478 .. 2 1-1~::4 4:/ '! ;~3(:,"7 4. ::~; , i::J (::) i(;:, (Z.i !ZJ (1 Qi (?_i 1/J !?! (!) (d ,:S:~~ ~I f3~?·fJ t::l (;:1 41 Ei •i 5~:// (I.t !!.l CFl"l/tlG! .. FT SG!. F"f" I TUI\! lUl\l!:l /SU, F "f [! j_ l l.i! •_; 0lT:+ Li:: 0 (.:j /~. !=.7.1 :_1 / .? ;:=.:, (\ ~ PL-,!~ RANDAL PRODUCTS INTERNATIONAL 2728 Loker Averue Yest Carlsbad, California 92008 HAZARDOJS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS 29 April 1992 -Prepared by ERIKSEN-RATTAN ASSOCIATES INC. 8989 Rio San Diego Drive -Suite 200 San Diego, CA 92108 Telephone (619)299-6444 FAX (619)299-1229 FIXTURE SUBMITTAL RANDALL PRODUCTS -====== 8580 Production Avenue, San Diego. CA 92121-2205 • (619) 566-4533 • Fax: (619) 566-7593 =====~ . I . . . ~ . . . · . I . I . ' ) ) ., ·-=--·-.. :...· --:: i. } , .. -=---. ··--:-: -=-=-= -'IVC~ = =-· :.-e-~· .1 w.iJ \ Highcliff ™ Lite™ K-4368 17-1/2" Flush Valve Bowl 295·,- ·.i·,· ·1· I.P.S. SUPPLY ; _::.:i:... / TO FLUSH VALVE: -,C..::..-----,-. : I ' I I i : I 11\::" ~ ____ ,,.,-SPUD .... 12" Dimensions: The Higncliff Lite is a 17-112' high vitreous china siphon jet. floor mounred. floor outlet flush valve bowl which uses 1.5 gallons per flush.·lt is available with elongated bowt and top spud (inlet) only. SPECIFICATIONS The Highcliff Lite includes: Bowl ............................................ K-4368 Bolt Caps (pr.) .................................... 21401 Length ............................................ 257·a" Width ............................................ 141,2" Height.............................. . . .......... 17' 1?°' Passageway ........................................ 2\·:." Water Surface ................................. 12 x 10" Rough-in . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. 12" Rough-in Sheet .................................. 1125~0 3i91 141/," COLORS White only ' I I / 11112· i ,----"'-""----- \ ·' / ~ 3:.· RECOMMENDED ACCESSORIES K-4670-C White Lustra ·• plastic seat with check hinge K-4671-C Black Lustra plastic seat with check hinge K-4650 Elongated open front seat with cover K-4654 Lustra solid plastic open front seat with stain1ess steei supporting arms with seat K-4655 Lustra with closed front seat ana supporting arms with seat See flush valve manufacturer tor proper 1.5 GPF flush valve. Available with bed pan lugs (acd suffix L to plate no.). KOHLER $PECIFICATION SHEET rr. ~ ! ;Jb;7 IM J I (. FOR USE WITH 1.6 GAU.ON LOW CONSUMPTION WATER CLOSET. -l .. L. I ! i n 2 1t4'' MIN. ,,--,_ -=-c=:~~r 1.P.S. ~~SUPPLY I I I i 4 3:4" / CENTER LINE,... OF FIXTURE 0:11 "\ I D CENTER LINE OF WASTE ' ) / FIN. ~: WALL ~--__ ?nnteo in U.S.,; J.ag •• . . .. CSL:::iAN '/AL'IE COMPANY 1989 V\J c-\ 4 wc-1.. SLOAN Flush Valves REGAL_ 111 (1.6 GALLONS PER FLUSH) Quiet Exposed Closet Fiusn Valve. Chrome Plated. metal oscillaung non-11010-ooen nandle. 1-rncr, 1.P.S. screw driver Bak-Chek angle s:oo wirn crotec:ive cap, aa1usta01e ta1lpiece. vacuum breaKer tlusn connecnon and scud coupling for 1 ½-rncr, :oo souc. wall ana spud flanges. Check variations to the stancard specification in the appropriate box below. J Variations Description K Wheel hancle stop / YA Nickel-s1iver :iandle "l YB Swear-solder aoaptor kit YC Cast wall flange with set screw YG Extended bumoer on angle stop (for seat wtth cover) YO Bumper on angle stop (for-open front seat without cover) XYV Less vacuum :,reaker OTHER /descn:e ::elow1 This space tor Arc.'l11ec!/ Engineer approval SLOAN VALVE COMPANY 10500 SEYMOUR AVE .• FRANKLIN PARK, ILL. ~-~- ) ) OLSONITE 5 cc Heavy Duty Solld Olsonlte Plastic Seat for Regular Bowl 14% '44.j 77/a ----14½ --..i 18¼ NO. 5 CC REGULAR NO. 10 CC ELONGATED ':/:W k=" r;' .l~-, . I Commercial ~Ts 1 10 cc Heavy Duty SoUd Olsonite Plastic Seat for Elongated Bowl Specifications: Seat shall be Olsonite 0 No. 5 CC Open Front less Cover for Regular Bowl. D No. 70 CC Open Front less Cover for Elongated Bowl. Specify: D White D Black Olsonlte Features: • Injection molded of a rugged. heavy duty, high impact, solid Olsonite plastic. • Highly stain and chemical resistant for durability and easy cleaning. • Strong, one piece stainless steel hinge posts. • Integrally molded, permanent, color matched bumpers that never need replacing. • Concealed check hinge which prevents seat from contacting tank or flush valve. Optional Features Available Specify: D CC/SS for self-sustaining concealed check hinge. D Fl< for fire-retardant plastic material to meet UL 94 VO flammability rating. One-piece stainless steel hinge Integrally molded bumpers Self-sustaining hinge foptlonalj ----·---··-· --·----------Clsonire Corporation• f.3801 C:onc1nt AvPrn,e • Qetro1t Ml 4H;:11 "11! ,1 Ri',. ',P,11 • '""_._,,.,,. : ,;:,r,11 ::,1.1:-11--'-".:11 v ,i,~1tr1t..' ~04/. r··· '- ) \ I I ,-, -_. ~-111"----;:"'-tosamzr Dimensions: The We/Jcamme Lite is a 1CT Aougn-in. vrtreous cnina siphon jet. floor mounred. floor outlet flusn valve bow, wnich uses 1.S gallons per flush. It is available with elongated ::owi only. SPECIFICATIONS The Wellcomme Lite includes: Bowl .........................................••• K-4350 Bolt Caps (pr.) ..............................•.•••. 52048 Length .......................................••..• 257/ii. Width ............................................. 141f.z9 Height .......................................•••.. 14¾• Passageway ........................................ 2¼. Water Surtace . . . . . . . . . . . . . . . . . . . . . . ........ 12'/ .. x 1~6· Rough-in ......................................•..... 10- Aough-in Sheet . . . . . . . . . . . . . . . . . . . . ..........•.. 111946 {. ' .. < • • i1/90 COLORS Full Line Almond Jersey Cream Wild Rose Heron Blue Desert Bloom Mexican Sand Innocent Blush Tencer Grey High Fashion Black Black RECOMMENDED ACCESSORIES K-4670-C White Seat · K4650 8ongated Lustra open front seat with cover See flush valve manutacttJrer for proper 1.5 GPF flush valve. Available with bed pan lugs (ado suffix L to plate no.). KOHLER , .. F. .. (. .• ·1···· SPECIFICATION SHEET FOR USE WITH 1.6 GALLON LOW CONSUMPTION WATER CLOSET. -I 12 11411 MIN. I ~'0'~~_Jr 1.P.S. -~=ii SUPPLY I I I I 4 :i:4" / r 11 ~/2 11 n DI CENTER LINE,. I i ..L ... t I D OF FIXTURE CENTER LINE OF WASTE ' FIN. ""; WALL ~ --i :--· LJ . / Pn~ted ,n U.S.A. 3-89; :CSLOAN VALVE COMPANY 1989 \"Jc.-\ 4 Wc-1- SLOAN Flush Valves REGAL_ 111 (1.6 GALLONS PER FLUSH) Quiet Exposed Closet Fiusn Valve. Chrome Plated. metal oscillating non-hold-ooen nandle. 1-inch I.P.S. screw driver Bak-Chek angle s,op w1tn orotecnve cap, aa1ustable ta1lpiece. vacuum breaKer llusn connecuon and spud coupling for 1 'Ii-inch too spuo. wall and spud flanges. Check variations to the stanaard specification in the appropriate box below. ./ Variations Description K Wheel hanale stop / YA Nickel-siiver handle \/ YB Sweat-solder aoaptor kit YC Cast wall flange with set screw YG Extended bumper on angle stop (for seat with cover) YO Bumper on angle stop (for-open front seat without cover} XYV Less vacuum breaker OTHER /descrioe ~elow, This space lor Arc.t11tect/ Engineer approval SLOAN VALVE COMPANY 10500 SEYMOUR AVE .• FRANKLIN PARK, ILL. /.• ) OLSONITE 5 cc Heavy Duty Sofld Olsonlte Plastlc Seat for Regular Bowl ----14% NO. 5 CC REGULAR 73/a ----14½ __ .,. NO. 10 CC ELONGATED 10 cc . w~~ Commercial Seats Heavy Duty Solld Olsonite Plastic Seat for Elongated Bowl Specifications: Seat shall be Olsonite 0 No. 5 CC Open Front less Cover for Regular Bowl. 0 No. JO CC Open Front less Cover for Elongated Bowl. Specify: D White O Black Olsonlte Features: • Injection molded of a rugged. heavy dut'j. high impact, solid Olsonite plastic. • Highly stain and chemical resistant for durability and easy cleaning. • Strong, one piece stainless steel hinge posts. • Integrally molded, permanent, color matched bumpers that never need replacing. • Concealed check hinge which prevents seat from contacting tank or flush valve. Optional Features Available Specify: D CC/SS for self-sustaining concealed check hinge. D rn for fire-retardant plastic material to meet UL 94 VO flammability rating. Integrally molded bumpers Self-sustaining hinge /optional) ---·--· ------------Olsontte Cc.rporat,on • B801 Cm1ant AvPrnie • Qetro1t Ml 4fl21 I "11131 ii;'';. ',.911 • 1n11-r-r,.,, : ;2r~,1 :;7t.P7f-t,"' ;:11 l<' ''"' ,rn. lP4/- ; 12-844 -4 ·- 17 u 20 r3'" 'q]ZI ~ ' ' 3.315·' 15-5/6" j9/16 CATALOG# 12-844 12-848 12-894 12-898 99-190 DESCRIPTIOI'\ 20" X 17" Oval Self-Rim Counter Top Lava10ry. Drilled on 4" centers. Includes silicone adhesive. Same as 12-844. except drilled on 8" centers. 19" Round. Self-Rim Counter Top Lava10ry. Drilled on 4" centers. Includes silicone adhesive. Same as 12-894. except drilled on 8" centers. 19" X 16" (17" X 14" 1.D.) Oval Under-counter Mount. Installs with accessory anchoring device kit #99-190 Anchoring Device Kit Includes: (4) #99-186 #JO wood screws (4) #99-187 #10-24 machine screws (4) #99-188 expansive screw anchors 318'' dia. X 5/h" long (4) #99-189 clips WEIGHT I COLOR LBS. ALL 18 ALL 18. ALL 20 ALL 20 NIA 2 t,':'i'ff,lff;~:l{-i};l~i ! . ~::?t/{}.: .· :~ · ~ :. ··. ·:~ :-: :-:~?-~ r-~-~ -:: .. I:·-.:. ~~r ~: ·::~~:~::~:i ~ .. {·~;~~~g~=t~~-/~-i-:·!~~i::·;_'.'., .-_._.:.·.~:::\~-·;.- "j,, ';I;'h~.s~:-beautif.ul lavatories .require· oii1Y. a rough~;;:: .. : ·:cuLoj)enirig1ti-,the countertop:for1nstallation '.: · ... · ·: . .(template.included =in ·each :carton). They 'hav..e: ;~··.\ -'. ··.a 'Concealed front overflow .and a roomy ]edg~_ ::-·" - ~· with :two.integral soap ·dishes.:; · ··: · .... < : ·:-: .. ,'' ~-:-:· , .. ,..,:;;;;-:~ --t-:--.' . . . -: LUXOVAVUNDER COUNTER MOUNTLAVATORIES · .. For·under counter installation (Use Lavatory .as template.) Order Anchoring Kit #99-190 · separate\y. . .... ; ........... T GERBER PLUMBING FIXTURES [ GERBER;: 4656 W. TOUHY AVENUI:., CHICAGO, ILLINOIS 60Mb ·-----· _.., ,:i121 67,-6570 SCOT S-Go -I--! -Gr--:IP S,., .... ,,,.,,r:/il,NDUSTRIEs 1Nc.-'--( P.O. BOX 263 , Slow-Closing Omni Temperature LAVATORY FAUCET ·) The metering faucet with temperature selection ) INSTALLATION INSTRUCTIONS SERVICE INFORMATION REPAIR PARTS DATA S-60-G SCOT Metering/Temperature Selection Lavatory Faucet. Rose spray outlet with 0.5 GPM flow rate. Grid Strainer drain assembly. S-60-P With Pop-up drain assembly. S-60-1 With Lift Rod only. S-60 Faucet only. Suffix A: Suffix LCT: Suffix QC: Suffix JPS: Suffix STE: J11·· MODIFICATIONS Standard aerator iri place of rose spray (with standard aerator flow rate is 1.25 GPM at 50 psi). Acrylic multi-faceted knob. For quick-closing feature. With ½" JPS connections. ! ~ Supply tube extensions, 8" w/compression couplings'. 41t,i'l1151 4 '111"{103) 21, .... 162J 1•11" {351 COMPHES:ilON \ I I ii S-60-G ltOT ' ;li ~ · COLO I ,' ! \ ,_ 4 ,, .. '" . COMPRtS:ilON •• 2" I 1•," ,, 11171 ~; !~ 11 -r' 1441 --._ '••' 0.0. l ·, \ COPPER • · · \ TUBES !pl IN·LINE t ' ~;, CHECKS , ~u • I 11 11·24 lHHt:AO ~ TO FIT STOP 11/," (32) 31 BROOKS DRIVE, BRAINTREE. MASSACHUSETTS 02184 PHONE 617-848-2250 FAX 617-843-3849 '· INSTALLATION INSTRUCTIONS BEFORE INSTALLING FAUCET, FLUSH WATER LINES THOROUGHLY TO REMOVE ALL FOREIGN MATIER Supply stop valves must have a¾# 0.0. compression outlet. · 1. Remove m1t· and ferrule from supply stop~, install In-Line Checks (LL-71A) on male outlet of stops, install nut and ferrule on outlet of checks. 2. Position faucet through sink or counter with mounting gasket under base. Secure with washers and nuts from under side. 3. Install drain assembly, either grid type or pop-up type. 4. Connect hot supply on left and cold supply on right using appro- priate lengths of 7,;-O.D. tubing between 'faucet sup.plies·and.in- line checks. Adjustments of Cycle Time and Temperature: After faucet has been operated through a number of cycles and supply water temperature are at designed levels, adjustments to these features can be made as follows. Cycle Time: To lengthen time, remove knob (LL-18) and remove one or more of the washers (LL-28) on stem. To shorten, add washers. Temperature-Limit Adjustment: Remove knob (LL-18), loosen ¾H nut (LL-6) and turn stem (LL-lA) to desired maximum temperature (ll0° F recommended). Turn rectangular stop washer (LL-23) clockwise to its limit, tighten nut (LL-6)'and replace knob (LL-18). Faucet will now turn through cold to the maximum temperature that has been set. Reverse Operation: For piping simplicity in back to back installation or when hot supply is on the right, the faucets internal operation can be quickly reversed. Remove handle,¾" nut (LL-6) and limit stop washers, turn stem 180° so that red area is facing toward rear. Note: This is a low flow faucet that will function best with a 0.5 GPM rose spray. When other outlet devices are used such as a standard aerator, the flow may have a less than desirable appear- ance, but will be saving water, energy and dollars. MAINTENANCE INSTRUCTIONS 1. General repair will require the replacement of the cartridge unit. 2. Remove parts in the order listed in diagram on next page. 3. Unscrew cartridge unit counterclockwise using 11/1"# open end wren~h or adjustable. 4. Install new cartridge. Turn stem so that red area is facing front. (See Reverse Operation instructions). 5 .. Reinstall component parts in reverse order. 6. In-line checks should be kept clean so that hot to cold bypassing cannot occur. To clean, remove from line, flush out or replace as required. ' , .. ' ,- v ---20 ,-:i,, ~!· 9 ' I 3.315·• 15-518' j CATALOG# 12-844 12-848 12-894 12-898 99-190 DESCRIPTIO!\ 20" X 17" Oval Self-Rim Counter Top Lavatory. Drilled on 4" centers. Includes silicone adhesive. Same as 12-844. except drilled on 8" centers. 19" Round. Self-Rim Counter Top Lavatory. Drilled on 4" centers. Includes silicone adhesive. Same as 12-894. except drilled on 8" centers. 19" X 16" (17" X 14" l.D.) Oval Under-counter Mount. Installs with accessory anchoring device kit #99-190 Anchoring Device Kit Includes: (4) *99-186 #JO wood screws (4) #99-187 #10-24 machine screws ( 4) #99-188 expansive screw anchors 318'' dia. X 5!." Jong (4) #99-189 clips WEIGHT COLOR LBS. ALL 18 ALL 18 _ ALL 20 ALL 20 NIA 2 ". -,~,~~f f ,j~]~·ji?;?.jt~: LUX OVAL & ROTUNDA' .. , .... ---·· .. · ·. · · · _., · · .?::couNmR·xoP LAVATORIES ·rL~ }~:;(:: '_, ;j( :::;· ;. : t_]tif'es~~~ea#~fu1Javatories;reg·uire .. o°ii1y a l'Oqgh:.:. /.'.ci!f\opening'flri-,the counter top'.for 1nstallation '· ·,.. · :·, ·(fomplate)included -in ·each ·.carton). They bav.e .'!"--,_ C:a'C:opceruect .. front overflow :and a roomy 'lectg~_ :-.. ~-_- -~~: with two.integral soap ·dishes.-:. · · · · · .... ·:: · :'>.tuxovli~uNDER couNTER: · · .. MOUNT.LAVATORIES · · For under counter installation (Use Lavatory .-_ .astemplate.) Order Anchoring Kit #99-190 · _ .. separately . . -· .. ···-· r GERBER PLUMBING FIXWRES f GERBER~ 4656 W, TOUHY AVENUE, CHICAGO, ILLINOIS 6UM6 ·-----· -'ii nt2> 675-6570 MODEL8880 Sani-Stream® SUGGESTED SPECIFICATIONS For The Lavatory Faucet The lavatory faucet is a two handle, deck mounted, 4" center set metering faucet. tt is chrome-plated cast brass construction, complete with metal mounting hardware. The vandal resistant handles are a "push to operate• design, and must be adjusted by the installer to automatically shut off after a specified time period (10 to 20 seconds is recommended). The metering mechanism is adjustable, to allow the installer to compen- sate for supply line pr~ssures of 20 to 80 psi. The aerator is vandal resistant and designed to deliver no more than 2.0 gpm, at 80 psi. The faucet will operate with less than 5 lbs. of force. This faucet is third party certified by CSA to meet the following: ANSI A112.18.1 M (Finished and Rough Brus). The faucet is warranted for one year against material or manufacturing defects. f HOT INLET 2-3/4" 1• MAX. DECK "' THICKNESS -'-·~ MOEN SPECIFIER SERVICES FOR ADDITIONAL INFORMATION PHONE: 1-800-321-8809 Ext 2158 OR WRITE: Moen Incorporated sn Woodland Ave. ,. Elyria, Ohio 44036 ATTN: SPECIFIER SERVICES MODEL8880 Metering Lavatory Faucet ---2· --3-518" front View S!deYlew CRITICAL DIMENSIONS (DO NOT SCALE) NOTE: THIS FAUCET IS DESIGNED TO BE INSTALLED THRU 2 HOLES, 1" MIN. DIA. AND 4" O.C. PROJECT_· ----------------------LOCATION:------------ CONTACT: PROJECT NUMBER:--------- FIRM: CODE:-------- STREET,-------------------------------------- CITY:------------------STATE:---------ZIP:--------- PHONE: (--) FAX:(--- MF-1237.5190 e 1990 MOEN INCORPORATED PRIKTED IN U.S.A. ; .. Vitreuu.\ ( '/11110 24 KOHLER DESIGN~ ·U~\ >2 DEXTER™ WATER-GUARD® URINAL 131/i 24" ,------- \1$-r-:, I ~ ~!: I OUTLET DETAIL 14" ,----- 1 :-$--1, I ~ \~ I OUTLET DETAIL i'1ps TAP 2°\p5 TAP • Water-saving one gallon flush. • Compact design. • Siphon jet flushing action. K-5014-T Dexter Water-Guard compact, space saving vitreous china siphon jet action urinal with 1¼" (32 mm) top spud inlet, 2" I.P.S. (51 mm) outlet and wall bolts. Refer to manufacturers instructions and local codes for proper flush valve installation and requirements. Dexter Water-Guard flushes efficiently with less than one gallon of water when installed with water saving flush valves. Dexter in Country Grey. For other colors see Color Guide in Color Section. Height (urinal only) 19¾" (502 mm). Width 13½" (343 mm). Wall to front of flare 14¼" (362 mm). DERRY™ URINAL • Blow-out flushing action. • Extended front design. K-5007-T Derry vitreous china blowout action urinal with 1 ½" (38 mm) top spud inlet, 2" I.P.S. (51 mm) outlet (3" I.P.S. (76 mm) can be furnished, if specified), and wall hangers. Refer to manufa.cturers instructions and local codes for proper flush valve installation and requirements. Height (urinal only) 19¼" (489 mm). Width 14" (356 mm). Wall to front of flare 20½" (521 mm). ) , .. ) ) - ... S?EC!FICATION SHEET -I ~2V•" MIN. r,-~ "=" 1· I.P.S. c=:::;.. 0 111;. 1 I <• 'l'P'" -~-~---.. I I 1-.i¼~ nw , 1 CENiER LINE' l Of flXTURE J_~-------- BLOWOUT OR SIPHON JET ~ FIN. FLOOR -WALL, "' PRINTED JN U. S. A. Ut(-1 SLOAN Flush Valves REGAL180 Quiet Exposed Urinal Flush Valve, Chrome Plated, mo:al oscillating· non-hold-open handle, 1-inch !.P.S. screw driver Bak-Chek angle stop with protective cap. adjust-~- able taiipiece. vacuum breal<er flush connection and !i;::ud coupling for 1 ¼-inch top spud, wall and spud flanges. Check variations to the standard specification in the appropriate box below. ,/ Variations Description K ·wheel hand!e stoo , T 11/z-flush connection YA Nickel-silver handle YB · Sweat-solder adaptor kit YC Cast wall flange with set screw XYV Less vacuum breaker OTl-iEn (descri~e below) • This space !or Architect/ Engineer approval SLOAN VALVE COMPANY 10500 SEYMOUR AVE. • FRANKLIN PARK. ILL. r ,, CAYTON -SINGLE COMPARTMENT SINKS S-l ,_. r )r [ ) I,;. ~-!!~ E ~ I . r ·~-• ~--~-;; .. IIF.,.,,.:'· ~:-:.~ ... I -· -·· :~ . -~: ·~· .... , __ } ELITE by DAYTON DSE-12522 Illustrated . . .. .,., .,-·-~·· .. -. ...... : · .... __ '!-; :·. KINGSFORD.Dy DAYTON r(-12522 Illustrated : .. ~- Bowl Depth IS 5¾ • '. HfW.1 LJen·ti · • •i· ... :}: _:_;.,.~.-· ·., .... ~ ... , . ..;;r- · cu1out-1n DIMl!NSIONS IN INCHES ~ Model · Onnl/ lnalde 1V." Rlldlua Number Sin/ Each Com nt c.,,,_. L/ w L w •. D L w DSE-12522 25 22 I 21 153,i I 8 243/a 2Ha I Dram ooemng size 1s 3½ inches. Srnk bowl 1s fully sound doaaened. Note: 4 faucer holes furnished unless otherwise specified. llocW Oweral Number SID ... B D D-12521 25 21¼ 15¾ 6½ 243ia D-12522 25 22 15¾ 6½ 243/a Above models are fully sound deadened. D6-12521 25 21¼ 21 J 15¾ 6½ 243/a 20% D6-12522 25 22 21 15¾ 6½ 243/a 2Ha No.Of - 1V." Dia. si. Faucet -Wt. .._ UIL 3 or 4 1 15 3 or 4 51 3 or 4 53 "06"-Pref1x means sinks are packed 6 units per shipping canon. Sink bowfs are sound deadened on t:iottom only. 048-12521 25 211/, 21 153/, 6½ 24¾ 20% 3 or 4 400 048-12522 25 22 21 153/4 6½ 2434 213/a 3 or 4 406 I / ' i "0<18"-Prefix means srnks are packed 48 units per shipping canon. Sink bowls are aound · deadened on bOttom only. 1 i Nola: 4 faucet holes furnished unless otherwise specified. ! MODELS WITH PREFIX "DJ" EQUIPPED WITH J CHANNEL SELF•RIM DEVICE. j DJ-12522 I 25 I 22 I 21 j 15'i, j 6½ I 24'/a I 21% I 3 or 4 I 9½ Above models are fully sound deadened. I DJS-12522 I 25 I 22 I 21 I 153/. I 6½ I 243/a I 213/a I 3 or 4 I 49 "DJ6"-Prefix means sinks are p11cked 6 units per shIppIng canon. Sink bowls are sound deadened on bottom only. I DJ48-12522 I 25 I 22 I 21 I 153/, I 6½ I 243/a j 213/a I 3 or 4 I 384 / "OJ48"-Preftx means sinks are packed 48 units per shipping canon. Sink bowls are sound deadened on bOttom only. Nole: 4 faucet holes furnished unless olherwIse specified. Nole: 4 faucet holes furn"1shed unless otherwise specIfIed. K-12521 K-12522 KS-12521 KS-12522 "K6"-Prefix means sinks are packed 6 umlS per shipping canon. K48-12521 25 2W. 21 115¾ j 6 243/a 20s1a 3 or 4 380 K48-12522 25 22 21 15¾ 6 24¾ 2Ha 3 or 4 387 "K48"-PrefIx means aInka are oackeo 48 umi.. per snIppIng canon. MODELS WITH "!CJ" PRl!FIX HAYE J-CHANNEL SELF-RIMMING Dl!YICE. I KJ-12522 I 25 I 22 I 21 I 15¼ I 6 I 243/s j 213/a ! 3 or 4 I 9 I KJ6-12522 1 25 i 22 21 15¾ 6 2431, j 2P/a I 3 or 4 I 47 "KJ6" Prefix means 1Inks are oackeo 6 units per shIpprn11 canon. ) KJ48-12522 I 25 / 22 I 21 I 15¾ ] 5 I 243/a i 213/a I 3 or 4 365 "KJ48"-Prellx means stnkl are pacKeo 48 unns per snIppIng canon. Note: All Kingsford models are sound deaaenea on oonom oniy. 4 taucet n01es furmsned unless ottlerwu1e spec1t1ea. 5 I ii I' •/ I, I ! I J, ij ll !• 1: i i ) \___.I S-1 MOEN SUGGESTED SPECIFICATIONS 0 CHATEAU by MOEN Faucets for the Kitchen 7531 7536-B 7841 .._..>._,.~ 7533-B 7538-B 7843-e Suggested Specification_ -Single control faucets shal I nave an all-brass body _and have a singte control to turn the water on and off and to regulate the volume and temperature of the flow. The faucet shall be designed so that the valve body has no wearing parts and all operating parts shall be easily renewed without disconnecting the faucet from the fixture on which it is mounted or disconnecting the water supply lines. It shall have a water conservation device to control the volume flow to no more than 2.76 G.P,M. regardless of water pressure. The faucet should be of a cartridge type design constructed so that all operating parts subject to wear are within the cartridge and are replaced as a single unit. The cartridge should be so designed to take advantage of any back-to-back installations and allow a change in the polarity of the water without having to remove the cartridge or disconnect any water supply lines. ~Name Model Specified 7531.1 7841·1 7531.J 7841.J 7531-L 7841•L 7531-R 1841-R 7531-W 7841-W 7531-2 ·1s41.z 7536-B 7831-A Chateau Oeck Type Kitchen Faucets with lever handle -for 8" centers 7531 Chrome, with aerator, for 3 hole sinks 7536,S Chrome, with Swivel $pray, for 3 hole ,inks 7841 Chrome, w/spray auachment, for 4 hole sinks 7533-B Chrome; with aerator, for 3 hole sinks with 16" supplies. leu connections 7538·8 Chrome, with Swivel Spray, for 3 hole sinks with 1Ei" suoplies, less connections 7843-8 Chrome, w/spray attachment, for 4 hole sinks, with 16" supplies, less connections 7831-A Chrome, with spray attachmerrt in e$Cutcheon, for 3 hole sinks,½" connections 7833-A Chrome, with wrey attachment in escutcheon, for 3 hole sinks • 16" supplies. less con11ections Faucet color with Chrome trim, aerator. For 3 hole sinks For 4 hole sinks w/sprav 7531-1 Ivory 7841-1 lvOfV -:. 7531-R Red 7841-R Red 7531•L SterliflO I 7841,L Sterling 7531-W Glac:ier 7841-W Glac:ier I 7531,Z Ebonv 7841-:Z Ebonv 7531-J Java 7841,J Java Q SELECT MODEL Q SEt.ECT MODEi.. Date OuantitY 1: Customer/Wholesaler Architect Quality that will last V , Contractor --~==-'-----------------------------~---- MF-906 ~- -----· ----------. __ ___.,.:.,-___ _} \: ··/ SINGLE-COMPARTMENT SINKS Model No. 0.0." 1.0."" Depth Gauge SLX-1617-A-GR ............ 16x 17 10x 14 10 18 SLX-1815-A-GR ............ 18x 15 12x 12 9 18 SLX-1921-A-GR f ............ 19x21 14x 18 10-1/2 18 SLX-2017-A-GR ............ 20x 17 14x 14 10-1/2 18 SLX-2019-A-GR ............ 20x 19 14x 16 10-1/2 18 Sl.X-2217-A-GR ............ 22x 17 16x 14 10-112 18 SLX-2219·A-GR ............ 22x 19 16x 16 10-1/2 18 Sl.X-2222-A-GR ............ 22x22 16x 19 10-1/2 18 Sl.X-2225-A-GR ............ 22x25 16x22 10-1/2 18 Sl.X-2231 ·A-GR ............ 22x31 16x28 10-112 18 • Sl.X-2233-A-GR ············ 22x33 16x28 10-1/2 18 Sl.XD-2217-A-GR 22x 17 16x 14 12 I 18 ............ I Sl.XD-2219-A-GR ............ 22x 19 16x 16 12 18 Sl.XD-2222-A-GR ............ 22x22 16x 19 12 18 Sl.XD-2225-A-GR ............ 22x25 16x22 12 18 Sl.XD-2231-A-GR ............ 22x31 16x28 12 18 • Sl.XD-2233-A-GR ............ 22x33 16x28 12 18 12 "'.)enotes 2·,.,, side flange· JUST SINKS ARE COMPATIBLE WITH SOLID SURFACE TOPS. ,;Ji "" ,,';, ;} .;,. Model No. DLX-1829-A-GR ------0D----- 4" 4" [ f j[~-J I.D. I.D. ~1111· '[ _f T SPECIFICATIONS Type 304, 18·8 stainless steel. Interior and top sur- faces polished to Fully-Blended Just Finish. All sinks thoroughly sound deadened. Grip-Rim® Plus self-rimming feature. 18-gauge only. All bowls punched in center to receive our J-35 cup strainer, unless otherwise specified. DOUBLE COMPARTMENT SINKS 0.0." 1.0."" Depth Gauge ......... 18x29 12x 12 9 18 DLX-1933-A-GR=t=+ ......... 19x33 14x 14 10-1/2 18 DLX-2233-A-GR + ......... 22x33 16x 14 10-1/2 18 DLX-2237-A-GR ......... 22x37 16x 16 10-1/2 18 DLX-2243-A-GR ......... 22x43 16x 19 10-1/2 18 DLX-2249-A-GR ......... 22x49 16x22 10-1/2 18 DLX-2261-A-GR ......... 22x61 16x28 10-1/2 18 DLXD-2233-A-GR+ ......... 22x33 16x 14 12 18 DLXD-2237-A-GR . ........ 22x37 16x 16 12 18 DLXD-2243-A-GR .. ....... 22x43 16x 19 12 18 DLXD-2249-A-GR . ........ 22x49 16x22 12 18 DLXD-2261-A-GR .......... 22x61 16x28 12 18 + Models have 1 • 1/8' partition. • 0 D -Over-all dimensions •• 1 D -Inside dimensions Dimensions shown in inches . First dimension-front to back . Second d1mens1on-left to right. =j: Indicates 3-1/2' faucet ledge. Most models on this page are available 1n separate mounting rim slyle. On such models over-all dimensions are automatically re- duced 1" in length and 1" in width. Omit "GR" suffix when ordering. Rim must be ordered separately. Cl1) =· Fittings can be furnished at additional cost with: ' • 1020 1.6 G.P.M. Stedi-flo. • For Control-A-Flo use the suffix 245 after the model no. • E26-5 ¾ G.P.M. spout outlet in lieu of E3 aerator. • Vandal resistance feature. • Stops and supplies, see page 26. ., Alternate handles, spouts or spout outlets, see pages 61-72. No. 785-E3. Hi-Lite Quaturn fit- ting with No. 317-4" wrist blade handles with No. GN-1A-E3 rigid/swing convertible goose- neck spout with No. E3 Softflo aerator. --- No. 786-WC. Same as No. 786 but with swivel valve body connectors on 12" centers. For wheel chair lavatories. Also available with E3 Softflo aerator. No. 894-317. Hi-Lite Quaturn fit- ting with No. 317-4" wrist blade handles. No. GN-1A-E3 rigid/ swing convertible gooseneck spout and No. E3 Softflo aerator with 1¼" pop-up waste. No. 327. P. o .. Plug with 1 ¼" tail- piec'e. Non-removable strainer and cast spud. 1½" O.D. tail~ piece available at addi_tional cost. • hospital fittings e Inlets bored to take ¼" I.P.S. taJlpiece or~:~ e Color coded handles. •· Wide spread valve bodies for lavatory ware thickness up to 1¼" . " Wide spreads on 8" centers. " Center sets 2¼" inlet shanks on 4" centers. e Ouaturn units. " 3 G.P.M. Softflo aerator. No. 786. Hi-Lite Quaturn fitting with No. 317-4" wrist blade han- dles. No. GN-2B-E4 rigid/swing convertible gooseneck spout with No. E4 rose spray. No. 786-E3. Same as No. 786 except with No. E3 Softflo aerator. No. 795-E3-317. High-Lite Quatum fitting with rigid goose neck spout with No. E3 Softflo aerator and No. 317-4" wrist blade handles, with 1¼" pop-up waste. J No. 895-317. Hi-Lite Quaturn fit- ting with No. 31·7..:4" wrist blade .handles. No. GN-1A-E3 rigid/ swing convertible gooseneck spout and No. E3 Softflo aerator. No. 105-317. Combination lava- tory fitting with gooseneck spout with No. E3 Sotflo aerator and No. 317 handles. Available with either 5½" or 6" center to center. 32 > , 9ooseneck spouts 5~ Outlet Information All gooseneck, swinging spouts and vacuum breaker spouts shown on pages 64, 65 and 66 have a standardized inlet connection to faucet body and are interchangeable on any body regularly furnished with any of these spouts. Gooseneck spouts are regularly furnished with plain outlet. They can also be furnished with two types of outlet adapters at additional cost. Type A outlet adapter with 13/1511-24 fine male thread outlet to take Group A spout ends, such as No. E3 Softflo, E2 ¾" hose end, etc. Add suffix A to spout number, such as GN-1A, GN-2A, to indicate spout with this adapter. Type B outlet adapter with 3/e" straight I.P.S. female outlet to take Group B spout ends, such as No. E4 rose spray and No. E7 laboratory hose nozzle. Add suffix B to spout number, such as GN-1B, GN-2B, to indicate spout with this adapter. Inlet Information Gooseneck spouts are furnished with rigid/swing convertible spout joint on inlet. Gooseneck spouts are furnished in polished chromium plate. 11¼ 57/s .:.-, 8----+I 61/s j GN-1. 11/15" O.D. short goose- neck spout with plain outlet. · • GN-2. 11/15" O.D. tall gooseneck spout with plain outlet. GN-8. 11;15" O.D. tall gooseneck spout; with plain outlet and 8" diameter bend. GN-1A. Same as GN-1 except with outlet to take Group A spqu~ ends.: GN-2A. Same as GN-2 except with outlet to take Group A spout ends. GN-BA. Same as GN-8 except with outlet to take Group A spout ends. GN-8B. Same as GN-8 except ,-. GN-1B. Same as GN-1" except with outlet adapter to tal<e Group ·s spout ends. ., GN-2B. Same as GN-2 except with outlet adapter to take Group B spout ends. with outlet adapter to take 64 Group B spout ends. ~r .• -,. ---------------f -.:--~--"' · .. -. \. SINGLE-COMPARTMENT SINKS Model No. 0.0.'" 1.0. ** Depth Gauge SLX-1617-A-GR ............ 16x 17 10x 14 10 18 SLX-1815-A-GR ············ 18x 15 12x 12 9 18 SLX-1921-A-GR f ............ 19x21 14x 18 10-1/2 18 SLX-2017-A-GR ............ 20x 17 14x 14 10-1/2 18 SLX-2019-A-GR ............ 20x 19 14x 16 10-1/2 18 SLX-2217-A-GR ............ 22x 17 16x 14 10-1/2 18 SLX-2219-A-GR ............ 22x 19 16x 16 10-1/2 18 SLX-2222-A-GR ............ 22x22 16x 19 10-1/2 18 SLX-2225-A-GR ············ 22x25 16x22 10-1/2 18 SLX-2231-A-GR ............ 22x31 16x28 10-1/2 18 • SLX-2233-A-GR ............ 22x33 16x28 10-1/2 18 SLXD-2217-A-GR ............ 22x 17 16x 14 12 18 SLXD-2219-A-GR ............ 22x 19 16x 16 12 18 SLX0-2222-A-GR ............ 22x22 16x 19 12 18 SLXD-2225-A-GR ............ 22x25 16x22 12 18 SLX0-2231-A-GR ............ 22x31 16x 28 12 18 • SLX0-2233-A-GR ............ 22x33 I 16x28 12 18 12 • Denotes ;:_ . " side flange - JUST SINKS ARE COMPATIBLE WITH SOLID SURFACE TOPS. ::;-:-.... , ::c,-.. , ,,..., :Jr,•<" 1---.-.... , .... ---,1,-.-.. -.... -, .... --.. 1 .. -, ·,, ·-'' _,' ·'. _J Model No. DLX-1829-A-GR 5-8 ~ i -00 4" 4" It -t,-0-0-0-'+• I OD ~ -e-·: 4 .. -, ; . ! ; l'h"~ ~l½" [ :± j[ '==?"" J 1.0. ----I.D.-__ ____, l-1 •1t· SPECIFICATIONS Type 304, 18-8 stainless steel. Interior and top sur- faces polished to Fully-Blended Just Finish. All sinks thoroughly sound deadened. Grip-Rim® Plus self-rimming feature. 18-gauge only. All bowls punched in center to receive our J-35 cup strainer, unless otherwise specified. DOUBLE COMPARTMENT SINKS 0.0.* 1.0.** Depth Gauge . ........ 18x29 12x 12 9 18 DLX-1933-A-GR=t=+ ......... 19x33 14x 14 10-1/2 18 DLX-2233-A-GR + ......... 22x33 16x 14 10-1/2 18 DLX-2237-A-GR ......... 22x37 16x 16 10-1/2 18 DLX-2243-A-GR ......... 22x43 16x 19 10-1/2 18 DLX-2249-A-GR ......... 22x49 16x22 10-1/2 18 DLX-2261-A-GR ......... 22x61 16x28 10-1/2 18 DLXD-2233-A-GR+ ......... 22x33 16x 14 12 18 DLXD-2237-A-GR . ........ 22x37 16x 16 12 18 DLXD-2243-A-GR ......... 22x43 16x 19 12 18 DLXD-2249-A-GR . ........ 22x49 16x22 12 18 DLXD-2261-A-GR . ........ 22x61 16x28 12 18 + Models have 1-1/8' partition. • 0 D -Over-all dimensions .. I D -Inside dimensions Dimensions shown in Inches . First d1mens1on-front to back . Second dimension-left to right. T I nd1cates 3-1 /2' faucet ledge. Most models on this page are available in separate mounting rim style. On such models over-all dimensions are automatically re- duced 1" in length and 1" in width. Omit "GR" suffix when ordering. Rim must be ordered separately. e , ., Fittings can be furnished at additional cost with: ' • 1020 1.6 G.P.M. Stedi-flo. • For Control-A-Flo use the suffix 245 after the model no. o E26-5 ¾ G.P.M. spout outlet in lieu of E3 aerator. • Vandal resistance feature. • Stops and supplies, see page 26. • Alternate handles, spouts or spout outlets, see pages 61-72. No. 785-E3. Hi-Lite Quaturn fit- ting with No.317-4"wristblade handles with No. GN-1A-E3 rigid/swing convertible goose- neck spout with No. E3 Softflo aerator. No. 786-WC. Same as No. 786 but with swivel valve body connectors on 12" centers. For wheel chair lavatories. Also available with E3 Softflo aerator: No. 894-317. Hi-Lite Quaturn fit- ting with No. 317-4" wrist blade handles. No. GN-1A-E3 rigid/ swing convertible gooseneck spout and No. E3 Softflo aerator with 1¼" pop-up waste.· No. 327. P. 0. Plug with 1 ¼" tail- piec'e. Non-r~movable strainer and cast spud. 1 ½" O.D. tail- piece available at additional cost. .: ec Inlets bored to take ¼" I.P. S. tailpiece or slip ½" O.D. tubing. ., Color coded handles. " Wide spread valve bodies for lavatory ware thickness up to1¼". ., Wide spreads on 8" centers. • Center sets 2¼" inlet shanks on 4" centers . ., Ouaturn units. • 3 G.P.M. Softflo aerator. No. 786. Hi-Lite Quaturn fitting with No. 317-4" wrist blade han- dles. No. GN-28-E4 rigid/swing convertible gooseneck spout with No. E4 rose spray. No. 786-E3. Same as No. 786 except with No. E3 Softflo aerator. if(· .. rj ~I~ . ,,, j <S, No. 795-E3·317. High-Lite Quaturn fitting with rigid goose neck spout with No. E3 Softflo aerator and No. 317·4" wrist blade handles, with 1¼" pop-up waste. -1 1 No. 895-317. Hi-Lite Quaturn fit- ting with No. 31·7..:4" wrist blade .handles. No. GN-1A-E3 rigid/ swing convertible gooseneck spout and No. E3 Softflo aerator. No. 105-317. Combination lava- tory fitting with gooseneck spout with No. E3 Sotflo aerator and No. 317 handles. Available with either 5½" or 6" center to center. ~:_ \· I I ! 32 ', I' !I ,, I' 11 r. i1 ,I I' 11 I 1, ,I 11 l ~ DAYTON -BAR SINKS .:, ·:~-... ·-·..:::·· . .;-1,_ •• .<·-r, , . ~,-:·~ ~ ..... '. . DAYTON DP2·1-1515-C-. -Illustrated 2~ l1s y-10 l!--======111· -J Bowl Depth is'5'/a" ~-_>;-:-:-;;-:-;: '--DAYTON ..• ·::-~. -:·.:, .. ,;-_. ".,-· ,D-1'1719 Illustrated Bowl Depth is E _t:::~~;~-=~:t~::-: . ., -·.:·3,~--; ~·, .:~-..... ~~:. "\, ·:: .. ::;-;· .... ·-:._, ·.., __ ., -, -:~:·.--.-~_~f:.-:~·t.-~:~·-:.~_~: DAYTON 0-11315 Illustrated Bowl Depth IS 5'/a'' e KINGSFORD by DAYTON KP2-11515-C Illustrated I ~ l1s IC .J K.•11515 Illustrated Cutout In DIMENSIONS IN INCHES Counlertop No.ol Model 0 ... 11 lnalde 1'h" Redlua 1"4'' Dia. Number Size Each Com rtment Comers Faucet Holn L w L w D ·.» L w DEP2-11515-C 15 15 12 10 I 51/e 1431, 1431a 2 DE-11515 15 15 12 10 51/a Wla 1431, 1 or 2 DEP2-11515·C bar sink is furnished with: (1) DE-11515 bar sink. (1) LKA-2479-8. Gooseneck bar faucet with aerator. Overall height, 8 inches. (1) D-5018A. Dram fitting with basket strainer. DE-11515 Is smk less faucet and strainer. Ship. Wt. . Lbs. 7 4½ Note: 2 faucet holes standard unless otherwise specified. Dram opening size Is 2 mches. Sink bowl is fully sound deadened. . :._ . ;~ ·\ . DIMENSIONS IN'INCHES 1• Cutout In•. , ... -._ -, :-. • ·eounlerto~ · No.•oh Ship..: Model Number , Overall lnala 1'h'''Radlua,-1v.~·D1a; Wt:,.: Size Each Com rtmenl Com.,., Faucet, . l:baa. , 1--,._....;;.;-a..B--i--aC=.,..._--D-=-'i""'"'-E=--+--L.."""',;.;.;;.;--'N!-.--t. ~ f-- DP2-11515-C 15 15 12 10 51/a Wla 143/a 2 DP2·11515·C bar sink is furnished.with: (1) D-11515 bar sink. (1) LKA-2479•8, Gooseneck bar faucet with aerator. Overall height, 8 inches. (1) D·5018A. Drain fitting with basket strainer . 7 Nole: 2 faucet holes standard unless otherwise specified. Drain opening size is 2 inches • Sink bowl is fully sound deadened. D-11515* 15 15 12 10 51/a 1431, 1431, 1 or 2 4½ D-11516 15 15 12 10 51/a 143/a 143/a 1 or 2 4½ *Nole: Model D-11515 dram opening size Is 2 inches. Model D-11516 drain opening size Is 3½ inches. Both models are fully sound deadened. Two faucet holes are standard unless otherwise specified. j D6-11515 I 15 I 15 I 12 I 10 I 51/a I W/a I WI, 1 1 or 2 I 26 "D6"-Prefix means sinks are packed 6 units per shipping carton. Sink bowls are sound deadened on bottom only. Note: 2 faucet holes standard unless otherwise specified. Drain opening size Is 2 inches. D-11719 D-11721 17 19 14 14 17 21¼ 14 15¾ 61/a 6½ 163/a 183/a 163/a 20% 3 3 Note: Dram opening size Is 3½ inches. Sink bowl is fully sound deadened. No Faucet Ledge Cutout In No. of DIMENSIONS IN INCHES Counlertop 1'/," Dia. Model Overall lnolda 1W' RadlUI Faucet Number Size Each Comoartmant Corner• Holes L I w L I w I 0 L I w D-11315 13 I 15 10 I 12 I 51/a 123/a I 143/a None Note: Drain opening size Is 2 inches. Sink bowl Is fully sound deadened. DIMENSIONS IN INCHES Model Overall lnolda Number Size Each Com artment L w L KP2-11515-C 15 I 15 I 12 KP2-11515-C bar sink Is lurnished with: (1) K-11515 bar sink. w 0 10 5'!, Cutout In Countertop No.of 1'h" RadlUI 1¼" Dia. Faucet Comero Holes L w 1431, 1431a 2 (1) LKA-2479-8. Gooseneck bar faucet with aerator. Overall height. 8 inches. (1) 0•5018A. Drain lIttmg with basket strainer K-11515 ,s sink less faucet and strainer 8 9 Ship. WL Lb1. 4½ Ship. WL LbL 7 I K-11515 I 15 I 15 I 12 I 10 I 51/a I 1431, ! 143/a I 1 or 2 I 4½ K-11515 sink Is fully sound deadened. Note: K-11515 dram opening size Is 2 inches. 2 faucet holes are stanaard unless otherwise spec1f1ed. IKB-11515 I 15 I 15 I 12 I 10 I 51/, i 14'/, I WI, I 1 or2 I 26 "K6"-Pref1x means sinks are packed 6 unns per snipping carton. Drain opening 1s 2 inches K6wl1515 sink IS sound oeadened on bottom only Note: 2 faucet holes stanoaro unless otherwise specified L 1s lenoth le1t to right W 1s width rront to oack D 1s oowl oeoth (- 1 ··/ SPEClt1ICATION SUBMITTAL ,H®, ~-I ,, PRICE PFISTER, INC.® 13500 Paxton Street. P.O. Box 4518 . PROJECT; __________ _ Paooima, California 91333-4518 (818) 896-1141, Telex 67-3390- IllJlLDER/ DEVfl~LOPER: -----·-·· MECHANT<:AL BUILDING CONTRACTOR: --- CONTRACTOR: _____ ---ARCHITECT: _____ .---- PLUMBER;_-------------WHOLESALER:, _________ _ 71-421 H'i'I -ti8 -. •, 71 s~:RIES-Vl!;J{VE(~) & WINDSORQl) HANDLE~ BAU 11'AUCl'~TS -COMPRt~8SION TYPE MOU.1!:L NUMJU<~R 4" Centers, Ya" Threaded Shanks ---·----·-. --- 0 71-411 Tubular gooseneck 1;1pout. flo-rator anct Metal Verve handles -· ---------------- D 71 ·42 l Above with Flo-Down aerator -·----- U 71-428 Tubular gooseneck spout, Fia9 Down aerator and Acrylic Windsor handles ------- Above available ill Polished Chrome Only. H71 ~ERIES-WINDSOR IIANULl~S W Al;HERLESS BAR FAUCETS 4" Centers, 1/z" Threaded Shanks, Tubular Gooseneck Spout & Decorative Fla.oown<l'l Aerator --- _D H71-428:-With Acrylic Wind_~dl~s __ _ ·---·--- Above not available in Polished Chrome. Add .. N'' after last digit of catalog number for Antique Bronze finish. Add "P" atter last digit of catalog n1.m1ber for Polished Brass finish. Price Pfister products are designed ana manufactured In compliance with the following !ilandiirds: • "FEDERAL SPEClF!CA TIONS" WWP-541 Plumbing FiX1ures • "AMERICAN NATIONAL Si ANDARD" AN51A11Z.18,M 1979 Fixtures & i=luugh Bra"" ritling3 • "UNIFORM PLUMBING CODE" Sponsored by the International Asoociation 01 Plumbing & Mechanical Otticiala • "CALIFORNIA ENERGY COMMISSION" 3.0 G,P.M. (JIJ ao P.$.1. rtow Pr~,auro Materials uBSd in ?rice Pfister products are as follows: • Bra~ Hotl-ASTM B 1(5 Alh.>y 11380 • Cast Brass-ASTM 8-145 j5A) r.nA #844 • Zinc-ASTM Di., C<iat Zinc H7 (ZAMAC #7) PAGE sua 72 , ·· SHOWERS AND SHOWER I BATHS WI ~- 1l·' ~ f I 1 . . ti-, '1 . · . . ,, I •. .. -~,) · If·· ' r-.· ·Note, may not meet minimum size requirements in some cities. Check local codes. ·-· ,,. ··-~ . Also available: 2 piece see page 21. Model 2PC 3o-NEO. FLORENTINE™ SHOWERS WITH INTEGRAL SEAT Note: Model 48-JW has center drain. Model 60-JW has offset drain location ~. I.A.P.M.O. Listed One piece, gel-coated fiberglass V. shower stalls with molded seat r NAILING and soap dish. Seat may be (Fi'i;======FL=A=N=G=E== ordered on left or right side. ; ,',i -r . Model 48-3W l Dimensions: 48"x36"x74" ~1i------D-----'"" Model60-3W i Dimensions: 60"x36"x74" -, n6 1, , .. Model A \1,"imum rr.mun~ Dm1l•n-.11m B Cl•nil'r t•I Or,un hi \\',111 C D111•r Opl•mn~ D Shtm,l•r Width Ii 48-JW 481/4" 24" Call 48" ; 60-JW 601,r· 16" mfg. 60" I ; 74" :w 48-3W May alJ;o be ordered I , : , , / '-~ I Two Piece ~----~~l-------L--------' , .l e:j ~=;;;;::;'f;;;;;;;=~ i--B~ l',. •" \ SUBFLOOR FLORENTINE TM SHOWERS 3WMODELS: *32-3W 32"x36"x74" t36-3W 36"x36"x74" t42-3W 42"x36"x74" t54-3W 54" x36"x74" Model 32-3W 36-3W 42-3W 54-3W A Mil,umum Framing Dimension 32¼" 36¼" 42¼" 54¼" f-16¾" B C D Center Door Shower of Dram to Wall Openmg Width 16" 32" 18" Call 36" 21" mfg. 42" 27" 54" One piece, gel-coated fiberglass shower stalls for recessed installation. Dimension C is being changed on some models. Do not order door before taking d1mens1on off your unit at job site. •Note: Model 32-3W may not meet mimmumsize requirements t ~ I.A.P.M.O. Listed i--o--:'t r-35½"--j in some cities. Check local codes. r----. / .. "-I / = 35½" I .. . .. j : [7 NAILING ~1, FLANGE~: I I I I ~tfli~~~ , 1 )f( --, D!Mr:l:.: J.::;:Lj;;;:/;;;·~· ·;;:· ~:>~---~/i~a:i--.- l--c-l 8" 7/11, T ,_ ·1 FLORENTINE TM NEOSHOWER MODEL 36-NEO One piece, gel-coated fiberglass shower stall with central door opening. No soap dish. Dimensions: 37½ "x37½ "x73½ "* ~ I.A.P.M.O. Listed " I - 1''7T 'i ! M~ .. I ,;,' 1 661/?'' STUD I LINE "": I i I I I I I I I i t t SUBFLOOR/ FLORENTINE rM NEOSHOWER MODEL 38-NEO I ' ' I i One piece, gel-coated fiberglass shower stall with molded soap dish. 16 Shower drains accept standard 2" l.P.S. pipe. See page 23 for installation instructions. Ca/ors: See Page 24. FLO RESTO NE® ( (' ( __ F-SH--l tl(JMOEN® MOEN SPECIFIER SERVICES Moen Incorporated 377 Woodland Ave., Elyria, Ohio 44038 ...__.. 1-800-321-8809 Ext. 2158 SPECIFICATIONS For POSI-TEMIP® Shower Faucet Model 2352 Tub/Shower Valve With H/A/F • Chrome Finish The shower valve Is as Ingle control, knob style handle, pressure balanolng, four port, 1 /2" o~. cycle valve. The face plate Is metal construction. The handle knob and bezel are molded frorn clear acrylic material. The shower arm has 1/2'' IPS male threads and ts brass construction. The :ihower head Is composed of a brass ball, brass shell and a mineral resistant plastic stream former. It Is limited to 2.5 gpm maximum discharge, regardless of line pressure. The valve Is designed to operate by rotating the handle counterclockwise, from OFF at s o'clock, through 270 degrees of arc (passing first through COLD at 3 o'clock, then through a blend of hot and ambient water) until the maximum HOT setting is reached, at the 9 o'olock position. Th;1 valve is shut off by turning the handle in a clockwise direction. All functional parts subject to wear are within the cartridge and can be replaced as a sln11Ie unit without disconnecting the faucet from the fixture or the water supply lines. · The cartridge ls constructed of nonmetallic and stainless steel materials to be more resiiitant to harsh water conditions. ihe cartridge is capable of correcting any reversed piping errors, s nd can accommodate back-to-back installations. The faucet has an adjustable temperature limit stop, designed to Jlmlt the handle travel Int~ e HOT direction, to comply with local codes or individual user requirements. The pressure balancing mechanism will maintain the selected discharge temperature to .. /. 2° F during $upply Une pressure fluctuations, and reduce the discharge flow to a trickle should a failure ocou( in either supply line. This valve is third party certified by CSA to meet the following: CSA B-125, ASME A112.18.1 M (Finished and Flough Btass), ASSE 1016 (Shower Valvee, AnH-Scald) and Federal Speolffoatlon WW-P-5t[ 1 /70. ·._...-The faucet is warranted for two years against materials and manufacturing defects. MODEL 2352 Pressure Balanehig Cycling Valve With Knob Handle and H/A/F WALL LIN!: ......... :, ,. ·-13/18" MAX. WALL : ..... FACE OF STU0 NOTE: 13/16" is the maximum finished wall thickness. Specify part number 98858 Extension Klt for finished walls up to 1 • 1 S/1611 thick ... as well as faucet modal number. 7• SHOWER front View o--;-_-,-.:: ...... J ESCUTCHEON :: : I i HANOLI: TI;MPERATURE J/ ~' i 6.~ .. SCREW LIMlf STOP , ! I ill ~ ~ ~~ ·P· J·--· -· i~ · : r ! • ll-flt ./ ' ' I I 1 KEY . ,· . COMBINATION; 1 HANDLE KNOB STOP / . MODELS 32" ' ; COVE!R HANDLE PLASTER '. ; 1 GAC1UND FLOCR .. ,, .. . , '· ·, ~~ I . i SHOWE;F\ I 45"/48" I l . t .. . . . CRITICAL DIMENSIONS (DO NOT SCALE:) PROJECT· ---LOCATON:-----------~ CONTACT:.~--------------------~-.--PROJEeT NUMBER:---------- ._,.. FIRM: ..... ·-·~---·-.. ~ .... CODE:-------- STREET:------------------------------------------ CITY:-------~----------·-STATE:---------ZIP:---------,. PHONE:(--) FAX:(--- MF-1730-10/24/91 o, 19~, t.lOEN INCOlll'OnAT(;D PRINTED IN U.S.A. / .. • ·f " ) SHOWERS AND SHOWER I BATHS ! " ., r· I . ,, .. ?1 I / ·• ~ ,: .,,, : l I,{, . . . ~ ·Note: may not meet minimum size requirements 1 /(' '1,:' ',t ~ .. ' in some cities. Check local codes. ·.;. . -~-~ Also ,wai/ab/e: 2 piece see page 21. Model 2PC 3o-NEO. Note: Model 48-JW has center dram. FLORENTINE™ SHOWERS WITH INTEGRAL SEAT Model 60-JW has oitset drain location One piece, gel-coated fiberglass shower stalls with molded seat f§. I.A.P.M.O. Listed ,-, r~L~~l~f and soap dish. Seat may be ordered on left or right side. Modei 48-3W Dimensions: 48"x36"x74" Model 60-3W Dimensions: 60"x36"x74" A \f,1,1mum f-r,1mm~ Model 01nwn.,111n 48-3W 48¼" 60-JW 60¼" FLORENTINE TM SHOWERS B C,:nll'r 111 Dr,tm tu\\',1II 24" 16" ', J;t;:====!====== : fT : l f f-lt------D'---~,.i I I I I I I I -[/), .. Ii I C Do,.1r Orl.'mn~ 0 Shlu,l'r \\'1d1h 3WMODELS: *32-3W 32"x36"x74" t36-3W 36"x36"x74" t42-3W 42"x36"x74" t54-3W 54"x36"x74" ': 74•• A Maximum Frammg Model Dimension 32-3W 32¼" 36-3W 36¾" 42-3W 42¼" 54-3W 54¼" B C Center Door of Drain to Wall Opening 16" 18" Call 21" mfg. 27" D Shower Width 32" 36" 42" 54" One piece, gel-coated fiberglass shower stalls for recessed installation. Dimension C 1s being changed on some models. Do not order door before taking dimension off your umt at job site. 'Note: Model 32-3W may not meet minimum size requirements t !§ I.A.P.M.O. Listed in some cities. Check local codes. r--·-. , , ." I /, 35½" I .. , ., j MAXIMUM ' 'f __ ffiAMmG \ /', , r DIMr: 6,; ~L$/~-~-~-~::;;;;"~--~1/~a:i--.-- l--c-l FLORENTINE TM NEOSHOWER MODEL 36-NEO One piece, gel-coated fiberglass shower stall with central door opening. No soap dish. NAILIN FLANG I I G ~ E..., I I I I ' - f§. I.A.P.M.0. Listed , I/ 1/11/' -1 I _, -1 I l~.p 66½" STUD I LINE "'; 51/," t SUBFLOOR/ FLORENTINE fM NEOSHOWER MODEL 38-NEO ! I i 16 Shower drains accept standard 2" I.P.S. pipe. See page 23 for installation instructions. Colors: See Page 24. FLO RESTO NE® ( ( JUL J.e:J -:,;:: e:Jl. ; ::STl""f'l f'lOEN LR5 VEGFl5 Ii P-9{-~ t)OMOEN® MOEN SPECIFIER SERVICES Moen Incorporated sn Woodland Ave., Elyria, Ohio 44035 ..._, 1-800-321-8809 Ext, 2, 58 SPECIFICATIONS For POSI-TEMIP® Shower Faucet Model 2352 Tub/Shower Valve With H/A/F • Chrome Finish The showerva.lve Is a.single control, knob style handle, pressurebalanolng, four port, 1/2" Ct~. cycle valve. The face plate Is metal construction. The handle knob and bezel are molded frorn clear acrylic material. The shower arm has 1 /2" JPS male threads and Is brass construction. The 11hower head Is composed of a brass ball, brass shell and a mineral resistant plastic stream .former. It Is limited to 2.5 gpm maximum discharge, regardless of line pressure. The valve Is designed to operate by rotating the handle counterclockwlse, from OFF at 6 o'clock, through 270 degrees of arc (passing first through COLD at 3 o'clock, then through a blend of hot arid ambient water) until the maximum HOT setting is reached, at the 9 o'clock position. Th :1 valve is.shut off by turning the handle in a clockwise direction. All functional parts subject to wear are within the cartrrdge and can be replaced as a slnole unit without disconnecting the faucet from the fixture or the water supply lines. The cartridge Is constructed of nonmetallic and stainless steel materials to be more resii:tant to harsh water conditions. The cartridge is capable of correcting any reversed piping errors, s nd can accommodate back-to-back installations. The faucet has an adjustable temperature limit stop, designed to limit the handle travel Int~ e HOT dire_ction, tc comply with local codes or Individual user requirements. The pressure balancing mechanism will maintain the selected discharge temperature to •. /-2~ F during supply line pressure fluctuations, and reduce the discharge flow to a trickle should a failure occur in either supply line. This valve is third party certified by CSA to meet the following: CSA B-125, ASME A112 18.1 M (Finished and Flough Brass), ASS!: 1016 (Shower Valves, Anti-Scald) and Federal Specification WW-P-5;( 1 /7c . .._.., The faucet is warranted for two years against materials and manufacturing defects. NOTE: 13/16" is the maximum finished wall thiokness. Specify part numbe.r 96858 Extension Kit for finished walls up to 1 • 13/16" thick ... as well as faucet rnodal number. 7• SHOWEFI Er,on.t View CRITICAL DIMENSIONS (DO NOT SCALI:) FLOCR Sigg~ MODEL 2352 Pressure Balanehig Cycling Valve With Knob Handle and H/A/F I . 1 SHOWEFI ; 45"/48'' l .1 . . . . . PROJECT· ---LOCAT ON; ___________ _ CONTACT: .•. ----------------------~-.---PROJECT NUMBER:---------- ._,. FIRM: .. ,., __ ,,._ .. ~ .... CODE:-------- STREET:----------------------------------------- CITY: --------------------·-STATE:---------ZIP:---------.: PHONE.:·(-) ---FAX:(--- MF-1730-10/24/1!1 "19~1 M0£N ul!CO!ll'Onl\T(;D PRINlEO IN U.S.11. CONSERVATIONIST. UlM-I SUBCHAMBER" ,,. Gas Residential Water Heater All Dimensions in Inches Natural Gas Height Height BTU Gal./Hr.* Approx. Model Gal. Vent Plus Less Input Recovery Ship Wt. No. Cap. Size Diverter Diverter Diameter Per Hr. 90° Rise (Lbs.) PGCS-30 30 3 43½ 45 18¼ 30,000 32.3 122 PGCS-40 40 3 54 5511/is 18¼ 32,000 34.9 133 PGCS-50 50 3 57¼ 595.As 203/,s 40,000 43.1 170 PGCS-65 65 4 59 59% 21¾ 50,000 53.9 207 *Recovery capacities are based on DOE Method of Test (90° Rise). Note: To compensate for the effects of high altitude areas above 2,000 feet, recovery capacity should be reduced approximately 4% for each 1,000 feet above sea level. LIMITED WARRANTY OUTLINE If the tank should leak any time during the warranty period, then A.O. Smith will furnish a replacement heater; installation, labor, handling and local delivery extra. Standard warranty is for 5 years; an optional 10 year warranty is available at additional cost. When used commercially, warranty is for 1 year. For complete information, consult the written warranty or A.O. Smith Water Products Company. Top View 1-0"-I o{}o D ~ CE All Fittings ¾": C = Inlet D = Outlet E = Drain Valve Opening F = Relief Valve Opening A 0. Smith Corp .. 1987 . .. All models exceed efficiency requirements set fo~h by: H.U.D., 8.O.C.A. Code, ASHRAE 90A-1980 (1982 requirements) and state codes reflecting the same requirements. *ENERGY SAVING FEATURES Factory-installed inlet/outlet nipples. Factory-installed temperature and pressure relief valve. * Diffuser dip tube provides maximum useable hot water with lower inputs and lower operating costs. Tank-mounted, screw-in anodes protect against corrosive water elements for longer tank life. Anodes are of magnesium or aluminum, depending on geographic area. Glass lining fused to steel on water side of chamber and tank. * Gradually restricted flue outlet maximizes thermal efficiency and fuel conservation. * Advanced, In-shot burner heats entire surface of combustion chamber for maximum heating efficiency. * Thick fiberglass insulation dams around flue, burner access opening, and thermostat to retain foam. * Air-tight foam insulation surrounds tank. Non-metallic condensate evaporator collects corrosive condensate from combustion chamber and dissipates it on a continuous basis. * Patentedt tube type combustion chamber with combustion chamber baffle that prevents heat from escaping directly up the flue, thereby increasing stand-by efficiencies. * Ball-type, non-metallic drain valve provides full flow capacity. Easy to use lighter rod. tPatent No. 4,301,772 Printed in U.S.A. ) r ,~ ) ) ~ I ! I I I , ~\ STAINLESS STEEL or BRONZE CONSTRUCTION -FLANGE, UNION or SWEAT-MOUNT (M3/H) 2 3 4 5 6 7 8 9 10 35 ,---'---'--......___..____._ _ _.__.....___. _ _._ _ _.__--, STAINLESS STEEL: Inlet cone, bearing plate and bearing retainers, rotor can, rotor cladding, shaft retainer, impeller (UP25, 26, &43), and pump housing (volute) on UP15-18 SU/SF, UP15-42 SU/SF, and UP25-64 SU/SF models. -25 ai ~ Cl 20 uJ ::c g 15 f-10 5 5 10 15 UP26-96BF, UP26-99BF & UP43-75BF MODEL A UP15-1 BSU & UP15-42SU 6 UP15-18SF & UP15-42SF 6½ UP15-18B5 & UP15-42B5 5 UP25-64SU 6 UP25-64SF 6½ UP26-96BF 6½ UP26-99BF 6½ UP43-75BF 8½ (D UP 26-99 BF ® UP 43-75 BF @ UP 26-96 BF © UP 25-64 SU & SF ® UP 15-42 85 © UP 15-42 SU & SF ® UP 15-18 85 @ UP 15-18 SU & SF NOTE: Performance shown ,s for 115V models. 230V models will vary slightly. 20 25 30 35 40 45 CAPACITY (GPM) UP15-18SF, UP15-42SF &UP25-64SF B C D 5½s 4 37As 5¼ 4 43As 4 1 ½s 4 3½ 5 13As 57/e 4 6% 5½s 4 3Ae 6% 51/1e 41/e 6% 5½e 41/e 6 1½e 5 3Ae 4¾ 50 10 9 8 7 4 3 2 ALUMINUM: Volute retainer and stator housing. ALUMINUM OXIDE CERAMIC: Shaft and upper and lower radial bearings. METAL IMPREGNATED CARBON: Thrust bearing. EP (Ethylene Propylene Rubber): O-ring and gaskets. BRONZE: Pump housing (volute) for UP15-18B5, UP15-42B5, UP26-96BF, UP26-99BF, and UP43-75BF. PES COMPOSITE, 30% Glass Filled: Impeller (UP15). Noryl®: Terminal box. Noryl'" is a registered trademark of General Electric Company. : ... -' ---= ."4,2 See CLOSED SYSTEMS pumps. UP15·18SU, UP15·42SU & UP25-64SU UP15-18B5 & UP15-42B5 SHIPPING E F<D CONNECTION TYPE AND SIZE WT. (LBS.) 3¼ -UNION-1 ¼" NPSM 5 3¼ 3%2 FLANGE-(2) ½" dia. bolt holes 5¾ 3¼ -SWEAT-½" 5¾ 3½ -UNION-1 ¼"NPSM 9¾ 3½ 3%2 FLANGE-(2) ½" dia. bolt holes 10 3½ 3%2 FLANGE-(2) ½" dia. bolt holes 11 ¾ 3½ 3%2 FLANGE-(2) ½" dia. bolt holes 12½ .. 35/e 3 7Aa FLANGE-(2) ½" dia. bolt holes 14¼ NOTES: All dimensions are in inches. <D "F" dimension is the flange bolt centerline to centerline . . .,. 1=1 : -~ r i-l f -, l -l _.....,_ -.,. ...-.& ,.--••• MODEL VOLTS AMPS WATTS HP RPM CAPACITOR MODEL VOLTS AMPS WATTS HP RPM CAPACITOR UP15-18SU & SF 115 .74 85 ½5 2050 10MF/180V UP25-64SU & SF 115 1.55 180 ½2 2750 8MF/180V 230 .40 90 ½5 2150 2MF/400V 230 .76 170 ½2 2950 2.5MF/380V ·---UP15-18B5 115 .74 85 ½5 2050 10MF/180V UP26-96BF 115 1.77 205 ½2 2450 10MF/160V 230 .40 90 ½5 2150 2MF/400V 230 .90 205 1/12 2550 2.5MF/380V UP15-42SU & SF 115 .74 85 ½5 1750 10MF/180V UP26-99BF 115 2.18 245 1/s 3000 10MF/160V 230 .41 95 ½5 1900 2MF/400V 230 1.07 245 1/s 3150 2.5MF/380V UP15-42B5 115 .74 85 ½5 1750 10MF/180V UP43-75BF 115 1.96 225 1/s 3150 10MF/160V 230 .41 95 ½s 1900 2MF/400V 230 .96 220 1/e 3200 2.5MF/380V NOTE: All open system models are single speed.