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9609-007 (3&4)`LICENSED CONTRACTOR DECLARATION "<. I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and C\I w Professionals Code, and my License is in full force and effect. p =) ch License # Lic. Class Exp. Date LA W _ r- A1C) ( I0. i y � Z P,Date ��+�—.Signature of Contractor � j:: OWNER-BUILDER DECLARAYION/ W LU I hereby affirm under penalty of perjury that I am exempt from the Contractor's U) License Law for the following reason: Z_ ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). C'') () I am exempt under Section , B&P.C. for this reason LO N Date Signature of Owner . ON rn Q WORKER'S COMPENSATION DECLARATION p (r I hereby affirm under penalty of perjury one of the following declarations: Lo H O O 1 have and will maintain a certificate of consent to self -insure for workers' X w �L- compensation, as provided for by Section 3700 of the Labor Code, for the m� JQ performance of the work for which this permit is issued. Q U I have and will maintain workers' compensation insurance, as required by O U Q Sec 'on 3700 of the Labor Code, for the performance of the work for which this Ii � Z permit is issued. My workers' compensation insurance carrier. & policy no. are: Cartier Policy No. ao � �O (This section need not be completed if the permit valuation is for $100.00,or less). ( ) I certify that in the performance of the work for which this permit is. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if 1'•should become subject to the v{orkers' compensation provisions of Section 3700 of,the,Labor Code, I small f6 h�wiit comply with those w provisions Date: f� -Applicants Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to. enter upon the above-mentioned property for inspection purposes " w Signature (Owner/Agent) " � " ". • r _ � Date . 7���i� C " PERMIT # CONTROL # BUILDING PERMIT 1)(009 AM3 94 9 DATE VALUATION , LOT TRCT JOB SITE ADDRESS %�_ 1)!. WASH"A" CONST :5l 111A G a, I v APN OWNER CONTRACTOR / DESIGNER '/ f 1SA 11"RU !' f:;'t1?V; HUN,C) jENGINEER ."i011 --b 1A R h_ LAS d1. NO �i 041 i.itlLiULAS x3150 10.11E VI1.IX €'A 0io6I 1tt,)SEVILL.1 CA 06551 r'! ti 'r 7°�. fi0ti0 916 VA -006 t'M.P USE OF PERMIT ): IAXt A f I IVI`Z'S I -$ 'CYPY h I XAC i (A)N IZi k RUC I ION #1, "r'l.i3V 64. V )RC )"'ATiO 6S1UotlU 8 ($ARAG.Vt ALRPt?'RT 176.00 3F iES'1°iNIrl U,U) C:DS`ii O1' +LON,%'l RUC`ll1016%, 466.0.29.20 PU1346111''F FIE, SUMMARY COWS3'f T C"T[ON(ITE lot -OW -118 -OW $1,9Z4:OO PLAN Cf1ECK IT W,CRA3JWA ` DIM' 1014)0-42140 �1iti.Uti M,1'+;C4TI2.IC"A1,,FIX 1.0140420-M S4:RF+.Sd. nLt>iMr3INC`. I; 101-000.14119.000 $547.00 S' ON() NAM 1 ON, ITIli - n,tID .101 -OW -241-0010 $1fi.fsQ C&r11:}W lila 10.1-000-�2-t)L`i) "t�,w, IN4* RAM,I l 3113 ��3i 22,540-443-342 ;16,000.00 Af; f IN PIRILIC }'RUFF =, itL"SIM 701.0001255430 $9;.5.07 Sl ig-TOTAL COMMUMON AND PLAN CITECK $11,920.76 f -SS PRF -PAN.) FES $0.00 RECEIPT DATE BY l6 Vv0' DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wail Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL PP OVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines 7 Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral / 6 Pool Cover Sewer Connection Encapsulation Gas Piping , Gas Test Appliances Final COMMENTS.: ' ' ` Final.. Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) a s CITY OF LA QUINTA f„o,r,L BUILDING & SAFETY DEPARTMENT 777-7012 U INSPECTION RE�(Q�UES�rLINE, �UiNTA 777-71b Owner U.S.A PROPERTIES L � 0 4 1996'. Contractor U.S.A PROPERTIES r'NANCE nFP- _ y Permit Number POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES 50-701 WASHINGTONPEW-AIR JOB ADDRESS TYPE E UNITS 1-8 TYPE OF INSPECTION DATE INSP. FOUNDATION & SETBACK ' FOOTING STEEL MAIN GROUND SYSTEM GROUND PLUMBING / (i PRE-GUNITE _ DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEE IGN�D CONCRETE SLAB JOISTS & GIRDERS ELECTRICAL GROUND WORK // % 9[, L OT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED ROUGH ELECTRIC ROUGH PLUMBING ROUGH GAS & GAS TEST HEATING & VENT- A/C FIREPLACE ` ROOF BOND BEAM O.K. TO WRAP GROUT ❑ 4' ❑ 8' FRAMING INSULATION PRE -ROOF COVER NO WORK UNTIL ABOV HA$ BEEN-SIGNFW DRYWALL INTERIOR EXTERIOR LATH POOL PRE PLASTER POO NCE & GATE EWE EPTIC TANK FINALS ELECTRICAL 4111171 PLUMBING FINAL GAS TEST P- `TING - A/C 'E NUMBERS JOB COMPLETED TEMP POWER ABOVE APPROVALS DO NOT INCLUDE RIGHT TO 1/96 TURN ON UTILITIES OR OCCUPY BUILDING i(Certificate. Occupancy City of La Quinta Building and Safety Department � ov+°O This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, -this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: 50-70.1 WASHINGTON ST.. A-12 Use Classification: MFD Bldg. Permit No.: 9609-007 Occupancy Group: R-1 Type of Construction: VN Land Use Zone: CN Owner of Building: USA PROPERTIES Address: 2200 B DOUGLAS # 150 City: ROSEVILLE, CA. 96551 ''°� By: PELLETIER Date: 6-30-97 Building Official POST IN A CONSPICUOUS PLACE Desert Sands Unified School District 82-879. Highway 111 Notice: Indio, CA 92201 Document Cannot Be Duplicated, 619-775-3500 CERTIFICATE OF COMPLIANCE Date 9/10/96 APN # 769-030-040/047 No.. 14837 Jurisdiction La Quinta Owner.NameUSA Properties Fund Permit # No. 50701 Street Washington Street Log # City La Quinta zip 92253. : Study Area 118 Tract# Lot # Square Footage 97,560 Type. of Development Multi -Family Residence = No. of Units 17 Comments x76016; -Bldg G @7888; Bldg H,@3008; Bldg I @6016; Bldg D @3944; Bldg'K @6016; Bldg L @6016; Bldg M @6008; Bldg N @3944; Bldg O @6016; Bldg P @7888; Bldg Q 86016; At the present time, the Desert Sands Unified School. District does not collect fees .on garages/carports, covered patios/walkways, residential additions under 500 square feet, , detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees atthia time due to the •following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.84 X 971560 : ` ' or $179,510.40 the.property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. - Fees Paid By cc/Sacramento Commercial Bank Telephone 916-773-6060 Name on the check By Dr. Carol.McGrew , Administrator in Charge Fee collected /exempted by Pauline Pearson ` ; Payment Received $179,510.40 Check No. 58931 Signature ��' a, �o�A-Ml A b A!ln . Collector: Attach a copy of county or city plan check application form to district copy for allwaivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy -:Accounting - Desert Sands Unified School District Notice: 82-879 Highway 111• Document Cannot Be,Duplicated Indio, CA 92201 619-775-3500 _ - CERTIFICATE OF COMPLIANCE Date 9/10/96 APN # 769-030-040/047 No. 14837 Jurisdiction La:Quinta Owner NameUSA Properties Fund Permit # No. 50701 Street Washington, Street . Log # city La Quinta zip. 92253 Study Area 118 Tract # Lot #` Square Footage 97,560 Type of Development Multi -Family Residence No. of Units 17 Comments Bldg g g ; Bldg g ; Bldg @6016; Bldg G @7888; Bldg H @3008; Bldg I @6016; Bldg D @3944; Bldg K @6016; Bldg L @6016; Bldg M @6008 Bldg N @3944; Bldg O @6016; Bldg P @7888; Bldg Q @6016; .At the present time,, the Desert 'Sands. Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under, 500 square feet, detached accessory structures or, replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE 'This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.84 x 97,560 or $179,510.40 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. a 'i Fees Paid By cc/Sacramento Commercial Bank d Telephone x916-773-6060 Name on the check By Dr. Carol McGrew 4=, �. Administrator in Charge R �`'. Fee collected /exempted by Pauline Pearson Payment Received $179,510.40 Check No. 58931 ' Signature\ ` �t ► 1M o �� Collector: Attach a copy of county or city.plan check application form to district copy for all waivers. Embossed Original- Building Dept:/Applicant Copy Applicant/Receipt Copy'- Accounting N t "*. Fax Ifromy 916773 5866r �.j �'° +4 "`'`'r. 11/12/96 ' 14:33 - Pg:" } •' j -1-.1.4-1, 4 -b '1.: 3SPP.1 " F OPri v�; l P�:O�'EPt I c� `S 916 7.; = S SEs, s ... + P. S, Nov -14-96 10;42A Alexander Schefl'a" 8! Assoc 209' 548 .1258 , _" - 'p. 02 ` Y. r. ALEXANRER SCHEIa LO # _ �. f •. r and ASSOCIATES, Inc. 1, r+,T 7�� �,� r ,)•� C0t : U � NG ii: r�i �}N 1'CAL Et'+: ; i i`-LrRS �. r • , < -. � `t. i - a' ' V: -0. UQX 4:03 STW*K1311, a9 �• 1 ' 52C, ! 1 � e• . _ `+ ... +' c J. r. r. , n 1 • t y I � <�� r'). 1 ' ! ,., ' q � _ �. ' A' t Octb(iber 25 1996•'1 ;. + • r rq t,j ./'_I . arf A•,f tM 1' r a r.i'a .• a • �, r US'A,PROPERTiES FUND INC 220t1 -B DOUGLAS BLVD-STE1,50_ , ' � t )' ROSEVII.LE;th .95661 j �' •} : �< ; t, a •,�I, t •1 •S'1 'Attention: Art !VL[�y..•« '�,� a L• -t °r� 't •3 •ti , � r ..w ,�`} .`� f" ' .'' r Refere'&. JTerracina Apartments --La Quints Sewer Cleanout* L, � ,�• r a� I:r �. 1. 'M � .�i' ,1, •)�{t. -�Mfa '' � _ •a � �. Art, ^ _ < f ! i �' x r ' •� s + 'w9f { ,.. J. ,•. , + � .- .•.' -� •� ,e �. t -r i i -l1 r. Ir .. '� ! J 0 • ^ T ' .r'Teru conversation, Jim•'Bi6om at,RCR Plut- 64" ne has ,nc'.,cated t tat he+deviated from the - t" ' ,construction docuri erns and.put cleariouts on'the sewer line'at the'etitrance 6f the building and at the , "la�� fury of the.east`apanment unit per the attache 8 1r2 •Njt 1.dravvir gs.,:The.btiildiri; ctwpartment has j. a` rAtluested}a'iet#fir frr�tn'rry 'indisatin that tl�e,de� ia`tiorris)o1cay-and'in-com-pliance'with the UPC.. �T4ie,n:f*mt P!itaniing Code'indicat�s that cle�nouts•must 'pr�aided'rir, e�ertr 100'-0" and at the end u ,�• ,t e , Qh.-anouls-'abiotr�itkia Qt# "ioriz lntal,drain•hncslcss that '-4"-in i n th, rt,,,.x,F Y ,il Sk t w '�.'ra { 1 t .. {, } aT .a • I, f i t' T c _ i 2t"ar r w<r•F�f� a r r a T ♦ 3l':f"�.�5 _!1 ••`�'t� • _ k .. y2,, s7' t+ t!� l i •"la! y .i /' A Gy. ,• , A , >�. !• _ '• r � -f �i`�. � 4 (- L�'` •',�t t3 ti'4i I,°I�'a £btf�"i' t'k1S _ `'~ f#S' T �lti'ti`aSr,r�- ' Fy :t i +i* t r?3i1 C i cda5i: t t! 9n � ot` tip �•►. a 1 {K • _ { a '.ri 1. + yi ,�k." < kr� a.•.. iLt� {Y,Yn '/ %µt1S•CtfL theAi§,tl i t�nLi t � YV ri ti ii� )l �� + Isn't{• + �C j .1` � -'t` `�`" ' tii ;tcmrrya#iv_n the deuiwt'ic►n me thett'i�f the UFC. S� � j .� ., S , � alt.:. " � ... • �. h A � � �� -. .. Z ICY' •< F 2*�\!.. ',• • _ ,� +i] . 1 r � 1�. It'}eau have any question:; pt: cl�iTy msing tite above, olease-fiC4l rre:e to) C411. ) Sincerely, Mr •^. rl. .. .. w., •�{I'1���7. V�' Y r"Sf 1i. r ta+ `a '.� r �r � { ' , ' •� - f /'?i,4itch Schetlo, P. r i _ '., . °a• •! �� .,► ,, :..�. , �, {t •' ;mechanical Engineer 'ALEXA'NDER-SCHEFf_Q AND A'SSCiCtATES. INC. a'+' i ", t ` . t 't+ r.A,(Jf4 ; -.• '� t r j+� 1 •.F',,y. ,, ' ' a ; s ! . !' •` i } ' } ' r • 1�' '.. a It ./ 'rri , r'1' • lu^y3ady �,r) i - }i i _ s .. - ..,' . L. • ,. ,� �, «� .d�—r {'6��1_`fr t } { � -_ �r �-- •. • w •...1•i �'` � �' .f i r• 1�'t. -,t a •r t AtlaGlrli•IVj�]]t'ir' a a f'' ' As Stat��.'cl:''Ab:r VlC- •.1 � 3'r '.�` * •' i � 1 T 1, ,•+' � + '7;1.7A�1 ,• �'. '+P-" ,`' 49, f ,.. ,. r '... `{ _ - •ti, 1- ,+cG;a.Ft1C .• � sic r• + .+ 1 . r ) t ki < '^r r , ` ,..f. !. a .. , - r _ r . 1 _ L 'T 't •s •} •l 'f. , .. ,. *' `4' • r r. 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'a + -.L37 r... w.rM r. .... •r MLA4.�1 + , ..�! •,; a. l 1 •a-•� • .7 "1rL�,, lrt t 1*4-1 spy f } %.'1�•l��lrt+i� Fax from 916-773 5866 _ 't y: t 11/12/96 14:33 Jq : 4 t '1 'I-14-19Ei G,. 4: 'SPH ; FFUP1 USA,PJ OPER.'TIES' x1'6,77 ;,;5 5f�; 1' i P.,4 l,:av - 14 - 46 710 42A A`l expandev- the f I cy ,3t Assoc ' 2173 948 1258 P.03 NUV -U6`-M M, Ug' ti ! <tt�A 't,% i Nit,..', !'iii: sr�., ; � ' y., h FInT�li44� _�.li �•� (1.14�q � ft ^ Fr U? ` ' � ,•1 1 .3 e � , . t �, <,• : { r �t—__ CORY ��..,, ' . -1• ; . - , ` 5 1J4 +. { 4—•'--..•. ' _ _ ' •�-.•x6',,,1 I/�" t , ..� �r MIN Ar . • f _ 1' Y •' a � • • f •, a .� �1 t►'?.e�gy� _ _„ .y [/'Y _ r L, I � t r, � •. ` ' • � 1 ' , � 1 . 1 } 1.. t ��,, (4yi1Yj --"" dd}}II • � �, ..r iit. i ' . � • w } L0 0 , STORY T "CAL YM LL + iL' •t r 1• 't• .�.• s .1 1t.: 't `�� f 'R_ to Fe: '�f '~ " ` • to g i � r •- ' 1. _ • • + � � } � � 1 t Aol Js 1 ' �. 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' .� ,.1°s �i• J :X` 1 Nary ,w r,.r:.j.,..;�' '`°�`' : _ • • � : ,' ' ,- r �T't�. •. ••Y• is � 'V• �'-- �� N' � N� '�'�. �,' s' 1:x9 • ,.r • � v r,• J s #411 Alk Uj + y``le y �} • j` �� ,4 •t • , 11,\ 4 .f- wry! . � r �.t . h� " ,po Y - «.•r�••.yj..`.. '4,''.}~:r.. a. .. °-- .:';``c#'." ` `- r ;,.-�..i.��'°Yw i f 461•.. Jbr'." ,- ~: •`� V4. .• ' ; JA! Peers:..=. -.r / t P+•,,;��- �{ ` ,,,'✓� - f °�, �• uNI t� moi' t' r t'Jr Q r V iYii��:�i�1 �i'w 3� t 7� V1(� 'vQ-AON+ ..City ot.La ulnta Developers Project Approvals Form Prior to the issuance of Building Permits for (11.6) SFA/Apartments and (1) common Pool House (see. attached sequence- sheet) at "Villas .at La Quinta" Apartments, USA Properties Fund .as contractor, the following Departmental clearances must be.obtained. . Please return completed form to the Building and Safety Department at your earliest convenience oto expedite the permit process: Planning and Development Department , Pla bmitted . 4,- LL - Date ,. eg r l; Associate Pla (sis,—� �fiu c�„rrap,� (8iei �j Date p� SPS) ; • . ` . . of .(.� 51�f, d'�,fio'Y- < Engine _rmg;Department Steve Speer, S for Engineer Date Building and, Safety Department. Mark Harold, Building and Safety Department Manager Date Health Department Date Fire Department ' Date E” E V E F Schools Fees Paid ' Date F OCT m 2 1996 ]D CITY OF LAQUINTA PLANNING DEPARTMENT Jun -'07-.:96 03:34P Alexander Scheflo,, & ,Assoc' 209 -948 1258 P.03 �H SeriesHorizontal Heatin Coolin S stems HYDRoHEA-T,9 s Y `Heating Capacities 20,000-44,000 Evaporator (Cooling Coil) Available in 1'/z, Z or 2'/z Ton Capacities The H Series is desig�ned for the builder who has o need for overhead installation, above dropped or firred•down ceilings. This unit is the most economical answer fo applications such as apartments, townhouses, motels, etc. i l• Check these Quality Features Textured, white enamel service panel and r r louvered return grille. • Heating coils with copper tubes and F. wr aluminum fins. " w *'Circulator pump with stainless'steel or plastic impeller and bronze housing. Pump relay and blower relay. t=Multi speed direct drive blower/motor assembly. a 4 Matched r, • 115/24 volt transformer. o • Zinc coated steel cabinet housing. - Components = ` _` . • Copper sweat connections for heating coil Apollo self cleaning' and cooling coil. . ' r water heaters are desiggned for use with • Full coverage condensate drain pan. IS - - . the Apollo air handler' Primary & Secondary drains. systems •' Service/isolation valves for pump. HydroSwirl Super 5050 HydroSwid 5050 Direct Vent 5050 , t 657L Efficient 76 o Efficient 76Y. Efficient 4.` Ten-year Limited Warranty on Heating Coil. t' LLJ •Five-year, Limited Warranty on Evaporator i9�. �`. Coil. §N� One-year limited.Warranty on Parts0 .. r :.r:. , .} • All models are listed under one or more of sam' S` -"°""° s' "the organizations shown. ' • Models available for ducted returns. .. �. Oka PHY&00 CO_ohng `. Cumberland Street. Ashland Gty. TN 31015 A DIVISION Of STATE INDUSTRIES, ASHLAND CITY, TN - Jun -07-96 03:34P Alexander Scheflo & Assoc 209 948 1258 ifications P.04 Model Nom.Ittp- C�app eNH' ' Nom.-Clp. LLi�p BTUH" Nom. CFM Blower Motor HP Pump Motor HP EIeC • Char. Rated -: AMPS ~MbL Clri:uit Ampafdty Water Cann. 1.0. Suppty Duct Conn. Shlp. WL LDs. R-22 LL SL K2418.1GS 24,000 18,000.1. 600 % As As 115v60 1 11 15v-60.1 i 5.5 15 15 A° 'A'_ 28 x 6'/. 28 x 6'/. 75 85 i 'b I % i % % F,2824 -IGS 1 28,000 24,000 1 800 /3 1+3230-1GS� 32,000 30,000 1,000 A /zs 1115v-60-1 I 5.5 15 1A" 28 x 6'/. 85 % I % •3 GPM. NOM CFM. 65°F entering ou temp •'Nom coolmg ® 45° suction temp., 80°DB. 67`WB return oar. toed CFM H-2418 AIRFLOW vs EXTERNAL STATIC PRESSURE 2 U. U 0.1 0.15 ' 0.2 0.25 0.3 0.35 0.4 0.45 0.5 ESP —f HIGH SPEED -+- LOW SPEED 35 30 N R v = W 25 U) ML t20 15 4 CAPACITY vs AIRFLOW vs EWT H-2824/3230 1100 AIRFLOW vs EXTERNAL STATIC PRESSURE 1000 900 u. 800 U 700 600 500 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 ESP -W HIGH SPEED -+-MEDIUM SPEED -SIE LOW SPEED CAPACITY vs AIRFLOW vs EWT CFM ENTERING WATER TEMPERATURE -1-130 4-140 --*-150 -$-160 -W170 WATER CONNECTIONS 24 �. BACK PANEL \ A BOTTOM. LEFT CORNER FILTER MILE AND $ERVICEPANEI � YY(u��4TT+UtrAGEoda+EcmN \ `QQWWCotNECTXYI \ LL e--/CONDEI$A • SL K2418 35 36'= ' t 25 F4282t , ►s,1z�o � �'< I ' 600 650 700 750 800 850 900 950 1000 CFM ENTERING WATER TEMPERATURE -11111-1130 -+-140 -*1150 $160 -W170 Airflow/entering water temperature combinations that result in operation in the white area of the graph will result in air temperature rise of 35° or more. Systems that operate in the lightly shaded area will have temperature rises of 30°•351. Operation in the dark gray portion will result in a temperature rise of less than 301. DUCTED RETURNS H -Series units are available for applications requir- ing ducted returns. A "D" in the model number ex: H -2418D-1 GS indicates that the unit is built with a b'/a" x 28" flange for the return plenum. A textured ceiling panel is provided for service access. In keeping with our policy of continuous product improvement we reserve the right to make changes without prior notice. Air Handler/Water Heater Sizing The air handler's heating capability must equal or exceed the (ACOA Method J) heat loss of the structure. The water heater should be a minimum of 40 gallon capacity. The water heater's input (BTUH) must equal or exceed the capacity of the air handler's heating coil, when divided by the recovery efficiency of the water heater. Assistance in sizing can be obtained from your Apollo Distributor. In addition, the Apollo Systems Handbook which includes installation and operation information, can be found under the "Installation Information" tob of the Apollo Catalog. Form H15-5-92 .Q6/,10/1996 10:33 9165671460 PAGE 01 RIOXTHERMALLYPROTECIEDRECESSED HOUSING. Ul. WOdfOr ,< fgLww ar arrwal, bsfalation where Lrstdation Is kept a mf116nten of 3" from hoLc*V. : y coreucf m Funhhed with pre-In9h7led BHS ocWable bon hangers. A4UIable ����� ?% 'socket mounfb,g pk7fe. Listed for Damp Locations and Avough - '� `3`> : k &artcn Circuit. t]epth. 71/1 Diameter b j4': CO&W opwftl bW May atso be ordered with BH3 B bar hers, specffy R I 0X18W. {;(,,{:_ y' 4'ill � Rf CLQ REMODEL CLIP5, set of row. Used k) remodel oppicof o s y' ' � .:: Y' '�' t A, •1 . when BH5 bar hangers hove been removed. HOlds housing to COOV. :..,..:' :' prevents It from rlsbV when Mtn k inserted from below. PR%.S: ? ,,. r PR751CX THER&MLLYPROTECIED HOUSING. U.L. fkted far tie in dhect ,:�,, ;FarNewaAiwnorM ? Contact wlth thermal faffon for the wtih t,MYts accepting up to 75 6 su waft kvnps. Thetnxy protector wV outomaticaity take ►ornp out of �. -• :� �1 tempan2tu s become excOSSIVO from ovedomping Or L6e Of Service 1f t r `.. :r' •i ' � :wrongCelklQ trim .(as W" Cools. lamp vA re0gh ). Furnished with pre•tutaled BHS adPai� = �'0�- A�toble socket plate. Listed for Damp Mrau�h B► h Circuit Wkb, ` � lr�r' •,a -,r• .'�° LOCotbrsand OnC g• Depth.- 71/2 ": Diameter. 6A-- Casing operft. 631a-. May OW be ordered wfth BH3 bar hangers, 1pechY PR751CX/BH3. '' �: R��C41' ��• , °farde6Cifptlonsee above. 1..t.� PRl00 !CX . ` PRifDO CX THERMALLY PROTECTED RECESSED HOUSING. U.L. Med for ,use In dbvct concoct wtth fherrrnal btsuk7lbn. Forwe wtih Mn is Coneucaon } t�'acc�epttng up to 100 watt kvnps. Thermal protects vrtii •, `- asy coke Damp out of seMce K temperatures become •, : �✓- . , ;�, eXGesstve from Overk7mpbng or the Of wrong CBling 1M1 (a5 fbfttlre coots. lamp wfY refight). Fwtb'h red wfth pre instatied BHS ad/ustaWe b w hangers. Ad)Lztable Socket plote..LLsted tar Domp Locatfns and i�" RyOugh-Branch ClrcuttWking. Depth, 73/4":Cafflh opeNng. 63M r• For use hi 2- x e"Jo(st corufructlan.' :�•�`..t "e -, �t�ls;ti'.:r'?'•,:'if�":::=:�.i,,-, tit r t_..:_.:� ..'. �1..� .. . ; :; ^;' `f:•rR�X { t1.� ,' R9XSHAL.LOWIHERMALLYPROrECTEDHOUSING.9rnkir10RIOX 5... ter.'•,'.: Far M—orfilrnoad: ;:'.above, but designed for butcWatbM *1711 vertical clearance ''' ;y .�'.'Oar�6uclJo►t AAI,,. ":restrtchom. Fits 2'x 6'/01st corsfructlon: Furnished with pre-installed OcAstabie bar hangers. Depth. 5314": Diameter. 6114 ,�, ::: }c O�Q63/a•••' ' ' t For dascAoWn see above. C IRtOX '. tmIOXTHERMALLYPIdOTFCIEDREMODtUNGHOUSING. Fortast ssed Or mechanlcaf CeTQngs. Pre wbed. for RWnadA&V i ;" tvla8atlon in exlstlnp rece LDiameter. 61 _ - �,_,.•�7 ,..•. ,. +�'1� Listed rnDampLor�-•�Y's. �/�": /8": ',�,;,''.j. •`t..': t,�4,�`'% Cellingopenfr, ; ;";i•..,�i�i-�:! `, ,,,. � � Jam.• �, • ►f' ` E<O�f < Ly 7 REMODEUNG HOUSING FOR 'lotion in exlstIng ceMngs where ,act with lnouyng. For use with tmsri ;.i• �-� ' ` +, ./ ,i "� J .. r lamps. Pre-wbed. Listed for Damp Locotlors- f} 6 ria Cerlfrtg openkV. 6114 ' I `i 1 ,.. { , , „ RR'9X::_ •: t ;;�: RR9X THERMALLY PROTEC FED REMODELING HOUSING. For fast t'forplrrrwddrtp jam• �., Ystcrsanon in existing recused or mect onica ce111ngs els 2-x b)Obt t: I CollfMuctfon. Pro VWW Listed forDOmp Locattoru. Depth. 53A !^'-j >. �7r•• i�CXTTeter. 61/b Ceiii V opening. 6114 3 1 4 @6/.10/1996 10: 33' 9165671460- `' PAGE 02 F Round Lens Downpohting. Gotham - W Example: LGF 2MDTT 7RW T73120 Fluorescent Nominal Catalog Aperture Awabarl Wattage/Lamp Dimensions 1n. (cm) w R"rmed_wn;c. Sp).r' . .. LUSeries LGF 2/13TT 7RW M. (2) 13w twin tube c 1-7/16 (11111.21 _ ll LGF zg3DTT 7RW 173 (2) 13W double twin -tube T 1.611 121.91 w 16.1116(38"31 L 15-7/6 (40.3) White Splay Stepped BeHls - 'LGF 21 TT 7RW T73 (2) 18W double twin tube LGF DT7RW T73 12126W double twin -tube ( LGF 2A3TT 9RW T73 (2113W twin -tube C :- -314124.71 1 LGF 2A30TT 9RW T73 (2113w double twin -tube w 19-1/4126,A) .) L to t�s.e1 H -LGF 2/ GM 9RW T73.(2)18W double twin-tube- Fresnel Of L) ; • lj. �: LGF ?MUTT MW M .(2126W double twin -tube t LGF ZMDTT 9RW T73 h) 22W double twin tube A 9.1116 (33.01 9-3/4124.7) `\`•; �. � - LGF MOTT 9RW T73 (2l 28W double twin -tube' T 10-1/4 (29.43) W 17-3/161&3.71 , _ _ ' L 194.5.91 N 9.,/19 (I S.41 ' : S1Depp•d 6lraek 8NM � '. , _ ° .., Holophane Control Lens (CHI)A LGF Z/13T7 7SB T73 (2) 13W twin -tube 7.71111o8.91 C9.1/1(20.1) } '.: LGF V130TT 7SB T73 .(2) 13W double twin -tube It T &6110171-8) w Is•,n1I36.3) L 19.712(40.3) . N B•tro (15.8) LGF 2/1BDTT 7SB T73 (2) 18W double twin -tube ' LGF Z46DTT 7SB T73 (2) 26W double twin -tube Drop Opal (DOL, 9° only) 'A LGF VI TT 9SB T73 (2)'13W twin -tube 9-1116 (23.01 C 9-3/4124.71 T 10•(/4(21.4) LGF V13DTT 9SB T73 . (2) 13W double twin -tube w 7 -ane (43.7) :.�:. ��� �� , ,• - �. •1•t�:.l`si..,:,;..-.:�� . - i 18146.0) H 9.111, (16.91 n LGF 2/18011"T.9S101 T73 (2) -16W double twin -tube LGF Z/26DTT 9SB T73 (2) 26W double twin -tube y' ' LGF MOTT 9SB T73 (2) 22W double twin -tube' c 9-1116(23.0) Tempered Prismatic (T73) ' LGF MDTT 9SB M 1212M double twin -tube' T 10.114 (26.6) w 17 -VIS (43.7) - L 11146-e1 . ` a M 9-1/16116-4) - - ' Features NOTES: - 1 Lenses:- Catalog numbers aho+n ■m for Corning Tempered Prismatic 17731. To oMer Concave Nolophsne Froanel IFR), or (avansole In 9 only) Drop OMI (170U lure. substitute desired lens designation In - ' LGF 212BOTT 71tW rR Die-cast aluminum socket housing with place of T73 In catalog number Example' place 2 Aroepta Philips 15mm lamp for cold +eather applications (lamp atartlng temperature: -20' F). 3 Dimensions: A - Aperture. C - Ceiling Opening. T - Overlap Trim, W - Width, L - Length. HHe19hL heat -dissipating fins and Vented top. IMPORTANT: Voltage 1120.277, 747) must be specltled. Exsmplr. LGF 2/13TT YAW T77 110 For options and accessories. aN page 142. Two -pin, positive -latch the rmoplestic ' sockets in a double -lamp configuration. t``�{ Expendable, self-locking mounting bars - provide horizontal and vertical adjustment. Thermal protector. I. , Round Lens Through -wire junction box. Class P, thermally -protected, high power - factor ballast(s) mounted to J -box. __ _ '- < m — UL listed for through -branch wiring, recessed mounting and wet locations. Zt CSA certification for shipment to Canada. J - 126 IITHONIA IlGHTING 3 1 4 Q6/10/1996 10: 33 916.5671460 PAGE 03 Downllghtlne 6" INSTA-LITE Universal Housing � " - - • For residential or light commercial applications. Rated for direct burial in -IC environments. Offers improved IC lamp position compared Advantage insulation' and Non } to standard can. , Incandescent: Catalog Number' Example: LCIS 6" Rough -ins LCIS +. Will AT, Airtight paskating &eels housing to minimae air flow through rough -in. Complies with WSEC. CSA CSA•labalad for US shipment to Canada. NOM - NOM-laboled tot shipment to Mexico. Use witA 5 Series or t Series . Maximum Wattages ApplWatlon Standard package: 8 - 7SW A18IPAR3o ICWeight: 12 1ha ISA ko) • - '`• - Nominsl aperture: a 115.21 ,'• 106W Ria IC Calling opening: 6-7s 417 S1 „At 1aA19 Non -IC 0WHeight:7-1/ltil. n LC6 1SOW R4QtPAR38 , Non -IC t t Features 6" INSTA-LITE Economy/Shallow Housing Injection -molded thermoplastic frame and For economy or shallow applications. Fits in 2x5 construction. Rated for direct J -box. burial in insulation. • -. -� _' Duel -access, hinged junction box doors with molded Romex clamps, pre -attached poke- Catalog Number' "Example.- LCP AT' i home wire connectors and easy -to -remove pry -outs. LCP ATO ` - M Factory -installed, captive bar hangers span more then 24', include double -barbed, 3/4- recessed nailers and integral T -bar notch/ tabs- LCP AT Airtight gasketing seals housing to minimize air flow through rough -in. Approved for all ceiling types except air Complies with WSEC. handling plenums. , CSA CSA -labeled for US shipment to Canada • NOM NOM -labeled for shipment to Mexico Aluminum housing is 7-1/2- (LC6) or 5-1/2 (LCPltall. Adjustment slots in can accommo r 1 - date ceiling thicknesses up to 3-. E.":: usewkhCSeries trims. t t c A euon Standard packs99: 5• 1 Socket clips to reflector to ensure proper Meaimum wanage pp�ic N 12 15.4 kg) and consistent lamp alignment, Shipped with 7swA19/PAR3o Ic om;nul eparttua: 8115.21. porcelain socket inverted and clipped- to. top ~' 100 R30 - +. IC ' - Calling opening: 6.718117 51 ;'1, ,p • .. - Height•..5-1/2 04'W - of housing to protect from overspray in ac- cordance with NEC 110-12c: -- Cut -line on pan allows installation from be l ;.I _• low in remodeling applications. t `? (30.5) i Thermally -protected in accordance with I ri NEC Article 410-65C and 1.11-1571. I - UL listed. CSA certified. NOM labeled. 1235) _ , - t NOTES: ae r p 1 t 1 5 11..j.. _ -• 1 Order rough -In and trim parstely. 2 varies with trim. See o+oaa 94-99- . _ ,, _ f �6 6-7� ri• . 7 Vorlea with trim. SN pagan 96'99. 417.5) All dimensions are InChea Icentimeterel. gp r LITHONIA LIGHTING 1 06/.10/1996 10:33 9165671460 PAGE 04 Dommillgiftlin, open Reflector r Gotham 1 Example: AF 1/19TT BAR 120 Nominal Catalog - Fluorescent Aperture IfoalDerl Wettage/Lamp Oimensions In.(cm)2 �op"mooed"�_..._..... . AFSerres AF Is 6AR I1) 9W twin -tube A 6-1114(15.9) w 10-wa (3.7) .. AF 1111i I I OAK _ (1) 13W tvAn-tube C 6-7/5117.15) L 15-3Aa440.21 T. 7-1r1om) H a•ttnaii7m AF 1/130TT 6AR (1)13W double twin -tube AF 1/1ODTT 6AR (1) 1I W double twin -tube 91 i Yf'' It AF 1/ffiDTT SAN (1) 26W double twin -tube AF M 6AR (21 9W tWln-tube A 6114115.91 W 16-3115176.6) Atwin-tube F 2AM FAR C 6.716117.5) L 1S.12116140.21 (2)13W r 7-W /4530 H 6 ty16117,01 AF 2/13DTT 6AR (2)13W double twin -tube Reflector AF 2AIDTT 6AR (2)18W double twin -tube AF 2MTT BAR (2) 26W double twin -tube r AF 1Jr OAR (1) 9W twin, -tube A 8120.3) W 1}1/16138.3) C e-615121.91 L 16.716 110.31 FefMuns • AF 1/13TT BAR (1)13W twin -tube T 9-1/5(33.2) H 0-1121AS1 Ventilated die-cast aluminum socket AF 1/13DTT BAN' (11 13W double twin -tube housing. AF 1/180TT BAR (1) 18W double twin -tube Horizontally mounted, two -pin, positive latch OIt AF 1/260TT BAR (1)26W double twin -tube thermoplastic socket(s). v AF 2TT B (219W twin -tube by 321 a1 w T�7�'t7t-3) Expendable, self-locking mounting bars AF VIM OAR (2) 13W twin -tube T 9.1/8(21.21 H S." (16.2) I provide horizontal and vertical adjustment. AF 2/13DTT BAR (2)13W double twin -tube Specular Alzak reflector optically designed AF 2/18DTT OAR (2)1BW double twin -tube for superior brightness control and high AF ZM07T BAR (2) 26W double twin -tube 11 efficiency. (1) 9W twin -tube ^rtA 9.1/46123.11 w 17.3118143.01 AF 1/9TT SAN C 9-314124.7) L 10 (45.8) `) Controlled anodized coating suppresses , " AF 1/13TT 9AR (1) 13W twin -tube T 10114120.01 H 6.13/40 M-4) iridescence. AF 1/130TT 9AR (1) 13W double twin -tube Through -wire junction box. AF 1/180TT 9AR (1)18W double twin -tube 1 Class P, thermally -protected, high power (� It AF 1R110TT 9AR (1) 26W double twin -tube factor ballast(s) mounted to J -box. v AF 21M 9AR (2) gW tWin-tube A :-1/11110111.111 W 17-3/18(43.6) C -314124.71 L 18146.9) Galvenized steel mounting frame. AF ZIM 9AR (2) 13W twin -tube r 10-114 (25.01 H 9-1116 (23.21 li UL listed for through -branch wiring, re- AF 2/13DTT SAN 12113W double twin -tube cessed mounting and damp locations. AF 2/1BDTT SAN (2).18W double twin -tube CSA certification for shipment to Canada. AF 2460TT SAN 1212OW double twin_ tube AF 3/5n l OAR (3) 9W twin -tube A e-614 0435) W 17-1/6 (47.6) C 0-1/4(26. 101 L 18 146.71 11 AF 3/1M 10AR (3) 13W twin -tube T 110.7/5 127.21 H T-115116.11 OAF 3A3DTT 10AR (3) 13W double twin -tube AF 3,/1BDTT 1QAR (31 18W double twin tube AF VMDTT )OAR (3) 26W double twin -tube NOTES 1 Reflector Finishes: Catalog numbers aro Mown for Clear (All) reflector. To order Chempagns Gold (CM). ' Gold 10111, Pewter IMI Specubr Clad (La. 9' and 10- onlyl. Stack Co.. (MC. WA 10.). or black eatbe (sat. WA 101. eubsthute desired finish d..lgnation ,n place of AR in catalog number. Exempt*: AF 2lLeDTT OM. 2 Dimensions: A . Apertwe. C . Calling Op—Ing, T . Ov■rlap Urn. W - Width. L - L■ngth, H - Haight. MPORTANT: Wrap (125.21).141) muat be spadflad. fxample•. AF 2f16DTT 5AP 120 For options .nd aeeaasodaa• see papa 142. - - - (( open fNMeemr 120 LITHONIA LIGHTING 1 r 4 r Pt 1ON 8 + Y 1, ; , W UNDO BUICODE - IC6*0 Eva I'd atio-n 'Service,., Inc. ' 0a, Asubsidiarycorporat►onofthe International •Conference of Buildin EVALUATION REPORT C t Copyright© 1994 ICBG Evaluation Service, Inc. - Officials. Report No. 3433 Filing Category: FIRE -RESISTIVE CONSTRUCTION -Other Fire -resistive Construction (080) GYP -CRETE° UNDERLAYMENTS ` . _ , coverage with Gyp -Crete. Coverage of bonder shall be at the rate of 300 GYP -CRETE CORPORATION square feet per gallon. - 920 HAMEL ROAD "' ` "°" 3. Gyp -Crete 2000 is applied 3/8 inch to 3 inches thick over old concrete HAMEL, MINNESOTA 55340 for leveling purposes. Concrete must be free of oil or grease. The surface I. Subject: Gyp -Crete° Underlayments. ` can be wetted with water 15 minutes prior, or sprayed with the Gyp -Crete ; - latex bonder with 57 percent solids diluted 1:1 with water and allowed to II. Description: A. General: Gyp -Crete and Gyp -Crete 2000 are high- _ :dry prior to coverage with Gyp -Crete. Coverage of bonder shall be at the strength gypsum cements for -nonstructural use with aggregates in pour- rate of 300 square feet per gallon. - . ing crack -resistant, sound -insulating floors: Gyp -Crete and Gyp -Crete 4. Gyp -Crete is'applied 3/4 inch to 3 inches thick over old wood floors -_ `2000 are batch mixed on the job and pumped into place by authorized for leveling purposes with one coat of asphalt emulsion brushed, mopped applicators of the Gyp -Crete Corporation with trained crews. Gyp -Crete or squeegeed to the surface for complete sealing of old wood. The emul- - and Gyp -Crete 2000 shall -have a minimum 2t3 -day compression strength '=' sion is Type SS -1. The emulsion is applied without diluting at the -rate of of 1,000 psi and 1,250 psi and a density of 100 pcf and 115 pcf, respec- . 100 square feet per gallon and must dry two hours, but not more than 24 • tively, when tested in accordance with ASTM C 472. The Gyp -Crete and hours, prior.to Gyp -Crete application. Gyp -Crete 2000 gypsum toppings have a shelf life of six months.•The shelf 5. Gyp -Crete on joists spaced 24 inches on center: Minimum construc- life information is included in the material specification sheet distributed tion consists of 1 inch of Gyp -Crete gypsum cement., over a to all Gyp -Crete Corporation authorized applicators. The mix proportions 19/32 -inch -thick CD -grade plywood subfloor, either butt joint or tongue ' _t shall be as follows: and groove, with Exterior glue, installed in accordance with the code. The Gyp -Crete: ` ti , ' y plywood bears a span index of 40/20 and utilizes the 1 -inch Gyp-Crete.in 80 pounds Gyp -Crete (one bag) lieu of the 25/32 -inch wood strip flooring required by Footnote 6 in Table 2.1 cubic feet of sand '- 6 to 8 gallons of water No..25-SJ-of the -code. ` C. Sound Control: The sound -transmission classification (STC) for the Gyp -Crete 2000:. :.a floor -ceiling assemblies in Figures Nos. 1, 2,3, 4, 5, 6, 7, 8, 9,10,11,12 2.1 Mix design: Mix proportions of 2.1 cubic feet of sand per 80 -pound bag of Gyp -Crete -2000 and 5 to 7 gallons of water. Typical compressive and 13 are a minimum of 50. In Figure No. 1 the Gyp -Crete may be in 1_ , . stalled 1'in'cti thick, and the- /2=lnch resilient channels and fiberglass insu- strengths range from 1,250 psi to 1,606 psi. lation deleted, and still remain a minimum STC rating of 50. The impact - insulation. classification (IIC) for the floor -ceiling assemblies is a mini - 1.8 Mix design: Mix proportions of 1.8 cubic feet of sand per 80 -pound mum of 50, provided the construction is as follows: bag of Gyp -Crete 2000 and 5 to 7 gallons of water. Typical compressive 1.,The assembly:in Figure No. 1 is covered with a 3/8 -inch -thick, 46 - strengths range from .1,600 psi to 2,000 psi. �` r. ounce -per -square -yard foam pad and a 1/2 -inch -thick, 76 -ounce -per - 1.4 Mix design: Mix proportions of 1.4 cubic feet of sand per 80 -pound square -yard carpet. Two and one -half -inch -thick, 1.5 pcf fiberglass insu- - bag of Gyp -Crete 2000 and 5 to 6 gallons of water. Typical compressive lation -may be added to the joist space. strengths range from 2,000 psi to 2,500 psi, 1 2. The assembly in Figure No. 2 is covered with a• 24 -ounce -per - Gyp -Crete 2000 is an acceptable alternate to Gyp -Crete in. all applica- • square -yard foam pad, 0.373 inch thick, and a 60 -ounce -per -square -yard, tions and assemblies covered in this report. _ 0.48 -inch -thick carpet. B. Applicable Uses: 1. Gyp -Crete is applied at a minimum?3/4 inch' ;; thickness over a minimum 19/32 -inch -thick 40/20 four -ply plywood sub- 3. The assembly in Figure.No. 3 is covered with 0.174 -inch -thick, 29.6_ pcf Armstrong Cork Company Quiet Zone II vinyl corlon. floor, either butt joint or tongue and grooved, installed on joists spaced; 4. The assembly in Figure No. -4 is covered with 0.174 -inch -thick, 29.6 maximum of 19.2 inches on center, in accordance with the Uniform Build- pcf Armstrong Cork Company Zone 11 vinyl corlon. ` ing Code. One coat of latex bonder is applied to the subfloor by roller or , . 5. The assembly in figure No. 5 is .covered with 0.65 -inch -thick, sprayer at a coverage of 300 square feet per gallon. The bonder is liquid 91-ounce-per-sq6are-yard jute -backed carpeting or, is covered with latex with 57 percent solids diluted 1:_1 with water. For application over 0.174 -inch -thick, 29.6 pcf Armstrong Cork Company Quiet Zone II vinyl - APA span -rated oriented strand or waferboard, apply latex bonder as spe- corlon. , " cified above. The Gyp -Crete may be considered equivalent to blocked 6. The assembly in Figure No..6 is covered with 0.1 -inch -thick, 0.25 pcf edges required by Footnote 4 in Table No. 25-S.1 of the code. Armstrong Premier Sundial Solarian. 2. Gyp -Crete is applied over precast concrete as 1/2 -inch topping for Iev-, 7. The assembly in Figure No. 7 is covered with a 40 -ounce, 0.25 psf, eling purposes. Concrete with a porosity of 11 r percent (minimum) ab-- . hair jute pad and a World Carpet, Type II -A, Class 1, Commendable Carpet, �. sorption can be wetted with water no more than 15 minutes prior to cover- 0.5 psf. age with Gyp -Crete. If the absorption of the concrete is less than 11 8. The assembly in Figure No. 8 is covered with 0.358 -inch -thick Hartco percent, the concrete must be sprayed with the Gyp -Crete latex bonderfoam the wood parquet, or 0.3067inch-thick Hartco regular wood parquet, with 57 percent solids diluted 1:1 with water and allowed to dry prior-to" riorto" or 0.125 -inch -thick, 22 oz./ft.2 Armstrong Excelon vinyl asbestos tile, or Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. L This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does notpossess lest facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 5 Page 2 of 5 0.085 -inch -thick, 38.9 oz./yd.2 Congoleum Floor -Ever sheet vinyl; or if the R-11 insulation were deleted and the assembly in Figure No. 8 were cov- ered with a 5/16 -inch -thick, 38.9 oz./yd.2 Bigelow Stati-Tuft Weldlok carpet glued direct to surface of Gyp -Crete. 9. The assemblies shown in Figures Nos. 9 and 10 are covered with a 40=ounce hair jute pad and a 0.389 psf carpet applied over the Gyp -Crete cement. Total thickness of the carpet and pad is 0.75 inch. 10. The assembly in Figure No. 11 is covered with 50 -ounce - per -square -yard hair jute pad, 1/2 inch thick, and a World Carpet, Type I I -A, Class I, Commendable Carpet, 0.5 psf. 11. The assemblies in Figures Nos. 12 and 13 have a minimum sound transmission classification (STC) rating of 50 and a minimum impact sound insulation classification (IIC) of 50. D. Alternate One-hour Fire -resistive Construction to Double Wood Floor Assembly Shown in Table No. 43-C (Footnote 14) of the Code: For an alternate to the double wood floor, 5/8 -inch -thick plywood subfloor covered with 3/4 -inch -thick Gyp -Crete, and one coat. of latex bonder applied to the subfloor prior to installation of the Gyp -Crete is acceptable. The latex bonder liquid latex, 57 percent solids diluted 1:1 with water, is applied at the rate of 300 square feet per gallon. E. Two- and Three-hour Fire -resistive Construction: The fire -resistive construction consists of minimum 1/2-inch-th'ick, 1,000 psi Gyp -Crete over precast concrete units manufactured by B.ladholm Brothers and rec- ognized under Evaluation Report No. PFC-4168. I.n the above assemblies, the precast units are installed in the normal manner with all joints fully grouted with sand cement grout that has a minimum 28 -day ultimate compressive strength of 3,500 psi, and the Gyp -Crete is considered as a nonstructural topping. See Evaluation Re- port No..PFC-4168 for additional details. F. Two-hour Fire -resistive Sound -control Construction: The fire -resis- tive construction consists of minimum 3/4 -inch, 1,000 psi Gyp -Crete over 5/8 -inch subfloor, installed in accordance with the code. The floor is sup- ported by a 2 by 10 wood joist at 16 inches on center protected on bottom with two layers of 5/8 -inch -thick Type X gypsum wallboard. The first layer Report.No. 3433 is attached directly to joists with 8d box nails at 7 inches on center. No. 25 gauge 1/2 -inch -deep by 11/2 -inch -wide steel resilient channels are placed 24 inches on center and fastened to each joist with 8d common nails. The second layer of gypsum wallboard is attached to channels with 1 -inch -long drywall screws spaced at 1.2 inches on center. Fire -resistive floor -ceiling assemblies provided with the floor covering and insulation specified in Part II -C for Figures Nos. 1; 7 and 8 maintain a minimum sound transmission classificatioh'(STC) of 50 and a minimum impact insulation classification (IIC) of 50. G. One-hour Fire -resistive Sound -control Floor Construction: 1. Con- struction shown in Figure No.1 qualifies, provided the 11/2 -inch -wide No. 25 gauge resilient channels are fastened to each joist with 11/4 -inch -long, Type W or S screws and the 1/2 -inch or 5/8 -inch Type X gypsum wallboard is fastened to channels with 1 -inch -long Type S screws spaced 12 inches on center. 2. Additional fire -resistive floor -ceiling assemblies incorporating Gyp -Crete are recognized under National Evaluation Service Reports Nos. NER-148 and NER-200. H. Identification: Gyp -Crete and Gyp -Crete 2000 are identified by the name and date of manufacture printed on the 80 -pound bags. 111. Evidence Submitted: Descriptive literature, report of tests on sound transmission, fire, compression strength, density, shrinkage, bond shear . and penetration. Findings IV. Findings: That Gyp -Crete° Underlayments comply with the 1991 Uniform Building Coder^^, provided the installation is in accordance with this report and the manufacturer's instructions and the installation is by applicators authorized by Gyp -Crete Corporation. 1993 Accumulative Supplement to the U.B.C.: This report is unaffected by the supplement. This report is subject to re-examination in two years. FIGURE N0.1 -SOUND -CONTROL ASSEMBLY: 1. Gyp -Crete Gypsum Cement: Minimum 3/4 inch thick; density, 100 pounds per.cubic foot (min.). 2. Subfloor: Winch plywood installed in accordance with the code. 3. 2 x 10 wood joists at 16 inches on center. 4. 21/2 -inch fiberglass insulation; density, 1.5 pcf (optional). 5. 1/2 -inch -deep by 11/2 -inch -wide No. 25 gauge resilient channels at 24 inches on center fastened to each joist with 11/4 -inch -long drywall screws. 6. Winch gypsum board fastened to channel with 1 -inch -long drywall screws spaced at 12 inches on center. All joints taped and sealed with compound. FIGURE NO. 2 -SOUND -CONTROL ASSEMBLY: 1. Gyp -Crete Gypsum Cement: 1 inch thick; density, 100 pounds per cubic foot (min.). 2. Sheathing: 'h -inch -24.9 pounds per cubic foot asphalt -impreg- nated nailable sheathing nailed 6 inches on center at perimeter and spot nailed in the field. 3. Subfloor: 5/8 -inch plywood installed in accordance with the code. 4. 2 x 10 wood joists at 16 inches on center. 5. 1/2 -inch Type X gypsum board fastened directly to the joists with drywall screws spaced at 12 inches on center. FIGURE NO. 3 -SOUND -CONTROL ASSEMBLY: 1. Gyp -Crete Gypsum Cement: Minimum 1 inch thick; density, 100 pounds per cubic foot (min.). 2. Subfloor: 5/8 -inch plywood installed in accordance with the code. 3. Approved Floor Truss: 16 inches deep, open web, spaced 19.2 inches on center; top and bottom chords are nominal 2- by 4 -inch wood members, as manufactured by the Trus Joists Corporation. 4. Ceiling Board: 5/e -inch gypsum board nailed directly to.the floor truss with 6 penny nails at 8 inches on center. Page 3 of 5 Report No. 3433 FIGURE N0: 4—SOUND-CONTROL ASSEMBLY: 1. Gyp-Crete Gypsum Cement: Minimum 3/4 inch thick; density, 100 pounds 'per cubic foot (min.). 2. Subfloor. 5/e -inch plywood installed in accordance with the cotle. ' \ 3 3. Approved Floor Truss: 16 inches deep, open web, spaced 19.2 _ inches on center; top and bottom chords are nominal 2- by 4 -inch ' wood members, as manufactured by the Trus Joist® Corporation. \ esu 4. ­'Resilient 4 Channel: 1'/2 -inch -wide by 1/2 -inch -deep, No. 25 gauge, fastened perpendicular to the joist on 24 -inch centers with 11/4 -inch Type W or S screws. 5. 'Ceiling Board: 5/e -inch gypsum board attached to the channel with '. 5 11/2 -inch Type.S screws at 12 inches on center.. . FIGURE NO. 5—SOUND-CONTROL ASSEMBLY- 1. Gyp -Crete Gypsum Cement. Nominal 1/2 inch thick; density, 100 pounds per cubic foot (min.) 2. Precast. Unit: Precast concrete hollow -core floor slab manufac- tured by Bladholm Brothers and a minimum 8 -inch thickness. (See Evaluation Report No. PFC-4168 for. additional details.) • 3 3. Grout. Joint: Filled with sand, -cement grout mix as required by 2 precast manufacturer. FIGURE NO. 6—SOUND-CONTROL ASSEMBLY: 1%; Gyp -Crete Gypsum.Cement: Minimum 3/4 inch thick; density, 100 4 pounds per cubic foot (min.). 2.. Subfloor. %-inch plywood installed in accordance with the code. - ode. - 3. . 3.. 3 2 x 10 wood joists at 16 inches on center. + 4: 3'/2 -inch R-11 fiberglass insulation (optional). 5. ` '/z=inch deep .by 11/2 -inch -wide No. 25 gauge resilient channels rj attached with• 1'/4 -inch Type S screws each joist at 24 inches on center 6. '/z -inch Type X gypsum board attached with 1 -inch Type S screws, 6 - 12 inches on center, to resilient channels. . FIGURE NO. 7—SOUND-CONTROL ASSEMBLY: 1. Gyp -Crete Gypsum Cement: Minimum 1 inch thick; density, 100 . .. pounds per cubic foot (min). L 2. Subfloor. %-inch plywood installed in accordance with the code. 3. 2 x 10 wood joists at 16 inches on center. 4. 31/2 -inch -thick fiberglass insulation (optional). 4 3 S. '/z -inch Type X gypsum board screwed directly to the joists with 11/4 - inch drywall screws, 12 inches on center. :.; ftge 4 of 6 Report No. 3433 ' 2 FIGURE NO. S—SOUND-CONTROL ASSEMBLY: 1. Gyp -Crete Gypsum Cement: Minimum 13/e inch thick; density, 100 \\� . pounds per cubic foot (min.). 1 2. Subfloor. %-inch plywood installed in accordance with the code. r 3. 2 x 10 wood joists at 16 inches on center. ��� 3 4. 31/2 -inch -thick fiberglass insulation. , a \� 5. 1/2 -inch -deep by 11h -inch -wide No. 25 gauge resilient channels . attached with 11/4 -inch drywall screws at 24 inches on center. r ` 6. 'h inch Type X gypsum board attached with 1 -inch drywall screws, 12 inches on center, to resilient channels. FIGURE N0: 9 -;—SOUND -CONTROL ASSEMBLY: :Gyp -Crete Gypsum Cement: Minimum 3/4 inch thick; density, 100 .1. pounds per cubic foot (min.). t " 2 2. Subfloor:1/4-inch tongue -and -groove plywood installed in accor-. dance with the code and field glued at all edges and at each joist. . 3. Approved Floor Truss: TJl® Joist, 91/2 inches deep, 24 inches on center, as manufactured by Trus Joist®' Corporation of Boise, 'Idaho. -Z O 4.•, Fireproofing: 1 -inch -thick Thermafiber® mineral felt (8 pcf) fire- -proofing as manufactured by the United States Gypsum Company. 5. Fireproofing and ceiling support clip and No. 25 gauge channels. Simpson ceiling support channel and clip, spaced 24 inches on © center and nailed to each joist with 6 -penny common nails. ® 6. Ceiling Board: 1/2 -inch gypsum board attached every 12.inches on center to support channels with 1 -inch drywall screws. All joints .. O taped and sealed with compound. 1 FIGURE NO. 10—SOUND-CONTROL ASSEMBLY: 1. Gyp -Crete Gypsum Cement: Minimum 3/4 inch thick; density, 100 2 pounds per cubic foot (min.). 2. Subfloor: 3/4 -inch tongue -and -groove plywood installed in. accor- dance with the code. .� 3. Approvedfloor Truss: TJIs Joist, 91/2 inches deep, 24 inches on _ �\ 3 center, as manufactured by Trus Joist® Corporation of Boise, Idaho. 4. Ceiling Board: First layer of 1/2 -inch -thick Type X gypsum board - fastened to resilient channels every 8 -inches on center with 1 -inch Type S drywall screws; second layer fastened to resilient channels every 8 inches with 15A -inch Type S drywall screws..All joints of 4 face layer taped and sealed with compound. '5. Resilient Channels: 11/2 inch wide by 1/2 inch deep, No. 25 gauge, 5 spaced at 16 -inch centers with 11/4 -inch -long drywall screws and 1 attached at each joint. FIGURE NO.11—SOUND-CONTROL ASSEMBLY: 1..* Gyp -Crete Gypsum Cement: Minimum 3/4 inch thick; density, 100 r pounds per cubic foot (min.). --� - 2..Subfloor:'V4 inch tongue and groove plywood installed in accor- dance with the code. 3. Truss: Parallel chord truss, minimum 12 inches deep, 2 x 4 chords and webs, spaced 24 inches on center. ; 4. Resilient Channels: 11/2 -inch -wide by 1/2 -inch -deep, No. 25 gauge spaced at 16 -inch centers with 11/4 -inch -long Type S drywall screws and attached at each joint. 5. Ceiling Board: %-inch Type X gypsum wallboard; attached to . _ 5 resilient channels with 1 -inch Type S drywall screws spaced 12 3 inches on center. Page 5 of 5 Report No. 3433 ' 1 FIGURE NO. 12—SOUND CONTROL ASSEMBLY 1. Carpet and pad: Total weight of 0.96 psf (carpet, 0.70 inch thick, 0.64 pounds per square foot; and pad, 0.565 inch thick, 0.32 pounds per square foot). 2 2. 11/2 -inches -thick Gyp-Crete®13.1 pounds per square foot. 3. . Enk'asonic insulator, 0.45 inches thick, 0.13 pounds per square • 4 foot, manufactured by BASF Corporation, Fibers Division. - 6 `• 4. 3/4 -inch -thick oriented strand board. 5 5. 31/2 -inches -thick, R-11 fiberglass insulation. - ' - 6. 12 -inch -deep open web trusses spaced 24 inches on center. ] 7. Resilient channel, 21/2 inches wide, No. 22 gauge attached with self -tapping screws. L. 8.- 5/e -inch -thick Type X gypsum board, attached with 3/4 -inch self - tapping screws to resilient channels. 03 FIGURE NO. 13 -SOUND CONTROL ASSEMBLY 1. Armstrong designer solarium. 2. Nominal 11/2 -inch Gyp -Crete -2000 (110-115 pcf). 3. 1/4 -inch Acousti-Mat (25.7 pcf) (extended flush with surface of Gyp -Crete). . 4. 3/4 inch Oxboard (waferboard, OSB board). 5.. 31/2 -inch R11 fiberglass insulation. e .— �' 6. Nominal 2 -inch by 10 -inch joists. 7: USG RC—one resilient channel. 6 8. 5/8 -inch gypsum board. 7 f, ( :c rMsEarth Systems Consultants 3 Southern California 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (619) 345-1588 (619) 328-9131 FAX (619) 345-7315 October 10, 1996 ST -4662-P2 - USA Properties Fund, Inc. 2200-B Douglas Boulevard, Suite 150 y Roseville, California 95661 Project: Terracina Apartments ti La Quinta, California Subject: Report of Testing and Observations Performed During,Grading Reference: Geotechnical Engineering Report by Earth Systems Consultants dated.July 26, 1991; Report No. 91-07-780. Submitted herewith is a report of testing and intermittent observations performed during the rough grading on the above referenced project. Grading operations were performed by James Rue Construction using conventional heavy equipment. Testing was performed as per authorization of Mr. Art May with USA Properties Fund, Inc. Test results are presented on the attached test. report sheet with their estimated locations plotted on the accompanying plan. Compaction tests were performed in accordance with ASTM D 2922-81 Method A or B and ASTM D 3017-88 Nuclear Density Test Procedures. Maximum Density -Optimum Moisture were determined in the laboratory in accordance with ASTM D 1557-78, Method A or C. . Test results are as follows: Soil Description USCS Maximum Density -Optimum Moisture Light gray Poorly graded .sand fine to very fine grained SP. 108.0 pcf, 13.4% Gray brown slightly :. silty sand very fine to fine grained SM 112.4 pcf 12.5% Gray brown poorly graded sand very fine to fine grained : ``SP - 114.5 pcf 10.6% October 10, 1996 2- ST -4662-P2 96-10-725 DISCUSSION: L The project is located west of Washington Street just north of Calle Tampico in the City of La Quinta, California. 2. Prior to grading, the site -consisted of light desert brush and weeds. 3. The proposed development will include; single and two story lightweight wood frame structures. 4. The scope of our work was based on plans by Keith International, Inc. Site staking was also performed by Keith International, Inc. 5.1 Building pads were overexcavated to a'depth of 3 feet below existing grade. Twelve inches of soil was moisture conditioned, replaced, and compacted. Previously removed soil was moisture conditioned and compacted to a minimum of 90 percent relative compaction. 6. Fill materials, consisting of onsite and import soils were placed in thin layers and compacted into place. Import soils were obtained from a borrow area located on the south side of Country Club Drive, east of Adams Street, Bermuda Dunes. 7. Areas not achieving -minimum requirements were reworked and retested. 8.1 A total of 75 compaction tests were performed. 9. Test results indicate that, a minimum of 90 percent of maximum density has been obtained in the areas tested. 10. The test locations are approximate and were determined by pacing and sighting from prominent field features. In our work, we have relied on topographic and survey information provided by others. 11. A sample of the street Soils was obtained and. tested for R -Value. Results of this test are attached. 12. Based upon intermittent observations and testing during the grading operations from. September 12 through October 3, 1996; on this project, it is our opinion that the intent of the recommendations of the referenced soil engineering report as well as the ordinances of the City of U Quinta, have essentially been complied with. 13. As used herein, the term "observation" implies. only that we observed the progress of work we agreed to be involved with, and performed tests on which together we based our opinion as to whether the work essentially complies with the job requirements. 14. With any manufactured product there are statistical variations in its uniformity and in the accuracy of tests used to measure its quality. - As. compared with other manufactured products, field construction usually presents large statistical variations in its uniformity and accuracy of test results used to measure its quality. Thus, even with very careful observation and testing, it cannot be. said that all parts of the product comply with the job requirements and the degree of certainty is greater with full-time observation than it is with intermittent observations and testing. - Therefore, our opinion, based on. observing and testing the work means that there is only 'a statistically, based, reasonable, certainty, that the work essentially complies with the job requirements. 15. We make no warranty, express or implied, except .that our services were performed in accordance with engineering principles generally accepted at this time and location. r-ADTU CVCTMJ0 f%1 -W0111 TAAITC October 10, 1996 -3= ST -4662-P2 96-10-725 that earthwork and foundation recommendations may be properly interpreted. If Earth Systems Consultants is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations. 17. This report is issued with the understanding. that it is the responsibility of the owner, or of his. representative, to insure that the information and recommendations contained herein are called to the attention of the architect and engineers for the project and are incorporated into the plans and specifications for the -.project. It is also the owners responsibility, or his representative, to insure that the necessary steps are taken to see that the general contractor and all subcontractors carry out such recommendations in the field. It is further understood that the owner- or his representative is responsible for submittal , of this report to the. appropriate governing agencies. If there are any questions concerning this report, please do not hesitate to contact this office'. Q�pFES& Respectfully submitted, h��P\ o S. y, EARTH SYSTEMS CONSULTANTS Reviewed and Ap Southern California. C 38234 \ EXP. 3/31 /97 N e LT 9, /v%� Pte. Lee Jackson Craig S. Hill, C. E. SOF C A Nf Field Technician pc/GRADING Copies: 4/USA Properties Fund, Inc. INTA File L FARTH SY.TFMR (`.C)NSI 11 TANTR y . REPORT OF RELATIVE COMPACTIONS JOB NAME: Terracina Apartments t JOB NO: ST -4662-P2 ,LOCATION: La Quinta, California REPORT NO: 96-10-725 est No Date Tested Description Elevation ' %Moisture Dry Densit Relative Maximum In Place In Place Compacti6n . Density 1 09-12-96 Per Plan y 36.3 17.8 101.8 91, 112.4 2 09-12-96 ` Per Plan ' 36.3 19.3 100.6 90 112.4 3 09-12-96 Per Plan36.5 12.5 100.8_ ...90 ' 112.4 4 09-12-96 . Per Plan - -36.5 13.9 , . 100.5 90 112.4 5 09-12-96 Per Plan 3 8.3 17:9 101.3 90 112.4 6 09-12-96 Per Plan 38.5 17.5 100.8 90 112.4 7 09-12-96 Per Plan 38.0 17.8 101.0 "go 90 112.4 8 09-12-96 Per Plan` : 38.0 13.7 103.3 92 ` -112.4 .; 9 09-13-96 Per Plan 36.6 11.8 '101.5 90 112.4 10 09-13796 Per Plan 36.6 8.6 104.5 93 112.4 11 09-13-96 " Per Plan 36.6 10.1- 100.5. 90 112.4 12 09-13-96 Per Plan 36.6 16.0 100.8 90 112.4 13 09-16-96 Per Plan 36.3 15.1 101:5 90 112.4 14. 09-16-96 Per Plan36.3 9.4 102.8 91 112.4 15 09-.16-96 Per Plan 36.3 11.0 101.8- 91 112.4 16 09-16-96 Per Plan ' 36.3 14.1 102.5 91 112.4 17 09-16-96 Per Plan 38.0. 21'.3 94.8 84* 112.4 18 09-16-96 Per Plan 38.0` .10.0. t 95.0 85* 112.4 19 09-16-96 Retest No. 17 - 11.4' 101.8 91** 112.4 20 .09-16-96 Retest No. 18 8.7 . 103.0 92** 112.4 21 . 09-16-96 Per Plan 36.2 ' 12.8 100.8 .90 112.4. 22 09-16-96 Per Plan _" 36.2 11.3 101.5 90 112.4 23 09-16.96 Per Plan f 36.5 10.3 101.0 90 112.4 24 09-16-96 Per Plan ` 36.5 14.4 101.8 91 112.4 25 09-16-96 Per Plan 36.3 -16.6 94.3 84* 112.4 26 09-17-96 Retest No. 25 �.. 13.8 100.8 90** , 112.4 27 09=17-96. Per Plan 36.7 8.3 96.0 85* "' 112.4 r 28 09-17-96 Per Plan . 36.7 9.1 95.3 85* 112.4 29 09-17-96 Per Plan36.7 11.3 101.5 96 112.4 30 09-17-96 Per Plan " 36.2 14.9 104.8 93 112.4 31 09-17-96 Per Plan37:5 •14.6 92.0 82* 112.4 32 09-17-96 Retest No. 27 11.1' 100.8 90** 112.4 33 09-17-96 Retest No. 28"' 11.4 100.5 90** 112.4 34 09-18-96 Retest No. 31 - 13.7 " 102.0 91 112.4 35 09-18-96 Per Plan 36.5 10.3 101.5 90 112.4 36 09-18-96 Per Plan 36.3 16.1 102.0 91 112.4 37 09-18-96 Per Plan 36.2 10.9 , 105.0 93 112.4. DATE: October 10, 1996 EARTH SYSTEMS CONSULTANTS. REPORT OF RELATIVE COMPACTIONS JOB NAME: Terracina Apartments JOB NO: ST -4662-P2 LOCATION: La Quintal California REPORT NO: 96-10-725 est No Date Tested Description Elevation %Moisture Dry Densit Relative Maximum In Place In Place Compaction Density 38 09-19-96 Per Plan 38.2 13.8 102.3 91 112.4 39 ` 09-19-96 , -Per Plan 38.3 15.0 109.5 97 112.4 40 09-19-96 Per Plan 38:3 9.3 101.5 90 112.4 41 09-20-96 Per Plan' 1.0 BSG 11.7 105.4. 94 112.4 42 09-20-96 Per Plan 1.0 BSG 10.9 106.1 94 112.4 43 09-20-96 Per Plan 2.0 BSG 13.1 103.4 92 112.4 44 09-20-96 Per Plan 2.0 BSG 10.0 102.4 91 112.4 45 09-20-96 Per Plan 2.0 BSG 9.9 110.6 98 112.4 46 09-23-96 Per Plan 1.0' BSG 10.7, 107.4 96 112.4 " 47 09-23-96 Per Plan 1.0 BSG 11.6, 110.5 98 112.4 48 09-23-96 Per Plan 1.0 -BSG 14.1 105.2 94 112.4 49 09-23-96 Per Plan 1.0 BSG 11.5 103.0 92 112.4 50 09-23-96 Per Plan 1.0 BSG 15.1 102.5 91 112.4 51 09-24-96 Per Plan r 38.2 9.1 103.5 92 112.4. 52 09-24-96 Per Plan 38.2 9.2 104.8 93 112.4 53 09-24-96 Per Plan 38.5 '12.1 100.3 93 108.0. 54 09-24-96 Per Plan - r 38.7 '12.1 99.0 92 108.0 55 09-25-96 Per Plan 40.2 13.8- 98.8 91 108.0 56 09-25-96 Per Plan 40.5 14.2 101.5 94. 108.0 57 09-25-96 Per Plan 40.5 14.3 98.8 91 108.0 58 09-25-96 Per'Plan 40.2 .15.1 99.0 92 108.0 59 '09-30-96 Per Plan `41.2, �,, _ 10.5 ''` 101.8 '94 108.0 60 09-30-96 Per Plan ' 41.5 ` 14.6 99.0 92 108.0 61 09-30-96 Per Plan ' 41.6 4.9 104.8 93 112.4 62 " 09-30-96 Per Plan 41.2. 9.6 104.0 93. 112.4 63 09-30-96 Per Plan39.9 9.5 101.3 90 . 112.4 64 09-30-96 Per Plan 41.8 7.6 105.0 93 112.4 65 09-30-96 Per Plan 41.9 8.9 108.3 96 112.4 66 09-30-96 Per Plan . 39.2 11.7 106.5 93 114.5 - 67 09-30-96 Per Plan 39.2 9.8 108.8 95 114.5 68 10-01-96, Per Plan', 39.6 12.0 107.5 94 114.5 69 10-01-96 Per Plan 40.0, 10.8 111.0 97 114.5 DATE: October 10, 1996 EARTH SYSTEMS CONSULTANTS } REPORT'OF RELATIVE COMPACTIONS JOB NAME: Terracina Apartments JOB NO: ST -4662-P2 LOCATION: La Quirita, California REPORT NO: 96-10-725 Fest No .Date Tested Description Elevation %Moisture Dry Dehsi Relati ve Maximum In Place In Place Compaction Density 70 10-02-96 Per Plan 39.8- 7.3 102.0 90 112.4 71. 10-02-96 Per Plan . '` 42.0 7:9 103.3 92 112.4 73 10-02-96 Per Plan 41.0 9.0 101.3 94 108.0 74 10-02-96 Per Plan 40.3 8.5 '" 102.4 91 112.4 75 10-02-96 Per. Plan 39.5 .7.8 104.0 92 112.8 . + 76 10-02-96 Per Plan ,' ° 39.3 6.4 102.0 90 112.4 77 10-02-96 Per Plan . 39.0 10.7 105.0 92 114.5 78 10-02-96 Per Plan 38.6 9.9 106.6 93 114.5 79 10-03-96 Per Plan - " 5.5 111.3 97 114.5 80 10-03-96 . Per Plan ' a : , _ 7.1 112.0 98 .114.5' 81 10-03-96 Per Plan . 8.7 14.3 97 114.5 82 10-03-96 Per Plan 7.0: 108.8 95 114.5 83 10-03-96 Per Plan 8.2 110.2 96 114.5 84 10-03-96 Per Plan ' 9.0 110.0 " 96 114.5 BSG = ` Below Subgrade ' * - Failing Test ** _ Passing Retest