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Home My WebLink AboutPermit 5141 - Marriott Courtyard - New BuildingCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /WI BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor HOTEL CONSTRUCTION 400 ANfOVFR PK W HOTEL MARRIOTT CORP ONF MARRIOTT DR. (TO BE SEI FCTED) PERMIT # Control # 8 (b1.z) 7 -294 Suite # Tenant MARRIOTT COURTYARD Assessors Account # Phone # (301) 897 -9000 Zip 20085 Phone # WASHINGTON D.C. Address , j �j Zip FOR BUILDING PERMIT ONLY S Ft. Sq. • Office Warehouse Warehous Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. Total _ Fire Protection: Sprinklers Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st Fl. sq. ft. @ 2nd Fl. sq. ft. @ other sq. ft. @ other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #1106 Receipt #8371/ Receipt # •� Receipt #_jj"� Receipt # Receipt # $ $4,000,000 $16,863.00 $ 18.50 $ $ 17,439.50 FUR SIGN PERMIT ONLY [[ Permanent 0 Temporary C1 Single Face 0 Double Face [] wall Mounted Building face Setbacks: Front Square Footage of each sign face El Free Standing Side Side 0 Other Total square footage of sign Rear Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY GOVERNING THIS VIOLATE, OR Signed_1►X /. AT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES OF WORK R0VISL0N5 OF WHETHER OR GRANTING OF A PERMIT DUES THEN PERFORMANCE OF O VECONSTRUCTION. Date ! 8 LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full Contractor (signature).__ ^ ___.___ _____ Date OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date force and effect. structure is not intended or x CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 'S�q BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address HOTEL CONSTRUCTION PERMIT # Control # $7 -294 (51L) 400 ANDOVFR PK W HOTEL MARRIOTT CORP ONF MARRIOTT DR. (TO BE SEl ECTED) Zip Suite # Tenant MARRIOTT COURTYARD Assessors Account # Phone # (301) 897 -000 Zip 20085 Phone # WASHINGTON D.C. FOR BUILDING PERMIT ONLY Sq. Ft. Office Storage/ se Ware hou Retail Other Occ. Load 1st F1. 2nd Fl. 3rd Fl. Total _ Fire Protection: Zoning Sprinklers �J Detectors Type of Construction Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $4,000,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #1)C6 Receipt #8371/ Receipt #j Receipt # Receipt # Receipt #t $10;863.00 $ 18.50 $ $ 17,439.50 Special Conditions FUR SIGN PERMIT ONLY 0 Permanent ❑ Temporary ❑ Single Face 0 Double Face Building face ❑ wall Mounted ❑ Frg Standing Ot er Side Rear Total' sgtarsp footj'e sign Setbacks: Square Footage of each sign face Special Conditions Front THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR ajRk 1! '0Er:,E7 OR ABANDUNEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. AT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU JRO;vANCES YP OF WORK WILL BE PLI 0 WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TU L THE PROVIS S OF A OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE Of CGNSIRUCT!ON. Signed �?� Date 1-8-Sa I HEREBY CERTIFY GOVERNING THIS VIOLATEOR 9 I hereby affirm that 1 am licensed under LICENSED CONTRACTORS DECLARATION provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature)__ .____ Date ( ) 1, as owner of the property, offered for sale. ( ) I, as owner of the property, Owner (signature) OWNER- BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is nn' am exclusively contracting with licensed contractor's to construct the project. Date uLt4)44Q -lib / (2:(e'- G2Jf'G'14 ate- 6 CITY OF TUKWILA Building Division Tukwila,�tWashinaton Boulevard 8188 (206) 433 -1849 Type of Inspe• i Site Address Requestor Special Instructions on INSPECTION RECORD PERMIT # J41/69/ Date /--/3— PP Date Wanted /../ re - ,P90 Project It/jz/�� o/':"" Phone # • Inspection Results /Comments: • Inspector Date /d• -27 CITY OF TUK ILA ' Control No. ?-.7` . Central Permit System Permit No. $7 (1/ FINAL APPROVAL FORM TO: ❑ Building ❑ Public Works ❑ Police El Planning N Fire Dept. ❑ Parks/ Recreation ' �7E7) v /-J C &.): tS-I 2_) �"'i -S "f S� �� 4C J/ Project Name /)? A r2 a2 oT7" Cafe P Address `'°u ' P?0 Type of Permit(s) /'/E=bi Cdn's T This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () ( ) C-hk occvto () O () () () O () () O () Authorized Signature Date This project is 9ap roved by this department: Authorized Signature /— // -89 Date CPS Form 3 CITY OF TUKCJILA . control No. 87-- . ?"1- Central Permit System Permit No. S 1 41 FINAL APPROVAL FORM TO: ❑ Building ,Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name A 'A'l' (C2 ?" Address 4ov A N -c) Type of Permit(s) C JT 7-f,' c,4 � e Pte. CA) . o PA ,vC This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. ( ) (1) ( ) (2) ASS c-1 6-r. A- LG SG A /SS 6,65-c Re/..PC, & Sat.v () ilP672 KL /S 7-, ( ) ( ) ( ) ( ) ( ) ( ) ( ) C 0 M rd E'h/ TT' epar4meat4- the- ivtlowi . can/ I n.( C, Co1)g" /2c- SA rrS Fi 6 .- Authorized Signature Date This project is approved by this department: Authorized Signature Date CP6 Form � J �` CITY OF TUKILA Central Permit System Oontrol No. 87-,2614/ Permit No. Ii7z-- // FINAL APPROVAL FORM TO: ❑ Building ❑ Planning Id Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation i Project Name / I7 /'"r.-j ; O /;c' (77,)t.4,1 1-q (c ( C Address !_/00 ("2(43 dm/L/4_ /ail(. C) . Type of Permit(s) C'G�..tt'� ! C� (�.�['rlr.00-0U•C(1)_ This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. 1 This project is NOT approved by this department; the following corrections are necessary: ( ) ' }- i4,...u, , ,,,11'c5 ) ' I t liON. :) •l 1 4 A c iN\)1 t ?1" 1 ': /v(ll ;ILA)! t \.J .,4t- `7r1 r FLJIPS , ( ) t'''alc;., ;111 'd.\1•.. li,A,W rk11 T■ ) G:,•.SUL.11 i °llh.,it (.0..OI1rG9")•. 1...4)1.-..4% 11 t.-,1, •-:A' '../i$.I(\v AO 41',•J 1.- -4,1`."... (4_1\ tr.n U)".1(L /4';rt, LG,f "f -t:.. 1 �iftc) }7 I,1• ( ) ' t,,o<, <1:, Alf t ( -rt 1-7 -, t)t11 ^r1y1OkI,1'l Dt.U( tLf tmt V,) t-Pit P of /if $ C /ll.,'/ AL6f)t 1,1( ( ),'' / it C. i <..,-•• -) Us, 171. -a. T)( A :1-, t ,1_ ... i - -:): CI: c: I 0 (\. 1 ! I n■/\ C NC Lu,) , 1 i I,I _) ' j' i it ....,`, ,,N v., p UL JA 4 '4•'l4t11\s ti--' UI. )�: 9/1 1 ,r%I,i�.-. .ac 1 L. %�t.l)i....• c-t , f'.jVr Ii f�1�, i ` ''k -4 L,i'(t\ti`v{ IS 1;'.NCO11i..)1(.IV) -r -,. S—i /f-•, )<,(2(.,)1 w/ 1�.. /( 1/ /1 )'J /..0 /lrlU 1 • 1 •,,,,l..t.. rssu�,, , •L.6u,i.,L pf'n✓flVv r - _, Authorized Signature Date lthprojectis approved by tris department: fib Authorized Sigatur Date CPS Form 3 1 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 5-/!i` 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All permits to be posted at job site prior to start of any construction. 5. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of the appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 6. All structural concrete to be special inspected. (Sec. 306, UBC) 7. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 8. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 9. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facilities (1986 Edition). City o( - f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor August 19, 1987 Fire Department Review Control No. 87 -294 Re: Marriott Courtyard - 400 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. (ie. Dry cleaning, hazardous chemicals [chlorine] and place of assembly) 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.314) 2. Exit hardware and marking must meet the requirements City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Page number 2 of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. A permit is required for maintaining a place of assembly. An application is enclosed. (UFC 25.101) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) (Restaurant and Lounge) Panic hardware is required on all assembly area exit doors (UFC 25.106) 4. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) (Throughout entire complex) 5. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) (Including but not limited to canopies, elevator hoistways and electrical rooms, etc. - system to he designed for NFPA 13, ordinary hazard) Local UL Central Station Supervision is required per (UFC 10.309) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Page number 3 6. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 7. Fire hydrants are required as detailed in City Ordinance #729. This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) 8. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 9. A fire alarm system is required to be installed per Uniform Fire Code, Article 10.306. 10. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (Including permit for fire alarm system) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) (400 Andover Park West) 12. Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207 as amended. 13. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) 14. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Page number Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) 15. Commercial -type food heat - processing . equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguishing system shall be . interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is actuated. (Activation of this system shall annunciate at the fire alarm system control unit) Yours truly, The Tukwila Fire Prevention • City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor Building Department Note: (RE: Marriott Courtyard) . Is the Restaurant and lounge area to be considered one area? If not, does the corridor that they have formed splitting the two, require 1 -hr configuration? 2. The Restaurant, with an occupant load of 75, requires two exits separated by 1/2 the diagonal. It does not conform with present layout. 3. Examine the double doors that lead from corridor #1024 and #1021 to stairway #1 and stairway #4. It appears to me, that they will have a constant problem of propping these doors in the open position for convenience. If we don't ,A1 suggest magnetic hold -open devices, the fire department will probably inherit an enforcement problem forever. 4. Is there a requirement for 1 -hr separation between kitchen and restaurant and between kitchen and housekeeping? 5. I was unable to ascertain the separation of 24" plywood catwalk at kitchen and mechanicla above housekeeping. Are these inside or outside? Are they required to be separated? 6. 20" of opening width is required of all guest room windows - minimum. 7. Wood exterior siding, if used should be fire rated. Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 September 28, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -07 Marriott Courtyard Dear Mr. Griffin, We have received additional plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. All our comments have been answered satisfactorily. Bridget Smith cc: Jerry Their Associates 4040 Broadway, Suite 410 San Antonio, Texas Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 September 28, 1987. 1- Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila,. Washington 98188 Regarding: Plan Review 87-T -07 Marriott Courtyard Dear Mr. Griffin, We have received additional plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations. for Barrier Free Facilities and the Washington State Energy Code. All our comments have been answered satisfactorily. ,Sincerely, cc: Jerry Their Associates, 4040 Broadway, Suite 410 San Antonio, Texas Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 September 4, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -07 Marriott Courtyard /SEP 4 1987 PLANNING [ EPT. We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and or drawings. Structural 1. Within Structural Notes request the following special inspections per Section 306(a): concrete foundation and pilings inspection. 2. Include the following, under Prefabricated Wood Trusses, in structural notes: "Truss drawings to be signed and stamped by a licensed Washington State Engineer." Also, note that truss drawings are to be submitted to the building department for review. 3. Provide double joists or solid blocking under load bearing partition walls. 4. Floor joists are not capable of transferring shear forces as shown in Details 11, 8, 6 & 7/S5. Provide details of joists parallel and perpendicular to shear walls capable of transferring shear forces. 5. Verify that the micro -lam beam, shown in Detail 3 & 11 /S2 is capable of transferring shear forces from the floor diaphragm and shear wall above. Ordinance 1. Provide draft stopping in the attic that complies with Section 2516(f) 4B(ii). Draft stops, as shown on Sheet A -6, appear to exceed the 60 foot maximum horizontal dimension and the maximum area between draft stops. 2. Stair No 4 door, located on the imaginary north property line, violates Table No 5A (openings less than 5 feet from the property line are not permitted). 3. Show north area separation wall on second and third floor of the fire protection plan. Also, provide similar note as shown at south area separation wall at north area separation wall. September 4, 1987 Duane Griffin City of Tukwila Re: 87 -T -07 Page two At all floors between elevator lobby and guest corridor, provide doors with 20 minute smoke gasketing to separate the elevator shaft from the corridor or provide an ICBO report to verify approved smoke gasketing at elevator doors. Regulations for Barrier Free Facilities 1. No violations were noted. Washington State Energy Code 1. Provided OTTV (overall thermal transfer value) calculations to verify compliance with the Washington State Energy Code. Please call if you have any questions. Sincerely, Bridget Smith cc: Jerry Their Associates 4040 Broadway, Suite 410 San Antonio, Texas Mahan &Desalvo 5t Fl oay) cb i ,. Ili.. .09I ....Q Star %jj' ")...._(a,q:�/... ?dt... 1.03. 107 1_5_.... . ... 331 ._...... Ivq 31 HO 331 1.0(0 1037 _.. ....`1.._. LD2 _..__.. 5.30....._._ , _... 35 (..v...f ..._.. 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Q1.1 I _ .: LI ill c2 05 o2 02:49 a.._. .255 c2 4 01 act c. ) oa. 2, Z 31)erit. q (3-ra F)(x.-TY) e0Orri ..51 303 2 • 325 316 3.2/ 3i3 9. 33/ Totil „ ) t 33) 331 sci, 132- itifki Oct) 333 331 a 30060 ..5-'-1 3 306 306 )qp I 331 • � � (yLFJc')... � (_2Quatt,.. 3.0 z6q 35A 39 .0 _. 3a 3cv..4 . 337.. 33q 3t45 33._1_. _:33 1 3 � f __.3.7 33) )610. 33 331 3/. _37$ 33J 331 -3C1):5 A 91+0 357 331 1 351 "37 3(0 J 3- t� :...... 3.7t 31. 11 2. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1201) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: CA- 37", a / : r91 bvusOf R'I ( FROM: fa /Aft Ziatti,a DATE: 1.-.27f ,87 SUBJECT: Fe& CC.1Cij)(LhrJVt-4 WO 1)01aairC,u/ th "-t ? 3, &D 8, 9i S vau. 'ott /e ago 59.69 - ?cam, 950 c,L 1 i'cm et Ll50 D eke (Jo Few 558; .5,6 / 5; .I.141. . .A .0 LEI 1 / / 1,1-t3q 5o 0 t 04,4atdi Ikacnu Ow/ J/7 O L.Gu -c /4'8'h C /g65- r/Yt. fd/1GL C € fD City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: 16 FROM: dt CUAdj. ti9eLw(L DATE: •T'A'�7 SUBJECT: Esbmecled. Le £i 1 d, ucuLo cub c.x ot to, cm) iQuArLa"upd Tvlat itv si% a too Pt. g0 /Do ti Co = 3,8gt.4 61o0 )O, 000 x t 5,2, 10 9 = 5R/0; -- F _ i / o 36'2406 114 710 00 IS?) �-o 0116/ $ uo licoad. (Apo-Yid 1thn U a' ca`Q -c 198.) (.o City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433 -1100 Gary 1. VanDusen, Mayor MEMORANDUM TO: Maw Ot fi 16 FROM: &C1 VeLllj4 DATE: 1'1=3'� 7 SUBJECT: EthiY)(cted. L l - - ()Ad' UeLal Cal' OYU r ,oi aft wet fo ovv ke,nkt aJAwt1 Ti v-/ 5 .7. 1po . Pt, Sp, \Ll 3,89u,y�o /O,owX 53,69 ' 5Rio/ Q &thalay AL n Fri /0,MVO �lQil. 01112 F-eL jg' 41 %.DO t) 17,11 . 50 �Cc�1 u-pc5Y1, $ '� irc_ tiaL ct,t i'n ga to -0e.totlati l9 no QM4i.. /985" ,ni LL/ , lOcze City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1$00 Gary 1. Vanousen, Mayor MEMORANDUM TO: CGV) ` 3 ?',2 QL1 : mC IO F'I FROM: &GILL /Oa-W 4 DATE: 1'2 g '87 SUBJECT: Fe& c (th Cam Gt d_ (%Q.Li CL ('J%�.� ??1,2416/ iziotze, 7001, I/ //w >3,ac/a c1: - T v/ 5 .iiq l � o t 49= 7av 50 (10,11,4a .b' Toeai 0,5oq,11,8 ‘Zaildinfri.thilusi-- Fee_ 4 /Q1 558' p/a iJ Cilia. Few b, 8 6 3, OV v $�.iictin and /c? rmi LA.Lu '(d iJ-d P8th �� Cep Niv r . CITY Of TUKWILA r � ,, i. 6200 Southcenter�Boulevard �, ''y f206)16]sy16wooe 9e168 MECHANICAL PERMIT APPLICATION CONTROL# a7-07qC-1 406 Site Address ioseetrAndover Park West Suite# Floor# Project Name /Tenant Marriott Courtyard Valuation of work $900,000 Assessors Account it Property Owner Marriott Corporation Phone (301) 897 -9000 Address One Marriott Drive, Washington, D.C. Zip 20085 Applicant Jerry Iheis Associates, Inc. Phone (512) 828 -8412 Address 4040 Broadway Suite 410, San Antonio, TX Zip j8209 Architect /Engineer Jerry Theis Associates, Inc. Phone (512) 828 -8412 Address 4040 Broadway Suite 410, San Antonio, TX Zip 78209 Contractor - License# - Phone Address - Zip ' , Describe work to be done MECH. HVAC & PLBG FOR 149 UNIT, 3 STORY HOTEL COMPLEX - WITH KITCHEN & LAUNDRY. Indicate the type of equipment to be installed, rating /size of equipment, and number of each: TYPE RATING /SIZE NUMBER THRU -WALL UNITARY A/C 9000 BTUH 170 X I.P. 50 ROOFTOP A/C UNITS (RTU1 -RTU6) 83 - 196 MBH 6 X 11.0?.. MISC A /C•UNITS (AC1 & FC1) 24 - 34 MBH 2 AC 11.00 H &V UNIT MAU -1 2400 CFM 1. -YP Li.c 5O EXH., SUPPLY & MISC VENT FANS 155 - 3630 CFM 20 X "1i' 0 UNIT & WALL HEATERS 0.65 - 7.5 KW 26 + /X(d%,00 WATER HEATER BOILERS 1826, MBH 2 y 43, -.L' WATER HEATER TANK 400 MBH 1 X �, 5-6 Two (2) sets of plans must be submitted meeting the application requirements of Section 302(b) and (c), 1985 Uniform Mechanical Code. Roof -top equipment work requires submission of building elevations. ■ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S UTHORIZATION //T'TO DO THIS WORK. Applicant /Authorized Agent (signature) ,/ <J✓` Date 7 -- -87 (print name) Jer T Thei • Contact Person (please print) Jerry Theis Phone (512)828 -8412 • • • • OFFICE USE ONLY ., • , . , , FEES: Basic Permit Fee (000/322.100) S L20 Receiptt Date Paid Unit Fee (000/322.100) Receipt# Date Paid Plan Check Fee (000/345.830) Receipt# Date Paid Other ( / ) Receipt# Date Paid TOTAL /g4./15?) (OWES: f 1, 9' 5 ) ) RA K N 11118IL'U1 IWL•.11 *fl11■ ' ' 'lf BLDG '9t / .- -crq / pprove, or ssuance J11 PLNG pprove• n t a s /;� ,3i.Ou . CM C► TUKWILA • Sertecin�;�9.ul.r.ra ,ILDING PERMIT APPLICAT' tow.. immo . 991941 4 12091 433.114S Control if 00 Site Address -IfT888-Andnwar Park West Suite# Floor'? Project Name / Tehant""' Marriott Courtyard Valuation of Construction $4,000,000 Assessors Account# Property Owner Marriott Corporation Address One Marriott rive, ashington, DC Zip 20085 Phone (301) 897 -9000 Applicant Jerry Theis Associates. Inc. Address '4040 Broadway Suite .410; San Antonio, Architect /Engineer Jerry Theis Associ ates , Address 4040 Broadwa Suite 410 San Antonio Phone ( 512 ) R28 -81112 Texas Zip. 78209 Phone e.as Zip 78209 (512) 828 -8412 Contractor Address License# - Phone Zip Class of Work: (}(New ❑ Addition ❑ Tenant,Improvement 0 Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done C guestrcroms., 'restaurant, kitchen and i ndoor pool •1 1 -- ... . n- I. Square footage of entire building Building Use Hotel If yes, describe change of use, including square footages of changed areas a. Type of Const. (UBC) V-1 hr. Occ. Group (UBC) R-1 91,534 s. f. Square footage of tenant space Will there be a change of use? ❑ Yes No Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes Er No If yes,.explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ANO KNOW THE SAME. TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Date 7" / 7 '" i? Applicant /Authorized Agent (signature) (print name) Jerry Thei Contact Person (please print) Jerry Theis Phone( 512 ) 828 -8412 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) Plan Check Fee (000/345.830) ' Bldg Code Sur Charge (000/386.904) . Energy Sur Charge* (000/386.907) Other ( ) *New construction only TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION FLOOR USE /Occ Typ SQ.FT. LOAD S 0 55 8,Ob Receipt# Of Date Paid I _4 -e6 ,..(.),, Receipt Date Paid .' -1 h,_ Receipt# i1�1i Date Paid • Receipt# � 1 _ Date Paid / _ . -v Receipt# Date Paid 17gq, 5O (OWES: $ jv, (12 91(50 ) • Pajd (n"7L(Ff, 00 . I19 _b7 in USE /Occ Typ TU1AL S•uare P..t•• SOFT. LOAD USE /Occ Tvo: SOFT 0CC man L SO. FT OCC TRACKING DEPT. DATE IN DATE OUT COMM BLDG ✓C, 1 , 7111EA ,:;`1/1(1 -113 PLNG 1 ebr r PWD ✓` I /a ;J 1 l /30// Approved for Issuance Type of Const. To Mahan: '1-'1 "al Date Approved: Approved (Initals '� Per Ater dated Fire Protection: •a� •r n ers etectors pprove• n a s Zoning t ° 2•. Setbacks: NI- ■�', St:: ice E Parking stalls required for: IA-S-Tte z..O .-Tenant Space Parking stalls provided: at hSiteii ? ® Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Approved (initials) Per letter /plans dated llj U I t3 W • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 MECHANICAL PERMIT APPLICATION CONTROL/ Site Address NW-Andover Park West Suite# Floor# Project Name /Tenant Marriott Courtyard Valuation of work $900,000 Assessors Account # Property Owner Marriott Corporation Phone (301) 897 -9000 Address One Marriott Drive, Washington, D.C. Zi 20085 Applicant Jerry Theis Associates, Inc. Phone (512) 828 -8412 Address 4040 Broadway Suite 410, San Antonio, TX Zip 78209 Architect /Engineer Jerry Theis Associates, Inc. Phone (512) 828 -8412 Address 4040 Broadway Suite 410, San Antonio, TX Zip 78209 Contractor - License# - Phone Address Zip Describe work to be done MECH. HVAC & PLBG FOR 149 UNIT, 3 STORY HOTEL COMPLEX _ - WITH KITCHEN & LAUNDRY. Indicate the type of equipment to be installed, rating /size of equipment, and number of each: TYPE RATING /SIZE NUMBER THRU -WALL UNARY A/C 9000 BTUH 170 ROOFTOP A/C UNITS (RTU1 -RTU6) 83 - 196 MBH 6 MISC A /C•UNITS (AC1 & FC1) 24 - 34 MBH 2 H &V UNIT MAU -1 2400 CFM 1 EXH., SUPPLY & MISC VENT FANS 155 - 3630 CFM UNIT & WALL HEATERS 0.65 - 7.5 KW WATER HEATER BOILERS 1826 MBH WATER HEATER TANK 400 MBH 20 26 +/- 2 1 Two (2) sets of plans must be submitted meeting the application requirements of Section 302(b) and (c), 1985 Uniform Mechanical Code. Roof -top equipment work requires submission of building elevations. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S UTHORIZATION TO DO THIS WORK. ' V2Vt4/G� Date 7 -A7 / -87 Applicant /Authorized Agent (signature) (print name) Jeri Thei Contact Person (please print) Jerry Theis Phone (512)828-S412 OFFICE USE ONLY .• . FEES: Basic Permit Fee (000/322.100) S Receipt# Date Paid Unit Fee (000/322.100) Receipt# Date Paid Plan Check Fee (000/345.830) Receipt# Date Paid Other ( / ) Receipt# Oate Paid TRACKING OEPr, BLDG DATY IN TOTAL IMF (OWES: S ) DATE GUT PLNG COMMENTS Approved for Issuance pprove n t a s i qyz› i(Ptv, 46 LMTfinT3 Lol Amuntt 16$00 ANDOVER PARK WEST TUKWILA, WASHINGTON s - GENERAL TNFOAMATION A. SUMMARY OF THE WORK THE PROJECT CONSISTS OF A NEW "COURTYARD" HOTEL FACILITY OF 149 GUEST ROOMS, SWIMMING POOL, OUTDOOR SPA. OPEN -AIR COURTYARD, SMALL RESTAURANT, TWO MEETING ROOMS, AND ANCILLARY PUBLIC AMENITIES. THE MARRIOTT COURTYARD HOTEL WILL BE A ONE -STORY AND THREE -STORY WOOD FRAME STRUCTURE WITH AN EXTERIOR WALL INSULATION AND FINISH SYSTEM. IT WILL BE LOCATED ON 16800 ANDOVER PARK WEST IN TUKWILA WASHINGTON. i. TYPE OF CONSTRUCTION: TYPE V, i HOUR, SPRINKLED. 2. TOTAL SQUARE FOOTAGE: 88,829 SQ.FT.(TOTAL f3LDG.AREA ALL FLOORS) 3. FIRE PROTECTION: FULLY AUTOMATIC - SPRINKLED AND SMOKE DETECTION IN ALL ROOMS 4. HANDICAPPED ACCESSIBLE. 5. OCCUPANCY CLASSIFICATIONS: RESIDENTIAL HOTEL- MOTEL, R -1 6. ELEVATORS: TWO B. BUILDING AREAS PUBLIC 13,290 SQ.FT. - TOTAL ON 1 FLOOR GUEST - S STORY 25,492 MET. - 26,376 SO.FT. 26,376 SO . FT . 78,244 SO.FT. - TOTAL ALL AREAS PUBLIC - 13,290 SQ.FT. GUEST -- 78, 24 4 SQ.FT. TOTAL ON 1ST FLOOR TOTAL ON 2ND FLOOR TOTAL ON 3RD FLOOR TOTAL 91,534 SQ.FT. TOTAL C. CONSTRUCTION SUMMARY CONSTRUCTION TYPE, V, 1 HOUR. SPRINKLED. STAIR ENCLOSURES: ONE -HOUR AREA SEPARATION WALLS: 2 HOUR OCCUPANCY SEPARATION WALLS: 1 HOUR ELEVATOR ENCLOSURES: ONE -HOUR SHAFT ENCLOSURES: ONE -HOUR CORRIDOR ENCLOSURES: ONE -HOUR WITH 20 MIN. DOOR ASSEMBLY. STRUCTURAL FRAME: WOOD STUD BEARING WALLS WITH SOLID WEB WOOD FLOOR TRUSSES AND OPEN WEB WOOD ROOF TRUSSES. FLOOR AND FLOOR AND ROOF ASSEMBLIES ARE 1 HOUR. DRAFT STOPS FOR PUBLIC. SPACE EACH 3000 SQ.FT., AT GUEST WING EACH LESS THAN 9000 SOFT. FOUNDATION: CONCRETE GRADE BEAMS'ON WOOD PILES AND SLAB ON GRADE. ROOF COVERING: ASPHALT SHINGLE (SLOPED) AND BUILD -UP (FLAT). WALL COVERING: 5/8" TYPE 'X' GYPSUM BOARD (INTERIOR) AND EXTERIOR WALL INSULATION AND FINISH SYSTEM (EXTERIOR). ABBREV I AT I ONS L C (E) A/C ACOUS. A.F.F. A.J. ALUM. BALC. BO. BOT. BT B.U. CAB. CARP. CEM. CER. C.G. C.H. CHAN. C.J. 'LG. CLOS. C.M.U. COL. CONC. CONF. CONN. CONT. CONTR. COOR. CORR. G.T. D. E. PROJECT LIST of DRAWINGS MARRIOTT COURTYARD 16800 ANDOVER PARK WEST A PORTION OF THE SE 1/4 NE 1/4 AND NE 1/4 SE 1/4 OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M. TUKWILA, KING COUNTY, WASHINGTON OWNER Marriott Corporation One Marriott Drive Washington, D.C. 20058 (301) 897 -9000 Marriott Corporation 3130 Habor Givd. 11400 Santo Anon, CA. 92704 (714) 979 -2333 ARCHITECT Jerry Theis Associates, Inc. 4040 Broaaway, Suite 410 San Antonic, TX 78209 (512) 828 -8412 OCCUPANCY ANALYSIS 1. PUBLIC SPACE & INDOOR POOL: 1 -STORY PUBLIC AREA TO INCLUDE RESTAURANT, AND PUBLIC AMENITIES. A. TOTAL SQUARE FOOTAGE: 13,290 SQ.FT. B. TOTAL STORIES : ONE. C. OCCUPANCY: ASSEMBLY, A -3 E. FULLY HANDICAPPED ACCESSIBLE. 2. GUEST ROOMS: HOTEL LIVING QUARTERS TO INCLUDE 149 GUEST ROOMS IN ONE BUILDING. A. TOTAL SQUARE FOOTAGE: 78,244 SO.FT. (3 STORIES) B. OCCUPANCY: RESIDENTIAL, R-1 C. EIGHT HANDICAPPED ACCESSIBLE GUEST ROOMS PROVIDED AS PER WASHINGTON STATE BARRIER FREE CODE. D. ELEVATORS: TWO. EGRESS ANALYSIS: 1. OCCUPANT LOAD FACTORS: A. B. D. E. F. G. I. RESTAURANT: TWO EXITS PROVIDED. HANDICAP RAMP PROVIDED. LOBBY: TWO EXITS PROVIDED CONFERENCE ROOMS: ONE EXIT REQUIRED. (OCCUPANT LOAD UNDER 50) . HOTEL CORRIDORS: TWO EXITS REQUIRED IN EITHER DIRECTION. SWIMMING POOL: ENCLOSED. SPA: ENCLOSED LAUNDRY: ONE EXIT REQUIRED. 2. EXIT ILLUMINATION: ONE FOOT CANDLE AT FLOOR LEVEL. EXIT SIGNS AT REQUIRED EXIT DOORWAYS. 3. STAIRS: A. WIDTH: 44" MINIMUM. B. RISE AND RUN: 11" + 1" TOE TREAD PER '82 UBC. AFtls WWWI MOM. F. e. H. I. ROOM COUNT: 1. TOTAL NUMBER OF DD (DOUBLE- DOUBLE): 2. TOTAL NUMBER OF DD ACCESSIBLE: 3. TOTAL NUMBER OF K ACCESSIBLE: 4. TOTAL NUMBER OF K (KING) 5. TOTAL NUMBER OF MINI -SUITE KING W/ OBL.DBL.CONN. 6. TOTAL NUMBER OF MINI -SUITE DBL.DBL W/ KING CONN. TOTAL NUMBER OF GUEST ROOMS: SEATING COUNT: 1. LOUNGE 2. RESTAURANT TOTAL FARKING SUMMARY: 1. NUMBER OF TYPICAL. PARKING STALL 2. NUMBER OF HANDICAPPED PARKING STALLS TOTAL NUMBER OF PARKING STALLS GENERAL NOTES: 39 5 3 78 9 + 9 3 + 3 149 40 SEATS 49 SEATS 89 SEATS 1. APPLICABLE CODE IS THE '85 UBC. 2. HANDICAPPED ACCESS REQUIREMENTS PER WASHINGTON STAVE BARRIER FREE CODE. 3. COMPLY WITH ALL APPLICALBLE CODES. ORDINANCES. RULES. REGULATIONS, ORDERS, AND /OR OTHER LEGAL REQUIREMENTS OF ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. 4. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE COMMENCING WORK. AND PROMPLY INFORM THE ARCHITECT OF ANY SUBSTANTIVE DISCREPANCIES. 5. CALCULATED DIMENSIONS GOVERN OVER SCALED DIMENSIONS. 6. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. NOTE: SPRINKLER CONTRACTOR SHALL NOT PENETRATE OR CUT STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. 168 4 172 VICINITY MAP fflo CONSULTANTS STRUCTURAL ENGINEERS I Porter - Donoghue Consulting Engineers, Inc. 110 Wild Basin Ad. South, Ste. 280 Austin. TX 78746 (512) 328 -2043 MECHANICAL & ELECTRICAL ENGINEERS Silber & Associates ConsultiLL Engineers 8622 Crownhill. Suite 201 San Antonio, TX 78209 (512) 826 -6392 LANDSCAPE ARCHITECT Richard Carothers Associates 814 E. Pike St. Seattle, WA 98122 (E08) 324 -5500 SYMBOLS -....A1324 .mum A2218 LOBBY 1025 n .- . -.,.. rp RD OS BUILDING SECTION IDENTIFICATION SECTION IDENTIFICATION DETAIL IDENTIFICATION ELEVATION IDENTIFICATION ROOM NAME ROOM NO. ROOF DRAIN DOWNSPOUT GEOTECHNICAL CONSULTANT Rittenhouse -wan and Asso. Inc. 1400 140th Ave. NE Bellevue, WA 98005 (206) 746 -8020 CIVIL ENGINEER Barghausen Consulting Eng. Inc. 6625 So. 190th St. Suite 102 Kent, WA 9800324 (206) 872-5522 INTERIOR DESIGN & LIGHTING Marriott Corporation • International Headquarters Marriott Drive Washington, DC 210058 (301) 897 -9000 HARDWARE Entry Systems 2144 -G Hills Ave. Atlanta, GA 30318 (404) 352 -0978 GRID LINE C545 FINISH DETAIL DOOR NUMBER (i) WINDOW OR STOREFRONT GLASS TYPE REVISION CLOUD AROUND REVISION MATCH LINE WALL TYPE 6-3) 0 MATCH LINE �a t And Angle At Centerline Diameter or Round Pound or Number Existing Air Conditioner Accoustical Above Finish Floor Aesthetic Joint Aluminum Balcony Board Bottom Brass Threshold Build -up Cabinet Carpet Cement Ceramic Corner G1!ard Ceiling Height Channel Control Joint Ceiling Closet Concrete Masonry Unit Column Concrete Conference Connector Continous Contractor Coordinate Corridor Ceramic Tile DBL. DECOR, DI5P. D.S. DTL. EA. E.F. E.J. EL. ELEC. ELEV. EMP. EQ. EQUIP. E.W.H. EXP. EXT. F.D. F.E.C. F.F.E. F.H.C. FIN. FL. F.R. F.R.T. F.S. FT. G.A. 6.8. G.C. GL. GYP. H.C. Double Decorative Dispenser Downspout Detail Each Exhauet Fan Expansion Joint Elevation Electrical Elevator Employee Equal Equipment Electric Water Heater Expansion Exterior Floor Drain Fire Extnguisher Cabinet Finish Floor Elevation Firs Hose Cabinet Finish Floor Fire Rated Fire Retardant Treated Floor Sink Foot Gypsum Association Gypsum Board General Contractor Glass Gypsum Hollow Core H.M. Hollow Metal H.R. Hour HVAC Heating, Vent and A/C I.C.B.O. Int'l Conf. Bldg. Officals 1NSUL. INT. JT. LAM. LAND. LBS. L.W. HA I NT . MANUF. MATL. MECH. HERB. MGR. MIN. M.S. M.S.D.D. M.T. MTL N.I.C. NO. O.C. OPER. P.C.F. PERF. ALAS. PL. PORT. PREP. PTO. R.D. REGD . REC. REST. RM. RUB. R.T. A.T.U. Insulation Interior Joint Laminate Landscape Pounds Lightweight Maintenance Manufacturer Material Mechanical Membrane Manager Minimum Mini Suite Mini Suite Double Double Metal Threshold Metal Not in Contract Number On Center Operative Pounds per Cubic Foot Perforated Plastic Plate Portland Preparation Painted Roof Drain Required Recessed Restaurant Room Rubber Rubber Threshold Roof Top Unit SCHED. SERV. SECUR. SEP. SHT. SIM. SPEC. SQ. S.A. S.S. ST. S.T.C. STOR. STRUCT SUSP. TELE. fHRESH TLT. T.O.C. T.O.S. TYP. U.B.C. U.L. VERT. VEST. V.T. W,/ W.W.M. WD. WOW. WO. WOLM. W.P. W.R. Scheduled Service Securr-: 1 y Separo e Sheet Similar Specification Square Shelf and Rod Stainless Steel Steel Sound Transmission Coefficient Storage Structural Suspended Telephone . Threshold Toilet Top of Concrete Top of Steel Typical Uniform Building Code Underwriters' Laboratory Vertical Vestibule Vinyl Tile With Welded Wire Mesh Wood Window Womans' Wolmanized Waterproof Water Resistant OWNER FURNISHED DRAWINGS KITCHEN DRAWINGS -FOR INFORMATION ONLY K -i KITCHEN AND MISC. AREAS EQUIP. PLAN K -2 EQUIPMENT ELEVATION$ K -3 EQUIPMENT ELEVATIONS KE -i ELECTRICAL ROUGH -IN PLAN KEC -1 ELECTRICAL REPSJTER & cot-um PLAN KM -1 !`MECHANICAL PLAN KM -1A MECHANICAL PLAN EXHAUST :,(DDS KP -1 PLUMBING ROUGH• -IN PLAN POOL LAYOUT SELECTION & EQUIPMENT ILS 111I111i1Wii (ilefEiiil��!II IjI�i }I I I��i�I IjI IIIilili�► li�il�� ,i1'�I��I��l��i��I'��j ; j��l!(I 5 6 7 8 9 16 11 vtGf.r�[4r..L9r 12 APTE4 If the microfilmed document is less clear than this C -S COVER SHEET CIVIL k-1/4 SITE XLAN LooOs /L L) .r ;':E`q C -2 GRADING & DRAINAGE 1 C -3 UTILITY PLAN C -4 COURTYARD - DETAILS C -5 NOTES & DETAILS C -6 HORIZONTAL CONROL PLAN LANDSCAPE L -1 SITE - PLANTING PLAN L -2 SITE - IRRIGATION PLAN L -3 COURTYARD - LAYOUT & GRADING PLAN L -4 COURTYARD - PLANTING PLAN L -5 COURTYARD - IRRIGATION PLAN L -6 COURTYARD - PLANTING DETAILS L -7 IRRIGATION DETAILS L -8 COURTYARD DETAILS ARCHITECTURAL A -1 A -2 A -3 A- 4 A -5 • A -6 A -7 A -B A -9 A -10 A -11 A - -12 A -1S A -14 A -16 A -17 A -I8 A -19 A -20 A -21 A -22 A -23 A -24 A-25 A -26 A -27 A -28 A -29 1/81 PLAN OF PUBLIC SPACE & ROOF PLAN 1/8" PLAN OF GUEST WING (FIRST FLOOR) 1/8" PLAN OF GUEST WING (SECOND FLOOR) 1/8" PLAN OF GUEST WING (THIRD FLOOR) 1/4" PLAN OF ELEVATOR & TYP. LINEN FMS, MISC. DETAILS. ROOF PLAN OF GUEST WING ELEVATIONS ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS @ PUBLIC SPACE WALL SECTIONS. DETAILS. PUBLIC SPACE WALL SECTIONS @ GUEST WING MISCELLANEOUS DETAILS WALL TYPES, EXPANSION JOINTS. PLAN DETAILS DOOR SCHEDULE, DETAILS WINDOW & STOREFRONT SCHEDULE ROOM FINISH SCHEDULE 1/4" PLAN OF PUBLIC SPACE 1/4" PLAN OF PUBLIC SPACE 1/4" PLAN OF GUEST ROOMS MILLWORK DETAILS MILLWORK DETAILS REFLECTED CEILING PLAN OF GUEST WING (PUBLIC SPACE) REFLECTED CEILING PLAN OF GUEST WING (FIRST FLOOR) REFLECTED CEILING PLAN OF GUEST WING (SECOND & THIRD FLOOR) NOT USED NOT USED FIRE SEPARATION PLAN (FIRST FLOOR) FIRE SEPARATION PLAN OF GUEST WING (SECOND & THIRD FLOOR) STRUCTURAL S -1 GENERAL NOTES S -2 FOUNDATION PLAN - PUBLIC SPACE W/ DETAILS S -2.1 WALL COL. FRAMING PLAN - PUBLIC SPACE S -2.2 ROOF FRAMING PLAN - PUBLIC SPACE S -3 FOUNDATION PLAN -GUEST WING S -3.1 FIRST FLOOR FRAMING PLAN - GUEST WING S -3.2 SECOND FLOOR FRAMING W/ POOL AREA /ROOF FRAIMING PLAN GUEST WING S -3.3 THIRD FLOOR FRAMING PLAN - GUEST WING S -3.4 ROOF FRAMING PLAN - GUEST WING S -4 DETAILS - FOUNDATION 5 -4.1 BEAM SCHEDULE S -5 TYPICAL FRAMING DETAIL S -6 ROOF FRAMING DETAILS - PUBLIC SPACE S -7 ROOF FRAMING DETAILS - GUEST WING S -8 ROOF TRUSS LAYOUT PLUMBING P -1 SCHEDULES, SYMBOLS. SITE PLAN, LEGENDS. GENERAL NOTES P -2 FIRST FLOOR PLAN - PUBLIC SPACE P -3 FIRST FLOOR PLAN -- GUEST WING P -4 SECOND FLOOR PLAN - GUEST WING P -5 THIRD FLOOR PLAN - GUEST WING P -6 MISCELLANEOUS DETAILS AND SECTIONS P -7 MISCELLANEOUS DETAILS AND SECTIONS P -B MISCELLANEOUS DETAILS AND SECTIONS P -9 MISCELLANEOUS DETAILS MECHANICAL M -1 SCHEDULES, SYMBOLS, LEGENDS, GENERAL NOTES M -2 FIRST FLOOR PLAN - PUBLIC SPACE M -3 FIRST FLOOR PLAN - PUBLIC SPACE M -4 SECOND FLOOR PLAN - GUEST WING M -5 THIRD FLOOR PLAN - GUEST WING M -6 PARTIAL PLANS, SECTIONS. MISC. DETAILS M -7 PARTIAL. PLANS, SECTIONS, MISC. DETAILS M -8 HVAC CONTROLS ELECTRICAL E -1 INDEX. SYMBOLS, LTG FIX. SCHEDULE. GEN. NOTES E -2 SITE PLAN E -3 PUBLIC SPACE - FIRST FLOOR E -4 GUEST WING - FIRST FLOOR E -5 GUEST WING - SECOND FLOOR E-6 GUEST WING - THIRD FLOOR E --'7 NOT USED E -B 1/4" PLAN OF KITCHEN & DETAILS E -9 NOT USED E -10 DETAILS, DIAGRAMS E -ii DISTRIBUTION DIAGRAM E -12 1/4" FLOOR PLANS - GUEST WING E-13 SCHE ULES I enders-lame that the ,:'are Ch k � led to errors and .,.• ep"' ovals e ee:ions and RpProval of Pions does not authorize the violatic- t®d cam R or ordinance. v v 4'' y of approved know '- -. of contr a ............. rc:91 trftnntag 2x19987 0 tviAtiAZA & DES LVQ, INC. CITY OF TUKWILA APPROVED DE C1- 1 388 it AS NtU ) 'Ut. c198-171 C:ti'r .'.- ..i. :ty. -•- --+ T { t -1 . 1 r NO DESCRIPTION DATE BY REVISIONS ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PAINTS AND SPECIFICATIONS ARE 7HE PROPERTY OF THE OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK RECISTIMED ARCIIITECT ARCHITECTURE AND PLANNING CONSULTATION 4040 BROADWAY SUITE 410 SAN ANTONIO. TEXAS 78209 ott corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20358 HEE TITLE COVERSHEET s$,. EMJ i I;;7 .' •87 SCAL.1. f.te >87 6 10 11 PRINTS ISSUED 1"=20' )0 B E N 01°47'28" E 20.88' --t BURIED FAULT. -I-APPROX. OUTLINE) RELOCATED LUM!NAI[E LIGHT 1 STANDARD ELECTRICAL __ / S FACE VAULTS FXISTINei LUMIN_AIRE LIGHT STANDARU_ RELOCATE MOVE 30' TO THE SOUTH �JI REMOVE 30 L.;7. OF CONCRETE DRIVEWAY. 7 NE.-CONST C-1 zrr< / MATCH EXISTING V —TO' EXISTING ELECTRICAL CONDUIT V -- 6" DEDICATION FOR FUTURE Andover Park West 609.15' EXISTING CONCRETE SIDEWALK TO REMAIN LIGHT STANDATUZ VERTICAL CURB,z" LANDSCAPE EXISTING ELECTRICAL CONDUIT F 15' WIDE UTILITY_ EASEMENT 6' EASEMENT DEDICATED FOR FUTURE SIDEWALK 24' 19' - 2" PAINTED DASHED L1NE(WHITE) COURTYARD SIGN_ CY 100 AT 33' C- 24' 14 S C 2' = 126'L VEHICLE OVERHANG (TYP.) -3.5' TALUS @ 9 STA' LS @ 41`, 5' WALK V TYP. LANDSCAPE LANDSCAPE C Q U to UTILITY CONTACT LIST Contractor will contact and coordinate with the following personnel prior to construction of all utilities. GUEST ENTRANCE Guestroom Wing 3 STORY FIRE EXIT 3' R. TYP. F.F. ELEV. = 26.0 SERVICE WATER Mr. Phil Fraser City of Tukwila Department of Public Works 6200 Southcenter Boulevard Tukwila, WA 98188 (206) 413 -1853 l jCTR(CITY Mr. Don Rushing, Commercial Engineer Puget Sound Power and Light Company b20 Stmth Grady Way Renton, WA 98055 (206) 255 -2464 TJLPI _ON E. Mr. Bob Steen Pacific Northwest Bell 300 Souti►West Seventh, Room 212 Renton, WA 98055 (206) 235 -3609 (N1.113 TELEVISION Not available NATURAL GAS Mr. Terry Bratvotd, Engineer Washington Natural Gas Company P.O. Box 1869 Seattle, WA 981H (::06) 622 -6767 stTE DATA AREA: BUILDING AREA: ZONING: SETBACKS: 0 co e) __ TYPICAL IRANSFORMER PAD LOCATION 5' SIDEWALK TYPICAL PORTE COCHERE Indoor Pool & Spa F.F. ELEV. = 26.0 f \ r FIRE EXIT F.F. ELEV. = 26.0 Public Space STORY 24' 0 LS ro AS PER GFK 12/4/8 AS PER CITY COMMEN! I S 11/° REVISEt) iITRANCE, nrgrOV �i� SIDEWALK AND ROAD 'M- PROVEMENTS ON ANDOVER PARK WEST BLDG.SHIF1` PEA ..__.EdARR'OTT 1 -8 WP DESCRIPTION DATE BY 111231:2. REVISIONS ALL MEASUREMENTS MUST BE CHECKED ON THE JOB eY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OMRIER AND MUST BE RETURNED UPON COMPLETION OF THE WORK 5' WIDE TYP. SIDEWALK--"" 1 F.F. ELEV. r4 26.P- Guestroom Wing 3 STORY 282.86' Do cc 4.4 ± Acres 91,534 SF (149 Units) "C -2° District: Regional Retail Business 1.,.A.KOCAPE Front 20' Side 10' Rear 10' Front 10' Side 5' Rear 0' MAXIMUM BUILDING HEIGHTS Stories or 35 Feet (Courtyard Hotel Average Height Under 3s Rea. PARKING:STALL SIZE: t• 9' X 19' Standard (2.5' X 19' Barrier Free 8' X 16' Compact Stalls (30% Allowed) (2' Overhang Used in Certain Areas) REQUIRED STALLS: 168 172 Standard Barrier Free Total (Cooperative Agreement Approved 8/13/87) PROVIDED STALLS: 117 Standard • St 1'vs Comtxtct Barrier Free Total is SATELITE DISH WI LANDSCAPE SCREENING — 5' WALK TYP. - 2' VEHICLE OVERHANG (TYP.) 17 LANDSCAPE AREA r--- LANDSCAPE SCREANING t \` Nti` �\ Ntt` • 2. S ALLS 10 S 90' HC 3.5' 12.5' 2" PAINTED DASDED LINE(WHITE) -'• C C ALLS ct- C TALL S la) NOTE ; SEE SHT. C-2 FOR GRADING AND VERTICAL. DATUM _4— 11-111. � . _.. Ili L. ~ A VEHICLE. OVERHANG (TYP.) _' t •••••. 4) PUGET POWER UNDERGROUND • ..........„.....: gliii....,: R 410.28' 86.99' 4. VS .1 If t7ts INITV MAP \svz essi .sl t ) tb 111! INC .. 2 • 11 • CITY OF TUKWILA DEC7 1987 SAVP CIVAiper corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20058 SHEET HITtI, Layout Site Plan ft rwft 13701 LW" h5 F N 01°47'28" E 20.88' SITE DATA g STALLS REQUIRED; 201 REQUIRED -15 (8% REDUCTION) 185 TOTAL (IF REQUIRED PER COOPERATIVE PARKING AGREEMENT) 10 11 BURIED VAULT _ (APPROX. OUTLINE) STALLS PROVIDED; 1 17 STANDARD 51 COMPACT 4 H.C. 172 TOTAL PROVIDED 13 OPTIONAL STALLS (PER COOPERATIVE PARKING AGREEMENT/ 87- 4-SPE) 185 TOTAL (IF OPTIONAL STALLS ARE REQUIRED) Andover Park West N 01 °05'05" E 609.15' CONCRETE WALK VERTICAL CURB Ir — —1 r•-1 I I -I _I — DIRECTIONAL j 1 -- SIGN 1 -_ LANDSCAPE 6' SIDEWALK 1 1 1 1 1 1 24'' C I» r 24 5' 19' C AREA: BUILDING AREA: ZONING: SETBACKS: 1O. PSP$ Eslo 24' 6" DEDICTATION FOR FUTURE RIGHT-OF-WAY d' N 2" PAINTED DASHED LINE(WHITE) COURTYARD SIGN CY 100 AT 33' In C u 14 S ALLS @ 9' = 126' ¢--2' VEHICLE OVERHANG (TYP.) N- TYP. C LANDSCAPE C C Q C LANDSCAPE .p■ fir' .��- - 1 C STALLS @ C C C GUEST ENTRANCE C —1 J FIRE EXIT Guestroom Wing 3 STORY 3' R. TYP. SERVICE (T. 6' sr TIONAL STALLS IF REQUIRED _ TYPICAL TRANSFORMER PAD LOCATION 5' SIDEWALK TYPICAL PORTE COCHERE Public Space 1 STORY 24' LANDSCAPE 25' 17.22' En N a cr Ld u ( N- a W co U) (7 N- Io ALL MEASUREMENTS MUST SE CHECKED ON THE JOB BY THE CONTRACTOR t ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE RFT. ED UPON COMPLETION OF THE WORK 5' WIDE TYP. SIDEWALK -- FIRE EXIT 282.86' Guestroom Wing 3 STORY • 4.4 ± Acres 91,534 SF (149 Units) "C -2" District: Regional Retail Business BUILDING L.3N.DSCAP,E Front 20' Front 10' Side 10' Side 5' Rear 10' Rear 0' 5' WA P. _ ^ - ^ - 1r- 2' VEHICLE OVERHANG (TYP,) LANDSCAPE a) MAXIMUM BUILDING HEIGHTS Stories or 35 Feet (Courtyard Hotel Average Height is Under 35 Feet. PARKING:STALL SIZE: 9' X 19' Standard 12.5' X 19' Barrier Free 8' X 16' Compact Stalls (30% Allowed) (2' Overhang Used in Certain Areas) REQUIRED STALLS: 168 —4 172 Standard Barrier Free Total (Cooperative Agreement Approved 8/13/87) PROVIDED STALLS: 117 Standard 51 Compact _ Barrier Free 172 Total ki' �'V SATELITE DISH _ WI LANDSCAPE SCREENING 125'R r-- lL 2" PAINTED DASDED LINE(WHITE) C C C C C C C C C 5 5' TALL _• 1 L 2' VEHICLE. OVERHANG (TYP.) C C C 8' TY 1_. —L. C C C C C_ C 20 TALL S = I C C 0' C TYP • • J -O. —1 f"- OCO —W ow. loorl■ 1.• Lu PUGET POWER UNDERGROUND mTRANSMISSION-LINE- -- --- — --S - ..,�num.— -Ii 736. r'5' -- rn to 1, Li cv • { ,* 11.. r I it __ ---rte• //////,////7,7, /,,/,//,//////////////;////.,-//,' / : cQQPaRATIVEPARK ING AGREEMENT c 1.:1.a;r 20' 30' 40' We R = 410.28' L\ = 12°10'16" i L = 87.15' - -, ._ C = S 07 °52'36" 11( 86.99' • .. • ey .i CITY [OF(� i UKWUA APPROVED DEC 't 1991: 5 I U11D BUILDING DIVISION 100 ` 150' 1 1\ VICINITY MAP SCALE = i " = 20' AL ccxuri,uA. MD ..>/l.CY•Mb .....�..r. ra'a.n :..v!Mw'.q,.a....re•. I'+n•r+.^ -.a -:f v+n..•.nsr {„ r +MILIIII..VII11111111l1I 111111) IIJIIIllIiI I'J II IjI III II 111111II1 1111111111111111111111111111111111111111 5 6 7 IIIIII1III�III�I�I�IIfIIII�III�IiI�IIIIIII�III�IIIIIIIjIII�1� !�III�III�III�!I 8 a 10 11 VFr,tIN"roV.N. 12 .iwn...wnnt in 1ann "luau. thnr. thin o L1 k:;,! 5.:1, k' 1R .'t:✓i'Di1i'4i:i1i6i''�'�i4't� tNi.U+�.�+1 :V1'!: ^..:^:.41: 0 0, IE U) co corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20058 SHEET TdTLE 3OPERATIVE PARKIN AGREEMENT EXHIBIT DWG NO. B.C.E. JOB #2310 Assommiammir ti C E N 01°47 28 .1: 20 SITE DATA AREA: 4.4± ACRES BUILDING AREA: 82 , 070 S . F . ( 149 UNITS) ZONING: "C-2" DISTRICT: REGIONAL RETAIL BUSINESS SETBACKS: BUILDING FRONT 20' SIDE 10' REAR 10' LANDSCAPE FRONT 10' SIDE 5 ' REAR 0' MAXIMUM BUILDING HEIGHT: 3 STORIES OR 35 FEET • 3 0 ' PARKING: STALL SIZE REQ!.." I R2D STALLS (*MUST APPLY FOR NOV I DED STALLS 9 ' x19 ' STANDARD 12.5 'x19 ' BARRIER FREE 8.5 '*c 16 COMPACT SIX LS/.30Y - 168 STANDARD 4 BARRIER FREE 172 TOTAL* COOPERATIVE PARKING AGREEMENT/ -119 STANDARD 49 COMPACT( 28%) , 4 BARRIER FREE 172 TOTAL ALLOWED 6 4 —4 — — EXISTING WATER LINE ) Andover Park West EXISTING 8" SANITRY SEWER CONNECT 8" SIDE SERVICE TO EXISTING 8" STUB AT ELEVATION NO HIGHER THAN 11.43. CONTRACTOR TO NOTIFY ENGINEER PRIOR TO LINE CONSTRUCTION IF MINIMUM SLOPE OF 2% CANNOT BE MAINTAINED. =WO +MO Ma= •••■•■■ 01.11, ■•••• emol. wows •■■• ••••• OWN. 0.•■••■ ammemo.o •■•••■•■•••••• •••■••■■•■■••••• •■■• •■• era .111..•••■■■ toy .10 11 —EXISTING SAN M.H. / ' RIM z. 21.06 I.E. IN S. . 10.31 I.E. OUT N. a. 10.31 I.E. IN E. at 11.26 /-EXISTING 33' LONG 8" STUB TO PROPERTY LINE. / EXACT POSITION & INVERT OF LINE NOT KNOWN. CONTRACTOR TO VERIFY MAX. I.E. AT STUB END OF 11.43. • - _MALL, JACLFFT4 AND OVER PARK WEST TO PROPERTY LINE. NO OPEN CUTS ALLOWED - - ---T-HROUGH--STREE-T- r- - 30 • VERTICAL CUB N 0`.:, 05 609 i5 CONCRETE WALK volommowni■Nomemor••••ansr Li a U) C:) DINF.7C,T1ONAL SIGN 19' 2:5' L 16., L 1_ AN! *''41 J nip • TYP 0 ; - 7 AREA 6.5' f)EDICATION FOR FUTURE R 0 W LANDSCAPE L.... ..s..•••••••••• 16 2 5 16' I TYP1 TTP TYP 't‘ <7 \ l6 L 25 TYP I TYP :4 ) 19' TYP 5 _L. GUEST ENTNANCE FIRE EXIT • 2" PAINTED DASHED LINE ( WHITE ) COI ;RTYARD SIGN C Y100 at 33' (SEE SIGN DET. ) -I C. -5' WALK TYP 'LANDSCAPE TYPICAL TRANSEDIVA LOCATIO Li PROPOSED LOCATIO FOR GAS METER Guestroom Wing 3 Story F.F. 2600 SERVICE L11, L Indoor Pool & Spa I S 0 0) 17.22' 18 I MENT ( YP) FIRE i'EXIT - 45, Guestroom Wing 3 Story 282.88' F.F. 26.0 / ‘,? SATELLITE DISH W/ LANDSCAPE SCREENING 4), 3 ). INST LU I MJ G- I - 8°346" TEE M..INFL 1 - 5" GATE VALVE F1_1(Md 22 LF 6" 0.1. 5 114" M.V.O. HYDRANT & ACCES. CONC. BLOCKING I. N 5 I. WALK TYP ANDSC APF „----T--- I -- ' 338 LF 8' 4:40:\ :H.••••■•••■ IIMMI•■•••■• WI■00:40•■■ • 10' WATER LINE EASEMENT (1'Yr:1-1 .....1PAIMPRIOWZIEROP■/10001011M.O1■11M•0111•1110iNt •••••■•■•■••■ J9 9' rY1) ' 3 5' TYP • Tn- cv • INSTALL! 1 8x6' TEE- kiJaFL 1 - 6" GATE VALVE FL35MJ 6 LF 6" D.1. EXTENSION 5 114" M.V.O. HYDRANT & ACCES. MJ 2 - 314' TIE RODS CONC. BLOCKING RIM 26.51 I.E. a 16,50 INSTALL' I - 8"a6" TEE b1,141. I - 6" GATE VALVE FLaMd 8" LF 6" Di. EXTENSION 5 1/4" M.V,O. HYDRANT & ACCES. MJ 2 - 3/4" TIE RODS CONC. BLOCKING , 1 - 90' BEND MJ ' CONC. BLOCKING 1.••••••■ INSTALL 1 - 900 8E CONC. BLOCKING 1 10 LPL. TYP LANDSCAPE AREA,2 1,411 g • I Cl • • ' feeler., 14'41: ;1. Ti r a Jr' R .73 .111ii'',","""" 'Ws!: 1:."4 k ,tf r-••• jJ I i. S _4.7 tstf 136 73 0' 20' 30' 40' CITY OF TUKWILA APPROVED DEC 7- 1987: AS liOiED ../.11•■•••■•■••••■••••■•.......71,14.1.1.11. BUILDING DIVISION -7- 7• -7 F. 100' R 4l0.2 . 12.° 10 16 L . 97 15 . C S.a?'05213e"w 8699' hi I- /7 VICINITY MAP • • • , , tY N5 in, 8. itio *4, As' tiro 41 1* -la • 40 1501 •••■■•...41,■•••••■•••WW■•••■■ SCALE = 20 israummgetmwaamiumnEmrmwamraopwawrammogpmN it 4 ...mum** wry • ,',.$•Agitiairtigiald • •.• II I I 11111 I I III I I 1111111! 1 !I I I Ill I III II I 1111 1 I I 1111111111 I I I I 1 I 1 111111 I .'" ".1 V • °I:44-vk 0,44, -10414b4.1b1e. • r ,"- C 1987 1 I B.C.E. JOB #2310 —4-- - - - ------- II le , ----1- i . __.4........_____...... ...._. _..._4_.. .._...___4..._.: - --.,-- --4- ......,_____.4 . , - . . n. 11111 A . . . , • 5 REV. FLOOR 'ELEV. 612618 'SB 4 PER MARRIOTT REV. 6118/8 S&L 3 PER D.R.0 REVIEW • '.., 61$ ....,* *jai '. '. " P• Wft . Milt la . 2 1.1 : r, .3Id . : 1 PER N....1ARRI_ 2,MELti, . t40 : DESCRIPTION : DATE REVISIONS . . • AL* NEASuREMENTS 'MUST Se CHECI(ED • ON THE JOB B IF THE CONTRACTOR ALL PFUNTS AND SPECIFICATIONS ARE IRE PR.OPECIT y OF THE OWNER AND MUST ar RETURNED !MN COMPLETION 00 TM WOO. 1.---- • • • . • . , . , ,• corporat ion iNTERNATtONAL, 1,1EADCWAR'tERS MARRIOTY DRIVE WASHINGTON, O.C. oo llarghatisen Consulting Engineers Inc Land Plannig, Survey & nglneeting Speckdists 7 C 07, C4 • Keret Mrs 9902 - 064) 67,-.:2Larir„:4, , • Iry • .•67;(;;•44 ) • "": 1I 0. I I I I E I Il • - TYPICAL 8" P.V.C. CONVEYANCE PIPE. SEE GRADING AND DRAINAGE PLAN C -2 FOR DETAILS. J2" D.I.P. SEE ZRADING AN.DRAINAGE \� 1 PLAN C -2 FOR DETAILS FF = 26.0 X 25.92 25.82 j 26.00 C.B. #I RIM = 25.10 I.E. = 22.68 125.50 in 25.50 5' \ 25_50 C.B. #18 11W. 24.45--A I.E. = 21.20 4 1 f• w, a 26.00 x x 25.92 j ❑� 25_50 \G 25.50 / n N � 25.35 26.00 x xN. 25.92 2.0% 1 ter- - - -- I f 4/24.95 25.50 n 25.50 {.11\25.50 j 25.50 lJ 225.50 • v N -25 - .fewer.• /0' ■ ___s II l C.B. RIM I.E. I.E. IFE=2475 24.7; 24.70 24.55 . •••- fewer.. °' moor., •et-- 24.95 i 25.5' 24.55 25.50 \_24.95 #2Q RIM - 24 I.E. -21. C 16,19 RIM = 24.45 I.E. = 20.30 2r 5,1 0 C ,5. #16 RIM = 25.00 I.E. = 22.20 \ / -TYPICAL 18 "x18" PRECAST /CONC. PAVERS SET ON 2" OF COMPACTED SAND. #11 = 24.50 = 17.68 (12 1 = 18.86 (81 C.B. #12 r- RIM = 23.93 I.E. = 19.56 25.10 22' 26.0 C.B. #15 RIM _ 25.10 I.E. 23.46 FF = 26.0 25.50 24.95 i o\0 2'5.10 .-p NOMMEID r • 12' 24.55 0 N 26.00 / X 25.92 24.55 FF = 26.0 .i, 25.92 25,82 TYPICAL 9" P.V.C. CONVEYANCE PIPE . SEE GRADING AND DRAINAGE PLAN C-2 FOR DETAILS. . IIIIIIIII IIIIIIIII; IIII1 IIIIIIjiiii11111111111111111111111111111111111 111111111E111111111111111111111IIIIIIIII1111111III1III1III111111II1IIIH1 11III1III1IIi1III1III1III1111111II ,I11111111I11 '1 1c fll! IN<f, i1 3 2 4} 8 5 6 7 9 10 11 1AAnf nl Gf1'44" 12 .• 3 8 26.90 . • • 11 CITY OF TUUKWILA APPROVED DEC 7' 1987 AS ICUiLU BUILDING DIVI I0 PRINTS ISSUED . .4 REVISIONS AU. MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR Alt'PPINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE RE-TUMED UPON COMPLEfON OF. THE WORK Corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20058 1 JUL. 1. C 1887 6 cO. /' •. 41 IC \\ ••• (Z ( BIC Ea JOB 2 10 Bar9haiuen Consulting Engineers Inc Land Manning Surrey & Engineering Speck:80s 142s s.. »oM Si. Ulf* 101 • rash, wfnl� 11032 • L2os) 1172...W.41 Y'. ISSUED ALE 1/6., -• I'- • ti.'•; ter 6 110 • 11 I .$i9. j_,PRA?NAGE NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE HAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. 18'0 CMP 6 :I BATTER 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS i'L.AN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CON- TRACTOR'S EXPENSE. 8" MIN. THICKNESS OF SPECIFIED BACKFILL LOCKWG BOLTS RiMEL. 23J5 w t* 1 MEM • NI MAX. W.S. EL. ■ 21.15 SLA K WH N IS DOWN. FASTEN CHAIN TO FRAME. STD. GALV. STEEL OR • ALUM. LADDER/STEPS PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER. CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS PLAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. 6. ALL REQUIRED STORMWATER RETENTION /DETENTION FACILITIES MUST BE CON- STRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 "), MAXIMUM DEPTH EIGHT INCHES (8 "), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED IAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES (6 ") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. E4 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER CASKETED ASTM C -14 -2 OR ASTM C -76 -ii OR 16 CA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302G2. STEEL PIPE SHALL RECEIVE TREATMENT I ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1 1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS - COMPACTED TO 95% MAXIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO THE.ASPHALT SURFACE WITH AS EPDXY BONDED AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 INCH, #4 REBAR AT 8' -0" O.C. 1/: IN ALLEWAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC.,• 'THOSE AREAS SHALL BE HYDRO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 12. ALL PIPE SHAD. BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH-BOTTOM UR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING 'BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE .BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORK A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWIIA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 15. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, SOLID - LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORM DRAINAGE SYSTEM. 18. ALI SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL.. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION- RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIt4ENSIONE, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 21. ALL EXISTING UTILITIES Sl4OWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPON- SIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22. rT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT :;)WALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23 THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE. SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. a4J CO? uUNI Mu . nv.. r. -n e.+. s ... . +:; w:JN.•+.RI1;7 XI2 "c� CMP OUT ORIGINAL GROUND I.E. °.14,20 CLEAN OUT GATE CMP ROCK RETAINING WALL. FILL SECTION N.T.S. NOTES' I) PIPE SIZES & SLOPES PER PLANS. 2) OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 31 METAL PARTS' A. CORROSION REZISTENT GALVANIZED OR ALUMINUM TYPE 2 B. IF GALVANIZED STEEL PIPE HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET SO' A. CLEANOUT GATE IS VISIBLE FROM TOP. H. CLIMBOOWN SPACE IS CLEAR. OF RISER 4 CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. FLOW RESTRIC.TOR- IL POLLUTION (F.R.O.P.) CONTROL DEVICE N.T.S. VARI I E TOP OF CURB AT DRIVEWAYS. EXTRUDED ASPHALT OR CENAENT CONC. CURB CONC . R MP TYPE "B" STIFF BROOM FINISH IN DIRECTION SHOWN 1:6 MAX. SIDE SLOPE DOWN 1:12 MAX. SLOPE DOWN CONC . RAMP DESCRIPTION DATE BY REVISIONS 4 _ 6" ( MIN) ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR "r-~ CONC. WALK FLUSH W /ASPHALT PAVING TYPE 113' RAMP NTS (TYPE 1.^11 NOT USED) ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK VARIES (SEE PLAN VIEW) U, tgX Ui z 4 Ui 0 LOCKING LEO LOCKING LID ---- AIR VENT 36'0 MIN. STORM DRAIN 2' MAX. DETENTION PIPE - VARIES (REFER TO PLAN SHEETS) .005 FT /FT 2' MIN. 36'0 MIN. STORM DRAIN TOP OF PAVEMENT WT. LADDER STEPS /I21) PIPE (TYF.) CA rCH BASIN (SEE PLAN VIEW) NOTE* ALL STEEL PARTS MUST BE GALVANIZED 8 ASPHALT COATED ( TREATMENT #1 OR BETTER) TYPICAL CLOSED DETENTION PIPE NTS CATCH BASIN CITY OF TUKWILA APPROVED DEC7. 1987. AS NOTED BUILDING DIVISION 2" t4IN. COMP'V. - DEP H CL. '3' ASPH. CONIC. PAY NT • 4" MIN. COMPT. DEPTH 5/8" MINUS CRUSHED ROCK 6" IMPORTED PIIRUN SAND AND GRAVEL OR 1 " MINUS STANDARD (CAR) ASPHALT PAVING SECTION VERIFY SECTION ADEQUACY W/ SOIL .. CONSULTANT PRIOR TO CONSTRUCTION INTERNATIONAL HEADQUARTERS NIARRICTT DRIVE WASHINGTON, D.C. 20058 SHEET TITLE i '�►r;_3! X 11 to (z\-? B.c>.E• JOB #2310 Barghausen . Consulting Engineers Inc Land Manning, Survey & Engineering Specialists 6623 So. 110th St. Salta 102 -Kent Wash, 91032. 246 172 — • 1;22 III! IIII1I III IIII111 IIII III IIIIIIIIIIIII1 0 14 T11! IN(.. 1 2 1) . t:Ur:• ^ '.4xd'1.�71�Y.,x:�•:Jrii9. ":..,. .. VIII• IIiII IIIIIIIIIIIIIIIIIISIIII III��ij-:'• ��lllllllllI IIII'''IIIIIIIIIIIIIIIIII{ III IIIIIIIiII�III {IIIIIII�IIIIIIII 6 7 8 9 1 C) 11 MAfI('""4M4NT 12 RE NOTES AND DETAILS AILS +"• Vs 4 va,/+41. ,...,,y q f.w,' +M N.' "•ri •. a .v:'. .Or 4.. • • .. • Co so Li% ?CO ?0 Lio 60 80 .4g ROO iQ 90 60 RO LIS goo ao 12*e.- afrtagg'2.310 NO1- irf-26s E 20.g ..t,. Lie,3?. og R 130.00 . .1.•"1 L. • I P 5'12 • 4 a I. • 5? 00 a 1 4 1 a N 0 3 E L.J • Ni 01- 05-(..-;3 403. I , , , „,,, , -• r\101.05-o/ E 2�.0c ‘11.63 441 r?o• •17 T -70 1' 1?-5 a • H (-- i r,.. ; 1 :0 -i 1 I I...0 i 0, I . I 2 2: I , t.. t- ,, I Lf 0., ) t• 00 0-': 4. 5fl co co ttt Z 55' Cr, de, 4:1•742P w I 4-0 • , , • . • • - • 1,9 doo ge9 REV1SJONS ALL MEASUREMENTS MUST $ t CHECKED ON THE J00 BY THE CO4TRACT0R Potorrsttio SPECIFICATIONS ME ' AV THE OWNER AND MUST,OE RETURNED UPON COMPLETION OP THE WORN 4 • '41 49 ocio .10 60 • re. 1 4 sat./ 0 go ?' .tif" e?'4q • ciol•13 3".vi a:63-5,4.55" R. 1: e7,AS R.P 57./ op ?2, 56 -!C3 IR • .4 to. a R 1: R1.:, =3- • ye, ya A, 4% .43-45 5612_ 401 C • 296-00 r\-101-05-03 E A 0 I • 05 '03 • 30F... 5 410 1. 17. 0 1Z5 I 4..4% 00. SC 3 44. ,••••••••••••••••.•••••••...••••••••■■•••.r....•••••••••■••••••••••••••^4i) sQl- LIP?. Re \N- I 36,-7-3 c4.. 41/ Pio CITVOF TUKWILA APPRWED DEC 7• 1987. AS WNW BUIL DINTaknrCirr--7* corporatio A R g 10,28 L sz 15 tSC •3/4 • 116:*$i 0\ 1,1 90 4.4.24.kib fn. 1•.(7:;) • o- JUL 16 1987] (.1 OF .1.‘.J1,,•tk_A PLAs 4 14411 ZOO a a a 4 „ ..4.3rosti P2Arytwelestivov,amaltyp.regritittaft.,pror.creitior, ,e• Ititpy•ttetfityet•Vse4,41014‘• %.10,!„...„?W&F.,4;,,,mtf,,•,9447,44crir,,44.*TIS.3.04-.0.,,d4r,,iy,•trAK,46•4■0m.yrf 6r.,, A 7,••,. , 1111111 III I III II I 111111111 I I II 1111 I I I II MI11111111111 11111111 6. • • ••• • 4,triet,,;.4e..1.X.%°.Irt...",,,n7,7.0.~411014000LV31.19P.MC9VXMAMCNOSZAIMICA.Z.JORIMV4.444.,SAR/40,00.1!.. . • . ddge.44-7•1',7•.".41'4.1,..'%,4,444•;..•• i f!• ■•44,r91444:44/44014"4,,l',04",""0:',.....-. '7.""4"%41.....-"•• ''''' 46.1."-•''' To...'". -- .., ' i , • : ' ' • A - 6 10 11 ,i Andover Park West N 01°47'28"E 20. VERTICAL CURB • C.aL or. ,3' I1.4 r= t4r 1p 1-1 I- 30' CONCRETE WALK 4-+ +. f f -1 *4, * rift 11■1111Pr 11111111I —1.-P.10-1W. (1-w. 1-->44A4 111 -r`(P. aI.irl► .4•••.. 4101 • .deb 4- alA-4IJ, -ti LOC .r aM MIM,r w .••••••• v mom. •.m r mo• • =wit moo . gm. q ,. wow . tfinim o St • ans.r • an• . ••• a rr O. MOM r rw. • • r rte•. •B ••— .-w -Lrw ~• w -•-• ..rs rsr �. SERVICE • Porte Cochere DESCRIPTION DATE ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE • RFT1 MINIM liPCDF) COMPS FTKIN t1F THk WOPW. 4, Ar '—. • eau t .i . s= • Ns. U. maw U loam . 4 as IN row f. N it .sit. A R« . is NOTE L&1 T' INh-1° II,4C1 12LA -1 1<INelI I).1 r) 'PA: -I N4 P -Th I . ► �' � , FDR H 'L .N4P r CC mob 7f• likt UJ imau 0 :. Qf .0C ffti •39, CITY OF tUtSWILA OVED Richard Carothers Associat,5. Lind & Ste P4arric+gia.4 a t! Delp, /LinJc 814E. Pie a Sat* wAse1n _._ NO IMP 136.73 / //i /7/'//7//T//// R = 410.28' = 12 °10'16" L = 87.15 C = S 07 °5236 "W 86.99' J PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY.,at..45..,ft TH JECT IN RPR7TATIONS OF PIING AU , ERRORS. OMISSIONS IlY NSISTENCIES, 4tVATE IN .7.Lla E•Y MAHAN 6 SMITH, INC. E OUr INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 2005$. 30' 40' 100' 150 (t 1 IJUL 1C1987 • I't./` `'. DEPT. CMIECKED APPR. SCALE , 1" = 20' �w,.aewwAW =Y 7iT)A�7t • .fs9171'.1•44, .. .q,,,,;,':!'M..mitrip, • .:JS.„1- 9'110. .sr.fretr9','+'+;h.2.1.A.7 rmros'.i.- watar::71rEtmareismagan i'7r...,,,54471df}:IOnt7CsMur t 4h;1AK+.4rii "11MM0'0- .1.::T + c,riq.± f�: t•;T+.1 "S'4Y�Fi17AN141t%'. <dtbt l".+A9PkR!Ai!J1F74►s.1*fif .O,'`.rr".41. 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I III 111111. =III 11111 MUIR El Mil 11111 IIIL:. III 1111 III Ell AM TO mil- cITY H. giorr 13 cei s in = =N DATE 11121 1E11 it, I • • gM7,4 101 Mr- HAM on- .. Pr-g- heti•gg,iori NO DESCRIPTION REVISIONS B C ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK Id co NOM • . ,4505, 44k es, , P I-N-111464 1 14 Pb Eft4-3--j . , ?Lk°. 1-4r I 1-4ia N Go 1 H EP.1? P‘h-tt) I I ,*-Th I ■ 4,1 pore 1) eve4guz, 5'"1- f igr.c4A6. -rfze-e. rt.A+IT 11-41 F612- TH05110. 10 • 12.4:0 0 Afkaniott corporation L56.(3' • • lain Onn au. R = 410.28' L 12°10'16" L = 87.15' C = S 07°52'36" W 86,99' ..-••••■•••.■■••••••• iaii INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20058 lvi si-cf s oki\( peue) • r 4 Ur( Of TUKVII1A APPROVED DEC? 1981. ,k IUtU • ----01.5WIMI OW- ..4•21.! nomfbat.412.4. V,ravert.r..114.,...,,1010.01.,1110,01043t,011.1.,...101.0,04,X1.41.411VIC-WV•allt W110. • .• +4'4.ur....4.1.,..v. r ro... • • ..4.........4/...?••••4•11•14..".•••.-A-4......,..1.., ....I.. • • • r.ric„.... r1/4414(1‘1.1**Strar $0.41,14011.14*Ar 015,14116:es i,AselkeP.11, *MAR , * .4 • ••■•••■■ :f1).41e11394150.10YKA.ini,.,K-40Y21000044.",•41414 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 I 1 1 1 1 1 1 1 1111111111 0 Tre• risa ' 4 • - 5 C • • .,'• ' • • 44.'1 r 1 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 6 7 8 9 16 11 WWI in afor.ralr 12 .. 1 m run K...........,,......1......iffaniniii•W•86,6~Ziaiegoowntgogoirm , . , jf 4 ra • st, •c ,r°,ti .1 1', R Oy';.e"{ MEM MEIN 7N� N- i I. ' 'r'1 8y... rr 1 I I P�'I _ I'IM. 41 ,, 4r.4 P.2. 4�,a. ,� 7�9 _'51'1 37. 44.0 V A L . 1 4126 1° i 1 2 � . 1" .. i'/t" • 1 %'� I' /M'' (V2" 1v�" 1'/2 ". iv' I''ii iv/ ' S'14 . ".FK,UT. ( .� �z'� 221 Y'4.2. '6.B•1 54:61 /. .i if 2' 53.2-i vAL G lid PM' In J'/ 1' I'/.2' I',t I'& I %2" I% ►% •Andover Park West Q N 01 °47'28" E 20.88' N OI'05'05" E 609.15' 6.1 ►i4" LI%tu Ll' 4a L1 i1lt tj%4 PDI#.1TDF Gu, stroom Wing a X14 "J NO 1 DESCRIPTION Public Space ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ABE.THE PROPERTY OF THE OW IER AND MUST BE RETURNED UPON CCAIPLi'TION OF THE WOM \\7j 4 Appiptrfici ∎ INTERNATIONAL HEM/MARTENS MARRIOTT DRIVE ' WASHINGTON, D.C. 20058 •SHEET TITLE tion Plea h, I'rU1tU DING OIVISiON MITRIEBE IONIC .4 As% 11111111111111111111I1I1111111111111I1111. 11111111111111111111111111111111 11111111111 I'II111(!�1111111�IIIII11111111111111111111111111 III IIIIIII 11111111111111111 Ytri' I n.Y :99r"iti 'st r�.Y xlw`. +ti hw�canks v • .ro:aci ?u' FF 26.0 0 6-6• RIM€ "2.q -.5, P. \ /51. 'T oki 2." OP f�!1p --rte t42 'P) GzLAt -t-T l'T ' J Ho t--I 614 PL A 1-4. -tai RIMQ 2.5.c, DIP r rr oR {C,�I iT• (7YfY? j 215.36 i Ql» L A► ;C? MEASUREMENTS MUST .;BE' CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST Br RE iURNED''UPON COMPLETION OF THE WORK FF 26.0 FF 26.0 • S r: ai , l` • INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 26058 SHEET TITLE Oa NO. A",',14.44)0 1 °!i !a f1Lar4S� • r.p.wr.w.A.'R ONO :0'4: t,' 0e4 r..+1Ilk6d4, 4w,,na,r::.1 }r rciw rm.,. CP,q►:qu IT IIII��JIJIII 0 161115 INCh 11111111111 111 2 IIIIIIIIIIIIIIIIIIIIII!IIIIIIII 3 a� f• ,v IIIII I IIIIIIIIIIIIjIIIIII�IIIIf IIIIIII!IIII)II IIIIIIIIII ....,,...; 9 III 10 11 NACFIIIGFpUANY 12 : .x •.a.a` :9 .,:.nom.. +„ ,•..:7 a..+,,.v:9i#tr * ^..,. eC ,r,:.»:4o.4.. w. ..r <, o �cl •''0.; Qv r.�d Ao•.Wh.^ap PLANT LIST BOTANICAL NAME/ 'CON. SYMBOL COMMON NAME CONDITION REMARKS A4.a.ft. g-I UM Arbutus lJnedo Strawberry Tree ...� C 1fo1eki 1Wt. "' Camellia Hiemal is 'Shashi- Gashira' C:0•001-14 17 R MW 4c'lo:l agpfli51FLpIzA Erica Carnea `Spri'ngwood White' th- ofa 'i1=i - PA∎1414e:YI,;. PARF 1 (c, Q !-1 P 12,- Gaultheria Shallon Salal f Ilex`Crenata 'Convexa' Japanese Holley Liquidambar Styraciflua American Sweetgum `Nandina Domestica 'Heavenly Bamboo Osmanthus :Delavayi- Delavay Osmanthus Pachysandra Terminal is Japanese Spurge WO,» Photinia Frazeri Pieris Japonica Pinus Contorta Shore Pine Pinus Mugo Mughus Mugho Pine "Wert iGi uM 6AMYCINIUN1 61. 11oi'tWNcX T Raphiolepis'Indica 'Rosea' Pink India Hawthorn 1.41 4.141A A Fag-,I"iAiz'iT mot , x.21 1 DESCRIPTION REVISIONS ALL MEASUEIEMENTS MUST BE'CHECKED ON THE JOB' 8Y 'THE;'CONTRACTOOR ALL PRINTS AND. SPECIFICATIONS A.NE'THE PROPERTY OF THE OWNER AND MUST BE RETURNED, UPON COMPLETION OF THE ■O4 I� f Rhododendron ''Gomer Waterer' �l•II,�L�, . F��LL:- 11vnC3G.. 1 • CONTRACTOR. SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER ' SITE IMPROVEMENTS PRIOR TO COMMENCING WITH LANDSCAPE PLANTING WORK. • CONTRACTOR SHALL BE 'RESPONSIBLE FOR COMPUTING SPECIFIC SPACING ':(SEE `DETAIL /I.. -�1 ) ''ANDMINIMUMS AS SPECIFIED QUANTITY OF GROUNDCOVERS UTILIZING � � FIED BELOW. NOTED, GROUNDCOVERS SHALL BE PLANTED �o UNLESS OTHERWISE s D IN AN "'EQUILATERAL- `,TRIANGULAR.: SPACING : PATTERN AT THE . ON- CENTER (O.C.) SPACING SHOWN ' "IN = PLANT,. SCHEDULE. MINIMUM PLANTING DISTANCE FROM PROPOSED DECIDUGUS TREES, : LAWN AND DECIDUOUS SHRUBS ' SHALL BE EIGHTEEN (18) INCHES. NO GROUNDCOVER SHALL PLANTED WITHIN NEW CONIFER TREE DRIPLINE. 4 . LAYOUT. OF ALL PLANTING AREAS AND ; PLANT MATERIAL AND COORDINATION WITH 'IRRIGATION LAYOUT TO BE APPROVED BY OWNER'S REPRi ?SENTA'T'IV'E ; 15RIOR TO I NSTALLAT ION . o . SIZES, SHOWN, ON PLANS ARE MINIMUM. SUBSTITUTIONS WILL ONLY- DE 'ALLOWED'IF APPROVED BY :OWti R'S REPRESENTATIVE. E. ' THE ' CONTRACTOR SHALL BE 'RESPONSIBLE FOR DISPOSING 'OF ALL DEBRIS AND RUBBISH OCCASIONED BY THIS PROJECT. 7 , AFTER, `PLANTING SPREAD `A 2" LAYER OF BARK MULCH IN ALL PLANTING BEDS, `:2PER .SPECIFICATIONS. PROVIDE 'WOOD. `HEADER (SEE DETAIL H /L -5) BETWEEN LAWN AND PLANTING BEDS , AS. SHOWN'. 9 LM OUT, OF PRECAST CONCRETE''FPAVERS TO BE ''APPROV'ED BY 0""'S REPRESENTATIVE PRIOR TO INTALL.'1T1ON. 0. ALL LAWN AREAS : SHALL BE SOD. NOTE , H , K.-- i C:r1 1 Vi oc� r> ,A H ,}7/64..- I N4 t)F-1-/N I . Sarcococca Humi1is Skimmia Japonica Styrax Japonica: Japanese Snowdrop Tree 411! ` t ) Viburnum Davidii Viburnum Tinus Laurustinus \./e Viburnum Tinus 14,7.71.1o61 iX. , 2 ABBREVIATIONS (3 S As1.,:L• • c> : 4 a.L.J12.1.4N‘p I t4ic:.t-i ) GI L-. 6/s, I 1`-eP L... NiA 40 CIA A6SL) I FV L.1 U M"i C ON - 1341F ! I l ter' sir 1- .. L;.: l- A"oN4I S'L `'- Pge- I F.14- e z1= F$-1-11- OP Za i 4I ex xr .F A ^L.I :� I yCac }•� -' F 4 i" } ., '` 'leG l �-!L i ILA h'1 i ill 1"i • • :.L11?1ascrr 7. 1 Ft-44T �I ��" L- IT T , R 4 i'4 1 :1 • 1 t'4 b14 O F ;NTE`#RNATIONAL' HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 10058 CITY OF TOMIL A APPROVED DEc 7- '1987 AS NOTED BUILDING DIVISION C670 iI I1IIII111111II111IIIII1IIIILI 0 16 TfI! INt , 2 II�II(` IIIIJIIIJI'II�IIIII`II�IIIIIII� 11111 I I111I111111111I111 9 1O ' ._ L2.1 e, ) N "•+G:':._ r...: —1 11111111II11IILI111l. 11 MAo IH FAuA Nf 12 4 ,�,i#`zY2ut ,�tc..iw..`s...rw... .• • 7 r"--- ' �* ..r -� .." � -_ � � 5� ��p/� ..drrl►.<r�rsvr�►rai.a►.�►ss -ter 5j--1c -- CSC U -F5 9- •'fob 11 'It r I.) 4' UA,14E- Imo' -1-0120 "10) q' - -r 1.2. cai'X (a' - II S_7G) - 41- I - c- . 1 I.2 4 k air El iO ) bo -c.,2 I. # D' - Il 3 _00 -02 ?z, 2' 5 I1-1. Zaci,1*-01 io33p� 5 -7c? 3" Fb p u P t-d A F2^ `• , L-l�►i~ ... 57c; 1-4 P :.I2,I poP- LIP IN R ? lt- 11 .: l--A ILL l= I H I C-1-11'41> 4. i ZE A4 1- kct41. -1 DESCRIPTION ITT) ALM> t ATk- W-- WN -T1?- Viol. =' , -?)R1) 2S2 25�L - ocip -crt- 6") - otp(1; /2.II ) AcLrITDT� C`7-Ii�L�� , 'TC� Wt g-T`rM p - i72 - oce, -b t t2. ;-s i-X-r �i 4 S I'T - ' 114 - c o -c› I - 2A -Silk-Mx-4 P.\e.c. ,Iz- SI 1�li t .1 3 Ra0.1 I- !•�F.I 1�.D '3 'I.4Iv4 -- 1at-r -cam rak4.4P 2k1 IzE1i 1-t;R. `, Fad Sc . `f (2. ALL MEASUREMENTS MUST BE CHECKED ON 'THEi.JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST 8E' RETURNED UPON COMPLETION OF THE VNORK P I t-L VA 1,,:- I c-J- t-'1 FRDI -4 It>e› (s /4' ) Z'c `NL.1M13 . � irLc�f Ftf_g- MIt-4L T AVE SCHEDULE NOTES C.7 C-2 Cp.-7 47.3 4.01-15-Er I " I - 6ipc1i e L r/ . DRAWINGS ARE DIAGRAMMATIC. LOCATE ALL VALVE BOXES IN PLANTING BEDS. LOCATE HEADS AND QUICK COUPLERS AS SHOWN ON .PLAN. PROVIDING 2" MINIMUM SPACING FROM WALLS, CURBS OR,PAVING. PIPING'SHOWY IN PARALLEL MAY BE INSTALLED IN COMMON TRENCH : WHERE POSSIBLE. TRENCHING IN PLANTING BEDS SHOULD BE LOCATED PER DRAWINGS AND. TO AVOID CONFLICT WITH INSTALLATION OF TREE AND SHRUBS. SEE PLANTING SHEETS. 2. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING IRRIGATION SYSTEM, INCLUDING ALL HYDRAULICS FROM POINT OF CONNECTION AND RELATED ELECTRICAL Ir1STAL LATION. 3. ALL MAINLINES (LINES UPSTREAM OF AUTOMATIC CONTROL VALVES) SHAD. BE SCHEDULE 40 PVC, ALL LATERALS '(LINES DOWNSTREAM OF AUTOMATIC CONTROL VALVES) SHALL BE CLASS 200 PVC, 4. DEPTH OF TRENCHING: MAINLINE.. 18" LATERAL LINE 12" SLEEVES 24" 6. INSTALL VALVES AND .BACKFIOW PREVENTER IN APPROVED VALVE. BOXES WITH `LOCKING LIDS. TOPOF' VALVE BOX .TO:BE FLUSH' WITH; FINISH GRADE. MAINLINE IS SHOWN OUTSIDE OF'PLANTING BEDS F,. �• OR CLARITY ONLY INSTALL. MAINLINE- IN COMMON TRENCH AND SLEEVES WITH. LATERAL LINES. 8. CONTRACTOR IS TO CONFIRM ELECT ONFIRM CONNECTION 'TO WATER MAIN WITHR OWNER �WREPRESENTAT IV POINT.QF REPRESENTATIVE ,BEFORE BEGINNING °WORK. 9 . PROVIDE COMMON GROUND TAt ALL�•CUNTROL LINE, VIIL APE TO BOTTOM OF P IPE, VES. PROVIDE ONE SPARE (FOLLOW MAIN LINE). O LAST CONTROL VALVE. CONTROL'WIRE FROM ELECTRIC .CONTROLLER T Scale INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. CI058 SHEET TITLE ✓ r :r; : § :,�y;t: '4#44.4",* 444141,4 4440 .0, 440,1r ( I�I�I�III�L�I�I�I�I�I�III�I�I�III�I�I�III�I�I�II11111111111111111111 1 1 1 111111111 11111 1 1111111 I II111111111111111III1If IIIIiI111II 111111111111111111I!_!'._' 111 :T �: ...•.t ^':Ki, c „e A' \.?;Ri- .:. "v -��; i`Fr�:f',7; . u 7'w..lfxa^,`ti�; •e..�rw�,,.�� i fi e. rocs* E°+•nr • yP 7 sn'f.7+'”" :' 4701 F4" gag Plan r- Z H FICR W1 Plan • • . -"" HktiIlflIhiiii 9' iiiilili /11111lil'llf� itil!4IIIIIIIIli • r, iy ,:lii AID (I) Zx2 coup. F'112, PreerrAtD1 rAtP. C+2.0w1 Ms 5eGV 14/ N u 0LY riEN' rTPE. LAJ6 • la Os GuY(, I STAKpp. re PINT II'+ 'Tar of TAN14.e IN W Ti G PP2g•xMI NAr!T 4tW1.6 pI TtoW( k4rMW0,7C). J t' MUi 1.14)ffPr'r -i A spEGfi° iap. rINISH "" &fie r) 1VE °►'TAKE 10 h:EiG+�+�cAL � 4L. SL L ' oF'F TC)P � (F .Ieoa *EtAL .. ekA41 FI'Ltr AS ,5PEt;IP'iE°ci; t.,IAT !N. C691"j 'AG'j c� 1`1OUl°40 OF ToPe,o I L ' uP1 pzT Y Wr(ii. COCK -FIL LFIN6•, EVERGREEN TREE OlArip,=reg- AT tuie4,6-r • }NTH ,0HULiH pl.A 11N& c 2 L. cfa eufur AFCAJNP -MOM K BAcx. CYD1441 6i056 66GK FiL - IW /PRO !,7 EV" 1 ' 11. 1I-I�pcu6 #1�+1 kL& EF . + �! 1e TCbtl d � HII I L HPr vtal � PAG1 i`1Ea 1°1.ANT t7PF •r �.• , GUSe a j ieL off il0' '%IOTe ; At2Q t"d.AN T, END O F IczO h1 AONG SI2 NAL.K To 5.veNs uP: IQ ©k,; ( -r'rr) PLANTING ALL MEASUREMENTS MUST' BE CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATK)N5, I RE ~THE PROPERTY OFTHE OWNER AND MUST BE RETURNED UPON COMPLETION.OF THE WON( Ti e:opyir.40INfit4 v'I = • , 1,4EruNr. 1-y €4,D44045 ripe" -- '`I` ' at .r•r L I !'1 a w ' ,3 ,°� � e- A TP.000 eg+i L p . eta' vow w-J . •pdp+Gt �w frhs,Y + aau rl'.0 • 0. . INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE VIIASHINGTON,,D.C. 20058 CIWCKF,D' SCAL 14cirite 1IIIJ IJIJI11JII111(1I111I11111.. IIIIII I 11 111111111111111111111111 I 1 1I 111111 1111TH II111111II LIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111III'., • • PRINTS ISSUED • I ft .IG- i k -riaN• .-b. LLB 44,!a ezuftrA Was/ toga j rOaler r- IJ'AN 1 0 ° Oaf A .qtr- *r�l+`�r -+.�w►?�wrn.. �..... ..,...a�.a.�+o- ...•r.w.....+i.. �''..•a.'""'+'` �. 104,0 wrimmemp.w gbh..-- ..•...•d -.. ,.�..r..;.......,.. Haig, ftea 691-m 4i-41T i2 5*T .g1C7g. .F1 i41.4 F t.. S.. -ro . tsr) Is„ .:MIN. F3M.11 t;4R Rfekvi NCr O{.. CUR P. . NARK. 15°114 ti-it? k1111-4 111 -4 TAKE. s a z 5 L.A4g `' -rt„ i 3 "G0!'roL 10PROVIPEN -CP V456. 4 WO. losiNct 4 aerr k. „Perot& tt 9L Li 1.66T PLLJ r---- 1. t tet) BACKFLOW PREVENTOR ASSEM3LY • NTS F .x --- G LIz� LIIJ� .tip✓ ,,. r: i rl ,.1 "I I vc. c-c• UR. rA,E;'�� W KI1-1r i=Ltx KI IZ. (61Z A6 Mt) DATE ALI_ MEASUREMENTS MUST 8E CHECKED ON, THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF, THE OWNER AND MUST BE RETJRNED UPON COMPLETION OF THE WORK INTERNATIONAL HEADOUARTERS MARRIOTT DRIVE WASHINGTON; D.C. ` 20¢5b cvY I13011.1\ NPVROVED ttt 7 19T1 py 66'0` DING VIS 3 set IIIIIIIIIIIIII O ib ni , C" IIIIIIIIII111�IIIIIIIIIIIII111111I111111111111111I1I1I1 II III 1I 1L1f1I� 1111 f1I1I1111 I1I 1111111111I111111H 111111I11111I 9 (� 11 MAnt l iGFPM.NY 12 `,ti ♦f.':ct• A�d'r;plxk'MVx:. »eykkv • 1/126 .5141, �L.r4�.'rtN14H -J• FN. e..7fz.•RC 4"60t -16.. - N3104 4 "_7 /a Had. C.RU4t -4W-D f . VpRT14:.1 .. Gv 4-' -o" 94, e (54- II pkiLip rit_ a. 41- coP ' 4-R� T15* a _-- I4-K- g1.*1444u4A 13.61-4P tzsiw IR-Uf eveR' '11.41 1 c> c..oL4 PI %!. 2:1'faisPE L- BRICK WALL & PIER Scale 3/4" : 1/-0" BRICK WALL Scaie 3/4" : I'- P . 2 "M ALL MEASUREMENTS „MUST, tBE,CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER' ',AND :;MUST ^'BE RETURNEED U1°ON COMPLETION CF THE WORK BRICK PILASTER & . RAILING Partial South Elevation East & West Elevations Similar Scale 3/4" ..1' -O" INTERNATIONAL, HEADQUARTERS MARRIOTT DRIVE WASHINGTON," D.C. 20058 tUo:`wo NppRovE r)tt1 19$i BUILDING OWN '+, ♦. w.,. ° UL''(20P' 164 SCALE DWG N •.' r.•n.Y1KFA±;Ma1+ Ala* a+.:r1,5::,1,... .:^ IILIl I�IIIII�IIIIIII, IIIIII I�IIIII II ��III IIIJIIIIIII�'IIIIII�IIIIIII�I t1 16 111% MO, 1 .1t ri 7 U.. 0.14 II�IIIIIII�IIIIIII�III IIIIIIIIIII�IIII'II�III�I I1I0I Ca 1h 11 M►6FMcFa,ANY 19 ii, 6m:. x,.w'ti vimC , +44 ti'�!+av, 1111,r�.; A HALT SkINGL A1S02 DBL /OPJL 26 REC EWH MECH OVERFLOW AND , . 0 ROOF DRAIN .iri SEE DRWNW I ME LO 101 EST CORRIDOR I.O it • • ■M •=I••• Y.ESii1F• ^•R 61= C/ . rl 'A "1■1lilraMA•1117 /.1110' bRY STOR WOMEN 101 •DESCAIPTION REVISIONS • KITCHEN 101_5j mom A9021 ALL;,iEASUREMENTS MUST,BEy.CHECKEO ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND,, SPECIFICA1IONS ARK 'THE PROPERTY( 'or THE, OWNER AND MUST,: BE RETURNED'UPON COMPLETION OF THE WORK [al 1f ( III N1 ■111® i>Sum" esimmillom A1101} SKYLIGHT SEE A1116 NOTE : SEE SHEETS ' `A18 & A19 FOR 1/4 PLANS OF THE PUBLIC SPACE% NOTE : ALL DIMENSIONS ARE TO FACE OF STUDS OR CL OF WALL' momagisc *z, ' WALLS TO BE EXTENDED ' TO BOTTOM OF ROOF,.,;ASSEMBLY FOR ' SOUND ISOLATION ---- -� WALLS TO BE aEXTENDED TO BOTTOM OF ROOF ASSEMBLY FOR OCCUPANCY SEPARATION SEE SHT A28 7ZIZZW4 AREA 'SEPARATION ,'' WALL -- ' 2HR PROTECTION EXTENDS FROM FIRST , FLOOR ` SLAB TO LOWER ROOF DECK NO OPENINGS IN LOW ROO WITHIN'`10' OF AREA SEPARATION WALL A i i O i SIM .41 M ens ®® 11111 _ _ !mum maim OCIIIR1111111111 26 ■■ is■ as111■ • C a _- . _ 2 — _. - Ira®r1IUTILT ■E ®eiirrisomusuii i 1111111111omi I II A1410 I SEE MECH LOBBY .r1 ®25j SEE ECH TL GUTTER OVERF SEE CI 'S SEE JW B ROOFDR I IL DRAWINGS TACTILE WARNING A1105 A1105 ARCHITECTURE ANU PLANNING CONSULTATION PROP MGR 4040 :BROADWAY SUITE?410 SAN ANTONIO, TEXAS 78209 LINEN::: AM I-200g ELEC ROOM 6§- ■ 111 >Aumm • .,, ,. iummammos mown ®? 11�y y'E11 ki1in --- ,. s y r. F.I.C. MINI— Ux OBL DB G EST ORRZDOR TYPICAL ROOF NOTES TOP OF LW' CONC DECK ELEV - 12''.8 °; ; AT RTOSES AND: :AROUND' PERIMETER OF FLAT:ROOF "t.REAS'UNLESS .NOTED OTHERWISE 'ROOF DRAINS S E._`DETAtI_ 'AEO1 TOP , OF`,LW CONC DECK ELEV 112.-3" DRAIN ROOF DECK : AROUND ALL MECH 'EQUIPMENT WITH 1/4" PER FOOT MIN SLOPE 11011 KING ALL' ORAFTSTOPS ARE 2x4 STUDS AT 16" O0' WITH 5/8" 'i YPE ' X' GYP, BD ON BOTH SIDES AND SHALL EXTEND FROM'CL(3 TO STRUCTURE ABOVE' CREATING' AN AIRTIGHT BARRIER. SEAL ALL PENETRATIONS THRU ORAFTSTOPS: SLOPE" DECK :TO `ROOF DRAINS AT '1/4" PER FOOT MIN SLOPE ALL PI TCHED RQOF, AREAS AT ; P U. SLIC SPACE :SHALL. BE TOP OF' LW CONC DECK ELEV :: i 12'--4 1/2" AT•.RIDGE 41/2' COORDINATE DUCTS WITH CATWALK AND OPERABLE LOUVER 2' -O "H X112'- .6 "W:MTL "LOUVER ROOF PLAN V ALE F . F .' E 1/8" w ,1 100 0" ASSUMED 27 2 ,MPPRC 11EC't 1981 p5 WO :t) 1111 , BUILDING rmist N ARM \iiL 16 198' (: t ::UL11. 11.A yl A .. ' rj -r INTE NA AL HEADQUARTERS.. x NTEr�NAT I ON AL WASHINGTON. 0 . C 20088 SHEET, TV LE -- .� FIRST FLOOiR PLAN AMO ROOF: PLAN PUBLIC SPACE' DRAWN CA it 'I�J'IIIII�IIIIJII�IIIIIIIIIIII O16 111!. 1Nt., 1 2 11 111111111111111111111 III'III111'I' 1I 11 I ILL 111 I111I111I11II 7 111111 8 9. ; IIIIIIIIIIII{IIIIIIIIIIIII II 11 1 C) 11 NAPE 1NGEPAIANY 12 ,,..•acs :k Mi 11. • Ds A 1 422 DS A1206 NO CONFERENCE ROOM 2 ELEV EQUIP [lbo4Aj ►1407 KING f KING t3lj KING 1135 FEC =SEE A522 AEC EWH' SEE A519 ELEVATOR A1415 T CC)RRIDD FEC SEE A522 7s'SIM CITY '©F TUKWILA MINI-SUITE .SITTING A1408 DBL /D A1407 A1424 1.1P.2] KING CONNECTOR A1206 A1406 A1206 DESCRIPTION 'REVISIONS -FEC: SEE A522 ALL;;HEASUREMENTS MUST, BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL RRINTS'AND• "SPECIFICATIONS AF E THE A1OPER U OF THE OWNER. AND' MUST' BE' RETURNF,QUPON COMPLETION OF THE WORK IA100S SIM A1405 mmiommilmummmagemmiwii ■■M■14■M■■ ■M■■ ■UI' gommu mi aiiKelaMawiw}■ maimmAimmAalial MM■ ■MMIw■I�M7110 ■dvwdsr M■ MUM ■ ■■im ■m ■1■M ■ ■s•■■ ■■■ ■ ■■■■iidll mommumw anon sows ■lea • A1802 Y-\ 1 N CU NOTE: 'SEE`LANDSCAPE DRAWINGS FOR EXACT CONFIGURATION OF COURTYARD rum ('U... 1 1 rum m"" 'U.■ ■ ■M ■g iM ■ ■ ■■■■■ �Andlutd. �lii�l�v REGISTERED /ACHXSECM CONC PATIOS COURTYARD SIDE ONLY A1004 A1406 REC EWH 'SEE A519 ARCHITECTURE AND`'PLANNING.CONSULTATION.. MINI -SUITE SITTING Libel KING CONNECTOR [i10 KING X11 DBL /DBL. KING Ca s] DBL. /DSL TACTILE WARNING 4040BROADWA'f SUITE 410,. SAN.ANTONIO.:'TEXAS 78209 REC. E W H. SEE 4519 STAIR NO 3, A1002 10 KING L.J A1407 KING REC EWH SEE A519 107 KING KING 11lj KING ELEV EQUI gOQj A141,5 DBL /OBL A1407 R27 DBL /DBL [1. 'KING A1004 corpora A1405 131-7" .' v M:I"•lRIQTTIONAL . HEAMARTERS 7 ; 1 i SHINGTON, D . C . ! 20058 1S /4' SHEET TITLE FIRST, FL OOR PLAN GUEST.WINS NOTE : SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF SHEAR WALLS NOTE: ALL DIMENSIONS ARE TO NOTE: SEE EXTERIOR 'ELEVATIONS FACE OF STUDS OR OF ' ON SHEETS A7 AND. AS FOR WALL OPERABLE LEAF OF DOORS AND WINDOWS NOTE: SEE SHEET . A -20 FOR LARGE —SCALE TYPICAL FLOOR PLANS'OF THE, GUEST ROOMS NOTE: INSTALL STOPS ON SLIDING GLASS DOORS AND WINDOWS AT GUEST ROOMS THAT FACE '`THE 'PARKING LOT TO PREVENT THEM FROM OPENING MORE THAN 20 "` (AT'' FIRST FLOOR ONLY) USE TAMPER PROOF "FASTENERS ON STOPS SCALE 1/8" F.F.E. 100' DRAWN JOR NO ASSUMED 26.0 '''ACTUAL Oib111!.IN(H 1 2 3, fQa IPi] 10 11 MAD[ 916"1"3" 12 tit ;;�„ °xk,.. a ,. si•'M °Cin.t.0 M.�C+ti.Mm+ ?.r4:,ti.•” + ^<' 23'- -3 3/4" 27'-2" `1E3 13/4 13' -•7" A1405 .OPEN RAILING SEE 1320 A1406` DBL /DBL ELEC FPM 2003 . KING A501 FEC -SEE A522 A1423 J, 1203 A1407 MN • ITV OF TUKWILA MINI - SUITE BITTING 252) KING I2501 ING 24 MINI -SOITE SETTING A1406 A1206 DESCRIPTION REVISIONS A1405 RAILING 317 ALL MEASUREMENTS MUS:..`,BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL;PRINTS „AND' SPECIFICATIONS ARE TH,E PROPERTV!'OF THE„ OWNER AND 'MUST,: BE' RETURNED;' UPON COMPLETION OF THE WORK A1004 SIM A1003 SIM SL--3 SKYLIGHT A1004 A1405 A1406 A1206 A.1206 ARCHITECTURE AND PLANNING CONSULTATION KING DBL /D13L iiI DBL /DBL 216 DBL /DBL STOR T_ORRIDOR 200171 TACTILE TACTILE WARNING TYP E,\LR T'O OB-Y 200IA A1407 KING V VENDING 2005J 262 KING X09 KING [ ] DBE, /DBL A1407 2gj' KING 2 KING A1406 A1004 A1003 13' -=711 13/ 4'1 SHEET TITLE SECOND FLOOR PLAN GUEST WING FACEDOFESTUDSSORHrk'OF NOTE. ONESHEETSZA7 AND FOR NOTE: D'A8 FOR WALL OPERABLE LEAF OF DOORS AND WINDOWS . NOTE: SEE SHEET A-20 FOR LARGE -SCALE TYPICAL FLOOR PLANS OF THE GUEST ROOMS NOTE : SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF SHEAR WALLS SECOND FLOOR PLAN - GUEST WING JOB NO DNB NO .AAA,!i!"-e**.ar111,:A'.IgiMst ,k '/} 'itt*Vk1%'iWfAF4m c`oo..)0,4 .r Aleww b; R 11111111 ItIII1III!III1III{ 0 1R iH51N(.h 1 1111111 IIIIII111111I 'IIII1111111IIIIIIIII1I 2 3 I IIIIIIIIIIIIIIIIIIIIIIIIIII IIII 11111111111111111111111 11111 9 10 11 MADE Ul PAU.ar 12 ar.u'.ih..M.ie� s,: �,t r'it vxi"Var.e "w 23' -3 3/4' 13'9" A1405 OPEN RAILING SEE •1320 131_7" A1003 SIM AI406. A901 A1206 • OBL/DBL 3611 OBL/DBL 135g DBL /DB OBL /DBL KING LINEN RM 130o6AJ A501 ELEVATOR LOBBY 3 Q AI4I5 3005A — FEC7 A5 EEC -SEE A522 1203 A1408 1250 KING DBL /DBL AAI407� KING 346 DBL /DBL `DESCRIPTION DATE BY A1205 A1206 A1405 ALL,,MEASUHEHENTS MUST %BE,;CHECKEO ON`THE JOB'BY THE CONTRACTOR. ALL PAINTS; AND; SPECIFICATIONS ARE THE''PROPERTY.Of THE OWNER AND'MUST;"BE RETURNEO`UPON 'COMPLETION OF THE WORK OPEN SEE RAILING 1320 .SL-3 •SKYLIGHT A1.004 pumm A1003 A1405 A1406 A1206 DBL /DBL 3141 DBL /DBL 32 ARCHITECTURE AND PLANNING' CONSULTATION 4040 BROAOWAY , SAN ANTONIO, 'TEXAS 78209 LINEN FPM poqg M NI - SUITE % KING 4111011, A1423 3001A FH,C. ter V ENDIN 3005 A1407 ti TACTILE- • WARNING bbl KING [§07 KING pop] KING {311 _N KING 21 KING A1414 A1406 A1004 A1405 INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20058 NOTE: ALL DIMENSIONS ARE TO FACE OF STUDS OR OF WALL NOTE: SEE EXTEPIOR ELEVATIONS ON SHEETS A7 AND A8 FOR "OPERABLE LEAF OF 000RS AND WINDOWS NOTE: SEE SHEET A-20 '` FOR LARGE-SCALE TYPICAL. FLOOR PLANS OF THE GUEST ROOMS NOTE SEE ` STRUCTURAL DRAWINGS. FOR LOCATIONS OF SHEAR WALLS SCALE 1/8 "'' r'.t�M�.'F 1111 11111 h .A Yur: uc•. 111IIIIII1111l1IIiI) 1I1I11111I1111111IIi111I1111111IIII 1111111 1111[11111I111111111111111I. 111111 11111111111111111.1 1 f�4 [� An 11 MAU IN urPMANY 1 8 14' x�im 9 i4ila � fPt» n ka ..+ .c�`u:� id cta 4 +.Z+"':" .nc.7... " i�J'rTMKn'rw:Y+0.�iYh {t`tipq. "ice y °.PF37 Acv Z „,, w1.•�tF;1sJ.P cai s x 4- 0" LONG 3/4" PLYWD. 2 LAYERS Or QUARRY TILE W/ BULL NOSE FINISH ON SETTING BED. W/ FIN 2.x ,BRACING /E0 `; WALL AT ACH END OF z SHELF CERAMIC TILE N/ FIN', I, 3 A503 TILE COPING AT � POOL AND WHiRLPOOL SPA SCALE 1 1/2" 1' 0" STC 63`° VENDING 7200.5j '---° , B ' LABEL ELEV.DR.& FRAME - WOOD STVD,, BA W/ SHEATHING NG BACK-UP --MD. STUD CONC. COL . C, o - �Cyy :_L:n 2 X3 • LOUVER _SEEASJ; i0' --7" AtFTO ... TOP A -HIgD Fi:(0 2'X3' LOUVER i. 10' -7' AFF TO TOP AT THIRD FLOOR xi q. LouvFQ cFF_A518 7'- 10. Af"F JA I TOD AT SECOND F'L!II5R REINF •a MESH FOLDING TABLE SEE A525 MATT INSUL USS UCT UTILITY : SHELF,;; WITH MOP HOLDER ELEVATOR LOBBY AT 2ND tRD FLOOR (SiiM. AT OPPOSITE. SIDE) SCALE: 1/4" 1- I' -'0' NO OESCRrP *TON. DATE FIRST FLOOR SLAB SEE STRUCT. ACOUS. SEALANT,- ELEV LaODER 24 X1.44,0 � - ACOUS. SEALANT AND BACKER ROD A506 TYP. ACOUSTICAL JOINT AT FIRST FLOOR SCALE 3'” = I' _ 0" MTL. SHELF SEE A520 ^ EWH SEE A519 4'x4 "x 1 /14 STEEL i/NfLE BELOW SILL TYP: --,y �►. STC 63 NOTE: FIRE P CONTRACTOR fi SPRINKLER HE ACCESS PANE IN LINEN CHU OTECTION HALL'' PROVIDE DS AND RATED S AS REQUIRED E 114 TJ I BLKG TYP AT ALL FIRE AND SOUND RATED WALLS ----_ FILL VOIDS BETWEEN TRUSSES W /CLASS A BATT INSUL. ---� .72'x78 LOUVER' B"XiB• ' SEE A5I8 LOUVER .7'- 10" AFF SEE A518 ju: ,TOP OF LOUVER MTL. ANGLE CHUTE SUPPO /-=1/2•• RESILIENT CHANNELS I /4" 4776 A516 ELEVATOR LOBBY AT '(SIM. AT OPPOSITE SIDE) SCALE: I /4 ":I4 -0" REGISTERED A1328 SIM EEN SS •A FIRE TAPE EA. SIDE ACOUS. SEALANT 28" D!A- 331 LINEN CHUTE FIN NOTE: PAINT WELDS ON INSIDE OF CHUTE W/ EPDXY PRIME I--2 LAYERS 1/2" TYPE 'X' GYP. BD. SEE A2902 MTL EDGE TRIM EA. SIDE A507 TYP. ACOUSTICAL JOINT AT INT. PARTITION SCALE 3" s I ` - 0" SLOPE I/4"/ FT. '7 DBL. ROWLOCK BRICK CAP TO MATCH PAVERS U 3 -C" RECESSED '' LIGHT r,.=,K SEE ELECT iICA!- --= Lir�lE OF CEILING -- RECESSED LIGHT SEE ELECTRICAL LINE. OF CEILING - NO.4 BARS VERT. AT 32" O.C. GROUT SOLID IN CORES 12" CMU CONC. FILLED , SLOPE TO OPNG ARCHITECTURE AND PLANNING CONSULTATION CAULK ETWEEN CLASS .A __- 2 x 4 WOOD STUDS CONC. PATIO a FOUNDATION SEE STRUCTURAL 1/2" ` RES. CHAN. - E.W.H. CABINET -- 2 x 2 WD. NAILER �- 5/8" TYPE ' X' G.B. '~- I I/2" 'THICK SOUND ATTEN. BLANKETS 4040 BROADWAY. SUITE 410 ,. SAN .ANTONIO, TEXAS 78209 EXTEND I" SHAFTLINER VINYL WALL COVERING 313 BEYOND SECTION CORNER GUARD BEYOND SECTION A518 HEM AT LOUVER (JAMB SIM.) (OPER. LOUV. SIM) SCALE :. I I /2": I 0" ELEC., WALL' HEATER CABINET SCALE ' 1 1/2" = XT.' EM 331) SEE PLAN 12' 6 W/ PLAS. LAM. 3257 /r WHERE EX'")SED 3J:: PLYWOOD WI PLAS. LAM (325)TOP AND EDGES /// VER`t1CAL 2x4 WO :SPACERS:' AT EA. HUE PAINT TV MATCH WALL . NOTE: ROUGH OPENING FOR PHONE _HOUSING IS H.x Ii 3/4" W. -- ROUND or•F: l-' SOLID BLOCKING WHERE REQUIRED BETWEEN STUDS I(I/'2° x 11/4 x9.1/4 W/ -1/2",f11/4"1.4.8 ANCHOR W/ V2 PHILLIP STUD ( TYP) 2 x S WD STUDC .3" PL. WD,..eLAS. LAM. FIN. - -5/8" 1'LYWD PLAS. LAM. FIN (.30 2 x 4 WOOD STUDS , BAR 2 I/2 "x 3/8 DIA. ST RUNT 1ST. FL. LPL ANCH.pRACKET INTO GONG W /I/2 0 EAP BOLTS "STANLEY V772 HEAVY 0 DUTY FOLDING BRACKET es \--RECESSED TOILET PAPER HOLDER AS SPEC FIN OPNG 5 I/4" x 5 1/4" 3" x 3 x l/4" W/ I I/2,,: x 11 /G M.E. ANCHOR W/1/2 PHILIP STUD, INTERNATIONAL HEAOOUART P4 DRIVE WASHINGAAHIOT TON. D.C. 20058 SHEIr TITLE 1/4" PLANS OF LINEN ROOMS, ELEV. LOBBYS, AND AMC . DETAILS LWIAWU A 509 SECT.ATSTANDARD A521 RECESSED TELEPHONE TOILET PAPER SCALE:` I I'- 01{ SCALE I 1/2" 1 -- 0" 4-4 44‘,10•04114wromur<remArsIIMIIMIOrPH,nr44W0.4),...,—..,,, ••Y f•^'r r 111`II1111 I1�III�I�I 16TIis INC.. 1 II 111111111111111111111111111111111111111111 �III�I`I�1�1�If 1�III�I�I�III� II�II1�IJI�III!I�I Ili II III 6 1n 11 MA/9461B4ANY 12 .•r ti 4 S,-.:.r. ?...a1,?Vr. r „i�, ar .:+. ,.. ,Y- .'.'1,,w1.v. ..:,...,, , , v. v.:c;�.✓ s. ✓n'':•::'v..� +, -i MTL. GUTTER TYPICAL A1206 1aa 1lA awl II -<iaLi A-IR r'I�AY f1 aAr 2: a'' OS RAIN .:1 i......mr..�..rr...."C RAID ��'ra� DIVERTER" .:::=:: Ai.rm. r Z�I�dra7�a aaraa�I�M_ 1r I I A as NW "MIMES INNININIII�M� r • =an:: WI I� rA�a. lrw1AAai. 'tmosiimmooto 0012 arm r ,A=i l l soin a :A. tnimtw=:1a.a MINIX .i!Z�Ia. yIii /�•y fS NUNN waA•ar �i��r_ U�. .I li �lL�ir allraa.I wr.aaa ■ a.alr laarwaa _ aar.awa�es 1 ....rw,. 7=r.... aaaa�.a OINRM 1". MIIIIIMIIIIIMIll SEE, MECH. A1324 A1325 ALL” MEASUREMENTS 4UST`,GE CHECKED ON THE JOB BY THE CONTRACTOR. ALL POINTS AN SPECIFICATIONS ARE *THE,, PROPE TY '0(� THE, ;OWNER AND MUST BEpiRETURNEC;UPON COMPLETION OF THE WORK MTL. GUTTER TYPICAL MTL. GUTTER TYPICAL OS, A1.004 S (1 EL. • 111'- =5 1/4" AT RIDGES AND AROUND SPERIMETER OF FLAT ROOF AREAS UNLESS NOTED OTHERWISE. .< N 2 EL. 131° -2 1/4 11 AT ROOF DRAINS a SI M TO DETAIL A601 30 DRAIN FOOF DECK AROUND ALL MECH. EQUIPMENT WITH 1/8" PEA FOOT MIN. SLOPE. ALL ORAFTSTOPS ARE 2x4 STUDS AT 16" O.C. WITH 5/8" , TYPE 'X' GYP. BO. ON BOTH SIDES AND SHALL EXTEND FROM CLG_ TO STRUCTURE ABOVE CREATING AN AIRTIGHT BAr.^IER SEAL ALL PENETRATIONS THRU DRAFTSTOPS. SLOPE DECK TO ROOF DRAINS AT 1/8" PER FOOT `MIN. SLOPE. 6® ALL PITCH"ROOF AREAS AT GUEST WING SHALL BE 4 1/2" TO 12 PITCH. t EXTEND ALL WALLS AROUND STAIRS TO BOTTOM OF ROOF ASSEMBLY. 24 "x24" ACCESS DOOR INTO ATTIC. EXTEND WALLS AROUND ELEVATOR TO BOTTOM OF ROOF ASSEMBLY SEE A1004,` 11 FAN IN ATTIC SEE MECH. I2 '2'-- 6" )(5'h SOLID WOOD DOOR W/ CLOSER, SEAL W/ SMOKE GASKETS. DOOR # 26 0 ALUM. LOUVER IN GABLE SEE ELEVATIONS SHT. FINISH TO MATCH 331. A7 AND AB '3'x3' VENT OPENING WITH FIRE DAMPER. EXTEND FIRE RATED WALLS TO ROOF DECK. SEE SECTION A1002. 1�6 2 LAYERS 5/8 "TYPE 'X' G.B. ON FACE OF TRUSSES TO ROOF DECK SEE A1002. CITY OF TUKWILA APPROVED. 0EC7- 19871 i6 nUTED BUILDING DIVISION, 0 24" WIDE '3/4" PLYWOOD CATWALK ON TOP OF ''BOTTOM CORD OF TRUSSES COORDINATE WITH TRUSS MANUFACTURER. A1004 Pomo MTL . GUTTER `TYPICAL as =LAT ROOF BELOW ARCHITECTURE AND PLANNING CONSULTATION`;. A1206 SEE MECH. SEE !AEON A1324 DS•. ASPHALT SS IINGL ROOF �} L LOUVER HTL GUTTER A1004 GHEE? '- 71TLE` ROOF PLAN GUEST WIN 1.6 1987 tF��.lc�a11A �F�falt S)�pT. f.'J,I.r14r,rsrIar IIIIIIILIMIT'IIII IIIIIIIIIIIlIII1IIIIIIIIIIIIIII1IIItIII1IIIIIIIIIII. n tc TIM INLh 1 7 '2 ; t., ,,.,.J *.> IIIIII�II��III I I ' I I�Iil�iII�IIIIIIIIIIIIIIIIIIIII I a in 11 MUM 1?i 6FRMANr 12 ws.._',,..' .,,..�,...,� i'. ,.. GALV. MTL. CAP SEE A1315 A1315 CHIMNEY CAP SEE A.131.5 -LFII■1ISH • GUTTER COLLECTOR SEE DET . A1413 — A903 A900 631151 SL-- 1 SKYLIGHT _ - SEE A1116 tE7771717713._ ' WO . FASCIA 3RD FLR F.F.E. 118 g- A1004 NO 1 DESCPIP7ION ==1111114111 1)(6 wb. FAS 1x10 wD F A . J I SEE A804 0. FASCIA ---: ALL. MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOFI. ALL PPI TS AND SPECIFICATIONS ARE THE PROPERTy, OF THE OWNER AND mUST, BE RETURNED THE COMPLETION OF THE WORK SOLID RAIL SEE A1317 SCALE : 1/8" CITY OF luiiWitA APPROVED DEC7. 1981 As NOTED BUILDING DIVISION 'SLOPED TEXT -WALL SYSTEM zE]\ Top OF CMU ASPHALT SHINGLE ROOF--, 1/2" TEXT ' WALL • SYST JERRY TOEIS '''• Fut of tastost044 al010111i C J . SEE A505 FASCIA 'loom A J . CLEARANCE- S/GN N.I.0 FINISH FIN SH 33 i FASCIA.: JERYTHEiS ARCHITECTURE AND 'PLANNING CONSULTATION -C.J. SEE A505 CMU SCREEN WALL SEE STNCT -CLEARANCE SIGN N.I.C. CORNER' GUARD' 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 FINISH GRADE SCALE:: 1/8" 1 " :1 /8 " - 0 " A1004 A1003 MTL GUTTER MTL GUTTER 'WO FASCIA 6 WO FASCIA 0.110P 1E-3. N R F. _ _ ILII FINISH ImIlt-4EL,i SOLID RAIL, htmoofiliorl Men SEE A 1317 INTERNATIONAL HEADQUARTERS MARRIOTT , DRIVE WASHINGTON, 0.C. 20058 DRAWN e..t4. J. APPR JOB' NO NOTE: FIRST FLOOR F F E ASSUMED 100'-O" ACTUAL 26 . 0 g ..--"7op.41440,1,104161011104,14"P"esm net.. .7Agt 140.01W1001140! 1111111111 • .4",.Z.;-- PRINTS ISSUED ASP HALT SHINGLE ROOF –ASPHALT SHINGLE ROOF GUTTER, 3RD FLR F.F.E. 118-8 iX6 WU FASCIA WD. FASCIA: FINISH SOUTH ELEVATION INDOOR POOL AND GUEST WING SCALE : 1/Bu A1002 7.------ASPHALT SHINGLE ROOF MTL. tui ol GUTTER—, DESCRIPTION PATE 'AI....,NEASUREMENTS MUSVBE;CHECKED ON THE ;JOS BY THE CONTRACTOR. 1LL ,f,R*Ts APD spe6IFicATior4s, ftR€ THE PROPERTY:0E,THE OWNER AND MUST,DE"RETURNEDUPON COMPLETION OF THE WORK '.1x6 WO FASCI A.J. SEE A504 TYP---' WNW 1111111 111111111 BEYOND OP WRAIL _ SIIIICFMMIM ihr.11.91W.I, 1.11U 4 11 1 CITY OF TpiiwIlA APPROVED' DE.13 7. 1987. AS NOTED BVILOITIT715NT6T–' SCALE : 1/8"ta A1004 A1003 mums 1SIM MTL.CAP- --:7,SEE A1315 TL.CRICKET -TASPHALT SHINGLE ROOF ASPHALT SHINGLE ROOF 44TL._ GUTTER -MTL. F- -E.* GUTTER A.J. SEE A504 TYP Anciiii.icTuRE AND 'PLANNING CONSULTATION SL –3 SKYLIG 4040 BROADWAY SUITE 410 SAN ANTONIO. TEXAS 78209 SOLID RAIL SEE A1317 2NO FLR. A.421 A1007. ASPHALT SHINGLE ROOF 'orpti INTERNATIOAL HEADQUARTERS MARRIOTT ..:DRIVE WASHINGTON.D.C. 20058 SHEET TITLE .0.-COVER A1427 NOTE ST PLR. F.F.E. ASSUMED:100' ACTUAL: 26'– 0 LOWER LOUNGE F.F.E 9W-9" NORTH ELEVATIC)N INDOOR POOL. F°1:1(DM CCDLJFITYAFI 5v.4,M1t! 0Ai,igcriptlialittrkMAAII00#44504V WO..WWWMMe4*.:4°,049-1000 NpottaMull prowl NOW plipp11111111111gimmilipplipHirlipliplimMT01 0 INC 1 2 4 Hip 111I1 les. ' 7 s �1ea n this 111111111I 1111111111111111111111111111111111111/11111111111111111 9 10 11 MADE ItiOtP1`4Y 12 _ SIIIICFMMIM ihr.11.91W.I, 1.11U 4 11 1 CITY OF TpiiwIlA APPROVED' DE.13 7. 1987. AS NOTED BVILOITIT715NT6T–' SCALE : 1/8"ta A1004 A1003 mums 1SIM MTL.CAP- --:7,SEE A1315 TL.CRICKET -TASPHALT SHINGLE ROOF ASPHALT SHINGLE ROOF 44TL._ GUTTER -MTL. F- -E.* GUTTER A.J. SEE A504 TYP Anciiii.icTuRE AND 'PLANNING CONSULTATION SL –3 SKYLIG 4040 BROADWAY SUITE 410 SAN ANTONIO. TEXAS 78209 SOLID RAIL SEE A1317 2NO FLR. A.421 A1007. ASPHALT SHINGLE ROOF 'orpti INTERNATIOAL HEADQUARTERS MARRIOTT ..:DRIVE WASHINGTON.D.C. 20058 SHEET TITLE .0.-COVER A1427 NOTE ST PLR. F.F.E. ASSUMED:100' ACTUAL: 26'– 0 LOWER LOUNGE F.F.E 9W-9" NORTH ELEVATIC)N INDOOR POOL. F°1:1(DM CCDLJFITYAFI 5v.4,M1t! 0Ai,igcriptlialittrkMAAII00#44504V WO..WWWMMe4*.:4°,049-1000 NpottaMull prowl NOW plipp11111111111gimmilipplipHirlipliplimMT01 0 INC 1 2 4 Hip 111I1 les. ' 7 s �1ea n this 111111111I 1111111111111111111111111111111111111/11111111111111111 9 10 11 MADE ItiOtP1`4Y 12 4 11 1 CITY OF TpiiwIlA APPROVED' DE.13 7. 1987. AS NOTED BVILOITIT715NT6T–' SCALE : 1/8"ta A1004 A1003 mums 1SIM MTL.CAP- --:7,SEE A1315 TL.CRICKET -TASPHALT SHINGLE ROOF ASPHALT SHINGLE ROOF 44TL._ GUTTER -MTL. F- -E.* GUTTER A.J. SEE A504 TYP Anciiii.icTuRE AND 'PLANNING CONSULTATION SL –3 SKYLIG 4040 BROADWAY SUITE 410 SAN ANTONIO. TEXAS 78209 SOLID RAIL SEE A1317 2NO FLR. A.421 A1007. ASPHALT SHINGLE ROOF 'orpti INTERNATIOAL HEADQUARTERS MARRIOTT ..:DRIVE WASHINGTON.D.C. 20058 SHEET TITLE .0.-COVER A1427 NOTE ST PLR. F.F.E. ASSUMED:100' ACTUAL: 26'– 0 LOWER LOUNGE F.F.E 9W-9" NORTH ELEVATIC)N INDOOR POOL. F°1:1(DM CCDLJFITYAFI 5v.4,M1t! 0Ai,igcriptlialittrkMAAII00#44504V WO..WWWMMe4*.:4°,049-1000 NpottaMull prowl NOW plipp11111111111gimmilipplipHirlipliplimMT01 0 INC 1 2 4 Hip 111I1 les. ' 7 s �1ea n this 111111111I 1111111111111111111111111111111111111/11111111111111111 9 10 11 MADE ItiOtP1`4Y 12 * : 2x6 RED �AK<' SEE A1312 '• GALV. CRICKET T- • : .36./____ 1 TOFACEOFrIN 1 AT1NTERMEDIATE LANDINGS ONLY A1U2 SIM. WUWYI CONNECTION APOR ARRIER- A1108 -2LAYERS 5/8" TYPE 'X' G.B. � OAK CAP A2901 —SEE A1310 6'-5" 1 7 TREADS AT 11 V►M'! i•JJ4/ RETURN G B 7L DUCT. » . i 1 j k -- = EJ:; L 44 -- ------= - - - *1114 '- SEF R.D. LEADS SEE ALAS$ PARTITION SEE A2123 LOBBY f1025 j --- — . : J \-SEE STRUcT- 11 •._- —1 2X8 AT 24"�C _••;-______ '-PROFILE.. FLATS "AUGN W/ BOT -•--::.--- 1 ROOF BEND 1 OF WD TRUSSES L_ ___ _ _._-•__ - fl-•-::_::__ ".' ,. .f 4' — - -EXTEPID WALLS TO ROTTOM OF ROOF ASSEMBLY. SEE FLOOR PLAN Al A1313 SIM R-30 CLA A'-' BATT INSULIN ROOF ASSEMBLY ,-. ... p.• F • ••a••._. • • •• - • • A900 SECTION THRU LOBBY DATE . ALL 1•4EAsuREMENTSMusT:RE CHECKED : ON THE `JOB 2Y THE CONTRACTOR; ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY O 'rHE OWNER .,a usr BE RETURUED IJPON COMPLETION QFTHE WORK . ;SEE STRUCT 1;:J► Ih! A$OI SECTIO I.N THRLJ PUBLIC SPACE AND. STAR SCALE 1/4►1 : ' " RIEk .WINDOW x, -•-••• ;�� ROO Afl14 A1310 - __;'• 1 HR ROOF _; : • • ASSEMBLY •SPRINKLER IN ATTIC A2901 ::i3—E—ThN5 - - CITY OF TUKWILA A P P R 0 V E 0 DEC 1987 AS NQTf LEADS AT 11 SEA TRUCT. CORR oII NATES CK SEE STRUCTJ :2DfL iia.. . , *'•-•iE4'h& in. . _____ j ,. DRAFTSTOP- SEE RCOVPLAN MECH.DUCT X9P : . 1 :2 LAYERS 5/8 "/ LIYPE 'x' G.B.ON FACE OF TRUSS SEE, A903 4776, tI"EJ COVER SIM A1426 -2 HOUR AREA , SEPARATION WALL . LINEN ROOM ' IE.J COVR [VO] SIM *1429 Ipc.J. COVER jI42 BRASS HANDRAIL [SEE A523 • :B: AT : 11 MARBLE u ?047 -, PLANTER : SE A2Il7-. PLATFORM : COL. \ . : ; WDTRELL1S(4 SEE SHIT A23 CASSC PART TION BEYOND SFiZ *2122 REGISTERED ARCHITECT; SEE STRUCT( A$SQCIAT•ES., £RCI'ITCCTUAE AtiO PI. IHJNC CON1UTAT10N 4040 BROADWAY SU1TE 410 SAN ANTOUIO, TEXAS '8209 CARPT - -FIN. WD (345 L. CRICKET . SEE STR - ASPHALT SHINGLE ROOF A1106 SEE STRj A1109 PINISh •-I HR ROOF-' ASSEMRLY SE A2901 VAPOR— BARRIER -5/8 TYPE G.B •/4•iLYWO : . CT 'Li( 5 __ - ROOF P AN ! ' r . , ,,4 ltbe! !W" — - --- N UL VE 2 LAYERS • 583TYFX•. (3.8. :VA.QR . .,,--- FiA 'RIER - HR ROOF 41,L-'- ASSEMBLY "1 „SEE A2901 PAINT AIt!5 pAjN-r c4,: :rcciuMN ( 331 FIN. A2l2 . ESTAURANT :PQRTE COCHERE CONC W*JJ S� CIVIL PREP$iB :1 FIRE~ ACE *5• .PEC. L 34: ,CONCC. un ,. SEE IVc U NTERNAT1ONAL HEADQU*RTERS MARRIOTT DRIVE WASHt4fOTON , D.C. 20058 SKEET T11t.E BUILDING SECTIONS AND DETAILS PUBUC SPACE. OAWfl K.B ,all is,r FLOOR A903 SCALE: IULiG19871 ct-r OF 7•#7e7 .,..,._. 1 ' ' 1t 1' 1 1' 111111111111111111h111111111111111111111111111111lI 9 10 11 1 0 i '1 2 3 12 - l../;. u.A. s.. --Tin. WALL SYST PRINTS ISSUED W.P. MEMBRANE -R•39 BATT INSUL. SEE STRUCT. K,: MIL "' DUCT- SEE MECH. WOLM. CURB CANT STRIP E.J. COVER BASE FLASHING .11,1 ∎,71,1111%0 :1 Y 1 CAULK FLASHING --- --- -- DOOR 20A -- STAIR 2 FIRE DAMPER 2 LAYERS 1/211-' TYPE $' 0.8. ON 1/2' RES CLIPS I/2" THERMA FIBER 7 TREADS L.W. CONC. DECK_ ON 3/4" PLYWOOD A1006 E.J. AT FLAT ROOF/ 2 HR WALL SCALE 1 1/2" = 1' - 0'y FILL. VOIDS BETWEEN TRUSSES W /CLASS A r --GATT INSUL. SL° 3 SKYLIGHT AI308 AI310 TEXT WALL'- r--' -- SYST. BEYOND E.J. COVER - - --1 CANT STRIP - BASE. FLASHING -- B.u. ROOF -- HEAD 71/2' W.P. MEMBRANE 12 41/2 rr Ai314 A1604 ROOF ACCESS DOOR BENIN SECT. CUT"''` SEE PLAN I I/2 THERMAFIBER INSTALL PER ICBO --REPORT 2331 3' LA' FFS 1/2" TYPE X G.B. SEE A2802 VAPOR BARRIER O" FILL VOIDS W/ BATT INSUL A1008 BOTTOM OF I HR SHAFT A100! -Q.T. BA 4503 Q.T. BAS A1113 ` -=2x8+ WD RAFTERS, SEE STRUCT: 10111'1'�'SI} DECOR TILE DECOR TILE POOL -f SEE PD - I.; A1001 SECTION THRU STAIR 2 (OPP. AT STAIR 3) SCALE : 1/4" I ' -:'0" R -8 PERIMETER INSUL. .' 1 i !'1,6VA SARRZER TYPE XwG.B SEE A290I EXTEND RATED WALLS TO ROOF • ASSEMBLY CO': 300f1 2 HR. AREA SEP WALL A1308 SIM. FRAME : BETWEEN BOTTOM CORD OF 'TRUSSS W/ 2x6 AT16'.O.0 `ALL,;,MEASU:ifl.ENTS MUST BE CHECKED ON THE JOS BY THE CONTRAC'OR. ALL PRINTS,AND SPECIFICATIONS ARE THE PROPERTY OF THE OMNEA. AND MUST BE RETURNED UPON COMPLETION OF THE MORE( RTU SEE -MECH. ASPHALT SHINGLE ROOF 4 1/2 5/8" PLYWOOD SHEATHING r i FILL ALL VOIDS BETWEEN TRUSSES W /CLASS A BATT INSUL. WO D TR SE + STR HVAC GRILL SEE MECH FILL VOID -BATT INSUL_. A1008 VAPOR '- BARRIER STOR. (200 CEM. PLASTER .. 9 E.J. COVER SEE A1426 CEM PLASTER 'TREE' TIL EXERCISE RM. (1008 E.J. COVER SEE A1432 CITY OF TIJKWILA APPROVED OEC 7' " i987 AS t Crl:J A503 E.J. COVER SEE A1431 T� rn-i 4776 RECTSTERED ARCHITECT SEF�Y , TB.EIS STAR 01 1'fMThNGTOH ' ASPHALT SHINGLE ROOF A1002 SCALE ASPHALT - = SHINGLE ROOF EcT w DAMPE - 2' -6" x ACCESS DRAFIST� SEE SHT. OR THRU `BEYON 2`x2` VENT OPNG. W/ FIRE DAMPER SEE MECH. SELOUVER E MECH 3`x3' VENT OPNG- THRU DRAFTSTOP BEYOND SEE SHT. A PLYWD CAT WALK R-39 BATT - INSUL. A1307 FAE ^,IA • SAT. TERMINATE SHAFT AT ROOF ASSEMBLY SEE A1327 -\ 2 LAYERS 5/8" TYPE X' G.B. - SEE A2901 : JERRY THE' ASSOC I ATESiNC`I:. A I I I2 ARCH!TE 'PURE AND PLANNING CONSULTATION S I M. FASCIA VAPOR BARRIER 2x10 WD.-' NAILER SEE SHT. A25 3310 - FIN. EXTEND ALL WALLS AROUND ELEV TO--„ BOTTOM OF ROOF ASSEMBLY BALC. ' KING SSING KING BALC. BALC. BATH CORR. Dog] w, ELEC. CflO .-SOLID R SEE A13� IL 4 3RD FL. EL. 1181 -6" FILL VOIDS .BETWEEN TRUSSES W/ CLASS A BATT INSUL. TYP'. KING DRESSING KING BALC. BALC'. A1305 FILL VOl TRUS3E; BATT IN S B B W/C UL. DOUBLE / DOUBLE 16� ��IrEIrM�B II6��OWlOIS■ CORR. ELEV. NO. I A1115 A I.. 2ND FL. EL.109' -4" FILL VOIDS BETWEEN TRUSSES W /CLASS Au BATT INSUL.TYP. KING CORR. DRESSING KING PARKING SIDE COURTYARD SIDE CORR. [1ooi] 1ST: FL. EL. 1001 -0" ..-- -- -STEEL LADDER SEE A524 COOR. W/ ELEV. MANUF. SHEET TITLE IIII- =II I BUILDING SECTIONS AND DETAILS I GUEST WING -SEE STRUCT A1003 SCALE: A1004 SECTION THRU GUESTWING ELEVATOR NO SCALE: ' 1/4" = II -0'1 iltnt.1161VIR - JUL .:G 1987 CITY ( iik.re:vW LA KA.N " {; �N"i'9 +ilusli: ya a., WRAP MESH 2 LAYERS 5/8" "TYPE', IX' G.B. SEE A290I 114'i. ASSEMBLY 5/61` PLYWD NAILER BUILT UP ROOF `-SEE STRUCT SHING CANT STRIP WOLM BLOCKING WRAP MESH 1'1/2" TEX'', � ALL - SYST 1W FINISH 1 HR. ROOF ASSEMBLY A2901 • I- II 7/8" . 1 �o�og 4 EXTEND BASE FLASHING . UNDER FRAME 5/8" TYPE.'Xt GYP LAP SHEATHING -- HEADERS. ACROSS OPNG. SEE STRUCT. ■_Ir r6w111rwr11■ ��■ua�e�>•rw�i�sl�1 ■ni 1_ MI,1__ lrl■•11t1 1 CONT. DRIP SIM A504 g" TYP. GAM MIL, `CAP 368 FLASHING W /CLIPS A1107 LOUVER IN SCREEN WALL 4808 FLAT ROOF TO WALL SCALE; 11/2" = i' .. 0" SCALE 1 1/2" - 11 - A" S0 FIT FROM REPEAT TES VEND' " TYP. Ai I I I OVERHANG AT SCREEN WALL A1112 TYP FASCIA WI GUTTER SCALE: 11/2" = I - 0" DESCRIPTION GALV MTL. FL. AND DNTR.- FLASHING 21 6 ". TO NWT q. `--DBL GLAZED ACRYLIC W/ FLAME SPREAD LESS. THAN 225 — SKYLIGHT AS SPEC. GALV. MTL.CN T R.- 368 FLASHING GALV. MTL •t3S CRICKET WD. NAILER I /2" TEXT. WALL C� SY5T��..` 5/8 /GYP SHEATHING TYPE. X 1`-- MTL EDGE FIN (347 INNER DOME TO. BE TRANSLUCENT Ix RED OAK 345 ` CLASS C x 12 WOLM. CURB 5/8" PLYWD SEE STRUCT. 5/9!' PLY D DECK 1 1/2" TEXT. WAL SYSTEM W / FIN 5/8" PLYWD NAILER 11/2 TEXT.;, WAL YSTEM W/ FIN ALL MEASUREMENTS MUST BE 61E011' 1ECKED • ON THE 408 BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER a MUST BE ,RETURNED UPON COMPLETK TIC ,N OFTI WORK. .5/8" PLY W'D DECK --- W.P MEMBRANE • • C.J. SIM. A505 SEE STRUCT. TOP OF SCREEN LAYERS 5/8" TYPE XI G.B. INSTALL PER ICBO REPORTS WALL WOLM. WD. CURB 2 HR. AREA SEP WALL TERMINATES AT LOW ROOF DECK 0 R-30 BATT INSUL. 5/8" GYP BD. FIN''`34) MI7 SECTION THRU SKYLIGHT MULLIONS BATT INSUL -: AS SPEC. R -30 L -1 HR. ASSEMBLY SEE 42901 2" THICK' . R•8' PERIMETER INSL;L TYP. A1115 PITCHED ROOF At WALL STUD WALL LAY FIS 5/8"1 TYPE X G.B. ON ALL WD. TRUSSES WHICH EXTEND BELOW I HR.: ROOF ASSEMBLY 0 - I'BARRIE R TYR FASCIA 1SEE ; A1112 5/8" TYPE `X SHEATHING VAPOR BA ' RI R 2 x 8's AT 16" O.C. _ LINEN RM BATT INSULT--`--' ABOVE G.B. ON ROOF ASS MBLY • TYP. AT D WING FILL AT VOIDS ' BETWEEN FLOOR TRUSSES CLASS A' BATT INSUL- --� :;EE PLAN 1" GYP, TOPPING WD. TRUSS SEE STRUCT. /TYPICAL 1 HR ROOF ASSEMBLY 2 LAYERS 5/8 TYPE XI G.B SEE 42901 12. A1112 WD. RAFTER "SEE.&TRUCT. . B30 ATT INSULT frAY.4 afif 1/4 VAPOR BARRIER 2 x 8 s AT 16" O.C. • ■....00.•roo.•r.00.• _, n- ,-,wool 5/13'IGY P. LAP SHEATHING 11/2" TEXT. WALL SYSTEM W/ (-3-30 FINISH • JERRY THES I ASSOCIATES d11;•11YfC•u#1f a$D PLaNNitIG COW$ULTb•f10N 4040 BROADWAY SUITE `410 SAN ANTONIO, TEXAS 78209 - 5/8" G.B CLG. AS SCHED. DRIP WO. COL: BEYOND WD, RAIL SEE A1628- WD RAIL SEE, 41628 STOREFRONT AS SCHED. wNSPDLIT BEYONC A11/3 !P2 ". EXP. NATAL'! INTERNATIONAL : IyEADOUARYEIS MARRIOTT DRIVE WASHINGTON t D.C. 20058 RIMETER 7.7087 NOTCD.: A1102 SECTION THRU STOREFRONT Q AI103 26.0' ACTUAL SECTION THRU STOREFRONT RM. ABOVE W/ LINEN 4.4 '*' ✓•':!1 II 0 III JIIII,IIJIIIIII,�I 16 !111, INCH 1 2 11111111111111 3, II1iIIIIII1IIII1II1III II!I1IIIIII11It1f 1I1I1I1III;1IIII1I1I1I1III g 10 11 "Di G"MANV 12 • .,,8.....,::::.'..... +i�^t?:.!"'k�,7' b,. �fr1. N�• �.�.C�'r'�N.�..a.i•�`:i'.r""d4� t' tau .,r1, ?:�r..4 r,.�.�..a,...i.; PRINTS ISSUED / FLASH NC CONT. 2x8 . WOLM BLOCKING FASCIA It-39 BATT FASCIA FASCIA OR BARRIER B.O.T. 2 LAYOS 5/8"- TYPE .X G.B SEE A2901 L - SUsP 5/B `GYP BD. CLG. VA BR 2 x 10'POR , BLKGA: AiBRIER OVE WINDOWS SEE SHT. A25 B.AT. EL. 126'- 10 3/4" ABOVE ��'CEILING BETWEEN ROOF TRUSSES., AT DOORS AND WINDOWS SEE SHT. A25 ,VAPOR BARRIER 2 LAYERS 5/8 , T;YPE'X' G.B. INSTALL PER ICBO 1632 SEE A2901 ELEV. LOBBY ORR. [3002] BALCONY GUEST ROOM DESCRIPTION A1304 A1619 41621 A1305 VINYL TRIM FURN. . . BY OWNER INSTALLE /BY D ' Al L' MEASUREMENTS MUST SE ;CHECKED • ON THE JOS SY THE CONTRACTOR. ALL PRINTSAND SPECIFICATIONS ARE THE PROPERTY OF :THE,;:'OWNER AND-MUST BE. 'RETURNED UPON COMPLETION, OF THE WORK FLOOR AND BASE AS. SCHED. r-1 A1304 I HR. ASSEMBLY SEE A2902 SEE A504 -FILL VOIDS BEETWEEN TRUSSES W /CLASS A BATT INSUL. FILL VOIDS BETWEEN- TRUSSES W /CLASS A BATT INSUL. AI607 - CORNER BEAD TYP _!WINDOW AS SCHED ELEV. LOBBY CORR. CORRIDOR GUEST ROOM BALCONY GUEST ROOM REGISTERED ARCHITECT 41115 OPEN RAIL SEE A1320 r--- I" GYP TOPPING i" GYP TOPPING =3/4" TSG PLYWOOD ALUM. SHOE --- 3/4$' T a G PLYWOOD ARCHITECTURE AND PLANNING CONSULTATION FILL ALL VOID' FLOOR TRUSSE BATT INSUL. T I I /2" T_ SYS. '-FILL VOIDS BETWEEN TRUSSES W /CLASS A BATT INSUL. SEE A504 -2x10 NAILER SEE A1305 2 LAYERS I /2" TYPE 'X'- GYP BD. ON RES. CHANNELS SEE A2902 -FILL VOIDS BETWEEN - TRUSSES W /CLASS A BATT INSUL. A.J. SEE A504 2x2 AT I G" O.0 ELEV. LOBBY 2'77" TO , Ck CORR. CORR. 4 I/2" 4 /2" GUEST ROOM GUEST ROOM SIDEWALK =- SEE CIVIL A1113 BOTTOM OF TEXT. WALL SYSTEM TO FOLLOW F1147- GRADE ON PARKING LOT SIDE VINYL TRIM FURN. BY OWNER INSTALLED By GEN. CONTR. FIN. ,1! TYP. ON FACE • FOUNDATION CONC. PATIO AT COURTYARD SIDE ONLY FIN.@ A1113 GRADE GRADE, SEE' STRUCT: SEE STRUCT. SHEET TITLE WALL SECTIONS /GUEST: WING A1202 SECTION THRU DOOR 13A TO COURTYARD FROM COUR.1002 A120.4 TYP. WALL SECTION ST. F.F.E. t..f I JUL Cif'; Of. TUK "v.,trLA r• • "`! 1-)P1". ScALIi 3/4 ; WO NO 41.144.+!44': ti«'!RS 111111 1111 11111111111 11111111 111111111111111111111111111111 to III ill I. II III II 1111111 I If II111111111111111I111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ava 5/8" PLYWD. DECK iamb Alllitar4 ..,-.=,-.:....,_.........=.,sts=-Kil SE STRUCT. ! FILL W /CLASS A BATT INSUL. 2 LAY F S 1/2 TYPE X G.B. ON RES. CLIPS 2x4 MILERS AT 24 O:C. VAPOR' BARRIER ASPHALT --SHINGLE ROOF GALV.. MTL. FLASHING 368 GALV MTL, GUTTER \3 Ix6WD. FASCIA 369 s' CONT. WD NAILER WRAP MESH, 11/2" TEXT :.,,. WALL SY TEM W/ FIN.331 AI30I FASCIA AT TRUSS SCALE: II /2" - SL =3 SKYLIGHT ~~�` 2x8;,WOLM - WD. CURE �. tkok,t GALV MTL.: �- FLASHING S GLE _ S /i 1� NL~ ROOF , • mss' %It, wl SEE STRUCT. -- R -U BATT - INSUL. ip col fit;.714 s. ;' �> •1 11/2 TE sYST4 W` FINISH'' 5/8" GY SHEATH 0 WRAP MESH CONT WOLM. BLOCKING "-rte J -°-w ....,_ T ('' . ALL i T I IN 11 - LAP- -- ; o 1 NG "1 "—' 2x4 WD. •.••• ; ST;:. 16 O.CUDS . AT l,GALV. MTL DAP FLASHING W/ CUPS I x 10 WD. FASCIA 369 WRAP MESH BASE . ,. FLASHI IIG BU . ROOFF 1 i 11 1l 0.01 .. i�.Na 10I LI 111111411101 I� .•S•10 •_t•,. -41111! II • DISC. WD. NAILER 5/8•• PLYWD. NAILER CANT STRIP L W •.CONC. DECK SEE STRUCT., VAPOR BARRIER - • a.. U WD. NAILERS 41302 SECTION THRU SCREEN WALL - DOUBLE GLAZED ACRYLIC IN/ FLAME SPREAD LESS THAN 225 Ix FIN.'WQ. CLASS 'C 356 MTL. EDGE BEAD '`- -- 5/8 "TYPE 'X' GYP LAP SHEATHING 3/4" PLASTER ON MTL. LATH A1308 SKYLIGHT AT WHIRLPOOL FILL VOIDS BETWEEN TRUSSES W /CLASS A BATT INSUL 2 x4 s AT 16" O.C. B.U. ROOF rL.W. DECK CONC. A1302 SIM. anorg 2 LAYERS I/2 ", TYPE 'X` G.B. ON RES. CHANNELS SEE A2902 VAPOR BARRIER 1 R -II BATT INSUL. AS SPEC. -CLG. AS SCHED. CONT, VAPOR -- BARRIER A1302 SIM. °0 T.O.C. T.O.TRUSS A1113 B.U. ROOF YID. fRUSS SEE STRUCT--- R SUL INSUL,- 2 LAYERS 5/8" TYPE 'X G.B. SEE A290I 368 GLASS 'A B.U. ROOF 6" SLOPE t MIN. TO R.D. F • •• A WD. NAILER --- WD. TRUSS SEE STRUCT. 4 -2 LAYPS,,.I /2" TYPE X G.B. , ON RES. CLIPS SEE 42902 VAPOR HARRIER GALV. MTL. FLASHING W/ CLIPS 348 CONT. WD. NAILER CONT. WOLM. CURB NI it 10 WD FASCIA 9 WRAP MESH 13/4" SQ ALUM POST CONT. WELD TOP AND BOTTOM CONT ` WOLM WD BLKG ALUM# 10 x3" FHWS = AT 12 0.0. EA. SIDE /: STAGGERED- SET IN SEALANT ----- ti WD. NAILER • EXTEND •.WP MEMB. 6" ABOVE: FIN. FLOOR AROUND PERIMETER FIN. FLOOR LINE C SEAL AROUND - DRAIN COLLAR FILL VOIDS BETWEEN TRUSSES W /CLASS :: A BATT INSUL. _ BATT INSUL. AI303 FASCIA AT FLAT ROOF. ASPHALT SHINGLE ROOF SEE >AI307 FOR TYR FASCIA NOTES 9��t .- IxG WD. FASCIA IjA? BLO I G WD A. BA.T. .,,, CNTRFLASHING BASE r z-: FLASHiPdG a ::\t. CANT STRIP : �. -- -- - 444- FILL VOIDS BETWEEN Ill L.W. CONC. DECK CLASS A BATT INSUL. ilif ROOF TRUSSES W/ � VAPOR BARRIER I HR. ROOF Iki ASSEMBLY =77-iv SEE A2902 911014. , VAPOR BARRIER 5/8" TYPE 'X' G.B a 0 Q •3/4''. CONDENSATE DRAIN AT MEMBRANE 5/8 GYP,, LAP -• °'� SHEATHING CONT. DRIP TYPICAL A0394 L5 l/2 f SOLID WO ----.� BLKG. UNDER POSTS 2 LAYEf2S TYPE'X G.B. 1 KW' Miligti ir-rif EQ. U ED. rAIP i.. 4 "x 2" ALUM.. TUBE - ONE PIECE 1/16' EXTRUDED ALUM. CAP ONE PIECE SILICONE CAULK- 1/2" TEXT. WALL SYST. CONC. DECK - SILICONE CAULK DRAIN MIL 12" ■MN II CAULK 100 0 BY OWNER INSTALLED BY G.C. -A/C SLEEVE 'EXTEND W,R MEMBRANE BENEATH SLEEVE d ,.- o. Missal -- ±11 ".— -- ►_...� it Ii� -- ilvi/ WD. SHIMS 3/4" PLYWD - W.P. MEMBRANE • 4 I/2" PVC DRAIN 2 LAYgRS'5 /8" TYPE X `G.B. SEE 42902 SECTION THRU SOLID RAIL 1 1/2" 11/2' = RED OAK CAP 356 CLASS '8' .5/8 G.B. SOLID WD BLKG. 2x4•W(,00D. STUDS AT 16 O.C• BASE 205 CLASS 'B' CARPET (liO3 • FILL VOIDS BETWEEN TRUSSES W/ CLASS A BATT INSUL. 41310 GUARDRAIL STAIR DETAILS 41309 PITCHED/ FL A T ROOF A T INDOOR POOL SCALE: 1 1/2" I' -0" L.W. " CONC. DECK ...sue•- ...,..�.��.• ..� FILL VOIDS BETWEEN TRUSSES W /CLASS A - -_,) BATT INSUL. GRADE OD: A1324`WALL sic aroFARApET WALL SECTIONS 2 LAYERS 1/2" TYPE X' G.B. ON RES. CHANNELS VAPOR BARRIER SUSR 5/8" G. CLG. STOREFRONT AS SCHED. FLOOR AS SCHED.- • • + • • o • • de' . 0 SEE STRUCT. R -8 PERIMETER INSUL,:. • • • A1303 T. O. TRUSS SIDEWALK SEE CIVIL • AI325 WACTION STOREFRIL SEQNT AT AT WING t1' SCALE : 3/4" 0 iv R -8 PERIMETER INSUL. ACCESS DOOR FIRE DAMPER CAULK 14 MTL: DUCT • SEE MECH. li I/2" SEE STRUCT I /4" 2 LAYERS vase TYPE'X' G.B. ON RES. CLIPS - MTL. DUCT SEE MECH • 18 GA. ANGLE FRAME k\ FICNILLsALaVs. 014D SD AWT/T STRUCT. AT CONT. 2 x 10 SEE SHT. A25 ON RES. CLIPS A1305 BALL. AT WALL A/C RETURN K 1 F�NDB TO '� 356 WACC CLASS B CAULK MTL STRINGER (334. �- -GONG." TREAt 111 1 ST. ANGLE MTL EDGE 5/8" TYPE 'X' GYP. BD. .A1311 wAtiawaiL. 'SCALE 1 i /2" BOTTOM CORD CY= ROOF TRUSSES -2 LAYERS 5/8" TYPE X' GB SUSP 5/8" G.R. CLG. AS SCHED. A1327 SHAFT AT ROOF TRUSSES .:S r...111M74.7.= � EXTEND 1" GYF? LINER THRU FLOOR I HR. ASSEMBLY SEE A2902 SHAFT WALL • MTL. DUCT A1328 VENT DUCT 12 1 CONT. WD. BLKG. 5/8" TYPE GYP BD. - 0" 3/16" CONT FILLET WELD 3- 7 I /2 "_ 11/2" TYP. JT CAP ' FASTEN TO / FUJE TAB CAULK- TYP. OPP- 4 3/4' 1/4" PLYWD RED 9A1S,SUPPOFiTS SOLID WD. BLKsG AT SUPPORTS CAULK Wo. TRUSS SEE sTRucT REPEAT NOTES FROM A1307 If NI tej GALV. GALV. WRAP MESH WALL SYST. SIM. TO 4504 A1306 HIGH FASCIA GUEST WING FACE OF WALL CLASS VINYL DOUBLE BUTT CARPET NOSING BASE 205 c CLASS CLOSE ENDS STRINGERS WD. BEAM SEE STRUCT • StiPPORT -CORNER Bs?Atil., 41312 SECT. THRU STRINGER A1313 STAIR AT LANDING 18 GA G. I. CAP MITER, WELD LS GRIND SMOOTH ALL • CORNERS a PAINT SL A1315 -STUDS BEYOND „..---EXTEND 5/8" TYPE 'X' G.B.THRU FLOOR -FLOOR TRUSS SEE STRUCT. f1 END OF CHASE WALL THRU FLOOR — -.-,- =• 44444;=::.! BLOCKING -~";— SEE STRUCT. •. 2 LAYERS 5/8" TYPE �X G.B. ,irZ:iT d' f ---= FILL WITH THERMAFIBER FLUE 1 1 NI L2I/2 "x212 "x3.16" CORNER SUPPORTS 368 TUBE POST FACE OF FIN. BEYOND ALUM. SHOE 1/27 CHAMFER FL. LINE"Th, 3 "x 5" CORNER PLATES ANCH TO BLACKING W/ (2) i/2"0 x 3" LONG LAG SCREWS 20 GA. G.1. FLASHING W /COL • = AT FLUES PAINT GALV. CLIP 2 x6 WD. STUDS SEE STRUCT. 11/2" TEXT. WALL SYST: W,331 FIN. CHIMNEY GAP./FLrASH ING 1 a 1' - o" 2 1 /8' %;1 cu 11 SL 2 I/81-1,-. FIREPLACE MECH R M. AT EACH ODRNER FLASHING FLUES MR MECH. RM. SEE' N1ECH. SINGLE FL1JE AT FIREPLACE SUPPORT AT EA. A131€1 PLAN OF CHIMNEY FLASHING 328 D --: FILL SOLID W/ N CLASS A BATT INSUL. A1329 PLUMBING CHASE AT FLOOR 1. o' 32 SslAJESTIC FIREPLACE MODEL MB 42 3/4' FRT. PLYWID- set PAINT TV MATCH 3?.S BA 2 I" THic1( MARBLE -- CARPET. A1321 FIREPLACE : HEARTH SCALE t 3/4" a I' ` O" FIREPLACE DETAILS • 111111111111p1111111111p111111 11111 11111111111111111111111111111111 tit wasp GALV MIL. ' FLASHING W/ TO MATCH(33n 5/8" GYP. LAP WALL SYST. AESTHETIC JOINT A1316 WO NAILER - TUBE - ONE PIECE OPEN RAILING SEE A1320 CONC. DECK 108 \"/.4E.XTEND W.P. MEMBRANE / OVER FLASHING -3/4" PLYWID DECK IN I SEE STRUCT. 1 1 1/2" TEXT. WA:..L SYSTEM THRO FINISH W/ I/2"t .2, 0,4A LI3xApt4M, uB.E0WLAATLNLIGHTMy, 07U, NCT. TErY0 cRmAlul, 1 I/4 BLieG BEHIND WALL MOUNT EXTEND WP. BEHIND WALL SYST. TYP. 1 1/2." ALUM. WALL MOUNT COLOR TO MATCH RAILING) TYP. r41 .6j-1114-1= -mow' 1114=11110 CAULK FIN. ASPHA LT— SHINGLES AS SPEC. WOLM. BIAS. 5/fEr PLYWOOD WD. TRUSS SEE 011 1 .11111111119110110111•1101111011M. imitionsortineurausima•em Ns IIIIRN IIIIIIMM111111/110 IWO =I= 2•101111110 181 015•1111•1111111111•1110 TYPE X GYP LAP SHEATHING \ SEE A290I WALL SYST. A1307 SHORT FASCIA GUEST WIkG 01 " FACE OF 'WALL oL.O'E ENDS BASE '20C.0) tivo CLASS 'CARPET (IC,23) VINYL' DEIL-BUT7 CARPET NOSI CLASS CARPET 103 ST. ANSLE SUPPORT • CONC. ON ST. CHANNIF-1- STUDS AT 16"0.C. ros GYP. BID. FACE OF WALL A1314 STAIR AT INTERMEDIATE LANDING NOTE; FINISH ALL ANCHORING DEVICES TO MATCH RAILINGS EQ CONNECTIONS AT EA. END SEE 41319 FL. LINE 41319 RAILING CONNECTION FACE OF HEARTH ANCH. CLIPS HEAD ABOVE-r- I" MARBLE ;28 20 GA. BRASS ON WD. BIAG. , ippi !Jim mirk ,1) hit* 1 SACALIIE : I 1/2" = II- 0" BEMARAVHVIA)6 AllQ22 JAMB AT FIREPLACE 8 11 TO'MATCH SLIDING DOOR FRAME 2" ALUM 'TUBE TOP • RAIL AESTHETIC JOINT is ti FLOOR OF I3ALC. SEE A 1304 CLOSE ENOS OF ALL RAILS ..-- CONNECTIONS AT EA. END SEE A1319 FLOOR 1-1NE BALC. BEYOND SEE 41304 41304 41317 ELEVATION OF WALL OF SOLID RAILING NOTE COLOR AND FIN. TO MATCH SLIDING DOOR FRAME TUBE TOP RAIL TUBE. POSTS MA FINISH ALL ANCHOR! DEVICES TO MATCH RAILINGS FIN, 331 so.JA 1316 FIN. 331 CONC. GALV.' FLASHING PAINT TO MATCH 331 A1320 ELEVATION OF OPEN RAILING MIRROR W/ eEvEL SEE STFiUCT. STORE 111111 II 111111 II 111111 I ill II 111111111111 AMNON 5., 20 GA BRASS ON WD BLKG. ANCHOR CLIPS AS REQD. I" MARBLE FLOOR LINE SEE STRUCT. WD. HEADER SEE STRUCT jo:FIREPLACE AS SPEC. bilhar 5/8' TYPE IX' n" 11114 A132o HEAD AT FIR In 1 6 1987 NM N;} 1 DESCRIPTION DATE eY REVISIONS ON THE JOB BY THE CONTRACTOR. ALL PliIN.T.s. AND SPECIFICATIONS ARE THE: PROPERTY OF,THE OWNER kb MUST BE RETURNED UPOMCOMPLEY10.4 OF Tic WORK . 4776 REGISTERED JURY THEIS STATE Of WAS00161010 JERRY THEIS ASSOCIATES,Nc As;Aoc4N•lorrAcepsn.crsououRAEDIova:,A,ToyEpxt.AsAamoic consucr•Tsw. SUITThE 241090 am INTERNATIONAL HEADOLM.RTERS' WASHINGTON D C. SHEET TITLE MISCELLANEOUS DETAILS K.B. C••870 SCALE AS NOTED con NO .. w;. ... �w....,;.a .. � . �r.. 1.+ r. ...;.y.xl+ir.!:::s.p^..�»t'sw:. r, 3..•d:�wuwav 'rW.:.:wWtr fv:py,., WALL T YPES SCALE: 1 1/2 "�, 31/2'" PRINTS ISSUED 3I/ " 5/6" GYP. LAP SHEATHING. R -'II BATT INSUL. I I /2" TEXTURED WALL SYST. W/ , FIN. 5/8 "TYPE'X' GYP. LAP SHEATHING -3/ PLASTER W/ 34 FIN.ON 5/8" T PE X "GYP. LAP SHEATHING AT INDOOR POOL I HR. ASSEMBLY U 326 21(4` EXT. WD STUD WALL 2 20x &" EXT. WD. STUD WALL 3 \ DOUBLE STUD EXT. WALL 2��h�►YER� ;--- 5/8 TYPE X GYP, BD. BOTH SIDES 3' #THICKK SOUND ATTEN. BLANKET I LAYER 5/8 "TYPE'X' W.R. GYP. BD. AT MINI -SUITE ALUM. EXP. JT. COVER AS SPEC. NEOPRENE GUTTER - - WOLM.' WD. BLOCKING AS REQD. \SEALANT a BACKER ROD 2x WU STUDS - AT 160.C. - 3i8 "PLYWOOD AT SHEAR WALL- 2 x4 g � 2"x 6 2"x6" FIRE/SOUND RATED PART. .. 2" x'8" AT FIRE EXT. CABINETS A 1425 103/4" VARIES SEE PLAN STC 63 3" THICK SOUND---- - ATTEN. BLANKETS WHERE OCCURS 3•• THICK SOUND ATTEN. BLANKET A WAIL TYPE 10 BOTH SIDES 3 THICK " SOUND ATTEN. BLANKET EA. SIDE 1 LAYER 5/8" W.R. GYP BD. ON I LAYER 5/8" TYPE 'X' GYP , BD. AT EA. SIDE 2 x4'. WD STUDS AT 16" O.C. 5/8" TYPE w'X' GYP.BD.,ON BOTH ` SIDES ----- OMIT TYPE X' GYP BD. AT PUBLIC TOILET INTERIOR PARTITION 9. 2x6 Itd'i'ERIOi? PARTITION 11/2" THERMAFIBER INSTALL PER ICBO REPORT 2331 AT FIRE RATED WALLS „ -I 1 /2 "THERMAFIBER II �- I,NSTALL,,:PER ICBO R E PORT.,2331 AT Fl RE RATED WALLS WOLM: :WD, • I : WRAP MESH AT:,ENDS • BLOCKING OFINSUL.(TYP.) ASREQD.— . ' II A 1428 A 1429 I NT. 90° WALL TO WALL ALL MEASUREMENTS IT BE ,'CHECKED ON THE JOB` BY THE CONTRACTOR. ALL PRINTS AND SPECIFrICATIONS ARE THE PROPERTY OF,,THE, OWNER AND MUST BEARETURNED UPON COMPLETION OF THE WORK CONT. VAPOR BARRIER GENERAL NOTES ALL FINISH WOOD SHALL BE CLASS "C" W/ MAX. FLAME SPREAD OF 200 CITY WILL REQUIRE'` INSPECTION OF FIRST LAYER OF GYP BD. WHERE TWO LAYERS ARE REQUIRED FOR SOUND /FIRE PROTEC- TION. I LAYER ,W.R. GYP, BD. AT ALL GUEST, A 40BATHS —� ,6uMfl.:I f e eU,fu R -11 BATT INSULATION -- _I BLOCK OUT FOR EXP. JT. COORD. W/ STRUCTURAL A 1432 FLOOR TO WALL PLAN DETAILS SCALE: 1 '`1/2 "-1'- ;$ 14 4 s I e .: _ = : I ,-W000 BLOCKING SEALANT & BACKER ROD SEALANT AND BACKER ROD, 45/8 —MI—■ WRAP MESH AT ENDS OF' 5 INSUL. \L/ EXTEND .., 1 LAYt /8 TYPE X' G.B. a THRU FLOOR BOTH SIDES SEE A1328 4776', 5/8 "W. R. GYP BD. ABOVE i HR. COL. ASSEMBLY SEE A280I 1 1/2" THERMAFIBER 10' FACE OF STUD ARCHITECTURE: AND PLANNING CONSULTATION' A1401 JAMB AT VESTIBULE A1402 TYPICAL EXTERIOR COLUMN • A1403 COLUMN AT PLANTER A 1405 DOWNSPOUT AT WING WALL A 1406 WING WALL AT BALCONY A 1407 CHASE AT TYP. GUESTROOM 4040 BROADWAY SUITE' 410 SAN ANTONIO,:TEXAS 78209 STh. COL. j- SEE STRUCT. - GUTTER 10 3/4 SOLID WD. BLKG. Ix WD. BLKG. SECURE PVC TO STUDS W/ MTL. STRAP -- 6 ,SIM. - 3" DIAM. PVC 331 FIN. BITUTHENE • FLASHED AROUND ESCUTCHEON COLLAR -` 5/8" W. R, GYP BD, SEALANT a BACKER ROD A1415 CHASE AT ACCESSIBLE CAULK (T R) DOOR NO. SIM, BITUTHENE FLASHED AROUND ESCUTCHEON COLLAR WRAP MESH AT ENDS OF INSULATION --"- -� SEALANT & BACKER A 1416 SHAFT AT MINI- sUI'TE W/ KING CONNECTOR EXTEND SHAFT LINER THRl; FLOOR SEE .. ,I A1328 137 • "ttflltl►n"�ul Iiflh.nrit16AL.' n " PLYWD I" Ill II M TL. SLEEVE- FOR A/C UNIT =STOREFRONT" E.J. SEE A 1430 A1418 CORNER ' AT STAIR NO 4 ON 1ST FLOOR W M.' WO. L BLKG. FIN. GRADE VANITY •- --- 1/2" RESILIE CHANNEL 6W _, 05/d -- CAULK•(TYP.) MIRROR -7 SIM. INTERNATIONAL HEADQUARTEFIS,; MARRIOTT ;: .DRIVE. WASHINGTON. D.C. 20058 SHEET TITLE ` WALL' TYPES, EXPANSION 'JOINT DETAILS, , AND PLAN DETAILS ; CORNER GUARD DRAWN /1,1. JOB NO A1423 'CORRIDOR TO EN R JUL 1G 1987 CITY ' (;i= `i'Uk\r'.::.A i'i 4tr ';' i4a p944 •.,..�a. ., „R•,tc u�:iAXii"x•.;.Max�iP iC+ F'+' Y" � +,>�Ti'�•'R��i�aiC;Y�ES'6a>'A'. � x�n+;liw: 1111111 IIII 1 11111111 O16 1"S INCH 111111 11111111 2 11111III11111IIIII111III1I11 111 ;toff d `e i Ctiyi :'w III 1111 III 11111111 7 , 8 Brit is 'less cleat'? t1 an Irk g IIIIIiIIIIIIIIIIIIIIIIIIIII1I1I1IIIIIIIIIII IL111I 111111111 11 MA" "4"/ ANY 9 10 12 s;. t"t• ;r�lfS ., • nsv.4'r1t;;q'1'y.9L 0300 ^R QP:N O N0 FROM (STOP SIDE) TO (HINGED SIDE)' • Alt DOOR SCHEDULE OPENING SIZE LOCATION CORRIDORS AM FIN LOCATION - 308 GSTRMS. CORRIDORS DRESSING 308 IRM FIN ACC.GSTRMS. 373 308 308 BATHROOMS DRESSING MINI- STE.SIT GSTRMS. WTH HOT 10 3'-=0" 373 2 ' -6 - 373. ACC.BATHS - 373 MINI- STE.BR 373 2' --10" CO z O=P�J. 00I 01-- 1 3/4" Lu ›- 00 0 MATERIAL S.C.WD 373 - 373 GSTRMS. ACC . GSTRMS . 373 GSTRMS. DRESSING - CLOSETS 373 373 2' -8" 6' -811 21-'6" 61-8" 2' .L1.04_6 ' -811 31_911,6,._.. NOT` -USED • • v • • GST. CORR. 1001 1002 11 STAIRS ^�\ nr„ �1 308 ELEV. LOBBY IP v - 11 1 3/4" i 3/8" 1 3/4 1 3/4" 1 3/4" 1 3/4" A S.C.WD A H.C.WO A •5 C WD A S.C.WD A S.C.WD A S.C.WD C H . :t WO 309 EXTERIOR . -r IQOIA 1002A 308 . .MP 3'- 0") 6' 8" I °3%411 .- +. NI VII 3' -0". 6' =8'1 • 12 CORRIDOR 13/13A CORRIDOR "1.4 /i4A. CORRIDORS 15 •ELEC.RM. 16 GST.CORR. 17 GST.CORR 1'8 GST CORK . 30 "8 STAIR -` S EXTERIOR - - EXTER "I`OR `308 31-0" 4. _ r 1 3/4' 3/4 - 308 CORRIDOR 308 LINEN RM. - 308 STORAGE 1601 6 10028 308 INDOOR POOL 1006 3' _01' 6 308 3' -01 308 31. -0,1 368 3 ' -0 3048.. ` A 11 i1 . yp 11 1 '3/4" 1 3/4 ' -'8'' 1 3/4 1 3/4 6' -8" 1 3/' 4 3' -0f1 1 3/4 19 ELEV EQUIP 20/20A !'ROOF 1004 21' 22 23 CONF.RM. CLOSET 15'9 163. *24 ,25 CLOSET CORRIDOR CORRIDOR 1021 30 8 ELEV ..LOBBY • 309 STORAGE 'AM . 308 0441.1004 08 CONF.RM. • 308 CONF.RM. 373 GST. CORR. 1001A '308 3'-4" 11 200.1 2002 1;002 389. 308 159 . 163 159 163 1002 26 ATTIC 1024 '373 GST CORK 1001 ATTIC 2 (3' -0 °) 308' 2' -4" 308 373 373 -8" " B S.C.`WD A H.'M. A S.C.WD -- AL.JGL. -- AL.' /GL. A S.C''WD A S :C. WO A "S.C.WD A S:C.WD. A •S.C.WD A H.M. ' -8 ' -8 2 11 (2' -9) 6' -8 2 t.,,., (2' -3' ) 21-6" 101 (VESTIBULE 102 LOBBY 1026 - EXTERIOR 1025 -- VESTIBULE 1026 103 LOBBY 1025 373 HALL 104 I HALL 105 HALL 106 107 108 HALL • TELE.EQUIP. MECH.RM. 1028 373 CLOSET 1028 .373 LUGGAGE 1028 373 PROP.MGR. 1030 373 WORK AREA 1033 308 GST.CORR. 109 110 MECH.RM, ELEC.RM. 1033 309 ELEC.RM • 1028 c3' -Sn 5' -0" 373 2 _ 0"L 7 -1011 2 0' -0") 7 -10. 2' -8 373 2'_6" 1034 309 EXTERIOR 1029 373 2' -8" 10321373 2' -8 1031 373 ' 1001 ( 308 3' -0" 6'78" 1034 309 3- 0" 6' -8" '309 31-0" , 6 . _8" 6' -8 " I 3/4" i 3/4" 1 3/4" 1 '`3/4" 1 3/4" 1 3/4" DETAILS A w CO a I- cr REMARKS U1 X U. `1511.4091521 503 1503 1503 1522 50715081508 152 522 2 501 1501 1501 - 501 1501 15011524 501 1501 1501 1524 I 1/8" SIM. SIM. 501 15°1 1513 1527 502 15021502 1532 SIM 50 1 1501 1511 - SEE NOTE 4 1626 1627 77A: L -5 AL -3 SEE NOTE 4 1'{426 AL -4 1627 AL -6 1501 1501 1501 1501 1501 1501 1517 1517 1513_1525 _9 15011525 11 151.2 15011b25 9 S IM 1511 1527 10A 'NOTE L 13 NOTE 1, 13 NOTE 5 3/8" 3/8" NOTE 1, N6TE 4,11 1501 1502 1. I 15011513 15425 1502 151: 0095 09SIM 1009 B S.C.W0 1501 A S.C.WD 1503 1511 1513 1513 5 2 12 S .C.WO 150315031 12 -- 22 S.C.WD 150.11 S. � S �12 1�1�2 1528 21 S .C. WO. 1501151211512 - 21 S .C.WO. 1503150371503 - 31A AL, /GL. SEE NOTE 4 162 SEE 1626 AL- SEE NOTE 4 1526 AL -IA 15161 1516 1516 1523 14 25 -- - AL./GL. 1 3/4" A S.C.WD 1 3/8" p N.C. WD I 3/4" A S.C.WD 6'_8" 113/4° A S.C.WD 6'--A" 1 3/4 ", A S.C.WO 3/4" 13/4" 1 '3/4" 61-8" 1 `3/4" 6'_8" 1 3/4" 6 ' _81: - 6 '-8" 1 3/4" G 6 ' -8" 3/4" A 65-8" : 3/4'' 6 ' _8" i 3/4" F 1 '3/4" 6' -8" 1 3/4" 6' -8'' 1 3/4° 111 MECH.RM. 112 113 LAND STOR. LOWER LOUNGE 1033 309 EXTERIOR 1035 309 EXTERIOR 309 1023 114 115 116 '1.17 EXTERIOR KITCHEN CORRIDOR CORRIDOR NOTE 17 EXTERIOR 309 3 '70" CORRIDOR 1021 1024 NOTE' 17 ' 0" 1015 '373 RESTAURANT 1022 1021 1021 118 ELEC.RM. 10020 324 MEN X324 WOMEN 308 GST.CORR. '1020 1019 1002 373 3' -411 324 3' -O'' 32 4 3' -0 308: 2' -0" 1 6'-- 1 1/8 NOTE 1 DR . & FRAME, WIRE GLASS 3/8" Ni...,::E. I, 1 fh 'HA LABEL AT 20A 7/8" 1/8 NOTE 1, 3, 9 3/8" NOTE 2, 7/8" NOTE 2, TILE 'TRItvi 1503 1503 1509 152 - 13 1503 1503 1509 - 13 1503 150315091525 13A S.C.WD 1501 1501 1501/525 19 H.M. 15011511 1501 - 20 7/8" H.M. 1504 1504 5041532 26 �2'- 0 "X2' -6" H . M . 1504 1504 1504 1532 15 H M . 1502 /502115021532 26 119 120 SERV.CORR. SERV.CORR. 121 122 123 1012 308 GST.CORR. 1002 308 3'4" PREPARATION SERV.CORR. SERV.CORR, 24 JSERV CORR. 125 i SERV.CORR. 1012 :308 PREPARATION 1017 308 DRY 'STOR . 1012-308 HOUSEKEEPING 1012 308 MEN LOCKER 1012 308 WOMEN LOCKER .1612 SERV.AREA 1017. 308 1.016 308 1014 1010 31-4" 2' -6" 308: 308 3 ' •-O" 1011 308 j -'-o" 126 127 128 DRYER ACCESS WATER HEATERS LINEN ROOM 129 130 SERV.CORR. GST CORR 131. GSTCORR. GST.CORR. 1009A 1037 1012 309 LAUNDRY 309 LAUNDRY 309 LINEN CHUTE. 306 LAUNDRY 1009` 309 (3'--0 ") 30912' -O" 1009 309 309 11 1009 308 1002 0028 308 'GST.CORR 308 EXERCISE RM. 10028 1008 308 2 (3'-0 ") 2 (2'-8 ") 308 1 3' -0 i1 AL./GL. SEE NOTE 4 " 1627 AL - -3 SIM H.M. 1504 15 0415041532 BA 2' -0 "X5' -011 S.C.WD 1506 150 15061528 ' -- 9" y, 11-2" S.C.WD 1503 150 1509 alrrl - 1529 16 21-0"X11-0" SIM S.C. WD 1503 150 5091529 16 21-0"X11-0" 1501 1501 1525 9 S .C.WD 1501 S .C.WO 1501 S .C.WD 1516 6 ' -8" 1 3/4" A S . C WO 1503 6 ' -8 " I 3/4" A S . C . WD 1503 6 8 1 3/411 S. C. WO 1503 ' - 11 W 2503 15091530 164 61-8" 1' 3/4" A S:' C. WO 1503 150315091530 16A 6' -8" 1 3/4" B H.M. 1502 1502.1518 1532 189 6 ' 8 1 3/•1 "r A H . M . 1503 15031509 30 6' ^ 811 1 3/4" A H. M . 1501 1503 1 1509 - 31 SIM t 3/4" B S . C . WO . 1516 15 I6 1509 -- 11A 1 3/4" B S . C . WO. 1501 15121512 - 21 • 1 3/4" A S. C. WD 11501 1501 5 1 - 10A t i _ ___ -8 " 1 3/4" 5M A S . C . WD 1501 1501 1519 1 3/4 ". A H. M. 150215181502 1 3/4" B H. M. 15021502 1501 1501 1525 17 1516 1516 1530 20 15031603 13B 15031509 20. 6'-8" 61-8" 10028 308 GST. LNORY. 1007 308 3'- -011 132 f GST . CORR . 10028 309 EXTERIOR 133 134 NOT USED GST. CORR. 135 GST." CORR. DoOR TYRES WIRE. slag VAR 4.4 VAR 10018 309 EXTERIOR 1001B 308 POOL EQUIP. ES &'i • i WIRE .. GLASS- .1005 PAIR OF 87 -FOLD DOORS 4 FU HI L RO O 309 309 358 er -•FOLD DOORS '-o" 3` -0 911 0 6' -811 SIM 7/8" 3/4" NOTE 1 3/8" METAL LOUVER NOTE ' 6 3/8" NOTE 6 3/8" NOTE 4 CLEAR ACRYLIC SArETY WINDOM' 1" NOTE 12 7/8" LOUVER TO MATCH PLAS . LAM . 7/8" WIRE 'GLASS 3/4" 18"X40" 15321 28 SIM "1 532 1 3/4" ,q S.C.WD. 501 1501 1501 1525 SCALE _ "I/4" - 11-0" D • Y h�.+.�q• -' t'-M ti'.+wAi�►..wYV�O)M.i 0 1 1/2 HR LO5C-CLINUFAM 1 1L/8"1 NOTE 1, WIRE GLASS 1 1/8" NOTE 1, WIRE GLASS 3/8" NOTE 6, 27 24 WIRE GLASS DOOR SCHEDULE NOTES WITH SMOKE GASKETS & SELF-CLOSING. 2. BRASS THRESHOLD 3. TOTAL DOOR.PRE-FINISHED & COMPLETE W/ HARDWARE 4. ALUMINUM STOREFRONT SEE SHEET A-I6 5. BI-FOLD DOOR, PREFINISHED W/ MIRROR ON ONE SIDE & COMPLETE W/ HARDWARE. 6. 309 EXT. PAINT TO MATCH 331 7. PRE-HUNG POCKET DOOR COMPLETE W/ HARDWARE 6. HOLD OPEN MAGNET AT sTAIRs 1 AND 4, FIRST FLOOR ONLY 9. HOLD OPEN HASNETS AS SPEC. AND PROVIDE SOLID WOOD BLOCKING STUD TO STUD 10. TACTILE WARNING ON CORR. SIDE HARDWARE 11. AL-5 AND AL-4 USED ON DOORS 13 AND 14 AL-3 AND AL-6 USED ON DOORS 13A ANDt4A 12. DOUBLE ACTING DOOR COMPLETE W/ FRAME &,HOW. AS SPEC 13. APPLY 2" SEMI-RIGID INSULAT/ON IN H.M. FRAME 14. REMOVABLE MULLION AT 125.128,134 AND STOREFRONT S. 'NOT USED 17 PAI,I1T TO MATCt1tALUM.STOREFRONTS el vim INCst • • AT 4x HEADER AS AT 6 1/2 RESILIENT CHANNELS SIDE AT 6 INSULATION REFgR TO NOT 13 3 PER JAMB DOUBLE DOOR AT CONNECTING ROOMS H.M FRAME STUD ANCHORS 3 PER JAMB WRAP MESH AROUND BD. EDGES AS SPEC. SEALANT & PACKER ROD AT HEAD ONLY Is HEAD NOTES H.M. FRAME 41502 HE4D AT EXT. DOOR CAOLK H.M. FRAME W./ REMOVABLE TRIM bocri- • 41506. HEAD...-AT.:.. DBL. ACTING' DR.. FRAME WHERE OCuURS., 'CORNER LI CAULK ZSEMI- RIGID STUD ANCHORS 3 PER JAMB 41511 JAMB AT CORRIDOR STUD ANCHORS ,/3 PER JAMB 5 I/41 igl md 415Q7. :HEAD 'AT. pOcKE.T .b6OR :2" SEMI- RIGID INSULATION AT GSTRM. 41512 • gloilf JAMB AT CORRIDOR 3/4" PLASTER I NUATION BLANKET CASING , BEAD ANCHORS A1516 HEAD AT WALL TYPE 9 A1517 JAMB (SIM) DOOR SHOE\ CARPET NOTE SMOOTH 'FINISH TO Eit EXPOSED A1521 CORRIDOR SCALE: DOOR PEKIKO NO SWEEP HEAD AT WHIRLPOOL (INT) THRESHOLD 3/4 HR. RATED TEST NO. WHI-495PSV-0287 SOLJD RUBBER THRES- ' HOLD SLOPED TO 1/2' AT JAMB SET IN MASTIC GUESTROOM COLUMN BEYOND CAULK ogiARBLE TO UNDER SHim UP LEVEL W/TOP OF MARBLE, BEVELED EDGE OF THRESHOLD TO ALIGN WI FACE OF DOOR JAMB A1S2A3 VESTIBULE-LOBBY DOOR NO. PLAQUE DOOR VIEWP.R DOOR LEVER J A15:51 GUEST ROOM DOOR 11 1111 I II 11111111111 CO -I ti CARPET- SET !N MASTIC -DOOR „CERAMIC TILE A1522 DRESSING TO BATHROOM AT GUESTROOM QUARRY TILE IN MAST IC DOOR - CARPET 1/4" SHIM A1527 CORRIDOR-INDOOR POOL I I DOOR GUARD INSTRUCTION PLATE -;-DOOR VIEWER DEAD BOLT DOOR LEVER CAuLK El JAMB DETAILS STUD ANCHORS 3 PER JAMB DooR 4x HEADERS AS RECI'D. SEE STRUCT. NOTES AIOL/3 HEAD AT INT. DOOR PER POCKET, BATHROOM SIDE -p.,DOOR REMOVABLE TRIM - Z 'ANCHORS ,p WELDED INSIDE FLOOR CLIPS BUMPER BRACKET MOVABL 3 PER JAMB, =9"riiiviiimaat LI • NIFfvf Aw AAA At EQ. CAULK (TYP) INSULATION REFER TO NOTE 13 s'1140CT. GRID WRAP MESH AROUND BD. EDGES AS SPEC. SEALANT a BACKER ROD MTL.. FLASHING AT HEAD ONLY 9 3/8" I 1/2" = AS REQUIRED SEE STRUCT. NOTES H.M. FRAME DOOR 2" SEMI- RIGID INSULATION A1504 HEAD AT EXT. DOOR (JAMB SIM.) SOUND ,,ATTEN. BLANKETS WHERE OCCURS FRAME WHERE OCCURS -Th.. CORNER BEAD CAULK (TYP) 'WALL WHERE OCCURS ' Ir Ail / INSULATION REFER N' STUD ANCHORS 1 3 PER JAMB A1509 JAWS AT ACCESSIBLE STUD ANCHORS 3 PER JAMB. CAULK H.M. FRAME OF STRUCT. GRID AT DOOR 2 41513 JAMB AT TYR GSTRM. A1514 JAMB AT ACCESSIBLE BACKER ROD DOOR AI518 JAMB DOOR - CARPET A1523 HALL BRASS STRIP CARPET' OR QUARRY TILE AS SCHED. • STtin ANCHORS TILE IM /AS SCHED. TO LOBBY SHIM TO BRASS %V/ MARBLE FEMKO NO. SWEEP AT EXT. SIDE - SOUND INSUL. HEAD 8 JAMBS A1528 MARBLE AS ifK DOOR PEMKO NO. 234AV DOOR BOTTOM SEA S N3/4" SOLID RUE9ER THRESHOLD W/BEVELED EDGES, SET IN MASTIC A1524 CONNECTING DOORS BETWEEN GUESTROOMS MARBLE TO EXTEND UNDER DOOR DOOR 2x 4 WOOD BLOCKING a PAINT TO MATCH WALL FINISH 41. 8 TRACK ASSEMBLY- WOOD VALANCE A1520 VALANCE AT 131-FOLD DOOR FLOOR AS CARPET METAL STRIP-- A1525 CARPET TO CONC./VT. DOOR REDUCER STFIr AS RECO. VT WHERE QUARRY TILE OR NOTE CERAMIC TILE TO BE THIN SET KITCHEN TO RESTAURANT A1529 CORRIDOR-PUB. TOILETS A1530 SERV. CORR.- PRER 9 A1532 AT 0 a 41 " STUD BEYOND WHERE OCCURS BEYOND VINYL INSERT FLOOR AS SCHED THRESHOLD SET IN MASTIC- THRESHOLD AT,EXT DR. GENERAL NOTES: FINISH WOOD SHALL BE CLASS 'C' W/MAX. FLAME SPREAD OF 200. REVISIONS 1 DATE 4776 REGISTERED ITECT JERRY . THEETS 'ASSOCIATE 4040 BROADWAY SUITE 410 SAN ANTONIO. TEXAS 78209 Le,:p • corporatio INTERNATIONAL MARRIOTT WASHINGTON D.C. HEADQUARTERS DRIVE - 20056 flatEETTITLE DOOR SCHEDULE AND' DETAILS nk 14t,441, :44;41 4,•.,...4.:,te,45:4,`".4.4?.4,4:,t44"i.r,j4.,i'k 4.°444sikt., 4.0..'t,;.:;g 41609., 4. A1602 ..............a. 0 col .0.1 01 I ......... ci ils-511, 5'-3•/2' 5" 1 4. A1602 ..............a. tD ;BI t ...............,■.4.4c 01 I ......... -3 /2 5'4/2" A1609. I If FLOOR LINE .. AT LOWER LOUNGE GLASS TYPES i I/4• TEMPERED " PLATE GLASS 2 5/8" INSULATED TEMP :PLATE GLASS .. II INSULATED PLATE GLASS INSULATED TEMP PLATE BUSS A160 SIM. • AI623, SIM. 111.61,111 A162i. SIM. FLOOR LINE ® VESTIBULE ® RESTAURANT LOUNGE H LOUNGE FIREPLACE (10 LOUNGE LOUNGE EXIT M PUBLIC AREA EMP LOUNGE STOREFRONTS AT PUBLIC SPACE 1 EQ. 'EQ. EQ. EQ. 1 I 5/8" INSULATED PLATE GLASS I" INSULATED TEMP WIRE GLASS INSULATED TINTED TEMPERED PLATE GLASS INNER LITE s 1/4" TEMP PLATE GLASS OUTER LUTE : I/411SOLAR MED. BRatizE TEMP. PLATE GLASS II 1/4" TEMPERED WIRE GLASS 9 I" INSULATED LAMINATED PLATE GLASS NOTES ALL WINDOWS AND STORE - FRONTS SHALL BE FIELD MEASURED BEFORE FABRICA- TION 6" NOM.) t CONF. RM. 0" ( NOMA] GUEST WING GENERAL NOTES: NOMINAL SECTION SECTION FLOOR LINE CORRIbOR INDOOR POOL SLIDING , ALL F "C" WOOD SHALL , BE CLASS C W/MAX. FLAME SPREAD OF 200. SLIDING DOORS FACING PARKING SHALL NOT OPFN■ MORE, THAN 20 OR LESS THAN 20 AT FIRST FLOOR- ONLY SEE ELEVATIONS ON SHT. A-7 a A-8 FOR LOCATION OF OPERABLE LEAF AT STOREFRONTS ,Q ora Qp,%.MANUF. INSTAL.L ,FIRE DOORS B YMIDOWS IN ACCORDANCE WITH NFPA 80. ALL WOOD FRAMING WHICH ,IS NOT PART OF A FIRE RATED ASSEMBLY SHALL BE FIRE RETARDANT TREATED. FIXED WINDOW GUEST WING ALUMINUM DOORS WINDOWS AT GUESTWING u 5/8" TYPE X GYP BD. WRAP MESH AROUND BOARD EDGES AS SPEC.- MTL. TRIM AT JAMB---_. WOLM WOOD BLOCKING FIIC 331 FIN. ALL. 14EASUREmErrtS Hus7 BE CHECKED 044 THE JOB BY THE CONTRAC1 am. ALL pRIATS AND SPEnIFICATIONS Anc. THE PROPER', OF DVINER AND HIJST BE RETURNED .wari COMPLETION OF THE Q0) .< GALV. ' MTL. COUNTERFLASHING W/CLIPS a FIN., TO MATCH STOREFRONT HEAD 1 FLASHING -2 x HEADER SEE STRUCT. NOTES CAULK FRT. FRAMING SEALANT a BACKER ROD-. CORNER -BEAD -CAULK SEALANT a-- BACKER ROD SEALANT & BACKER ROO ALUM. CLOS. TRIM DRIP CAP DRIP CAP DRIP CAP— SEALANT EV BACKER ROD CAULK STOREFRON A1603 HEAD AT GUEST CORR./PUB. SPACE lo; A1605 HEAD AT FIXED WINDOW (JAMB SIM.) kV 3/4 PLASTER ON \11;: •." • MTL. LATH W/ io 441,, PLYWOOD STOREFRONTN 14444 SLIDING GLASS DOOR 3/411 PLYWOOD WINDOW UN T AS SCHED 41608 CORNER JAMB AT VESTIBULE 1 1./eTEXTURED WALL SYS T W/ (339 FM. SEALANT AND BACKER ROD A1609 JAMB AT PUBLIC SPACE WOLM. WD. BLOCKING WEEPS — asAEAcktRNTRg(D. -FLASHING TO MATCH FRAME (3_370 FIN. - FORMED CLOSURE 87/6" 3/4" PLASTER / / ON MTL. LATH WATERPROOF ..-...--."- 7 ,QUARRY TILE Cilij FIN . VAPOR BARRIER s\ (I 7 i i I i 3/4" PLYWOOD. - 1/4 SHIM SPACE EXTERIOR JAMB TRIM MEMBRANE METAL TRIM SEALANT TRIM ItEC/STEMED ARCHITEC• 1/4" FILLER WINDOW SILL THRESHOL.D - SLIDING GLASS DOOR A1613 JAMB AT SLIDING GLASS DOOR WINDOW ARCHITECTOHC AND PLANNING CONO... TATION H.M. DOOR CONC. COL. SEE WRAP MESH AS SPEC. INSULATION AT ENDS OF SUITE 410'. SAN'140=010.'TEXAS METAL STOP-- FLASHING JAMB DETAIL (PLAN) 'H.M FRAME ALUM. THRESHOLD ALUM. WINDOW SET IN SOLID BED FRAME OF MASTIC x RIM OAK TRIO a r'SILli PIN. (16,-6) I 1 t -0 --r SOLID WD. 1 BLOCKING 1 14 ----SOLID WD. BLOCKING FLASHING -. I 1/eTEXTURED WALL SYST. W/ (329 FIN. A1615 JAMB AT VESTIBULE A1617 SILL, AT H.M. FRAME 31)- —< - I- ADD t KG AT 'HANDRAIL" Ale SILL. AT FIXED WINDOW • RED OAK HANDRAIL AT LANDINGS OF STAIRS I AND 4 SEE. 4901 AN?) A902 . • - OMIT WI). TRIM WHERE A1620 HANDRAIL . OCCURS 1/2" RES . CHANNEL, FACE OF STUD BEYOND --------. (C...) ONLY. 'ALUM. SILL sum SOLID BED OF MASTIC CAULK CAULK STOREFRONT AS: SCHED SEALANT & BACKER ROD CONC. WALX SEE CIVIL SUDPEu --....„......N\ 4---- , . EXTEND SLAB • AT THRESHOLD -------7.7- SEE STRUC1. SLOPE 4 - /FLOOR AS SCHED. -- EASE EDGES INTERNATIONAL HEADDUAIII, ERS MARRIOTT DRIVE WASI4INGTON, C 20058 SHEET TITLE WINDOW AND STOREFRONT DETAILS r- 1 1FLlilr- 'l-.I11.. 1,1:3 3 1Lc iL: [JUL16 1987 ciiVUF-TO"C". - vILA J.:L:6' DF.PT. rocA•worsouurAV.HATIA9ANAWAIPAIMAIMAAAMAAMALIMPANAMVAAAMMAWA,A,010•61Sri 0 itTns..K.- 1011111111111111111111111111111111,111111111 2 3 IIIIHIP1111111111111111iTHIHTIIIIIIIIIIIII111111111111111111 10 11 wx.ao- .ADE.6FP.a. 12 01 5/8" INSULATED PLATE GLASS I" INSULATED TEMP WIRE GLASS INSULATED TINTED TEMPERED PLATE GLASS INNER LITE s 1/4" TEMP PLATE GLASS OUTER LUTE : I/411SOLAR MED. BRatizE TEMP. PLATE GLASS II 1/4" TEMPERED WIRE GLASS 9 I" INSULATED LAMINATED PLATE GLASS NOTES ALL WINDOWS AND STORE - FRONTS SHALL BE FIELD MEASURED BEFORE FABRICA- TION 6" NOM.) t CONF. RM. 0" ( NOMA] GUEST WING GENERAL NOTES: NOMINAL SECTION SECTION FLOOR LINE CORRIbOR INDOOR POOL SLIDING , ALL F "C" WOOD SHALL , BE CLASS C W/MAX. FLAME SPREAD OF 200. SLIDING DOORS FACING PARKING SHALL NOT OPFN■ MORE, THAN 20 OR LESS THAN 20 AT FIRST FLOOR- ONLY SEE ELEVATIONS ON SHT. A-7 a A-8 FOR LOCATION OF OPERABLE LEAF AT STOREFRONTS ,Q ora Qp,%.MANUF. INSTAL.L ,FIRE DOORS B YMIDOWS IN ACCORDANCE WITH NFPA 80. ALL WOOD FRAMING WHICH ,IS NOT PART OF A FIRE RATED ASSEMBLY SHALL BE FIRE RETARDANT TREATED. FIXED WINDOW GUEST WING ALUMINUM DOORS WINDOWS AT GUESTWING u 5/8" TYPE X GYP BD. WRAP MESH AROUND BOARD EDGES AS SPEC.- MTL. TRIM AT JAMB---_. WOLM WOOD BLOCKING FIIC 331 FIN. ALL. 14EASUREmErrtS Hus7 BE CHECKED 044 THE JOB BY THE CONTRAC1 am. ALL pRIATS AND SPEnIFICATIONS Anc. THE PROPER', OF DVINER AND HIJST BE RETURNED .wari COMPLETION OF THE Q0) .< GALV. ' MTL. COUNTERFLASHING W/CLIPS a FIN., TO MATCH STOREFRONT HEAD 1 FLASHING -2 x HEADER SEE STRUCT. NOTES CAULK FRT. FRAMING SEALANT a BACKER ROD-. CORNER -BEAD -CAULK SEALANT a-- BACKER ROD SEALANT & BACKER ROO ALUM. CLOS. TRIM DRIP CAP DRIP CAP DRIP CAP— SEALANT EV BACKER ROD CAULK STOREFRON A1603 HEAD AT GUEST CORR./PUB. SPACE lo; A1605 HEAD AT FIXED WINDOW (JAMB SIM.) kV 3/4 PLASTER ON \11;: •." • MTL. LATH W/ io 441,, PLYWOOD STOREFRONTN 14444 SLIDING GLASS DOOR 3/411 PLYWOOD WINDOW UN T AS SCHED 41608 CORNER JAMB AT VESTIBULE 1 1./eTEXTURED WALL SYS T W/ (339 FM. SEALANT AND BACKER ROD A1609 JAMB AT PUBLIC SPACE WOLM. WD. BLOCKING WEEPS — asAEAcktRNTRg(D. -FLASHING TO MATCH FRAME (3_370 FIN. - FORMED CLOSURE 87/6" 3/4" PLASTER / / ON MTL. LATH WATERPROOF ..-...--."- 7 ,QUARRY TILE Cilij FIN . VAPOR BARRIER s\ (I 7 i i I i 3/4" PLYWOOD. - 1/4 SHIM SPACE EXTERIOR JAMB TRIM MEMBRANE METAL TRIM SEALANT TRIM ItEC/STEMED ARCHITEC• 1/4" FILLER WINDOW SILL THRESHOL.D - SLIDING GLASS DOOR A1613 JAMB AT SLIDING GLASS DOOR WINDOW ARCHITECTOHC AND PLANNING CONO... TATION H.M. DOOR CONC. COL. SEE WRAP MESH AS SPEC. INSULATION AT ENDS OF SUITE 410'. SAN'140=010.'TEXAS METAL STOP-- FLASHING JAMB DETAIL (PLAN) 'H.M FRAME ALUM. THRESHOLD ALUM. WINDOW SET IN SOLID BED FRAME OF MASTIC x RIM OAK TRIO a r'SILli PIN. (16,-6) I 1 t -0 --r SOLID WD. 1 BLOCKING 1 14 ----SOLID WD. BLOCKING FLASHING -. I 1/eTEXTURED WALL SYST. W/ (329 FIN. A1615 JAMB AT VESTIBULE A1617 SILL, AT H.M. FRAME 31)- —< - I- ADD t KG AT 'HANDRAIL" Ale SILL. AT FIXED WINDOW • RED OAK HANDRAIL AT LANDINGS OF STAIRS I AND 4 SEE. 4901 AN?) A902 . • - OMIT WI). TRIM WHERE A1620 HANDRAIL . OCCURS 1/2" RES . CHANNEL, FACE OF STUD BEYOND --------. (C...) ONLY. 'ALUM. SILL sum SOLID BED OF MASTIC CAULK CAULK STOREFRONT AS: SCHED SEALANT & BACKER ROD CONC. WALX SEE CIVIL SUDPEu --....„......N\ 4---- , . EXTEND SLAB • AT THRESHOLD -------7.7- SEE STRUC1. SLOPE 4 - /FLOOR AS SCHED. -- EASE EDGES INTERNATIONAL HEADDUAIII, ERS MARRIOTT DRIVE WASI4INGTON, C 20058 SHEET TITLE WINDOW AND STOREFRONT DETAILS r- 1 1FLlilr- 'l-.I11.. 1,1:3 3 1Lc iL: [JUL16 1987 ciiVUF-TO"C". - vILA J.:L:6' DF.PT. rocA•worsouurAV.HATIA9ANAWAIPAIMAIMAAAMAAMALIMPANAMVAAAMMAWA,A,010•61Sri 0 itTns..K.- 1011111111111111111111111111111111,111111111 2 3 IIIIHIP1111111111111111iTHIHTIIIIIIIIIIIII111111111111111111 10 11 wx.ao- .ADE.6FP.a. 12 ra.tw �:4tf,�wxiwR, ROOM FINISH SCHEDULE FLOOR WALLS MATERIAL FIN MATERI L CLC. TYPE SEE A23 CEILING FLOOR WALLS REMARKS MATERIAL MATERIAL_ CLG. TYPE SEE A23 FIN CEILING REMARKS MATERIAL 1001 GUEST CORRIDOR ELEV. LOBBY CARPET CARPET 10016 VENDING STORAGE CARPET VINYL TILE VINYL TILE 40.02 4002A 10028 10023 10025 •GUEST CORRIDOR CARPE' CARPET GUEST CORRIDOR PUBLIC TELEPHONE 1OB 108 108 205 4 "RUBBER 313 205 4 "RUBBER 313 205 4"RUBBER 313 204 4 "RUB. COVED 313 204. 4 "RUB. COVED 334 205 4 "RUBBER 313 265. 4 "RUBBER 313 205 4 "RUBBER 313 205 4" RUBBER 313 204 4 "RUB.COVED 334 204 4 RUB COVED 334 334 2041 4 "RUB .COVED 334 211 Q.T 3'9 •CO■C,STAIN POOL EQUIP CONC.STAIN INDOOR POOL NOT USED (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL. WALLS) (ALL WALLS) _ (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS). (ALL WALLS) VI 312 SPRAYED GYP.BD. V 312 SPRAYED GYP. BD. VI 312 SPRAYED GYP, BD. VI 312 SPRAYED GYP,BA a. 310 P'ro . GYP , BD . VI 312 SPRAYED GYP.BD. 312 312 31.2 SPRAYED GYP.BD. FIRST FLOOR 159 �CONFERENCE'RM. 122 CARPET "RUBBER RUBBER 351.359 351, 359,. NOTE 1, 5, 6 SECOND FLOOR 2001 GUEST CORRIDOR 2001A ELEV. LOBBY 2002 GUEST CORRIDOR 103 CARPET 103 CARPET 103 CARPET 103 CARPET •RUBBER • 4 " RUBBER 4" RUBBER RUBBER PTG.GYP.BD, PTD.GYP.BD, 12' -1 8 ' -0 3/4 ELEC. ROOM STORAGE • pit ,GYP.80, PTD.GYP.BD. CEM.PLASTER • 8`---03/4" 9' -8 12'-0" VENDING 108 CONC.STAIN 108 CONE . STAIN 107 VINYL TILE LINEN RI]OM • VINYL'TILE 4'' AUB.COVED 334 4 ":RUB4OVED 31 3 (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) (ALL WALLS) 312 SPRAYED GYP .'BD , 8 0 3/4 SPRAYED GYP , 80 8'-02v4 SPRAYED GYP B0. 8'-O34 ✓ 312 ✓ 312 ✓ 31.2 ✓ 310 SPRAYED GYP.BD. PTD.GYP.BD. PTD.GYP.BD SPRAYED GY0.80 . 1008 'EXERCISE ROOM VINYL TILE CARPET "RUB.COVED 335 (ALL WALLS) FULL MIRROR VINYL TILE CONC.STAIN (ALL WALLS) (ALL WALLS) PTD.GYP.BD. C.T. 300 310' PTD.GYP.BD. 310 PTD.GYPBD. 1012 SERVICE CORRIDOR EMP - LOUNGE VINYL TILE VINYL TILE VMNYL TILE • 4 "RUB. COVED 4 "RUB.COVED 4 "RUB. COVED (ALL ' WALLS) (ALL WALLS) PTD.GYP.BD. SUSP.ACOUST.TILE SUSP.ACOUST.TILE 333/334' SUSP.ACOUST.TILE DISHWASHING DRY STORAGE 1.20 120 120 208 208 (ALL WALLS) NOTE 1Q NOTE 10 NOTE 1, 10 NOTE 1, 10 NOTE 2 NOTE 2 NOTE 2 NOTE 10 NOTE 10 THIRD FLOOR GUEST CORRIDOR. CARPET ELEC. ROOM 3004 A STORAGE 300.4 108 CARPET CARPET 205 .422 RU88ER `205 4" RUBBER 4" RUBBER CARPET • RUBBER (ALL WALLS) (ALL WALLS) (ALL WALLS) CONC,STAIN 382,. VENDING 3006A LINEN RODM CONC.STAIN VINYL TILE. 312 312 '312 '312 310 310 312 310 SPRAYED GYP . SD . 8 -11/2 SPRAYED GYP. 80 . 8 -11/2" ' PTD.GYP.BO. VARIES PTO GYP.BD. VARIES DESCRIPTION REVISION'S' ALL MEASUREMENTS MUST 8E'CNEcKEO ON TIE J08 sY THE CONTRACTOR. ' ALA. • PRINTS AND. SPECIFICATIONS ARE THE "PROPERTY OF THE ,OWNER AND MUST &E RETU UPON COMPLETION Of THE'WORE NOTE ' 3, 10 MARBLE 'C.T. 'C.T. C.T. 4 "RUB. COVED (ALL WALLS) (ALL WALLS) 336/315 336/315 336 336/315 VII 311 NOTE 1, 10 NOTE 1, 10 BATHROOM GUEST ROOM 101 CARPET 101 CARPET 100 C.T. 101 CARPET (ALL WALLS) (ALL WALLS) '300 300/301 300/301 312 312 310 312 NOTE 8 NOTE 8 PTD.GYP.BD. SPRAYED ' GYP.BD. NOTE 8 MARBLE 1022: RESTAURANT 116 1023; LOWER LOUNGE 1024 CORRIDOR 1025 LOBBY. 1027 .'FRONT DESK 1028. 'HALL. 1029 LUGGAGE 116 115 115 4 105 104 104 CARPET 4" RUBBER CARPET 4 "RUBBER NOTE 4 204 4 "RUB COVED PTD.GYP.BD. 8 " --6" III 347 SUSP.ACOUST.TILE 10 -8" NOTE 4 VI 347 PTD. GYP . BD /ARIES NOTE 4 VI 347 PTD.GYP.BO, 8' -6" KING ENTRY 302 (ALL WALLS) SPRAYED GYP.BD. DRESS. AREA (ALL WALLS) MARBLE /CARPET 204 4"RUB.COVEO VI 347 PTD.GYP.BD. CARPET CARPET CARPET 4 "RUBBER GLASS STOREFRONTS /ALL 344 (ALL WALLS) 319 (ALL WALLS) `. WALLS 331 T EX-- COTE /GYP. BD . BATHROOM GUEST ROOM 200 C.T. 301 300/30 PTD.GYP.BD. ' 6 "+ NOTE 7. 9 NONE (ALL WALLS) SUSP.ACOUST.TILE 81-0" 030 TELE, EQUIP. 4 "RUB.CCVED 204 4, RUBCOVED 1031, WORK AREA 1032 ` PROPERTY MGR. 1033 1.033A 1034 1035 1037 104 at}+' MECH . ROOM MAINT.'WORKSHOP 108 ELEC. ROOM 108 LANDSCAPE STOR. 108 LINEN ROOM 107 4"RUBBER 4 "RUBBER 319 (ALL ` WALLS) ':(ALL- WALLS) (ALL WALLS)': SUSP.ACOUST.TILE 'SUSP.ACOUST.TILE SPRAYED G SUSP.A000ST.TILE NONE NONE. CONC.STAIN CONC`: STAIN CONC.STAIN, (ALL WALLS) (ALL WALLS) '4 "RUBCOVED i 334 CONC.STAIN 204 VINYL TILE ROOM FINISH `' REMARKS if SEE ' SHEET., A-22 FOR ELEVATION 2. 33 WAINSCOT 3' -6" HIGH 3. ' SEE REFLECTED CEILING PLAN A-23 4 . SEE ''SHEET.,: A-9 5. :WAINSCOT 6 , PAINT CLOSETS ' WITH `31 7, SEE SHEET A-20 ,FOR ELEVATION TYPE VIII CEILING 'AT:8' -i 1/2" A.F.F. (ALL WALLS) (ALL WALLS) (ALL WALLS) VIII 310 VIII 310 VIII 310 BATHROOM 100 C.T. SITTING AREA 102 CARPET SLEEPING AREA 102 CARPET KING CONNECTOR 102 CARPET 304 300/30 (ALL WALLS) (ALL WALLS) 360 300/30 VII NONE CARPET VIII 310 PTD GYP.60. 100 G.T. 305 304 300/30 300 /304 VII 310 312 312 312 312 310 PTD.GYP.BD. SPRAYED GYP.BD. SPRAYED GYP.CD , -6n+ ' -0 3/4 " ' —0 3/4" 103 CARPET RUBBER 312 SPRAYED GYP.BD. VARIES 9. W/R GYP. 80 ALL WALLS EXECPT CORRIDOR 10.`W /R GYP. BO WALLS ARCHITECTURE AND PLANNING CONSULTATION 4040 BROADWAY SUITE 410 SAN ANTONIO:TEXAS 78209 AT.THIRO FLOOR FIiVISH 101 :. MATERI AL GUEST'. BATH PUB.TOILET PINK' GUEST ROOM. 77777 - PEACH MINI—SUITES WMPET CORRIDOR STAIRW LLB AO,4IN. OFFICES.. DAL. TILE. REMARKS 4; d.. r -�■ - 01235 X SCORED CT . ALMOND 4 1/4' PATTERN Q_ P/ :K PEACH MATERIAL`" MFR PATTERN COLOR REMARKS 200 EMP.LOCKERS DALTILE COVED GST BTH PUB TLT CRYSTALLINE S 3401 URKE RUBBER COVED 2c.4 s RUBBER B B HARD SURFACES CO. 205 , RUBBER BURKE`RUBBER STRAIGHT CARPETED AREAS CO. 208 CERAMIC TILE DAL. TILE KITCHEhI 01235 ALMOND 502'P DK.BROWN 41/4"X 41/4": FIN 300 301 MATTE'FIN. CVD.43401 502 P 4 "H. X OK . BROWN 1 8" 0-735 4 1/4" X GROUT WHITE ALMOND 4 ` 1/4" EMP LOCKERS GST BTH PUB-IL � YL- TYPICAL-- GUEST BATH NYC- 304 MINI .SUITE ATH CEILING FINISH MFR PATTERN 'COLOR SIZE DAL.TILE MATTE `FIN. -D -735 4 i /4"X .:'. ALMOND 4 1/4* 0/11 J.JOSEPHSON PATIENCE 8sQ 3903 OZ �Y X 213 .W- 890 -3942 11 OZ/ J.JOSEPHSON PATIENCE LY X 6o' W 15 OZ/ 2756 LY X _5261 210 NOT USED' 211 ARMSTRONG BRUNING 111 A MELLOW i2 "X12 70'SHORT SAND X 1 /0" OF ROOM MARRIOTT G5 " ^ t -ALL BEIGE 41 BXB CHAMPAGNE(MFG: PUEBLO HYOROMENT UPCO USED 115 ;MARBLE PUBLIC SPACE 118 RESTAURANT LOUNGE 120 QUARRY'T1LE` K TCHEN 422 CARPET MEET G ROOMS; CREMA , .121X12 MAR IL X 3 8 305 308 309 310 311 312 313 315 319 321 PLASTIC''LAM. DOORS COLUMBUS COATED. BENJAMIN MOOSE NEVAMAR 2756 GROUND ?AGR MATCH FINISH #309 TEXTURED ASH REMARKS Gfl6UT: • rM; SCORED , PATTERN 0 FSR: CLASS A FSR: :CLASS A SEMI - GLOSS ENAMEL WILSON ART AMERICAN ASH #7029 -13 SEMI.,-GLOSS ENAIMEL MATERIAL MFR PATTERN REMARKS MATERIAL PATTERN COLOR ACRYLIC 6ASED 331 •I !' Nl. MATERIAL •SEE SPECS. BLDG. EXTERJOR WIRT V N A 333 SER ICE 8E J MIN CORRIDOR `; MOORE A 334 SERVICE PRATT & CORRIDORR LAMBERT 335 DRY STOR.& 6ST GLIDDEN LAUNDRY,LAUNDR 336 CERAMIC -TILE DAL.TILE PUBLIC TOILE "% 338 CERAMIC TILE L]AL. TILE KITCHEN awn YO -.274W IVORY MIST CEILINGS PUBLIC SPACE =ECIAL COATINGS' INTERIOR CLGS STAIRWELL.S GUEST CORRIDOR VINYL PUBLIC'TOILETS OFFICE & EXERCISE C. LAIC'..,.' MEETING RM. CABINETS -LAST 324 PUB.&EMPLOYEE TLT ENTRY ORS 325 PUB. &EMPLOYEE TLT DIVIDERS 3'x'8 PLASTIC LAM, EMP.LOUNGE IMPERIAL OT TEXTURE A (212) 421- -1270 ALBA ALESSANDRO CO SELL 'iy " JOSEPHSON MARLIN CHRONQS VOLII 899-8405 STYLE—TEX ISLAND WICKER NON ASBESTOS POLYSTRYENE PLASTIC LAM. LOBBY NOT USED VINYL —LOBBY RESTAURANT & TOWER LOUNGE STAIN &'TONER PAINT MILLWORK WING D METER WHITE MATTE FIN. 0 -735 ALMOND MATTE FIN. 0-735 ALMOND SEMIGLOSS SEMI -GLOSS GLID= •GUARD EPDXIDE BRED PATTERN "Q; GROUT:: WHITE GROUT: WHITE 356 G ESTROOM TRIM:; WINGS Ali) &,C OECUR. C._, 357 INDOOR POOL INSERT WALLS :TREE-LOGO 3 TILE W/ BORDE TILES ,, . 35B POOL, DOOR & DOOR JAMB. .353 NOT' USED CERAMIC TICE-- BUFFET TOP 366 MIRROR PLASTIC LAM, 367 MINI -SUITE 368 EXT:GUTTTER & DOWNSPOUTS . 369 WOOOaFASOi OLYMPIC 42170 54 "W. 511.1H.—. 24 OZ. 0911 FORMICA SUEDE PROVINCIAL -. CHERRY - DAL TILE MARRIOTT BEIGE., CUSTOM TREP CREAM. LOBO & RUST BORDER GROUT,;TOMATCH 6"X8! MFR .. CUSTOM BLDG. PR COLOR *180• , SANDSTONE DAL.TILE 0 -1428 SALMON CLEAR TO MATCH FINISH #373 TO MATCH FINISH #331 SUMMITTVILLE TILE 2 3/4 EPDXY: GROUT X " SNOW .WHITE - 2:.3/4" .S -400 687==7012 NEVAMAR 220Z /LY FS-5, FS-6 346 X54" W FC -O (FSR) 27" W FSR: CLASS A 347 Y4313 --2 54" w BRASS ATNT�L"YSBBV'`"�"" '- RESTAURANT & a, BENJAMIN LOUNGE CLGS, MOORE -- — �TVE DAL . TILE POLISHED TO MATCH FINISH D -1427 8-110 TEXTURED GOLDEN ASH TEXTURED EPDXY' PAINT INDOOR POOL GLIDDEN GLID -TILE 'COMERCIAL ' 'SEMIGLOSS EPDX WHITE EPDXIDEARp WILSON ART WILSON ART FORMICA CORP. 64 SUEDE 350 NOT USED S EDE" FIN SUEDE, 1530 BEIGE FIN. '774 36i VINYL PERVEL MEETING ROOM 354 WALLCOVERING MDC MEETING ROOM WALLCOVERING 355 NOT USED KOHAIA FSR: ,. CLASS A 372 PLASTIC,LAM. SERVICE STAND PLASTIC "CA !F—. 373 MINI — SUITE: BAR DOORS AS SCHED 374 PAINT GAZEBO 375 NOT USED bERAMIC 378 TO LINE POOL & HYDROPOOL ` NATURAL CERAMIC'TILE FORMICA. TEXTURED INTERNATIONAL HEADQUARTERS MARRIOTi' DRIVE WASHINGTON, D.C. 20053 888 ADOBE, FORMICA 925 .TO'•MATCH FINISH 41331 (DO NOT 'PAINT SHINGLES) DAL.TILE DAL.TILE 1 ")K 3'°' GROUT: WHIT; TILES 'FROSTPROOF FOR EXTERIOR EPDXY GROUT X SNOW WHITE 2A`3/4" SUMMITV!LLE TILE #S -4000 411**T7444r v► 4!jai; 1111111111 I III1I JIII 0 18 frls INCA. 1 1111111111111111 2 I1lIIIIIIIlIIIfIII�IIIf1III L ( 1 i1 I1IIIg :B. I II1IIIf III 1I1I1 II 111111IIIli'1I I1'I111111I 111111 111 9 10 11 MAOEINUWANY 12 4 ..Ra �,,..S �- .9.wi; `..-, .r,.. ....:t tf:Ar.;,$44 PAINTS ISSUED MATCH LINE A1402 TYP DIVIDERS IV GLASS INSERTS SEE A2123---....„ 1" REVEAL gyoRSTH A1322 A2119 10*--7" --r- GAS VALVE W/ BRASS PLATE RECESSED IN HEARTH SEE MECH 2x6 LOW WALLS — A1101 SIM A1609 0%1402 TYP 2• • DECK '0. 'DRAIN LOBBY SKYLIGHT ABOVE CONC A1411 A1609 /gnir o SHELF W, G ROO 56-6" AFF STORAAE/ L.UGGAGE [1029] VT 'ALL x.NEAGUREMENTS NUST BE NECWED ON THE J09 BY THE CONTRACTOR. , . ALL PAINTS ,AND :SPECIF ICATI DNS ARE THE PROPERTY OF THE OWNER AND NUST BE RETURNED UPON comi,LETION"oF THE WORK i6-3. A2102 FRONT. DESK PLANTER - SEE A2117 TREE TILE TYP A1105_ PLANTER N • A2107 WORK AREA 1°4 (1031 A2105 "7'1411P°- A1427 FF..0 SEE A522 * I 139-10° A1623 WORKBENCH SEE , A2221 LIFO MAINTENANCE WORKSHOP rt_to33A1 CORR 11024j ..... 2I■10 f FLOOR ABO MTL SEE SHELVES A520 9-41/2' m 44CONC PAO FOLDING TABLE SEE A525 CARP 11 Mr.10 SINK-. .\24"x48% \ • UTILITY SHELF W/ MOP HANGER • GUEST CORRIDOR JERRY THEIS ASSOCIATES " I NC ARCHITECTURE AND PLANNING "CONSULTATION REC. EWH 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 LOUVER 4ICON SEE S PAD RUCT \--CARD • READER iritgfhE 1" EJ SEE.' SHT A 14 [1.035 LAND STOR A1414 INDOOR •POOL / POOL PLAN NOTE: ALL DIMENSIONS ARE TO FACE OF STUD OR 9 OF WALL eh. Rim SCALE F.F.E. 1981 JUL 1 6 1 KEY PLAN 7,,,Wfx Veyr`4".7 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 ] 1 1 1 1 I 1 1 1 111111111111 I 1 1 1 I 1 1 1 I 1 1 1 n 16MSINCm 1 "4 or; A '7 R c 1(1 11 wee IN ORMAN/ 12 nieS22LIA1,1,r :•ate:,.,. PRINTS ISSUE g' -S s /2" A1422 A1404 2N0 F OOR ABOVE STAIR CONFE -.ENCE RO,i'M 16 ENCE M SOAK SINK FURR DOWN TWARNING REC. FIRE HOSE CAB. SIM A5I0 SEE ASV REC H i S SHELF ® HANGER R CK GUEST C ORRIDQR [1002 SIL COL A 801 A225 ALL MEASUREMENTS MUSTBE,CHECKED ON THE JOB BY THE CONTRACTOR. ALL. PAINTS AND„ SPECIFIL.A'CIONS ARE ;THE PROP RTY OF THE OMNER ANDMUST�.BE,RETURNED'UAON COMPLE'TION.OF "'THE MORK CARP ELECSE@ A509 TEESli1 1508 FEC -WIRE MESH PARTITION 7•--7" HOUSE VENDING SINK EEPING sJ OS GUEST :tORAIDOR PREPARATION SINK 2'- 4' /2i• `. STAIR NO 2 4'- '21/2.1, CONT HANDRAIL AT INTERMEDIATE' LANDING SEE A100i 1 COOKING FEC REFERENCE LINES SEE :KITCHEN DWGS , • KP--3 NOTE: DO NOT INSTALL DOIDR S WALL PRIOR TO 1 INSTALLATION OF i KITCHEN EQUIP 12"–p" I , r DS_�____ i. ARCHITECTURE' AND PLANNING CONSULTATION' D OS 41/2" A2210 9'r-1 i /4', FIN DIM OS i o-- A2125 A2202 DIRECTION OF VEIN IN MARBLE — PLASTIC STRIP A1403 A16O 10" A1402 TYP A1101 � SIM 2' -9°` 4' 0°* SERVICE LINE SOFFIT ABOVE I' 24 "x 48" F TABLE SEE A MATCH LINE MATCH LINE RESTAURANT SHEET ` TX1ta PARTIAL, ,l4" FLOOR PLAN PUBLIC SPACE A1322 NOTE ALL ,DIMENSIONS ARE TO FACE OF ' STUD OH L OF WALL KEY PLAN B :.SINr�4'ifAR�f%M 6'i�'�•Y.YythiR.AY� 1i.JIIlIII 11111111111111 1111111111111111 111111 1 r 11111111 Ih1II1l1lhf1l1I11111I'l'IhI'I' 1 11 111'i'I'I'I'1'I'l'I'i'I'i!l'iul 44 11 44.% Air,....,....vse, '1.. .. J°' f; G.' aY 'm..,:.r�;1:YR.4.4`t:ri.'..i1, n.t•:n4w::{r,.4x,.- r...,4�5V., ww: ^�rz, • :k ..v !SII;4'.'nv.0 .kn {drht{�.l, xrS:FLd, Aa1 lu.:54: A5 3: • STR 3°_711 STRUCT TO STRUGT 41 /a 1 BALCONY oR PATIO 4V4" I KING J 5 C.G. 0 SITTING 41- 51/41( 'HOLD 8 • 0 ommummil 111 to C: R. . C.G. WHERE, OCCURS SEE STRUCT. 0 DBL/ bBL • CONNECTOR A1424 CL ,. I DRESSING ' `BATH A2011 - 03 I • In CT BASE 2 5`-0 5/8 HOLD 6 u 6 SEE ;1/6" PLANS 10 CL S�i� L T 13 -7" 13'' STRUC 4 -4V41 BALCONY OR PATIO 0 Is 'v4" KINGK G IN • DBL /DBL O 0 • �1 OCCURS r— SEE . STRUCT. A/C C.G. v ' $010•1110111, SITTIkG 41--5 1/4" HOLD 8 0 RT KIi. r, CONNECTOR • • C. C.G EN DRESSING .r24110tio ir R.T. CMG • J BATH sma 8 N d• 1 HR. SHAFT SEE 41416 i0 5'.= 0,5/e" 4 v2' HOLD STS CT 13' -7" STRUCT A1405 TYP. Ch CD 0 512° 1447 TYP. i0 • BALCONY OR PATIO 41 -41/411 I Q ,I DOORS WHERE'OCCUR AT MINI- SUITE SEE I/8" PLANS. 0 GUESTIROOM .HOLD 5 -04,8" 4'7 WHERE i874CCURS SEE STRUCT HOLD C.G • �p C.G DRESSING 0 -N TYP. (11 WHEREACCURS SEE STRUCT. DOORS WHERE OCCUR SEE Vir PLANS 6 WE ° C•G• 8 'SEE HER STRUCT. OCCURS �rjl? TYP. MINI -SUITE DOUBLE /DOUBLE CONNECTOR 9 KING CONNECTOR 7. FU:,.L ILES SEE PLAN Ff WALL TYPES f Mem ti no r.= ww ®■■®111®■u ■111® 111 ® ■11 ■B®1511 ®® 111111111111111111111111 ■eee�i ®e11 1111111111111011111111111 1 ■1!■ �u MEM ■ ®11 ®11 ■■ lip Eels mum■! imam g):"-W.1e liumnimmio !1 ■111CI1N•/ ,■®■ ■eJI■ TOILET ELEVATION AT MINI - SUITE i 4' SHOWE CONTR L t TILE 6 FULL TILES ■ama ri El ems ME "Mu MR MIME iem• ■se • 10•1111111a 11: A2112 III 1 A2113 A204 A2116 NOTE : AU. STORAGE CABINET DOORS TO NAVE LOCKING DEVICE., 2. ALL. TRIM $ CABINET MATERIALS SMALL HAVE A CLASS C fLAME- SPREAD RATING (MAX. 200). W4HT1-IICK, 3" HIGH , - 6" LONG MARBLE TRIM EACH SIDE OF TOP FINISHED OPENING VIRG CARD KEY DRAWER T 1 0101RO PRINTER I TERMINAL AND KEYBOtRD VIDEO DISPLAN VIDEO DISPLAY 1.20 VOLT 20 AMP 1 ((PIGEON la) VOLT 20 AMP TERMINAL AND CuPLEx CONY. KEYBOARD OUTLET ,/ REM VABLE_ . OUTLET HOLES-. DUPLEX CONY KEYBOARD REST,. ANNUNCIA1DR" PANEL - - (PROVIDE WOOD TRIM) AROUND FANEL)(345 120VOLT 2/4AMP DUPLEX - CONV.OULETt, A2I10 rm;ii;.-21-611, ----CENTRAL STATION 'HOLD- UP BURGLAR ALARM HUB 2I MONEY WELL vASTE BASKET -BASE PLAS LAM FIN ATFRONT tiESK AND WORK ROOM AREA / • 071 :----3;"------- IN s. I N . ---= .-E . , ''''..--------r 1 A 7 1 r Li 7 • . . . . A2101 ELEVATION FROM LOBBY ELEVATIONS AT FRONT DESI ....'SCALE;••• • • • . ••••• • • • • 63,I- •••,% 1.- 6 3/4'4 2%. 0 .3/4" I 3.- 2'-4 4_2% 0 A/4" ILL6y4" A2102 ELEVATION TOWARDS LOBBY SCALE.: 3A4•• ADJ. SHELF SLIDING DOORS 0 A2100 OF BACK SPLASH VA / '4" ADJ. SHELVES 3/4 FrXED SHELF 120 110LT 20 ARV DUPLEX CONY. OUTLETS DRAWERS, TYR I II GYP BD.OPENING tVERIFY) I EMPLOYEE 1 ' 1 DE F ITARY lAFT •1 X 1 STOP ID CABDR.HINGES HINGED DOOR CUT OUT PLYWD. TOFIT SAFE 20 'WU 325/6"W 24 D. VERIFY ALL SAFE DIM. !x2 CLEAT SLIDING DOORS NO 0E.SCRiPTIOt4 REVISIONS • ALL MEASUREMENTS "fur' DE CHECKED 'ON THE JOB OY THE CONTRACTOR. . ALL PRINTS *Ni f,Ft iFIC Al' IONS ARE THE PROPERTY OF THE OWNER 6 MUST BE RETURNED UPON COMPLETK,N OF THE WORK OPEN ,4ZilL114 ELEV. OF COUNTER IN WORK AREA ELEVATIONS AT WORK AREA CAL: 1 61/2" I 10" A2108 SECT AT WORK AREA A2110 SECT THRUFRONT DESK SCALE: I" IC" COUNTER AT SAFE SCALE I" II- 0" WRITING SHELF W/' GRANT ."A" RECORD PLAYER SLIDE 5041 CAPACITY 161/2' ;LONG FULL EXTENSION 12 1/2" W/ PUSH LOCKPuSH, RELEASE WNW LATCH „AERIAL VIDEO DISPLAY TERMINAL (VERIFY DimE4S4ONS .7 WORK FOR TERM■NAL1 FOR M1TEL 216 6 PEP 100 r- 01/2" MESSAGES 2" 0 HOLE FOR WING 1/2" 0 HOLE FOR SINGLE E CABLE GRANT' *3320 EXTRA HEAVY DUTY FULL INTENSION SLIDES - 18• LONG - VOID 1111111414114311114EINIMI SOLID WOOD 'BLOCKING MITER 8 RETURN '1776RASS MOLDING AT EXPOSED ENDS CAULK 42121 ,44ALL COVERING -EXTERIOR PLYWOOD x2 HARDW000 SHIM Vl/ FINISH )S W BD.- F. R.T. 2 x 4,FR41.41Nr.: AT 2 -9 O.C. 'GYR BD. FACING "SET LINER IN SEALANT DARK BROWN FIBERGLASS PLANTER LINER 'JERRY THEIS ASSOCIATES INC. ARCHITECTURE ANO PLANNING CONSULTAT (ON 4040 BROADWAY • SUITE 410• SAN ANTONIO,TEXAS • 78209 SCALE A2I22 ---...‘c I/2" SHIM • SPACE ... .• • , -10"B BOXED„ggUMW TO 9'-O" ( 345) PAINT. 9V4' FIN. 1/4 THiCK CLEAR PLATE ---' BLASS INSERTS WITH in aVELED EDGES 2x10. CONT. A2301 1 t/2 / BRASS TfOM • ----- 1/2 THICKMIRROR ' BY G.C.666) ' BOXED C0_1.1.1MN INSER1 DGES7 BOXED COLUMN ii/a' DIA. BRASS RAIL A523 1/2" BRASS TR1PA • RETURN ENDS TO WALL TYP. /4" GROOVE WE( WALL A2I19 VINYL -1 ISASE r RETURN 3/4" THICK MAR3LE TREAD .ON SETTERS KC THICK MA / 4TR INfER ; ISER ANCHOR '10P OF CONC. 11111111111 111111111 11111111j111111 fiiFIIilljllIIIIlIlII'lIIilIlllIll'i II „.6 rh 1 f, Y 0 z., i✓V. ^NN Kr4.n1iM.��; 7 3/45 7,1 «311, 29 TILE COURSES EQ. EQ. 4" PLANTER .kr"At.oX..r•' ...iwn +'ror Te MIME •au■enlele■lee■ ■■m■�1■11■ ■®I` -- - _-- I�r.tawll/1 �M wr��r� -- �pml Il�ep ® ®a sPo ®�r®e ®�1�nlr r®®®�ingEO�■E1�I_ ��e %i�p ■ills ■ a■ �, � _� _ ■�i�ie ■psi ®e - usl��l- i� ■ ®�i�li�se ®>• ■ ■iii■■ ■s■ ■loo 111■■■■ memm ■_m ■!■ al■" ® ■ ■� " ®IN ■ ®'��, ■1i{r.wr ■■■■ ®■ ■ ■Q� ■■ ■ i1 i ■r - -- r®■t' =ter s°'r�ll ®/' ®■ `!11 ■ ■�°:' ■■ ■■ ■■ ■� ■1 PLANTER 1E�i M ■I co • ®1! i®Imak ,■�i W l MU ® ■tip ..a ®oei ®�ss� i h ® .1 ■■11111►f 4111111•11 ■ ■■ ■ i ■■ ■1 Heins =■ e�e� ■s■�,■ ■■■ ■ OP ■ :. M II s■ ■ =UTAl=i■ o, ■� •r .r w1wM1w1wm1 r■ �w-- r �� i. w.... wtl�r.�l�� _.mss__■ VERIFY AT FIELD A2201 PLAN 2' 11 1 3/4" 7 11 3" I51 -9" 63 TILE COURSES A2203 SNEEZE GUARD /4 � 'EMR GL./ EXTEND STUDS TOBOTTOM STRUCT. OF 365 - 41-3"i . VERIFY AT FIELD 345 SOLID WDTRIM W /BRASS EDGING 346 NOTE C,OORDI(VOUTS ATEBUFFET TOPoCUT WITH KITCHEN EQUIPMENT 1_'11 x;711 BRASS TUBES M% 41 _ 311 ■■ ®W® .1- 377 8 m■ ■g;m• ■\i11� ■tMli 0 ■® ■■�g®■ lt�O■ ■ ■■ ■'�A , A2222 ': 172 x3/8'xI/2' ■C BRASS CHANNEL ■1111 IDES ALL4S � ■® � � ■!l � ■ ■ ■� ■ ■ ■ ®'s'i!1� ■■ (REMUyABLE) iii, i�O� J ■1isaI1�I ■ ■ ■ ■ ■ ■ ■ %��le® a► . _Iid� G/■ ••. ■ ■■ ■ ■r PLANTER • _ T 344 520.15 FLUSH ANGLE COLLARS TYPICAL �44 0 PLANTER _1 _11111•11111111_11111•111111_11111•111111111 OH 1111 111 1 4A2206 I 1 1/2 11 T"P 0 in - ---�I 1 t 151 - 9" A2202 ELEVATION FROM RESTAURANT PLAN & ELEVATIONS AT 1 _11 "SCALE : 1/2 ELEC.OUTLE WHERE OCCURS '' SEE ELEC CUT TILE AS REOD. II A2212 TT I. 5 BUFFET UNIT 21- 1111 2' -6 ". II IO FULLTILES !CHAFING DISH UNIT l i NSTALL PER MFG'R. 'INSTRUCTIONS i - 0.. BASE UNIT 3'1PLYWD. ADJ. SHELF D SH) A21 1 r•) I PROVIDE .16 PROVIDE ` ! a VENT SLOTS. 372) PLASTIC LAMINATE VENT SLOT 2o4 ' li5 SECTION OF BUFFET AT CHAFING DISH SCALE : I" = 1' _ 011 344 204 3/4 "PLYWD. W/ PLASTIC LAM. FINISH �7- Jeri f - I"DIA. HOLE V L:. I Y COUNTER ` I DRAWER DRAWER STORAGE CABINET PLASTIC LAM. ALL INTERIORS. - LOUVERED ACCESS PANE 1 204 42213 315 1 r Q RM. !0191 1 ONLY L�rl w 200 A2217 E EV.OFWALLOPPOSITE T�? VANITY ■ ELEVAI1ONS8 SECTION AT SERVICE STAND SCALE:! "_ IIV011 zN 2n0 .v4 A230 RM.1020 ONLY SYN. ARBLE 23 TOP aSPLASH A2216 ■ SECT. AT VANITY -WRAP PIPE IN INSULATION (TYP) SEE PLUMBING SPECS. SECTION AT PUBLIC TOILETS 0-ROOM 140 (RMJOI9 SIMILAR 200 300 - =SLOPING TOP TYPE:;:, 12" TYP IL'1 LO ER • glee • um= le 325. 6' -I "TOP OF WALL OPNG. A2223 ELEVATION OF DOCKERS (RNA 1011) ELEVATIONS AT EMPLOYEE TOILETS a 1v isto 325 3 0 0 N) BLOCKING MOM -a- SNEEZE E 3471 345 PROFILE SIMILAR 1ORAILING SEE A2121 A2203: SOFFIT AT BUFFET ,r SCALE I" = I 0" 2'- 8 I/4" 11/2 SNEEZE GUARD �\ 365 . "34a PLANTER (372 a :•• • 34� 2 A2204 SIDE ELEV. OF BUFFET 41- 611 ANCH: TO TUBE W/ lO B.P. SCREWS 130° I I/2" 0 RING FORMED FRqM PASS STOCK 1/41 X WIDE 1/4 X V2 WIDE FLAT BAR WELDTORING BRASS PLATE �.� ENTIRE BRACKET A2205 BRACKET SCALE: I I/2"_ 11 11 -61/4" 4I/8' 5/8" 5/8" oe IAA tom DARK FIBER- GLASS FRAMING A2206 SECTION T PLANTER SCALE : I" _ I' - 0" • TOILET ACCESSORY SCHEDULE TOILET SEAT COVER ` DISPENSER (WALL ° MOUNTED) 'TOILET. SEAT COVER DISPENSER (DOUBLE ' THRU TOILET PART , ) RM . 1019 SANITARY ' NAPKIN ' DISPOSAL �. (SINGLE) A2213 `'? SANITARY NAPKIN DISPOSAL (DOUBLE) ROOM 1019 ONLY SANITARY NAPKIN DISPENSER 19 PAPER TOWEL DISPENSER AND DISPOSAL 2O 30 "x48' DRAB BAR 'DUAL TOILET PAPER HOLDER . NOT USED CORBIN 02066 LOCKS • Ip 372 Pt1.AS IC LAM f A2214 'SERVICE u. STAND SCALE : 1/2 : I'- 0 M ,H r ASH TRAY, (WALL MOUNTED) SOAP' DISPENSER COMBINATION •'MIRROR, TOWEL: DISPENSER SOAP DISPENSER (WALL MOUNTED) TRASH RECEPTACLE TO MATCH PLAS I. 315 24 SIN. MARBLE .E 1R° MTL. SUPPORT- SIM. A2222 200 I II 1111 a r7M■l01 II 325 l`. 31 0t1 C DECORATIVE BRASS STRIP NOTCHED TO RECIVE BRACKET ezerism A2207 MTL.SHELF SUPPORT SCALE: I/2'' FULL SIZE 1/41crSTL. BRACKETS BOLTED TO STUD 5/8" GYP. BOARD BACKING I I FACE OF STUD BLOCKING 1 POLISHED BRASS IVIDING STRIPS 3 V2 it rillmemr • A2208 SECTION AT A2209 GLASS RACK VERT DIVIDER SCALE: 1/2 FULL SIZE FASCIA 0 BRASS STRIP MIRROR PANELS GLASS SHELF W/GLASS RACK UNDERNEATH BRASS GLASS RACK SEE A2 CONCEALED STL, BRACKET SEE A2208 m..416/706a Jma CORBINO2066 LOCK ir • IVOTE NEU- ELS A2210 ELEV. OFBAR - LOWER LOUNGE DETAILS OF BAR AT LOWER LOUNGE a A2216 ATTACH TO STRUCT. ABOVE AT LOUNGE AREA 2X4 CONT. CLG. TRELLIS 345 1/4 BRASS ROD C14--6) cm 5/8"GYP. BD SOFFIT RECESSED LIGHTING SEE ELEC. -N TRIM 345 BOTH SIDES CID Vex I/8"BRASS FLAT STOCK FASTENEDTO WD. EDGING I/4' CLEAR BEV. MIRROR — 1/2" PLYWD. BACKING og PLYWOOD COUNTER TOP FINISH LOUVERED ACCESS PANELS ztv MIRROR GLUED TO I /21 PLYWD 3/8" CLEAR TEMP. GLASS SHELF ,cztv 45°BEND IN ROD / BOTTLE RACK 5 rg.„. rio 04 BEYOND- 372 FIN. BLYOND FULL. HEIGHT (N.1 OUTLIlf • ;1 TOR SPRINKLER HOD 2 SWITCHES `- + DIMMER —VOLUME CONTROL A2215 CONFERENCE ROOM ELEVATION mon Plum NAN 4 ONLY 20 A2219 PLE1i. OF VANITY AND FIXTURE WALL SCALE:3 /&'_ 1' -0" ' "0 1 "TOP ,r •OPENI?NG 25 SYN P1 MTL.5UPPORT SIM.A2222 M ■ ■■M QED Ao■■ 334 LOCKEF A2224 ELEVATION OF VANITY a LOCKERS(RM.IOII) SCALE 3/8" 1 013 '5 PM. I011 1 —a 11 RM.1010 4 fill R p II 1 1 HEAlIER 2`..d 4- "- 01 SEE MECH. RM.110011 ONLY , ii II •-' 200 1 A2225 ELEV.OF WALLAD J. TO W.C. (RM. JOIO, IOI I SIM) R M. I020 MIR MUM UMW • NMI MEM A2220 ELEV. OF WALL IN 11.C. STALL 334 SLOPING TOP TYP --., 12" 8" 7.EP VTL LOCK 25 MTL.SU SIM. A2222.. • inn griwev ilrie p Rip (to (3. PL AS:1AM. AN D ROD IMAM SISINTIF EMI SYN. MARBLE TOP AND SPLASH MTL. SUPPORT SIM. A2222 TI_LOUV. PAINT A2219A ELEV. OF VANITY AND FIXTURE WALL (RM. 1019) • • A2226 ELEV. QF VANITY a LOCKERS (RM.ioio) •1 L: • 1111111111111111 111 . At 1111111111111111111111111111I 11111111111 1 ( 1' mom SECT AT BAR LOWER LOUNGE 325 111•111•111131 gt 200 OC ER 1 A2227 ELEV. OF WALL OPPOSITE LOCKERS (RM 1010) —L C 1 1 RECESSED LIGHT SEE ELECTRICAL ;DIMMER AND 7- TIMER SWITCH PLAS. LAM. 3/4 PLYWD. W/PLAS. LAM. A2216 COUNTER AT CONF. ROOM COUNTERTOP lerommiez .441EMMM-Wae 2x4 SPACED A222 SECTION AT WORKBENCH SCALE I" z i LAS. LAM. FIN BENT PLATE W/ 3/13j A2222 LUNCH COUNTER scALE :1 ver. e- JUL 1.6 19871 PRiNTS ISSUED DESCRIPTION DATE ALL MEASUREHENTS . MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PAINTS ANO SziECIFICATIONS AND MUPTI/E RETURNED ,UPON COmPLETION OF THE WORK 4776 REGISTERED ARCIIITECT JERRY TIMIS still V' WAglinGleel JERRY THEIS AFICHTTECTUFIE -AND PLANNING CONSULTATION 4040 BROADWAY SUITE 410 SAN ANTONIO. TEXAS 78209 lEA cdrporati 1....L.WORK DETAIL ON- • B NO C••870 SCALE, AS NOTED OWG NO 11111111111111111111111111111111111111111111111111111111 11111111 9 10 11 moifelf,ro.wo 12 • • WTR. HEATERS CONT 2x 4 SPANS OVER SIJSP GRID _TO SUPPORT NAILER -- FRT (TIP) /' •TYPE VIII 1 CONT 2 x6 NAILERS SPACERS F.R.T. ANCH. SECURE TO WALL TYPE VI 159 TYPE V + S'-03%4" TYPE V + CONT. SOFFIT VENT- Azov! DROP HEADER AT 'RESTAURANT A2302 DROP HEADER AT LOWER SCALE* 1 in" = ow LOUNGE rE.J. SCE 2x4 FitIT WD STUDS AT 16 O.C. L., ........."... CLG \ AS SCHED f+ 0" VENDP \--CORNER BEAD TYpE.V CLG'31t iiPEI 1±1 k \----"E III A,. TI a 4 11 111111111111111M11111 I NI rim.,._rimfisisi 1 Inilggrisium. pi 1 10-5-1 sip .- .0 ..i. , , , um , I r. i, , iiirmi i irm11111IrOgii ki -2a10 . 1 L.) ,-, • MINIIIIMUNIUMMUNIamalognimmi . WELBLK R.T. CORNER BEAD DISH WASHING [1015iii -112•'x x 8 WIDE EGGCRATE DRYWALL FURRDOWN 11- 0" LIGHT COVE AT MEN 1020 OESCitirT)ON ey ALL PRINTS ANO SPECIFICATIONS ARE THE PROPERTY or THE OWNER el MUST eE RETURNED UPON COMPLETION Cr Ti 'OP( LEGEND IHR.ROOF ASSEMBLY -MECH. DUCT SEE 141.1` 700 1-GYPSUM.SHAFT LINER ID ENCLOSE ALL. SIDES' OF DUCT 2'1/E MIL H AND J STUDSAT •24"0.C. CONT. SOFFIT VENT NOTE : EXACT NUMBER OF SPRINKLER HEADS SHALL BE DETERMINED BY CODE. SEE SPECS. SEC. 15300 11111 111111,1111111111111111111111111111 1111111111 1111FAIII A1101 1 SEE PARTIAL REFLECTED I CEILING PLAN ON THIS SHEET F--FOR WO6D'TRELLIS LAYOUT IN THIS AREA LILL ifiCT TYPE VI A902 iLi 1SL *1/4C • I., , kt..9 ‘,..." - 1 i TYPE VI i ' SEE A903 TYPE , VI FLOURECENT LIGHT FIXTURE (SEE ELECTRICAL) LIGHT FIXTURE (SEE ELECTRICAL) LIGHT FIXTURE (SEE ELF.CTHICAL) WALL MOUNTED LIGHT FIXTURE (SEE ELECTRICAL) EXIT LIGHT .(SEE ELECTRICAL) SMOKE DETECTOR (SEE ELECTRICAL) C604ATFIT VENT I I 1 SL' UP '( 345 SPRINKLER HEAD ON CEILING ) SPRINKLER HEAD (WALL MOUNTED) CON:T 2 10 --, 345 200 ilasimsw.isggps•9 10 BRACE 'SOFFIT VENT 4110 AT 41/2 ; TO 12 PIT TYPE I An C VISO( ' /1/00 P &ft MIS 4:0 SUL 7 SI I PG* atIC I TO 12 PIT 41101 ACOUSTICAL TILE SUSPENDED CEILING (GUEST WING) MFR: APMSTRONG COOK CO. SIZE: 24" X 46' X 5/8LAY.IN PATTERN: i7558 MINABOARD/FISSURED COLOR: FACTORY WHITE , INSTALLATION: EXPOSED METAL SYSTEM FLAME SPREAD: CLASS A 0-25 TYPE VI G.B. FURRDOWN I'M II TYPE III VEST. TYPE IV FRONT DESK TYPE Y PARTIA1.1. REFLECTED CEILING PLAN 1. PUBLIC SPACE LOWER WOOD TRELLIS LAYOUT SCALE: ife It I. ALL V40.0D TRELLIS MEMBERS AND TRIM WOOD IN PUBLIC SPACE SHALL. BE CLASS C AND HAVE A MAX. FLAME SPREAD OF 200, 2. GENERAL CONTRACTOR SHALL ANCH. ALL WOOD TRIM AND TRELLIS SECURELY TO STRUCTURE 3. GENERAL CONTRACTOR SHALL PROVIDE ALL ER. TREATED BLOCKING WHERE REQ'D IN CLG. AND WALLS FOR ANCHORING 4. ALL CEILING HEIGHTS ARE REFERENCED TO LOBBY FEE. 100I-0" NOT USED ACOUSTICAL TILE. SUS°ENDED CEILING WR: • ARMSTRONG CORK CO. SIZE: 24° X 24'1 -X 5/8° LAY-IN PATTERN: #770 MINABOARD/CORTEGA COLOP. FACTOR Y WH I TE INSTAILATION: EXPOSED METAL SYSTEM - Use hold down clips slar to Armstrong *880. ACOUSTICAL TII. E SUSPENDED CEILING (FIRE RATED) WR: CONVED SIZE: 24° X 4e- x 5/8" UVI-111 PATTER?: t59094 PETAL FACE: UNPERFORATED COLOR FACTORY WHITE INSTALLAT ION: EXPOSED FETAL SYSTEM WITli ALUMINUM CAP - Use hold dowr, clips similar to Armstrong *880. SUSPENDED GYP EID.CEILING - (FIRERATEU) TWO LAYERS. I/2" TYPE 'XI G.B. ON RES. CHANNELS SUSPENDED GYP BOARD CEIL/NG ONE LAYER OF 5/8 GYPSUfti BOARD SUSPENDED GYP. BOARD Cf IL ING COIE LAYER OF 5/8" MOISTURE RESISTANT GYPSUI1 BOARD SUSPENDED GYP. BOARD CEILING (FIRE RATED) TWO LAYERS OF 5/8" TYPE "X" GYPSUM BOARD SUSPENDED GYP, BOARD CEILING (FIRE RATED) ONE LAYER OF 5/8" TYPE 'X" GYPSUM BOVID TYPE VIII + SOFFIT A902 PrrERNATIONAL wutpetorr VIA3111140I084 __ Ili it'ON:i ti i) • 101'1. - 1 '(' .., JUL - ---. JUL 16 1987 'CITY 0-F-I dielwiLA _PLANtr,17:1,5. Drp.T. KEY PLAN 4141:HHAV-gr4-4.,W.p, WWI 11111111111111111111111111111 0 16 ms s.„ 1 2 1111111111111111 : 1111111111111111 FI1T11111111111111111111111111111111111111111111111111 4 9 1() 11 411/1 GEPMANY 12 'AL.I:.o;oZutkv. 0 A.J AA/ '( 345 SPRINKLER HEAD ON CEILING ) SPRINKLER HEAD (WALL MOUNTED) CON:T 2 10 --, 345 200 ilasimsw.isggps•9 10 BRACE 'SOFFIT VENT 4110 AT 41/2 ; TO 12 PIT TYPE I An C VISO( ' /1/00 P &ft MIS 4:0 SUL 7 SI I PG* atIC I TO 12 PIT 41101 ACOUSTICAL TILE SUSPENDED CEILING (GUEST WING) MFR: APMSTRONG COOK CO. SIZE: 24" X 46' X 5/8LAY.IN PATTERN: i7558 MINABOARD/FISSURED COLOR: FACTORY WHITE , INSTALLATION: EXPOSED METAL SYSTEM FLAME SPREAD: CLASS A 0-25 TYPE VI G.B. FURRDOWN I'M II TYPE III VEST. TYPE IV FRONT DESK TYPE Y PARTIA1.1. REFLECTED CEILING PLAN 1. PUBLIC SPACE LOWER WOOD TRELLIS LAYOUT SCALE: ife It I. ALL V40.0D TRELLIS MEMBERS AND TRIM WOOD IN PUBLIC SPACE SHALL. BE CLASS C AND HAVE A MAX. FLAME SPREAD OF 200, 2. GENERAL CONTRACTOR SHALL ANCH. ALL WOOD TRIM AND TRELLIS SECURELY TO STRUCTURE 3. GENERAL CONTRACTOR SHALL PROVIDE ALL ER. TREATED BLOCKING WHERE REQ'D IN CLG. AND WALLS FOR ANCHORING 4. ALL CEILING HEIGHTS ARE REFERENCED TO LOBBY FEE. 100I-0" NOT USED ACOUSTICAL TILE. SUS°ENDED CEILING WR: • ARMSTRONG CORK CO. SIZE: 24° X 24'1 -X 5/8° LAY-IN PATTERN: #770 MINABOARD/CORTEGA COLOP. FACTOR Y WH I TE INSTAILATION: EXPOSED METAL SYSTEM - Use hold down clips slar to Armstrong *880. ACOUSTICAL TII. E SUSPENDED CEILING (FIRE RATED) WR: CONVED SIZE: 24° X 4e- x 5/8" UVI-111 PATTER?: t59094 PETAL FACE: UNPERFORATED COLOR FACTORY WHITE INSTALLAT ION: EXPOSED FETAL SYSTEM WITli ALUMINUM CAP - Use hold dowr, clips similar to Armstrong *880. SUSPENDED GYP EID.CEILING - (FIRERATEU) TWO LAYERS. I/2" TYPE 'XI G.B. ON RES. CHANNELS SUSPENDED GYP BOARD CEIL/NG ONE LAYER OF 5/8 GYPSUfti BOARD SUSPENDED GYP. BOARD Cf IL ING COIE LAYER OF 5/8" MOISTURE RESISTANT GYPSUI1 BOARD SUSPENDED GYP. BOARD CEILING (FIRE RATED) TWO LAYERS OF 5/8" TYPE "X" GYPSUM BOARD SUSPENDED GYP, BOARD CEILING (FIRE RATED) ONE LAYER OF 5/8" TYPE 'X" GYPSUM BOVID TYPE VIII + SOFFIT A902 PrrERNATIONAL wutpetorr VIA3111140I084 __ Ili it'ON:i ti i) • 101'1. - 1 '(' .., JUL - ---. JUL 16 1987 'CITY 0-F-I dielwiLA _PLANtr,17:1,5. Drp.T. KEY PLAN 4141:HHAV-gr4-4.,W.p, WWI 11111111111111111111111111111 0 16 ms s.„ 1 2 1111111111111111 : 1111111111111111 FI1T11111111111111111111111111111111111111111111111111 4 9 1() 11 411/1 GEPMANY 12 'AL.I:.o;oZutkv. i'. �tk� wt:Y ;rceW ` F?.al: t,dL aiaS2 TYPICAL A1004 SIM ELE.V, EQUIP $EE SHEET A -23 FOR REFLECTED CEILING PLAN OF CONF. RMS. +8 ' —0 3/4 ELEC AM 1Q03A KING 14_55 DBL /DBL KING r41 [140 MINI -SUITE KING HORIZ , SHAFT SEE A1005 TYPE VI CON E TOR KING �l1JGJ KING LEGEND TYPICAL 331 TYPICAL DESCRIPTION DATE 'B ALL„ MEASUREMENTS MUST „BE,CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND,; SPECIFICATIONS ,ARE THE'.; PROPERTY OF `.THE; OWNER AND HUSTN BE RETURNED ?l'QON COMPLETION OF THE WORK A1004 S 413'--13 3/4" TYPE `V TEXTURED CEILING AS'SCHEDULED IN ALL GUESTROOMS ---- -� 4-B' --0 3/4 " `� TYPE V "TEXTURED ' CEILING AS SCHEDULED IN ALL GUESTROOMS WALL MOUNTED "LIGHT FIXTURE (SEE ELECTRICAL) TYPE VII CEILING HVAC 0IFF SEE MECH. i7' -611+ EOM ED. TYPE VII PAINTED .GYP.BD.AS `SCHEDULED IN ALL BATHROOMS TYPE VII PAINTED GYP.BD.AS SCHEDULED "IN ALL BATHROOMS CEM. PLAS. W /.- 349 FINISH 0 410.-0" EQ.', },, EQ. Si_ 3-' ,SKY IGHT • OF COURTYARD INDOOR POOL SPEAKER ,, (SEE `ELECTRICAL) SPRINKLER HEAD (SEE FIRE PPROTECTION PLAN TYPICAL GUEST ROOM SCALE 1/4" a i._0" 4776 A1004 JERRY VMS STAR OF WASPIMCTO l 33 TYPICAL I HORIZ. SHAFT ABOVE CLG. SEE AIOOS I TYPE 'IX r-, I r-• POOL EQUIP, [100A ARCHITECTIJRE AND PLANNING' CONSULTATION MINI - SUITE SITTING 100 KING CONNECTOR 110 oeL /oBL 5 KING 4040 BROADWAY SAN ANTONIO, TEXAS. MINI -SUITE KING IZ Oi +8' --O 3/4 `• TYPE V. 0 ' -0 3/4 STAIR iJo A 1.1051 KING KING TYPE V `[1331. KING Iw A902 'TYPICAL 33 TYPICAL INTERNATIONAL HEADQUARTERS' MARRIOTT DRIVE WASHINGTON. 0C 20058' SHEET TITLE FIRST FLOOR ' REFLECTED ' CEILING PLAN /GUEST.:: WING NOTE: EXACT NUMBER OF SPRINKLER HEADS, SHALL BE DETERMINED BY . CODE (SEE SPECS. SEC. 15300) FIRST FLOOR JUL' 161987 cro > 0 T u vI,L:A PLAM ","" b PT. 44114 pM' h<I n yr r mwc nrnotslederiVAO,WWilarOVOIRNAKVORAWAWOOMON4 Y`� Zt:'dalAwtrvt? taro aTOMI4. "c Pi SN1Y�?ry Ciii: +YPiiRIf'cU iCIPB,14 61�' towed 111111 1 11 /111111111 V y0 wt.,. ..3,. 1 I � III I II 11111111 I'�111111 IIJIIIII IjI I I 2 '. ' o 11 11 111111111111111111111111 9 11111111111111111 1I111111II1111III II 10 11 NAB 1 N 4F PMA N 12 o .x�+r,..tirrYa °,`. ?N4A.A.,4,," .vow �'.;[v". !!..t :...ieMaµ) .•� aar4ya ., .4 E';. Ltd NP \x.C,w�, 31 TYPICAL 33 (TYPICAL SEE MECH. DBL /DBL DBL. /DBL DBL /DBL '591 KING L24i1 +8,' -0 3/4 TYPE V AO TYPE IL TYPE V TYPE V DBL /DBL 0248 KING BL /DBL NO 3. STAIR 33 'TYPICAL- 331 TYPICAL -� DESCRIPTION ALL:,,( EASUREMENTS MUST BE CHECKED 'ON THE JOB BY THE CONTRACTOR. ALL PRINTS ANO'S ECIFICATIO S ARE ' THE PPOPER7`{` OF THE OWNER AND MUS•r,BE RETURNED' UPON COMPLETION OF "THE' WORK A1004 S 1 M FLOLIRECENT' ~LIGHT FIXTURE (SEE 'ELECTRICAL) LIGHT FIXTURE (SEE. ELECTRICAL) O +8 ' -0 3/4 u -LTYPE V TEXTURED CEILING AS SCHEDULED IN ALL SUESTROOMS --� +8' -•0 3/4" TYPE ' :V TEXTURED CEILING AS SCHEDULED IN ALL GUESTROOMS WALL MOUNTED ".LIGHT FIXTURE (SEE ELECTRICAL) TYPE VII CEILING TYPE VII PAINTED GYP.BD.AS SCHEDULED IN ALL BATHROOMS r a1 CENTER OVER BATHROOM DOOR T YP .ALL ROOMS TYPE VII PAINTED -- GYP . BO . AS SCHEDULED IN ALL BATHROOMS TYPICAL NOTES REFLECTED CLG . PLAN Q'CLG. TYPE VIII '8' -1 1/2 "' AT 3RD FLR. ONLY. THIRD FLOOR ONLY FAN IN ATTIC, SEE MECH. O CLG. TYPE VI 8'--1 '1/2" AT 3RD FLR ONLY Q 24 "x24" ATTIC ACCESS AT 3RD FLR. ONLY REFER To A1001 FOR CLG . AT 3RD FLR CONT . SOLID WO . BLOCKING ABOVE GYP BD . TYP . IN ALL "MINI -SUITE SITTING AND RMS ADJACENT, AT ALL " FLOORS SEE A1205 SOLID `WD. ^!BLOCKING ABOVE GYP. BO. TYP. AT ALL FLOORS SEE A1205 +aJ EXTEND'' FIRE' PROOFING TO ROOF'' DECK SEE A1002 HVAC'GRILLES AND DIFUSRS (SEE MECHANICAL) SPRINKLER HEAD (SEE FIRE PPROTECTION PLAN A1004 TYPICAL A9.206 KING DBL /DBL' STOR 2004] NO 3 JERRY ASSOCIATE Mc ARCHITECTURE ' AND " PLANNING CONSULTATION 4040 BROAQWAY SUITE 410 SAN ANTONIO, TEXAS 78209 LINEN AM TYPE V +8'--•03/4" TYPE 'V HORIZ SHA SEE A1008 I201 KING 205j KING L20. KING 21 KING 221 KING DEAL /DBL 2�1 DBL /DSL KING VENDING [2005 - $3.D ''TYPICAL INTERNATIONAL. HI MARRIOTT WASHINGTON. D.C. SECOND AND THIRD 'FLOOR CEILING PLANGUEST;'= WING NOTE: EXACT NUMBER OF ` SPRINKLER HEADS SHALL BE DETERMINED BY CODE (SEE SPECS. SEC . 15300) GUEST_WINa [ CC�,i 1\ij1 7 [JtJL 1 6 19871 pl_AP1r., .'1;:1Clrr'.F... M'?+. bc:.« d° ?+ C..r.CMG@is�i�'�Sita'+if.+;ii✓9 +6:Yx ii41.1.. 14`Y1 !fii; 4gfetOrd,*..'„+;s 1111111111111 111111111111111 111 111111111 0 10 1116 INC.. 1 2 1111111 I I1I11111I111I1 I I 111111111111111111111111111111 1111 111111 II 111I1III111I111I111I1 10 9 1 MADE IN REp,IANY 12 74'4 STAIR NO 1 KING ri-571 ELEV EQUIP 1004A ELEC RM 1.003Al •:GUEST....CORRIOOPL--/ . • 11002 KII4G •R747§] KING KING 1137! KING 1,002C1bil N11002C if ma 1.41...'411 a aniamman 11621 MINI-SUITE SITTING KING DESCRIPTION DATE 'BY 11r la Anf r GUEST LAUNDRY, 110071 ALL,44EASUREHENXS '14115 BE „CHECKED ON THE JOB BY THE CONTRACTOF1. ALL PRINTS Ai4D SPatiFICATIONS ARE THE PROPERTY OF THE OWNER AND 'MUST BE RETURNED UPON COMPLETION OF THE WORK STAGGER CORNER -- EDGES OF EA.LAYER SECURE 68. W/ DBL. NO.18 GA.WIRE T1ES AT I5"QC. LftAYERS 1/2"TYPE X GB. ADHESIVELY APPLIED TO COL & SUCCESSIVE LAYERS WITHOUT HOftiZONTA1 JO IKIS. 4" DEEP 25 GA. MTL. C-4A CHANNELS AT - 24 O.C. I" GYPSUM SHAFT WALL LINER—.\ ANCHOR LINER TO J CHANNEL W/ NO.12 X 15/8 1•AN HEAD Sr:REVS AT 12 TYPE S ANCHOR 0-H CHANNELS 1 TO J CHANNEL BEYOND W/ 2 NO.12 X1/2- PAN h t.D SCREWS TYPE-S TYPICAL. COLUMN FIREPROOFING A2801 I HR • ASSEMBLY FOR. COL.LE.SS THAN 121-0" A2802 2 HOUR HORIZONTAL • SHAFT ENCLOSURE • MECH. FASTENERS TO RESIST 200 LB. SHEIAR OR PULL OUT AT 24 O.C. INDOOR POOL F166-61 Apply 3 layers or. 1/2" Type "VI* gyp board to c-h studs as follows: Base layer -apply parallel to c-h studs. Anchor with 1" Type "S" screws at 24" o.c. at edges and field. • Second Layer - apply parallel to ,c-h studs,with joints offset 24" from base layer..Anchor with 1 5/8" Type "V' screws at 4° o.c. at'edges and Face layer - Apply perpendicular to c-h studs. Anchor with 2 1/8" TypE "S" screws at 12" o.c. Anchor with 1 1/2" Type "G" screws' at 8" o.c. butt joints:. 076 1:3A1E1C2MIEFINE=Mall=11EN INARY PL I CORR 10241 MINI-SUITE SITTING r--- 110 8] MINI-SUITE SITTING [128 ARCHITECTURE- AND PLANNING CONSULTATION 4040 BROADWAY , SAN ANTONIO, TEXAS 7826-9 ROOM MECHANICAL REC. EWH L 1' I L-AREA SEP AT LOW ROCIR DFCK ELEVATOR LOBBY 1001A 1165] KING [1.-979j KING KING KING KING INTERNATIONAL HEADCiUARTERS MARRIOTT DRIVE WASHINGTON. D.0 . 20058 SHEET TITLE FIRST FLOOR FIRE PROTECTIO PLAN AND DETAILS' GENERAL NOTES : ALL DOORS 8 FRAMES IN FIRE RATED ARE U.L. LABEL SEE A•15 2.SEAL AROUND ALL PIPES ETC. PENETRATING FIRE RATED FLOORS a WALLS W/APPROVED FIRE SAFING MATERIAL SEE A2903 3. ALL FIRE RATED WALLS EXTEND TO BOTTOM OF FLOOR OR ROOF ASSEMBLY DRAWN 44, APPR i '1987 di: 1/0 t LA CVVY Of- PLAN""ri pt2p-r, s,:ketr: 4rearsatEsseoAmre4a100:1m,v, 1•1•1 0 1 2 111111111111111111111111111111 dillemeletatem02.1.a",.' 4 WAN ITI111111111117TM111111111111111111111111111111111111 8 _ 9 10 11 PUN PINCWANY 12 ;re; e' :,--: , , .• ..•-,1- „. , s i' 11 's ,,-,,, -;, -.. - ,..-•...,, I , e. 1 " ... ■ . ... 0 / 1. I Ai 'I . . . . . .. . . !MN ••• IIH1 • .' • amalasaamara•• awl 4 ' . • 511511111121114111131MINIINIMM11211 ANCHOR 0-H CHANNELS 1 TO J CHANNEL BEYOND W/ 2 NO.12 X1/2- PAN h t.D SCREWS TYPE-S TYPICAL. COLUMN FIREPROOFING A2801 I HR • ASSEMBLY FOR. COL.LE.SS THAN 121-0" A2802 2 HOUR HORIZONTAL • SHAFT ENCLOSURE • MECH. FASTENERS TO RESIST 200 LB. SHEIAR OR PULL OUT AT 24 O.C. INDOOR POOL F166-61 Apply 3 layers or. 1/2" Type "VI* gyp board to c-h studs as follows: Base layer -apply parallel to c-h studs. Anchor with 1" Type "S" screws at 24" o.c. at edges and field. • Second Layer - apply parallel to ,c-h studs,with joints offset 24" from base layer..Anchor with 1 5/8" Type "V' screws at 4° o.c. at'edges and Face layer - Apply perpendicular to c-h studs. Anchor with 2 1/8" TypE "S" screws at 12" o.c. Anchor with 1 1/2" Type "G" screws' at 8" o.c. butt joints:. 076 1:3A1E1C2MIEFINE=Mall=11EN INARY PL I CORR 10241 MINI-SUITE SITTING r--- 110 8] MINI-SUITE SITTING [128 ARCHITECTURE- AND PLANNING CONSULTATION 4040 BROADWAY , SAN ANTONIO, TEXAS 7826-9 ROOM MECHANICAL REC. EWH L 1' I L-AREA SEP AT LOW ROCIR DFCK ELEVATOR LOBBY 1001A 1165] KING [1.-979j KING KING KING KING INTERNATIONAL HEADCiUARTERS MARRIOTT DRIVE WASHINGTON. D.0 . 20058 SHEET TITLE FIRST FLOOR FIRE PROTECTIO PLAN AND DETAILS' GENERAL NOTES : ALL DOORS 8 FRAMES IN FIRE RATED ARE U.L. LABEL SEE A•15 2.SEAL AROUND ALL PIPES ETC. PENETRATING FIRE RATED FLOORS a WALLS W/APPROVED FIRE SAFING MATERIAL SEE A2903 3. ALL FIRE RATED WALLS EXTEND TO BOTTOM OF FLOOR OR ROOF ASSEMBLY DRAWN 44, APPR i '1987 di: 1/0 t LA CVVY Of- PLAN""ri pt2p-r, s,:ketr: 4rearsatEsseoAmre4a100:1m,v, 1•1•1 0 1 2 111111111111111111111111111111 dillemeletatem02.1.a",.' 4 WAN ITI111111111117TM111111111111111111111111111111111111 8 _ 9 10 11 PUN PINCWANY 12 ;re; rs, DBL. /DEL 126 DBL /DBL P-6.1 DBL /DBL KING 2PA : Construction Type: Wood Joists, Gypsum Wallboard Basta layer %" type X gypsum wallboard applied at right angles ICBO - to wood joists 24" o.c. with 1'/." type S drywall screws 24" o.c. Face layer %" type X gypsum wallboard or veneer base applied 632 KING [5J ELEC RM 20034 KING 241 KING KING i235] F.HC. G1R SHAFT -SEE AI408 ----- . TYPICAL MINI--SUI KING I' HR. SHAFT SEE AI416 [264 MINIrSUITE SITTING 252( KING L5 KING HR. SHAFT SEE A4 242 MINI =SUITE SITTING N.i.N\ % % %\ %\N:1:1.::.S■.:∎:;■: \.— ...MANN. :. EXTEND 2 HR. AREA SEE. WALL 30 ABOVE LQN ROOF FLASHING THEN. I''HR.°TO HIGH ROOF DECK OR TOP OF PARAPET ALL MEASUREMENTS MUST BE,;CHECVEO ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS A9E' THE PROPERTY ;,,OF THE OWNER AN[1.`MUST, BE, RETURNED, UPON COMPLETION 'OF THE WORK REPORT at right angles to joists through base layer with 1�%�" type S drywall screws 12" o.c. at joints and intermediate joists. Face layer joints offset 24 'h from base layer joints, 1" type G drywall screws plac- ed 2" back on either side of face layer end joints, 12" o.c. V2" plywood with exterior glue applied at right angles to top of joists with 8d nails. Ceiling provides one hour fire resistance pro- tection for wood framing. CABO' -- NER 200 A single -layer floor of 3% -inch tongue- and - groove ply- wood or 23/32 -inch tongue- and - groove APA rated sttuc- tural- userpanel (Exposure I or exterior glue); with joists spaced up to 24 inches on center and a ceiling of two layers of ii-inch thick Type X gypsum board applied to the bottom chord. All butt joints of the 34 -inch plywood or 23/32 -inch APA rated structural -use panel (Exposure 1 or exterior glue) must fall on framing members. The first layer of board shall be attached with 1%-inch long Type S screws placed 12 inches on center. The second layer shall be installed with the joints staggered from the first layer. It shall be fastened with 2 -inch long Type S screws spaced 12 inches on center in the field and 8 inches on center at the butt joints. Type G screws I 1 inches long shall he spaced 8 inches on center and 6 inches each side of the butt joint. The second layer shall be finished with joint tape and compound. Resilient channels may be used as part of the ceiling attachment system provided they are spaced 16 inches on • center (24 inches, if joists are 16 inches on center) and fastened perpendicular to joists with 1 -inch long case- hardened steel, .15 -inch shank diameter, self - drilling and self- tapping Phillips head screws. The ceiling is attached to the resilient channels as described above. When used as a roof - ceiling assembly, the decking may be any wood deck as provided in the code and the joist spacing may exceed 24 inches on center. When joists are spaced more than 24 inches on center, the ceiling may he applied to stripping spaced 24 inches on center: The at- tachment to the stripping is similar to the attachment to the joists described above. The stripping may be 2 -inch by 4 -inch Construction grade Douglas fir lumber for spans up to 5 feet, attached to the bottom chord with 10d nails. All penetrations of fire'resistive floors; walls 'of. shaft walls sh "all be' proter,ted' by materials: installed' "i n accordance with Underwriters Labortory's listings for Through ' Penetration F es Systems. FIRE RATED FLOOR OR WAL L 42903 FIRE SAFING ' SEALANT AT WALL / FLOOR PENETRATIONS I I - AV (:) C I /^"1 ! E S I NC ARCHITECTJPE AND PLANNING CONSULTAFION DBL /DBL �� 22 I HR. SHAFT SEE A1408 ,-TYPICAL Uri ON STAIR NO 4 INTERNATIONAL HEADQUARTERS. MARRIOTT DRItfE :•' WASHINGTON. 0. C . 20058 ;:''. SHEET TITLE, SECOND ' AND Na TF#�.RU �FLpO€� FIRE PROTECTION PLAN DRAWN GENERAL NOTES I. ALL DOORS & FRAMES IN FIRE RATED WALLS ARE U.L. LABEL SEE A •15 2. SEAL AROUND ALL ` PIPES ETC. PENETRATING FIRE RATED FLOORS 8 WALLS W /APPROVED FIRE , SAFING MATERIAL SEE A 2903 3. ALL FIRE RATED WALLS EXTEND TO BOTTOM OF FLOOR TO ROOF ASSEMBLY SCALE `' 1/8" 1 , =-U 11 JUL .. 1987 ._; ._MAM- ... Ci- F J.LIKVviLA "MAN!",,; .. t)rP 1 . ttgi. P& 751'* tpi' eM;C#1� IIIIIIIII lIIIIIILIII!IIIIIIIIIIII 11111111111111111111111111111111111 0 +6 r11S .,.. t 2 I la� III�III�III�III�IIt II' IIII�II 'I'1'�'II�III�IIIfIII�IIIIIiI II III MMt 1116rRM1111Y 11 1 1 10 12 9 0 t EEE 44,4 4 '•11 3t43 44. • 6? • .; • • AILS ON • ALL *WS, COME 4* AS ETYPIELSE. DETAELS" APPLY MOMS AMAMI* 1411 gokilt woe RESUIREEENTS OF OTHER _04ESMAKICAL. ELECTRICAL /I PRIOR MINE lifTTIEFESRICATION OR 1PThUATIQI OF ,MATERIALC PROICIPAL OPENINGS THROW ThE BANINB ABEn'AB SHOW 4N THE STRUCTURAL, DRAW' ThE GENERAL CONTRACTOR MALL MANINE THE ARCHITECTURAL MOINES 'ALSO FOR Ail. oniEs REWIRED °MINOS AS HE SHALL BE RESPONSIBLE FOR ALL OPENING() V41ETHER SHOWN ON THE STREMERAL DRAWINGS DIE NOT', , THE CONTRACTOE SHALL ALSO VERIFY THE SIZE AND•.LOCATICIN OF ALL OPENIMGS WITH 71-If. MECHANICAL. CONTRACTOR. ANY BEV4ATioNs,, ADDITIONS OR DELETIONS peouzsEo FROM THE OPENINGS SHOLN ON THE STRUCTURAL DRAWINGS SHALL BE REPORTED. 'fl THE STRUCTURAL ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL VERIFY ,'ALL OVIV:SID;!S A:10 CONDITIONS IN THE FIELD PRI"..;FI 0901ENpu6 ..,e„ • TI.; EEOIECER.AEO arkt1;414'CT SHALL Be NOTIFIEb OF ANY grs- coEpAncies THAT ■IAY iararetaafi DESIGN 'LIVE LOAD/MG 1OF (SLOPED) ROOF (FLAT) . GUEST ROOM (PLIS PARTITIONS) - PARTITIOtEl STAIFITFAY8 / PUBLIC commons WM ROOMS EEEE 0444444••••■••••• P.S.F. P.S.P. 55_ P.S.F. 100.. P.S F. 1OQ P.S.F. .59 P.S.F. nem' Room pas.F. sAumNiss; •••••••4704....74••■•••••■•■•••••••••••••• i• KITCHeN 2. FIECHANICAE ROOM (MI taND 125 P.S.F. P.S.F. 15C Pg"' 'jugs ) 150 P.S.F. P•S.F. :•••••••••...•••••••••••■••444.7444+4••■•••••••••••••■•••7••• MIMES FiY1 tonFoNs BOrLoiNs cope is BASIC IfilND SPEED rw EXPOIIVE ' EMPORTAFIEE ZONE NO. = 3 K 03 1.0 I 23 1.13 0.14 LF4NO.',','OODE ;11f4EFORM.EILIIELDIEIGODOE, IESS.E.• INFESEAL STEEL E ..110EE'("1901PPECETION' EOWEENE...DEEIIELEAIIRXCEEEON..,00.": 0$0041.01L.;:00.1:t.•:.:FO041NGO." " • • • • - ,•••,...• •.• "-STRUCTURAL' CONCRETE: 1983 UILDING pppg FO ssiNOoscgO•.,LooNpsEite OF THE , .. • . 7,../KCSW 0.11W AMEHICAN AcfNORETEINTIT . 310488 ) . 0 SEECIFICATIom 1,900.6 CONSTRucTIIINn WOK- STRUCTLINAL OtywooD: PLYW000EASSOCIATION (A.P.A.) zICTt, ,LATEStirtOltiON. ' . finvAssicATe3vesothoss uso teop • /STRUCTURAL tmess PHA4DI6,," ePt,)rw000 oEsisN 1,71$4 "DESIGN SPEPIFICOIONS FOR LIGHT METAL st.NucrypAt.:. .17N,i34 wiRuctOBAL 'AITC 103 5 °STANDARD FOR' EiTRUCTURAL GLUED "ANIMATED TIM.- ti P. FILL ,LOW P.I. Fl IN.fiLL.HAVE A PLASTICITY INDEX BETWEEN' 4 AND 15. •": Fik.t. Boni: BE PL*E0 X$ LOOSE LIFTS ,NOT 10 WEED se. 9 FILE.' NALL BE CONFELMED tO OE% MODIFIED PRIL7B OENiirrY tASTR 015571 AT 'OP0141$1:MOISTURE,'.tiONTeirr.-- SEI.(DIEDE'SOIL SHALL, pg 'P7ip0E-R01.14:0 TO ,LIDE 'otop;F:tED PROCTOR' DENSITY ./ ASTh 01557E PRIOR ,T0iPLAEEMIEIT OF LBW 'PEI. FILL. *MN AN), MOISTURE;,.corfrari.i'OF LOW•pai. FEEL AND, SUSSFIADE SHALL BE . FUZE EIT AN 1$E?K TESTING ukBoRigc*:. 'THE' BUILDINB PAD AND STING BOIL MTENIA GRADE WITH ELNEPALET ES' rta( ORMASt COSMSE:, A DISTANct Of 41-0E ON AU. SIDES, REMOVE- EX- ((MUM' DEPTH OF BE. REPLACE TO PROPER sue-E, 0'.•i,,v•KFILL•••••(..see".sOi.LB•.0).oqt).'.. • • UNCER-SLAS ~MEE COIEISE LUAU. CONSIST OF 4" (MIR.) OF CLEAN, CRUSNED, NON-PORSUE ROCK OR GRAVEL' CORKIRMINE 10 ASTIE LISS. MAXIMUM PARTICLE SIZE IS 2 •NIDIES, 114111114UN IS ND. 4 STEVE SUE. VIDE ORAIIIAGE COME met SLABS IN ALL AREAS Ausuil-44,141 "01413A11" SmISN IS WED 4 .AN '4LL3WARLE LOAD OF so,opp POUNDS PER B" TIMBER PILF .A$ -ED ./t9i THE'130ILB,REPOFTT PREPARED BY 'El/TTNHOUSE-ZSEAN a Aror •'64TE0',JANIJARY 28 18117 ',NO W.-"SIDD , EMING SRATA ,SHeiet ON THE DETAILS 1$ VERY OENEE, FINE TO MEDIUM SANDS. PIL� • ,, qH4u. NEEr ThE flEJUIFIEHTB OF ASTK C25. prise LL HAVE A DONIMUM 'TIP PIO ,IP.,IPt.OF, PILEft SNALL oE PRESERVATIVE TREATED USIHS PRESSISIE-F,OLLONING TINE METit3D BY THE 1#.10ICAN WOOD PRESERVERS.- AG9CIATION STANDARO Cl AND EtiPpLEPIEWE'STARDARD- C3. •, PILES SHAU, �E DRIvEN '111iti4 A WESEL AIR / P BETEIEESI lama AND RepoottOT POUNDS. STEAM HAMNER 5 HAVING A RATED . 'THE CONTRACTOR SHALL COOPERATE NrrN THE SOILS` ENGINEER IN ADNINI/TENINs k TEST FILE PfIGAM (S SPECIFICATIONS), ALL Nis SHALE BE NONITORED-'11Y THE' StiII.6 ENGINEER, DURING DRIVING TO VERIFY „ , .. ALL.ATIOit -TI), ltbireva,.,TNE, pastas cApAcrTIES. , , . . , , Attgangtitumik • 5 SWEDE CDROM HAVENS THE FOmowING Mew. chAmougilegicst we( costp. sTRENtan-fe• BUBB.i, size (IN) tASE UND AMEN NOSNABILITY ApwatsiEs MAY SE UTILIZED, PROVIDED ,THAT BATCH PROPOIRT/ONS ARE oOrsHoiOrek-Iri ut *tow ammo IN Iva sKraitticATIoNS. "el BE noun -i*NCH/TECTOSALLY DVBEO EONCILETE, pitsyr ,sts TO 5% AIR IEKTNAEVENT X CONCRETE FEMANENTLY VRoSE0 TO THE *PER (ARO ELSEVENERE AT. ISE COSTRACTWO OPTICAL 4SE sP AIR ENTRAINESEIT, • :APdD COISSESEEONDINCERIEEINEYSON OF THE WEC'SSETIO# SHALE 110 NOTED ON THE NIX II314 - * OF ACCEEERATING OR SIST-OSTAROING AENIXEUREfe EFENAMEE'POIOR AS1PROVAL. OF THE -SEESIATSET. • IN ,GOIERAL,, OE OF CALCIUM COMM IOW PF BE PEEMITTES. - , 1171" I TY441I 144" 05010 • TRANEPoRTINSt. PLACINS ANO,OURINS OF 401ORSTE SHALL 06 rotomrigmsAuctis (01 THE sok ,cottoETE • 4441.04=4",orrowestatirc. • ....•••••••••••■••••■••~omemor• .414.4.9 : t. ONADE. 1. ISE 'ELMO SOO POLL et A e, ThICK c,BNOBBT,B MIAS .,O.VER's A vARIC ,ILANSiEr,5,ANO (101,440:,.NoCK.,ONAiNABli PACE ALL. BAH EauAvi.* Appogiv MIDDLE , sTpipe5., AND ACROSS THE ss.ry,sm.,:ori ALL COWIN thEIEPS EOLOEFI Et000., :IN BLAB. OPENING 'OETAILs: •WHEILE MORE . THAT ONE BAR•TYPE IS sppemop Fist A' COLUMN OR 4S.0.140 5TflIP, ALTEREE NATE. THE. JAR 'TY E'•IES' ACROSS THE NrpTft. OF 1150 .111*IP' EXCEPT AS SHOWN IN THE; MAE' OPENING SETA! LS .• GINCOMMUIBIBMill 9 ALL REENEORCING STEEL. MALL DE NEW DOMESTIC ,DEFORMED BILLET STL CONFORKNO TO A.S.T.M. DEEISHATIO(I A815 GRADE SO 030;000 P.S.I. 'nets PDXftTJ, EXGEPE MAT ES BARS NAY BE DOMESTIC STEEL CONFORMING TO A.S.T.H, A015 GRADE 40 er ALL WELDED WIPE FABRIC SHALL CONFORM TO AGM M. 3. DETAIL REINFororNe OARS AND. PROVIDE OM SOFFORTS AND SPASMS IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL, API PuatIcAirros 315, LATEST EDITION.' DETAILING OF SAR S IN UNESCHEDULEO BEAMS, COLUMN SLABS AND WALES: RUN TOP AND (LOTION EARS EONTINUOLIS BETWEEN ENO S OF 14911384$4 TOP BARS AT THE ENDS OF BEAMS SHALL HAVE STANDARD SO DEGREE OKS. EFLICE TOP OARS AT THE CENTER LINE BETWEEN MESSER SUPPORTS. (U.N.0 3. SPLICE BorroM BARS DIRECTLY OVOI NIE411133 SUPPOIEES. (U.N.O.). SPLICE VERTICAL EARS IN WALLS ONLY AT FLOOR LINES (U.N.0.). HOREZONTAL BARS SHALL BE setpeo AS SPECIFIED FOR TOP, SUTTON AND NIDDLE BARS OF BEANS. ALL BAR SPLICES IN SEAMS SLABS AND WALLS SHALL BE 38 BAR DIMETEESE KNOWN II 1:43?tAtikilfC:PACE TTIIEES 2A; THEVIEIEOU AM:IZSallgyEirSCTENG•FLOOR ESSROOP FRAMs . , PROVIDE CORNER BARS FDil EACH BAR AT ME INSIDE. AND OUTSIDE FACES OF IN-. "TERBECTINO BEAMS OR costal leAss, sitALt BE THE BANE SIZE AS THE (DIALLER SAII AT THE'1NEETISEETION AND HALL DOME) 24 13,AR OIAMETERS EACH %DE OF THE CORI4ER. ' BARS SHOWN IN .THE SCHEDULE- TO ROOK AT 'DEIRSONTINUOUS •ENDS SHALL HAVE THE EOOK P1A083 HORIZONTALLY AT EXTERIOE •CORNERS. PROVIDE' /8 DOWELS BY .21-0E AT .10E 0*C. WITH A SO DEGREE HOOK AT ALL expEs OF Cceeseh sLARS UNLESS DETAILED srHER*186, REINFORCING BASS NAY NOT BE WELDED WITHOUT APPROVAL'OF ME STRICT* URAL EN- 5' GINEER. ALL BARS SHELL BE.COLD BENT WITH THE PROPER RADIISSa "NNTINUOUSE REINFORCENENE SHALL HAVE A MINIMUM:LAP OF "C" TWE (AC/ 31$- •03, SE/O$ 12.15.1) AT sin:Ides, uhuss NOTED OTHERWISE. ALL Los IN wWF SHALL SE ONE MESH PLUS Two 1NoHEs AT ERLICEo. . PEOVIDE s"? 80 X ED GAGE NEM' METAL OAR-CtIAIRE AT 4' 0" MAXIMUM COONS EACH WAY ALL 'OP pe./NPOICImb FOR sLAEs,'0H4NA0E. 16. WieRETE PROTECTION FOR REINFORCEMENT OF POURED'ElfiiPLACE MEMBERS: SEE SEMIOW *i.*7 AC1 318-03 FOR coNoITIONs NOT IVIED: • . SHEAR WALLS 1 1/2" COLUMNS . . . 1 la" 1 1/2" . BEM ' . SLAB ON GRADE • . van sorrom GRADE BEM . . 1/2E TOP 8" BOTTOM E" sloes. . S ISITALAKESS-NEIESAIS REINFORCEMENT ,TO BE WELDEO SHALL BE WELDABLE EIRADE STEEL :WITH A MAWR CAROM' ' soinvALENT (c.E.) 0.515. ' HEADED STUDS (H.S.) SHALL BE WELDED TO THE ASSEMSLiss sY1F144 PHSION PROC AIFINIIIUM OF 2 HEADED' STUDS SHALL BE TESTED AT THE, START OF EACH PRODUCE TiON 5 PERIOD, FOR PROPER QUAL.ITY, CONTEOL. 'THE STUDS SHALL BE CAPABLE OF BEING BENT 45 DEGREES FROM VERTICAL WITHOUT, WELD FAILURE. . -.EEL SHAPES AND PLATE! SHALL CONFORM TO ASTS ABIS. Vittift:BACiLltiligtital ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE -:A•C.I. 'STANDARD "BUILDING CODE REOUIREHENEB FOR 5RE/NFOREED CONCRETE" (A.C.I. 31S-03). , _,,,,,, . SEE , ARCHITECTURAL 'AND ,,EEENANICAL PLANES FOR' EEI,E*ATIOIE . OF AU. CAT- IN-PLACE .. BOLTS, INSERTS* ANCHORS, .grc.. AND FOR ALL BLAB' t*Av*,OpTsp's,t,:oPE.s, oepOies. ,.. ,sioNs, .,sre:, ''' ' '' ,. , ,. . . . . THERE SHALL .0E NO, HORIZONTAL EONSTRUCTIGN. EOINTS • IN CONCRETE POORS,UNLESS -• . . .. .,. , , . , s. , , . ., ,..... , SHOWN OTHERWISE Ott.'`nit PLANS.' . CONSTRIXT/ON , JOINTS SHALL .sk MADE,IN.THCCENT OF .SPAIES WETH.VEITEISELL BULEIHEADS. -WHBI'A''BEAN,:INTERSECTS: A' GIRDER AT Ifil .. , , , •: ,PS„I N T i. .,..*JODrrs:IN'Int GIRDERS ALL ni'Ofp$gr A- DISTANEE ,LAL TO TWICE Mk WIDTH• *,5 OF EIEF.E. . OW .•'• * . LAO_ TioWiw .OomsTsuciioN• /MINES; SHALE as ApPOSves ii•,.',,,, - THE STRUCTURAL ,Sweizitess; - Aputriotuti stiNFOROINs,krooNSTOucTION 'jOIRTS SHALLE'-*' tie.GFECIFIED Cri.lti-E ELES1NEER. • ',..S.... _ __. _s_s_ __..._ tmeAp Keys IN HoRI/oNTAL coNsTpucTioN JOINTs:IN SEANs,ANo w4LE gOAL..1.,00oIs-,; . . . ,. . . : . , ., ..„„ . . .. , saffrimosos. 00 F'SEEBY 4" BY I 1E0" KEYWAYS SPED AT 21.;-s• • stu CENTER. , . Et. . . (*LESS SPECIFIED BELOW, (ESIOSETE MUST REACH THE FOLLOWING PEECIENTAGES fEE.• _ . . . k. .29-DAT'OONFRESSIVEST8ENGTH106) GEFoRE'FORNSA/Ali BE RENovEtf. ',, ' ' wALLS0:'poLuNNS5, ARO BEAN ,EIOEs '''' • '440 PERCENT - . ., .. WITHOUT PRIOR APPROVAL...OF EHE ENGINEER, ALL FOOTINGS MAA CAPS SHALL SE POURED )40140LITHIC1 1. AU. GROIETIN3 SPECIFIED AS .."NON-FEEIRINK" SHALL SE PERFORMED WITH "FIVE STAR ORME' AS MANSfACTURED, By U.S. sRotrt., come OR APPROVEDSEOUAL. THE Bsoiri MST SHOW NO SHRINKAEE WIOEfl ASTEI CE107. THE GROUT MATERIALS SHALL PIOT CONTAIN EX- PANSIVE CEMENTS ' NEEALLIC.POINDERS.SUEN AS AOINUM OR IRON ,FILINSS.', . THE CONTRACTOR SMALL SELECT NONEEEIE/NX EEMENTACIOUS AND/ON IESIN.SEGSED- GP/3IET9 , EIITH: THE APPEOPRIATE SETTLES TIMES, BEAT PRoDue/NG PROPERTIES* AND ..NOSEOGS FUME PRODUCING PROPERTIES. * MRCS TO RECIVE GROUT MATERIALS pilau BE CLEAN AND FREE OF STANDING WATER, OILS, GREASE, DIRT, LAITANSE, CURING COMPOUNDS AND OTHER DEL,ETETI/OUS SATERIALS. Crib:CRETE stiriFikcEs ALL BE WASHED CLEAN AND SATURATED WITH WATER FOR 24 HOURS PRIOR TO osoirriNs. „. • UNLESS SPECIFIED As stORY PACK" ON THE DRAWINGS moor SHALL SE PLACED WITH A "Nati-SAIP O TROWELASig .CONSISTENCY LEILESS APPROVED By THE ENGINEER.- PREMIXED. FEVEITS SHALL SE STORED NIX, AO PLACED FOLLOWING THE MANUFACTURER'S RECONEE IODATIONS. GROUT PLACENSHT SHALL PFIOCEELf IN A MANNER THAT ASSURES THE FILLIES OF ALL spAcet Amp Aft 1NTINATE coNTAcT fur. ME SPOUT WIT() ALL 131JRFACES. meir,.ORALL. BE coNTINoDus MID RAPID Wi'fflOW• COLD JOXIEFEE GpouT egiu. NOT. BE IIETEMPERE:0 OR MOVED AFTER INITIAL SET. . , SRO'trrt SHALL BE FlUsicE0 Nrrit *Mien' TEMPERATIAES SEMEN 500 F Le* APPFOVED By tare etermiten. IDISMALITALKin 90 F. Kum CONNEM/01411 BHAU. ommas E0 ME LAW NEWBEO cot% OF Vita ANERIcAN Naomi SociErv • BOLTS AND DOLTED COHNECT/oNS SHALL CONFORM TO THE PeouitteRENTs O THE ESPECIOICATIONS FOR STRUMURAE JOINTS USING AS114 ASE5 BOLTS OR A4S0 BOLTS,' AS APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED JOINTS ES/NE A325N BOLTS IN GENERAL, IT IS THE /NTENT OF THESE FLAW AND oft:FIcATIoNs THAT ALL SHOF CONNECTIONS BE weLogo OR BOLTED AND ALL FIELD CONNECTIONS BE socren EXCEPT WHERE NOTED OTHEstase ON THE DRAWINGS. 6044 2.; 11111,1919141401116111111111111196161116111••■•••••96•111*4169911114: , 0 1671161NC.. 444444.414/41.44.44444 • ALL stAt4 COORMIZONS sliA!.t. te srANDARs' cSitsk, Amet.0114mit ut4tes,0 otTA1140. °morass. PLATE :am ANtrisg:toestria 65-148 • Orti,Tif kifi ringt f NECTIDk BE Opn31• P TO .00 ' INNUONtitriAsimrpONsect10M, Wit* 14-2 ortigAR NewoOLE4poStOmvo 1M , i. Memos. • MEW 'Es.' TA .1j$LES 5E0IING Of „ 14$44M01.114 last‘ OMAN SPAN INTO THE vALue.00 fosAii ISNAS IN:PART 2 OF INE AM fiktNOAL, BIONTtf .EQXTION. XW P CI GHU. '000(00•01.. ROWS OF 1478 IN DRAW CONNEMOila SS 01$0 W' OVIDI IiiS NOMINAL sok prri'm •Itt tam On ANs„ ROUNigt10 PRA04 NISSEN' POSER. ALL WED COMM* AL y: tIl , , , . , , 4 4 • Myra Ftt.LEir NELOS AT Au. CONTACT JOINTS' SEINEN .14,110, )044006,' IgnxitIO DEvELoP,TNE ALLOWABLE TENSII.E MEMO* Of TOO SOLVER tIN Ofr Ow JOT ., , , , . • !Ass WAILED aseawisE OB Titt DRAWINO •''I. ' ' ' . FICRUCTURAL sir k•Ailaai SHAPES MALE ONFOR$ TIE THE FOELOWIE0 AftT! 40.41,04Asi TIONS (MEM 'OTBEL)i 5' . AWN /OS ALL STEEL FRANINS I110LoBINBSABE PLATE* ANO 1:841/14 LB4e,“ • fres OrtNERvase: . 5 MN A325 ALL Balms MED FOR OoRNEOTINO ErRoOTORAL: momilinOv Asrm AS& .A1,4, meg Ammo soi,TS 11140$ N0 20'06E6066. AWN Asce s0 s rit.LsEutSH$1.it,* TH6uLAP $40,14Nk; ' OM A50 6R 6 ALL Ramo T0OI9.AN se07,0Ns; AU i STRUCTURAL STEEL DErAILS ANO COFEIEVIONS,SMALL IMMO, 113 THE TiTANDA/ISS ef0 THE ANC. B. FOR ALL HIGH fITIIENGTH BOLTS/ HARDENED mAtA.ERS SHAUS BE Oi;svivis ON THE SIDE OF ME BEET POE TOEIEUING,AS .0EIREO. ELECTRODES FOR ALL Plitt,' AND ONoli weLOINe ;NALL: CORN TEE Avr* A5 ,1 LOW HYDROGEN (CLASS 70)., ALL WELDS' NOT stesto (DiALL, BE Atli ./141.1.44,14. spr.rerNo grrpurrpnAL seeeNk •visPE NOT OS1AILE:0 ON ,FRIfe 4RAW/NS:„.../6„:-.FRoH/SITEO • WITHOUT PRIOR ,APPROVAL 00"111E STRIEETEIRAL ENG/NON: . ANY TEMPORARY Stionxpa OR BRACINS. OLIRINt THE ESSISTRUCT, 1.0H ..infAst sasPos, THE compirrioN. op CONNECTIONS A:40....liffi'F,00/06.00,-F1,00A5SVEER Tlit ,RESMONFESSILM OF ME coNTBAeron.°‘ NUT'. 4UWElAbiNAIII4JUNI GLUE LAMINATED two HENseRs slim* BE swiTIERN Pitt Ofl 09SIS4'. P W7Mt. COOS coteimszoys Th pcjONISH' A *NM* ALLOWAOLESEXTREESE'FaSER ORM /We ifs oil • , s , 2,400 POIAEDS PER SociABEINCK. • MERBERS... NALL ."e.o,i.t.pps'....t0..,04!,V,47.re • 5.. . NENBErs TO BE csieesto5 skArx �E AXTC INOErRIAL AppgApAmce . CPOSED MERB smALr. Se mit ARCHITEOTIJEAL ,.APPEARAREEE GR WDZ24.410d182 ALL mos FRAMING .EEMSEREI NALL BE LEE spliTHEAll yELLEPIEPENIE OR I* Op LAS,, FIR „ , , WITH A' MINIKES ALLOWABLE EXTREME Figur mrplise.rN ,NospitoreoF:120o SpEci,FicATIoNs FOR • OTHER AVAZLA8LE . 900;a1/ ,• _., . PROVIDE BLOCKING OR A BANO,OOARO,' AT.' AU* "JOIST AND RAFTER sEARINS, 3..opATioNS.ANo• IN 1HE ceNTER. OF',ALL,:sPANS oVESHIP..4,904; TIC WXMUN ,:prsukoteigworAf,,,ERIO(0), AND seAsims,,s0Ati. BEE13i,.;sin., ' . , ,•• , , _ , . „ . . , _, = . PLACE A sinsi* KATE •AT ,,THE Sorrow.ANS , Pi, 000,,JOLE,,.POTE AT ,110 Au; ST.W., WALLS. 2,X' 4: Sul' pLAriS suite. at soOs0,,Tolirtitru$00tm45 stoic MAXIMUM. ‘, , , , . ,,, , : . op. 40'n sic, . sluDO sHALL ris scotes. At ALL ANGL00, A10. cONN , . UELESS" OTHERWISE SHOWN ON THE pc,,Ass :woo COUSLE •2Jc8 3,iigAD„Eso .00s ,SPANO; ONOEB'll,,-,c,,. . Ter.s.smA4 BE scusur 2X8 :Hro#0014' , FOR FLOOR- ONiROOF JOIsT:- CONNECTIONS TO SuPtio1TIN49 0.4*.$05:55 F. twayTvp , poNftemON01.. .i,isf' rav AP', 40;41r HANS*: As -',..tiforACT 41( TIP 41 ''LISTSL#4. oPP,401, APPROves( sscAL; ,,01.10* VOAM.spk .FIECoNalENOEtileli: ThE NiFNTU *. . .. • „••.prov.t.OS....,•ocuSto.„.. optstS,..socreir. At4;.•trerpr5;;0,6J.:pAfll*. , . 4 THE IETODSc' IN Th WA LLS . IALL si'P9,0TIN4040. ln J. L6S DO 9THE. . Fl ..', . ,. , 0 ; 4,- , , , YWDOD ,'::SPECIFIED AS .NTRU1TTURALE4SHALL7604FOREE TO .5T STRUCTURAL 1, CEO Istr:.,•:01T .00,0frwtofiP(RigOft,,,,,04.416,b, , IC. ALL PLYWOOD AND STRucTuRAL, LOWER •stuktk,0115011A140,. , SPEciES ()Fromm. • „ . - .. . . EE. NO BW mei& tiT APA'• 1 . NAILING 'LING AND THE ATTACHMENT OF ALL FRAt42N3 93S SHALL *RE AS SPECIFIED IN ME, UNEFORM'OU11.0/04 ts .1.- NAELIEFE SCHEDULE, CHAPTER SS, UNLEEIS, NoT1,10 crrHESNisE 'IN ; ilig`'.ORAVP*. .ti' ! '3'. write NAILS.' OR: EnKESE OR '50ALVAtqz.41) 9.0*.NA443:: 6p414.- of USED FOR ALL F NO IIEEES wisp OTNEBtasEi, . . 1 • AEL-SE)005PLEitEs, GROOMDSE SILLS AND ottOR, MATERIAL .!1#11 D.IMEOT.00NTAOS WITH TEE EARTH'.,OR iFOUNDATION„COECEETE, SHALLEFEE TREATED . •115,toNFocoiwIttAtlipA iTIANDARD' P5. "CCA".,..E*"*' -"* • Eagfamoulosaimegx . PREFAOR/EAT,E.EI"'•WOOD'irusses..§f{ity,; BE rigsiONgCly...", A „PIESI GINEER IN ACOORDANSE;'WITH.ITHE; 1.,ATEOT, torn*, '05., • I#IcA1104...FOR'SYRESEEGRADE-WIEOEE",ANEE.'/ICFESt*SESSS, THENATEOEEL.40FILSIT.'imppvtro, AstScxe.ras - • :5 • „.„ . scss Sptslecr.;p,ms. ,smAr.r.; -,PROFORTI SEREEN3"-ISCRSEEE, POR.'1.0AD:..DOTEATIONs'Op',40s;;•p ems- PVFeleisNAL T ."140:TIONA45.,:DEGIOW ENDED BY. MEE OViE Lop o -Pis cert.inq if• 'LIVE LOAD'l(SLISEEDE.E5-;.... LIVE LOAD (PLAT) :30W LOA0 A HEMS* ALLOWMLE H8!AMJ P5Ttit Fo wING •••• a ,. THE Tituss ,MANUFACTURER SHALL', SUOMI • THE izi:iugoam cerr*P;civriowsv:.,%41.,1.6001'1,0BY,' , , • . .•. ,.. .„ , ,. • . THE ENGINEER 'RESPONSESLE-0005oesx,SN5p5.,'FOR Ittra‘, AsctiirgicT,10 PABNICATION OF ANY 'HATEEIALSE. • .,. . .. ,•,, mg:, , , . -.: . , , • - . . . • . , . _ • - - ' ' .r. • ., et CERTIPZCATION °VTR RAIED• LOAD cAPACrti, ` 6$ THE 6110594013R4., *:-TNE5NotSEAsi. irr. AN*-INEVONDENT A4F.Npy,,, 5 ' • - • ., . _ .. , • , • . ,. CERTIFICATION THAT TEE MANUFAOT.UREEPi IS LECOSEDETO PAIERISATE**TFIUSSES iIIILIZINS THE caNsecTon tvimbi PilsPOSED; . OspERTECIIFFIrecTIHOmemTmaiNT. THE 'inuegs ARE oEslemo ,$1 FABRICATION AND INSTALLATION DRAWINGS SHALL BE SE01..4ETTE0 TO THE ,CONERACTOR, APPROVAL OF St?Er SHARE AND LAYOUT PRWR TO PABICATZQt4 - THE LOAD OfEITERIA 5 1Top - cOosps SHALL BE DesIento TO pesz,Sr 00044•5: 'Note. -05. SY V4 e.,..1*00," ogAo LOAD AN Live' LOAD. .T0' ANS, flTtONCHOfDOF PITCHV ROOF.11US1S$ BE 0.x 6. , DEFLECT/OS DUE T1 LIvg, 1*o smALL., BEI LIMITED TO LeaDO.. „ soTT0H v440130E1- OF HAS- ,TRESOESI SHALL; NOT !THE SRAM LENani„ 4 W/T1+111 TEE'MIGOLE THI UKASE DETAILED OTHERWISE, CONNECT ROO SWINE EAU. OR �EAN Strivomt At soot END WITH A TYPE AOS* PRAWI.ANCH A ..KANtJPACTUREO BY T SIMPSON CPEEAFEE,' OR APPoilvf-,0 eauAL; , Tsussts AT THE' ENDS • OE suILszNOS, ON AT EEO '60EMS IN VIE flOsf DSTAxt.en• TO " RECEIVE ettenzos SIDINS OR valets ARE TO B 41010:04at wriN,030- OILL, AT lee 4 C SH0ft FASRICATES 'Omiti TNE Titio E stn.! P;QPWiN TO pEceivE,.stoBwALL IQ TRUSS DRAWINGS SHALL BE SIGNED AND STAMPED BY E2LICENSED WASHINGTON STATE ENGINEER. , II. TRUSS DRAWINGS SHALL Se SUBMITTED to THE BUILDING (*RT. FOR REVIEW. 44.444.405110=4W0S04100,41,01WWWWWW140431.4. II I I III • „. 3 g to• %eA 144 A A AA% 444 f• 04 44.4 , 7 EiE 8 11111111111111 11111111 9 10 PORA1:10h; A P MVO OVAL • • ' Tht PLVIPOD time !Amp BE worup*fules ADPROANDE IC00:-ReOfo: THSSPFOEFILRRYik""SSE NWOESPTER:1,cits"4141.1:Et'IN, ilEfoo:FIMM.1"6::Erp'7.4131ThiSsTAHJIIDAR-,61Pgr:c°11: Is THE qProt HANUEACIVER .stp44..,401411, SIOP'OR „AWINOS„' SHOWING THE LAYOUT, DETAILS, ARE ALL ACCESSORIES EEDUEFIED FOR A c.oPPL.FtEritiVg• *EIMER (MOWN ON THE DETAILS- OR NOT. ' THE MINIMUM SEARING FOR ALL 40161S SHALL OE 1 1/2E AT EACH RIDE THE asAms ON THE PLAN DESIGNATED AS "KICROLAWH *SHAL,L.OE,01MI.CROgrO.Atin PLYWOOD EEO* AS S4ENSFACILIRED BY TRL JOIST CORPORATE,* OR Approves EULIAL,' IN sizos AS worm ON THE PLANS AND DETAILS. ALL T/11 PRODUCTS SHALL OE BrosEO, IN A vERTIcAL POSI ION, OFF OF THE EtRoUNo OR SEAR/ AND PROTECTED FRIA THE NEATNEN. SHEARWALL SCHEDULE TYPE WALL EASE PLATE TO FLR. NAILING is •to°0.c. FLR.TO WALL Top PLATE NAILING SEE DETAILS WALL DBL. TOP PLATE NAILING I ei OPO.Q, €9"0.C. NOTES SEE‘ DETKI1.3- 140. Ste, 4 SEE DETAILS 056€3"QC. SEE DETAILS • r • , „ ..1"••• . , • , - t . ES:: ALL PLYWOOD SHALL sE,c,t) STRUCTURAL I ,INT. W/EXT. GLUE. 2EAL.L PLYWOOD - EDs d AL , BE BWCKED W/ 2x Elbe K 'No ATTACHED TO THE STUDS. 3. PLYWOOD NAILING NOT AT AN E'DgE SHALL DE 84•412"0,C. e EA. STUD. ROOF & FLOOR SHEATHING . ROOF & FI,OOR PLYWOOD SHALL BE LAID PERPENDICULAR, TO SUPPORT WITH STAGERS JOINTS. PROVIDE 2 A 4 BLO*ING AT ALL UNSUPPORTED PANEL EDGES AT FLOORS. NAIL WITH IDE COMMON NAILS AT 6" 01C. ALL PANEL ESSES, 12" 0.C. AT ROOF , INTERMEDIATE SUPPORTS, ANI) O. AT FLOOR INTERMiliIATE. SUPPORTS EXCEPT WHERE 'INDICATED 'oniERVISE ON DRAWINGS. sPeciAL stitUcTuRAL INSPECTIONS SPECIAL INSTEECTIONS PER CODE SECTION 306(o) ARE REQUIRED FOR THE POLLOWING;, „ , A. CONCRETE FOUNDATION B. TIMBER PILES A r.r4e )••• klAn".""HANY 12 . .• STANDARD TERMS AN ABBREVIATIONS UNIT/ SOO #00101 iremeS0010, *ACE TO mot UMW SPAR SEARI SET10010 01.040 STAMM SOTIOS SOTTOM or EvElE0 Immo or rtzE wootEE eozwiso 11102,INSWQ LINE CINTESI OE - CENTER TO CENTER COANWEL CLEO OR CLESRANCE COUP C OSCAN* C014CRITO WASPRRY war cominsE4w(*) covernmous aurrEEEsos conantoonos EasEEEEEELso coop atroSpirD 0,4 014.0004, MOAT'. III/000AL. WASP'S, WINI.1001 • • MANCHA/ ON-04,0 voons• UCH MCI ERE SACS PACE BOX1 SIDI SF.M1 WAY ELEVATION nallATOM NOUWWWW mew% 1PaatINSPEIT EtiEnoo. amount scx7hosuil, aonn Enstuoit riss To 'scot TAISTCSTOR nut SIDE PIRIER (10) fisoft FLANGE PLODS, two* Euro roonso POOROATION roam: ONE OR OMER EVONARISEN ENIN ONWSRAL CRAVE OWE • ION gm= anew nett wok soft, 4 6911"°144 ;1.0144licp JO/ 4°1 1°) IcticE3ES2ropC1001wi Spsla0'..) AIOSTOTMOST CONCRETE LOWS '1, 401; EMS, E0". RACE EP,P10E1E., E ,;4;c4, LEO .Z410 ."•??0700' ININOPACTORIEts) ivioatort- priposlo . ttilttgt totomn504. torarbM' *ISMS NISCS02.11040011 /COM COSIMCTION NEAR WS ROPTINAL. *Pr 1$ t000ttact Serf Eo-sr_EEE oatant CIOPPER 01,1441WR (0) OPPOSITE OctielOk c.rxhst•ER 00'POIOri rACI 000STASPYWO 1,00 0.,t,n1005‘1 *PM ,,PAST1T7011_ _ )PtiffArC111." EINES Pvivttoo rAtt.A,v5r coNgtert toemairAtrieo ?ULIIIINA&'! PPIVECTiosi ; • '14!;IT100;:14!!gliglifii.41::1345:)11:11*P /1:11;0:02;:;:f; PFIt 400P '01011041E0 aleati otzsio)use(o)- Evens" suggv ElEftiotR'' SP/Ca ' itEacztIcErtoEto) SPECIP'EEN *IMMO .8.7tIg'vEl*clt Erintoto oreAtoav 55.....scommt, 01141M/it 666064116) 9TIOOPT0 Cikti YURI - • IVP 'OEM 'MP O 000019P0 :Pt =" • TOP ot LtD66 1'00 op Ptfl . icAy bl*PASSIIP3 16&13 , ler or stOto: ?P OP unto* Emu) orsEREEE: MIRE IMMO& IEEE" Poop flp,eAI *Et EttEovo tEmite Etta soot (loco? 4111.94i'• 6. s. RORY,. - SR. ORO. • RTWilli INA. • . Sete 1.0.,, 5.0.1.P. ER00, B. • SS • C,O. infa r.10 - no*: - rxm: - *La. n4* Erut,* PDS. Mao - GM, -50. I. - t 0*, - I . .5r tam., - asi Is) • t■34, 414114 4.1 14•r°0114 'e 4 , MI, 014 • ■441 .• POS41.0. 4 , • nEorod.: 1 314 4 El. g. =70'irti4i •,;.‘ Itrattiri. OVW :: VERT.4. Flp/ISION 4 MEASURE PAINTS' - ANDS Pi -/ElatEEEEEsEEfro ELS*** , , 0120 WtEIST• 0.44fs 41"tt, u. ASISSE1 • I' I • - 1414"6447 C.t.letXT 11)/014114..1,.*0 47,,N0 8702.2 rrrfelittrt .41.4,40YY / EEEESiVEEE Plai.C° 41P40, OFPOW-4 •AfiT 'TE ONI:X4i rgo SP 2 3 1987 L'ALVO, IN PR1NTEt) SEP gi 1087 PORYtk-bOti06.1 CONSULTING ENGIN1,,.., ; swI rtireatigt004 MAktlitlr. , ,44•11,04 • •■•:•".' • y ••• 4 • EsE e4••• 4A 4 ..�:�+:crY': •i6±�;"�a��r:rn�r�u;:frri�tii� _'sr"�` .'�''ti%;�'�sw "h�..t"`Y`.>E+�" .��`mt�,u�ari'b ' a.k. „ ' PRINTS ISSUED lo -id ?6i�1 18/S4 HOUSE KEEPING SLABS COORD LOCATION WI MECHANICAL ADDN'L 12 THICK SLAB UNDER WASHERS DETAIL 3I /S4 NOTE s SEE SHT. S3 FOR CONT. OF FOUNDATION THIS SIDE OF EXPANSION JOINT. 3%1 8 YY 7/S2 " EXP. JT. 7 -4 SEE., H'L ARCH'L FOR EXTENT OF� ;SLAB 13 4 12 "QU.E.W OR E4 WWF ROU6NEN' SURFACE 4 AP#"L]r BONDING AGENT I9 /S4 P88 e8 3/4 °=. P86 -- -, PB PB6 ,.. 22/84 COOR'0 W/ CIVIL 5- 101 /4' 6 6�Y P85r'' PB6 r - -PB8 14' -10 "SEE ARCH'L FOR LOCATION OF STE #11 -, PBI2 --t CONSULTING; , tNOIYfVRaIEAl1 2 R WEST 04AVICIIS 8SATTL E, W A. SO 1 19 IN ASSOCIATION WITH ;3{ PORTER- GONOGHUE CONSUL. T IIVt3 ENGINEERS, 110 WAD BASIN ROAD SOWN SURE xao AUSTIN TEXAS MAO PROJECT NO 87022 PB6 4/52 \ 7/S2 PB13 26/S4 ,JERRY THEIS ASSOCIATES. ARCHITECTURE AND PLANNING CONSULTATION 1301: or LAUNC Y''1RF :4I 4040 BROADWAY SUITE `! 410 SAN ANTONIO, TEXAS 78209 !3/S4 TYP ▪ GR.60 x 6; 6YY • C. P66_._r_ I.I i/.AIF./A/ ir A Ao 2/S2 TYR 6/S2 HOUSE- KEEPING SLABS a1 COORD LOCATIONS W/ I MECHANICAL P819 I5 /S4 4' -It NOTE' SEE SHT. S3 FOR CONT. OF FOUNDATION THIS SIDE OF EXPANSION JOINT 15A /S4 SEE SHEET SI. FOR GENERAL NOTES. ,ELEVATIONS `GIVEN ON STRUCTURAL DRAWINGS ARE FOR REPRENCE ONLY, SEE ARCH' L FOR TRUSS ELEVATIONS. FIN. FLR. EL. ir*.;100' 01' TYP,., TYP, SLAB SHALL= BE; 5 w ..CONTRACTOR NOTE SLAM FLATNESS TOLERAs10ES AT AREAS TO RECRIVE,FINISH !MATERIALS. (THIN SETS SEE:JRCH'L DRAWINGS FOR LOCATION OF RECESSED AREAS. RR INDICATES ; PLR. -DRAIN OR FLR. SINK, SEE ARCH' L FOR DESIGNATIONS, SLOPES, AND LOCATIONS. VERIFY DIMENSXONS. WITH ARCH' L. "'- 'SLAB REINF. ° SPtiIdES . SHALL BE STAGGERED SO THAT =ADJACENT SPLICES ' SHALL BE SPACED 5 -0 MIN. INTERNATIONAL . HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20058,. SHEET TITLE PUBLIC SPACE FOUNDATION PLAN RELATED' DETAILS DRAWN ; ISSUED rf /'7 /87 APPR PUBLIC SPACE PLAN' NORTH III 1 1111111I1I1I11 0 16 tits 0Nch 1 11. 2 111 1111 11j1I1111 11111111 IIiIIlhI I111I111111 I111I1II1II 1`111111IIIII!)IIIIIIIIIIItI 1iII1 11 MAM #1 GFR'Mlr 12 , • .. w , n. m '34 x.,A, M« ..., to • r +�+�4n�: % "J `�r��4ii�,k.��i�,i`•`k �N '?7�kx3�Y+Y.''b'' S•iaral 'F 18/S4 ---4, ® 2 -2 K4, S.C. Z 4 Z 2.120(6 a`I 1. x -2* • 16A/S4 2 -2XCv 3 -2 n Co DESCRIPTION ALL`:H£ASUREMENTS MUST SE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE ,THE'PROPERTY OF THE OWNER AND 'MUST BE RETURNED UPON COMPLETION OF THE WORK 22/S4 co"- I3 /S4 !? 27;.4" 00R'0, W CIVI. 5` -I0y4" II 2" ANIDERSEN •, ®JOR NSTA® KAi)NE v. JACOBS, INC. CONSULTING ENGINi4IM8, 220 WEST HARRISON Ei@ATTLE, WA. 98110 4776 2I/S4 26/S4 I5A /S4 5/S4 TYP, JERRY THEIS ASSOCIATES. ARCHITECTURE AND PLANNING CONSULTATION __SLOPE SUITE 410 78209 2/S2 TYP, HODS •I':EF'ING SLABS C G. LOCATIONS W/ MECHANICAL I I Ij .�.x(v 4 -2,xeo I5 /S4 NOTE: SEE SHT. S3.I FOR CONTINUATION OF PLAN THIS SIDE OF EXP *)T. (GUEST WING) 2 -2Yc 15A /S4 1. SEE r SAT. '1 FORR GENERAL NOTES. l5L 0" 15` -8 �/2 21`- I" 13' -7" 2. ELEVATIONS GIVEN ON '- STRUCTURAL 'DRAWINGS ARE FOR 3 -9 REFERNCE ONLY, SEE ARCH'L FOR TRUSS ELEVATIONS. SEE PUBLIC SPACE ' FDN. PLAN (SHT.-S,2) FOR ADDN' L INFORMATION. WALL COLUMN FRAMING PLAIN -°. PUBLIC SPACE g5 . " 0. C. TYP. a U.N.O. . s.c.; INDICATES S L.COL LOCATION, ,ALL STL'.COS SHALL BE 4x4 e3 /l6" �YP,U.N.O. SCALE: I /8" = ALL WALLS • SHALL 6 . TYP, WALL' BOTTOM It's SHALL BC TREATED ANCHOR TO FDN. W/ ,2 o x 1'9130LT5 L 4 -0 OC. -SEE DETAILS FOR SHggEA��RWAL.L'ANCHORgAGE. INDICATES PLYWD APPLICATION. .ALL LOCATIONS_ RTHHISL SHTt SIDE OF INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE • WASHINGTON. D C . 20058 SHEET TITLE KEY PLAN DRAWN APPA JOB NO C44/7O ISSUED '7/7/87 SCALE AS SHOWN ; ri,i: i'!�'" •C«r, c �ils� x"'[P!s�'d'! .':"r t,. %'t €, ?iL•z= �!J%x";irk:�Rk4 4u..n1 ,:b <iNWPdr47,414:, '7�t7S'SM:(^'::x"44*. '4'tis+.+'r�+' 7; :✓.`.:',r"r.w?+.a ,.L`?i `Y+� '..;•.'s",',P'• ',410010t 4 1. •.J uRI{.'•A✓ia • LIIJIIIiIIIIILIIJI O t61H.INCU, II. IIIII 2 11111111111 I'! I' I'I I I I I I I I I I 1 I I 1 1111 I IIIIIIIIIIIII IIII II IIIII I TWIT I IIII11111)IIIIII,IIIIIIIILIIII ., 9 10 11 MAhEMUFPMAM 12 r ..4:,x19+. " °.,£.Y, .• �4��.�:.C3ta dEsCRIPTioN • ALL MEASUREMENTS MUSTSE4HECKED ON THE'jOS SY 'THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE:THE'PROpERTYOF THE 'OWNER AND,.HUST,SE 'RETURNED 'UPON COMPLETION OF THE WORK A Irg 11:16 Ft El LEAS BJCIIRNESTAID KAIN1E JACOUa ;Nic. coNsuLTIAsca ENGiNnita 22O WEST 14APII:11•101111 SEATTLE. WA. 90119 PORTER-DONOGHUE CCNSULT1NG ENGINEERS. INC. iiii:ii.il:::::::::iiii:::.:::::::::::::,::::::::::: :::•••••44.g.lan.t1E: ••••••'7•:-!:••••:-:-:-:-.•:::::-:•:::::::...x: • • - - •.-.• .. -.• i:::::::.1::::::::::::.,::::::::::;:::,:::::::::::::::::iiiiii:iii`!: -,;;;;Iittip.41*.::!: • .- '.."-.7.1:';':•:.y...•.•:-:-:•:-:•:•••••••••••••••:-..n:j: . :.:*:::::•:::-:::;:;::::::-.....:1§6...i:::::.:;:::,:: k --.7. ': ••:::::::: ■•• ,..t....1, 2.f/SBiTYP• • • • •.• • 11••••• - 4,.,, • ' • .'' ii.;' .....:§ttl:. .••••:;....;:•••:•:::::::::::::;:i _,.V-• ..., , ". . . ... -.. • {:i.:•Bw42:31 •••::::•••.::::::::::•:::::::::::::: :...• . ...... .. •••••:••:::::::::•• :::•-• . • . . *•• it• 4 • ......... ...........„ " • •••••:•••••""•:•:::•-,:;:#••• t::::-... •-•.-:::::::::::::::-:-:-:-:.!-:•:-. to -..• • ••.•....• . • ..... .• I: :,- .. • • . :::::::::::::::::-:::-:-:-:::::-:-::::::::::.::::::-:-:-:::-:::-:-::::: :-:-:-:-::::::.:-:-:-:-:-:-:-:::::::::::::::::::::::::::::::::::::: ::::::::::::.;:::::::*::: ARCHITECTURE AND PLANNING CONSULTATION 4040 BROADWAY SUITE, 410 SAN ANTONIO, TEXAS 79209 ROOF FRAMING PLAN - PUBLIC. SPACE BAB NOT •1. SEE SHT. .S1 FOR GENERAL NOTES, 2* ELEVATIONS GIVEN ON STRUCTURAL DRAWINGS ARV FOR REFERENCE ONLY p SEE ARCM FOR TRUSS ELEVATIONS. FOR ADDN L 3. SEE PUBLIC SPACE FRAMING PLAN (EHT. S 2 INFORMATION. 4. WALL SKOWN ARE FROM BELOW ROOF FRAMING. 5. SHADED AREAS INDICATE FLAT ROOFS/ FRAME WITH 2 X 8 AT 16" .0.C. • 6. RAFTERS ARE 2 X 8 AT 214.0" 0.C. TYP., U.N.O. . 7. ALL ROOF TRUSSES )RE SPACED AT 2 •-0" O.C. TYP. pU.N.0, 8. VERIFY ROOF SLOPES AND DRAINAGE WITH ARCH% • 9. SEE MECH L FOR LOCATIOL WEIGHT AND SMIR OF !ROOF TOP MECLI'L UNITS. 10. COORDINATE ALL ROOF PENETRATIONS WITH MECHIL. 11. TYP. BEAM= GL63/41krITUN.O. 12. ..........•••■••■•. INDICATES LOCATIONS OF SHEARWALLS. (..JINDICATES SIDE Or: PLY'WD APPLICATION. ALL SHEARWALLS THIS SHT ARE OrpOr8tiOR. ISOLATED ROOF FRAMING SHEET TITLE .,......._ i',1 ;',. 11144•S.000.,tay.r..:44;4I, rLR .•kiv*.ck 11111111111111111111111111111111 0 16 TIM ONO, 1 111 2 111111111111111111111111111111111 _4 7. Rig 7, esa... 1111111111111111111111111111111111111111111111111111111111111 9 10 11 MA" "Glal4ANY 12 ;f�ii 54:�Sii _ • 3/S4 YPr. NOTE I,.I @ BALCONY r NOTE' NOTE -NOTE —NOTE II I" EXP. T. 6/S4 .'d....e dia.r..r...fii ;5i0011101% - ..►'w.1001111 . I2 /S4 TYP SHEARWALLS. e-" • ■•■■•■••• NOTE • 1 1 @ BALCONY 0 ALL MEASUREMENTS MUST BE CHECKED -` ON THE JOB BY THE CONTRACTOR . ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER :a MUST BE RETURNED UPON COMPLETION OF THE WORK. NOTE •I I to BALCONY ANDEIF1SEN EI JDRii EBTAD K A N E JACOBS, INC. COM.IBULTINf IENCHNE!'RB 220 WHBT HARRie3N BEATTI E. WA. 22119 RE: SHT. S2.I FOR PUBLIC SPACE WALL AND COL. FRAMING PLAN 1. SEE SHT. S1 FOR GENERAL NOTES. 2. ELEVATIONS GIVEN ON STRUCTURAL DRAWINGS ARE FOR REFERENCE. ONLY, SEE ARCB'L F(I.P TRUE ELEVATIONS. '3. FIN. EL. = ' — " FLR. 100 0 . 4. TYP. WALL BOT. FP_ SHALL BE TREATED. ANCHOR TO FDN. W/ I /2(1) x 04 -O' O.C. - SEE DETS FOR SHEARWALL ANCHORAGES. 5. VERIFY DIMENSIONS WITH ARCH'L. 6. SEE $,GUEST WING FDN. PLAN (SHT. 53) FOR ADDN L INFORMATION. * . ALL WALLS o SHALL 'BE 3 X 4 STULS AT 16 " -` O. C. , ' TYP. U.N.O. 8. «-•» .-- •-- •-- •- •INICATES'`SHEARWALL LOCATION < INDICATES WHICH DE OF WALL PLY'WD IS ON . ALL SHEARWALLS `ON THIS SHE ARE SW -3. SEE SHT. Si S FOR SCHED. 9, COORD. ALL OPNGS. WITH ARCH' L AND ' MECH' L. 10. VERIFY DIMENSIONS WITH ARCH'L. 1 I . MARKED WALLS ' SHALL BE 2 x 6 ` STUDS @ I-4" O.C. PORTER - DONOGHUE , 1 CONSULTING ENGINEERS. INC. 110 wI D BASIN ROAD SOUTH SUITE 290 AUSTIN TEXAS 78746 PROJECT NO 87022 NOTE: SEE SHT. S3 FOR POOL AREA FOUNDATION 4 SHT. 53.2 FOR ROOF FRAMING PLAN. OTE'II@ BALCONY NOTE I I 8 BALCONY— I /S 4 TYP 3/S4 TW 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 I EXP JT. NOTE I I NOTE II • NOTE I I NOTE', 1:14414bA wwnw i.iwr■ NOTE II� BALCONY TYP. 3/S4• . - NOTE II 8 BALCONY INTERNATIONAL MARRIOTT WASFIINGYON — JOB NO Z I I' \' Oi. _' 1 k. LA DWG NO ■ `11;4..s0441;'x.11; e; *' err; r"et"?' ,tiahS31MI"1k.�urr 45-74r44 2"..W"' ii: rra Cn'i' *N7?r °ygyr± loitt. 4;• 4~61A r e!:IWT7tit".er1' "F yu 11111111111 111I111II,! 0 16 V1I61NCH 1 1111111111111111111111111111111 II111I111p 1111 'I 1111 1111111111111111 1111111111 11111 1111111111111111111 I 11111 11 MAf1F Ui pUANr 1 10 2 y. >; ..L9 ' �tiFetiraua "�rtfio"vbi.rirY?WV•�^;. uaII;'r;dx 5'wYfl 'k4A I8 /S5 TYP 11/S5 2- I4x12 "MICR AM BM.S I5 /S5 9 1.5 1 SI-EARWALLS NOTE 8 • : 21/.,S5 TYP. r,, . i ' Vara1',YI;l.: NOTE 8 15/85 NOTE 8 NOTE 8 NOTE 8 NOTE 8 _ 5/ 1 i m �I x 16,,,CHASE,T,YP 2nd FLR COOP ! LOCATIQIF W /MECI4L �..... zi ••1111■•..•....... • TYP 2/S5 12' TJI 35611.6`O.0 I•A 7 19/97 SHEARWALLS I I/85 T�Iv GL3' :50 2" 3- ZY4 CDL, 12' TJI 35.e161OC. ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS, AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER A MUST BE RETURNED UPON COMPLETION OF THE _. WORK. I8 /S5 RE: SHT" S2.2 FOR PUBLIC SPACE ROOF FRAMING PLAN 1. ''SEE SHT. -,S1 FOR 'GENERAL NOTES. 2. ELEVATIONS GIVEN ON STRUCTURAL 'DRAWINGS 'ARE FOR REFERENCE ONLY, SEE ARCH'L FOR TRUE ELEVATIONS. 3•. FIN. FLR. = 1O91 -1-11 -,TYP. U.N.O. 4. TYP. FLR. FRAMING SHALL BE: 12 "TJ135 (SPACED AS SHOWN) ION TJI350 BALCONY(SPACED AS SHOWN) 5. 'ALL WALLS SHALL BE 3 X 4 !'STUDS AT 16" 0. C. TYP. , U. N.0. -" WALLS SHOWN ARE BELOWTLR. FRAMING SEE SHT. VERIFY ALL WALLS WITH ARCH 'L;:DRAWINGS. 6. �• INDICATES LOCATION OF SHEARWALL Q INDICATES ` WHICH SIDE OF WALL TO APPLY PLYWOOD. 'ALL SHEARWALLS SHOWN ON THIS SHT, ARE SW -3 (U.N.0) SEE SHEAR WALL SCHED. ON SHT, SI. COOR'D ALL OPENINGS W/ MECH'l_ ARCH'L. MARKED WALLS SHALL BE 2x 6 STUDS @ I' 4"0, C. TYP o I7 /S 5 N efr tn 0 TYP FRAMING SHOWN 'HERE BETWEEN GRIDS X15.5 4 I6LU,N.O. 2x82 -0 OC ♦ SW -1 TG6 'TIOA T18A ANDERSEN EI JORN9TAIC) K ANE JACOBS, INC. CONSUL Tlf40 ENOINEERB 220 WEST HARRISON SEATTLE. WA." SIB 119 30/S7 TYP FRAMING SHOWN HERE BETWEEN GRIDS *11.5 4 12 , U.N.O. 29/S7 1^2X6, , 30A /S7 )' -4I/ ' 4776 `NOTE`' ® BALCONY ---� MKT WEIS STATE 01 WA9fIK100 I8 /S5 MOW TYP. 19A /S7 I9 /S7 I9 /S5 TYP. @ SHEARWALLS 1/S5 20/S5 ARCNITECTUIi('; "A).D FLANNINS CONSULTATION 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 15/S5 25/S7 I4 /S5 /S5 NOTE 8 • NOTE 8 NOTE 6 NOTE 8 12/85 IO /S5 342X4 STUDS - 2 - I %" x I2" MICROLAM BM.S I2 "TJI35 @i2 "00. IV' x 12" Cn N I 1 /S5 NOTE. S e BALCONY 18/85 NOTE 8 C4 BALCONY INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON , D.C. ' 20058 SHEET TITLE . GUEST WING SECOND PLR. PLAN W� POOL AREA ROOF FRAMING PLAN SECOND FLR. FRAMING PLAN ' 1-51 it.: 1 j 1l! i11,:i 1rb C}rij -.1'.l r I. l.� Lt' , J ..'UL IC 1987J C11.1 Of- pi JOB NO DWG NO .'ti.r &rxl4tik.: %0.••ira'C'r •.:idge!,q.vo, 014.1r Aff PPP 0 161116 INCH 1111 1111n'11JIJ 11J11 11111'111111f 1I11'1J 11111 2 IIIII1111111111111111111IIil1IIIIIIIII Il111111III1' 1 r g 10 11 "AQEINOFPUXNY 12 •s w.IiYe�i'ck:.A �iX�:d?�C+1' Sn�s�s.✓.'1{!. t�. �°'.� J,' VtiAl "E.+�v�.'.'�t•"�!i`1f.Gi�7eC i5 1::µN "1 r.+ °r: ,:e.Y�H&i4nn:ti,• t +r= ardJ�'v kYdn:,.l ibW�E�MYir.+` ri. TIR '3�15:9?A7iF+*".:�t' >YTaFCtrtt' iii'. X417? oM .IC.:- .gvwa�A:�*�,:�sc*.sw,�.r: r: °+ar+iwzm.rwrc++r« •;.t }: + +'. I8/S5 TrirP NOTE 8 @ BALCONY 17/95 .Y v7 I5 /S5 — I I /55 2/S5 2' MICROLAM -NOTE 8 I' /S 5 NOTE 8 x,16 CHASE TYP 3rd FLR.,000R;D. , LOCATION W /MECH L R4X.:�.U.P. i "I-.q ry1 Ra% 2/S 5 TYR , -NOTE 8 NOTE 8 12'TJI 35616+O.0 I5 /S5 I /S5 2/S5 DESCRIPTION 1 I /S5 ALL MEASUREMENTS MUST BE.CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER 9 MUST BE RETURNED UPON COMPLETION OF THE WORK. -NOTE w8 BALCONY 2L14I_.NQTE.2 TYP ®®n 17/S5 TYP FRAMING SHOWN HERE BETWEEN GRIDS 415.5 4 16, U.N.O. SEE SHT. 'S1 FOR GENERAL NOTES. ELEVATIONS 'GIVEN ON STRUCTURAL' DRAWINGS ARE FOR REFERENCE ONLY, SEE ARCH'LFOR TRUE ELEVATIONS. FIN.FLR. = IIS' -�" ,TYE'.> U.N.O. TYP. FLR. FPAMING SHALL BE: 12" TJ1 35(SPACED AS SHOWN) ANDERSSEN EBJORNSTAD /CANE JACOBS, INC. CONSSULTINO ENGINEERS a.'2O Ws6T HARRIBCN SEATTLE, WA. 90119 10° TJ135 GBALCONY (SPACED AS SHOWN) 5. ALL WALLS SHALL BE 2`X °4' STUDS "AT 16" O. C. TYP,, U.N.O. WALLS SHOWN ARE BELOW FLR. FRAMING VERIFY ALL• WALLS WITH ARCH ' L DRAWINGS. • 6. --INDICATES 'LOCATION OF SHEARWALL 4 © INDICATES WHICH SIDE OF WALL `'TO APPLY PLYWOOD. ALL SHEARWALLS SHOWN ON THIS PLAN ARE SW -2. SEE SHEARWALL SCHED. ON SHT. 51. 7 . w' COO'r�uD. ALL OPENINGS W/ MECH'L. ARCH'L. 8 . MARKED WALLS SHALL BE 2 x 6 STUDS AT 1-4 " O.C. 9. SEE DET. I 2/S5 FOR DOOR AND WINDOW LINTELS, U.N.O. PORTER- DONOGHUE CONSULTING .. ENGINEERS, . INC. 110 WILD BASIN ROAD SOUTH SUITE 280 AUSTIN TEXAS 78746 PROJECT NO 87022 TYP FRAMING SHOWN HERE BETWEEN GRIDS ,11.5 +I2,U.N.O. 4776 I7 /S5 -NOTE ` 8 @ BALCONY NOTE 8 @ BALCON Y ? ?HEI8' STATE 1f# w;4 s T1 18/S5 TYli TYR MEW I/ S5 I9 /S5,TYPO SHEARWALL° 2/S5 TYP_ 4040 BROADWAY SIUITE 410 SAN ANTONIO,`'TEXAS 78209 5 -2x4 STUDS 5/S5 8/S5 43/S5 SIM. 14/S5 TYP I /S5 NOTE 8 12• TJ 135 1 s 5 Prix Id' CHASE' TYP@ 3rd FLR.,COOF'D. LOCATION W/M ECH'L +N1MY.IM MIV1f11.T.N�l� \ --NOTE 8 IPCV, I2HTJ 135 G! l6 "QC. NOTE 8 NOTE 8 NOTE 8 /i/4' X I2 "MICROLAPMI 8M. l0 /95 9/S5 19/S5 TYP.@ SHEARWALLS 15/S5 11/S5 rgal arria I8 /S5 -NOTE 8@ BALCONY INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON , D.C. 20058 SHEET TITLE GUEST WING THIRD FLR. FRAMING P DRAW N APPR. JOB NO I DWG NO Kik; u'Yyt; kr, t 74747,d71."5'r l�'.S^C!;Jr�?:1?LK,rtt.r fi `�,'CRt S: hGK17,A''a .. 7777 ',...;: , v ... i'.; a +.,.. .. ,. ;:. � � 77., . .. �I lIIII,II►11I1lt�IIIJIII�1IIJIIP lIIIIIIr11fii11�1ll�i i1-i1IIIIIF111 '2 A ii1l11 111 1I1 111 111 i111111111ilIiliiilili1 '1'111'11 111 111 1 11 SZI 1(1 11 Man uGE wry 17 • 6+'l+m''L'9tii3Y" IA/S7 17/S7 SCHED 3/S7 .SEE 12/S5—\ ti 2x821- 0 "Q.C. TI5 -. TYR U.N.O. n.r .d. rrION 17/57 2x8c 2 -O "QC. RIDGE 5/S 7 SIM. 13%97 RII�cE NOTE 8 NOTE' 8 NOTE ` 8 / Yi1460: Y. y fl01410LA.. 2x8c2'- O"O.C. IDLE 2/S7 3/57 1' 7/57 17/57 NO DESCRIPTION DATE REVISIONS ALL MEASUREMENTS MUST 8E CHECKED ON THE JOB 8Y THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER 8 MUST BE RETURNED UPON COMPLETION OF THE WORK. /S7 NOTE8@ BALCONY -- IA /57 'X. SEE SHT. S1 FOR GENERAL`NOTES, ''2. ELEVATIONS GIVEN ON STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY SEE ARCH'L FOR TRUE ELEVATIONS; . ALL ' WALLS ':SHALL BE 2 X ,4 STUDS AT 16 " 0. C. TYP. , U.N.O. WALLS SHOWN ARE BELOW i ROOF FRAMING VERIFY ALL WALLS WITH ARCI•I' L ^DRAWINGS. . COORD._ALL OPENINGS WITH ARCH'L'AND ECH'L. T e- .•..--- s..w. -..� INDICATES 'SHEARWALL LOCATION d INDICATES SIDE OF WALL O APPLY PLY WOOD, ALL SHEARWALI.S ON THIS PLAN ARE SW-I.' SEE SHEARWALL SCHED. ON SHT. SI. . VERIFY ROOF SLOPES AND DRAINAGE WITH ARCH'L. . ALL TRUSSES SPACED AT 2' -0 " O.C., MAX./ FOR TRUSS LAYOUTS SEE SI1T. $Q . 8. MARKED WALLS SHALL BE 2 X 6 STUDS AT I' -4" O.C. ANDERSEN ®JaRNaTAiJr7i A NfE JACO , INC. comautOtitim ErJOINILQRfl. 220 WP.9T,'`HARRISON SEATTLE, WA. 98119 IN ASSOCIATION WITH NOTE8C BALCONY IA /S7 NOTE S@ BALCON �( I /S7 17/S7 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 '? I5 /S7 2x8G2'0 "O.C. 2x8e21d"0.C. NOTE 8 RIDGE V •10,www NOTE8 NOTE 8@ HALLWAY NOTE 8 4A /S7 RIDGE R'I I5 /S7 17/57. 2x8 e2-0110.C. 3/S7 3/97 i /S7 NOTE 8 @ BALCONY INTERNATIONAL ' HEADQUARTERS MARRIOTT DRIVE w< WASHINGTON , D.C. 2005x3 IA/S7 APPR 408 NO a:,r:ic•piGf'AMY40=i'Mgeovr •YM7+ :Y al+�dari'Q +�+P '�''b ^.• :b:vgy;^t.`.M ....: ; ,;1= .:fit 'l Atattl:.:ia. *j'gr: "4+" k'�It dfsCtis{?i$li.`S"> i;.tibs.!w7f'a":+r "'4YR5114 w•1+RrCY!N.:I.R 111111111 11 11 1 111111I 111111III1I 1111 1 111.1111 111 I'1111111I111111 1 I11 11111 11111111111111111111 11 JO. a'Y:'r.; u., "vrSh •;17^J'!V",�' -Caa S.r exr 171M, O TU17 FAG S WOOD 5T'UA f.�A�aE ee ft. � Nc.-1.1oRS � 555- 5L E L�.xt [31.4%1 DIM &TUD Ix ) r4 /, ANGHOP , -SEE PLAN tif FONT. CNooK TYP .6t-As a S1:E. eArl Wchot 51'UIb WALL. W /TREATD $A-5C fL. et. ANC;HOi2S --see PLAN Tip 'LA13 + 12►ElNr -s5-6 FLAN i %z" 6Lpi, MID- SPAN wJOOt TU t: WALL lower I . 61-101.4N ON FLAN LI. (-ova" X31- ce- KoiJT' See ,A H'L rof`i L•ce,ATION5 SNP sLAI3 E I W.H. P �4'' ^ oi�Al NAC1£ coHPA'G-r LOW PI, aGHi~L7. �SN1. RE•I N 1=. TYP EXT. BM. DETAIL , • • "� >< ' o" b+�IOO r` r�wl,.g2 CO BONE EN p pm: '> /g4 Fam Ar)PiJIL. Wore I" axe: OJT F L.L.r ScINEr; I5M, INF, 1,10oo 3i u D N ALL. W /•TREATEP Et+. S>r PLAN I -14 •Ir -CHo K >E� JI r OPTIONAL. G J 14/14/141 STOP #4 c.oN T. a I ! , "O.G. 43xbe-12'bx,-. its x 2i -10' e 121104. :°1/ 4rom 6LE, PT: t- LFC.,ho NoT LUT; SLAB APJtl6r -6PkI:INC4 To'N15 sUMF'. „CORNER BAR TO'BE•SAME SIZE APD; S PRONG AS HORIZONTAL. BARS ,A35 4.110E 6 6 ALL. OTHER 5'TUos,1 'P FDN- E3M• I-3 to 1-1,0F P.OI7.5 PAGE It�l•T AWN 411_ abLT `I 1;1JC�IT►f D� E l'b, DESCRIPTION 10 ,ELEVATOR SUMP DETAIL 1i TYP CORNER DET'. I I A TYP I'T'S DETAIL pLAFFT 12 TYP SHEARWALL TIE-DOWN DETAIL ALL. MEASURE £NTS MUST BE,04ECKED ON THC JOB BY THE CONTRACTOR. ALL PRINTS rAND. SPECIFICATIONS' ARE THE PROPERTY OF THE OWNER. a MUST BE RETURNED UPON COMPLETION OFTHE WORK 1 . :HE: 13H 3- #'S'EA ;WAY i he - .. r ... s d'• s/64- FoP'+ ADPNL..INF'DPMAT1oN -- +Et . BM, -SEA LAN b 4 4� ��R C.AI �>Ai L> 4 $t 2.1 -Caa l).G . 2 - `5 co NT crOP 4 12:1.0TTcM 'KANE t4' CORiftIULTiNG. .lilNi9lMIY +RISC 2120: w Or ,0.4FIF3It$gI%t +' SEATTLE, WA. W6119 IN, ASSOCIATION WITH PORTER- DQNQG;ktE. 110 Wp.O BASIN ROAD $OCiTI4: 7NGINE,EPI, SLOE 360 :i,.; AHSTW 1E(AS Isms PR )JECT NC) 87022 0 TRENCH DRAIN DETAIL I 5 A 16A 1 -44 Gct41 URA WNe.i uN . pF N orr.65 ''r5E-YONI2 GONT 2x4 P .YI4A? W/ NA1 -6TOP 1 'KEYWAY W /NA1 F �T ©P. 44 xl +mar B1-1 4 fz)t -)N A'CKJTECTURQ AN J,PLAHNING COHSU4'TATlO>~, 4040 BROADWAY M1 ' SUITE 410 SAN ANTONIO. TEXAS 78209 TYP SLAB RECESS DETAIL 20 LOBBY OFFSET DETAIL rI N. FLIP. -. LOBBY OFFSET DETAIL 2 j!OBBY OFFSET DETAIL PI LE. ELC.M 4 PI Lt + i-G i,- 4."0.6,6Hvr-k1Z.,) E.F �-'/ wATEI�� rap T`f P. GiLA. e $) PILE CAP EXPJT: -is S Y 4.0N Tr 11. D. *lb*. u • 2- 0"0.C.. iaTYR FUJI- 031I\16/ PEN - r AaJA T �s P. I., .I 5EM t=LAKI 3 x 12.11cv.4. P e IGA T4(iL 1.5, SEE I3 /g•; FOR . PILE CAP 4 DOWELS e COLUMNS ;1?. r POOL FDN. DETAIL PORTS He-4"L PEN 5TUps a 41 -0 D -G. rporat on ,, INTERNATIONAL HEADQUARTi ERS ,'' WASARRIOTT DR1VE ; fHNGTON , P.C. "; 20056, - --TY�' FIMINfis' . IMP IBeYOND C.xe, LJT ' FILLER Iw/ l,K, • DRAWR„_ J APPR JOB Na _. 441, @ 11WCL�TCR��Ct '.Y.;,Y:::JI�A:EP'y.9i'J.��i C:Y;'Ci- iL'Y, "' (I�' 'tY77�!'}r : 3flTYP BATHROOM PLBG. PEN DET. 3IJ0APIN$00QLPTAIL irsuca'4w("aerz..: "i. `,:w"�:rali7iC4:t64f• 11�111�11, 1 11111111 0 16 T/IS INC, k 1 11I!11111 II111 2 1111111111111 1 111111111 1 111111 iced t�c)`cumerit' I1) 11I (III 1 11 1 ill 7 �,ess clear tihen this 4 mar .w,',im'; > ✓ .,.. t...... ar.W.:n. F) .. , <"94:5 -. , "ti.kral l�it.a..t...'& ,,'7.• 1111111111111111111111111 11 11I1I111I111l111I111I11111`1I11 9 10 :I1 MA"6"1"N 12 sa u'k`'i. h.a ::sack:•. +,." a'¢:K'�W»i..G;i'i�is*.',.•a,n F'!ICG'4� wts?ai}?:t: REINFORCING STEEL. REMARKS App #r'!o T4 (3 srlitrEG : 1. STIRRUP 5PC,;6 5 I MARK STIRRUPS PE SPACING (E.E, U:N.Q 12 Z4 5 6'10 R E N1. e 24- `Pg5Co 4 c-' 10 ) P I'eii . @ 24 12$1 '7 RE'N1' @,24. PC3q: -y. CQ Io:i pNe x'24 12i(24- 2 Co . io .•`12x18 2 It 6,” 7:512, 'IZA I2x 24 ►ALL. 6 • ALL MEASUREMENTS MUST BEIC}!! ON THE Oa By THE CONTRACT R . ALL - POINTS AND' SPECIFFATIANS AR THE PROPERTY' OF,,THE OWNER' a MU �B/E'�'�Ry ETURNED UPON COMPLEnON OF THE • W OR .. • '.Y 7:: I2x IS ALL 514". _ -... I2x IS PROVIDE STAND . � DnRD ' AC I 90 DEGREE HOOK OR AS REQUIRED. 180DEGREE`HOOK' 2. PROVIDE 0.301 OR 0.30L `WHICHEVER IS GREATER. 3. SPACE'STIRRUPS FROMFACE OF SUPPORT WITH FIRST STIRRUP AT' 1 /2 :'SCHEDULEDrSPACING.:} .4 ; PROVIDEuTWO 44 BARS CONTINUOUS IN TOP OF4 BEAM WHERE .'„THERE ARE NO SCHEDULED BARS TO, SUPPORT STIRRUPS.. 5. CLEAR 'SPAN LA .OR LB SHALL BE MEASURED AT. CENTERLINE OF BEAM: y 405 1 F 1..c Io pg1"1— 515 12x IS I E.E, ; U5E 55 D LAp �se7,'REM. 24' SCHEDULED SPACING SCHED. SCHEDULED TIES & ACING i!x IN ASSOCIATION'WITH 10 , _ RE ?-fI . 2.g- _.`I2x 24 R5: 28/54 517 . 12x IS 2 'ENO To E. No or CANT. P..L -L Q. 1-0 117, REM.024: #3 CAPS S. 4 -00: MAX_ • ..,.._..4...._._16. ;j.1.. 61 .6146...... ».. • .6.6.6;„:.6...... 822 j ;2)047 2 2G 7, REM. G 24- 2'i°Y_ 12XI� 825 I27113 2 zu7; RE.PA.c 24 "i".n. • .. .. .. :'.r..�•+Yj..wow WViT6' RY. 7i. rbY+ iv"^,:4:!: :+L7+Y.44,g444,Z1'00,1 04.44 tiiV..,h.if 47044:1 ilrtiCfSj -�t!Y ver nu"ir"' fez tx.e oVbepg.i+r ..Aorpargem". ".,il.�.i.�•:_�i lllYG%iC G :41;#' f2^�E3iik�`v i , " W44 4:44' '.e:4rX4:w1VAIL$4'k??'dt Y.'r X7.6' ' l ,'.y:+'x+'X-p:i I 11111111 II/111111 IG III!. ONO, 1 111111111 2 1 11111111111111111111111 .1111111 it 5 7.. 11I111I111I111I1 1111, 111111111111 11111I111I111I1111111I11111 111 u8.__ .6.6.6.6._. . 9 10 11 WAflEIN GERMAN/ .�..LL'�.>, .'w.,1L��:w.•u Zl�i,��ar�.`i.:ffJf. 1461' is '�"...4,..:i�a'.".i�4.�w�W'L".. ... w'-..w.: .ue'.i �':L.�.Xl+f �a�"1+.�fYNfA�I.�"Y�f. �AA.:r6i N FOR NALL w� G.' Ile O ., CKSee gr a MEARNA LS � • D e2YR - Ut6TE. •'R.1Yr140.5 THING; ► nlee>avmrw_3ams (6E PLA E. NT TJI Bs.KNCa• FANNCt. &oId e w+ al.- ac 1G' etc. e v: NE.,D. a SIJf'iAf'NIAIJ+`�i Sea ARGN'L, KOR sH A.THIN(a. S EE. RAN PCP, WALL F3ELOW, 1 TYP EXT WALL DETAIL U.N.D. • gocapussurkzopaposstrwxc 1111111•111111•1II - - PINE FOR HA AOov� ' IFI D GYP =GR S+' PLY'HO SHEATHING rJ1 -FiFI 14GISTS • GSA PLAN,. �.ilaraw nt Dnie. -. ....teal l SCe PLAN r e " YP.- CRETE -SEL' , e_a• 9'' PLYo. SHet.TH11JC 2x4�z1!. 2a cic, DEA- 2x TOP.F$�YP.) rod N41L5C.1(o"G1G- E_ARCH Lam. FoP. F�cT• SNCATN•ING. SEC f.LAN R FO WALL TYP EXT. WALL DETAIL rJ1-IALIQLa, PANEL - 160 YOEP,iaR,IiAIUFYaSarEA A.S. rT T,INFcI - JOiSSTYR PLOW, r� FDR WALL L TYP INT WALL DETAIL 1- FLanl r SPP°GEING 4,- Di a1_rc%c_ E 2x thi JsT. -sites) dEG-N. FT:NE. ATIOt RE= MEGA .r'oK SK 4 Lc.ATvr., SON IUNGFF� ii!. (GFR R Cr".1JALJ 4- 'T- PLAN 1 3 TYP OPENING DETAIL 2° 6BE(AfCwAL DID STOPS - P11.5+DE OF Nea NOM 6EE PLAN FOR WALL ve .. 41 -IRr�I I Paso ¢ b '� TYP. BALCONY DETAIL SCaFLAN FOR WALL. WAL GONG. ALGONY Tor-11W* oN H.R M. -5Ee. APGipL. I4.4 etv'U�.(see ,;,HRAri NALL'scNED.a6ffo'IMMALLS I THIGY,, ( R GY(R•cETe) T�PINta.- 5/ePt.'?Wa PEGKINI* (TYa) TJI FLR, J5T5 -6ES PLAN TJI I3LJ4J(a. PANEL. Flk NA dr CStFPAak 1M v�I�MMP501J 'nt 35O' T u JSr HANc:+F -R' TJ1 e+ JsT. 5EE PLAN ran WALL MAW 1(od 61 :16 0.6• Ti'P, I1.N4.�(6cc4HEARiJALL - Rea:). a'E T Si FORNAdUNA RiSa eeD es+rAFtH4t1 -> .rte 1-I I_ !r • 3/4 PLY'Wb SHEATMINy 2rd GRIppq�� F��0 �FIC?FSHAILS�(i`LK'141; yy$S��E'.F.3[(vI{tjw. Fy`' Isrys. I�UN!a RCQb,e�` 3 rM FLAN FOP, WALL-- MOH 8 TYP INT WALL DETAIL / 't pol -.2 xeo c S1NG��,,pa�HTt Hp2.-K LDOWIi SGHGt7. NAIIJNci -°/4 PtY'HID aHC. fI IIYC 4 TYR BATHROOM CHASE t1 PLAN 1111- -EFP ` rs tacos:. stUD -5E8 RAN T.11- i3 or. CZtclNG ti4 6ateNS a 12'ae, (3 -SIDe• . 2PEG'D. STL.STAIR LANDING sSPR 1O 6co, IR OUrak'L -R .- egr'rktT AEaSARNnES FC7D�L.', JS 'TT+iII' .: `FAD ►- -- .!- eNTEri UY S JDS. IFS �*°•-� 3G+4EC?. NAI LINDA f�PIL.. XLLTA ., =-TYP SHEARWALL TIE -DOWN L 1•1 CAI.0 -LAH SH• see. PLAN 2XC.FJULJ(a J4TG. 23 10A ONLY t 2EQ. FLR. ENTRY ;A DETAIL L[(.. DANC IOLANG+. 4AEC. PLAN FOR LL -2 -- FULL NT, 2 '+/4'4) r„OL-TS 14/ SIMPimr55 PLAN .. .. 9 STAIR LANDING CONN. AGOVE -aaa Ptak! ,c--FlN. FL7S, 24 R.Y'ND. sa 3iGE R 2- I41xt2" }M}l�y HlYt`� Y+�'ir TOT4L'y uF WDOD STUB HALL. .CE. FLAN 15 STAIR WALL DETAIL Ii i.. 11 + Iy _) 7111 gErSXMA 1 API i ik i �l PS RAN KKR WALL I(o� a 100-c• NR,aApI:GO SEE PLY'WD.44gA11II14U <s�' k$J a TYP BALCONY DETAIL -m--T- STr 4.43reFt Cra a IS 51NILAPc 10 TYP STAIR DETAIL srP •l _ R R 6PeG'17. GYP-CRETE. 1/4'PLY'WD 5HEATNING (4.I EE PLA Nt5T4 5 1 FR • 2 I; /4x 12' HE-PO-LAN CMS, 31110 FVlI(BCYGINt�) r .Y G-I EYATORUWT.L '�; h /G�LLYAT 11��C.itLrJJ3e� '4' PLY'WD•srre_ATINke, , ftR TJ I FL". J. -see Row 1'�sFl rt 141 NIGFtc)- L 1.1 1 FLING . re_ADari 1 16 ELEVATOR LINTEL DETAIL >,21."4A52.514 !MOLT'S STL. MN•-sFx PLAN 3/e1TiiPU -F1; T5 +444?JIaecLhlrI4 • • ■ �I� rt Ji Fl I"!:' : 2 6E8 RAN FCR I+AI -I4.d c' *lac. CSTAoK.E.I.E) -(Opp O NN. 1M AYiCH'I 4 Pt-V HD. sIEATHINCA 1 P . _ ReauNr••tsee..Ne .es IFIi+ e4EN'L. Notes. (+T,SI T I -LblsT -6EE - -T al.ANG1 PANELS 2- G' w I(oO (STA GERED) --1,143 iagaS MIN. BFI. 13Ee 'N iOR WALL TYP. BALCONY DETAIL W000 W�IALL AFACYE EEG FLAN N Fl. cor4G. ToPPlnl;a -Kode 1'40..r • SPEG`D . GYP -GRCTE WiL5+i£ArHINGi CTY%' -) r;-i t7�tYJt�� l TYP BALCONY DETAIL PLAN 21. 'RIPPLE. e 2404- 1 xi2'.HICR7•6A+1 R!o0 at 124 I2.'O -G. SEE ARGH'L. FOR APON'L FiIX4441. .4 ,ca=.1 +?-.:QIAREMF?.FTS t0 R W hNLL. I3CtoW TJI PALCCTJY tJSTS. 5a8 Ft.AN, GPCN RAIL - .EE /•iiGi` L, c.c.NC..11:R2P1Nca- SP$ AP e-.14 4444 Pt 4 D SHEA1HIFYa ---- LGONY Jo,srS �r -r-+G• C M LANG CeND GF S UD 4ALL 3E- OND) TYP OPEN RAIL BALCONY DETAIL 21 CONFERENCE RM. DETAIL 2. 2 CONFERENCE RM. DETAIL 5/4/) -t A 1.129:•4 c4 •WAU.'S A2W`L $1J2ATNINq (TrA) See. A2cH'L °IJFtA2 Y„al.L • See. PIAAI 414 4E.wz .4L FLYWooD . 111124 'T' lol►IT •Ok, Ndr uJT K- /boo Orr J.-ART i9LA:-1 rm. WALL -SET. pti4.1 aGE PLAN Fes" MALL PFtltt is I5ULD 3 4 TJI �BLKNCe- P!W6L- �J� IIoROy,�gtL y�• �FORHA IN E6HE'.iry,Ld.LS," 56E PFop; WAt-L LO W 6 TYP HALL WALL DETAIL 2- 2xHEAD R 1.1/e4-Cr tc F CR 512E 4x NCAKiGRS HAY ESE U6a2 INS1 .AD c V 2 -2.x ...., `cEa✓ SPAN HEADER SIZE NO OF CRIPPLE STUDS ';D.S ; 2; -.2 xG. 1- EA. t,NC, . _ y -2.a C- ea -a:40 n 2- 2 r10 1- eA•Eft 0s14Od 2•'2x12 2- EA- ENP. R-AN FOK H•a■OERS GPFAT•BR THAN 'I' -o" GRIPPL.E STJDS - sEE-s✓kED. FOR coLNT. TYP HEADER DETAIL W /SCHEDULE 2AL. 4'aG -soot E'CALCCNY PAIL. 51NP <,,ppNr� %i'3,5 "RANNYx APL'ti►O�{5 a 1 -4 06. 4.7NG. T'OPPIN_Y- ARCH'L, °14 PLY''WC).- 5•LJ.TNING3 --Jt'pvtoHYJ5r � FtAJ GQOr°Y?INATS SR,+GINQ v, /DGyJNN APG :-. e..coA.O . FAAWftiCa AI�HOKS aux, DiMEAPNOoN UNE ((Jdo OF b =1-4ALL CEYoNa) TYP. SOLID RAIL BALCONY DETAIL --- I'GN"texD ewp-csktaM - 3,4'rLV I1 . - 5lli:8Tlhil TJI FLR- LJ5T5-SEE;t'tA4 VET li 33512 H1c -LAF.t bH• -sr TiAt1: TYP? SHEARWALL DETAIL 4 TYP CORRIDOOR DETAIL PRINTED SEP2i 1987 PORTER•DONOGHUE CONSULTING ENGINEERS J 1 h 11111111I11111I1111, 117, r111111II111I11111111111111111111111111111111 11111111111111IIIIIII111111111111111I111; 111I1111111I1111I II1I1IIt1111111111 ;Ii11111I11111111111111 (1;1111111111111 crrY OF T(J1'SJILA DESCRIPTION , REVISIONS ALL MEASUREMENTS MOST RE CHECKED ON THE ,ICS BY THE CONTRACTOR. ALL PRINTS AND SPECIFY"ATIONS ARE THE PROPERTY OF THE OWNERS MUST BE RETURNED UPON CpMPLETpN'JF THE . WORE. AS A. ANIQERS N BJORNBTACI KANE JACOB'S. aNC CONSULTINO ANO1 II*0 VAULT HAAAIOON . wA. •AIWA'' ^ IN ASSOCIATION WITH PORTER - DONOGHUE CONSULTING ENG1NeERS. IT' . Iq mn uv. %CV a3J' WMMa •LM MOS =ISTF'JIFD- SERRT TIM . MTh OF WA9R94610H JERRY THEISS . ASSOCIATES INC a.c -rtc* C D 'Pt • I CONSYat {P ON's 4040 BROADWAY SUITE 410 SAN ANTONIO,TEXAS • ` 78209 » (trrio corporation INTERNATIONAL HEADQUARTERS .; MARRIOTT DRIVE WASHINGTON , D.C. 20488 i SHEET TITLE - %,... .. TYR FRAMING DETAILS DRAWN APPR JOS SCAtW A4 SHOV/ gt.. t121- I1'2 "-a_ -�iO'PI -Y'WLZ 51}FATHWNCa 2,41-40.00 EANO ELKNcl, Wool) EE �NAFTERS ! •1HPSDN "H2S'ANC1iD% -S -TOP Rs eZ PLAN HALL TYP LOBBY ROOF DETAIL • SCALE: I• = r -0" TYP 7 PORTE COCHERE DETAIL \41i T 1111> 2 'Wa7U FIRE <.P/e.:. PROVIDE 1'/2" CAV6R ALL rt7. [+-U -LAN Hip 2r- I5.(TYI?) 'SEE FLAN E.L.= 112'•t�/ti 3- h ILTs W/WA•�NEFt�•, EA.PJI. 10x12 " WIDE i2 3 /rs2Y>'x41/2r i2 PLAN 13 PORTE COCHERE PEAK DETAIL •■'/2'rYP '4 o- 1 �h! 'S ALL 3M. G 19A ONLY covER ALL L.xt=06 D B" IZ's vs/.2..x FIRE (LU•sAM i✓r 1s (SEE PL.. TYP. 1/4 PLAN E3ASE F2.-3•19 <I-"1• '/v- 3/4"4? i3�JL.T6 5R3" PLY'ND S05ATNINa Wco 11.05s - 555 PLAN 51MPSON'HeANGHOPS e4•o "0.C, loop STup WALL SCE PLAN TYP LOBBY ROOF DETAIL. /e FLY'ND SFEATHIr� Zx t3+,No 3RD. OFF AF TT:"RS IHRSoNI 142.5 e.4'-OO.G, 5rE$ PLY'WD,SHFATHING poop" "p FN TeRS(ON -54',E.44) tLHE 2 x/o IL 4'O• G, 224 T3P.ACE 41.0/>c. EI.• -1121 ikei GLU -LAN BH -SEE FLAN 8 LOBBY ROOF DETAIL ULU -LAH P-H. PLY rh■Cs 5H A'f r GLU -LAM F{IP em.-sae. PLAN Gur Tor TO SLOPE As SHOWN EA. A 1121 6I1-ItcN "L6U20 ANGIIORS t4/ FAc-TOFSY 6KEN 3 PORTE COCHERE HIP DETAIL 3 2x4 C1�4QC. -FRAME cur PENT OPENINcw! -,• sPEGIFIED LT. WT. GONG. FILL 3/4'FLY'ND. SHEATH LNG SI PSDN "14 2.5',- 4d'o.c. Floor RAFTEer,-,_-EE RAN 2xeANp 3LKNG. 2 4 2 G LU-LAM 5S-1.-65E PLAT: �- IF 1' Ca AMiNG 14 LOBBY ROOF DETAIL sEE FGR 2.00E �- RANINCa N:�r aHOwn;j cdJr. 2x BAND BARD ' PLY' 1,10 5HE°.THIN6 FW -TeRS -SEE PLAN �- 51HP`ON'Hz.e ANC..HORS a R�' D'O.G, 3'4' MAO <�- IEATHING c,LU-LAM RN. -SEE FLAN R6or J'STs. -5 es FLAN 4 PORTE COCHERE ROOF DETAIL 51..11211 1/2! RODE -rTiLSES - S RAN 81 GEC. D As REQID. IHp c4 nU21O" I{ANc,E is GU1 -IAN 8H•-` -FE pLAN noon J-eTS.' See PLAN LOBBY ROOF DETAIL i2 32(exP Ji,\ ,, < E PLAN F9,3 RFLJ'O.GRK.kers /-Y QUEST Ni`L'ir� ,IDEcOFTAE�.CP"IJ1k� . EL- =1121• PLY'•D• •HRATHIN2A 2,04 eAN Ps 2- r)IO.G, t�✓xa -= TRUs5E: -SE: RAN �+M),SON 4". 4-00-s. c2-H 2.5• G TFi USS 2,1K7EY,") GLU- LAM BM: SEE PLAN 15 LOBBY ROOF EXP. JT DETAIL 20 TYP BEAM CONN. DETAIL 2 I TYP BEAM CONN. DETAIL 'l_ 112242----., -see PLAN TOR PAWr FaA4-1Ir4:., (Nor SHoWN) �4• I/2 "45 Po W/ LTS LTS'H•.6T1°CGNNGCTOR ULJ -LAN EHS.-� -E PLAN 3/0' SE'S. TYP - /4"stsPALT! x 13'Al! N IYLTS ores tori:. cG�, RE: NOT 5♦ NE IVR GWpTY ELEVATION is PORTE COCHERE DETAIL 4=G •STL., GoL, r 22FIREESL.SGKING (NUT sFbNN) GovE$ ALL exPOsED SYL, ie .m3 x 5V2 3/51.,&7%4-2 45 -5" TS col. -SEE PLAN • ; 5 TYP BEAM CONN. DETAIL s TYP, 2x WAD FIRE 5L.44Jc -.(Nor NtJ • GoYER ALL EAR, STt. GRIPFt� WALL. 4-'V0 sL c•V2 K O' --I'FA • F•AG.E. G,uJ-LAH1 t 16 -SEE Ft N 13pPE M. ENDS rap. ANC -FOR f�•>_'r EL.-=-112!-We �4- V2' 5501._-r-5 tL3 /P5x 1xe -a' I.' ou1- IL 3"ANK.1-12, eCePS 26 LOBBY ROOF CONN. DETAIL Llo /2' Pt -YWD SHI:ATHILIC6 2.4 t. AFFEEftS 21.-0'QG, 2x RAND MAW,. sIM %CN �H2.5 "�4o'oG. 2.4 a11- 410.4, -FRAME OUT VENTGPSNINGaS. 3/4" PLY'WD. S34EATWING 51MISoN '1.12.es41-0bc, EL: 112 = II'2'S Noma MIN F' oc F TRUSSE -+ (.sF�'- PLAN)eRAGE ENDS AS RED. 6Y H. mum 51r1i'SGN'UZI'ANGHORS �� GLU -LAM SH -.sae' PLAN RooF J6r5. -6EE PLAN 10 LOBBY ROOF DETAIL 2V2'cExP. IJr) SEE PLA'TSFoR RtQ'D. I-L / tea" PLY lab.SF ATHir� <-EE UU 61 WING! FOR CETAIL5THIS SIPE GF EAR UT. EL.. 121. 1%2" P.DcF RAFTERS- 'EE PLAN 2x SAND FSLKhLa . �Ir W oN'H25 &4'-0o.G. Z 4!� IL4 QG 2-,LU -LAr1 -SE£ FLAN O xC ARGI1'L, f OPS sLKNG, 7- cork.. ws PcHFoR SP sie PLYINICL SHEATHING F'GYoF LISTS. - SEA FLAN 51HPsoN 'U Vol rIAN:.F -Pff, - GLU -LAN EN. -SCE FLAN 5 LOBBY ENTRY DETAIL -3' GuJ. AH EH. C TYP LOBBY ROOF DETAIL P.noF LIE,TS. - 5r_-.E FLAN 11 LOBBY ROOF DETAIL 12 LOBBY ROOF DETAIL 16 LOBBY ROOF EXP JT DETAIL EL.- 112-h! TYP. .ES PLAN FOR TrcjY�Es n �v� (Nor SFIOW- SI1-1 _,N GEE' HAW_,OR 2.wooc, FIREBIG- Nc, oN ALL S 1.• CNOT S11CS;J,'J ) GLU.LAM DM -�F RAN VLP ,S 2 1.GND : JR Bo LT HFADs _4- v216FL^'' r 2- r1:' -ice ,.SI /2x o1 -e4" iNSEr ,Nyro� ER. FACE Ts cot. -SEE. FLAN 22 LOBBY CONN. DETAIL TYP. 17 EL.• %��°1-12-- 1�2 -'� ca'/6 x /2 x ILL "(FAR SIM) VZsPEOLTS FA.t3N c�1oT ') GLU -LAII EMS--sEE PLAN PPLe w\LL SASS 11,2" GR -s,HP6oN 57-6.224 STRAP c,L11LA'1 ter, - eEc RAN ?YP. DEL. WALLS 12s eL..:112' -iV2' 22 aLCa.KM4 Fes,, S1t,'c WALL STUD -'_-EE }(AN 2xGRIF'PLE t - GRIPPi.z. STUDS --SEE. PI.'N CZ- STLIL S MIN.) 4 TYP BEAM CONN. DETAIL i 0 _r_ 2♦a -3x3xI ' �' ' /4<o- �/2CriEARS�� 2V^ K Ilx ILL° I'caPGL1T - Z-3 /esjel2 IL3'A4:4OF1 P.oLT e2-,- net 27 LOBBY ROOF CONN. DETAIL PLAN 1 2x WOC>P FIFE6LOe KING(N2T 4tIOWN) GOVEFl ALL ExPOsF_En STL, 23 /0xsY2zI' In 0.0 }$ e 2-7A ONLY) 4' x9.83nl/4xd -& /2' 44' A GNLY� 1:5Dt-TS a EA. ESM. CGATOT.Ai -) R& 21/'SC, FOR ADDN''L. ?gm LOBBY ROOF DETAIL TRUS - � IHGyT ?o T u HOnD -mot= PLAN H1�cTG arc' �/f- GLIr��E4 -�II.E LU•L4H r'H• -SEE PLAN ( -TU■ HAL;- e < H, e- -:4s.) u, TYP. ROOF DETAIL_ Nor HANG =ARS PUSH I.YOOD FTi9EF3 NNJT �I.{')WN) EEL- •t ALL -xPo �TE?L Lt- .e..M5. -SEE FLAN J HPPON ' EG'l HANGERS W/ RcGYR C3GLTS Tres? ('i' •c,,' HERE NDTED ON 1NOTE: EMS. MAY E GN ONc SsI<2E ONLY J 24 TYP BEAM CQNN. DETAIL th'ExP JT. G LU LAM i3H,-SEE PL•,N 51UPFA.1-ECGLM61 "Mk, NALL. sEE [...JEST" rkap RANs TAIL:s OF cXAp, •61.9N J1-. SIDE JUI.: G 1987 29 _LOBBY ROOF DETAIL PRINTS ISSUED , Imosouir NO REVISIONS DESCRIPTION DATE BY ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER 8 MUST BF RETURNED UPON COMPLETION OF TIE WORK. AN[7ERBEN UJORN3TAI? KANE JACOBS, INS, 'his CONSULTINC1 UNO1NllRl RRO WIST HARRISON ••r BTTTTLI. WA. W0110 - IN ASSOCIATION WITH . PORTER - DONOGHUE CQ JSULTING Er4 KNEE S. this. 1:0 64w K..] SW. fJTE 2110 MAIM T[01 Mal M.OlEC* ro tl fuel 6 JERRY TREYS STAU UL INAFRRGTON JERRY THEIS ASSOCIATES INC. uCN::ECTOME sNO PLM'S"' CONSUL AT10A 4040 PROAOWAY • SUITE 410 SAN ANTCNiO, TEXAS • 78209 anion corporation INTERNATIONAL HEADOUARTERS MARRIOTT DRIVE WASHINGTON , D.C. 20058 SHEET TITLE PUBLIC SPACE ROOF FRAMING DETAIL DRAWN APPR J08 NO (- 65'"2 ® 1111IIIf1111II) IIlI I11111111II1111II11II III III IIIIIItIIII III' II II 1111111 III' III III 1I1 !Hill III111 II111111111t111IIt1III IIH11111I 111II III II tl$I1I11IIIIIII 11III111p11 ' lit 111111111 • • • • 5t/P9 PLY'WD 51-1EATHINGa WOOD �' 1-P LJ PLAN 2x4 amps JD; G•'• 2'-d10.G.0000 sMPSOiJ 'H2" AKic.HOP, e- 4 -0" o.G, 5EE PLAN FLAN QIMENaION LIN=n 1 TYP? ROOF EAVE DETAIL IA • 7 TYP ROOF DETAIL !.109P FACT r �iS Pt..AIJ ,- -- 5/S A.Y'W D 541�ATN 1 N <� x P L- I•C NCB '� ----- 6I M P ON M 2.5' ANC-HoP 4' -c, •4-• G.LsvATG,12-% SI.4AFT _ SeIr AJ 144 -. . GCI LI NG� PI 1-11 Nee. zr� 13 ELEVATOR SHAFT" DETAIL. • E .L,z 110 - 10'1'7 GYM & wit -1 .-1C<l 5 Imo+ _ CPr I ?� Sri o 1 2 SOLID WOOD IiLKIJ . SPTIF11wIC� I.,.'f: WT: GONG. r3 /4-' all WO HEATH 11,6 a• .. 14CCO 61111, NALL/ 1 1 PLAN PL' /WID, SHE.A11-1 INCa Po G,F 'i1sV5.5 -15ES PLAN 3� I' sIMPsQN tF121'ANcHOF• e q -' -ca" O.G 3- PLAN FOR WALL. EXT. WALL DETAIL 5 /8M`R-Y1,1 D, 5th= .ATN I NCa 2x4 e. 11- 4 '13' ftY'WD4i4 ATHlN(s 2x4 D(E tJAIL..O -fro -('S -51JT 12x4 BuL.KN/��.� SH WAIL -5) Lke r5 WOC7D '�TUP WALL PLAN �3 TYP ROOF DETAIL t- 8t, PLY'WD 4•1it=A1"I- IIt1.:./ ✓4oc o TRL 3 -see. FLAN 21cs eAND l 04\1D 14/ 3- 2A NAIL' IQ- EA • TRUSS f lHF2 ON '1-.5U" HAVAE -Ss TI~SLIS :S EiP,AC-IN:. /Ns. REOE L . 2 -- -•-WOOD FT - PLAN .1 .LLa ockl2 ', _ 511.AF`r . - - IHF s N f-}21 ot\Wc.,t•i©R , e- 4= U Wo©D 5TL1,D _ ,A. E.E_ PLAN -- - - 14 ELEVATOR SHAFT DETAIL -17.1 RdO 41014TS \ 51P-11 N_" 11i55�S5I2'JtA/I6EPS -•-2x 12 MAN1I 19 SPA ROOF DETAIL `.- -..541 PUMP Y'WP 61- ATNJNCc L. 17fi•�LI�I� EL.-= 1 121 1 /211 real =u -5 PLAN SI H P6014 '14 2.,5" ANC -HCX-6 � 4' -U 110, G. 1..0 -LAM P'$H - SEE. FLAN U -TOP cHcOP,t� ex1- t4 6It, J PLAN 25 POOL ROOF DETAIL ......rrw K;tcsllt'w,Q.ICN",.iY[ f3l.ixx. I�1M. LINt 2.4 e E3ANM l3G1AP41 ) TGIFaFD Lt WT. 2/4 PLY'WD.�H AT IIt TIJI - r F 06-F5 6 P L 4.4 1Joc t LO -J 5 PLAN ;() SPA ROOF DETAIL S /2.'112LY'Wt' 61,1EATM I Oka �•L. -a I 1 1 �2u \ 2 x•soLID NOCD eL.kNGq - P 000 rR 5,.P,•5 LP" AN ..•27,IMt -' N 142,1:5 A4.::Nc:4;t, APDN' L.. TOP It 6P'54..'n GdNG. i'o VILA EI..KN(, FIN,e." -PPiAS IMI6oN ''L9o' vP �ru cr 2 x i2 BAND e4 A124-.) .IM1 .aN t11 U 3,12.`'I4Nr :P /-Zx -5OLI D I5I..101Gi, • 1 5,4011 PLY'WIP, 614I;AT+1INCa EL.:- 12a-1014 --- FzoC) RAFTEP15 - SeE. PLAN -511P oN 'N 2uANoHoRs e 41- 0"0.c, � I l� 2x4 e - o oc.,cL.NCa. L15T5. 6se. PLAN FOFi WALL 3 TYP EXT. WALL DETAIL 11 • 'e 1- �..Y`�11� 0 -i-ft Nc./ C. 1 VW-555s E.S;1'v1 - 611r-e PLAN jR'D. GLAtJr.ly QTW hd : Tis3�55 Ri HK4- 4'L.... G A s creR 21c 4 aL -KNCC. a 4'-d • WPsIMP5c4.1 "rTG'' 'CLIP Wocuo °+W WAL.L6 -6ce #=LAN TYP ROOF DETAIL S3 1 ?."c7.G: /7"-KOOF. i RIJ5S5S --S! E. FLAN PLY' WO. sHeAT14IN 2 ,r• W0.M12;$ t3LKNca1. x4 6i1J (4 ov5 5H gAL -L�� ONLY*) 4.1 1.H P. ON 11 L4I& X e 12'-d' a6, 0-iP+X Y) 2.044 , WooL I .KNU. ---- 51MIC71J 'N 611.4P5 N TS9 ° 111 t t-x35i Ne-1 WOOD bJ iI4AL1. .5M R.4+1. 4.scHj ILE • hu55 pa'T• c41OrkD 7 (P 1 ,ars1.1a JAI Ls� 12(o'• Id /4' ) a 4A ONLY SEE FLAN FOR MALL TVF TNT. WALL DETAlL 4A 10 ROOF DETAIL C .5./p "its JtD - HEA?'HINCa - 2x4 Trt I PPI Ncm e bLIIPF RR T fr. mEQ'rt 5/e PL`Y''W D �H kT#•FI NCa izi+ 5 -cam, PL&N -IHPON "1J24° JfiANcyler-vs FiQ�r 'fP1LISS GIP1Dt -ice < FL 34 aHF oN 'A 5' , Ics e4-040.c. EUL mE= 1 E,/5"1 J=CS - ..1 -1F2 'STC GUP • 2,4a atmci. i;1F T}RL.iCS- 'S FL..aN 4-- 161 - -51D� r,< I r "fi Cats ,P-vsia I N PAI , WUQD .TU •1{EA'RI- 4AL.L. FLAN # 5/4' 11..Y'4 r4i;ATFEINC4 T -TOP PD 'IMPSON cuss d55U' e NIP VOFI1~.l s TYP. ROOF DETAI L =YSp PL' - 4b. -sI.1ea- n41Nc„ o1° fRAe* Ti<:P -:S J< FLAW 5i14P6c: "UL4' Wa4& PP6 ' $C F •IUss s PLAN RE' O /-vr F Prk 'Tpq,l 5 F,D -1f1 4i Ftc (oHir c- slt�1, GOPJtaInQN� 5/8' PLY'Wr' -SU TH I N Cx 2 >< 12 coNT. aAN D JAGk RAF1 f -sip RAN CON sNIYJ' OoR RAFW (•S- t-T 6 TYP VALLEY DETAI L i ROOF DETAIL 12 5 /i: PLY'WJD.'511.A11-IINU IWF TJ�U5S 5- PWN 1f••cU ''=S ? C,i N CA AS Redo. 13Y TFt$iJ<S I✓1 . 61HP" -.AW +H2" / k. -Ps Io4," 1t0 WALL.. "es PLAN 15TYP SHEARWALL DETAIL ROOF 16 TYP SHEARWALL. DEiAll. ROOF 17 TYP ROOF DETAIL 2x5QLIP BLKNCa. 51 =0 .4: P ICO L.T. W T• /411 PLY'I1JD II:ATHI k r ".:/ €; S11.Y'wD 41tA1TH Nu ..100E , r LL --- ,- /--- -- 2x0 b !�o E.A? 'rt/ 3- Iro htAl !s Td I~A • S, O ;IRS FR.5 ▪ PLAN IMPacN Lam.!tEg`�' fi . tOIM LZt et t i • iEs 13L.f . DiH• L C 2x2, Fe .--Ti! 1"LtR JST� �I .• �tAi�I < -• k1C010 +rJA,LL "x/14•'' FLYt,1C,.61- kA114INC7 Vi01 7 E`H , - a: FL N ..r.5PeeD CaYF -GRE.T 2x4 eANo zAS 1 0 WAU.- Pt.AIJ 21 SPA ROOF DETAIL 2.1f 29 tsx11 dt" I 140013 A ii2 WALL. RN 1141 12, or 26 POOL ROOF DETAIL 3iP 11 4;'"ct -1 fL -LET INTO -STUt (Fu)5&) L_i. LJr cc,NG.- U4° I''I.Y' W D 51fPrATI 11 tJ GI F-- -- -rU 1 gcr - 1c�Isrs - tai TJ i BL_ 15 x X24 LL.V TRE'laTe-b 2x4 Ie. I/43' x ?S'e.C.N T- "I'P1.ON 1/41 L3oLr w/ 1•JA61+ef •r , .11.41'O 1 slorr E6, rINGIVA 2 x rho D.kNU1. �T'R / 511cpeoLT.5 uD !' 4''t:n.G. , L.CY•A 1 r C of . I BANG:4S71J 6se t 15/ z 2.xe ca:r: '' ENTRY DETAIL - mss Pc. Wry 2x6, a .2. %i2 • -�-- - K I° ANL oc 2 7 SPA ROOF EXP. JT. DETAIL 28 SPA ROOF DETAIL 2 3 ENTFY DETAiL. 2i) SPA ROOF DETA I L� • m Ar I '' 1 ' Veit* it .:dius+tn. -:ra., s +.+i'✓+L- Y t -a .:�irU'6Y"G'.:ix.c w{. r'Re:r'WL.:iti�1: a ....r...- , ,.S J'.•P- ,....r:� .., k.f +.+.::L. ! "C... taLDCa.D!N N51c'tJ L.IP1 . FL.Y'Wo - ATHINC* - #?E = 22/5'1 RAFTER c:.raN NEG•"s 1 -- -- ---- 2 x I ICCI L.31..L..K114.*. Pcoo� r AFT�'ti� -.ate PLAN .51HP5 O I F4 Z- At HoR -s 41-©'' O.G. �--- -- > � 12./S5 Ri 1 e- P, DETAIL. ML.1 3W 2 4 ENTRY DETAIL L,t)2. : '3- 2.x12 a I.'2 E oL-TS W /.I A:iiFlES .'t� PANEL CO6N/ N F y /4" 4. L. ib + TIeiA gdT". HORD ALKaN Ti11A I4 /5 -2.w 12e ,c 30 30p` spy RooF aE-raIL REVISIONS BY ALL MEASUREMENTS MUST BE CHECKED ON, THE JOB 13Y THE CONTRACTOR. AU. PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER B1 MUST BE RETURNED UPON COMPLETION OF THE WORK. A14teiE , I3J11 IVINSTAb.•- K AIMS JAfCal BS, COFJOULTlNGt snit9ierv,B111:4*ti 1220.. W 3 T r•APR1191ON X 88AT•vt.E UVA. 90119 1N ASSOCIATION WITH PORTER- DONOGF- 1I,t„JE CONSULTING ENGINEERS. INC. 1 t0 W W W$JT114OAp SOUTH SUITE 2/p AUST14 TEAA3 7$11 +1+oJKr Iro 87022 n16 ARC8ITECT JERRY T HEIS SIME Of 9F •SON 9ek44-- JERRY THEIS ASSOCIATES .c ARCi•.TECTURE AND PLANNING CONSULTATION 4040 BROADWAY • SAN ANTONIO, TEXAS SLUITE 410 • 78209 5E z (I) ILI: et tsfi °a► Aarti corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON , D.C. 20058 SHEET TITLE ROOF FRAMING DETAILS DRAW N APPR JOB NO ISSUED •7.7.4 SCALE AS SHOWN c-esO DWG NO 57 x 746 .i.-rK ,714.4$0;$4.k.t `:,.t..... :4tf'',..tlr ,.:= .taAINr' 'znaTA'ed$:1.:Lt.FiaY.f: t.w; :44)W 4E:VA rAn4xr :41 M:1 te.ter . .11.. s»CSZifiesia tiros 1f 11I1`Il111I1111111 0 14:11! INCH 11111 1 11111 1 11111111111111111111111111 1111111111) 2 3 4 11!11111I1!11' 1111111111111 111111 !111!1;1!111!1)1!111111 11 111111 !111!111!111!111!111!111!111!11 6 7 8 9 1 "'AN ;,4&rPNANY 1 2 Ls T1 T2 (ALSO TG -7), T2A T3 T4 T5 EQI EQ. T6 TII J4-6"., 4'- 661- 611 T7, T7A N s 1, 41 -6`4 41 -6"iL 531 -7" 391 -l01e T 7A 41-611, 4-4 631- 611 T8 T9 TIO REVISIONS EQ. EQ. 11.-o1/4" ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER 8 MUST BE RETURNED UPON COMPLETION OF THE WORK. TI2 TI3 1 , _ 4 -6 1 ( 4 -61. 69' 611 TI4 (ALSO TG -8) TI5 (ALSO TG -3 ) aJO Ft tart 0. KAN dAcaN* 1 COI/Stn. TIN* viNottmenta#1 R26 WAIST ei4ASIMISG!Il! : SEATTLE -VV •':�.¢`14fi 1 NOTE : SUPPORT POINTS FOR" • IG-5 TRUSSES( --TG -4 ONLY ' SEE PLAN• FOR SPACING NOTE: SUPPORT POINTN FOR TPL�1N1 FOR SP CI N 71 0/2 I1 NO OVERHANG r `c TI9A tom tn PORTER- DONOGHUE CONSULTING E INC 110 ws1..D SAS:h J10.413 SCUM a$TE no mem mos non PoOJtcY IVO 87022 1 52- 5112$ 231- 7k2IeTG -1 3I' 6/216TG-2 3 :1- ?I / *. 11 3. -2/2 TI6 TI7 TG•I , TG -2 TI8. TWA, (ALSO TG -4) TO--5 T I9 ,,T19A TG -6 .GUEST WING ROOF TRUSSES AND GIRDERS ACV ~ VARIES 2II -8 2/ LTG2 VARIES 2 ! - -8 t' LTG3 4040 BROADWAY • SUITE 410 SAN ANTONIO, TEXAS • 78209 16`.;- 011 I, 381011 LT I (ALSO LTG I ) LT2 (ALSO LTG2) 381011 LT3 251 -61' Iq1- 10/211 32 L41/21 41 LT4 LT5 LTG LT7 (i,LSO LTG3) VARIES IQ -8 LTG4 11 -0". LTG4A 32' -8V 1 _(0 O 1 :c) 27L3" • C000011111•11 1- I N 4. LTG 5 LT8 ( ALSO LTG4 LTG4A) LT9 451-86 25 '-10` LTIO PUBLIC SPACE ROOF TRUSSES AND GIRDERS rriott corporation INTERN AT ION AL HEADQUARTERS MARRIOTT DRIVE WASHINGTON , D.C. 20058 SHEET TITLE ROOF TRUSS LAYOUT DRAWN (1• DWG NO 91:3 •%SQWi0:11A,i6]4Cf.0 I1LX'LitrAal'� rY .,..�� e•'ar.. �Ax3�7C3ZN •{�7Uri�ci'.Y�'G'riY{'y!r 11 .a1:m � 'Udt i + +i2tG:'3 ;Y.Y?Stlt '�'l'3a'n, 7•tiL. A.xi�:i �r.`I•II 1 d1aS`s"'�:;N..,, i.4,✓i''�i, a ..!'.G'i.'rww y -, vwYykA" Ye% e.';:t.)i. J'. r: ^� .;:.i r,∎r,A,e 41 .,.;:4.91:✓ T7+ Y.c.' S'Ara nor. II1III1III1III1III1III1III1III1IIIIIIIIIII1III1III1II 11III1IIII1II1II1 Q 16711! INC.. 1 2 II1III 1 it I • • 5 11111 1111 11111111111111111 II IIIIllIIIIIIIIIIIIIIIIIIIIII1IIIIIII IIIIllII1III1IIIIIIIIIII1IIIllI .....6 ......,,... _ 8 9 Ill 11 MAN"" ("4N1 12 , , !,!!.• • !;) r-1 f T ; 1, ! 1 ! • -!•• 1 Grze^se wirerzeeP. TorZ.,6e.E.PETAILs 2ol, 707 4 t ; 241trZrZ16,6,Tle:44 'SEE / Lyar,•1125CAPESPE-Jc* , 6115,40 58a Ef,MLov/GIC.46. seE GML I71.44 For2 4:410,117 4W OCM. ci EEST7 1200 FU. i 2‘) 6psii II L114. sea Firze, Prz7-r-ECTla0 LJJ Ei I i I: t ! 1 _L.__ L. 1 ..._ i ,._i, .. t..... . I ' 1 1....._i ,--) i Ir----- E....J1 1 rZEFMrZ. 4.rvt L ForZ LocATIc7i4S, C,F ALL 6rra PLAKI uT)tI-rI ES. II GA•5 IN 61,1E Arric . .see sH-r. Pz5 Foe I cosit 4 r7e-rAL.. eral. flTJJ 1 -6A5 Meresz 4 ae61.11_,6.-reat2. As rZezziJIMEG, Ftra 4' vie SUPPLNICESY LITIL. co.) -1" !!! 1. I I 4" rZoop PrzAIKIT..5 IS3EL01.1 GizA0e IVIL O./c: For cap4-rmitJA...-ric.N G .r- • L. rF Andover Park West fA \ 1 1. SITE PLAN - 3O '-O • GENERAL PLUMBING NOTES: • ALL PIPING THAT IS NOT ISOLATED FROM PIPE HANGERS OR BLDG. STRUCTURE BY INSULATION SHALL BE ISOLATED BY METAL BACKED FELT SEMCO, OR EQUAL. NO PIPING SHALL BE INSTALLED IN DIRECT CONTACT WITH WOOD OR METAL FRAMING IN THE BUILDING. ALL CONTACT POINTS SHALL BE ISOLATED WITH FELT, SECURED IN PLACE. 40 ALL PIPING RUN IN ATTIC SPACE SHALL BE INSTALLED IN SUCH A MANNER THAT MAINTAINS ADEQUATE CLEARANCE FOR THE ATTIC ACCESS WALKWAY. ALL VALVES SHALL BE ACCESSIBLE FROM THE WALKWAY. • SLIP JOINTS INSTALLED IN INACCESSIBLE LOCATIONS WILL NOT BE ACCEPTABLE. O INSULATE ALL COLD WATER PIPING IN ATTIC OR EXPOSED TO COLD OR HOT CONDITIONS. • COORDINATE THE LOCATION OF ALL UNDERGROUND PIPING WITH ALL OTHER UNDERGROUND UTILITIES INDICATED ON THE CONTRACT DOCU- MENTS PRIOR TO INSTALLATION. 4 REFER TO KITCHEN EQUIPMENT DRAWINGS FOR EXACT LOCATIONS OF DRAINS AND STUB-OUTS FOR CW, NW, AND GAS. COORDINATE ALL KITCHEN WORK WITH THE KITCHEN CONTRACTOR. . CONCEAL ALL PIPING IN FINISHED AREAS UNLESS NOTED OTHER- WISE. .• 511401^4eNE NeAr>5 04 citJa5r- aooMs MLLE-.E FURNISHED BY OWNER, AND INSTALLED BY CONTRACTOR. O SERVICE VALVES SHALL BE PROVIDED ON HOT AND COLD WATER BRANCHES TO ALL EQUIPMENT ITEMS. • PROVIDE GAS COCKS TO EACH GAS CONSUMING EQUIPMENT AND GAS REGULATORS FOR ALL EQUIPMENT AS RECOMMENDED BY THE MANU- FACTURER FOR SATISFACTORY PERFORMANCE AND WARRANTY COM- PLIANCE. * PROVIDE UTILITY ROUGH-INS AND MAKE ALL FINAL CONNECTIONS FOR OWNER FURNISHED, CONTRACTOR INSTALLED WASHERS AND DRYERS IN MAIN LAUNDRY AND IN GUEST LAUNDRY. • PROVIDE UTILITY ROUGH-INS AND MAKE ALL FINAL CONNECTIONS FOR OWNER FURNISHED POOL EQUIPMENT. COORDINATE LOCATIONS, CONNECTIONS, ETC. WITH POOL DRAWINGS AND POOL CONTRACTOR. • ALL PIPING, DEVICES, APPARATUS, EQUIPMENT, ETC. TO BE PROPERLY SUPPORTED AND BRACED VERTICALLY AND HORIZONTALLY IN ACCORD WITH LOCAL CODES AND AS REQUIRED TO PREVENT EXCESSIVE MOVEMENT DURING SEISMIC CONDITIONS. • PROVIDE DRAINAGE VALVES AT ALL LOW POINTS OF ALL PIPING SYSTEMS FOR COMPLETE DRAINAGE AND INDICATE LOCATION OF SAME ON RECORD DRAWINGS. O ALL EXTERIOR BOX HYDRANTS, HOSE BIBBS, ETC. TO BE FREEZE- PROOF TYPE. • PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS ON ALL FLUSH VALVES. O PROVIDE VACUUM BREAKER ON ALL HOSE BIBB & WALL HYDRANTS. O OWNER FURNISHED SHOWER HEADS TO HAVE 3 GPM MAX. DELIVERY. SPECIAL NOTE: STRUCTURAL SLAB IS OF THE "FALL-AWAY EARTH" DESIGN (SEE $TNIC.). ALL PLUMBING BELOW SLAB SHALL BE SET IN OVERSIZE TRENCHES WITH LOOSE SAND BACKFILL AFTER TESTING spc171 THAT ANY EARTH MOVEMENT WILL NOT CREATE UNDO FORCES ON BELOW GRADE PIPING. ALL BELOW SLAB PIPING SHALL BE PROVIDED WITH HANGERS AND SUPPORTS APPROPRIATE FOR THIS TYPE OF SLAB CONSTRUCTION, PROPERLY SPACED,I)ROJECTING ABOVE THE SAND BACKFILL AND PROPERLY IMBEODED IN THE FLOOR sop. SUBMIT FULL DATA ()N PROPOSED SUPPORT SYSTEM FOR ADEQUATE REVIEW AND APPROVAL. 1' 101•111111MW PLUMBING SYMBOLS ITEM. , NEW PIPING PLUMBING VENT SEWER, SOIL & WASTE COLD WATER HOT WATER DOMESTIC SOFT WATER WATER SUPPLY MAIN IRRIGATION PIPING CONDENSATE DRAIN NATURAL GAS ROOF DRAIN PIPING BALANCING VALVE BALL VALVE GLOBE VALVE GATE VALVE VALVE WITH HOSE THREAD PRESSURE REOUCING ,VALVE BUTTERBALL VALVE PLUG VALVE BUTTERFLY VALVE, MANUALLY OPERATED PRESSURE RELIEF VALVE THREE-WAY CONTROL VALVE FLOW CONTROL VALVE CHECK VALVE i\ VICTAULIC COUPLING F.D. FLOOR DRAIN DESCRIPTION REVISIONS O.S.D. OPEN SITE DRAIN (2)R.D. ROOF DRAIN Ei2 SIGHT FLOW INDICATOR Y--- —IVF------ 1-111— — 1.1.11— —111814 FLOW MEASURING DEVICE BACKFLOW PREVENTER REDUCER, CONCENTRIC REDUCER, ECCENTRIC LAWN SPRINKLER PIPING —"— TEST PLUG, (PETE'S PLUG) R H.B. W.H. •,-.■•■■•••±/ PIPE ANCHOR REFRIGERANT PIPING CLEANOUT HOSE BIBB WALL HYDRANT UNION FLANGED JOINT ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNF:R 8 MUST BE RETURNED UPON COMPLET,ON OF THE WORK •••1"" OF ic9 • e PAUL •\.y S I 1.8ER, JIV. 12236/...M5 ‘-‘k 1- 14-g/ WASHINGTON REGISTRATION APPROVED ANDPENDING ISSUANCE OFNUMBER FLEXIBLE PIPE CONNECTION THERMOMETER TEST OR CONTROL BULB WELL GAUGE CONNECTION, NEEDLE VALVE STRAINER P.-1 • PLUMBING FIXTURE PRESSURE GAUGE THERMOMETER SATZ ScrES CONSULTING ENGINEERS INC. 8622 Crownhill Suite 201 San Antonio, Texas 78209 (512) 826-6392 4776 INDEX OF DRAWINGS P-1 SCHEDULES & SITE PLAN, LEGENDS, SYMBOLS, GENERAL NOTES P-2 PUBLIC SPACE 1ST FLOOR - PLBG. 1/8" = & ROOF PLAN - PUBLIC SPACE P-3 GUEST RM. 1ST FLOOR - PLBG. 1/8" = P-4 GUEST RM. 2ND FLOOR - PLBG. 1/8" = P-5 GUEST RM. 3RD FLOOR - PLBG. 1/8" = P-6 MISC, 1/4" SCALE PLANS/DETAILS P-7 MISC. 1/4" SCALE PLANS/DETAILS P-8 MISC. 1/4" SCALE PLANS/DETAILS P-9 MISC. 1/4" SCALE PLANS/DETAILS P-10 ACOUSTICAL PLUMBING DETAILS B.F. 0.H. U.G. C.I. G.I. V.C.P. RZCISTERED ARCHITECT JERRY TREIS SAT OF WASHINGTON OVERHEAD UNDERGROUND CAST IRON A.D. ACCESS DOOR V.T.R. VENT THRU ROOF INC. •RcHITEc71./RE Ah PANNING coNstwritTioN 4040 BROADWAY • SUITE 410 SAN ANTONIO, TEXAS . 78209 DESCRIPTION WASTE PA1 WATER CLOSET P-1A wcer U554) P 1H J WATER CLOSET PLUMBING FIXTURE SCHEDULE C.W. T.W. GAS REMARKS WATER HEATERS PUMPS NOTES FOR PLUMBING FIXTURE SCHEDULE: TANK TYPE. (2) FLUSH VALVE TYPE. PROVIDE SHOCK ABSORBER AND VACUUM BREAKER. HANDICAPPED TYPE. 15" FLOOR TO RIM. 18" FLOOR TO RIM. FLOOR MOUNTED. COUNTERTOP • STYLE. 38" TO TIP OF NOZZLE. •4" FLOOR TO RIM. 24" FLOOR TO RIM. TRAP STANDARD. 33" FLOOR TO BOTTUm OF BOX. COORDINATE WITH KITCHEN DRAWINGS. figE: AOMCH. cm;kefrisieT csTAILs. . lee ARCH. FOR VALVE 4 HEAD MoUt4TING. 'HOT WATER DISPENSER FOR EACH GUEST ROOM. SEE ' ARCH. DRAWINGS FOR MOUNTING. SEE DETAIL 703 FOR PIPING ARRANGEMENT. OWNER FURNISHED, CONTRACTOR INSTALLED. INSULATE EXPOSED NW PIPING AND DRAIN. SEE'SPECS FOR ADDITIONAL REQUIREMENTS. VERIFY VALVE AND HEAD MOUNTING HEIGHTS WITH OWNER AND ARCH. DWGS. SEE SPECS FOR ADDITIONAL REQUIREMENTS. PROVIDE CHAIR CARRIER AS RECOMMENDED BY MANUFACTURER. P-1AFIJ WATER CLOSET P-1B WATER CLOSET • 2" 1/2" sLAVATORY, 1/2" 0 MARK WH-1 LOCATION MECH RM 1033 MECH RM 1033 MECH RM 1033 TYPE GAS FIRED BOILER WH-4 MARK HTR. RM. 1009A DESCRIPTION GPM HEAD (FT.) SIZE 280 MOTOR RPM PUMP TYPE REFERENCE MODEL NOTES STORAGE TANK GAS FIRED TANK STORAGE INPUT (MBH) if.32d7 RECOVERY (GPH) Z191 URINAL SERVICE SINK NOT USED TEMP. RISE (F) r•REFERENCE RAYPAK WT RAYPAK WT RAYPAK 120 PVI 125A-G REMARKS 1/2" 1/2" PM-3 & PM-4 EST WEIGHT (LBS.') NW RECIRC. BOILER RECIRC. WH,2 1000 1/3HP-120V-1PH 3/4HP-460V-3PH IN-LINE 1N-LINE TACO T13 • ra 1/2" GENERAL NOTE: REFER TO SPECIFICATIONS FOR SUPPLEMENTAL INFORMATION SERVES GUEST ROOMS, KITCHEN, PUBLIC T/R, EMP. T/R AND QUEST LAUNDRY. SERVES WASHER/EXTRACTORS IN LAUNDRY 'ROOM 1009. VERTICAL TYPE, GLASS LINED STORAGE TANK FOR WATER HEATERS MK. WH-1 AND WH-2. COMPLETE WITH TEMPERATURE GAUGE, LOW WATER CUT-OFF, SPARK IGNITION, AND FLAME MONITORING CONTROLS. CONNECTIONS: W" DIA. TYPE "B" VENT, 1-1/4" GAS, 2-1/2" WATER INLET AND OUTLET. COMPLETE WITH 2 PASS EXCHANGER, 125 PSI RELIEF VALVE, FLOW SWITCH, TEMPERATURE & PRESSURE GAUGES, GAS VALVE, 24 VOLT CONTROLS AND TRANSFORMER. (7) CONNECTIONS: 8" DIA. TYPE "B" VENT, 3/4" GAS, 2" WATER INLET AND OUTLET. — NOTE 8 2 BUILT-IN MOTOR OVERLOAD PROTECTIONS. ALL BRONZE CONSTRUCTION.' War Usr7. INTERNATioNAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20058 SHEET TITLE SCHEDULES el SITE PLAN LEGEND, SYMBOLS, GENERAL NOTES 0 INTERLOCK UNIT WITH WATER HEATER CONTROLS. SEE SCHEMATIC 905. ALL BRONZE CONSTRUCTION. DRAWN JEp APPR TLW JOB NO • ktt+44101101.INfIr#2.•.1.71^,040.14,:own4.,...t"....14deitter04.1Pre,r!,+••-,!..,•-"N■4?.!-,.!!!,••■!..!••,....,,,,,,,,,,,.!,t..-•‘!"!MN:.$ • .11.441/4/2 44% hi'..tA•.'4144. r..4,41.11:PlAtir.V.Y1V•Vrat'W424140,VV. 4 '...,.4041,490:41iliagata•OroiAr.4.1044.4.4194•1){14^.....i ■44 ?Pk* 4•••••••Ort•r40.0101,1(410)104.0101414, .!4■:4,`,1,14•7•43,f Ulti.110:4111•11,04.43C4411.14.,514;411,1 • ' , 4111111111i fIlIIJIIIIJI!1fIIIIJJllIIljIIlIIJIIJlIIIfItIIfIIIJIIIlIIIIJ p 11 1111111111111111111111111111111IIIIIIIII111111111111111111111111111111111 • Oord4WAIOPOOMIIV, .440Ymor.961.04womMWem00WWIP! ,!...- , ' 1. i , . ? ..k,, .,■, .ie % *.ii"'.Y,.1,7' i , ..:, ' . ..;,,..:,.. ,:c..;;.'.i":tli:',4-■;f:.i7d1';',..;Y:[1.,.;'::',t''.i:;',..:-..f.i.:, t.'''':.:1',..'i:41,.'i;,.1:';'.;:i'''.:.., ii‘•;$.1.ti'''' ' ,.....1".....-:,...i...':;: "......,,.:: ... : • 1. ..,. - .-',. ..,,,a,:i...:„...,,.:,;,...,,,,,,,,..,:::.....-.._: .-,_,..,..,,.:,,,..........„......._,.....,:;..r...„,....,,,,,...„,,r.,,,,,..,i,„:.„.iti,- • • 1 OS s DS 1 STAIR No j 11 r • I 'if • ij 1 • UF".' .., CONFERENCE ROOM 1 163 4 DS I 1 J;it. A CONFERENCE ROOM 2 159 • •••-••••---,„:.,_-__-;-; T -7. . KING "157 KING 159' t // t.!74 !ELEVATOR 1 LOBBY 1.002A 4111•11111MINIMIIMPITIMMISIMMIONSIIIINIZIMILV ii. 0.1 EL EV Ds E11=====1 ;\1004Aj ELEC r , RM ELEV !1.003k f UgsT. cgi99..T.PoEt DS 16 0 _j MATCHLINE SEE SHEET P-2 _ • KING 1149i KING ACCESSIBLE DBL/DBL 1147 1 • ;LI 451 DBL/DL ACCESSIBLE 114a KING 1,139 KING 13T KING YID QIN ••• •11 ••• -141, MIIIVM1~1•1•INII 1 0 '11, 10- 164: KING 1 ;!1 162 !I 160 . , , 1 140' i -1l m/tNii -SUITE!! i KINGe 1 .. i• , Art, 1 H 1 1 , 4 , - • • - . k-- - --i, s :r 1 1 '..r NG 1.,1 CONNECTOR , • 1; Is , , . ;11..,. . , - __ _ _ .._...,..,,. 3 _ 1. __..h....._.. ,. r.__ ._ -IF - IN : . c4. _ 1,1 6.:r ; J MINI-SUITE KING MATCHLINE `•EE SHT. P-2 NOTESIAft SHEET P-3: GUEST , 1 .1 I; FIRST FLOOR PLUMBING s„. N1RMALLY OPEN MAIN SERVICE LVE IN MW- OR CW LOOP AS INDICATED. ALIGNED T/R GROUP. SEE PLUMBING DETAILS601, SHEET P-6. 3" WASTE STACK FOR SERVICE SINKS, MK. P-4 IN 2ND AND 3RD FLOORS. FSET VERTICAL WASTE STACK AS RE'QUIRED TOAVOID STRUC. PILE. COORDINATE WITH STRUC. AND MECHANIGAL EXHAUSt, WASTE STACK FROM INDIRECT DRAINS\OF VENDINROOMS ON 2ND AND 3RD FLOORS. • 3P," CW FROM 2ND FLOOR ROUTED ON WARM ODE OF INSbtATtON'TO EXTERIOR t1LL HYDRANT AS INDICATED. HYDRANT TO 11F. FREEZE-PROOF TYPE. 3/4" DOM CW FOR ICE MACHINE. PROVIDE SERVICE VALVE AS INDICAUD. 'SEE SHEET KP-1.FORIOCATION OF ROUGH-IN. • STAGGE4ED T/R GROUP. SEE PLUMBING DETAILS 701, SHEET P-7. / i / , i 3‘4" DOM. HW & CW FROM ABOVE FOR SERVICE SINKS MK. P-4 ON 1ST FLOOR. SEE SHEET P-2 AND P-4. / . WITHDRAWN. 1 .1/ / SINGLE STACK ALIGNED T/R GROUP. /SEE PLUMING DETAILS 702, SHEET P-7. WITHDRAWN. WITHDRAWN. WTHDRAWN. • Ye'vue / os fi::::-..--- :. -'+'':,•,:- ,sae rzi5Erz '.51-1725. P-(, 4 P-7 Poe . Esr-zAwn-i TO 1v1,4.114 g COOK1ECTI01.4S IL 158 KING Tr- 11 • • : I' 154 OBL/OBL PROVIDE 2" FLOOR DRAIN "G" WITH TRAP & 1-1/2" VENT IN WALL. SEE SHEET !.:P-1 FOR LOCATION OF ROUGH-INS. 3/4" CW AND 3/4" HW WITH SERVICE VALVES TO GUEST LAUNDRY. 0 WASHER-CONNECTION BOX MK. P-9 AND DRYEA!CONNECTION TO INCLUDE 3" •TRAPPED DRAIN WITH 2" VENT UP, 3/4" HW AND '3/4" CW FROM CORRIDOR DOM. HW & CW DOWN FUM36 FEDOR AND.ROUTED INDICATIED. 5) MINI-SUITE SITTING 11.9._pj KING f CONNECTOR ACCESSUJLE T/R GROUP. SEE PLUMBING DETAILS, 602, SHEEi'P,76. SINGLE STACK STAGGERED T/R GROUP. SEE PLUMBING DETAILS 702, SHEET P-7. 4" POOL DRAIN WITH 2" VENT RISE IN WALL TO VENT LINE 6.H. 3" 'DECK-O-DRAIN' AS SPECIFIED AROUND SPA AND POOL. COORDINATE WITH POOL CONTRACTOR. \\\ 2" GAS FROM ABOVE. STUB IN 2" GAS WITH VALVES AS INDICATED AND CONNECT TO OWNER FURNISHED POOL EQUIPMENT. COORDINATE WITH,p0OL CONTRACTOR A7...____ \ \ , - \ 3/4" CW DROP TO FREEZE-PROOF TYPE WALL HYDRANT.' \ \ ..__,, ';• „‘„: ',N./ 2-1/2" CW DOWN FROM 2ND FLOOR AND ROUTED q.H. AS INDICATED. 4" INSULATED ROOF DRAIN PIPING FROM ROOF TO BEROUTED OVERHEAD" 11 . AND DROP IN WALL TO BELOW GRADE AS INDICATED. RD1PIPIWBELOW 11 GRADE TO EXTEND 51-0" AS INDICATED. SEE CIVIL DRAWINGS'FOR CONTINUA- TION. • KING lij• 3" FLOOR DRAIN "G" WITH 3" WASTE BF AND 2'4:),IENJ RISE IN WALL &/ CONNECTED TO VENT HEADER. COORDINATE EXACT 1.0.CATLON WITH OW,INIVR. •;\ / P S TT fl 150; KING ;14a KING . t : 146 DBL/OBL OBL/DBL CONNECTOR -'-,«. -• • -1,• • 3/4" CW DROP TO HOSE BIBB. COORDINATE EXACT LOCATION WITH OWNER'S REP. PROVIDE 2" CW MAKE-UP LINE WITH REDUCED PRESSURETYPE BACKFLOW PREVENTER AND SPILL OVER BACKWASH SUMP IN POOL EQUIPMENT ROOM. -11 1 1 PROVIDE 2" CW CONNECTION TO OWNER FURNISHED POOL EQUIPMENT. --I COORDINATE WiTH-POOL CONTRACOR. .. .. j BACKWASH ,StiAP AND DOMVSYRAINER WITH 4" WASTE BF AND O V'ENT RISE-- IN WALND CONNECTED leVENT HEADER. COORDINATE EXACT 149CATION WITH ONER. SEE STRUCTURAL\RRAWINGS. 111; 4" WASTE FROM T/R GROUPS ON 241) AND 3RD FLOORS TO DROP •ItfAu 2ND * FLOUR AND BE ROUTED O.H. IN//s'TRUC. SPACE', THEN INTERCEPT13" WASTE FROHIABOVE AND DROP IN CHAA WALL TO BELOW 1ST FLOOR AS 14DICATED. 2" WASTE FROM T/R GROUPS ON ND AND 3RD FLOORS TO DROP ICWALL TO BEL9>ST FLOOR. OFFSET AWE 1ST FLOOR CEILING TO WALL AS REWFV). WITH6R4N. 1 14" F.D. 44:IT1 4"W B.F.,:AND 2"V RISE IN WALL TO O.H. 'eNT SYSTEM. i111 os t_ arf-T • o1 • • ;I . 142, MINI-SUITE SITTING - V flpT. I NC) 2 ! ‘‘ 1:1 usH --1:: EX RCISE 00M 100E31 4" ROOF PRAIN.6 15LOLNI cRAcie , CIVIL 171/.1. FOIZ c„oNI-r. 4" VT:I2. MANT: agrrom oP t;',4 t"T'"T ." • ••••-•-•-•" •• •• 4 . s•-%--3-%. 1 II 1-741- sv INDOO POOL 100 110,./st 1-1V1FaLY • recurolgel...0‘," AT-n:: t4SULAflCfJ przom Freeziw. • 1 :I 11 .\\t\\„., fl- P-8 ev eCtOrZI2 \4/2UCTWO12 rza 14..1 ,a,rzeA. KING 11.1.2 OBL/OBL [114 DBL/OBL [116 KING KING 120 OBL(OBL OBL/DRL 112 OBL/OBL CONNECTOR 125 MINI-SUITE SITTING 128, • •talf dna MINI-$UI/fE DBL/DBr f40--e• q r• -) r=====.1. ( avVirimgai1 ••••••••• \ \.4t MNI--SU KING amenorio••••••■ 411110.161i• '130 ly,zu • ; LoSTAIR L. NO 3 111 -Past3. 011•1•111•11•111MINE•08111••• 1001 ', WILKAIINCIINEN •••111•11:111MMI••••••■•• Jb .tr :):7M101"7„.. UP 4.. • ELEVATOR LOBBY NO 1 (11.0011 /EIEGLuEiVp '1004: STAIR NO 4 KING Ro5 KING KING KING KING t KING os DS ELEC RM Aoo- a _ I '119 KING KING DBL/DBL ACCESSIBLE 11251 • DBL/OBL 1271 L../bBL. ti KING .43-1T cs OS DS OS D... S DS DS FIRST FLOOR PLAN - GUEST WING PLUMBING •-••••••111MI I /8 • . • <L.: - ..,• , , 14/ "glikelSINININSINIENNINVOIMINAMINVIr „...„,,,...,,,,sepsgmrposiss••••0•4••••m•V5MttlX,Witalf•kgrow„,••••4•40:14•79,4Top•MMIgsfrAM.V9e.sjta,a•c•Acnsf,"•110~.111112/itnr.•Xestd•Oltosv:L4.141,1.40-Wr.:ZiWciflif*MtiNks?-44:16VROM-4,i4c,.:13ar+.4044?Pre'4•4!VICVA•14PiatI4WYPAkii#r~:';'4??3+4;t10.1014$41.FAX•NWS.,F++•-genr•WiNri:Virt:,t;CW•A`4%1WW:+7;;',,Wi^'-,•• • • ; • • • . 1111111,11 111111111111111111 111111111j 111111 111111111 11111111111 II 11 11 1111111111 111111111111.111111 11111 I I 1111111 II I 111111 I I !ill II 1111111 I 110,11 I I I I 11 11311 KING 1133; KING • ;:j•iy =VP; i"'•411,.....•••••• • • ‘ .t.712 Fe' • J. C) l_ry/itei • 4111205 MAWS Lt.91,4 6gAl7E SE CIVIL CMG. FOIE ciT. 1 _ z DESCRIPTION REVISIONS ALL MEASUREMENTS MUST OE CHECKED ON THE ..100 BY THE CONTRCTO. ALL PRINTS AND SPECIFICKTIONS ARE TWE PROPET1 Of THE OWNER O MUST OE RETURNED UPON MAPLETON OP THE WORK 44' ....... vs. 0•11 fl 6 ..43 • 2236,0 rnf • •fc/ S T 7-14-1/ WASNINGAIN REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER sAYMAhlt-,lis C:ONSU LT I NG 'ENGINEERS INC. 8622 Crowahill Suite 201 San Antonio, Texts 78209 (62) 826-6392 • RZCISTERED ARCHITECT JERRY THEIS STAR OF INA.SHINGION 91,4A-409.64A.:4 JERRY THEI ASSOCIATE A Pt (CIV( A10 PLAl;$C COSLII. T AT! Ole 4040 BROADWAY StifTE 410 SAN. ANTONIO. TEXAS • 78209 • 1111 corporation INTERNATIONAL 1.1E ADQUARTIERS MARRIOT T wove WASNINGTON O. C. 10016 SHEET TITLE FIRST FLOOR PLAN MIESWING - PLUMBING DRAWN DRG 161" T LW AD KO C870 HOMO SC" AS NOTED W10-0$10000140440160:701,100100:9410•16,141W4:44$0.01167.I0 411,90414,0801 - • ...- •:. .... • r- , . • , • -s.. ", lj 7.; 11. 1 •,° ;, ?. • V�44-4j . .;„ • LINEN RM 2006A 10 :11 : T1 tir . . _ . . . . . . . ' . • : . CY: • - • 4 • , ; • , • . I , . . . . , ; • ' , • , 1 • , , . . • - ' ; ' ; ; • ; ' 1; • ' • , • • ; ; . . . ..)1; ; : ; , ; ; ; ; . „ - • . • • • • . . . ,(f; . „ . . 1 • ; ; • • ; ; . • , • 1 ' • -t ; , • ; —7 y • - -.---.------ ; DBL/OBL 2651 1 "=--"1--0--"-- • OBLIDBL ,20 1 r L V .<•• \ • , • • j ; ! I ; !!1!1:111*f1],!!,!H H1; 1 ; ; ! ; ! ri.J;',;i1.!;;;•;;I:' 4: H;; ; A.; L- • ' ; • '; •;•-■.;1;;;;Htt;';:;';!;! , --4,i;;;;;;I:•,; H. . ; X,U.W;;;I, 1!N" .-`;1!;; ii41;; I r‘t .i; • ;11 r`;,,;;-• - • - • ' '-`4A ; ; t!,-! i't,I!!1111:!;!TI iHH itiiiii,11111,!! 11‘•;''1.i,,'11t!1 IiH! :11;W I - ;11;11 1 1 '-; .1;;1; f I ; ; ;.; ; • , • - • • I f ; • ;; I 1 I ---------- --------- -------- • --------- UP • ON r "S-T- 4 - • I ; 1 ( 1 ; P- 4 111 MINI SUITEL' KING r: LINEN RM 11 ••••"•••• (16 12006i DBL/DBL 2611 7 '1 DBL/OBL 1259' )11: \,./1; -11 .[ ,•• 'A 1 ; ;" 12 ..,41../■WWWIMIORWM• 1( .),'' - ,• . ;9T1' i 1 ' --, , ( .d. . . ,1 rm c ..... .J.L. .3.1 rA /.1.1 1,. ilr...:.--_-.•.--...... _... , . r; „• 62 26G MINISUITE !! c 0 NKNIENCGT 0 R Pit SITTING •• I ; !it 1•1 NOTES FOR SHEET P-4: GUEST WING SECOND FLOOR PLUMBING 0 • ,.,.... , KING 257! KING 2551, v s.\ I } ; 1 ....1‘..-.). , , ., , --- •:- - - - -•,Lt : ..... . . . . 1, r .. ......_.:._.., i_ _ ;.-..,::)..ili . — - 01•0•1•■ MN, 4-■K■NmEr.ra, .::if.:::. — 1,- KING t, it 1' i• L. 256 UBL/DBL. ALIGNED T/R GROUP. SEE PLUMBING DETAILS 601, SHEET P-6. 3" GAS FROM ATTIC TO 2ND FLOOR/ROOF LEVEL AS INDICATED. 3" WASTE STACK AND 1-1/2" VENT STACK FOR SERVICE SINKS MK. P-4. ROOF DRAIN. COORDINATE EXACT LOCATION WITH ARCH. SEE -1ST FLOOR PLAN, SHEET P-3 FOR PIPING. 2" FLOOR DRAIN "G" WITH TRAP TO 2" DRAIN STACK AND 1-1/2" VENT STACK IN WALL. SEE RISER DETAIL 706 AND SHEET KP-1 FOR LOCATION OF ROUGH-INS. 3/4" DOM. CW FROM ABOVE FOR ICE MACHINES ON 2ND FLOOR. PROVIDE SERVICE VALVE AS INDICATED. SEE SHEET KP-1 FOR LOCATION OF ROUGH-INS. 3" GAS FROM ATTIC OF PUBLIC SPACE INTO WALL AND RISE IN V4,6.1-1- TO ATTIC. PROVIDE OVERSIZE SLEEVE AT WALL PENETRATION AND SEAL WITH FLEXIBLE CAULK. SEE SHEET P-1 FOR CONTINUATION. STAGGERED T/R GROUP. SEE PLUMBING DETAILS 701, SHEET P-7. 1" DOM. HWR FROM 1ST FLOOR O.H. TO 3RD FLOOR O.H. AS INDICATED. 10 DOM. H1 AND CW FROM 1ST FLOOR O.H. TO 3RD FLOOR O.H. AS INDICATED. • i0 16 3/4" DOM. uri AND HW FROM ABOVE FOR SERVICE SINKS MK. P-4 ON 2ND FLOOR. SINGLE STACK T/R GROUP. SEE PLUMBING DETAILS 702, SHEET P-'. DOM. HW AND CW IN WALL FROM 2ND FLOOR LOW TO 3RD FLOOR O.H, AS INDICATED. WITHDRAWN. DOM. HW AND CW DOWN TO 1ST FLOOR O.H. AS INDICATED. W:THDRAWN. PROVIDE OVERSIZE SLEEVE THRU WALL MOUNTED APPROX. 12" ABOVE ROOF LEVEL AS INDICATED. THOROUGHLY SEAL WITH FLEXIBLE CAULK. 3/4" DOM. CW TO 1ST FLOOR. PIPING TO BE ON WARM SIDE OF INSULATION. MINI--SUIl .-- iE i DBL./DBL7 1...--- '1.---k- : 1- j . I 1 31 1 ii 01 KING r20 12 111 KING 1 itri ; go:15- KING _ _ft MINI-SUITE • SITTING 2()E5 KING CONNECTOR \A= ./Q-11 r 12071 KING KING •N. •MI110•••••■••••••••• r ISO fl 254- DBL/OBL RM Nt, 2003A! tt • 1 ELEVATOR ti LOBBY EL_Em, , 2002,4i :NO n it --------------- -- ---- l it- GUEST CORRIDOR , • - 2002i rr IL ...limoomo••••■•••• / 13 1 at 1 •;j 4' I LA .-J 252 KING KING F 'F- KING lArCESSIBLE 4 7 ! 12_45i ( s•, • • . , - • ' , 1 rr. -I• i H ___J__ ...I_ _._, 250 KING PATE PIPE ROLLER SUPPORT OR EQUAL. PROVIDE AT EACH CHANGE OF DIRECTION AND 101-0" ON-CENTER MINIMUM. POOL EQUIPMENT VENT THRU ROOF. SEE MECHANICAL DRAWINGS. EXHAUST FAN. SEE MECHANICAL DRAWINGS. 22 PROVIDE OVERSIZE SLEEVE AT PENETRATION OF SCREEN WALL. 'ItALV. CONDENSATE DRAIN WITH TRAP AT UNIT. ROUTE ACROSS ROOF WITH BLOCKING AS REQUIRED TO SLOPE AND DRAIN TOWARDS ROOF DRAIN. 24 GAS LINE TO ENTER ATTIC, DROP, AND ROUTE 0.H. IN POOL ATTIC AS INDICATED. PENETRATION AND SEAL WITH FLEXIBLE CAULK. PR:0%1m ovegsme t_ee;va Avripewoku... DOM. CW AND HW MAINS TO EXIT WALIK AT 2ND FLOOR LEVEL ABOVE 1ST FLOOR CORRIDOR CEILING AND BELOW PUBLIC SPACE ATTIC. SEE SHEET P-2 FOR CONTINUATION. 248 KING 0 2" DOM. CW DOWN TO 1ST FLOOR O.H. AS INDICATED. ACCESSIBLE T/R GROUP. SEE PLUMBING DETAIL 602, SHEET P-6. 2" GAS DOWN TO OWNER FURNISHED POOL EQUIPMENT. PROVIDE 2" PATE PIPE SEAL. ROOF FITTING. COORDIANTE EXACT LOCATION WITH POOL CONTRACTOR. FINAL CONNECTIONS FROM GAS STUB TO POOL EQUIPMENT BY POOL CONTRACTOR. SHEET SHEET P-3 FOR CONTINUATION. DBL/DBL 01••••••••••■•• 12-0 KING rl• (2. KING ; 1 1 I ; , ! i i i i 1 1 , riL. -; E IP '1 1 p 1 _Jii__ _ .1. -111T- , Et , -5-:=.,...........if......,...,....---- lil 1 DBL,./DBL [21. 6; 001.111110..MMV adismy KING 12.1A 4 / t.• ,-;••'" 4.11( L , _ lc-A ------...."--._.1.--- GUEST ORRIDOR .i... .., ; r-o 0 ELEvATOR - 'le li , rit2,60,5B,BAY, 1, ,2-,,,),0°,5„,, .1 1 • ,:°-:',1..7.■•107r;',---.,1.71. L . 12003 i Il E.....c........ R1 M ,....._,.....:„...,-......,,,..-.._ ......_ 1._ 1,_3) SECOND FLOOR PLAN -GUEST WING PLUMBING 9 1 KING 22G J DB,L/OBL ;- C57j Li KING It Af KING 1/8= r- 0" 16 OBL/OBL ACCESSIBLE! '2431 24 KING r • .. . 1. \,1 1 •' } 1- ' .• -°:-.- ,' ' , •-•1; I .,'?...% . , — / L.,-_-1_____P---- 246, OBL/DBL '014 OBL/OBL CONNECTOR 0 - '7' -0--• - • •- • lir 17 KING r234, ,i TiF 242: MINI-SUITE SITTING ! ; I i 1:1 14 1 ;0' ri1...... --t7.:-7.--A' -- ! rill DBL/DBL •01=1110 f i „ 11i le:41 KING 037] 18 KING 2351 j - I .11•••••••••••••••■■•• —1 -1 r-r- ..i, 2004A , • , ; 4-- ••-Dr\i STOR 1 fet=;;'-...----------- 1i ISTAIR it 1 r-e--77,-71! ii,--- H - , i ' NO 2 ii,;• ' ;•--UP 01 ss fl t1 Ds ;;:, ;. 11 ••• ! 11; • ; :\:11" I i,11 ;!scr--1; • , 1, t1 " : ; r - ! 1 ; . • TX. 41, ;4. • •■ • I: I I ; .1 -1'1 I - - TC-• • 4 11/ i I " 1 1 Hi:LT 7 r ; 1 1 • ) ; • ; ..r • r•-, OBL/DBL OMINI-SUITE CONNECTOR t SITTING 2 •■=41...■■•■•......6.4WMPI.MMIMPO■OWIOOM040111..011 L.) 223,1 DBL/DBL ACCESSIBLE - A5)(41.1( %tine 40.401.4,-"" • • - - a [2251 OBL/Da_ \._ ; t _ ; I .• te; ;;; ;1 Ds ; 11 ft ; • 1 \ ! I \ ., It ..\i, . COOKE? rn-11 os DUCT BIEL-Okl i Live 2,12,1 ........ir I : t —,--7_r,r,,,t,,, S2 1 -0 00 47 t_ 1-----;"""1 .L..; .1.. : 1,;._ , ' LI :p-NulloP" A 13R —1 it 1Hi; 4 ; M NKIi2...:1;N:1.3IiroiZ ELI \-..._...20MW ---112"°7-1 I II 227:, DEiL/OBL [0q . KING ,,AVAPN-1"4440.4..,NYttAtt0of.s0 43k•NtIc..*04Ff04kitaiS404041.4404$10G44$;44'-...4:5•040,46.. es'...VV.1..te,,,,t4,,41.1,1,~24Vird,.1610011r40i..„.43%07a*II00/.104124::`,140:1.0cv x,.0.1•41:000,;•441,1k4,01.1.".4,1# ; 1111111111111HT1111111WW111111111111111111111111111111111,11 1111111111WHIIIIIMIIIIMMIWTIIMMIIIIIMINTIIIIITIIIIIII 1416F 101 P1.4 WV 12 0 16 TW. INCH 1 2 31 6 ; 7 10 ......_.......,_____.•.,...., ---ik i \ ,/ .._ 1 _ 2311 KiNG 233 KING r v. IT ' . .; .t {JUL IC 19 Ui T-1 Arp ; 1;1 yr.,: v ;777 /•".://21////:</' D KEY PLAN z_ AtArAtAftdbete-J000-0A0r•v0,--pmeer...,,,....0•00ra:U0I.0000/.0....00:1, 0,110,10`0‘1,41110"660:10t901A*001,00:00a4.4~400"*4Mhiili 44‘474V44°33S0111•34WII60a0WWW° , •-,;17,7,;;-.7„;;',74.; REVISIONS ALL MEASUREMENTS MUST OE CHECKED ON THE JOS DT ow CONTRACTO. ALL PRINTS AND SPECIFICATIONS ME THE PROPERTY OF 'me OWNER 1111AUST DE RETURNED UPON COMPLETION Of THE WORK • I.S‘ ../ • SILBER, JR.:1 12236 ‘S/ONAL ' -T -14-11 WASHINGTON REGISTRATION APPROVED. AND PENDING ISSUANCE OF NUMBER. coNsuurma ENGINEERS INC. 8622 Crownhill Suite 201 San Ait011iO, Tease 7820i) (512) 826-6392 4716 rARCHITECT RrCISTERED a JERRY TREIS TA!, OF WASHINGTGN '9064-L-7 JERRY THEI ASSOCIATES Inc ANCI PL ANNING co4sucrAT10/4 404C, BROADWAY SUITE 410 SAN ANTONIO, TEXAS • 78209 110""••••■, • corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHNGTON9 D.C. 20088 smerr Trric SECOND FLOOR PLAN GUEST WING - PLUMBING • •'1 • • .... ° . - • ..... I KING 5-491 KING ACCESSIBLE 13471 ELEV NO 2 P -4- 0.0.41 MINI - -BUNT KING 1, 1340j2'' NKING 7TE 004 STOR MINI - -SUITE SITTING _6 a; KING CONNECTOR [3581 KING X35 QBL /DBL 3541 DBL /DBL [3521 KING KING 340 DBL /DBL 04-11 DBL /DBL CONNECTOR 1342! MINI—SUITE SITTING TAIR NO 2 k __,___.___.t_______ 1 Iri ___.....,.._______-- b.,..=,,,,-.._-_-.........---,_...,..-, i ; 1 dif NOTES F4 SHEET P -5: GUEST WING 3RD FLOOK PLUMB 1 I! 0.H. BRANCH DOM. C4 SUPPLY TO STACK T /RI GROUP WITH ACCESSIBLE SERVICE VALVE ABOVE CORRIDOR CEILING. SEE RISERS AND DETAILS SHEETS P -6 AND P -7. e DOM. CW AND HW DOWN TO 1ST FLOOR 0.H. AS INDICATED. 16 3/4" DOM. CW TO DROP TO 1ST FLOOR. PIPING TO BE ON WARM SIDE OF INSULATION. 17 3/4" BRANCH DOM. CW SUPPLY 0.H. TO WALL HYDRANT ON 1ST FLOOR WITH ACCESSIBLE SERVICE VALVE ABOVE CORRIDOR CEILING AS INDICATED. t8 NORMALLY OPEN MAIN SERVICE VALVE IN HW OR CW LOOP AS INDICATED. NG (i) ALIGNED T/R GROUP.' SEE PLUMBING DETAILS 601, SHEET P -6 O3" GAS FROM ATTIC TO 2ND FLOOR /ROOF LEVEL AS INDICATED. SEE SITE PLAN 101, SHEET P -1 FOR CONTINUATION IN ATTIC. CD 3" WASTE STACK AND 1 -1/2" VENT STACK FOR SERVICE SINKS MK. P -4 ON 2ND AND 3RD FLOORS. 3" GAS UP TO ATTIC. SEE SITE PLAN 101, SHEET P -1 FOR CONTINUATION. 2" FLOOR DRAIN "G" WITH TRAP TO 2" DRAIN STACK AND 1 -1/2" VENT STACK IN WALL. SEE RISER DETAIL 706 AND SHEET KP -1 FOR LOCATION OF ROUGH -INS. 3/4" DOM. CWFaz 2ND +r 52° FLAZ. ICE MACHINES. PROVIDE SERVICE VALVE AS INDICATED. SEE SHEET KPi1 FOR LOCATION OF ROUGH -INS. SINGLE STACK T/R GROUP. SEE PLUMBING DETAILS 702, SHEET P -7. STAGGERED T/R GROUP. SEE PLUMBING DETAILS 701, SHEET P -7. 1" HW RECIRCULATING PIPING 0.H. IN CORRIDOR CEILING. RECIRCULATING LINE INTERCEPTS MAIN HW LOOP NEAR STAIR NO. 2 10 3/4" DOM. CW E HW 1i RISERS IN WALL FOR SERVICE SINKS MK. P -4 ON 2ND AND 3RD FLOORS. PROVIDE ACCESSIBLE SERVICE VALVES AS INDICATED 0.H. IN CORRIDOR CEILING OR LINEN ROOF AS APPLICABLE. 111 DOM. HW SUPPLY MAIN O.H ABOVE CORRIDOR CEILING. SEE SECTION 605, SHEET M -6 AND SCHEMATIC 905, SHEET P -9. DOM. CW SUPPLY O.H. ABOVE CORRIDOR CEILING. SEE SECTIOB 605, SHEET M -6. O.H. BRANCH DOM. HW SUPPLY TO STACK T/R GROUP (1ST, 2ND, AND 3RD FLOORS) WITH ACCESSIBLE SERVICE VALVE ABA,VE CORRIDOR CEILING.' SEE RISERS AND DETAILS ON SHEETS P -6 AND P-7. ! ALL MEASUREMENTS MUST BE CHECKED 01 THE ,l08 I,Y THE CONTWACTOR. ALL PRINTS AND SPECIFICATIONS 11RE THE PROPERTY OF THE OWNER Q MUST L3lE RETURNED UPON CONIPLETJON OF THE WORK 19 DOM. HW AND CW MAINS TO DROP IN WAL.L. FROM 3RD FLOOR 0.H. TO 2ND FLOOR LOW. 20 DOM. HW AND CW MAINS AND HWR TO DROP IN CHASE FROM 3RD FLOOR 0.H. TO 1ST FLOOR O.H. 21 ACCESSIBLE T/R GROUP. SEE PLUMBING DETAIL 602, SHEET P -6. 1 t • 1▪ 4 t• .� LBER, JR. 0 x2360 ;4 S'O/AL •7.. IMF-t1 WASHINGTON REGISTRATION APPROVED AND PFNDING ISSUANCE OF NUMBER Se� a .L(]► _.1S C(�NSULTI NG ENGINEERS INC. 8622 Crownhill Suite 201 S &13 Antonio, Texas 78209 (512) 826 -6392 RZCISTERED ARCHIITECT L 1. MINI - SUITE SITTING 130p KING CONNECTOR P DBL /OBL 0E3L /DBL. [31 LOAj •KING 3�E! KING j34 DBL /DBL DBL/DBL r32�+ OBI. DE3L CONN CTOR 326] MINI -SUITE SITTING AY(w...E � •ynE 4*Q 4040 BROADWAY SAN ANTONIO, TEXAS SUITE 410 • 78209 • LINEN RM (70061 P- 4 MINT—$UT DBL. /DB [c- V VLC J 4 NO 3R UN GIMMIMMODOOM .O M $MI L ++fiY IY:+I:** im STAIR NO 4 P-6-§, ail KING KING KING KING ELEV ..TOR LOB •Y Sp0 A ELEV NO 1 L3 1_. KING (31] KING EC RM rd03] J C •eo [3119) L KING DBL/DBL ACCE5SI8LE 251 DBL /OBL DBL /DBL. 32 KING i33�J KING [333 KING INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE Vi'ASMINOTOP , D.C. 20068 • THIRD FLOOR PLAN - GUEST WING PLUMBING /8" 11 Q -----IL)i-r",'—t`;')—rdi'rk.".`7.H.,`,.."::7-'itti- 1'IJ1_lG1887� f1,,;11 PI •. U"AlTh DRG APPR T L W Joe No IUD E AS NOTED CM HO • VIrtrietie04•Kr .wTw...4- 4.4M 1•NrA4t..4k 640�3�yS 4M !44.44 •4,4-0wroetai ^. OMIWZ 1 f. U1.• .:- ,+•arm."- ..rs rM.171929** 4 /4i ✓!i'.it3 •tie 1{ 2.2:. b ag ZWel,K taF : W,J=Y.`:linflgYrOU llr- rhrk�tYY. ... ,A:xX +:n.•rns.lpy I111111111111111111111111111111111 11 11111111111 11111111111111111111 I! 1111111 111 f! lll� ! 1! 1! 1! 1! 1! 1!'! 1! 1! 1! 1! 11 11111l111l111l 1l 1111 11 11 111l 1l 1l1 11!!!1!1!1l111l1l111l1l1l1l1! ! II I 11 MADE IN4ENNANY 12 0 IG TII' INC.. 1 2 3' 4 . J C 9 10 wt�iniZxc�il med.do�i ment i'3esg:: Clear ti hn g.. L4.q. PALle,e.r Diebtoet-hbeg. To pa tilou ea it-I •i4e. coKt-leic. c-Loeoe-ir To eAtiar-sr ftrl. 20OI Abc. 1111:71CATE.P FIN le-,HEE2 cigAre PIPE SLEgVE ZivEkrr-- 24.friaJ. AS r4-1 ////z ,E--PitvetJeoer OTA. LJOIT , To Mout-I-rep ./‘ 1-416114 locrotek. To C.4)1-16a•AL. 4' viasreil...i LET 4" 6.1. FL.47st./ L..11.3e : j 191fti-ise.., MK- P-1 ro Pthzt-Ivailer r7-1' Irle--JrALL) PL.E. TrzAPe-ev Aro t*" MoLlt-IT 4Irr-F1 t4ALL e7r.beg--E:r L,11-12e. Goih-FM1e- IIJ E:4:I-1 C-ILIC.Trzooril 4s 1i-47(6A-re-P. DETAIL - HW DISPENSER P-7 NO SCALE PIPE PENETRATION THRU FIRE- RATED WALL CeiJCTE FILL SAt.IP E3A..c..K FILL EkNELopa 6" PEA. AVL C). DETAIL NO SCALE FLASH 1 t4 ver4T 434rAc LEAP JACKET, ArTA.C..1-1 TV ROG' •6ALV. FLASHIP4a RooP dssrsTevi mix car-freAsi-now c7n-it5z4Ji60 5EE REVISIONS 4"‘Iri2 ALL MkASUREMENTS MUST 8E CVECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER a tdUST BE RETURNED UPON COMPLETION OF THE WORK DOMESTIC HOT a COLD WATER RISER NO SCALE P.. IAH TYPICAL VENT THRU ROOF ' 1 p(I)A1 UL 4- ,,,,,y \ i I LBERI JR. 5/ 1 A"v*: Ao 1 2236 c::,/ "reC/STE01::‘`'.1- (X:ii6./Firi.tk -- '*./.:-:77 WASHINGTON REGISTRATION APPROVED ANDPENDING ISSUANCE OF NUMBER WASTE a VENT RISER PUBLIC T/R NO SCALE oPP5ET- V."1,1Z. ttea'157 c."01-Lt EC, r !r1-4 )011 OUR To cLeAtz. rzooF CosIOITIOt4S-*/ OH an-le CoRlzic20K AM:7 VENT THU .ra,-)r OH IM:18.1k CONSULTING ENGINEERS INC. 8622 Crownhill Suite 201 San Aitonio, Texas 78209 (512) 826-6392 CoLL CT 141-r1-1 0.00H GoZoUPoN OTH PpIPe. C31 CoKleic7oR. ANE? \&1•1- THZ.J KO ON COLICIYAC) (TYF?) REGISTERED ARCHITECT THIRD FLOOR THIRD FLOOR ••• 4040 BROADWAY T E 410 ARCHITECTuRE Mt0 MiNikG CONSULTA710N SAN ANTONIO, TEXAS • 78209 SECOND FLOC.,'R SECOND FLOOR aFr _21.1v.,1 w.e. II 1-h,44t FIZOM A•-A/ 14‘,4 4 cvl FIZ01.4 AO. 1 FIRST FLOOR FIRST FLOOR WASTE a VENT RISER NO SCALE WASTE & VENT RISER NO SCALE INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE wASHNGTON D.C. 2005S DOMESTIC HOT a COLD WATER RISER NO SCALE PARTIAL PLANS I/4" 11-0" PLUMBING DETAILS BACK/aCK STACK STAGGERED 16:001111011,0. 411,00%114.001M1/10010VIMINSKIPail er. t... ".., . Aerwronwessr.noconewatimow .11.443■X 1434c-ve,r4qi•i•orri.wt voorroom,040fiv4,64009,74%***11.014" coasvorant$00a101071140101Mr.oaKtworpeiwityvmr.0.0ww4+-trierz4IttAt'64.1k1410441.6MW•sr.;m..wA.:4.-410W■tIA7veo•r.r.lonyorm.-4-wrihrpfww■mergimori'MPI44.01004t400600,:abAIWAW(IM,A,11.4.',An'I.,k1.1"6"1.'r;78•`.tIvi'rgii•Itt:44402gM302.,;s2t. '-'4.t.I.:411a,It.al4SCalacV412.R.4:41:kelert4:0*4411-!'.41:4440:20-1,t1000thltansmort".•",t•we,.., 010411 ANtak, f I I 1 I I 1 1 1 I 1 1 1 1 I I I 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111 1 1 1 1 1 1 1 1 1 11 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 111111111111111111111111IIIIII1111 •1 • PRINTS ISSUED auVE T M c41. -- 12u 'lea PtiOM I Y? N ►[7 • . Pt?OVIpE.. 2.'I GAt Ft l W.G (+�1�LL VENT �4TiIC. To OUT''31R .-t 1 4 'LOWOCXO7w�Vt'I TANK - FUtZN I°si G� I ''>' °Metz ANC INeTAL.L E5`( CoN IWAGTot2. (Pr�ov1 ©E 2" VENT THr t.l Roar l E Ld�W0.01,4IJ TANK.) --A7 1 PMYEK vvNrS 5E MECH. LL-i.LJLJ2 C oW PUtZN. N� C.LoTHt �3 Cm-( tL 4 IL-1 i pi,ItxNarz CzICMO\iAL_ rWH -4 dr . - 2 "W S•F. FROM P -8 STAIR Nate: oa tzou&I-I -� IN ...4 FINAL coNNEGTte t4 To oWN1-, .FUI4N. eQ1.11e t∎ Iraatc,.pT,�� DESCRIPTION REVISIONS ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER a MUST BE RE i bRNED UPON COMPLETION OF THE WORK. GUESS' _CORK I f SEE H-r Fog r.oN WASTE & VENT RISER KITCHEN NO SCALE KITCHEN EQUIPMENT CONNECTION SCHEDULE r___ __JA P -10 I V. • \ D' I1 014. r -- _ . _ -� I - - - --_ -- -1 �- -- - - -I r- 11 -- - - -� VENpIN& IAGH1N1 =', Q owNE4 - 11 L__ VENDING MARK DESCRIPTION 1 ND . WASTE REMARKS K -11 1 THREE COMP. SINK K -34 1 FRYER WASHINGTON REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER` 80 MBH INPUT K -37 1 CHARBROILER 37 MF(H INPUT 5t1Fe T -'-- -- r ----I 1 1 1 1 t 1 1 1 KA0 K -51 K -53' RANGE 3/4" 150 MBH INPUT BEVERAGE COUNTER I 2" GLA¢S FILLER K -56 COFFEE MAKER 1/2" 1 1/2" A'S. Strl3X8A4rEs CONSULTING ENGINEERS INC. 8622 Crownnill Suite 201 San Antonio, Texas 78209 (b 12) 826 -6392 K -62 DIPPERWELL W /FAUCET 1 -1/2" K -69 ICE MACHINE 3/4" K -70 ICE BIN 1/2" 1/2" 1 �- 3 U ntul ORR ®2� ArJJ 1 %'i/.„ K -73 1 HOSE BIBB 1/2" 1/2" Wd.1-51 7lStHAR . Sae rRLJCT- pwa5. - sTrzAINE12. SEE STrZLICTUIzAL REGISTERED ARCHITECT K -76 1: -78 K -84 K -8G K -87 CARBONATOR CARBONATOR SOILED DISHTABLE 1 2" PRE-RINSE SPRAY BOOSTER HEATER DISHWASHER COLD PAN 3/4" 1/2" 1/2" 3/4" DROP -IN -SINK 1 -1/2" 1/2" 1/2" OeaP TRAP -// 1101 t3.F'� s` LJJ'Iii1 w' _ i��•I' HWpt opt K -112 1 DROP -IN ICE CHEST K -116 DROP -IN REFRIG. K -121 1 ICE MACHINE 4040 BROADWAY • SUITE 410 SAN ANTONIO, TEXAS 78209 NOTES FOR KITCHEN EQUIPMENT SCHEDULE: NOTE: ALL ITEMS ARE OWNER FURNISHED, CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE. 3 .1 PROVIDE QUICK DISCONNECTS. SEE GAS RISER SHEET P -'. 2 KITCHEN EQUIPMENT CONTRACTOR FURNISHED & INSTALLED H.W. BOOSTER. INTERCONNECT WITH DISHWASHER MK. K -88. 3 4 3 18OF H.W. FROM BOOSTER HEATER MK. K -87. ICE MACHINES IN VENDING ROOMS. PIPE DRAINS TO FLOOR DRAINS. LAUNDRY TRENCH Fre.C41 •&E.IZVICE C.Of2IPO12 NOTES:1 CJ 1/2" CW TO UNITS MK. K -76 r, K -73. 02 1 -1/4" GAS TO UNITS MK. K--34, K -37 & K -40. SEF DETAIL 4101. ( 2" VENT BELOW GRADE FROM GREASE INTERCEPTOR TO RISE IN WALL & ROUTE Q7) 1 -1/2" VENT TO RISE IN WALL 6 ROUTE O.N. AS INDICATED. 1/2" HW & CW TO UNIT MK. K• -86. PROVIDE 3/4" FREEZE PROOF WALL HYDRANT AND 3/1 CW AS INDICATED. 1/2" HW S CW TO UNIT MK. K -73. ,8c 1" HW C' 3/4" HWR TO UNIT MK. K -87. SEE DETAIL 804. 1/2" CW TO UNIT MK. K-69. 1/2" CW TO UNIT MK. K -62, 1/2" CW TO UNIT MK. K--53. 1/2" CW TO UNIT MK. K -56« 1/2" HW & CW TO UNIT MK. K -51. PARTIAL FLOOR PLAN KITCHEN 4. G. i3YPass Pi- ELECTRIC Li IJIOIJ 5 Cr-(P9 I21SH WA•51 -I EIS K -88 ELFGTIZIC. TER NEATER `& 87 5EE ILITGHEh1 P7W. K-5 TEMP- PRES.,. EL -IEF VALVE. • PIPE G7iGHARE TO FLOOR SINK GENERAL NOTES: 1.0 COORDINATE ALL KITCHEN ROUGH -INS WITH KITCHEN DRAWINGS, SHEET KP -1. FLOOR SINKS ARE FULL GRATE OR 1/2 GRATE AS INDICATED. •- i i2'- -- lip 3.0 COORDINATE ALL 0.H. PIPING WITH DUCTWORK AND STRUCTURAL. 4.0 ALL VENT 4. WATER. PIPING IN I.JALL6 TO PE ON WARM 6IDE OF INSULATION. ea?UI1a L-3 %I p}LOWDoLN 114. PROvIl7E 120U61.1 ..IIJ5 PII.IA! COIJIJ) . FOR. OWIJEI2 FURIJ. EQU1P 10c14 At 3Et 5 e} *PI:MS6LIRE IZEM.1 1?-16 ii; 1'1w T1EMP. 4 PIZ5'ee. •GAUGE. %Lt1(T,(P. a 52111E TA1J K NOTE: TEtz HEAT;~% PUtzt.IIGMED et , MAtzRIOTT A1417 if 161ALLEC' k'SY ICIYGHEN GQNTIZACTOK. IKITER J JEC.1`IIJ&, I7lP11.J6 WY PLUMMIN6 TRLP 6, corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON) D.C. 20058 FI1J. FL.R. DOM. HOT & COLD WATER RISER LAUNDRY NO SCALE DRAWN RB NO SCALE C870 YJJ.y41;iEN: fd4 .:+.0,1M•:,rx rk:. ft. vrA.nryo WeeArrom .•JY nn, rn• , ‹ }'. a" C.'."1l Jvti&+ YiM%'.!` il:r::4:iJ0:%i7i�+7:>%::�;.'r. �:•iY"� , �' M,::! RiS<:+ C::! w�"•: J�" A "'':i�ai7a`:�,:�5%'�'yI'>t`^?i. IWY. „•f.i� 4Y.ty..:er P I:Sr'M& "'V ,4041ik `III,I1IIIIIJlII'111IIIIJ!!I' ill 'Illlilllillllllllll1llll1111 11'1'1'1 111111111 111111111111111111 I1 11111w11111111 w1i111111 lII 1111111111I1111111111111111111 "Mt ARikk, NOTE. rROVID ORIPG, TesT ACS, LI►JIONS, MouNTING, ETC. AS RZE ?'P t3Y GAs pIVIStoN. CiAS PP-= EZ`IUr E RECALATOZ A5 J E c'. i3Y GAS DIVISIotJ INSULATING UNION --- PRINTS ISSUED RTU -2 (tot ) iI �LE��Er� TNRU I COilt; INSTALLATION THI211 hIr T E OUTLET ay GAS DIVI2IOIJ. GDOF- D. • EtJTIRE C1AA5 SY -.STEM WITH 6AS DIVI5IOIJ. RTU -5 (231) MAU - I (too) RTU -I (201) rlJE3LIC. AgeA ATy'G RTU -4 (200) U.G. Hp G,8s SERVICE ALAMo 1RoN WORK; 481303 Rc JNp c.,I. Sox —� VA// LOC.' K.I I.I C, r O\/ r2 2ou N D c.oN c . e)ox - -- CLEAIJotJT ?LUG FIN. GRADE 7I W,G LJ Pf'Y (S7) (1o) (9o) 11 PIKE PLACE GAS METER ' /E.t IGAL_ G.o RI5ez VG� mom tIZTIA alloL.l6 To UN Li t E IOIt_ -� C.1. WYE. y8 SEND G.I. PIPE DESCRIPTION REVISIONS ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER 8 MUST BE RETURNED UPON COMPLETION OF THE WORK. INPLIr (TYf?) NATURAL GAS RISER DIAGRAM NO SCALE YARD CLEANOUT NO SCALE PARTIAL FLOOR PLAN MECH. RM. 1033 ��— cMPl..O,(G - -e. T /r. r— PL�b• PIA -n:42e pI�HyJ,c15NGt~ , PLgb• Pt)47LRE I'OO 'TE12 5EE 2614I1. 804 HTg- 120° r♦ 180 it." fi.EC.rR•C. LI J ;w 110 HW€z --- lI /2u HW FAN F-11. NOT SNoWN Fog. CLAtz t-ri �1 ALL BLOWDOWN PIPING SHALL BE SCHEDULED 40 BLA'K STEEL. 0 INSULATED 3/4" SLOWDOWN PIPING BETWEEN PRESS BOILER AND BLOWDOWN TANK WITH 3/4" THICK INSULATION. c 'SLOWDOWN TANK AND PRESS FINISHER SUPPLIED BY MARRIOTT. PLUMBING CONTRACTOR TO PROVIDE ALL INTERCONNECTING PIPING. WASHINGTON REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER G-d UH -A 2" yr w•r YH I • LJ Fe..LOP CONSULTING ENGINEERS INC. 8622 Crownhill Suite 201 San Antonio, Texas 78209 (b 112) 826 -6392 (TAN - oNl.-( ) E51.,oIP.! W N 'TAJ�1 iL TYPICAL GUEST ROOM RISERS NoT : 5EE PL2 OR PLGNS R1S FOR P.Di71T ioNAL rze atilgemeN1 's. Prze' , . FINE kern, REGISTERED ARCHITECT JERRY THEIS STATE Of WASHINGTON SECTION /4 " :5. +0.., 1/2 risr.A N u CONN. VAL■JE 3/411 piZ4IIJ ree ro o. TjNG P MPa AS sPac. P -3 FI.Ue. -21/4." >zjoit.eR. ti CONTRQLS DO I I. E i3L.O W C?01,41 -1 CoNIN�Gi 10M. Ii4SULATEn HW 6TOR. at414 LAUNDRY EQUIPMENT SCHEMATIC NO SCALE 4040 BROADWAY • SUITE 410 SAN ANTONIO, TEXAS 78209 NO SCALE • INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON 7 Q.C. 20058 E r.1,!7.r Il ,,-JUL 1.6 1987 CI -r Cxf.i '..Ii!'. : ILA DRAWN UC / vo APPR TLW JOB NO C870 ISSUED SCALE AS NOTED DWG NC Atos eoreifa•a,ca 1,, ». ;ra1y:14 .4:3 :.V..1aa: V2W.,;sNX;4P19rairc.•r, ns x,A.rarrw,I14:: } '°1% 04' {XJrc'A44.SM'.A4^2*i.. yOfu+GM'.! d'1 +J i.. , CP,•t%.,'?'e!� Vf@.":'•A.`fiX+'1ii'.7'7Y.t; i'Y'^i 0410V +APf'30,e *01$904.4"11 P!i 2 •,:"..:ar'7N!_ ' flaNX4941% .32 fi►lp c` 3E'•^fAdF.C�aO�!en'Ali KKedtlie 0,1 749! l61e0Prmw.vz,h+•�w�r�wrrlr+rARw • IIIIIIIIIIIIIIIIIIIIIIIIII IIIII, IIIIIIIIIIIIIIIIIIIIIIIIfIIII !IIIIIIIII 1111 IIIII 11111 I I III IIIiIIIIIIIII III' I I IIIIIIII 0 14 711!. INC.. 1 2 !►.. ;.a.. 6 7 .8 . if .,reietiifilmad'..dne iattt .Is less clear than .'thi's., . >. III11111! III IIIIIIIIIIIIII1III1IIli1111III1IIIIIiII111111 11 MAMF INGFRMANY 12 9 10 �c- the Acousto- L:lamp high eared model itOrporates the same features as the regular Acousto•Clamp. except it has some additional installation features. II has a high oar which allows it 10 be nailed 10 floor joists. studs. or tech screwed or riveted to aluminum studs The ears can be removed to allow its use in venous types of metal hanger devices Available in sizes W-1-- TSe Acousto - Lstor is a product designed to allow pipe io pass Through studs. plates. partitions. etc s The Acousto -Foam liner holds the pipe away from the structure and reduces pipe noise as the Same time 11 is easily installed on metal studs as wen and comes in sties ' '1r" & 'V" SIZE STOCK NO. ID. NO. SIZE STOCK NO. I.D. P40. /t" ACH '/� P6201 34" ACH 34 P6202 1" ACH 1 P6203 AL Y2 P6301 AL )4 P6302 GENERAL NOTES 1. WATER LINES 3/4 INCH IN DIAMETER OR LESS SHALL BE ISOLATED FROM STRUCTURE AS SHOWN. When using galvanized pipe. use a clamp one size larger than the pipe. 2. ALL PIPING THAT IS NOT ISOLATED FROM PIPE HANGERS BY INSULATION OR AS SHOWN SHALL BE ISOLATED BY METAL BACKED FELT SEMCG OR EQUAL. NO PIPING SHALL BE INSTALLED IN DIRECT CONTACT WITH WOOD OR METAL FRAMING IN THE BUILDING. ALL CONTACT POINTS SHALL BE ISOLATED WITH FELT, SECURED IN PLACE. 3. VERTICAL PIPING SHALL BE SUPPORTED WITH 40 DUROMETER 3/8 INCH THICK RIBBED NEOPRENE PADS PLACED UNDER GUIDES. FIRE SPRINKLER, GAS AND VENT PIPING NEED NOT BE VIBRATION ISOLATED. g. ALL WATER LINES GREATER THAN 3/4" IN DIAMETER SHALL BE ISOLATED FROM THE STRUCTURE USING METAL BACKED FELT PADS AS SPECIFIED IN THE PROJECT MANUAL. 6. NO CHAIN SAWS SHALL BE ALLOWED ON THE JOB! 7. CONTRACTOR SHALL BE REQUIRED TO FURTHER ISOLATE ALL WATER LINES AS INDICATED ABOVg WHEN BLOCKING HAS BEEN INSTALLED TO CORRECT FRAMING AS DIRECTED $V THE MARTT'REPRESENTATIV'E. CLAMP DETAIL ACOUSTO-KIT (SHOWeRS) A secure pipe clamp and Sound absorber of water piping noise ail in one Reduces plumbing nose up 10 65% when used with other components of the system The secret is the Acousto -Foam liner which opens with the clamp when spread apart The Acouslo•clamp allows,epual amounts 01 foam to encircle the pipe.; thus assuring • Ouauty control in the installation Comes in saes 'rr -• 1- ACOUSTO -KIT (SINK & LAVS) (for 24" o/c studs) SIZE STOCK NO. I.D. NO. P6101 AOtsusto -Kits are also available for Melts & lavitories. LSP offers three types. The first is attached to the DWV pipe with a stainless steel band. Specialty Products produces a number of 'SHOWER ASSEMBLY "Acousto-Kits" comprising metal brackets and various 'Acousto - Plumb' components. t ' I The tub and shower bracket assembly allow • �,�'' tub and shower Valves to be completely �'�/fii .,. isolated from the framing structure. Each i.,N kit contains two brackets and S/2" Acousto. I �!�� Lstors. 1 J)'' At,- Acousto -Kits aro available for water closet installations. LSP provides three models. The first is a diagonal brace that stretche6 from plate to stud. A second secures and isolates the pipe using a metal bracket strsaching from stud to stud. The third re- quires nailing orro bracket to one stud. Each kit contains one bracket and one 1r'2' Acousto- Lator. I.D. NO. ., DESCRIPTION .� P6730 1= bracket (20') & 1- Acousto -Later P673! 1- bracket 2S' & 1- Acousto -Later 6732 1- Single bracket & 1- Aaousto•Lator DESCRIPTION A wand nd method requires nailin;i or screw- ing tha bracket to alt studs Two sizes are available: a) 20' bradbt for 16' a/c studs , b) 26' bracket for 24" ok studs. Each kit contains one bracket & two 12' Acousto - L.afias. NOTE: See installatio�i tips for securing insulator and meta/ brackets. LC. NO. DESCRiP i ION P6103 When using galvanized piping. use a clamp one size larger than the pipe Instate lon is quick and simple. Simply nail or screw the bracket to the framing studs. poiion the valve assembly through the openings in the brackets, open 'Acousto Caters' around the. pipe and push into the bracket openings. This assembly not only reduces noise but is a superior fastening system as well & 2- Acousto -Leto 1 bracket 26' a 2- Acousto•Lato 1 bracket (20'111, 2- Acousto•Lato REVISIONS D. No. DESCRIPTION P6710 2• ckets 26" &r6 -Ac usto•Lators P6711 2 brackets 20' & 6- Acousto - Labors P671 2 brackets 6' & 4- Acousto•Latois P6713 2-brackets 20' & 4- Acousto- Labors ALL MEASUREMENTS MUST BE CHECKED :ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPEC' FJCATYONS ARE THE PROPERTY OF THE OWNER AND MUST BE. RETURNED UPON COMPLETION OF THE WORK. SINK & LAS/ ISOLATION 12 r 236 • : . ,...7° ,..t -4 - ?-r . WASHINGTON REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER . MIXING VALVE REGYSTERED , RCHITE`CT The Acouttto- Sleeve. is a spacing device designed 19 slip over the wale. supply nipple or stub out so that the'Acousto- Scutchek n can easily be installed It is positioned on tine pipe during the top our stage after me plumber has installed the other various Acouslo•Flumb System clamps and insulators Once in place the dry was contractor will cut around the spacer Instead of the pipe When the plumber Is ready to set finish he simply removes the spacer Irom the nipple He not only nas a perfectly round hole which will accept the AcOusto.Sciacneor but tne'prpe will be clean, ready for the Installation of the angle stop Acousto Sleeve .s `avaIable .n sizes "' �,' & 1- SIZE STOCK NO. I.D. NO. AS P650 AS . P6502 AS 1 P6503 The Acousto- Scutcheon 's designee to matte an attractive cover plate for water supply nipples penetrating the wan It 100 has the Acousto -Foam liner thus preventing the pine hem contact :ng me structure or wanboaro The Acousto•Scdtcr•.eon is available In v ry COIOred plastic or moire. plated CHROME CHROME -HOT AND COLD WATER PIPING CHROME 1'' AEC 1 P6412 TEE NEAR BOTTOM - PLATE AND UP TO TUB /SHOWER MIXING VALVE PLUMBING WALL BASE; PLATE SLEEVE DETAIL INSTALLATION REQUIREMENTS FOR NOISE REDUCTION IN PLUMBING SYSTEMS ACOUSTICAL ISOLATION OF TUB/SHOWER MIXING VALVE NO SCALE 1. PROVIDE LOWRY'S PAD, FLASH BAND ASPHALTIC SHEETS, OR BLUTHENE 3000.IT SHALL BE MOLDED AROUND THE DROP EAR ELBOXS AT SHOWER AND TUB STUB - OUTS ON ONE SIDE OF THE BACK -TO -BACK BATHROOMS TO FORM A TIGHT SEAL WITH THE GYPSUM BOARD. 2. SEE SHOWER -TUB ISOLATION ABOVE. ACOUSTICAL DETAILS NO SCALE The plerealRg ayllem by pt nllwe degrades the aciustia l integrity 01 well Thit to primtrtty due Is theist! that the ylurblng evolve., s loved comer. n gonttratty atlacheQ to MI ilydt or (rues well in eider le etlsv4le th! prrb'Em et Is noise pis ptumeine synch Mutt be isolated (rem IM bremewsre The Iohewing tnstenotren iuquesmonls it Itteettery In War tell) ro uc: Ms level Ot mill Rom the ilv*bft lytt m, (t) ts3lets ill tyolsm IrsM IM atruclure SUPPLY LINES • Air het and kiwi water pipes linings, end valvas tiled NEVIN two in drat CMlict write the beading sinister. matt steal sr drywall TMy etc ti W Ie$Utsd ionh spitielly assigned limps one Rbaglhg devteos Mil hove s syntMttc rebtrer shock abta lice erie mated elllen iarralrikatvaxasearranommamematimatimm • All slab soil libelist fescue shag be rssIslot with s s /iiIStiy daugnid etoutlic •(Slot tIal ti atpinMYW between thei Iiut11 Ind OS Reunites tonic, lithe lute I41)1 eMwer mac d!0 I • 1em titpply ttub•W11 shall Se isdelaC lrem Pis %hel4Vel wlbbeerd std saw* 6411e* 1st14 to eeemetecsl tteuteMei Thsw tortes ant ms to 11h11n 3 6pleas 4s 611m y *Nets ass pkimiblrla ayotens Item alts tr000rork ref stilt toad se s IISPA sheet may pit sfala3 bisUeaFtteal t14Msre. k ll ithponiat us* d ale Ilia IlbdsC oarkwesti bd lib44 Wed** 1.:1 ss a system to Nom ash*. soh tallied le is b psm".Last turtttlart Amy eaten w wombed tae teed ; $ Mry one: ov webtal vAb eftlmeasriyI esSeatA0 OtettleaMls el tae wars Syttata. Tits Rtsavitatetp has Magi/ i t Neel Ida MOM bolds. lade hods / Mai . bi Roll th la OAR bit cf set►sho$4e ksI iW di�plTf1(rram idle +.3 olotborw ere miss Rr'i!)silt WOn n>tYpl • IregallsamailattkvbsullimeneemallaateMS011allail • . uhYrr +rWrrM too *or tK•IMM.a(.OyMM4N♦* 44 W" •r.' ", Ides .. ,y• • Tee meaty of heal ell sateen steaat be post web hberbtsis N www.es elder il. The bet e1 W tabs shell as Emceed • plot ttbw evaNep sisdtahliss. sea vale WM ossetrattene cif atnisitl"s walls, sows Nadu Moo do 1W pea►erably Algid is east Webs 11 AI= M aaotItte sods Sarre echo Mb pope rtrosi to wad ad Nbsr$set k ape• IMO tdlsbrd well, M r<phlfil Witt all erAN110 IOW prerlfel. tM sitsw Missy t!b tied arss% Mel lobar bt tisie be keta ems glutton blocks sad mail •∎∎ outlets, w a IbN ttnblbrlM. INTERNATIONAL HEADQUARTERS WSH( TNI DA NGO, D. C 2OO58 DRAWN APPR TLW ISSUI.V SCALE . AS NOTED DWG NO r - xcirez S+sK ail a r+aanya+N4 dramrvs r. s,,Rra a r• .+ rr .:rr.e+.xtitAl(Cll1N�7ar Y'iYF F�•'> .'wv....sa��r� ..+.*.crr•,•re�a31r' AY i�fY4i1► I'+ gJF� +did++t91M(lyR:'++?I+r�u:ue*�s raq.t.a+ . c .K+�;yak,�i+F.,UJyIA(ri1�at'liet wW 03400( ek4WalePV'!,MavafiA.'+lR f" k7kal f0".. 7iiM9Nltw. 1A•PrIM,#,r.4.0.,;'a:t� +.,:'°n mRVa.Sr(."(SGwi �tt1C�r.+ori4tti"`�+r•. }.• w�slct IIIIIi II IIII II II II II IIIII III II II IIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 16 1•46 INC ti 2 ( i APicge r!r f3 f.,•,•E?•'satiwooas•bY. iNG'ro V'is.H•w.st- ,o:r*.w .07.0014.141 'rsMfflM.:.VAKr/y'"' �y.....4.,4,. iY..;u� e IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 9 10 11 MADE IH(EPMArn 12 A .f: VeNT TgMiNAL. 1 DBL /DBL LINEN_ R 2OOSA THERMOSTAT WITH BLANK COVER FOR RTU -2 ON ROOF. THERMOSTAT WITH BLANK COVER FOR RTU -5 ON ROOF. PROVIDg ALL MOUNTING HARDWARE ' INCLUDING THREADED RODS, NUTS, WASHERS, ANGLE IRON, CLIP ANGLES, BOLTES, ETC. AS REQUIRED TO PROPERLT INSTALL KITCHEN EXHAUST HOOD. COORDINATE WITH STRUCTURAL & KITCHEN DRAWINGS. EXHAUST HOOD AND DUCT SHALL COMPLY WITH NFPA 96 STANDARDS. SEE DETAIL 709. 05 ALL ALUMINUM, VAPOR TIGHT DISHWASHING EXHAUST DUCT O.H. TO F -18 ON ROOF. SEE ROOF PLAN FOR CONT. 6) 14" X 8" EXHAUST DUCT 0.H. FROM PUBLIC T /R'S TO F -14 ON ROOF. SEE ROOF PLAN FOR CONT. G 50" X 14" RA DUCT UP AND TRANSITION ROOF. FULLY LINE MAIN SA DUCT FROM RISING TO ATTIC. a 50" X 14" RA DUCT ANQ 60" X 12" SAS"' DUCT UP AND TRANSITION TO RTU -1 ON ROOF. FULLY LINE RA DUCT AND LINE ALL SA DUCTS FROM UNIT THRU 1ST ELBOW RISING TO-ATTIC. 0 14" X 8" EXHAUST DUCT FROM LOUNGE AND LOCKERS TO RISE 14" x 14" TO F -21 ON ROOF. STAIR NO i CONFERENCE ROOM AND 60" x 12" SA DUCT TO RTU -2 ON RA DUCT AND LINE UNIT THRU 1ST ELBOW"'. WITHDRAWN. Ft ' __ _ 1 _ - 11 WITHDRAWN. 12 18" X 12" FULLY LINED SA DUCT TO RISE TO AC-1 ON ROOF. 0 18" X 12" LINED RA PLENUM O.H. AND 18" X 12" RA DUCT TO RISE TO AC -1 ON ROOF. 14 FAN & COIL UNIT MK. FC -1 AND DUCT. SEE DETAIL 705, SHEET M -7. 15 THERMOSTAT WITH BLANK COVER FOR RTU -1 ON ROOF. 16 8" DIA'. TYPE 1°B" VENT FROM WATER HEATER WH -4 ROUTED O.H. BELOW ROOF -CLG. AS INDICATED TO SHAFT /CHIMNEY. COMPLETE WITH SLEEVES, SUPPORTS, ATTACHMENTS, FLASHING, WEATHER CAP, ETC. VENT TERMINAL RISE 2' MIN. ABOVE ADJACENT SLOPED ROOF PER CODE. PROVIDE 6" DIAM.'COMMERCIAL DRYER VENT TO EXTERIOR WALL, COMPLETE WITH SLEEVES, SUPPORTS, ATTACHMENTS, FLASHING, ETC. COORDINATE WITH OWNER FURNISHED DRYERS. PROVIDE 900 ELBOW TURNED DOWNWARD FOR TERMINAL AT WALL. TWO COMBUSTION AIR LOUVERS AS INDICATED, ONE 12" A.F.F. AND ONE 12" BELT CEILING. SEE ARCH. LINED 14" X 6" TRANSFER DUCT 0 20" X 18" LINED TRANSFER DUCT STUBBED TO 14" X 12" RA DUCT AS N- DICATED. 17" X 17" HORIZ. MAKE -UP AIR D URN UP TO MAKE -UP AIR UNIT MAU -1 ON '11P:' PROVIDE 1260 CFM, 14/12 BRANC'- 1 TO • 10 X 16 HOOD COLLAR AS INDICATE) PROVIDE 17717BRA lCFI'�1500T -/ S i T I ON I NG 1 F.S AEI . LCA7ED_TD.:EL..EILA 613 rF-M1 -ii 1 ;. HOOD COLLAR AND A'525 CFM 8 X 16 H00» pt. AR. COORDINATE HOOD CONNECTIONS, SIZES A D LOCATIONS WITH KITCHEN DRAWINGS AND OWNER. DUCT TOCOMPLY WITH NFPA 96 STAODAR6 . SEE SPECS. AND DETAIL 709. JCIING 018] -lo /e, Y L_Ar 160 COViVECTOH "t7nt MEN L1p?j ALL MEASUREI,IENTS IIUST SE CHECKI,I'Q ON THE .tom SY THE CONTRACTOR . ALL PRINTG ANO SPECIFICATIONS ARE THE PROPERTY Of THE OIMtEA ® tom! SE RETURNED UPON COMPLETION OF THE WORK. • I=J ■ L�1 L'- J I r ' t • � • L �: tU:` ��; f rat • ,1 si 46 • _ . t (; )Ant11.1" ial • rl9L•+w,w`T14lnr.,•_ ._. I4i12tL;0tI~DY I I i ' PROVIDE THREE (3) EXHAUST DUCT `q EMS ENCLOSED IN RATED SHAFTS'AND CO PLY1ING WITH NFPA' 96 STANDARDS AS INDIC T pp,, PROVIDE 1800 CFM 12 X 12 DUCT Fpi1 E12 X 12 HOOD, COLLAR TO EXH. FAN F -19 0ti .ROOF. PROVIDE '1225 CFM 10 X 10 DUCT F1(2 10 X 10 HOOD COLLAR TO EXHAUST FAN Ft ON ROOF. PROVIDE 750 CFM 8 X 6 DUCT F OM 8 x 8 HOOD COLLAR TO EXH. FAN FL81 ON IRe.Of.- COORDINATE HOOD CONNECTIONS,'SIZE ND LOCATIONS WITH KITCHEN DRAWINGS AOD OWNER. SEE SPECS. AND DETAIL 709. I 1;D' • �► X'F'03 1-8- re-SA-Z. '_5A-F R7�"'DIJCT •di Y-UIi'I T-T"FI IIT"RUZ1F CURB TO CAUFM- ; ODDS OS TRANSITION 70 UNIT AS REQUIRED. -ROVIDE I 12" HIGH ROOF CURB COMPLETE WIT LASHING COUNTER FLASHING, SEALANTS, ETGi. ND CORODINATE WITH ROOFING TRADES. THERMOSTAT WITH BLANK COVER FOR -I ON ROOF. PROVIDE 6" x 6" O.A. OPENING W! 1-i O.B.D. AND BIRDSCREEN AND ANUS OR 100 CFM. r J' PAUL G. • ,.9ER' .1R:.` ‘I� moo• °fit. 2236 .r° f ! C/SY4 s/ONAl tt.: ( 7 WASHINGTON, REGISTRATION APPR VED. AND PENDING ISSUANCE OF NUMBR 12/24 T RANT •sI1PPL.Y AItZ DIicr LINEN AM [29961 PROVIDE METAL DUCT FROM 0.H. DUCTWORK AND DROP TO F.D. & A.D. AT ROOF ASSEMBLY FIRE SEPARATION. PROVIDE FLEX FROM FIRE SEPARA ?'lON F.D. TO DEVICE. 27 PROVIDE F.D. AND A.D. AT ROOF ASSEMBLY FIRE SEPARATION. 28 SEE SCHEDULES FOR SPECIAL MOUNTING REQUIREMENTS. 29 MOUNT LOWER LIP OF FAN 12" MIN. ABOVE ROOF AND /OR WHERE FAN IS NOT VISIBLE 'FROM GROUND. ' KITCHEI,! 6012A LiNt✓5 QN• tN rH1r, vtc,INIrY. car olNAi E. l �x CzouTINCt AND GLeARANG . jECH -A �-- i 640 i!,.Y3S8,18.1krES' WNSULTI NG ENGINEERS INC. 8822 Crownbill Snit* 201 Sam Antonio, Teas. 78209 (612) 826-6392 ' J-"-' ECH -A 540 12/2!0 ECH -8 61.oi I PPUSE Pr.17 , MffCHA n-fl c. E/14 TELE EQU. MATCH LINE - SEFZ _J1 KING CONNECTOR AkmiT[CTUMQ AND PLANNING CONSULTATION 4040 BROADWAY •e SUITE 410 SAN ANTONIO, TEXAS • 78209 ELEC ROOM SFAIR NO 4 KING STAIR NO 4 KING roa KING KING • INTERNATIONAL HEADQUARTERS IMARRIOTT DR WE WASHINGTON , D.C. Mel $EET 1TtLE FIRST FLOOR PLAN PUBLIC SPACE MECHANICAL ISSUED - ►LE AS NOTED I» NO.�....�.. MECHANICAL ' 7.. or„ !,7wepylNAN:AN,t0).SW: .. wu....n..... wr+4n'yr t.Mw000r1x>arraurole•AfJ .IFA C1CYWAlf 00 W'"3• :�y�GXf'- '1.>,{i4'".f ? IUJL-` ON9AwaSL9WK :.xeo.ry4?•YtWw.9..:tlPfE,solorm0AIN.o:PM ry ..' .w o4terrokI.mry, Y^LfOrArg!".r:'A�i ns, ∎4 +01, riY..•.ta „wt••scr'�.�frp. *�ir.�cr'S 2+Yt ;' .... ^L'ctA1422 Y +w : .rte ... r . 7.0• ..- •� Il.da X� aaaac xiA,Y.�+v�..n,,r..,•r.+°.,., v^v ».Ba+,aS•rlH �+n..avn: Y•lV.NSt:'+rXl:. .�cc. k�Y.it�:&? Ai+ fw9Ff.. mvs4/} i+ / a' dAfu', $11 w <x ;; 111111;1111111;111;!1i1i1ii1111 11111111 1111111 ;i11l111111111111111111iji .., n 401 44 ...... .... 1 I�aeii�r TO, 0011 AOPIL 110 PROVIDE 6" DIAM.'COMMERCIAL DRYER VENT TO EXTERIOR WALL, COMPLETE WITH SLEEVES, SUPPORTS, ATTACHMENTS, FLASHING, ETC. COORDINATE WITH OWNER FURNISHED DRYERS. PROVIDE 900 ELBOW TURNED DOWNWARD FOR TERMINAL AT WALL. TWO COMBUSTION AIR LOUVERS AS INDICATED, ONE 12" A.F.F. AND ONE 12" BELT CEILING. SEE ARCH. LINED 14" X 6" TRANSFER DUCT 0 20" X 18" LINED TRANSFER DUCT STUBBED TO 14" X 12" RA DUCT AS N- DICATED. 17" X 17" HORIZ. MAKE -UP AIR D URN UP TO MAKE -UP AIR UNIT MAU -1 ON '11P:' PROVIDE 1260 CFM, 14/12 BRANC'- 1 TO • 10 X 16 HOOD COLLAR AS INDICATE) PROVIDE 17717BRA lCFI'�1500T -/ S i T I ON I NG 1 F.S AEI . LCA7ED_TD.:EL..EILA 613 rF-M1 -ii 1 ;. HOOD COLLAR AND A'525 CFM 8 X 16 H00» pt. AR. COORDINATE HOOD CONNECTIONS, SIZES A D LOCATIONS WITH KITCHEN DRAWINGS AND OWNER. DUCT TOCOMPLY WITH NFPA 96 STAODAR6 . SEE SPECS. AND DETAIL 709. JCIING 018] -lo /e, Y L_Ar 160 COViVECTOH "t7nt MEN L1p?j ALL MEASUREI,IENTS IIUST SE CHECKI,I'Q ON THE .tom SY THE CONTRACTOR . ALL PRINTG ANO SPECIFICATIONS ARE THE PROPERTY Of THE OIMtEA ® tom! SE RETURNED UPON COMPLETION OF THE WORK. • I=J ■ L�1 L'- J I r ' t • � • L �: tU:` ��; f rat • ,1 si 46 • _ . t (; )Ant11.1" ial • rl9L•+w,w`T14lnr.,•_ ._. I4i12tL;0tI~DY I I i ' PROVIDE THREE (3) EXHAUST DUCT `q EMS ENCLOSED IN RATED SHAFTS'AND CO PLY1ING WITH NFPA' 96 STANDARDS AS INDIC T pp,, PROVIDE 1800 CFM 12 X 12 DUCT Fpi1 E12 X 12 HOOD, COLLAR TO EXH. FAN F -19 0ti .ROOF. PROVIDE '1225 CFM 10 X 10 DUCT F1(2 10 X 10 HOOD COLLAR TO EXHAUST FAN Ft ON ROOF. PROVIDE 750 CFM 8 X 6 DUCT F OM 8 x 8 HOOD COLLAR TO EXH. FAN FL81 ON IRe.Of.- COORDINATE HOOD CONNECTIONS,'SIZE ND LOCATIONS WITH KITCHEN DRAWINGS AOD OWNER. SEE SPECS. AND DETAIL 709. I 1;D' • �► X'F'03 1-8- re-SA-Z. '_5A-F R7�"'DIJCT •di Y-UIi'I T-T"FI IIT"RUZ1F CURB TO CAUFM- ; ODDS OS TRANSITION 70 UNIT AS REQUIRED. -ROVIDE I 12" HIGH ROOF CURB COMPLETE WIT LASHING COUNTER FLASHING, SEALANTS, ETGi. ND CORODINATE WITH ROOFING TRADES. THERMOSTAT WITH BLANK COVER FOR -I ON ROOF. PROVIDE 6" x 6" O.A. OPENING W! 1-i O.B.D. AND BIRDSCREEN AND ANUS OR 100 CFM. r J' PAUL G. • ,.9ER' .1R:.` ‘I� moo• °fit. 2236 .r° f ! C/SY4 s/ONAl tt.: ( 7 WASHINGTON, REGISTRATION APPR VED. AND PENDING ISSUANCE OF NUMBR 12/24 T RANT •sI1PPL.Y AItZ DIicr LINEN AM [29961 PROVIDE METAL DUCT FROM 0.H. DUCTWORK AND DROP TO F.D. & A.D. AT ROOF ASSEMBLY FIRE SEPARATION. PROVIDE FLEX FROM FIRE SEPARA ?'lON F.D. TO DEVICE. 27 PROVIDE F.D. AND A.D. AT ROOF ASSEMBLY FIRE SEPARATION. 28 SEE SCHEDULES FOR SPECIAL MOUNTING REQUIREMENTS. 29 MOUNT LOWER LIP OF FAN 12" MIN. ABOVE ROOF AND /OR WHERE FAN IS NOT VISIBLE 'FROM GROUND. ' KITCHEI,! 6012A LiNt✓5 QN• tN rH1r, vtc,INIrY. car olNAi E. l �x CzouTINCt AND GLeARANG . jECH -A �-- i 640 i!,.Y3S8,18.1krES' WNSULTI NG ENGINEERS INC. 8822 Crownbill Snit* 201 Sam Antonio, Teas. 78209 (612) 826-6392 ' J-"-' ECH -A 540 12/2!0 ECH -8 61.oi I PPUSE Pr.17 , MffCHA n-fl c. E/14 TELE EQU. MATCH LINE - SEFZ _J1 KING CONNECTOR AkmiT[CTUMQ AND PLANNING CONSULTATION 4040 BROADWAY •e SUITE 410 SAN ANTONIO, TEXAS • 78209 ELEC ROOM SFAIR NO 4 KING STAIR NO 4 KING roa KING KING • INTERNATIONAL HEADQUARTERS IMARRIOTT DR WE WASHINGTON , D.C. Mel $EET 1TtLE FIRST FLOOR PLAN PUBLIC SPACE MECHANICAL ISSUED - ►LE AS NOTED I» NO.�....�.. MECHANICAL ' 7.. or„ !,7wepylNAN:AN,t0).SW: .. wu....n..... wr+4n'yr t.Mw000r1x>arraurole•AfJ .IFA C1CYWAlf 00 W'"3• :�y�GXf'- '1.>,{i4'".f ? IUJL-` ON9AwaSL9WK :.xeo.ry4?•YtWw.9..:tlPfE,solorm0AIN.o:PM ry ..' .w o4terrokI.mry, Y^LfOrArg!".r:'A�i ns, ∎4 +01, riY..•.ta „wt••scr'�.�frp. *�ir.�cr'S 2+Yt ;' .... ^L'ctA1422 Y +w : .rte ... r . 7.0• ..- •� Il.da X� aaaac xiA,Y.�+v�..n,,r..,•r.+°.,., v^v ».Ba+,aS•rlH �+n..avn: Y•lV.NSt:'+rXl:. .�cc. k�Y.it�:&? Ai+ fw9Ff.. mvs4/} i+ / a' dAfu', $11 w <x ;; 111111;1111111;111;!1i1i1ii1111 11111111 1111111 ;i11l111111111111111111iji .., n 401 44 ...... .... 1 I�aeii�r TO, 0011 AOPIL ase • DS DS 430 J DS DS DS DS Ds DS OS DS DS STAIR NO 1 CONFERENCE ROOM 1 ruler I?1. -1631 .... I: SEE AN.` -\ MATCH LINE- UP ' SEE SHEET M -2 • .lk EWH -A `,( NOTE: I INSTALL rANS F.141 A F -1"1 ANV D7Ucr TIGHT A AINST OF. -IeT4 T ( TT'M i CONFERENCE ROOM 1 F, R EWH -A °SJ ELEV EQUI KING !15.71 E MC 0 3 A Jr„-- -FILEVAT LOBBY r OO2A1 KING 1_10 KING ACCESSIBLE ACCESSIBLE \\ _0 c) Vi 260,4 4 LINEi7 PLENUM v 30 MATCH LINE - SEE SHEET M -2 L.INFD 430 LINED. GUE ORRIDO" �_...__.... _._..___s 430 oc.l �CD, KING f1411_ EWH-A •' MINI— SUITE KING \, '-‘\ \--et N 1!1--SqUI I T E KING [1===g7_ 1�6 MINI —SUITE _i=a SITTING NEC R KING A CE 1 DBL /DBL 15_J DBL. /DBL 152° KING !1501 KING (tae; KING pia DBL /DBL (t) i4 NO 2 J CONNECTOR MINI—SUIT SITTING 4/14- uNed's EXERCISE ROOm DESCRIPTION REVISIONS _2=1— { OS DS Dtj Ds C;11,,ftliktsleC) iEWN- ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER $ RUST SE RETURNED UPON COOAPLETION Of THE WORK 315 NOTES FOR SHEET M -3 PROVIDE F.D. BEHIND GRILLE. BATHROOM GROUP EXH. AIR RISER DUCT. SEE DETALIrS-'C 10 , 605, E 608. d Q 11 NER FURNISHED, CONTRACTOR I NSTALLEp ..T-#1 ii -WALL A/C UNIT AS SPECIFIED. DETAIL 606. WIT RAWN. CORRI k SUPPLY AJ.R%REG I STER I N WA!. L M0OUFt1'ED AS HIGH AS POSSIBLE. BATHROOM - GROUPIEXHAUST AIR RI R -iiUCT FOR CONNECTOR TYPE SUITES. SEE DETAILS 601 AND 608..„,---- BATHROOM'GROUP E.HAIJgT AIR RISER DUCT FOR MINI -SUITE SIMILAR TO CONNECTOR TYP.C'SUITE OF DETAIL 608. SEE DETAIL 601. PROVID DEV I CI?'S EACH END AS INDICATED. PRO IDE TRANSITION DUCT AS REQUIRED BETWEEN FAN AND AIR DEVICE AS NDICATED. P VIDE 18" X 6" LINED TRANSFER DUCT ABOVE CEILING AND WITH AIR D VICES EACH END AS INDICATED. PROVIDE F.D. AND A.D. AS INDICATED. OWNER FURNISHED, CONTRACTOR INSTALLED THRU -WALL A/C UNIT AS SPECIFIED. SEE DETAIL 606. 24" X 14" LINED SUPPLY AIR DU UP TO 2ND FLOOR IN VERTICAL CHASE. PROVIDE F.D. AT ENTRY TO CHASE (SEE ARCH. DTL. SHT. A -10) AND A.D. AS INDICATED. PROVIDE 4" DIA. DOMESTIC DRYER VENT FROM OWNER FURNISHED DRYER IN ROOM 1007, ROUTED TO EXTERIOR. PROVIDE WEATHER CAP, SLEEVES, ATTACHMENTS, ETC. USE RIVETED AND /OR CODE CONSTRUCTION SMOOTH INSIDE SURFACE THRU -OUT. COORDINATE WITH DRYER MANUFACTUR[R'S RECOMMENDATIONS AND OWNER'S REP. I 2" X 6" LINED TRANSFER DUCT ABOVE CEILING AND WITH AIR DS • -WIWI 44 imAugg li11.111 ALL DUCTS SERVING POOL AREAS SHALL BE ALUMINUM. TWO COMBUSTION AIR LOUVERS AS INDICATED, ONE 12" AFF AND ONE 12" BELOW CEILING. SEE ARCH. 400 400 .,PROVIDE TYPE "B" VENTS AS INDICATED FOR POOL EQUIPMENT, CONSISTING OF-. 9" DIA. WHIRLPOOL VENT AND AN 7" DIA. POOL HEATER - -V€ CONNECTED TO A~6QMM0N i2" DIA. VENT RISER THRU ROOF, COMPL WITH HOOD CONI<tE.CTIONS, WEATHERCAP, FLASHING, SUPPOR , ETC. EXT%\ '`,.VENT TERM I N1t 2' MIN. ABOVE ADJACENT PARAPET R CODE. \ \\ . / \ NDICATED AND TRANSIT! 18 PR0/1•DE LINED 24Q' -X 14" SUPPLY AIR DUCT AS TO RTU=3`.0R 4 AS APP'L-i.CABLE ON ROOF. 19 POOL EQUIPMENT ROOM SUPPL'Y.AIR FAN MK. F -1 WITHDRAWN. /// MOUNTED ON WALL. \� \, �JND DUCY4AOPS FROM OVERHEAD S I ND 1CATED .- -.--/% SEE ARCH. DETAIL A29 3 FOR SHAFT ENCLOSURE,_/ HORIZ. 6 VERT. FIRE EPAPATIONS ARti �' UNIT. SEE ARCH. <, /37 COORD Tiiii H R �1Fi1,RAIN. 307:.7( 1811 R/A P,LENU f \RDM L TO DUCT 0. H. /./ \ 1 / Ffi I 25 WOWDE, F.D. A(Nb A, D;" A DUCT R I SES bVER STRUC ' BEAM INTO ATTIC M D AS DUC'T`` B.9GP$ FROM .TIC TO CE I L I Rf„ CAVITY. p0RD I:4ATE PLVMB'tNG. PIPING AND SPP I NKLER 'R P! NG THIS, AREA. II 5E FROM Jt0W `FURRING +'T HIGH FURRING AS I N 'b'I,CATED. R I S \AND /TRANS I `ON , REQUIRED TO RTU-6. \\ \ \�.._...__....._..._ __ 4et,,It1DOOR ROOL4 I 500 eaa rr E OF .00 7#11.84:J?; , » 1i,,PAUL G ? ti ,. 2236 ;4•f 1 . �. 0Mfil 7- •14 ° *? WASHINGTON REGISTRATION APPROVED. AND PENDING ISSUANCE OF NUMBER - kwo 400 500 Plzen Pe PP. AT 114 ,FlitZrZ1146. CONSULTING EN0INEERS INC. 8622 Orownhill Suite 201 San Antonio, Texan 78209 (612) 826 -6392 DS t aS T:71- I 300 400 trit 400 REGISTERED ARCHITECT gri LJNI COolza MINI -SUITE SITTING _0B� 1 KING CONNECTOR 110; DBL /DBL 114 08L /DBL 116; KING KING fyo DBL /DBL i OBL/DBL [110A. • ri? CONNECTOR MINI—SUITE SITTING PS *1KN`iTLC ?UFIL Ahc ►LmtirMG 4040 BROADWAY • SUITE 410 SAN ANTO JIO. TEXAS • 78209 C0A+SU('ATION L� MINI—SUITE DBL /DB r:6161 v 7,11 NI—SUITE KING NO 3 [ ' EWH :477 GUEST +*-SRRIDOR 430 -A STAIR NO 4 KING Lod KING Loq KING /44c0 dP ELEVATO LOBBY KING <_�?.--- Q 430 LEC RM KING ) r ACCESSIBLE DBL/DBL DBL/DBL [001 KING KING kING 091 DS D os EWH 3 ,L3 DS Ds 1'J 3i5 oDS DS DSI OS INTERNATIONAL HEADQUARTERS. IWARRIOTT DRIVE WASHIN0TON , 0. C. 2001 SHEET TITLE FIRST FLOOR PLAN GUEST WING, - MECHAN ICA L FIRST FLOOR PLAN - GUEST WING MECHANICAL sr. e0mra+....cK+•..wn l,S01144L05 Y*Sh ilkkt*t ,Stra�AMs�i*i1FF. reAlcalt0: �#1 WS* Jr 0 riirTrd:17.177. t.11. 1 19871 I ' y�tiwi;ay�Y':J{ }i►fp 1�+�!Xik'+M��: -� ±:CAP (1�1I1�1f 1�1I1I1�lIlll�1f 1;III11 IIIII IIJIIifIlI11I1IIIi11 ;11111III1I'j1f 0 16 ills IN(,h 1 2 r I IIIIIf Ij1111111f IIIIIII1 IIIIIIIIi,IIlIIIIIf fII�IIIIIIIIIIII1l1I1iif IIIIIII�I;III�IIIIIIII1 1 l J 11 12 EWS miernf ilme3...dn Timent ,. is less clear thAn this , 6 7 f • • • ' STAIR NO 1 DBL/DBL ftfl DBL/DBL 12E31 DBL/OBL 1251 KING kef7:1 KING 12q1 KING 49 r V JED. 1)(1 12 Z 1 • ij KING ACCESSIBLE 047 DBL/DBL ACCESSIBLE t43.1 • KING 041 oq v KING KING pub!. - ••••• •/1 f .N.• LIIII; !! :,; ;1 j ; . i • ! i i h : -4 1,L' I 1 H -.' . . ', dl iOS _____.....•• __._....• _ . __.___ _.• _ __ _ • . . ii 1 1 I 1 1 1 i -...—........... - . 1"i1 11 I 111 1 1 1 11.111 1' . i I . • : 1 1 . 1 i 1 1 i i i I " : i i ' • i II f! h ■ 1 • , , ; ; • II - "Al iy1 .:1*1 [0:0A MINI—SUI KING \ 15APJ NI—SUITE KING F.D. F- RO. 4 A.D. MINI—SUITE SITTING ----- I / i Ji... q......_ [ 20 KING CONNECTOR Oei-sp] DBL/DBL DBL/DBL 05A KING 059j KING 0-44 KING rk4-1-011 DBL/DBL [0:4211 k-LiA DBL/DBL MINI—SUITE !CONNECTOR SITTING RTU- 4 OS _• ALL MEASUREMEP‘ITS MUST 8E CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER 8 MUST RETURNED UPON COUPLET ;ON OF THE WORK • NOTES FOR SHEET M-4: GUEST WING SECOND FLOOR HVAC 7 11 t1 5 24" X 14" LINED SUPPLY AIR DUCT UP FROM 1ST FLOOR AND 24" X 12" SUPPLY AIR DUCT UP TO 3RD FLOOR, BATHROOM GROUP EXH. AIR RISER DUCT. SEE DETAILS 601, 605, AND 608. OWNER FURNISHED, CONTRACTOR INSTALLED THRU-WALL A/C UNIT AS SPECIFIED. SEE DETAIL 606. NOT USED. CORRIDOR SUPPLY AIR REGISTER IN WALL MOUNTED AS HIGH AS POSSIBLE. BATHROOM GROUP EXH. AIR RISER DUCT FOR CONNECTOR TYPE SUITES. SEE DETAILS 601 AND 608. BATHROOM GROUP EXH. AIR RISER DUCT FOR MINI-SUITE, SIMILAR TO CONNECTOR TYPE SUITE OF DETAIL 608. SEE DETAIL 601 ALSO. PROVIDE 12" X 6" LINED TRANSFER DUCT ABOVE CEILING AND WITH AIR DEVICES EACH END AS INDICATED. PROVIDE TRANSITION DUCT AS REQUIRED BETWEEN FAN AND AIR DEVICE AS INDICATED. 12" DIA. TYPE "9" POOL EQUIPMENT VENT THRU ROOF. PROVIDE WEATHERCAP, CURB, FLASHING, ETC. SEE DETAIL 607. PROVIDE F.D. AND A.D. AS INDICATED. PROVIDE 16" X 8" EXHAUST DUCT UP AND 16" X 6" EXHAUST DUCT DOWN. NOT USED. PROVIDE EXTENDED 100% 0.A. INTAKE HOOD WITH BIRDSCREEN. DOORS TO BE NORMALLY OPEN ON AUTOMATIC HOLD-0^EN DEVICES. SEE ARCH. 1: 11 1 1 1 1;',77.---• IH1 11,1 .Iiij I :•• • ‘11 ill I ;;1i / Ir - _ • I ; • 1 • ; ; • / t• 1 -1 - 7- I 1 WASHINGTON REGItTRAJION APPROVD AND PENDING ISSUANCE1Or NUMBER. A co SIPPN CONSULTING ENGINEERS INC. 8622 Crownhill Suite 201 San Antonio, Texas 78209 (512) 826-6392 4, TS6 OS KING CONNECTOR 121,91 411 UH-C LINEN. RM PR9g 300 Ka_ KING PrJA DBL/DBL • E" OBJ.,./OBL 11;10 KING 018; DBL/DBL 1,;g1 DBL/OBL DBL/DBL CONNECTOR MINI—SUITE SITTING REGISTERED ARCHITECT AjIaRt 01Y tY AUIENCIISON kktotovicafAA't:l A4CmiTECTURI MO Pi AN0tWO CoNSULT Ai4oN 4040 BROADWAY • SUITE 410 SAN ANTONIO, TEXAS 78209 MINI—SUI DBL/OB 206 J 11---- N./ —1 vJ L:1;TLV Vi v NI—SUITE KING P3oi GUEST ORRIDOR 400_" _______ _____.. 24,o3 up, 24 )cio or+ ,,■•■••■•••••••■ ELEVATO LOBBY I2001A A KING 164 KING KING KING 1210 KING KING 0-11 OBL/DBL DBL/OBL 7. • l!'4TERNATIONAL HEADQUARTERS mARRIOTT DRIVE . WASHINGTON „ D.C. 20050 00,00;000:010•101umuouvortwoor.,400.1•00000501441000K . • 11013011111111K011100111101111.1110110111111181110111111113024 4114111111114 ‘241,04,14-zoMra/S00•00210b404140•414'0 W41!■,.ev.e.••.....ttl,!ow.04042114;0040411201":40MAQ1010•44. 4041"Ore' * • 0 SECOND FLOOR PLAN — GUEST WING MECHANICAL h;o4cmastamiaoM3100:00,w1hotolv47.1.000/04.170veltait0(.00morr,..4.40wt,Pi ATAL:9.1,101440415004401W•44.4~-0e.' • 0 16 2 3 1/8 4•4 X441`2 AS NOTED .0.09.34•414•Werrytt.,••:VariViSfakV•tIPMMIWV•IrOVZVZ•WOJKAVa".;2a-LOlitk•tt,t1.W.Mia90.5irliec:•;:p0;,-;,r.`.. ,..,,,VeY,j4.4:14**007,3440(410,00.4XaMitrZgainig4.14SOtthigadMeeZ,VC,..,•Prk,,110,,,,,,,,TrValit0C,•4.4,64.40C,44WPIOLOV.J./4.,,,I ••••••,..."••••4 1111111 111111111ply' 11111 TH 11111111111111p1111111111111111111111111111111111111111,111111111 11 MAN ItICIFFIMAN' 12 ,6 7 8 . 9 10 - kt; L•eovpite•veowomoawowwowa•w400,*04)'IM04000P40%W*000WAOqm00,07W 4' IZal 24/24- STA NO IR 1 DBL /ll. BL _1355 DBL /DBL DBL/DBL NJ�I KING F=.o. ELEVA LOBB '02 DB�l /�DBL t?��J KING DN LAXI 24/24 I3" ICQ /rlo KING �35 DBL /Dt3L DBL /DBL E35i KING DESCRIPTION REVISIONS WITHDRAWN. BATHROOM GROUP EXH. AIR RISER DUCT. SEE DETAILS 601, 605, AND ' 608. OWNER FURNISHED, CONTRACTOR INSTALLED THRU -WALL A/C UNIT AS SPECIFIED. SEE DETAIL 606. CORRIDOR SUPPLY AIR DUCT IN ATTIC. CORRIDOR SUPPLY AIR REGISTER IN WALL MOUNTED AS HIGH AS POSSIBLE. 24" X 12" LINED SUPPLY AIR DUCT FROM 2ND FLOOR. PROVIDE 0.B. VOLUME DAMPER IN BRANCH DUCT IN ATTtC AS INDICATED. BATHROOM GROUP EXH. AIR RISER DUCT FOR MINI- SUITE, SIMILAR TO CONNECTOR. TYPE SUITE OF DETAIL 608. SEE DETAIL 601 ALSO. 16" X 4" EXH. AIR DUCT IN ATTIC BETWEEN EXH. AIR RISER IN PLBG. CHASE AND MAIN EXH. DUCT IN ATTiC. SEE DETAILS 601, 605 AND 608. 10" X 4" EXH. AIR DUCT IN ATTIC BETWEEN EXH. AIR RISER IN PLBG. CHASE AND MAIN EXH. DUCT IN ATTIC. SEE DETAILS 601, 605, AND 608. PROVIDE F.D. & A.J. AS INDICATED. BATHROOM GROUP EXH. AIR RISER DETAILS 601 AND 608. 13 6 X 4 EXH. DUCT ABOVE CEILING "A" AIR DEVICE AT T/R CEILING 14 6 X 4 EXH. DUCT ABOVE cE I L I i4G "A" AIR DEVICE AT T/R CEILING 15 MAIN EXH. DUCT IN ATTIC. SEE 16 16" K 8" EXHAUST DUCT DOWN TO DUCT FOR CONNECTOR TYPE SUITES. SEE 21 EXHAUST FAN IN ATTIC AS INDICATED. SEE ARCH. CORRDINATE WITH STRUCT. 22 F.D. AT SHAFT WALL AND AT ATTIC PENETRATION WITH A.D. IN DUCT AND T/R CEILING. SEE DETAILS 601 AND 608, SHEET M -6. 2 .CABINET FAN F -6 ABOVE VENDING CEILING WITH 12 X 6 DUCT UP TO LOUVER IN ATTIC. PROVIDE F.D. AND A.D. AT PENTRATION OF ATTIC SEPARATION. USE 12 "W X 24 "H SECTION OF LOUVER FOR EXHAUST AS INDICATED. 24 2' X 2' ELEVATOR SHAET VENT IN ATTIC WITH F.D. AND 2' X 2' DUCT TRANSITIONING TO A 2'H X 3'W DUCT IN ATTIC FOR CONNECTION TO EXTERIOR LOUVER AS. INDICATED. 25 CABINET FAN F -4 IN ELEC. ROOM O.H. WITH 8 X 6 DUCT UP TO LOUVER IN ATTIC. PROVIDE F.D. AND A.D. AT PENETRATION OF ATTIC SEPARATION. USE 6 "W X 24" SECTION OF LOUVER FOR EXHAUST AS INDICATED. WITH F.D. AT PLBG. CHASE AND MK. AS INDICATED. 171 PROVIDE BACKDRAFT DAMPER PROVIDE 12" X 6" DEVICES EACH END 15 PROVIDE F.D. & A SEPARATION. 0 NOT USESP. DETAILS 601 AND 605. 2ND FLOOR. IN DUCT AS INDICATED. ATTIC VENTILATION' FAN MK. F -23 TO BE MOUNTED BEHIND ARCHITECTurz&L LOUVER IN ATTIC.E'.E 4524.HrrEcTuRAL.PROVIDE GALVANIZED SHEET METAL MOUNTING ADAPTOR AS REQUIRED. MOUNT THERMOSTAT ON WALL ADJACENT TO LOUVER. DOORS TO BE NORMALLY OPEN ON AUTOMATIC HOLD OPEN DEVICES. SEE ARCHI TEC,TUZAL. CORRIDOR SUPPLY AIR DUCT FROM THIRD FLOOR SHAFT TO SLOPE UPWARDS THRU CEILING CAVITY AND INTO ,ATTIC AS INDICATED. PROVIDE F.D. AND A.D. AT FIRE RATED WALLS AS INDICATED AND /OR AS REQUIRED. COORDINATE WITH STRUCTURAL. SEE SECTION 604. COORIDOR SUPPLY AIR DUCT TO DROP FROM ATTIC TO VERTICAL SHAFT AS INCICATED. PROVIDE F.D. AND A.D. AT PENETRATION OF ROOF CEILING ASSEMBLY. PROVIDE F.D. BEHIND CORRIDOR SUPPLY AIR REGISTER AT THIRD FLOOR 0.H. • -- —1• WASHINGTON REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER CONSULTING ENGINEERS INC. 8622 Orowahill Suite 201 San Antonio, Tenets 78209 (512) 828 -6392 LINED TRANSFER DUCT ABOVE CEILING AND WITH AIR AS INDICATED. .D. AT PENTRATION OF FIRE RATE ATTIC /CEILING M -- MINI-SUITE SITTING Fa KING CONNECTOR KING 31 MINI-SUITE SITTING 3.28 ANC NIT( C ?(I t MD PLAtiraaG COMSUtTRTION 4040. BROADWAY • SU1TF 410 SAN ANTONIO, TEXAS • 78209 TAIR O S DN/( Paiiiiinnia IONA* 14 : ' O + 10/'74 24 10 • Z4/'4- .; , -.- -� -,. `fi.; rear ELEV . T m !; . -1 PO 11 L BB LE 00 1,A�� NO 1 F rah KING 3051 KING :F4A KING P091. KING X3191 KING 2q DBL /OE3L 027 DBL /DBL KIN6TTI' PARTIAL ATTIC INTERNATIONAL I'$EADQUA*TERS MARRIOTT (*Iva INAISteNGTON , D.C. 2OOa SHEET TITLE THIRD FLOOR PLAN GUEST WING- MECHANICAL THIRD Fi0OR . PLAN - GUEST WING MECHANICAL AS NOTED C� � t vi . . V PLAN•. :1•03It6q VIINegsitatt riweIzArk9 IzAto!w+0- tic* om. r 4r,,a4c 07..i 7,rt*} ,acImf.L( :INVe,w, „r.c«„a, -..rXr ortml OIMARNIKIIIMWdY8fN+7Aiya'sr C'001. Awelet• 1.I1V .40,4=1;41SC)104ars+r�ucwr r ? +�r •sra. rgn arrw a arlr: <rcw laS.4 • err•.. ;,.1X• •'. �':n, r 11111II11111111Tll{ IIIIIIIIII1111111111111111111IIIil11111111111111 0 16 TII! INt.n 1 2 11111111111 11 6 .,, ..... 11 11111111111111 1111i11111111111111111111111111111111111111111111111111111111111111 7 8 .. 9 10 11 MA(IE IIICOWAN'', 12 Ark .• A -rr1G -- !,elt'. lo/14 20/14. . 2%4, 24/24- lay/112. sve- I�iB ,-1!% i&/i4. K0/14 1!0/14 too /I: ` &Ma 16./14 w12 16)/a. I, /i2 FLtz. 300 2ND P'Lrz. SOo 1• NOTES FOR AIRSIDE RISER: 0 6" X 3" X 22" H MIN. SUBDUCTS WITH WALL MOUNTED 35 CFM MK. 'A' EXH. REGISTER, TYPICAL ALL GUEST ROOMS UNLESS NOTED OTHERWISE. 6 x 3 HOR I Z. DUCTS ABOVE T/R CEILING WITH F.D. AT PLBG. CHASE WALL 6 35 CFM MK. 'A' EXH. REGISTER AT CEILING. SEE DETAILS 605 & 608. ci PROVIDE O.B. VOLUME DAMPER AT EACH BRANCH DUCT IN ATTIC. P12ovtOE F17 AT re0OF•'CEILIRJ6 ASEM E3LY WITH AO IN I JCT. SE 1 . PET—AILS 'iO' J Coca 4 A1527. t:LoVII2E pG? AT CHASE WALL. �AIGL G� 1- 4- •1 300 EXHAUST RISER GUEST WING - NO SCALE •• 0 ees Icy Fog. T"iPlCAL. ruse* No-rE : aeorz 7tNATE ALL -rite E)4 LJ -f tziSEi2 L c4Tlot4S WITH PtF3&. izi�✓�t PIPiNc' IN PL.e7&. GH•' sEI, coot., 4 coo& , F125&. PRA TS ISSUED i , ; I . ill Min Ell III NO DESCRIPTION DATE REVISIONS ALt, MEASUREMENTS MUST BE CHECKED ON YHE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER a MUST BE RETURNED UPON COMPLETION OF THE WORK -- OF 7. {N�i .PAUL G• : LBER JR: °, _°. 2236 ,,; -. l�`F � -rs f . -- t ```'� tiONAL a WASHINGTON REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER • imaIMINIONENIMIONINIINEIMMIRIMIli=1■•••14=711111111111 PI PE i'LtLL.. ca)IZE c)P ,4112 0411- 2RAII J CONK EGT I CI*4 A.t7. NorE: Loc•ArE TRAPS So ASTOEi$E A•CESILaIL- FUR GLEANING. EXH. PUc.T IN ATrIC TYPICAL ROOD TOf� A•HA T PAN Nora: dp ,i_As ' F W SJMI L.AX A'T'TIC -Pp AP. T� DIZ A I NI PREFAB. goof' cus NEIGHT SHALL eAcaa2 UNIT" rorA L.. erAria pr�1'sSS. FLASH INTO ROOF' GRAV/Ty ,,C/I-/?AFT (Noo© PAN) N it r io /3o -ri2 4 A. P. STOR. L3CO41 ATTIC l TK U. to i 7aF -GL_Gr MAirJ f xf-r. PLZ,T 4 v'I/1r -f-eAA UMIZilES CONSULTING ENGINEERS INC. 8622 Crownhill Suite 201 San Antonio, Texas 78209 (512) 826 -6392 F12.4 Ir�l EXH. calcr REGISTERED ARCHITECT JERRY TREIS STATE of WAS111NGTON %i' u•11'l(r oNGK ' 1E2t~ t eiJE5 -PLICT SIzt7. -�V tAr:T I,LL- 35 A.P. AT ALL Se3ZVIGE VALVE g4-/.5 -r. CONDENSATE DRAIN TRAP NO SCALE ACou5 T/CAL OLJC i PROVIDE Fl/LL E'ER /METE GAG b . l 51./f'POte7 EXHAUST FAN DETAIL Werei- STOR. [ OO4j 5,4 WiDe xH . tLIGT Fe g PANT' AL SECTION T/z CLIP. JERRY THE' ASSOCIATE INC. AAC.nT(CTuRE AND PLANNING CONSULTAT6OH 4040 BROADWAY SUITE 410 SAN ANTONiO, TEXAS 78209 JaLIMIMIMIMINNIMORINELIO NO SCALE RA71442 "f-i.APi— WALLS (4- e'S!) FiZoNr Nor- 000 I GLAmrr'y ELEV. NO. 1 SHAFT • 1•10-r: Preo\I c7 Ab" f•QU W. 7 III MINI -��l 1200M SECTION 4 CORR. iC?)T j Fc7 (TYP ) ti. WALL 4 1°RA41K1 a, AR4H. LQUVI R GRILLE. a4c1i14 ALL AtRoUNo As - --- -- !P pi LL„ R P4NEL' I AC* E,ND L ►. E, i ' -GASH. Le la ALT' Er- &/4," ptr4. FL. ALL AR L! r4 0 Coi1Iv11re,1. Ae7osle. ANy ©cap-'T1or4 al= rH t�L -trc�. 1- J,r.TLJR '/,l ITH1 N 10 Fr, OP P L L E ePLJIL -r- UFO ROOF GIU ) ci1,461e, Pala (LASH N� {��TAIL ` oeri4ra FLUB GAP e1oRM COLLAR 1e6A. PL•Af ei(Nc , FLAT" R-i�. l cHAS AIFV5IDegleie. 8a4- Pala Purer oIZr✓ AT I ASH LEVEL GUEST ROOMS CONFERENCE a EXERCISE ROOMS DETAIL THRU-WALL UNIT Il� !r -On .00P D.I. PiPa GoLL.41z. T'1/P "e7" v for alT, =, corporation INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON , D.C. 20058 SHEET TIT' E Ii211 MINIMUM tJoTe : ar' SL©Pe2 tzt,o 6 tIrZ4 Vi . APJUSTithTlLE FLA°,HI146 A110 �T012.M Li ELF aFt l.�LJgalp.. 6n7:76-2 DETAIL FLUE rimumemmobersip • CONNECTOR STYLE T /R'S BACK /BACK STYLE T /RCS NO SCALE PARTIAL PLANS T/R EXH. RISER 1/4 "•=11- a'F 74641... ,1'}ir .01,7.119;„!,..,.‘1;4;00, i:�iASE %•5£1I � y, tii�'��j{�►.1Nb11.711Mr wal 401466 111111111 11111111 111111111' 11 `111 11111111111111111111111 1111111111111111 11111111 11 111111111111111 1' 11111111 1111 IIIII11111IIIIIIIII111 11111111I1111111IIIIII '1'11111'1 ' " 1 4 ..c?UtP. lo3oj 600 av VV�•LL. VI Et2AT IoN Ig0L6NTIor.1 PLAN P77//7 r- )) )))) -r F! PRIG • �Pl?C. �co pE N ING iltilrrr at,1 I�oc- 1 FC -I I n C61-10. . DIZ•A1r4 Tp I f } 1 hlF�P T' FD. 1 11. '--1 S 1 - - -i__ 6YPtOAR.2 OR. MAS 2NJRY V/ALL -t._ 4 AJiz• rI .'/Ic,ec ' IN Tel. -a. LQIiIP iZc t.1 e7LHINO WNALLL. -- -- - - -- ELEVATION DE TAIL FAN COIL U NIT FC -I I/21.= FIRE DAMPER Tti'F't� AS g_e_cRUI R1✓D e,Y WALL TH1C•I4 JE S, S E✓ G 1J R T-a I BOLT TO DUCTWORK NOTE : DETAIL TYPICAL FOR ALL EXTRACTORS INDICATED ON TKE PLANS. OPERATOR CONTROLLING POSITION OF EXTRACTORS TO BE ACCESSIBLE THRU DUCT IN ATTIC. EXTRACTORS TO PROVIDE 100% SHUT -OFF. BRANCH AIR FLOW MAIN AIR FLOW CLOSED POSITION OPERATOR - PROVIDE POSITION LOCKING - DEVICE ON EXTERIOR OF DUCTWORK. NO SCALE DETAIL EXTRACTOR DOUBLE THICKNESS DAMPER BLADE W /TOP 8 BOTTOM FELT EO ES. PIVOT ROD W /TOP 8 BOTTOM BEARING UNITS HINIMthIMN1lI. IHMNNHNi IMIU only ROUND SPLITTER h'`1,1111111111a DUCT FLANGE W /SET SCREW DUCT INSULATION DETAIL 1 703 ..a..._. ...a. SPLITTER DAMPER NO SCALE s- rtzLUG. --- PRINTS ISSUED 11111M MIS In MI REVISIONS STEAL SLEEVE WITH 90° FLANGE AT raoTH �NJpS c, FLAt�1C AT ONE END 4- AN (S,LE AT OTHER ENI2 WH-2 VEgT -r* NOT-S: • piz"o \IC7E SIMILAR INSTALL/.T-101J POYZ. FIRE= (744R IN WALL of t---1RNG WITHOUT GRILLS. • P'R 7VI DE FIRE. DAMPrzs WITH Intl% FR Al Z • QPEtJiNG 1tJ SUi7F1.y 4. RETURN AIR. DL10TvV/c7R11-.. TlzAt 1SFER Sfz1LLE oN ONE oR 7c7tH SIDES Y W - I ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER B MUST BE RETURNED UPON COMPLETION OF THE WORK. , ■ PAUL G 04 •. LBER JR. 12236 t: WASHINGTON RiEGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER a FIRE DAMPER INSTALLATION DETAIL NO SCALE SECTION MECH. RM 1033 I./4 8622 Crownhill Suite 201 San Antonio, Texas 78209 (512) 826 -6392 Nora . ,AT c V 1 c ric kV /7W /441/N 4711cT-, pRoopa isP /A/ /tsl ,/ rrrnh w /r, 46 ¢. ceno,'°IaR j1 NCB zu z....dt c/N 4/%4/c!a:,e WORKBENCH 77L/Cr ZWA IMEraZ N t5/Z' rT /21.>2 >4 G. /4. ,mod c' /L.1e C1c= 4A'>' 7Z/ZN ',4 LL. 8 5 4 TER 771541N A 7" GY,4.4.1a/", g'S riAc roaY PigszKA ss Ici res4& e( m N ©T E P/ZOVl1OE FO' Wi-1B1V G©CAT- 1;) /AJ CElL /NG. ELEC. 10347 UP 1L.,e'4ST Mt W. PAW MK- r-i61 / r" / N7 -- /•/ /Ivy MECH. 11033j ARCNIYECTURE AHD PLANNING CONSULTATION 4040 BROADWAY StJITE 410 SAN ANTONIO, TEXAS 78209 .. 3.• • ,.r•. a r //[144 r /O=//1 IZooF 4Ur ----.\ SlitLT -UP r it t,4 •- /N rEe 04w/_ /x"44 TYPICAL. DIFFUSER oTH E 12 OLI:r* SHA'r''r E t-1IN17 }dt�hi- Comea.LlsT1 apt_ le HOOP SLIPIOta.TS 3M M E 1J, I'L" t1/41A)& h t3A. PAW. EI LK.. STL. te)' Id. ITT. 5LoPM y41 PT T'oWAtzt 5 HOOD. ALL SEAMS C. fNi t WIC LO 6rEI s64S�. TIGHT - -••- -° � -7 ,t to t lee CaA. 'O.'a`t ... A t . Perz.AEN.. \., i T1-W Gi07 T'CX a * TIGHT 31EAALINItai. CE•oct- tAL!'S►�F"4 SUPPLY) PIZ vi 2E t I-1t2. 12ATWo 110)41•211 A G? 11-02U �NAPr (T rPEGAL: 1404- CooMPSUST SLE WALL. SEE AtZCH. VOX 5�1PPLY A112 EDi1CT 61m. TO EA-1. D U CT- t4oN • C. M Misr, r-i EE tJ GL e3. -4,S),i: x.23 ads 4 we 11.4 r + & IOINI WALL C:* 4PLY \.11Th 14FIFA 414, AI+JD C1•4AP'Zf.) UFall orrM cc,. pLE-T-E. 4 AP- Prza /Etc Pliza 9124, E..:T10,4 SYSTEM BALL, t F Zl VI D ° PE dtom T'i C t,1 E INSTALLATION DETAIL. NO SCALE \A(// ) 2700 44161Er €Al.e. €A2 AS tescoo•.. '7lJSPEao EII 4T Ftz-oat gooF ' Tr�Jc.Tllr2f~ c�� t?•i �. AS A(-.L• 'i4 'LE To ejTgLICTLIKAL t^�IGatz• PtzoV De_ ''Tl± 1=.L. Ar,G-il..ES e, <T i J E.r 1 JO I :,l'S As t2GG2I D. riPl i113'I `�s✓I -17. WH-3 BELOW- . *Jo) G'IE NI:3;•1 OI.1E LOW '` +Y3 YPA1'4r•T *�!kr•.>'•�• G,AL■1. MTV L JfIE Pz-K- aTT'�ILt�W TAT Ira 101316A`rE tO orb IrIAL.L , PE Ltr il' 15a.6614:1- PRt7M UNIT I4 A-re . INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20059 SHEET TITLE PARTIAL PLANS, SECTIONS1 DETAILS MECHANICAL SECTION -- KITCHEN HOOD a „,.4....r.erPrEtA1MASTEPOIMAIMP4MEAMEZA)14•14120MOSIWAMMVE ' Mar 7,444,40: iii ld,...4P~Nate1ie,:ti cf=cf t.'x rn! a"/ t4,: n• L';•;, qnt r..t a14: .aAett'ft't00,aooce3:ctxC.'vfe4 eti."i /dr41 • '741A 334.10441".1 ,0.14/Y.{1a.3%4 a ILGni(Fal.1F¢! ; . . a1;4'WAwb:.40... Slll!7p'76i�k.visworita waraiTmagin. _ •IE v 11 11I1111111I1111111J1111111J1111111I111111111111111I1111111I11111111111 0 IG TIIf INC.. 1 2 1111 1 111 11111 I1 11 11 1111111111I1111111I111I111I111I111I111I111I111I11lI11 1) 9 10 11 MADE∎NAERMANV 12 G.. . .. .. .,n. ....�... L. .. ,r,._ . .m,. .. •a; • el) GUEST ROOM TOILET EXHAUST FANS MK. F -2 & F -3: FANS SHALL OPERATE CONTINUOUSLY. "ON -OFF" CONTROL BY MANUAL MOTOR STARTER SWITCH IN ELECTRIC ROOM ADJACENT TO BRANCH CIRCUIT PANELBOARD. . 0 TELEPHONE EQUIPMENT ROOM SYSTEM MK. FC -1 & CU -1: A REMOTE WALL MOUNTED THERMOSTAT WITH FAN "ON -AUTO" SWITCH & ADJUSTABLE SET POINT AT 78 F TALL CYCLE C1 -1 AS REQUIRED TO MAINTAIN COOLING SET POINT. FAN FC -1 SHALL OPERATE CON- TINUOUSLY. EMPLOYEES TOILETS AND LOUNGE EXHAUST FAN MK. F -21: FANS SHALL OPERATE CONTINUOUSLY. "ON -OFF" CONTROL BY MANUAL MOTOR STARTER SWITCH IN ELECTRIC ROOM ADJACENT TO BRANCH CIRCUIT PANELBOARD. • PACKAGED THRU —WALL UNITS: INTEGRAL ADJUSTABLE THERMOSTAT SHALL CYCLE THE COMPRESSOR OR RESISTANCE HEATER TO MAINTAIN SPACE TEMPERATURE. FAN SPEED SHALL BE CONTROLLED BY A SIX STEP SWITCH. m bMg PUBLIC TOILET EXHAUST FAN MK. F-14: FANS SHALL OPERATE CONTINUOUSLY. "ON-OFF" CONTROL BY MANUAL MOTOR STARTER SWITCH IN ELECTRIC ROOM ADJACENT TO BRANCH CIRCUIT PANELBOARD. MECHANICAL ROOM GAS UNIT HEATER MK. UH —A: UNIT SHALL BE COMPLETE WITH FACTORY INSTALLED GAS CONTROL VALVE, IGNITION, ALL REQUIRED SAFETY & LIMIT CONTROLS, AND INTEGRAL OR REMOTE THERMOSTAT AS INDICATED SET AT 70 F ADJUSTABLE. ELECTRICAL ROOM EXHAUST FANS MK. F -1, F -4, & F-11: 1: FANS SHALL BE CONTROLLED BY PI REMOTE WALL MOUNTED, LINE VOLTAGE THERMOSTAT WITH ADJUSTABLE SET POINT AT 85 F (HONEYWELL T42). • ELECTRIC HEATERS MK. UH—B, UH— C,ECH —A & ECH—B: UNITS SHALL BE COMPLETE WITH ALL REQUIRED SAFETY & LIMIT CONTROLS AND AN INTEGRAL OR REMOTE THERMOSTAT AS INDICATED SET AT 70 F ADJUSTABLE. ELEVATOR EQUIPMENT ROOM EXHAUST FAN MK, F -10 & ATTIC VENT FANS MKS F -9 : FANS SHALL BE CONTROLLED BY A REMOTE WALL MOUNTED, LINE VOLTAGE THERMOSTAT WITH ADJUSTABLE SET POINT AT 85 F (HONEYWELL T42). • VENDING, STORAGE, GUEST LAUNDRY & MISC. EXHAUST FANS MK. F -5 & F-6: FANS SHALL 'BE,CONTI;fOLLED BY A REMOTE WALL MOUNTED, LINE VOLTAGE THERMOSTAT WITH ADJUSTABLE SET POINT AT 80 F (HONEYWELL T42). • • MECHANICAL & POOL EQUIPMENT SUPPLY FANS MK. F -12 & F -15: 1 -1 FANS SHALL BE CONTROLLED BY A REMOTE WALL MOUNTED ADJUSTABLE SET POINT THERMOSTAT AT 80 F I I (HONEYWELL T42). WHEN SET POINT IS EXCEEDED, FAN SHALL START AND MOTORIZED DAMPER ON'OUT- SIDE AIR INTAKE LOUVER SHALL OPEN FULLY. WHEN THERMOSTAT IS SATISFIED, FAN SHALL DE-ENER- GIZE AND DAMPER SHALL CLOSE. LAUNDRY AIR CONDITIONER UNIT MK. AC -1: A REMOTE WALL MOUNTED THERMOSTAT WITH FAN "AUTO -ON" AND "OFF- HEAT - AUTO -COOL" SWITCHES SHALL ACTIVATE THE FACTORY STANDARD HEATING AND COOLING CONTROLS TO MAINTAIN SET POINT, INCLUDING AUTOMATIC CHANGE -OVER FROM HEATING TO COOLING. A NIGHT SETBACK CONTROL SHALL RESET THE SPACE TEMPERATURE AUTOMATICALLY TO A LOWER NIGHT SET POINT ON HEATING AND A HIGHER NIGHT SET POINT ON COOLING. THE UNIT SHALL BE DE- ENERGIZED AND AN ALARM SIGNAL SHALL BE SENT TO THE FIRE ALARM PANEL ON ACTIVATION OF THE UNIT SMOKE DETECTOR AND /OR FIRESTAT. 5A 5D AC-1 RA sm ROOF TOP UNITS MK. RTU-3 & RTU -4: FULL OUTSIDE AIR ROOF TOP UNITS SHALL BE PROVIDED WITH STANDARD 2 -STAGE HEATING AND COOLING CONTROLS COMPLETE WITH ALL REQUIRED SAFETY AND LIMIT CONTROLS. OPERATING; SEQUENCE IN BOTH HEATING AND COOLING MODE SHALL BE IN ACCORDANCE WITH FACTORY STANDARD SEQUENCE. AN ADDI- TIONAL EVAPORATOR COIL- "ANTI- FROST" LOW -LIMIT CONTROL THERMOSTAT WITH AUTOMATIC RESET SHALL BE PROVIDED TO DE- ENERGIZE THE REFRIGERATION CIRCUITS ON AN EVAPORATOR COIL TEMPERATURE BELOW 35 F ADJUSTABLE. A DUCT MOUNTED THERMOSTAT WITH AUTOMATIC HEAT /COOL CHANGEOVER AND INDEPENDENT HEAT /COOL SET POINTS FOR ADJUSTABLE DEADBAND SHALL BE PROVIDED IN THE 2n4 FLR. LINEN ROOM TRANSFER DUCT TO SENSE AVERAGE CORRIDOR TEMPERATURE, AND SHALL ACTIVATE THE STANDARD COOLING CYCLE WHEN THE TEMPERATURE RISES ABOVE SET POINT, AND SHALL ACTUATE THE STANDARD HEATING CYCLE WHEN THE TEMPERATURE FALLS BELOW SET POINT. PROVIDE AN OUTSIDE AIR THERMOSTAT TO DE- ENERGIZE AND LOCKOUT THE COOLING CIRCUITS UPON AMBIENT TEMPERATURES LESS THAN 50 F ADJUST- ABLE. AIR FLOW SHALL BE ESTABLISHED BY A PRESSURE AIR FLOW SWITCH PRIOR TO ACTIVATION OF THE HEATING OR COOLING SEQUENCE. THE UNIT SHALL BE DE- ENERGIZED AND AN ALARM SENT TO THE CENTRAL FIRE ALARM PANEL ON ACTI- VATION OF UNIT FIRESTAT OR SMOKE DETECTOR. THE OUTSIDE AIR DAMPER SHALL BE IN ITS NORMAL FULL OPEN POSITION WHEN THE UNIT IS OPERATING. THE OUTSIDE AIR DAMPER SHALL BE FULLY CLOSED ANY TIME THE UNIT IS DE- ENERGIZED. TH.12Mo5rAT SMALL SE PACTOrZY STANDAIZt7 ELe.c'T2cat-Ilc TYPe WITH aIENIC TIa 5EIJ5c'R OI"L AS APPtZOVEC7 ON( O\/tJE12. 5A RTLJ . OA SD MEETING ROOM EXHAUST FANS MK. F -16 & F -17: EACH FAN SHALL BE CONTROLLED BY A REMOTE WALL MOUNTED 0 TO 15 MINUTE TIMER SWITCH. LOCATE TIMER SWITCH IN APPLICABLE MEETING ROOM AS DIRECTED BY OWNER. DISHWASHING EXHAUST FAN MK. F-18: FAN SHALL BE CONTROLLED BY AN "ON -OFF" SWITCH LOCATED IN THE DISHWASHING ROOM AS DIRECTED BY OWNER. EXERCISE ROOM EXHAUST FAN MK. F -13: FAN SHALL BE INTFRLOCKED TO OPERATE IN CONJUNCTION WITH THE ROOM EIGHTS. PROVIDE CONTROL RELAY AS REQUIRED. LIGHTS D DOOR FLY FAN MK. F -20: FAN SHALL BE CONTROLLED BY A DOOR SWITCH TO OPERATE WHENEVER THE DOOR IS OPEN. • POOL & SPA EXHAUST FAN-1111K. F -22: AC: lI FAN SHALL BE INTERLOCKED TO OPERATE IN CONJUNCTION WITH THE 2M -4a HVAC SYSTEM MK. F -1 rV ER-8, KITCHEN HOOD FAN PACKAGE ASSEMBLY MK. FT19 & MAU -1 • .r FAN PACKAGE SHALL BE ,C Ot1PLETE WITH FACTORY INSTALLED UNIT OPERATING CONTROLS, AND ALL REQUIRED SAFETY & LIMIT _ ( SUPPLY & EXHAUST FANS) SHALL BE CONTROLLED BY A SINGLE WALL MOUNTED "ON- OFF" SWITCH LOCATED IN COOKING ROOM 10158 AND SHALL BE ItITERLOCKED TO ENERGIZE THE KITCHEN AC UNIT MK. RTIJ -5 & THEREBY OPENING THE ADDITIONAL REQUIRED OUTSIDE AIR DAMPERS. A SUPPLY DUCT THERMOSTAT SHALL CYCLE THE. HEATER SECTION AS REQUIRED TO MAINTAIN SUPPLY AIR TEMPERATURE AT. 50 F MINIMUM ADJUSTABLE). A TIME DELAY SHALL DE- ENERGIZE THE FAN PACKAGE IF SET POINT TEMPERATURE IS NOT MET WITHIN TWO MINUTES OF OPERATION. AIR FLOW SHALL BE ESTABLISHED BY A PRESSURE AIR FLOW SWITCH PRIOR TO ACTIVATION OF HEATING CYCLE. THE UNIT SHALL BE DE- ENERGIZED AND A SIGNAL SENT TO THE FIRE ALARM PANEL ON ACTIVATION OF UNIT SMOKE DETECTOR AND /OR FIRESTAT. 1 F5 MAU -1 5D LLJ RTU -5 WHIRLPOOL AIR CONDITIONING SYSTEM MK. AC-2 & CU -2: A REMOTE WALL MOUNTED 1 -STAGE COOL & 2 -STAGE HEAT THERMOSTAT WITH FAN "AUTI IN" AND "OFF- . AIN-AUTO-COOL" SWITCHES SHALL ACTIVATE STANDARD HEATING AND COOLING CY •S TO MAINTAIN SE DINT, INCLUDING AUTOMATIC CHANGE - OVER FROM HEATING TO COOLING. R FLOW SHALL BE ESTA: SHED BY A PRESSURE AIR FLOW SWITCH PRIOR TO ACTIVATION OF I ING OR COOLING. THE UNIT SH BE DE- ENERGIZED AND AN ALARM SIGNAL SENT TO THE FIR ARM PANEL ON ACTIVATION OF THE UNI MOKE DETECTOR AND /OR FIRESTAT. AN AUTOMATIC NI SETBACK CONTROL SHALL RE- SET SPACE TEM' 'ATURE FOR LOWER NIGHT HEATING AND HIGHER HT COOLING SET POINTS. UNIT AC -2 FANS WIL NORMALLY BE CONTINUOUS OPERATION. CONDENSING UNIT CU -2 WILL BE INTER- LOCKED AND AUTOMATIC .Y CYCLED "ON -OFF" TO MAINT' COOLING SET POINT. EACH UNIT OF AC -2 WILL B OMPLETE WITH GAS CI ROL VALVE, FAN INTERLOCK SWITCHES, COMBUS- TION BLOWER, IGNITION SYSTE ND ALL REQUI SAFETY & LIMIT CONTROLS. FIRST STAGE HEAT WILL ENERGIZE ONE OF THE AC -2 'TER SEC NS AND SECOND STAGE HEAT WILL ENERGIZE THE REMAINING UNIT HEATER SECTION. P! It' A JUMPER PLUG METHOD OF EASILY SELECTING THE LEAD HEATER UNIT (ALTERNATE LEAD HEATER s' PER YEAR. WHIRLPOOL EXHAUST FAN MK. F -22 LL BE I RLOCKED TO OPERATE WITH AC -2 FANS. O '3A AC- F5 ROOF TOP UNITS MK. RTU -1 & RTU -2: i \RA P ROOF TOP UNIT MKe RTU -5: LL ROOF TOP UNIT SHALL BE PROVIDED WITH STANDARD HEATING AND COOLING CONTROLS COMPLETE WITH ALL REQUIRED SAFETY AND LIMIT CONTROLS. OPERATING SEQUENCE IN BOTH HEATING AND COOLING MODE SHALL BE IN ACCORDANCE WITH FACTORY STANDARD SEQUENCE. UNIT CONTROL SHALL INCLUDE AN ECONOMIZER CYCLE OPERATING ON AN ENTHALPY CONTROL. THE ROOM THERMOSTAT WITH FAN "AUTO -ON" AND "OFF-HEAT-AUTO-COOL" SWITCHES SHALL ACTIVATE THE STANDARD COOLING CYCLE WHEN THE TEMPERATURE RISES ABOVE SET POINT, AND SHALL ACTUATE THE STANDARD HEATING CYCLE WHEN THE TEMPERATURE FALLS BELOW SET POINT. AIR FLOW SHALL BE ESTABLISHED BY A PRESSURE AIR FLOW SWITCH PRIOR TO ACTIVATION OF THE HEATING OR COOL- ING SEQUENCE. THE UNIT SHALL BE DE- ENERGIZED AND AN ALARM SENT TO THE CENTRAL FIRE ALARM PANEL ON ACTIVATION OF UNIT FIRESTAT OR SMOKE DETECTOR. THE OUTSIDE AIR DAMPER SHALL BE IN ITS NORMAL MINIMUM POSITION WHEN THE UNIT IS OPERATING. THE OUTSIDE AIR DAMPER SHALL BE FULLY CLOSED ANY TIME THE UNIT IS DE- ENERGIZED. THE UNIT SHALL BE INTERLOCKED WITH THE KITCHEN FAN PACKAGE ASSEMBLY MK. F -19 AND MAU -1 SUCH THAT THE UNIT WILL BE ENERGIZED AND UNDER AUTOMATIC HEAT /COOL CONTROL ANY TIME THE FAN PACKAGE ASSEMBLY IS ENERGIZED.-I•1-15t2MOSTAT 514ALL i i-IorJE•Y' / LL TEs74 5rAz WITH 1 S5O4AIo25 SL..AI.1K cOVEt2 orz A.5 APPt240vED 5,1 avAJ ErZ. 4 F 5D IzTLJ-5 F -191 UNITS STANDARD COOLING CONTROLS COMPLETE WITH SAFETY SEQUENCE IN BOTH HEATING AND COOLING MODE SHALL BE IN ACCORDANCE WITH FACTORY STANDARD SEQUENCE. UNIT CONTROL SHALL INCLUDE AN ECONOMIZER CYCLE` OPERATING ON AN ENTHALPY CONTROL. THE ROOM THERMOSTAT WITH FAN "AUTO -ON" AND "OFF -HEAT- AUTO -COOL" SWITCHES SHALL ACTIVATE THE STANDARD COOLING CYCLE WHEN THE TEMPERATURE RISES ABOVE SET POINT, AND SHALL ACTUATE THE STANDARD HEATING CYCLE WHEN THE TEMPERATURE FALLS BELOW SET POINT. AIR FLOW SHALL BE ESTABLISHED BY A PRESSURE AIR FLOW SWITCH PRIOR TO ACTIVATION OF THE HEATING OR COOLING SEQUENCE. THE UNIT SHALL BE DE- ENERGIZED AND AN ALARM SENT TO THE CENTRAL •FIRE ALARM PANEL_ ON ACTII'A- TION OF UNIT FIRESTAT OR SMOKE DETECTOR. THE OUTSIDE AIR DAMPER SHALL BE IN ITS NORMAL MINIMUM POSITION WHEN THE UNIT IS OPERATING. THE OUTSIDE AIR DAMPER SHALL BE FULLY CLOSED ANY TIME THE UNIT IS DE- ENERGIZED. TNEL4MOST,:r- r.:*AAS, -EdE t- Io1.4E:.YWELL 1-6.5-14 err -r NA/117R4 17G50AI025 SI -Aw�J k C VEt2 COtZ AS ,a49 Ir2ovEc ©wt•I e 12. SA (5D IZTU RA POOL I& SPA AIR CONDITIONING SYSTEM MK. RTU -5: ROOF TOP UNIT SHALL BE PROVIDED WITH STANDARD HEATING AND COOLING CONTROLS COMPLETE WITH .ALL REQUIRED SAFETY AND LIMIT CONTROLS. OPERATING SEQUENCE IN BOTH HEATING AND COOLING MODE SHALL BE IN ACCORDANCE WITH FACTORY STANDARD SEQUENCE. UNIT CONTROL SHALL INCLUDE AN ECONOMIZER CYCLE OPERATING ON AN ENTHALPY CONTROL. THE ROOM THERMOSTAT WITH FAN "AUTO -ON" AND "OFF- HEAT - AUTO - COOL" SWITCHES SHALL ACTIVATE THE STANDARD COOLING CYCLE WHEN THE TEMPERATURE RISES ABOVE SET POINT, AND SHALL ACTUATE THE STANDARD HEATING CYCLE WHEN THE TEMPERATURE FALLS BELOW SET POINT. AIR FLOW SHALL BE ESTABLISHED BY A PRESSURE AIR FLOW SWITCH PRIOR TO ACTIVATION QF THE HEATING OR COOL- ING SEQUENCE. THE UNIT SHALL BE DE- ENERGIZED AND AN ALARM SENT TO THE CENTRAL FIRE ALARM PANEL ON ACTIVATION OF UNIT FIRESTAT OR SMOKE DETECTOR. THE OUTSIDE AIR DAMPER SHALL BE IN ITS NORMAL MINIMUM POSITION•WHEN THE UNIT IS OPERATING. THE OUTSIDE AIR DAMPER SHALL BE FULLY CLOSED ANY TIME THE UNIT IS DE- ENERGIZED. THE UNIT SHALL BE INTERLOCKED TO SIMULTANEOUSLY ENERGIZE F -22. THERMOSTAT SHALL BE HONEY - WELL T874 STAT WITH TG504A1025 BLANK COVER OR AS APPROVED BY OWNER. ,.... jFe 517 E5 CONTROL NOTES: 1.0 CONTROL OF LARGE PACKAGE EQUIPMENT SHALL BE FACTORY INSTALLED COMPONENTS USING FACTORY STANDARD CONTROL SEQUENCES AS SHOWN, EXCEPT WHERE INTERLOCKS, ADDITIONAL SAFETY FEATURES OR OTHER OPERATING FEATURES ARE INDICATED. 2.0 CONTROL OF SMALL PACKAGED EQUIPMENT, INCLUDING GAS FIRED UNIT HEATERS, ELECTRIC HEATERS, AND GUEST ROOM UNITS WILL BE PROVIDED BY FACTORY INSTALLED COMPONENTS AS INDICATED, 3.0 FIRESTATS SHALL BE SET AT 130 F. 4.0 THERMOSTATS SHALL HAVE BLANK COVERS WITH ALL COMPONENTS CONCEALED BEHIND COVERS. . Mr• ri! CM/ rr'+ rlw. •'fw..+..wlr•4.eniu+^'aM�!.�TO� rttix' taa, , ' yl "!•" '.°.T •.- Y.'."r..w.v.YMIIIMIC 'datum Mtom•07,.mt,- .v. ... - .._ ...r, ., 1'N�nlfltlK!'b!�w7Wiv:101�6.%+Yi RBI .947IbSRM�+:}rr.,. + «'•+ta,•.. #N7JFli'MLiY.RII` }0• 14 iK'EradlSeitrJ:CO'i'Yi49t Y..•,. v• rr Y K n++wNOM�4•�M W'eT%I'•'RMt.!Yc3L':.0 7 °4.1hiitt41": SD CONTROL LEGEND FIRESTAT SMOKE DETECTOR STS TEMPERATURE SENSOR LL LOW LIMIT THERMOSTAT :!:2i TIME SWITCH MOTOR OPERATED DAMPER MANUAL SWITCH THERMOSTAT MANUAL STARTER SWITCH D rNyrl ;',F =2 r�F.•t!',ado;ii�bLW!/biGli4 LYi.'27*:a7a<F��i74'f/Fh' RNdC+.4#`.4',.' w"G.^', . 'iG�'t+#{Aetc!�'r,+;'S:a:ti';.i; s:7 4F'.t a...,+cb, N.. _.�.. -t; ,.e, '.-..y'7 , i.r.., ;:» $nC 4.c..C.- 477W4,5l.041,1tW , .3.'VordeeaS;Me .11111111'41)hi ii11111111111111 1111 1111111111j •111j111ji11111111111ilI.i • ' 1111 I 11 111111111 1 1 111111111111111 X11 11111 111111111111 '1111111111111IIIII1111111 lIjI I1IliI II1111l1III 1 0 -Ns .N(:,, 1 2 3• 4 • a 6 7 8 9 10 11 MAD[ INGFPMANV 12 the microfilmed document la If leas. clear than this. .., ------ iFs\ U_ Ut ►'.,,,. e : ILr� PRNTS ISSUED JERRY THEIS STATE OF MAWIiINCI!)N ARCHITECTURE AND PLANNING CONSULTATION.' 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 .' • Corporation FNTi:RNATtONAL. HE AGQUAR T ERS MARRIOTT DRIVE WASHINGTON , D.C. 20055. SHEET TITLE HVAC CONTROLS A DRAWN R E3 ISSUED APPR -LW SCALE AS NOTED. •1QB NO DWG NO M -$ ,111416 di% lira Ili III IMO I r NM al .11 IIIIII. Mit III: • NO DESCRIPTION DATE: J REVISIONS • ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR. ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER a MUST BE RETURNED UPON COMPLETION OF THE WORK. • ' - -. . O F .0.• . p .+ PAUL ,- . ILBER JR.r '4A"°. .122W ;' /t4 ' • QFSTE��`� 41.:.r ZO/YAL. \"� k s`..." 7- 14t -t'7 r WASHINGTON REGISTRATION APPROVED AND PENDING ISSUANCE OF NUMBER - INC. (512) dildftlier sAkE8Itii. SIATE- ' ' CONSULTING ENGINEERS 8622 Crownhill Suite 201 San Antonio, Texas 78209 826-6392 JERRY THEIS STATE OF MAWIiINCI!)N ARCHITECTURE AND PLANNING CONSULTATION.' 4040 BROADWAY SUITE 410 SAN ANTONIO, TEXAS 78209 .' • Corporation FNTi:RNATtONAL. HE AGQUAR T ERS MARRIOTT DRIVE WASHINGTON , D.C. 20055. SHEET TITLE HVAC CONTROLS A DRAWN R E3 ISSUED APPR -LW SCALE AS NOTED. •1QB NO DWG NO M -$ ,111416 di% ,r.......•.r••.• 10 1 11 1 PRINTS I SLED BEVERAGE CONDUIT NOTES A. V QTY CONOUl T RUN l ' THRU MALL FROM 1.2' X 12' PILL BOX 12* ABOVE FINISHED FLOOR TO ABOVE FINISHED CEILING W/LARGE SWEEP ELLS. FOR SODA` SYSTEM. 414 4 • .• • :.•,04.41 •..•..1•t REGISTER SYSTEM NOTES A A W . 120V 1. P t L 0IG•5261., SINGLE RECEPTACLE (FOR tFOR REGISTER TERMINAL) ALL TER INALS TO OE ON SE DEDICATED CIRCUIT WITM` CLEAN EARTH GROUND. ALSO. 1IOE TWO (2) A 6 -5262 DuPLEX RECEPTACLES AT THESE LOCATIONS. STUB IOW ABOVE FINISHED FLOOR (MINT IN CABINET BASE) 3. 1° EMPTY CONDUIT FROM ABOVE E IL IN6 DOwn THRu CHASE TO BELOW SLAB WITH LONG SwEEPIN6 ELLS TO 'DD° cI II 1' 1.D0` EMPTY CONDUIT IN WALL AT A 2' X 4!° PULL 80X 12 A FINISHED . FLOOR UP TO A 12 RADIUS LONG swEEPING ELL ABOVE THE > CEIL li b. Cf r. 1' 1.0 Em PTY CONDUIT STUB-UP G. AYE FINISHED FLOOR. ..A , NEASURENeNTS'-KIJSr' RE CHECKED' ON 'THE , BY : TIt CONTRACTOR D}, t ALL: PRffTS AIt SPECIFICATIONS ARE 'TIE PROPERTY: OF THE OIONER . AMO MST SE RETURNEO'OPOKCONPLETION W THC 10OR C NOTE: ALL EMPTY CONDUIT FOR REGISTER SYSTEM & BEvERAGE SYSTEMS ARE .TO COKFCY WITH ALL LOCAL GINNING CODES AS TO TYPE AND INSTALLATION REQUIREMENTS. t1 GUEST VENDING TYPICAL INTERNATIONAL HEADOUARTEaS MARR I OT T DR I VE` WASHINGTON. D, C. 20068 MINI -SUITE TYPICAl. t ' 1 IrrrP4•.: WastAtmatAY'@tftlpllll'7F %91, 1111 !0141041,mutrr - -- slr rlrr�'Nt43ak'� ":t' +: %.;,:f r.mrc'f'l,t.,.raw^.,v.,:'.: iFMF.^Lw:•vl6�1 .. t•xr ✓rw t }•••,tY•rt■•roi '{ IIIIIII II IIjHimr111j11 11111111111iji11j11iji1ij1111111111HTjINTjIIIIIIIjI11jiiij1111111j111j111j1111111j111jijij10111jTyi ;iTiTHIIIT IIIIIijijIIijij HIIIIIIIIIIHI 1(-) 11 NAf f ./I R(NNAN, 12 1f. ffl' illt .• 1 9 6 r 7 R Q Ark w.r,..Y wtla •�In.!*.w✓.•xm•er•! +O.•..,, vr4.�:':. "••'AM. S.sf i•T.`T''}7A'hCfA'A.u'Trrr earKt c/ X1.1• /'r °wtn.Jxvr a M •• 10 I PRINTS ISSUED H b • LIENS. CODE_ NOTE. ELECTRICAL_ CONTRACTOR TO WIRE. -MT TIMER TO CONTROL STAt'eT - 5T0P or JE.T MA- 1P SPA JeT TIMER - .1. BOX • t COURT YARD 48 EYEBALL RETURN INLETS - 3 PLACC.5 DEPTH MARKER ( 4. PL - ACES • 3 Fr, (SEE. NOT F_ AT POOL) .500 WATT/126voLr - �U.w.4 4GirS °yPA J ET.S 6 PLACES ' NO DIYIN(A" (SEE NOT E AT POOL )-.4 PLACE S NoTE:: TAKE OFF OF PiPINCit, TO AE LOCAT'E0 FOR 15E.ST ROUTING TO GQL)IPMENT ROOM .- NO DtV►NG' IN 4 "M'AI. LETTERS fo PLA,C1?S ON 1..•PINC/ RAINTSID BY POOL cortretAC'rOR. DEPTH MAKER ON COPINC -1 4. WA 'r LINE TILE, IN 4" MIN N•.)4SF_RS LETTCa� - t0 t=q.ACF5 PnLn1TE0 BY PooL CONTRACTOR. C.3AS 'ST v• EQUIPMENT !ZOOM � 1 r:-LEZ, PANEL -, 3' „2 I; r 2. AIR INTAKE 400SeN1IL ( ,S 10 -O 4 ." v % 6`a rr 2,,� . G ( 4/J 7- -- ---- - --- , I -- r,,�, / /_..._ .- ON .4 FT. 5FT. 21- SKIMMER 2 ;•LgCII =S ? 5G0 w /12o V U.W. L 1G1IT (2) PLACE s /I t\ 1 .a TREAD L.AODE.R -- 2 - - - - - - -- a' M.D. POOL_ "Al' 2" I IZ a -. STILLIMA 10 """1j2,. 9 1 'pT o'_ 1LLIN(. CNAMAER • 12, coNUF_NsATC 9(O 1? 12" X 12" X It" DEEP BACKWAS$ SVMP pY OT'bi THAN POOL CONTIt'AL.TOE2v C>£ %. CA BOY S l KEY TO PIPING • --1 I I MMW DRAIN SKIMIMF_R, EAC 4.p,H H t. Y'ITTING. 0 - ksTUii;11 1 N L E?- Orr - -- --- -- INLET SUPPLY WATER - P -- -----P- o---- AIR. p \,......,..".--.14c_.....---\,... ELS.CTR1G -- STILLING" CHAMBER ---- JL --mit NOTE. ELECTRICAL_ CONTRACTOR TO WIRE. -MT TIMER TO CONTROL STAt'eT - 5T0P or JE.T MA- 1P SPA JeT TIMER - .1. BOX • t COURT YARD 48 EYEBALL RETURN INLETS - 3 PLACC.5 DEPTH MARKER ( 4. PL - ACES • 3 Fr, (SEE. NOT F_ AT POOL) .500 WATT/126voLr - �U.w.4 4GirS °yPA J ET.S 6 PLACES ' NO DIYIN(A" (SEE NOT E AT POOL )-.4 PLACE S NoTE:: TAKE OFF OF PiPINCit, TO AE LOCAT'E0 FOR 15E.ST ROUTING TO GQL)IPMENT ROOM .- NO DtV►NG' IN 4 "M'AI. LETTERS fo PLA,C1?S ON 1..•PINC/ RAINTSID BY POOL cortretAC'rOR. DEPTH MAKER ON COPINC -1 4. WA 'r LINE TILE, IN 4" MIN N•.)4SF_RS LETTCa� - t0 t=q.ACF5 PnLn1TE0 BY PooL CONTRACTOR. C.3AS 'ST v• EQUIPMENT !ZOOM � 1 r:-LEZ, PANEL -, 3' „2 I; r 2. AIR INTAKE 400SeN1IL ( ,S 10 -O 4 ." v % 6`a rr 2,,� . G ( 4/J 7- -- ---- - --- , I -- r,,�, / /_..._ .- ON .4 FT. 5FT. 21- SKIMMER 2 ;•LgCII =S ? 5G0 w /12o V U.W. L 1G1IT (2) PLACE s /I t\ 1 .a TREAD L.AODE.R -- 2 - - - - - - -- a' M.D. POOL_ "Al' 2" I IZ a -. STILLIMA 10 """1j2,. 9 1 'pT o'_ 1LLIN(. CNAMAER • 12, coNUF_NsATC 9(O 1? 12" X 12" X It" DEEP BACKWAS$ SVMP pY OT'bi THAN POOL CONTIt'AL.TOE2v C>£ %. CA BOY S l KEY TO PIPING • stir DSCR *PTIO1.1 E EAC 4.p,H H t. Y'ITTING. 0 •4" sPt, mP% N DPA.I t4 (2) 1a X 12" (DO - 3'.`_ 'SPA JET_RE.TvRH INLETS (ro) I 20 - SuR� E Sa.F7. 4.9 c'R[.RATET 6v i �� ' 15 srok DEEP HEAT suC.T Iota 47 T.D. 6'7' 2" 'SPA SI<Ir' '4ER5 (1 i 2" 42 , /37 ,i" SPA RETURN INL_E.-r (3) 14" 1G (p • I" SPA MAKE UP - COLD WATER TO STOUT 150 4 7 .. r . COURTYARD MAKE Ur Coto WATER To SP.. 150 8 2 town' YAmt SKIMMERS 414 I " 3 7 9 ,3 cOuvelYA; D POOL ANTI vorTILx M.D. (2') 8" 3 7 10 11,3* COLMTYS.RO POOL RETURN INLETS(5) IV 7 DIVERRER vAL'/ - a- EooL13. aA,: t" BALL TYPE FLI W 1� STue. CONTRCOL vALVE er,AITEIV VALVE -� STfZ,glME4R Ft OM POOL 5KimmeRS • I.- I 'TYPE L COPFEr� 2 Tu191►J(„ ST u e 4 GAT £ VALVE T_ CARBOY ACID 1 32' -0" ,- EYEBALL. RETVKN 1 INLET f.) (5) PLACE -PJ A F T, I 1 I 1f) 11 T-4. �f 1 eJ�I No 1ty 4A ,l);‘, IZ ..5 -J i C FT. 1 I I 1 I LOCATION, DIMENSIONS, FITTINC15 1 1 POOL OP,TA K C. Y CIRCULATION �- SY.� LM SURFACE gQ.FT. PERt'r1ETrQ LIN.F'C, 1dpo CAP, GALS. Flow RATE TuRtJ OVER. HRs. PUMP F 1 LT ER STA. - ;rITE F1oDEL .1-1,P, PE 5 FL }}} f''Z SuR� E Sa.F7. 4.9 c'R[.RATET 6v i �� ' 15 l'A0DE.L. HRP 30 M7i:11C T.D. 6'7' A couRTYARID 448 • /37 13,440 3.07 sP•P. • 85 32. 1,350 4 7 4,0' AA-& F'E 5 DL /.. 3.1 15 HRP 24 C SPA (JETS, a 154 a CH H 3 3 ------ 1JDTE: FOR POMP.S HP j A$ovE P.RovtpE CURRENT AT 220/3/0, UNDER 3 HP PROVIDE CURRENT AT 12o/1/000 Hr ! V-. I: DATA K !L .tNF,U1 BrU/HR VENT SIzE 01A. GAS CONN, SIZE H2O CONK. SILE. RI\ATTK HEATER MODEL A 15 1 , 000 9" 1 2 " I %2,1 15 3 B 32Coxo0o c,. 3/'' II/2" 3 33 I ~ PGLY- �lURiMfs 4 • FROM POOL Maat4 DRAIN COMPOVND G,A. PUMP To POOL j PREP:. REL'EF VALE • PIPE -� GAp • O W% t1 N (G' OF FL.DOR FLOW SENSOf - CONI.IECT UMp TO METEr IN EQJtf: R061'1 _COURTYARD POOL HUT LT E.ft _. 5C 1-1E IAT I C LATE VALvi.) FROM M. D ,! AIR INTAKE STRAINicR PUMP\ GA E. o- V AL ■J E. .,,. To, D.W , Su ►AF SPA JET PULP SCHEMATi SPA JETS J. Box sot- Epson:NE 110v. (c'GAP �, ,. , r Y STRAINER - 4 r FILL. 5t-h- T5 AT F-'o01 `. E L EC.-T RON K, POOL EAT S LEVEL. Cpt lTRO+ ( "Co" "7„ 1N EQUIP KOOM t'IOTES; .•••}wr,3't'C6•1,•tiaP4:.w;, }} e` WATER. 1'RENTMEC-IT DATA K E RAT E Y EQUIPMENT NIANUF ACT UREiR. .. MODEL A 17.5 GAL/DAY CNEM . PUMP BAN/. 1NDUSTRIE5 A- 114- 4 t13 ss LESA,p..y BROMIC TOR HY0PCTECH CB8-►9S OAGPMi • FLOW SEN5C1F. - C ^NNECT TO METER 1I•1 EQUIP. ROOM - 0-4,0 1.0. BALI. TYPE FLOW CONTROL. VALVE COMPOUMO GAUGE -,. / 24 FR'OF't SAP. SKti�t1�1ER5 2"- - DEEP 1-4EA-r R ET U 1,11 = *POLY TUBING 4 �L. ? TYPE L COVER TV$►r G 4. FT. BROMtNATOR PRESS. RE.L% .F VAL■c PIPE To WITHILI Co" 01 FLOOR $9ANORAIL (2) - DECK ANCHORS t. ESCUTCHEON FLAT ES *4 BARS - 12" 0, 1" , 1" WHITE C. 1. SEAT $. MA4.14 CERAMIC TILE ,rr E X P. J O I N T( I, , CAVLK11J61 IsY OTHER THAN POOL CONTR.R k # 13A` 5 - 12" 0.C.EACH wt.;( CONTINUOU•5 TI-IR6Uc OUT (3) 44 BARS CO1�T►N000 S Co* O.G. 2" X 2- BLACK C.T. ,,I BULLMOSE AT M STEP 4. SEAT n DOSES N R 4 L • .3 E.(,11UAL TtR$AOS 4 i+ t Z" EACH qF t { x E SPA JET P17TIN4 s+ } wvn1 SN'TlsNS %OHH , r- foPINCG O'l Poo CONT RACTOR :'i0E A.14C.111TGCTUIZAL. DRAW IN6ES .3LoPE DECK 1 1K 12 FROM PcoL, + .'- -- EOO,L ON ALL_ SIDrrr.S !11"-AIR TRAP s i 0 r St. OPE To ORAINIS- N / $OT"rOM - STEP TVCEAOS R1SE.RSi AND LOWER SEAT R1SEs:R To ESE PL�'�.STEW. Vrs5.ESS NoTECI o-t4 ERwtSE. I -44 M AIR SUPPLY mo-titw. a 3 BARS EACti WAY 12" O.C, CONrINUOUL T1IROVGHOUT LIcoHT - "BEE PLAN FoR Lac-A-TION $ MAIN POOL. DETAIL FOR CONC.TRIJCTION SPA STE.P SEAT SECTION B-B SCALE' % 1/ = 1, -0. • 2Pve -O" (o 0 SLOPE '9ECK I Na 12 'ROW' POOL ED4E ON ALL SIDES( 1 m O .SL oF'E 1 IN 12 MAX. IN ANY DIRECTION cps- LONGITUDINAL POOL SECT IOC A - A .5.:"L E; I / *" _ I -0" Ill Vtt.A... SPOUT- ---- 48 N DECK ANCHORS . EScuTc H Eo M PLATES (,) *4 BARS =m ra "O.C.. 1 HtiNDKA%L (I) 1 Er) 2.. X 21. BLACK C.T. BULL. 14OSE AT STEP NOSES 3 BAR.s - 12" 0.c. coNTU'4UOU5 EACH VV AY T'-V cuGNouT- STRAINER -J PUMP G GAP 51'1x1 LASS SUMP SPA F(LTE_R SCHEMA: Tic, I, BEFORE. E,'I'AKE CUT., FIELD VERIFY POOL LOCATION $, OCZLFt■1T1t■T IONS •1-v OWNER'S RE1'RESEN N'T WE_ , a. ALL DIMENsioni5 ARE. TO 1t-l5.IDC WALL 1NTE.REGTION FoINTS. POOL CC)ti1TRACTOPZ SHALL BE_ RESPOA1St$LE FOR.: 3. GRouND1Nc, POOL SHELL- . FLXTURES IN ACCORDANCE WITH St.CT1O14 !o$O N,E.0 4, ALL ELECTRICAL WORK EZC- .G?"D. TO MAKE, FIN1aL NOOK UP OF U.W.1.-1GrITS � ptMF'S, TIMER. S., MET CRS. 4- /oR SwiTCHt.S TO ELECT, PMEL. IN EQUIP, 6 'OM 5. RUkINIt-AG C'TAS Llr {f =S To HEA E_C F'tZQI�1 MAIN S'TUE 1N QUIP, RODOM 11.1GLVD1hi6 SHUT"' CIFF VALVE Al ST0E5, Co. COLD WATER P1y‘NC, To AUTOMATIC, FILL INICL.UOING BRUT OT F VALVE AT S1-1.)E3, L tNE S FRowr 4r1A1t,4 S -rviEs IM EQu1P ROOM 7. •1OD1F1CP.T1ONs of -Ms PLAN Aiz.E. To BE MI\SM. ONLY AS REQUIRED To SATISFY ). -OCAL AUTHORITIES IN CON,FDRMANGe... W1T1-1 OOr) DESIGN, PRACT\CE.- P S APPRovSD BY MARRIOTT REPRG.SE.NTAT1vI ., TAP.li'A A rKyra ad4.244.:444te,- ,,,,,A ,w3k•, -, ✓, uY rL-...!"fx. V .Df"Ybs:"t':OtAvray.9iw0XYXA' 1• 3 1;WA& TItVADS I _AF i2" EACH -H POOL STEP SECT \OtU: SCALE,: 2" 1' -O• SLOPE 'DECK I IN 12. FROM PooL E'DG,E Om ALL SVDES - EXP. JOINT $� CAULKINC-z BY OTER T t1P POOL_ CONTRACTOIK COPMIC1 OY fi'OOL cortTRp:CTVR gets h ;ZCNtTECTJckAL Li�AWte.1GS (2) ' 4 REBAR SK.wil'1ER LID 'T'ILE .SKIMMER UD FiRAME Ti LE. ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY, THE CONTRACTOR ALL PRINTS ANOSPECIFICATIONS ARE. THE PROPERTY OF THE OWNER ANO MUST BE RETURNEE/ UPON COMPLETION OF THE WORK POOH,. DESIGN, INC, P.O. Box 10818 Winston -Safer ,'•INC. 27108 (919)724-4490 *. 4 BARS - 1e." a.c.. ▪ -PECK ®OX I 44 BARS CONrttiooU S i CD" . G. 6 J J c N) it UNDER W>".TER, Lv„' "T- MAIN DRAIN i r ("LA.5TEF, . -... • • I q -i - 2" M.D. LINE MAIN ORAtl\ SECTION - TYPE L CopPCR CONDUIT Co T\NUOUS To DECK �X 27 SKIM VIER-SECTION _ DETAIL CratO`JtiD CLAMP 4. # B AW4 BARE. -Copr1.R TO N1C1'lE_ NICHE. (2) 4 RlittNAR TEACH WAY `-3.1;SAR°a t2." a.C. CCNT1Nv' EACH W#.h ( Tt•lRouGtjOvr LDGRT i . POOL S111E.. SECTION DE-TAIL. SCALE: Z 1 1' -C�" 1" CLEAN WWOCK SL. " %' HYDRO Tutit. LAKE Swm MFG', co, L.Fts - 24 - 33 (I) POOL • Lf\DOE.R. NOTE : POOL CONTRACTOR SHOULD REVIEW SOILS REPORT AND ACCOMODATE POOL AND SPA DESIGN FOR HIGH WATER TABLE CONDITION .t corporation: INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20058 E9EET TITLE danaapeamoh•••••• awesome. . ,". • NORTHERN 3 POOL I I: �,,11;1` � �1 ,;ILL 1.6 1987 ISSUED _ -_ C1t SCALE DWG NO ,a7£.Y ,.,, xR'} t;M.'•wY.��+':7:Y+Ri6�Yl.'"'4'k 'St ?:74„".a R" .6,, } 1 • , III'IIIIIIIIJIIIJII1II 0 t4 Tllh INC,. 1 I! IIII( IIIIIIIIIIIIIIII J!IIIIIIIIII�IIIIIIIII 2 i-i .w... ,.....!1 IIIIIII I 5:. :E 7 8 9 10 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 'IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II'IIIII 11 MADE IN1FAMANr 12 V ... u ., ..,,x,.1^1 "n k • - • : . : 1 • • • • . . • _:1 PRINTS ISSUED B REMOVE 30 L.F. OF CONCRETE DRIVEWAY. DUCT C.-CONCRETE SIDEWALK MATCH EXISTING ---5� Andover Park West N 01 °47'28" E 20.88' (APPROX. OUTLINE) S" DEDICATION FOR FUTURE N OI °05'05" E I 009.15' EXISTING CONCRETE SIDEWALK TO REMAIN EXISTING ELECTRICAL CONDUIT LANDSCAPE EXISTING ELECTRICAL CONDUIT VERTICAL CURB 10'R. .i 5' WIDE UTILITY EASEMENT 6' EASEMENT DEDICATED FOR FUTURE SIDEWALK 10 TAL • @ 9 90' STA LS @9' = ' 2' VEHICLE OVERHANG (TYP.) co A TYP. LANDSCAPE LANDSCAPE TYPICAL TRANSFORMER PAD LOCATION GUEST ENTRANCE Guestroom Wing 3 STORY F0F. ELEV. 1g 26.0 5' SIDEWALK TYPICAL SERVICE AS PER GFK E Indoor Pawl & Spa F.F. ELEV. 26.0 Ci COCHERE .. Q PORTE 12/4/8 GF 51112' REVIS , • • •.' :n SIDEWALK AND ROAD IM -. PRGVEMENTS ON ANDOVER. PARK. WEST 'KIND th/231= BLDG.SHIF DESCRIPTION REVISIONS DATE BY. 24' 18' 25' 17.22' ALL MEASUREMENTS MUST, BE' CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THIS' PROPERTY OF 1HE OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK FIRE EXIT 282.86' LANDSCAPE SERVICE AREA SITE DATA 3' R. TYP. AREA: BUILDING' AREA: ZONING: SETBACKS: 4.4 , Acre "s 91,534 SF (149 Units) °C -2" District: Regional Retail Business BUILDIN LANDS ;APE Front 20' Side 10' Rear 10' LANDSCAPE SATELITE DISH 'NI LANDSCAPE SCREENING 12.S @ 9' 108' AL_LS @9' 9 SCREANING 12.5'R 12.5' 2." PAINTED DASDED LINE(WHITE) MAXIMUM BUILDING HEICHT3 Stories or 35 Feet (Courtyard Hotel Average Height is Under 35 Feet. PARKING:STALL SIZE: 9' X 19' Standard 12.5' X 19' Barrier Free 8' X 16' Compact Stalls (30% Allowed) (2' Overhang Used in Certain Areas) REQUIRED STALLS: 168 4 172 Standard Barrier Free Total S @8' =112' 20 UAL S @ NOTE 1 SEE SHT, C -2 FOR GRADING AND VERTICAL DATUM 2' VEHICLE. OVERHANG (TYP.) FEB 2 5 198P (Cooperative Agreement Approved 8/13/87) PROVIDED STALLS: 117 51 172 Standard Compact Barrier Free Total PUGET POWER UNDERGROUND A� i OSS10N�LW --- •-- •---- ---••y 1111 • � ►1T INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20058 //////////////7/7///////////7 IA VICINITY MAP /////////////////////'/////////// JAJ CO1.UM8IA. MD ialiM"RM,.M 1. t..Mf F,I» s. - nwr�.� IMOM IM. a.,. . Re•'C"1W ;w sRI''1! i4,15.'",ZIf 1GfCrjatro t.Z.W.3'v' w. rrnA"t4.14tei i :ASIA^arkgiMFV, + +e4'ff9g4. 1 10Tih0IMmt r,:x?mar POWC P,cre.rry±�,�.,:r rnvwy .. • • 1111111111111111111111111111111111111111l111I111I1111111I111f 11111111111 0 ,61111S INGIr 1 2 '.� r 4 1111 1111111111 1111111111111 • 5. 11111111111111 1111 11I111I111II11n 11; 11111I1111111I1111111I111I111I1111111111111111 ... 7 -.. .. ....8.... ... 9 I1,) MAn"G"Ingy 12 ..• rm ,a. rv...':. , `.. .. , r '�e:.. .. :.: .i .. :....... w:. ee „ «..r.l .. a. w. ,,r. .:^,.rw .,...,...... wr^tr�J:.:{...'4 +1 e'4: •••••••' • • . . • E4. 1 STALLS REQUIRED; 201 REQUIRED j6(8% REDUCTION) 185 TOTAL (IF REQUIRED PER COOPERATIVE PARKING AGREEMENT) N 01°47'28" E 20.88' SITE DATA AREA: BUILDING AREA: ZONING: SETBACKS: BURIED VAULT (APPROX. OUTLINE) ELECTRICAL SURFACE VAULTS 1 1 4 STALLS PROVIDED; 117 STANDARD 51 COMPACT 4 H.C. 172 TOTAL PROVIDED 13 OPTIONAL STALLS (PER COOPERATIVE PARKING AGREEMENT/ 8'7-4-SPE) 185 TOTAL (IF OPTIONAL STALLS ARE REQUIRED) N 01°05'05" E Andover Park West LANDSCAPE 0' R. 6' SIDEWALK 6 609.15' 'CONCRETE WALK VERTICAL CURB PRINTS ISSUED I O'R. N 6" DEDICTATION FOR FUTURE RIGHT-OF-WAY .--- 2" PAINTED DASHED LINE(WHITE) COURTYARD SIGN CY 100 AT 33' 1 24' 24 5' 19' _at 19' 24'. 10 •TALL s@9 = 90' STA LS @ 9' 10' R Zo] C C el C C Ps?86 tsiv• . —2' VEHICLE OVERHANG (TYP.) c as. LANDSCAPE LANDSCAPE ID J- TYP. c c c _TYPICAL TRANSFORMER PAD LOCATION GUEST ENTRANCE c FIRE EXIT 0) Gr 3 R. TYP. 5' SIDEWALK TYPICAL (0 SERVICE 0) PORTE COCHERE LANDSCAPE Public Space 1 STORY 24' 25' 17.22' ALL MEASUREMENTS MUST SE CHECKED ON THE J08 BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST SE RETURNED UPON co1PtEnot4 OF THE WORK -p 0 4.4 + Acres 91,534 SF (149 Units) "C-2" District: Regional Retail Business ILIDLDING LAND§CAEL Front 20' Front '0' Sile 10' Side 5' Rear 10' Rear 0' FIRE EXIT 9'R. '9- MAXIMUM BUILDING HEIGHTS Stories or 35 Feet (Courtyard Hotel Averageleight- is Under 35 Feet. PARKING:STALL SIZE: 9' X 19' Standard 12.5' X 19' Barrier Free 8' X 16' Cornpact Stalls (30% Allowed) (2' Overhang Used in Certain Areas) REQUIRED STALLS: 168 —4 172 (Cooperative PROVIDED STALLS: 117 51 172 Standard Barrier Free Total Agreement Approved 8/13/87) Standard C.,:wnpact barrier Free Total ■.‘ LANDSCAPE SA TELITE DISH W/ LANDSCAPE SCREENING v 12. STALLS @ 9 4 108' LANDSCAPE 10 S ALLS 2" PAINTED DASDED LINEIWI-gTO 14 STALL S @ = 112' PUGET POWER UNDERGROUND SERVICE AREA SCREANING I2.5'R 1 T.:Co . (3 t ......-••••••.•••■••• R = 410.28' = 12°1016" L 87.15' S O7°52'36" W 86.99' 1 INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. D.C. 20058 • t 19 if ; r ( C___QIMIWIVE PARKING AGREEMENT r HIBIT I a • • — t- 7,, cthi 144;:eleis.. (1. 8'6EaTkERATIVE PARKIN AGREEMENT EXHIBIT • f.• 20' 30' 401 100' 150' • 01! 10 cu(db? B.C.E. JOB #2310 ■kr rgivir VICINITY MAP ri 77//////7/ ' AWN IS SCA WG NO. II 57 SCALE 20 .,MJ COLUMN*. MO A441100111111166.661.11126ARMVOISMallimoa••••,..••• - • -•••■••••••-•,,...s./..,WWV4411011,01.11R. • „.•••'.111'..•11:17•0111":-”.1 .•••••.....,,•-ropaa.vsay.atter.T1141PLAIr.f.•".-..1.••es,..A. N.,- ..d.A.roo..,4-.••:ri-0.,41,1asod aret•44(40•••••~0141‘67600•11,4169Roork.•614,•.<0,0",^•4.,:K0111•• .•;•.•• •,.,...•••••XtAgortataaraft-iatrrait;•ax•aler*Voltre,e45,-,riar48,0•4•3•04••,•.,: • • 1111 IIIIIIIIIII1111111111111111111111111111111111 r) 16 TIM " 1 2 - IIIIIII 1111111111111111111111111111111111111111111111111111111111111111111 q 1t1 11 mArlinc.,,,,mmo 12 L • •.• • • • :::::.••••.•'• • •.•••••• . , B G • 1 " =20' N OI °47'28" E 20.88' N NOTE' CONTRACTOR WILL EXCAVATE AS NECASSARY AF l'ND EXISTING 12" WATER MAIN AT POINT ALL STREET USE PERMITS ARE INCLUDED WITH IN WATER LINE EXTENSION PERMIT. CONTRACTOR WILL NOT EXCAVATE OR DISTURB LAND OUTSIRE OF ANDOVER PARK WEST RIGHT OF WAY. IF CLOSURE OF A LANE IS REQUIRED LANE SHOULD BE DETOURED AS SHOWN. ' WHEN INSTALLATION IS COMPLETE CONTRACTOR WILL RECONSTRUCT SIDEWALK, CURB GUTTER AND PAVEMENT TO ORIGINAL STATE AS PER CITY OF TUKWILA. 11 • EXIST. SAN. M1- RIM = 21.06 I.E. IN S. = 10.31 I.E. OUT N. ' 10.31 I.E. IN E. = 11.26 EXIST. 12 WATER LINE L. APPROXIMQT _ LOCATION OF TELEPHONE SERVICE CROSSING Andover Park West r - EXISTING 21" SANITARY SEWER M '.s► RE INS ALLE e '$Y PACIFIC NORTH WEST BELL CURING CONSTRUCTION 6" DEDICATION TO R. W. HALL INSTALL' 2 -4" CO I.E-V -C- NDUITS WITH PULL TAPES BEGIN INSTALLATION FROM HERE N 01 °05'05" E CONDUIT FOR ELECTRICAL SERVICE BY PUGET POWER AND LIGHT EXISTING 33' LONG 8" STUB TO P EXACT POSITION & INVERT OF LINE OT KNO CONTRACTOR TO VERIFY MAX. LE. AT STUB END OF 11.43 CONNECT 8 "SIDE SERVICE TO EXISTIKG_ 8'_$TUB AT, ELEVATION NO HIGHER THAN 11.43. CONTRAC- TOR TO NOTIFY ENGINEER PRIOR. TO LINE CON- STRUCTION IF MINIMUM SLOPE OF 2% CANNOT BE MAINTAINED. 10 WET TAP EXST,�&ATER LINE INSTALL I - 8" TAPPING TEE (MJ X FL) 1 - 81 GATE VALVE (FL X MJ) CONC. BLOCKING �--- -- CONTRACTOR WILL INSTALL THIS LINE BY BORING AND JACKING UNDER & ACROSS ANDOVER PARK WEST AS —SHOWN — - INS T -AL-L -- OR4RRIGATI ©N- SERVIC€i -- — - _._ -- /1 8 "x-4°- JxMJ) I - 4" GATE VALVE i CONCRETE BLOCKING INSTALL FOR DOMESTIC SERVICE' I - 8" x 4-7. TEE (FL x MJ) CONCRETE BLOCKING 009.15' 6EASEMENT FOR ALKWAY 15' WIDE UTILITY EASEMENT NEW 4" WA-TER METER 2 -4"41) PVC CONDUITS WITH PULL TAPES FOR PHONE SERVICE. TO. BE INSTA LED 3Y CONTRACTOR BORING AND JACKING OF ATERLINE INSTALL 1 - 8' X6" TEE MJ X Ft... I - 6" GATE VALVE FL X MJ 6 L.F. 6" D.I. EXTENSION 5 114" M.V.D. HYDRANT & ACCES. MJ 2 - 314" TIE RODS CONC. BLOCKING - m 0 -J M \OOM 0 0 Guestroom Wing F.F. ELEV. = 26.0 ° -4I 20 L.F. 8 FIRE r______±.(1\ VALVE A (D.S.H.S. PPROVED MAINT. ROOM 1 ELEC. ROOM • IRE "--kk."` "mgairlks:24.roomaintalMAIII INSTALL' -8" TEE (fit x MJ) I - 8" GATE VALVE (MJ x MJ) CONCRETE BLOCKING 24 L.F. 41 WATER MOVED i'ELEPHONE LINE NEXT TO ELECTRICAL LINE A! DED TELEPHONE LINE 8 C M RIM I.E.= LMANHOLE 26.51 6.50 T EQUIP. 121918 KIND PER CITY OF TUKWILA PER MA 0 RI 6 PER MARRIOTT REV. FLOOR ELEV. PER MARRIOTT REV. 3 PER D.R.C. REVIEW. PER FEB. REVI W DESK -26 -8 -18-6 5 -6 -8 Indoor Pool & Spa F.F. ELEV. = 26.0 ! f Public Space F.F. ELEV. = 26.0 u) 0 0 LJ ME REVISIONS In ALL MEASUREMENTS MUST BE CHE KED ON THE JOB BY THE CONTRACTOR • ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF THE OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK 0 CO 4DUIT FOR SATELLITE DISH S GNAL WIRE. ALL CONDUITS SHOULD E INSTALLED WITH A PULL LINE TO FACILITATE CABLE INSTALLATION. INSTALL I - 8" MJ PLUG 1 -8 "X6" TEE MJXFL 1 - 6" GATE VALVE FL X MJ 18 L.F. 5" D.I. 5 I /4" M.V.O. HYDRANT & ACCES. 2-314" TIE RODS CONC. BLOCKING Guestroom Wing F.F. FLEV. = 26.0 c 0 co co IN A - 8' TEE MJ X FL 1 - 6" GATE VALVE FL X MJ 8 L.F. 6' D.I. EXTENSION 5 I!4" M.V.O. HYDRANT & ACCES. MJ 2- 314" TIE RODS CONC. BLOCKING INSTALL CLASS 52 MJ CONC. BLOCKING NOTE' SEE SHEET C -2 FOR GRADING AND VERTICAL DATUM. INSTALL I 90° BEND MJ CONC. BLOCKING INSTALL' T $1 GATE VALVE (MJ,'FL) ENG CONSTRUCTION 136. r3' T. 020 -2 r//////////////////Z///////////7./. R = 410.28' A 12 °`16" L = - 87.15' 10 —_____ C = s0.97°52'36" W 136.99' INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20058 L SHEET TITLE aJ 1 • 1 DETOUR SIGNING DETAIL__ Elarghausep '�o 41 C1�`.•`y Constiltint/Endinters Inc. Land Planning, Survey & Engineering Specialists 6615 Se. itOth St. Suits 1 2 • Eent. Wash. 9$012 • (105) 072 -5522 B.C.E. JOB # 2310 SCALE = I n = 20 J$J COLUM BA. MD .. r. ...s...e,..... ry.i...•xi.«+.^��+atS..M.'t' t,t0]FNN. AV.. T.1 \Tts! 'rJ+: uYStn.{.)A? �y�• a.'rf1HY.l"1'$It, � V:;PkY,'4(FF;; rY.'Q � �; is w.i•:,C 541 Pi.:4,0p .tY.44:*Jim.er (110.V+.nda;►Yi,C1A•A ion30,,,,,r,....* 1111111111111111!1111111111111111111111111111111111I 1111111111111111111 G 161116 INCH 2 4 11111111111111 S. 11111111111111111 6 . 7 11 �11111',1111111111111111111111I 1111111111111111111111111111111111 8 _ __. .., 9 10 11 MAIIfdlf.ERMANY 12 ........a...�e «.. :.; .a Scale: 1/8" =11-0" • / (DAREA,DRAIN RIM = 25.10 I.E. = 22.93 fi 1 FF = 26.0 ,11imaammennumwma_r_bamm=imainslamlimmimimmicem, T-TYPICAL 8" P.V.C. CONVEYANCE PIPE. / SEE GRADING AND DRAINAGE PLAN / C-2 FOR DETAILS. SEE 'WOW AND bRAINA-01----. PLAN C-2 FOR DETAILS 1 1$ DOWN$POUT SEE SHEET C-2 &C-4 FOR LOCATIONS QMIPE FACE OF TRUCTOTT 26.00 25.82 8 \ 25.50 = ititi.44-\\ )I.E. =,21.45 ' 26.00 25.96 X X 1 J 25.50 r\11 25,50 - 7 ° 25.50, 4-- •••■••1111 111■11.11, •••••■ 26.00 23.92 1- - -25 EJ \ 25 0 Fil EL= CB* 8A TYPE II = 17.68 (841 ) I.E. - 18.86 (8) FF = 241.75 STORM SEWER iffr.) SEE SHEET C-2 1.0% MIN. SLOPE BELOW GRADE MIN. ,4 24.70 24.71 24.25 PWNEQUT cJ ltc)Q-.I 11111 multi- •-A1 Mr - LE. = 23.00 / 2ess8c• \ 24.95 YARD DRAIN RIM = 24.20 LE. = 22.20 1 0 \ ft/ v /40' • 24.25 f RIM 24.45 I.E. = 21.45 N4'.1 oc 25.10 \ 25.35 (/ 25.10/ //)._\•..,......„,...",.. ..........„, - d TYPICAL 18=18' PRECAST CONC. PAVERS SET ON 2" OF COMPACTED SAND. _ 44' / jte YA D DRAIN LE. = 19.56 C-5 INTERIOR WALL R09E/OVERFLOW DRAIN FROM ROOF FIXTURE ■ // FF = 26.0 -.F4\ 24.95 • I, • oo • tn 1 \ ...---.. / \ / 1 / I iv °.° .0.25 N■3? ■c "14. \47. 2' MAX. 24.95 24.25 FLOOR SLAB -V VARI S SEE FOUNDATIO 1 OOR SLAB DETAILS. 1\24.92 26.00 / \25.96 I 0/ 7- • 0 4. 0 0 • 06 ..■••■■••••••.•••• OA.. IMO.. ANNE. • 0 t."=-11) E IM 2. I.E. = 21.20 2z4o x/ A3 I.E. = 20.38 24.25 I' MIN. COVER 2 111/11.-FN 111;51145/1):-.:TI CONNECT TO STORM SEWER fTYPJ SEE SHT.- C-2 AR DRAIN IM 2 10 I.E. 23.10 BLQCKOUT 8. -SLEAVE FLOOR JoIsTs REQUIRED ALL MEASUREMENTS MUST BE CHECkED ON THE JOB �Y THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY OF 1-1-4 OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK ROOF DRAIN OVEFIA CONNECTION DETAIL FF = 26.0 25.96 TYPICAL 8 P.V.C. CONVEYANCE PIPE SEE GRADING AND DRAINAGE PLAN C-P. FOR DETAILS. 4. • ,6\ • CONCREIL PAVEMENT GROUT DRAIN LEGAL. DVSCRPTION: BLOCK OUT A MENT AS REOUIRED FOR DRAIN INSTALLATION. _ON 4--,€J1 GRAOE MOS t90 .SPCC-0-8ASIR' •ATRIum GRATE (BLACK) 6' OiA. RISER SPEC-El-DRAIN INDS 10b0SINGLE OUTLET OMOS 2U4d00U8Le OUTLET • That portion of the George E. King Donation Land Claim No. 40 in Section 6, Township 21 North, Range 5 East, W.M., described as follows: BEGINNING at the Southwest corner of said Donation Land Claim; THENCE North 0° 31' 08" East, along thehWesterly line thereof, 8 . 0 0 feet; THENCE South 896 13' 13" East, along the North line of the South 218.00 feet of said Donation Land Claim 2922.14 feet to the East line of said Section 6; THENCE North 2" 56' 45" East, along said East line 62.37 feet to the TRUE POINT OF BEGINNING; THENCE North 89 13' 13" West, 2,576.78 feet to the East line of the West 348.00 feet of said Donation Land Claim; THENCE North 0° 31' 08" East, along said East line 62.49 feet to the North line of the South 241.33 feet of the North 316.33 feet of that portion of said Donation Land Claim lying South of a boundary line established by agreement and filed under Recording No. 7903190605, records of' King County; THENCE North 88° 22' 00" West, along said North line 348.00 feet to the West line of said Donation Land Claim; THENCE North 0° 31' 08" East, along said West line 30.00 feet; THENCE South 88° 22' 00" East, 348.00 feet; THENCE North 0° 31' 08" East, 45.00 feet to said boundary line; THENCE South 88° 22' 00" East, along said boundary line 2,605.28 feet to the East line of said Section 6; THENCE South 2° 56' 45" West, along said East line 662.14 feet to the POINT OF BEGINNING; EXCEPT the Westerly 34 feet as conveyed to the City of Auburn under Recording No. 8104220761; Situate in the City of Auburn County of King, State of Washington. • ANcorporation rrii)tt COMPACTED SUBGRADE Tif / INSTALL 120 CULVERT UNDER FLOOR SLAB. DETERMINE LENGTH IN FIELD MULTI-GKATE, RiSEh & SPEE.0- DRAIN MANUFACTURED 81: NATIOMAL 01?rRSIFIEP SALES OK. 2550 AZURITE CIRCLE NEWRURRY PARt, tA 91320 (805) 498-365E • INTERNATIONAL HEADQUARTERS MARRIOTT DRIVE WASHINGTON. O.C. 20058 --LE. AS SHOWN ON PLANS AREA DRAIN IN SHRUB AREA NTS 411 Courtyard Grading Plan FILL IN CULVERT BOTTOM W/MINIMUM 2" CEMENT CONCRETE, ..1•0".• FLOOR DRAIN DETAIL ZURI4 Z-4I3 OR EQUAL NTS SCALE: 1 " = 20' B.C.E. JOB #2310 Barghausen Consulting Engineers Inc. Lend Pk:inning. Survey & Engineering Specialists sus 2.. Mt% soft P11 • INOwl, wok ma. pa) e7 -M2 -...."44041XXXX01/0.44,14.4arardoommuX0OoftiOOMX•410•41000•1144.14,0,,,-.....,,,,,,,,,......... - , • • 4.7',41041Mert441MXVX10115vreA4P.4:-•. , , . „ , i`f4,444444:il."150Cribeat*SttfidartilliA4C:21141}.04:741102, SION4r4AX.Y.P4AJ4440,4*.•,...444,,,,W,.., p. • . ^ ; 41011111 1111111111111 1111111111111 1111111111111111111111i111111111111 11111111111111111111111111111 H p will Ili 11111111 y a-4 o.7 • • • 1 : , . , I ,,:::,,i,;,..., '..:, • ..' . '.. , , ..: ., .• :, „..: ., ,,',',- , -...._., : .':;;;,,,,:;,';':-.,,, '.;,:,..-1-:.:...;,, E.:•‘. i,`,‘....6.-•.■,";-.:,..-.4, ,I..?'.',......'',...' ...,%.,.•,,•':,,2., :: .,c ,,,v,•,; ..,..,,, • , 1..t.,1+.,,'....... . , , .:,."-:',.1:. ', •:,,,,..- t .r..:. .6,..,,,••.•..4',., ;• ,-.. i,:,..,,,,,..;..*'i.,`,,,,,,,,,Z;i4.4:, ..,' ..1,.1-,+...-e.:,..;,41,'...i44,.;;?,'.',:•,'•1":"L'.;•,-, s,...:;....,.").",,,,,,..,,::....,Ad,,,i .27r,.. i .::'''•';.:;i';•:'.;;',1+Zg:it,;t4;"•.'1 ',_., ..4'.,.,',......,!,,i, %...:...e......,,.:.:;,,.;.:: ,,,,,,.,;.• . ,' ,,i;.....7...,.:.•••..\,-.,.'...! , ''',.'...i .,....... .... 1' ,..1::". . , , . .' .';.,' '. .. ' ... .7. . . , . : ; ' . ,.., , ' ,. .,: ,. ....': '4,...t.,', .., ,...-...,..4 FRAME EL LADDER ORSTEPS --•- OF)-'SEr. SCE NOTE 5. FRAM''s 15, COVER ELEVAT%ot iL„II`PtAN. . • ago A E STORM DRAINAGE NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPEC[E'it:A'I'll'tNS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON S'EA'I'E CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (AEWA) AND CF TUKWILA STANDARDS AND SPECIFICATIONS. ... .166•66.• 1... -- - -- ROUND (ODD COVEN NARKED' (*Atm' , . WITH OCKI t4G 1301.YS• SEE DWGX.. N. 49 8.30 IcC44 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS , METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. IT SIIALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT I N -PLACE ALL UTILITIES ANT) /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHA1.1. BE REPAIRED AT THE CON- • TRACTOR'S EXPENSE.. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE: THE PROJECT SITE. TUE: FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCI'ldN AND BE I ?AINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMI9.1:'IEI) AND POTENTIAL FOR ON -SITE E:RUSION HAS PASSED. AS (X)NS'! 1it:T1uN I'R uRLSSES AND EXI :CTED (SEASONAL.) CONDITIONS DICTATE, MORE 511.1'A'I1u!i t :I4N'iku1. FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CON'!'RUI. ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONS11(UCT I UN , IT SIIALL. RE 111E OBLICATION AND RESPONSIBILITY OF THE CCNTRACTOR'it) ADDRESS • ANY NEW CONDITIONS TIIA'1' MAY BE CREATED BY 1115 ACTIVITIES AND TO PROVIDE ADI)1'F1ONAl. FACILITIES, OVER AND AGUVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL 'TYPE I CATCH BASINS SHALL BS PER APWA STANDARD PIAN NO. 52 WITH AIWA 'TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. ALL REQUIRED STOID1WATER RETENTION /DETENTION FACILITIES MUST BE CON- STRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRICT 1)N UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUIiI.EC W()RKS THE BACKFII.L SHALL BE PLACED EQUALLY ON BOTH SIDES OF 1'H!•: PIPE 1N LAYERS, WITH A LOOSE AVERAGE DEl'TII OF SIX INCHES (6 ") , MAXIMUM DEPTH EIGHT INCHES (8"l. THOROUGHLY TAMPING EACH LAYER. THESE COMPA(•I'CD LAYERS MtIST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR To SIDE OF THE 1'ILENClI. MATERIALS TO COMPLETE THE FILL OVER PIPE SIIALL. ILL': THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX / N(aII• :S L b" , IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHAL1. NIT BE USI :I) 8 ALL STORM ASTM C -76- CORRUGATED CONNECTING SECTION 60 INSIDE AND DRAIN P1PE SHALL BE CONCRETE RUBBER (;ASKE'TED ASTM t: 1E .' t1R ii OR 1.6 GA. GALVANIZED STEEL OR 16 CA. ALUMINUM HELICAL. METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS -302G2, STEEL PIPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING OUTSIDE, OR BETTER. 9 BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINCLINE). 3EDDINC FOR FLEXIBLE P1PE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO 62 (PEA CRAVED. FROM FOUL: INCHES (41 ) BELOW P: PE TO SIX INCHES (6") ABOVE PIPE) . TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 11/2 TIMES PIPE DIAMETER PLUS 18 INCITES, WHICHEVER IS GREATER. BACKI' 1.1. SHALL BE PLACED IN SIX INCH (6 ") !AYEI(S COMPACTED TO 90% MODIFIED PROCTOR DENSITY. ASTM D -698 10. EXTRUDED CURB SHALL BE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY 'BONDED AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 INCH, u4 REBAR AT 8' -0" O.C. 11. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC:, THOSE AREAS S1l:.I. BE HYDItW- SI.ELED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACXFILL FOR THE PIPE BEDDING" THE FIRST LEFT OF PIPE BEDDING MAY BE OMITTED) PROVIDED THE MATERIAL. IN THE BOTTOM OL' THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY MAINLINE STORM DRAINAGE SYSTEM,OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK 7 14 THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVI.ATLON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL. FROM TI[E PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 1 5 . A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL. HAVE ROUND, SOLID-LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO ThE STORM DRAINAGE SYSTEM. 18. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT. UNLESS OTHERWISE NOTED. 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL_ APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION- RESISTANT ( :11ARAcII• :R OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDC,F. LOCATIONS, ETC. 21 ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD EURV£Y AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPUN S1BLE FOR LOCATING ALL UTILITIES 'WHICH MAY CONFLICT WITH CUNSTRUC'I'luN. WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE: THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE: THE!:!: ACTIVITIES. 13 THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A '1'O "'AI. OF' _ . SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEET'S AS APPLICABLE.. SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. J4.1 1. 041.AM II1 M(1 • 1. DRIVEWAY CAN BE REDUCED TO A THICKNESS OF SIX INCHES (6") WHEN A Ur GAGE WIRE MESH THREE -INCH (3 ") SQUARE PATTERN I S USED. 2. WHERE DRIVEWAY EXCEEDS 16 FEET IN WIDTH, A TWO -INCH (2 ") DUMMY JOINT SHALL BE FLACED LONGITUDINALLY ALONG ITS CENTERLINE. 3. JOINTS SHALL BE PLACED AS SHOWN OR AS DIRECTED BY THE ENGINEER. 4. CONCRETE SHALL BE CLASS "8" (3/4) AIR ENTRAINED PORTLAND CEMENT CONCRETE. ,. ALL WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. • COMMERCIAL DRIVEWAY N. T. S. • OVERFLOW ELEV. TO? PROVIDE DETSMwN 2 ROIL SGPARAT'(ON PER PLANS.--% ELEV. • 20.62 \ PIP$ sUPPORT(s): 3 "X .090 GNG E 110L1E0 OR tM &EDDE0 2" IN WALL AYMAX 5'SPACING. MIN ONE SUPPORT. --- 18 "0 CMP . • • ...644z; . r -D 114. ;lf .M15116 SET PIPE SEL NOTE G INVERT I:.Le.v. PEE PLANS. ELEV. - 14.20 RESTRICTOR PL? is WITH ORIF(ce Ab £PI:CtFIEO. NOT NEE0Br IF ONor FOR OIL_ PO(.LUT1Wa� CONTROL . ELEV. • 1220 SEE TABLE BELOW • •t 6•,06.110 JIAX. w.s -T- i STANDARD GO.LVANR9D STEEL LADDEK /STEPS. SEE DWG. N. 3 9 KC R5. CL6ANOtT GAM : SHEAR GAVE. See OW;. N. 53 KCKS INLET PIPE OR PIPES CATCH BASIN TYPE 2 Diat•AETGR A1: KIOLJIgEO SCE DWG Nc. - 3 Y.0 tZS ORIFICE INFORMATION 71-3LE. # ELEVATION ORIFICE SIZE I 2 [ 1220 I t8 " 'P 16.35 ! - %?" 0 3 18.50 1 - 7/16" 0 INVERT ELEV PER PLAN, ELEV. - 14.20 NOTES' It PIPE SIZES t SLOPES PER PLANS. 21 OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. \ xki'D ;to 18"0 !'MP O'.1 EMI' PLAN VIEW SCALE: 1/2"=1'0" 3) METAL PARTS. A. CORROSION RESISTENT GALVANIZED OR ALUMINUM TYPE 2 B. if' GALvAM2ED STEEL PIPE HAVE ASPHALT TREATMENT I. 4) FRAME 1I LADDER OR STEPS OFFSET SO. A. CLEANOUT GATE IS VISIBLE FROM TOP. I. CLMIBDOWN SPACE IS CLEAR. OF RISER a CLEANOUT GATE. c. FRAME 15 CLEAR OF CURB. FLOW RESTRICTOR OIL - POLLUTION (FUR.C.P.) CONTROL DEVICE ate_ N.T S. . C.gr.'xit'YM .' ✓... 4:7..x4 M':...�.,, rnt.. S?d.. ^•.•.... N':SY...w 4- 7t i^ A GUT1 R. S CETAIL THIS SHEET 1 COMMERCIAL DRIVE DETAIL THIS SHEET EL. - 24.92 in EL. 2.5.9t cL. r 25.46 tid ELL 25.91 0 - RIDGE LINE EL.-25:13. CU' = TRA ( RR1 vr--- E ENTRYWAY COMMERCIAL SHEET It URB AND GUTTER ET La2RTE COCHEaE SIDEWALK DETAILS AND GRADING -1- ------ 4- 10: • t • -- HANDICAP SPACE (TYPICAL) HANDICAPPED PARKING STALL AND RAMP T.S.• *ON CURVES, SLOPETO FIT SUPERELEVATION. NOT TO SCALE TOP OF CURB @ DRIVEWAYS MEET EXIST. SURFACE /%C\YlAK/iCw/,wAY/i(.1K Com 12." 0 PLAIN CONC. PIPE GRATE TO BE ATLAS FOUNDRY PATTERN NUMBER 235 -14 SIRE 12" PIPE • OR EQUAL AREA DRAIN SIZE & PIPE SIZE TO BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER /' BACKFILL. WILL BE COMPACTED TO 90 PERCENT OF 9 LABORATORY ASTM: D -1557. CONNECTION TD AND MADE FLUSH WITH 6" PVC OUTLET PIPE @ 1% WITH APPROVED GASI ET WHEN CONNECTED • TO CONC. • YARD DRAI JOINTS TO BE IN ACCORDANCE WITH STANDARD SPF,CIFICATIOws OUTLET PIPE M&1' SUREMEN T TO BE MADE FROM CENTERLINE OF DRAIN 4" TYP. AS AROUND 4" CEMENT CONC. CLASS 5(11/2) 4 • 4- 4 •F-- ----�- e +ER SOILS CONSULTAN ' PER G.F.K. .:. 2 CHANGED DETENTION PIPE DETAIL I REQUIRED DETAILS 1 6' MIN. OVERFLOW -- LOCKING LID 180 L.F. 66" CMP @ 0.5% LOCKING LID -- - - ---- 1 �c-- TOP OF PAVEMENT 18 "0 CMP LADDER STEPS CLEAN OUT GATE 2' MAX. /r AIR VENT -7 1 „--"" 36'0 MiN. STORM DRAIN .005 FT /FT DETENTION PIPE - VARIES (REFER TO PLAN SHEETS) ---- 2' MIN ------ 2' MIN. 2' MIN. - -CATCH BASIN (SEE Pl. AN VIEW) 21MAX. 36'. MIN. STORM DRAIN -- -- LADDER STEPS jI0 "0 PIPE NOTE' ALL STEEL PARTS MUST BE GALVANIZED & ASPHALT COATED c TREATMENT #I OR BETTER) TYPICAL CLOSED DETENTION PIPE •••••••116•6 NTS �. ./ 1j e,� rt11,,`t8 `fir {X� T•�A ;:'a*• 2" MIN. CCV'1 .•• DEPR3 CL. 'l3' ASPH. CONC. PAVEMENT 4" Mrs. O OMPT . olErni 5/ $" a,I.r1 JS CRUSHED ROCK 6" I.MPORIED 1'ITPUN SAND AM GRAVEZ. OR 1N" MINUS CRUSHED ROCK CATCH BASIN STANDARD (CAR) ASPHALT PAVING SECTION VERIFY SECTION ADEQUACY !AO/ SOIL CONSULTANT PRIOR TO CONSTRUCTION a .•.:.:11. LOCKING CLEANOUT /2SS BOLTS TO BE PROVIDED FOR CLEANOUTS IN RIGHT -OF -WAY & DRIVEWAYS. CLEANOUTS ON PRIVATE PROPERTY TO BE 6" BELOW SURFACE W15# FERROUS SCRAP ATTACHED. WYE WITH 6" BRANCH LOCKING CLEANOUT O.F.CO. ;#M1025 RATING - H -20 W.x-W7F. " 2' -0' SOUARE CONC. PAD 6' - 45° BEND COMPACTED BACKFJLL LIMIT OF PAY ITEM FOR PIPE INSTALL WATERTIGHT PLUG LIMIT OF PAY ITEM FOR CLEANOUT !t.! LOCKING CLEANOUT DETAIL • MOM-A.R. L TOP SLAB •.. a• .O. 4 2 48 ",54 F 7272Or 96' .44 -r-= 1 1 I 1 1 54" DIA:- B` 7X "1)IA�1r a' FRAME B GRATE. SEE SEC.7.OI I {C:RS. ADJUSTMENT IT MENT SECTIO 4 (L.C.v E -1tsC1 BRICKS OR E ADE RINGS 0vcioNAI.) --G" MAX. ^STEP° OR LAt:D .. ORIENT WITH I PM=T SO STEPS WILL CLEAT PIPES. SEE DWG.. 35 KC1� PRECAST aAsE at INTSCJRAL RISER. I' -O" FOR 4b" a E.4' DOA . FOR 72. & SC." DIA. NOTES: 1. CATCH BASINS SIIA(.L BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M -199 VHLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE MSOTT /APWA STANDARD SPECIFICATIONS. 2. HANDHOLDS IN a11JUSTmENT SECTION SHALL NAVE 3" MINIMUM CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 8" MINIMUM CLEARANCE.. SEE DWG. NO. 39 XCRS. "MANHOLE DETAILS." 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS A. ALL PRECAST CONCRETE SHALL BE CLASS AX. 4. PRECAST BASES SIIALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALT. HAVE A WALL THICKNESS OF 2" HINIRUN (NUSEL'KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. • 5. KNOCKOUT OR CUTOUT HOLE SIZE. SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. NAXINUM HOLE SIZE SHALL BE 36" FOR 4/1"J:.1).. 42" FOR 54" C.B., 80" FOR 72" C.B.. 84" FOR 95" C.B. MINIMUM DISTANCE BETVEEt HOLES SHALL BE B" FOR 48` AND 54" C.B.: 12" FOR 1E" AND 96" C.B. 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.07 KCRS AND *EET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -P -6210. RAYING SURFACES SHALL DE FINISHED TO ASSURE NON - ROCKING FIT WITH ANY COVER POSITION. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM YSEGO STRENGTH OF 60.000 PSI AND BE PLACED IN THE UPPER HALF OF 111E BASE WITH 1' MINIMUM CLEARANCE. B. SOIL BASE TO BE COIaPACTED TO 90% MODIFIED PROCTOR ACCEPTAaBLE ISE0Dit,1[4 MAYGRIAL G" MI►J.COMPACTED SEPARATE CAST IN PLACS 1>�Pi'H FOR PRECAST BASES BASE QR4 SEPARATE PRECAST' ONLY 9. FOR DETAILS SHOWING LADDER. STEPS, i HANDHOLDS SEE DWG. BASe. NO. 39 KCRS. FOR TOP SLABS. SEE DWG. N0. 34 KCRS. DENSITY. R+EEHFOOcI G ST£EL(FORSEPARATE ESASES ONLY) 0.23 S4. IN/MIN EAC.14 DIRECTION FOR 481' Pik 0.19 SO INJFT IN EACH [DIRECTION' FOR 54' DIA.. 0.35 3Q.INj FT 114 EACH t wP- ECTIoPI Foe. 7Z " DIA. 0.39 SQ. I N /FT IN EACH DIRECTION FOR 9‘; DL "0,. RING PRECAST BASE .JOINT BA IN TYPE 0 `- R.EINFORCING STEtL(FOR•'D' PRECAST BASE. et INTEGRAL RISERt- ONLY) 0.1s SCI. ILL, /FT. %N EACH DIRECTLo4.) FOR 4.6` DIAL. 0.14 50.1N./ PT. DI PICT »1 FOR_ 54" DIA . 0.24 SC. 114./FT IN EACH D12ECTICN FOR. -?7." DIA. . r.9 SG IN. fir I1,1 EACH DitzEC'Tk7N FOR 9G" DIA. SEE THE WSDUT /APWA STANDARD SPECIFICATIONS SECTION 7 -OS.3 FOR JOINT REQUIREMENTS. (see WSDOT /APwAs STANDARD PLANS B- It et B -14.) NO DESCRIPTION REVISIONS I/7/88 OK (LATE At t MEASUREMENTS MUST .BE CHECKED 014 rHE JOB 9Y THI CONTRACTOR At t PRINTS AND SPECIFICATIONS ARE THE PEOPERTY OF THE OWNER ANC/ MUST SE RI- TURNED UPON COMPLETION OF THE WORK 3 I!2' MIN. COMP. DEPTH CLASS 'a' ASPHALT CONC. PAVEMENT 4- Mitt COMP. DEPTH 'i18' MINUS CRUSHED ROCK - 8' IMPORTED PITRUN RUN SAND AND GRAVEL OR 2" MINUS CRUSHED ROCK HEAVY-DUTY . REICH` PAVING SECTION 'S bar '3 bar h Frame and prate SEE SEL. 7.07 KCRS AND APPLICABLE L)RAWINC1S KCRS. op for 6' for 12• a , 6' or I2• Riser Section 6' Reduclnp Section • Precast Base Section Measurement of th! WO) of the Dose '3 Dar each corner '3 bor each side •3 bar each woy CATCH BASIN TYPE I 'rl @.115.74 ..,,,.•p.5101.},.1'e,.-a.'WO le L400A'! 117'1%, Y36.Rf x`+e4V60,11 T,`•�r stw+. t' w_;.r 4YV: 7iw.+ z:. y„ ypapFlNivt ,'A�•1.�y,'.R'h'WL't7rV'a ^.�Ca� `A.'7�'k''.+A Y, `1. ap4j."1• 7- HtWAN.W.R:.iF.Y*T•st•c -.: lflAmt.,• Y1V'+.f!0•407-NA•: ( IRMA NOTES: 1. CATCH BAS/NS T'o HE CONSTRUCTED IN ACCOHD.1HL'E WITH ASTN C474 A ASTM 0890 UNLESS OTHERWISE SHOWN ON 'PLANS OR NOTED IN TItE STANDARD S!'ECIFICAt10NS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR. MELDED WIRE FABRIC HAVING A MINIMUM, AREA OF 0.12 SQUARE INCHES PER'POOT MAY BE USED. MELDED WIRE FABRIC SHALL COMPLY TO ASTM A1i47. 3.'ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE . CLASS A. 4.- PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. ALL PIPE SHALL 9E INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED YUT BE GROUTED IF WALL 1S LEFT INTACT. S. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER 0IA.'1£TER PLUS CATCH BASIN WALL TMICKNESS. B. KNOCKOUTS MAY BE ON ALL 4 SIDES. KNOCKOUTS RAY BE EITHER 28 INCH DIAMETER ROUND OR 'D' SHAPE. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F -6210. MATINS SURFACES SHALL BE FINISHED TO ASSURE NON- POCKttit`. PST WITH ANY COVER P*SSTSON. • S. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /4' /FT. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. (see wSQor /APw,>s STA.NDARD PLAN Ma) °B.C.E. JOB NO. 231 13arghausen Consulting Engineers Inc Land Planning, Survey & Engineering Serialists 1625 So. 110th St. W1.102.0114 Wash 1e492. 2011 172-1522 rim cc CO egz a" °°� rJrlaa < u frr C1.1 0 .L C3 0 40C z 0 wal z e arriott corporation INTERNATIONAL MEADOUAR'ERS AMARRIOTT DRIVE WASHINGTON, DC. 20056 SHEET C TITLE TE AND DETAILS JOB t40. C870 ISSUED SCALE DWG NO. -5 +.a • IIItIIl'I'I' 111!1 1' 1' i' 1' 1' 1' 1' 1' 1' 1' 1' II1I1'1'11111111111111111'1'1I1' 0 M. t)t5 INC.. 1 11111111111111111 11111111111 1111 111 111 i1i1111111111111111111111111111111l1l1I1111111111111I1 1111111111 1 7 8 10 11 IIALFIN6FpN, NA 12 "a. B E 1 • •,;•`-.• '.!•,'•••• ,• ,..,....g'.-., i . ,., ;,,, . ,,,„,;,,,.... .,:‘,... , -„.„ .„-• ., ,, , ,'...,s •,. ,.., - , „,',..',,'''', ',e. ...:' ,' : .,,,, .:,'," '.'',., ''. ".. . ,.... -:-. , ,. ■ ‘ .,.. ,--. ' , , a, ;,." ": ! II I r 11111111101101=411111119111MIE 111111111111N i.'. reassamsommumakeigesumemalsolsissioran as . .&t VIIIIINIIIIWINA 3 „ • r • , : -..',..c..■477%,A 7 13 9 11,0 111:011110111111AMINCanair 4 • Andover Park West N 01°4728" E 20.88' 40•1111.111■10■40.-3111.1•11, N 01°0505" E 609.15' YINIMINIMINIM11411111111YMIli ei• • ,,/' t • c_ LAWN Guestroom Wing 7— 1. Indoor Pool & Spa d ALL MEASUREMENTS MUST BE CHECKED ON THE JOB BY THE CONTRACTOR ALL PRINTS AND SPECIFICATIONS ARE THE PROPERTY. OF THE OWNER AND MUST BE RETURNED UPON COMPLETION OF THE WORK ‘N. Guestroom Wing –.01•Two- 9 LEGEND 5' POWER LINE CLEARANCE POWER LINE EASEMENT LIMIT POWER LINE • EVERGREEN TREE LARGE SHRUB (6FT.+) SMALL TO MEDIUM SHRUB (2FT. TO 6FT.) TALL HEDGE SCREEN GROUNDCOVER 17' RAILROAD EASEMENT VEGETATION CLEARANCE DECIDUOUS TREE FRA5ere-- 9r-(5 go Pgo7Cevt t4" OS iota e 131e..1 061to AY. (Of /88 1,4031 F ArioNs m pR_otteb. Atc*** 3/1 /638 st JI 136.(6' SWITCH STAND //7,- 23•5' RAILROAD EASEMENT R = 410.28' LS =12°1016" L = 87.15' = S 07°5236" W 86.99' 400•111g111. le B. M 4). ite0* • • 0 !Pr ir0e • -.90 • IN, •• 26 • E.01).•t. -0* • •........ INTERNATIONAL HEADOUARTERS MARRIOTT DRIVE WASHINGTON, D.C. 20058 • ,••••• ••• a ,r • 11" c\\- . • gt14 ( JOB # 2310 D AWN Ham 0' 10' 20' 30' 40' 50' "100' 150' , aa rghaurk-wf Consultin, Land Plarming, Sur 18213 72nd Ave South .N1J CNA.4,2•11 SCALE 1" = 20' ISSUED SC DWG 408 NO 870 Lem 1 .1 •11 • - ,•• 1....7,00 WKW771,61erit=tteteraa141:414-. 07WYWA "AA., A • rum, „ %.„ „ , -; or A. „ANA !.740( AelanrS1102; 'WAWA:ter SAK.107.0 • 00.- . ••••• 7, I r 1.# " • •• k ...,,,,,,-yrr.,w.,",::r47X1.1•mmr,t1M•2100101RWMI•OPPAKIC•••••••, 7 VA 0 71. • ....1010..W.7571,!•WMAW .4+749t."$•/"IfRAA0005111.?•3410rwrAtri.....1.W7,10‘..V.471Z%%1V-1.144011067P44".!."1.4.1,07.151;1%447.1i'Olt:.:.'74.?'„rici.. . , • • 111111111111111/1111111111111111111111111111111111111111111111111111'11 11111 ilitl1111111111/1111111 11111 IIIIIIIIII11111111111111111111111111111111111111111111111111111111111 10 11 PAANIP16"461“ 12 0 1611151/101 1 2 •,••••• • " " ' ' X 41 - •