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HomeMy WebLinkAboutBUILDING PLAN PHASE # 2P|8DDi0�/�Dev9]0pD1eOtai\p[YiceyD%pa[(OleVt Building &CodeReKo|at�VrsDivisioc i }8l7'084} Missionar-y Flights- Dormitory Building Note tmContractor: Please see project notes below. �I������ m"��=`�� BY St Lucia County 1. Deferred Submittals which are pendinQ_ a. Truss Drawings- Reviewed & Approved by Design Professional. Due before inspection 140Construction Rough Framing. b. Fire Protection Plans, including Sprinklers. Due before inspe/:ti0m140Construction Rough Framing. FILE COPY New RV Park for: Missionary Flights International PHASE 2 Hammond Road &Steel Blvd. Fort Pierce, Florida 34946 CLAREN ARCHITECTURE + DESIGN ARCHITECT: Claren Architecture +Design, Inc. SITE I nrATIOK1 6400 Congress Ave, Suite 2150 Boca Raton, Florida 33487 Tel.: 561-961-4884 MEP ENGINEER: Jones & Conde, LLC 4440 PGA Boulevard, Suite 600 Palm Beach Gardens, Florida 33410 Phone: 561-309-9017 STRUCTURAL ENGINEER: Wieder Engineering 11718 S. Federal Hwy, #373 Hobe Sound, FI. 33455 Phone:772-546-5823 Fax- 779-.or,-'14'17 1116I1faftITI 11: G NOT TO SCALE SCANNED BY St Lucie County ST. LVCIE COVNTV RIRY, DISTRICT FIRE MAa SJUALS OFFICE REVIEWED AND APP'.RO REVIEWED BY: DATE: (��lGE�,lEO f1.5iENERS GE P.iIAGHMENn ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THEcE PL 'V!S AND ALL PROPOSED WORK ARE: SUBJECT TO ANY CORREC T iChIS 'PECUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDIR TO COMIPLY WITH ALL APPLICABLE COGE3. WME ST. LUCIE COUNTY PLAN REVIEW l8lti �V 2 BLDG: DATE: PLUMB: DATE: MECH: DATE: i 6' ARCHITECTURAL DRAWING SYMBOLS LEGEND VERTICAL ELEVATION DATA WINDOW TYPE LOUVER TYPE DOOR NUMBER WALLTYPE EQUIPMENT TYPE ROOM NUMBER ELEVATION MARK 01 DETAIL REFERENCE REVISION ITEM AND NUMBER BUILDING SECTION DETAIL DETAIL I DRAWING TITLE SCALE:1/2" =1'.0" NORTH ARROW @ AT AC AIRCONDITIONING ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AFP ACCORDION FOLDING PARTITION AGG AGGREGATE ALT ALTERNATIVE ALUM. ALUMINUM AP ACCESSPANEL APPROX APPROXIMATE AR ACID RESISTANT ARCH ARCHITECT(URAL) ASPH ASPHALT AV AUDIO.VISUAL AWG AMERICAN WIRE GAUGE AWF ACOUSTICAL WALL TREATMENT L ANGLE & AND BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BENCH MARKIBEAM BOS BOTTOM OF STEEL BOT BOTTOM BRG BEARING BRK BRICK BUR BUILT.UP ROOF CAB CABINET CAR CARPET CAT CATALOG CB CHALKBOARD/CATCH BASIN CFM CUBIC FEET PER MINUTE CH CABINET HEATER CI CAST IRON CJ CONTROL JOINT CL CENTERLINE CLR CLEAR CLG CEILING CMP CORRUGATED METAL PIPE CMT CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN COMP COMPACTED CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS/CONTINUE CONTR CONTRACTOR CORR CORRUGATED CT CERAMIC TILE C TO C CENTER TO CENTER CSK COUNTER SINK CUFTICF CUBIC FEET CUINICI CUBICINCH CUYD/CY CUBIC YARD CW COLD WATER CWF CEMENTITIOUS WOOD FIBER d PENNY (NAILS, ETC.) D DEPTHIDEEP 0 DEGREE ARCHITECTURAL AND STRUCTURAL ABB ABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW. REFER TO CSI DATED NOVEMBER 1986 FOR ANY ABBREVIATION USED ON THE DRAWINGS BUT ARE � TIONS F TD 2.4 BELOW. ARCHITECTURAL MATERIAL SYMBOL LEGEND EARTH CONCRETE ® NEW CMU WALL OR INFILL NEWSTUDWALL CONCRETE MASONRY UNIT (CORED, IN SECTION) BRICK FINISH I— ACOUSTIC TILE CEILING DC DISPLAY CASE ID INSIDE DIAMETER PSF PO ADS PER SQUARE FOOT DEPT DEPARTMENT INP INCH PSI PO JNDS PER SQUARE INCH DET DETAIL INCL INCLUDE(D),(ING) PSS PEI ICIL SHARPENER SUPPORT OF DRINKING FOUNTAIN INFO INFORMATION PVC PO YVINYLCHLORIDE DIA10 DIAMETER INSUL INSULATION/INSULATE PVMT PA EMENT DIM DIMENSION INTR INTERIOR DIV DIVISION INV INVERT QT QU kRRYTILE DL DEAD LOAD JS JOIST SUBSTITUTE DWG DRAWING JST JOIST R RISER DS DOWNSPOUT JT JOINT RA RE URN AIR RADIR RADIUS EWC DRINKING WATER COOLER KIT KITCHEN RB RE ILIENT BASE E EAST RCP RE FORCED CONCRETE PIPE EA EACH L LENGTH RD RO F DRAIN EF EACH FACE LAM LAMINATE(D) REF REFERENCE EJ EXPANSION JOINT LAV LAVATORY REFR REFRIGERATOR EL ELEVATION LBI# POUND REINF RE NFORCING ELEC ELECTRIC(AL) LK LOCKER REUD RE UIRED ELEV ELEVATOR LL LIVE LOAD REV RE IISION(S) ENGR ENGINEER LLH LONG LEG HORIZONTAL RM ROW EP ELECTRICAL PANELBOARD LLV LONG LEG VERTICAL RO RO JGH OPENING EQ EQUAL LVR LOWER ROW RIC HT.OF.WAY EQUIP EQUIPMENT LW LONG WAY EW EACH WAY S SOJTH EIFS M METER/THOUSAND SA SL PLYAIR EFS EXTERIOR FINISH SYSTEM MAS MASONRY SAN SA IITARY EXH EXHAUST MAT MATERIAL SCHED SC EDULE EXIST EXISTING MAX MAXIMUM SO STORM DRAIN/SMOKE DETECTOR EXP EXPANSION MCP MASTER CONTROL POINT SECT SE TION EXT EXTERIOR MB MARKER BOARD SEW SE VER EXTN EXTENSION MECH MECHANICAL SGFT ST tUCTURAL GLAZED FACING TILE MEZZ MEZZANINE SHT SH ET EIFS EXTERIOR INSULATION AND FINISH SYSTEM MFR MANUFACTURER SIM SIA ILAR FD FLOOR DRAIN MH MANHOLE SP SP CE FHC FIRE HOSE CABINET MIN MINIMUM SPEC(S) SP CIFICATION(S) FIN FINISH MISC MISCELLANEOUS SPKR SPI -AKER FIN FL FINISH FLOOR MM MILLIMETER SQ SQ ARE FLR FLOOR MO MASONRY OPENING SO FTISF SO ARE FEET FDN FOUNDATION MTL METAL SO IN/SI SO ARE INCHES FSR FLEXIBLE SHEET ROOFING SO YDISY SQ ARE YARDS FSSK FLOOR SERVICE SINK N NORTH SST ST kINLESS STEEL FTV FEET NIC NOT IN CONTRACT ST ST RM/STREET FTG FOOTING NOX NUMBER STD ST NDARD FE FIRE EXTINGUISHER NOM NOMINAL STL ST EL FEC FIRE EXTINGUISHER CABINET NTS NOT TO SCALE STRUCT ST UCTURAL SUSP SU PENDED GA GAUGE OC ON CENTER SW SHAT WAY/SIDEWALK GALV GALVANIZE(D) OD OUTSIDE DIAMETER SYMM SY METRY(ICAL) GB GRAB BAR OPNG OPENING SYNTH SY 4THETIC GL GLASS OPP OPPOSITE GWB GYPSUM WALLBOARD OPP HD OPPOSITE HAND T TR D GWB B GYPSUM WALLBOARD BULKHEAD O TO 0 OUT TO OUT T&B TO AND BOTTOM OW OPERABLE WALL T&G TO GUE AND GROOVE H HEIGHT/HIGH OZ OUNCE TA TO JETACCESSORY(IES) HB HOSE BIBB TB TAi KBOARD HOWE HARDWARE PA PUBLIC ADDRESS TC TO OFCURB HM HOLLOW METAL PERF PERFORATED TEL TE -PHONE HORIZ HORIZONTAL PL PLATE/PROPERTY LINE TER TE RAllO HPT HIGH POINT PLAS PLASTER TOC TO OF CONCRETE HS HIGH STRENGTH PLAS LAM PLASTIC LAMINATE TOF TO OF FOOTING HTG HEATING PLBG PLUMBING TOM TO OF MASONRY HVAC HEATING I VENTILATING /AIR CONDITIONING PLYWD PLYWOOD TOS TO OF STEEL HW HOT WATER PREFAB PREFABRICATED TV TE EVISION HWY HIGHWAY PS PROJECTION SCREEN TYP TY ICAL TWS TA KABLE WALL SURFACE —X—X— WIRE FENCE OR PARTITION METAL ROOF DECK REINFORCING BARS METAL (IN SECTION) %g BATT INSULATION r*Ft*w±*w±*w±4wffi ��� CORE -FILL INSULATION UON UNLESS OTHERWISE NOTED UV UNIT VENTILATOR UR URINAL VCT VINYL COMPOSITION TILE VCGWB VINYL COVERED GYPSUM WALLBOARD VERT VERTICAL VIF VERIFY IN FIELD VIT VITREOUS VOL VOLUME VR VAPOR RETARDER VRB VENTED RESILIENT BASE VS VENTSTACK VT VINYLTILE W WEST/WIDENVIDTH W/ WITH W/0 WITHOUT WA WARDROBE ACCESSORIES WB WOOD BASE WC WATER CLOSET I WIND COLUMN WD WOOD WH WATER HEATER WP WORKING POINT WSSK WALL SERVICE SINK WWF WELDED WIRE FABRIC YD YARDIYARD DRAIN PLYWOOD GENERAL NOTES: A. CODES & STANDARDS: FLORIDA PROJECTS SHALL COMPLY WITH APPLICABLE LAWS, CODES, STANDARDS & REGULATIONS OF GOVERNING BODIES HAVING JURISDICTION OVER SUCH PROJECTS. THIS INCLUDES THE SITE AND ANY WORK TO THE SITE. THE WORK SHALL COMPLY W/ CURRENT EDITIONS AND ANY APPROVED REVISIONS OF THE FOLLOWING CODES & STANDARDS AND SPECIFIED IN THE PLANS & SPECIFICATIONS. 15LORIDA BUILDING CODE 6TH EDITION (2017) 2.6TH EDITION 2017 OF THE FLORIDA FIRE PREVENTION CODE BASED ON NFPA 101, LIFE SAFETY CODE, 2012 EDITION AND NFPA 1, UNIFORM FIRE CODE, 2012 EDITION. a. ALL LAWS, CODES, STANDARDS & REGULATIONS CITED OR INCORPORATED BY REFERENCE THROUGHOUT THE FLORIDA BUILDING CODE. 3. THE FLORIDA FIRE PREVENTION CODE, (CHAPTER 4A-60, FLORIDA ADMINISTRATION CODE). a. ALL LAWS, CODES, STANDARDS AND REGULATIONS CITED OR INCORPORATED BY REFERENCE IN THE FLORIDA FIRE PREVENTION CODE. 4. IF THERE SHOULD BE A CONFLICTING REQUIREMENTS BETWEEN ABOVE REFERENCED CODES, THEN THE FOLLOWING RULES SHALL APPLY: a. THE CODE THAT AFFORDS THE GREATEST DEGREE OF LIFE SAFETY SHALL TAKE PRECEDENT. 5. A PERMIT ISSUED BY THE BUILDING DEPARTMENT SHALL BE CONSTRUED AS PERMISSION TO PROCEED WITH CONSTRUCTION, AND NOT AS AN AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PREVISIONS OF ANY CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION, OR VIOLATION OF ANY CODE. B. CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER CONCERNING ANY PART OF THE CONTRACT DOCUMENTS WHICH MAY BE IN CONFLICT WITH THE ABOVE CODES AND REGULATIONS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL PREPARE PROPOSED CHANGES FOR REVIEW AND APPROVAL BY THE ARCHITECT / ENGINEER. BASE BIDS SHALL INCLUDE THE MORE STRINGENT OF THE CONFLICTING METHODS. SHEET NO. SHEET TITLE ARCHITECTURAL CS COVER SHEET T-1 SHEET INDEX, NOTES, LEGENDS & ABBREVIATIONS SP-1 ARCHITECTURAL SITE PLAN LS-1 LIFE SAFETY PLAN A-1 FLOOR PLAN, NOTES & LEGEND A-3.1 ELEVATIONS & LEGEND A-3.2 ELEVATIONS & LEGEND A-4 SECTIONS A-5 ENLARGED SECTIONS A-6 DOOR SCHEDULES & HARDWARE SPECIFICATIONS A-6.1 DOOR AND WINDOW DETAILS A-6.2 KITCHEN EQUIPMENT PLAN, SCHEDULES & FINISH SPECIFICATIONS A-7 CASEWORK ELEVATIONS & DETAILS A-8.1 ENLARGED RESTROOM PLAN, ELEVATIONS & LEGENDS A-8.2 ENLARGED RESTROOM PLAN, ELEVATIONS & LEGENDS A-8.3 DETAILS A-9 REFLECTED CEILING PLANS & DETAIL STRUCTURAL S-1 FOUNDATION PLANS S-2 ROOF FRAMING PLAN & SCHEDULE S-3 STRUCTURAL NOTES, DETAILS & SCHEDULES S-4 DETAILS & SECTIONS S-5 DETAILS & SECTIONS S-6 WIND LOAD CALCULATIONS MECHANICAL M-1 MECHANICAL FLOOR PLAN, LEGEND & NOTES M-2 MECHANICAL NOTES, DETAILS & SCHEDULES ELECTRICAL E-1 LIGHTING FLOOR PLAN, NOTES & LEGEND E-2 POWER FLOOR PLAN, EQUIPMENT PLAN -KITCHEN, PARTIAL PLAN -ELECTRIC ROOM & SCHEDULE E-3 PANEL SCHEDULES E-4 FIRE ALARM RISER DIAGRAM, ELEC. SERVICE RISER DIAGRAM & NOTES PLUMBING P-1 SANITARY & WATER PIPING FLOOR PLAN P-2 WATER ISOMETRIC DIAGRAMS & DETAIL P-3 SANITARY ISOMETRIC DIAGRAMS & NOTES U VJ LO r 'N N FW - rl- 00 W cy) NT CO LL 00 d N o Q cn Z 0 cfl U ~ rn N Q �� (c) # � Q Q L0 U 00 s— U m Q O O cu U Z _O Q CO i W T3 M () co v! W W = Q ® li JCL U QD z ��/ E LL 0 PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2.6-19 SHEET # T-1 COPYRIGHT 2018 a a a /�-- ----------— — \\ 4f DRY I RETENTION I AREA I I 28,824 I S.F. I I (0.662 I AC) I 12.7% I I ` i I I v L — — — — — — — ---------J I TE2 a a AREA OF WORK — �� 14 (PHASE 2) T (PHASE 3) (PHASE 3) w �000TTAGE COTTAGE .E. 20 2^ COTTAGE SITE 8 SITE � SITE 4 �I❑ 1 Tr�10 SITE9 SIT 8 SIZ7 �51%6 ---------- -------1------------ I STEEL BLVD. 7 - (PHASE 3) COTTAGE AREA OF WORK (PHASE 3) (PHASE 3) COTTAGE COTTAGE SITE 2 SITE 1 ' a \ RV V SIT( 5 �SIT� 4 SIT 3 �ITt'2 SITE 1 -- ---- ----------------------- I N 01 OVERALL SITE PLAN (FOR REFERENCE ONLY. REFER TO SITE PLAN BY EDC FOR ADDITIONAL INFORMATION.) SCALE:1"=50'-0" NOTE: ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY. SITE WORK UNDER PHASE-1 PERMIT DRAWINGS. �. (PHASE 2) �.0 POOU PROPOSED DORMITORY Bl DECK/ F3 F.F.E. 21.00 NAVD f a OT SU WE 3 B ❑ U I o � a0 M D M + U) LLJ M CO 00 Q LL 00 -q' O - U � U) Q CO Z Lo U 00 i G� o CZ— 0 I. ro U II J z O F- z > � ct co z (6 (n W 06 L a t-- cn 0 0 oLL _ N>�/ r_� ?� J n- -0 1- LL c: z 0 CL N� Q m LL O G ........... N D. C R •, :. {AR9525 A � •ZO 1 : C.7 I •,� PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE PLAN REVIEW COMMENT 26.19 SHEET # Sp-1 COPYRIGHT 2018 48" HIGH PERIMETER SAFETY FENCE BY OTHERS DNIA]a ON -NT 0 '1� I 'INIAIa UN o POOL BY OTHERS (FINAL DESIGN TO BE DETERMINED) 0 0 5 FT. 0 !N. NO O'VNG 5 FT. 0 IN, DORMITORY BUILDING j 119B EGRESS'I CLOSE 0 1 1 WNDOW Q W I - p 1 120 I, 003 r e ---J -- WOMEN'S COVERED BUNK ENTRY 1 I 11 1 12 OCC LAUNDRY I—I1 I I I I U 1 I I I I I 11 I I I I D I D 1 I I I I I I 118 DISTANCE = 93'-17" RRTRAVEL 04 1 SD m n IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIOIIINIIIInI 121 f23 VESTIBULE m . LAVATORY RATED WALL ABOVE CORRIDOR WITH 20 MIN. RATED ACCESS PANEL D 101 CORRIDOR I LAVATORY 'III �� a �• � ►� — �Am �� ��, III�� � � vas ►/ �. _ �� ►/ YIl1►, ��� c ' ___ • `nnnnmm�n:n uc� e I —Alm EGR NO TRAVEL DISTAFL _,"�Imnnuumunnnnnmmuunml_= imnnnnmmnnnumunomunnnnnnnmm�nnnnnnnnnnnnnnnnnnnomnnmm�nnnmm�mnnnnnm II - - _= 002 - -VERED �_ENTRY Tll 883 SF/OCC�FE BELOW ee �OII N LIFE SAFETY PLAN SCALE:1/8" =1'-0" 824 SF = 3 OCC 300 SF/OCC TRAVEL DISTANCE = 44'-2" 101 GARAGE DRIVEWAY 02 ACCESSORY GARAGE v 100 WORKROOM FE 001 COVERED ENTRY N LIFE SAFETY PLAN SCALE:1/4" = V-0" JALKWAY TC DRIVEWAY 80) WALKWAY PARKING SPACES (SEE SP-1) T11 0 004 COVERED ENTRY ------------- ---- -----� .KP %4.. R 3 C Jl/ 20 SF/OCC II 0 1 I " I 125 U ° 12 0 PANTRY TCH ' co LLI > J Q EC 2D I I 10.0"A.F.F"A.F.F. RAY TEp L!p. 100 zo 20 20 1 1 m W i MEETING ROOM o C) 103 102 EL CT CL. JAN. � I I I 100A 1.617 SF =108 Occ 1 104 STORAGE, 15 SF/OCC GAME ROOM 302 SF = 21 OCC I I U I I -- 15 SF/OCC L) I l)7 ` ---- 12. -- ------------- s%(3eo)� n I I _row VANDAL RESISTANT ALUMINUM SELF -LUMINOUS EXIT BY ISOLITE, MODEL 2040.95-S-20-WM-R-WH 001 COVERED ENTRY 03 LOW EXIT SIGN DETAIL SCALE:1/4" = l'-0" 04 OCCUPANCY TYPE DESIGNATION SCALE: Ill 6" = l'-0" DORMITORY UILDING CODE INFORMATION SE ON ORIDA BUILDING CODE 6TH EDITION (2017) CLASSIFICATION OF WORK: NEW CONSTRUCTION CONSTRUCTION TYPE: TYPE VB, SPRINKLERED AREA: DORMITORY BUILDING: 6,587 SF OCCUPANCY CLASSIFICATION: MIXED USE GROUP A -2, ASSEMBLY GROUP _ , RESIDENTIAL 1 GROU R-3, RESIDENTIAL TOTAL OCCUPANT LOAD =133 OCC (REFER TO LIFE SAFETY PLAN) EXIT REQUIREMENTS: 1 DEAD END LIMIT -MAXIMUM CONDITION A-2 =20 FEET R-1 = 50 FEET R-3 = 20 FEET TRAVEL DISTANCE TO EXIT- MAX. CONDITION ALLOWED A-2, R-i & R-3 = 250 FEET FIRE SPRINKLERS: FIRE SPRINKLER SYSTEM UNDER A SEPARATE PERMIT AS REQUIRED. SYSTEMS SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER AND SHALL COMPLY WITH NFPA 13. ACCESSORY GARAGE BUILDING CODE INFO BASED ON FLORIDA BUILDING CODE 6TH EDITION (2017) CLASSIFICATION OF WORK: NEW CONSTRUCTION CONSTRUCTION TYPE: TYPE VB, NOWSPRINKLERED TOTAL AREA:82CSF 1 OCCUPANCY CLASSIFICATION: GROUP U, UTILITY TOTAL OCCUPANT LOAD = 3 OCC (REFER TO LIFE SAFETY PLAN) EXIT REQUIREMENTS: DEAD END LIMIT- MAXIMUM CONDITION 20 FEET TRAVEL DISTANCE TO EXIT- MAX. CONDITION ALLOWED 300 FEET LIFE SAFETY NOTES OC�CIJP�JCY TYPE SHALL BE MIXED -USE OR ITO Y G 1 1 UILDING ,GROUP "U"FOR ACCESSORY ARA 2. FIRE STOPPING AND DRAFT STOPPING SHALL BE PROVIDED AT ANY CONCEALED SPACE IN WHICH EXPOSED MATERIAL HAS A FLAME - SPREAD RATING LESS THAN CLASS -A. 3. FIRE RATED WALL ASSEMBLIES SHALL EXTEND FULLY FROM THE FLOOR TO THE STRUCTURE & DECK ABOVE. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE PROTECTED PER NFPA 101, BY FIRE DAMPERS, SLEEVES OR FIRE CAULKING BY A U.L. APPROVED METHOD. 4. PROVIDE UL RATED ASSEMBLIES AT ALL PIPE, DUCTWORK, STRUCTURAL STEEL AND METAL JOIST PENETRATION OF FIRE -RATED WALLS. 5. BUILDING EXIT DOORS REQUIRED BY CODE SHALL SWING IN THE DIRECTION OF EGRESS UNLESS THE OCCUPANT LOAD IS LESS THAN 50. REQUIREMENTS 6. ALL CORRIDORS AND NORMALLY OCCUPIED ROOMS SHALL BE EQUIPPED WITH EMERGENCY LIGHTING. 7. FIRE EXTINGUISHERS SHALL BE PLACED AT INTERVALS NOT EXCEEDING A TRAVEL DISTANCE OF 75'. LIFE SAFETY SYMBOLS LEGEND 1-HR FIRE RATED CEILING ASSEMBLY. ALL OPENINGS AND PENETRATIONS SHALL BE PROTECTED TO IA�I IT�JII .THE I T I F E FI A DESIGN *RC 2602 OR APPROVED 1 QUA ONE HOUR FIRE RATED WALL. ALL OPENINGS AND PENETRATIONS SHALL BE PROTECTED TO MAINTAIN THE INTEGRITY OF THE FIRE RATING. REFER TO WALL TYPES FOR UL NUMBERS � z TRAVEL DISTANCE —� PRIMARY MEANS OF EGRESS FIRE EXTINGUISHER CABINET FEC f O FE WALL MOUNTED FIRE EXTINGUISHER �O FE-K WALL MOUNTED FIRE EXTINGUISHER, TYPE K F-- OCCUPANT LOAD XX (XXX) OPENING EGRESS CAPACITY EMERGENCY LIGHT SA SMOKE ALARM SD SMOKE DETECTOR FIRE ALARM AUDIONISUAL DEVICE FIRE ALARM VISUAL DEVICE ®� EXIT SIGN AND ADDITIONAL LOW LEVEL EXIT SIGN SHALL BE PROVIDED AS REQUIRED PER F 10 2 F G UP -1 L LOW LEVEL EXIT SIGN SHALL BE PROVIDED A REQUIRED PER FBC 1013.2 FOR GROUP R-1. R FER TO DETAIL 03/LS-1 20 20-MIN FIRE RATING NOTES: 1. PROVIDE STENCILING ON WALLS ABOVE CEILING FOR PROTECTED WALLS STATING'1 HR FIRE OR SMOKE PARTTION, PROTECT ALL OPENINGS (TYPICAL FOR ALL RATED PARTITIONS) 2. ALL PENETRATIONS OF RATED WALLS, WALL EXTENSIONS, FLOOR AND ROOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH A UL SYSTEM. ALTERNATE OR ADDITIONAL PENETRATION PROTECTION U O Ln W 1— 00 Iq L0 LU C-) 00 LJL 00 N O Q CD Z 0 +� � CD Q ��� Q c� Q U 00 Q O O U Q _0 >N z 0/ m cy) LLI O F_ Z/ N (� � VJ � � vL 0— I`__V r^ J 0 = Q O LL (D=Q� J C i L 2 Z O E a N� LL _m 0 �c/)r^ vJ I �P 9 AN D. �•Q PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2.6-19 SHEET # LS-1 COPYRIGHT 2018 PERMIMETER SAFETY FENCE & GATE MIN. 48" HT. BY OTHERS UNDER SEPARATE PERMIT DECK BY OTHERS UNDER 10'-0" iao31 003 COVERED ENTRY 02 1 2 1 R t►�Y.'�c ill .�%N III LIAm- 9 o 0 0 in 03 A-3.1 CONDENSING UNIT ON CONCRETE PAD, TYP. (REFER TO MECHANICAL) Q Ti 4r4" 15-1 Ti 1U'_0" 2-1 f�\ 119E LOSET 3 O N �11111111111 1111111111111111ilill 122 nsa wH Wp m - - • WOMEN'S 06 11 1 i RESTROOM J j Aa 119 W2 Im I • W2 CL T 1i� ---'� -- ---icq _.— D 120 • 05 al WOMEN'S • 2 A-7I ID IW2 BUNK 127'-8" 24'-10" 119---,----- 123 125 WA _J m • wz 121 w LAUNDRY • LAVATORY 1 PANTRY VESTIBULE 10'_6r, 1 22'-6„ 1 1 W216 . 12'-0" _ I26 W 119 1 120 121 ( • • 11 11 Y g N O Vi 9'-8" 1.4. 9'-10" 1'-4' v 004 COVERED ENTRY �1rr 0 Ti 9,_0" 6r13'_10rr °4 tro 1N 3 2 • TV W3 9 � v � W2O • I 1 ih • I � w3 • I • I • 33 -4 O "� • W2 1 I � �� I 1 1 1 1 wt ♦ zz zz_ FEC zi )k1..... ...... ... .......i'��N —. .........A �������... .�� I 113A LOSET 3'-9" 3-A" Cl T_2„ W2 117 OFFICE fl7 114 N 2 CLOSET 3 WH 116 THRO W2 31 • r 11'1115 CLOSET 1fa 11'-6" WALL ABOVE W/20 MIN. / 11 W1C 3 01/A-6.2 W3 1 ATED ACCESS PANEL—.✓ � 1 100 CORRIDOR 4 KIT 1 i __ - W21 3 \' 1 1205 105 W1 ; VESTIBULE -------109 ,I 02/A-8.1 MEN'S Ir------ BUNK i 110 -------J ------ w2 2 108 ORRIDOR • MEN'S i RESTROOM -------• W1 • 5'1 17'1 • 1 106 • • 107 - MEWS 740 m Y SHOWER 1 3'-22 rrTi ♦��.............. 03 Ve 3 O 07/A-8.1 ' A7 = REAT DOO REF 3' T 1" z' 3' 4° 30' 8" q j w B q m 002 o O " COVERED 3 A F SINKRY v oz E BELOW A-3.1 5' WIDE CONC. M OTi7'-2" SIDEWALK 26'-0" N 1 ROPOSED FLOOR PLAN DORMITORY BUILDING SCALE: 1/8" = Vi 36'1 a v R0 UTILITY SINK (REFER TO PLUMBING) 2'1 N o CD 01 W2 A-7 � 02 J qa A-7 F- U 100 W3 w O 9 H 71'I/T 100 N WORKROOM A 3.2 03 -4 W2 101 O GARAGE 4 D M M (1( 121 Q 0 27r_4" 36'1 02 PROPOSED ACCESSORY GARAGE 104 1Ra(102Tor b co 1 1 1 CLOSET MEETING ROOM 7'-10" 0 1 101E 6' 4" CID103 11 W2 ELECT. CL. Y"2 Wz JAN.10.41 1 ✓ O� •� • UTILITY SINK IS EFER 10/A-1.1 • O j TO PLUMBING) _ �9QA_-mil 09/A-1.1 TYP. y STORAGE loan m 1 -ROOM- 2 _ RN1B 104 • GAME ROOM IT wz li -- W2A i w3 • • 15_Or-4"__-i 331 i in oon -- • W3 c �• A 3 O W O O 61$" 17r1 Si 5'2" 6'-0" 51_2" 3-1 5-1 m - a 001 � COVERED ENTRY 0 34'-8" 101'4" o 0 0 FE R 100 1 3- r 2'-4" 001 COVERED ENTRY o 2-1 8,r Sr_Srr N FLOOR PLAN SCALE: 1 /4" = V-0" W3 0 y 9 Go T&x 031A-4 0 co 0 iV PLUMBING FIXTURE CALCULATIONS PER FBC 6TH EDITION (20q - PLUMBING TABLE 403.1 OCCUPANTS WATER CLOSETS LAVATORIES SHOWER DRINKING FOUNTAIN OTHER ASSEMBLYA2:137 RATIO REQ'D. RATIO REQ'D. RATIO REDD. RATIO REDD. REUD. MEN: 64 1:75 0.85 1:200 0.32 - - 1:500 1 1 SERVICE SINK WOMEN: 64 1:75 0.85 1:200 0.32 - - RESIDENTIAL R-1 MEN: 14 1:10 1.4 1:10 1.4 1:8 1.76 1:100 1 1 SERVICE SINK WOMEN: 12 1:10 1.2 1:10 1.2 1:8 1.5 TOTAL REQUIRED 4.3 3.24 3.25 2 1 TOTAL PROVIDED 7 10 RESIDENTIAL R-3 TOTAL: 5 1 PER DWELLING UNIT 1 1 PER DWELLING UNIT 2 1 PER DWELLING UNIT 1 - - 1 KITCHEN SINK PER DWELLING UNIT;1 AUTO-MATIC CLOTHES WASHER CONNECTION PER DWELLING UNIT CD Lt7 N W 00 0 M (n co L- = N O Q Z O � �s U � W<C� Q D 0� co Q C7 Q Lo OU 1e m Q o O � ry� (10 Q _0 > Z L W I— CY) z^/ � (� P) V LU 7_ . L I- (� -a O < ® 1.�..� PTAn a) LL Z O E L Q In ui T- _z C/) c G PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2.6.1( SHEET# A-1 COPYRIGHT 201E GRAB Bi SHOWER HE SHOWER CURTAIN RI 2" MARBLE THRESHOLD, T NOTE: PROVIDE SHOWE ROD & CURTAINE FLOOR DR SHOWER CURL C.T. W/ EPDXY GRC OVER 5/8" CEMENTITIO BACKER BOARD, T GRAB B SHOWER DETAILS l'LCNR 2" MARBLE THRESHOLD CMU WALL TILE WI GROUT OVER 518" CEMENTITIOUS RUN SHOWER PAN LINER UP BACKER BOARD SEE PLAN 4" & BELOW THE THRESHOLD z 114" SLOPE DRY -PACK MORTAR AND FLOOR FINISH MIN. SLOPE FLOOR DRAIN TILE 1/4" TO DRAIN a G <.74, 1, \\\\\\ \ i\\\ FLOOR TILE MUD B D A d e \\ 20 MIL SHOWER PAN TO CONC. SLAB (REFEI t TO DRAIN @ y" PER FOOT MIN. STRUCTURAL PLANS) \\\\\\\\�\ /�\\ 20 MIL SHOWER PAN 10 MIL VAPOR BARF IER (RUN 8" UP @ALL WALLS) OVER TREATED & V ELL COMPACTED SUBG DE SHOWER DETAILS �— TILE W/ GROUT OVER 518" CEMENTITIOUS BACKER BOARD, REFER TO WALL TYPES 1/2" CEMENTICIOUS BACKER SEE PLAN BOARD, TYP. 20 MIL SHOWER PAN SLOPE DRY -PACK (RUN 8" UP @ALL WALLS) MORTAR AND TILE 1/8" 20 MIL SHOWER PAN TO DRAIN TO DRAIN @ a"PER FOOT MIN. NEW FLOOR DRAIN FLOOR TILE ON THIN SET (SEE PLUMBING) \ (SEE FINISH SCHEDULE) 1/4" MIN. SLOPE 5 a� 9 - .•d a .. .a CONC. SLAB (REFER TO STURCT. PLANS) �F-SHOWER DETAILS a V FLOOR FINISH (SEE SCHEDULE) - 1/4" 0 X 6" LONG TAPCONS @ IT O.C. M START 3" \FROM EACH END (1 MIN. HEAD ROUTE WOOD 112" D.. T TO CONCEAL HEAD \ (2) 2X3 P.T. WOOD STUDS CUT TO LENGT \ RUN SHOWER PAN LINER UP AND OVER C JRB CONT.SEALANT 2q \ 4�' 3-5/8" METAL STUDS 77_I SEMI -RECESSED \ I F.E. CABINET �Jj�bF°�ZK WITH RECESSED DOOR HANDLE 518" GWB 5/8" GWB 5/8" GWB 5/8" GWB EACH SIDE NOTE: FIRE EXTINGUISHER CABINET SHALL BE LARSEN'S SS-2712-RK PAINTED WHITE WITH CLEAR ACRYLIC FULL DISPLAY PANEL. TYP. FIRE EXTINGUISHER DETAIL STEEL STUD STEELSTUDS 16 GAUGE GALV. METAL STUDS, FASTEN TO STEEL STUDS W/4#10SHEET METALSCREWS SEE WALL TYPES \ S.S. GRAB BARS, SEE FLOOR PLAN FOR LOCATIONS, FASTEN TO ANCHOR PLATE 11 GRAB BAR SCALE DETAIL CORNER BEAD, TYP. 1 5/8" METAL STUDS 1 5/8" METAL STUDS 5/8" G.W.B. CMU WALL 12 DECORATIVE SCALE DETAIL COLUMN PROVIDE AT ALL CASEWORK AND GRAB BAR ATTACHMENT LINES 07 W3 - SCALE: 1/4"= 1'-0" ROOFIFLR. DECK SMOOTH STUCCO FINISH CMU WALL A = 3 5/8" MTL STUD FURRING @16" O.0 B = 6" MTL STUD FURRING @16" O.0 WALL TYPE 1" MINIMUM CLEARANCE FOR DEFLECTION STRUCTURE ABOVE METAL STUDS CEILING - REFER TO FINISH SCHEDULE 5/8" GWB ON EACH SIDE 08 METAL STUD SCALE: DETAIL DO NOT SECURE STUD TO CHANNEL SUPPORT CHANNEL NOTE FORALL SOFFITS & CL48 : STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS A. PROVIDE COMPONENTS COMPLYING WITH ASTM C 754 FOR MATERIALS AND SIZES UNLESS OTHERWISE INDICATED. 5/8" GWB FASTENED TO B. TIE WIRE AND HANGER WIRE: ASTM A641, CLASS 1 ZINC COATING, SOFTTEMPER OR OF A MATERIAL 1X2 WD FURRING AND SIZE HAVING SUPERIOR CORROSION RESISTANCE AND EQUIVALENT STRENGTH TO THE GALVANIZED STEEL WIRE SPECIFIED. 1. TIRE WIRE SHALL BE 18 GAUGE GALVANIZED ANNEALED WIRE. 2. HANGER WIRE SHALL BE 8 GAUGE GALVANIZED ANNEALED WIRE. RIGID INSULATION R-5 �— /D MIN. INDICATED ON THE DRAWINGS,, WEIGHING A MINIMUM OF 475 POUNDS PER THOUSAND LINEAL FEET.CHANNELS 1-1/2'DEEP AS PROTECTIVE COATING SHALL BE G40 HOT -DIP GALVANIZED COATING PER ASTM A525. D. STEEL RIGID FURRING CHANNELS: ASTM C645, HAT SHAPED, DEPTH OF 7/8", AND 0.0179INCH THICK, UNLESS OTHERWISE INDICATED. PROTECTIVE COATING SHALL BE G40 HOT -DIP GALVANIZED COATING PER ASTM A525. E. GRID SUSPENSION SYSTEM OF INTERIOR CEILINGS: ASTM C645, MANUFACTURER'S STANDARD DIRECT HUNG GRID SUSPENSION SYSTEM COMPOSED OF MAIN BEAMS AND CROSS FURRING MEMBERS THAT INTERLOCK TO FORM A MODULAR SUPPORTING NETWORK. WALL BASE EA. SIDE SEE FINISH SCHEDULE FINISHED FLOOR GENERAL NOTES: NOTE: USE MOISTURE RESISTANT GWB.IN WET AREAS AND CEMENTITIOUS BD. IN ALL & AREAS TO RECEIVE TILE 1. SEE FINISH SCHEDULE FOR ALL FINISHES ON FLOORS, WALLS & CEILINGS. 2. PROVIDE ABUSE RESISTANT GWBTO8'-TAFFINALL CORRIDORS. INSTALL MOISTURE RESISTANT GYPSUM WALLBOARD SUBSTRATE ON ALL WET AREAS AND CEMENTITIOUS BD. ON ALL WALLS TO RECEIVE CERAMIC TILE. USE CEMENTITIOUS BD, IN KITCHEN AREA 03 &ADJOINING SPACES IN KITCHEN AREA THAT RECEIVE TILE AS THE THE SUBSTRATE. 3. PROVIDE MANUAL WINDOW BLINDS ON ALL INTERIOR AND EXTERIOR WINDOWS. COORDINATE W/ OWNER SCALE: 4. INSTALL TILE ON THE WALLS BEHIND THE DRINKING FOUNTAIN LOCATIONS THE WIDTH OF THE DRINKING FOUNTAIN AREA. 1 /2"= l'-O" 5. SEE LIFE SAFETY PLANS FOR WALL FIRE RATINGS AND SMOKE PARTITIONS. & INSTALL CORNERGUARDS THRU OUT EACH BLDG ON ALL EXPOSED CORNERS. SEE SPECS. 06/A-1.1 � � I WALL TYPE NOTES: \� SEE PLAN AND WALL TYPES MINIMUM CLEARANCE FOR DEFLECTION 04 SCALE: 112" = 1'-0" 1 3/4" DEEP LEG CHANNEL -SECURED TO STRUCTURE ABOVE HORIZONTAL BRIDGING AS REQ'D TYPICAL AT WALL STUD WALLS WHICH EXTEND TO UNDERSIDE OF ROOF DECK 09 NON RATED SCALE: 1'-0' 1 1/2' T.O.W. TERMINATION DETAIL = NOTE: FIRE TRAK SYSTEM OR APPROVED EQUAL. �O t�C1�P��0 FqU FIRE RATED GYPSUM COMPOUND OR FIRE CAULK SCHLUTER TRIM AT ! BOTTOM OF CEILING TOP AND EXTERNAL CORNERS FIRE TRAK SHADOWLINE TILE, TYP. 17 4 1 f �" Lf '¢ 5/8" TYPE W G.W.B. METALSTUD SCHEDULED MOP SINK' HEAD DETAIL - UL HW-MG60 PARALLEL TO METAL DECK 1 HR. RATING -SEE 06/A1.1I FOR WALL PERP. TO DECK SEE 05-08/A1.11 FOR TOP OF WALL @ STEEL BEAMS OR JOIST 13 TYPICAL MOP SINK SCALE DETAIL 10 SMOKE & FIRE RATED SCALE: = 1'-0'T.O.W. TERMINATION DETAIL 1/4" 1. ALL METAL STUDS SHALL BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL METAL STUDS TO 16A" AFF. SHALL BE 20 GA. TYPE "DWS" 3. 6" 20 GA. TYPE "DWS" METAL STUDS TO 24'-0" AFF. DO NOT REQUIRE ADDITIONAL BRACING 4. ALL 6" 20 GA. TYPE "DWS" METAL STUD WALLS ABOVE 24'4WHICH ARE NOT ABUTTED BY A HARD CEILING ON ONE SIDE. SHALL BE BRACED AS PER STRUCTURAL DRAWING DETAILS. - SEE FINISH SCHEDULE FOR ALL FINISHES ON WALLS -FOR ALL FIRE RATED WALLS PROVIDE STENCILING ABOVE CLNG. TILES STATING FIRE AND SMOKE PARTITION -PROTECT ALL OPENINGS. -REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF RATED WALL ASSEMBLIES; CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NOTED RATINGS. WALL BOARD AND SURFACE FINISH MATERIAL SHALL EXTEND A MINIMUM OF 6" ABOVE NEAREST ADJACENT CEILING, UNLESS NOTED OTHERWISE. - ALL PENETRATIONS AND CONNECTIONS OF RATED PARTITIONS SHALL BE CAULKED WITH SEALANT. BOTTOM CHORD OFTRUSS RUN MTL. STUDS TO BOTTOM OF ROOF TRUSSES USE A UL. APPROVED TOP OF WALL TERMINATION DETAIL. ON FIRE RATED WALLS TYP FIRESTOPPING SEALANT ON FIRE RATED WALLS CEILING AS SCHEDULED �- 5l8" TYPE' "X' GWB* ON 3 5/8, 25 GA MTL. STUDS @ 16" O.0 BOTH SIDES SOUND ATTENUATION BLANKETS (R-19) WALL BASE SEE FINISH SCHEDULE FIRESTOPPING FINISHED FLOOR SEALANT ON FIRE RATED WALLS CRORORFIDOERC CL EILISNI G TON 423 1ON RATED WALLS tmsF 05 W1 - WALL TYPE SCALE: 1/2"= 1'-0" 06 W2 - SCALE: 1/2"= l'-O" SOUND ATTENUATION BLANKETS SEE FINISH SCHEDULE. A = NO INSULATION WALL TYPE BOTTOM CHORD OF TRUSS CEILING AS SCHEDULED 5/8" GWB* ON 3-5/8", 25 GA MTL. STUDS @ IT O.C. BOTH SIDES WALL BASE EA. SIDE SEE FINISH SCHEDULE FINISHED FLOOR 01 SCALE: 1/2" = 1'-0" NOTE: USE MOISTURE RESISTANT GWB. IN WET AREAS AND CEMENTITIOUS BD. IN ALL KITCHEN/ KITCHEN RELATED SPACES & AREAS TO RECEIVE TILE 02 SCALE: 1/2 .,= 1'-0" U O LC) r U) iV W CO D ccv) (/) M d OD ^, (Dw 00 QcJ LL M d � O z O V O7 ai Q Q Q L17 c— Z U U 00 m QU O O V CO L to U Z _0 Z N M� W d L_ W N M zNU)�_ coc) 06 0- BUJ w -0 > = Q O L_ (D C) LL. Z � LL U) G Nco 9 A 5258( C.7 PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE \PLAN 1 REVIEW COMMENT 2.6-19 SHEET # A-1.1 COPYRIGHT 2018 ROOF -CEILING SYSTEMS GA FILE NO. RC 2602 GENERIC WOOD TRUSSES, GYPSUM WALLBOARD Base layer 5/8" type X gypsum wallboard applied at right angles to wood trusses 24" o.c. with 1 1/4" Type W or S drywall screws 24" o.c. Face layer 518" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1 7/8" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 1 1/2" Type G drywall screws 12' o.c. placed 2" back on either side of end pints. Joints offset 24" from base layer joints. Wood trusses supporting 112" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. 01 1 HOUR FIRE Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 FIRE RATED CEILING DETAIL DESIGN NO. U465 SEPTEMBER 28, 2018 NO 4BEARING WALL RATING-1 HR. * INDICATES SUCH PRODUCTS SHALL JEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATIO (SUCH AS CANADA), RESPECTIVELY. l ss. ?" .. EM 1. FLOOR AND CEILING RUNNERS - INS 1-1/4 IN. LEGS, FORMED FROM MIN NO. 2! FASTENERS SPACED 24 IN. OC MAX. IA. FRAMING MEMBERS* -- FLOOR AND Cl CHANNEL SHAPED, MIN 3-5/8 IN. DEEP, AT ALLSTEEL & GYPSUM PRODUCTS INC -TYP CONSOLIDATED FABRICATORS CORP, BUIL[ D20 QUAIL RUN BUILDING MATERIALS INC --TY SCAFCO STEEL STUD MANUFACTURING CO STEEL CONSTRUCTION SYSTEMS INC -- TYPI UNITED METAL PRODUCTS INC -- TYPE SUP 18. FRAMING MEMBERS* -- FLOOR AND CE ITEM 2B, PROPRIETARY CHANNEL SHAPED MIN 0.020 IN. THICK GALV STEEL, ATTACHE CALIFORNIA EXPANDED METAL PRODUCTS MARINO/WARE, DIV OF WARE INDUSTRIES FUSION BUILDING PRODUCTS - VIPER20'"' IMPERIAL MANUFACTURING GROUP INC - lC. FLOOR AND CEILING RUNNERS - (NOT; FROM MIN 20 MSG CORROSION-PROTECTE MIN 1 IN. LONG LEGS, ATTACHED TO FL001 1D. FRAMING MEMBERS* -- FLOOR AND CE FOR USE WITH ITEM 213 AND 4G ONLY, PRC IN. WIDE FABRICATED FROM MIN 0,018 IN. FASTENERS SPACED 24 IN. OC MAX. CLARKDIETRICH BUILDING SYSTEMS -- CD P DMFCW BS L L C -- PROTRAK MBA METAL FRAMING -- PROTRAK RAM SALES L L C -- RAM PROTRAK STEEL STRUCTURAL PRODUCTS L L C -- TRt -' 1E. FRAMING MEMBERS* - FLOOR AND CE FOR USE WITH ITEM 2E AND 41 ONLY, PROP WIDE FABRICATED FROM MIN 0.018 IN. THI SPACED 24 IN. OC MAX. TELLING INDUSTRIES L L C -- TRUE -TRACK'" IF. FRAMING MEMBERS* -- FLOOR AND CEI FOR USE WITH ITEM 2, CHANNEL SHAPED R MIN 25 MSG STEEL, ATTACHED TO FLOOR A KIRII (HONG KONG) LTD -- TYPE KIRII 1G. FRAMING MEMBERS* - FLOOR AND CE FOR USE WITH ITEM 2, CHANNEL SHAPED R AND CEILING WITH FASTENERS SPACED 241 STUDCO BUILDING SYSTEMS -- CROCSTUD 1 J.H. FLOOR AND CEILING RUNNERS -- (NOT'. STEEL, MIN WIDTH TO ACCOMMODATE STL BELOW AND FABRICATED FROM MIN 0.0211 FASTENERS SPACED MAX 24 IN. OC. MARINO/WARE, DIV OF WARE INDUSTRIES FUSION BUILDING PRODUCTS -- VIPER20- l IMPERIAL MANUFACTURING GROUP INC -- I 11. FRAMING MEMBERS* - FLOOR AND CEII ITEM 2H, PROPRIETARY CHANNEL SHAPED F MIN 0.020 IN. THICK GALV STEEL, ATTACHEI TELLING INDUSTRIES L L C - VIPER20" TRA( 1J. FRAMING MEMBERS* -- FLOOR AND CEII ITEM 2 L, PROPRIETARY CHANNEL SHAPED F MIN 0.018 IN. THICK GALV STEEL, ATTACHE[ STEEL INVESTMENT GROUP L L C-- ALPHATF 1K. FRAMING MEMBERS* -- FLOOR AND CEI ITEM 2M, PROPRIETARY CHANNEL SHAPED MIN 25 MSG (0.018 IN. MIN. BARE METAL T SPACED 24 IN. OC MAX. CALIFORNIA EXPANDED METAL PRODUCTS ( 1L. FRAMING MEMBERS* - FLOOR AND CEII ITEM 2N, PROPRIETARY CHANNEL SHAPED R MIN 0.020 IN. THICK GALV STEEL, ATTACHE[ CRACO MFG INC -- SMARTTRACK20"' 2. STEEL STUDS-- CHANNEL SHAPED, 3 SPACED 24 IN. OC MAX. STUDS TO BE CUT 3, 2A. FRAMING MEMBERS* -- STEEL STUDS -, IN. DEEP, SPACED A MAX OF 24 IN. OC. STU[ ALLSTEEL & GYPSUM PRODUCTS INC-TYPE CONSOLIDATED FABRICATORS CORP, BUILDI D20 QUAIL RUN BUILDING MATERIALS INC --TYP SCAFCO STEEL STUD MANUFACTURING CO - STEEL CONSTRUCTION SYSTEMS INC - TYPE UNITED METAL PRODUCTS INC - TYPE SUPR 28. FRAMING MEMBERS* -- STEEL STUDS - I PROPRIETARY CHANNEL SHAPED STEEL STU[ 0.020 IN. THICK GALV STEEL. STUDS CUT 3/4 CALIFORNIA EXPANDED METAL PRODUCTS C CRACO MFG INC --SMARTSTUD20'" MARINO/WARE, DIV OF WARE INDUSTRIES I FUSION BUILDING PRODUCTS -- VIPER20'" IMPERIAL MANUFACTURING GROUP INC -- V 2C. STEEL STUDS -- (AS AN ALTERNATE TO ITT FROM MIN 20 MSG CORROSION-PROTECTEC STUDS FRICTION -FIT INTO FLOOR AND CEILIP HEIGHT. 2D. FRAMING MEMBERS* -- STEEL STUDS - I 1D AND 4G ONLY, CHANNEL SHAPED STUDS, STEEL, SPACED A MAX OF 24 IN. OC. STUDS 7 CLARKDIETRICH BUILDING SYSTEMS -- CD PRC DMFCWBS LLC -- PROSTUD MBA METAL FRAMING -- PROSTUD RAM SALES L L C -- RAM PROSTUD STEEL STRUCTURAL PRODUCTS L L C -- TRI-S I 2E. FRAMING MEMBERS* - STEEL STUDS -- A AND 41 ONLY, CHANNEL SHAPED STUDS, MIN SPACED A MAX OF 24 IN. OC. STUDS TO BE C TELLING INDUSTRIES L L C-TRUE-STUD'" 2F. FRAMING MEMBERS* -- STEEL STUDS - A CHANNEL SHAPED STUDS, MIN 3-5/8 IN. WIC OC. STUDS TO BE CUT 1/2 IN. LESS THAN ASS KIRII (HONG KONG) LTD - TYPE KIRII 2G. FRAMING MEMBERS* - STEEL STUDS -- F ITEM 1G. PROPRIETARY CHANNEL SHAPED S1 THAN THE ASSEMBLY HEIGHT. STUDCO BUILDING SYSTEMS -- CROCSTUD 2H. FRAMING MEMBERS* - STEEL STUDS -- F PROPRIETARY CHANNEL SHAPED STEEL STUD 0.020 IN. THICK GALV STEEL. STUDS CUT 3/4 TELLING INDUSTRIES L L C -- VIPER20TM 21. FRAMING MEMBERS* -- STEEL STUDS - IN ""Nj"-.."" , r v } ''..%.A.%f:.. T SHOWN) - CHANNEL SHAPED RUNNERS, 3-5/8 IN. DEEP (MIN), MSG GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH .ING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1-- kCHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC. MAX. SUPREME D24/30EQD AND TYPE SUPREME D20 NG PRODUCTS DIV--TYPE SUPREME D24/30EQD AND TYPE SUPREME E SUPREME D24/30EQD AND TYPE SUPREME 020 - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 SUPREME D24/30EQD AND TYPE SUPREME D20 EME D24/30EQD AND TYPE SUPREME D20 LING RUNNERS - NOT SHOWN - IN LIEU OF ITEM 1-- FOR USE WITH UNNERS, 1-1/4 IN, WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM I TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. :0 - VIPER20" TRACK NC -- VIPER20- TRACK 'IPER20'" TRACK HOWN) -- FOR USE WITH ITEM 2C -- CHANNEL SHAPED, FABRICATED I OR GALV STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE, WITH AND CEILING WITH FASTENERS SPACED MAX 24 IN. OC. LING RUNNERS -- NOT SHOWN -- IN LIEU OF ITEMS 1 THROUGH 1C -- 'RIETARY CHANNEL SHAPED RUNNERS, 1-114IN. DEEP BY MIN 3-5/8 'HICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH G RUNNERS - NOT SHOWN -- IN LIEU OF ITEMS 1 THROUGH 1D - TARYCHANNEL SHAPED RUNNERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 3 RUNNERS -- NOT SHOWN -- IN LIEU OF ITEMS 1 THROUGH lE -- 4ERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. WIDE FABRICATED FROM CEILING WITH FASTENERS SPACED 24 IN. OC MAX. JG RUNNERS -- NOT SHOWN -- IN LIEU OF ITEMS 1 THROUGH 1F -- NERS,1-1/4IN. DEEP BY MIN 3-5/8 IN. WIDE, ATTACHED TO FLOOR OC MAX. OWN)-- CHANNEL SHAPED, FABRICATED FROM MIN 0.021N. GALV SIZE, WITH MIN 1 IN. LONG LEGS, FOR USE WITH STUDS SPECIFIED GALV STEEL OR THICKER, ATTACHED TO FLOOR AND CEILING WITH - VIPER20TM TRACK VT100 IPER20TM TRACK V1`100 NG RUNNERS -- NOT SHOWN -- IN LIEU OF ITEM 1-- FOR USE WITH INNERS,1-1/4IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. NG RUNNERS - NOT SHOWN -- IN LIEU OF ITEMS 1-- FOR USE WITH JNNERS, 1-1/4 IN. DEEP BY MIN 3-5/8 IN. WIDE FABRICATED FROM TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. RUNNERS -- NOT SHOWN -- IN LIEU OF ITEM 1-- FOR USE WITH IERS, 1-1/4 IN. WIDE BY MIN 3-5/81N. DEEP, FABRICATED FROM JESS), ATTACHED TO FLOOR AND CEILING WITH FASTENERS -- VIPER XTRACK IG RUNNERS -- NOT SHOWN -- IN LIEU OF ITEM 1-- FOR USE WITH 4NERS, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM D FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. 81N. DEEP (MIN), FORMED FROM MIN NO. 25 MSG GALV STEEL IN. LESS THAN ASSEMBLY HEIGHT. I AN ALTERNATE TO ITEM 2­ CHANNEL SHAPED STUDS, MIN 3-5/8 TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. !PREME D24/30EQD AND TYPE SU PREME D20 3 PRODUCTS DIV - TYPE SUPREME D24/30EQD AND TYPE SUPREME SUPREME D24/30EQD AND TYPE SUPREME D20 TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 !PREME D24/30EQD AND TYPE SUPREME D20 VIE D24/30EQD AND TYPE SUPREME D20 JT SHOWN -- IN LIEU OF ITEM 2 -- FOR USE WITH ITEM 1B, ,1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 4. LESS IN LENGTH THAN ASSEMBLY HEIGHT. -- VIPER20- VIPER20" 2, FOR USE WITH ITEM 4E) -- CHANNEL SHAPED, FABRICATED R GALV STEEL, 3-1/2 IN. MIN DEPTH, SPACED A MAX OF 161N. OC. RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN. LESS THAN ASSEMBLY AN ALTERNATE TO ITEMS 2 THROUGH 2C- FOR USE WITH ITEM IN 3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV BE CUT 1/2 IN. LESS THAN ASSEMBLY HEIGHT. M ALTERNATE TO ITEMS 2 THROUGH 2D- FOR USE WITH ITEM 1E 5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, 1/2 IN. LESS THAN ASSEMBLY HEIGHT. AN ALTERNATE TO ITEMS 2 THROUGH 2E -- FOR USE WITH ITEM 1F, FABRICATED FROM MIN 25 MSG STEEL, SPACED A MAX OF 24 IN. VIBLY HEIGHT. HOWN -- IN LIEU OF ITEM 2 THROUGH 2F-- FOR USE WITH MINIMUM 3-5/8 IN. WIDE, STUDS TO BE CUT 1/2 IN. LESS T SHOWN -- IN LIEU OF ITEM 2 -- FOR USE WITH ITEM 11, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN . LESS IN LENGTH THAN ASSEMBLY HEIGHT. OF ITEM 2 — FOR USE WITH ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, 3-5/8 IN. DEEP (MIN), SPACED 24 IN. OC MAX. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. EB METAL INC — NITROSTUD 2J. FRAMING MEMBERS* --STEEL STUDS -- IN LIEU OF ITEM 2 -- FOR USE WITH ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 2S MSG CORROSION -PROTECTED STEEL, 3-S/9 IN. DEEP (MIN), SPACED 24 IN. OC MAX. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. OLMAR SUPPLY INC — PRIMESTUD 2K. FRAMING MEMBERS* -- STEEL STUDS -- AS AN ALTERNATE TO ITEM 2 -- FOR USE WITH ITEM 1B (3-5/8 IN. WIDE TRACK), CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, 1-1/4 IN. WIDE BY 3-5/9 IN. DEEP, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. MARINO/WARE, DIV OF WARE INDUSTRIES INC-- STUDRITE'" 2L. FRAMING MEMBERS* — STEEL STUDS -- AS AN ALTERNATE TO ITEMS 2 -- FOR USE WITH ITEM IJ, CHANNEL SHAPED STUDS, MIN 3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. STEEL INVESTMENT GROUP L L C--ALPHASTUD 2M. FRAMING MEMBERS* -- STEEL STUDS -- NOT SHOWN — IN LIEU OF ITEM 2 -- FOR USE WITH ITEM 1K, PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP, FABRICATED FROM MIN 25 MSG (0.018 IN. MIN. BARE METAL THICKNESS). STUDS CUT 3/4 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT. CALIFORNIA EXPANDED METAL PRODUCTS CO — VIPER X 2N. FRAMING MEMBERS* -- STEEL STUDS — NOT SHOWN -- IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1L, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV STEEL. STUDS CUT 3/4 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT. CRACO MFG INC —SMARTSTUD20' 3. BATTS AND BLANKETS* -- (OPTIONAL) -- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 3A. FIBER, SPRAYED* -- AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) — (100% BORATE FORMULATION) -- SPRAY APPLIED CELLULOSE MATERIAL. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT WITH A NOMINAL DRY DENSITY OF 2.7 LB/FT3. ALTERNATE APPLICATION METHOD: THE FIBER IS APPLIED WITHOUT WATER OR ADHESIVE ATA NOMINAL DRY DENSITY OF 3.5 LB/FT3, IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. U S GREENFIBER L LC—INS735 & INS745 FOR USE WITH WET OR DRY APPLICATION. INS765LD AND INS77OLD ARE TO BE USED FOR DRY APPLICATION ONLY 3B. FIBER, SPRAYED* -- AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) AND ITEM 3A -- SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. APPLIED TO COMPLETELY FILL THE ENCLOSED CAVITY. MINIMUM DRY DENSITY OF 4.3 POUNDS PER CUBIC FT. NU -WOOL CO INC — CELLULOSE INSULATION 3C. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) — SPRAY APPLIED CELLULOSE FIBER. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. THE MINIMUM DRY DENSITY SHALL BE 4.30 LBS/FT3, INTERNATIONAL CELLULOSE CORP — CELBAR-RL 31). BATTS AND BLANKETS* — FOR USE WITH ITEM B. NOM 3 IN. THICK, MINIMUM 3.4 PCF MINERAL WOOL BATTS, FRICTION FIT BETWEEN THE STUDS AND FLOOR AND CEILING RUNNERS. SEE BATTS AND BLANKETS (821Z) CATEGORY FOR NAMES OF MANUFACTURERS. 3E. BATTS AND BLANKETS* — FOR USE WITH ITEM 4P AND 4R. PLACED IN STUD CAVITIES, ANY MIN. 3-1/2 IN. THICK GLASS FIBER INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZIZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4. GYPSUM BOARD* -- 5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 81N. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEMS 6 (RESILIENT CHANNELS) OR 6A, 68, 6C, 6D, OR 6E (FURRING CHANNELS), GYPSUM BOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH I IN. LONG, TYPE STEEL SCREWS SPACED 12 IN. OC. ACADIA DRYWALL SUPPLIES LTD -- TYPE X, 5/8 TYPE X, TYPE BLUEGLASS EXTERIOR SHEATHING AMERICAN GYPSUM CO —TYPES AG-C, AGX-1, M-GLASS, LIGHTROC BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -- TYPE DBX-1 CGC INC -- TYPES AR, C, IP-AR, IP-XI, IPA2, IPC-AR, SCX, SHX, USGX, WRC OR WRX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) CERTAINTEED GYPSUM INC— TYPES 1, EGRG, GLASROC, TYPE X, TYPE X-1, TYPE C, TYPE X-2, 5/8" EASI-LITE TYPE X, EASI-LITE TYPE X-2 CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -- TYPES LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX GEORGIA-PACIFIC GYPSUM L L C --TYPES 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, TYPE X, VENEER PLASTER BASE - TYPE X, WATER RATED - TYPE X, SHEATHING - TYPE X, SOFFIT- TYPE X, TG-C, GREENGLASS TYPE X, TYPE X COMFORTGUARD SOUND DEADENING GYPSUM BOARD, TYPE LWX, VENEER PLASTER BASE -TYPE LWX, WATER RATED -TYPE LWX, SHEATHING TYPE-LWX, SOFFIT -TYPE LWX, TYPE DGLW, WATER RATED -TYPE DGLW, SHEATHING TYPE- DGLW, SOFFIT -TYPE DGLW, TYPE LW2X, VENEER PLASTER BASE - TYPE LW2X, WATER RATED - TYPE LW2X, SHEATHING - TYPE LW2X, SOFFIT - TYPE LW2X, TYPE DGL2W, WATER RATED -TYPE DGL2W, SHEATHING - TYPE DGL2W NATIONAL GYPSUM CO -- TYPES EXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL NATIONAL GYPSUM CO — RIYADH, SAUDI ARABIA -- TYPE FR, OR WR PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- TYPES PG-C, PG-9, PG-11, PGS-WRS PANEL REY S A-- TYPES GREX, PRC, PRC2, PRX, RHX, MDX, ETX SAINT-GOBAIN GYPROC MIDDLE EAST FZE --TYPE GYPROC FIRESTOP, GYPROC FIRESTOP MR, GYPROC FIRESTOP M2TECH, GYPROC FIRESTOP ACTIV'AIR, GYPROC FIRESTOP MR ACTIV'AIR, GYPROC FIRESTOP M2TECH ACTtV'AIR, GYPROC DURALINE, GYPROC DURALINE MR, GYPROC DURALINE M2TECH, GYPROC DURALINE ACTIV'AIR, GYPROC DURALINE MR ACTIV'AIR, GYPROC DURALINE M2TECH ACTIV'AIR SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -- TYPE EX-1 THAI GYPSUM PRODUCTS PCL -- TYPE X, TYPE C UNITED STATES GYPSUM CO --TYPE AR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) USG BORAL DRYWALL SFZ LLC--TYPES C, SCX, USGX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) USG MEXICO S A DE C V --TYPE AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, USGX, WRC OR WRX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) 4A. GYPSUM BOARD* -- (AS ALTERNATE TO ITEM 4) -- NOM 5/8 IN. THICK GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICALJOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTTJOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED OR BACKED BY STEEL FRAMING. PANELS ATTACHED TO STEEL STUDS AND FLOOR RUNNER WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8 IN. OC WHEN APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM PANELS TO BE INSTALLED HORIZONTALLY. CERTAINTEED GYPSUM INC—TYPE X, TYPE X-1, TYPE C, TYPE X-2, TYPE EGRG/ GLASROC, GLASROC-2, TYPE SILENTFX, EASI-LITE TYPE X-2 CGC INC--TYPES AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, USGX, WRC OR WRX (JOINT TAPE AND COMPOUND, ITEM S, OPTIONAL FOR USE WITH TYPE USGX) CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -- TYPES LGFC2A, LGFC6A, LGFC-C/A, LGFC-W D GEORGIA-PACIFIC GYPSUM L L C --TYPES DAP, DAPC, DGG, DS SAINT-GOBAIN GYPROC MIDDLE EAST FZE—TYPE GYPROC FIRESTOP, GYPROC FIRESTOP MR, GYPROC FIRESTOP M2TECH, GYPROC FIRESTOP ACTIV'AIR, GYPROC FIRESTOP MR ACTIV'AIR, GYPROC FIRESTOP M2TECH ACTIV'AIR, GYPROC DURALINE, GYPROC DURALINE MR, GYPROC DURALINE 102TECH, GYPROC DURALINE ACTIV'AIR, GYPROC DURALINE MR ACTIV'AIR, GYPROC DURALINE M2TECH ACTIV'AIR THAI GYPSUM PRODUCTS PCL—TYPE X, TYPE C UNITED STATES GYPSUM CO -- TYPES AR, C, FRX-G, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) USG BORAL DRYWALLSFZ LLC --TYPES C, SCX, USGX (JOINTTAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) USG MEXICO S A DE C V -- TYPE AR, C, IP-AR, IP-X1, IP-X2, ]PC -AR, SCX, SHX, USGX, WRC OR WRX (JOINT TAPE AND COMPOUND, ITEM 5, OPTIONAL FOR USE WITH TYPE USGX) 4B. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEMS 4 OR 4A) — NOM 3/4 IN. THICK, 4 FT WIDE, INSTALLED AS DESCRIBED IN ITEM 4A WITH SCREW LENGTH INCREASED TO 1-1/4 IN. CGC INC — TYPES AR, IP-AR UNITED STATES GYPSUM CO -- TYPES AR, IP-AR USG MEXICO S A DE C V -- TYPES AR, IP-AR 4C. GYPSUM BOARD* -- AS AN ALTERNATE TO ITEMS 4, 4A, AND 4B -- NOM. 5/8 IN. THICK GYPSUM PANELS, WITH SQUARE EDGES, APPLIED HORIZONTALLY. GYPSUM PANELS FASTENED TO FRAMING WITH 1 IN. LONG BUGLE HEAD STEEL SCREWS SPACED A MAX 8 IN. OC, WITH LAST 2 SCREWS 3/4 IN. AND 41N. FROM EACH EDGE OF BOARD. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTTJOINTS ON OPPOSITE SIDES OF STUDS ON INTERIOR WALLS NEED NOT BE STAGGERED OR BACKED BY STEEL FRAMING. GEORGIA-PACIFIC GYPSUM L L C — TYPE DGG, GREENGLASS TYPE X 4D. GYPSUM BOARD* — AS AN ALTERNATE TO ITEMS 4, 4A, 4B, AND 4C -- NOM. 5/8 IN. THICK GYPSUM PANELS APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED OR BACKED BY STEEL FRAMING. GYPSUM PANELS FASTENED TO FRAMING WITH 11N. LONG TYPES STEEL SCREWS 12 IN. OC ALONG VERTICAL EDGES AND IN THE FIELD. SCREWS SPACED A MAX 12 IN. ALONG THE TOP AND BOTTOM EDGES OF THE WALL FOR BOTH VERTICAL AND HORIZONTAL APPLICATIONS. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM PANELS TO BE INSTALLED HORIZONTALLY. NATIONAL GYPSUM CO —TYPES EXP-C, FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR-C 4E. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEMS 4 THROUGH 4D) — INSTALLED AS DESCRIBED IN ITEM 4. 5/8 IN. THICK, 4 FT. WIDE, APPLIED VERTICALLY ONLY AND FASTENED TO THE STUDS AND PLATES WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED, 12 IN. OC. NATIONAL GYPSUM CO -- SOUNDBREAK XP TYPE X GYPSUM BOARD 4F. GYPSUM BOARD* -- (NOT SHOWN) -- (AS AN ALTERNATE TO ITEM 4 WHEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL. FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2C) - NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. GYPSUM BOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. RAY -BAR ENGINEERING CORP -- TYPE RB-LBG 4G. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEMS 4 THROUGH 4F) — FOR USE WITH ITEMS 1D AND 2D ONLY, 5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -- TYPE LGFC6A, LGFC-C/A NATIONAL GYPSUM CO -- TYPES FSW UNITED STATES GYPSUM CO — TYPE SCX USG BORAL DRYWALL SFZ LLC -- TYPE SCX 4H. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEMS 4 THROUGH 4G) -- NOMINAL 5/8 IN. THICK, 4 FT WIDE PANELS, APPLIED VERTICALLY AND SECURED AS DESCRIBED IN ITEM 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM --TYPE QUIETROCK ES 41. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEMS 4 THROUGH 4F) — FOR USE WITH ITEMS lE AND 2E ONLY, 5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. UNITED STATES GYPSUM CO — TYPE SCX USG BORAL DRYWALL SFZ LLC—TYPE SCX 4J. GYPSUM BOARD* — (NOT SHOWN) -- (AS AN ALTERNATE TO ITEM 4 WHEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL. FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2C) — NOM 5181N. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. GYPSUM BOARD SECURED TO STUDS WITH 1-1/41N. LONG TYPE S-12 STEEL SCREWS SPACED 81N. OC AT PERIMETER AND 121N. OC IN THE FIELD. TO BE USED WITH LEAD BATTEN STRIPS (SEE ITEM 9A) OR LEAD DISCS (SEE ITEM 10A). MAYCO INDUSTRIES INC -- TYPE X-RAY SHIELDED GYPSUM 4K. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEM 4AND 4A, NOT FOR USE WITH ITEMS 1D, SE, 2D AND 2E) — NOM. 5/8IN. THICK GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES INSTALLED AS DESCRIBED IN ITEM 4 AND 4A. CGC INC -- TYPE ULX UNITED STATES GYPSUM CO -- TYPE ULX USG MEXICO S A DE C V — TYPE ULX 4L. GYPSUM BOARD* -- (NOT SHOWN) -- (AS AN ALTERNATE TO ITEM 4 WHEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2C). NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS GYPSUM PANEL STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD AND OPTIONAL AT REMAINING STUD LOCATIONS. LEAD BATTEN STRIPS, MIN 21N. WIDE, MAX 8 FT LONG WITH A MAX THICKNESS OF 0.141N. PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH CONSTRUCTION ADHESIVE AND TWO 1 IN. LONG TYPE 5-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD DISCS, NOMINAL 3/8 IN. DIAM BY MAX 0.085 IN. THICK. COMPRESSION FITTED OR ADHERED OVER THE SCREW HEADS. LEAD BATTEN STRIPS AND DISCS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". RADIATION PROTECTION PRODUCTS INC--TYPE RPP- LEAD LINED DRYWALL 4M. GYPSUM BOARD* — (FOR USE WITH ITEM 8)—5/8IN. THICK, 4 FT WIDE, APPLIED VERTICALLY OVER MINERAL AND FIBER BOARD (ITEM 8) WITH VERTICALJOINTS LOCATED ANYWHERE OVER STUD CAVITIES. SECURED TO MINERAL AND FIBER BOARDS WITH 1-1/2 IN. TYPE G SCREWS SPACED 8 IN. OC ALONG EDGES OF EACH VERTICAL JOINTAND 12 IN. OC IN INTERMEDIATE FIELD OF THE MINERAL AND FIBER BOARD (ITEM 8). SECURED TO OUTERMOST STUDS AND FLOOR AND CEILING RUNNERS WITH 21N. LONG TYPE S SCREWS SPACED 81N. OC. GYPSUM BOARD JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND. SCREW HEADS COVERED WITH JOINT COMPOUND. AMERICAN GYPSUM CO —TYPE AG-C CERTAINTEED GYPSUM INC --TYPE FRPC, TYPE C, TYPE X-2 CGC INC —TYPES C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C —TYPE LGFC-C/A GEORGIA-PACIFIC GYPSUM L L C -- TYPES 5, DAPC, TG-C NATIONAL GYPSUM CO --TYPES EXP-C, FSK-C, FSW-C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM --TYPE PG-C PANEL REY S A —TYPES PRC, PRC2 SAINT-GOBAIN GYPROC MIDDLE EAST FZE -- TYPE GYPROC FIRESTOP, GYPROC FIRESTOP MR, GYPROC FIRESTOP M2TECH, GYPROC FIRESTOP ACTIV'AIR, GYPROC FIRESTOP MR ACTIV'AIR, GYPROC FIRESTOP 102TECH ACTIV'AIR, GYPROC DURALINE, GYPROC DURALINE MR, GYPROC DURALINE M2TECH, GYPROC DURALINE ACTIV'AIR, GYPROC DURALINE MR ACTIV'AIR, GYPROC DURALINE M2TECH ACTIV'AIR THAI GYPSUM PRODUCTS PCL -- TYPE C UNITED STATES GYPSUM CO --TYPES C, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC -- TYPE C USG MEXICO 5 A DE C V -- TYPES C, IP-X2, IPC-AR 4N. WALL AND PARTITION FACINGS AND ACCESSORIES* -- (AS AN ALTERNATE TO ITEM 4) -- NOMINAL 5/8 IN. THICK, 4 FT WIDE PANELS, APPLIED VERTICALLY AND SECURED AS DESCRIBED IN ITEM 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- TYPE QUIETROCK 527 40. GYPSUM BOARD* -- AS AN ALTERNATE TO ITEMS 4, 4A, 4B, AND 4C — TWO LAYERS NOM. 5/16 IN. THICK GYPSUM PANELS APPLIED VERTICALLY OR HORIZONTALLY. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED OR BACKED BY STEEL FRAMING. HORIZONTAL JOINTS ON THE SAME SIDE NEED NOT BE STAGGERED. WHEN APPLIED HORIZONTALLY, BOTH LAYERS OF GYPSUM BOARD FASTENED TO EACH SIDE OF FRAMING WITH 1 IN, LONG TYPE S STEEL SCREWS SPACED 8 IN. OC AND STAGGERED 41N. OC BETWEEN LAYERS. WHEN APPLIED VERTICALLY, BOTH LAYERS OF GYPSUM BOARD FASTENED TO EACH SIDE OF FRAMING WITH 1 IN. LONG TYPE S STEELSCREWS SPACED 81N. OC ALONG VERTICAL EDGES AND 12 IN. OC IN THE FIELD, STAGGERED 41N. OC BETWEEN LAYERS. SCREWS SPACED A MAX 12 IN. ALONG THE TOP AND BOTTOM EDGES OF THE WALL. NATIONAL GYPSUM CO -- TYPE FSW 4P. GYPSUM BOARD* -- AS AN ALTERNATE TO ITEM 4. FOR USE WITH ITEM 3E, BATTS AND BLANKETS* — 5/8 IN. THICK, 4 FT WIDE, INSTALLED AS DESCRIBED IN ITEM 4. UNITED STATES GYPSUM CO -- TYPES ULIX 40. GYPSUM BOARD* -- 3/4 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO MIN. 1-1/8IN. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- TYPE PG-13 4R. GYPSUM BOARD* -- AS AN ALTERNATE TO ITEM 4D. FOR USE WITH ITEM 3E, BATTS AND BLANKETS* -- 5/8 IN. THICK, 4 FT WIDE, INSTALLED AS DESCRIBED IN ITEM 4. NATIONAL GYPSUM CO — TYPE FSLX. 5. JOINT TAPE AND COMPOUND --VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/321N. THICK GYPSUM VENEER PLASTER MAY BE APPLIEDTO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM BOARDS ARE SUPPLIED WITH SQUARE EDGES. 6. RESILIENT CHANNEL -- (OPTIONAL -- NOTSHOWN) -- 25 MSG GALV STEEL RESILIENT CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS. MAY NOT BE USED WITH ITEM 4F, 4.1 OR 4L. 6A. STEEL FRAMING MEMBERS* -- (NOT SHOWN) — AS AN ALTERNATE TO ITEM 6; FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: a. FURRING CHANNELS — FORMED OF NO. 25 MSG GALV STEEL. 2-9/161N. OR 2-23/32 IN. WIDE BY 7/8 IN. DEEP, SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN. AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 SWG GALV STEEL WIRE NEAR EACH END OF OVERLAP. AS AN ALTERNATE, ENDS OF ADJOINING CHANNELS MAY BE OVERLAPPED 6 IN. AND SECURED TOGETHER WITH TWO SELF -TAPPING NO. 6 FRAMING SCREWS, MIN 7/16 IN. LONG AT THE MIDPOINT OF THE OVERLAP,. WITH ONE SCREW ON EACH FLANGE OF THE CHANNEL. NOT FOR USE WITH ITEMS 4F, 41, OR 4L. b. FRAMING MEMBERS* — USED TO ATTACH FURRING CHANNELS (ITEM A) TO STUDS (ITEM 2). CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH 1-5/8 IN. WAFER OR HEX HEAD TYPE S STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. RSIC-1 CLIP FOR USE WITH 2-9/16 IN. WIDE FURRING CHANNELS. RSIC-1(2.75) CLIP FOR USE WITH 2-23/32 IN. WIDE FURRING CHANNELS. PAC INTERNATIONAL L LC -- TYPES RSIC-1, RSIC-1(2.75) 6B. FRAMING MEMBERS* — (NOT SHOWN) -- (OPTIONAL ON ONE OR BOTH SIDES) -- AS AN ALTERNATE TO ITEM 6, FURRING CHANNELAND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: a. FURRING CHANNELS -- FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/9 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEMS 4F, 4.1, OR 4L. b. STEEL FRAMING MEMBERS* -- USED TO ATTACH FURRING CHANNELS (ITEM 6BA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC. GENIECLIPS SECURED TO STUDS WITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEELSCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PUTEQ INC — TYPE GENIE CLIP 6C. STEEL FRAMING MEMBERS* — (OPTIONAL, NOT SHOWN) -- FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: a. FURRING CHANNELS -- FORMED OF NO, 25 MSG GALV STEEL. SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL W IRE.GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEMS 4F, 4J, OR 4L b. STEEL FRAMING MEMBERS* — USED TO ATTACH FURRING CHANNELS (ITEM 6CA) TO STUDS. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH 21N. COARSE DRYWALL SCREW WITH 1 IN. DIAM WASHER THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. STUDCO BUILDING SYSTEMS -- RESILMOUNT SOUND ISOLATION CLIPS - TYPE A237R 6D. STEEL FRAMING MEMBERS* — (OPTIONAL, NOT SHOWN) — FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: a. FURRING CHANNELS -- FORMED OF NO. 25 MSG GALV STEEL. SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM 6DB. ENDS OF ADJOINING CHANNELS OVERLAPPED 61N. AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL WIRE. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEMS 4F, 4J, OR 4L. b. STEEL FRAMING MEMBERS* -- UUSED TO ATTACH FURRING CHANNELS (ITEM 6DA) TO STUDS. CLIPS SPACED 48 IN. OC, AND SECURED TO STUDS WITH NOS X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. STUDCO BUILDING SYSTEMS -- TYPE SONUSCLIP 6E. STEEL FRAMING MEMBERS* — (OPTIONAL, NOT SHOWN) — RESILIENT CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: a. RESILIENT CHANNELS -- FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC, AND PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND SECURED IN PLACE WITH TWO NO. 8 15 X 1/2 IN. PHILIPS MODIFIED TRUSS SCREWS SPACED 2-1/2 IN. FROM THE CENTER OF THE OVERLAP. GYPSUM BOARD ATTACHED TO RESILIENT CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEMS 4F, 4J, OR 4L. b. STEEL FRAMING MEMBERS* — USED TO ATTACH RESILIENT CHANNELS (ITEM 6EA) TO STUDS. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH NO.8 X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER HOLE. RESILIENT CHANNELS ARE SECURED TO CLIPS WITH ONE NO. 10 X 1/2 IN. PAN -HEAD SELF -DRILLING SCREW. KEENE BUILDING PRODUCTS CO INC — TYPE RC+ASSURANCE CLIP 7. WALL AND PARTITION FACINGS AND ACCESSORIES* —(OPTIONAL, NOT SHOWN) —NOMINAL 1/2 IN. THICK, 4 FT WIDE PANELS, FOR OPTIONAL USE AS AN ADDITIONAL LAYER ON ONE OR BOTH SIDES OF THE ASSEMBLY. PANELS ATTACHED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHEN THE QR-500 OR QR-510 PANEL IS INSTALLED BETWEEN THE STEEL FRAMING AND THE UL CLASSIFIED GYPSUM BOARD, THE REQUIRED UL CLASSIFIED GYPSUM BOARD LAYER(S) IS/ARE TO BE INSTALLED AS INDICATED AS TO FASTENER TYPE AND SPACING, EXCEPT THATTHE REQUIRED FASTENER LENGTH SHALL BE INCREASED BY MINIMUM OF 1/2 IN. NOT EVALUATED OR INTENDED AS A SUBSTITUTE FOR THE REQUIRED LAYER(S) OF UL CLASSIFIED GYPSUM BOARD. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- TYPE QUIETROCK QR-500 AND QR-510 8. MINERAL AND FIBER BOARD' —(OPTIONAL, NOT SHOWN)-- FOR OPTIONAL USE AS AN ADDITIONAL LAYER ON ONE SIDE OF WALL. NOM 1/2 IN. THICK, 4 FT WIDE WITH LONG DIMENSION PARALLEL AND CENTERED OVER STUDS. ATTACHED TO STUDS AND FLOOR AND CEILING RUNNERS WITH 1-5/8 IN. LONG TYPE S STEEL SCREWS, SPACED 12 IN. OC AND 24 IN. OC ALONG ALL INTERMEDIATE FRAMING. THE REQUIRED UL CLASSIFIED GYPSUM BOARD LAYER (ITEM 4M) IS TO BE INSTALLED OVER THE MINERAL AND FIBER BOARDS. BATTS AND BLANKETS, ITEM 3D, AND ADHESIVE, ITEM 11, ARE REQUIRED, HOMASOTE CO — HOMASOTE TYPE 440-32 9. LEAD BATTEN STRIPS -- (NOT SHOWN, FOR USE WITH ITEM 4E) -- LEAD BATTEN STRIPS, MIN 1-1/2 IN. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON THE INTERIOR FACE OF STUDS AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM BOARD (ITEM 4E) AND OPTIONAL AT REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL JOINTS. 9A. LEAD BATTEN STRIPS -- (NOT SHOWN, FOR USE WITH ITEM 4J) -- LEAD BATTEN STRIPS, 21N. WIDE, MAX 10 FT LONG WITH A MAX THICKNESS OF 0.140 IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN H EAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR WITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 41) AND OPTIONAL AT REMAINING STUD LOCATIONS. 10. LEAD DISCS OR TABS-- (NOT SHOWN, FOR USE WITH ITEM 4E) -- USED IN LIEU OF OR IN ADDITION TO THE LEAD BATTEN STRIPS (ITEM 8) OR OPTIONAL AT OTHER LOCATIONS - MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN. BY MAX 0.125 IN. THICK LEAD TABS PLACED ON GYPSUM BOARDS (ITEM 4E) UNDERNEATH SCREW LOCATIONS PRIOR TO THE INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". IDA. LEAD DISCS — (NOT SHOWN, FOR USE WITH ITEM 4J) -- MAX 5/161N. DIAM BY MAX 0.140 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS. LEAD DISCS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D". 11. ADHESIVE -- NOT SHOWN -- (FOR USE WITH ITEM 8)— CONSTRUCTION GRADE ADHESIVE APPLIED IN VERTICAL, SERPENTINE, NOMINAL 3/8 IN. WIDE BEADS DOWN THE LENGTH OF BOTH VERTICAL EDGES OF MINERAL AND FIBER BOARD (ITEM 8). 12. WALL AND PARTITION FACINGS AND ACCESSORIES' --(OPTIONAL, NOT SHOWN)— FOR USE WITH ITEMS TO 11, ITEMS 2 TO 2J, ITEM 3, ITEMS 4 TO 41, ITEM S AND ITEM 6. FOR MAXIMUM FIRE RATING OF 1 HOUR. ON ONE SIDE OF THE WALL, OVER THE FIRST LAYER OF GYPSUM BOARD (ITEM 4 TO ITEM 41), INSTALL REFLEXOR MEMBRANE WITH THE GOLD SIDE FACING OUTWARDS. MEMBRANE INSTALLED WITH T50 STAPLES SPACED 12 INCHES ON CENTER IN BOTH DIRECTIONS AS PER MANUFACTURER'S INSTRUCTIONS, SEAMS IN MEMBRANE TO BE OVERLAPPED BY 2INCHES. WHEN REFLEXOR MEMBRANE IS USED AN ADDITIONAL LAYER OF GYPSUM BOARD THAT IS IDENTICAL TO THE ONE USED IN THE FIRST LAYER AND AS SPECIFIED IN ITEM 4 TO ITEM 41 SHALL BE INSTALLED OVER THE MEMBRANE. THE ADDITIONAL LAYER OF GYPSUM BOARD TO BE INSTALLED THROUGH THE MEMBRANE TO THE STUD AS SPECIFIED IN ITEM 4 TO ITEM 41 EXCEPT THE FASTENER LENGTH SHALL BE INCREASED BY A MINIMUM OF 5/8 INCH. INSTALL BATTS AND BLANKETS IN THE STUD CAVITY AS PER ITEM 3. ON THE OTHER SIDE OF THE WALL, PRIOR TO THE INSTALLATION OF THE GYPSUM BOARD, INSTALL RESILIENT CHANNELS AS PER ITEM 6. OVER THE RESILIENT CHANNELS INSTALL 3/4 INCH THICK SONOPAN PANEL SECURED TO THE RESILIENT CHANNELS WITH DRYWALLSCREWS AND WASHERS SPACED AT 161N. OC ON THE PERIMETER OF THE PANEL AND 8 IN. OC IN THE FIELD OF THE PANEL, OVER THE SONOPAN PANEL INSTALL THE SAME GYPSUM BOARD AS SPECIFIED IN ITEM 4 TO ITEM 41 WITH THE FASTENER LENGTH INCREASED BY MINIMUM 3/4 INCH. NOT EVALUATED OR INTENDED AS A SUBSTITUTE FOR THE REQUIRED LAYER(S) OF UL CLASSIFIED GYPSUM BOARD. MSL-- REFLEXOR MEMBRANE, SONOPAN PANEL * INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. U C C O L0 r (n N Q) F- 00 ® M L17 (/J W M J d 00 ^"� W (00 i LL OO "t L— = N 0 Q U) Z 0 (.0 C:) Cl) F- G) p1 ' i Q V Q LL"1 = Z U U 00 L" 0 M O = 'q;I_ W S` (10 J Z O • ll^^ ti/ Z 0V LW.ICT M LL—J � M O ^' � M — VJ ` V W cU) v �_ •L 0- U) 0 O T- W v M W a J a' -0 ^� W LL C:" nin,, W Z y. 0 � - W E _ O Q Z N LL O � fV`�J vJ P .:C� Fti A AIR 25 :*I _ zI °I. . s � ......._t•' V PROJECT# 17-093.02 DATE 10-26-2018 REV # DATE PLAN REVIEW COMMENT 2-6-19 A 0 L SHEET # 1 A-1.2 COPYRIGHT 2018 'v 1 Iy:69Y��11�[�I.9YJ:1�9 FINISH SURFACE - REFER TO PLANS FOR EXACT LOCATIONS DDPr'ACTlY)KIr0rTF QDI AQ14 RI nrV 09 TYP. CONUPLASH BLOCK SCALE:1"=1A" SNAP -CLAD CLIP SNAP -CLAD PANEL WITH FASTENERS FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVEF 7' RETAINER STRIP PRE-FAB.WOOD ROOF TRUSSES, TYP. GUTTER STRAP (FIELD FORMED) I I PEEL &STICK ALUMINUM GUTTER PLYWD. "Z" RETAINER STRIP SET IN SEALANT 2"X8" CEDAR FASCIA GUTTER SUPPORT 05 GUTTER DETAIL SCALE: SNAP -CLAD CLIP PANEL WITH FASTENERS PEEL & STICK FIELD CUT, BEND PLYWD. DECKING RETURN IN PANEL, & HOOK RETURN OVER "Z" RETAINER STRIP PA-116 EAVE FLASHING PRE-FAB.WOOD ROOF TRUSS SYSTEM TYP. "Z" RETAINER STRIP SET IN SEALANT TO I.D. OF RAKE DETAIL SCALE: 3" = V-0" FRAMED WALL HARDIEPLANK LAP SIDING WATER RESISTIVE BARRIER HARDIEWRAP OR EQUIVALENT FASTENER PARAPET RAKE FLASHING SNAP -CLAD CLIP WITH FASTENERS & 07 RAKE DETAIL SCALE: 3" = V-0" FRAMED WALL HARDIEPLANK LAP SIDING WATER RESISTIVE BARRIER HARDIEWRAP OR EQUIVALENT FASTENER PA-121 HEAD WALL FLASHING 3/4" TURN -UP PEEL & STICK SNAP -CLAD CLIP WITH FASTENERS Mool W WIN CEDAR FASCIA 93'-4" -0" 45'-4" 26'-8" 19'-4" -0" 34'-0" 2'-0' ALUM. DOWNSPOUT W/ CONC. SPLASH BLOCK b SEE DETAIL 09/A-2, TYP. 6" ALUMINUM SNAP CLAD GUTTER, --\ o METAL ROOF TYP. 10'-0" A.F.F. PANELS ORul TRUSS BEARING EQUAL 4 II II - -- -- - -- -- -- - L__________ _ _ II -_ ---__--------- -- �I J G bLu P II I P6:12 II II pILL\ II 77 �1 lit Ir- -- ---- 0 ' N (D o - 0 A 1 &4 05/A-2 D I GE C9 6. 12 4 - LIL - N : _ - SLOPE 08/A-2 08/A-2 v coEQ.9' E Pn II II lu 05/A-2 cNIL m Lu II d ---- - II I 09 II II II-- II ,II - -- - -- - - - - -- - -- - - - -- - -- - -- -- ------------ II - -- - - -- --- �I-- ----- -- II it II ALUM. DOWNSPOUT W/cl NOTE: CONC, SPLASH BLOCK SEE DETAIL 09/A-2, TYP. 0'I 1. STANDING SEAM METAL ROOF OVER SELF ADHEARING io o ¢ MODIFIED BITUMEN ON 5/8" COX PLYWOOD SHEATHING. b o EQUAL T "SNAP- 4 " W/ Q 0 CLAD 2 GAX16 GALVALUME - PLUS - - -- - -- - -- - -- - -- - -- - - - - - - - - MFR.BYPETERSONALUMINUM -- - -- -- - -- - -- - -- - -- -- - -- - -- - -- o o- b 2.SELF ADHEARING MODIFIED BITUMEN EQUAL TO 9 POLYGLASS POLYSTICK 1 33'_6- 6"ALUMINUM 1 52 '_0 _0, GUTTER, TYP. 55'-4" 34'-0" -0. 131'-4" SEALANT AT VERTICAL LEG & UNDER "Z" CLOSURE PA-101 RIDGE/HIP- FLASHING 3/4" TURN -UP - PEEL & STICK SNAP -CLAD CLIP WITH FASTENERS CLOSURE POP RIVET AS REQUIRED TO FLUSH THE LAP OF THE RIDGE/HIP FLASHING PLYWD. DECKING SNAP -CLAD PANEL 03 TYPICAL RIDGE DETAIL SCALE: 3" =1'-0" PA-115 VALLEY FLASHING SNAP -CLAD PANEL SNAP -CLAD CLIP WITH FASTENERS SEALANT "Z" RETAINER STRIP PRE-ENG'D.WOOD ROOF TRUSS SYSTEM TYP. RAKE DETAIL 04 SCALE: "= V-0" MINIMUM CLEARANCE FROM PANEL ENDS TO VALLEY DIVERTER IS 6" MINIMUM EACH SIDE OF VALLEY. MAY REQUIRE MORE CLEARANCE ON LONGER VALLEY RUNS. PEEL & STICK UNDERLAYMENT 5/8" PLYWD. DECKING VALLEY DETAIL SCALE: 3" = V-0" DORMITORY BUILDING R" Al IIMINI IM N ROOF PLAN SCALE:1/8" = V-0" ALUM. DOWNSPOUT W/ GUTTER, N CONC. SPLASH BLOCK TYP. 38'-0.. ¢-, SEE DETAIL 09/A-2, TYP. 0 0" 36-0" 1'-0' El II II N II II II II II ILI I II II II O61A-2 II N I II M o I 0 o II ID E II c 60 IN � N O II II ILI II II I N 06/A-2 — -- - II I — -- — -- -- -- — 03 -2 � — --- -- — -- — — -- o i 6:12 a 6:12 cN14 SLOPE SLOPE _ _❑ b C N SNAP CLAD N 9'-4"A.F.F. METAL ROOF TRUSS BEARING PANELS OR -0' 0 25'-4" EQUAL 2'-0" 8'-8" 2'-W 02 ACCESSORY GARAGE ROOF PLAN SCALE: 114" V-0" U o in N 00 o �co (n ('M W LL (0 00 00 V C) Z o � N W Q Q Q w w f ll Q co U O O L- Q U m o O L U Q Z _0 Q z _> d' m >` wLl M 0 Z N Al � co_ Y co U) W 0 Q co 0 U- o� _ ry 43 _( L) z 0 � _0 rye// I J_ Q U- _(10 _0 rvr/J'� vJ L A," !p N�.Y_�RF2:. AR9552588 q; U ..� PROJECT # 17-093.( DATE 10-26-201 REV # DAT 1 PLAN REVIEW COMMEI 2-6. SHEET # A'2 COPYRIGHT 201 061A-3.1 TYP. I12 ;jjj 2T-0" A4HT 5 BEARI 8 A I 11 6 I 5 12 Q 6 51-.1 9 8 11 9 1RING A-0" A.F.F� BEAM T. 8 11 8 8 FIN, FLOOR 15 3 2 8 13 1 4 15 2 13 3 8 2 13 4 7 2 4 1 4 2 13 7 4 1 SOUTH ELEVATION DORMITORY BUILDING SCALE: 1/8" = V-0" 5 12 6� �_2'N"" A.F.F� BEARY ING HT. 8 6 5 I 12 6� - 0 BEARING 9 9 8 11 a� >r ! Illllu�l IIII IIIII � I�'�I �I 1 1 � IIIIIIIIIIIIIIIIIIIII 1111111111l�' 'I!I!I!I!I!lelelel! �L!elel•-IeI_I_i!P 99!mP!aRr_r_r. r .. RUM FoE DORMITORY BUILDING M 8 5 2 13 2 13 12 L WEST ELEVATION SCALE:1/8" = V-0" GED CUPOLA ELEVATION DORMITORY BUILDING SCALE: 1/2" = V-0" 12 Q 6 15 41 DORMITORY BUILDING O GED COLUMN ELEVATION DORMITORY BUILDING SCALE: 1/2" = V-0" DORMITORY BUILDING NORTH ELEVATION SCALE:1/8" =1'-0" EAST ELEVATION SCALE:1/8" = V-0" 10' BEARING HT. 0�-0" A.F�.F,_� FIN. FLOOR Y 10'-0' A.F.F. BEARD 0'-0'. A_._F_.F,. FIN. FLOOR P MATERIAL LEGEND 1❑ IMPACT RATED DOOR 10 IMPACT RATED STEEL GARAGE DOOR �2 IMPACT RATED WINDOW 11_11 WALL MOUNTED LIGHT FIXTURE ❑3 SMOOTH STUCCO FINISH 12 POOL GATE ® COLUMN 13 FIXED VINYL SHUTTER STANDING SEAM METAL ROOF 14 PRE -FINISHED ALUMNUM GRID W/ 11--1/2" OFFSETS © HARDIE-PLANK SIDING 15 ❑ PRE -FINISHED ALUMINUM DOWNSPOUT 36" HPRE-FINISHED ALUMINUM RAILING WITH CONCRETE SPLASH BLOCK 48" H PRE -FINISHED ALUMINUM PICKET ® RAISED STUCCO BAND 16 FENCE (AT POOL) �9 CONCRETE BEAM 17 PRE -FINISHED ALUMINUM GUTTER KEY PLAN 02 N NOT TO SCALE V Lo 'U) N 00 ® c cal o Q Iri)o Z -� C� N w Q rn ai Q 0� 0� CD Z 0 U 00 s� 0 m Q o 0 (- ca U J Q Z 0 I- > Z N m `'I" I �7 cM Z 04 (� U) ui 0 i I— U) -0 0 > Q O LL Z E -tt Q (� LL _0 EP FNgR vD. 70;415258/ Ci sTEReo ARG�� PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENI P-6-11 SHEET # A V . COPYRIGHT 1 201E 0B'-A_ARGH. F 0'-0" A.F.F..F.F FIN. FLOOR LOOR W WE h 9'-4"A.F.F. BEARING 14 191 15 141 min 6 1 1� Llu3 j L - Ll111iLtj u8 , u1 4 02 SOUTH ELEVATION ACCESSORY GARAGE SCALE 1/4"=V-0" 6 12 �6 -- 9'-4" A.F.FA.F.F. ---- — BEgRINGH� 8 8 15 A.F.f-0" .F.. FIN. FLOORV 3 B 2 13 04 EAST ELEVATION ACCESSORY GARAGE SCALE: 1/4"=1'-0" 131 5 N I II II II II I ENLARGED SECTION ACCESSORY GARAGE SCALE: 314" = 14" L I 05/A3.2 h 9' 4" A.F.F. �F BEARING HT. 0'-0" A.F.F. FINV FLOOR 01 ACCESSORY GARAGE WEST ELEVATION SCALE:114" =1'-0" 03 NORTH ELEVATION ACCESSORY GARAGE MATERIAL LEGEND �I 1❑ IMPACT RATED DOOR 10 IMPACT RATED STEEL GARAGE DOOR �2 IMPACT RATED WINDOW 11 WALL MOUNTED LIGHT FIXTURE �3 SMOOTH STUCCO FINISH 12 POOL GATE ® COLUMN 13 FIXED VINYL SHUTTER �5 STANDING SEAM METAL ROOF 14 1"X1" RAISED DECORATIVE PRE -FINISHED ALUMINUM GRID W/ 1-1/2" OFFSETS © HARDIE-PLANK SIDING 15 PRE -FINISHED ALUMINUM DOWNSPOUT �7 36" H PRE -FINISHED ALUMINUM RAILING WITH CONCRETE SPLASH BLOCK ® RAISED STUCCO BAND 16 ALUMINUM PICKET FENCE (AT POOL) �9 CONCRETE BEAM 17 PRE -FINISHED ALUMINUM GUTTER SCALE: 1/4" = V-0" KEY PLAN 9'-4� BEARING HT. F-4" A.F.F. BEARING HT. 0'-0" A.F.F. FIN. FLOOR N NOT TO SCALE V IBC) P (D 00 co Tn co 00 � N CD Q Z P U � 0 Qi Q w W CO Ur Q Lo U 00 O 0 a� L U J Q z 0 f -- z > m dam' � L_ W d' M z Nix � �C RS U) W w — \0. _ ,< O ILL IL c .� Z O 0. ` _co IL _0 �v� ^) vJ PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE A SHEET # A-3.2 COPYRIGHT 2018 05/A-5 04/A-5 12 16� 10'-0" A F.F. BEARI I I I °'—IFIN. FLOOR I . SECTION DORMITORY BUILDING) SCALE: 1/8"=l'-0" ACCESSORY GARAGE SECTION SCALE:1/4" = V-0" 04/A-5 OPP-5 OPP i I G)//.Sl 0111 A.F.F 02/A02/A-5 I 9 12 6F7' III 08IA-5 0 9'-4" A.F.F. Y BEARING HL b 0'-0" A.F.F. 4 FlFIN. FLOOR SUSPENDED GWB CEILING BELOW FIRE RATED CORRIDOR CEILING �1 HOUR FIRE RATED ® 0 CEILING (REFER TOO LIFE SAFETY PLAN) DORMITORY BUILDING 1 HOUR FIRE RATED WALL (REFER TO LIFE SAFETY PLAN) SECTION SCALE:118" = V-0" — — — J L 03/A-5 I I L 03 SECTION ACCESSORY GARAGE SCALE: 1/4" = V-0" 05 _ ACCESSORY GARAGE SECTION SCALE:1/4" =1'4' I 0'-0" A.F.F. FIN. FLOOR — — -i 10'-0" A.F.F. BEARING HT. 20 I 00'-0.. A_.FF F. $ FIN. FLOOR U C3 Fw - rl- 00 ® co + co co 00 -J > 00 00 a� N Q - z p (n O CO U N wQ Qi Q of 0_ (O ¢ i z U L °m Q CD (D U Z _O cy) w cM z co -a Un W 06 �- 0 I- U) 0 > = QLL cD _ cr a� L �L♦ W Z ® 0- W M LL O U U) 2 �.•• R /gy2. �ti �� .4, PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE PLAN REVIEW COMMENT 2-6-19 Z� SHEET # A-4 COPYRIGHT 2018 9' 4' A.F.F. BY' EARING HT, " A.F�F. Y FLOOR U 08 ACCESSORY GARAGE SECTION SCALE 3/4" =1'4' GARAGE VARHT. DO" A.F.F. FFR 07 7.1 9.15 9.13 9.5 t�■ 9.13 13.3 9.13 9.1 sxl 9.14 9.8 2.1 ACCESSORY GARAGE 3.3 6.6 6.3 ECTION SCALE: 3/4" =1'4' DORMITORY BUILDING g6.1 78 7.1 �10'-0" A.F.F. 7.3 r' BEARING HT. 6.3 OE m MINE 9.13 2.2 io S CTION SCALE: 3/4" = V-0" NOTE: SEE STRUCTURAL DRAWINGS FOR DETAILS, CONNECTIONS, NOTES & SCHEDULES 8'-8".F.F. B.OA Y- BEAM 0,-0"A.F.F. FIN. FLOOR DORMITORY BUILDING SECTION SCALE. 3/4"=,'-D" DORMITORY BUILDING SECTION SCALE. 314" = V-0" ld, 10'-V A.F.F. 7T BEARING HT. 4� B.O. BEAM V-0" A.F.F. FIN. FLOOR DORMITORY BUILDING SECTION SCALE: 3/4" = V-0" SECTION SCALE: 3/4" = I'4' h 11'4'A.F.F. B.OB.0. T 10'-0"A.F.F. V BEARING HT. j 0'-0" A.F.F. FINS DORMITORY BUILDING 2.1. TERMITE TREATED COMPACTED SOIL 2.2. APPROXIMATE LINE OF GRADE (SEE CIVIL DRAWINGS) 2.3. LANDSCAPING 3.1. CAST IN PLACE CONCRETE FOUNDATION (REFER TO STRUCTURAL OWGS.) 3.2. CONCRETE SLAB ON GRADE (REFER TO STRUCTURAL DWGS.) 3.3. CAST IN PLACE CONCRETE BEAM(REFER TO STRUCTURAL DWGS.) 4.1. CMU WALL (REFER TO STRUCTURAL DWGS.) 5.1. AB" METAL STUDS @ 16" O.C. 5.2. %" METAL STUDS 6.1 PRE-ENGINEERED WOOD TRUSSES 6.2 EXTERIOR GRADE PLYWOOD SHEATHING (REFER TO STRUCTURAL) 6.3 P.T WOOD SUB FASCIA 6.4 2X8 FASCIA 6.5 WOOD STUD (REFER TO STRUCTURAL DWGS.) 6.6 WOOD BLOCKING AS REQUIRED 7.1. SNAP CLAD STANDING SEAM METAL ROOF SYSTEM OVER SELF ADHERED ROOF MEMBRANE 7.2. PRE -FINISHED ALUMINUM METAL FLASHING 7.3. PRE -FINISHED ALUMINUM DRIP FLASHING 7.4. R-30 BATT INSULATION 7.5. FOUNDATION WALL WATERPROOFING 7.6. 10 MIL VAPOR BARRIER ON COMPACT SOIL MINIMUM SURFACE -BURNING CHARACTERISTICS (FBC 2603.3) QN QAIE PAOTEQTED AGAINST IGNITION (FBC 2603.4.1.6) 7.10. 6" PRE -FINISHED ALUMINUM GUTTER 8.1. PRE -FINISHED ALUMINUM IMPACT RATED DOOR (SEE DOOR SCHEDULE) 8.2. STEEL DOOR AND FRAME 9.1. SMOOTH STUCCO FINISH 9.2• . GYPSUM BOARD FASTENED TO WOOD FRAMING 9.3. STUCCO CONTROL JOINT 9A. MARBLE SILL 9.5. HARDIE PLANK SIDING OVER 30# BUILDING PAPER. 9.6. SUSPENDED ACOUSTICAL TILE WITH SUSPENDED CEILING GRID SYSTEM 9.7. 4" SOUND INSULATION 9.8. FLOORING (SEE FINISH SCHEDULE) 9.9. BASE AS SCHEDULED 9.10. WATERPROOFING COATING (SEE PAINT SPECIFICATIONS) 9.11. TOOLED DRIP EDGE 9.12. 1X2 FURRING 9.13. RAISED STUCCO SMOOTH FINISH 9.14. PAINTED CMU WALL (SEE FINISH SCHEDULE) 9.15. 618" STUCCO SOFFIT ON HIGH -RIB MTL LATH. 9.16. 5/8" FIBERGLASS WATER RESISTANT GYPSUM PANEL SHEATHING EQUAL TO DENSGLASS GOLD MFG BY GEORGIA PACIFIC OVER PAPER BACKED METAL LATH ON 5/8" SMOOTH STUCCO FINISH. (REFER TO STRUCTURAL DWGS. FOR ATTACHMENT) 9.17. HARDIE BOARD TRIM 16.1 LIGHT FIXTURES SECTION SCALE: 3/4" = V-0" U O L0 'cn N F 00 Cn LL1 CO LL- 00 N O Q Z r {� � O Q ry 0' CD +-+ Q 0 Q Lo U i U m Q O O CD U J Z 0 z m L W � M Q r N co � M ��Z// V) W t_d��x -_ L U) MIIn 0 N Li- -N z E Q M LL 0 `U) vcJ G PN D. C R �; l AR9t558 L,�V PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2-6-19 SHEET # A-5 COPYRIGHT 2018 Hardware Group No. 01 - Exterior Provide each PR door(s) with the following: Qty Description Catalog Number 6 EA HINGE 5BB1 4.5 X 4.5 NRP 1 EA PANIC HARDWARE 9947-NL-OP-110MD 1 EA RIM CYLINDER 20-057 2 EA SURFACE CLOSER 4040XP EDA Hurricane code compliant opening. Balance of hardware by storefront manufacturer. Operational Description 20-057 - FSIC Conventional, 6 Pin Self -Closing Hardware Group No. 02 - Exterior Door 111-1 needs to be an out -swinging door for NOA purposes Provide each SGL door(s) with the following: Qty Description Catalog Number 3 EA HINGE 5BB1 4.5 X 4.5 NRP 1 EA PANIC HARDWARE 9947-NL-OP-11OMD 1 EA RIM CYLINDER 20-057 1 EA SURFACE CLOSER 4040XP EDA Hurricane code compliant opening. Balance of hardware by storefront manufacturer. Operational Description 20-057 - FSIC Conventional, 6 Pin Self -Closing Hardware Group No. 03 - Exterior Provide each SGL door(s) with the following Finish 630 626 626 689 Finish 630 626 626 689 Qty Description Catalog Number Finish 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 1 EA HOSPITAL PRIVACY ND44S ATH 626 1 EA SURFACE CLOSER 4040XP EDA 689 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 1 EA RAIN DRIP 142AA AA 1 EA GASKETING 8303AA-S 36 X 84" (914 X 2134MM) AA 1 EA DOOR SWEEP 8197AA 36" (914MM) AA 1 EA THRESHOLD 566A-223-36" (914MM) A Hurricane code compliant opening. Hardware as scheduled per Schlage Lock NOA #17-0426.02 Mfr IVE VON SCH LCN Mfr IVE VON SCH LCN Operational Description Push-button locking. Unlocked from outside by turning emergency turn -button. Turning inside lever or closing door releases button. Inside lever is always free for immediate egress. Self -Closing Rain Drip Utility Threshold,UL,Handicap,Smoke Hardware Group No. 04 - Exterior Provide each SGL door(s) with the following: Mfr IVE SCH LCN IVE ZER ZER ZER ZER Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA ENTRANCE LOCK ND53PD ATH 626 SCH 1 EA SURFACE CLOSER 4040XP EDA 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142AA AA ZER 1 EA GASKETING 8303AA-S 36 X 84" (914 X 2134MM) AA ZER 1 EA DOOR SWEEP 8197AA 36" (914MM) AA ZER 1 EA THRESHOLD 566A-223-36" (914MM) A ZER Hurricane code compliant opening. Hardware as scheduled per Schlage Lock NOA #17-0426.02 Operational Description Turn/push-button locking; pushing and turning button locks outside lever, requiring use of key until button is manually unlocked. Pushbutton locking; pushing button locks outside lever until unlocked by key or by turning inside lever. Inside lever is alwa Self -Closing Rain Drip Utility Threshold, UL,Handicap,Smoke Hardware Group No. 05 - Meeting Room Provide each PR door(s) with the following: Qty Description Catalog Number Finish Mfr 6 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA FIRE EXIT HARDWARE 9927-EO-F 626 VON 1 EA FIRE EXIT HARDWARE 9927-L-F-06 626 VON 1 EA RIM CYLINDER 20-057 626 SCH 2 EA SURFACE CLOSER 4031 REG OR PA AS REQ TBWMS 689 LCN 2 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 2 EA FIRE/LIFE WALL MAG SEM7850 689 LCN 1 EA GASKETING 188SBK 20FT PSA BK ZER Wall magnets must be tied into the fire alarm system. Operational Description Free Egress at all times. Pressing Push Bar retracts latchbolts Free Egress at all times. Pressing Push Bar retracts latchbolts 20-057 - FSIC Conventional, 6 Pin Surface Mount, Non Handed, Universal, Mechanical Closer, Mount as Required, REG or PA as REQ, Metal Cover, Thru-Bolt, Wood & Machine Screws Hardware Group No. 06 - Storage Provide each PR door(s) with the following: City Description Catalog Number Finish Mfr 6 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 2 EA MANUAL FLUSH BOLT FB458 626 IVE 1 EA STOREROOM LOCK ND80PD ATH 626 SCH 2 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 2 EA SILENCER SR64 GRY IVE Operational Description Outside lever fixed. Entrance by key only. Inside lever always unlocked. Inside lever is always free for immediate egress. aware Group No. 07 - Rated-Restroom,Bunk, Laundry ride each SGL door(s) with the following: / Description Catalog Number Finish 3 EA HINGE 5BB1 4.5 X 4.5 652 1 EA PASSAGE SET ND10S ATH 626 1 EA SURFACE CLOSER 4031 REG OR PA AS REQ TBWMS 689 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 1 EA WALL STOP WS4061407CVX 630 1 EA GASKETING 188SBK 17FT PSA BK rational Description sage Set Cylindrical ace Mount, Non Handed, Universal, Mechanical Closer, Mount as Required, REG or PA as REQ al Cover, Thru-Bolt, Wood & Machine Screws aware Group No. 08 - Laundry,Closet,Bunk Rooms ride each SGL door(s) with the following: / Description Catalog Number Finish 3 EA HINGE 5BB1 4.5 X 4.5 652 1 EA PASSAGE SET ND10S ATH 626 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 3 EA SILENCER SR64 GRY gyrational Description sage Set Cylindrical aware Group No. 09 - Laundry,Great Room ride each SGL door(s) with the following: Mfr IVE SCH LCN IVE IVE ZER Mfr IVE SCH IVE IVE / Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S ATH 626 SCH 1 EA SURFACE CLOSER 4031 REG OR PA AS REQ TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 3 EA SILENCER SR64 GRY IVE rational Description sage Set Cylindrical ace Mount, Non Handed, Universal, Mechanical Closer, Mount as Required, REG or PA as REQ, al Cover, Thru-Bolt, Wood & Machine Screws aware Group No. 10 -Bedroom, Bathroom ride each SGL door(s) with the following: / Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA HOSPITAL PRIVACY ND44S ATH 626 SCH 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 3 EA SILENCER SR64 GRY IVE rational Description h-button locking. Unlocked from outside by turning emergency tum-button. Turning inside lever or ing door releases button. Inside lever is always free for immediate egress. ardware Group No. 11 - Workshop rovide each SGL door(s) with the following Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA ENTRANCE LOCK ND53PD ATH 626 SCH 1 EA SURFACE CLOSER 4031 REG OR PA AS REQ TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188SBK 17FT PSA BK ZER )perational Description urn/push-button locking; pushing and turning button locks outside lever, requiring use of key until button ; manually unlocked. Pushbutton locking; pushing button locks outside lever until unlocked by key or by iming inside lever. Inside lever is alwa lurface Mount, Non Handed, Universal, Mechanical Closer, Mount as Required, REG or PA as REQ, Aetai Cover, Thru-Bolt, Wood & Machine Screws lardware Group No. 12 - Rated -Game Room,Kitchen 'rovide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70PD ATH 626 SCH 1 EA SURFACE CLOSER 4031 REG OR PA AS REQ TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188SBK 17FT PSA BK ZER )perational Description )utside lever locked and unlocked by key. Inside lever always unlocked. Inside lever is always free for nmediate egress. lurface Mount, Non Handed, Universal, Mechanical Closer, Mount as Required, REG or PA as REQ, Aetal Cover, Thru-Bolt, Wood & Machine Screws lardware Group No. 13 - Rated-Janitor,Elec.Closet,Pantry 'rovide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK ND80PD ATH 626 SCH 1 EA SURFACE CLOSER 4031 REG OR PA AS REQ TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188SBK 17FT PSA BK ZER )perational Description )utside lever fixed. Entrance by key only. Inside lever always unlocked. Inside lever is always free for nmediate egress. lurface Mount, Non Handed, Universal, Mechanical Closer, Mount as Required, REG or PA as REQ, Aetal Cover, Thru-Bolt, Wood & Machine Screws -e Group No. 14 - Closet each BF door(s) with the following: hardware by door manufacturer Hardware Group No. 15 - Exterior -Pool Gate Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 2 EA SPRING HINGE 3SP1 4.5 X 4.5 630 IVE Balance of hardware by gate manufacturer. Operational Description 3 Knuckle Spring Full Mortise Hinge Standard Weight 4.5"x4.5" 630 Hardware Group No, 16 - Exterior -Workshop Provide each SGL door(s) with the following Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA ENTRANCE LOCK ND53PD ATH 626 SCH 1 EA SURFACE CLOSER 4040XP EDA 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 8303AA-S 36 X 84" (914 X 2134MM) AA ZER 1 EA DOOR SWEEP 8197AA 36" (914MM) AA ZER 1 EA THRESHOLD 566A-223-36" (914MM) A ZER All hardware by door manufacturer Operational Description Turn/push-button locking; pushing and turning button locks outside lever, requiring use of key until button is manually unlocked. Pushbutton locking; pushing button locks outside lever until unlocked by key or by turning inside lever. Inside lever is always unlocked. Self -Closing Utility Threshold, UL,Handicap,Smoke DORMITORY BUILDING DOOR SCHEDULE DOOR REMARKS DOOR NUMBER SIZE MATT TYPE MAT'L JAMB DEPTH DETAILS FIRE RATING HDWR HEAD I JAMB SILL 000-1 4'-0" x 4'-0" H 15 PROVIDE SELF -LATCHING LOCKING DEVICE 003-1 4'-0" x 4'-0" H 15 PROVIDE SELF -LATCHING LOCKING DEVICE 100-1 (2) T-On x T-0" x 13/4" AUGL B AL 051A-6.1 061A-6.1 071A-6.1 01 100-2 (2) T-0" x T-0" x 13/4' AUGL B AL 05/A-6.1 06/A-6.1 07/A-0.1 01 100-3 3'-0" x 7 4' x 1 34' AUGL C AL 05/A-6.1 061A-6.1 07/A-6.1 02 1004 (2) T-0" x T-O" x 13/4" WD G WD 02/A-6.1 031A-6.1 04/A-6.1 20-MIN 05 MAGNETIC HOLD OPEN TIED TO FIRE ALARM I OOA-1 (2) T-O" x T-O" x 13/4" WD G WD 02/A-0.1 03/A-6.1 04/AE.1 06 10OA-2 (2) T-0" x T-O" x 13/4" WD G WD 02/A-6.1 031A-6.1 04/A-0.1 06 100E-1 T-O" x T-O" x 13/4" WD G WD 021AE.1 03/A-6.1 041A-6.1 08 101-1 T-O" x 7'-0" x 1 39' AUGL C AL - 05/A-0.1 06/A-6.1 071A-6.1 02 102-1 3'4' x T-0" x 13/4" WD G WD - 02/A-6.1 031A-6.1 041A-6.1 20-MIN 13 103-1 T-W x T-0" x 13/4" WD G WD - 021A-6.1 031A-6.1 04/A-6.1 20-MIN 13 104-1 T-0" x T-O" x 13/4" WD D WD - 021A-0.1 031A-6.1 041A-6.1 20-MIN 12 DOOR Wl SIDELITE 105-1 T-O" x 7'-0" x 13/4" WD G WD - 02/A-0.1 031A-6.1 041A-0.1 20-MIN 07 105-2 T-O" x T-O" x 1 314" WD G WD 02/A-0.1 03/A-6.1 04/A-6.1 08 109-1 T-0" x T-0" x 13/4" WD G WD 021A-6.1 03/A-6A 04/A-6.1 20-MIN 07 110A T-V x 7'-0" x 13K' AUGL C AL 05/A-6.1 061A-6.1 07/A-6.1 02 111-1 T-0" x T-0" x 13/4" AUGL E AL 05/A-6.1 SIM 06/A-6.1 SIM 07/A-6.1 SIM 02 112-1 Z-10" x T-O" x 1 3/4" WD G WD 021A-6.1 03/A-6.1 04/A-6.1 10 112A-1 (2) 2'-0" x 7'-0" x 13141. WD F WD 08/A-6.1 09A-6.1 14 BI-FOLD 113-1 2A 0" x T-O" x 13/4" WD G WD 02/AE.1 03/A-6.1 041A-6.1 10 113A-1 T-O" x T-0" x 13/4" WD F WD 08/A-6.1 09A-6.1 14 BI-FOLD 114-1 2'-6" x T-0" x 13/4" WD F WD 081A-6.1 09A-0.1 14 BI-FOLD 115-1 T-O" x T-O" x 13/4" WD F WD OBIA-6.1 09A-6.1 14 BI-FOLD 116-1 2'-10" x T-0" x 13/4" WD G WD I 021A-6.1 03/A-6.1 04/A-6.1 10 117-1 T-O" x T-O" x 13/4" WD G WD 021A-6.1 031A-6.1 04/A 6.1 20-MIN 11 117-2 2'-6" x 7'-0" x 13/4" WD G WD 02/A-6.1 03/A-6.1 041A-6.1 09 118-1 T-Vp x 7'-0" x 13/4" MTL E MTL 06W6.1 SIM 07/A-6.1 SIM 03 119-1 T-O" x T-O" x 13/4" WD D WD 03/A-6.1 04W6.1 20-MIN 07 DOOR W/ SIDELITE 119A-1 V-0" x T-0" x 13/4' WD G WD 03IA-6.1 041A-6.1 08 119E-1 2'-0" x T-O" x 13/4" WD G WD 031A-6.1 902/A-6.103/A-6.1 04/A-6.1 13 120.1 T-O" x T-0" x 13/4" WD G WD 031A-6.1 04/A-6.1 20-MIN 12 121-1 V-0" x T-0" x 13/4" WD G WD 03/A-6.1 041A-6.1 NWIN 04 121-2 T-0" x T-0" x 1314" WD G WD 03/A-6.1 04/AE.1 11 125-1 3'-0" x T-0" x 1 314" WD G WD 02/A-0.1 031A-6.1 04/A-6.1 20-MIN 16 126-1 V-0" x 7'-0" x 1 3/4" WD G WD 021A-0.1 03/A-6.1 04/A-6.1 20-MIN 16 ACCESSORY GARAGE - DOOR SCHEDULE DOOR FRAME REMARKS DOOR NUMBER SIZE MAT'L TYPE MAT'L JAMB DEPTH DETAILS FIRE RATING HDWR HEAD JAMB SILL 100-1 T-O" x 6'-8" x 1 314" MTL E MTL - 05/A-6.1 SIM 06/A-0.1 SIM 071A41 SIM 100-2 T-0" x 6'-8" x 13/4" MTL G MTL - 021A-6.1 03/A-6.1 04/A-6.1 101-1 9'-0" x 6-8" STL A - I VA-6.1 12/A-6.1 13/A-6.1 101-2 1 9'-0" x 6'-8" STL A 111A-6.1 121A 6.1 13/A-0:1 DOOR NOTES: 1. REFER TO SHEET A-6.1 FOR DOOR DETAILS. 2. COORDINATE/ CONFIRM ALL DOOR TYPES & HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. U � o 0 r W F 00 ® M Q0 LU cM � LL N C) Q Z o V (0 C Q� Q 0_ ry ID =� Q UQ Lr) C_ Z U O Q DO CD U J Q z _0 Q > Cfl zLLI m �- 1. 00 Nix Pz� V) W W L F_ U) 0 0 LL -. �_!�ny V = ry a) J a_ i U- z O Q N LL _® W ) 75 A .5� RF2 . ••, AR95258 V %-r Zv- PROJECT# 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2-6-19 SHEET # A-6 COPYRIGHT 2018 a 1/4" TEMPERED ¢ o aq SEE DOOR SEE DOOR SEE DOOR SEED R SEE DOOR SEE DOOR 1'-8" 4„ 8'-8" 4" GLAZING V-4" 4" 3'4' 4" T-0„ r V-4" 4" T-0" 4" SEE DOOR SCHEDULE 4" SCHEDULE SCHEDULE SCHEDULE SCHED LE SCHEDULESCHEDULE DOOR &WINDOW NOTES: w \ w w w w "I w lug 4'-0" 15/A-6.1 '�� '' 15/A-6.1 �' 10/A-6.1 - 151A-6.1 1. DOOR & WINDOW GLAZING SHALL HAVE A MAX. SHGC OF 0.82 wJ � 0 1 0 0 ,, o J > 0 >I 0 99 I _ 4 - - Al z �� * AND A MAX. U-VALUE OF 1.25. -- w ti 0 0 0 �� E FF '- Y 2. SUBMIT SHOP DRAWINGS AND 0 o 0 0 00 0 0 0 0 0 \ < - _ - " PRODUCT APPROVAL (REFER TO FLOOR w w w w w . N ' w `" w w 0 o o 4 ¢ N M o ¢ co PLAN FOR WIND LOAD MIN REQUIREMENTS). H A LEAR*3. CONFIRM EXACT SIZES IN FIELD. BIMPACT C D E F G RATED STEEL IMPACT RATED ALUMINUM IMPACT RATED ALUMINUM SOLID CORE WOOD DOOR AND IMPACT TED WOOD BI-FOLD SOLID CORE WOOD DOOR& FRAME METAL SAFETY SELF -CLOSING & SELF -LATCHING POOL GATE IMPACT RESISTANT SINGLE -HUNG WINDOWSISTANT WITH DECORATIVE ALUMINUM SHUTTERSG FIXED WINDOW WINDOW =EMERGENCY IMPACT RESISTANT SINGLE -HUNG WINDOW GARAGE DOOR FRENCH DOOR FRENCH DOOR FRAME WITH HALF WINDOW METAL OR DOOR REMENTS. REFER TO LIFENCY WINDOW LOCATIONS 01 DOOR & WINDOW ELEVATIONS SCALE: 1/4" = 1'-0" 5/8" GWB 35/8" METAL STUDS @ GWB FINISH. SEE FINISH SCHEDULES FOR FINISHES ° LINTEL (SEE STRUCT.) n 5/8" GYPSUM BOARD 16" O.C. STUCCO FINISH FINISH - SEE FINISH ° SMOOTH UCCOFINISH ^� SCHEDULE FOR FINISHES CONT. SEALANT EXTERIOR CMU WALL 1x2 FURRING AR 16" O.C. 111111 518" GWB ON 3 518" MTL. STUDS @ IT O.C. CMU WALL lx2 FURRING AT 16" O.C. 1/4" SHIM a -- INSULATION (R=5 MIN) « INSULATION (R= SMIN.) CONT. CORNER BEAD o d ° 1 ": BI-FOLD DOOR HARDWARE TYP. WOOD TRIM (SBO) TOOLED DRIP EDGE TOOLED DRIP EDGE CONT.SEALANT & I,FGARAGE CONTINUOUS SEALANT OVERHEAD IMPACT J DOOR WI RAISED S OOTH BACKER ROD RAKED STUCCO, PROVIDE GALV. TRACK STUCCO F NISH CONT. CORNER BEAD CONT. SEALANT IMPACT RESISTANT ALUMINUM WINDOW SET IN OVERHEAD IMPACT STUCCO FINISH IMPACT RESISTANT ALUMINUM DOOR SET 1 X WOOD JAMB CONTINUOUS SEALANT - GARAGE DOOR CONT. J-BEAD IN CONTINUOUS INSTALL PER N.O.A. REQUIREMENTS DOOR -SEE DOOR SCHEDULE RAKED STUCCO, SEALANT - INSTALL PER N.O.A. REQUIREMENTS WOOD STOP CONT. PROVIDE CONT. - - SEALANT DOOR (SEE SCHEDULE) SINGLE HUNG WINDOW 14 GARAGE DOOR 11 BI-FOLD DOOR HEAD DETAIL 08 FRENCH DOOR 05 DOOR 02 SCALE:l. SCALE: 1 1/2„ = E:1. SCALE: 3„ = 1,-0„ SCALE: SCALE: 3„ = V-0„ HEAD DETAIL HEAD DETAIL HEAD DETAIL HEAD DETAIL 5/8" GWB IMPACT RESISTANT ALUMINUM WINDOW SET IN CONTINUOUS SEALANT - INSTALL PER N.O.A. IMPACT RESISTANT ALUMINUM DOOR SET IN CONTINUOUS SEALANT - INSTALL 1x2 FURRING AT 16" O.C. REQUIREMENTS PER N.O.A. REQUIREMENTS INSULATION (R=5 MIN.) 3-5/8" METAL STUDS @ RAKED STUCCO, PROVIDE CONT. SEALANT JAMB (SE STRUCT.) CONT. CORNER BEAD 5/8" GYPSUM BOARD 16" O.C. 5/8" GWB ON 3-5/8" MTL. FINISH - SEE FINISH CONT. SEALANT P.T BLOCKING AS STUDS @ 16" O.C. SCHEDULE FOR FINISHES 1/4" SHIM REQUIRED SMOOT STUCCO OVERHEAD IMPACT GARAGE DOOR WI ` FINISH c CONT.SEALANT & TYP. WOOD TRIM (SBO) GALV. TRACK o BACKER ROD a OVERHEADIMPACT X X • EXTERIOR CMU WALL GARAGE DOOR � 12� C EXTERIOR CMU WALL I 1 X WOOD JAMB CONTINUOUS SEALANT - RAKED STUCCO, PROVIDE CONT. WOOD STOP CONT. DOOR -SEE DOOR SCHEDULE SEALANT lx2 FURRING AT W O.C. INSULATION (R=5 MIN) DOOR (SEE SCHEDULE) %" GWB FINISH. SEE FINISH SCHEDULES FOR FINISHES STUCCO FINISH CONT. CORNER BEAD SINGLE HUNG WINDOW 15 GARAGE DOOR 12 BI-FOLD JAMB DETAIL 09 FRENCH DOOR 06 DOOR 03 3CALOE: 11SZALE-O 3""=A1 0" SCALE: SCALE: 3" = 1'-0" JAMB DETAIL JAMB DETAIL JAMB DETAIL JAMB DETAIL WOOD TRIM DOOR (SEE SCHEDULE) " TYP. WOOD TRIM (SBO) IMPACT RATED ALUMINUM STOREFRONT DOOR BASE & FLOORING BEYOND PER IMPACT RESISTANT CONT. SEALANT FINISH SCHEDULE ALUMINUM WINDOWSET IN CONTINUOUS SEALANT - 3I4" S RECESS / INSTALL PER N.O.A. OVERHEAD IMPACT GARAGE J REQUIREMENTS DOOR W/ GALV. TRACK 1/2" EXP kNSION JOINT 5/8'. GWB l ALUM. SILL PAN FLASHING ALUM. THRESH. SET IN FULL ACCENT STRIP RAKED STUCCO, PROVIDE Q SET IN CONT. BED OF 35/8" METAL BED OF SEALANT BOTH SIDES CONT. SEALANT SEALANT. STUDS @ 16"O.C. TO SLAB BOTTOM BAR WI d O „ PRE -CAST WINDOW SILL MARBLE SILL CYLINDER LOCK CONT. SEALANT a 1x2 FURRING AT 16" O.C. c �- t � /— ° 4 ° a STUCCO FINISH a INSULATION (R-5 MIN) 1/4" SHIM �o p n p °� CONCRETE SLAB GWB FINISH. SEE FINISH EXIST EXTERIOR WALL a SCHEDULES FOR FINISHES 1/4" TEMPERED GLAZING FRENCH DOOR 07 DOOR 04 SINGLE HUNG WINDOW 16 GARAGE DOOR 13 FIXED WINDOW 10 SCALE: 11SZALE:O' SCALE; 3„=1,_0, SCALE: 3„ = 1,-0, SCALE: 3„ = 1,-0„ SILL DETAIL THRESHOLD DETAIL HEAD, JAMB & SILL DETAIL SILL DETAIL SILL DETAIL 3 1 -0 O w r00 � 0 D (co () M lq. , N Q Q co Z 0 co Q 0i (-o c— Z U U 00 L U IYl Q CD C= It CO U Q 0 > z r/ m L W or) Z N U) � 1 co Cn W 06 >=nn Q V 2 J i a) LL z > c® C (L Of Q Im U- o vJ ) C G PROJECT # 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2-6-19 SHEET # A-6.1 COPYRIGHT 2018 SPECIFICATIONS/KEY Locations BIG COUNTRY BLUE 2066-30 EXT LOW P-4 WILUAMS AREA ATION OF THE 5.3MM THICK, V PERCENTAGES LENGTH, 100 CM THICK, 11195 i, 100CMx JADHI K)RE ALMON D N FAR IDOR FOR COLOR,USE 5.3MMTHICK, IN BUNK ROOMS, GAME LENGTH, 100CMX 100 CM X LAUNDRYROOM, 124"X19.7'(20mi1 DORMITORY BUILDING, MAINTENANCE GARAGE MEN'S & WOMEN'S BATHROOMS (NOTE: EPDXY LIVINGAREA, OFFICEACCENT )RMITORY BUILDING MEN'S WOMEN'S BATHROOMS, 10185/16"THICK, LDING CH INDIVIDAUL TILE 151"x4", ON SHEET 12" HIGH x 3 LF, USE 4" HIGH ABOVECOUNTER AS BACK SPLASH, MANAGER'S BATH -WALL- MESH BACK. 5/16" SER'S FLOORING 12X24,3/8"THICK, GHOUT EXCEPT OFFICE 3/16"GROUT101N1 & WOMEN'S 6"X3G%5/16" DOMS, POOL BATH- THICK, MIN GROUT IN DRY AREAS JOINT3/16" & WOMEN'S 1" HEX, 11.75" OOMS-FLOORIN X11.5", 1/8"GROUT 6"X6", 1/2"THICK, DUARRYTILE FOR KITCHEN 3/8"GROUTJOINI MEN'S & WOMEN'S BATHROOM WALLAND FLOORS MANAGER'S BATH BACKSPLASH MANAGER'S KITCHEN FLOOR & WALLTILE MANAGER'S BATH FLOOR & WALLTI LE, AND MAIN TILE DORMITORY BUILDING FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR WALLS CEILING CEILING HEIGHT REMARKS 001 COVERED ENTRY CONC. DECK P-1 STUCCO 10'4" 002 COVERED ENTRY CONC. DECK P-1 STUCCO 10'-0" 003 COVERED ENTRY CONC. DECK P-1 r6-- STUCCO 10'-0"004 COVERED ENTRY CONC.DECK P-1 STUCCO100 MEETING ROOM FL-1, FL-2, FL-3, FL-4 P-2 GWB 12'-0" 100A STORAGE ROOM FLA, FL-2, FL-3, FL-4 P-2 GWB 1014" 100E CLOSET FLA, FL-2, FL-3, FL4 P-2 6" WD GWB 10'-0" 101 CORRIDOR FL-5 P-2 T WD GWB 9'-01. I D & I 1 102 JANITOR'S CLOSET FL-5 P-2 6" WD GWB 10'-0" PROVIDE TILE AT MOP SINK PER DETAIL 10/A-1.1 103 ELECTRICAL CLOSET FL-5 P-2 6" WD GWB 10'4" 104 GAME ROOM FL-3 P-2 6" WD GWB 10'41 105 VESTIBULE TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB 10'-0" 106 LAVATORY TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB 10'-0"=NOTE5 107 MEN'S SHOWER TL-2 WOOD, P-3, TL-6 & TL-7 6"WD GWB 10'-0"FULL HT. TILE IN 108 MEN'S RESTROOM TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB 10'-0" SEE NOTE 5 109 MEN'S BUNK FL-3 P-2 6" WD GWB 10'-0" 110 CORRIDOR FL-5 P-2 6" WD GWB 9'-0" 1-HR FIRE RATED WALLS & CEILING 111 GREAT ROOM TL-5 P-4 TWO GWB 10'4" 112 BEDROOM TL-5 P-4 6" WD GWB W-0" 112A CLOSET TL-5 P-4 6" WD GWB 10'-0" 113 MASTER BEDROOM TL-5 P-4 6" WD GWB 10'-0" 113A CLOSET TL-5 P-4 6" WD GWB 10'-0" 114 CLOSET TL-5 P-4 6" WD GWB 10'-0" 115 CLOSET TL-5 P-4 6" WD GWB 10'-0" 1 116 BATHROOM TL-5 P-6, TL-3 & TL-4 6" WD GWB 10'-0" FULL HT. TILE IN SHOWER, SEE NOTE 5 117 OFFICE FL-3 P-4 & P-5 6" WD GWB 10'-0" 118 RESTROOM P-4 TL-2 & TL-6 TILE GWB 10'-0" 119 LAUNDRY FL-5 P-2 Vi GWB 10'-0" 119A CLOSET P-4 P-2 6" WD GWB 10'4" 119B CLOSET P-4 P-2 6" WD GWB 10'4" 120 WOMEN'S BUNK FL-3 P-2 6" WD GWB 10'-0" 121 VESTIBULE TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB 10'-0" 122 WOMEN'S RESTROOM TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB 10'-0" SEE NOTE 5 123 LAVATORY TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB 10'-0" SEE NOTE 5 1 124 WOMEN'S SHOWER TL-2 WOOD, P-3, TL-6 & TL-7 6" WD GWB `IV-V FULL HT. TILE IN SHOWER, SEE NOTE 5 125 PANTRY TL-8 TL-1 TILE GWB 10'-0" MU S I R D SLOPE TO DRAIN 126 KITCHEN TL-8 TL-1 TILE GWB 10'4' MUD SET TILE IN 3" RECESSED SLAB & SLOPE TO DRAIN REMARKS =ALLOTHER YOWNER 1 RTWEEN KITCHEN EQUIPMENT SCHEDULE QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER 1 REFRIGERATOR, REACH -IN BEVERAGE -AIR HR2-lS T 1 FREEZER,REACH-IN BEVERAGE -AIR HF1-lS 1 SINK, HAND WITH SOAP DISPENSER EAGLE GROUPIMETAL MASTERS HSA-10-FDP 1 WAREWASHER,UNDERCOUNTER CHAMPION INDUSTRIES UH130B 05 1 DISHTABLE,'L' SHAPE EAGLE GROUPIMETAL MASTERS CDTCR-84-14/3 06 1 WORK TABLE EAGLE GROUP/METAL MASTERS T4872E 07 1 STAND, EQUIPMENT EAGLE GROUPIMETAL MASTERS T3024GS 08 1 RANGE, RESTAURANT, ELECTRIC VULCAN EV60SS-6FP24G240 09 1 HOOD, FAN, MAKE UP AIR STM. CAPTIVE AIRE CLASS I NSF, NFPA 9.1 1 HOOD FIRE PROTECTION HOOD ANSUL SYSTEM ANSUL 10 1 WORKTABLE EAGLE GROUPIMETAL MASTERS T3048SE-BS 10.1 1 SINK, DROP -IN EAGLE GROUPIMETAL MASTERS SR16-19-8-1 10.2 1 DISHTABLE, ACCESSORY EAGLE GROUP/METAL MASTERS 606434 10.3 1 DISHTABLE, ACCESSORY EAGLE GROUP/METAL MASTERS 606301 10.4 1 FAUCET, DECK MOUNT T & S BRASS B-0221 10.5 1 PRE -RINSE FAUCET, WALL MOUNT T & S BRASS B-0133-B 11 1 TOASTER, CONVEYOR HATCO TQ-10 12 1 OVEN, MICROWAVE PANASONIC NE-1064 13 1 COFFEE MAKER, AIRPOT, AUTOMATIC BUNN-O-MATIC 23001,0094 INM 14 1 ICE MAKER WI BIN SCOTSMAN CU0415MA-1 15 1 WORK TABLE EAGLE GROUP/METAL MASTERS T2448GTE-BS 15.1 1 SINK, DROP -IN EAGLE GROUP/METAL MASTERS SR10-14-9.5-1 16 1 REFRIGERATOR, UNDERCOUNTER BEVERAGE -AIR UCR20Y 17 1 SINK, SCULLERY, 3 COMPARTMENTS EAGLE GROUP/METAL MASTERS 314-16-3-18 17.1 1 FAUCET, WALL MOUNT T & S BRASS B-0231 18 1 30" SHELVING UNIT, STARTER, METAL, WIRE EAGLE GROUPIMETAL MASTERS A4.63-1830S 19 1 42"SHELVING UNIT, STARTER, METAL, WIRE EAGLE GROUP/METAL MASTERS A4-63.1842S 20 1 48" SHELVING UNIT, STARTER, METAL, WIRE EAGLE GROUPIMETAL MASTERS A4.63-1848S 21 1 WORK TABLE EAGLE GROUP/METAL MASTERS T2448E-BS 22 1 WALL SHELVES EAGLE GROUP/METAL MASTERS � I I L 171 03 05 FE-K, �'FD , �_-' L/ � _J 04 07 SLOP TO 22 U I 'I II F D 20 V 09 11 124 PANTRY ` 1�5 13 -ATtHEN 14 5 1� 10 10.1 21 0 10.2 10.3 19 10.4 10.5 5 N RGED EQUIPMENT PLAN DORMITORY BUILDING SCALE, 1/4" - V-0" U O CV W F- Oo ® co W n �i (O 00 Q LL. 00 "i z U � N � W Q rn r- ryry'' Q Q� 13� Q0 z C) (> 00 (> m Q O CD d- L U Z O Q�' ry W m 0-) � _ W M O 0 �� ^ v/ W 06 - _ -7 > T Q ® LL I 2 a) LL z E ry Q Im I - 0 vJ G PROJECT# 17-093.02 DATE 10-26-2018 REV # DATE 1 PLAN REVIEW COMMENT 2.6-19 SHEET # A-6a2 COPYRIGHT 2018 !� 1 E 4 / � io - o A B eQ _ _ iV 9'-4" 11'-0" I A 5'-10" CASEWORK ELEVATION 06 CASEWORK ELEVATION 05 CASEWORK ELEVATION 04 CASEWORK ELEVATION 03 SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0" 1/4" = 1'-01, 1/4" = 1'-01, 1/4" = 1'-0" BACKS P. LAM. COUNT FIN 3/4" PLY I.7 To]a CONT. 2 MILLEI 0 <V FINISHED CASEWORK DETAIL 10 SCALE: 1 1/2" = 1'-0" P. LAM COUNTERTOP & BACKSPLASH 2'-0" AN� PROVIDE P.T. WOOD BLOCKING AS NECESSARY %"x6" WIDE PLYWOOD ATTACHMENT STRIP N P. LAM. SUPPORT @ MAX W-0" O.C. FINISHED FLOOR SHAKER STYLE CABINET ADJUSTABLE SHELF 1/8" HARDBOARD BACK FULL HT. STONE BACKSPLASH CONT. 2"x4" W/ MILLED FACE STONE COUNTER TOP STONE BULLNOSE DRAWER SHAKER STYLE CABINET ADJUSTABLE PLASTIC LAMINATE SHELF FINISHED FLOOR v 2 in 0 in z 0 w w Y IY 0 v 0 w w w w z 0 F w w Y U) U 0 w w w w in CASEWORK LEGEND OBASE CABINETS W/ DRAWERS & ADJUSTABLE SHELF BO STONE COUNTER -TOP OFULL HEIGHT STONE BACKSPLASH OUNDER -MOUNT SINK OUPPER CABINETS W/ (2) ADJUSTABLE SHELVES OWASHER BY OWNER ODRYER BY OWNER OREFRIGERATOR BY OWNER OMICROWAVE WITH EXHAUST BY OWNER KO STOVE BY OWNER OBASE CABINET WITH DRAWERS OPLASTIC LAMINATE WORK COUNTER NO DROP -IN SINK PO SINK BASE CABINET CASEWORK NOTES: 1. CABINET DETAILS ARE CONCEPTUAL ONLY. CABINET MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. 2. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER. 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WITH OWNER SELECTED APPLIANCES. 4. CONFIRM HARDWARE & DOOR PULL SELECTIONS WITH OWNER. P.LAM. COUNTERTOP & BACKSPLASH CASEWORK ELEVATION 01 AT ACCESSORY GARAGE SCALE: v m P.LAM. COUNTERTOP & BACKSPLASH CASEWORK ELEVATION 02 AT ACCESSORY GARAGE SCALE: CASEWORK DETAIL 11 CASEWORK DETAIL 09 CASEWORK DETAIL H112":�= CASEWORK DETAIL 07 NOT USED SCALE: SCALE: SCALE: 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0° U O 0 f '� N 00 M IqT cv) + (n W M L_ O LL 00 04 O Q Z co U 0 cal � w O 0) q (o Lr) U 00 s— Q U o III 0 C. CD i c U J d Z _0 > CD Z C' a M O z� N Uwx �_ Y (� /J V W 06 L LL > o r2: V TQ 2 a) L a) LL Z OLD E o Z 0 `u`^ vc_J G y. 0 C Y y,�gP PROJECT# 17-093.02 DATE 10-26-2018 REV # DATE 0 A SHEET # A-7 COPYRIGHT 2018 RESTROOM ACCESSORIES 5'-6" 3'-0" G61 36" STAINLESS STEEL GRAB BAR 2'-10" 4'-0" 4'-3" (BOBRICK B•680606 OR EQUAL) in 1 /A-1.1 0 0 a O GB2 42" STAINLESS STEEL GRAB BAR. O dip-0" 10'-0" 10'-0" o SD SD S R n (BOBRICK B-6806x42 OR EQUAL) CEILING CEILING - CEILING 4c 010 0 Ix '-3" 4 0" M WC M LAV M � 03 - 60" STAINLESS STEEL GRAB BAR. -POOMNATE WITH OWNER) - 51/2" SHIPLAP W INSCOT & - 51/2"SHIPLAP 36" DOOR 20 TD 171619 -- ^ J W - 0405 06 o G63 (BOBRICK B-0SO6x60 OR EQUAL) CHAIR RAIL (COO DINATE - - WAINSCOT & CHAIR 21 23 105 c, o �' WITH OWNER) RAIL (COORDINATE 22 VESTIBULE o 18 �� ° O Q LAV o O MIRROR WITH 21/2" PAINTED, WOOD FRAME V 2,-0, �„ 0 114 C �• - P WITH OWNER) 4,�„ P 4'_11„ ` 106 11'-1"L - _- __ N BATHROOM _ LAVATORY N ° TD TOWEL DISPENSER a - a WID Y ao c N 4'-0" N �- 6" WOOD BAS o r 6" WOOD BA 108 TD 9 36" DOORN SD SURFACE MOUNTED SOAP DISPENSER M (BOBRICK B-2111 OR EQUAL) W � 6" WOOD BASE o o 4 MENS M 12 3'-8" 0" SLOPE TO f— RESTROOM 13 1s r-3° 8's° Q N LAV v 14 ^ DRAIN, TYP. CLEAR CLEAR RH TOILET TISSUE DISPENSER FOR TWO ROLLS co M �0'-0„ p_p" 0'-0" h yp• O (BOBRICK B•274OREQUAL) + J d FlY N. FL. FIN. FL. FIN. FL. 08 SD Q (o LLI W CO 09 11 21 INT. ELEVATION 16 INT. ELEVATION 11 INT. ELEVATION '° UR M 02 ENLARGED RR PLAN ND SANITAKB-254ORY NAPKIN DISPOS) L N Q Z P `- 3/A-1.1 P. (BOBRICK B-254 OR EQUAL) � O w O (fl VESTIBULE SCALE:1/4"=V-0" MEN'S LAVATORY SCALE:1/4"=r-o° MEN'S RESTROOM SCALE:1/4"=1'-a' TSP ` w WATER CLOSET U RH N W Q a / 0 FD qp / zo U WC (REFER PLUMBING) Q% Q Q CEILING CEV (LING CE-0ING SD ' Ts M _ CEY IL'NC' LAVATORY(REFER TO PLUMBING) m 51/2"SHIPLAP M WAINSCOT & CHAIR - 51/2" SHIPLAP RAIL (COORDINATE 51/2" SHIPLAP W INSCOT & T'7 - - i �'�1„ TSP TOILET STALL PARTITION W/ P.LAM. FINISH O 5112"SHIPLAP WAINSCOT & CHAIR WITH OWNER) WAINSCOT & CHAIR CHAIR RAIL (CO DINATE G 1 TO RAIL (COORDINATE (.0 RAIL (COORDINATE WITH OWNER) 1 O% ) yVC ' ( � WITH OWNER NOTES: \ WITH OWNER) MENDS 4 1. PROVIDE BLOCKING IN WALL FOR MTG. OF ACCESSORIES \ \ 4 q 4 RH' SHOWER -_ -_- 2. CONFIRM ACCESSORIES W/ OWNER PRIOR TO PURCHASING _ \ o 0 0 \ O82 \ 3. SUBMIT SHOP DRAWINGS FOR TOILET STALL PARTITION FINISHES ( > \ APPROVED BY OWNER. 11/A-1.1 `? 11'-1" 6" WOOD BASE a 6" WOOD BASE Fl�/ / 6" WOOD BASE a 61'WOC D BASE CLEAR CLEAR =o So J °,. W °,_0„ / ��pt0�"� h 01_ -_ FIN. L. o a FIN. FL. FIV N. FL. FIN N ~ NATION 17 INT. ELEVATION 12 INT. ELEVATION 07 MEN'S ENLARGED RR PLAN 03 INT. ELEVATION g Z = 22 INT. ELEVATION ' VESTIBULE SCALE: 1/4"=V-0" MEN'S LAVATORY SCALE: 1/4"=V-0" MEN'S SHOWER SCALE: 1/4"=V-0" SCALE: 1/4"=1'-o" 114 BATHROOM SCALE: 1/4"=1'-0" 04 04 Q 'a COMBO DRINKING FOUNTAINS 15" MIN. Z m O ED O WALL y_W (� CEILING CEILING CEILING 51/2"SHIPLAP CEILING CE WAINSCOT & CHAIR MIRROR z F, RAIL (COORDINATE SOAP DISP MIRROR 4- Z (%�cu 51/2"SHIPLAP 51/2" SHIPLAP q 1/2" SHIPLAP 51/2" SHIPLAP WITH OWNER) WAINSCOT &CHAIR a WAINSCOT &CHAIR LAV SOAP DISP o L _x WAINSCOT & CHAIR WAINSCOT & CHAIR W `� " RAIL (COORDINATE RAIL (COORDINATE i L RAIL (COORDINATE RAIL (COORDINATE WITH OWNER WITH OWNER) LAV. COORD. a WITH OWNER) WITH OWNER) ) ROUGH IN HTS. T OLL / J� q q q 4 / o o WITH TENANT c o 0 0 0 / N U c� SELECTEDSINK. \ CL PROVIDE CODE REQ'D. 3 J U -- iq \ PROTECTION AT DRAIN PIPE � .N 6" WOOD BASE 6" WOOD BASE --- 6" WOOD BASE 6" WOOD BASE Q fi" WOOD BASE €, - - - sm N\ 4" o Z �T FIN. FL. FIr N. FL. Y FIN. FL. FIr N. FL. FI' N fL a o E 23 INT. ELEVATION 18 INT. ELEVATION 13 INT. ELEVATION 08 INT. ELEVATION 04 INT. ELEVATION o = VESTIBULE SCALE: 1/4"=1'-0" MEN'S LAVATORY SCALE: 114" MEN'S SHOWER SCALE: 1/4"=V-o" MEN'S RESTROOM SCALE: 1/4 -1-0 114 BATHROOM SCALE: 1/4"-1'-0" g c/) U) CEILING IPLA(COORDINATE WITHt"stERr7- CEO ILING CEILING CEILING FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER -WALL HUNG CASEWORK NOTES: 51/2" SHIPLAP 51/2" SHIPLAP 51/2"SHIPLAP FINISHED SURFACE 1. CABINET DETAILS ARE CONCEPTUAL a OF WALL a WAINSCOT & CHAIR WAINSCOT & CHAIR a WAINSCOT & CHAIR a ONLY. CABINET MANUFACTURER TO RAIL (COORDINATE RAIL (COORDINATE RAIL (COORDINATE 4" O.. F.. �p � � WITH OWNER) WITH OWNER) p WITH OWNER) a 36" �''.......' ORS SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. ' a ¢ 4 4 GRAB BAR 1 &' MAX 2. FINAL MILLWORK PROFILES TO BE c a o _ N D 16„ MIN R SELECTED BY INTERIOR DESIGNER. 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WITH E 6" WOOD BA o OWNER SELECTED APPLIANCES. ROLLHOLDERA�Gj'•, ��Rz�� ��U 4. CONFIRM HARDWARE &DOOR PULL 6"WOOD BASE 6" WOOD BASE - 6" WOOD BASE = a s}�'• • •''�� WATERCLOSET SELECTIONS WITH OWNER. ChiFp'ARG FIN. FL. 1'-2" 4' 0� -0" FIY N. FL. UK F L. FIN. FL. FINISHED 42" SURFACE OF WALL 19 INT. ELEVATION 14 INT. ELEVATION 09 INT. ELEVATION 05 INT. ELEVATION 1'-0" GRAB BAR PROJECT# 17-093.02 MEN'S LAVATORY SCALE: 1/4"=V-0" MEN'S SHOWER SCALE: 1/4"=T-0" MEN'S RESTROOM SCALE: 1/4"=r-o" 114 BATHROOM SCALE: 1/4"=l'-o" 8„� TOILET PAPER DATE ROLL HOLDER w TOP 10-26-2018 o REV # DATE r —I Z x* NG CEILIN CEILING ILING CEILING CEDING WATERCLOSET N 51/2" SHIPLAP 51/2" SHIPLAP WAINSCOT & CHAI WAINSCOT &CHAIR 4,-0„ w URINAL 2 RAIL (COORDINATE RAIL (COORDINATE > SCREEN WITH OWNER WITH OWNER) ¢ a a a \ 4 4 c 0 0 URINAL > a > ww O tqw fn Z O 0 i O N a LL lJY - 6" WOOD BASE 6" WOOD BASE i ;,� 6" WOOD BASE M4a[3: :70 W a 0'-0" / 0'-0" 0''0�� 0 FI1 FIN. FL. FIIFL. FIN. FL. SHEET # 20 INT. ELEVATION 15 INT. ELEVATION 10 INT. ELEVATION 06 INT. ELEVATION 01 TYP. MT. HEIGHTS VESTIBULEA_8,,� VESTIBULE SCALE: 1/4"=V-0" MEN'S SHOWER SCALE: 1/4"=r-0" MEN'S RESTROOM SCALE: 1/4"=V-0' 114 BATHROOM COPYRIGHT 2018 T nrv. rL. 21 INT. ELEVATION VESTIBULE SCALE: 1/4" = V-0° CEV - ILING 51/2" SHIPLAP WAINSCOT & CHAIR RAIL (COORDINATE Wl�i OWNER) / o 6" WOOD BASE o 0'-0" Flzl N. FL, 22 INT. ELEVATION VESTIBULE SCALE:114" = r-0" 10'-0" CE� ILING 51/7' SH PLAP WAINSCOT & CHAIR RAIL (CO DRDINATE WITH OV NERe 6" WOOD BASE IV — FIN. N. FL, 23 INT. ELEVATION VESTIBULE SCALE:114" = r-0" CASEWORK NOTES: i. CABINET DETAILS ARE CONCEPTUAL ONLY, CABINET MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. 2. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER. 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WTH OWNER SELECTED APPLIANCES. 4. CONFIRM HARDWARE & DOOR PULL SELECTIONS WITH OWNER. 10'-0" r CEILING — 51/2" SHIPLAP WAINSCOT & CHAIR RAIL (COORDINATE WFI OWNER)ci a 0 �� ��■ � 4 �m WOMEN'S LAVATORY SCALE: lg'= V-0" 10'-0-" _ CEY ILING 5112" SHIPLAP WAINSCOT & CHAIR RAIL (COORDINATE WITH OWNER) ! 4 o c 4 B" WOOD BASE p r FIV N, FL, 17 INT. ELEVATION WOMEN'S LAVATORY SCALE: 1/4"=V-0" IVA" rEL1YY9:1INC1 AT010l:%fol •s:��' �I. .our : III_ II■ _ 18 INT. ELEVATION WOMEN'S LAVATORY SCALE:11C V-0" - ■1 ■1 19 INT. EL WOMEN'S LAVATORY 10'-0" CEILING 6" WOOD BASE FI�FL. 20 INT. EL EVATION SCALE: 1/4" = V-0" EVATION VESTIBULE SCALE:1/4"= IA" 1U' CEY ILING F_ 6" WOOD BASE 0'-0. FIB N. FL. 1/2" SHIPLAP AINSCOT & CHAIR MI. (COORDINATE ITH OWNER) — b 11 INT. ELEVATION WOMEN'S RESTROOM SCALE: 1/4"=V-0" 4 a 07 WOMEN'S ENLARGED RR 12 INT. ELEVATION WOMEN'S SHOWER scALE1/a"=r-6" 0 13 INT. ELEVATION WOMEN'S SHOWER 6" WOOD BASE SCALE:114" = V-0" 5 1/2"SHIPLAP WAINSCOT & CHAIR RAIL (COORDINATE aWITH OWNER) Iq 14 INT. ELEVATION SHOWER SCALE: 1/4"=T-O" 5 INT. ELEVATION EN'S SHOWER SCALE: 1/4" = 1'4" CEO ILING 3" WOOD BASE 0'-0" 51/2" SHIPLAP WAINSCOT & CHAIR RAIL (COORDINATE WITH OWNER) N PLAN SCALE: 1/4" = 1'-0" fllY. rL. 08 INT. ELEVATION WOMEN'S RESTROOM SCALE: 1/4"=V-0" CEY ILING, — 51/2" SHIPLAP WAINSCOT & CHAIR RAIL (COORDINATE WITH OWNER) L M !? 6' WOOD BASE �� 00 \ FIN. FL. 09 INT. ELEVATION WOMEN'S RESTROOM SCALE: 1/4"=r-0" 10Y CEILING I ___c 0 1 & • OW M oPdco�T m� CLEAR FA SPACE 5'-0" 02 ENLARGED RR PLAN SCALE: 1/4" = l'-0" � 100 CE`� '-IL"ING _NT FIV N, FL. 03 INT. ELEVATION 117 RR SCALE: 1/4"= V-0" CEILING ^« o / \ ' r11W rl. 04 INT. ELE 117 RR CEO ILING FIN.'- FL. 05 I 117 RR 10'-0 CE_IL' NG I� 0I -0 i 1 FIN. FL. 06 INT. EL 117 RR VATION N RESTROOM ACCESSORIES G81 36" STAINLESS STEEL GRAB BAR (BOBRICK B-680646 OR EQUAL) G62 42" STAINLESS STEEL GRAB BAR. (BOBRICK B-6806x42 OR EQUAL) GB3 60" STAINLESS STEEL GRAB BAR. (BOBRICK B-680640 OR EQUAL) MIRROR WITH 21/2" PAINTED, WOOD FRAME TD TOWEL DISPENSER SD SURFACE MOUNTED SOAP DISPENSER (BOBRICK B-2111 OR EQUAL) RH TOILET TISSUE DISPENSER FOR TWO ROLLS (BOBRICK B-274 OR EQUAL) ND SANITARY NAPKIN DISPOSAL (BOBRICK B-254 OR EQUAL) CLOSET OWATER (REFER TO PLUMBING) LAVATORY LAV (REFER TO PLUMBING) TSP TOILET STALL PARTITION W/ P.LAM. FINISH NOTES: 1. PROVIDE BLOCKING IN WALL FOR MTG. OF ACCESSORIES 2. CONFIRM ACCESSORIES WI OWNER PRIOR TO PURCHASING 3. SUBMIT SHOP DRAWINGS FOR TOILET STALL PARTITION FINISHES APPROVED BY OWNER. r zQ Z g � M � . COMBO DRINKING FOUNTAINS 15" FINISHED WALL �— MIRROR SOAP DISP MIRROR LAV SOAP DISP LAV. COORD. ROUGH IN HTS. WITH TENANT SELECTED SINK. PROVIDE CODE REQ'D. PROTECTION AT DRAIN PIPE J 0 O U I ._ d' SCALE: 1/4" = V-0" FEC FE FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER -WALL HUNG FINISHED SURFACE OF WALL 4" 36" GRAB BAR 18" MAX 16" MIN TOP TOILET PAPER Z ROLL HOLDER WATERCLOSET M FINISHED 42" SURFACE OF WALL NT. ELEVATION GRAB BAR SCALE: 1/4"=lW' 8«� TOILET PAPER ROLL HOLDER TOP 0 m� WATERCLOSET �u URINAL SCREEN a '� � > ¢ Q o j n K n Q J URINAL 00 > a ac u�i uyl 6 lJl- I-ii IJi Q > � N EVATION 01 TYP. MT. HEIGHTS SCALE: 1/4" = 1'-0" SCALE: 1l4" = V-0" �j U CD '� (V Q� FW co M + L0 (n wLL� co � 2 co QZ� o U) O C-0 U � ��rn III Qi Q o-' Q ZU� i ® �— Q O m O O L cu U J < z _O 1— Q m 0) >` W N emu_ M 40— Y Z N cv in W 06 Q o I° �/ w rr=nn V Z «J n- i Z Qc Er 0.. Q m = U- _O U) _wC G ........... tv c.�P.•9 :• 4P N D. 1�G1: •. 1� ::�V. PROJECT# 17-093.02 DATE 10-26-2018 REV # DATE a a a a a a SHEET # A-8.2 COPYRIGHT 2018