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HomeMy WebLinkAboutPlans 8.3.2001OWNER: F C BELLEFAIR LLC 1775 Boadway - Suite 701 New York, NY 10019 `(212) 221-1292 ARCHITECT: THE MARTIN ARCHITECTURAL GROUP 240 N. 22nd Street Philadelphia, Pennsylvania 19103 (215) 665-1080 llo� , w v. ilad 1 1. ia, enn,,. ania AUGUST 3, 2001 STRUCTURAL Martin Espenlaub Engineering ENGINEER: 242 N. 22nd. Street Philadelphia, Pa.19103 (212) 665-8570 MECHANICAL T/S Associates, Inc. ENGINEER: 2 West 32nd. St. - 5th Floor New York, N.Y.10001 (212) 695-7424 CIVIL Divney - Tung - Schwalbe ENGINEER: One North Broadway White Plains, N.Y.10601 914-428-0010 INTERIOR Culpepper, McCa,uliffe, Meaders, Inc. DESIGNER: 3300 NE Expressway Building 6 Atlanta, Ga. 30341 (770) 676-7600 1 N O a Y O O L. 41 T z 0 4 Cj 4J m d L O U. M M 5 M M N O O N 00 N 0 Wo � 0 m 0 a c, V W � v a y L PMI b N N S." .0 O 0 O N04 W � = W F- �ZLL z- � Z 'D N a >WNLL 4~J� W aaww z�ZLI= a�a=� �JZ f-a CH K'D: P.M. AMY CARPENTER P.A. -TI M WEN TZ PROJECT N0.:15-1343-01 Q wo Q� o� z o w T_ ��� U� �� � z�ui QILw m� z� �Q o 0 -4 (a LL LL iL A A < L- (� LL t U IL w z i— V c 2001, The Martin Architectural Group i 41 O J Q. O O m T T r v 4+ O m L O W M S M I It M M Ln N 0 0 N CO N 10 C 11 SPECIFICATIONS FOR COMMON FACILITIES - Based on ADAAG (36 CFR PART 1191) I GENERAL Information contained on this sheet is intended to provide a summary of technical provisions for accessibility to places of public accomodation and commercial facilities by individuals with disabilities. These specifications in no way relieve the contractor from obtaining and conforming with the standards referenced herein. II ACCESSIBLE ELEMENTS & SPACES 4.3 - ACCESSIBLE ROUTE At least one accessible route shall connect building entrances with all accessible spaces and elements and with all accessible dwelling units within the building. An accessible route shall be provided throughout the building consisting of- 1. Level walking surface 2. Clear floor space at accessible elements Note: Clear floor space is not required at doors unintended for passage 3. Clear width of 36", and 32" clear width for doors [See Figure # 1] Note: ALL doors shall meet 32" clear opening except doors unintended for passage 4. Change of level of 1/4" or less; or 1/4" to 1/2" with beveled slope 1:2 or less. 4.13 Doors on on accessible route shall comply as follows: 4.13.4 Double -Leaf Doorways At least one of the active leaves of doorways with two independently operated leaves serving non -storage areas shall comply with 4.13.5 and 4.13.6. 4.13.5 Clear Width. Doorways shall have a clear opening of 32 in (815 mm) minimum with door open 90 degrees [Figure #1]. Clear opening shall be measured between the face of door and the opposite stop. 4.13.6 Maneuvering Clearances at Doors. Minimum maneuvering clearances shall comply with [Figure #2] 4,13.7 Two Doors in Series. Space between two hinged or pivoted doors in series shall be 48 in. minimum plus the width of any door swinging into the space. Doors in series shall swing either in some direction or away from space between doors. 4.13.8 Thresholds at Doorways. Thresholds, if provided, at doorways shall be 1/2 in high maximum except that thresholds for exterior sliding doors shall be 3/4 in high maximum. 4.13.9 Door Hardware. Handles, pulls, latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grosp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Hardware required for accessible passage shall be mounted no higher than 48" a.f.f. When sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. 4.13.10 Door Closers. Door closers shall be adjusted so that from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the leading edge of the door. 4.13.11 Door Opening Force. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. The required force for pushing open or pulling open doors other than fire doors shall be as follows: - interior hinged door: 5.0 lb (22.2N) maximum - sliding/folding door: 5.0 lb (22.2N) maximum. Note: These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. 4.13.12 Automatic Doors. If an automatic door is used, then it shall comply with ANSI/BHMA A156.10-1985. Slowly opening, low powered automatic doors shall comply with ANSI/A156.19-1984. Such doors shall not open to back check faster than 3 seconds and shall require no more than 15 Ibf (66.6N) to stop door movement. If a power -assisted door is used, its door -opening force shall comply with 4.13.11 and its closing shall conform to the requirements of ANSI A156.19-1984. 4.15 Drinking fountains and water coolers on an accessible route shall comply as follows: Where only one drinking fountain is provided on a floor there shall be a drinking fountain, which is accessible to individuals who use wheelchairs, in accordance with 4.15 and one accessible to those who have difficulty bending or stooping Where more than one drinking fountain or water cooler is provided on a floor, 50% of those provided shall comply with 4.15. 4.15.2 Spout height. Spouts shall be no higher than 36" measured from the floor to the spout outlet. 4.15.3 Spout Location. The spouts of drinking fountains shall be at the front of the unit and shall direct the flow in a trajectory that is nearly parallel to the front of the unit. The spout shall provide a flow of water at least 4 in. (100 mm) high to allow the insertion of a cup under the flow of water. 4.15.4 Unit controls shall be front mounted or side mounted near the front edge. 4.15.5 Clearances. Wall and post mounted cantilevered units shall have a clear knee space between the bottom of the apron and the floor at least 27 in (685 mm) high, 30 in (760 mm) wide, and 17 in to 19 in (430 mm to 485 mm) deep. Such units shall also have a minimum clear floor space 30 in by 48 in (760 mm by 1220 mm) that allows a person in a wheelchair to approach the unit facing forward. Freestanding or built-in units not having a clear space under them shall have a clear floor space at least 30 in by 48 in (760 mm by 1220 mm) that allows a person in a wheelchair to make a parallel approach to the unit. 4.16 Water Closets: 4.16.2 Clear floor space. Clear floor space for water closets not in stalls shall comply with [fig. #4(a)]. 4.16.3 Height. The height of water closets shall be 17 in. to 19 in (430 mm to 485 mm) measured to the top of the toilet seat. Seats shall not be sprung to return to a lifted position. 4.16.4 Grab Bars. Grab bars for water closets not located in stalls shall comply with 4.26 (see figure #5). The grab bar behind the water closet shall be 36 in (915 mm) minimum. 4.16.5 Flush Controls. Flush controls shall be hand operated or automatic and shall comply with 4.27.4. Controls for flush valves shall be mounted on the wide side of toilet areas no more than 44 in (1120 mm) above the floor. 4.16.6 Dispensers. Toilet paper dispensers shall be installed within reach. (see figure #5) Dispensers that control delivery, or that do not permit continuous paper flow, shall not be used. 4.17 Toilet Stalls: 4.17.2 Water closets in accessible stalls shall comply with 4.16. 4.17.3 Size and Arrangement. The size and arrangement of the standard toilet stall shall comply with [figure #4 (b) or (c)]. Standard toilet stalls with a minimum depth of 56 in (1420 mm) shall have wall mounted water closets. If the dept of a standard toilet stall is increased at least 3 in (75 mm), then a floor mounted water closet may be used. 4.17.4 Toe Clearances. In standard stalls, the front partition and at least one side partition shall provide a toe clearance of at least 9 in (230 mm) above the floor. if the depth of the stall is greater than 60 in (1525 mm), then the toe clearance is not required. 4.17.5 Doors. Toilet stall doors shall comply with 4.13. If toilet stoll approach is from the latch side of the stall door, clearance between the door side of the stall and any obstruction may be reduced to a minimum of 42 in (1065 mm). 4.17.6 Grab Bars. Grab bars complying with the length and positioning shown in [fig. #4 (b) and (c)] and [figure #5] shall be provided. Grob bars may be mounted with any desired method as long as they have a gripping surface at the locations shown and do not obstruct the required clear floor area. Grab bars shall comply with 4.26. 4.18 Urinals: 4.18.2 Height. Urinals shall be stall -type or wall -hung with an elongated rim at a maximum of 17 in (430 mm) above the finish floor. 4.18.3 Clear Floor Space. A clear floor space 30 in by 48 in (760 mm by 1220 mm) shall be provided in front of urinals to allow forward approach. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29 in (735 mm) clearance between them. 4.18.4 Flush controls. Flush controls shall be hand operated or automatic, and shall comply with 4.27.4, and shall be mounted no more than 44 in (1120 mm) above the finish floor. 4.19 Lavatories and Mirrors: 4.19.2 Height and Clearances. Lavatories shall be mounted with the rim or counter surface no higher than 34 in (865 mm) above the finish floor. Provide a clearance of at least 29 in (735 mm) above the finish floor to the bottom of the apron. Knee and toe clearance shall comply with [figure 6]. 4.19.3 Clear Floor Space. A clear floor space 30 in by 48 in (760 mm by 1220 mm) complying with 4.2.4 shall be provided in front of a lavatory to allow forward approach. Clear floor space shall extend a maximum of 19 in (485 mm) underneath the lavatory. 4,19.4 Exposed Pipes and Surfaces. Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories. 4.19.6 Mirrors. Mirrors shall be mounted with the bottom edge of the reflecting surface no higher than 40 in (1015 mm) above the finish floor. 4.20 Bathtubs (see figure #7 & 8) 4.20.3 Seat. An in -tub seat shall be provided as shown in [figure #7]. The structural strength of seats and their attachments shall comply with 4.26.3 Seats shall be mounted securely and shall not slip during use. 4.20.6 Shower Unit. A shower spray unit with a hose at least 60 in (1525 mm) long that can be used both as a fixed shower head and as a hand-held shower shall be provided. 4.20.7 Bathtub enclosures. If provided, enclosures for bathtubs shall not obstruct controls or transfer from wheelchairs onto bathtub or into tubs. Enclosurs for bathtubs shall not have tracks mounted on their rims. 4.21 Shower Stalls: (see figure #9 & 12) 4.21.2 Size and Clearances. Except as specified in 9.1.2., shower stall size and clear floor space as per [figure #9 (a) or (b)]. Shower stalls shall be either 36 in by 36 in (915 mm by 915 mm) or 30 in by 60 in (760 mm by 1525 mm) minimum. 4.21.3 Seat. A seat shall be provided in shower stalls 36 in by 36 in (915 mm by 915 mm) and shall be as shown in [fig. #10]. The seat shall be mounted 17 in to 19 in (430 mm to 485 mm) from the bathroom floor and shall extend the full depth of the stall. The seat shall be on the wall opposite the controls. Where a fixed seat is provided in a 30 in by 60 in mimimum (760 mm by 1525 mm) shower stall, it sholl be a folding type and shall be mounted on the wall adjacent to the controls. The structural strength of seats shall comply with 4.26.3. 4.21.4 Grob bars. Grab bars complying with 4.26 shall be provided. 4.21.6 Shower unit. A shower spray unit with a hose at least 60 in (1525 mm) long that can be used both as a fixed shower head and as a hand-held shower shall be provided. 4.21.7 Curbs. If provided, curbs in shower stalls 36 in by 36 in (915 mm by 915 mm) shall be no higher than 1/2 in (13 mm). Shower stalls that are 30 in by 60 in minimum (760 mm by 1525 mm) shall not have curbs. 4.21.8 Shower enclosures. If provided, enclosures for shower stalls shall not obstruct controls or obstruct transfer from wheelchairs onto shower seats. 4.25 Storage: 4.25.2 Clear floor Space. A clear floor space at least 30 in by 48 in (760 mm by 1220 mm) complying with 4.2.4 that allowas either a forward or parallel approach by a person using a wheelchair shall be provided at accessible storage facilities. 4.25.3 Height. Accessible storage spaces shall be within at least one of the reach ranges specified in 4.2.5. and 4.2.6. [see fig. #3] Clothes rods or shelves shall be a maximum of 54 in (1370 mm) above the finish floor for a side approach. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10 in (255 mm) the height and depth to the rod or shelf shall be [max. 48 in above the floor and max. 21 in between the wheelchair and the rod/shelf]. 4.26 Handrails, Grab bars, and Tub and Shower seats: 4.26.2 Size and Spacing of Grab Bars and Handrails. The diameter or width of the gripping surfaces of a handrail or grab bar shall be 1-1/4 in to 1-1/2 in (32 mm to 38 mm), or the shape shall provide an equivalent gripping surface. If handrails or grab bars are mounted adjacent to a wall, the space between the wall and the grab bar shall be 1-1/2 in (38 mm). 4.26.3 Structural Strength. The structural strength of grab bars, tub and shower seats, fasteners and mounting devices shall meet the following specifications: 1. Maximum bending moment from the application of 250 Ibf (1112 N) shall be Less than the allowable stress for the material of the bar or seat. 2. Maximum shear stress from the application of 250 Ibf (1112 N) shall be less than the allowable stress for the material of the bar or seat. 3. Shear force induced in a fastener or mounting device from the application of 250 Ibf (1112 N) shall be less than the allowable lateral load for the fastener or mounting device. 4. Tensile force induced in a fastener by a direct tension force of 250 Ibf (1112 N) plus the max. moment from the application of 250 Ibf (1112 N) sholl be less than the allowable withdraw) load between the fastener and the supporting structure. 5. Grab bars shall not rotate within their fittings. 4.26.4 Eliminating Hazards. A handrail or grab bar and any wall adjacent to it shall be free of any sharp or abrasive elements. Edges shall have a minimum radius of 1/8 in. (3.2 mm). 4.27 Controls and Operating Mechanisms: 4.27.2 Clear Floor Space. Clear floor space complying with 4.2.4 that allows a forward or a parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles and other operable equipment. 4.27.3 Height. The highest operable part of controls, dispensers, receptacles, and other operable equipment shall be placed within at least one of the reach ranges specified in [figure 3] Electrical and communications systems receptacles on walls shall be mounted no less than 15 in (380 mm) above the floor. 4.27.4 Operation. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 Ibf (22.2 N). 24' x= 0-25 Size and spacing 32" min. 30" x rd-19 10" max of grab bars. IL 30" 48" U11/4--1112' � U � j �s �s ?C Parallel�� #11 1 2" T`���G#� F1 , X wheelchair L tu X Forward E space - wheelchair Forward space--------- �Q wheelchair (-- -i-------- d space I I X I Obstructed Side Reach Limit I 1 cfJ 1 '� -1 ' 11 Forward Reach Over Unobstructed Side Unobstructed Foward i 1S° i �t I I I FIGURM #3 an Obstruction Reach Limit Reach Limit \9 NOTE: x-reach depth, y=reach height, z= Reach limits for wheelchair users. clear knee space, z is the clear space below the obstruction I I which shall be at least as deep as the reach distance, x, I 1 36' min 36' min NOTE: x 12 in, i F the door z has bo a closer and .a latch 22"-23° E X is' S' min. 18' 8' min. iS' , 42' min. a-, max. �, Ear --------------, L_ 54" min. L 1 I i I I 1------------ -I I 1 I I I I I �a v. _ a v.I- i X � m I � m I 1 I I I 1 1 �� 2/2 15' min - clear i clear i clear i NOTE: x=3,0 in, if y= roo" min. max. 1ro" max. Floor i floor i floor x=42 in. I y= 54' min. NOTE: y=4 in, if th door space 1 space 1 space I has both a loser a d a latch FIGURE#1 �----- -- �- �--- I I Shower seat design 48 min. 48- min. 6ID min' I I 24" min, (3(0 in by 3ro in stall) (a) Clear Floor Space at water closets not in stalls 36' min. 4ID' min 12' 24"min 3C " coca too r max - - - - - - ciear - ---- Back i 1 �+� i a NOTE: y=54 in, if the door I I N E I c has a closer I i 1 U U i �v i clear Floor FIGURE 02 NOTE: y=4 in. if th door IILLspace has a clos I I I E I I 42' min. latch 56' min. 56' mte i " i w/ wall Il mounted w c. 48 m In. �Q approa on y w/ wall mounted w c. other approaches I I 45' min. 59' min. 59' min 1�" min. u----------� FIGURE U E #4 w/ floor mounted wc. w/ floor mounted wc. Transfer Type Shower ( standard stall (c) standard stall F------- --� b) Water closet clear Floor space. (end of row) Pear floc 30" min. 3ro" back F ispace i Medicine Clear 19" max. -J cabinet Side 0 •+ y/� Mirror 0 0 o 0) r o ----- -� 48" min. JI i ---� clear '--� clear --- clear I x N s I floor d i Floor I floor X U @ laves space, E IavJ space -IavJ space " --------I a min. E d rord' min. 75' min. `F N N 9- min, m Side WITH SEAT in TUB WITH SEAT at HEAD of TUB o = 11 min Cam' max. 6rd" min- toe clearance Roll -in Type Shower Shower -d = Drain Shower head leg IGURN• = Shower controls i . 06 clearance 1'l" min. IGURN 01BClear Floor space at bathtubs. Lavatories fixture Shower layout I depth 28' min 6' max 6- max 6' max 16' min " max. CONTROL „ AREA X. in. 36° m12 max. Ord" min. -I - Co x --- E �-- --� E - J i toilet paper x i i '�-----)-------� E M 36max. dispenser @ E '- 0 r7 LJ FOOT- both conditions BACK- with insert seat 5ACK- with built in seat HEAD- both con itions 61 Or Bathtub blocking layout (a) rear wall (b) side walls 1- 24' min Location or Grab Bars at Toilet Stalls 12' max. 12' max. 15' max 12- min 4' min. 4' min. 45' min. CONTROL AREA -- --- SEAT 36" min. " 12 54 min. 1 I it �, m (o" m n. 42" min. i n i 12"Imin. I 3ro" max, i toilet paper - - dispenser FOOT- both conditions 5ACK- with insert seat 5ACK- with built in seat HEAD- both conditions 1 r L I - - m i Oa Bathtub grab bar installation Ba thtubs c{1 m m � m 6' 2, " - Q7 X. Control (a) back wall (b) side wall =� area r Location or Grab Bars at Water Closets r-- l(SURE# Water closets G c0 - -- X X _ m 51ockine °- L iS' (P - i - i- Control area Typical S de BACK Side- seat wall Back Side - control wall (a) 30 in. by roo in. Stall (b) 3ro in. by 3ro in. Stall " max. Control l area L----i L_ -- X -- - Control - ctl area m cfJ s m cYl u u m Typical Side BACK Side- seat wall Sack Side -control ilia i (aa) 30 in. by 60 in. Stall w/ grab bars (bb) 36 in. by 3ro in. Stall w/ grab bars I NOTE: shower pan shown recessed 2' into floor iC URIS #12 to accomodate 1/2" max required curb Showers see architectural plans for Further details FBI Iwo E El C co co 2 o J51 a z, 0 N w ff = w tz�Q'a 0 6qaU- oo',Q ? Won. .QF�O U as =< CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 m 0 l­_co Q� o� LLI z O 73 Jc6 Q !-' O Vz W Ll W W m o p < Z � 3 A A In 5 19 A © 2001, The Martin Architectural Group SPECIFICATIONS FOR DWELLING UNITS - Based on CABO / ANSI A117.1- 1992 1 GENERAL Information contained on sheet ANSI-1 is intended to provide detailed technical provisions for features within a dwelling unit. Scope requirements to determine units which must comply with the specifications herein are referenced elsewhere in the construction documents. These specifications in no way relieve the contractor from obtaining and conforming with the standards referenced herein. a ACCESSIBLE ELEMENTS & SPACES 4.3 - ACCESSIBLE ROUTE An accessible route shall be provided throughout the dwelling unit consisting of: 1. Level walking surface 2. Clear floor space at accessible elements Note: Clear floor space is not required at doors unintended for passage 3. Clear width of 36", and 32" clear width for doors [See Figure # 1 ] Note: ALL doors sholl meet 32" clear opening except doors unintended for passage 4. Change of level of 1/4" or less; or 1/4" to 1/2" with E beveled slope 1:2 or less. 4.13 Doors on an accessible route shall comply as follows: 4.13.4 Double -Leaf Doorways At least one of the active leaves of doorways with two independently operated leaves serving non -storage areas shall comply with 4.13.5 and 4.13.6. 4.13.5 Clear Width. Doorways shall have a clear opening of 32 in (815 mm) minimum with door open 90 degrees [Figure #1]. Clear opening shall be measured between the face of door and stop. 4.13.6 Maneuvering Clearances at Doors. Minimum maneuvering clearances shall comply with [Figure #2] 4.13.7 Two Doors in Series. Space between two hinged or pivoted doors in series shall be 48 in. minimum plus the width of any door swinging into the space. Doors in series shall swing either in some direction or away from space between doors. 4.13.8 Thresholds at Doorways. Thresholds, if provided, at doorways shall be 1/2 in high maximum except that thresholds for exterior residential sliding doors shall be 3/4 in high maximum. 4.13.9 Door Hardware. Handles, pulls, latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight tight pinching, or twisting of the wrist tooperate. Such hardware shall be grasping, 9 P 9: 9 mounted within reach ranges [See Figure #3]. When sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. 4.13.10 Door Closers. Door closers shall be adjusted so that from on open position of 90 degrees, the time required to move the door to an open position of 12 degrees will be 5 seconds minimum. 4.13.11 Door Opening Force. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. The required force for pushing open or pulling open doors other than fire doors shall be as follows: - interior hinged door: 5.0 lb (22.2N) maximum - sliding/folding door: 5.0 lb (22.2N) maximum. Note: These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. 4.13.14 Door Surface. The bottom 10" [ provide 12" per FHA ] of all doors except automatic doors, power assisted doors, and sliding doors shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. When narrow stile and rail doors are used, a 12 in high minimum, smooth panel, extending the full width of the door, shall be installed on the push sides) of the door which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Cavities created by kick plates shall be capped. D 4.33 - DWELLING UNITS All units which are designated to comply with the technical requirements herein are designed as ADAPTABLE" units. Local codes may designate a percentage of units I which must be made "USABLE", see requirements noted elsewhere in the drawing set. The project owner shall designate which units are to be made usable during the construction 4.33.3 Bathrooms .3.1 Doors shall not swing into required clear floor space for any fixture Exceptions: -toilet or bathroom for individual use only, or -clear floor space of 30" x 48" provided beyond arc of door swing .3.2.1 Water closets to be in corner of the adaptable bathroom [see Figure # 4] -greater than or equal to 48" clear space required in front of bowl & from side wall -greater than or equal to 18" from centerline of water closet to accessible lavatory -greater than or equal to 18" from centerline of water closet to wall -clear space may be on either side of water closet .3.2.2 Water closet seat greater than or equal to 15" to less than or equal to 19" maximum measured from the floor to the top of the toilet seat. [See Fig. #5] .3.2.3 Structural reinforcement and grab bars (grab bars as directed) shall be provided [See Figure #5] Grab bars shall comply with the following: - size per [Figure #5] - position per [Figure # 5] - shall be free of sharp or abrasive edges, all edges 1/8" min. radius - shall not rotate within their fittings - shall resist all loads at any point in any direction with 250 lb, force. .3.2.4 Toilet paper dispenser shall comply with [Figure # 5] 4.33.3.3 Lavatory, Mirrors, and Medicine cabinets .3.3.1 The lavatory shall comply with [ Figure # 6] and as follows: - Lavatory rim shall be 34" max. above floor and clearance of 29" min. from the floor to the bottom of the front edge of the apron. - Fixture shall extend 17" min. from wall. Clear knee space shall be as shown in [Figure #6]. Clear toe space shall be as shown in [Figure #6]. The dip of the overflow shall be ignored when checking the clearances. - Clear floor space 30" x 48" min. shall be provided to allow a forward approach and shall extend 19" maximum under the lavatory. - Water supply and drain pipes under lavatories shall be insulated or C otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories. - Faucets shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 Ib. max. .3.3.2 Base cabinets below lavatories shall be removeable to provide clearances below the lavatory per [Figure # 6]. .3.3.3 Medicine cabinets provided above the lavatory shall be located with a usable shelf 44in. max. above the floor, and shall have a 30"x 48" clear floor space. [See Figure # 3] for reach clearances. 4.33.3.4 Bathtubs .3.4.1 Clear floor space shall be provided in front of tubs, 30%60" for parallel approach and 48%60" for forward approach [Fig. #7]. Lavatories shall be allowed at head of tub when in compliance with clearances herein. .3.4.2 A removeable in -tub seat or a permanent seat shall be provided. [Figures #7 and #8]. Seats shall be built-in or mounted securely and shall not slip during use. Seats shall resist any load in any direction with a force up to 250 lb. .3.4.3 Structural reinforcement and grab bars (grab bars as directed) shall be provided [See Figure #8] Grab bars shall comply with the following: - size per [Figure #11 ] - position per [Figure # 8] - shall be free of sharp or abrasive edges, all edges 1/8" min, radius - shall not rotate within their fittings - shall resist all loads at any point in any direction with 250 lb. force. 3.4.4 Faucets shall not require tight grasping, pinching, or twisting of the writ Force required to activate operable arts shall be 5 Ib. max. s• q P P .3.4.5 A shower spray unit shall be provided with a hose 60" long min., that can be used as a fixed or hand held shower head. If on adjustible height shower head mounted on a vertical bar is used, the bar shall be installed not to obstruct the use of the grab bars. 4.33.3.5 Showers .3.5 Showers shall meet the following requirements: - Transfer type showers shall be 36"x36"clear, with clear floor space of 36"x48" [See Figure #9.] - Roll -in type showers 30"x 60" minimum clear [See Figure #9]. - An optional shower seat, folding or non -folding, mounted opposite controls, and resisting all loads in any direction with 250 lb. force. [Figure #9]. - Blocking for seat shall be provided in all cases, [See Figure #10]. B - Seat shall mount 17" to 19" above the shower floor - Structural reinforcement and grab bars (grab bars as directed) shall be provided See Figure #12] Grab bars shall comply with the following: - size per [Figure #11 ] - position per [Figure # 12] - shall be free of sharp or abrasive edges, all edges 1/8" min. radius - shall not rotate within their fittings I I i - shall resist all loads at any point in any direction with 250 lb. force. i A 10 11 12 13 - Controls shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 lb. max. mount controls side wall opposite seat on transfer showers, and on back wall of roll -in showers [Figure #12]. A shower spray unit shall be provided with a hose 60" long min., that can be used as a fixed or hand held shower head. If on adjustible height shower head mounted on a vertical bar is used, the bar shall be installed not to obstruct the use of the grab bars. - Thresholds in shower stalls shall be 1/2" high max. Shower enclosures shall not obstruct controls or transfer into the shower. - Clear floor space for showers and other fixtures shall be permitted to overlap. 4.33.4 Kitchens .4.1 Clearance between counters and all opposing walls, counters, appliances etc., shall be 40" minimum. Exception: U-shaped kitchens shall have 60" minimum clearance. .4.2 A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all appliances. .4.3 All operable parts of kitchen equipment and appliances shall be within reach ranges per [See Figure #3]. .4.4 At least one 30" wide minimum section of counter shall provide a work surface that complies with the following requirements: [Figure # 13]. - The counter shall be adjustable or replaceable as a unit at variable heights between 28" and 36", measured from floor to top of the counter surface, or shall be mounted at a fixed height of 34" max, measured from the floor to the top of the counter surface. - Base cabinets, if provided, shall be removeable under the full 30 in. minimum frontage of the counter. The finished floor shall extend under the counter to the wall. - Counter thickness and supporting structure shall extend 2" maximum over the required clear area. - A clear floor space of 30"x48" minimum shall allow a forward approach to the counter. The clear floor space shall be permitted to extend 19" max. underneath the counter. The knee space shall have a clear width of 30" minimum. - There shall be no sharp or abrasive surfaces under such counters. .4.5 Sink, and surrounding counter shall comply with the following requirements: [See Figure # 14]. - The sink and surrounding counter shall be adjustable or replaceable as a unit at variable heights between 28" and 36", measured from floor to top of the counter surface, or shall be mounted at a fixed height of 34" max, measured from the floor to the top of the counter surface. - Where sinks are installed to be adjustable in height, rough -in plumbing shall be located to accept connections of supply and drain pipes for sinks mounted at the height of 28". - The depth of sink bowl shall be 6 1/2" maximum. Only one bowl of double - bowl or triple bowl sinks need to meet this requirement. - Faucets shall not require tight grasping, pinching, or twisting of the wrist. Force required to activate operable parts shall be 5 Ib. max. - Base cabinets, if provided, shall be removeable under the full 30 in. minimum frontage of the counter. The finished floor shall extend under the counter to the wall. - Counter thickness and supporting structure shall extend 2" maximum over the required clear area. - A clear floor space of 30"x48" minimum shall allow a forward approach to the counter. The clear floor space shall be permitted to extend 19" max. underneath the counter. The knee space shall have a clear width of 30" minimum. - There sholl be no sharp or abrasive surfaces under such counters. Water supply and drain pipes under sink shall be insulated or otherwise configured to protect against contact. .4.6 Ranges and cooktops shall comply with the following: - A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all appliances. - All operable parts of kitchen equipment and appliances shall be within reach ranges per [See Figure #3]. If ovens or cooktops have knee spaces underneath, [Figure #14 similar], they shall be insulated or otherwise protected on the exposed contact Surfaces for protection against burns, abrasions, or electrical shock. The clear floor space shall be permitted to overlap the knee -space, if provided, by 19" maximum. - The location of controls for ranges and cooktops shall not require reaching across burners .4.7 Range and Wall Ovens shall comply with the following: [See Figure # 15]. - A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all appliances. - All operable parts of kitchen equipment and appliances shall be within reach ranges [See Figure #3]. - Ovens shall be self cleaning type OR be located adjacent to the clear work space with adjustable height counter [Fig. # 13]. - At side opening ovens, the door latch side shall be next to the open counter work space (non -self cleaning ovens) - A pull out shelf under side latch oven doors shall be provided, extending the full width of the oven and pulling out 10" minimum when fully extended. - Ovens shall have controls on the front panels. Controls shall be permitted to be located on either side of the door. .4.8 Refrigerator / Freezers shall comply with the following: A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all appliances. All operable parts of kitchen equipment and appliances shall be within reach ranges [See Figure #3]. Side by side combination freezer and refrigerator appliances shall have at least 50 percent of the freezer space and at least 50 percent of the refrigerator space located 54" maximum above the floor. Other combination refrigerators or freezers shall have at least 50 percent of the freezer space and 100 percent of the refrigerator space and controls 54" maximum above the floor. Freezers with less than 100 percent of the storage volume within the limits specified in [figure # 3] shall be the self -defrosting type. .4.9 Dishwashers shall comply with the following: - A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all appliances. - All operable parts of kitchen equipment and appliances shall be within reach ranges [See Figure #3]. - Dishwashers shall have all rack space accessible from the front of the machine for loading and unloading dishes. .4.10 Kitchen Storage shall comply with the following: A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all storage areas. (cabinets, drawers, and shelf storage). [ See Figure # 3]. At least one shelf of all wall cabinets or storage shelves mounted above all work counters shall be 48" minimum above the floor. [See Figure # 13]. - Door pulls or handles shall be mounted as close to the bottom of the cabinet doors as possible. Door pulls or handles for base cabinets shall be mounted as close to the top of the cabinet doors as possible. 4.33.5 Laundry Facilities .5 Laundry facilities located within the dwelling unit, or separate facilities serving more than one unit, shall comply with the following : - A clear floor space 30"x48" that allows a forward or parallel approach by a person in a wheelchair shall be provided at all appliances. - All operable parts of kitchen equipment and appliances shall be within reach ranges per [Sec. Figure #3]. - Operable arts shall not require tight grasping, pinching, or twisting of the P P q 9 9 P 9> P 9> 9 wrist.. Force required to activate operable parts shall be 5 lb. max. - Accessible washing machines and clothes dryers in common -use laundry rooms shall be front loading. 24' max. 1. 30' x= 0-25 10" max Size and spacing 32° min. x=0-20 % T rL 30" ;' of grab bars. j i S V 11/4 " -1 I/2M. L / / U j X Parallel (13 Q) i wheelchair /, 0) / .� # # E / j space / X � M whorwar eelchair ���® / It Forward x E / space d wheelchair V r---------- -i r------- i--1 spaceAL ,�/////////�//�////%%%/////// �//////%, X I Obstructed Side Reach Limit E I 1 I+f- ����� #� Forward Reach Over Unobstructed Side Unobstructed Foward +® an Obstruction Reach Limit Reach Limit I I I I I i I NOTE: x-reach depth, 9-reach height, z- I I Reach limits For wheelchair users. clear knee space, z is the clear space below the obstruction I I which shall be at least as deep as the reach distance, x. I I NOTE: J11�2-Inm/ if the door has bob. a closer and a latch 22"-23' E c / 58' min. ts' S' min. ---- 54" min. max. N E E ° / c ear l-_----_- 6 ]. - - 16 min 16" min 8" max. ,/ 0 2ti2 15" min - max. 16' max. Shower seat design Cleanr Back (0 i, 0 I Qi m0 I 1 I 1 I I y4 45' min.31 ;, m -------- Transfer Type Shower 30" min. 3ro' Clear Side I I I ILav I I L !' I Q) i %F I� -31I �- W I - Side Roll -in Type Shower ; iCXU;;Z* #9 Shower layout provide blocking for lowering of cabinets 7 caulk joint at counter split typical c0 N m E ,, 50' min. I 1 r------------ j I I S i Ilay.- X ' 1 i � _ I I 1 I � / � I M E o; 1 E c0 c0 i NOTE: x=36 in. if Ii min. m �, m clear I x=42 in. iF y 54' min. NOTE: y=4 in. if the door floor y has both a loser a l d a latch space -----i r-----------� Location of Grab Bar Reinforcements for Adaptable Water Closets � 48' min. _ 24" min. I 24"mini 1. FiGURE #. � (a) Clear Floor Space For � I I r----------n j Adaptable Bathroom I 1 I c Water closets 54" min. - -,k- 12 min 42' min. P1(3.UFrm #,4 I I N 12' min, % NOTE: y=54 in. IF the door I i - % 1 toilet paper Water closet clear Floor space, 3&" maxhas a closer . dispenser Note: grabbars are shown but not required at time of construction NOTE: y=1 in. if the door m i m has a closer, a /. ,r 1- min. 6� Location of Grab Bars For Usable Water Closets /' ICiear Flo ispa ce + `\ !/i /%% i/ri %/' %'%/ / /<•// /. /,//; r y r /,/ /./� ///"ii rrrvr' I < Medicine - % j% r m I 19 max. cabinet N N 4V min. / /!--_, clear ---� clear j j% ---� clear 1 , I floor 1 % I Floor j I Floor IGj x 1 s aCel > %/ 1 s ace % / 1 space I x ---- - \ X 3 -laves {c _lav J P _lav J p `6 m ------� % %'--------1 E &, min. roo, min._ / jj 15' min._ cYl N <w 4 c WITH SEAT in TUB UJITI-{ SEAT at HEAD of Ti 6r0 " min. o = Drain 11' min. toe clearance _ f w i sup) . '1 a = Shower head /� E # lee = Shower controls �i�'UR+® claranre 17" min. Clear floor space at bathtubs. Lavatories fixture depth A A n / ,G!/.,77. & /.!%rr ,,, :j;, continue flooringq continue Flooring under removeai cabinet under removeable cabinet (a) Before removal Of base cabinet (b) Cabinets and Base Removed and and lowering of of wall cabinet Height Alternatives riSUiIrm #13 Kitchen work space Sug. Flexible caulk joint supply Imes 30" min. tt counter split j clear typical i 11 Lu rl�l 0 / continue floor continue Floorin under remove'in i cabinet under removeab-le cabinet sue, slip joint in tail piece (a) Before Removeral of Cabinets (b) Cabinets and Base Removed and and Base Height Alternatives FiGUROM #14 Kitchen sink 1. Countertop or wall - mounted oven 2. Provide pull out board with side opening door 3. Clear open work space (See Figure 193) 4. Bottom hinge door 5. Range oven 2 00 0 00 -_ 30' min. 30' min. 30' min. clear �� `� clear clear 3 3 3 (a) Side -Hinged Door (b) Bottom -Hinged Door (c) Range Oven Mii._u #15 Note: location of work space next to ��•.T�r oven is not required IF self- cleaning Ovens oven is provided. 16 CONTROL AREA r i E I I r �_� itions G Al FOOT- both conditions Q Ba thtubs i E � x j I-----i E O with insert seat BACK- with built in seat Bathtub blocking layout "- 6' max 6' max / ZEN 12' max 15' max %/% 46' min. / BACK- with insert seat BACK- with built in seat Bathtub grabbar installation 2-1' j. i max. j Typical Side BACK (a) 30 in, by 6r0 in. Stall Control area x X 16 io 4 Control area x ?C � 00 BACK (aa) 30 in. by 60 in. Stall w/ grab bars 001SU = #12 Showers 2-1" A max. __ L---J% ivu i% 1/0 i Blocking j N Side- seat wall Sack Side - control wall (b) 36 in, by 36 in. Stall ions I HEAD- both conditions) i Blocking Side- seat wall Back Side - control wa 1 (bb) 36 in. by 36 in. Stall w/ grab bars NOTE: shower pan shown recessed 2' into Floor to accomoclate 1/2' max required curb see architectural plans For Further details % 22' , %/ Blocking / typicaI j /X, Control 1 J / area IE%31 ii % 18 L_ 01 >_ % Control area m , ■'0 C ■C Z 0011)Q >w0)LL mVZ O m=o gQwU zOZp aZZ CHK'D: P.M. AMY CARPENTER P.A. :TI M WEN TZ PROJECT N0.:15-1343-01 LU Q w� ¢� Zp F- W N W i C6 a Q E" elf o Uz > :3 U1 W W (L (� q U Z t: W W W U-I Co Q (L (K z Q �W " 711 l i�l��li �, •ill � III I III III Ili lil ill it II II'I 11` mill III III i © 2001, The Martin Architectural Group I i N 4� 0 11 IL 0 0 M m T z 0 U N 0 0 M M P C' ti to rn 0 0 N 00 N f"w-M-70 ca .c. CH KID: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 w Q � � � m w� �rn Q� o� LU z o � L� w ~ Uz LU tL _ la L LU mm z� �U o d (T1LILL zo �I gay xI !i c 2001, The Martin Architectural Group 0 N 0 0 N 11 tb N E D C B EXIT +7 STAIR TOTAL OCC. LOAD=(RES/OTHER)=52/1 REQ'D WIDTH=(2.5 UNITS)=56' PROVIDED WIDTH=60' EXIT al DOOR TOTAL OCC. LOAD=(RES/OTHER)=52/1 REQ'D WIDTH=(2 UNITS)=44' PROVIDED WIDTH=44' OCCUPANCY / ROOM AREAS NYS CODE - 19°5 LEVEL OCCUPANCY / ROOM AREAS NYS CODE - 1995 LOWER LEVEL OCCUPANCY / ROOM AREAS NYS CODE - 11B'35 LOWER LEVEL OCCUPANCY / ROOM AREAS NYS CODE - 1995 LOWER LEVEL EXIT CAPACITY NYS CODE - ISSEP NOTELOWER LOWER LEVEL - DOORS iUNITi• 22' MARK ROOM SPACE CALCULATION ISFJPERSON) AREA OCCUPANCY LOAD MARK ROOM SPACE CALCULATION (SFJPERSON) AREA OCCUPANCY LOAD MARK ROOM SPACE CALCULATION CSFJPERSON) AREA OCCUPANCY LOAD MAIM ROOM SPACE CALCULATION (SFJPERSON) AREA (NET $R) OCCUPANCY LOAD EXIT • OCCUPANT LOAD RES/OTHER MIN. WIDTH REQ'D OCC /60 ■ 1 UNIT (RESJ + OCC. /20■ i UNiVOTHER) TOTAL REQ D WIDTH PROV O WIDTH 100 ELECTRICAL 100 538 5 135 MEDIA ACTUAL 480 20 110 PACKAGE ROOM 22 N/A RESIDENTIAL WING 15 HABITABLE 11,215 ISO 101 HALL/RECEiVNG WA 136 POWDER ROOM 60 N/A 111 ADMINISTRATION 200 166 1 1A N3P16 3 + 0 - i unit 22' 40' 102 MECHANICAL im w'I 9 131 BEAUTY/SARBER ISO 344 3 112 CONFERENCE R= 1 200 190 1 2A 19/'16 3 + .8 ■ i Unit 22' 40' 103 VESTIBULE WA 1-48 HALL WA _ 1 iNNOOR AREA 3A Mn& 3 +.8 - 1 unit 22' 40' 104 TRASH 221 WA 139 POWDER ROOM 51 wA 114 TRASFI 61 wA � 4A WO 3 +.8 ■ i unit 22' 40- 105 MAINTENANCE SOO wA 140 HALL N/A 115 I LEVEL: 54,660 SF TOTAL LOWER LEVEL LOAD: 1 4 PERSONS POST EACH SPACE WiTH LOAD AS NOTED WHERE APPLICABLE 5A 19/16 3 + ,8 - i unit 22' 40' 106 MAINT. OFFICE 200 SID 1 141 OFFICE ISO 153 1 116 HALL N/ALOWER 6A MMI& 3 +.S - i unit 22' 40- 1ID1 FiRE PUMP 204 N/A 142 PHYSICIAN ISO 386 3 1T1 NOT USED 1 19/'I6 3 + a - 1 unit 22' 12- 108 WOMEN'S ROOM 28S N/A 143 EXAM ISO 125 1 118 1 RECYCLING 91 WA 8 16 1 unit 22' 12' m MEWS ROOM 288 N/A 144 EXAM w143 i 119 POWDER RM 50 N/A 9 16 I unit 22' 12' 110 LINEN STOR. 100 WA 145 BAW, ISO 122 1 10 19/16 3 +.a • 1 unit 22' 12' III EMR 49 WA 146 HALL NIA II 0/5 0 + .05 - i unit 22' 36' 112 JANITOR 25 N/A 141 TENANT STORAGE 250 1%45 8 DINW3 COURT 15 (PAVED AREA) 1140 16 12 0/5 0 + im - 1 unit 22' 36• 113 EMPLOYEE LOUNGE 15 433 29 148 ELECTRICAL 100 91 i GARDEN COURT ACTUAL 40 INNIFESArETY SUMMARY 13 114 SOILED LAUNDRY ACTUAL 92 1 14S SEATNG 15 3w 25 OCCUPANCY CLASSIFICATION: USE GROUP: B3 U1/ ACCESSORY USES FULLY SPRINKLERED - NFPA 13 TRAVEL DISTAN^.ES RESIDENTIAL MAXIMUM ALLOWED TRAVEL DISTANCE: W'-9' (15'-0' + 25% REQV SPRiNKLER IN�E ■ 93'-9') ACTUAL MAXIMUM TRAVEL DISTANCE: ACCESSORY BUSNESS MAXIMUM ALLOWED TRAVEL DISTANCE: 250'-0' (W/ SPRNK ) ACTUAL MAXIMUM TRAVEL DISTANCE: 88'-11 1/2' ACCESSORY ASSEMBLY MAXIMUM ALLOWED TRAVEL DISTANCE: 200'-O' (W/ SPRW-) ACTUAL MAXIMUM TRAVEL DISTANCE: 133'-9' MAXIMUM DEAD END CORRIDOR: 20'-0' ACTUAL MAXIMUM DEAD END CORRIDOR: 20'-0' 14 15 CLEAN LAUNDRY ACTUAL 155 1 i HALL WA ,y 116 SUILOWs LAUNDRY ACTUAL 252 2 15, LIVING ROOM 15 robs 45 LOWER LEVEL - STAIRS „1 LIQUOR STORAGE 135 WA 15 SERVICE PANTRY ACTUAL 55 1 i18 PAPER STORACsE 91 WA 153 PRIVATE DINING 15 234 16 STAIR • OCCUPANT LOAD gJpT MIN WIDTH REQ'D OCC. /40 ■ 1 UNIT (RES.)+ OCC. /60. 1 UNIT(OTHER) TOTAL REQ O WIDTH PROYD WIDTH 1113 DRY STORAGE 402 WA ,5.1 SEATING 15 239 16 120 CHEFS OFFICE 200 16 1 155 MAIL ROOM ISO N/A 121 KITCHEN ACTUAL 1031 20 156 HALL WA 2 19R6 .5 + 1.3 ■ 2 unite 122 HOUSEKEEPING 452 N/A 151 MEN 56 N/A 12 LAUNDRY 112 wA 158 WOMEN 41 WA LOWER LEVEL - EXIT CORRIDORS 124 OFFICE 200 80 1 i5g LIBRARY 5ID 546 Ii 1215 POWDER ROOM 5ID WA HALL WA STAIR • OCCUPANT LOAD RESJOTHER MIN. WIDTH REQ'D OCC_ /40 • 1 UNiT (RESJ+ OCC- /6ID■ i UNITCOTHER) TOTAL REQ'O WIDTH PROV O WIDTH 126 PRIVATE DUTY 15 502 33 161 OFFICES ACTUAL 2W 3 121 CLUB ROOM 15 593 40 2 OFFICE 200 121 1 T20 BAR/LOUNGE 15 465 31 163 WARM-UP 200 1Fi1 i 1 52/16 13 + L3 • 2.5 units 56' 60, 12S HALL wA *4 COPY 200 93 1 3 52/ 16 L3 + L3 • 25 units 56' 60, 13Q} DNIWs ROOM 15 2910 194 165 CLOSING 200 124 I NOTE: COMBINED OCCUPANT LOAD - 3/4 TOTAL LOAD 131 HALL WA 166 RECEPTION 200 16S i 132 EMR 89 WA 161 WAITING 15 IS6 13 i MEWS ROOM 118 WA i g RECEPTION HALL 538 wA 134 UlOMENPS ROOM 204 WA 169 VESTIBULE 159 wA TE- TERIOR TRIM IN EXITS, STAIRWAYS AND :)RRIDORS SHALL BE NON-COMBUSTIBLE R FIRE -RETARDANT AS PER NYS CODE 140.4 OFFICE n) ® 1 139 NURSE 0 l24 L UND.I r� _ � LIQUOR PAPER/ 123 i P' Q nl) O W 117 ® ® LINEN F__1 DR i OFFICE 3 ® 141 EXIT 108 EMPLOYEE 118 i HOUSEKPNG �_� �� 4EXIT 04 al u 3 L RATED PHYSICIAN v ® ®� LOUNGE , , 122 coLUMNs As PER 74j/,-i ❑ UL • x5z8 (TYR) MEDIA �� 142 KITCHEN DRY IVATE DUTY�1_1 BANK 113 CLUB ROOM AR/LOUNGE 135 BARBER n STORAGE " UNGE ® BEAUTY 145 UJAITINr2 11 OM ®1 i _ 119 O 1 127 128 S I ! 137 h " (_ O 071 �A n --- MIN /= r� ..... . ,,.v .....................rs.�.......■....■■.......■...... ;.,�... -� ■ �; ..� �q,...::.� � _...��w.. _.. ..-.;_ �....I■.. ...........vim .,.,..� ... . .. .... ■.. - . � ......�..y ELEC. TRASH O ®EXIT 104 E r al alEXITl EXIT ,yt-m I I I 0 ® 1a n STAI al I' �� rv■ � 181 IT O O EXIT Ell T HALL alq EXIT FE 9 OKE 101 ® EXIT 0 NEST. J IT ® RECYCLE V 3 RATED—/ _ 178 .i COL UMNS A5 PER • UL • X528 (TYP. FOR 3) 3 HR RATED © BEARING WALL AS PER UL ' U% (TYPICAL)— MECHjr! FIRE PUMP 3 HR RATED ExT.F-1021 107 BEARING WALL AS PER UL ' UW4 (TYPICAL)— EXIT EXIT 1012 EXIT a S SOIL. CLEAN 02 EXIT 2 HR RATED 114 1 115 I SEPARATION WALL F1201 AS PER UL • U41S HALL- 3 HR RATED p ,I COLUMNS As PER ELEV. 1381 ---- ® — UL • X528 (TYP. FOR 4) I _ BLDG. 131 , ® DINING ®I - LAUND. 130A ❑ ❑ 0 1 1 i ® NOTE: II�� UNIT 116 ® u F® RATED 5 4. EXIT 04 DOOR TOTAL OCC. LOAD=(RES/OTHER)=52/1 •4 REQ'D WIDTH=(2 UNITS)=44' EXIT PROVIDED WIDTH=44' EXIT .II ► 0-�1 11 air■ - A ....... ■■■■■■■■rim G■■■■■ ■-■■■■■■.■�■-■r1■_�.. _ II�ZJ• p I T � T Ir Up �a•�� d! ► � d ■�i �L,_—�-- '—_ � —�� it PROVIDE DRAFT CURTAIN UNIT 24' BELOW CLG. s DOORS A CEILING SEE eur .v.1a TO DINIhKA ROOM (TYP.) mh ® W 145 SEE g .nz,+ KITCHEN ®'■ EXIT 116'-3' -TRAVEL DISTANCE - 3 ., RATED EXIT STO E XI 134 121 COLUMNS As Exir Exiris 147 PER UL • X528 (TYP. FOR 4) I � � TING ® EXIT 149 130B ® LOCATION OF 2 EXIT -® BLDG EXP JOINT ► I I / ��aIL� �1a�11L1 O�. LIMMINIMI MEMO do Yiii% � O 3 HR RATED XIT COLUMNS AS PER SMOKE UL •X528 (TYP STOP ll ® J L J -11111 1 HR RATED CORRIDOR WALL AS PER UL • U41S (TYPICAL) HALL a 150 DINING EXIT EXIT LIVING 130 o ROOM __9 151 I I i 3 HR RATED COLUMNS AS PER EXIT UL • X528 (TYP.) n y, SM ® ® ® ST E> IT E� 23 4, EXIT EXIT BLD F154 � - SMOK ® -5 "!SERVE. PRIVATE - _ Exlr 152 - - ® 56'-1 114' - EXP JOINT DINING TRAVEL UNIT UNIT ® UNIT B 0 153 0 ❑ ❑ DISTANCE S B SEE '.A•IT A274 O ® SEE SW A234 SEE SHT A234 I BRARY U110 U116 118 0 ---- ®� 0 HALL o ELEV. a4 O 1 a � O I MAIL 1. 0 155 131,ELEV. a5` �j Il)® 0M OTRASH O 11117 0. 157 e 174 1 1 1 1 ❑ - ❑ - III® o0 SMOKE I I SMOKE EXIT Gi 0_ STOP 4'-J' - TRAVEL DISTANCE ® STOP �-�® ® 156A 404 FE7A Exs' EXIT 3� EXI I 11. RECP. ❑ ❑ S�_'S FICE '° IIII 185 „ I COPY 166 RECEPTIC4 173 0, 164 HALL HA � ® 10 1 s8 OFF ES " - 0 SEC. EXI® nil, T 6'-3' - TRAVEL DISTANCE EXIIT 171QI 4v o' � UNIT ® , „ 0 2 HR 51 SEE sw A2.14 I CLOSING EXIT GREAITLED WAITING OFFICE U115 OFFICE WARM-UP � \ OFFICE 175 2 163 165 167 16PK�s l72 VE5T41 i 169 L--EXIT r__1 0 f� Elm T EXiT '5 DOOR i TOTAL OCC. LOAD=(RES/OTHER)=52/16 REQ'D WIDTH=(2 UNITS)=44' O PROVIDED WIDTH=60' O O O GARDEN COURTYARD MAX. OCCUPANCY 40 PERSONS „ , TC 1 AIT LEND ■ ®®■ 3 HOUR FiRE RATED PARTITION ® 2 HOUR FIRE RATED PARTITION 1 111 I IIII 1 1 HOUR FIRE RATED PARTITION ®- EXIT SIGN O FIRE EXTINGUISHER F.E. FIRE EXTINGUISHER CABINET rol F.ESEMI - RECESSED SMOKE DETECTOR FIRE PROTECTION REQUIREMENTS RATING PER TABLE 11-104 U.L. EXTERIOR LOAD BEARING: 3 HR UIB04 INTERIOR LOAD BRCS PARTITION: 3 HR. U904 INTERIOR LOAD BRG COLUMN: 3 HR. X52S EXiT ENCLOSURES: 2 HR. U904 SHAFTS (ELEVATORS): 2 HR. USDA SHAFTS (OTHER THAN ELEVATORS): 2 HF U435 CORRIDORS: (SECT 739.4(CIX1)) 1 HP, U415 DWELLING UNIT SEPARATIONS: 1 HR. U41S SMOKE BARRIERS: 1 HR. U415 FLOOR CONSTRUCTION: 2 HR J514 ROOF CONSTRUCTION: 1 HR- J1318 - EXTERIOR WALLS THAT ARE NOT LOAD -BEARING, ARE NOT REQUIRED TO BE RATED - ENTIRE BUILDING TO BE EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE W/ NFPA 13 - ENTIRE BUILDING TO BE EQUIPPED WiTH EMERGENCY POWER TO PROVIDE EXIT LIGHTING AT STAIRS, CORRIDORS, EXITS, ETC. (SEE ELECTRICAL PLANS) - ALL SMOKE DETECTORS TO BE HARD WIRED WiTH BATTERY BACK-UP - PROVIDE FiRE EXTINGUISHER IN KITCHEN (121) (MIN 10-B RATING) - REFR TO SPRINKLER DRAWINGS FOR GENERAL SPRINKLER LAYOUT. SPRINKLER SYSTEM DESIGN AND INSTALLATION TO BE DONE BY SPRINKLER CONTRACTOR - MAX, CORRIDOR LENGTH BETWEEN SMOKE DOORS = 100'-0' - FLUSH STEEL ANGLE BEAMS IN CORIDORS ARE TO BE SPRAY FIREPROOFED - MIN. 3 HR RATING EXIT ® +0 EX(T/I ® STORAGE ® EXI 147 I ' VI STOP 84'-5' -TRAVEL ® E DISTANCE EXIT I O I 1111 III, bo l 10 ELEC. 18 - ® � UNIT B v ® UNIT SEE 9�,2.14 UNIT I U 151 3 HR RATED F STA I R 03 LI XIT EX ® SEE S A214 -/ SEE 5W A2s NIG WALL U149 AS PERRUL "Ue14 "' U153 '® EXIT (TYPICAL) -�-_` R4� EL oIgT NCZ 3 HR RATED —� BEARING WALL AS PER UL • Ull UNIT 'I ® UNIT (TYPICAL) B B SEE 9F:T A2.14 BEE SNT A2l4 - 20 I U122 = 0 --- .I r Nil 1 • I MEMOo ® UNIT UNIT P 151 Bi SE SEE SW A2.14 E SNT A214 U121 U123 UNIT B SEE =4 U155 EXIT 03 STAIR TOTAL OCC. LOAD=(RES/OTHER)=52/16''. REQ'D WIDTH=(2.5 UNITS)=50' PROVIDED WIDTH=ro0" EXIT 03 DOOR TOTAL OCC. LOAD=(RES/OTHER)=52/16 REQ'D WIDTH=l2 UNITS)=44' PROVIDED WIDTH=44' 2 HR RATED WORM 5HAFT ASSEMBLY CEILIN33 (TYP. WHERE HATCHED) UNEXCAVATED EXIT EXIT UNIT r Et � SEE %IT .Ain U126 i II p I I I 0 it I I 0 I � o I �I I 3 HR RATE COLUMNS PER UL + X528 (TYP.) UNIT EXIT �E SEE 8HT A21T U125 EXIT EXIT % DOOR TOTAL OCC. LOAD=(RES/OTHER)=52/-1 REQ'D WIDTH=(2 UNITS)=44' PROVIDED WiDTH=roO' I HR RATED TENANT SEP WALL AS PER UL • U42ID 0 E D C B 0 t Z3 �h cq T 00 0 — Lot co F"acn O m V m a h W � V r C 0 0 cq w ~ N H_ � O W ONN4 a-mLU(3 (3 w ~Q4WU zpzQ� Q<�'� � _j G' Y% \1 4- CHI<'D: P.M. :AMY CARPENTER P.A. :TIM WENT? PROJECT NO.:15-1343-01 Q Q Q Q Q N F Q 1- z m � OJ GO LLJ (L O Q E- U Z LLI LLl I LLI d) 1!I ^� V � cn Lll LI LWL1 I�LI ® m QILff< E � 4 (a LU Cr ML IH LH fa"I) wIn EL LH IL w 0 12 3 PORTE COCHERE L.OWWR L rz\/=L PLAN 0 0 0 13 ri FLN-5 5 6 SCALE: NT5 A 1.- © 2001, The Martin Architectural Group 10 I C C I I I I I i I I I I I I 1 EXIT Q DOOR TOTAL OCC. LOAD (PES/OTHER) - 52/16 REO'D WIDTH = 44' PROVIDED WIDT44 - 44' LEGEND ■ ®� ■ 3 HOUR FIRE RATED PARTITION ®� ® 2 HOUR FIRE RATED PARTITION i 1 HOUR FIRE RATED PARTITION �- EXIT SIGN O FIRE EXTINGUISHER F.E. FIRE EXTINGUISHER CABINET F� SEMI- RECESSED SMOKE DETECTOR E URE PROTECTION REQUIREMENTS RATINGS PER TABLE 1 I -104 I.I.L. " EXTERIOR LOAD BEARINGS: 3 HR U904 INTERIOR LOAD BRCS PARTITION: 3 HR. U904 INTERIOR LOAD BRCS COLUMN: 3 HR X828 EXIT ENCLOSURES: 2 HR. US04 SHAFTS (ELEVATORS): 2 HR. U904 SHAFTS (OTHER THAN ELEVATORS): 2 HR U435 CORRIDORS: (SECT 1 HR. U419 DWELLING UNIT SEPARATIONS: 1 HR. U419 SMOKE BARRIERS: 1 HR. U419 FLOOR CONSTRUCTION: 2 HR J914 ROOF CONSTRUCTION: 1 HR. J918 - EXTERIOR WALLS THAT ARE NOT LOAD -BEARING, ARE NOT REQUIRED TO BE RATED - ENTIRE BUILDING TO BE EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE W/ NFPA 13 - ENTIRE BUILDINGS TO BE EQUIPPED WITH EMERGENCY POWER TO PROVIDE EXIT LIGHTING AT STAIRS, CORRIDORS, EXITS, ETC. (SEE ELECTRICAL PLANS) - ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACK-UP - PROVIDE FIRE EXTINGUISHER IN KITCHEN (121) (MIN 10-8 RATING) - REFR TO SPRINKLER DRAWINGS FOR GENERAL SPRINKLER LAYOUT. SPRINKLER SYSTEM DESIGN AND INSTALLATION TO BE DONE BY SPRINKLER CONTRACTOR - MAX. CORRIDOR LENGTH BETWEEN SMOKE DOORS = 100'-0' - FLUSH STEEL ANGLE BEAMS IN CORIDORS ARE TO BE SPRAY FIREPROOFED - MIN. 3 HR RATING m© ID C IB w = w r � Oz�W U�zW Ow Q�LLIO N fYj U W ~ J< 11 Q 3 w w �Z CHK'D: P.M. :AMY CARPENTER P.A. ..TIM WENTZ PROJECT N0.:15-1343-01 < ar) mom= wo F Q� o� z F w w :3 cn c� --I E W Q F UZ w r un > w Z F Q 0 cn w LLI cl w w 0 m IL ff _ z� �Q 0 T00 4 II LLI lIllf LL LLI LL luL w ��� � 0 LLI :% 0 11 12 13 14 45 16 17 18 Ig A E I C C I 1 FLN-2 5C4LE: NTS I I I A 10 11 12 13 14 15 16 17 18 19 EM m'm C m: A w pz z w L 0z5w O<zw _j < ON,j)Q >wf),L QF_O m0��O -w ~gQWU zzzO�p= IY�QwU Q4 z<I CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Li J Q Q N M \ W Q � C F_ LLI O W (f) � C!� c > F_ E- LAJ O } a L cn w � N (� C) d) z mz ��.DW m LI bj m� ULWC� z� �Q Z EL ® A in UII - IL w IL w C� I D <F <1 < -Z OLI < CHK'D: I P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 < Lc, < C) z 0 W T (S) (3) Li cf) U) > - _j < E_ w cy Q) z c/) w LIJ > Lu w LIJ > W w OL w z sQ o oz �m� LL IL w LL JUL w > w IL @ 2001, The Martin Architectural Group E 9 C IS-] OFFICE ,, 5241 ------------- MIN jp I CouWYARD I9'-2 1/2" Bro'- 5 1/2' m ]DIM A I 10 11 12 13 431'-0' MEDIA PRIVATE DUTY 77; LOUWsE CLUB ROOM 5AfPJLOUW3E 1 0 BEA)JTY F1-27-1 STA F1 -2-6 1 #2 L127 [1-8-21 WALL HALL Lad ELEV. L133 *2 Er 1 R HALL ELEV. 132 ail DtNw.z EOJA W IL SEATING 149 WALL 150 oNtws LIVWs F1-3-01 9 ROOM 151 Nd 1-353 SEATING E 1-5-41 E r PRIVATE 152 DINING EE S "T S— > WALL ELEV. 04 11561 .7 MAIL w M TRASH o 15. 74 E COPY feECR 185 OFFICE F1-66-1 RECEPTION 11731 +�L aE:4 139 OFFICE 141 BANK 142 U:ej WAITM I F-F1 I I I I I U F rxAm 1 3 EXAM 143 r 44 STORAGE l I f1l 1k n r147 WALL LUJ uar II 141 Uw Uw Ib0 ftm&M� 6=�— ml (II(I 11 OFFICES I SEC. 171 Umm 51 OFFICE UAW -Up CLOSWS WAI OFFICE TNG OFFICE Fl-7-51 163 F1651 F167 [7'621 L VEST. 1 170 11691 L--J II II t- r 0 0 PORTS COCI-ERM II II &CALE: I/1&"=1'-0" +5 16 "R004 C.OUWrrAAV HALL 176 U�" Lm 52 02 I sm$ur. tui mzwr� F551 wrr Utm 14 V- 8 N ILDILU Uw ID em—AWN Um 35'-5 1/2' =-I I 20'-2 1/2' 1E ID 1.4 C 1B T1-I15 DRAWING FOR GENERAL ORIENTATION PURPOSES ONLY. REFER TO 1/0' SCALE FLANS FOR MORE INFORMATION A 19 C H K'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 Lj < LiJCq,, �-- < 0", C) 0 LU LLI �f) — r IL 6i -i 5; <:z1l 73 LU LLI CD (L CA � n L L11 (s) z w LuwInQ m (21 (L ff- 0 z 0 ff )- z ILL H1 V tLj■ IL fli fil i- IL A JUL > O A;,2, .0 1 c 2001, The Martin Architectural Group E IN 107 m f=LN - 3 ,SCALE: 111(o`=1'-0" 1E ID C 1B CID o O Go O Co Co CD C> in ti cq it it cq U.1 5110LMWWW� C H K'D: P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT N0.:15-1343-01 LU L.LJ �— < C-1 F- Z LLI :3 0 — LIJ T �D W Cn _j < L'i CY (3 _j (-) co Lll LLI (Y- u > Lu :3 w w fl- 1: D Z LU z kn — cn W LLJ Lu w D, m Q 0 z IL z 0 () -A -A 0- kn IL z -A ::3 IL () IM 10,01, 1 12 13 14 5 16 78 THIS DRAWING FOR GENERAL ORIENTATION f=UP,PO5E!5 ONLY. REFER TO 1/0' SCALE PLANS FOR MORE INFORMATION 19 2.2 c 2001, The Martin Architectural =:—Pj LO A C l: A 1 , , I REFER TO ID Dli FOR ALL COMMON SPACE INFORMATION NOT SHOWN W2 W3 W4 W5 Wro uJi �� 1 I4.0iA We uJ10 1U11 UJ12 24' - 0' 24'-0' 24' -0' 11' -z' 12' -10' 12' -10' 11' -2 ° ]1'-2' 12' -10' 36' -2' 12' -10' 11 -2' , 9'-1 1/4" 21't10 3/4' I 12'-0" 11'-2' 26'I-4° I 11'-2° 10'-6' I I I I I I I 4' 6 A6.03 i 11-4 i/2 st ' @ REFER TO KITCHEN Dui � I FOR BAR LAYOUT E @ i I I I ----------------�- @ OFFICE = ® °_ 3 - @ - ^ _ \ 0 EQUIPMENT I ffMETALLviNG 1 124 r @---p?5B.� 124 UND:- --- N I , L IQUO FAFER/ �r I w 123 i iA\-I---t W A2.18 0 D LINEN D w tz3 1--- / I D = I 117 o z rnxac+c m N t28 I i 108 "' H U EKi�NC Il'-2' 11'-5' I L� I ' PRE-FAB -' i2 13 5 I I IEMF'L01'EE ' D 117 118 118 D F w N -- of 'n DiRECT-VENT D 8 IN 122 GAS FIREPLACE - 5 ( O A603 -) I I LOUNGE a ,n 5 I (MAX. 4 ELBOWS"% \ IN i" tt p 23'-1' 9 1/2' 11'-6° 6' 11'-4' 9 1/2' 23'-1' MEDIA O O 106 Y_ ;- I KITC N D121' S N PRIVATE DUTY 1z-IA e 5 of = 113 CLU3 ZOOM e �, e BAi�/LOUN E I @ I 135 7'-9" _1 -1 1'-V LOUNGE - - 1 _ID 6 r--- _ STO1z,4C E I @ 5 � 1 - i I " 0 0 127 6 - S AI 1 8 _ i. %— 109 Q I _ i 119 Az.18 - - - - - - -i - r 126 N I 5'-1 12 --- @ AREAWAY / M I ' - 1 SODA t— — — ° � in j s4°0 � w/D � (j i 109:1 i 10'-31/2" o I 12'-31/2' S'-1' 4'-11" it" 21'-01/2" - 1 'j 22'-'I' I'1.w-2" 911/2' /V _ 4 113 L INEN REFER TO 5 -7 - 0 125 „ LaiSLAB EL. t I I KITCHEN DW 3's �D�" PD I ( i A 126 `� I ip 9 1/?� I 0 /FD FD 12'-3 1/2'J" TOR. 122 � ❑ i -- 35A 6l = d'-o' AFF. \ c� I� _ I FOR EQUIP 119 7 9 g2-� F .o. _ - AN I � � 110 � 125 I _@ ' iz� 8 1D 1z8A � i 182 26x 26' M.O. ®u I - - 'I"- - - �4 -' 6 - - - - - - - - - - -!� 1' -6 '� L � .._ - I J AFF. I 4 6 4 I 4 *( �( -- — ' °Li - - �-.�' = - - - - - -� - -I --ALA A I I �' 8' @ HALL � _ - _ - � D lID' 2'-Il i/2° N10 k: 111 @ 6 6 - 4 -1 in 1 _ 131B ;' A6.ID3 � I o I � DF �r ' z � 129 , � � � � �; A2a8 131 ii -1ID v < 6 6 129J4 - - - - - - - - -- ---- ---- I 131 — -I — IE.M.iz. I d 114 115 121 (j = j i _ I- I 4 �p ❑ °� �132j II t� I „ 111 111 1L 6' OFFICE _ J - - m - 121A 0 18'-4" 24'-0" 4'-1' S ( ELEV. I 133 I-l'-2 1/2' 6 12 3 I/2 - t S' I I - -�---- cp VENT SHAFT 1 I I I I O I L�. �, O CLEAN @ ABo , A6 01 #2 I 138 ELEC. 6 He - - - - - - m 100 GFD I I i --- ELEV'-- @ �11-4' �' D � 115 120 120 � �' �� _' E:1 6 r 4 I Et-1 I I+�,4LL 133 46' w. x 14' H. M� — @ 104 - —114A 1 4 AFF �' I I # I -EPLI 5 - I - 132 1 138 100 cABOvE Doow - _ - c� 6" '_ I ELEV. ----- - ( ' I ( o 14 9' „19'-11/2° 91/2" m 51'-'I 1/2' I 6' 14'-6" 8° 9'-8' 8'S'-9' I l0 N 4 104 P 115A13A -@ DINING LAUND. all e. 101 = I - - - - - 116 4'-1' i m I ^� I -- 5'-2 1/2" 130A `� I ❑ ❑ m_E 22'-3° 12'-0° 10 -1 1/2' - - - - - ® 8 I 134 IV, �0 REFER O c4 ( e l 4 5 lvv I6• w. x s• N. M.U. � 1 - F T 6'; 11° � �� � .. I ( 9'-m' Al 101 m 101A LAUNDRY I i I 1 m I 6'-5" 6'-6° 6'-4 1/4" 4'-8 3/4" -T'- /8" 8'-3 1/4' it /8° 14'-0' w X.- O A6.IDI DWGS FOR I' 1' KITCHEN ® �`' 6 121 - r r] - il _ ALL INFO - _ __ 0� O O O I I 134 o --=- I A cp 13IDD 149A 10 EST. I 6 I I i-I FD--- I \ 121 m 4'-6 1/2° , l�i2A-8, 130 ( ( _ m \ iIID12A 4n ® F.D. LOCATIONS — W/ MECH. EQUIP. RECYCL 0 @ A 11 A A I _ B I / ® 4 4 A - O D I � r I S B EATING ®- A N11781-- -- _ _ ID' B 6 0 17 I \p / @ 13IDA 150 14 9 149 - 0 MAINT.� B = A m n � 130B L' - m `� REFER TO KITCHEN DLLG I / - 21'-8" �'-lID° 5'-8' 1 10" 30'-10, jm O 6"8'-ID° 6' 18'-ID" 10' 4'-ID" 45'-6° I 4>12'- SHT F5-1 3 FS-2 FOR ALL INFO. m _4° 811 1/2' 6" 9'-8 1/2" 10' G.C. TO COORD. WITH MEP I 2� - 0 1 B 36' N. x 48' W. M.O. I® o I I A5.02 @ 0 V -0' AFF t ® B 4 B, B 36• W. x as• W. MO. I @ I 1 TYP. @ A 4'-4' AFF I m DECORATIVE LATTICE - - — - — - — - N _ ® - _ �— - - - - ---- ---® _ - - - - - — - (SEE 18/A3.08) �t d N MEGH m i to F I�'MF' 10 IG �p ® 11'-11' 6 -6' 6'-4 1/4" 12'-5 1/8" 8'-3 1/4 4'-4`- -ID' 5'-lID' 12'-4" 23'-4' 36'-lID' 211 \4 102 -6 107 - w 1'-4 3/8' 6' is , IOU, 0 B OFF, a w � -� iv 106 6 4 -4' q iol A 1 OO 3ID'-1" 9° 4'-T"4 6' ll'-ID' 6' ID 21'-2" II w � A ® HALL PRE-FAB DIRECT VEN 102 0 4' DINING REFER TO (D DWGS. ' 1308 150 - GAS FIREPLACE KNOXCOU1'�T`i'ARD ;� 0 \p FOR FURTHER iNF 5OX4 d REFER TO LANDSCAPE DETAILS (J.D iN INC \@p LIVING I , ' N DRAWINGS FOR INFO. li VENT 130 I PRE-FAB DIRECT 4 I ROOM i - GAS FIREPLACE @ ,_4E�� 151 ®e 19'-2 1/2' 1, 4'-6" -l'-11 1/2' 1T-4' 6'-8' 2 4 I I i 1D _ tV _ N OO I '� 19'ILI 2l '-2 1/2' 12'-5 1/2° 24'-ID° � I i I Ou ' � I A5.02 O °� 4ID'-6' @ O 0 N. B — TYP. ® - 19'-2 1/2' 12'-5 1/2" ( 41'-4' 48'j-8" ( - - -- - m \ _ I I 6'-ID" lID° I ( 3ID'-iID° 1 6° 8'-ID' 6" '—'� 18'-ID" lID' 9'-0' L®- ' 4' 1ID'-6' _ GARDEN WALL i ! i N W/ (2) 3'-0' GATES FIBER ASS 4 B -1 i WiTH PANIC DE�fCE. _ � COL U AT 13OC 6-1 ,! ' A6ID4 0 SEE SHEET A9.03 r @ TRELLi (TYPJ' 130C I yp2 SEA -HNC 1 , I I 0 'ID, -i1° 6'-6' ill 1/4° 4� '-8 3/4" '-4' 1 m 154 of cn EQ EQ m 4 I B A ®0 B�- - - -- Q -- - -- ® A I 184A 1 I - - I vp"i�- A roA 9 O A I 184 I UNIT SEE ID 159 UNIT I I 5 , SERV � I i DWGS. � A6.01 I • SEE SNT A2.16 \ ( IC I �I V�T� \ u B SEE SNT A21 f 1� ( ( _ I _ I 5 .m 5 �Q 153A 8 -ID 1/2" U 103 UNIT UNIT @ 5 152 D INiNC - _ _ - - N uNIT II® I I UNIT - - N — .cj. ❑'❑ IB 0 SEE SNT A214 SEE SNA2.14 - SEE SNT A2.14 St4 - - - - - --0' 4' LIP2AZY ®AI U11001161 DIMENSIONS ARE TO ROUGH FRAMING, FACE OF BLOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION. AT WINDOWS, DOORS E LOUVERS DIMENSIONS ARE TO CENTER LINE OF OPENING. m 9'-8° 1 IN E1 -- --- 8 I 1 I I II I --= I . - II. j � I z.18 HALL ELEV. #� ELI --- ------ _ ; 1 I '- RALL INFO. — _—_—_-- - -__ I I I I II O I -- I I i 155 I ELEV. #� I �� I TRASH N - ® S AI I ; FO Z o - - o o 0 Az.l9 ( 155 , I 14'-9 -i/S" 8' 9'-8 v8' 81° 17'-4° 8' 6 i/2® 8'-1ID° 11° ------� I I @ o -1 - o o -- I , I 4 I — — 0 184 i' - - - 4-4" '-0 1/2° 6 4'[�111"9' 4" -ID 1/2' 9'-5 i/2° 5'-ID 1/2' I 4'-6" 1 - - - - -21'-2 1/ 18 I 4 19- _ -------------7B (AE5A— i16 4 2 YP. 1854T �4 O o o o N 4 fi2ECP� a - .m 4 OFFICE O O ® lummommons zig ® � 00 - - 0O ❑ 5 B 11851 ---- 'LO co I 164� 166 m 16s ECEfi�TION 16�8 i I i N a I I t64 C`-MALL I O I D p - I I III III— ,—II�' II 4 168 + 11' 22'-11" I 2"'-11/2' 6'-11"®i /4!F1' a OFFICES ® 164A ---- - - - _ - - - - _ - - - 4 36 = N I - I SEC, --- I SiM. A5.02 v e - r t65 'GO I _ I I 171 1 5 - II ® UNIT UNIT I _ 163 16� _ I - _ O � !� , _ - F� AI ❑+ I I SEE v� WT A2.14 I SEE S»>l A2.14 ' S 1G 4 ! I I = L — I 5 I _ ( I- - ( 1-12 ll5 p T, I U 102 10 0 UNIT UNIT I 5 5 4 I - -- I UNIT I 51 UNIT ( i I SEE SENT A2.14 SEE SNT A2t4 tw 'till, 9'-11" 12'-10' 11 1/2 Il 1/2' 11'-10 1/2" -1 UZ' 22'-6' i lIDo I 4'-5' 1/2° 11'-10 1/2" 10'-11' il° SEE SNT A214 I SEE SNT A2.11 1 5 5 r CLOSING I l lm 3'-5 1/2' 0 OFFICE Ai Bi U105 U10 OFFICE N W14R"i-LIF WAITING ►C M O m I I OFFICE U11751 U115 101 ® e 163 165 167 168 6 22 175 As.Oz I ( @ I I Ai I i A A --- ( VEST, 9T. II I - 1 p � IMOUi III o @t$ B TRAP A 85A A --W T�A> I o =i^ 110. . . -0 �---fir _ � ARCHED A ---r- -- O OPENING D 1'-ID' 3'-8,/48' 4'-1 1/2 'I'-8' `�'-0l/ 8° 3 - �'-8' ' 1'-8 TYP) ELEV%-GARDEN WA L ' ( I I (TYP.) BY 169 5 I I U n " i I GUiDE RAiL A6 04 t'- I - - - - - =-'i, I I GARDEN W AUTO. DOO 49'3. R 3 1 4° I 4' 2 6'-6' 4'r5' 6'-6° 5'-i I 6'-6° 5'-'6' 6'_ll - 10'18' I I MANUF. I I I A4.01 -4' II 2'-0' IV-6 1/2" 7-5 1/2' 9'-6' 14'-6' 24'-ID° 11'-2' 12'-10' 12'-1ID' 11'-2° 24'-ID' i ` I �I ( I I I I I I I 1 , E23�� Ei� i� EE10 mil 4 A4.01 A4.01C—.A4.01 O.H. LEFT SIDE RIGHT SIDE // I I FORTE COCHERE I (SEE SNT. A9.01) I I L LOWER � L PLAN PLN-� LEFT �� SCALE: 1/S =1 -f� H —�----�-------�-- � --�� IE ID C IA 0 0 � �rI 0 010 0 Cq Oa. a Ulm, co 0 V � , L1. a m b a y r ' d iw ii 0 C N N 0 0 Cq N w = w oz�W Ozz w J w Q J OWN 4 >wNtt - Q ` WZ6 w ~qQ�U zo}gym z�z�= �3Rwu B�z�Q CHK'D: P.M. :Ali CARPENTER P.A. :TI M WEN TZ PROJECT NO.:15-1343-01 D ;- Q � N m wo Q a' o� w o W(n J \ a QQ Jz > w � 0 :3 z wz iff}a wwnnw/L1 m� li- IY Q z� �Q o 4>ilClw / II il III I . 1 Illii% I I :III II I C 1( 1 ) �Il , 0 11 12 13 14 5 16 17 18 19 (cl 2001, The Martin Architectural Group 11 C C DIMENSIONS ARE TO ROUGs 4 FRAMING, FACE OF BLOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION. AT WINDOWS, DOORS t LOUVERS DIMENSIONS ARE TO CENTER LINE OF OPENING. ELEV. #2 EM I ELEV. [13:2- 1 _8'S'-9" 1 H #3 I '7 I ISEATING-c 149 � c w11 W12 ' W13 w14 w15 w1ro w1-1 W18 w19 W20 W21 W22 12'-10' IV-2' 24'-0' 0 II'-2° 12'-10' 12'-10° IV-2' 24'-0' 24'-0° 24'-0° 12'-51/2° iS'-61/2' 2'-0" I I 2 -435'-4° 11'-2' 26'-4' IV-2- "12'-0° ' 9'-51/2° 19'-21/2' I I I — — — — — — — - � A2.18 I AREAWAY W/ I LIVING fROOM i 151 2 (o A5.02 TYR i{1 w-0' 10° I &EAT INCH � 154 154 S IE ID C IB cc m 0 ® u, r tD N 00 rA to m ,t4-r U 0 U F a w a � a y U� d F CID N N .G .•a F 0 0 v N W a $ W �- Q Oz�w z QQa� ON�Q .QF�O aw z F_ QQz ?r-Q CHK'D: 7— P.M. :AMY CARPENTER P.A. :TI M WEN TZ PROJECT N0.:15-1343-01 W @@Be w� Q� o� L11 0 W cN _Q LLJ o oz > w � od)L z+-o0 'V cN U.I L1 UJ w Q m Z � � Q 0 Q CID Q Ll I 1 �� IIIIU/ I111/ Iliil�ll mill �1 II�III% I .;I�;� II III II LOLUMIR LrEVE1. PLAN 12 13 14 5 16 17 1 5CALE: 115" = P-0" 8 -2°O 4 1 © 2001, The Martin Architectural Group , wl W3 W-4 W5 wC 12'-5 1/2' 24'-ID° 24'-ID' 24'-ID° 0 C 0 A 10 -1 -1 I I I I I I I I I 0 I I 42 - H GU RDRAIL I 2 I dG� 0�3 i B I � i UNIT 1 I SEE SHT A2n U228 I - o II p U_ I I I I i ; B 0 ®. , 0 I � _ I 0 I I 0 I Z 'Ir-- I A I � I I i I I O® I II� I I I I // - 1 UNIT SEE SHT A2.P1 ®' I U22 j = o • I j l I _I � Y Y I i Noma ■t� v A I I i I I I I I 18'-r 1/2' L 12'-51/2' I + UNIT SEE 614TT A2.14 U231 I I I I 24' - 0' @ m m UNIT l SEE SHT A2.14 23 24'-0" I i li 1 36 " 4'-3 1/2"L @ A5.02 � N SIM. �h 3 B EX4Au5T 00 __ I I I ,I UNIT SEE SWT A2.16 i 5 U235 I I REFER TO ID DWG'S FOR ALL COMMON SPACE INFORMATION NOT SHOWN I I I I I I i IV-& 1/2' 12'-5 1/2' 24'-0' 24'-ID' 24'-0" I I I I I I I I I A I Aro.04 I � I I I I � I 2 � '4 jI A------� iv B A I i UNIT UNIT SEE SHT A2.11 \� 1 I I �/� UNIT SEE SHT A2.16 5 U20 , �� I I I I U203 SEE SHT A2.I4 UNIT O 1 I DN I SEE SHT AV 00 UP IEX6� + + I • II • I ----J1 ST,41R #4 • ii O ® I 284 00 0 ----- 284 ! 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SPECS) I NC, LA I ' 282A UNIT UNIT UNIT UNIT I 5'-g' I UNIT B2 52 �2 I I 52 SEE SHT A214 SEE $HT A2.14 SEE SHT A2.14 SEE SHT A2.14 I I SEE SHT A214 U236 U23 _ ; U24 U24 B i I � I - - - - - - - - - - - - 1 I ,-=------ --- L----- < N,� __- O I 5TAIR #2 FE• 282 I I 00 - - oo �� - III 1 i 3 - O0 O -III 282 - _ 00 I HALL 201A 0 --- 40---=' 0 , 2 01 204A \p Aro.01 �4 A5.03 El 00 ❑ -�--- HK ,m o 4 @ CART -�' 8' 6' 1m ' I<3> I LJF\ STOR E E V. I O Lo 1� ► HALL I I '2 I O \ 4 I I ------ ,41 @ 204 I I � I I I ' CHASE ' E EV. I ------ -------' @ 20214STOR I m I I 2 I L - - @ - - -J i III e4 I � 204 UNIT ---- i� 5 01=FICE 4 4 SEE SHT A2.16 111/2° 21'-3° Co° 9'-1" ( 6" 8'-0° 18'-ID" 1'-2 1/2 91/2' _ I m / A - B FITNESS ® 4 2ID3 , m CARD�a 3� N j r r TYP. 0 OPERA LE -� 24'-0" "� ' "� _ m 202 m II PARTITION13o'PENING ' - 6'-ID' lID" 24' 4' i 6 5'-3 3/4" 7' 2" 12'- " 5'-9 3/4' IID" 9'-ID' - ® OB I I 4 13�a 13�8° J OPERABLE ' 4 PARTITION li E-O H do ----- CAFE n O0 W � L�UO \ / 1 222 r Ma r2 lo, 29'-IID' I 42YID' ( 10° �OF'EN Tb I I I ( I I SKYLIG+fIT I I DINING, PELOW ABOVEI I I N m 11'-il° 6'-8" &'-4 1/4° '-0 3/4" 2 I I o I / \ I N Lc 0�4 Q o O Or 4 COILING O.H. r O B GRILLE I I cn I , 214 B 4 ICE CRE,4M 1 m 214 g m•_- 24 -ID" ElDot yam` - - - 4 6'-4 1/4' 14'-8 3/4' �'-�' SEE KITCHEN , �_ AND LAYOUT I OM 210 21l �� �9 215 I - uJ 12 24' -C' 24' -ID' UNIT ® 51 SEE SHT A2.14 I U246 I I I - I , + I L 0 �F1 - 00 205 I O ( + Imo`. II I I UNIT ® i ( SEE SHT .I4 5 U 243 ® ' I A A I m , ' 24' -0' y I _ OPERABLE PARTITION TO BE HUFFCOR MODEL " 5630 TRIMLESS (43STC) OR EQUAL 2 A4 01 COILING GRILLE TO BE CORNELL - - MODEL "PBG-V9 LOCKING VISIONAIRE CURTAIN OR EQUAL I 12'-Co' 24'-0' I I m 4® j e I I plow. SIC �� � 0. LI -,1 I �• --- mil_ • I�r�4 oil ----- ----- I I I � I UNIT UNIT 55i 5 B. SEE SHT A2.14 SEE 544T A2.14 U209 U211 `-TRELLIS ' (SEE 5/A4.03) 24'-0' 11'-2' 12'-10° 12-10' E&�� O DIMENSIONS ARE TO ROUGH FRAMING, FACE OF BLOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION. AT 07LN INN � L LAN WINDOWS, DOORS B LOUVERS DIMENSIONS ARE TO -1 L orf to CENTER LINE OF OPENING. 1 12 13 14 5 I I GARDEN WALL I i I 24'-0'' A4.01 Es A4.IDI I� I�� I II WIN ■6i� _ a 1 vP5 YP5 -2� 42° ATTACHED H. GUARDRAIL I TO WALL SEE ID DW!GS I OFEN I _ TO BELOW I N 4' 22' -6' 4' FROSTED GLASS I 6.04 1 � 0 2 0 OT 1 A -� SEE SHEE AS.01 FOR PORTE C i CHERE I INFORMATI N I TI 23'-10' , 1� Ell UNIT B2 SEE SHT A2.14 UNIT U213 ® SEE SHT A2.I4 2'-2. I 0 @ -W ' e I � I , U d UNI k� SEE SHT i WALL , 12'-10' 11'-2' 1m*1000 PLAN _. E16 SCALE: l/8" = l'-0° 6 17 18 I IE ID C IB 0 0 ® m , 0 >4 0 CO N , Eiy is, a 0 V E"' a of a U� E" 1 a 4 C cq cq F 0 0 N !ll >Y Q Oz�w �z Q Q J ON�Q s W 0 Q?o mfY�O 17g3ww Z�zO= 3Q�U .4gzmQ CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Li Q N D m \ W N, H � Q �- w O W N N _j< w vQ > w VZ � w z 3: A 0 o gmoL1 ' r1i�11 II IIII1�ll III I III a, II ti - III�II� �Ij II II gill II II tl , cp 2001, The Martin Architectural Group wi UJ12 UJ13 UJ1� �U15 2 11 v 1U19 �1J2� v 1U22 24'-ID' 24'-0' 10 11'-2' 12'-10° 12'-10' 11'-2' 24'-0° 24'-0° 24'-0' 12'-S 1/2' IV-6 1/2' 9'-8' E 0 C 0 A DIMENSIONS ARE TO ROUGH FRAMING, FACE OF BLOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION. AT WINDOWS, DOORS 4 LOUVERS DIMENSIONS ARE TO CENTER LINE OF OPENING. E12 24'-0" 11'-2' 12'-10' 12'-10' 11'-2° 24'-0" 24'-0" 9'-6' 12'-5 1/2' 18'-ro 1/2" lID' :E:13 E15 (J EICo (-- 1MAlu LAVEL PLAN FLN-1 .IGHor SIME 5 Er,CIS E19 �2�D rE 21 E22 SCALE: 1/S° =1' -O° 17 18 IE ID C IB C) 0 o m _ 0 c r, uui co Co �aa a N V W h o U F a U a W� a U b N N .c7 .a O 0 O C' N W H W �ZQW �o z ONNQ m(Y�O w 12 w zOz4= QQQ=� 3�?rQ CHK'D: P.M. .-AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 w @ 0 @ @ Q p cv m c0 — o wo Q er or--4 O_ V) IL ___I Q Q\ Li O 0 Z > 5 W # 0 w 73 z Z F- tD LU w W W t2l m C1(LvQ z� �A zd[QCau► af LL tH J IL al 1L LU A 2 ,V& © 2001, The Martin Architectural Group 10 11 12 13 A 19 u-% C4 N W 1Y = W F- Ozz-w OazNW QL1Q� }w,nIL Q�w0 -%z w �7Q3�W QQQW -iz l=-Q CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 w @ Ninm;— @ @ @ Q C) N m o wo E- \ Q� o� O_ W (n J Q Q \ o )ate Zoo %�(nw w w w 0 m Qa�a z� �A o oQfAClw LL Uj I ML 1 LH JL LH Cl� W O 6 © 2001, The Martin Architectural Group l I C C DIMENSIONS ARE TO ROUGH FRAMING, FACE OF BLOCK (NOMINAL) OR CENTER LINE OF TENANT SEPARATION, AT WINDOWS, DOORS 4 LOUVERS DIMENSIONS ARE TO CENTER LINE OF OPENING. <-E-' PLAN IE ID C IB 0 ` V � N w 0 0 r, :n N a CE•1 VIA C 0 a a W d � a y U� b G N N .0 O O eM N G I CHK'D: Z_ P.M. AMY CARPENTER P.A. TIM WENTZ PROJECT N0.:15-1343-01 w @ @ < � N m wo ¢ o� F W OQ W ry W ~ U Z w # z z ul w w W Q m 0 OL v I z� 3: o 0QtIIOw III i� II �� II i�� �ili(Ill i r! I A 0 11 12 ► 3 14 F' N-2 RIGHT SIDE SCALE:1i8°=P-O° 45 16 17 2oyaa © 2001. The Martin Architectural Group E j — m C C DIMENSIONS ARE TO ROUGH FRAMING, FACE OF BLOCK (NOMINAL)' OR CENTER LINE OF TENANT SEPARATION. AT WINDODUS, DOORS 4 LOUVERS DIMENSIONS ARE TO CENTER LINE OF OPENING. THIRD L PLAN MA ■ um Em C ■: �uz 0 ®to 1 ` to 110 N V w 00 O i 119 N 0. M O a Va m a. Vd d s. b q eq eq CV c. O C N !11 � _ 111 - H ni eV N Z Q0Q.—, () WNti Q�wp `nIYZO zp3�� �z QQQW� �JZf-Q CHK'D: I_ P.M. :AMY CARPENTER P.A. :TI M WEN TZ PROJECT NO.:15-1343-01 1< Q� o� F- w O_ V) w �- N J� o w a Vz ry ul w w�In www_ m 0ILWw za �A o o�mnw (Ililll III I I ,�i _ IIiIU� II I �1 I A 10 11 12 13 14 5 16 17 19 IA Cc) 2001. The Martin Architectural Group to 0 } m ua N V � w 0 0 .r u� m m ci N V a) U 6 a r U= a� w � d b i~ N N as s. O O NN N T 11 , w o�'z� oZ QDo 1U t ) lL Q r W rDMZ0 5Q3ww z 13 F- QQ=�R' 3�za CHK'D: I P.M. AMY CARPENTER P.A. :TI M WEN TZ PROJECT NO.:15-1343-01 LLJ 1n m ¢ o ci N m � o w� o� t- W z0 Ul cN �oW�Q �z W N (L � N Q Z t— W W W W _j m 0(LVua z� �Q o4(Q0ul 0 © 2001, The Martin Architectural Group I N ++ 0 a Y O O 0'] LL v O r- m W O Pn M C' M LA lf1 N 0 0 N 00 N UJl LU2C D UJ3 W4 UJ5 w� wI wa we w» UJi l W12 wi3 I I I E 19, C 11 3 CK) 1.U2 UJ3 i A4.ID1 i i i E10 E11 0 mools FLNeiz T Slorm 11 12 13 14 5 SCALE: 1/5" =1i-0a 6 17 18 s'0 ■m C lu = W H lJ OzZ_- l7 Z ON�Q aWNtt. N IY z w F J}-uF 'UQ3�1Vi1 QQQ= Jz F Q CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 w Q 0 0 0 Q Li \ Q\ o� z W t J Q � �. # °~oo to W w W W C) m � z� �A o zoQmQu.i ■ Wm 1 IIII(�1P III II I !1� III i A2_11 (c 2001. The Martin Architectural Group A 10 mm w a = w Oz90 a ozw QQQ� ON�4 > w cn L� NV-� i=JruF Qgww zOzp= _3QwU Az r, CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 w 61 @ Lh 0 @ Q o � N m m cfJ — o wo Q� o� O W d) N U)LAJ a � o� 13 Z�flo w W w 0 m C,ILVI Z �A o 0<CDbLI '��i Illlllli .'II �' II I I eQ 2001, The Martin Architectural Group i 41 41 0 J CL Y O O m v T C' O N N O M 14* rn i 0 LM N 0 O N O N a } � � w k � � k_ a 2 � . . � a a . k � k ) _ § § A \ @ CH K'D: I P.U. \U\ CARPENTER P.A. . Q WENT PROJECT NOj1-1343-01 u $ t 7 $ $ / /5 \ 0® R ± a © / GLld V5 W / O ± . / E S / w L w « m 9 ƒC4 T]E 4 a:� ƒ � 4 � � | \ ,_,The __ ___ate_ TIGHT 4 VENT ROOM SPACE w 03= w H1: U 0 OZ w w +--Z U w WINDOW CONDITION *1,3,4 LIVING/ DINING 184 14.1 21.6 -1.4 11.9 BEDROOM 1 150 12 21.6 6 11.9 WINDOW CONDITION 02 LIVING/ DINING 184 14.1 21.6 11.4 il.g BEDROOM 1 135 10.5 21.6 5.4 11.9 WINDOW CONDITION 05 LIVING/ DINING 184 14.-f 21,6 -1.4 11.9 BEDROOM 1 135 10.5 21.6 5.4 5.95 FLOOR. AREA UNIT B 6 24 NOTE: NUMBERS INDICATED ARE IN SQUARE FEET U.N.O. E BI UNIT 51 STATISTICS ROOM SPACE _ WO _ 00 I- w w �} U w } WINDOW CONDITION 01,2 LIVING/ DINING 20-1 111 21.6 8.6 5.20 BEDROOM i 156 12.5 21.6 6.2 11.9 FLOOR AREA UNIT 51 G 12 NOTE: NUMBERS INDICATED ARE IN SQUARE FEET U.N.O. NOTE: PROVIDED LIGHT AND VENT CALCULATIONS ARE BASED ON ANDERSEN DOUBLE HUNG WINDOWS. ANY SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT TO ENSURE COMPLIANCE. NOTE: ALL MA50N�Y WALLS AF�E SNOUJN AT NOMINAL 0" THICKNESS gym,_ O REFER TO SHEET A5.04 FOR WALL PARTITION TYPES O REFER TO SHEET A-1.03 FOR UNIT DOOR SCHEDULES REFER TO SHEET A-1.03 FOR WIND011 SCHEDULES C REFER TO SHEET A5.04 A5.05 FOR U.L. DESIGN NO.'S 4 PRIORITY SCHEDULES REFER TO SHEETS A2.20 & 42.21 FOR KITCHEN 4 BATH ELEVATIONS = ALL DIMENSIONS ARE TO ROUGH FRAMING = ALL INTERIOR WALLS SHALL BE 3 1/2" METAL STUDS AT III O.C. MAX. UNLESS NOTED OTHERWISE = ALL ANGLED WALLS TO BE 45° TYP. U.N.O. = ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED = UNDERCUT ALL BATHROOM DOORS 1/2" = AT ALL FIRE RATED CONSTRUCTION G.W.B: SHALL BE INSTALLED AND GOMPLETED PRIOR TO THE INSTALLATION OF PLUMBING FIXTURES AND MILLWORK TYPES. = G.W.B. IN RATED ASSEMBLIES TO BE TYPE 'I U.N.O. = GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL AND STRUCTURAL CONTRACTOR FOR SIZES 4 LOCATIONS OF OPENINGS AND DUCTWORK. THROUGH A FIRE SEPARATION OR TENANT SEPAR- ATION ASSEMBLY. CONTRACTOR SHALL MAINTAIN RATING INTEGRITY AS PER CODE REQUIREMENTS = PENETRATION THROUGH FIRE ASSEMBLIES SHALL BE PROPERLY FIRE-SAFED AND/OR DAMPERED. = REFER TO PARTITION TYPES, ACCESSIBILITY & ADAPTABILTY REQUIREMENTS, MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS FOR MORE INFORMATION AND DETAILS = WHERE DRAWINGS ARE IN CONFLICT WITH THE SPECIFICATIONS OR OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT = KITCHEN 4 BATH LAYOUTS ARE DESIGNED IN COOR- DINATION WITH APPLIANCES AND FIXTURES CON- TAINED IN THE SPECIFICATIONS. ANY DEVIATION FROM L15TED APPLIANCES OR FIXTURES MAY CAUSE REVISIONS TO THE KITCHEN 4 BATH LAYOUT = GLOTHES RODS SHALL BE 54" ABOVE THE FINISH FLOOR TYP. - SHOWER CURTAIN RODS SHALL BE -1l " ABOVE THE FINISH FLOOR -GEILINGS TO BE AT S'-0" A.F.F. AT KITCHEN, BATHROOMS, CLOSETS AND ENTRY AREA U.N.O. -UNITS LOCATED ON THE LOWER LEVEL TO HAVE DROPPED CEILINGS AT 9'-O" A.F.F. AT LIVING/DINING AND BEDROOM AREAS. E 4q L 3'-6' L 4'-11 1/2' L 6'-10' WINDOW CONDITION 2 U-B1-� 4'-10' 3'-2 1/2' 4' I 22 * 22 30 31 32 * 32 33 * 33 34 35 35 35 43 * 43 44 45 45 45 ENTERLINES OF MASONRY WALLS 24' -0' 4' 5'-11 3/4' W-S 1/4' 5'-8' DENOTE5 UNIT WITH BATHTUB - SEE PARTIAL PLAN I I I I 1 1 I � LfYf1�lC fl�(1t!< I � I _------- ---- � ----- 1 L- + II 5041 N 11--'T I 2'-9' i'-5" 3'-4' - (tC + T- i 7'-1' 4'-11° 6° o I � \ 5 1/2" 0 4 1 10 i 8 4" 1 1/2' 5'-11 1/2' 6' 5'-1' 2' 11° 9 1/2' 8'-6' 4' 1 �I U-51-2 SCALE: 1/4"=1'-0" 23 33 43 WC-1 WC-2 WC-2 REFER TO FULL UNIT PLAN FOR ALL INFO. NOT 61-IOWN N T. SCALE: 1/4"=1'-0" 0 UNIT 5 12 15 22 23 U25 32 32 33 35 6 UNIT 51 12 22 23 32 33 43 7E REFER TO FULL UNIT PLAN FOR ALL INFO. NOT 5HOWN 14'-10" V-2° 4'-111/2' b'-O 1/2' 4'-5" 4'-5° 4' I O O I I A 4 1 1/2' III-8 1/2' HVAC UNIT WINDOW CONDITION 5 IIIs,u-B-1 20 4' 5'-113/4" I 24' - 0' 14' -10" S'-b 1/4" 4'-5" 4'-5' 4' 4" WINDOW CONDITION 2 U-B-2 10 REFER TO FULL UNIT PLAN FOR ALL INFO. NOT SHOWN �UNI I I! II _ 1 i_I SCALE: 1/4" =1'- 0" �7 ENTERLINES OF MASONRY WALLS 24' -0' 4' 3'-6' 4'-111/2' V-21/2' 5'-S° 4' A A S �HVAC UNIT WINDOW CONDITION ro U-B-B 31 4' 5'-113/4" 10'-31/4" O I 4L,6t 1 1/2' 11'-S 1/2' WINDOW CONDITION 4 U-B-� 44 4'-111/2' O O I G-• 4'-10" 2'-3' i-�-4' OI OI ! 11' -2 1/2' 4° ENTERLINES OF MASONRY WALLS 4'-J 3'-31/2" 4° v" 24' -0' 4' 5'-11 3/4" 11'-S 1/4' �6' W. SOFFIT AT U33-1 ONLY HVAC UNIT 4 1 1/2' 11'-S 1/2' N � N :3 I 5 �4 m 2'-0 1/2' �� 3'-0" 2'-4° 3'-2" 2'-1' 3'-�" 5'-9 1/2" i I 1 O ENINCz i RCS 5 N Ill'�1'N� @ Z � '� I W/ OUNTER 1 I -------------- ------ I ill nm tp r d1 m AT 48' A.F U � ;-- II 118�Ji.i DW �\ 5° ADC BATH /A2.20 CHASE IN CMU 3'-2' -9' - SS _� I �p WALL. SEE STRUCT '�\, T d SHOWER } DW'CSS FOR LOCATION - ACT DOOR + io Iv.(TC� O 1`1' 5 CT T � RANGE W 1 o HOOD --- 0 _ W/D 5 A ! 3 1 RE 1-. N c+l 4. 1 4 4 4 -1'-2 1/2" 6' 4'-S 1/2' b" 2'-9' 1'-5' 3'-4' 4' i UJINDOI.0 CONDITION 1 • IE ID C 0 ��y N 0 GL o. 0 Ey d a d b C N z 0 cq w 1K F w w 3�� a Z. Swa�LL ,Q��O ~��V� 17a3WU zO�Q� aa�w� CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Q � d) m C14 m � - O wo Q� 0 W N o w � O ~ a w W::3LLI � QZ Zt-LLI W 0 W Q m� (LVd zr Q o d m 0 wl I 35 * 35 444 * DENOTES UNIT WM4 BATHTUB - 5EE PARTIAL PLAN 5 16 _ -17 I$ I9 a r! r 1 A"14 c 2001, The Martin Architectural Group A 0 11 2 13 14 IA 1,419411111znm J� N W (Y � W z QaQ .QF Jv 3� W 13ww O�Q= 3d7w CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 w @ 61 Q C-4 'tl m o N m c w� Q� o ,~ F- 111 O_ W c W _l W q) Q � Q 15 w m� Q Z Q A O �aiQ 0 �1 A 52.0 If 4.1 c 200L The Martin Architectural Group CHK'D: P.M. AMY CARPENTER P.A. TIM WENTZ PROJECT NO.:15-1343-01 Ld 91 ¢ N m w� o� O_ W toLLJ (n tL — —1:--, ¢ ^II W IN > W W b _ Q Z ~ N cD } aaw m� A 0 Lj a 42.S c 2001, The Martin Architectural Group C ❑C C BI UNIT D STATISTICS LIGHT 4 VENT ROOM SPACE ('SM Ike I--'_ U 0 -q ('Sz w w } �z U w } WINDOW CONDITION 01 LIVING / DINING 191 15.3 21.6 -1.6 ll.9 BEDROOM #1 145 ll.6 21.6 5.5 11.9 BEDROOM #2 135 10.0 21.6 5A II.9 N.CoR AREA D 9-f 9 NOTE: NUMBERS INDICATED ARE IN SQUARE FEET U.N.O. UNIT 01 STATISTICS LIGHT 4 VENT ROOM SPACE Q Z CL V Z U kn QJ � Ul w IY} 1= Z U w } WINDOW CONDITION 01 LIVING / DINING 238 19.0 21.6 9.5 ll.9 BEDROOM #1 179 14.3 21.6 1.1 ll.9 BEDROOM *2 137 10.9 21.6 5.5 11.9 T_°o® R AREA DI 1059 NOTE: NUMBERS INDICATED ARE IN SQUARE FEET U.N.O_ UNIT D2 STATISTICS LIGHT 4 VIENT ROOM SPACE w V 1 �_ w w-I �_ U 0 -4J (5z w w v} t-Z U w Q } WINDOW CONDITION 01 LIVING/DINING 261 20.8 21.6 10.4 11.9 BEDROOM #1 175 14.0 21.6 7.0 11.9 BEDROOM #2 157 12.6 21.6 6.3 11.9 FLOOR AREA UNIT D2 110-1 NOTE: NUMBERS INDICATED ARE IN SQUARE FEET U.N.O. NOTE: PROVIDED LIGHT AND VENT CALCULATIONS ARE BASED ON ANDER5EN DOUBLE HUNG WINDOWS. ANY SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT TO ENSURE COMPLIANCE. = ALL DIMENSIONS ARE TO ROUGH FRAMING = ALL INTERIOR WALLS SHALL BE 3 1/2" METAL STUDS AT 16 " O.C. MAX. UNLESS NOTED OTHERW15E = ALL ANGLED WALL& TO BE 4.50 TYP. U.N.O. = ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED = UNDERCUT ALL BATHROOM DOORS 1/2" = AT ALL FIRE RATED CONSTRUCTION G.W.B. SHALL BE INSTALLED AND COMPLETED PRIOR TO THE INSTALLATION OF PLUMBING FIXTURES AND MILLWORK TYPES. = G.W.B. IN RATED ASSEMBLIES TO BE TYPE "X" U.N.O. GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL AND STRUCTURAL CONTRACTOR FOR SIZES $ LOCATIONS OF OPENINGS AND DUCTWORK. THROUGH A FIRE SEPARATION OR TENANT SEPAR- ATION ASSEMBLY. CONTRACTOR SHALL MAINTAIN RATING INTEGRITY AS PER CODE REQUIREMENTS = PENETRATION THROUGH FIRE ASSEMBLIES SHALL BE PROPERLY FIRE-SAFED AND/OR DAMPERED. = REFER TO PARTITION TYPES, ACCE5515ILITY 4 ADAPTABILTY REQUIREMENTS, MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS FOR MORE INFORMATION AND DETAILS = WHERE DRAWINGS ARE IN CONFLICT WITH THE SPECIFICATIONS OR OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT = KITCHEN 4 BATH LAYOUTS ARE DE51GNED IN COOR- DINATION WITH APPLIANCES AND FIXTURES CON- TAINED IN THE SPECIFICATIONS. ANY DEVIATION FROM LISTED APPLIANCE5 OR FIXTURES MAY CAUSE REVISIONS TO THE KITCHEN 4 BATH LAYOUT = CLOTHES RODS SHALL BE 54" ABOVE THE FINISH FLOOR TYP. - 5HOUWER CURTAIN RODS SHALL BE -16" ABOVE THE FINISH FLOOR -CEILINGS TO BE AT V-0" A.F.F. AT KITCHEN, BATHROOMS, CLOSETS AND ENTRY AREA U.N.O. -UNITS LOCATED ON THE LOUDER LEVEL TO HAVE DROPPED CEILINGS AT 9'-O" A.F.F. AT LIVING/DINING AND BEDROOM AREAS. 4'-11 1/2' 5'-41/2' 3'-6' 4'-111/2' 01 3'-31/2' 4' 10 WINDOW CONDITION 2 U-D-3 30 .. ENTERLINES OF MASONRY WALLS 41 4" 5'-113/4' l'-101/4' 5'-113/4' 11'-81/4" 5'-8' 4' '01 O O O 5 I HVAC UNIT HVAC UNIT , 5 11/2" 11/2" 11'-81/2" I 8 1C I � I � - I D oOM L(VIN IN(NBEDROOM 02 m I - I Z'-m 1/2' 6' 6'-0 I 6' I 01 2 2 I MIR KD o N O >Y I .; WOW �2" VAN. � 1 N 9 /2 I U ___ RCS ----------- I N I -- �, C- W/ GAP TO I I `� I I I L = �np MATCH VAN. , -� i. - i l F 2 I 4' i 'I'-3° i 6'-O 1/2° + I \' T u CT T' P 2 � I I I C d° ( SEE SHEET A2.14 FOR + 1 "m N SLIDING D B m TYP. BATH W/ TUB �( 6' I GLASS DOORS A I/A2 I SEE UNIT B FOR TYP. KITCHEN INFO. `4 --- CT T I I 1--------- i ----1Xrox4R$S- + te> c!) m 4 4 4 3 4 4 1'-4 1/2" 10 1/2 ° 5'-0' 8' _ '1'-2 1/2' 4'-8 1/2" CENTERLINE OF MASONRY WALL -"",, � 14'-2' 8' 12'-2° A"L 101-10, 6'-0. 5'-11 3/4' 6'-2 1/4' 3'-0 1/4" 4'-11 1/2' 2'-6 1/4" �I O O O i I of S HVAC UNIT ' � I �r - C 5 HVAC UNIT e BEDROOM 0- B'sD ooM 02 N ' , 0 `4 13'-9 1/2" 1 1/2" 1 1/2' 11'-& 1/2' 11'-1" ' N I 8' I m , 1 , cn1, 2'-1�L�L 3'--l' 5'-91/2' t 1 2 I 48" C.O. °LE � ' k-- O 0 _ -- - 6 I � 1 w -12" VAN. `r IIL P-45 �Zno 2T{� #1 5 _10 '----- tn YN - -FT CTH. WALL --------- F- i Ca `4 W/ CAP TO in p MATCH VAN. , -j i E I 101-11 C: 1 4 I II 151/2 + T TO UNIT BB 1' + I `� c\v , j <4 SLIDING C r- REFER TO UNIT B TYP. BATH W/ TUB I I GLASS '1/A2 21 FOR TYP. KITCHEN I m i I C m i DOORS GT - T Oi i i 1 ------U 6x4 'n - - - - m Ras O PAN I 4 <3 '1'-5 1/2" 4'-l' '-9 1/2 8' '1'-2 1/2, 6' 4'-8 1/2' ro10 II��N f T I'D2 " - TWO BEDROOM U-D2-1 SCALE: 1/4"=V-0" 34 6' 1/2' 4'-11 1/4" (o'--1 1/4" ' � , O I VI �n HVAC UNIT 10' 11'-2 1/2' 11/2"La° I1/2" 2 0D ooM I OI WINDOW CONDITION 1 I it 11 U-D-2 23 33 43 11' -8 1/2' LIVING WING SCALE: 1/4" =1' -0" 4'-4 1/4' 4'-9° 4'-2 3/4' 3'-6° 0 4'-11 1/2' 6'-1(d" 4'-9' 3'-3 1/2' 4" 0.0 I I I I DI?OOM LIVING DINING 59D ROM 02 WINDOW CONDITION 2 u-D-3 CENTERLINES OF MASONRY WALLS 4° 4'-8 3/4' 0 6'-"1 1/4' 5'-11 3/4' ll'-8 1/4° 5'-8" 4" E i I u 1 - - - ------ �6" SOFFIT AT HVAC UNIT ' U231 ONLY HVAC UNIT 11'-2 1/2' 141/2.irl1/2' 11'-61/2" 2 iSNDROOM 5 ; CSGEMDROOM #2 ' S e LIVING ININ N L - N I - co `r p 4'-2 1/2' 6'-8 1/rn3 2-1 6' 3'-7' 5'-91/2' m m 2 m ®® m m 1(D 1 ----------- --, - ~ � m N I I ZZ3 L6 mm cv @m 4 I ' cal itl ° I ~---------_- --- 2 4 I 0 I `9 �; m m 9 /2 i ------ RCS N N d m � I I U------------ -I ' L- U U 2 II + II + , n OU ADC A P N I CT STYP�BATH W/HEET 1TU8 R I y D 6/A2.21 L I + i T - SEE UNIT B FOR TYP. KITCHEN INFO i - 48' VAN SEA CT T O I �On - + I + - - - - W/D R O O 45 3 4 4 6° V-m 1/2" 2'-10" 1/2. 6° 4'-8 1/2" I I WINDOW CONDITION 1 .......... ) I "D" - Two BEDROOM U-D-1 SCALE: 1/4"=1'-0" 23 31 33 NOTE: 4LL M,4SONRY UJALL& AiRE SHOWN AT NOMINAL 8" THIGKNESS 0 REFER TO SHEET 45.04 FOR WALL PARTITION TYPES O REFER TO SHEET A-1.03 FOR UNIT DOOR SCHEDULES OREFER TO SHEET A-1.03 FOR WINDOW SCHEDULES REFER TO SHEET A5.04 6 A5.05 FOR U.L. DESIGN NO.'S 4 PRIORITY SCHEDULES REFER TO SHEETS A2.20 4 A2.21 FOR KITCHEN 4 BATH ELEVATIONS C IB [A 0 w 00 a � a Cq Cq a 0 a CJ1 a ii � d S a N L+ z 0 Cq N w a = w ~NA Oz6w z3Tmz z •~JQAQ� > vw midaF'-J6 �9a3ww zOZ�i a�aw� Jz�a CG �°• to L G 7pjl CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Q r) cvm� o QN O w J W F- Q- U W LU 000 .- w d) q(L� mt7 za QA 0 z Ql0 0 11 12 13 4 5 I 7 18 c 2001. The Martin Architectural Group J I• Cy C UNIT m STATISTICS LIGHT 4 v SIT ff WD v I UD QJ ww V> I_ �wSPAE T ALL WINDOW CONDITIONS LIVING/DINING 241 19.0 64.8 9.8 35.E BEDROOM 01 183 14,6 21.6 7.3 ll,9 BEDROOM #2 168 13.4 21,6 &1 ll.9 I I NOTE- NUMBERS INDICATED IN SQUARE FEET ARE E U.N.O_ UNIT - 1 STATISTICS IMIGHT 4 VENT ROOM SPACE ff < F- iu D 1Y J r 00 < J �} w } WINDOW CONDITION *1 LIVING/DINING 241 19.8 54 cJ.8 29.8 BEDROOM #1 103 14.6 21.6 -1.3 ll,9 BEDROOM *2 160 13.4 21 rol 14.94 os� NOTE: NUMBERS INDICATED ARE IN SQUARE FEET U.N.O. NOTE: PROVIDED LIGHT AND VENT CALCULATIONS ARE BASED ON ANDERSEN DOUBLE HUNG WINDOWS. ANY SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT TO ENSURE COMPLIANCE. = ALL DIMENSIONS ARE TO ROUGH FRAMING = ALL INTERIOR WALLS SHALL BE 3 1/2" METAL STUDS AT Iro" D.C. MAX. UNLESS NOTED OTHERWISE = ALL ANGLED WALLS TO BE 45' TYP. U.N.O. = ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED = UNDERCUT ALL BATHROOM DOORS 1/2" = AT ALL FIRE RATED CONSTRUCTION G.W.B. SHALL BE INSTALLED AND COMPLETED PRIOR TO THE INSTALLATION OF PLUMBING FIXTURES AND MILLWORK TYPES. = G.W.B. IN RATED ASSEMBLIES TO BE TYPE "X" U.N.O. = GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL AND STRUCTURAL CONTRACTOR FOR SIZES 4 LOCATIONS OF OPENINGS AND DUCTWORK. THROUGH A FIRE SEPARATION OR TENANT SEPAR- ATION ASSEMBLY, CONTRACTOR SHALL MAINTAIN RATING INTEGRITY AS PER CODE REQUIREMENTS = PENETRATION THROUGH FIRE ASSEMBLIES SHALL BE PROPERLY FIRE-SAFED AND/OR DAMFERED. = REFER TO PARTITION TYPES, ACCESSIBILITY 4 ADAf=TABILTY REQUIREMENTS, MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS FOR MORE INFORMATION AND DETAILS = WHERE DRAWINGS ARE IN CONFLICT WITH THE SPECIFICATIONS OR OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT = KITCHEN $ BATH LAYOUTS ARE DESIGNED IN COOR- DINATION WITH APPLIANCES AND FIXTURES CON- TAINED IN THE SPECIFICATIONS_ ANY DEVIATION FROM LISTED APPLIANCES OR FIXTURES MAY CAUSE REVISIONS TO THE KITCHEN 4 BATH LAYOUT = CLOTHES RODS SHALL BE 54" ABOVE THE FINISH FLOOR TYF. — SHOWER CURTAIN RODS SHALL BE "I6" ABOVE THE FINISH FLOOR —CEILINGS TO BE AT S'-O" A.F.F. AT KITCHEN, BATHROOMS, CLOSETS AND ENTRY AREA U.N.D. —UNITS LOCATED ON THE LOWER LEVEL TO HAVE DROPPED CEILINGS AT 9'-O" A.F.F. AT LIVING/DINING AND BEDROOM AREAS. m N i I i 7 l FLUE CHA5E COND I T I ON AT: 22, 42 REFER TO FULL FLAN FOR ALL INFO. NOT SHOWN 0 r r 4° 5'-6° 6'-3 1/2' 2'-1 1/2° 4'-2 1/2° 0 4'-2 1/2° I n 1' -0" IT -4 1/2' WINDOW CONDITION 3 U-E-2 sE i s-®,s4V U-E-1 FI-0-61 F1 i 4'-2 1/2' 1.2'-7 1/2' i81- 2'-0' 0 SCALE: 1/4" =1' -O" 5'-3° `4 WINDOW CONDITION 4 U®E-2 ME ` 1 1 NOTE: ALL MASONRY WALLS ARE SHOWN AT NOMINAL E?" TNICKNE55 0 REFER TO SHEET A5.04 FOR WALL PARTITION TYPES O REFER TO SHEET A-1.03 FOR UNIT DOOR SCHEDULES CREFER TO SHEET A-1.03 FOR WINDOW SCHEDULES REFER TO SHEET A5.04 4 A5.05 FOR U.L. DESIGN NO.'S 4 PRIORITY SCHEDULES REFER TO SHEETS A2.20 4 A2.21 FOR KITCHEN $ BATH ELEVATIONS lm a C 1102 0 s a Ev a b Q N u O z w � w Oz90w �Tz OQU O�Nd 0 o PF: w Ly F- z0� 4i 3�wU CHK'D P.M. :AMY CARPENTER P.A. TIM WENTZ PROJECT NO.:15-1343-01 w 6100 o Nci0 o w� Q� o� w � o i N _c l _ � Q u LLJ V� W ~ } 5 Lu N 0 _ L] 0 CS) c� Q(Lw ( } z �A oz�m0 0 t 1 A2.li C K 4 5 0 ru ii IA c 2001, The Martin Architectural Group o FIXTURE SCHIDULAM t'-4" 2'-10 1/2' S'-0° 14'-1' 1. TOILEr 38' x 40' 2. 42" WHITE "HEWi" GRAB BAR SHOWER BASE W/ FOLD -DOWN @ 3. Broil WHITE "HEWI' GRAB BAR SEAT 4. BOBRICK MODEL 8-274roO TISSUE HOLDER / ® 5. VANITY BASE CABINET > A m R' m m m m m» m m m m m _ I --_ -- i �o. SHOWER RECEPTOR JA I - -- -----`` q i i i F9 F=71 i 5 (TO MEET ALL ADA/ ANSI la J►�- ; o I _ REQUIREMENTS) 0 Im o a (� I \ ` a a o a a m m m m I o - 30'x48' j `` 3f:T- DOUBLE�TIER MTL. i I -i � � � � �. FLEXIBLE HOSE � SPRAY TA�pr I I I I I,, --- i SPAGE - - b i 30G+-I W/ WD. BENCND x �4 I 1 � S. 4 BACKSPLASH / SIDESPLASN @ �Cu TAIN ri I i 9. MIRROR a 10, TOWEL BAR ® a N � / !� 33 11 38 39 29 3 1 4 31 2 6 28 8 9 28 9 28 4 1 24 3 1 2 4 38 39 2"1 30 8 8 HOOK \�� ,'WOMAN('$ 1 il. CERAMIC TILE FINISH ��pp eq (TYP) �� - O R 12. MEDICINE CABINET V �. O O O z 13_ VANITY LIGHT FIXTURE 00 j8/A2.t8 - 14. VANITY COUNTER W/ UNDERMOUNT SINK I _ 4'-6" 15. REFRIGERATOR LOCKER _ 1 tfJ 60'x59' I t t I' _ ' - " l`J LR SPACE m ii2" vAN. I N O ,• i fro. RANGE W1 HOOD IEL-108 SCALE. /4 -1 0 + + L _+ J + tm8 1-1. 30" MIN. SINK BASE CABINET �� 18. BASE CABINET o MIR o i NOTE: _ 19. WALL HUNG CABINETS SHOWER PAN TO BE RECESSED 2" INTO SLAB + 36" �$. o I ,MIR + c FULL LOIJN�sE 20• 4" VANITY BACKSPLASH LENGTH. 21, KITCHEN SOFFIT E TO ACCOMODATE 1/2" MAX CURB. i 30"x48 i , N 112" VAN..d- 109 113 E COD ' CLEAR I MIRROR , 22. FILLER PANEL CAS REQUIRED) a cv CLEAR, SPACE 130"x4 i C 1 �' 23. URINAL d I I ICLEA ' S D MAN!'$ SPACE i I iSPAC i A 1 .MEN i iYrf< 24, BOBRICK MODEL 1041 PARTITION o IIts ----------L I 5'i DI'A _N --' n/A2.18 I 109 25. PRIVACY SCREEN -� '_--� a o 0 \`� 6 3'-0' 4' 6' 11° 4'-10 1/2' 6" 4'-il" 26. TUB UNIT V s / o> >_ � � � a � _ - � A a � I� , \ 2�, BOBRIGK MODEL 8-42944 TOWEL a o a a o a a a o a a� o� m I a a a a A iIIIII ' 113 DISPENSER TRASH RECPTOR b @ 61 0 0 0 0 o I o i _ _ _ _ \ 36 - DOU9LE TIER MTL. 28, BOBRICK MODEL 8-822 SOAP DISPENER N CO �p c 0 1= 0� o N 38" x 4�" LOCKERS/12' W x 18" D x 29_ BOBRICK MODEL 5-301-1 SEAT COVER DISP A A I SHOWER BASE A 30' H. W1 WD. BENCH o w a a a� a� W/ FOLD, -DOWN �; ,____.' �- 0 30, BOBRICK MODEL 8-43500 0 I o I I x o_ SEAT I �G - C-M0 I _ = SANITARY NAPKIN DISPENSORcq I 30"x48°i _ ' CLEAR I 0 112 31.IV BOBRIGK MODEL 8-2�0 I `^7 ® SPACE) SANITARY NAPKIN DISPOSAL ----- O= i - 112 32. 24" WHITE "HEWI" GRAB BAR 39 38 11 6 6 2 4 1 3 29 4 2 1 3 24 23 28 9 28 8 2� 39 38 +h�4 4 1 r 33. HOOK O O O O 34. KOHLER MODEL K-1ro155 TOWEL RACK POLISHED BRASS FINISH ' { 35. 24' WHITE "HEWI' GRAB BAR - DIAGONAL s ! REMOVE WHEN UNIT IS ADAPTED 7E-�L-109 SCALE: '/4°=1'-0° f LN-B SCiaLE: 'i4"=1'-�° 31. BOBRICK MODEL B-4112 WALL MOUNTED SOAP 36. KOHLER MODEL K-2035 WALL MOUNTED SINK D ISPEN5ER 30. METAL LOCKER NOTE: NOTE: 39. WOOD BENCH = W 1 SHOWER, FAN TO BE RECESSED 2" INTO SLAB - REFER TO SHEET A1.02 FOR 40. KOHLER MODEL K-79&0PB TISSUE HOLDER oz W TO ACCOMODATE 1/2" MAX CURB. 42° GB ACCESSIBILITY INFORMATION �j�z p 6° / Z_t v2 S" S° - ALL PUBLIC RESTROOMS NOTE: p JoQ� FOR SPECIiFiC, FIXTURE AND APPLIANCE -- PGWDAR`� SHALL COMPLY WITH ALL >wo / INFORMATION NOT SHOWN REFER TO � 139 � � APPLICABLE CODES. I SPECIFICATION MANUAL. �w . m AQu� �� 5 ZO3 w A , �� p c 16/A2.j8Z 5' DIA. TURNING a �z l a A - > + AREA 4 4 Y o i I i" y, - 11 1S° o ' I L_ "�--, ----� i MIN r POWDER Rm 4 2 1 3 29 24 1 29 4 24 1 9 2'I 8 28 9 28 2'1 24'• 2 4 1 29 3 4 2 1 29 3 14 9 28 2 31 4 1 3 29 8 14 33 1 5 \� i c� �'/ `� ���� 41 PLN-B SCALE: '/4"=P-0" o8/Aa.ia- it �, �# �� focu o >`. _---HOOKrn ® w '•• cc ` CLEAR IV. O [Q SPACE I MIN �O.a�a/ PUBLIC1 � MIt i @ S 212 4 w 1 IEL-133 SCALE: 1/4"=1'-O" iEL-13S SCALE: 1/4"=1'-0" ; + 210 42" GB 42' GB i C `m 5' DIA. TURNING 8" 1/2' �'-1" 6 r _ = AREA 'POUMER HOOK CH K' D: o / �� A ( 6' UJO1''PEN yI-g° CTYP) / 5'_5' ` P.M. :AMY CARPENTER N 136 --I- ,Do m i w i 212 �14'- I P.A. :TIM WENTZ - N 5 _ 15-1343-01 \ 14/A2.18 / -�- _____ _____ 9/A2.18 PROJECT NO.: �` C i I � to � I Lij C / o o a i I 0 / `9 Q j 30"x48' j i Q '� m� cfl yr I 1 N + 60"x59° I CLEAR I C < j 0TT r - q t I @ 136 d- CLEAR i SPACE i 12 • qN � o I SPACE ti o� @ G5 ' o I o I I- I- I I- ii o 731 -I I + L +- + �n -- -- ® p 1 4 29 1 24 4 29 1 24 29 3 1 2 4 28 8 21 9 30 9 28 8 3 29 i 4 31 2 24 28 9 8 3 29 1 2 4 29 3 1 4 31 2 33 8 O 33 O O O O O O O PLN-B SCALE: '�4"=1'-,a" z w A SATHRMs o `� �o W < z �PUBLIC 1 I 1 Co IE'Lj -134 SCALE: '�4"=1'-0" 1 iEL-13� SCALE: 14 =1 -0 42' G.B 6 r-- a a 30'x48 I 5' -1" 5' - 9' 11 -3" POWD�I�S + I CLEAR I 125 ~ N W i73 . °; SPACE 0 Q � �'-1" 8 � -l' 8' � -1" Il" o o 9 1/2" O i �p MEN4 z m C �U ----I m 12/A2.18 5 - 4 I 133 i 12/A2.18 8 69' vA --- `' I POWD .', 30"x48' . ' to 0 L!1 0 CLEAR / ' PACE I B D G.B. 4 , I ' j -- 8 \ DIA o I 0 0LIE / I � - � TURNING -- c0 cA cp I �� AREA �' I I ---------- - 30"x48' to CLEAR � 60'x59' I I 133 i 6' i SPACE CLR SPAGE I jjIL WDEIR /7, 12 RM $ 125,113 O 1Lu 31 1/2' I 3' 2 5' -0 1/ " `" = / PLN-B SCALE: '/4"=If- 0" 4 L-- --� , 1l1 23 3 29 1 2 4 3 29 1 4 2 36 3-I 36 9 2� 4 2 1 29 3 36 9 37 2 4 1 3 29 2l 30 4 2 1 3 36 9 36 31 2� 33 2 4 1 3 29 _ -- -- N d) oft HALL IL 1� 60°x59 n = i - n 12 , cA 136 134 CLR SPACE (KI L-151 SCALE: '�4"=1'-0" 11 URLII� fIE7 SCALE: '�4 1 0 IEL-li3 SCALE: '�4"=1'-�" 2 -0 15' 4-0 v2 5 - _ 1 -- 8 42' G-5 IL ID42'l --MOH9 y '4iI/A2.l8 57 ' S \ HOOK m B i- W ----- �,-J - 4 TYP -- Ca �../ i c 1�3 i ' 10 @ i 30°x48 i `0 I I` •��/ IL �- A-�------ 10/A2.18 � I I I cn*13/A2.1,S � �r`� �� V z i �� ° --I r � -I _@ CLEAR 9 1/2 I -'-2i/2 8" I 8 -6 1/2P / 1SPACE i O Q 30�x48° I �,' I i I- I CLEAN,_ _ I, d 6V VANI I WOMEN I I �' SPAGE -- -'I i I @ �� `� i / I ---- I r - L I 157 158 O L -I I in 73 134IL I A I - am i 4 2 1 3 29 24 23 25 9 14 28 8 14 21 9 24 �21 �12 9 14 28 24 4 1 2�42e �12 3 29 1 4 31 2 9 30 2'i 14 8 28 O O O O O O U L" �4LE: '4"=1' -�;� � 1 PLN-B SCALE: 1��=1'-0° PUBLIC - T - M 210 PUBLIC . AT SC M 212 4 4 IEL-210 SCALE: '�4"=1'-0" IEL-212 SC1' ALE: '�4"=-o" A A c 2001, The Martin Architectural Group 10 11 12 13 14 45 16 17 18 19 IA—M-mm 0. AO U Y, !nl 0 Z" T 0 90 o z —1—W � Jo wW > I F_ W, Q d)V66 lu - I.- F- I- F: _j I Uw L3y 4i3O _z � C &V w6A CHK'D: T_ P.M. -AMY CARPENTER P.A. -TIM WENTZ PROJECT NO.:15-1343-01 Uj H � < wo _j C) < Z IL a w �D > w m Z E­ 0 z c 2001, The Martin Architectural Group RS O 1 XTU SC DULM SOFFIT SOFFIT SOFFIT SOFFIT J. C TYP) 1. TOILET W2�18 W2124 W3324 61 W2136 W2136 6� W2136 6� REMOVABLE CABINETS 2. 42" WHITE °HEWI" CRAB BAR : ; @ /•' GLAss /�' GLASS I SPACE AND WORK ' FRONT @ FRONT 3. 36° WHITE °I-IEIUI" GRAB BAR CABINETS CABINET CT BACKSPLASH ------ 4. BOBRICK MODEL 8-21460 TISSUE HOLDER _ MW _ M ----- CTYPJ 5. VANITY BASE CABINET c0 CO iCRE G. SHOWER RECEPTOR (TO MEET ALL ADA/ANSI X o 0 0 0 . X = X DB 3mS11 WORK REQUIREMENTS) m m Q m n PROVIDE I i A 11 i E E all 30x 48 I >L------1- -f, FLEXIBLE NOSE SPRAY CLEAR FLOOR ' 8. 4" BACKSPLA5H / SIDE5PLA5H GE B21 REF. 16" SB3m 30 18' SB3m 530 SPACE AT ALL'—JL___—_J APPLIANCES D/W REM EM CONTINUE FLOORING D/UJ REM REM CTYPJ 9. MIRROR � UNDER REM GAS WETS ® � 10, TOWEL BAR 22 16 19 15 22 19 S 19 22 22 19 8 22 _ a 11. CERAMIC TILE FIN15H REPLACE IS C.F 00 NOTE: --- — 12. MEDICINE CABINET T`I'F°� UNIT IGITGH�t ELEVATION T11'P UNIT IGITGHEN ELEVATION TYP UNIT KITCHEN ELEVATION TYP UNIT IGITCHEN ELEVATION REFRIG. WITH 1 '� HANDICAP ADAPTA .3 HANDICAP ADAPTAOLR G =NOITION • LNIT 8 � HANDICAP ADAPTADLA ACCESSIBLE w 13. VANITY LIGHT FIXTURE HANDICAP ADAPTADL: REFRIG" WHEN REFER TO SHEET ALm2 00 NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS ADAPTED FOR MORE ACCESSIBILITY 14. VANITY COUNTER l,U/ UNDERMOUNT SINK FOR ADDITIONAL NOTES AND INFORMATION INFORMATION CD 15. REFRIGERATOR CO a Iro. RANGE W1 HOOD 1�. 30" MIN. SINK BASE CABINET T UNIT KITCHEN LVIAT( N 18. BASE CABINET(i)UI-B-K SCALE: 1/4"=P-0" ' U-B-1 HANDICAPPED ADAPTABLE SCALE: '�4"=1'-�" Is. WALL HUNG CABINETS 20. 4" VANITY BACKSPLASH o E 21, KITCI-IEN SOFFIT E 22, FILLER PANEL CAS REQUIRED) till, 23. URINAL-------------- ' .tee 24. BOBRICK MODEL 1041 PARTITION i I o a b 25. PRIVACY SCREEN I =42° G.B. @ i,'1 42 Cd.B.- 2G . TUB UNIT ll I II ---- I I r-- -, 1 c II d 2�. BOBRICK MODEL B-42944 TOWEL------� II / 1 y I I r Il I� I I� I I 1 1 B I 48"x48° I 1 " - 1 „ 1 I A 1 CLEAR SPACE on DISPENSER 4 TRASH RECPTOR i i ' CLEAR w X 13m x48' I I I I D I CLEAR SPACE p - -- _ I AT TOILET 13m x48 I � 1 X � - - _ __�� --- c�====_ =�1 <[ - - iGLEAR � I r-- �"-�_� _� N 28. BOBRICK MODEL 8-822 SOAP DISPENER �CLEAR I I �__ __- --I I AT TOILET q iQ X ,SPACE AIT Lam_ Lam x48J I N SPACE AT L _ Lam x48J cQ U_ p ,'� _I I (LAUNDRY I I CCETR I 1 29. BOBRICK MODEL 8-3011 SEAT COVER D15P iLAUNDRY I � CLEAR I 1 � � =- = =-=-- � I I I I S CE I �+ I I I SPACE 1+ W N m . .' In I i T L V ' I z 30. BOBRICK MODEL 5-43500 I i 1 I AT LAY 1 1 I `� m S �4 ----- _J SANITARY NAPKIN DISPENSOR ----- L_ / m / 31, BOBRICK MODEL 8-2�0 E- - EXTEND FLR'G UNDER VANITY SANITARY NAPKIN DISPOSAL 1 8 5 12 33 35 6 40 34 32 1 9 13 1 11 40 2 1 34 5 12 26 35 1 CONTROL CONTROL I LOCATION 32. 24" (UNITE "HEUJI° CRAB BAR LOCATION I 33. NOOK , UNfT BATH ELEVATION UNIT BATH ELEVATION UNfT BATH ELEVATION UNIT BATH ELEVATION w/ TUB ' 34. KOHLER MODEL K-1ro155 TOWEL RACK '�` HANDICAP ADAPTA,�Li� HANDICAP A'3LOE HANDICAP AJAP7451.E ® HANDICAP ADAPtA I_3 PROVIDE 3m'x48° NOTE: PROVIDE 3m'x48" BLOCKING FOR CLEAR SPACE REMOVE SHOWER BLOCKING FOR CLEAR SPACE NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS SEAT 4 GRAB AT SHOWER DOOR AND FRAME, POLISHED BRASS FINISH WHEN ADAPTED, TO GRAB BARS AT TUB FOR ADDITIONAL NOTES AND INFORMATION NOTE: Provide tempered glass shower door CtypJ BARS CTYP.) PROVIDE FULL WIDTH 35. 24" WHITE "HEWI" GRAB BAR - DIAGONAL (TYP.) remove at adapted units. Provide blocking for shower REFER TO SHEET ALm2 ACCESS. PROVIDE NOTE: shower pan shown recessed 2" into floor seat and grab bars in all locations. REMOVE WHEN UNIT 15 ADAPTED REFER R SHEET ALm2 to accomodate 1/2" max required curb g FOR MORE ACCESSIBILITY CURTAIN 4 ROD. FOR MORE ACCESSIBILITY see architectural inns For Further details INFORMATION 3ro. KOHLER MODEL K-2035 WALL MOUNTED SINK INFORMATION P 3-1, BOBRICK MODEL 8-4112 WALL MOUNTED SOAP / UNITS B, 51, 52, C, D-(BATH #2), � � UNITS B, 51, 52, C, D-(BATH #2), DISPENSER 38. METAL LOCKER ' D1 CBATN #2) DZ CBATP*2) D145ATN #2) 4 D2-CBATP"2) TBATH PLAN YP. WOOD BENCH U-B-3 HANDICAPPED ADAPTABLE SCALE: '�4"=1'-�" �Ul - B �-SCALE: i/4"=1'-0" U-B-1 SCALE: 1/4"=P-0" W lY 40. KOHLER MODEL K-79IoOPB TISSUE HOLDER UNITS B, 51, 52, C, D-CBATH #2), D1-CBATH #2) 4 D2-CBATH#2) oz W �3�ry Z NOTE: HANDICAPPED ADAPTABLE Zw JW D FOR SPECIIFIC FIXTURE AND APPLIANCE D o.Nq INFORMATION NOT SHOUJN REFER TO QF-_o SPECIFICATION MANUAL. - I PROVIDE W Z. o aw _ U II ® BLOCKING FOR J Q u v MR m i/i I----1 ' BARS l YPP..GRA� zQ �i U) — I CONTROL _ a ul I I I LOCATION «___— — «_ ______ � - = = X _j 1 c X Q m W/D I o � 30'x4V -- I - --- m -- - 7 w I CLEAR I 3m'x48"LEI v m N -1 O W I SPACE I CLEAR SPACE m / ~ `� / i LAUNDR C' AT SHOWER r------ -I D o 4------ EX END FL ORING---- UN ER ANI Y 1 3m"X48' 11 CLEAR j1 40 1 32 34 13 5 9 'I it 6 2 40 34 35 5 9 8 i CLEAR AV 10E L--- — -- II +, A UNIT BATH ELEVATION B UNIT BATH ELEVATION C I.INIT ATH L 1PATION D UNIT BATH ELEVATION �� H 1 AD H I ' H I 1 A ` ___ ® t�s 7' c� M NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS NOTE: Provide tempered glass shower door (typ.) 4S^x48" FOR ADDITIONAL NOTES AND INFORMATION remove at adapted units. Provide blocking For shower CLEAR SPACE •�� e��4� '• NOTE: shower pan shown recessed 2° into Floor seat and grab bars in all locations. AT TOILET to accomodate 1/2' max required curb REFER TO SHEET ALm2 \0 FOR MORE ACCESSIBILITY see architectural plans For further details INFORMATION' Ln N U N 11 IT A" �CBP "A �TTIH _E L � ® r l� � I CHK'D: o P.M. .AMY CARPENTER N UI-A-B 5CALE--'/4"=1'-Q)" U-A-1 SCALE:'/4"=1'-�" P.A. TIM WENTZ 00 N PROJECT NO.:15-1343-01 HANDICAPPED ADAPTABLE W C C Q 0 m ..o w"I Q� A � NOTE: REFER TO SHEET AL02 MIR Q REMOVE SHOWER FOR MORE ACCESSIBILITY 12' 24° DOOR AND FRAME, INFORMATION MA _ MAX w WHEN ADAPTED, TO =_-- c�====___= 1 c�== _�� c� __ X -1 PROVIDE FULL WIDTH - _ - _ 3m x48' 48'x48° _ � 1 3m"x48° W ACCESS. PROVIDE CLEAR SPACE @ I I `n�----------- r__------ I Ca CURTAIN E ROD. CLEAR SPACE — ,' `. Z AT SHOWER m \ / 0 Z I AT LAY I > Z LLJ I AT TOILET it1 ccl N `. ' Q CLEAR + �WI E" " 1 I 42'IG.B. II EXTERD FALOORING I ��— L~-- -- J I LLl U M CONTROL 1 LOCATION ( _ + II 1 �''BC I I 48"x48" I i 1 I CLEAR SPACE II 1 I I 35 3 26 1 40 2 32 26 5 9 34 1 32 40 26 18 12 I� i I 1 1 0l__ I I I �) 11 AT TOILET H 1 ----- I, I i t I I I I 1 11 1 UNIT BATH ELEVATION UNIT BATH ELEVATION UNIT_ BATH ELEVATION UNIT BATH ELEVATION I i 42'IGB. >- to I-- ---�_ =�_---- 131m"X48' I r�c B � PROVIDE 1 30'x48" 1 A CLEAR I HANDICAP HANDiCAI� ADAPT L� HANDICAP AD A�L� HANDICAP ADAPTA'�L3 � m � BLOCKING FOR 1 CLEAR I SEAT 4 GRAB 1 +1 SPACE 1 B �1.5PACE fi�T CONTROL 3m"x48' z � I I C ILAUNDR I NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS Q BARS CTYPJ AT LAV I 1 1 LOCATION CLEAR SPACE L_ _______-J 11 1 � FOR ADDITIONAL NOTES AND INFORMATION AT TUB PROVIDE m �¢ ' is I1r�11 I REFER TO SHEET AI.m2 BLOCKING FOR FOR MORE ACCESSIBILITY GRAB BARS INFORMATION (TYP.) I T 1 - T L �►�' I Oil t�N 1 - >�'� l�I�N WE ` }- U-83-1 9 UI-C-B SCALE: '�4"=1'-�" U-C1-1 }-},gNDICAPPED ADAPTABLE SCALE: '�4"=1'-�" US Uj IL \ ® o o @ ® }-La I. �l m M I R til / w '- % w \- - wLL r=L._ m w iv m , N m ` tl O NIL N 4 � l 2 40 1 34 9 13 35 S 5 12 40 34 32 1 I B 11— i 40 13 5 9 1 40 32 5 12 UNfT BATH ELEVATION UNIT 5ATH ELEVATION UNIT BATH ELEVATION UNIT BATH .ELEVATION w/ TUS I c ,4 S C D UNIT BATH ELEVATION B UNIT BATH ELEVATION O UNIT BATH ELEV�TfON D UNIT BATH .ELEVATION O � HANDICAP ADAPT HANDICAP ADAPTAi�i.i HANDICC4P ADAPTA51.5 HANDICAP ADAPTADL1f: + NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS I FOR ADDITIONAL NOTES AND INFORMATION NOTE: Provide tempered glass shower door (typ.) remove at adapted units. Provide blocking for shower NOTE: shower pan shown recessed 2° into floor seat and grab bars in all locations. to accomodate 1/2'max required curb see architectural plans for further details 1�1�1 f '� = 1 C l31 �"r f 01�1 f'i' 1 OWD001"i UNIT C 1 OUJ UI-B3-8 SCALE: '�4 =1 -� UI-C-PD SCALE: /4 =1 ->a U-C1-1 SCALE: �4 -1 -0 A A c 200I, The Martin Architectural Group 10 11 12 13 14 5 16 17 18 19 a O FIXTURE SCH DUB 1, TOILET 2. 42' WHITE "NEWI" GRAB BAR o 0 0 3. 3ro' WHITE "NEWI' GRAB BAR fill 4. BOBRICK MODEL 5-27460 TISSUE HOLDER cn F'I �' 4 MIR/ 5. VANITY BASE CABINET r SHOWER RECEPTOR Xtu "r (TO MEET ALL ADA/ ANSI 4 m 4 REQUIREMENTS) � W 'f. FLEXIBLE NOSE 4 SPRAY o� ,-'' N ABc D T S. 4' BACKSPLASN / SIDESPLASH 9, M I RROR I ` o O + 10. TOWEL BAR 5 8 12 3 3 1 11 35 11 1 34 11 34 1 40 13 5 9 I � 11. CERAMIC TILE FINISH V 12. MEDICINE CABINET UNIT B14TH El.EY�4TION UNIT B14TH ELEY14TtON C UNIT 814TH ELEY4TtON ® UNIT �4TH ELEYI4TION v 13. VANITY LIGHT FIXTURE00 o 14. VANITY COUNTER W/ UNDERMOUNT SINK 15, REFRIGERATOR 1<. RANGE W/ HOOD N 1-1. 30" MIN. SINK BASE CABINET *y . UNIT it 11 BATH �M TH 01 LVAT If1 1� i 18. BASE CABINET - 1'T le. WALL HUNG CABINETS UI-Dm81 SCr4LE: 1/4 1'-� "=° 20. 4' VANITY BACKSPLASH o 21. KITCHEN SOFFIT E 22. FILLER PANEL CAS REQUIRED) 23. URINAL (~ o 24. BOBRICK MODEL 1041 PARTITION 25. PRIVACY SCREEN U I 2l. TUB UNIT - - O O 00 21. BOBRICK MODEL 8-42 344 TOWEL ® O DISPENSER 4 TRASH RECPTOR MIR D B N A b 20. BOBRIGK MODEL 8-022 SOAP DISPENER ' / '.'� CT , N 29. BOBRICK MODEL 8-3011 SEAT COVER D1SP '- >- W T 30. BOBRICK MODEL 5-43500 Q Ila z LL SANITARY NAPKIN DISPENSOR m I 0 N 31. BOBRICK MODEL 8-210 -� 1 1.N N O + SANITARY NAPKIN DISPOSAL T 32, 24' WHITE "NEWI" GRAB BAR 33. NOOK I 34 1 35 11 5 8 32 1 34 40 11 13 5 9 11 l 32 S 5 12 34. KOHLER MODEL K-16155 TOWEL RACK POLISHED BRASS FINISH UNIT €�,4TH ELEY,4TION UNfT ��4TH ELEYI4TION UNfT e4TH EUEYI4TION ,UNIT fE�TH ElEY14TION 35. 24' WHITE "NEWI" GRAB BAR - DIAGONAL T REMOVE WHEN UNIT IS ADAPTED i 3(o. KOHLER MODEL K-2035 WALL MOUNTED SINK 3-1. BOBRICK MODEL 8-4112 WALL MOUNTED SOAP DISPENSER 1� ' �11 8111� PIMA 38. METAL LOCKER 3S. WOOD BENCH UI-D1-81 SG,4LE: 1/4"=1'-�° UmDI-1 40. KOHLER MODEL K--f9ro0PB TISSUE HOLDER �z�W NOTE: 212 u FOR SPECIIFIC FIXTURE AND APPLIANCE D o.qa INFORM,4TION NOT S1-IO.UN REFER TO a W $ 00 N SPECIFICATION MANUAL. W3 F a FuF ; ® lu v MIR ^ �� w LG.B. PROVIDE q a a it z= T T + II , BLOCKING FOR < _ 11SEAT 4 GRAB i30 x48' i T BARS (TYP.) iCLEAR T T C T -I I == ==- _= iSPACE ___ m iLAUNDR}'T r�0-� Y---� CLEAR SPACE TAm m M i i i T+ AT TOILET i T T T 30"x48" ----- ' L__ 2 _ ° °; CLEAR SPACE AT LAY t�G� 2 40 1 34 40 1 34 32 13 5 9 6 1 12 S 35 - 30'x48" CLEAR SPACE q l UNIT ATH i-Y14TION UNIT 15ATH 81.8VATION UNIT BATH ELEVATION AT SHOWERUj NOTE: REFER TO ACCESSIBILITY 4 ADAPTABILITY REQUIREMENTS CONTROL FOR ADDITIONAL NOTES AND INFORMATION LOCATION NOTE: shower pan shown recessed 2' into floor REFER TO SHEET Al-02 to accomodate 1/2" max required curb FOR MORE ACCESSIBILITY see architectural plans for further details INFORMATION -8 1! Lo ( CHK'D: � VU-A2 SCALE:'/4 1'-sa" 1.1-A-2 SC,4LE: 1/4"=1'-�" P.M. TIM CARPENTER p.A. -1"IM WENTZ PROJECT N0.:15-1343-01 C o N, MIR / J � I I A + W r- i DCB X 1L WIOU] U-7-T-1 v I I I I I I I O W W T �O + W U Z 12 5 S 13 5 9 22 34 1 40 34 1 40 '1 35 6 3 � W Q UNIT �,4TH ELEYI4TION UNIT �,4TH E�.EY,4TfON UNIT F,4TH ELEYI4TION UNIT �4TH L_. Y,4TfON W W W m� z� o p o� )?UNITTA 1 00 L ION �N ( 1 N UI-�-81 SCALE: 4"=1'- '/ tit 4 z IL B B REFER TO SHEET Al-02 FOR MORE ACCESSIBILITY on y INFORMATION Uj O \ \ REM IL i<1 i/' MIR T W J Y c� � \ IrEM- 30"x48"� EL Q u CLEAR , w SPACE 1 Ifilt I itp _T ` / Or AT LAY30"x48"/ / i- cn/ l'x48' CLEAR �PROVIDE CLR SPACE C I SP�CE BLOCKING FOR AT TOILET T L DAB AT TUB GRAB BARS �- T T T (TYP.) (� ' '1 2 40 1 34 26 35 12 5 3 11 40 34 1 32 9 5 13 Ii + ° T T i il.i d II ' L- �'I -- A UNIT 54AS TH ELEY�4TION UNIT ATH. ELEVATION C UNIT 5ATH ELMVATION � UNIT 814T�'"I EL�YI4TION N 1==4= _GB NIG,4F ADAPTLi FiANDIG4P AAF"f;.R i�IANDIC".Ai� AGAPTA.' 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n■ ■�� C� noun �■ _■■ noun C� �■ ■n ■�/ tin■ nn n ■am■ ■�■ O ■/ti ■■ n�■ noun ■�■ noun ■�■ tin ■i �■ ■ C ■fin �■ ■n n .r - noun -- -- = ■n C� noun ■■ n�■■ ■■ ■■ ■n n■ ■■ ■■ U■ n■ = �■ ■■ n■ ■■ ■■ noun noun ��I■n noun U ■n .■ C� i 3 C ■■■ noun -- - __ -m ._ --. ._ ___ __. _. __ __. _.______ _ •m_I -m- m ■ noun ■-- ■■ U ■■ ■■ m ■■ ■■ ■--m u noun ■■ m ■■-■ ■ - _ - _� � �I�I .-�-�-=�-� �■■ I■.: �n■= cl❑1= _:- I❑�I I��I�_I��I I��I i�►�I I��I�c��►�II I❑�I� I��I . �n■�I��I n UI I UPI__ � � i ��--- I noun !■■ �el ❑ _- -- r -- - - -1_- - ..�---- ELV-05 SCALE: 111r "=11-0" 6 �a A3z5 •- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --♦ / A3 (d5 I I I I I I I I I I I I I I e I I I I �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I ♦ - - - --/ I_ m m _ m n■ n _■ ■U n m m - m m m-m_m m - _ m mn n_m__m -- ■■■ U m n our nr m n n n ■ n n ■_ U■ _ - ■ _ n m .■ ■ - ■ ■ noun _ - n - - m _ u■ U n n■ n _■nU■ nru■ � m m o m n m m _ m _ n - _ m - m n■ n n -- ■ _-__ m _ m - m m m■■- ■ m _m nm n_ mnnm= m m m m--- m m m n■n_ m m n ■n U ■n_ n _m ■■_�mm_m n mm _m-m_ n nm mm mm m m-.m_m__m _n ■ _I��I n n ■■ m n m I��II n ■ ■ mm n I��I ■ ■ ■■ n I��I_ n_�m_m m m n_ ■■■ ■ I ■ I I I_I -- II n I I=I m m - I_I m n -- 111no_IMI_ n ■■❑J•. 1110monI❑l m I� m n I� ■� _ m �I L - n ■�• n I urn I ■•❑ I I Ur ■■ I m I n I- ■_ _ n n ■n n m, n ■ m n ■- ■' ■' � �I ■�• ■ ■ ■ �I�I hI I_I I����� n■ - n n■ ■■ �: ■■ _ m m ■■ - m m ■ ■_ n ■ _ ■e ��IhI�I�I�II_I�►I n_m_m I�I_I�JI n_ ■■ II�III❑III❑III�J�I❑.c ■ ■ ■■ ■ — - ■ � _ �_ •� mm= ❑❑ n •❑ U_- U _ ■■''_ U ❑; •❑ ■■ m ❑ ■ n � urn ❑ w ❑�• ■ m ❑�• ■_ _ ■ U �I�❑.I n �►❑I❑�gyEl�l_I❑I��I_I�I_ m _ n m m _ _ __�- m n n ■ _ n - ■ n _ n _ _ =1 ...... _..- __■ .®.® ❑I n n m ■�_ _-�_n ■ n m n=- ■ n n ■■ n=-- ■ _ ���c ■_ _ ■_ - n n m n ■m--m ■__ - - __ -- ■ n u ■ m m m n ■ n n=- ■■__mm - - n n a i mm_ n - - n n_p -n c- -■�■iJ ■■m n m ❑ m - _�i�� ■ ■ m n m L__ J m n - - - - ■■ ■■ m ■■ ■ ■ ■ ■ n _'_ _ - MM138 ■■ I_ noun ■■ _ - I❑mil noun ■■ w ■ I��I I ■our ■ I -__ ■■ I�� __ ■■ I _ e= ■■ I _-_ ■■ noun ■■ I�l ■■ noun I ❑� ■■ _ I �� n ■■ ■■ �� �� � I-� noun _ I =- _ ■■ ■■ I I noun ■■■■ I I �� ■■ I ■■ I ■■ � - _ I� - �I ■■ ■■ I ■ I ....INm I ■U ❑ ■■ � I - ■■ ■■ - = - I❑�I ■■ ■ m■--m ❑�I n ■ n ■ our ❑� ■ u■ ■ _ noun �� ■■ ■■ ■■ ��► ■■ ❑,❑ ■■ _ ■■� � _I - .... .. . .. _ .... ..... _I��II _ _I��I ...._.... _ � . _ _ i■. = '. yr - -- ...-■e!i ■w.-. ._■_.._ ■■ noun ■ !, ■I- •.1� j�.��� �•� /- �\� _� i� � �- ■ n m n Urm m n = = oa'zzrxrrrz4arzazata:rztirz:mrzzaarsz+zi's�.rmazzzncczxzt.Yzztarr:tsatranrtaaY:--.":'-'� r"e m ■ I� C - ❑I /- �� �� � --�-■---' tee_._ - - ■ _ m n o��- - n n '■ m n n -may _ m -..�..- n -".,�'__e-'°..■ m ■■ n■ _ _ e ��_ . ■■ -_-'��■�\ U - ■■ ■■ ■■ n ■ ■■ 0`■�� noun noun ■■ ■■ ■n ■ c n mm m �___ n n _ nn m _ n_ _ ■■ ■ ■ ■■ 1 ■■ m n urn m U m I■■. ■ ■ n U ■■ I ■ ■ -- n ■ ■ ■ ou■ m nm=---U■- ■■ ■.I❑■ ■.I�❑ ■. C ..I urn■■mUmn nr ..I L.■ ■. noun ■._noun■■...•■._■. IC =- . ■.... Join, ■■ (CO ■■ - noun..■ _ ■■I ■■ ■._. _ ELV-D& 5C4LE: 1/1(o"=1'-0" 11 Cal 0 DC CHK'D: P.M. :AMY CARPENTER P.A. -TIM WENTZ PROJECT N0.:15-1343-01 w < 0 N >n m 0 �' cY1 cfJ o0 w� Q o >~ I- w w cn w > O }= ^ss w w v > -5 w w N N oaw Q 0 o�mo u� N 0 0 N 00 N , A 10 2 13 w R, �J 5 54Q 2 ro 1� 0 IS Q 2001, The Martin Architectural Group 2 3 3 5 5 4 >io A 5 A4 02 A4 02 A4 01 A4.03 A4.03 A4.03 A4 03 A4 04 A9 01 , ' L-------L-----------, C C ALL CEMENTITIOUS SIDING AND TRIM IS TO BE PRIMED CALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. SCREWS SHOULD NOT BE COUNTER -SUNK. FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT, APPLY 6' WIDE STRIP OF 150 FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER I I I � I I I I I I � 413 NO3 5 6.08 A4.02 , I A4.03 A4.03 A4.06 , ----1---------------•, I I SIMI T.O. PLANK 61 T.O. PLANK 2nd L\vLj cs� 6' T.O. PLANK MAIN LVL , _ T.O. SLAB LOWER LVL --------------------- ------------- -�---- ---- --- Z-----------------------------------�------------------------ ------------------------------------------------' -- - - B.O.FTG F F ----- -------------- ----------------I---------- --- ==_______�- t-_________________________�___________� - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - I I 9 S 11 I A3.06 A3.06 A3.06 OH OH T°I I �J ELV-01 SCALE: 1/8"=P-0 15 A4.06 SIM e T.O. .®j T.O. 2nd b, T.O. l MAII` T.O. LOW ----- I I i i I I B.O. FTG ------ -- -------------------------------------- - ------ I - -- 12 3 A3.01I A9.03 A4.04 �.-----1----------------� 15 A4.06 SIM BY CIVIL ENGINEER � SIM ELV-02 &C4LE: 1/8"=1'-011 T.O. PLANK cp a� T.O. PLANK 3rd LVL T.O. PLAN< 2nd LVL c0 , m T.O. PLANK C MAIN LVL 0 , T.O. SLAB LOWER LVL 0 in B.O.FTG® AEVAT i ES 3.0 CONCRETE 3.1 CONCRETE FOUNDATION WALL 3.2 CONTINUOUS CONCRETE FOOTING 33 X 4.0 MASONRY 4.1 'CULTURED STONE' VENEER 4.2 'CULTURED STONE' WATER TABLE / SILL 43 'CULTURED STONE' TRIM STONE 4.4 'CULTURED STONE' KEYSTONE 4.5 'CULTURED STONE' CAPSTONE 4.6 SLATE COPING 5.0 METAL 5.1 ALUMINUM LATTICE (12'xIV GRID) 52 ALUMINUM RAILING SYSTEM 53 METAL COPING 5.4 ARCHITECTURAL MECHANICAL GRILLE (SEE MECH. Dl 6.0 WOODS AND PLASTICS roJ lx8 WOOD FASCIA w/ ALUM WRAP ro 2 1x5 WOOD RAKE w/ ALUM WRAP ro.3 'FYPON' CROWN FASCIA MOLD. 0052200 ro.4 'FYPON' WINDSOR WINDOW HEAD 6.5 'FYPON' BUCKINGHAM WINDOW HEAD 6.6 'FYPON' EYEBROW WINDOW HEAD w/ KEY 6.1 'FYPON' CARDINAL ENTRANCE SYSTEM 6.8 'FYPON' WINDOW SILL " 67"1801 6.S 'FYPON' LOUVER " ro62026 6.10 'FYPON' BRACKET +' 062300 6.11 'FYPON' BALUSTER " 164126 6.12 'FYPON' NEWEL POST a 504100/504200 ro.13 'FYPON' POST CAP " 131600 6.14 'FYPON' TOP RAIL " 12SO02 6.15 'FYPON' BOTTOM RAIL* 12S102 6.16 8' DIA. FIBERGLASS COLUMN 6.1"I 15' DIA. FIBERGLASS COLUMN 6.18 2 x 2 TRELLIS STRIPS CoJS 2 x 5 TRELLIS JOISTS (DOUBLED) 6.20 2 x 10 TRELLIS BEAM (DOUBLED) 6.21 'FYPON' PLAIN SEGMENT WINDOW HEAD 6.22 2 X 4 RED CEDAR LUMBER -1.0 THERMAL E MOISTURE PROTECTION 'I.1 DIMENSIONAL ASPHALT SHINGLES '1.2 CONCEALED ALUM FLASHING 13 'CEMPLANK' HORIZ SIDING - 4' EXPOSURE COLOR 01 1.4 'CEMPLANK' HORIZ SIDING - 6' EXPOSURE COLOR "2 1.5 'CEMPLANK' Ix8 TRIM lro 'CEMPLANK' ix6 TRIM 71 'CEMPLANK' Ix4 TRIM 1.6 'CEMPLANK' PANEL i.S 'CEMPLANK' 1/2x TRIM 1.10 'CEMPLANK' 1/2x TRIM 'L11 PORTLAND CEMENT BASED PLASTER '1.12 'CEMPLANK' IAA TRIM C :o ■ ■'0 IC CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Li o0 1- N, Q� o ,~ +- w � J O > IL 1- Q _ u � 0 T CnN, w 6) a � � Q Z 0&cN t- W W W W m () (L v z o o4[ALl O a / Y O O 0] m 0 / T 0 M in 0 �o In N O 0 N 00 N A 10 11 12 13 4 45 0 17 E�3 u ■I � © 2001, The Martin Architectural Group E co C i 1 9 1P� 9 /10__ 3 3 im /S__� A4.02 A4.04 A4.05 A4.04 A4.05 A6.06 A9.01 , A4.0r✓- A4.04 , SIM S=-t------ �------------ aim t-----------------.� ��----------------------------------.� (�-- I I I -�� T.O. PLANk T.O. PLANh 3� rd LYL 2ndT.O. PL_AN_h LYL T.O. PL_AN_h MAIN LVL I I I I I 32 I--__�-__---I1 I 1 I I IC--�--_--i T.O. SLAB LOWER LVL -------- -------------------------- ----- - --__-------------------------------------- ------------------------------------------ --------� --------------------------------------------------------------- --------------------------------------1 ------------------------------------------------------------------ ---------------- ----- ----------------------------------------�-�----------------------------------- -------------------------------Z------------------------------------------------�-------------------------------------------Z-------------------------------- ---- ----- ------------------/ ��-----------------------------------��---------------------------------- 13 15 16 B A301 A301 A301 1 I 1 im 9 9 A4.05 A4.04 A4.04 �r-----------------------------------� r------------------- � ca' T.O. PLANK �-T.O. PLANK rd LVL T.O. PLANK d LVL t T.O. PLANK MAIN LVL T.O. SLAB LOWER LVL_ _ LO.FTG �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I e 15 A4.0ro SIM� /- - - - - - - - - - - - - - - - - - - -. J A9.03 0"Y"ormuRALL SOUTH & VAT I O1N EL V-04 5C4LE: 1/5" =1' -0" MINS c ■n- non■ I Ell_■■■ 5C4LE: 1/5" =1' -0" T.O. PLANK T.O. PLANK 3rd LVL T.O. PLANK 2nd LVL _ T.C. PLANK MAIN LVL T._O._SL AB LOUDER LVL - T.O. PLANK cA m T.O. PLANK 2nd LVL T.O. PLAN< MAIN LVL'- @ _ T.O. SLAB LOWER LYL 4t1 ELEVATION FINISH N®TES ALL CEMENTITIOUS SIDING AND TRIM 15 TO BE PRIMED CALL SIDES, INCLUDING CUT ENDS) AND FINISHED, A$ PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. 5CREW5 SHOULD NOT BE COUNTER -SUNK. FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY (o' WIDE STRIP OF 15" FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER. ELEVATION M ®i 3.0 CONCRETE 3.1 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 33 X 4.0 MASONRY 4.1 'CULTURED STONE' VENEER 42 'CULTURED STONE' WATER TABLE / SILL 43 'CULTURED STONE' TRIM STONE 4.4 'CULTURED STONE' KEYSTONE 4S 'CULTURED STONE' CAPSTONE 4.6 SLATE COPING 5.0 METAL 5.1 ALUMINUM LATTICE (12'xl2' GR1D) 52 ALUMINUM RAILING SYSTEM 53 METAL COPING 5.4 ARCHITECTURAL MECHANICAL GRILLE (SEE MECH. DU ro.0 WOODS AND PLASTICS ro.l Ix8 WOOD FASCIA w/ ALUM WRAP 62 Ix5 WOOD RAKE w/ ALUM WRAP 63 'FYPON' CROWN FASCIA MOLD. 0062200 ro.4 'FYPON' WINDSOR WINDOW HEAD 6.5 'FYPON' BUCKINGHAM WINDOW HEAD ro.6 'FYPON' EYEBROW WINDOW HEAD w/ KEY ro.1 'FYPON' CARDINAL ENTRANCE SYSTEM ro 8 'FYPON' WINDOW SILL a 811801 6.9 'FYPON' LOUVER " r662028 6.10 'FYPON' BRACKET " 062300 6.11 'FYPON' BALUSTER " 184125 6.12 'FYPON' NEWEL POST x 504100/504200 6.13 'FYPON' POST CAP " 131600 6.14 'r-YPON' TOP RAIL " 129002 6.15 'FYPON' BOTTOM RAIL " 129102 6.16 8' DIA. FIBERGLASS COLUMN 6.11 15' DIA. FIBERGLASS COLUMN 6.15 2 x 2 TRELLIS STRIPS 6.19 2 x 6 TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 621 'FYPON' PLAIN SEGMENT WINDOW HEAD 622 2 X 4 RED CEDAR LUMBER 1.0 THERMAL E MOISTURE PROTECTION 1.1 DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 13 'CEMPLANK' HORIZ SIDING - 4' EXPOSURE COLOR 01 1.4 'CEMPLANK' HORIZ SIDING - 6' EXPOSURE COLOR 02 1.5 'CEMPLANK' Ix8 TRIM 16 'CEMPLANK' lx6 TRIM 1.1 'CEMPLANK' Ix4 TRIM 1.5 'CEMPLANK' PANEL 1.9 'CEMPLANK' 1/2x TRIM 1.10 'CEMPLANK' 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' IxIO TRIM lei lel L is w Oogn znuj 0z zw Lu QQQ� ON'DR } w m LL Q Ems:w.l �J�U� rU JjwW zQz�2 z,=Q CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 cv c l O wo Q� o� c(D W Q -1 > 0 �" } 5 W ~ � � Q Z E- llJ W W 1�11 m Q fL (K zM Q CD 1-� t is / N 0 a Y 0 0 m v 0 / bl Gl 0 M M C M �o N 0 0 N 00 N A 10 11 12 13 14 5 16 17 18 19 A I C 13 T.O. PLANK CD 6� T.O. PLANK 3rd LVL co o-) T.D. PLANK 2nd LVL i� T.O. 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FIBERGLASS COLUMN 6.11 15' DIA. FIBERGLASS COLUMN 6.15 2 x 2 TRELLIS STRIPS r-IS 2 x 8 TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 621 "FYPON' PLAIN SEGMENT WINDOW HEAD 6.22 2 X 4 RED CEDAR LUMBER �_ PLANK 3rd LVL ). PLANK 2nd LVL ). PLANK 'IA IN LVL T._0._5L AB LOWER LVL 0 _ B.O. FTG -1.0 THERMAL 8 MOISTURE PROTECTION 1.1 DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 13 'CEMPLANK' HORIZ SIDING - 4' EXPOSURE COLOR "1 1A "CEMPLANK' HOr IZ SIDING - 6" EXPOSURE COLOR 02 13 "CEMPLANK' ix8 TRIM 1.6 "CEMPLANK' lx6 TRIM 11 'CEMPLANK' lx4 TRIM 1.8 'CEMPLANK' PANEL le 'CEMPLANK' 1/2x TRIM 1.10 *CEMPLANK" 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' 1x10 TRIM MEL8VAT f ®fib FINISH DOTES ALL CEMENTITIOUS SIDING AND TRIM IS TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. SCREWS SHOULD NOT BE COUNTER -SUNK FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY 6' WIDE STRIP OF 150 FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER M T PLN O 5 5� -- 2 6 � E 117 C LO �r N F z 0 W ww � W 0 Oz�o -z OvFU 4000 ON�4 ? $ W LL 'QHJ � V � 0 W ~ �q li d LyW zOz�= Q 1 1: �.J? t-Q CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15 1343 - 01 6 o�i.nm � � o Q� o� +- LU p LH �DFn _jo 0 CnLLI "I Qom. Q"Q oI f m z� �Q 0 -q (Yl Q z o III III III i ii III m nl��l lil 00 C 2 13 14 5 16 17 18 A 0 © 2001, The Martin Architectural Group E SIM -------------- ----------------------- T.O. PLA 3rol LVL T.O. FLA 2nd LVL T.O.-PLA MAIN LV T.O. SLA: LOWER L FTG---------- -------- ----------- --------------------------------------------------------------------------------------- ------------------------------------------------------------- ----- ----------------------------------------- -T- ------------------------------- - 20 RTIAL WEST COURT'IrARD ELEVATION Tr"Ro 0"0 T T W5*T C >EL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A "A4.02A4Z2 'NA4.02 SIM.1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- 20 ELV-O& &CALE: 1/5"=P-0" =LANK -d LVL BLANK id LVL LANK IN IN LvL SLAB R LVL O. FTG 0-) ALL CEMENTfTIOUS SIDING AND TRIM 19 TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'C;=MTRIM'TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. SCREWS SHOULD NOT BE COUNTER -SUNK- FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY ro' WIDE STRIP OF 15" FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER SELIEvATION 3.0 CONCRETE 3.1 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 33 X 4.0 MASONRY 4.1 'CULTURED STONE" VENEER 42 'CULTURED STONE' WATER TABLE SILL 43 'CULTURED STONE' TRIM STONE 4.4 'CULTURED STONE' KEYSTONE 4B 'CULTURED STONE" CAP -STONE 4.6 SLATE COPING 5-0 METAL 5.1 ALUMINUM LATTICE (12'x12'GRID) 5.2 ALUMINUM RAILING SYSTEM 53 METAL COPING 5.4 ARCHITECTURAL MECHANICAL GRILLE (SEE MECH. 6-0 WOODS AND PLASTICS 6.1 Ix5 WOOD FASCIA w/ ALUM WRAP 62 1x8 WOOD RAKE w/ ALUM WRAP 63 'FYPON' CROWN FASCIA MOLD. 00$2200 6.4 'FYPON' WINDSOR WINDOW HEAD &B 'FYPON' BUCKINGHAM WINDOW HEAD ro /0 'FYPON' EYEBROW WINDOW HEAD w/ KEY 6.1 'FYPON' CARDINAL ENTRANCE SYSTEM 6.8 'FYPON' WINDOW SILL 0 alleOl ro !B 'FYPON' LOUVER * 662025 6.10 'FYPON' BRACKET 0 062300 6.11 'FYPON' BALUSTER 0 154126 6-12 'FYPON' NEWEL POST 0 504100/504200 6-13 'FYPON' POST CAPP 131600 6.14 'FYPON' TOP RAIL 0 12SO02 6J5 'FYPON' BOTTOM RAIL # 129IO2 6J6 5' DIA. FIBERGLASS COLUMN 6.1-1 VDIA. FIBERGLASS COLUMN 6.18 2 x 2 TRELLIS STRIPS 6.19 2 x 6 TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 6.21 'FYPON' PLAIN SEGMENT WINDOW HEAD 622 2 X 4 RED CEDAR LUMBER 1.0 THERMAL d MOISTURE PROTECTION IJ DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 13 'CEMPLANK'HORIZ SIDING - 4' EXPOSURE COLOR 01 1.4 'CEMPLANK' 14ORIZ SIDING - 6' EXPOSURE COLOR 02 IB 'CEMPLANK' IxS TRIM "I lo 'CEMPLANK' Ix& TRIM 71 'CEMPLANK' Ix4 TRIM 1.6 'CEMPLANK' PANEL 1.9 'CEMPLANK' 1/2x TRIM -IJO 'CEMPLANK' 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' Ix10 TRIM C to C) 00 0 co rD C4 cq 0 er w ww z 9 W a . W ONNQ off z 1w q14 .qz _j LC 0 CH K'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 61 < N m o wo 2: 0 Z W :-3 �D --C> �D LIJ _j Li () - C) 80 Of -j C0 "I Ili LU W U Z LU w LU w m 0 < cn n z a. rn to 00 - 2 Kj 14 lei 9 2001, The Martin Architectural Group 0 4.3 ELV-01 MEN Ind MEN IN■ _- _ MEN MEN IN■ _ MEN son I MEN I MEN 1.1 6.1 6.3 lb 1.4 SCALE: 1/4" =1' -0" t�Al I ELF-fdl I/� �� ��� MEN INES MEN MEN -• __ -• ��� ��� I - - -. MENMEN MEN ��� MEN • MEN MEN MEN �__ ��� MEN ��� ��� soyism ism .•� __ ELEVATION FINISH TES ALL CEMENTITIOUS SIDING AND TRIM IS TO BE PRIMED (ALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. SCREWS SHOULD NOT BE COUNTER -SUNK. FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY 6" WIDE STRIP OF 150 FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER- 10 CONCRETE 3.1 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 3.3 X 4.0 MASONRY 4.1 'CULTURED STONE" VENEER 42 'CULTURED STONE" WATER TABLE / SILL 4.3 'CULTURED STONE" TRIM STONE 4.4 'CULTURED STONE" KEYSTONE 4.5 'CULTURED STONE" CAPSTONE 4.6 SLATE COPING 5.0 METAL 5.1 ALUMINUM LATTICE (12'xI2' GRID) 52 ALUMINUM RAILING SYSTEM 5.3 METAL COPING 5.4 ARCHITECTURAL MECHANICAL GRILLE (SEE MECH. D' 6.0 WOODS AND PLASTICS 6.1 1x5 WOOD FASCIA w/ ALUM WRAP 62 1x6 WOOD RAKE w/ ALUM WRAP 6.3 'FYPON' CROWN FASCIA MOLD. #OB2200 6.4 'FYPON' WINDSOR WINDOW HEAD b.5 'FYPON' BUCKINGHAM WINDOW HEAD 6.6 'FYPON' EYEBROW WINDOW HEAD w/ KEY 6.1 'FYPON' CARDINAL ENTRANCE SYSTEM 6.5 'FYPON' WINDOW SILL B 511501 6.9 'FYPON' LOUVER " 662025 6.10 'FYPON' BRACKET " 062300 6.11 'FYPON' BALUSTER " 154125 6.12 'FYPON" NEWEL POST w 504100/504200 6.13 'FYPON' POST CAP # 131600 6.14 'FYPON' TOP RAIL " 129002 6.15 'FYPON' BOTTOM RAIL " 12SI02 b.16 8' DIA. FIBERGLASS COLUMN 6.11 15" DIA. FIBERGLASS COLUMN ro 6 2 x 2 TRELLIS STRIPS 6.19 2 x 8 TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 621 'FYPON' PLAIN SEGMENT WINDOW HEAD 622 2 X 4 RED CEDAR LUMBER 1.0 THERMAL 8 MOISTURE PROTECTION 1.1 DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 1.3 'CEMPLANK" HORIZ SIDING - 4" EXPOSURE COLOR *9 1.4 'CEMPLANK' HORIZ SIDING - 6' EXPOSURE COLOR "2 15 'CEMPLANK' Ix8 TRIM 1.C6 'CEMPLANK' 1x6 TRIM 1.1 'CEMPLANK' 1x4 TRIM 1.8 'CEMPLANK' PANEL 1.S 'CEMPLANK' 1/2x TRIM 1.10 'CEMPLANK" 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' 1x10 TRIM < 1' PLAN O C a N 0 N iL � H 3� Z >wm� mW=z, ~1NV� �7QBWw zOZo= QQq WR �?�Q CHK'D: P.M. :AMY CARPENTER P.A. -TIM WENTZ PROJECT N0.:15-1343-01 Uj Q m o � ..o Q� o� W O Jo 0 (� W W } j cr_ O (� Z 0 41 / N a / Y 0 0 L fd d O T 4� N a! O M It M C ti N 0 O N m N A 10 PART . 1 I AL RECLOWEVAT I ON SCALE: 1/4" =1'-0" L Kj ELV-01 4 SCALE: 1/4" = V-0" 5 ELV-01 SCALE: 1/4" =1' -0" E:3 o� - 0 0 A I ( 2001, The Martin Architectural Group C C i ELV-03 �-o I FE Li I I I I I I I I I I I10 I I I I I L / I I I I I I I I � � I I I I I I I I ----------------------------------------------------------------------1T------------I-L NOTE: COORDINATE MECH. GRILL LOCATIONS AND SIZES WITH MECH. DWGS. 5.4 SCALE: 1/4" =1' -0" I I I I -------I I -------I I -------I _ I -------I I -----r�-------------------------------------------- --------------------------------------------- -- -- -- ------------------- -- -- -- 4.3 4.1 4.2 ELV-03 SGALE: 1/4" =1' -0" q�hh, -10- % I son son son . no soy OEM ONE MENmom ®��r I ELEVATION FI I S NOTES ALL CEMENTITIOUS SIDING AND TRIM IS TO BE PRIMED CALL SIDES, INCLUDING CUT ENDS) AND FINISHED, AS PER MANUFACTURER'S INSTRUCTIONS, WITH AN OPAQUE STAIN 'CEMTRIM' TO BE FASTENED AND INSTALLED AS PER MANUFACTURER'S RECCOMENDATIONS. SCREWS SHOULD NOT BE COUNTER -SUNK FILL ANY HOLES OR DEFECTS WITH CEMENT PATCH OR ACRILIC LATEX CAULK PRIOR TO FINISH COAT. APPLY 6' WIDE STRIP OF 150 FELT BEHIND BUTT JOINTS OF TRIM BOARDS. JOINTS IN RUNNNING TRIM SHALL BE TIGHTLY BUTTED TOGETHER. ELEVATION <E*rONOTES 3.0 CONCRETE 3.1 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 3.3 X 4.0 MASONRY 4.1 "CULTURED STONE' VENEER 4.2 "CULTURED STONE' WATER TABLE / SILL 4.3 "CULTURED STONE' TRIM STONE 4.4 "CULTURED STONE' KEYSTONE 45 "CULTURED STONE' CAPSTONE 4.6 SLATE COPING 5.0 METAL 5.1 ALUMINUM LATTICE (12'x12" GRID) 5.2 ALUMINUM RAILING SYSTEM 5.3 METAL COPING 5.4 ARCHITECTURAL MECHANICAL GRILLE (SEE MECH. 6.0 WOODS AND PLASTICS 6.1 1x8 WOOD FASCIA W/ ALUM WRAP 6.2 ix8 WOOD RAKE w/ ALUM WRAP 6.3 "FYPON' CROWN FASCIA MOLD. 0062200 6.4 "FYPON' WINDSOR WINDOW HEAD 65 'FYPON' BUCKINGHAM WINDOW HEAD 6 6 "FYPON' EYEBROW WINDOW HEAD w/ KEY 6.1 "FYPON' CARDINAL ENTRANCE SYSTEM 6 8 "FYPON' WINDOW SILL # 8'I'1801 6.9 "FYPON' LOUVER # 662028 6.10 'FYPON" BRACKET # 062300 6.11 "FYPON' BALUSTER # 184128 6.12 "FYPON' NEWEL POST # 504100/504200 6.13 "FYPON' POST CAP # 131600 6.14 "FYPON° TOP RAIL " 129002 6.15 "FYPON' BOTTOM RAIL # 12SIO2 6.16 8" DIA. FIBERGLASS COLUMN 6.11 15' DIA. FIBERGLASS COLUMN 6.18 2 x 2 TRELLIS STRIPS 6.19 2 x 6 TRELLIS JOISTS (DOUBLED) 620 2 x 10 TRELLIS BEAM (DOUBLED) 621 °FYPON' PLAIN SEGMENT WINDOW HEAD C222 2 X 4 RED CEDAR LUMBER 1.0 THERMAL d MOISTURE PROTECTION 1.1 DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 1.3 'CEMPLANK' HORIZ SIDING - 4" EXPOSURE COLOR 01 1.4 "CEMPLANK' HORIZ SIDING - 6" EXPOSURE COLOR #2 15 "CEMPLANK' lx8 TRIM 1.6 "CEMPLANK' ix6 TRIM 1.7 'CEMPLANK' lx4 TRIM 1.8 'CEMPLANK' PANEL 1.9 'CEMPLANK' 1/2x TRIM 1.10 "CEMPLANK" 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' IxIO TRIM J 0 IC I:7 Qr a q CNV CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 m o p .. c Qeq oN� W z O - jjjo > F Q _1 w 0 ;r U� W W w < � 0 i At A C ELV-04 SCALE: 1/4 =1'-0 2 3 TIAL I&SEVATION ELV-03 4 SCALE: 1/4" =1' -0" L L PARTIAL "MILMYATION ELV-02 4 0 I� © 200L The Martin Architectural Group a N 0 r CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Q m o w� ¢� o� z W p JO > Q_ n W W } >- W m � Z � a � Q 0 d) z O Ui © 2001, The Martin Architectural Group E I 10 IN A 10 11 36' 14. SAFETY 12 6 FENCE _ TA. ROOF O:O'A : 'a:0.O O O•. 'a:0'0 0 0•. 'a,0.0 O O•. 0• — — PLANK TA. ROOF PLANK -- — 12 - HALL CXUES I $� � SU (T� 03 INACCESSIBLE (P ROOF SPACE LEVEL 00.0 'a0•000•. 60-000•.'a0.000•. a0"000•.'a0.000•.'ao-000•.:a-o o.e TA. 2nd LEVEL - - - -- _ PLANK HALL UNIT s1 fr TA.3rd LEVEL o.00a.o•000-. a ';o- o.000'a000•.'aa000>'a0000•. a0000•..a o o'o PLANK _ TA. 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The Martin Architectural Group I N 12 111 N 0 0 N 00 N .0 CHK'D: P.M. :AMY CARPENTER P.A. :TI M WEN TZ PROJECT NO.:15-1343-01 w 61 Q N rA m wi t- c� QC? oXO W O Z O J > Q Q rr U > :ff 3 w w q o Q _Z N Cn (K } m Q (L IX CQ }7 !i ail r: III li i �� III i ICI l�l I�) o 2001, The Martin Architectural Group + + 0 J 0. O L. d T r L) v 0 M C N 10 lf1 N 0 0 N 00 N �o 0 ® � CID o 04 N t� o 0 u� m CAD a 00 �aa V t. O O N W (e S W r p Oz:w z Q0gU:j O N N Q AWN❑. 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AS REQ'D 1/2' DENS -DECK SHEATHING —� P.T. 2X WOOD CANT STRIP —� BASE FLASHING W/ LAP SEALANT PER MANUFACTURER REQ'T. SEALANT COLD APPLIED MODIFIED BITUMEN ROOFING SYSTEM TAPERED RIGID INSUL. BD. (2' MIN. THICKNESS) PRECAST CONC. PLANK - SEE STRUCT. DM5. SCALE: 3" =1' -0" 31/2' METAL STUD 11/2" DENS DECK SHEATHING WRAP MEMBRAN OPENING SPOT ADHERED METAL LOUVER 2 00F NT JA1'' 5 DTL-13 SHIM RESISTANT METAL 2 W/ SCREEN SCALE: 3"=1' -0" 42 5.0 31/2' METAL STUD HEADER —TIT--------- --------------------TIT--- II II EQUAL EQUAL I I III Ro. - LOUVER IDTH C36 — — — — — — — — — — ------- -- r�--I I STORM RESISITANT LOUVER W/ SCREEN I I I I I I I I I l i i i i i i t LIGHT GAUGE METAL I I 1 1 I I N �— TRUSS - SEE STRUCT. DWGS, I I I I I I I I 3112' METAL STUD SILL PLATE I I I I I I I I 12 I I I I I I I I m 311/2' METAL STUD JAMB g.o I I I I I I > �— EPDM - SPOT ADHERED — I I I I I I I I i t I I I I I I I I I I I I I I I I I I I II--------- -------------------- II II �o)M�r=AL LOUD O �\/ENT L VA�Tl DTL-IS SCALE: 11/2"=1'-0" D T L -12 STONE BALLAST( OCCURS - SEE RC MODIFIED BITUMEI ROOFING SYSTEM RIGID INSUL. BOA] (2° MIN. THICKNES; PRECAST CONC. f SEE STRUCT. DUG: DTL-20 • z_f4M40-14BIPIZ40 12 walk Z-MO 2 0 • PVC VENT PIPE LAP CAULK PER MANUF. REQ'TS. CLAMPING RING MASTIC SEALANT PRE -MOLDED PIPE FLASHING LAP CAULK PER MANUF. REQ'S. 5CALE: 11/2 "=1'-0�i TYP. PITCHED ROOF CONSTRUCTION 1/2' DENS DECK SHEATHING R-30 BATT INSULATION - SURROUND DRAIN PIPE PARAPET SCUPPER DRAIN W/ 4' PVC DRAIN PIPE CONNECTION. SLOPE DRAIN PIPE MIN. 1/4" PER 1'-0' TO EAVE COLD APPLIED MODIFIED BIT. ROOF SYSTEM LAP INTO SCUPPER UNDER GRATE TAPERED RIGID INSULATION BOARD 1/4' PER 1'-ID' MIN. SLOPE (TYP.) RC 30 DC WA LIGHT GAUGE METAL FRAMING SEE STRUCT. DWGS. L OUVE NTT DTL-�S SCALE: 1"=1'-0" �� DTL=10 EA1� AT 0 LOW IN DTL -101 A 10 11 SCALE 11/2 =V-0 12 27 z UDg E iA w J LL f ALUM. FLASHING - TYP. EXT. BRG. WALL W/ SIDING WRAP ix4 BLOCKING - REFER TO WALL SECTION 15/A406 Q a ROOF SHINGLES a METAL FLASHING W/ DRIP 30 » ROOFING FELT TURNED 4 Q DOWN OVER TOP OF BUILDING WRAP W/ WALL 12' MIN. MEMBRANE GALV. MTL FURRING Q RUN VERT. v 16' O.C. 4 Q FYPON WINDOW HEAD -SEE ELEVS 4 P.T. WOOD BLOCKING WD. BLOCKING AS REQ'D SHINGLE RIDGE - WRAP DOWN OVER 1X4 BLOCKING ALUM. CLAD ix4 WOOD BLOCKING SEALANT TYP. Ll Q '/,z' DENS -DECK SHEATHING a WD. TRIM III I l / PERFORATED SEALANT METAL ROOF DECK - SEE STRUCT. DWGS. LIGHT GAUGE METAL TRUSS - - PT WD. SHIM SEE STRUCT. DWG&. 1i2' FIRE RETARDAVk' NT TREATED — BACKER ROD d SEALANT PLYWOOD SHEATHING SPOT ADHERED EPDM 1/2' MIN. CAULK BEAD (TYP.) MEMBRANE BROUGHT EX P.T. WOOD BLOCKING DOWN OVER FLASHING WINDOW HEAD AT /�T. WINDOW UNIT WALL W/ SIDINGS ,�� RIDGE 6 PITCHED 00� DTL-rot 1x4 FIBER CEMENT WINDOW TRIM BUILDING WRAP W/ MEMBRANE BACKER ROD 8 SEALANT —� ALUM. TRIM EXTENDER WINDOW UNIT SCALE: 3" =1' -0" SEALANT 1/2' P.T. WOOD FURRING FIBER CEMENT HORIZ. SIDING WOOD SHIM / x \ /AS REQUIRED'�SEALANT 1/2' G.W.B. INTERIOR FINISH ROOF SHINGLES ICE SHIELD (2'-0' FROM EAVE) 300 ROOFING FELT P.T. WOOD BLOCKING METAL DRIP EDGE 7 1'x8' FASCIA BD. (ALUM. WRAPPED) PEW. VINYL SOFFIT / FYPON CROWN MOLDING HEAVY DUTY 6' ALUM. GUTTER (REFER TO ROOF PLANS FOR LOCATION) 6ETAIL y- EAR + + + i�2' FIRE RETARDANT TREATED PLYWOOD SHEATHING PERFORATED METAL ROOF DECK LIGHT GAUGE METAL ROOF TRUSS + + INSULATION BAFFLE TO MAINTAIN MIN. < 2' AIR GAP AS REQ'D R-30 BATT INSULATION (BAGGED) LIGHT GAUGE METAL FRAMING AS REQUIRED TO SUPPORT EAVE AND SOFFIT CONST. FILL VOID s TOP OF WALL W/ FIRESTOPPING CROWN MOULDING ID UNIT LIVING SPACES (TYP.) P.T. WOOD BLOCKING AS REQUIRED lx& 'CEMTRIM', OR EQUAL W/ 31/2' EXPOSED TYP. EXTERIOR WALL W/ SIDING - REFER TO WALL SECTION 1/A4.02 DTL -11 SCALE: 3" =1' -0" DTL - I4 SCALE: 11/2 ° = V —0 SPOT ADHERED EPDM LAP DOWN OVER ROOFING SYSTEM LIGHT GAUGE METAL 1/2' DENS -DECK SHEATHING ROOF TRUSS - FROM ROOF DECK TO RIDGE SEE STRUCT. DUGS. MEMBRANE LAP FLASHING EXTEND UP MIN. 10' 11/2' GALV. MTL. FURRING CHAN TAPERED RIGID BOARD (MAINTAIN R 3A0TIOI) a 16' O.C. - RUN VERTICAL ITYP. EXT. BRG. WALL CONST. W/ SIDING REFER TO WALL SECTION 5/A4.03 TYP. WINDOW JAMJAM5 AT CMU WALL STONE BALLAST (WHERE OCCURS - 30 BATT INSULATION \` SEE ROOF PLANS) COLD APPLIED MODIFIED BITUMEN ROOF SYSTEM I 1 I + + ° a LAP SEALANT a ° CANT STRIP AS REQ'D ° 4 AS REQUIREDRS 0104 ° 4 ROOF- CANT 6 PITCHED ROOi= TRUSS 5CALE:3/4"=1'-0" D L=Or,- SCALE:11/2"=1'-0 DTL-1-1 SCALE. 1 1/2"=1'-0" Ix4 WOOD APRON WINDOW UNIT PAINTED WOOD z � FIBER CEMENT HORIZ. SIDING WINDOW SILL Q WOOD SHIM �� SEALANT AS REQUIRED j / ASPPLAT C MEMBRANE CFLASHING METAL PAN METAL FLASHING W/ DRIP FLASHING -EXTEND A BELOW TRIM \ BUILDING WRAP W/ BACKER ROD ( j MEMBRANE SEALANT (TYP.)��- i WINDOW TRIM - / / \� \ �j \ 6" METAL STUDS 10 24' O.C. SEE ELEVS FOR HEIGHT / I _ / / W/ R-19 BATT INSUL. BACKER ROD / / / SEALANT (TYP.) I - SHEATHING (TYP) P.T. WOOD BLOCKING i 11� -3 i 1i2' G.W.B. INTERIOR FINISH SHINGLE RIDGE - �� 4 I ON ''/2' RESILIENT CHANNELS WRAP DOWN OVER > IX4 BLOCKING / \ % 4, / 'h' P.T. WOOD BLOCKING TYP. EXT. BRG. WALL ALUM. CLAD ix4 W/ SIDING 1 /' A I� WINDOW TRIM -SEE WOOD BLOCKING - REFER TO WALL ELEVS SECTION 5/A4.03 \ ] �11� 1111 1 WD. TRIM SEALANT / / -- \ �I SEALANT FIBER CEMENT HORIZ. SIDIN 1 WD. SHIM ON 1/2' GALV METAL FURRING 9 1&' O.C. ; -- BACKER ROD 4 SEALANT 1/2' DENS DECK SHEATHING 1 i/2' MIN CAULK BEAD (TYP.) WINDOW UNIT SPOT APPLIED EPDM Y WIN0DOW SILL � 1-10 �Z_ �91Its Ci"iU WALL TYP. WINDOW A W/HORIZ. SI INl MEMBRANE BROUGHT DOWN OVER FLASHING DTL -�1 SCALE: 3" =1' -Q>" DTL -D0 SCALE: 3" =1' -0" P.T WOOD BLOCKING WINDOW UNIT SEALANT AS REQUIRED WINDOW UNIT METAL FLASHING EXTEND UP 4' MIN. METAL PAN WOOD SHIM BEHIND EPDM FLASHING - EXTEND WOOD SHIM LIGHT GAUGE FRAMING - BELOW WATER TABLE SEALANT AS REQUIRED SEE STRUCT. DUGS. BACKER ROD 3 METAL PAN \ SEALANT (TYP.) \ , ( PAINTED WOOD FLASHING - EXTEND 'CULTURED STONE° 3' 1\ WINDOW SILL BELOW TRIM PAINTED WOOD WATER TABLE 1 1 WINDOW SILL _ lx4 WOOD APRON BACKER ROD 4 / /- lx4 WOOD APRON SEALANT (TYP.) G - ` WINDOW TRIM - / _.— METAL STORM RESISITANT LOUVER ° SEE ELEVS. W/ SCREEN (41.2510 FREE AREA) METAL PAN FLASHING BUILDING WRAP W/ MEMBRANE VENEER ANCHOR - / SEE STRUCT. DWIGS. ° MORTAR SETTING BED ON BACKER ROD d AND SPECS. \ METAL LATH SEALANT (TYP.) CULTURED STONE a \ TYP. EXT. STUD WALL VENEER - SEE 1-2" G.W.B. INTERIOR FINISH ON W/ SIDING ELEVATIONS FOR EXTENT ° '1/2" RESILIENT CHANNELS - REFER TO WALL ! ,ER ROD 8 SEALANT a SECTION 1/A4.02 11/2' DENSGLASS GOLD SHEATHING FIBER CEMENT HORIZ. ENS DECK SHEATHING / ° SIDING a 'MEMBRANE 2 SILL OF OPENING TYP WINDOW SILL 0 'CULTU D STONE" 1�E TAL STUD CONSTRUCT ION T`r' WINDOW SILL � WORM SIDING 4 STUD WALL SCALE: 3" =1' -0" DTL -�5 SCALE: 3" =1' -�" DTL -53 SCALE: 3" =1' -0" WINDOW UNIT WINDOW UNIT SEALANT AS REQUIRED SEALANT A$ REQUIRED METAL PAN METAL PAN FLASHING - EXTEND PT WOOD SHIM FLASHING - EXTEND PT WOOD SHIM BELOW TRIM BELOW TRIM ix4 WOOD APRON lx4 WOOD APRON BACKER ROD d BACKER ROD k SEALANT (TYP) \ ( PAINTED WOOD ( PAINTED WOOD STONE BALLAST (WHERE OCCURS WINDOW SILL SEALANT (TYP.) WINDOW SILL SEE ROOF PLANS) COLD APPLIED WATER RTABLEED ONE" MODIFIED BITUMEN ROOF DRAIN / ROOFING SYSTEM - T.O._WA_LL_ -•. SEALANT AT 2 -1° A.F.F. - - _ _ _ ° ° 2'-1" OR 3'-1" AFF. ° . WD BLOCKING AS REQ'D (TYP) EXTEND INTO DRAIN 1' PERIMETER OR 3'-1' AFF. / N ° a a (SEE STRUCT. DUG&) ° a a. i SLOPE 1/4'/FT MIN (SEE STRUCT. _ ° 4 — a SLOPE 1/4'/FT MIN ` / "' a WD. BLOCKING AS REQ'D WINDOW TRIM - DUGS) SEE ELEVS. ° —WATERPROOFING ° a MEMBRANE (SEE SPECS) 4°4 41 BUILDING WRAP W/ / ° a a -CONTINUE MEMBRANE RIGID INSUL. BOARD VENEER ANCHOR - MEMBRANE BACKER ROD 4 UNDER PAN FLASHING° (2" MIN. THICKNESS) SEE STRUCT. DUGS. / ° d °a a' ° Q 4 MORTAR SETTING BED SEALANT (TYP.) a °a a Q Z AND SPECS. ° CAST -IN -PLACE CONC. / CAST -IN -PLACE CONC. P.T. 2x4 ID PERIMETER ° a ° CULTURED STONE a ° KNEE WALL ° KNEE WALL (SEE STRUCT OF OPENING---�---- VENEER -SEE a a o 1� a ° a DRAWINGS) ELEVATIONS FOR a ° . 2" GALV. METAL 'Z' CHAN. ° DRAIN FLANGE EXTENTa a aj W/ RIGID INSUL. CR-19 MIN) CEMENT HORIZ. SIDING a a 2' GALV. METAL Z CHAN. a . Q a W/ RIGID INSUL. (R-19 MIN) SECURED TO DECK -- I -- ° ° a � BRING mL16'MOC-L ° a PRECAST CON(. G.WB. INTERIOR FINISH Fir. PLANK - a ° ° 1i2' G.W.B. INTERIOR FINISH SEE STRUCT. DWGS. TYP ROOF CONST *, j� RAIN WATER CONDUCTOR -SEE WALL SECT 2/A402 TYP WINDOW SILL ,� (�I r'1 TYP WINDOW SILL ,V TYP001= D IN DETAIL KNEE WALL CONST. 4 STONE NE - , I, � WISED KNEEWALL CONSTRUCTION DTL I� SCALE. 1/� -1 -P� DTL-O7A SCALE: 3 -1 -� i`-Dil -r)-1 _C_)r_al ;=- 5 16 3 14 78 IE TYP. EXTERIOR WALL WITH SIDING SEE SECTION 1/A4.02 TYP. FIRESTOF AT FLR/GLG ASSEMB. AS PER ULCW-S-IIDIDI (2 HOUR) -1" THK USG FILL MATERIAL ON -MIN. 4' THERMARBER FORMING MAT'L W/ -'Z' SHAPED SUPPORT CLIPS SLOTTED CLIP FOR PLANK TO STUD ^' = ATTACHMENT. (SEE STRUCT DUGS) �D CROWN MOULDING AT UNIT LIVING SPACES (TYP.) STEEL STRUT AS PER UL ASSEMBLY TYR I=LR/CLGL AT NON�—,� IG-� �T 10 WALL DTL-72 SCALE: 1"=1'-0- D TYP. EXTERIOR WALL W/ SIDING SEE SECTION 1/A4.02 STARTER STRIP AS PER MANUF. RECOMMENDATIONS l PARGE EXPOSED FOUNDATION WALL (TYP.) COLOR TO MATCH ADJACENT SIDING TYP. SLAB ON GRADE SEE STRUCT. DWGS � I T.O. S GAB p GRADE a --- --- - DTL-7 J SCALE: 1"=1'-0" TYP. EXTERIOR BRG. WALL W/ SIDING ^ / SEE SECTION 15/A4_0& STARTER STRIP AS PER MANUF• i� RECOMMENDATIONS PARGE EXPOSED FOUNDATION WALL (TYP.) COLOR TO MATCH ADJACENT SIDING TYP. SLAB ON GRADE SEE STRUCT. DUGS T.O.S 14B � a Ill , GRADE < I a I� `a,Aa� ( n SLA5 EDGE AT CM.U. 5EARING WALL DTL-al SCALE: 1"=1'-0" C IB A w ly S lu i— lJ 0zzw Z Z jnjq oN�,d �w0),L NW:Z,� 1=J�.:UF- LU zOzpi a�z�Q CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 ui Q N � Cal o N � j CfJ W � QN, �o +- w O� T N J O <z � U)rn d w N L n ~ ILLI cp } j mQ oaa �A odmn o rr I Ii11�E�� I� III III i II I III II III ! `; II '11 Iil I ta) ill III I) i I . 1 © 2001, The Martin Architectural Group C C Il 'i 6' METAL STUDS W/ 1/2, G.W.B. SEE DET: 3O/A5. 2 �m coil m /SEE DET: 4 40/A5.02 50/A5 2 31/2' METAL STUDS W�CWM`lu jL IFFNERS -ANCHOR T MIN. 3 MASONRY (PAN. ANCH ° HOLLOW METAL DOOR 8 ;AME - SEE DOOR SCHEDULE )R SIZES AND VISION PANEL QUIiREMENTS y N w } NOTE: REFER TO 'TOTAL DOOR" MANUR SPECS AND DETAILS R WALL FOR COMPLETE INFORMATION a5 S1�IOKE STOW D®OiRS 1�TL- ?2 SCALE: 3/4"=1'-0" (2) 31/2' METAL STUD HEAD W/ 1/2" TYPE 'X' FIRE RATED G.W.B. BOTH SIDES CAULK ALL GAPS "C' LABEL H.M. FRAME "C' LABEL SMOKE DOOR 14EAD 51"I0IGE STOW DOOiRS DTL -40 SCALE: 1"=P-O" BUILD-UP STUDS TO ANCHOR DOOR JAMB (2) 31/2' METAL STUD JAMB W/ 1/2" TYPE "X' FIRE RATED G.W.B. BOTH SIDES "C' LABEL H.M. FRAME -- "C' LABEL SMOKE DOOR _.....__..._._ 5/S' GWB ON 1/2' RESILIENT CHANNELS a 24' O.C. ON 6" METAL STUDS W/ SOUND ATTEN. BATTS AND 5/6" GWB CAULK ALL GAPS INTERIOR FINISH (UL" U4113) JA1uI� � S1"IO�E STOP D00RS DTL -41 LOCATION OF / 'C' LABEL H.M. I L DOOR WHEN j CLOSED I FLOOR FINISH I I d d a SCALE: 1" =1' -0" 'C' LABEL H.M. DOOR FRAME (BEYOND) TYPICAL FLOOR CONST. if SEE WALL SECTION: 1/A4.02 51-10<E DOOR SILL UFFER LEVELS DTL-44 LOCATIOl 'C' LABEL DOOR WH CLOSED FLOOR Fir SCALE: 1 1/2"=1'-0" 'C" LABEL H.M. DOORFRAME 'BEYOND) TYP. CONCRETE SLAB CONSTRUCTION AT LOWER LEVEL -SEE SECT 1/A4.02 51,*�10KE D OOL 5 I L L LOWER LEVEL PROVIDE ICE SHIELD LAPPED 2' -0' OVER JOINT ASPHALT SHINGLES ...... ............. -_ _ _.__ ----------- — — — — — — 1/2' F.P-T. EXTERIOR GRADE PLYWOOD SHEATHING i i I I PERFORATED METAL I I I I ROOF DECK- SEE i i I i STRUCT. DWGS. i I I I i I I i LIGHT GAUGE METAL I TRUSS- SEE STRUCT. W i 1 i i DGS. I I I I I I I I META I L: EXPANSION JOINT e PITCHED ROOF CONT. EXTRUDED ALUM. CONT. EXTRUDED ALUM. CENTER PLATE TILE / CARPET PLATE CONC. TOPPING CONT. EXTRUDED ALUM. FRAME 0 0 . d _ .. PRECAST COJC. PLANK `— FIRE SAFING CAULK MIN. 1/2' APPLIED SEE STRUCT. DWGS. BEAD TO ALL JOINTS 1" THICK ENCAPSULATED CERAMIC FIBER INSULATION 2 HR. RATED FIRE BARRIER SUSPENDED DRYWALL CONT. EXTRUDE CEILING W/ 1/2" G.W.B. ALUM. FRAME SUSPENDED CLG. 'SANTOPRENE' FLEXIBLE SEAL SUPPORT TRACK CONSTRUCTION SPECIALTIES ALR-2 FLOOR EXP. JT. COVER (OR EQUAL) FC5-200 CLG. EXP. JT. COVER (OR EQUAL) EXP. JOINT AT SIPPER LOO S CONSTRUCTION SPECIALTIES SCALE: 11/2"=1'-0" ��/ DTL-3-4 SCALE: 2"=1'-0" 15RJ-200 ROOF EXP, JT. COVER (OR EQUAL) TYP. FLOOR/CLG. CONST. CONC. I SEE WALL SECTION: 1/A4.1 TOPPING % T. O. PLANK d o: °d I FIRE SAFING CAULK 1" THICK MIN. 1/2' BEAD APPLIED )_000, 0 c ENCAPSULATED TO ALL JOINTS 1 CERAMIC FIBER e 2HR. RATED HORIZ. SHAFT ASSEMBLY (INSTALL INSULATION I HR RATED i/2' G.W.B. ATTACHED AS OUTLINED IN CABO REPORT NER-256) FIRE BARRIER TO G.WS. SUSPENDED CEILING SYSTEM AS �' % 1' GYPSUM LINER PANELS d d a ',� C-H STUDS 9 24" O.C. REQUIRED a ° (2) LAYERS 1/2" FIRECODE 'C" >0� G.W B. ✓ G.W.B. WITH STAGGERED JOINTS PRECAST CONC. 3 1/2' METAL STUDS PLANK - SEE 1 16' O.C. STRUCT. DWGS. ti ���� PACK JOINT WITH SOUND BATT INSUL. f. FIRE SAFING 1/2' AIR SPACE \ NOTE: FCAULK AND SEAL PERIMETER S" C.M.U. BLOCK WALL OF STUD WALLS TO SLAB AND PLANK 1 EX . JOINT IN WALL AT UPPERFLOG S � (2) HOUR DUCT C�4A5E CLG. A55E1--15L-T- DTL=35 SCALE:2"=1'-0" ��� DTL -2-1 SCALE: 2' FIRIE 51FING CAULIk �X �v MIN. 1/2' BEAD AP.' LIED ALL JOINTS � 1' THICK ENCAPSULATED --1/2" WOOD FURRING AS CERAMIC FIBER INSUL. REQUIRED FOR ANCHORING EXPANSION JOINT FRAME CONT. EXTRUDED ALUM. 2 HR. RATED FRAME - FASTEN AS FIRE BARRIER REQUIRED BY MFGR "SANTOPRENE" FLEXIBLE SEAL CONSTRUCTION SPECIALTIES FWS-200 OR EQUAL EXP. JOINT AT 1NTERI01;R WALL TRUSS (REFER TO STRUCT.) TYP. I HR. CLG. ASSEMBLY a CHASE - 10 METAL STUDS a 16" O.G. - (2) LAYERS OF 5/s' TYPE "X' G.W.B. - AS PER: ICBO REPORT NO. 1353 TYP. 1 HR. ROOF/CLG. ASSEMBLY - REFER TO WALL SECTION 1/ A4.02 UNIT TYP, CHASE WALL CONSTRUCTION CHASE - IN ACCORDANCE WITH U.L. ASSEMBLY U430 (REFER TO PARTITION TYPE 3) T,1'f'. RATED C;k4A5E SECTION AT ROOF DTL-37 SCALE:2"=1'-0" DTL-25 BUTYL CAULK ---- CONT. EXTRUDED FLEXIBLE PRIMARY SEAL CONT. EXTRUDED PVC SECONDARY CONT. EXTRUDED SEAL ALUM. FRAME 1- 1 wv" r-s7=122 d° e CONSTRUCTION SPECIALTIES (OR EQ ° ° a , FW5-200 INT. EXP. JT. COVER ° a < °1 mill d° a ° I ( 11,11, � ° e. d d 5F-200 EXT. EXP. JT. COVER d / A < d WAT RSTOP r-m s z —HOT APPLIED WATERPROOFING CONT. EXTRUDED MEMBRANE PVC SECONDARY SEAL TEXTURED DRAIN SHEET W/ FABRIC MESH COVER BUTYL CAULK CONT. EXTRUDED ALUM. FRAME CONT. EXTRUDED LAP WATER PROOFING MEMBRANE a FLEXIBLE PRIMARY EXPAN. JOINT FOR PROTECTION SEAL GLUE 12' SIDE OF BOARD ONLY TO ALLOW FOR MOVEMENT EXP. JOINT AT RETAINING WALL SCALE: 1"=1'-0" GWB ON 1 1/2" METAL FURRING (TYP.) INER PANEL W/ 1/2' TYPE 'X' 3 EACH SIDE ATTACHED AS PER " U529. (2) HOUR RATING GA SUPPORT ANGLE (1" x 2") MECH. �TENED TO C.M.U. AT 24' O.G. NOTE: FILL CORES OF PLANK WITH FIRE5AFING AT CHASE LOCATION. (TYP.) _OVIDE FIRE CAULKING BETWEEN ANGLE AND G.M.U. (TYP.) PIPING CHASE AT CM.U. WALL DTL-31 SCALE: 1"=1'-O" DTL-&i SCALE: 1"=1'-0" CONT. EXTRUDED ALUM. CONT. EXTRUDED ALUM. CENTER PLATE TILE / CARPET PLATE CONC. SLAB-7CONT. EXTRUDED ALUM. FRAME a d 4 . Q 0 d d a d d Q J a. d d d 44 a a a a. 4 4 BREAK METAL EXTRUDED VAPOR BARRIER RAT GUARD- 211 d MOISTURE SEAL a FILL VOID W/ e' a COMPRESSIBLE c0 a ad HAUNCH IN SLAB AT EXP. 4 WATERPROOF JOINT -SEE STRUCT. DWGS. INSULATION CONSTRUCTION SPECIALTIES ALR-2 EXP. JT. COVER (OR EQUAL) EXP. JOINT AT SLA5 ON GRADE ONE OR TWO HOUR FIRE RESISTANCE — RATED WALL OR SMOKE PARTITION PER TESTED ASSEMBLY NOTED ON PLANS ACOUSTICAL SEALANT BACK d SIDES OF BOX AS NECESSARY FOR SOUND RATING - AS REQUIRED 2'-0' FOR WALL ASSEMBLY TEST (TYP.) MINIMUM SPACING \� TELEPHONE OR ELECTRICAL BOXES MAX. 16 SQ. IN. WALL OPENING EACH MAX. OP'G. 100 SQ. IN. / 100 SF. VERIFY WITH ADOPTED CODES. OUTLET PENETRATIONS TYP. INTERIOR MASc PARTITION (WHERE SEE FLOOR PLANS) TYP. FLOOR/CLG. Cc SEE SECTION I/A4D 3 HR. RATED BEAM ENCLOSURE IN ACC W/ U.L. DESIGN NO. N STEEL BEAM 4 ANGI SEE STRUCT. DWGS. METAL STUD BRACIc IN ACCORDANCE W/ U.L. DESIGN NO. N50 SUSPENDED DRYWALL CLG. "Ic" W/ 1/2' G.W.B.L 3HR FI - T D STEEL SEAM ELOSES . DTL-24 SCALE: 11/2"=1'-0" 3 HR. RATED COLUMN AS PER U.L. NO. X526 SEE DETAIL 36/A5.02 L J e e ALIGN FACE .41 OF GWB (TYPJ NON -RATED PARTITION (1) LAYER Na' GWB EACH SIDE 3 HR F I/K I T COLUMN AT THICKENED WALL D L --13 SCALE: 3" =1'-0" 3 HR. RATED COLUMN AS PER U.L. NO. X52S (4) LAYERS 5/a" G.W.B. ALL FOUR SIDES W/ 1 5/g' METAL STUDS STEEL COLUMN - SEE STRUCT. DW:3S. \ rlcfJ 4�" 8 NON -RATED PARTITION (1) LAYER 5/s' GWB EACH SIDE 3 HR I T LENCLOSURE AT WALL DTLa22 SCALE-3"=1'-0" L �31/2" NON -RATED PARTITION OR FURRING WHERE NEEDED W/ 1/2' GWB FINISH CHASE SIDE 1' GYPSUM LINER PANEL 2 1/2" METAL C-H STUD m 2 1/2" METAL J RUNNERS (2) LAYERS 1/2' GWB 2 HOUR RATED SHAFT CONSTRUCTION AS PER UL "U43S. (SEE SHEET A5.04) SHA T WALL PLAN DETAIL ="`7 DTL-&O SCALE: 1"=1'-0" ONE OR TWO HOUR FIRE RESISTANCE RATED WALL OR SMOKE PARTITION PER TESTED ASSEMBLY NOTED ON PLANS ](VERIFY W/ PLANS NOTE: PROVIDE 2x WOOD BLOCKING AT TOP AND BOTTOM OF WALL RECESS. PROVIDE WALL FINISH ON ALL FACES OF RECESS. FINISH SHALL BE SAME AS INDICATED FOR WALL MEDICINE CABINET, ELECTRIC PANEL, OR OTHER RECESSED OR SEMI -RECESSED FIXTURE ...- CUSSED C:A5[Nr=T OR PANEL TYP. TENANT SEP. WALL - FULLY ADHERED EPDM ROOFING SYSTEM - ROOF INSUL. (MIN. R-20) - PRECAST CONC. PLANK - SEE STRUCT. DWGS. T. O. SLAB d d DTL-49 ct - CONC. TOPPING - COORD. WITH PLANS - PRECAST GONG. PLANK SEE STRUCT. DWGS. T. O. SLAB I ` L_ Q .. SCALE: 1" =1'-0" TYP. TENANT SEP. WALL o - 1/2 " G.W.B. - 11/2 " GALY. METAL FURRING a 24" O.C. - S' CMU - 11/2" GALY. METAL FURRING a 24' O.C. - 1/2" G.W.B. 1/z" EXPANSION JOINT MATERIAL - TYP. ALL CMU TO SLAB CONDITIONS TYP. TENANT SEP. WALL / - 1/2 " G.W.B. / - 11/2 " GALY. METAL FURRING a 24" O.C. ' - S' CMU - 11/2" GALY. METAL FURRING a 24" O.C. - 1/2' G.W.S. TAP. TNANT SAP. UJ�1LL LOO / IL INS DTL -�'C SCALE: 0" D TYP. TENANT SEP. WALL Iv - 1/2 G.W.B. ,X\ - 11/2" GALY. METAL FURRING 24" O.C. - S' CMU - 11/2" GALV. METAL FURRING a 24" O.C. 1/2 " G.W.B. /\ 1/2" EXPANSION JOINT MATERIAL - TYP. l' ALL CMU TO SLAB CONDITIONS , \. >/I TYPICAL 15T FLOOR SLAB ON GRADE i \ SEE: STRUCT. DWGS. T. O. SLAB-' " \\\ NOTE - CAULK AND SEAL PERIMETER OF WALLS TO SLAB 4 a ° ° d a a a ad d d TYP. TENANT SEP. WALL � FIRST FLOOR DTL = �-C SCALE: 1"=1'-0" HOT APPLIED WATERPROOFING MEMBRANE EXTEND ACROSS TOP OF FOOTING RIGID INSULATION BOARD INTEGRAL — TO WATERPROOFING SYSTEM - EXTEND TO TOP OF FOOTING STONE DRAIN FIELD 6' PERFORATED DRAIN PIPE - - SEE CIVIL DLL*S. FOR LOCATION OF DISCHARGE CONN, I _I III III_ III— ° °. /\/\//\//\//\/ \ \ \ CONCRETE FOOTING TYP. RETAINING WALL C IB TYP. SLAB ON GRADE CONSTRUCTION -SEE STRUCTURAL DRAWINGS WATERPROOFING AT SASE OF RET. WALL DTL -32 SCALE. 3/411=11-011 A 18 19 0 w t M� 0 0 Q+ N_ a V co V a a W a� �_ Z a V W d a N 0 0 er eq w � w 0 02.1Qi1 %Dz QOQ O'NQ a w 0) �i1zzz w itiQa�w zOztax Qz=a J z F Q CHK'D: P.M. AMY CARPENTER P.A. :TI M WEN TZ PROJECT NO.:15-1343-01 w 1- Q m o o w� QLU �o z N .. W cI) w E� Q m Cf)� 13w ¢ � lL cp Q LU > w w m1-3 z� 3: o n1 0 o Q I II1111 ill , iil II � i it 4 illl "�11 it Il pl il�'I�li1 III I iII it ''1 t!II ill I DTL -43 SCALE: 1 1/2" = V-0" 11 12 DTL - 35 SCALE: 3" =1' -0" �J DTL-20 SCALE. 1"=1'-0DTL-29 4 45 16 17 SCALE: 1" = V -0" c 2001, The Martin Architectural Group E1 C� F :SILIENT CHANNELS ALL W/ SOUND BATTS -1/2" GWB ON 1/2' FURRING STRIPS -S' C.M.U. WALL -1/2" GWB ON 1 1/2" HAT CHANNELS INTERIOR STUD TO C.M.U. SCALE: 1 1/2"= P-0 CEMENTITIOU5 — S" G.M.U. WALL - SEE STRUCT. DWG5 (TYP.) HORIZ. SIDING —SPOT ADHERED EPDM - WRAP OVER BREAK METAL TRIM METAL FLASHING % 1/2' DENS -GLASS SHEATHING ON U/ DRIP 6' METAL STUD FRAMING W/ 1/2" DENS -DECK SHEATHING (OUTER LAYER) ON 5/5' DENS -GLASS SHEATHING CEMENTITIOUS TRIM BD. - FASTEN PRE -FINISHED BREAK METAL TRIM WITH GASKETED FASTEN TO WALL WITH GASKETED SCREWS FASTENERS (TYP) 1/2' DENS -GLASS SHEATHING PRE -FINISHED BREAK METAL CAP W/ CL CLIPPED ATTACHMENT 4 HEMMED N a EDGE O d) U .~ i% rX>' SEALANT V C.M.U. WALL - GROUT TOP CORE SOLID (TYP.) 71/' ' , , SPOT ADHERED EPDM - WRAP INTO CEMENTITIOUS OPENING, UNDER GAP/TRIM (TYP) HORIZ. SIDING OPENING AT MA PET <r 4 ° SKYLIGHT CU 3/4" MESH SCREEN AS REQ'D BY CODE ABOVE AND BELOW GLA55 ALUMINUM SKYLIGHT - SEE MANUF, DETAILS FOR CURB AND ATTACHMENT INFO. WRAP G.W.B. UP TO SKYLIGHT CURB PROVIDE BRACING AT TOP 4 BOTTOM TYPICAL CURB WALL CONSTRUCTION -SPOT-ADHERED EPDM - WRAP UP OVER CURB INTO OPENING (LAP OVER ROOFING) -1/2' DENS -DECK SHEATHING ON -1/2' RESILIENT CHANNELS ON -6' METAL STUDS 6 106' O.C. -R-19 BATT INSULATION -3 1/2' METAL STUDS 9 16" O.G. , -(3) LAYERS 5/S" TYPE 'X' G.W.S. F I RE5AF ING STEEL BEAM 4 PLATES (SEE STRUCT DWGS) WRAP AS PER UL NO. N505 TYP. FLAT ROOF CONSTRUCTION W/ BALAST SEE 16/A42» 1/2' G.W.B. CEILING SCALE: 1/2"=1'-0-' METAL CAP FLASHING P.T. WD BLOCKING AS REQ'D TYP. FLAT ROOF CONST, CEMENTITIOUS TRIM BOARDS W/ P.T. WD BLOCKING (AS REQ'D) ON 1/2' DENS -DECK ON 2' METAL STUDS AT 24' O.C. LIGHT GAUGE METAL TRUSS SEE STRUCT. DUGS. TYPICAL EXTERIOR NON -BEARING WALL DTL-102 SCALE: 1"=1'-0DTL-I✓'0 SCALE: 1 1/2"=P-0° (2) HOUR RATED WALL AS PER UL "U419 -2 LAYERS 1/2' TYPE 'X' GWB -6' METAL STUDS W/ MINERAL WOOL BATTS -2 LAYERS 1/2' TYPE 'X' GWB TYP. STAIR WALL SEE PART. S/ SHEET A5.05 4- BACKER ROD 4 FIRE CAULK EXTEND GWB PAST EDGE OF C.M.U. STUD TO C.M.U. CONNECTION AT STAIR 02 DTL-ii SCALE: 1 1/2"=1'-0'; EXTERIOR TYP. EXTERIOR NON -BEARING WALL -EXTERIOR FINISH -1/2" DENSGLAS GOLD SHEATHING -6' METAL STUD WALL W/ SOUND BATTS -5/S' TYPE 'X' GWB ON RC-1 CHANNELS V -1/2" GWB ON 1 1/2' HAT CHANNELS -8° C.M.U. WALL -1/2" GWB ON 1 1/2' HAT CHANNELS C.M.U. WALL AT EXTERIOR @40N-LOAD EARING� WALL TL--1-4 A 10 SCALE: i 1/2 1'-0" 1 SKYLIGHT BEYOND SLOPE TYPICAL RAISED ROOF CONSTRUCTION z -COLD APPLIED MOD. BIT. ROOF SYSTEM LAP OVER LOWER ROOF MEMBRANE (� AS PER MANUF. INSTRUCTIONS -TAPERED RIGID INSULATION BD. -1/2' FIRE RETARDANT TREATED PLYWD -6' METAL JOISTS (SEE STRUCT. DWG5) R-IS BATT INSULATION STEEL BEAM (SEE STRUCT DUGS) WRAP AS PER UL NO. N505 TYP. FLAT ROOF CONSTRUCTION W/ BALA: SEE 16/A4.0'1 En A I 1/2' G.W.B. CE I L ING ADJACENT TO SKYLIGHT SCALE: 1/2"=1'-0" CAULK PERIMETER OF GWB TO SLAB (TYP) 1' THK CONTINUOUS NEOPRENE SPONGE COMPRESSED BY GWB TO 1/2" MASON INDUSTRIES NEOPRENE PARTITION SUPPORT, UPSIDE-DOWN, AT HEAD TRACK MASON INDUSTRIES CEILING HANGER SOUND BATT INSULATION GAP BETWEEN GWB 4 PLANK TO BE NO LARGER THAN 1/2". THERE 15 TO BE NO CONTACT BETWEEN GWB 4 FLOOR STRUCT, TYF. SOUND ISOLATION AT KITCHEN WALL TYP. EXT. elWALL CONST. W/ CULT. STONE ' a SEE WALL SECTION -1/A4.04 I a a Q MORTAR BED W/ WIRE LATH- a MORTAR JOINTS TO BE I FLUSH WITH EXTERIOR ' FACE OF CULTURED STONE (TYP.) TRIM STONE j 4 1 Q FORM 1/2' DEEP DRIP WOOD TRIM C - SEALANT PT WOOD SHIM (AS REQ.) I ALUM. TRIM EXTENDER I ANGLE END DOWNWARD BACKER ROD 4 SEALANT 1/2" MIN. CAULK BEAD (TYP.) WINDOW UNIT WINDOW WD EXT. 5R.G WALL UJ/ STONE DTL-84 SCALE: 1"=1'-0 WINDOW UNIT — SEALANT AS REQUIRED METAL PAN FLASHING - EXTEND BELOW TRIM BACKER ROD 4 SEALANT (TYP.) \ 'CULTURED STONE' I METAL FLASHING W/ DRIP EDGE WATER TABLE / EXTEND UP S' UNDER BUILDING WRAPLA , P.T. FIRE RT. 2 x 4 - ALUMINUM WRAPPED / a �) / BACKER ROD 4 SEALANT i ALUMINUM LATTICE SYSTEM 1 1 1/2' x 1 1/2" MEMBERS - 12' x 12" GRID VENEER ANCHOR - ALL CONNECTIONS AS PER MANUF. SEE STRUCT. DWG5. AND SPECS. TYP. EXTERIOR WALL W/ SIDING i \ \/ SEE SECTION 1/A4.02 CULTURED STONE VENEER - SEE ( ELEVATIONS FOR / / /' x/ EXTENT /° / LATTICE MANUFACTURER TO BE CROSS INDUSTRIES PH: ('110) 300-0002 �° I\�� OR EQUAL TY , UJINDOW SILL LATTICE ATTACHMENT TO WALL � EXT. UUAL�LW / STONE SCALE: 1 =1 -0 D L-E SCALE: 3" =1'-0 PT WOOD SHIM Ix4 WOOD APRON — P. LAM. ON PLYWOOD WINDOW SILL i MORTAR SETTING BED ' W/ WIRE LATH 11 S' CMU WALL % I 2' GALV. METAL 'Z° CHAN. n W/ RIGID INSUL. (R-19 MIN) n j, ��s° G.wB. INTERIOR FINISH SCALE: 3" = V -0" METAL FLASHING W/ DRIP EDGE EXTEND UP 8' UNDER BUILDING WRAP 1 x 'CEMPLANK" TRIM BOARD FINISHED 4 PAINTED BACKER ROD 4 SEALANT TYP. EXTERIOR WALL W/ SIDING SEE SECTION 1/A4.02 DTL-la SCALE: 1"=1'-0" -- 2 x 2 TRELLIS STRIPS AT IV O.C. 4 x 4 P.T. WOOD POST (SEE STRUCT. DWGS FOR ATTACHMENT DETAILS) 1 -2'L DOUBLE 2 X 5 MINOR BEAMS AT EACH COLUMN AND EQUALLY SPACED BETWEEN. 'i2" GALV. METAL FURRING y REFER TO PLANS AND ELEVS. a 106' O.G. RUN VERTICALLY r � j FASTEN SIDING TO TYP. EXT. BRG WALL W/ SIDING i I i I FURRING ONLY -FLOAT SEE SECTION 15/A4.06 END OVER STUD 1/2' DENSGLASS GOLD DOUBLE 2 X 10 MAIN BEAMS SHEATHING - WRAP AT Ix4 FIBER CEMENT CORNER PROVIDE SLOPED CAP AT TOP OF TRIM BOARD - 74 COLUMN (TYP.) RIPPED (PTD WHITE) — FIBERGLASS COLUMN SURROUND W/ < i I I I STRUCT. POST INSIDE `t I I I d' p I I ALL TRELLIS MEMBERS TO BE P.T. NOTE: TYP. EXT. WALL W/ SIDING I i LUMBER, PRIMED 4 FINISHED WITH OPAQUE ALL TRIM TO BE SEE SECTION 1/A4.02 I i WHITE STAIN AS PER MANUFACTURER'S PATCHED, SANDED 4 RECOMMENDATIONS. PREPARED AS PER MANUF, INSTRUCTIONS PRIOR TO PAINT/STAIN APPLICATION (TYP.) 1 X 4 FIBER CEMENT TRIM BOARD (PTD WHITE) TY. TRELLIS ATTACHMENT TO COLUMN F. SIDING OUTSIDE CORNER DETAIL DTL a�� SCALE: 1 =1 -0 DTL - 3 7 SCALE: 1" =1'-0" FIBERGLASS COLUMN SURROUND W/ 4 x 4 P.T. WOOD POST INSIDE (SEE STRUCTURAL DWG5. FOR POST ANCHORAGE IN WALL) 16" WIDE 'CULTURED STONE' FLAGSTONE WALL CAP. CARVE OUT AREA FOR COLUMN BASE (TYP.) 10" WIDE C.M.U. WALL W/ 'CULTURED STONE" FACING BOTH SIDES. INSTALL STONE AS PER MANUF. RECOMMENDATIONS (TYP.) TRELLIS SASE AT LOW WALL �J DTL-rob SCALE: 1"=1'-0 12 13 14 5 TYP. NON -RATED INTERIOR PARTITION ALIGN EDGE OF STUD WITH 'Z" CHANNEL CONTINUE 1,12' RESILIENT CHANNELS THROUGH - PROVIDE END BLOCK FOR CHANNEL ATTACHMENT TYP. EXT. WALL W/ 51DING Ix4 FIBER CEMENT TRIM BOARD - RIPPED FOR I' EXPOSURE (PAINT TO MATCH ADJ. SIDING) SACKER ROD 4 SEALANT (TYP.) TYP. EXT. BRG WALL W/ SIDING SEE SECTION 5/A4.03 TYi=. "SIDING INSIDE CO - ER DETAIL �J DTL-3a SCALE: 1"=1'-0 16 17 / PAN FLASHING AT WINDOW SILL MANDATORY AT ALL WINDOWS INCLUDING SELF -FLASHING WINDOWS A. CHECK IF SILL PLATE IS LEVEL. B. INSTALL METAL PAN FLASHING OVER SILL OF ROUGH OPENING AND FLASHING C. FLASHING SHOULD CREATE A _ I DAM AT BOTH ENDS, SEAL \ JOINTS W/ ROOFING CEMENT NOTE: SILL FLASHING SHALL \ EXTEND TO THE SURFACE \ OF THE EXTERIOR WALL FINISH N.T.S. TY . SILL FLASHING DETAIL DTL-0� FIBER CEM__'_ HORIZ. SID BUILDING U SCALE: N.T,S. MEMBRANE <x� '/2' GALV. METAL FURRING \ a 16' O.C. P.T, WOOD BLOCKING — a" CMU BLOCK SEALANT 4 CMU BOND BEAM BACKER ROD �! U44\\, SEE STRUCT. DWG5. FLASHING EXTEND UP /; / 2' GALV, METAL 'Z' CHANNELS WALL S" MIN. BEHIND WITH RIGID INSULATION (R-19 MIN.) BUILDING WRAP =t�1Yr;,,;, __.._ AND �� ' 2 GWB INTERIOR FINISH Ix4 FIBER CEMENT "' SEALANT TRIM OR FYPON HEAD (SEE ELVS.) HM, DOOR FRAME W/ SOUND SEALS PACK FRAME W/ SOUND BATTS OR GROUT SOLID INSUL. H.M. DOOR EXT. DOOR UJ/ SID ING IV CMU WALL DTL 03 SCALE: 11/2 =1'- 0 „ P.T. WOOD BLOCKING SEALANT 1/2' GALV, METAL FURRING -a lb' D.G. Ix4 FIBER CEMENT TRIM— FIBER CEMENT HORIZ. SIDING BUILDING WRAP W/ MEMBRANE u X S' CMU INSUL HM. DOOR L/ GROUT - FILLED H.M. DOOR FRAME W/ 3 MASONRY ANCHORS / PER JAMB - SEALANT 2' GALV. METAL 'Z' FURRING W/ "2' GWB INTERIOR FINISH RIGID INSULATION (R-19 MIN) EXT. DOOR JAMB W1 SIDING IV CMU WALL DTL-04 SCALE: 11/2"=V-oil HM.FRAME (BEYOND) INSUL. H.M. DOOR -2' EXPAN. JT. MATERIAL TRIM BOARD - SEE IN THRESHOLD ELEVATIONS SEALANT DOWEL EXT. SLAB INTO BUILDING WHERE ADJ. EXTERIOR LONG. TY. SLAB ON GRADE CON AND LOCCATIONATION W/ PAD - SIZE PSEE SECTION-I/A4.02 FLOOR PLANS 2' PERIMETER INSULATION SLOPE 1/4' PER FTTI ° Q a ° 4 a a ° . a d ° .. ° °' ° ° _ a . ° ° a �9�,EXT. DOOR SILL IE ID C IB 0 0 -n m � �I F�1 rM V � � 0 00 0 co to to fUf�� f� E� m 0 :q U W 2. m a F I w^6r/7 .V b q GV .�q 0 0 w N w � = w Q Oz�w Ozw Q 0Q J ON�Q } RJ N �lL q�0 Z. ~�NV� w zQzQ= QQQ=� 3_j?E Q CHI P.M. AMY CARPENTER P.A. -TI M WEN TZ PROJECT N0.:15-1343-01 w @ @ 61 <N Q� �o {- W Cli O_ N W W (� E' .J O Qz � _j - " V� Q > 11�1 od�73 0 Z 0 E— W cn W �D } c a WWWCI Ll (L (k Q m� Z o'QmoW oQ 11111�1P mil Ill II GI I it III Ili rl � ill DTL -05 - SCALE: 11/2 ° = V-0 19 0 z 0 _ mww � 04 �" i o .oZ O�NQ Nw�p �Qaww zOzQi Q Q Q w �Jzi—Q I N CHK'D: I P.M. :AMY CARPENTER P.A. TIM WENTZ PROJECT N0.:15-1343-01 o m o wo QN, �o UJ o � JO Q LU t]- p N W m zQ �A oz o p II it ill III III ,i ill III lu II 'lil ;� a1 III Ali i i c 2001, The Martin Architectural Group in 11 19 11 14 1.5 IF 17 1R IQ Design No. U904 Design No, J918 Unrestrained Assembly Rating - 1 Hr, Desi n No. U438 g Design No. U4113 Design No. U420 Bearing Wall Rating - 3 Hr. Nonbearing Wall Rating - 2 Hr. Nonbearing Wall Rating - 1, 2, 3 or 4 Hr, g g Nonbearing Wall Rating - 1 or 2 Hr. Nonbearing Wall Rating - 3 Hr. 24' o.c. 24' O.C. a ------------- -------------- ° a r 110 0 1 L 24' O.C. L2 Cro00 mm) j �' a 77 ===�=17 1 4 2 Horizontal Section na,eheaerde 3 2 1. Concrete Blacks*- Various designs. Classification C-3 (3 hour). 3 •� See Concrete Blocks category for list of eligible manufacturers. Horizontal Section �{ `t Horizontal Section 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Porland cement (proportioned by volume) than 50 hydrated lime Vertical Ceiling and not more percent (by cement volume). joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr. to Classification if used. Attached Z Unrestrained 1. Floor and Ceiling Runners - (Not Shown) - Channel shaped, fabricated from min. 25 MSG to concrete blocks (Item 1). corrosion -protected steel, min. width to accommodate stud size, with min. 1 in. long legs, 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay End Detail , G� attached to floor and ceiling with fasteners 24 in. O.C. max. 2. Steel Studs -Channel shaped, fabricated from min. 25 MSG corrosion -protected steel, min. �' _•_ • _• _' L or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hrtoClassification. width as indicated s to e c 4, min. 1 //4 in. flanges and em y return, spaced a max. of 24 in. O.C. Studs to be cut 3/8 to 3/4 in. less than assembly height. •`, -- 5. Foamed Plastic (Optional - Not Shown - 1-1/2 in. thick max, 4 ft wide sheathing3. Batts and Blankets* - Re uired as indicated under Item 4 -Mineral wool butts, friction U attached to concrete blocks (Item 1). fitted between studs and runners. Min. nom thickness as indicted under Item 4. See Batts 2 2 Celotex Corp. - Type Thermax ,{ 4 and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A.Botts Blankets* Placed in fiber Bearing the UL Classification Marking. 3 and - (Optional) - stud cavities, any glass or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or ........ Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified VertlCal Section 1. Precast Concrete Units * -Carbonate, siliceous, or lightweight aggregate. 4 or 8 ft wide _ .... floor companies. 4. Wallboard. Gypsum* - Gypsum panels with beveled, square or tapered edges, applied vertically or units with cross section similar to the above illustration. Openings may be provided through horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides 1. Studs -Channel -shaped 1 5/8 in. wide with 1 3/9 in. legs and 1/4 in. stiffening flanges. the units for piping, ducts, or similar services and should be suitably enclosed with of studs. Vertical pints in adjacent layers (multi -layer systems) sta eyed one stud cavity. j y ( y ga y Fabricated from No. 25 MSG galv. steel. Studs to be cut 1/4 in. less than assembly height. constructions having at least equal resistance, acceptable to authorities having jurisdiction. Horizontal edge joints and horizontal butt joints on opposite sides of studs staggered a min. of 2. BracingOf two types. Type 1 - Cut from the steel runners, 9 1 2 in. Ion Fastened to YP / 9 American Precast Concrete, Inc. Arnold Concrete Products - Greensboro Div, of Carolina Steel Corp. Cellln 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers(multi-layers stems 9 > y y ) the studs with two No. 8 by 1/2 in. self -drilling, self -tapping steel screws in each stud. Breeko Industries 4 g staggered a min. of 12 in. The thickness and number of layers for the 1 hr., 2 hr., 3 hr., and 4 hr. follows: Type 2 - Cut from the gypsum wallboard 9 1/2 in. long and 12 in. wide. Fastened to the Cleveland Builders Supply Co. a Q a ratings are as studs with three Type S wallboard screws at each end. Vertical spacing of bracing not to Nitterhouse Concrete Products, Inc. 4 a exceed 48 in. O.C.. Southern Cast Stone Co., Inc. Wallboard Protection on Each Side of Wall 3. Floor and Ceiling Runners - Channel- shaped 1 5/8 in. wide with 1 in. legs, fabricated from Strescon Industries Minimum Stud Number of Layers and Min. Thickness of E No. 25 MSG galv. steel. Attached to floor and ceiling with fasteners spaced 24 in. O.C. Design NO. Ug14 g TPA( Div. of the Tanner Companies RatingDe Depth Thickness of Panels Insulation (Item 3� E 3A.As on alternate to Item 3 Ceiling Runner - 25 MSG min. golv. steel, width to accommodate g _ / 2. Min. Bearing 1 1 2 in. _ stud, with 3 or 4 in, legs offset at midpoint 5/8 in. for the 1 hr. rating of 1 1/4 in. for Bearing Wall Rating - 3 Hr. 3. Grout- Sand -cement type, 3500 psi compressive strength. For a grout stop, compressible 1 hr. 3 1/2 1 layer, 5/8 in. thick Optional the 2 hr. rating to accommodate wall cladding thickness. Attached to ceiling with fasteners material mat be placed at bottom of the joint before applying grout. 1 hr. 2 1/2 1 layer, 1/2 in. thick 1 1/2 in. spaced 24 in. O.C. The wall cladding shall overlap wallboard 1 1/4 in. min. Nonbearing Wall Rating - 3 Hr. * Bearing the UL Classification Marking 2 hr. 1 5/8 2 layers, 1/2 in. thick Optional Fire Trak Corp. 2 hr. 1 5/8 2 layers, 5/8 in. thick Optional 2 hr. 3 1/2 1 layer, 3/4 in. thick 3 in. 4. Wallboard, Gypsum* - Any 5/8 in. thick wallboard for fir resistance Classified with beveled, 3 hr. 1 5/8 3 layers, 1/2 in. thick Optional squared, or tapered edges. 3 hr. 1 5/8 2 layers, 3/4 in. thick Optional For 1 Hr. Rating -One layer of wallboard to be used. Applied vertically with joints centered 4 hr. 1 5/8 4 layers, 1/2 in. thick Optional over studs. Fastened to studs with 1 in. long, Type S, wallboard screws spaced 8 in. O.C. at the joints, located 3/8 in. from the edges, and 12 in. O.C. in the field. Fasteners to be 2 i 4 hr. 2 1/2 2 layers, 3/4 in. thick 2 in. spaced 8 in. O.C. at the runners. Two layers The inner in 2 Canadian Gypsum Co. - 1/2 in. thick Type C, WRC or IP-X2, 5/8 in. thick Type SCX, SHX, WRX, For 2 Hr. Rating - of wallboard to be used. layer to be applied the c0 IP-Xl, AR, C, WRC or IP-X2; 3/4 in. thick ULTRACODE or Type IP-X3. some manner as for the 1 Hr. Rating. The outer layer to be fastened to the studs (through r\-- United States Gypsum Co. - 1/2 in. thick Type C, WRC, or IP-X2, 5/8 in. thick Type SCX, SHX, the inner layer) using 1 5/8 in. long, Type S, wallboard screws spaced 8 in. O.C. at the WRX, IP-X1, AR, C, WRC, IP-X2; 3/4 in. thick ULTRACODE or Type IP-X3. joints, located 3/8 in. from the edges, and 12 in. O.C. in the field. Fasteners to be spaced 8 in. O.C. at the runners. Joints to be staggered 24 in. from the inner layer. See Wallboard, Gypsum (CKNX) category for names of manufacturers. N '. CQ � � DO o` Da •1° D 0- AISI FT-900-0480 3rd ed. Design NO. >C528 g "J" 5. Fasteners - (Not shown) - Type S or 5-12 self -drilling, self -tapping steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single -laver systems: 1 in. long for 1/2 5/8 in. thick 1 1/4 in. long for 3/4 in. thick 8 in. O.C. 4A.Wallboard, G sum* - As an alternate to Item 4 - Nom. 3 4 in. thick, installed as described in ( ) / it) ,"ETQ E r Ratings - 1, 2 and 3 hour 1. Floor and Ceiling Runners- -shaped runner, 2 1/2 in. wide with unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv steel. Runners positioned with short leg toward finished side and panels or panels, spaced when panels are applied horizontally, or 12 in. O.C. when panels are applied vertically. Two -laver Item 4 with 1 1/4 in. long Type S screws for single (or inner) layer and 2 1/4 in. long Type S screws for outer layer. �y of wall. Runners attached to structural supports with steel fasteners located not greater than 2 systems: First layer - 1 in. long for 1/2 and 5/8 in. thick panels or 1 1/4 in. long for 3/4 in. United States Gypsum Co. - Type AR -�-�� in. from ends and not reater than 24 in. O.C. 9 thick panels, spaced 16 in. O.C. Second layer - 1 5/8 in. long for 1/2 in. thick panels, spaced 48.Wallboard, Gypsum - (As an alternate to Items 4 and 4A) - 5/8 in. thick installed as fp �(j�II _.(�II IA.As an alternate to Item 1 Ceiling Runner* - 24 MSG min. galv steel, width to accommodate stud, with 3 or 4 in. legs offset of midpoint to accommodate wall cladding thickness. 24 in. O.C. Third layer - 2 1 4 in. Ion for 1 2 in. thick panels, spaced 12 in. O.C. Screws Y / 9 /- P P described in Item 4. Joint covering (Item 5) not required for single layer system. 3 III Attached to ceiling with fasteners spaced 24 in. O.C. The wall cladding sholl overlap offset min. 6 in. from layer below. Four -laver systems: First layer - 1 in. long for 1/2 thick 24 in. O.C. Second layer 1 5/8 in. long for in. United States Gypsum Co. -Type WSX "t r ___JL ___JL 2 2 wallboard 1 1/4 in. min. panels, spaced - 12 thick panels, spaced in. 24 5. Joint Tape and Compound - (Not Shown)- Vinyl or casein, dry or premixed joint compound Fire Trak Corp. O.C. Third layer - 2 1/4 in. long for 1/2 in. thick panels, spaced 24 in. O.C. Fourth layer - applied in two coats joints and screw heads. Paper tape, 2 in. wide, embedded in first 2�j' 3 2. Steel Studs - "C-H"-shaped studs, 2 1/2 in. wide by 1 1/2 in. deep, fabricated from 25 MSG 2 5 8 in. long for 1 2 in. thick panels, spaced 12 in. O.C. Screws offset min. 6 in. from layer / 9 / P P y over layer of compound over all joints. 6. Batts and Blankets* - (Optional, not shown) Gloss fiber Batts may be installed in the interior �� � 4 galv steel. Cut to lengths 3/8 to 1/2 in. less than floor -to -ceiling height and spaced 24 below. 6. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring or wall cavity. The max thickness of the butts shall be 2 1/2 in. for the walls with 2 Hr. in. or 600 mm O.C. 2A.Steel Studs- (Not Shown)- "E"-shaped studs installed in place of "C-H"-shaped studs (Item 2) channels fabricated from min. 25 MSG corrosion -protected steel, spaced vertically a max. of 24 assemblyratings and 3 1 2 in. for the walls with 1 Hr. assembly ratings. Attached to 9 /- Y 9 1. Concrete Blacks*- Various designs. Classification B-4 (4 hr.) A B fire Fabricated from 25 MSG 2 1/2 in. leg in. O.C. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 wallboard with wire staples spaced horizontally 12 in. O.C. and vertically 24 in. O.C. Certointeed Corp. See concrete blocks catagory for lists of eligible manufacturers. around rated openings. golv steel, wide, with one 1 in. long two legs 3/4 in. long. Shorter legs 1 in. to liner pan -head steel screws. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not and apart engage gypsuir 7. Joint Taoe and Compound - Vinyl or casein, dry or premixed joint compound applied in two Manville Sales Corp. than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) panels. Cut to lengths 3/8 in. less than floor to ceiling height. Sill and lintel of opening coats to joints and screw heads of outer layers. Paper tape, nom. 2 in. wide, embedded in Owens-CorningFiberglass Corp.ore 9 P• and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. -_- �i rormd with "J"-shaped runners (Item 1) secured to "E"-shaped studs with angle clips and first toyer of compound over all joints of outer panels. "Bearin the UL Classification Markin 9 g 3. Furring Channefs - Min. 0.019 in. thick (25 guage) galy. steel, 1-3/8 in. wide on top and 2-3/4 in. II II �I steel screws. * 8. Siding. Brick Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brie veneer wide at bottom by 7/8 in. deep. Spaced 24 in. O.C. perpendicular to floor with a channel parallel - 'I 2 2 3. Wallboard, Gypsum -1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. less in length than floor -to -ceiling ee or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizontal 1/2 in. 5 height. Veriticol edges inserted in 'H"-shaped section of "C-H" studs. Free edge of end screws, not more than each si>ah course of brick. channels 5 3 3 panels attached to long leg of '"J"-runners with 1 5/8 in. long Type S self -drilling, 9. Coulkinas and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around 4. Channel Fasteners - 1-1/4 in. long masonry screws with 3/16 in. body and 5/16 in. diameter self -tapping bugle head steel screws spaced not greater than 12 in. O.C. the partition perimeter for sound control. head. Fasteners spaced 24 in. O.C. with the fasteners staggered on each long leg of the Canadian Gypsum Co.- Type SLX United States Gypsum Co. - Type AS furring channel. * 5. Wallboard, Gypsum - 1/2 in. thick, 4 ft. wide, secured to furring channels with wallboard - G( United States Gypsum Co. -Type SLX 4. Wallboard Gypsum* - 1/2 in. thick, 4 ft. or 1200mm (for metric spacing) wide wallboard "bearing the UL Classification Marking. fasteners (Item Gypsum plaster not more than 1/16 in. thick may be applied to wallboard applied vertically in two layers. Inner orr base layer attached to studs with 1 in. long Type S n addition to joint treatment. joint G D self -drilling, self -tapping bugle head steel screws spaced 24 in. O.C. along the edges and in the Boral Gypsum Inc.- Type BG-C. field of the boards, staggered from screws in inner loyer. Joints between inner and outer layers Canadian Gypsum Co., Ltd. - Type C. staggered. Outer layer joints covered with paper tape and joint compound. Exposed screw Domtar Gypsum - Type 5. 1. Steel Column - Minimum sizes of W shape and tubular steel columns in the AISC Steel Construction Manual heads covered with joint compound. As an alternate method, inner wallboard layer applied Eagle -Gypsum Products - Type EG-C. as shown under ItemF�2C 1 hr rating, any 5/8 in. or 1/2 in. thick gypsum wallboard Classified for use in vertically, outer wallboard layer applied horizontally. Inner layer attached to studs with 1 in. Georgia Pacific Corp., Gypsum Division- Type GPSF-C. 2. Wallboard, Gypsum Type S steel screws spaced 24 in. O.C. along vertical edges and in the field. Outer layer Pobco Gypsum Co.- Type PG-C. fire resistance assemblies. For 2 hr and 3 hr ratings, any 5/8 in. or 1/2 in. thick gypsum wallboard attached to the suds and "J" runners over the inner layer with 1 5/8 in. long Type S Design NO. J914 D Republic Gypsum Co. - Type RG-C. Temple-Inland Forest Products Corp.- Type TP-5. Classified for use in other 2 hr, 3 hr or 4' hr Column Designs. Min. total thickness of layers in inches for the various ratings and min. column sizes are as follows: 9 self -drilling, self -tapping bugle head steel screws spaced 12 in. O.C. in the field, along the vertical edges and to the floor and ceiling runners. Outer layer secured to inner layer wallboard Restrained Assembl Ratings - 2,3 and 4 Hr. y g D United States Gypsum Co. - Types C, IP-1:2. - with 1 1/2 in. long Type G steel screws located midway between studs and 1 in. form the Unrestrained Assembly Rating - 2 Hr. 6. Wallboard Fasteners - 1 in. long,self-drilling,self-tapping steel screws with bugle heads. Fasteners W Shape Columns horizontal joint. Boral Gypsum Inc. - Type BG-C Ltd. attached to each furring channel and spaced 8 in. O.C. at butt joints and 12 in. O.C. in the field Canadian Gypsum Co., - Type C of the board parallel with furring channels. Clearance between fasteners and edges of wallboard 3/4 in. Rating (Hours) Celotex Corp. -Type FRP 7. Joint System - (not shown) -Paper tope embedded in cementitious compound over joints. Paper tape Corner details for Various Designs Min. Column 1 2 Continental Gypsum Company Type CG-C YP P Y - YP and exposed screw heads coered with two layers of compound. Edges of compound feathered out. Size Total Thickness (In.) 3 1 2 3 Domtar Gypsum Inc. - Type 5 * Bearingthe UL Classification Markin 9 W4x'13 1 1 1/2 Eagle -Gypsum Products - Type EG-C. 2 2 1/4 B Georgia-Pacific Corp., Gypsum Div. - Type GPFS-C. W6x15.5 1 1 1/2 C D W10x49 1 /2 1 1 /8 2 1/4 B C D Pobco Gypsum Co. - Type PG-C Republic Gypsum Co. - Type RG-C 1 7/8 A B C Standard Gypsum Corp. - Type Temple-Inland Forest Products Corp. - Type TP-5 United States Gypsum Co. - Type C C e Tubular Shape Columns TS48x8xOO.l 1 1 5/8 4A.Wallboard Gypsum* -(As an alternate to Item 4) - 5/8 in. thick, 4 ft. wide. Attached to furring channels and steel studs as described in Item 5. / TS 8x8x.0.250 5/8 1 5/8 2 1/2 B C D 25 United States Gypsum Co. - Type AR 5 / 2 1/2 A D y 5. Batts and Blankets* -(Optional) -(Not Shown)- Mineral wool or alass fiber butts portiolly Applied in layers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. or completely filling stud cavity. Any mineral wool or glass foyer bott material bearing the UL Restrained Unrestrained See Wallboard, Gypsum (CKNX) category for names of manufacturers. Classification Marking as to Fire Resistance. * - ZA.Wallboord, Gypsum As and alternate to Item 2, 3/4 inch thick Gypsum wallboard. For 2 hr rating, 1 1/2 in. *Bearing the UL Classification Marking. End Deta i I End Detail total thickness, installed in accordance with corner detail B. For 3 hr rating, 2 1/4 in. total thickness, installed Covers consist of two L-shaped sections with Snap -Lock or Pittsburgh sheet steel sections to provide accordance with corner detail C. Boards are to be applied vertically without horizontal joints. Canadian Gypsum Company - ULTRACODE or Type IP-X3 United States Gypsum Co. - ULTRACODE or Type IP-X3 1. Concrete Topping- 3000 psi compressive strength, 150 (+ or -) 3 pcf unit weight. Yeso Panamericano SA de CV - ULTRACODE or Type IP-X3 Normal weight concrete. 3. Steel Stud - 1 5/8 in. wide with 1 5/16 and 1 7/16 in legs having a 1/4 in folded flonge, fabricated from Rating-Hr. Material Thickness -in. no. 25 MSG golv steel. Length to be 1/2 in. less than the assembly height. 2 0 3A.As on alternate to Item 3 Steel Framing Members* 3 1 1/8 and bottom of column. A No. 28 MSG golv steel sapper t of �I vGMPsl sWf 4ey�t 4e�gt� Csh pPP�a dlEriei9 ofJ6ImcliP3 4 2 1/16 and secured with screws attaching the wallboard. The angle cut 1 in. less than the assembly height splices in 2. Precast Concrete Units*- Carbonate, siliceous, or lightweight aggregate (Lightweight angle to occur over clips. The clips for use with wide flange columns only. aggregate units do not qualify for 4 hr. ratings). 4 or 8 ft. wide units with cross Column & Beam, Inc section similar to the above illustration. Openings may be provided through the units 4. Corner Beads - No. 28 MSG gaiv. steel, 1 1/2 inch legs to be attached to wallboard with No. 6 by 1 in. screws for piping, ducts, or similar services and should be suitably enclosed with constructions spaced 12 in. OC max. having at least equal resistance, acceptable to authorities having jurisdiction. Andrews Prestressed Concrete, Inc. 5. Tie Wire - No. 18 SWG steel wire spaced 24 in OC used with second layer of wallboard. Arnold Concrete Products - Greensboro, Div, of Carolina Steel Corp. 6. Screws - For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in. steel Iowa Prestressed Concrete, Inc. Southern Cost Concrete Co., Inc. ongle (25 Go) to be No 6 by 1 in (or 1 1/4 in for 3/4 in thick wallboard) Phillips head self -drilling, self -tapping Strescon Industries double lead screws spaced 24 in OC. For attaching second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in. steel angle (25 GO) to be No. 6 by 1 3/4 in (or 2 1/4 in for 3/4 in. thick wallboard) TPAC Div. of The Tanner Companies steel screws of the some type spaced 12 in. OC. For attaching third layer of wallboard to steel studs to be 3. End Details - Restrained and Unrestrained. 4. Grout - Sand -Cement type,3500 psi compressive strength. For a grout stop, No. 8 by 2 1/4 in. screws of the some type spaced 12 in. OC. compressible material may be placed at bottom of the joint before applying grout. 7. Finishing System - (Not shown) - Joint compound applied over corner bead to a thickness of 1/16 inch. 5. Min. Bearing - 1 1/2 in. for assembly rating of 3 hr. or less and 3 in. for * Bearingthe UL Classification Markin 9 * assembly rating la 4 ca Bearing the UL Classification Marking C C � ��f �T f � INTMiZ��t�� F-�ArZP;TfTf UNDERSIDE OF UNDEIDE OF PLANT i UNDERSIDE of / PLANK PLANK EXTEND DRYWALL 6' MIN. UNDERSIDE OF ABOVE FINISHED CEILING UNDE IDE OF PLANK TYP. (3) HOUR RATED INTERIOR PLAN k� LOAD BEARING PARTITION GEILI G TYP. INTERIOR WALL CONST. CEILING -I►1 ACCORDANCE w/ U.L. DESIGN NO. UW4 TYP. EXT. WALL ASSEMBLY -5/S' G.W.B. CEILI TYP. (2) HR. RATED CHASE PARTITION TYP. (1) HR. RATED CORRIDOR WALL (NLB) -1/2' G.W.B. ON W/ SIDING (BOTH SIDES) I -AS PER UL N0. 438 - AS PER UL. NO. U411B \ -1 1/2' FURRING CHANNELS -SEE 1/A4.02 -STUD WALL (REFER TO -(ll LAYER 1' THK G.W.B. LINER PANEL ON (Y -CI) LAYER 5/a' THK TYPE 'X' G.WB. X PLANS FOR DIMENSIONS) -'C-H' SHAPED STEEL STUDS O Q -12'RESILIENT FURRING CHANNELS B 24' O.G. 1 -1 1/2' FURRING CHANNELS TYP. (1) HOUR TENANT -(2) LAYERS 12' TYPE 'X' GAllB. p f -6' METAL STUDS -12' G.WB. SEPARATION ASSEMBLY R z3 -SOUND ATTENUATION BATTS X i -IN ACCORDANCE w/ U.L. TEST DESIGN NO. U420 U O -Cll LAYER 5/a' THK TYPE 'X' G.ULB. XXX E �p GRADE _i _ ea I FLOOR -5/8 TYPE X G.W.B. -Y AIRSPACE 1/2' METAL STUDS -3 12' METAL STUDS W/ -3 12' BATT INSULATION -5/8 TYPE X GWB. 'J' SHAPED RUNNER STC: 45-49 UNIT UNIT i STC: WA I -I I I ° 4 I -I I U FLOOR FLOOR �! FLOOR STC. FLOOR NOTE: CAULK AND SEAL PERIMETER TYPICAL INTERIOR LOAD BEARING PARTITION CAL INTERIOR PARTITION OF STUD WALLS TO PLANK TYPICAL EXTERIOR WALL W/ SIDING r6U56TITUTE M.R.B.'a BATH SIDE 2 UNIT SEPARATION WALL TYPICAL (2) HOUR RATED INTERIOR CHASE PARTITION 4 TYPICAL (1) HOUR RATED CORRIDOR WALL SUBSTITUTE M.R.B. AT BATH/RESTROOI"I SOUND ATTENUATION AND EXTEND DRYWALL �) TYPICAL EXTERIOR WALL W/ G - TO UNDERSIDE OF PLANK SUBSTITUTE M.R.B. -a BATH SUBSTITUTE M.R.B. 0 BATH SUBSTITUTE M.R.B. 2 � e BATH 5UB5TITUTE M.R.B. 0 5ATH/RE5TROOM CULTURED STONE WAINSCOT OVE C.W.B. ON NON RATED ClHASE SIDE 5UB5TfTUTE METAL STUDS FOR FURRING ONE SIDE 2 TYPICAL EXTERIOR WALL -i -I ((-IIIEACH NTERIOR PARTITIONS 2 (2) LAYERS 5/5" TYPE 'X' GWB ADD STUD WALL NEXT TO RATED CONST SUBSTITUTE 8" METAL STUDS METAL STUDS BOTH SIDE5 I3 W/CULTURED STONE � � EXTERIOR WALL ASSEMBLY SOUND ATTENUATIONRAISED SIDE FOR 2 HR. RATING SUBSTITUTE M.R.B. BATHB II -II GRADE (BELOW GRADE DRYWALL UP TO UNDERSIDE OF PLANK4END VA -SEE 13/A4.06END DRYWALL UP TO UNDERSIDE OF PLANK SUBSTITUTE METAL STUDS FOR FURRING ONE SIDE a III�IIIII�IIII ,a M=im NDER IDE OFTYP. UNDERSIDE OF DELETE FURRING GWB BOTH SIDES 3 HR-RATED EXT. Bide. WALL ASSEMBLY a =) PLANK STAIR / ELEVATOR PLANK W/ SIDING -= e -) �-I 11011-1I II TYP. (3) HR. RATED INTERIOR AS DERu1. DEBiGAt _) I I=IIIEl I = BRG. WALL PARTITION 5UBSTITUTE 112" FURRING ONE SIDE (-III-III 1 I=1 1 III -III -I (TYP. EACH SIDE OF JOINT) III-III=III -1I1-111=1 TYP. (2) HR RATED AREA SEPARATION WALL u x x v u v n, , TYP. (2) HR RATED CMU SHAFT WALL CONSTRUCTIONI _IN ACCORDANCE w/ U.L. DESIGN No- UW4 -8' C.M.U. WALL CLASS. C-3 III=III=I I ( -N ACCORDANCE w/ UL DESIGN NO. U419 -M ACCORDANCE w/ UL DESIGN NO UW4 -1 12' FURRING CHANNELS a a �p GRADEXK ((- -) =I= = -C2) LAYER tea' THK TYPE 'X' G.W.B. (BOTH SIDES) -8' M.U. WALL CLASS. C-3 ri s GIUB -RESILIENT FURRING CHANNELS (ONE SIDE) -RESILIENT FURRING CHANNELS -METAL STUD WALL (REFER TO UNIT PLANS �� . (I _- FOR DIMENSION WALLS) J J �j -I -III -I -3' THK THEid IAFI$ER BATTS I5 (I I III177 XXX FLOOR & CLG. IRESAF i i � � u WITH THERMARBER FICK NGTIONS Z I IIISTC: 51-61 1=) I I (I I= EXTERIOR WALL AT RAISED GRADE W/SIDING C STUD WALL) FLOOR FLOOR ;I a <�>TYPICAL EXTERIOR BRG. WALL W/ SIDING EXTERIOR WALL AT RAISED GRADE W/STONE ( CI STUD WALL) TYPICAL (2) HOUR RATED AREA SEPARATION WALL NOT USED TYPICAL ELEVATOR/ CMU STAIR Sa-IAFT WALL TENANT 5EP. ASSEMBLY 3 HR. RATED CONDITION AT EXPANSION JOINT AS PER UL_ DESIGN NO. UW4 TYP. EXT, BRG. WALL W/ CULTURED STONE WAINSCOT EXTERIOR WALL AT RAISED GRADE W/SIDING GMU SUBSTITUTE M.R.B. AT BATH SUBSTITUTE METAL STUDS FOR FURRING CHANNELS 5UB5TITUTE M.R.B. e BATH �� C2 3 HP. RATED CONDITION AS PER Ul. DENO. U904 PROVIDE SOUND ISOLATION - SEE DETAIL 14/A5.03 SUBSTITUTE METAL STUDS FOR FURRING GI-4ANNEL5 SUBSTITUTE STUDS FOR FURRING EXTERIOR WALL AT RAISED GRADE W/STONE CMU SUBSTITUTE M.R.B. AT BATH/RESTROOM M.R.B. BATH TYP. EXTERIOR BRG. WALL W/ CULTURED STONE C3 82 3 HR. RATED CONDITION DELETE FURRfNG AND GWB AS PER Ul DESIGN NO_ UW4 A A 10 11 12 13 14 45 16 17 18 19 w � w o OZ�w Z O�u QQU Lu O(DoI >ZW a mZo w :3O i.-JUF v'i�3wW zOZCli �3QwU �azZ4 CHK'D: P.M. -AMY CARPENTER P.A. TIM WENTZ PROJECT NO.:15-1343-01 W Q m •• O Lv \ I-_ M Q� 0Cq cV W z O � Jcp QE z LiL� Q F- N }� m Cl) �U f _W _ Z (�IL W V tit eyt in �- IL to O IL - iJir c 2001, The Martin Architectural Group 0 z 0 04 N CHK'D: P.M. :AMY CARPENTER P.A. : TIM WENTZ PROJECT NO.:15-1343-01 L 0 � m Q w� o� ut z o_ 13 (n N J U1 � � Q N z W �a �Q W w LU �- w m z U Q o ca Cl o l I i i II II c 2001, The Martin Architectural Group a N ti N 0 0 N N 2 E 0 C PROVIDE TACTILE SIGNAGE PER CABO/ANSI 1111 SECTION 4.10.1 AT ALL HOISTWAY ENTRANCES: - CALL BUTTONS: CENTERED AT 42' A.F.F. - HALL SIGNAL: VISIBLE AND AUDIBLE SIGNAL CENTERED AT 12' A.F.F. MIN. - FLOOR DESIGNATION SIGNAGE: CENTERED AT 00' A.F.F. ON BOTH HOISTWAY ENTRANCE JAMBS REFER TO THE ELEVATOR MANUFACTURER'S SPECIFICATIONS AND DRAWINGS FOR FURTHER INFO. c0 iv CALL BUTTON `n CENTERED 3'-6' A.F.F. EV4-P2 CENTERED 3'-6' A.FR PROVIDE (3) LAYERS TYPE 'X" GWB '4 INTERIOR FACE OF EXTERIOR WALL HR RATING AS PER UL* U418 a EMR ONLY. LOCATION OF CUTOUT FOR OIL PIPE ELECTRICAL TO BE DETERMINED BY THE ELEV. SUPERINTENDENT. 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SUPERINTENDENT 1 LOCATION OF ELEVATORR 01 SUMP PIT 8 r------- I I c=_===s' iI r� 0C IL CO LOCATION OF 1 I 6) STEEL LADDER TO PIT 8 LIGHT SWITCH IN PIT ° IE ID C IB 11° 4'-ID' 2'-F,° CALL BUTTON 8' CLR OPEN'G CENTERED 2'-8' 01 ROUGH OPEN 'G ELEVATOR 01 - LOWER LEVEL PLAN EVl-f=B SCALE: 1/4"=1'-0" A 19 bw p� o �ii •• � b cq y z o cq w w Oz�W m °Qu o qw) aF-�0 N W j >: '51-aww zQ)- Q= CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 w @ 0 Q til `\ C Q� o� w Z 7-3 O J _I Ld It w a '� N lL -QLl w z 0 w w so w 0 mw Q_ lY I z o fQQw oQ 001, The Martin Architectural Group N CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Cl mc4C c w� ¢C4 o� W Z 73 c o V) — w J +—+ > W F— Q =° 060 cn cm W W z tFKd)Q W W Ca m w a (K Q z o mLluw o¢ I� • © 2001. 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' M.O. M.O. i M.O. m 481 381 281 I 181 ._ '......................................................... 1 'Jl A6.ID6 6.ID6 6.ID6 A6.ID6 cn STAIR 1 EXTERIOR '�,� i 1 T" i - D V L `' T,� ( � 1 � OND LIVE aT� i #1 °� �'''�,��INLEVEL �'�,� i # 1 � l�4t� LEVEL PLN-1 SCALE: 1/4"=1'-�" FLN-3 SCALE: 1/4"=1'-0- '3 i�LN-2 SGALE: i/4°=1'-�° 2 1�LN-1 SCALE: l/4°=1'-�" � PLN-t3 SGALE: i/4 A A © 2001, The Martin Architectural Group 10 11 12 13 14 415 16 17 18 19 0 00 2 a co cq eq CHK'D: J_ P.M. :AMY CARPENTER P.A. -TIM WEN TZ PROJECT NO.:15-1343-01 LU LU < ul 0 _j > < 11 w =3 W cp (L w d) > LU w m (L w- Z < 0 L: �ML I @ 2001, The Martin Architectural Group C 1 1/4' DIA. STEEL TOP RAIL 1 1/4' DIA. STEEL POST EQUALLY SPACED (5'-0' MAX. O.C.) 3/4' DIA. STEEL BALLUSTERS AT 4" O.C. MAX. — T.O. LANK is 1ffmI1I-- :0\JO�0. 1° DIA. STEEL ?I' BOTTOM RAIL THIRD LEVEL O.0 O°O O°. SECOND LEVEL b00°0�e MAIN LEVEL (� 0 ,0 b 4 0—tea ' — w N 73 EPDM MEMBRANE ROOF SYSTEM on TAPERED RIGID INSULATION BOARD on FIRE RETARDANT PLYWD on METAL DECK'G on &' METAL 'C' CHANNEL a 24' OC w/ BATT INSULATION ATTACH MTL FURRING CHANNELS PERP TO TRU55 a UNDERSIDE OF BOTTOM CHORD w/ (3) LAYERS a/s' TYPE 'X' GWB INTERIOR FINISH PROVIDES (1) HR FIRE PROTECTION BASED ON GA FILE No. RC2601 4 GA LETTER uj U TYP. SLAB ON GRADE CONSTRUCTION -SEE STRUCTURAL DRAWINGS HANDRAIL5 THAT ARE NOT CONTINUOUS BETWEEN FLIGHTS SHALL BE EXTENDED HORIZONTALLY A MINIMUM OF 12' AT TOP OF STAIR, AND II' AT BOTTOM OF STAIR WITH AN ADDITIONAL 12' HORIZ. (TOTAL OF 23' EXTENSION) T« 02 SLOPED RF/CLG a STAIR ASPHALT SHINGLES w/ 15# FELT E ICE SHIELD on FIRE RETARDANT PLYWOOD on METAL DECK'G on MTL 'C' CHANNELS a 24' OC w/ BATT INSULATION 21/2' MTL °C-H' CHANNELS ATTACHED PERP TO UNDERSIDE OF 'C° CHANNELS w/ i' LINER PANEL E (2) LAYERS 1/2' FIRECODE TYPE 'C' GWB INTERIOR FINISH PROVIDES (2) H1R FIRE PROTECTION BASED ON CABO REPORT NER-258 m �0 NOTE: PROVIDE TACTILE SIGNAGE AT STAIRS OF SIGN TO BE 54' APP. PROVIDE A SIGN AT EACH FLOOR LANDING, INSIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCESS FROM c� KY. STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT ABOVE FLOOR LANDING IN A POSITION WHICH 15 READILY VISIBLE WHEN THE DOORS ARE IN THE OPEN OR CLOSED POSITIONS. k v i PROVIDE NIGH-R CORE FILL INSULATION IN CMU WALL IN STAIR AT EXTERIOR CONDITIONS @ p `>I ONLY, 1 111=11 M 11=111=111 N e =III-111=111=111=11 III=III—III—III—III- N a a ° m ° ° -11 I-111-111=111=111 III—III—III=111=111-1 —Ill—III—III-111-111 111-11I—Ill-111E111—II —III—III—III—III—I I I lII—III—III—II1—I11=111 —111—III—III—_Ill—III—_l IIml11—IIEll I1=1II-11l —I I I —I 11=1 11-1I1—III—I I III—lI1—III—I I I=1 I ml I I —111—III—lI1-111-1I11=1 I II1=1I1=1I-1 I 1-111=1II +1 � —I I Ed I I —I 11=1 I —I I I —I I I I El I El I I —I I El I El I I —I I I —I I I —I 11Ed I M I Ed I _ u ea 1 I Ed 11=1 I is I I —I I I —I I I =III—IIla ° I 1=1 I E=d I I —1 I I —I I I —I 11=1 I I —I I I ° I I M 11=1 I M I 1=1 11=1 I � ` a °k ; a o —III—ITI—ITI=1 � 1=1 � I III=11Ed I H I 1=1 I 1=1 —III—i I I —III —III —I I I III—III—III—III-1I11=1I —I I El 1 1—I 11—I I I=111=1 I-111-111- -III—III—III-111E111-111= I I MITI—IIi—III—III—I I I-111- -I I ElIElIE III dI1=1 I ElI1 111=I I —I 11—III—II1=1I11=1I1— 1119I1-1I1—III-111-111. I I —I I I —I I —I I I 1 I I= IIIIIIIIIIIIIIIII II111]Il IIII. ;�; II I1111 r 11111111 III , T.O. PLANK T.O. SLAB B.O. FTG GC TO COORD RAIL LOCATION w/ UNIT WINDOWS (U226 E U256) _cb 0' 6Os.e FLOOR OF AREAWAY BEYOND- SLOPE SLOPE 1/4 °�/.FTjIx 1'/FT a —III Hit I—IIl I i 11 I I- — III III III III III III III III III III III II_III III III=11 I=III=III=III=1 11El 11El I B I III—III—III—III-1 I —III—I I I —I I I —I I I Id I IEl I I=1 11=111=1 11=111=1 I I 1=1 11=111=1 I I —I I I—. �I I I —I I I —I I I —I I =1 1=1 11=1 11=1 11=1 I I —III —I i 110 11=1 11=1 I =1 I=111—' -1 I M i 1=1 11=1 11=1 11=1 11=1 1=1 I —I i 1=1 I-1 i rl i i i—III— 1 E I =III= =1I1=1I 1=1I 1=1 1=1 1=1I 1=1I -I 11=1 I —I 1=1I I —III I 11El 1=1I1=1 I—' =1I —I' -I I I —I I I=I I IE I I I=I I I —I I I=I I I ° 1=111=1_I lE I I I=I I I=I I I=I I I —I I I=I I I —I I I= 1I- 1=1 11=1 1=1 11=1 11=1 1=1 1=1 I ° I Ii—III—I 1=1 11=1 I Ed I E—d 11=1 I I —I 11=111=1 I =III -III -III EII I-III-I11-1 I I=1 1=1 1=1I 1=1I 1=1 1=1 1=1I 1=1I 1=1 I -I 1=1I1= 1=III=III=III-III=III-III=11 III-III-III-III-III=I I I1II I I I I=I I IIII I I=III=1 =III=III=III=III=III=III=III- a 1=III=III=III=III=III=III=III=III=III=III=III= 1=1 11=1 11=1 11=Ti=iTi=iTi=i i i i i_i i i—i i �_i i i_iTi=iTi=iTi=iTi=i i i=i 11=1 11=1 -III—III—III=1 ° a ° 111—III- 1=1 I B 11=1 I I ° `, 11=111: i111 , MITI IIITII ° I l l i 1 ill I I I I I i WALL OF AREAWAY BEYOND I i i i i i i i i i ftl � <w w ° mV a ° a �-111111 I I-III-I_I I GUARDRAIL w/ BALUSTERS SPACED 4' APART MAX N �I- III —II I1 1=III=III I 11=III=11 III —I 1I- -III, IIIIIIIIIIIIII IIIIIIIIIIIIII ° � �i-1111111111111111111111111111111��111=''° r � � 1=III-1 I I—III=III—III= � ' a III=III—III—III=III—III-'' 0 —III=III=III=III=III=III- SIDEWALK w 0 _ -III=III=III=III-111-11I' LQ I I —I I I —I I MI MI 11=1 I I —I 11_ BY CIVIL ff y (Q III —III —III —III —III —III —III-' ENGINEER w n w 1_1 11El 11=1 I I I —I I Mi 11El I I-' 0 Z = —I 11=1 11=1 11=1 11=1 11=1 11=1 I I-' � I —I 11=1 11=1 I I —I 11=1 11=1 11= W w Z —i I I—III—III=III=1 I=1 I--' I M 11=1 I MI 11=1 I MI I I— Z 1L —III—III—III=1 I i-- SLOPE TREAD FOR DRAINAGE (TYP) CONNECT DRAIN TO FOUNDATION DRAINAGE SYSTEM [ON WrAlle1C I 5T1-502 SCALE: 3/S"= P-O" Sim STAIR 1113 EXTERIOR NOTE: F'ROvIDE TACTILE SIGNAGE AT STAIRS It OF SIGN TO BE 54' AFF. PROVIDE A SIGN AT EACH FLOOR LANDING, INSIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCESS FROM THAT STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT ABOVE FLOOR LANDING IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOORS ARE IN THE OPEN OR CLOSED POSITIONS. PROVIDE HIGH-R CORE FILL INSULATION IN CMU WALL IN STAIR AT EXTERIOR CONDITIONS ONLY. T.O. PLANK a ROOF °0 O O,O' Q.O`O 0 O° O;O O 0 0 O,O`O 0.0° - "O,O'O C� O° O;O`O C O' O;O`O +� O° O 0 O -0- 1 114' DIA. STEEL TOP RAIL WALL MTD. HANDRAIL 4 777 BEYOND (MIN, 34' UNIT 81 Ax x ABv. NOSING TYP.) 0) U430 1 1/4'DIA. STEEL POST EQUALLY n SPACED (5'-0' MAX. O.CJ �-... 3/4' DIA.STEEL f ? ? BALLUSTERS AT cn 73 4' O.C. MAX. (L THIRD LEVEL :Z' y----------------------------------------- ----------� r >yy> °O 0 0.0 a'I O.O 0 O° N I' DIA. STEEL _... BOTTOM RAIL SECOND LEVEL y j LO�OOa MAIN LEVEL 006 LOWER LEVEL I —I 11 Y T111 III I-1 I I III-IIi I IIII) II r I) I ` III=III: TYP. SLAB ON GRADE CONSTRUCTION xo,y��,y -5EE STRUCTURAL DRAWINGS \\�\\ HANDRAILS THAT ARE NOT CONTINUOUS BETWEEN FLIGHTS SHALL BE EXTENDED HORIZONTALLY A MINIMUM OF 12' AT TOP OF STAIR, AND Il' AT BOTTOM OF STAIR WITH AN ADDITIONAL 12' HORIZ. (TOTAL OF 23' EXTENSION) oTfew ea toi - is1 UNIT 51 j4 N UNIT 51 W 15� F m X �e0000° m - yy� N ^, x C> +' II KAII MEN "y LOCKER vx 109 xx�: I 0 P. a w H ti 0 ID C I w tY = w ~moo o_nw l_juq w OWoIL N Z. ZO Z�zQ= �aaw� a a = >r a�z�a CHK'D: P.M. :AMY CARPENTER P.A. :TI M WEN TZ PROJECT N0.:15-1343-01 W ~ N o N C> p W \ <� ocq p w �? i w_ Q O ao [If cn "I w co } w w mx QzN, o Q oA R A 5T2 -503 SCALE: P -0' 5 T 1-501 5CALE: V-0 0 11 12 13 14 5 16 17 18 19 E l7 C i 1 1/4' DIA. STEEL TOP RAIL 1 1/4' DIA. STEEL POST EQUALLY SPACED (5'-0° MAX. O.C.) 3/4' D IA.STEEL BALUSTERS AT 4" O.G. MAX. — T.O. PLANK ROOF 1' DIA. STEEL BOTTOM RAIL SECOND LEVEL �^� %� %� •{ � MAIN LEVEL >o " LOWER LEVEL 1 a '0.4 �w.;i{�A�;r�.,i�=•:;� '"•:Q{f!r: i��-�i"'9{� N ii``1{\yiVi� .� .._.-�:t�{f:. •. �� • .•.:I{\ .1 .% l{+I{�!.:I{�: .•�I�l�l•.:� :I \l•A. {�1��{mil II•'�if{�l..;I{ ur���.` �»��I{�!.11f{�•I{�i•{iI{��.1u� .����{BHA•{��� i��P{.+{•t�.tK�.q��{.:�{�:•.i��{�,• TAPERED RIGID INSULATION BOARD on FIRE RETARDANT PLYWD on METAL DECK'G on G " METAL 'C" CHANNEL a 24" OC w/ BATT INSULATION ATTACH MTL FURRING CHANNELS PERP TO TRUSS e UNDERSIDE OF BOTTOM CHORD w/ (3) LAYERS -/a' TYPE 'X' GWB INTERIOR FINISH PROVIDES (1) HR FIRE PROTECTION BASED ON GA FILE No. RC2601 4 GA LETTER SLOPED RF-/GLG STAIR ASPHALT SHINGLES w/ 15# FELT 4 ICE SHIELD on FIRE RETARDANT PLYWOOD on METAL DECK'G on MTL "C" CHANNELS a 24' OC w/ BATT INSULATION 21/2' MTL "C-H" CHANNELS ATTACHED PERP TO UNDERSIDE OF 'C' CHANNELS w/ 1" LINER PANEL 4 (2) LAYERS I1"2" FIRECODE TYPE "C" GWB INTERIOR FINISH PROVIDES (2) HR FIRE PROTECTION BASED ON CABO REPORT NER-258 NOTE: PROVIDE TACTILE SIGzNAGE AT STAIRS (t OF SIGN TO BE 54" A.F.F. PROVIDE A SIGN AT EACH FLOOR LANDING, INSIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCESS FROM y THAT STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT ABOVE FLOOR LANDING IN A POSITION WHICH 16 READILY w VISIBLE WHEN THE DOORS ARE IN THE OPEN OR CLOSED POSITIONS. iy-- PROVIDE HIGH-R CORE FILL INSULATION IN CMU WALL IN STAIR AT EXTERIOR CONDITIONS ca ONLY. m y > N C<1 r W NO NOTE: PROVIDE TACTILE SIGNAGE AT STAIRS ct OF SIGN TO BE 54' A.F.F. PROVIDE A SIGN AT EACH FLOOR LANDING, INSIDE STAIRWAY, DESIGNATING THE FLOOR LEVEL ABOVE AND BELOW THE LEVEL OF EXIT DISCHARGE, THE IDENTIFICATION OF THE STAIRWAY, AND THE AVAILABILITY OF ROOF ACCESS FROM THAT STAIRWAY. THE SIGN SHALL BE LOCATED APPROX 5 FT ABOVE FLOOR LANDING IN A POSITION WHICH 15 READILY VISIBLE WHEN THE DOORS ARE IN THE OPEN OR CLOSED POSITIONS. M ijI.111�Z•Z•Z • - ... y ....... ......... ....... ...... ....................... ......... ...................... ..... .......... ........ ............ -;r • • • • i t' ...• • • i •�...., • • i • i S • 'i i • • g'u s • • ®ir�Ci'"�il,i il'i'�i�i • i • • 1 1/4" DIA. STEEL TOP RAIL 6� 1 1/4" DIA. STEEL POST EQUALLY SPACED (5'-0" MAX. O.C.) — 3/4" DIA.-STEEL BALLUSTERS AT 4' O.C. MAX. THIRD LEVEL 1" DIA. STEEL I;. BOTTOM RA I L SECOND LEVEL MAIN LE LOWER LEVEL WALL MTD. HANDRAIL BEYOND (MIN. 34" ASV. NOSING TYP.) ICJ w U e a d. 2 = III -III —I TYP. SLAB ON GRADE CONSTRUCTION -SEE STRUCTURAL DRAWINGS HANDRAILS THAT ARE NOT CONTINUOUS BETWEEN FLIGHTS SHALL BE EXTENDED HORIZONTALLY A MINIMUM OF 12" AT TOP OF STAIR, AND 11' AT BOTTOM OF STAIR WITH AN ADDITIONAL 12' HORIZ. (TOTAL OF 23" EXTENSION) cgrknm STAR 1$3 NOW 10 slit �Z WIN'; ANN KIM - ,� s!i!i LGt UNION WIN 000! 019w a MEN 111 \ L, rH � Litt INS ��� IN , , ..!•t ,• l� Y�.!�r`- ,.fit �`-��, ..:!.r 1'I��tll 7,.. J t�rf•� .!a��,.��t�+,all— IE ID C o 0 a t00 . co N qq c N ii z N W � = w Cl `bz�w D 0) ,<QQ9 OBDI } W LL aFwp� ~Qa Wu I_1z F< CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 w F— o WNI ¢� o� F W p o W ^� to Q r, Of � Co w 0 mw Z� O Qq \Z0/ 5T4-605 SCALE:3/8"=V-0" ST3-504 SCALE: 3/S"=V-0 I t I I A 10 11 12 13 14 5 16 17 18 19 iaC N cp CHK'D: P.M. ;AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 w o Cq N � wo Q� o� F- W z W tj o F Lj J w 1L O Q II 060 W �� w t7 0 �� cn Q � m� z� �A L 0 e © 2001, The Martin Architectural Group I C M. e DOOR $ FRXIE SCHEDULE E�� DOOR FRAME TYPE WIDTH HEIGHT THICK- NESS MAT'L TYPE PROFILE MAT'L. FET,41L WALL LABEL rEAD JAMB THRESH. N'DWR SIGN REMARKS PE RATING SET # C4 3'-0" 7'-0" 1-3/4" IHM 1 - HM B 13 HR. - E G - 5 I- W/ PANIC HARDWARE C4 3'-0" 6'-5" 1-3/4" HM 1 - HM 6 2 HR. 1 1/2 HR D D - 15 - - 05 6'-0" 1'-0" 1-3/4" IHM 2 - HM B 3 HR. - E G - 3 - W/ PANIC HARDWARE C5 5'-4° 6'-5" 1-3/4" HM 2 - HM 4 1 HR. 45 MIN. C C — 32 _ SMOKE STOP DOORS W/ PANIC HARDWAREA HOLD OPEN C5 6'-04 -1'-0" 1-3/4" IHM 2 - HM A - - H H - 4 W/ PANIC HARDWARE C4 3'-0" 6'-5" 1-3/4" HM 1 - HM 6 2 HR 1 1/2 HR D D - 15 C4 3'-0" 6'-5" 1-3/4" NM 1 - HM 6 2 HR 1 1/2 HR D D - 11 MECHANICAL ROOM C5 6'-0" 6'-S" 1-3/4" IHM 2 - HM 6 2 HR 1 1/2 HR. D D - 35 TRASH ROOM ADD 2 KICK PLATES C5 6'-0" 0 -5" 1-3/4" HM 2 - HM 6 2 HR. 1 1/2 HR. D D - 35 MAINTENANCE C1 3'-0" 6'-45" 1-3/S" HM 1 - HM 1 - - A A - 14 OFFICE C5 C '-0" -1'-0" 1-3/4" IHM 2 - HM A - - H H - 4 FIRE PUMP C1 3'-0" 0 -5" 1-3/S" HM 1 - HM 5 3 HR - E F - 13 WOMEN'S ROOM - C1 3'-0" 6'-5" 1-3/5" HM 1 - NM 5 3 HR. - E F - 13 MEN'S ROOM - C4 3'-0" 0 -5" 1-3/4" HM 1 - HM 6 2 HR 1 1/2 HR D D - 11/11A LINEN STORAGE C4 3'-0" I'-0° 1-3/4" HM 1 - HM 5 2 HR. 1 1/2 HR. E F - 11 EMR C6 3'-0" 6'-5" 1-3/4" HM 1 - HM 4 1 HR, 45 MIN. C C - 15 JANITOR CLOSET FUSIBLE LINK LOUVE C 3'-0" 0 -5" 1-3/4" HM 1 - HM 4 1 HR 45 MIN C C - 11/11A EMPLOYEE LOUNGE C 3'-6° 6'-5" 1-3/4" HM 1 - HM 4 1 HR 45 HR C C - 11 LAUNDRY C 3'-6" 6'-5" 1-3/5" HM 1 - HM 1 - - A A - 14 C 3'-0" 0 -5" 1-3/4" HM 1 - HM 4 1 HR 45 MIN C C - 11/11A CLEAN LAUNDRY C4 2'-6" 6'-8" 1-3/5" HM 1 - HM i - - A A - 14 C 3'-0° 6'-5° 1-3/8" HM 1 - HM 1 - - A A - 14 C4 3'-0" 0 _a" 1-3/5" HM 1 - HM 1 - - A A - 19/19A LIQUOR STORAGE C4 3'-01 6'-S" 1-3/5° HM 1 - HM 1 - - A A - 19/113A LINEN STORAGE C4 3'-0" 0 -5" 1-3/4" HM 1 - HM 6 2 HR. 1 1/2 HR, D D - 11/11A KITCHEN STORAGE C1 3'-0" 0 -5" 1-3/5" HM 1 - HM 1 - - A A - 14 OFFICE C 3'-0" 6'-5" 1-3/4" HM 1 - HM 6 2 HR 1 1/2 HR. D D - I1/11A KITCHEN B3 3'-0" 0 -5" 1-3/4" SC 1 - HM 6 2 HR 1 1/2 HR D D - 11 ADD KICK a MOP PLATES 53 3'-0° 6'_an 1-3/4" SC 1 - HM 6 2 HR 1 1/2 HR D D - 11 ADD KICK a MOP PLATES C5 6'-0' 6'-S" 1-3/4" HM 2 - HM 6 2 HR. 1 1/2 HR D D - 31/3�A HOUSEKEEPING C4 3'-0° 6'_an 1-3/5" HM I - HM 1 - - A A - 14 LAUNDRY Cl 3'-0° 6'-8" 1-3/0" HM I - HM 1 - - A A - 14 OFFICE 3 3'-01 6'-S" 1-3/5" HC I - HM 5 3 HR. - E F 1_1 POWDER ROOM B 3'-0° 6'-On 1-3/4" SC 1 - HM 4 1 HR 45 MIN C C - 11/11A PRIVATE DUTY LOUNGE B 3'-0° 6'-S" 1-3/5" HC 1 - HM 1 - - A A - 15 B2 6'-0° 6'-5" 1-3/4" SC 2 - HM 4 1 HR 45 MIN. C C - 35 CLUB ROOM W/ 150° HINGES B7 6'-0° 6'-5" 1-3/S" HC - - HM I - - - - - 43 POCKET DOORS B 3'-0° 0 -S" 1-3/5" HC 1 - HM 1 - - A A - 20 B 3'-0" 6'-5° 1-3/4° SC 1 - HM 4 IHR 45MIN, C C - 20/20A STORAGE 57 2'-5" 0-0. 1-3/5" HG - - HM 1 - - A - - 19 SINGLE POCKET C5 5'-4" 6'-S" 1-3/4° SG 2 - HM 4 1 HR 20 MIN. G G - 34 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE B6 6'-0" 6'-5" 1-3/4" 5G 2 - HM 4 1 HR 20 MIN. G G - 33 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 6'-0" -'-0" 1-3/4° SR 2 - HM - - H H - 5 W/PANIC HARDWARE '43 -0-0. l'-0" 1-3/4" SR 2 - NM B - - E G - A2 0 -0" 6'-5" 1-3/4° SR 2 - HM 4 1 HR 45 MIN C C - 39 DINING ROOM W/ 45 MIN. FIRE GLASS A3 0 -0" -f'-0" 1-3/4" rJR 2 - HM B - - E G - -i 6'-5" 1-3/4" SC 1 - HM 4 1HR 45MIN, C C - 23 B6 5'-4" 6'-S" 1-3/4° SC 2 - HM 4 1 HR 20 MIN A A - 36 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE B 3'-0° -1'-0" 1-3/4" HM 1 - HM S 2 HR 1 1/2 HR E F - 25 EMR SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE ROOM �®� mom■ - = �m�em as��oaa � -------------- TENANT STORAGE TENANT STORAGE I SINGLE POCKET I SMOKE STOP DOOR5 W/ HOLD OPEN DEVICE a PANIC HARDWARE W/PANIC HARDWARE SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE SMOKE STOP DOORS W/ HOLD OPEN I DEVICE a PANIC HARDWARE SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE C DOOR MATERIAL KEY: HM = HOLLOW METAL IHM = INSULATED HOLLOW METAL AL = ALUMINUM SC = SOLID CORE WOOD HC = HOLLOW CORE WOOD SR = STILE AND RAIL UNIT DOOR 4 iEFAME SCHEDUL;T= PUBLIC OPENING DOOR FRAME DETAIL DOOR FROM TO TYPE WIDTH HEIGHT THICK- MAT'L TYPE PROFILE MAT'L. WALL WALL LABEL HEAD JAMB THRESH. H'DWE SIGN REMARKS NESS TYPE RATING SET # fiR*rF Ui�00K MAIN LEVEL 200 201 200 B B6 B6 82 52 B B6 B B6 86 B 82 B B B B B H G 3'-0" 6'-5" 1-3/4" HM 1 - HM 6 2 HR, 1 1/2 HP, D D - 29 TRASH ROOM 201 201 201 5'-4" 6'-5" 1-3/4" SC 2 - HM 4 1 HR, 20 MIN. C C - 3C> _ SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 201A 201 201 5'-4" 6'-5" 1-3/4" SC 2 - HM 4 1 HR. 20 MIN. C C - 3(o SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 202 204 202 6'-0" 6'-5° 1-3/4" SC 2 - HM 4 1 HR 45 MIN, C G - 40 FITNESS 202A 202 - 6'-0" 6'-S" 1-3/5" HC 2 - HM 5 3 HR E F - 42 STORAGE 203 204 203 3'-0" 0 -5" 1-3/4" SC I - HM 4 1 HR 45 MIN. C C - 21 OFFICE SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 204 204 204 -l'-4° 6'-5" 1-3/4" SC 2 - HM 4 ]HR 45 MIN C C - 36 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 204A 204 - 3'-0" 6'-5" 1-3/4" SC 1 - HM 4 ]HR 45 MIN. C C - 20 205 205 205 51-4" 6'-5" 1-3/4" SC 2 - HM 4 1 HR 20 MIN. C C - 3i%p SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 205A 205 205 5'-4" 6'-5" 1-3/4" SC 2 - HM 4 1 HR 20 MIN. C C - 36 206 205 206 3'-0" 6'-5" 1-3/4" SC 1 - HM C6 2 HR 1 1/2 HR D D - 25 ELECTRICAL 201 215 201 6'-0" 6'-5" 1-3/4" SC 2 - HM 4 1 HR 45 MIN. C C - 4 ACTIVITY ROOM 205 209 205 3'-0" 6'-5" 1-3/4" HM 1 - HM 6 2 HR 1 1/2 HR D D 26 OFFICE 209 215 209 3'-0" 6'-5" 1-3/4" HM 1 - HM 6 2 HR 1 1/2 HR D D - 29 TRASH ROOM 210 211 210 3'-0" 6'-5" 1-3/4" SC 1 - HM 1 - A A - 21 MEN'S BATHROOM 211 210 211 3'-0" 6'-5" 1-3/4" HM 1 - HM 4 ]HR 45 MIN C C - 21 212 211 212 3'-0" 0 _V 1-3/4" SC 1 - HM 1 - A A - 21 WOMEN'S BATHROOM 214 214 222 12'-0° 1'-0" 1-3/5" AL - - - 1 - - - - - - COILING OH GRID 215 214 215 3'-0" 3'-6" 1-3/S" SR - - - I - - - - 216 B6 2 21-1 21 5' -4" 6' -5" 1-3/4" SC 2 - HM 4 1 HR 20 MIN C C - 36 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 21-IA 211 21-1 B6 56 56 Boo 52 B B B C4 C4 B B B B 5'-4" 1-3/4" 1-3/4" SC 2 - HM 4 ]HR 20 MIN C C - 36 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 215 210 218 -1'-4° 6'-5" 1-3/4" SC 2 - HM 4 1 HR 20 MIN C C - 36 W/ HOLD OPEN SMOKE STOP C HA DEVICE a PANIC ARDWARE 219 210 219 5'-4" 61-5" 1-3/4" 5C 2 - HM 4 1 HR 20 MIN C C - 36 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 2nA 219 2N3 5'-4" 6'-5" 1-3/4" SC 2 - HM 4 1 HR 20 MIN C C - 36 SMOKE STOP DOORS W/ HOLD OPEN DEVICE a PANIC HARDWARE 220 215 220 6'_on 6'-5" 1-3/4" SC 2 - HM 6 2 HR 1 1/2 HR D D - 41 ELECTRICAL 220A 210 220 3'-0" 6'-5" 1-3/4" SC 1 - HM 6 2 HR 1 1/2 HR D D - 41 ELECTRICAL 201 201 251 3'-4° 6'-S" 1-3/4" HM 1 - HM 5 2 HR 1 1/2 HR. E F - 22 STAIR # 1 252 204 252 3'-4" 6'-5" 1-3/4" HM 1 - HM 5 2.HR 1 1/2 HR E F - 22 STAIR # 2 202A 252 EXT 3'-5" -1'-0" 1-3/4" IHM 1 - HM A - - H H - 9 W / PANIC HARDWARE 282E 252 3'-4" 6'-5" 1-3/4" HM 1 - HM 4 1 HR 45 MIN C C - 22 253 205 2,53 3'-4° 6'-S" 1-3/4" HM 1 - HM 5 2 HR 1 1/2 HR. E F - 22 STAIR #3 254 21-1254 3'-4" 0 -5" 1-3/4" HM 1 - HM 5 2 HR 1 1/2 HR E F - 22 STAIR #4 255 210 255 3'-4" 6'-5" 1-3/4" HM 1 - HM 5 2 HR 1 1/2 HR. E F - 22 STAIR # 5 256 219 256 3'-4" 6'-5" 1-3/4" HM 1 - HM S 12 HR 1 1/2 HR. E F - 22 STAIR # 6 DOOR MATERIAL KEY: HM HOLLOW METAL- IHM = INSULATED HOLLOW METAL AL = ALUMINUM SC = SOLID CORE WOOD HC = HOLLOW CORE WOOD SR = STILE AND RAIL mm w C .: W 2 00 0 to 0 z 0 N w � = w a Oz:0W q`NZ zffizU > W .w o v=z w agwu W zOznz aai� CHWD: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 ¢61`i m@ o N � m 6 r � o Q� o� z F-w �r LIJ Li IL Q E-a � � r V) W W V T Q ) :3zF_aQ W LULU m Ll(LVd zq rK mo> 0 i y _4Z EL w t i� tt, tL O C 0 1 12 13 14 415 16 17 18 19 my NIR c 2001, The Martin Architectural Group I 10 w = w Q OzZ3n O�z zw do-� o�f,-4 Q wo =w� o L> F—j� U1 dawn zozo= QQ=� 2: CHK'D: P.M. AMY CARPENTER P.A. ..TIM WENTZ PROJECT N0.:15-1343-01 fW- � LD Q o Q z o Z w IL l LJ Q E > w 0Z } N � Q Z lZ� o -q Ca Lij z EL LU _.1 Hi IL Cn -A Ui 1� tH v IL O c 2001, The Martin Architectural Group E C 0 UNIT 001 � FINISH SCHEDULE SPACE 0O U_ 3 `t U HEIGHT REMARKS �;� T I A L CODIE LIVING RM. I A SEE NOTES FLR / BASE WALL CEILING DINING RM. 1 A * * SEE NOTES 1 CPT / WD A PTD 1 PTD DEN 1 A * * SEE NOTES 2 CT / CT B PTD/CT 2 SAT KITCHEN 3 B 1 8'-0' 3 T/ WD C CT BATH 2 E 1 a,-O" D VWC POWDER RM. 2 D 1 g'_0° E VWC/CT W.I.C. i A. 1 g_0° CLOSETS i A 1 V-ou OR MATCH ADJ ENTRY, FOYER 3 A 1 ALCOVES/HALL * * * * MATCH ADJ. MATERIAL GLOSSARY CPT CARPET CT CERAMIC TILE PTD PAINT SAT SPRAY APPLIED TEXTURE T TILE (STONE) VB VINYL BASE VT VINYL TILE VWC VINYL WALL COVERING WD. WOOD LAUNDRY CLOS -6° MATCH ADJ. 1. ALL LOWER LEVEL UNITS TO HAVE PAINTED GWB HUNG CEILINGS IN ALL SPACES 2. CEILING HEIGHT IN LIVING SPACES TO BE 9'-0° AT LOWER LEVEL AND UNDERSIDE OF PLANK AT UPPER LEVELS. 3. PROVIDE CROWN MOLDING AT LIVING/DINING, BEDROOMS d DENS. SEE PARTITION SCHEDULE SEE PARTITION SCHEDULE 1 SEE PARTITION SCHEDULE 1 SEE PARTITION SCHEDULE 4 4 48 6 SIM. UL RATED ANCHORS STEEL STUD ANCHORS UL RATED ANCHORS 3 PER JAMB 3 PER JAMB 3 PER JAMB V3 k 3 m a� m J3pa c c C HEAD/JAMB DETAIL HEAD/JAMB DETAIL HEAD/JAMB DETAIL HEAD/JAMB DETAIL OO SEE PARTITION SCHEDULE O O SEE PARTITION SCHEDULE 5 Im. B B1 SIM. SIM. UL RATED < $B M. ANCHORS, 3 PER J MASONY SIM. SIM, SIAMB UL RATED MASONRY SEALANT 5 BEM ANCHORS, 3 PER JAMB SEALANT 8 B A B INTERIOR SIM. SIM. SIM. SIM. SIM. SEE PARTITION SCHEDULE ,n r a 71 SEE PARTITION P I SCHEDULE A Al SIM. UL RATED ANCHORS I 3 PER JAMB I I a ----- — -- a t el a SEALANT ° a. °' m I11 D D ° r---- --- -- -- - I I I D D D �I L RATED MASONRY ". ° ° ANCHORS 2P R HEAD ------ --- HM FRAME W/ SOUND SEALS HM FRAME W/ Z, SOUND SEALS EXTERIOR IF: 32 HEAD DETAIL JAMB DETAIL EXTERIOR JAMB EXTERIOR JAMB O C.M.U. WALL STUD WALL O H O O 2 13 14 5 ■ LEN1NCBR UNIT& 1 2 3 4 5 6 S 9 10 11 12 13 14 15 16 1� 18 19 20 21 UNIT FRAME ,D00R TYPE WIDTH HEIGHT THICK- NESS MAT'L TYPE PROFILE. B 3'-0' 6'-5' 1-3/4' SC B 2'-10" 6'-8' 1-3/6, HC B 2'-10" 6'-V I-3/S' HC B 2'-6' 6'-S' 1-3/5, HC B 2'-0' 6'-5' 1-3/S' HC D 2'-6' h'-S' 1-3/5, HC D 4'-0' 6'-V 1-3/S' HC D 5'-0' 6'-S° 1-3/5' HC F 4'-0' 6'-V 1-3/S' HC F 0-0. 6'-5. 1-3/8' HC B 1'-6° 6'-S' 1-3/8' HC B I'-3° 6'-a. 1-3/S° HC B 1 I'-0' (6'-8' 1-3/S' HC DETAIL WALL I WALL I LABEL/ HEAD I JAMB TYPE RATING RATING 1 - WD 4 1•1 1 - WD 1 I - WD 1 I - WD 1 I - WD. I - 1 - WD. 1 - 1 - WD. 1 - i - WD 1 - I - WD 1 I - WD 1 I - WD 1 - 1 - WE). 1 1 - WD. 1 I - WD 1 0I�f ®NNE CCU wW 1:w cD �bw -4 Q- Q Q- ROUGH REMARKS LL V F OPENING VPI - HM TEMPERED 3'-2° x 5'-0" VP2 C GWB SUPERLfTE 11 2'-9' x 2'-11' SEE ID DWG's VP3 C GWB 5UPERLITE 11 SEE BELOW SEE ID DWG's VP4 C GWB 5UPERLITE II 1'-9° x 2'-9' SEE ID DWG's VP5 C GWB TEMPERED 2'-0' x 3'-0' SEE ID DWG's VP& - HM TEMPERED 2'-0' x 5'-0° VP'1 - HM - 9'-0° x 1'-6° SEE ID DWG's 2° 2'-10, --- 1/4' 1/4, 6 111/4' 2° 1 1/�° ,-0 1/2°� 3'-1 1/2' '-0 1/2 i I/4' I I/4° i� ¢ -9 1/2° TEMP UPER UPER- SUPE GLASS LITE LITE LITE01) m 4 N VPI VP3 _ VP4 (VP5 SIM) NOTE: VISION PANEL FRAME HEAD HEIGHT TO ALIGN WITH INTERIOR DOOR FRAME HEAD HEIGHT (UNO) ire DOOR A DOOR AI AUTOMATIC SWINGING DOOR DOOR C DOOR Cl DOOR C2 DOOR D 2° DOOR 2' WIDTH 0 � Q � DOOR F TYPE 1 TYPE 2 PURL IG NOTE SIGN REF.a (ROOM REMARKS 45MIN. C C - 2 - - UNIT # - " B B - - UNDERCUT 1/2' - B B - - IN MASONRY WALL - B B - - B B - - - - - - - -- - B B - LOUVERED - B B - LOUVERED - B B - - LOUVERED - B B - - - B B - - - B B - — - - B B - - - - -- - B B - 0 WINDOW SC MULE �, 11✓ 0 E W (- MFGR. NO. ROUGH OPENING REMARKS MANUFACTURER: 1. ANDERSEN SERIES: TILT WASH 2. SERIES: WINDOW TYPE KEY A I DH TW3046 3'-21/$ °x 4'-91/4° B 1 DH (2) TW3046 6'-3 13/16' x 4'-91/4' C 1 DH (3) TW3046 9'-53/4' x 4'-9'/4° A ARCHED AW AWNING B BASEMENT GA CASEMENT DH DOUBLE HUNG CT COTTAGE F FIXED SH SINGLE HUNG SL SLIDING V VENT GLAZING FRAME ❑SINGLE ❑ALUMINUM DOUBLE 0 WOOD ❑ TRIPLE ❑ OTHER SPECIALTIES D I AW AR61 I' _51/y ° X 6' _03/g ° STATIONARY UNIT w/ DIAMOND LIGHTS ART GLASS PATTERN E I DH TW2046 2'-21/$° x4'-91/4' F 1 F (2) P3050 3'-01/2' x 5'-03/g° aRrICLA55 PA7TERl G 1 F CIR30 3'-0'/2 ° STC RATING NOT REOV H 1 DH TW30310 3'-2'/$° x 4'-11/4° J 1 DH (2) TW30310 6'-3 13/16° x 4'-11/4' K I F DHT30111 3'-2 I/8° x 2'-I/S° L F DHT20111 2'-2 I/S' x 2'-1 l/8° M 1 F P3050 3'-0'/Z° x 5'-03/g° ARTIGLA55PATTEi�i LIGHTS N i DH TW20310 2'-21/9° x 4'-11/4' P 1 F (3) P3050 9'-0 1/16° x 5'-03/$" IM SCREENS IM MUNT INS 'TEMPI -LAM' GLASS AND COMBINATION UNIT (STORM) REQ'D FOR STC RATING AT ALL EXTERIOR WINDOWS NOTE: ANDERSEN CAUSE SIZES OVERALL ALL CHANGES LISTED FLOOR ROUGH OPENING DEVIANCE FROM TO THE ON THIS SCHEDULE PLANS. SIZES ARE FOR THIS MFG. WILL ROUGH OPENING AND THE LOUVERED DOOR A2 DOOR A3 DOOR B DOOR Bl DOOR 52 ,irv' m GLASS DOOR 53 oil III oil III gma I I DOOR C3 / / / / / / / / / L��OLyYERE �D DOOR C4 DOOR C5 DOOR Cro /G ASS Gi ASJ i DOOR 54 DOOR 55 DOOR Bfo DOOR G DOOR H DOOR HARDWARE NOTES 1 ALL E T I �LIIF1 DOOR 51 POCKET DOORS N X ER OR DOORS TO HAYS ACOUSTIC RATED FRAME, CLOSER, RAIN DRIP, THRESHOLD, WEATHERSEAL AND STAINLESS STEEL HARDWARE. 2' 2' 2' DOOR 2' 2' WIDTH 2. ALL DOORS IN FIRE RATED PARTITIONS SHALL HAVE CLOSER, WEATHERSEAL, AND THRESHOLD SILL. 3. EXIT DOORS IN FIRE RATED PARTITIONS SHALL HAVE CLOSER, WEATHERSEAL, 66 � � THRESHOLD SILL, AND PANIC DEVICE. w Q = w 4. PROVIDE HARDWARE ON FIXED DOORS TO MATCH ADJACENT DOOR � 0 cA cA REFER TO HARDWARE SPECIFICATION FOR ALL HARDWARE SETS AND SPECIFICATIONS TYPE 3 ADDITIONAL HARDWARE MAY BE REQUIRED AS DETERMINED BY THE HARDWARE CONTRACTOR. 17 18 19 A - - - - - - - - - A ,. /11 /�_ IE C �Fa =I rm E w ly_ = W o oz6W z��Z 1 Uj a=�o w ~UF2 Qa�,u CzQZUZ I<juU gIqz3a CHK'D: 7— P.M. .AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Q C) N tl \ W O � Q 0 � t— W O W 0 (LF N J C6 W z w W # to } � z w z W tu W Q m Q 1L tK 4 h z o oQfA�w I.I Al III'I/ 11�11� II I IIII III'�I/ II I \illy, II I.I , "A c 2001, The Martin Architectural Group E C B PLAM FORTE :)CHEERE SLAB _WR LVL FTG T.O. PLANK FORTE COCHERE T.O. SLAB a LWR LVL ELV-f=C_2 SCALE: 1-/4 P-O" ELEVATION <WrONOTES 30 CONCRETE 3.1 CONCRETE FOUNDATION WALL 32 CONTINUOUS CONCRETE FOOTING 33 X 4.0 MASONRY 4.1 'CULTURED STONE' VENEER 42 'CULTURED STONE' WATER TABLE SILL 43 'CULTURED STONE' TRIM STONE 4,4 'CULTURED STONE' KEYSTONE 4.5 'CULTURED STONE' CAPSTONE 4.6 SLATE COPING 5.0 METAL 5.1 ALUMINUM LATTICE (12'x12' GRID) 5.2 ALUMINUM RAILING SYSTEM 53 METAL COPING 5.4 ARCHITECTURAL MECHANICAL GRILLE (SEE MECH. DLLJGS 60 WOODS AND PLASTICS 6.1 Ix6 WOOD FASCIA w/ ALUM WRAP i 62 Ix5 WOOD RAKE w/ ALUM WRAP ro 3 'FYPON' CROWN FASCIA MOLD. 0062200 &A 'FYPON' WINDSOR WINDOW HEAD 6w5 'FYPON' BUCKINGHAM WINDOW HEAD 'FYPON' EYEBROW WINDOW HEAD w/ KEY 6.1 'FYPON' CARDINAL ENTRANCE -SYSTEM &Z 'FYPON' WINDOW -SILL 0 811801 &.S 'FYPON' LOUVER 0 662026 6.10 'FYPON' BRACKET 062300 i 6.11 'FYPON' BALUSTER 184128 6.12 'FYPON' NEWEL POST 0 504100/504200 6.13 'FYPON' POST CAP 0 131600 C-.14 'FYPON' TOP RAIL # 12SO02 6.15 'FYPON' BOTTOM RAIL 8 129IO2 6.16 8' DIA. FIBERGLASS COLUMN 6.1"1 15' DIA. FIBERGLASS COLUMN 6.18 2 x 2 TRELLIS STRIPS 6.19 2 x 5 TRELLIS JOISTS (DOUBLED) 6.20 2 x 10 TRELLIS BEAM (DOUBLED) 6.21 'FYPON' PLAIN SEGMENT WINDOW HEAD ro22 2 X 4 RED CEDAR LUMBER 1.0 7PER11AL 4 MOISTURE PROTECTION 1.1 DIMENSIONAL ASPHALT SHINGLES 12 CONCEALED ALUM FLASHING 13 'CEMPLANK' PORIZ SIDING - 4' EXPOSURE COLOR 01 1.4 'CEMPLANK' 14ORIZ SIDING - 6' EXPOSURE COLOR *2 '15 'CEMPLANK' Ix& TRIM 1.6 'CEMPLANK" Ix& TRIM 1.1 'CEMPLANK' 1x4 TRIM 15 'CEMPLANK' PANEL '1.9 'CEMPLANK' 1/2x TRIM 1.10 'CEMPLANK' 1/2x TRIM 1.11 PORTLAND CEMENT BASED PLASTER 1.12 'CEMPLANK' IAO TRIM MEN W INS loll ;'m1Q0NN TT Erm L6 Ermvwr A" TT 11 101NN 'FYPON' BALLUSTRADE SYSTEM wl 'f=YPON"NEWEL POST 4 CAP INSTALL PER MFR INSTRUCTIONS REFER TO ELEV's FOR MODEL No's TYP. ROOF 'a PORTE COCHERE - MODIFIED BITUMEN ROOFING SYSTEM - TAPERED INSULATION WITH MIN. V AT EDGE - PRECAST CONC. PLANK - LIGHT GAGE FRAMING 'a 24'O.C. - 1/2' DENS DECK SHEATHING - SPRAY APPLIED TEXTURE FINISH STEEL BEAM - SEE STRUCT, DUrS5, FOR SIZE AND LOCATION TYP PIER CON5T -Ix FIBER CEMENT PANEL on -Ir'xl&' CMU PIER o MTL FURRING STRIPS 2 MTL FURRING STRIPS -Ix FIBER CEMENT PANEL SCALE: 1/4 ` 1'-0" r DTL -52 ("22 A5.03 -------- FYPON' NEWEL POST - CONNECT TO CONC PLANK IN ACCODANCE w/ MANUFACTURER'S INSTRUCTIONS -IxS FIBER CEMENT TRIM BOARD >< >< -Ix FIBER CEMENT TRIM BOARD - W/4" EXPOSED -1/2' F15ER CEMENT PANEL -1/a* FURRING STRIPS < i d A -21/2'METAL STUDS afro' OC w/ 0 < -1/2' DENS -DECK SPEATHG EA SIDE 4 TOP -PT 2x NAILER -MEMBRANE FLASHING < -FORMED ALUMINUM COPING CAP TYP ROOF CONST 6 FORTE COCHERE -MODIFIED BITUMEN ROOF SYSTEM -TAPERED INSUL w/ MIN V 6 EDGE -PRECAST CONC PLANK -LIGHT GAUGE STEEL FRAMING 6 24' OC -1/2' DENS -DECK SHEATHING -SPRAY APPLIED TEXTURE FINISH STEEL BM SEE 6TRUCT DWS-S FOR SIZE 4 LOCATION 31/2- METAL STUDS 10 16- OC w/ FURRING STRIPS w/ DENS -DECK SHEATH'G to UNDERSIDE OF LIGHT GAUGE FRAMING 1x6 FIBER CEMENT TRIM BOARD FIBER CEMENT PANEL FURRING STRIPS -DENS-DECK SHEATH'G A -21/2' METAL STUDS Q 16' OC 5CALE: 11/2 P-O" FAI - SEE 7� 0) PLUMBING I DM5 - LOCATE MIN. Is*' ABOVE ROOF SURFACE H 10 11 �-COPPER HALF ROUND GUTTER 10 4'-0' 01-6. 14'-0.1 710' .4 0 "V901) AS.091 OPP HAND FLN-1 VESTIBULS x 45' HOUSE TRAP PIT W1 STL - - --------- - FLR PLATE (SEE MEP DWG KNOX I&E>A BOX A NA&_05) PLANTER POTS - SEE LA DUGS DROP-OFF DRIVEWAY REFER TO LANDSCAPE 4 SITE DU.G's FOR GRADING 4 PAVING INFORMATION G.C. TO COORDINATE LOCATION OF PIERS WITH ISLAND LOCATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -G ---- -- ------------ GD1 -- ---- V-4 I/V 1'-4- 3*1 4" A130I OPP. HAND 1E ID 8 UZ C> 00 J w y z o Z IS 0 LL -Lw _j z f_z 3 Iq w z f-- < Vr Uj ?ar, s �' ' CHK'D: P.M. -AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 i5 uj < Li < N, 4- 111 o:z W W:3 0 7- 0 &4 _j 0 5; <Z Cf) r 0 W Ul ff < > :3 w w 6) 0- () w L1 Z I-- w > W w w m OL ff :4 m A B.O. FTG 4-0 gryfm PIER PORTS 000mra"Mrm SCALE: 1'-0" 0 PoRarrm 00CHrEfer. ;=car I ON w5c - SS &c;ALE: 31an=V-on 2 13 14 5 -SEE STRUCTURAL DRAWINGS 16 FLN - I SCALE: 1/4 V-On 1A V_6/ 2001, The Martin Architectural Group 0 u, � V 0 m 0 m 0 CN w .r t3. V W m 0 U °S a _a v a y b ii N N ki .0 s.. z 4 N w = w Q oz�W O �z �zw q w � Oc�q q�LLJ13 mR'�z0 w ~ � >: �7 q � LLI Q' z F_ z 3 q z�a CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 o m � *1 _.o w� t- co a� o� w o_ (n 1 Q <C i) Q w ' 1t1 N mU Q� � O � Z p 7 I II I Ali I, !1'li c 2001, The Martin Architectural Group r'sA FAE w F w A Oz w �z z dAa1 h ) Q w LPL; � tEw r: gQwU zz"A= "q :1 JzI—I L� �- � w 2w, CH K'D: P.M. AMY CARPENTER P.A. TIM WENTZ PROJECT N0.:15-1343-01 Q o wa Q� �o z W A vl c� LJ E--� J O w F' v Z V� (k Ll1 a a } w m Q ry 0 oQ±±LL t ' • © 2001, The Martin Architectural Group V 00 tf1 N 0 O N W N E 0 C EXTEND —' DROPPED CaWB UNITS 52, DI 8 D2 ONLY GWB TYi= KNIT CEILINCx FINISH ROOM LWR LVL FLR's 1-3— LIVING RM GWB a 9'-0' TE)�Cn1AMLIEED 1544 BEDRM(s) GWB a 9'-0' ��AP LIED lsw DINING GWB a 9'-0' ,� M1.,E° DE GWBa9'-0' E�mN >� POWDER GWB a S'-0' GWB a V-0° FOYER/HALL GWB a V-0' GWB a V-0' Ul GWB GWB (TYP UNO) V-0" V (TYP UNO) w W p u v 6 -0- w (YP UNO) i EQ EQ L EQ EQ EQ EQ UNFINISHED SCALE: ',/4"=V-0" -REFER TO ELECTRICAL DWCa's FOR ALL LIGHTING INFORMATION -REFER TO SPRINKLER DWG's FOR ALL FIRE PROTECTION INFORMATION -REFER TO MECHANICAL DWG's FOR ALL REGISTER LOCATIONS -PROVIDE CROWN MOULDING IN UNIT LIVING, DINING, DEN 4 BEDRM's i=LN-5 SCALE: NTS = I= ID � r_= C = IA A O D J N .0 0 O m- O N W = W Oz:3Q �z ON�Q �O cnRzzO —W zpz dQgW CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 r- p cv cil c0 — o Wo o >� O LL1 Cj) J� 0 C~ UZ � > W # ! C1 0 0 w W U w Q mE C)(Lv zQ oz LU 0 Z tLj U � -1 � L A �- L W til Uj M 1t} IL A 0 11 12 -- 13--- - 14 5 (6 17 18 mm © 2001. The Martin Architectural Group L C TYP UNIT C 1LING PINIS-► ROOM LWR LVL FLR's 1-3 LIVING RM GUJB 9' - ID' SPRAY ,`,1ED BEDRMCs) GUJB 9'-ID1 TEXTURE NI m DINING GUJB a 9'-ID' T. MEn DEN GUJB a 9'-ID' �RE;M`� POUJDER GUJB V -ID" GUJB 1w V -01, FOYER/HALL GWB e V-ID" GUJB e 8'-01 EXTEND —' DROPPED GUJB CLG 6 w V -ID' 13 UNITS B2, D1 (TYP UNO) w B D2 ONLY i GUJB [L Ci a' -ID" w i (YP UNO) w GUJB � (TYP UNO) i W i i �� GI-IASE EQ EQ EQ EQ EQ EQ UNFIN15HED � ILIN t . UNIT <ITCHEN 4 MATH U-S-CLG SCALE: 1/4"=V-0" NOTE: THIS DRAWING IS FOR GENERAL INFORMATION ONLY -REFER TO INTERIOR DWG's FOR ALL COMMON SPACE AND CORRIDOR CEILING HEIGHTS, MAT'LS & TRIM -REFER TO ELECTRICAL DWG's FOR ALL LIGHTING INFORMATION -REFER TO SPRINKLER DWG's FOR ALL FIRE PROTECTION INFORMATION -REFER TO MECHANICAL DWG's FOR ALL REGISTER LOCATIONS -PROVIDE CROWN MOULDING IN UNIT LIVING, DINING, DEN 4 BEDRM's REFER TO INTERIOR DUY 's FOR ALL COMMON SPACE CEILING INFORMATION LOW L L Rbom"FILMECTED CL O PLAN FLN-5 SCALE: NTS IE ID C I Q Oz9 O�zZ Qn6� O�Nq > wL LL �O `n v z O iu ~F_<V� 3 LUw zOzQz daQ U a�?- Q CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Lo o m QN, 0� z I— w o T N w Uj E~ z O w V) Qua �wz W w w Q m� E" C1ILVd z� o -gcoC_lw 0 RL UUJ .4 w LL w AN I tit IL >I E1 w o m LL1 In z V l A 10 11 12 - 13 14 5 16 17 18 19 IA o 2001, The Martin Architectural Group I C 01 �momm■ ■�Umm ■ire 9 1'-• • TYp I I MAIN Immysim 1. N FLN -1 SCALE: NTS T'Irp UNIT CEILINGS FINISH ROOM LWR LYL FLR's 1-3 LIVING RM GW5 a 9'-0' %� 4 BEDRM(s) GW5 a 9'-0' 51=lyll` M l DINING: GW5 a 9' - 0' TU °,M"'�� sED DEN GUJB a V-0° M° APft[ED UFM SH POWDER GUJB a S'-0' GW5 a V-0" FOYER/HALL 1 GW5 a S'-0' GW5 a 8'-0" ---------------------------- EXTEND Ci w G DROPPED C3 w GW5 GW5 -0 8' -0' (TYP UNO) UNITS B2, Di � �1-4° 8'-0' (TYP UNO) w � $ D2 ONLY41- w GW5 13 w 0 (- 0 S'-0' C YP UNO) CHASE EQ ol EQ EQ EQ EQ EQ UNFINISHED U-E3-C-LG SCALE: I14"=1'-0" IE ID C IB W � * W o O z � f1w Oif:�N zW QQQ� Ff N z o W �QIWw zOZQH Qq4=� a�z�a CHK'D: P.M. AMY CARPENTER P.A. :TIM WENTZ PROJECT N0.:15-1343-01 Li QNLo B m B N cal — LLIO Q � 0 z 1Zi l LU 13 cn Q J W t- U z >w ClLil OL oo m Lu nw w° z �Q Q o C5 n1nw tL LL 0LU U �l � LLI EL LL L LL IL z E A 3 14 + 5 16 17 18 19 A E I 10 US=,�!�©I©f=�!�:/ v■����■�� � h{ I I�TT HALL 301 T j = p "2 HALL ELEv. "3 303 TYP ACT TYP UNIT CEILING FINISH ROOM LWR LVL FLR's 1-3 LIVING RM GUB a 9'-0" PPPP'LIED TE>aUREBEDRM(s) GWB a 9'-0" Mom,° DINING GUB a V-0" � Mom°S, DEN E°M,�1211,115W POWDER GWB a S'-0" GUB a S'-0" FOYER/HALL GWB a V-0" GWB a V_0" EXTEND —' DROPPED u GWB CLG a S (3 UNITS 52, D1 (TYP UNO) d D2 ONLY i GWB O IL (3 V -0' W I, (YP UNO) EQ L EQ L L EQ 1_ EQ LU GWB V -0" (TYP UNO) C� w EQ � EQ UNFINISHED U—E�—CLG; SCALE: I/4"=1'-0 I AIR 02/ 'UNIT 82 SEE WIT . St ( UNIT 52 WIT 52 ... L"T B1 ' �. UNIT �9EE B1SRT WIT` SW A2]4 SEE 9FiT A2]4 34 I I ]=F SEE SWT A2kt 34 SEE SFIT A214 35 9EE SWT A2]4 35 A2]4 35 SEE �1 A2]4 35 t4l 710 o x, ❑ o I� I! 'f I•I I•I I•I I•I I I•I I i�) I �� HALL 306 I i I ei L I I . � SEE 0HT A2n 35 � a o �; � � � I � ; HL � ♦ ==JO � ACT � I � � � � � � pis �' i 03, � ,STAIr"z _/ 383 �' /UNFINISHED!, LOOT UNppIT WIT UNrc UNIT 8 WIT G I� 8 SEE SW A24t 34 V SEE 5W A214 34 B SEE SFn A214 34 B SEE SNT A2,M 34 SEE 9FR A2.M 35 SEE 9Hi' A2.IS 35 I .... co ' a ILL I ® 0 Q # -. Uw B :- 9EE9NT A274 35 UNIT no .. .: 9EE 9NT A277 I I � _ i I I i 310 E . / rr WIT g uNrc uNrc WIT 32 e -8• I - WE 9N7 A2.14 inIm = ====I �r mm0�l�0��©��O���vw�0..��0.��0����© f mom on �i �i �i OttO■■��■■©■■OOvO■■MLN ROM ©■■0■■0�■0■ �■11,._ T p� I GUEST: wrc / rEE SW SEE sw =3 i 309 A2]4' 30 wir i UNIT, 81.;' INACGESS./ 52 9EE suT A2]a wR 52 SEE sFrr A2.t4 9EE SHT A234 SPACE �/ j ',UNFINISHED/ UNIT $tA ' ,'jQ. '` / : SEE 9HT A2.ts / UNFINISHED/ i='LN—? 6C]4LE: NTS NOTE: THIS DRAWING IS FOR GENERAL INFORMATION ONLY -REFER TO INTERIOR DWG's FOR ALL COMMON SPACE AND CORRIDOR CEILING HEIGHTS, MAT'LS 4 TRIM -REFER TO ELECTRICAL DWG's FOR ALL LIGHTING INFORMATION -REFER TO SPRINKLER DWG's FOR ALL FIRE PROTECTION INFORMATION -REFER TO MECHANICAL DWG's FOR ALL REGISTER LOCATIONS -PROVIDE CROWN MOULDING IN UNIT LIVING, DINING, DEN 4 BEDRM's ■m C ■: w a w O O Ncq �A CHK'D: P.M. ;AMY CARPENTER P.A. :TI M WEN TZ PROJECT N0.:15-1343-01 Q I— 4 Q,d4 o >� z w z o � N Uj W O Q C~ UZ ry J (/) } Lti LL! z Q 0 13 z-LuQ m �1kLuQ QLli 0 LLL r n Q Q 0 O z m Q LLL � t � v �0 C1 ® A w Co tu LL tu A w v CL z _A V w A 0 11 12 13 14 5 16 (7 8 9 ■m Ic 2001, The Martin Architectural Group I CHK'D: P.M. :AMY CARPENTER P.A. :TIM WENTZ PROJECT NO.:15-1343-01 � B 0 Q N Lei c{1 W p Q� o� z W 73 `) o �z i.i 10 > 0 Q 0z w V) Lli > w w LU 0 ui (Y- w '- Q w � m c� QQ o �qmn L AfN nz IL tu UIn l Ma- ul } m .� IL t�.t.t ® � m c 2001, The Martin Architectural Group U M W N 0 0 N 00 N A I L I I A PAINT INC1 sx �LOO . MATERIALS OVERALL Q TRIM � N X X -' O w J Ill J ZU 1= U I= U ~ X n z LL w w W d w z � w U U U fp,T t�_ ]=3ii;111000 LOUDER LEVEL 100 ELECTRICAL 101 ------ HALL 41 102 MECHANICAL 103 VESTIBULE 104 TRASH 105 MAINTENANCE 106 OFFICE 10l FIRE PUMP 10.5 WOMEN'S REST ROOM 109 MEN'S REST ROOM 110 LINEN / STORAGE Ill E.M.R 112 JANITOR 101 113 EMPLOYEE LOUNGE 114 LAUNDRY - SOILED 115 LAUNDRY - CLEAN 116 BLDG. LAUNDRY Ill LIQUOR / I18 PAPER / LINEN in KITCHEN DRY STORAGE 120 OFFICE 121 KITCHEN 122 HOUSEKEEPING 123 LAUNDRY 124 OFFICE 125 POWDER ROOM 126 PRIVATE DUTY LOUNGE 121 CLUB ROOM 125 BAR / LOUNGE 129 HALL 130 DINING 130A DINING EE CMMI DILrS, 130E DINING 13OC DINING 131 HALL IVA HALL ,/ //' 1315 HALL 132 E.M.R. 133 MEN'S REST ROOM 134 WOMEN'S REST ROOM SEE CM I D -S 135 MEDIA 13ro POWDER ROOM 131 BARBER BEAUTY 131A DINING ROOM 138 HALL /MANNER/0/�//// // ,///��/� m. ,,,/ ,.�.,. 139 POWDER ROOM 140 HALL 141 OFFICE 142 PHYSICIAN 143 EXAM SEE CMIII DIGS 144 EXAM 145 BANK 146 HALL 141 TENANT STORAGE 145 ELECTRICAL db 149 SEATING 150 HALL 151 LIVING ROOM 152 STORAGE SEE CMIII D S 153 PRIVATE DINING 154 SEATING 155 MAIIL ROOM 156 HALL 156A HALL 151 MEN'S REST ROOM 155 WOMEN'S REST ROOM 159 LIBRARY 160 HALL SEE CMIII D S 161 OFFICE 162 OFFICE 163 WARM-UP 164 COPY ROOM 165 CLOSING 166 RECEPTION 16l WAITING SEE r_MtlI D S 168 RECEPTION HALL 169 VESTIBULE 110 PACKAGES 111 SECRETARY 1-12 OFFICE 113 OFFICE 114 115 OFFICE SEE CMIII DJrS5 ll6 HALL 111 Ila 119 POWDER ROOM O 180 STAIRS TYP. • • • 11 i ' i 1 K3■E3■■■■, I19 , Ilti 3 II I j II I II III � I A II III I ■■■■■■■' 0■13I MEW K301OMME■ MENE■ ■' ■EOMMEW EMOMEM■ ■OMMINE .■■■■■■ ■■■■■■■' MENEEM■- IMEMEM ■ IMEM■EEM MME■E■■ IMOMMEN■ MEMEMEW y I l i l I I IA 6 1II 1 �I 1�I 61 I II _L V� IMMoMM■■ MENNEN�w ■0-mom-m■ IMEMENE ■■EME■E: MENEM�� MEMEN E MENIMME ■■MMEME ■ EME■■0 EMEM■■N MENN■■■ MENNEN■ ■ME■M■M. MEME■■ � ■MMEME■. .■OMMMM 9 III I 1 II /I 1pl IIIp II JI/� ME13MEN ■■omm■■- IMM■■ME1E . MENEEME mu-momMI■ MMO■EE■ ■EMEN■■ ■■MEN■, IMEMEM M ommi ■ENEMA■ IMM■NEE ■■m■■m■ MENE■�� IMMEMENE MENE■ME ■■EEMEM ■■MEME■ IME■■EME MOO■■■■ MR-mozm■' MEMEM■■ MMOMMEM MaME■■■ MEMENIEE MENEM�� MENNEN� IM■E■E■E MEMM `ME ■ENEMEM ■■■M■EM EMEM■■E ■EOMME■ ■■EMEME WALLS LL LL; ILL; L Ll� ii u; u LL IL LL; LL LL; L ; LLL 1L z'' 4 kn, 4 z,, q w _> w w w U W L11 U w w U w w U W w U U U U U U U U Z d W W Z III W z d w W Z � W W (L U U> (L U U� (L U U NOTE: GYP. WALL BOARD THICKNESS WILL VARY AS PER RATED WALL RATED -7 CONDITIONS_ REFER TO PARTITION SCHEDULE, WALL SECTIONS 41 DETAILS FOR EXACT GYP. WALL BD. THICKNESS. THIS SCHEDULE IS FOR GENERAL MATERIAL REFERENCE ONLY. MINIM MINE, ■■■■■■■■■■■■■■■■■■■■■■■■'i 13M O ■EOEMO ■■OMM O ■■13I■■ O ■■> A 51 E (CMt' lI 1C • 1 `III i 1 • 1 � o ,I i 1 ♦ II NOMINEE NON■ ■o■■■■` ■OMW M0■■EM NONN mammm■0■E' NOMINEE ■OM ■0■■EM,MUN ■ UMMOM NONE ■01010■■ NOME ■ommm MOWN E13■E■MU'I ■OMMEW NONE ■ ■■■■ ■ OM MINIM III �II�iJ 'I�I IIIIIS,,II�I MENEM IM0M■■E;NOMMIN ■�■■ NOM■NME ■' �D��ti MOMEEM NONE MON■EK Maw■ IMOMEME ENENo■■ ENE ME, MEMO" mm■mem MEMO ■ENE■ ■ENo �■ ■■MMEM ■NEB ��■�■� ■■■■ MENNEN' IMENK MENNEN MEMO Ml I I` IMM■■E■ ME��.a ■OMEN■ ED MENNEN" ME MENEM■ ENEOMEN MEE MENNEN'' MEEK IMEMEEM; MEEK MENNEN MEMO MENNEN M NOMEMM MEEK MENNEN, ■■010 MENEE■; MEEK Mumma ■ MEN■ ■■■MEN MEMO NOMME MEEK: MENNEN IMEME IMOMMEM MI0M■ , MIIIIIIIII MM MINER III 1 ■OMMM E13M E■EMER ENE EMOMEW MINE■ MEN MEMO: ©MMM MEN■ MENNEN EME■, ■■OMEM OMEN ■ OMMEM MEMO NmMO■■ ME■■ MENININE ■■■mmm MEMO IMMO■E■ ■ESE MEN NEE MEN■ MENNEN MEMO, ©NE EME■ IMM■■MIN N■■■ MENNEN MEMO MENNEN NONE MENNEN SEEN a$ I I' ice/ Ilr I mom NUN■ MEMINEW ■NEE MINE MEME MENEM MEMO MENNEN MEMO 11300MEN■■M© MENNEN MEMO IIIIIy,I �� �JI//�m mmmm MENNEN, M MEN■M■ OMEN MENNEN - NONE ©N=mum MEMO MENEMM ONE MENNEN MEMO MENNEN MEMO MEMO■■ MEMO Immomm NONE PAINT INC)EX FLOOR MATERIALS WALLS CLco. HT Q OVERALL Q TRIM U } J W ct) X (L W I z O W Q (L (L 4 U X J d W U _ /� J 4 w U} w ca w Z O �- Q O— -1 Z w [Q (ti =1 U q w U X O (L w Lu m J+- J cn w J J U W H W +- U -_ _ - v w lL > U J Z } z LL; LL ww J _U W U- ,- J _U d w LL > U J z z LL; wW J _U d W 114 1L r- J _U W lK } U J Z z Q u LL d J _U W u LL ►- Ill J U d fL/ W } U d Z ' z — IL IL d J U (Y W LL u ; O r Ill J U (L� W RYE SfROO< MAIN LEVEL NOTE: G`rP. WALL BOARD THICKNESS WILL VARY AS PER RATED WALL RATED CONDITIONS. REFER TO PARTITION SCHEDULE, WALL SECTIONS d DETAILS FOR EXACT GYP. WALL BD. THICKNESS. THIS SCHEDULE IS FOR GENERAL MATERIAL REFERENCE ONLY. 200 TRASH 0 @p Op Op O 201 HALL 202 FITNESS 203 OFFICE S E C MID G,UFE C M I DUJC . 204 HALL 205 HALL 206 ELECTRICAL pO pO pO pO 201 ACTIVITY S E G MI D G_ UEP CMMl DUJG 205 HOUSEKEEPING 0 leiO O O U , / 209 TRASH 0 0 @ pO 0 210 MEN'S REST ROOM 0 0 OO O@ O 211 HALL 0 O O O U 212 WOMEN'S REST ROOM 0 olOI 1O O O 213 HOUSEKEEPING 0 0 O OT T� 214 ICE CREAM 0 0 O O O O 215 STORAGE 0 0p p O O 216 E.M.R 0 0Op O O O 21l 1 HALL O O O 1O WERN/r/m/ 218 HALL 219 HALL 5 1 E E C MID C E C M I r, WG S. 220 ELECTRICAL O O O O 221 CARDS 222 CAFE S E C MID G. E C M I WG S. STAIRS TYP. O O O O O O ,�9It f 1�l L M OVERALL TQ TRIM X X U 1- I= U U Lu > U « C'3 U U c 2�rE Br�oolC 2ND LEVEL 300 TRASH 301 HALL 302 LOBBY 303 HALL 304 HOUSEKEEPING 305 NOT USED 306 HALL S EC MI DU)( ..;; . 301 ELECTRICAL 308 HALL �J C MID / / / / 3OS NOT USED 310 MECHANICAL 311 HOUSEKEEPING 312 TRASH 313 ELECTRICAL 314 HALL S E G M I DU) C. 315 ELECTRICAL STAIRS TYP. OVERALL TRIM 1�1111■1 X X LLI -t N U z W W I= U U � m I- w w '- W z O } U . « G U U can RYE BFoo< 3RO LEVEL 400 TRASH 401 HALL S E C M I D G 402 HK / STORAGE 403 HALL 404 i ELECTRICAL STAIRS TYP_ • ♦ 11 1 � 1 1 � EMOMME E EMOMMEW MMOMMM� mm■■mmm- ■0113MME . ■E13M■NE I I II�V' / IIIOJ �I I mmum IMI M013ME�� . EMO■NE■ E E]MME " EO■■�� EMONEME MEOMEE� ■ENEM M momill s • ♦ 11 1' � i i � MENEME� ■MO■ENE MENNEN� ■EMEMEE MENEMEE ONEEME mommom LULLS L I, ; lg . 1.L Lc uL � LL Lc 1L ,e ! � e, LL LL LL LL; z .4 _4 z_ z 40 01� O O (w LLI _ Lu w w U w w U W W U w W U W W J J J J J J J J f- +- I- 9- f- 1- +- F- U U U U U U v U Z w w z W w z Q w W Z < w w >1 U U> (L U U} (L U U> (L U U NOTE: GYP. WALL BOARD THICKNESS WILL VARY AS PER RATED WALL RATED CONDITIONS. REFER TO PARTITION SCHEDULE, WALL SECTIONS t DETAILS FOR EXACT GYP. WALL BD. THICKNESS. THIS SCHEDULE IS FOR GENERAL MATERIAL REFERENCE ONLY. OO O OO OO S E M I S S E E Ctlll I S O O O O S E M I -S 0 1 0 0 0 0 0 00 01 0 0 1 00 S E CM1,11 -S O O O UO O O O O O UJI�L>I� �I Lu Ll, LL IL LL LL l B Ll LE z z < z O O O O O w O O w _' w _� W W U W WIll U wU U _J _J _J _J _w __ _j _j !- � Z W W Z <C W 1w Z Q W Lw Z d I t 1 >1 U 515 Ulu NOTE: GYP. WALL BOARD THICKNESS WILL VARY ASPERRATED WALL RATED CONDITIONS. REFER TO PARTITION SCHEDULE, WALL SECTIONS E DETAILS FOR EXACT GYP. WALL BD. THICKNESS. THIS SCHEDULE IS FOR GENERAL MATERIAL REFERENCE ONLY. O O 0 0 15P E M I S 9 O S E M I S O O O O O O O O 0 i u��E MOE■ OMEN OMEN MEMO MEMO. MEMO MEMO OMEN IE ID MR M: 1 N o, 0 a ro x V b cu U cu v a N N 0 0 cq N w � z w o Oz�w z3�z QUU V O�Nq O w wW zOZn= B q w 0 3gz=w CHWD: P.M. .AMY CARPENTER P.A. :TI M WEN TZ PROJECT NO.:15-1343-01 L m � � o w� Q� o00 O LLI �n- �H QZ V) LLI n w N } j_ LLI m < m -t-ITT z o mI� V �±.III.WI i.l9.l j- LL J IT m Z -4 CID _j Z > 0 11 (2 13 - 14 415 16 17 18 19 0 UMN qo w z pwomf z Z z E--4 03 Cl co 0 E--4 E-4 z E-4 �o 5 CHK'D: I P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.: 15-1343-01. ui , � o z 0 d)73 U) > ui U) w Z3 w (L 0 =3 n w z d) s w o w w m c; z I [I • MARTIN ID 10 11 2 13 14 i5 16 17 18 19 AIfl —0 V E. Kel N A 30 Lu- d- PLAN NOTES i SLAB ON GRADE 15 4' CONCRETE, REINFORCED WITH 6x6-WI.4xWl.4 WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED ON 4' CRUSHED STONE, ON COMPACTED FILL IN LIEU OF WWF AT SLAB -ON -GRADE, FIBERME5H, AT 1.5 POUNDS PER CUBIC FOOT, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL 15 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL IS IV-2% UNLESS NOTED OTHERWISE. THIS 15 A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE WITH THE ARCHITECTURAL, PLUMBING, AND KITCHEN CONSULTANT DRAWINGS FOR EXACT SIZE AND LOCATIONS OF THE DEPRESSED SLABS. 4 2 SC INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS -1'-4' 5 SEE SHEET FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES. 6Y x xix x 757= INDICATES S' CONCRETE MASONRY UNIT WALLS. PROVIDE VERTICAL REINFORCING PER THE SCHEDULE ON SHEET 91.01. PROVIDE AN ADDITIONAL 05 VERTICAL IN THE FIRST CELL EACH SIDE OF OPENINGS, AT CORNERS, INTERSECTIONS, AT THE ENDS OF WALLS, AND WHERE INDICATED ON PLAN WITH A 'DOT°. EXTEND ALL REINFORCING FULL HEIGHT OF WALL, DOWEL ALL REINFORCING INTO FOOTINGS AND TIE BEAMS. GROUT CELLS SOLID AT REINFORCING. 100. INDICATES CONTROL JOINT IN 12' CONCRETE RETAINING WALL PER 21/55.01. s INDICATES THE LOCATION AND EXTENT OF FLOOR DRAINS. COORDINATE FD WITH THE ARCHITECTURAL, PLUMBING, AND KITCHEN CONSULTANT DRAWINGS FOR EXACT SIZE, LOCATIONS AND SLOPES OF THE FLOOR DRAINS. SLOPE DOWN TO DRAINS, MIN 1/4'/FT. g SHEAR PANEL INDICATES ro' METAL STUD SHEAR PANELS. SEE 10/55.04 FOR PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL 1 IS S'-0' LONG NOMINAL SHEAR PANEL 2 15 ll'-O' LONG NOMINAL 10 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN .FOOTING MARK SIZE DEPTH REIN (BOTTOM, UNAJ' R-EMARKS 2C 2'-0' x CONT 12' (2) S CONT 2.5C 2'-6' x CONT 12' (3) "5 CONT 3C 3'-0' x CONT 12' (4) S CONT 3.5G 3'-6' x CONT 12, (4)'✓ CONT 4G > 4'-0' x CONT 14' (5) "5 CONT, -5 'a lro' O.G. TRANS 4SC 4'-6' x CONT 14' (5) 05 CONT, 05 6 16' O.G. TRANS 5.5C 5'-6' x CONT lro' (6) "5 CONT, 'S 12' O.G. TRANS "lac V -0' x CONT 12' SEE 16/55.02 19 13'-0' x CONT 12' SEE 13/55D3 1.4T 1'-4' x CONT 8' (2) "5 CONT NOTE I 3T 3'-0' x 3'-0' 12' (4) 05 EACH WAY NOTE i 4T 4'-0' x 4'-0' 12' (5) 05 EACH WAY NOTE I 3 3'-0' x 3'-0' 12, (4) 05 EACH WAY 3 3'-6' x 3'-6° 12' (4) 05 EACH WAY 4 4'-0' x 4'-0' 12' (5) 05 EACH WAY 4.5 4'-6' x 4'-ro' 12' (5) "5 EACH WAY x 5'-6' 16' (6) 05 EACH WAY 6 6'-0, x 6'-O' 16' C6) "6 EACH WAY 66 6'-ro' x 6'-6' 18' C6) "6 EACH WAY -1'-0' x 7'-0' 20' (1) 1-6 EACH WAY IAP 1'-4' DIA TO FROST NONE NOTES: 1 'T' TYPE FOOTINGS ARE THICKENED SLAB FOOTINGS PLACED MONOLITHICALLY WITH THE SLAB ON GRADE. ALL OTHER FOOTINGS ARE INDEPENDANT OF THE SLAB AND SHALL BE PLACE PER THE PLAN NOTES. L OWE"R4' L E X L O um 1D T I ®N PLAN rf1 SCALE:115' = F-0' PLN-SF-FCD RAW C.J.. <SEY PLAN m 20 30 40 CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 Q @ m p c w � o � z O w N - J o Q ~ c/) Ill N a s —LaQ �- w 0 Z W m W (Lw< W L� �Q � o z CD 0 1` Ef 0 2 3 4 lei X lat 90-56• 0 11 12 13 14 i5 16 17 18 19 PLAN NOTES 1 SLAB ON GRADE 16 4' CONCRETE, REINFORCED WITH 6xh-WIAxWI.4 WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, FIBERMESH, AT 1.5 POUNDS PER CUBIC YARD, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOUDER FLOOR LEVEL 19 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL IS II'-2', UNLESS NOTED OTHERWISE. THIS 15 A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. 4 � INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. -1,-4, LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS -1'-4- 5 F x4ox x 4*7INDICATES S' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET 9'1.01 FOR REINFORCING. PROVIDE A CONTINUOUS 8'xlr ' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE 'S CONT, EACH COURSE, GROUTED SOLID, U.N.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET S1.01 FOR BEAMS OVER TYPICAL OPENINGS. 6 INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/55.01. IND ICATES 8' CONCRETE MASONRY UNIT BEARING WALL ABOVE. 8 — 7 INDICATES SPAN DIRECTION OF 8' PRECAST CONCRETE HOLLOW CORE PLANK. AT 10 FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH Cox(o WI.4xWI.4 WWF, OR FIBERMESH (1.5 POUNDS PER CUBIC FOOT). 9 TOP OF TIE BEAM IS AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE N PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' -3rd FLOOR 29'-8' 2nd FLOOR 20'-0' ROOF 39'-4' 10 DBL-LI INDICATES (2) L<ox&xl/2 REFER TO 5/55.02 DBL-L2 INDICATES (2) L8xhxl/2 (LLV) 11 ( #'-*. ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL IS TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. 0 _1 _II M NN w %H 0 91 M d- 1i T_w 12 �- INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-"' INDICATES TRUSS TYPE. SEE SHEET 6-1.01 FOR TRUSS TYPES. SPACE TRUSSES AT 45, O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS 1, 2, 3 AND WIDE x 14' 11/55.02. SUCH CONNECTIONS 514ALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR �, ABOVE D WALLS WHERE NOTED ON THE PLANS. OVIDE LENT 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS R INFOR`1AI OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY 61.01 DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER. 14 PROVIDE CONTINUOUS 12 GAGE ro' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) W SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER 19/55.02, 15 ROOF DECK IS 1' DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK I.006V22 BY VULCRAFT w/ AN 5=0.130 IN3 AND 1=0.0-13 IN`` , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH 012 SELF -DRILLING SHEET METAL SCREW$ SPACED IN AT 3ro/l PATTERN w/ (3) *12 TEK SIDELAP FASTENERS PER SPAN. Vo 'COLABV' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE. 11 SEE SHEET 51.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRUSS TYPES. 18 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 19 PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WIDE x 36' WITH MECH., PLUMBING, AND ARCH, DUrS5. SHOW ALL OPENINGS ON SHOP DUr=6. PROVIDE STEEL ` M.O. HIGH ANGLE HEADERS AS REQUIRED. LOW. VIDE LINT. R INFORMAi 20 SHEAR PANEL INDICATES bh' METAL STUD SHEAR PANELS. SEE 10/55.04 FOR 81.01 PANEL CONSTRUCTION AND ATTACHMENT. NO SHEAR PANEL 1 IS 8'-0' LONG NOMINAL ME SHEAR PANEL 2 15 Il'-O' LONG NOMINAL DC TO OF LO NC ME Di TC O1 LC i ME DG TO OF LO �-� I( N'lJ <E*r FLAN b] 20 30 40 ap; a 0) Z? E-4 co p eE-4a as- V C' ® T� E-i N �J cq 0-1 1�1 c m N N CHK'D: P.M. :A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 uj B o I m F_LO Q c� 0 Z O W - c Q ui ~ �00 lll N (L a � Q Q w d) w m W 0 (L ff -4 Q Q O Z PiLul 1 cy- 0 1 m N L m 4- a, J J m O 4j' M' d L, M M 3 00 C 1 2 4 5 RA IN RIGHT SIDE 50 - _ lir - Pow ESPENLAUB AwIr-_A7en1;-=(1-4n x 1 12 13 4 �5 fA 51 PLAN NOTES 1 SLAB ON GRADE 15 4' CONCRETE, REINFORCED WITH 6x&-WIAxWIA WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, FIBERi'1E5H, AT 1.5 POUNDS PER CUBIC YARD, MAY BE USED, 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL IS 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL 15 IV-2% UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. 4 ZS INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. �,-4. LOWER FLOOR LEVEL PERIMETER FOOTINGS -3'-5' INTERIOR FOOTINGS 4-4- 5 INDICATES S' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET 6101 FOR REINFORCING. PROVIDE A CONTINUOUS 5'xl6' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE 05 CONT, EACH COURSE, GROUTED SOLID, U.N.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET $1.01 FOR BEAMS OVER TYPICAL OPENINGS. fo INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/55.01. INDICATES 5' CONCRETE MASONRY UNIT BEARING WALL ABOVE. 10 $ � 7 INDICATES SPAN DIRECTION OF S' PRECAST CONCRETE HOLLOW CORE PLANK. AT FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH roxro W1.4XWI.4 WWF, OR FIBERMESH (1.5 POUNDS PER CU51C FOOT). N S TOP OF TIE BEAM IS AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 212I'-8' 2nd FLOOR 20'-0' ROOF 3S'-4' 10 DBL-LI INDICATES (2) Lroxroxl/2 REFER TO 5/95.02 DBL-1-2 INDICATES (2) L5xroxl/2 (LLV) 11 («_�° ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL IS TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. 0 I II T- 20 IN I N 30 N 0 � T -" 12 --' i7 INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-"' INDICATES TRUSS TYPE. SEE SHEET S1.01 FOR TRUSS TYPES. SPACE TRUSSES AT 45, O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS 1, 2, 3 AND 11/65.02, SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR WALLS WHERE NOTED ON THE PLANS. 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER. 14 PROVIDE CONTINUOUS 12 GAGE Cam' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) 010 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER 1S/55.02. 15 ROOF DECK 19 1' DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK I.00SV22 BY VULCRAFT w/ AN 5=0.130 IN3 AND 1=0.0-13 IN4 , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH 012 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 3C /'1 PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER SPAN. 16 °COLABV' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE, Il SEE SHEET 5'1.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRU55 TYPES, IS SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 1S PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DWGS. SHOW ALL OPENINGS ON SHOP DWGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED, 20 SHEAR PANEL INDICATES &' METAL STUD SHEAR PANELS. SEE 10/55.04 FOR 111111111 PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL 1 IS V-0' LONG NOMINAL SHEAR PANEL 2 IS II'-0' LONG NOMINAL 11AIN 7 L. 5CALE:1/S' = 1'-0' PLN-SM -FCD i f' 4 LXFT $Ica Im 30 Qio t- X ® (rpllia a � a � •'gib L it 0 c E N mco N 40 50 CHK'D: P.M. :A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 Q ell O O N O Q ~ c W73 N a u :3 u F- W Z m ILwd � O 0 11 12 13 4 Gw 0 CtlwT - A9 en.4 - Imr` n co IC 1 13 14 i5 16 17 18 19 10 N 0 I II 20 IN 4 911 E n. PLAN NOTES 1 SLAB ON GRADE IS 4' CONCRETE, REINFORCED WITH &xh-WI.4xW1.4 WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON (o MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, FI5ER'1ESH, AT IS POUNDS PER CUBIC YARD, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL IS 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL IS il'-2', UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. q 2.5C INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. � LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS 4-4- 5 7, x xax x xox 77 INDICATES S' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET 61.01 FOR REINFORCING. PROVIDE A CONTINUOUS S°xlro' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE S CONT, EACH COURSE, GROUTED SOLID, U.N.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET S1.01 FOR BEAMS OVER TYPICAL OPENINGS. !o INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/65.01. INDICATES 8' CONCRETE MASONRY UNIT BEARING WALL ABOVE. 8 INDICATES SPAN DIRECTION OF 8' PRECAST CONCRETE HOLLOW CORE PLANK. AT FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH &x& WlAxWIA WWF, OR FIBERMESH (IB POUNDS PER CUBIC FOOT). 9 TOP OF TIE BEAM IS AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 2V-8' 2nd FLOOR 20'-0' ROOF 3V-4' 10 D5L-L1 INDICATES (2) Lrox&xl/2 REFER TO 5/55.02 DBL-L2 INDICATES (2) LSx&xl/2 (LLV) if ( 01-0' ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL IS TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. t� _T-a 12 --- 7 INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-a' INDICATES TRUSS TYPE. SEE SHEET 51.01 FOR TRUSS TYPES. SPACE TRUSSES AT 48' O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS I, 2, 3 AND 11/55.02. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR WALLS WHERE NOTED ON THE PLANS. 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER. 14 PROVIDE CONTINUOUS 12 GAGE ro' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) #10 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER 19/55.02. 15 ROOF DECK IS I° DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK I.005V22 BY VULCRAFT w/ AN 5=0.130 IN3 AND 1=0.013 IN4 , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH 012 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 3ro/1 PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER SPAN. 16 'COLABV' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE. 11 SEE SHEET 61.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRUSS TYPES. 15 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. IS PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DWGS. SHOW ALL OPENINGS ON SHOP DWGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED. 20 SHEAR PANEL INDICATES &' METAL STUD SHEAR PANELS, SEE 10/65.04 FOR PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL 1 IS V-0' LONG NOMINAL SHEAR PANEL 2 15 11'-0' LONG NOMINAL KEY PLAN 10 m 30 40 �00° � v,Le oI Vl Fes+ ro ® c'�o W Z FBI coc z T� V g z a E­4m 0 p z W� 0 r. �a C/)cq s �1 i—i 0­4 cq cq �� e I w � Vl CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 wLn@ r ao m f— Lo a � oN, O J o a � ~ cn 00 w a N [L — Q Q F- W Z c) W m W W (L V Q 3: Q a O Z [Q Q lU < 0 � 1 1 � 1 3 14 2nd PLOOR SCALE:1/S' = 1'-0' 5 16 PLN-S2-FCD a 7 NOT FOR CONSTn"UCTION • 50 "Ag a, �w ©200L MARTIN ESPENLAUB EWGNEERWG 0 11 12 13 14 i5 16 17 18 PLAN NOTES 1 SLAB ON GRADE IS 4' CONCRETE, REINFORCED WITH 6x6-W1.4xW1A WUF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, FIBERMESH, AT 1.5 POUNDS PER CUBIC YARD, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOUDER FLOOR LEVEL IS 0'-0°, AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL IS ll'-2', UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. 4 2.5C INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. -i,-4„ LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS -1'-4- 5 INDICATES 8' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET S-IDI FOR REINFORCING. PROVIDE A CONTINUOUS 8'x16' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE 05 CONT, EACH COURSE, GROUTED SOLID, U.N.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET 6-1.01 FOR BEAMS OVER TYPICAL OPENINGS. 10 6 INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/55.01. N "I = _ _ _ _ _ _ _ = INDICATES 6' CONCRETE MASONRY UNIT BEARING WALL ABOVE. 8 INDICATES SPAN DIRECTION OF 8' PRECAST CONCRETE HOLLOW CORE PLANK. AT FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH roxro WI.4xWl.4 WWF, OR FIBERMESH CIS POUNDS PER CUBIC FOOT). 9 TOP OF TIE BEAM IS AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 29'-8' 2nd FLOOR 20'-0' ROOF 39'-4' 10 DBL-LI INDICATES (2) L6x6x1/2 REFER TO 5/65.02 D5L-L2 INDICATES (2) L8x6x1/2 (LLV) o it ("'_"') INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL IS TOP -1 OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. II �� 12 --- �- INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. N 'T-"' INDICATES TRUSS TYPE. SEE SHEET SIDI FOR TRUSS TYPES. SPACE TRUSSES AT 46' O.G. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS 1, 2,3 AND o 11/65.02. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR WALLS WHERE NOTED ON THE PLANS, 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS :•: OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER. 14 PROVIDE CONTINUOUS 12 GAGE 6' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) 010 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER 19/55.02, 15 ROOF DECK IS I' DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK IZCSV22 BY VULCRAFT w/ AN 5=0.130 1W AND I=0.0�3 IN 4 , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH 012 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 36/'1 PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER SPAN. 20 Iro 'COLABV' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE, 1-1 SEE SHEET 51.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRUSS TYPES. 18 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. N I 30 m 6 1.1 19 .PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DUr35, SHOW ALL OPENINGS ON SHOP DUGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED. 20 SHEAR PANEL INDICATES 6' METAL STUD SHEAR PANELS. SEE 10/95.04 FOR 1111111 PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL I IS 8'-0' LONG NOMINAL SHEAR PANEL 2 IS Il'-O' LONG NOMINAL uI r� 201 c SCALE- 1/5" = 1'-0' UALL ;TEND ACE HESE _L ND :E SE m 20 911 40 Iar CHK'D: I P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 10 m o � o o cn Q :i uj ~ 00 � d) W � Q Ill d) W 0 m ILw.4rK � �¢ Q O z [AQua o 1 is v y L m 4- d J J a, m 0 x 41 N U7 L. O M �Y rn a 011 N M M 0 0 N N 0 11 12 13 14 45 FRAMING: PLAN / I' P Ns�mv C1 NOT FOR CONSTR"UCT-ION LEFT SHOE Am p5w"r-Ao)tn/ ,-=t`_1n 1 12 3 14 5 C• 17 E 10 N 0 i II 20 i° 0 I I 30 0 LAN PLAN NOTES 1 SLAB ON GRADE IS 4' CONCRETE, REINFORCED WITH roxro-W1.4xW1.4 WWF PLACED IN THE CENTER OF THE SLAB, PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, FIBERMESH, AT 1S POUNDS PER CUBIC YARD, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL IS 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL 19 11'-2', UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. 4 2.5C INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. _1'-4' LOWER FLOOR LEVEL PERIMETER FOOTINGS -3'-S' INTERIOR FOOTINGS 5 X x xex x Six x X INDICATES 6' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET $1.01 FOR REINFORCING. PROVIDE A CONTINUOUS S'xl6' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE 05 CONT, EACH COURSE, GROUTED SOLID, UN.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET 51.01 FOR BEAMS OVER TYPICAL OPENINGS. 6 INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/55.01. 1=_______= INDICATES a"CONCRETE MASONRY UNIT BEARING WALL ABOVE. s / % INDICATES SPAN DIRECTION OF 8' PRECAST CONCRETE HOLLOW CORE PLANK. AT FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH fox& WI.4xWl.4 WWF, OR FI5ERME5H (15 POUNDS PER CUBIC FOOT). S TOP OF TIE BEAM IS AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 29'-5' 2nd FLOOR 20'-0' ROOF 39'-4' 10 DBL-LI INDICATES (2) L6x&xl/2 REFER TO 5/55.02 D5L-L2 INDICATES (2) L5x6x1/2 (LLV) 11 ( #'-#' ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL 15 TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. ci T_s 12 �- INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-O' INDICATES TRUSS TYPE. SEE SHEET 51.01 FOR TRUSS TYPES. SPACE TRUSSES AT 45' O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS I, 2,3 AND I1/55.02. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR WALLS WHERE NOTED ON THE PLANS. 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY `•:`' DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER 14 PROVIDE CONTINUOUS 12 GAGE 6' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) #10 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER IS/55.02, 15 ROOF DECK IS I° DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK 1.005V22 BY VULCRAFT w/ AN 5=0.130 1W AND I=0.013 IN , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH 012 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 36/1 PATTERN w/ (3) 012 TEK 5IDELAP FASTENERS PER SPAN. 16 'COLABV' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE. 11 SEE SHEET 51.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRUSS TYPES. 18 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 19 PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DWGS. SHOW ALL OPENINGS ON SHOP DWGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED. 20 SHEAR PANEL INDICATES 6' METAL STUD SHEAR PANELS. SEE 10/55.04 FOR PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL I IS V-0' LONG NOMINAL SHEAR PANEL 2 15 Il'-O' LONG NOMINAL NOTE: METAL STUD WALL - DOES NOT EXTEND TO OUTSIDE FACE OF WALL AT THESE LOCATIONS. NOTE: METAL STUD WALL - DOES NOT EXTEND TO OUTSIDE FACE OF WALL AT THESE LOCATIONS. NOTE: METAL STUD WALL - DOES NOT EXTEND TO OUTSIDE FACE OF WALL AT THESE LOCATIONS. NOTE: METAL STUD WALL - DOES NOT EXTEND TO OUTSIDE FACE OF WALL AT THESE LOCATIONS. SCALE- 115' = I'-0' PLN-S3-FCD 1 i L N G J <E%r FLAN ito 20 30 40 50 Z L* �b Q� W �w to Z We W 0404 z z a o Q z o Q 'j 1� U o. a a zEmOl L it L E N y .yi 0 I� 0co l E N N CH K'D: P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 Q m m o z O III "D J o Q L ~ N 00 � W a - Q Q F- w Z w 0 W m W (X Q 'd Q Q O z 111QW !r � MAPT N d L m 4- 0) J J m m 0 U N d L 0 U- rn It N M 00 M M 0 0 N N C 1 2 3 14 0 7 �t�IT-Al7 co 0 11 12 13 14 +5 16 17 18 N M m w N 30 a 1-1 PLAN NOTES 1 SLAB ON GRADE IS 4' CONCRETE, REINFORCED WITH 6x6-W1.4xW1.4 WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, FIBERMESH, AT 1.5 POUNDS PER CUBIC YARD, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL IS 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL IS 11'-2°, UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. 4 2.5C INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. -1,-4n LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS -1'-4- 5 INDICATES 5' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET 61-01 FOR REINFORCING. PROVIDE A CONTINUOUS 5'x16' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE "5 CONT, EACH COURSE, GROUTED SOLID, U.N.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET 51.01 FOR BEAMS OVER TYPICAL OPENINGS. 6 INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/55.01. INDICATES S' CONCRETE MASONRY UNIT BEARING WALL ABOVE. $ � 7 INDICATES SPAN DIRECTION OF S' PRECAST CONCRETE HOLLOW CORE PLANK. AT FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH 6x6 WIAxWIA WWF, OR FIBERMESH (lb POUNDS PER CUBIC FOOT). S TOP OF TIE BEAM IS AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4.' 3rd FLOOR 29'-6' 2nd FLOOR 20'-0' ROOF 3V-4' 10 DBL-LI INDICATES (2) L6x&xl/2 REFER TO 5/55.02 DBL-L2 INDICATES (2) LSx&xl/2 (LLV) 11 ( #'_p' ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL 15 TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. 12 i7 INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-"' INDICATES TRUSS TYPE. SEE SHEET 51.01 FOR TRUSS TYPES. SPACE TRUSSES AT 46, O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS I, 2, 3 AND 11/S532. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR WALLS WHERE NOTED ON THE PLANS. 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMNG. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER. 14 PROVIDE CONTINUOUS 12 GAGE 6' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) 010 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER 19/9-1502. 15 ROOF DECK IS 1' DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK I.005V22 BY VULCRAFT w/ AN 6=0.130 IN3 AND 1=0.013 IN4 , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH #12 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 36/'1 PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER SPAN. 16 'COLABV' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE. 11 SEE SHEET 51.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRUSS TYPES. 15 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN, IS PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DUGS. SHOW ALL OPENINGS ON SHOP DWGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED. 20 SHEAR PANEL INDICATES 6' METAL STUD SHEAR PANELS. SEE 10/55.04 FOR PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL 1 IS S'-0' LONG NOMINAL SHEAR PANEL 2 IS II'-O' LONG NOMINAL 1 d FL ®0 / R OF F /A M ING L /� LEFT SIDE RIGHT SfDE� .. SCALE:1/S' = 1'-0' PLN-53-FCD 62.0 N0 000, OCNSr"RUCUON�✓"' im I,:, r4 ®m �'z W 0I ice! 0 all N Z W e ITI 1.4 a 4 z w z � Q z w o> Mai d � m H d E L E­4 W � i�i TT �u E-4 E N 00 N NL +zl <<< G re ' �7AQC6 ", r `6+ Wo 40 50 CHK'D: P.M. :A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.: 15-1343-01 w B m o � O N J o Q ui �00 � W N a u Q d) W m ww Q w .4 Q � O Z tDQw i v N L w J v m O / is U, 61 0 LL M a M a 10 M co M M 0 0 N N 1 2 13 14 *5 16 E 11 12 13 14 i5 16 17 18 N N Ice 20 I 30 r N I II N 40 cV 0 PLAN NOTES 1 INDICATES 8' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET S8.0 FOR REINFORCING. PROVIDE A CONTINUOUS Vx16' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE 05 CONT, EACH COURSE, GROUTED SOLID, U.N.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET 51.01 FOR BEAMS OVER TYPICAL OPENINGS. 2 = _ _ _ _ _ _ _ = INDICATES S' CONCRETE MASONRY UNIT BEARING WALL ABOVE. 3 INDICATES SPAN DIRECTION OF 8' PRECAST CONCRETE HOLLOW CORE PLANK (NO TOPPING AT ROOF SLABS). 4 PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DWGS. SHOW ALL OPENINGS ON SHOP DLLGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED. 5 TOP OF TIE BEAM 15 AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 29'-8' 2nd FLOOR 20'-0' ROOF 39'-4' ro DBL-LI INDICATES (2) L6xrox3/5 REFER TO 5/S5.02 D5L-L2 INDICATES (2) LSx6x1/2 (LLV) 1 ( "'-"' ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL IS TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. S -1/ T a 7 INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-1" INDICATES TRUSS TYPE. SEE SHEET 61.01 FOR TRUSS TYPES. SPACE TRUSSES AT 4V O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS 1, 2, 3 AND 11/55.02. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS. 9 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER 10 PROVIDE CONTINUOUS 12 GAGE 6' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRU55ES WITH (2) 010 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER 19/S8.2. 11 ROOF DECK IS 1' DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK 1.006V22 BY VULCRAFT w/ AN 5=0.130 IN3 AND I=0.013 INd , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND SENT PLATES) WITH 012 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 3! /'I PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER SPAN, 12 SEE SHEET 51ZI FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES. 13 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 14 SHEAR PANEL INDICATES 6- METAL STUD SHEAR PANELS. SEE 10/55.04 FOR PANEL CONSTRUCTION AND ATTACHMENT, SHEAR PANEL 1 16 V-0' LONG NOMINAL SHEAR PANEL 2 15 11'-0' LONG NOMINAL fgoof= SCALE: 116' = 1'-0' MIN PLAN sti I u E <9"r PLAN I2ICIwIr SIQB 10 0491 1691 40 Zc ® uZ co w m 0-4cjD to z� 1� a Aw z co E--la a �a 1 y � y 00 N N CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15-1343-01 uj Q p � m @ � m G o I— ►ea Q � p O J o N Q � � 00 W to Q W �N [ } (Lry Q Q O Z Q p �5 1' I m 1 12 N 2 5 C 17 NOT FOR C O"NSTRUCTION to 0 11 13 14 *5 16 17 18 19 itf] m PLAN NOTES I X x xox x xox x x INDICATES S' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE MASONRY WALL REINFORCING SCHEDULE ON SHEET 68.0 FOR REINFORCING. PROVIDE A CONTINUOUS a'xl&' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE #5 CONT, EACH COURSE, GROUTED SOLID, UN.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET SIZI FOR BEAMS OVER TYPICAL OPENINGS. 2 INDICATES S' CONCRETE MASONRY UNIT BEARING WALL ABOVE. 3 / 7 INDICATES SPAN DIRECTION OF V PRECAST CONCRETE HOLLOW CORE PLANK (NO TOPPING AT ROOF SLA55). 4 PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DWGS. SHOW ALL OPENINGS ON SHOP DWGS. PROVIDE STEEL ANGLE HEADERS AS REQUIRED. 5 TOP OF TIE BEAM 15 AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 2131-51 2nd FLOOR 20'-0' ROOF 39'-4' D5L-Li INDICATES (2) L6x6x3la REFER TO 5/65.02 DBL-L2 INDICATES (2) L,$x&x1/2 (LLV) ( 0. -,*. ) INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL Is TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. 6 Z/ — T-0 ___7 INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-O' INDICATES TRUSS TYPE. SEE SHEET $1.01 FOR TRUSS TYPES. SPACE TRUSSES AT 48' O.C. MAXIMUM. ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS 1, 2,3 AND M/5502. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS, S SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER 10 PROVIDE CONTINUOUS 12 GAGE ro' WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) W SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER I9/S52. 11 ROOF DECK IS V DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK IOCSV22 BY VULCRAFT Lu/ AN 5=0.130 IN3 AND 1=0.0-13 IN 4 , OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH #12 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 36l-I PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER SPAN, 12 SEE SHEET 51.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES. 13 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 14 SPEAR PANEL INDICATES 6- METAL STUD SHEAR PANELS. SEE 10/5504 FOR 777777 ...... PANEL CONSTRUCTION AND ATTACHMENT. SPEAR PANEL 1 15 V-0" LONG NOMINAL 20 SPEAR PANEL 2 15 ]1'-0' LONG NOMINAL 7% 19 30 A 1-1 0 L 2- im 20 No' 40 CHK'D: I P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.:15— 343-011 < < 0 w ::3 Ln > < ui Of 0 U) N, w :3 W OL w > m w (L w w z • rn co 0 it 00 50 ROOF FRAMING FLAN 1 SCALE: 116' = V-0' FLN-SR-FC-D 522) I sLEFT SIDS �RfGI-IT StD N (0" T F 0 R CONSTRUCTION 10 11 12 13 14 *5 16 17 18 19 Q '71 V 4 5 16 7 1 C`4 to 20 o 30 it N o 40 0 04 II (00 II 00 50 PLAN NOTES I SLAB ON GRADE IS 4' CONCRETE, REINFORCED WITH &xro -Wl.4xWI,4 WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON 6 MIL VAPOR BARRIER, ON 4' CRUSHED ON 4' CRUSHED STONE, ON COMPACTED FILL IN LIEU OF WWF AT SLAB -ON -GRADE, F15ERME5H, AT 1.5 POUNDS PER CUBIC FOOT, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL IS 0'-0', AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL IS ll'-2', UNLESS NOTED OTHERWISE. THIS IS A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE WITH THE ARCHITECTURAL, PLUMBING, AND KITCHEN CONSULTANT DRAWINGS FOR EXACT SIZE AND LOCATIONS OF THE DEPRESSED SLABS. 4 (2 5C) INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS -1'-4- 5 SEE SHEET $1.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES. ro Kx xox x)(ex INDICATES VCONCRETE MASONRY UNIT WALLS. PROVIDE VERTICAL REINFORCING PER THE SCHEDULE ON SHEET $1.01. PROVIDE AN ADDITIONAL 05 VERTICAL IN THE FIRST CELL EACH SIDE OF OPENINGS, AT CORNERS, INTERSECTIONS, AT THE ENDS OF WALLS, AND WHERE INDICATED ON PLAN WITH A 'DOT'. EXTEND ALL REINFORCING FULL HEIGHT OF WALL. DOWEL ALL REINFORCING INTO FOOTINGS AND TIE BEAMS. GROUT CELLS SOLID AT REINFORCING. 010- INDICATES CONTROL JOINT IN 12- c:oNc:f;Rr=TE RETAINING WALL PER 21/65.01. INDICATES THE LOCATION AND EXTENT OF FLOOR DRAINS. COORDINATE FD WITH THE ARCHITECTURAL, PLUMBING, AND KITCHEN CONSULTANT DRAWINGS FOR EXACT SIZE, LOCATIONS AND SLOPES OF THE FLOOR DRAINS, SLOPE DOWN TO DRAINS, MIN 1/4"/FT. cj SHEAR PANEL INDICATES 6- METAL STUD SHEAR PANELS. SEE 10/65,04 FOR PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL 1 19 V-0' LONG NOMINAL SHEAR PANEL 2 15 IF-0' LONG NOMINAL 10 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN, FOOTING SCHEDULE MARK SIZE DEPTH REW (BOTTOM, UND.) REMARKS. 2C 2--0' x CONT 12- (2) S CONT 2_5C 2'-6' x CONT 12- (3) *5 CONT (-3c) 3'-0' x CONT 12' (4) 05 CONT 3'-6' x CONT 12' (4)'-, CONT 4C 4'-0' x CONT 14' -5 CONT, -5 9 Iro' O.C. TRANS (4:5C 4'-6' x CONT 14' (5) S CONT, -5 e Iro' O.C. TRANS —5- El F> 5'-6* x CONT 16 ° (ro) -5 CONT, S w 12 O.C. TRANS 13'-0' x CONT 12' SEE 1615502 13'-0' x CONT 12' SEE 13/55Z3 (IAT 1'-4' x CONT 5. (2) 05 CONT NOTE I 3T 3'-0' x 3--0' 12- (4) S EACH WAY NOTE 1 4T 41.0. x 4'-0' 12, (5) 05 EACH WAY NOTE I 3 > 3 _O' x 3--0' 12- (4) -_, EACH WAY 03_.57) 3,-6, x 3'-6' 12' (4) 05 EACH WAY CD 4'-0' x 4'-0' 12' (5) 05 EACH WAY 4_5 4.-6. x 4'-ro' 12' (5) -5EACH WAY <55 5I_ r,- x I r, - (6) S EACH WAY ro > ro--O' x 6'-0' 16° (ro) -,& EACH WAY 66 &,-&, x &,-&, 15, (&) 06 EACH WAY 1'-0' x 1' -0, 20' (1) % EACH WAY I'-4'DIA TO FROST NONE NOTES: I 'T" TYPE FOOTINGS ARE THICKENED SLAB FOOTINGS PLACED MONOLITHICALLY WITH THE SLAB ON GRADE. ALL OTHER FOOTINGS ARE INDEPENDANT OF THE SLAB AND SHALL BE PLACE PER THE PLAN NOTES. PLAN NOTES I SLAB ON Gf;ZAI--)E 16 4' CONCRETE, REINFORCED WITH 6x6-WI.4xWI.4 WWF PLACED IN THE CENTER OF THE SLAB. PLACE SLAB ON & MIL VAPOR BARRIER, ON 4' CRUSHED STONE, ON COMPACTED FILL. IN LIEU OF WWF AT SLAB -ON -GRADE, F-15ERMESH, AT 1.5 POUNDS PER CUBIC YARD, MAY BE USED. 2 TOP OF SLAB ELEVATION AT LOWER FLOOR LEVEL 15 0'-0% AND TOP OF SLAB -ON -GRADE ELEVATION AT THE MAIN FLOOR LEVEL 16 ll'-2', UNLESS NOTED OTHERWISE. THIS Is A REFERENCE ELEVATION ONLY. SEE THE CIVIL/ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL. 3 SHADING AT SLABS INDICATES THE EXTENT OF DEPRESSED SLABS. COORDINATE w/ THE ARCHITECTURAL AND PLUMBING DRAWINGS FOR THE EXACT SIZE AND LOCATIONS OF DEPRESSED SLABS. 4 2 5C INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. TOP OF FOOTING ELEVATIONS ARE AS NOTED BELOW, UNLESS NOTED THUS. GI'-4D LOWER FLOOR LEVEL PERIMETER FOOTINGS INTERIOR FOOTINGS -1'-4- 5 )< x xox x xox 77 INDICATES 5' CONCRETE MASONRY UNIT BEARING WALL BELOW. SEE- MASONRY WALL REINFORCING SCHEDULE ON SHEET 51.01 FOR REINFORCING, PROVIDE A CONTINUOUS 6'xl6' CMU TIE BEAM AT THE TOP OF ALL CMU WALLS. TIE BEAM SHALL CONSIST OF TWO KNOCK -OUT COURSES WITH ONE #5 CONT, EACH COURSE, GROUTED SOLID, UN.O. REFER TO BEAM OVER OPENINGS SCHEDULE ON SHEET 6101 FOR BEAMS OVER TYPICAL OPENINGS. 000 INDICATES CONTROL JOINT IN IN 12' CONCRETE RETAINING WALL PER 21/55ZI. --------- INDICATES 8' CONCRETE MA50NRY UNIT BEARING WALL ABOVE. 7 INDICATES SPAN DIRECTION OF 5' PRECAST CONCRETE HOLLOW CORE PLANK. AT FLOORS ONLY, PROVIDE 2' THICK CONCRETE TOPPING AT ALL HOLLOW CORE FLOORS. REINFORCE TOPPING WITH &xi& WI.4xWI.4 WWF, OR P15ERMESH (1_5 POUNDS PER CUBIC FOOT), TOP OF TIE BEAM 19 AS NOTED BELOW. UNLESS NOTED OTHERWISE, BOTTOM OF HOLLOW CORE PLANK AND TOP OF STEEL EQUAL TOP OF TIE BEAM ELEVATIONS. MAIN LEVEL 10'-4' 3rd FLOOR 29l-8l 2nd FLOOR 201-01 ROOF 39'-4' 10 DBL-LI INDICATES (2) L6x6xII2 REFER TO 5/65Z2 05L-L2 INDICATES (2) L6x6xl/2 (LLV) 11 INDICATES TOP OF STEEL ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL IS TOP OF TIE BEAM (BOTTOM OF PLANK) ELEVATION. T-# 12 1- — — — — — — — 7 INDICATES SPAN DIRECTION OF PRE-ENGINEERED LIGHTGAGE METAL TRUSSES. 'T-O' INDICATES TRUSS TYPE. SEE SHEET 61.01 FOR TRUSS TYPES. SPACE TRUSSES AT 48' O.C. MAXIMUM, ATTACH TRUSSES TO HOLLOW CORE PLANKS AS INDICATED IN SECTIONS 1, 2,3 AND 11/55.02. SUCH CONNECTIONS SHALL BE PROVIDED EACH END OF TRUSS AND OVER CORRIDOR WALLS WHERE NOTED ON THE PLANS. 13 SHADING AT ROOF TRUSSES INDICATES THE EXTENT OF PRE-ENGINEERED ROOF TRUSS OVERFRAMING. PROVIDE ROOF DECK UNDER TRUSS OVERFRAMING, UNLESS SPECIFICALLY DESIGNED AND DETAILED OTHERWISE BY THE TRUSS SPECIALTY ENGINEER. 14 PROVIDE CONTINUOUS 12 GAGE &'WIDE (TWO 3' LEGS) BENT PLATES AT ALL ROOF RIDGES, HIPS, VALLEYS, AND CHANGES IN ROOF SLOPE. ATTACH EACH LEG OF BENT PLATES TO ROOF TRUSSES WITH (2) -10 SELF -DRILLING SHEET METAL SCREWS. AT CENTER RIDGES (MID SPAN OF TRUSSES AND OVERFRAMING) PROVIDE FRAMING PER IS/65.02. 15 ROOF DECK IS I' DEEP 22 GAGE GALVANIZED SLOT VENTED METAL DECK I.00SV22 BY VULCRAFT w/ AN 5=0.130 IN3 AND I = OZl 3 [N4 OR APPROVED EQUAL. ATTACH DECK TO ALL SUPPORTS (TRUSSES AND BENT PLATES) WITH #12 SELF -DRILLING SHEET METAL SCREWS SPACED IN AT 36l1 PATTERN w/ (3) 012 TEK SIDELAP FASTENERS PER- SPAN, I& "COLA5v' INDICATES STEEL COLUMN ABOVE. SEE FRAMING LEVEL ABOVE FOR SIZE. 11 SEE SHEET 51.01 FOR GENERAL NOTES, BEAM AND COLUMN SCHEDULES, AND TRUSS TYPES. 16 SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. IS PRECAST PLANK MFG. TO COORDINATE LOCATION AND SIZES OF ALL FLOOR/ROOF PENETRATIONS WITH MECH., PLUMBING, AND ARCH. DWGS, SHOW ALL OPENINGS ON SHOP DWIGS, PROVIDE STEEL ANGLE HEADERS AS REQUIRED, 20 SHEAR PANEL INDICATES ro' METAL STUD SHEAR PANELS. SEE 101S5.04 FOR 1 1 1 1 1 1 1 1 1 1 1 1 PANEL CONSTRUCTION AND ATTACHMENT. SHEAR PANEL 1 16 V-0' LONG NOMINAL SHEAR PANEL 2 IS ll'-O" LONG NOMINAL ATTACHMENT OF COOLING TOWER TO BEAMS AS REQUIRED BY COOLING TOWER MANUFACTURER ATTACH STEEL BEAM TO CONC WALL w/ (2) 3/6' DIA, x -I ' EMBED x 3' HOOK GALV A.B. WITH GALV. WASHER AND NUT AT 4'-0' O.C. (PROVIDE 2 EACH END ro' FROM END OF BEAM) 12' CONIC FND WALL w/ 04 AT Iro" O.C. VERT, AND #5 Q li'o' O.C. HORIZ. EACH FACE- DOWEL TO FTG WITH 04 AT Iro' O.C, WITH MIN 48 BAR DIA LAPS ---"--(2) BARS CONTINUOUS AROUND PERIMETER SLAB EDGE TURNDOWN f 1� SCALE: 3/4' = 1'-0' SCALE: ]/V = 1'-0' AT SCALE: 116' = 1'-0' COOLING TOWER - SEE MECHANICAL DRAWINGS WroxI2 BEAM 122 POT DIP GALVANIZED —V NON -SHRINK GROUT 1�_04 V BARS AT Iro' ON CENTER CONT UNDER BEAM • 11 11 1/4' THICK ASPHALT 4' CONCRETE SLAB SEE PLAN FOR - IMPREGNATED w/ eox(o-WI.4xWI.4 WWF DIMENSIONS NOT SHOWN b FIBER50ARD 15OLATION--� IN CENTER OF SLAB JOIN . T. TYPICAL. C14 Q F_ z 3° CLR Typ CONC. FTG. SEE PLAN 5UPORT DETAIL DTL-C:OOLTWR-FC;D ,52.1 V r4 LAN PLN-62-FCD LAN r 3 FLN-SF-FCD �52.1t • COOLING TOWER SUPPORT NOTES I THE DIMENSIONS SHOWN FOR THE COOLING TOWER SUPPORT WALLS ARE BASED ON INFORMATION PROVIDED BY THE MECHANICAL CONSULTANT. VERIFY ALL DIMENSIONS WITH THE MECHANICAL AND ARCHITECTURAL DRAWINGS. 2 COORDINATE THE LOCATION AND ORIENTATION OF THE COOLING TOWER SUPPORT WALLS AND SLAB WITH THE CIVIL AND MECHANIICAL DRAWINGS. 3 ALL STEEL BEAMS AND HARDWARE ARE TO BE HOT DIP GALVANIZED OR STAINLESS STEEL. Ir SCALE: 1/5' = 1'-0' vueau TE COGH. -SCALE: 1/5' V- 0' SCALE: 116' V-0' r------------ I ci ci C2D I I I Ci ci L----------------- 24'-0' T FLAN E;l PLN-COOLTWR_Fr_D_52.1 MINCz FLAN 2 T 4.5 F -If TYP (3) AT E -11 4 f=,ORT COCHERE SEE SHEET 92.11 FOR PORTE COCqERE IN D T I ON FLAN rl PLN--5F-FCD �52.1 1 30 <E%r PLAN --- L.2" SIDE RIGHT Vce C) co 1:4 �o ko 0 0 W-11 - w 1.4 UPIto to 0.4 E­4 C> z z E-4 CL4 4. Ue Q -le, as'4 "I j a � E­4 �42 in ii = 0 0 E--4 *--i pigC E-4 rk z z E-4 CHK'D: 7— P.M. : A. J. MEYER, JR. PEngr:C. F. ESPENLAUB, III PROJECT NO.: 15-1343-01 bi < w N, F_ < 0 73 6i C? Ln > I < 0 "1 00 :3 w z Its) - 5 w () w w I Oz lmlolLul I I Lj Pomm 0=1-frame ■ 501 @2001, MARTIN ESPENLAUS EWG 10 11 12 13 14 5 16 10 11 12 13 14 5 16 17 18 19 _ 6° GALV MTL STUDS AT fro' O.G. MAX TYP AT SEE ARCH DUrGS FOR - WASNERS EXTENT OF EXTERIOR SLABS 1 WALL BEYOND - SEE GENERAL NOTES ON SPT 57 01 1/8 I CONT WATER 1/6 1 TO TRACK 4' CONCRETE SLAB I t STOP TYP WALL BEYOND w/ &x(o-W1.4xW1,4 WWF ATTACH MTL STUD TRACK TO GONG IN CENTER OF SLAB i j 4 CONC SLAB FND WALL w/ 1/2' DIA. x -I ' EMBED x d I I 4 SENT BAR DOWELS TO MATCH CMU L4x4x1/mot• w/ 1/2' DIA 3 NOOK GALV A.B. AT 32 O.C. (MIN 2 -SEE PLAN • PER PIECE, 12° FROM ENDS) - 5 CONT AT 24' OC AT WALL REINFORCING - 1 I ANCHOR BOLTS PROVIDE PL3x3x1/8 GALV WASHERS x x x x x x PERIMETE LAP MIN 48 BAR DIA AT 24'' O_C. - COORD AT A.B. x x x x x x x x— ? �- LOCATION w/ ELEV • too' o 0o cP ° o °o / / / 8' ° o MFG/INSTALLER \/\\ \\/ 1/4 THICK ASPHALT — - \/\/\//// //Y//////�� /��/�\\ o 0 1 1/2'x3 1/2' -IMPREGNATED ° , cl FIBERBOARD ISOLATION ��/� ��\\/�\\\/��\�/`` • CONT KEYWAY . S CONC FND WALL w/ 1*4 JOINT_ TYPICAL. //\\j\\ �\ COORD SIZE AND LOCATION /j�/jam 0 0 AT I&o O.C. VERT, AND UJ 8 ���\��\ OF SUMP PIT w/ ELEVATOR //\\j/\\j Q+ oo OB, Is Igo' O.C. HOR(Z. - \��� MFG/INSTALLER DOWEL TO FTG WITH •4 AT 16' O.C., WfTH MfN 48 @ • x x x— x x X_ . 8' CONC WALL BAR DIA LAPS Z SEE 1/55.01 FOR INFO w/ 04 AT 12' 1 L IL / NOT GIVEN (MAX) EACH I �, /\/ WAY CENTERED DOWELS TO MATCH a \//\\//\\ • (N WALL. VERTS SIZE AND CONT WATER SPACING AND SOP P ��ttqq CONC. FTG, SEE PLAN CONC_ FTG. SEE PLAN LAP 30 BAR DfA Q z V m (3) "5 EACH WAY 1 "0. o 'Z w o Z if if11/2 x3 1/2 TOP AND BOTTOM 1'-0' (TYP- UN.O.) CONT KEYWAY IN THE PLUG a a a 3' CLR TYP 3" CLR TYP 3' CLR TYP CONT WATER 10 STOP TYP----'10 e o • • • e e • � = � w a rn N TYf= PERIMETER FND TY IGAL INTERIORTYPICAL FERIMET 12' THICK CONC SLAB COORD SIZE AND DET AT �� STUD WALL5 � ® � I 1 �t DETAIL f � K"2 L L O w/ •5 BARS AT 12" O.G. LOCATION L ELEVATOR EACH WAY TOP MFG/INSTALLER SCALE: 3/4' = 1'-0' C.�5.�1 SCALE: 3/4' = 1'-0' '(�, SCALE: 3/4' = 1'-0" C..�1 AND BOTTOM cq e �+ �z �z �� I � GV "o SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS A A A T F E L EVA Flar, 5ECTION STOP GROUT MINI 1/2' BELOW TOP SEE PLANS AND PLAN NOTES OR I� OF UNIT IF POUR 15 STOPPED FOR LOCATION OF GROUTED CELLS SCALE: 3/4° = I'-0° Cv5.01 u N H MORE THAN ONE POUR 0 1 H 48 BAR DIAMETER LAP SPLICE Q I CI TYPICAL MAX HEIGHT OF LIFT = 5'-0°. T MAX PEIGPT OF POUR = 8'-0% WAIT 3 TO 5 MINUTES AND CONSOLIDATE Q I �1 WITH FLEXIBLE CABLE VIBRATOR RECONSOLIDATE LATER BEFORE N I H ? LAY UP NEXT 4'-0" OF WALL AFTER COL c° PLASTICITY IS LOST. WAIT MINIMUM 1�� 1-1 - � LOWER SECTION 16 GROUTED 30 MINUTES BEFORE PLACING NEXT LIFT, SEE PLAN FOR COLUMN SIZE I I GROUT TO CONFORM TO 45TM G4-16, GROUT TO CONFORM TO ASTM C41Co. i I SUBMIT MIX DESIGN FOR REVIEW. SUBMIT MIX DESIGN FOR REVIEW. 1 1 1/4 MAXIMUM AGGREGATE SIZE = 3/8°. BASE PL3/4x12x12 w/ I 1 CONC. COL. CONTROL WALL BEYOND MAXIMUM AGGREGATE SIZE = 3/5'. (4) 3/4° DIA ANCHOR I I SEE PLAN CONT DOVETAIL SLOT JOINT. SLUMP = 8° TO 10°. DO NOT SLUMP = 8° TO 10'. DO NOT BOLTS (8' EMBED + I i SEE TYPICAL FOR SIZE W/°S GAGE TIES AT USE SAME MIX AS USED FOR TIE USE SAME MIX AS USED FOR TIE 3° HOOK) I I COLUMN ISOLATION 4 REINF l�o O.C. VERTICAL WWF 20 BEAMS. BEAMS, JOINT DETAf -TYP PROVIDE CLEAN OUT POLE MINIMUM x x X— i I —X X X DOWEL TO MATCH 20 SIZE 3°x 3°. ALL OVERHANGING MAXIMUM LIFT = 4'-0° VERT REINF SIZE x x� x x x x i I AND SPACING - SEE FOUNDATION PLAN MORTAR AND DEBRIS TO BE REMOVED ��/i��ii��/ice/i�/iy I I ��/ice/ii�/\�''� LAP MIN 48 8AR AND, OR, FOOTING �. �. .� ° SCHEDULE F FOOTING I I 5 ED LE OR FROM INSIDE THE G WA S. 5 AL IAM T R E E ELL LL E / D EERS\\\\\\\I\\\\\\ 1 NON SHRINK GROUT I � ��j 2 SIZE AND REINFORCING_ PRIOR TO GROUTING, BUT AFTER I / INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS ' SET SUFFICIENTLY TO WITHSTAND CONC. FTG. SEE PLAN NOTE: THE PRESSURE OF THE GROUT. WAIT v ' • CONC_ COL. DO NOT GROUT UNTIL MORTAR PAS NOT LESS THAN 24 HOURS. ` SET SUFFICIENTLY TO WITHSTAND • • • • ' SIZE VARIES • SEE PLAN FOR (SEE PLAN) .:• ' '.' THE PRESSURE OF THE GROUT, WAIT - - • - ' ' FOOTING SIZE NOT LESS THAN 24 HOURS. A INF - AND RE N TYP. TYPIHIGHIt"T T­T-l=lC:AL JO-o"INT ; d 4-p w f5"'CTIC"NSE---Tl---NK'&�' I iC�ETAILfrl M SCALE: NTS SCALE: NTS ° ° SCALE: 3/4 = 1 -0 SCALE: NTS , SCALE: NTS , , 1 SCALE: 3/4 = 1 -0 1 1 TRELLIS BEAMS JOISTS LEDGER AND ;t ...... CONNECTIONS TO STRUCTURE BY TRELLIS t �f� �����4��0�a',,` o COLD JOINT w/ 01 -1 1 1/2 °x3 1/2' CONT MANUFACTURER II KEYWAY W d 00 M o d) (L STAIR STRINGER 48 BAR DIA 2'-8° CHK'D: o x x_AND CLIP ANGLE LAP (MIN) (MIN) P.M. : A. J. MEYER, JR. ^' x BY STAIR MF o x_ ---•-x x a c� `r PEngr:C. ESPENLAUB, III I L W PROJECT NO.:15-1343-01 CONTROL JOINT - BAR D(A X _ d Z (TYP) LAP CMIN) y Vo GA METAL STUD BLOCKING w 1 p (2)-3/4'DIA 0 Q 0 Q� EXP BOLT N �, PT 4x4 WOOD POST 30 h" 6' JOINT TO BE TOOLED ����j/��j/��j/w/ SIMPSON ABE44 BETWEEN DGER ATTACHMENT. LL STUDS 4TP�TAGNLL(S 30 0 0 � OR SAW -GUT AND Z Z p 3°(MIN) TYP CONCRETE /�; ���j POST BASE w/ 1/2' W o ONTROL J"INT FILLED WITH LIQUID 1/S° 0 �- DIA A.B. (,' EMBED) BLOCKING WITH 12 GA CLIP ANGLES < u-- r-- --� COVER ON ALL STEEL. LolWITH (4) 10 SCREWS. Q POLYMER JOINT SEALANT t- .4 W 10° 0° 1 TYP x x x x x x x SEE PLAN FOR / �/ \ �� �� �/� FTG POST SPACING %� w i i i \o oaoo ° \%�%�!�� THK R=�.OE,55ED 5LA5 ]!"'� N N / X \ �� 3 CLR. / �j/ice// I, 1 I TYP. .������ SCALE: 3/4' = 1'-0' � � I _ _�� 1 .� _ W 1/4' THICK ASPHALT- %\%\\%\\%\\/� 3'CLR SEE ARCH en Q- CUT ALTERNATE IMPREGNATED FIBERBOARD (2)#5 CONT_ TYP. 12' CMU WALL w/ a DWGS z W = WIRES AT JOINT 1'-4° 48 BAR DIA _'• :'::' 0 D w o d VERT 6 48 O.C. cc) � d x x__x\�c LOCATION LAP (MIN) CONT KNOCK -OUT Q SOLID- ... 17 \/�\ I i'� CONTTROL COURSE CONT, o �/�/ // // _ _ -' ON , GROUTED S v � I :,:.:.:.:: :. AT TOP OF WALL (s) (L 1 6• 150LATION JOINT rl 3�� a LA5AT 5T!"rt I � 4 FOOTIN [2ETAIL � SEE ARCH DWG FOR TYPICA 6TEFFED n W � f� JOINT 5ECTIONrl 2.. SCALE: NTS �, SCALE: NTS C�, SCALE: NTS STONE VENEER x x m ECE-55EDSCALE: NTS C.�1 77 • o o } m SLAB -ON -GRADE ONLY 5LA5 rl 1/\/\/ /\/\/\/ \\ \\ \\ / // / SEE FOUNDATION PLAN FOR LOCATION OF CONTROL \\/\\/\\/\\/ : - \\/\\/\\/\\/\\ ,/////////// /\\/\\/ ory JOINTS. SPACING NOT TO EXCEED 25'-0' FROM / / / / .' / / / / \ \\ \\ \\ /\//\ z tQ p o SCALE: 3/4' = 1'-0' �� CONTROL JOINT TO CONTROL JOINT TYPICAL. SEE 1/55.01 FOR INFO 15 DOWELS w/ NOT GIVEN 30' LAP SPICESANN \\\j\\/ =' /\\/\\/���/ • o E CONTEMBEDSCAN 2 EXP JOINT SEE 1/55.01 FOR GRATE - NOT SHOWN) 11 INFO NOT SHOWN COORD w/ MECN DWGS d Z C14%,/%,/%,/%,/ 01 0 E LL ii • W w SEE PLAN FOR ro° CONC FND WALL w/ cA 40 CAST -IN -PLACE *4 AT Iro' O.G. VERT, r x x REfNFFTG IZE AND 40 EXPANSION JOINT XX = COORD DIMEN NJ AND •5 '� l�o° O.C. HORfZ. d •ta COVER - SEE w/ ARCH DWG5 - DOWEL TO FTG WITH "4 4 CONC SLAB ARCH DUGS ° AT Igo° O.C., WITH MIN 48 . - SEE PLAN 0' \/\/\/\/ \/ ._ 2 E.J. 1/4 THICK ASPHALT\�\�\/\\ \\�� BAR DIA LASS \\//\\\// . 'U° STIRRUPS - IMPREGNATED i\/\ \ X FIBERBOARD ISOLATION •/// 3/4" CHAMFER-- 4' XX XX 4° // �' /\\�lro° w/ 12° NOOKS TYP X JOINT. TYPUI,CAL. o° o° ° o° /\\% TYPICAL /\/\ /.� GO_ N'T TYP/\\ \\ \\ TYP - ('I) x x x T .L.L I. TAILK16 -x x- SCALE: NTS COORD DIM OF CURB DRAIN a WASHERS W/ARCH �- I \ \ /\\ \ \ \ \ \ \ \ \ �� /i / / \ \ �\ . • 4 MECN DWG'S 12" CONC RETAINING c�\/%\/%\/%\%\/%\/%\/%% WATERSTOP WALL SEE PLAN FOR \\\\\/\\//\\//\\//\\//\\//\\//\\//\\// REINFORCING. INTERRUPT �-- —� CONC. FTC. SEE PLAN i 1/2'x5 1/2' CONT 50% OF REINFORCING U \��\N�\�/�\��\��/�\/��\/� . • e . . e • • • • • • KEYWAY AT JOINT T o lu 3' CLR TYP 3' CLR TYP ' CONC. FTC. SEE PLAN EX*wmwAN51ON JOINT illEX AN5ION JOINT IN TY I CAL IMT"o'CONT OL JOINT IN. - p 5LA5—CN—G"`ADESLR mu7105'_�""00T f1 CDETAIL i`� WA5HE"Rk�� /Oi I1�1 TAINING .ALL 2i SCALE- 1 1/2' = 1'-0' �) SCALE: I" = 1'-0' C. .01 SCALE: 3/4' = 1'-0" � /11, SCALE: 3/4' = 1'-0' Ah� SCALE: 3/4' = 1'-0' ii N 00 NOT FOR 50 CON6,jL,uucrrlION 50 10 11 12 13 14 T5 16 17 18 Ig 0 11 12 14 5 16 17 18 19 10 i°� II 30 �1 O II CN 40 0 ATTACH TRUSS TO PLANK PRE-ENGR'D LIGWTGAGE PER 1"1/6502 ROOF TRUSSES AT 451 O.C. CONT L3x3xl2 GAGE w/ 04 NCONT (2)012 SCREWS AT EACH TRUSS PRE-ENGR'D III MTL STUD WALL (im 16' O.0 MAX) - CONNECT TO HOLLOW CORE PLANK w/ CLIP ANGLES THAT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN PLANK AND STUD WALL - DESIGN BY MTL STUD SPECIALTY ENGINEER - SEE GENERAL NOTES ON SHEET PRE -ENGR'D I_ STUE (1@ Iro' O.0 MAX) - CONNE HOLLOW CORE PLANK wl ANGLES THAT ALLOW FOP DIFFERENTIAL MOVEMENT BETWEEN PLANK AND 5Tt WALL - DESIGN BY MTL SPECIALTY ENGINEER GENERAL NOTES ON SHEI #4 `PROVIDE EITHER a' MIN CONT GROUTED VOIDS (w/ S CONT) OR a' MIN SOLID PRECAST CONIC AT EDGE OF PLANK AT EXTERIOR WALL -TYP PRE-ENGRD ro'MTL STUD WALL (,m Iro' O.C, MAX) - CONNECT TO HOLLOW CORE PLANK w/ CLIP ANGLES THAT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN PLANK AND STUD WALL - DESIGN BY MTL STUD SPECIALTY ENGINEER - SEE GENERAL NOTES ON SHEET 61.01 T f ON 1 SCALE- 3/4' = 1'-0° TOP SCALE.- 3/4' If 2'CLR 10' O.C. VERT 4 *4 lro'O.C. HORIZ SEE ARCH/Clv[L DUGS FOR WATERPROOFING AND DRAIN I 1/2'x5 1/2' CONT KEYWAY Xo x *5 'm Iro' TRANSVERSE #4 -s fro' CONT i\jU 3'CLR / \�\ \\j\\ �_i TYP SCALE. 3/4' 1'-0' 11 'HER 0' MIN CONT )IDS (w/ 05 CONT) )LID PRECAST GE OF PLANK AT ALL -TYP /S501 FOR I INFO :-S -3 4V w/ 414 x 24' i DOWEL IN GROUTED EL 10'-4" AFF `4 U-BAR AT III O.C. 12' PRE-ENGR'D LIGWTGAGE - ROOF TRUSSES AT 45l O.C. 8' PRECAST HOLLOW CORE PLANK #4 COI` SEE 1/55Z2 FOR INFO NOT SHOWN TYPICAL TIE BEAM #4 CONT BENT FL3x3x12 GAGE w/ (2)012 SCREWS AT EACH TRUSS GYPSUM SHEATHING PER ARCHITECTURAL PRE-ENGR'D LIGWTGAGE - DRAWINGS - PROVIDE TRACK ATTACHED ROOF TRUSSES AT 45' O.C. TO CONT TS BETWEEN TRUSSES AND VERTICAL INFILL STUDS AT III O.C. ATTACH STUDS TO TRACK AND BENT PLATE WITH #12 SCREWS AND TRACK TO TS w/ 0.145' DIA POWDER ACTUATED FASTENERS AT III O.C. ATTACH TRUSS TO PLANK PER 1-1/55.02 ATTACH MTL DECK TO CONT T6 w/ 0.145D IA POWDER ACTUATED 1 FASTENERS AT 6' O.C. SECTION r 2 SCALE- 3/4' = 1'-0' LS AT 45' O.C. 7ED KEYWAY E 24' ­—:1-5 TO MATCH a� azlzllli Myr imi IIII Ill lire A #4 0w IV O.C. VERT 4 #4 6 Iro" O.C. HORIZ 2 T54x2xl/4 CONT w/ 3/4" DIA (5" EM5El A.B. AT 45' O.C. M,4 GROUT PLANK CEL SOLID FOR 12' LENS CENTERED ON EAC BOLT TYP. 5' PRECAST HOLLOW CORE PLANK SECTION 3 SCALE: 3/4" = 1'-0' '"4 CON *4 DOWELS AT 45" O. IN GROUTED <EYWAI OR CORE 24' TYPICAL TIE BEAM MERRIER RT REINF. LAP AT CMU, AND MIN 24' INTO ELOW IELS AT 40" O.C. *4 DOWELS AT 45' O.C. (MAX) UTED KEYWAY IN GROUTED KEYWAY OR C-'-� RE MIN ONE PER PLANK 24' 24' EL 10'-4' AFF if EL 10'-4' AFF -BAR AT fro' O.G. *4 U-BAR AT fro 12' 12' CONT BENT PL3x3xl2 GAGE w/ (2)012 SCREWS AT EACH TRUSS SEE 2/55.02 FOR ADD'L INFORMATION ATTACH TRUSS TO PLANK PER M/65-02 ATTACH MTL DECK TO CONT TS w/ 0.145' DIA POWDER ACTUATED FASTENERS AT 6' O.C. ECTION K13 SCALE: 3/4' = 1'-0 III CMU PILASTER BLOCK COLUMN WITH (4) #5 VERTICAL AND #3 TIES AT a' O.C. 'RE-ENGR'D LIGHTGAGE - LAP VERT BARS WITH *lTL TRUSS CHORD AND WITH DOWELS 45 BAR DIA UE5. MIN - AT IaA PROVIDE V SHAPED CONCRETE COLUMN WITH REINFORCING PER CONC COL SCHEDULE ON 61.01 X x X,//\�\//\// ::.. X N 1, z ALTERNATE METHODS OF CONNECTION, SUCH AS WELDED CLIPS, BOLTED CLIPS, SCREWS, ETC. MAY BE USED WHEN APPROVED BY THE STRUCUTRAL ENGINEER OF RECORD. SUBMIT PROPOSED ALTERNATE CONENCTION5 WITH THE PRE-ENGINEERED TRUSS SHOP DRAWINGS FOR REVIEW. ryf= LIGH 'I 755 TO I SCALE.-1 1/2' = 1'-0* 13 :)WEL5 TO MATCH VERT REINF. LAP 30' AT CMU, AND `.ND MIN 24' INTO BELOW GROUT CMU COLUMN SOLID CONIC FTG - SEE PLAN PE METAL POSTE CO PE=.E 17S ­* N< CONN ri FOOTING DETAIL IS 8 SCALE: 3/4' V-0' �Jm 14 *5 *14 CONT 04 x 4'-0" LONG AT 45' O.C. IN GROUTED KEYWAY OR CORE T... - Al __-45 DOWELS W/ STD HOOKS TYPICAL TIE BEAM TO MATCH VERT. WALL REINFORCING (LAP 30 BAR DIA.) SECTION SCALE: 3/4' = 1'-0' 114 x 4'-0" LONG 45" O.C. IN GRC KEYWAY OR C( TYPICAL TIE 51 TYP IN" T00I SCALE. 3/4' = 1'-0' 04 X 45' LONG AT 45' 0 C IN KEYWAY OR BOTTOM OF NO TOPPING AT TOPPING ROOF SLABS 2 -6 J-1 ........... DOUBLE ANGLE SEE PLAN NOTES FOR SIZE. PROVIDE MIN. 4' 5RG EACH ENE) 6C`C f Off! SCALE: 3/4' = 1'-0' V 110 p- r_LLI r- a" CMU WALL ABOVE WHEN �WEI_5 TO MATCH r NOTED ON PLAN VERT REINF. LAP Ll _j 0' AT CMU, AND ND MIN 24' INTO BELOW 0 If -I 05 DOWELS (w/ 5TD HOOKS) 1 IJ Ll TO MATCH VERT WALL REINF 1/2' DIA x 5' LONG IF --li 17 F1 HEADED STUDS AT 01 KI 45" O.C. Li _j CONT IIIIIIII_PROVIDE O O O #4 DOWELS AT 45° O.C. IN -GROUTED KEYWAY MIN 2" OR CORE BEARING ON STEEL BEAM 24' T f N SCALE, 3/4' = V-0' �Jm PRE-ENGRD LIGqTGAGE - ROOF TRUSSES AT 48' O.C. 3 5/5" CSJ 20 GAGE STUD BLOCKING TO SUPPORT DECK EDGE. ATTACH EACH END W/ L2x2xl2 GAGE w/ (3) 012 SCREWS EACH LEG (NOT SHOWN) f N 10 SCALE: 3/4' 1'-0' , �_O 2 "I DOWELS TO MATCH CMU VERT REINF. LAP 111N 30' AT CMU, AND EXTEND MIN 24' INTO 1/2'DIA x 5" LONG TR P. P.- WALL BELOW HEADED STUDS AT 45° O.C. WHEN CMU rI= 5" CMU WALL ABOVE WHEN WALL ABOVE - GROUT U T I NOTED ON PLAN 'I DOWELS AT 45" O.C. (MAX) CMU SOLID AT STUDS LI d L I IN GROUTED KEYWAY OR CORE L_ -1 1 MIN ONE PER PLANK F' Li 24" 1 GROUT ALL VOIDS SOLID SOLID Ll PROVIDE MIN 4' AT STEEL BEAM L � r- - BEARING ON STEEL _x_ A I I F-I BEAM 01 Li EL 10'-4' AFF X_ I_ L___j _J x_x #4 U -BAR AT 16' O.C. 12" CONTRACTOR CONT L&x6>x3/5 - BRACE BEAM SEE ARCH DUGS FOR RIDGE VENTS (NOT SHOWN) PROVIDE MIN I"GAP BETWEEN STUD BLOCKING FOR VENTILATION WHERE RIDGE VENTS ARE NOT SHOWN ON ARCH. DRAWINGS PROVIDE A 3'x3'X12 GAGE BENT PLATE AT RIDGES PER THE PLAN NOTES. 1/4 V 2 SCALE. 3/4' = 1'-0' 3c 1/2' DIA x 5' LONG _LT 0- F-r- HEADED STUDS AT Li 45' O.C. WHEN CMU I I= rL -I VCMU WALL ABOVE WHEN WALL ABOVE -GROUT 17 1_1 F NOTED ON PLAN 40 ;\ CMU SOLID AT STUDS - r-- --4 -1 Oj DI rI J GROUT ALL VOIDS SOLID Lj PROVIDE MIN 4' AT STEEL BEAM L BEARING ON STEEL BEAM CONT Lrox&x3A5 CONTRACTOR - BRACE BEAM AS REQUIRED UNTIL PLANK ON 50T44 SIDES AND GROUTED IN PLACE. PRIOR TO GROUT BEAM MAY KICK OUT DUE TO ECCENTRIC LOADING 1/4 2 -row E (2� DECK SUPPORTSCT I ONSCALE: 314' = V-0" AT3/4IDCsE VENTS 7f;R 11-0111 SCALE; ' NOT FOR Ill CONSTRUCTION 16 17 18 19 00 00 Zo �4 to w CD - w U z xm ­4 z z zQ z Pao, m E-4 i PWI 04 = A U 11:1 0) cp E-I 0 EmI u =z " gft z 00 E­4 co CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. ESPENLAUB, III PROJECT NO.: 15-1343-01 Li < 0 ccl < z 0 w :3 > < ry ~ C/) N, u w � [L u Lu > mrn W LLI z Q o 14 *5 16 17 18 19 20 i1 II o 30 SEE 2/5502 FOR INFORMATION NOT SHOWN CONT BENT PL3x3xl2 GAGE w/ (2)"12 SCREWS EACH LEG EACH TRUSS _-"-METAL DECK SEE PLAN SEE 11/5!�.02 I SEE PLAN FOR SPLICE LOCATION COLUMN ABOVE WHERE INDICATED ON PLAN SEE 1 4 2/65.02 NO TOPPING AT ROOF 4 1/2' A POUR CONCRETE AROUND 7 7 7 .' - : : - .' : - : : - .' : - .' : - - ' : COLUMNS. FORM BOTTOM AS REQUIRED -X-��-" < <-x-x -X- X-11 -X-X- <NOC<-OUT COURSES, P CMU TIEBEAM - (2) ------------ EAC:q w/ (1) 05 CONT, OO GROUTED SOLID SEE 171/6-5-02 PROVIDE 3/5, STIFFENER N:ELEVATOR qOIST BEAM AS PLATE EACH SIDE OF BEAM f T, I I REQUIRED BY ELEVATOR I fl WHEN COLUMN ABOVE - TYP (L 11 SEE (o 4 1/55.02 1 SUPPLIER - CONNECT TO CMU w/ 11 - L3x3x1/4 x 5' LONG w/ (2) 3/4' DIA II STEEL BEAM ' II m BEAM mlww VIA ETURN 50T N CASE A CONN WHEN BEAM CL PAST FACE OF COLUMN CASE A .BEAM EMBED SIZE ANGLE SIZE 0 BOLTS WIO L5x5xl/2 x 12 w/ (3) N.S. EACH LEG L4x4x1/4 x & (2) W12 L5x5xI/2 x 12 w/ (3) H.S. EACH LEG L4x4xI/4 x 13 (3) W14 1­5xEA/2 x 12 w/ (3) N.S. EACH LEG L4x4xI/4 x S 3) w1ro L5x5xI/2 x Iro w/ (4) H.S. EACH LEG L4x4xI/4 x 12 (4) Wla L5x5xI/2 x 16 w/ (4) N.S. EACH LEG L4x4xI/4 x 1 (5) W21 L5x5xI/2 x 21 w/ (5) H.S. EACH LEG L4x4xI/4 x IS (6) W24 L5x5xl/2 x 24 w/ (5) H.S. EACH LEG L4x4xI/4 x 21 (1) ALL BOLTS ARE 3/4' DIA A325 BOLTS 1/4 PROVIDE qORIZSLOT9 FOR BOLTS, AND FINGER TIGHTEN NUTS H.S. = 1/2' D [A x 4' LONG HEADED STUDS CASE 5 CONN WHEN BEAM CL WITHIN 3' OF COLUMN EDGE CASE 5 BEAM EMBED SIZE PLATE SIZE • BOLTS WIO L5x5xI/2 x 12 w/ (3) N.S. EACH LEG F`L31ax4xro (2) W12 L5x5xI/2 x 12 w/ (3) N.S. EACH LEG PL3/Ox4x'B (3) W14 L5x5xl/2 x 12 wl (3) N.S. EACH LEG PL3/ax4x'B Wiro 1­5xEA/2 x Iro w/ (4) H.S. EACH LEG FL3/6x4xl2 (4) W15 - L5x5xI/2 x 16 w/ (4) N.S. EACH LEG PL3/6x4xI5 (5) W21 L5x5xl/2 x 21 w/ (5) N.S. EACH LEG F`L3/ax4xl6 (6) (7) EXP BOLTS (4 1/4 EMBED) AND . I W24 L5x5xI/2 x 24 wl (5) H.S. EACH LEG PL3/ax4x2i TO BEAM uj/ (2) 3/4' DIA BOLTS SEE PLAN 7 [7 CASE C CONN WHEN BEAM CL NOT NEAR COLUMN EDGE IN qORIZ SLOTS ALL BOLTS ARE 3/4' DIA A32�, BOLTS STEEL COLUMN T� PROVIDE qORIZ SLOTS FOR BOLTS, AND FINGER TIGHTEN NUTS PLI/4xB EACH 51DE SEE PLAN 4 ' ' TIE BEAM a' CMU WALL T i N1 SCALE: 3/4' V-0' VCMU WALL ABOVE NO TOPPING I I WHERE SHOWN ON PLAN AT ROOF 1/2' DIA x 5' LONG HEADED STUDS AT 45' O.C. i #4 CONT - #4 DOWELS X 48" LONG PROVIDE MIN 2' IN GROUTED CORE OR BEARING ON STEEL KEYWAY AT 45' O.C. BEAM SEE PLC SIZE BASE PL3/4x]2xl2 of (4) 3/4' D IA A.B. EMBED + 3' qOCI< II SET ON ]'NON-Sqi GROUT Iro'xI&' CONC PI EF 40 (4) Oa VERT 03 TIE 12, O.C. C141 (4) *a DOWELS w/ NOOKS 4 4'-0" LA AT VERT BARS CONC FTG - SEE PLAN FOR SIZE, R AND ELEVATION 4' N. SEE 13/55.0 13 FOR INFO NOT Sq0tim STEEL BEAM -SEE PLAN NON -SHRINK GROUT MIN 5' LONG (2) 3/4' D [A (1' EMBED + 3' HOOK) A.B. PLACED AT MID LENGTH OF TIE BEAM VCMU WALL SEE PLAT' NOTES AND SCHEDULE C 61.01 FOR REINF DOWELS TO MATCH VERI 4TION CMU REINF, - EXTEND DOWELS 45 BAR DIA INT CMU, AND 48 DIA INTO C A 5' CONC FND WALL w/ 04 AT IV O.C. VERT, AND #5 Q 1(01 O.C. qORIZ. - DOWEL TO FTG WITH 04 AT 16' O.C, WITH MIN 45 BAR DIA LAPS . . /2 DIA x 4 LONG HEADED STUDS SEE SCqED FOR NUMBER OF 3/4' DIA BOLTS 3/4" BASE/CAP PLATE WIO (2) wl (4) 3/4' D I A BOLTS W12 (3) W14 (3) WIC, (4), W15 (5) T W21 (ro) TYf= STEEL COLUMN/- W24 STEEL BEAM 5TEE1. M DETAILS 0' �2 CONC COLUMN y ' " CASE C; BEAM EMBED SIZE PLATE SIZE BOLTS WIO FLI/2x5x12 w/ (3) H.S. FL315x4xro (2) W12 PLI/2x5x12 w/ (3) H.S. PL3/6x4xB (3) W14 PLI/2x5xl2 w/ (4) N.S. FL3/0x4xcj (3) w16 PLI/2xEx16 w/ (4)14.5, FL3/ax4xl2 (4) wia PLI/2x5x18 w/ (5) N.S. PL3/,9x4x15 (5) W21 PLI/2x&x21 w/ (6) N.S. FL3/ax4xl8 (410) W24 PLI/2x&x24 w/ (6) H.S. PL3/ax4x21 (1) SCALE: 3/4 = V-0 ELEVATION ALL BOLTS ARE 3/4' DIA A325 BOLTS PROVIDE qORIZ SLOTS FOR BOLTS, AND FINGER TIGHTEN NUTS N.S. z 1/2' DIA x 4' LONG HEADED STUDS T%T'FICAL STEEL 5EAM TO% CU-"%NC: Cu""LUMN GO'NNECTION r5ftN� SCALE- 3/4' = 1'-0' COORD W/ ARCH Durze STEEL POST IN ARCHITECTURAL HANDRAIL. DESIGN OF CONN OF POST TO PLANK BY HANDRAIL MFG. L (4) CORES AT fzlEf;R A5V 04 DOWELS IN EACH CORE, GROUTED SOLID. EXTEND BARS 24" INTO PLANK SECTION SCALE: 3/4' z 1'-0' CMU OR CONCRETE COLUMN PER ]a OR 15A/55-02 2'CLR #1 -8 10' O.C. VERT 4—­ 04 s 16' O.C. qORIZ 45 SEE ARCH/CIVIL DWGS FOR WATERPROOFING AND DRAIN 71� 3'C;LR TYP iEE PLAN 1/2" DIA x 5' LONG HEADED STUDS AT 24' O.C. 4' 04 CONT CONT BENT PL, 1/4x3x5 1/2" DIA x 5" LONG COORD Lu/ HEADED STUDS AT 24' O.C. ARCH DWGS 4m STEEL POST IN ARCHITECTURAL 04 CONT HANDRAIL. DESIGN OF CONN or POST TO PLANK BY HANDRAIL MFG. SEE 13/55Z3 FOR INFO NOT SHOWN #4 DOWELS AT 48' O.C. IN STEEL BEAM SEE PLAN GROUTED KEYWAY OR CORES. STEEL BEAM SEE PLAN PROVIDE (3) ADD'L DOWELS IN (3) CORES CENTERED ON EACH HANDRAIL POST. 2 1/2' 20 GA GALV MTL STUDS AT 16' O.C. 3ro SECTION ra SCALE- 3/4' = 1'-0' STAIR SLAB SEE 14/55,03 2'CLR X—X—X—X 'M N� *1 w 10' O.C. VERT 4 04 im Iro' O.C. qORl 1*4 6 IV O.C. VERT 4 Z 414 im Iro' O.C. qORIZ I 1/2'x5 1/2' CONT KEYWAY 06 im 10" TRANSVERSE X #4 -a Iro' CONT 04 V O.C. VERT 4 04 im I(o' O.C. qORIZ 06 im 10" TRANSVERSE 04 IV CONT 51-01 11-011 31-01 TYPICAL. PERIMETER SECTION II FOOTING DETAIL AT CMU �12 TYf= RETA INING WALL rl3� SCALE- 3/4' V-0'55ID3 SCALE- 3/4' V.a 55ID3 SCALE: 3/4' -V-0" 0 11 12 13 14 16 HOLLOW CORE PLANK TYPICAL CONC NOT SHOWN TIEREAM 4' TIE BEAM REINF. W10 a, CMU WALL *5 VERTICAL IN GROUTED CELLS T CONNECTOR PL/ANGLE AND EMBED PER 3/55Z3 #5 DOWEL w/ 2'-0' LEGS 1 y WALL BEYOND #4 CONT L4x4x3/ia w/ 1/2'DIA ANCHOR BOLTS AT 24' O.C. COORD LOCATION WITH w/ ELEVATION MFG 1 —X—X—X x x- . . . . . . . . . . . . . . . . . 04 DOWELS AT 45" O.C. IN GROUTED KEYWAY OR CORE TYPICAL TIE BEAM 24' SECT I u"N SCALE: 3/4' 1'-0' COORD W/ ARCH DD35 y STEEL POST IN ARCHITECTURAL HANDRAIL. DESIGN OF CONN OF #4 CONT WALL BEYOND POST TO PLANK BY HANDRAIL MFG. L4x4x3/5 w/ 1/2' DIA ANCHOR BOLTS AT 24' O.C. COORD LOCATION WITH O O O c w/ ELEVATION MFG —X—X—X 0 . . . . . . . . . . . . . . . - GROUT MIN (2) RES SOLID 00O x 24' LONG CENTERED ON EACH HANDRAIL POST 03 TIES Q 24' w/ 114 x 24' TIES a 24' w/ 04 x 24' TYPICAL TIE BEAM LONG DOWEL IN GROUTED LONG DOWEL IN GROUTED CORE CORE SECTION r3 SCALE., 3/4' = 1'-0' �S .03 V SECTION 10 SCALE: 3/4' = 1'-0' 5' CMU WALL SEE NOTES AND SCqED( 51.01 FOR REINF DOWELS TO MATCH CMU REINF. - EXTEN DOWELS 45 BAR DI SEE CIVIL DWGS CMU, AND 48 DIA IN FOR EXTERIOR SIDEWALKS #3 NOSING BAR TYPICAL SEE ARCH/CIVIL DRAWINGS FOR RISE AND RUN OF STAIRS VCONC FND WALL AT IV O.C. VERT, A� \i\\� ( #5 6 Iro' O.C. 44OR[Z. /��/\� �� • DOWEL TO FTG WfTq AT Iro' O.C, WITH MIN BAR DIA LAPS 05 CONT 15 CONT SECTION K14 SCALE- 3/4' 1'-0" SECTION SCALE: 3/4' = 1'-0' Lo -q w w -4 45 G.SEE PLAN � Ing 30 50 00 0 P4 Z 2? z z le a z E­4 z z z -4 72 w4 10 z E-1 co U E-4 OQ-4 0 ISM E--i z z It. E-4 aq co CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. ESPENLAUB, Ill PROJECT NO.: 15-1343-01 < cq Q cq cq z 0 w 0:3 En- ry ~ cf) w =3 "p W (L !Z w i!L) > m w w co � n 0 10 11 12 13 4 19 �l SCALE: 1 1/2' = 1' -0' \ A04 j S° U-SHAPED PRECAST CONC LINTEL w/ MIN 400 PLF CAPACITY. GROUT LINTEL SOLID. PROVIDE MIN S' BEARING EACH STEP FOOTING DOWN - AROUND PIPE. COORD WITH CIVIL/PLUMBING DRAWINGS. STEP FTG PER 15/65.1 0 PROVIDE MIN 2" COMPRE MATERIAL BETWEEN PIPE PRECAST LINTEL DOUBLE 6° CSJ 12 GA GALV 1" STUD EACH END OF SHEAR W, PLACE WEBS BACK TO BACK, SCREW TOGETHER WITH (2) 110 SCREWS AT 12' O.G. 6' x 6' x 16 GA GALV GUSSET PLATE EACH END OF EACH Sl 11 S5.(d4 2' EXP JOINT #5 DOWELS TO MATCH CMU VERT REINF. LAP MIN 30' AT CMU, AND EXTEND MIN 24' INTO WALL BELOW r- #4 CONT 04 DOWELS AT 4V O.0 IN GROUTED KEYWAY OR CORE 24' TYPICAL TIE BEAM SECTION2 N� SCALE:3/4' = 1'-0' MUM ill MA 3m imp Am GROUT CELL SOLID UNDER LINTEL EACH END, TYPICAL SLOT VENTED METAL DECK SEE ARCH DWG FOR ROOF SEE PLAN NOTES FOR A'DDL INFO CONT BENT PL 3x4xl2 GAGE (LLH) w/ (2)012 SCREWS AT 12' O.C. AT TRUSS CHORD. TRUSS MFG TO PROVIDE CAP TRACK, ETC. AS REQUIRED TO ATTACH PL TO CHORD 2' E.J..J I TUBE STEEL SUPPORT PER 1l/65.02 BEYOND NOT SHOWN I I 2' E.J. X X X X SECTION A -A A BENT PL 9x&x3/S X 1/4 8' LONG TYP . ANGLE HEADER A SEE PLAN m SHEAR PANELS ABOVE AND BELOW ALIGN WITH TYPICALY INFORMATION SHOWN 18 TYPICAL FOR ALL SHEAR PANELS, AT ALL FLOORS CONT (o ° 16 GAGE TRACK TOP AND BOTTOM OF WALL - ATTACH TO SLAB/PLANK WITH 0.145' DIA POWDER ACTUATED FASTENERS AT 10' O.C. STAGGERED DOUBLE (o' CSJ 12 GA GALV MTL STUD EACH END OF SHEAR WALL. PLACE WEBS BACK TO BACK, AND SCREW TOGETHER WITH (2) 010 TEK SCREWS AT 12' O.C. INFILL 6' CSJ I(o GAGE STUDS AT 16' O.G. MAXIMUM ATTACH STRAPS TO EACH STUD w/ (2) 010 TEK 5CiRE5 2° WIDE x 18 GAGE GALV STRAPS, EACH FACE OF WALL (4 STRAPS TOTAL PER PANEL PER FLOOR) CONT 6' 16 GAGE TRACK TOP AND BOTTOM OF WALL - ATTACH TO SLAB/PLANK WITH 0,145' DIA POWDER ACTUATED FASTENERS AT 10' O.C. STAGGERED HOLLOW CORE FLOOR FRAMING - SEE PLAN (SLAB ON GRADE/THICKENED SLAB FOOTING AT LOWEST FLOOR 14 ♦5 16 SLOT VENTED METAL D='''' SEE ARCH DWG FOR R� CONT BENT PL 3x3xl/4 w/ SEE PLAN NOTES FOR 012 TEK SCREWS AT 12" O.G. AT TRUSS CHORD AND (2)012 SCREWS AT OTHER SUPPORTS 3 5/6' 20 GAGE CSJ MTL STUDS AT 46" O.G. ATTACH TO TRUSS CHORD w/ L3x3xl2 GA AND (2)012 MTL STUD BRACE SCREWS AT CHORD AND STUD PER 10/55.04 1/4' DIA BOLT - PROVIDE 2' HORIZ SLOT IN BENT PLATE PRE-ENGINEERED LIGHTGAGE METAL TRUSSES TUBE STEEL SUPPC PER 1-1/55.02 BEYC SEE ARCH DWGS FOR FIRE SAFING AT JOINT (NOT SHOWN) 04 DOWELS AT 45' O.C. i�90�� i�CBIBi —• � ♦ ■ ■ ■ ■ mm TYP AT STRAP TO GUSSET TYP AT GUSSET TO STUD AND TRACK TYP AT STRAP TO GUSSET GYPSUM SHEATHING PER ARCHITECTURAL DRAWINGS - PROVIDE TRACK ATTACHED TO CONT TS BETWEEN TRUSSES AND VERTICAL INFILL STUDS AT I(o' O.C. ATTACH STUDS TO TRACK AND BENT PLATE WITH 012 SCREWS AND TRACK TO TS w/ 0.145" DIA POWDER ACTUATED FASTENERS AT 1(o' O.C. CONT BENT PL 3x3x1/4 w/ 012 TEK SCREWS AT 12' O.C. AT TRUSS CHORD AND (2)012 SCREWS AT OTHER SUPPORTS TYP EACH SIDE OF E.J. 3 5/S' 20 GAGE CSJ MTL STUDS PRE-ENGINEERED LIGHTGAGE AT 45' O.C. ATTACH TO TRUSS METAL TRUSSES BEYOND WEBS w/ L3x3x12 GA AND (2A2 SCREWS AT WEB AND STUD SEE ARCH DWGS FOR FIRE SAFING AT JOINT (NOT SHOWN) O.C. JAY �- TYPICAL TIE BEAM OFFSET JOINT IN WALL AT Rm'00F TRU6 SCALE:3/4" = 1'-0' CCA) SEE DETAILS 1 4 2/55.02 FOR INFO NOT Sunu>nl PRE-ENGR'D LIGHTGAGE - ROOF TRUSSES AT 48" O.C. HOLLOW CORE PLANK 5ECTIOm"N SCALE:3/4' 1'-0" )OT TACH TRUSS TO PLANK R 11/65.02 PRE-ENGR'D 6' MTL STUI (a I(o' O.0 MAX) - CONINE HOLLOW CORE PLANK w/ ANGLES THAT ALLOW FOF DIFFERENTIAL MOVEMENT BETWEEN PLANK AND STI WALL - DESIGN BY MTL SPECIALTY ENGINEER - GENERAL NOTES ON SHEI S-1.01 ARE PLANK AS REQ'D AT 4CHOR BOLT LOCATION AND ROUT SOLID AFTER 3TALLATION OF ANCHOR. 3/HTT14 HOLDDOWN. O DOUBLE STUD WITH TREWS. PROVIDE 5/5' THROUGH BOLT .DDOWN BELOW TO IN ABOVE. 6 #4 SECTION 12 SCALE:3/4' = 1'-0° 17 GYPSUM SHEATHING - SEE ARCH DWGS 1/4' DIA BOLT - PROVIDE 2" HORIZ SLOT IN BENT PLATE BENT PL 3x4xl2 GAGE x 4' LONG (LLH) w/ (2)1112 SCREWS AT TRUSS PROVIDE CAP TRACK, ETC. AS REQ'D AT TRUSS FOR ATTACH OF PL 2" E.J. I CONT BENT PL 3x3x1/4 w/ (�- 012 TEK SCREWS AT 12' O.C. AT TRUSS CHORD AND (2)012 SCREWS AT OTHER SUPPORTS - TYP (2) OFFSET EXF JOINT IN WALL AT SCALE:3/4' = 1'-0' SLOT VENTED METAL DECK SEE ARCH DWG FOR ROOF SEE PLAN NOTES FOR A'DDL INFO CONT 20 GA GALV TRACK VARIES -SEE ARCH DWGS FOR SLOPE SLOPING 5'xl2' (MIN) CONIC BEAM w/ (4) 05 CONT AND 03 TIES AT 48° O.C. 1/85.01 FOR 4 INFO OWELS a IV 3 DOWEL IN GROUTED 04 E 36° 36 b- cp 04 U-BAR AT 1(o° O.C. 12' ° CSJ 16 GA GALV MTL STUD JOISTS AT 1(o' CC. ------------------- BENT PL 3x4x12 GAGE X 4" LONG w/ (2) 0.145' DIA POWDER ACTUATED FASTENERS AT CONIC BEAM, AND (3) #10 TEK SCREWS AT EACH JOIST SECTION rl-3 SCALE:3/4' = 1'-0' O OWELS TO MATCH I VERT REINF. LAP 30' AT CMU, AND END MIN 24' INTO L BELOW OWELS a IS' 3 DOWEL IN GROUTED E 36° 36 cp 04 U -BAR AT 16' O.C. 12° 5/S' DIAMETER ANCHOR BOLT WITH 12' EMBED PLUS 3° HOOK CONC FTG - SEE PLAN � r• 30 ZUM oo Z �1.4 z wV a 1z Qr ..4 �I a � z E-4 Q W � z a. q Q O z d Z_a' E-'lu W S m cq N N H Ems, a, Wz <z co R < 200 N VL CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. ESPENLAUB, III PROJECT NO.:15-1343-01 Q m m w o Q � z O W _ �j c > Q ry ~ �� D 'p W 1L � p W N ( } m w z cz Q cz o 50' 3 14 _ i 5 16 17 18 10 l� 10 N 20 N 0 1 II N o •- 40 GALV L3x3xl/4 w/ 1/2' DIA GALV. ANCHOR GALV MTL GRATES BOLTS a 24' O.C. - - SEE ARCH DWGTYP FOUR S1DES� 5' CONC WALL w/ *5a16' O.C. EACH WAY. DOWEL VERT. REINF INTO FOOTING, AND HORIZ. REINF INTO 12" GONG RETAINING WALL - PROVIDE STD HOOKS AT HORIZ AND VERT DOWELS 4' CONC SLAB w/ 6x6-WI.4xW1.4 WWF - SLOPE TO DRAIN SEE ARCH/CIVIL DWGS FOR WATERPROOFING AND DRAIN 1 1/2'x3 1/2' CONT KEYWAY EQUAL NOTE: AT 5A PROVIDE 12' CONC WALL w/ *5616' O.G. EACH WAY, EACH FACE x x x X--X x x 5ECTION' SCALE:3/4' = I'-O" SEE 11/55.O2 FOR INFO NOT SHOWN —x x x OOOT EL 10'-4' AFF CONC BM, CB-5 - EXTEND MIN 2'-O' PAST EACH END OF OPENING SEE ARCH/MECH DUlG6 FOR FAN/LOUVER (NOT SHOWN) m N - PROVIDE (2) "5x8'-O' LONG (ONE EACH FACE) FOUR SIDES OF OPNG SEE 16/55.02 FOR INFO NOT SHOWN RM M DIMENSIONS SHOWN INDICATE PROVIDE D51--L2 WITH 5' THE MAXIMUM ALLOWABLE MIN BRG AT ANY OPENING OPENING 51ZE WIDTH GREATER THAN 12" l`JJDO� 1 r/77 7-/A SEE NOTE NOTE: THE MINIMUM DISTANCE FROM THE EDGE OF THE DUCT OPENING TO THE NEAREST ADJACENT WALL END OR VERTICAL PIPE CHASE SHALL BE NOT LESS THAN 16', AND NOT LESS THAN 12' TO THE NEAREST CONCRETE COLUMN CMU TIEBEAM, CONSTISTING OF EXTEND TIE BEAM REINF MIN THREE COURSES (TWO KNOCK -OUT 30' INTO CONCRETE BEAM, COURSES ONE EACH TOP AND TYP EACH END BOTTOM, EACH WITH ONE *5 CONT, GROUT THREE COURSES SOLID 5' CMU WALL WITH S VERTICAL BARS AT 24' O.C. AND HORIZONTAL LADDER TYPE REINFORCING AT 5" O.C. EXTEND VERTICAL BAR AT EDGE OF OPENING INTO CONCRETE BEAM ABOVE. CONCR`ETE.. F"w�'CNT GAF SCALE:3/4' = 1'-0' 0 0 /1 4�/j 1/ Tf PAGING P AL TO 1st TIE 6 ATTACH METAL DECK TO CONT EMBED PL 1/4x5 G EMBED w/ 5/5" DIA PUDDLE I DIA HEADED w/ 1/2' D WELDS IN A 3-6/5 PATTERN STUDS O.C. AND 12' O.G. AT SIDES METAL DECK — VARIES - SEE STAIR L* • SECT ON A-6.06 - A6.O8 ' S°x12' SLOPING CONC BEAM w/ (4) *5 CONT AND #3 TIES AT 45' 6' DEEP CSJ 20 GAGE AL GALV METAL STUD/JOISTS PRE-ENGR'D LIGHTGAGE AT 24° O.C. METAL TRUSSES SEE 6/55.02 FOR L3x3xl2 GAGE x4" LONG INFO NOT SHOWN w/ (3) 3/16° DIA x 2 1/4° TUBE STEEL SUPPORT LONG TAPCON SCREWS PER 1"(/S82 BEYOND AT CONC BEAM AND NOT SHOWN (3) *12 SCREWS AT STUD x x x x x x- *4 CONT *4 DOWELS AT 45' O.G. TYP CMU TIE BEAM IN GROUTED KEYWAY OR CORE 24' STAIRWELL 5ECT AT SCALE:3/4' = 1'-0' ' HOUSE TRAP PIT DETAIL re1 55D5 METAL DECK (4) *12 SCREWS HOLLOW CORE PLANK BEYOND EXTEND COLUMN TO TOP OF PLANK HOLLOW CORE PLANK 15 S5.m x x x x x x x x x 0 P �1 �i ° �J j v �� cA ♦ . TYPICAL CMU TIEBEAM e 5' CMU ' ° -- WALL D ° v D ' e D CONNECTOR PL/ANGLE CONT GALV BENT PL 3x3xl2 GAGE w/ *12 SCREWS AT 12' O.G. AT J015TS AND EMBED PER 3/55.03 CONC COLUMN -SEE PLAN 5ECTION SCALE:3/4' = 1'-0' CONT GALV BENT PL3x3xl2 GAGE w/ (2) 012 SCREWS PER SUPPORT ld-1 -.-...UL -------------- ------ 35'-4" . DBL JOIST 6 DEEP 20 GAGE--/ GALV MTL STUD/ L3x3x12 GAGE x 4' LONG JOISTS AT 24' w/ (3) *12 SCREWS EACH LEG S" MIN DEEP PRECAST CONIC 'U" LINTEL w/ 3 5/5° DP 20 GAGE (1) *5 CONT, FILLED w/ GALV METAL STUDS CONIC, BEYOND OVER AT 24' O.G. DOOR 30'-4° 8'xl2' (MIN) CONC BEAM w/ (4) *5 CONT AND #33 TIES AT 24" EMBED PL 1/4x5x'f w/ (2) 1/2' DIA x 4' LONG HEADED STUDS TYP TIE BEAM 5TAlF-%.%WELL IRCUt- SCALE:= I'-0" I I 1 3'CLR i TYP 1— t— I I T-PROVIDE DOWELS TO I MATCH REINFORCING i AT WALLS ABOVE I I I CONC. FTG. SEE PLAN 2'CLR *1 a 10' O.C. VERT *4 a 16' O.C. HORIZ SEE ARCH/CIVIL DWGS FOR WATERPROOFING AND DRAIN 1 1/2'x5 1/2' CONT` X. KEYWAY 05 a 16' TRANSVERSE *4 a 16' CONT *6 a 10' TRANSVERSE —' #4 a 16' CONT � cn 5' -0' 2'CLR ETAINING WALL DETAIL fm s_«_ 3/4'_ _m �sas PT 4x4 WOOD F w/ SIMPSON ABI POST BASE w/ I DIA A.B. CV EMi SEE PLAN FOR POST SPACING (ARCH COLUMN NOT SHOWN) Tamil I tG 1=L ,I MG inlC'PC w _ WEEMEN W6� SEE 5/55.02 FOR INFO NOT SHOWN DBL -1-2 TO 1/4 H5S5x4x1/4 COLUMN ANGLE SEAT 1/4 *4 a 10" O.G. VERT 8 *4 a 16' O.C. HORIZ SECTION SCALE:3/4' = 1'-0° PRE-ENGR'D 6° MTL STUD WALL (a 16" O.0 MAX) - CONNECT TO HOLLOW CORE PLANK w/ CLIP ANGLES THAT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN PLANK AND STUD WALL - DESIGN BY MTL STUD 0 SPECIALTY ENGINEER - SEE GENERAL NOTES ON SHEET 5�.01 1 12 13 14 5 16 17 18 1/��-ANGLE SEAT TO COL �m o ® us w z w zPQ N a z z V z 04 :r 10 N w ` s m � Ae rl v H PQz z N� �m MEN CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. ESPENLAUB, III PROJECT NO.:15-1343-01 uj 0 Q o m m Q N, o � z u1 = 0 =3Ln J o Q ~ U r c n W N Q N >- } 0� � o loil z fQ 40 -' 000 I i I I PROVIDE EITHER 5' MIN CONT i GROUTED VOIDS (w/ S CONT) i OR 5° MIN SOLID PRECAST I CONC AT EDGE OF PLANK AT i EXTERIOR WALL -TYP 5ECTION— SCALE- 3/4= i'-0' ,s 501 c�61T Alr61?)S 10 11 12 13 14 5 16 17 Is 19 10 N i HOLLOW CORE PLANK BEYOND HOLLOW CORE PLANK 5 8a DOOO 55.0 x x x x x x x x TYPICAL CMU TIEBEAM - -- -- - D DBL-L2 - SEE PLAN 8' CMU WALL -- - - -- - CONC GRONK 1/2' BELOW TOP OF ADJACENT CMU SKYLIGHT FRAME AND ATTACHMENT BY OTHERS HOLLOW CORE PLANK c TYPICAL CMU TIEBEAM - 8' CMU WALL -- HOLLOW CORE PLANK BEYOND D5L-L2 - SEE PLAN `- CONC COLUMN -SEE PLAN 5EC T ION 2 6CALE:3/4" = 1'-0° PROVIDE CONT fE AT TOP OF BEAM SIMILAR TO DETAIL (o/55.Oro FOR NON -LOAD BEARING CLOSURE WALL OF SKYLIGHT. PROVIDE 20 GA MINIMUM �o' METAL CEE STUDS AT 1(o' O.C. FOR `\� CLOSURE WALL. COORDINATE CLOSURE WALL PROVIDE 16 GA &° METAL GEE \� AND PLATE LOCATION WITH ARCHITECTURAL TYP - L3x3xl/4 1/4 i� STUDS AT lro' O.C. WITH Vo GA DRAWINGS AND SPECIFICATIONS OF SKYLIGHT TO STIFF fE 1/4 TRACK TOP AND BOTTOM FOR MANUFACTURER SKYLIGHT SUPPORT WALL. L i ATTACH STUDS TO TRACK WITH 1/4'STIFF B AND L3x2x1/4 LLH i (2) #10 TEK SCREWS, (1) EACH j FLANGE. ATTACH BOTTOM 1/4' STIFF fE AND L3x2x1/4 LLH TYP - L3x3x1/4 ]O° LONG AT 4'-O' O.C. ATTACH r-� ,� i TRACK TO STEEL BEAM / IE 10' LONG AT THIRD POINTS OF SPAN. ATTACH L3x3xl/4 WITH 1/2° 1/4 TO STIFF fE L3x3x1/4 WITH I/2° DIAMETER I i WITH 0.145' DIAMETER POWDER DIAMETER ANCHOR RODS INTO ANCHOR RODS INTO SOLID I ACTUATED FASTENERS AT 16' SOLID GROUTED CORE WITH GROUTED CORE WITH °HILTI NIT i I O.C. 'HILT( HIT HY-150° EPDXY HY-1501 EPDXY ADHESIVE. I I 1/4 TYP - STIFF fE ADHESIVE. 1/4 TYP -STIFF fL' I I 1/4 TO WEB AND 1/4 TO WEB AND HOLLOW GORE PLANK I i FLANGE HOLLOW CORE PLANK FLANGE I I 3/8°x12 ° CONT 1E LINE OF RIGID INSULATION LINE OF RIGID INSULATION STEEL BEAM - - SEE PLAN 1/4 3-8 1/4 3-8 -00( STEEL BEAM - 3/S'x�° CONT f2 SEE PLAN COORDINATE EXACT LOCATION OF 1/4 3-8 3/5' x 12' CONT fP_ AT TOP OF BEAM WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS OF SKYLIGHT MANUFACTURER. I5ECTION A SCALE:3/4° = I'-0° 5CALE:3/4" = 1'-O° SEE 2/55.02 FOR INFO NOT SHOWN " CONT BENT PLATE )FILE ROOF TRUSSES WITH D END VERTICAL TO RAPET WALL �1 HOLLOW CORE PLANK CAI®%l 11 SCALE: 3/4' = 1'-O' N O I it N PRE - ENGR'D LIGHTGAGE - ROOF TRUSSES AT 48" O.G. o •- 40 ('3/ 0 0 0 PROVIDE EITHER S° MIN CONT GROUTED VOIDS (w/ S CONT) `o OR 8' MIN SOLID PRECAST CONC AT EDGE OF PLANK AT EXTERIOR WALL -TYP 0 _I N II PRE-ENGR'D ro° MTL STUD WALL ('a lro' O.0 MAX) - CONNECT TO o HOLLOW CORE PLANK w/ CLIP ANGLES THAT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN PLANK AND STUD WALL - DESIGN BY MTL STUD SPECIALTY ENGINEER - SEE GENERAL NOTES ON SHEET Si.01 CTION rlo - SCALE: 3/4° = 1'-0° A II N_ 00 11-1 O f 50 In 11 PRE-ENGR'D LIGHTGAGE - ROOF TRUSSES AT 48° O.C. 114 x 4'-0" LONG AT 45' O.G. IN GROUTED KEYWAY OR CORE TYPICAL TIE BEAM •W12A I m #5 DOWELS TO MATCH CMU VERT REINF. LAP MIN 30' AT CMU, AND EXTEND MIN 24' INTO WALL BELOW SEE ARCH DWGS EXTEND METAL STUDS UP CONTINUOUS FROM SPLICE AT FLOOR LEVEL PLANK BELOW PAST ROOF .LEVEL PLANK TO FORM PARAPET WALL. DO NOT SPLICE AT ANY OTHER LOCATION PRE-ENGR'D 6" MTL STUD WALL (a I(o' O.0 MAX) - CONNECT TO HOLLOW CORE PLANK w/ CLIP ANGLES THAT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN PLANK AND STUD WALL - DESIGN BY MTL STUD SPECIALTY ENGINEER - SEE GENERAL NOTES ON SHEET S'f .01 SECTION rl1 SCALE: 3/4' = 1' - O" 13 CHER 8° MIN CONT SIDS (w/ 05 CONT) )LID PRECAST lGE OF PLANK AT ALL -TYP HOLLOW CORE PLANK BEYOND HOLLOW CORE PLANK 4 S' 55 06 x x x x x x x x 11— D0001 TYPICAL CMU - TIEBEAM -- - � D ° D —He - SEE PLAN S' CMU ° ° AND 4/55 0G WALL -- -- ' : ° .d D 4 ° ° . ( T. , d ' . `- CONC COLUMN -SEE PLAN 5ECTION SCALE:3/4° = I'-0' BASE PL5/8°x(o°xl'-2 w/ (2) 3/4' DIA (12' EMBED + 3' HOOK) ANCHOR BOLTS IN HORIZ SLOTS, ON I' NON-SHRfNK GROUT 05 DOWELS TO MATCH CMU VERT REINF. LAP MIN 30" AT CMU, AND EXTEND MIN 24' INTO WALL BELOW TYPICAL T SEE 5/55.02 FOR INFO NOT SHOWN A 1/2° TYPICAL WHEN TUBE BEARS DIRECTLY ON A STEEL, CONCRETE OR CMU PROVIDE I' FILLET WELD \ EACH END OF ANGLE /-1/4 3-6 HSSSx4x1/2 I L5x5x3/8- r-------------------- 1------------------------ I-------------------- A A -A PROVIDE 1' FLARE BEVEL WELD EACH END OF ANGLE 1/4 3_�0 1/4 3 5ECT I ON 4 5CALE:3/4' = 1'-O' TYPICAL TIE BEAM #4 CO EEL BEAM - E PLAN SEE PLAN AND 5CHEDUL 51.01 FOR REINFORCING PARAPET WALLS. #4 DOWELS AT 48' IN GROUTED KEYW< OR CORE 24" TYPICAL TIE BEAM CONC COLUMN -SEE PLAN CT I ON SCALE. 3/4' = 1'-O' w/04x24' IN GROUTED 5ECTION �3 SCALE: 3/4' = 1'-O" .1W PRE-ENGRD LIGHTGAGE - ROOF TRUSSES AT 48' O.C. ATTACH TRUSS TO PLANK PER 1'VS5.02 8° PRECAST -� HOLLOW CORE PLANK 6E CT I ON 1S SCALE: 3/4' = 1'-O' 5 CONT BENT PL3x3xl2 GAGE w/ (2)`I2 SCREWS AT EACH TRUSS SEE 2/55.02 FOR ADD'L INFORMATION COORD LOCATION AND SIZE OF LOUVERS w/ ARCH DUGS ATTACH MTL DECK TO CONT TS w/ 0.145° DfA POWDER ACTUATED FASTENERS AT (o' O.G. VARIES - SEE )WELS TO MATCH PERT REINF. LAP O° AT CMU, AND ND MIN 24' INTO BELOW 6 8505 3x3xl2 GA CONT BENT PLATE VARIES - SEE STAIR J ------ SECT ON A-ro.Oro - Aro.08 OO ro" DEEP CSJ 20 GAGE GALV METAL STUD/JOISTS AT 24' O.C. SEE 6/55.02 FOR L3x3x12 GAGE x4° LONG INFO NOT SHOWN w/ (3) 3/16° D I A x 2 1/4' LONG TAPCON SCREWS AT CONC BEAM AND (3) #12 SCREWS AT STUD #4 CONT L..114 DOWELS AT 48' O.C. TYP CMU TIE BEAM IN GROUTED KEYWAY OR CORE 24' STAIRWEL 5ECT AT R0_(oP 1 SCALE- 3/4' = 1'-0' C Q}jy 1/4 5 H552L - SEE 1/4 5 DETAIL 4/55.06 8 1/2' 3/S° STIFF fF_ N.5 4 F.S. 1/4 TYP 1/4 STEEL BEAM - SEE PLAN 3/4' CAP fE I I HSS COLUMN - SEE PLAN I TYP 1/4 I ( 5 ECTI N SCALE:3/4' = V-O° TYPICAL TIE BEAM AT CON5TANT HEIGHT PARAPET AT SLOPING PARAPET PROVIDE 8'x12' MIN. CONCRETE CAP BEAM WITH (2) #5 BARS TOP. TYPICAL TIE BEAM PRE-ENGR'D L IGHTG ROOF TRUSSES AT 4� #4 COT` SEE 1/55.02 FOR INFO NOT SHOWN TYPICAL TIE BEAM 8' MIN THICKNESS REINFORCED CONCRETE PORCH SLAB WITH 04 BARS AT l(o' O.G. EACH WAY MID -DEPTH OF SLAB CONT EMBEDS FOR TRANSITION -j -`�-j- PLATE BETWEEN PORCH AND CMU WALL BEYOND TIMBER BRIDGE - GEN'L CONTRACTOR TO COORDINATE I WITH BRIDGE MANUFACTURER I I AND PROVIDE SHOP DRAWINGS x a< x x x— FOR TRANSITION PLATE AND I ATTACHMENT O O O O I EXTEND TIE BEAM I REINFORCING I THROUGH PORCH CONC EDGE BEAM AT PORCH I FEDGE BEAMS AT PERIMETER - S' WIDE x 24" i BEARING DEEP WITH (2) 05 BARS TOP, LOCATION MIDDLE AND BOTTOM AND 113 TIES AT 10' O.G. HOOK BARS 2'- OR AROUND CORNERS OR PROVIDE 2'-0' x 2'-0' CORNER BARS CONC COL C-5 - EXTEND PORCH EDGE BEAM TO BEAR 8' CORNER BARS 12' INTO PORCH ON CMU WALL. PROVIDE (1) 15 EDGE BEAM AND PROVIDE BAR IN FULLY GROUTED CELLS STANDARD HOOKS. PROVIDE BELOW BEAM BEARING ONE TIE WITHIN 3' OF TOP OF COLUMN NSCT I Oil 19 SCALE: 3/4' = 1'-O° �J.1G/sEJ VARIES - SEE_ ARCH DWG5 #5 DOWELS TO MATCH CMU VERT REINF. LAP MIN 30' AT CMU, AND EXTEND MIN 24" INTO WALL BELOW 03TIES 024°w/#4x24" LONG DOWEL IN GROUTED CORE . m m LS AT 48' O.C. TED KEYWAY .E 24' TIMBER HANDRAIL POST TO MATCH THAT OF ADJACENT TIMBER PEDESTRIAN BRIDGE - POST DESIGN AND ATTACHMENT TO CONCRETE BEAM BY OTHERS CONCRETE BEAM AND REINFORCED SLAB PER -fir DETAIL 19/55.06o I I I I i I I I I I I l 19 11C C%4� �� Fes-, ®s z 00 =�, co; E : a ER �` o Q o F-j E-4a a �a �s U m ZZ w� d W E • rn = u y a-+ � y N V1 3C CHK'D: P.M. : A. J. MEYER, JR. PEngr:C. ESPENLAUB, III PROJECT NO.:15-1343-01 Q n 6� m CIS w o N, Q o 00 O � w o ~ v C/3 N, � d W � � 0 Q 0 m W o rK Z m Q lu l I I _10-_j d d 50� �IsIT � Sti�G� CHK'D: I P.M. : A. J. MEYER, JR. PEngr:C. ESPENLAUB, III PROJECT NO.:15-1343-01 � � B a m 0� � L;.io a� o 00 z O J o > a � ~ N, W (L � Q F- w > m 0- I aQ co z al Q � o a 0-�w°r--CA