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HomeMy WebLinkAbout10.3-109 Record DrawingSUPERIOR CONSTRUCTION GENERAL CONTRACTOR BAKERSFIELD, CALIFORNIA project City of Bakersfield Animal Shelter Office �. 201 S. Mount Vernon Ave Bakersfield, Ca drawn by; JLC date; Nov 13, 2013 drawing no. g --r 0% T-01 r SUPERIOR CONSTRUCTION GENERAL CONTRACTOR BAKERSFIELD, CALIFORNIA project City of Bakersfield Animal Shelter Office �. 201 S. Mount Vernon Ave Bakersfield, Ca drawn by; JLC date; Nov 13, 2013 drawing no. g --r 0% T-01 ZERO CURB CONDITION BEGIN ZERO CURB TRUNCATED DOMES (36" DEEP) TREE (TYP) El 4 jury\ LL=e L.�.----- -_ y ad \11 41 \� I.v Nv 1 F 91 ILI \L, 1 y 41 y \\ ,� ACCESSIBLE PATH OF, TRAVEL, ` (NOTA TO EXCEED �2� SLOPE) � � 1 w � .:.:!............................ .............�1.....................`!' \ .................... .............j................................�.. I \ 1 / / / \ — TRUNCATED _ DOMES 36" ACCESSIBLE PATH OF TfRAWEL (SEE H-1) (NOT TO EXCEED 2% SLOPE) I \ 1 `- , / I SITI / / \ — TRUNCATED _ DOMES 36" ACCESSIBLE PATH OF TfRAWEL (SEE H-1) (NOT TO EXCEED 2% SLOPE) I \ 1 `- , I SITI 89 LIGHTING SEE ACCESSIBLE PARKING DETAILS AND SIGNAGE ON H-1 / NOTES SITE DEVELOPMENT BY OTHERS SEE ENGINEERED DRAWINGS. SEE GRADING PLAN FOR ALL SITE DIMENSIONS & DISTANCES OF UTILITIES, PARKING AND BUILDING LOCATION. SEE LANDSCAPING PLANS FOR PLANTING AND IRRIGATIONS PLANS. Id. 3 - 10 9 z w 2 0 U `- , "r- N I M `o I 1 T- � O o Z r . til NOTES SITE DEVELOPMENT BY OTHERS SEE ENGINEERED DRAWINGS. SEE GRADING PLAN FOR ALL SITE DIMENSIONS & DISTANCES OF UTILITIES, PARKING AND BUILDING LOCATION. SEE LANDSCAPING PLANS FOR PLANTING AND IRRIGATIONS PLANS. Id. 3 - 10 9 z w 2 0 U SHEET `- , "r- N M `o T- O o Z r . til LTJ � w J <C CSC CI) w I- <C <[ U SHEET FINISH SCHEDULE RM # CEILING WALL BASE FLOOR 101 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 102 T -BAR FRP 48" AFF & PAINTED DRYWALL RTSB SEALED CONCRETE 103 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 104 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 105 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 106 PAINTED DRYWALL FRP 48" AFF @ SINK & PAINTED DRYWALL RTSB SEALED CONCRETE 107 PAINTED DRYWALL FRP COVED TILE BASE SEALED CONCRETE 108 PAINTED DRYWALL FRP COVED TILE BASE SEALED CONCRETE 109 T -BAR PAINTED DRYWALL i RTSB SEALED CONCRETE 110 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 111 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 112 T -BAR FRP 48" AFF & PAINTED DRYWALL RTSB SEALED CONCRETE 113 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 114 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 115 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 116 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 117 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE 118 T -BAR PAINTED DRYWALL RTSB SEALED CONCRETE t OCCUPANCY ANALYSIS BUSINESS AREA 2089 SF @ 1:100 GROSS 21 OCCUPANTS ACCESSORY STORAGE AREA 87 SF 0 1.300 GROSS 1 OCCUPANTS ASSEMBLY W/0 FIXED SEATS \� 272 SF @ 1:5 NET 55 OCCUPANTS DOOR SCHEDULE WIDTH HEIGHT MATERIAL FRAME DESCRIPTION 1 3'-0" 7'-0" ALUMINUM & GLASS ALUMINUM EXTERIOR GRADE LOCKSET & 10" SMOOTH BASE 2 6-0" 7'-0" ALUMINUM & GLASS ALUMINUM EXTERIOR GRADE LOCKSET & 10" SMOOTH BASE 3 3'-0" T-0" PRE -FINISHED WOOD DOOR TIMELY PASS-THROUGH LOCKSET W/ VIEW LIGHTS 4 3'-0" 7'-0" HALLOW METAL H.M. STORE ROOM LOCKSET 5 3'-0" 7'-0" HALLOW METAL H.M. STORE ROOM LOCKSETW/ EMERGENCY ACCESS 6 V-0" 7'-0" HALLOW METAL STEEL AUTO LOCK W/ EMERGENCY ACCESS & HALF LIGHT 7 3'-0" 7'-0" PRE -FINISHED WOOD DOOR TIMELY OFFICE LOCK SET 8 T-0" 7'-0" PRE -FINISHED WOOD DOOR TIMELY PRIVACY LOCK SET 9 3'-0" 7'-0" PRE -FINISHED WOOD DOOR POCKET ACCESSIBLE POCKET DOOR HARDWARE 10 F T -1 1 CONCRETE BLOCK WALL (TYP) Ae f EGRESS NOTES NUMBER OF EXITS: 6 0 MAX COMMON PATH OF EGRESS TRAVEL: 100' M (CBC 1014.3 EXCEPTION 2) MAX TRAVEL DISTANCE ALLOWED: 200' (CBC TABLE 1016.1) f m Le • 3 5/8" METAL STUD WALL ON TOP OF 40" BLOCK WALL • ATTACH WALL TO BOTTOM OF METAL BUILDING GIRT @ f7'-2" riAiicli 1 r-vnncrrn nn►.innr-_-r- ml ^nv 1 19'-0" 3'-2" 16'-s" 25-0" WINDOW SCHEDULE m NN (0 5020 EXTERIOR GRADE WINDOW DUAL PANE GLASS 4030 EXTERIOR GRADE WINDOW DUAL PANE GLASS 4040 INTERIOR GRADE WINDOW SINGLE PANE TEMPERED GLASS 3 �] ° 24'-0" [NON-BEARING PARTITION WALL] m 3 5/8" STEEL STUD WALL ® 9'-6 AFF 5/8" DRY WALL BOTH SIDES (ONE SIDE ONLY ® EXTERIOR WALLS) [NON-BEARING PARTITION WALL] ZZZZ11g 6" STEEL STUD WALL ® 9'-6" AFF 5/8" DRY WALL BOTH SIDES [PONY WALL] 3 5/8" STEEL STUD WALL ® 48" AFF 5/8" DRY WALL BOTH SIDES (: 4 o ALL WALLS PART OF ROOM 112 TO BE ANCHORED TO 6" RAISED CONC CURB. ' No. 8 Exp. _ x CT$ r DEC 0 2 2013 FLOOR PLAN o EXTERIOR DIMENSIONS j�,3—)O 1/4" —O" 0 —� C u- c cu O E C) U i O u� U P E N M 'IT o O L o LL. Q) SHEET Cy) I C:) Z C\j �: CY5 0 IT— _ > 0 Q � � I >II m❑ 1 Ll.l � W J m w Q U In ❑ ❑ Cn SHEET a� � ;II I >II 1 SHEET DOOR LANDING CLEAR 1 2 SPACE, NOT TO 3 EXCEED 2% (TYP) 7'-R" 1R'-1" 10'-5" 1. 11 °-6" ISA NUN 11'-8" DEC 0 2 21 FLOOR PLAN - INTERIOR DIMENSIONS z LI J 0 LUQ 01 1 z ¢w>—W—OZW ISI C'7 i r— O z cri O 'f .— M U) z Ln 1 LU z z _L L1J < IM w LLI F— Q <t U ® ® Cl Cn ISI i 'f i 1 I. ISI SUSPENDED CEILING ® '-0" (YP) LIGHT FIXTURES 0 2x4 TROFFER DROP-IN �� 1x4 SURFACE MOUNT WRAP EMERGENCY EGRESS LIGHTING Al (90MIN BATT BKUP) O CAN DOWN -LIGHT 5 LIGHTING WALL PACK 0 M I - CEILING-. .. DRYWAL.L',CE1LING.: O .:''DR'YWALL z C s'=-0" N M 0 0 0 �DR1°�VALI. • \T U ... LLJ Q m Q 0 p HA SOFFLTT O w ,DRYWALL ` : "CLG.. o.8,_6" DR'YW . wg'�0"0,:• SOFFITT. 01 w J Q w F- Q SUSPENDED CEILING ® '-0" (YP) LIGHT FIXTURES 0 2x4 TROFFER DROP-IN �� 1x4 SURFACE MOUNT WRAP EMERGENCY EGRESS LIGHTING Al (90MIN BATT BKUP) O CAN DOWN -LIGHT 5 LIGHTING WALL PACK 0 SUSPE DED C ILI' ® -0" ( P) r r r 6 SUSP NDED CEILING SUSF ENDED CEILING 0 '-0" ( P) ® 9'-0" (TYP) O LLL il LL il SU PENDED CEILING ko 9'-0 (TYP)`l' G 11 _ 9°-0" (TYP) p Exp, 0-14 ,Ci�4`�`Cv �T�Cfi GAS 2013 D . 1/4" = 1'-0" M I - T O SUSPENDED CEILING ® 9'- (TYP) O z Lu N M SUSPE DED C ILI' ® -0" ( P) r r r 6 SUSP NDED CEILING SUSF ENDED CEILING 0 '-0" ( P) ® 9'-0" (TYP) O LLL il LL il SU PENDED CEILING ko 9'-0 (TYP)`l' G 11 _ 9°-0" (TYP) p Exp, 0-14 ,Ci�4`�`Cv �T�Cfi GAS 2013 D . 1/4" = 1'-0" SHEET I�� M I - T z z Lu N M 0 0 \T U o LLJ Q m Q 0 p O w z SHEET I�� M T z N M 0 \T o Q m � p m w 9 w J Q w F- Q OC w ¢ U p 1 p p Cn SHEET I�� 1 1i1'_c" rno nC o/n/`C 1Q'_F" rnp or arnr_,- ie'_a" rno nc otf)lr- 3 14'-6" TOP OF RIDGE 13' 0" TOP OF EVE . . . . . . . . . . . 7'-0" TOP OF DOOR . . . . . . . . . . . NOV 19 2013 ,Oy SHEET A -3 J w F -- " 1 V- z 0 N p W W cri T- O Q > z LLJ ® O Q U Q m LLi m �-- W H C) W V Q 9 W J 0 w W < Q U O z SHEET A -3 J w J " 1 V- C.r) 0 N p W cri T- O Q > z LLJ ® Q Q m LLi m �-- W CO C) W V 9 W J Q cr w W < Q U 000tH SHEET A -3 J w J " 1 LLJ C.r) Q LLJ Q m LLi �-- W V SHEET A -3 J 0�1 e ¢ PURLIN `- PURL IN (5) #8 SGRENS ROOF 5HTG. (3) #8 SCREWS BRACE: (2) 35i8 "x20ga. (MIN.) STEEL STUDS ® 10'-0" O.G. MAX. STUD NALL #8 5GREN5 SEE ARGH. O ® 18" O.G. BRACE SECTION 1�2rr = Ir-orr WALL PERPENDICULAR WALL PARALLEL TO PURLINS TO PURLINS NON-BEARING PARTITION WALL BRACING STEEL STUD, SEE FOUNDATION PLAN 20ga. RUNNER TRACK w/ O PONDER -DRIVEN PINS - SEE GENERAL NOTES #8 5GREN EA. SIDE EA. STUD EXISTING GONG. 5LAB d 45° MAX. 45° MAX. GROSS RUNNER 0 2'-O'b.c. 314" GHANNEL TO STRUCTURE ABOVE (POP RIVET TO MAIN RUNNER) a 12'-0" O.G. MAX., 6'-O" MAX. FROM PERIMETER WALLS. 12 GA. 5PLAY WIRE BRAGING IN THE PLANE OF EAGH RUNNER. a 12'-0" O.G. 12 GA. VERT. HANGER WIRE AT 4'-0" O.G. H/ MIN. 3 TURNS IN IV2" 4 TIGHT TURNS IN 0/2" AT BRACING WIRE MAIN RUNNER 4'—O" O.G. NOTE: WIRE SIZE SHOWN 15 FOR ACOUSTICAL TILE AND LAY -IN PANEL 5Y5TEM5 WEIGHING NOT MORE THAN 4 LB/gyp INCL. LIGHT FIXTURES. INCREASE WIRE SIZE PER USG TABLE 47-A FOR GREATER NEI6HT5. SUSPENDED CLG SUPP DETAIL KING POST, SEE FRAMING PLAN EDGE NAILING DBL. PLATE S I MPSON A55 \ HEADER - SEE PLAN SIMP50N A35 2x TRIMMER STUD (DBL. 2x AT OPENINGS OVER V -O" WIDE) IAT WINDOW IL GONT. TOP TRACK (ATTAGHED TO 5TRUGTURE) #(b SGRENS EACH STUD FLANGE WHERE NO WALL GOVERING OGGUR5 — \ PIECE OF TRAGK OR STUD AS BLOGK - GUT FLANOE5 �} OF TRACK, BEND WEB, AND p i ATTAGH w/ (2) #8 SGRENS TO STUD STUDS OR i JOISTS a z 1!/2 " x 209a. STRAP v WALL COVERING SECTION THROUGH BRACING DETAIL OF TRACK OR STUD E GAUGE A5 STUD5) AS ;KING AT EAGH END OF _5 AND AT 8'-O" O.G. BETWEEN 5 (ATTACHED TO STRUCTURE) STUDS OR JOISTS — I c--- SPL I GE IN STRAP (NHERE REG2U I RED) - Ir2" x 209a. STEEL STRAP CONTINUOUS BETWEEN BLOGKING PIECES W (1) #8 5GREN EA. STUD FLANGE AND (4) EA. BLOGK PLAN OF BRACING DETAIL ISOMETRIC OF BRACING STEEL STUD BLOCKING & STRAPPING rrr ri ic1nr-ninr-n n1 11% :.inr.r nr- A nir.rf� n A nT1TlflNI kArA i i nn n nIt, ir' BUILDING FRAMING SECTION hlo. S-2710' Exp. OF CA) X �" P 9 2013 lo. 3 -ivy Cc J J Q Q L_u C� Cc L -L! CQ Q_ I"'-- XWE SHEET Cr) T z W N C'7 T 0 U O F -- z z Q m 0 C) O w z Cc J J Q Q L_u C� Cc L -L! CQ Q_ I"'-- XWE SHEET Cr) T N C'7 T O F -- z z m C) m w <t cn F— <t Ir w Q U Cc J J Q Q L_u C� Cc L -L! CQ Q_ I"'-- XWE SHEET PROVIDE b" H16H CURB RAMP REQUIRED WHEN ALTERNATE WALL CANE DETECTION 12" WIDE 4'-0" MIN. WALK 15 AT DIFFERENT LEVEL LOCATION OF 516N WHEN WALK GROOVED THAN PARKING ELEVATION CONTINUES BEHIND BORDER ACCESSIBLECURB RAMP (3/4" O.G) 36" WIDE CONTINUOUS DETECTABLE NR IS PARKIN6- - - x WARNING REQUIRED WHEN HALK 15 BLUE 516N, TYP. °,°° I 4'-0" MIN., TYP. - - -FLUSH WITH PARKIN6 ELEVATION o°o° _ ° WHITE CURB RAMP o o DETECTABLE MAY CONTINUE HARNIN6 FULL REFLECTORIZED 51C BOTH 51DE5 O LEN6TH OF CONSTRUCTE=D OF CURB RAMP PORCELAIN STEEL Q ACCE55 AISLEu 4 BEADED TEXT OR EQUAL -r WITH THE WORDS 3'-0" MIN. (10 50. IN. MIN. AREA)- i - "ND PARKING" IN SURFACE DE516NATE FOR "VAN 12" H16H WHITE IDENTIFICATION ACCESSIBLE" MERE SURFACE q'-0" 5i-0" LETTERS q: -0n 5'-O" q, -0n APPROPRIATE IDENTIFICATION MIN' MIN. MIN. V MINIMUM LOADIN60LOADIN6 ACCESS AISLE REQUIRED AT VAN ACCESSIBLE PARKIN6 SPACES SINGLE DOUBLE PARKING STALLS 1. THE DISABLED PARKING SPACES MUST PERMIT THE USE OF EITHER CAR DOOR. 2. BUMPERS ARE REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 3. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. 4. SURFACE SLOPES OF PARKING SPACES AND ADJACENT ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION. 5. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE, LOADING/UNLOADING ZONES, OR VEHICULAR TRAFFIC LANES. 6. THE DISABLED PARKING SPACES SHALL BE NEAR THE ACCESSIBLE PRIMARY ENTRANCE OF THE BUILDING. 7. WHEN ONLY ONE SPACE IS PROVIDED, IT SHALL BE VAN ACCESSIBLE, PLACED ON THE PASSENGER SIDE OF THE VEHICLE, LINED TO PROVIDE A 9' PARKING AREA AND AN 8' LOADING/UNLOADING ACCESS AISLE AS SHOWN ABOVE. 0 RESERVED FOR HANDICAPPED 0 VAN ACCESSIBLE MINIMUM FINE $250 80" MIN FOR FREE STANDING 36" MIN. FOR HALL MOUNTED TO TOP OF HALKIN6 5URFACE PARKING SIGN 8. WHEN MORE THAN ONE ACCESSIBLE SPACE IS REQUIRED, AT LEAST ONE IN EVERY EIGHT SHALL BE VAN ACCESSIBLE. OTHER ACCESSIBLE SPACES" MAY HAVE A 5' MIN. WIDE LOADING/UNLOADING ACCESS AISLE AS SHOWN. 9. THE LOADING/UNLOADING ACCESS AISLE SHALL BE PAINTED BLUE WITH STRIPES CONSISTING OF A CONTRASTING COLOR WITH THE PARKING SURFACE (PREFERABLY BLUE OR WHITE) AT 36" ON CENTER WITH THE WORDS "NO PARKING" IN 12" HIGH WHITE LETTERS LOCATED TO BE VISIBLE WHITE BY TRAFFIC ENFORCEMENT OFFICIALS. BORDER OF ACCESS AISLE SHALL BE PAINTED BLUE AND THE DIAGONAL STRIPING SHALL BE PAINTED BLUE ON CONCRETE PAVING OR WHITE ON ASPHALT PAVING. BLUE 10. THERE SHALL BE AN UNOBSTRUCTED VIEW OF THE PARKING SIGN FROM THE PARKING SPACE. NAL INTERNATIO 11. THE SURFACE IDENTIFICATION SYMBOL SHALL BE LOCATED TO BE VISIBLE BY TRAFFIC ENFORCEMENT OFFICIALS. SYMBOL OF IO CURB RAMP (IF REQUIRED) ACCESSIBILITY 1. THE SURFACE SLOPE SHALL NOT EXCEED 1:12 (8.337.) AND THE CROSS SLOPE SHALL NOT EXCEED 1:50 (2.07o). 2. THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 1:12 UNLESS X IS GREATER THAN 4'-0" IN WHICH CASE IT SHALL NOT EXCEED 1:10. SURFACE IDENTIFICATION 11" MIN. ENTRANCE SIGN LETTERIN6 ON 516N MUST BE A MINIMUM OF I" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON 516N (MINIMUM OF V IN HEIGHT) ENTRANCE SIGNAGE 1. WARNING SIGNAGE REGARDING THE UNAUTHORIZED USE OF DISABLED PARKING SPACES SHALL BE POSTED CONSPICUOUSLY AT EACH ENTRANCE TO OFF STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. 2. BLANK SPACES ON SIGN(S) SHALL BE FILLED IN WITH THE APPROPRIATE INFORMATION AS NOTED. 2 ENTRANCE SIGNS 54" MIN. MAX. P MAX. H 1. SUFFICIENT SPACE IS REQUIRED FOR A WHEELCHAIR MEASURING 30" x 48" TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. 42" MIN. 36" MIN. 60" MIN. REST AREA OR 12" 12" MAX. TOILET PAPER MIN. 18" 4. THE ENTRY DOOR SHALL HAVE A PRIVACY LATCH (PUSH BUTTON -LEVER RELEASE). WAY 15 ADJACENT TO A VEHICULAR PARKIN6 AREA 24" MIN. HOLDER 24" MIN. " 12 MIN. _ S16" -'I S MAX. MIN. 2. DRAIN AND HOT WATER PIPING IS TO BE INSULATED OR CONFIGURED TO PREVENT CONTACT. 1. THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE 44" ON A LATCH SIDE APPROACH AND 48" ON A HINGE SIDE APPROACH. 8� ozz WITHOUT STOPS 4. FAUCETS SHALL BE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF-CLOSING VALVES (MIN. 10 SECOND OPEN THE 60" CLEAR SPACE. L -- - 1- ji FLOW) OPERABLE LITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING OF TWISTING OR THE WRIST WITH A 5 LB. 3. THE HANDICAPPED COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE (3 SECOND MINIMUM SWEEP TIME FROM MAXIMUM FORCE REQUIRED TO ACTIVATE THE CONTROLS. tV n VZ CLEAR EPAGE DEPTH UNDERNEATH THE DOOR, OR A MINIMUM 18" STRIKE SIDE CLEARANCE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR IS TO BE URINALS EQUIPPED WITH A LOOP OR U SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH IS TO BE A FLIP -OVER STYLE, SLIDING, OR 1. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE MAY ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OTHER HARDWARE NOT REQUIRING TIGHT GRASPING OR TWISTING. THE OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 44" OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. ABOVE FINISH FLOOR. FLUSH THE FLUSH VALVE SHALL BE AT A MAXIMUM HEIGHT OF 44" ABOVE THE FLOOR WITH A 5 LB. MAXIMUM PRESSURE TO 4. DOOR SHALL NOTE SWING INTO THE CLEAR SPACE REQUIRED FOR ANY FIXTURE. 5. THE INSIDE AND OUTSIDE OF COMPARTMENT DOOR SHALL FOUNTAINS OPERATE THE FLUSH VALVE. BE EQUIPPED WITH A LOOP OR U-SHAPPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING 3. IF A URINAL IS LOCATED IN AN ALCOVE OR ADJACENT TO A SIDEWALL EXTENSION THAT EXCEEDS 24" FROM THE BACK LONG DIRECTION OF AT TOP OF CURB RAMPS �\ 42" MIN. PROVIDE DETECTABLE - PROVIDE 12" HIDE GROOVED ACTIVATOR (Vq" TO I" HARNIN6 (TRUNCATED DOME5) TO DIRECTION OF TRAVEL ' MEN PEDESTRIAN WAY I ) GRAB BAR ENTERS A VEHICULAR DRIVE n MIN., 3b" MIN. (OR ENTIRE LENGTH ON WIDE 51DE NOMINAL DIA. OF CURB -GUT RAMP) 5= PLAN q" MAX. ` 60" MIN. GLR. fju Z Ib" IN. 18" MAX. WALL z t v I �� 36" MIN. 34" MIN. GRAB BAR GLR. i 1L SIDE VIEW FRONT VIEW ` - - 18" MIN FLOOR MOUNTED Sq" MIN. TYPICAL ELEVATIONS GRAB BARHALL MOUNTED 5bb" MIN. 18" L 32" MIN. ` �� TYPICAL MIN. GLR \ 1. THE 60" CLEAR SPACE SHOWN IS TO BE CLEAR OF OBJECTS TO A HEIGHT OF 27" ABOVE THE FLOOR. i 2. THE FLUSH VALVE SHALL BE ON THE WIDE SIDE OF THE TOILET AREA, 44" MAXIMUM ABOVE THE FLOOR, AND OPERABLE WITH A 5 LB MAX SIDE ENTRANCE FORCE 44" MIN 1 3. THE TOILET PAPER DISPENSER SHALL ALLOW FOR CONTTNUOUS PAPER FLOW AND SHALL NOT CONTROL DELIVERY. 4. THE GRAB BARS SHALL BE SMOOTH, UNABLE TO ROTATE WITHIN THEIR FITTINGS, AND BE CAPABLE OF SUPPORTING A 250 LB. POINT LOAD AND SHALL HAVE A MINIMUM RADIUS OF 1/8". SURFACES BEHIND THE GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE OBJECTS. 5. FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE OF APPROVED MATERIALS WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OF URINALS SHALL BE SIDEWALKS 1. SIDEWALKS SHALL BE A CONTINUOUS COMMON SURFACE WITH A MAXIMUM LEVEL CHANGE OF 1/2". LEVEL CHANGES OF A 1/4" OR LESS MAY BE VERTICAL. LEVEL CHANGES BETWEEN 1/4" AND 1/2" ARE TO BE BEVELED A MINIMUM OF 1:2. 2. THE SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 5.07". THE CROSS SLOPE SHALL NOT EXCEED 2.07. 3. GRATING SHALL BE INSTALLED ONLY IF NECESSARY WITH A MAXIMUM OPENING OF 1/2" IN THE DIRECTION OF TRAVEL. 4. WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' IN LENGTH EVERY 400'. 5. ACCESSIBLE ROUTES NTH LESS THAN 60" OF CLEAR WIDTH SHALL HAVE A PASSING SPACE A MINIMUM OF 60" x 60" AT LEAST EVERY 200'. 6. SURFACES ARE TO BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH. 7. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE IDENTIFIED BY A CONTINUOUS DETECTABLE WARNING, 36" WIDE, PLACED AT THE BOUNDARY BETWEEN THE VEHICULAR AREA AND THE PEDESTRIAN WAY, EXTENDING THE FULL LENGTH OF THE BOUNDARY. THE DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCH AT THE BASE TAPERING TO 0.45 INCH AT THE TOP, A HEIGHT OF NOMINAL 0.2 INCH AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES. IT SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. THE COLOR OF THE DETECTABLE WARNING MUST BE YELLOWCONFORMING TO FEDERAL COLOR NO. 33538 OF STANDARD NO. 5958. THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DETECTABLE WARNING SURFACE SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT, 8. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGE. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5 PERCENT SLOPE) WITHIN 4 FEET OF THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10 PERCENT SLOPE) 42" MIN. GRAB BAR I z � z 48" MIN. GLR. z 4" MAX. 36" MIN. m U GRAB BAR `t• FRONT ENTRANCE SIMILARLY FINISHED TO A HEIGHT OF 48". MATERIALS SHALL BE A TYPE WHICH IS NOT AFFECTED BY MOISTURE. SINGLE ACCOMODATION MULTIPLE ACCOMODATION SINGLE ACCOMMODATION TOILETS MAX. P MAX. H 1. SUFFICIENT SPACE IS REQUIRED FOR A WHEELCHAIR MEASURING 30" x 48" TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. PROVIDE b" HIGH (MIN) 60" SQ. REST AREA OR 12" 4" CURB WHEN PEDESTRIAN MIN. PA551N6 SPACE (2% MAX. SLOPE) POLE 4. THE ENTRY DOOR SHALL HAVE A PRIVACY LATCH (PUSH BUTTON -LEVER RELEASE). WAY 15 ADJACENT TO A VEHICULAR PARKIN6 AREA UNDERNEATH THE LAVATORY. MULTIPLE ACCOMMODATION TOILETS 2. DRAIN AND HOT WATER PIPING IS TO BE INSULATED OR CONFIGURED TO PREVENT CONTACT. 1. THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE 44" ON A LATCH SIDE APPROACH AND 48" ON A HINGE SIDE APPROACH. 8� ozz 2. DOORS OTHER THAN THE DOOR TO THE ACCESSIBLE TOILET COMPARTMENT IN ANY POSITION SHALL NOT ENCROACH MORE THAN 12" INTO 4. FAUCETS SHALL BE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF-CLOSING VALVES (MIN. 10 SECOND OPEN THE 60" CLEAR SPACE. L -- - 1- ji FLOW) OPERABLE LITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING OF TWISTING OR THE WRIST WITH A 5 LB. 3. THE HANDICAPPED COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE (3 SECOND MINIMUM SWEEP TIME FROM MAXIMUM FORCE REQUIRED TO ACTIVATE THE CONTROLS. OPEN POSITION OF 70 DEGREES TO A POINT 3" FROM THE LATCH). IT SHALL PROVIDE A MINIMUM 9" CLEARANCE FOR FOOTRESTS CLEAR EPAGE DEPTH UNDERNEATH THE DOOR, OR A MINIMUM 18" STRIKE SIDE CLEARANCE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR IS TO BE URINALS EQUIPPED WITH A LOOP OR U SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH IS TO BE A FLIP -OVER STYLE, SLIDING, OR 1. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE MAY ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OTHER HARDWARE NOT REQUIRING TIGHT GRASPING OR TWISTING. THE OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 44" OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. ABOVE FINISH FLOOR. 2. THE FLUSH VALVE SHALL BE AT A MAXIMUM HEIGHT OF 44" ABOVE THE FLOOR WITH A 5 LB. MAXIMUM PRESSURE TO 4. DOOR SHALL NOTE SWING INTO THE CLEAR SPACE REQUIRED FOR ANY FIXTURE. 5. THE INSIDE AND OUTSIDE OF COMPARTMENT DOOR SHALL FOUNTAINS OPERATE THE FLUSH VALVE. BE EQUIPPED WITH A LOOP OR U-SHAPPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING 3. IF A URINAL IS LOCATED IN AN ALCOVE OR ADJACENT TO A SIDEWALL EXTENSION THAT EXCEEDS 24" FROM THE BACK LONG DIRECTION OF AT TOP OF CURB RAMPS WALL, THE CLEAR WIDTH SHALL NOT BE LESS THAN 36" PROVIDE DETECTABLE 6RATIN6 PERPENDICULAR PROVIDE 12" HIDE GROOVED HARNIN6 (TRUNCATED DOME5) TO DIRECTION OF TRAVEL BORDER (3/4" O.G) MEN PEDESTRIAN WAY ENTERS A VEHICULAR DRIVE 3b" MIN. (OR ENTIRE LENGTH A15LE OR PARKING AREA OF CURB -GUT RAMP) PLAN SIDEWALKS 1. SIDEWALKS SHALL BE A CONTINUOUS COMMON SURFACE WITH A MAXIMUM LEVEL CHANGE OF 1/2". LEVEL CHANGES OF A 1/4" OR LESS MAY BE VERTICAL. LEVEL CHANGES BETWEEN 1/4" AND 1/2" ARE TO BE BEVELED A MINIMUM OF 1:2. 2. THE SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 5.07". THE CROSS SLOPE SHALL NOT EXCEED 2.07. 3. GRATING SHALL BE INSTALLED ONLY IF NECESSARY WITH A MAXIMUM OPENING OF 1/2" IN THE DIRECTION OF TRAVEL. 4. WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' IN LENGTH EVERY 400'. 5. ACCESSIBLE ROUTES NTH LESS THAN 60" OF CLEAR WIDTH SHALL HAVE A PASSING SPACE A MINIMUM OF 60" x 60" AT LEAST EVERY 200'. 6. SURFACES ARE TO BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALT FINISH. 7. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE IDENTIFIED BY A CONTINUOUS DETECTABLE WARNING, 36" WIDE, PLACED AT THE BOUNDARY BETWEEN THE VEHICULAR AREA AND THE PEDESTRIAN WAY, EXTENDING THE FULL LENGTH OF THE BOUNDARY. THE DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCH AT THE BASE TAPERING TO 0.45 INCH AT THE TOP, A HEIGHT OF NOMINAL 0.2 INCH AND A CENTER -TO -CENTER SPACING OF NOMINAL 2.35 INCHES. IT SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. THE COLOR OF THE DETECTABLE WARNING MUST BE YELLOWCONFORMING TO FEDERAL COLOR NO. 33538 OF STANDARD NO. 5958. THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DETECTABLE WARNING SURFACE SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT, 8. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGE. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5 PERCENT SLOPE) WITHIN 4 FEET OF THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10 PERCENT SLOPE) 42" MIN. GRAB BAR I z � z 48" MIN. GLR. z 4" MAX. 36" MIN. m U GRAB BAR `t• FRONT ENTRANCE SIMILARLY FINISHED TO A HEIGHT OF 48". MATERIALS SHALL BE A TYPE WHICH IS NOT AFFECTED BY MOISTURE. SINGLE ACCOMODATION MULTIPLE ACCOMODATION SINGLE ACCOMMODATION TOILETS MAX. P MAX. H 1. SUFFICIENT SPACE IS REQUIRED FOR A WHEELCHAIR MEASURING 30" x 48" TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. UNLIMITED UNLIMITED 2. EXCEPT AT DOORS, THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE TO THE FACILITY IS 36". 12" 4" 3. THE DOOR SHALL NOT ENCROACH MORE THAN 12" INTO THE REQUIRED 60" CLEAR SPACE. UNLIMITED UNLIMITED 4. THE ENTRY DOOR SHALL HAVE A PRIVACY LATCH (PUSH BUTTON -LEVER RELEASE). �E REQUIRED CLEAR SPACE MAY ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. MULTIPLE ACCOMMODATION TOILETS 2. DRAIN AND HOT WATER PIPING IS TO BE INSULATED OR CONFIGURED TO PREVENT CONTACT. 1. THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE 44" ON A LATCH SIDE APPROACH AND 48" ON A HINGE SIDE APPROACH. 3. THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER THE LAVATORY. 2. DOORS OTHER THAN THE DOOR TO THE ACCESSIBLE TOILET COMPARTMENT IN ANY POSITION SHALL NOT ENCROACH MORE THAN 12" INTO 4. FAUCETS SHALL BE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF-CLOSING VALVES (MIN. 10 SECOND OPEN THE 60" CLEAR SPACE. L -- - 1- ji FLOW) OPERABLE LITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING OF TWISTING OR THE WRIST WITH A 5 LB. 3. THE HANDICAPPED COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE (3 SECOND MINIMUM SWEEP TIME FROM MAXIMUM FORCE REQUIRED TO ACTIVATE THE CONTROLS. OPEN POSITION OF 70 DEGREES TO A POINT 3" FROM THE LATCH). IT SHALL PROVIDE A MINIMUM 9" CLEARANCE FOR FOOTRESTS CLEAR EPAGE DEPTH UNDERNEATH THE DOOR, OR A MINIMUM 18" STRIKE SIDE CLEARANCE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR IS TO BE URINALS EQUIPPED WITH A LOOP OR U SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH IS TO BE A FLIP -OVER STYLE, SLIDING, OR 1. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE MAY ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OTHER HARDWARE NOT REQUIRING TIGHT GRASPING OR TWISTING. THE OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 44" OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. ABOVE FINISH FLOOR. 2. THE FLUSH VALVE SHALL BE AT A MAXIMUM HEIGHT OF 44" ABOVE THE FLOOR WITH A 5 LB. MAXIMUM PRESSURE TO 4. DOOR SHALL NOTE SWING INTO THE CLEAR SPACE REQUIRED FOR ANY FIXTURE. 5. THE INSIDE AND OUTSIDE OF COMPARTMENT DOOR SHALL FOUNTAINS OPERATE THE FLUSH VALVE. BE EQUIPPED WITH A LOOP OR U-SHAPPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING 3. IF A URINAL IS LOCATED IN AN ALCOVE OR ADJACENT TO A SIDEWALL EXTENSION THAT EXCEEDS 24" FROM THE BACK OR THE HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. WALL, THE CLEAR WIDTH SHALL NOT BE LESS THAN 36" 5) TOILET FACILITIES PROTECT TH15 AREA FROM CROSS -TRAFFIC GAME DETECTION AREA OVERHEAD HAZARDS PLAN WARNING P HANDRAIUGUIDERAIL WARNING CURB CHANGE IN LEVEL (47 OR GREATER) OBJECTS ON POSTS OR PYLONS PROTRUDING OBJECTS 1. OBJECTS PROTRUDING FROM WALLS MAY BE AS SHOWN. 2. PRUTRUDING OBJECTS MAY NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 3. FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR. EDGES AND CORNERS SHALL BE ROUNDED OR EASED WITH 1/8" MINIMUM RADIUS. 4. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES HAVE A MINIMUM OF 80" CLEAR HEAD ROOM. PRC WALL PROTRUSIONS HEIGHT MAX. P MAX. H 21 OR LE55 UNLIMITED UNLIMITED 27" - 80" 12" 4" GREATER M UNLIMITED UNLIMITED 40" MAX. 10" MAX. 3on i r----, I I I , I I L - - - J CONTROL s PLAN SIDE REACH 48" _ I CONTROL PLAN FRONT REACH NO OBSTRUCTIONS CONTROL HEIGHTS 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY VATH THE PROVISIONS SHOWN. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN ONE OF THE REACH RANGES DETAILED. CLEAR FLOOR SPACE SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT AS DETAILED. REQUIRED Ill" MAX. CLEAR SPACE r---- - , Z i � p i I r�5 L �48" MIN R PLAN 8" MIN. KNEE CLEARANCE LAVATORIES TOILET ROOM SIGNAGE 1. THE CHARACTERS AND BACKGROUND OF THE DOOR SIGN IS TO BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN IS TO DISTINCTIVELY CONTRAST WITH THE COLOR AND CONTRAST OF THE DOOR. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. VERBAL DESCRIPTION AS TO RESTROOM USAGE IS TO BE PLACED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY. 3. THE WALL SIGN SHALL MEET THE REQUIREMENTS OF SIGNAGE FOR PERMANENT ROOMS AND SPACES. SEE THE "SIGNS AND IDENTIFICATION" DETAIL. CONTROL CONTROL FLOOR CONTROL CONTROL } FLOOR CONTROL OBSTRUCTION MAX SIDE REACH X OL UCTION FRONT REACH AT OBSTRUCTIONS X MMAX. 18" TO Iq" MIN. 20" - 25" X 4411 3011 LESS „ THAN 20 X 46" 21" 1s b" MAX. TOE CLEARANCE T - - - - -----, I i 24" MIN. LCLEAR AT EXTERIOR DOORS z I 18" MIN. CLEAR AT INTERIOR DOORS I I i I i 1 I I I i I �- PROVIDE T H15 ADDITIONAL Q I SPACE IF DOOR 15 EQUIPPED PUSH SIDE I HITH 190TH A LATCH AND L - - - -- ACLOSER 12" MIN. FRONT APPROACH DOORS IN SERIES DOORS 1. THE MAXIMUM THRESHOLD HEIGHT SHALL BE 1/2 " WITH A MAXIMUM VERTICAL CHANGE OF 1/4". THE CHANGE IN LEVEL BETWEEN 1/2" AND 1/4",SHALL BE BEVELED AT A 1:2 GRADIENT. 2. DOORMATS ARE TO BE SECURELY ATTACHED AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL -CUT PILE OR LEVEL-CUT/UNCUT PILE WITH PILE NOT EXCEEDING 1/2" IN HEIGHT. EXPOSED EDGES SHALL HAVE A TRIM THE ENTIRE LENGTH OF THE EXPOSED EDGE 3. THE MINIMUM DOOR SHALL BE S-0" WIDE x 6'-8" HIGH, WITH A 32" MIN. CLEARWAY. 4. THERE SHALL BE A 10" UNINTERRUPTED SPACE AT THE BOTTOM OF THE DOOR. 5. REVOLVING DOORS MAY NOT BE USED AS AN EXIT. 6. THE FLOOR OR LANDING AREA SHOWN IS TO BE CLEAR WITH A SURFACE SLOPE NOT TO EXCEED A 1:50 GRADIENT (291;). 7. FOR SIGNAGE AT EXIT DOORS/FACILITIES SEE THE "SIGNS AND IDENTIFICATION" DETAIL. REQUIRED CLEAR SPACE X--�---- � Z � I 48" MIN. PLAN URINALS z PULL SIDE i I � I PUSH IDE 24" MIN. * NOTE= 48" MINIMUM IF DOOR HAS BOTH A LATCH AND A CL05ER LATCH APPROACH 3h" * NOTE: 48" MINIMUM IF DOOR HAS BOTH A LATCH AND A 61-05ER HINGE APPROACH HARDWARE 1. EXIT DOORS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. LATCHING AND LOCKING DOORS ARE TO BE HAND OPERATED AND OPERABLE WITH A SINGLE EFFORT (IE, LEVER TYPE, PANIC BARS OR PUSH-PULL TYPE). 3. OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 40" ABOVE FINISH FLOOR, 4. DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3" OF THE LATCH. MAXIMUM EFFORT TO OPERATE DOORS 1. INTERIOR DOOR: 5 LBS. 2. EXTERIOR DOOR: 5 LBS. 3. FIRE DOORS: 15 LBS. TYPICAL DOOR MOUNTED SIGNAGE DOOR SIGNAGE ACCESSORIES IN SANITARY FACILITIES 1. A MINIMUM OF 30" X 48" CLEAR FLOOR OR GROUND SPACE IS TO BE PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES. 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE MAY ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 3. MIRRORS ARE TO BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" ABOVE THE FLOOR. 4. OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES ARE TO BE LOCATED A MAXIMUM OF 40" ABOVE THE FLOOR (I.E., SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, AUTO -DRYERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, ETC.). 5. CONTROLS AND OPERATING MECHANISMS ARE TO BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 6. THE FORCE REQUIRED TO ACTIVATE ALL CONTROLS IS TO BE 5 LBF. MAXIMUM. 7. COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES (48" MAX. ABOVE FLOOR RECOMMENDED). 8. IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL HAVE A USABLE SHELF NO HIGHER THAN 44" ABOVE THE FLOOR. DRINKING FOUNTAINS 1. DRINKING FOUNTAINS ARE TO BE INSTALLED IN ALCOVES NOT LESS THAN 32" WIDE x 18" DEEP. 2. THE LEVER OR PUSH BAR TYPE OF CONTROL IS TO BE LOCATED ON THE FRONT OR SIDE A MAXIMUM OF 6" FROM THE FRONT EDGE. 3. THE SPOUT IS TO BE LOCATED FROM 5" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. 4. THE STREAM FROM THE BUBBLER IS TO BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE AND A MINIMUM OF 4" HIGH. 5. IF A DRINKING FOUNTAIN IS PROVIDED ON A FLOOR, AN ACCESSIBLE FOUNTAIN AND A STANDARD FOUNTAIN MUST BOTH BE PROVIDED; OR, IN LIEU OF TWO DRINKING FOUNTAINS, A SINGLE HI -LO FOUNTAIN MAY BE PROVIDED WITH ONE FOUNTAIN AT THE ACCESSIBLE HEIGHT AND THE OTHER AT THE STANDARD HEIGHT. r """" • "" "ITED 516N TOILET ROOD ACCESSORIES FOR EGRESS SIGNAGE: REFER TO PLAN FOR REQUIRED VERBAGE: bn (on "EXIT ROUTE," "EXIT," "EXIT STAIR DOWN" SIGNAGE FOR EXIT DOORS/FACILITIES AND PERMANENT ROOMS/SPACES EXIT ©� sX 1. LETTERS AND NUMERALS ON SIGNS ARE TO BE RAISED 1/32" BETWEEN LATCH u� 5/8" AND 2" HIGH, SAN SERIF UPPERCASE CHARACTERS AND ARE TO BE SIDE OF v ACCOMPANIED BY GRADE 2 BRAILLE. BRAILLE DOTS ARE TO BE 1/10" ON 6" DOOR CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. �, 6' DOOR POST OVERHEAD 2. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE EXIT 1 SHALL BE PLACED IN A MINIMUM OF V AND MAXIMUM OF Y" DIRECTLY - STAIR BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN A `O PLAN REVIEW AND INSPECTION OF ACCESSIBLE SIGNAGE TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER DOWN 1. WHEN A PERMIT IS REQUIRED FOR NEW CONSTRUCTION OR BELOW ALL LINES OF TACTILE TEXT. AI�b ALTERATIONS, PLAN REVIEW AND INSPECTION FOR SIGNAGE IS 3. PICTOGRAMS (6" MIN. HT.) ARE TO BE ACCOMPANIED BY THE EQUIVALENT (o" 2 ,::, 11 REQUIRED PRIOR TO ISSUING THE FINAL CERTIFICATE OF OCCUPANCY VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM,-' 4. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, b" SIGNS AND IDENTIFICATION OR OTHER NON -GLARE FINISH. THE CHARACTERS SHALL CONTRAST WITH '�----'� 1. GENERAL - THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THEIR BACKGROUND. EXIT THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE 5. PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED, ARE TO BE INSTALLED TO AND USABLE BY INDIVIDUALS WITH DISABILITIES. ELEMENTS AND ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE ROUTE SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY LEAF DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ARE PARKING SPACES, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLYbn PASSENGER LOADING ZONES, BUILDING ENTRANCES AND TOILET & ON THE RIGHT). THE MOUNTING HEIGHT IS TO BE 60" FROM THE FINISH BATHING FACILITIES. FLOOR TO THE CENTERLINE OF THE SIGN AND SHALL ALLOW A PERSON TO b„ 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING �\ WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. TO COLOR NO. 15090 IN FEDERAL STANDARD 599b. 3. SIGNS SHALL BE ROUNDED, CHAMFERED, OR EASED AND CORNERS OF SIGNAGE THAT PROVIDES DIRECTION TO OR INFORMATION ABOUT FUNCTIONAL SIGNS SHALL HAVE A MINIMUM RADIUS OF Ya" SPACES OF THE BUILDING OR FACILITY , 4. SIGNS SHALL BE Ya" THICK 1. LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO 5. THE SIGN SHALL CONTRAST WITH THE DOOR EITHER LIGHT ON A DARK BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN q^ BACKGROUND OR DARK ON A LIGHT BACKGROUND 1:5 AND 1:10. CHARACTERS AND NUMBERS ON SIGNS ARE TO BE A MINIMUM OF 3" IN HEIGHT WHEN SUSPENDED OR PROJECTED OVERHEAD 80" v ENTRANCE SIGNS OR MORE ALONG A PATH OF TRAVEL AND ARE TO BE APPROPRIATELY ACCESS y -� 1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BESEAT) k 1 116 , PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH AT LEAST ONE READ. � , S AIL STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS 2. CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING OTHER NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR PEDESTRIAN WAYS. BACKGROUND. INTO. .moi o YQ 9 CA' SIGNS D IDENTIFICATION - �rni 1 9 2013 - A). -s /o 48" MIN. 18" TO Iq" MIN. HIDTH 18" - 24" r - - - 4" MAX. n 15" MIN. Z I z �c a rR I m z � REQU►RED L -- - 1- ji f�p r vA c% -'4 CLEAR EPAGE DEPTH IS MIN. 8" MIN. b" MAX. PLAN 11" DRINKING FOUNTAINS DRINKING FOUNTAINS 1. DRINKING FOUNTAINS ARE TO BE INSTALLED IN ALCOVES NOT LESS THAN 32" WIDE x 18" DEEP. 2. THE LEVER OR PUSH BAR TYPE OF CONTROL IS TO BE LOCATED ON THE FRONT OR SIDE A MAXIMUM OF 6" FROM THE FRONT EDGE. 3. THE SPOUT IS TO BE LOCATED FROM 5" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. 4. THE STREAM FROM THE BUBBLER IS TO BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE AND A MINIMUM OF 4" HIGH. 5. IF A DRINKING FOUNTAIN IS PROVIDED ON A FLOOR, AN ACCESSIBLE FOUNTAIN AND A STANDARD FOUNTAIN MUST BOTH BE PROVIDED; OR, IN LIEU OF TWO DRINKING FOUNTAINS, A SINGLE HI -LO FOUNTAIN MAY BE PROVIDED WITH ONE FOUNTAIN AT THE ACCESSIBLE HEIGHT AND THE OTHER AT THE STANDARD HEIGHT. r """" • "" "ITED 516N TOILET ROOD ACCESSORIES FOR EGRESS SIGNAGE: REFER TO PLAN FOR REQUIRED VERBAGE: bn (on "EXIT ROUTE," "EXIT," "EXIT STAIR DOWN" SIGNAGE FOR EXIT DOORS/FACILITIES AND PERMANENT ROOMS/SPACES EXIT ©� sX 1. LETTERS AND NUMERALS ON SIGNS ARE TO BE RAISED 1/32" BETWEEN LATCH u� 5/8" AND 2" HIGH, SAN SERIF UPPERCASE CHARACTERS AND ARE TO BE SIDE OF v ACCOMPANIED BY GRADE 2 BRAILLE. BRAILLE DOTS ARE TO BE 1/10" ON 6" DOOR CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. �, 6' DOOR POST OVERHEAD 2. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE EXIT 1 SHALL BE PLACED IN A MINIMUM OF V AND MAXIMUM OF Y" DIRECTLY - STAIR BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN A `O PLAN REVIEW AND INSPECTION OF ACCESSIBLE SIGNAGE TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER DOWN 1. WHEN A PERMIT IS REQUIRED FOR NEW CONSTRUCTION OR BELOW ALL LINES OF TACTILE TEXT. AI�b ALTERATIONS, PLAN REVIEW AND INSPECTION FOR SIGNAGE IS 3. PICTOGRAMS (6" MIN. HT.) ARE TO BE ACCOMPANIED BY THE EQUIVALENT (o" 2 ,::, 11 REQUIRED PRIOR TO ISSUING THE FINAL CERTIFICATE OF OCCUPANCY VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM,-' 4. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, b" SIGNS AND IDENTIFICATION OR OTHER NON -GLARE FINISH. THE CHARACTERS SHALL CONTRAST WITH '�----'� 1. GENERAL - THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THEIR BACKGROUND. EXIT THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE 5. PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED, ARE TO BE INSTALLED TO AND USABLE BY INDIVIDUALS WITH DISABILITIES. ELEMENTS AND ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE ROUTE SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY LEAF DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ARE PARKING SPACES, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLYbn PASSENGER LOADING ZONES, BUILDING ENTRANCES AND TOILET & ON THE RIGHT). THE MOUNTING HEIGHT IS TO BE 60" FROM THE FINISH BATHING FACILITIES. FLOOR TO THE CENTERLINE OF THE SIGN AND SHALL ALLOW A PERSON TO b„ 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING �\ WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. TO COLOR NO. 15090 IN FEDERAL STANDARD 599b. 3. SIGNS SHALL BE ROUNDED, CHAMFERED, OR EASED AND CORNERS OF SIGNAGE THAT PROVIDES DIRECTION TO OR INFORMATION ABOUT FUNCTIONAL SIGNS SHALL HAVE A MINIMUM RADIUS OF Ya" SPACES OF THE BUILDING OR FACILITY , 4. SIGNS SHALL BE Ya" THICK 1. LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO 5. THE SIGN SHALL CONTRAST WITH THE DOOR EITHER LIGHT ON A DARK BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN q^ BACKGROUND OR DARK ON A LIGHT BACKGROUND 1:5 AND 1:10. CHARACTERS AND NUMBERS ON SIGNS ARE TO BE A MINIMUM OF 3" IN HEIGHT WHEN SUSPENDED OR PROJECTED OVERHEAD 80" v ENTRANCE SIGNS OR MORE ALONG A PATH OF TRAVEL AND ARE TO BE APPROPRIATELY ACCESS y -� 1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BESEAT) k 1 116 , PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH AT LEAST ONE READ. � , S AIL STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS 2. CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING OTHER NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR PEDESTRIAN WAYS. BACKGROUND. INTO. .moi o YQ 9 CA' SIGNS D IDENTIFICATION - �rni 1 9 2013 - A). -s /o DEPTH MIN. HIDTH 18" - 24" 32" 6REAT'ER n THAN 24" DRINKING FOUNTAINS 1. DRINKING FOUNTAINS ARE TO BE INSTALLED IN ALCOVES NOT LESS THAN 32" WIDE x 18" DEEP. 2. THE LEVER OR PUSH BAR TYPE OF CONTROL IS TO BE LOCATED ON THE FRONT OR SIDE A MAXIMUM OF 6" FROM THE FRONT EDGE. 3. THE SPOUT IS TO BE LOCATED FROM 5" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. 4. THE STREAM FROM THE BUBBLER IS TO BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE AND A MINIMUM OF 4" HIGH. 5. IF A DRINKING FOUNTAIN IS PROVIDED ON A FLOOR, AN ACCESSIBLE FOUNTAIN AND A STANDARD FOUNTAIN MUST BOTH BE PROVIDED; OR, IN LIEU OF TWO DRINKING FOUNTAINS, A SINGLE HI -LO FOUNTAIN MAY BE PROVIDED WITH ONE FOUNTAIN AT THE ACCESSIBLE HEIGHT AND THE OTHER AT THE STANDARD HEIGHT. r """" • "" "ITED 516N TOILET ROOD ACCESSORIES FOR EGRESS SIGNAGE: REFER TO PLAN FOR REQUIRED VERBAGE: bn (on "EXIT ROUTE," "EXIT," "EXIT STAIR DOWN" SIGNAGE FOR EXIT DOORS/FACILITIES AND PERMANENT ROOMS/SPACES EXIT ©� sX 1. LETTERS AND NUMERALS ON SIGNS ARE TO BE RAISED 1/32" BETWEEN LATCH u� 5/8" AND 2" HIGH, SAN SERIF UPPERCASE CHARACTERS AND ARE TO BE SIDE OF v ACCOMPANIED BY GRADE 2 BRAILLE. BRAILLE DOTS ARE TO BE 1/10" ON 6" DOOR CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. �, 6' DOOR POST OVERHEAD 2. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE EXIT 1 SHALL BE PLACED IN A MINIMUM OF V AND MAXIMUM OF Y" DIRECTLY - STAIR BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN A `O PLAN REVIEW AND INSPECTION OF ACCESSIBLE SIGNAGE TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER DOWN 1. WHEN A PERMIT IS REQUIRED FOR NEW CONSTRUCTION OR BELOW ALL LINES OF TACTILE TEXT. AI�b ALTERATIONS, PLAN REVIEW AND INSPECTION FOR SIGNAGE IS 3. PICTOGRAMS (6" MIN. HT.) ARE TO BE ACCOMPANIED BY THE EQUIVALENT (o" 2 ,::, 11 REQUIRED PRIOR TO ISSUING THE FINAL CERTIFICATE OF OCCUPANCY VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM,-' 4. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, b" SIGNS AND IDENTIFICATION OR OTHER NON -GLARE FINISH. THE CHARACTERS SHALL CONTRAST WITH '�----'� 1. GENERAL - THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THEIR BACKGROUND. EXIT THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE 5. PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED, ARE TO BE INSTALLED TO AND USABLE BY INDIVIDUALS WITH DISABILITIES. ELEMENTS AND ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE ROUTE SPACES OF ACCESSIBLE FACILITIES WHICH SHALL BE IDENTIFIED BY LEAF DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ARE PARKING SPACES, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLYbn PASSENGER LOADING ZONES, BUILDING ENTRANCES AND TOILET & ON THE RIGHT). THE MOUNTING HEIGHT IS TO BE 60" FROM THE FINISH BATHING FACILITIES. FLOOR TO THE CENTERLINE OF THE SIGN AND SHALL ALLOW A PERSON TO b„ 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING �\ WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. TO COLOR NO. 15090 IN FEDERAL STANDARD 599b. 3. SIGNS SHALL BE ROUNDED, CHAMFERED, OR EASED AND CORNERS OF SIGNAGE THAT PROVIDES DIRECTION TO OR INFORMATION ABOUT FUNCTIONAL SIGNS SHALL HAVE A MINIMUM RADIUS OF Ya" SPACES OF THE BUILDING OR FACILITY , 4. SIGNS SHALL BE Ya" THICK 1. LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO 5. THE SIGN SHALL CONTRAST WITH THE DOOR EITHER LIGHT ON A DARK BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN q^ BACKGROUND OR DARK ON A LIGHT BACKGROUND 1:5 AND 1:10. CHARACTERS AND NUMBERS ON SIGNS ARE TO BE A MINIMUM OF 3" IN HEIGHT WHEN SUSPENDED OR PROJECTED OVERHEAD 80" v ENTRANCE SIGNS OR MORE ALONG A PATH OF TRAVEL AND ARE TO BE APPROPRIATELY ACCESS y -� 1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BESEAT) k 1 116 , PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH AT LEAST ONE READ. � , S AIL STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS 2. CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING OTHER NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR PEDESTRIAN WAYS. BACKGROUND. INTO. .moi o YQ 9 CA' SIGNS D IDENTIFICATION - �rni 1 9 2013 - A). -s /o n' a '. CALL -OUT DESCRIPTION W V CW HW TRAP MFG* MODEL* NOTES 3: 9 W _I 0¢C w ULTRA FLUSH 1.1 PRESSURE - U WC -1 WATER CLOSET -TANK 1.1 GPF 4" 2" 1/2" GERBER ASSIST TOILET 17" ELONGATED ADA COMPLIANT ERGO HEIGHT MAXWELL OVAL SELF -RIMMING LAV -1 LAV .25 GPC MAX 2"2" 1/2" 1/2" 1 1/2" GERBER/ LAVATORY W/ MOEN SINGLE ADA COMPLIANT, SELF- MOEN HAND METERING LAV FAUCET CLOSING/SELF-METERING TWO STATION WALL MOUNT DF -1 DRINKING FOUNTAIN 2 2 1/2" ELKAY WATER COOLOERS BARRIER ADA COMPLIANT FREE ACCESS NSF/ANSI 61 COMPLIANT "WHITBY" SERVICE SINK K-6710 SS -1 SERVICE SINK 2 2 1/2" 1/2" 1 1/2" KOHLER / W/ MOEN TWO -HANDLE ADA COMPLIANT MOEN SERVICE SINK FAUCET#8230 STERLING SINGLE BASIN BS -1 BASIN SINK 2" 2" 1/2" 1/2" 1 1/2" STERLING / ENTERTAINMENT SINK B155 W/ ADA COMPLIANT MOEN MOEN TWO -HANDLE BAR/PANTRY FAUCET INDOOR WALL MOUNT, VENTED WH -1 TANKLESS WATER HEATER NORITZ TO EXTERIOR, 16,000-199,900 BTUS, 3/4" GAS, 120V POWER *CONTRACTOR MAY SUPPLY AN EQUI\/ELANT QUALITY FIXUTURE OF DIFFERENT MAKE/MODEL Ib I I a Do0 WATER: TYPE—L COPPER VENTS & WASTE: PVC SCH 40 CONDENSATE: TYPE—M COPPER GAS: BLACK IRON PIPE WATER SERVICE 1 1/4" POTABLE WATER SERVICE 20 FIXTURE UNITS GAS SERVICE 1 1/4' GAS SERVICE 499,000 BTUs FIXTURE LOAD 454 CUBIC FEET PER HOUR ANICq4 ,o BRAl/6,, <G'Gi y�fl 2 � �r2 lvQ 4 z � h kd— CALIFO�N\P DOMESTIC WATER PLAN �r� l V 1 1/4- _ 1'—p„ 0 4F ® _ . c 'co 0 O Lj 2 Uz E m ,ccam LL et/ I' -- z W 2i 0 U co TZ N N cri 0 \T U) 0 cn z Q SHEET a +� Iy Q W 3: 9 W _I 0¢C w Q U SHEET a Ll EXISTING 4" DWV WALL CLEAN-OUT 1. MAY EXTEND AS A WASTE OR VENT. 2. WALLCOVER AND SCREW. 3. 1/8" CAST IRON BEND. 4. BALANCE OR PIPING SAME AS CLEANOUT TO GRADE. 5. FLOOR. 6. PLUGGED TEE WITH CLEANOUT. 7. WALL N TS. ANICAt 94814 p C Lif T) LL. 0 E Q- Vo 2 m A 0 ct E c"' co o 2 GAS & WASTE PLAN. q�\ 1/4" = l' -O" QC co L-Li T— C) Z N 3: cei 0 T— 'r > cl) z Q LJ Z 3: z 9 LU < c/) Lij —j < cr Lij < (_) r) 0 q co QC ,cL- L -Li I L-Li Ln SHEET X12 SCREW EA, CORNEIR, -HEA71UG" 4 0 24" 0,C. EA. 51DE 601000, /EQUIPMENT STANDING OTHERS) (BY TRIM CLOSURES, $ SEAM ROOF FLASHING PER P,00F Model # PGD342060KOOICRANGE MFRS DETAILS, TYP. . .... ... .... . ...... FURUN, TrP. Ji" MAX. ...................... . ..... TYP_ 5x2V2x16ga GEE AS 151_1<6, T'(P. - CLIP FLANGES, BEND —Mil 570.41*8 M-2 M M NEB TA55, AND ATTACH (5) #10 51—REK5 EA. END ROOF -MOUNTED EQUIPMENT atoeg0.0� 206!230 6L7 26.0 A S7.S 0 113.6 i5.3 28.. V5,138.142,5AS7.1 I&X0.6 ITWITI —2" 4 2 IN0. a 38.Z140.11132.4 $9.1 13i.1TET DETAIL 5/4" =X -O' EQUIPMENT SCHEDULE AC -1 Hell &S Ton, 13 Seer Gas Elect. 208/230 V 1 o Model # PGD342060KOOIC -HEA71UG" CENTER OF GUY171 I11W X 11 1 2 601000, AC -2 Heil 3.5 Ton 13 Seer Gas/Elect. 20.9/230 V 10 ' z.. APACIW _.T 1 OUTPUT 'U.T_ C� 000 42OWMO $ Model # PGD342060KOOICRANGE - TEMPERATURE RISE 35-e5 T (19.4-36.1). ...................... EF -1 B oan 90 CFM J 4At, MECHANICAL NOTES: All Ducting to be metal to last seven ft. U1* PG(DA3 ELECTRICAL UO IT V. UNIT REIONT ININN I CHAV479RISTICS Le I go 'A' I CENTER OF GUY171 I11W X 11 1 2 M(110_1 44 411 165.0 -15118 1414.4 22-11116 570.4 16 IS7.2 17-116 33.0 42OWMO Eli Mw[s 20812-illl 441 20.1 —Mil 570.41*8 M-2 M M I 00MUERVEEIGHWr PG(D.8)3 VOLTAK .1. - ..: ..a. - atoeg0.0� 206!230 6L7 26.0 A S7.S 0 113.6 i5.3 28.. V5,138.142,5AS7.1 I&X0.6 ITWITI —2" 4 2 IN0. a 38.Z140.11132.4 $9.1 13i.1TET All Duct -Insulation ;t 0.0pWrapped With R-9 Insulation Controls to be Auto Set"Back.W/ seven Day'Program Outside Air Hood to be Field Installed Set Outside Air CFM at 2SO CFM All Supply, and Return Air Ducting To Be Covered During Construction As per Green Requirements% All Flexible Duct To Be R-8 Type Ducting Provide Smoke Shutdown Syste rn on Supply side of All A/C Units "A 3—#2 CU 1—#6 CU 1 1/4- PVC PANEL "A" 100A 10 EXISTING 400A 10 120/240 METER MAIN 400 MAIN 100 100 BDLG STEEL GAS WATER UFER ROD #4CU FOR ALL GROUNDING APPLICATIONS 3—#2 CU 1—#6 CU 1 1/4- PVC PANEL "B" 100A 10 PANEL BUS AMPS:! 1001 MFG 1 BLOC: MTG:I RECESSED MLO: PHASE:i 1 WIRES: £ 3 VOLTS: 120/240AT: AIC RATING: t VOLT -AMPS OUTLETS BKR WIRE BUS AMPS: 100 MFG: PHASE• 1 WIRES: i 3 WIRE BKR OUTLETS VOLT -AMPS DESCRIPTION 120/240 DESCRIPTION A B LTG REC M{SC A R AWG AWG R AM MIsc REC LTG A B WIRE HVAC 45 OUTLETS VOLT -AMPS DESCRIPTION A B LTG REC MIsC AMP R AWG 1 2 1 20 7x``1036 20 1 50 2 2 t 1 20, HVAC.t, MULTI -ROOM 3 4 1 20 20 HVAC ; 4500 3 4 5 6 1 20 720 x 50 2 20 1 5 6 4Q 1 7 8 1 20 RECEPTION OFFICE r 864 20 1 7 8 " 20 1 9 10 1 20 .40 20 1 20 1 10 11 12 1 20 20 , . 20 1 COQ 13 14 1 20 11 sA 20 1 20 15 16 1 20 F 20 1 13 14 1 T 20 1 17 18 1 20 20 1 {w: 28 1 19 20 1 20 20 1 20 21 22 1 20 17 18 20 1 23 24 1 20 s 1 19 20 1 20 20 1 25 26 1 20 h 1 21 122 20 1 1 27 28 1 20 - ,w ?k ` 20 1 1 29 30 1 20 ;Y 24 1 20 - 20 r y_ 20 1 26 31 32 1 20 777 20 .,. ..rY...'.i 20 1 27 .:, 20 1 20 33 34 1 20 20 1 35 36 30 1 20 37 38 20 1 31 32 39 40 20 F� 20 41 42 33 CONNECTED LOAD 9000 9000 1 of 0 CONNECTED LOAD LOAD DATA BY PRASE PHASE A VOLT -AMPS: 9000 VA. F PHASE B VOLT -AMISS: 9000 VA. TOTAL CONNECT VOLT -AMPS ; 18000 VA. TOTAL DEMAND AMPS = 18000 ;VOLT -AMPS I PHASE VOLTS 240 VOLTS /3 = 75 AMPS fi\ --f--D T U— c co 0-20 E w N N 2 U— PANEL BUS AMPS: 100 MFG: PHASE• 1 WIRES: i 3 `LOC:= VOLTS. 120/240 MTG: RECESSED AT:; MLO:: AIC RATING:: DESCRIPTION VOLT -AMPS OUTLETS BKR WIRE WIRE BKR OUTLETS VOLT -AMPS DESCRIPTION A B LTG REC MIsC AMP R AWG AWG R AMP MisC RECI LTG A B LIGHTS 7x``1036 20 1 1 2 t 1 20, ,60Q MULTI -ROOM OFFICE REC 77 1620 20 1 3 4 1 20 720 EXAM ROOM RECEPTION REC: X1260 20 1 5 6 1 20 `,1480 RECEPTION OFFICE r 864 20 1 7 8 1 20u,x'1400 OFFICE LIGHTS WALL PACKS .40 20 1 9 10 1 20 , . ROOF GFI COQ 20 1 11 12 1 20 F 20 1 13 14 1 20 20 1 15 16 1 20 20 1 17 18 1 20 20 1 19 20 1 20 20 1 21 122 1 20 20 1 23 24 1 20 - 20 1 25 26 1 20 20 1 27 28 1 20 20 1 29 30 1 20 20 1 31 32 1 20 F� 20 1 33 34 1 20 35 36 37 38 39 40 41 42 CONNECTED LOAD 1 27461 3984 1980 2120 CONNECTED LOAD LOAD DATA BY PHASE PHASE A VOLT -AMPS: 4726 VA. PHASE B VOLT -AMPS: 6104 VA. TOTAL CONNECT VOLT -AMPS - 10830 VA.: 'TOTAL DEMAND AMPS = 10830 ;VOLT -AMPS / PHASE VOLTS 240 VOLTS /3 = 45.125 AMPS fi\ --f--D T U— c co 0-20 E w N N 2 U— pCc 7 t'�'t+tea �` 6g Q) Cc Cr -i S f t t R 4 v pCc 7 t'�'t+tea �` 6g Q) Cc Cr -i J LIGHT FIXTURES A 2x4 TROFFER DROP—IN 0 (3)LAMP (32)WATT (2)BALLAST o� 4! 2x4 TROFFER DROP—IN B O (2)LAMP (32)WATT (1)BALLAST Q 1x4 SURFACE MOUNT WRAP L� _ E (2)LAMP (32)WATT (1)BALLAST + ? -+-- – U D O 60W PORCELAIN W/ GUARD 0 2 uj E 100W WALL PACK r�9 EM -1 �, EMERGENCY EGRESS LIGHTING (90MIN BATT BKUP) LIGHTING PLAN /�.3- /0q 1,4"- �f\ 'Ya SHEET w V -Z � z LLJ UwU U Q) � U w r - Z 0\8 - QM U `i. N 0 M ZW� WHO W X YQ Q U VF- ZRn R- N �N UUM �'o w8 00 Lu DATE ISSUED DWG. BY T.C. CHK'D BY 1 W 11/05/13 JOB NO. F - FILE NO. .j w Z U) J Q Z V 0 Q W W N J W LL WL- W F- W � Q m LL 0 F- U DATE ISSUED DWG. BY T.C. CHK'D BY 1 DATE 11/05/13 JOB NO. C13-195 FILE NO. SHEET T24. 1 1 OF 2 SHEET N Z *k E Lu z wU U� J E N ry, U W ZOO _ Qop (Dv� N D co ZW— Wv'o W" �QLL Qm U ULu Z �N LA uj It F- U(n �� wg� �couj DATE ISSUED W F— J DATE MARK ISSUED W J CHK'D BY DATE 11/05/13 JOB NO. C13.185 FILE NO. Z U 0 � W w N J W LL W u- W � � Q p W m L 0 U DATE ISSUED DATE MARK ISSUED DWG. BY T.C. CHK'D BY DATE 11/05/13 JOB NO. C13.185 FILE NO. SHEET T 22A. 2 OF 2 SHEET CLARIFICATION FROM ENGINEER OF RECORD WHERE CONFLICTS IN DRAWING OR DIMENSIONS ARISE PRIOR TO PROCEEDING WITH CONSTRUCTION. 9 BUILDER -/CONTRACTOR RESPONSIBILITIES Drawing Validity - These drawings, supporting structural calculations and design certification are based on the Shop Primed Steel - All structural members a DESIGN LOADING order documents as of the date of these drawings. Thee documents describe the material supplied by the material or protected b a f the Metal Building System not fabricated of corrosion resistant THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS manufacturer as of the date of these drawings. Any changes to the order documents after the date on these performanceprequireme is of SSPC Paint Specificaticoaton Noe painted surf one coat i shop primer meeting the INDICATED AND APPLIED AS REQUIRED BY: drawings may void these drawings, supporting structural calculations and design certification. The surfaces to receive shop primer are cleaned of CBC � � g loose rust, loose mill scale and other foreign matter b using, as a minimum, Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which SSPC-SP2 (Steel Structures PaintingCouncil) prior y g the hand tool cleaning method THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY ) p to painting. The coat of shop primer is intended to protect the WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT, result in changes to the drawings, supporting structural calculations and design certification. steel framing for only a short period of exposure to ordinary P y atmospheric conditions. Shop Primed steel stored in the field pending erection should be kept free of the FRAME ROOF DEAD LOAD Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the pockets, , mud and other contamination of the rgmern i and so positioned as to minimize water -holding / 2.500 manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes removal of u foreign material due to improper field storage film. Repairs of damage to primed surfaces and/or SUPERIMPOSED PSF Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product manufacturer. The Manufacturer is nt responsible for deterioratior site n are not the responsibility of the COLLATERAL (LIGHTS) 2 PSF P Ion of the shop coat of primer or corrosion that specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of may result from exposure to atmospheric and environmental conditions, nor the compatibility of t standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) P y he primer hi any FRAME / ROOF LIVE LOAD 16.46/12/14.66/20.00 PSF field applied coating. Minor abrasions to the shop coat (including galvanizing) caused by handling, loading, shipping Code Official Approval — It is the responsibility of the Builder Contractor to ensure that all project plans and unloading and erection after painting or galvanizing are unavoidable. Touch—up of these minor abrasions is theresponsibility of the End Customer (MBNA 06 IV 4.2.4) specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor SNOW LOAD is responsible for securing all required approvals and permits from the appropriate agency as required. PROJECT NOTES GROUND SNOW LOAD (Pg) 0.0000 PSF SNOW LOAD IMPORTANCE FACTOR (Is) 1.0000 Builder is responsible for State Federal and OSHA s. fety compliance —The Builder/Contractor is res onsible for Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members P conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM Al11 HSLAS with a minimum yield point of 50 FLAT ROOF SNOW LOAD (Pf) o PSF applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with SNOW EXPOSURE FACTOR (Ce) 1.0 a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36 Building Erection —The Builder/Contractor is responsible for all erection of the steel and associated work in minimum. Hollow structural shaped conform to ASTM A500 grade b, minimum yield point is 42 ksi for round THERMAL FACTOR (ct) 1.00 temporary compliance with the Metal Building Manufacturers drawings. Temporary supports, such as tem s P Y 9 u Y, HSS and 46 ksi for rectangular HSS. Material properties of cold form light gage steel members conform to the braces, false work or other elements required for erection will be determined, furnished and installed by the requirements of ASTM A1011 SS Grade 55 or AST erector. (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) of 55 ksi. M A101 1 HSLAS Class 1 Grade 55, with a minimum yield point WIND LOAD BASIC WIND SPEED 85 MPH iscrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal All bolt joints with A325 Type 1 bolts are specified as snug -tightened Buildin tans will P joints, unless noted otherwise, in WIND IMPORTANCE FACTOR (Iw} 1.00 Building p govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) accordance with the "Specification for Structural Joints usingASTM A325 or A " Pretensioning methods, including turn—of—nut and calibratedwrenchare not required Itunle unless noted otherwise. WIND EXPOSURE CATEGORY C Materials by Others -All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria The manufacturer does not assume any responsibility for the erection nor field supervision TOPOGRAPHICAL FACTOR 1.0 strength bolts o concerning any interface between materials if furnished as a part of the order documents, the manufacturers or any special inspections (including inspection of the high P on of the structure and INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 /-0.18 assumptions will govern. g g r field welds} as required during erection. The coordination and the costs associated for setting up and Special Inspections are the responsibility ZONE 4, COMPONENT WIND LOAD < 1OFT2 Correction of Errors - Normal erection operations include the correction of minor misfits by moderate amounts of the Erector, Owner, Architect, or Engineer of Record. of reaming, chipping, welding or cutting and the drawing of elements into line through the use of drift pins. Design is based upon the more severe loadingof either the roof snow 14.432 PSF PRESSURE -15.635 PSF SUCTION Errors which cannot be corrected by the foregoing means or which require major changes in the member load or the .roof live load. ZONE 5, COMPONENT WIND LOAD < 1oFr2 configuration should be reported immediately to the owner and fabricator b the erector, 14.432 PSF PRESSURE -19.207 PSF y to enable whoever is Loads, as noted, are given within order documents and are applied in general accordance with the applicable 7 sucTloN responsible either to correct the error or to approve the most efficient and economical method of correction to provisions of the model code and/or specification indicated. be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mar 05 Section 7.14) declares or attests that the loads as designated are proper Neither tthe the manufacture nor the certifying engineer ZONES PER ASCE 7-05; FIG. 6-11A (FOR IBC 06/09 BASE CODE p p cal provisions that may apply or for site � ) specific parameters. The manufacturer's Engineer's certification is limited to design loads supplied by an ZONES PER ASCE 7-98; FIG. 6=5A (FOR IBC 03 BASE CODE) Modification of the Metal Building from Plans —The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Architect and/or engineer of record for the overall construction project. RAIN INTENSITY Modification of the building configuration, such as removing wall panels or braces, from that shown on these 5—MINUTE DURATION, plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed This project is designed using manufactures standard serviceability standards. Generali this means that all 5 -YEAR Generally RECURRENCE (11) 4.0000 1N/HOUR Structural Engineer should be consulted prior to making any changes to the building configuration shown on stresses and deflections are within typical performance limits for normal occupancy and standard metal building these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly 5—MINUTE DURATION, 25—YEAR building not indicated on these drawings. stated in the contract documents. RECURRENCE (12) 6.0000 IN/HOUR Safety Commitment - The Metal Building Manufacturer has a commitment to manufacture quality building X -bracing (if applicable) is to be installed to a taut condition with all slack removed. Do not tighten beyond SEISMIC LOAD components that can be safely erected. However, the safetycommitment and job site this state. OCCUPANCY CATEGORY 11 — Normal j practices of the erector are beyond the control of the building manufacturer. It is strongly recommended that safe working conditions The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be SEISMIC IMPORTANCE FACTOR (Ie) 1.00 and accident prevention is the top priority of any job site. Local, State and Federal safety and health standards, whether standard statutory or customary, should always be followed to help ensure worker safety. attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in Ss 1.1640 SDs 0.8027 Make certain all employees know the safest and most productive way to erect a building. Emergency procedures excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using S1 0.4150 s should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use concentrated loads and may require separate support members within the roof system. D1 0.4385 of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where SITE CLASS D applicable, are recommended. For purposes of determining lift requirements, no bundles supplied by the The rigid frame at grid lines 1 and 4 are designed as a non -expandable ri id frame. SEISMIC DESIGN CATEGORY D P y a manufacturer will exceed 4000 lbs. For further information also reference the bill of materials for individual Corresponding frame reactions are calculated based upon actual tributary rg member weights of other structural members. If additional information is required contact the customer . service ea. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE department. Foundation Design - The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Dissimilar Materials - Never allow your roof to come in contact with, or water runoff from, any dissimilar metal including but not limited to: Copper and Arsenic Salts used in treated lumber, Calcium used in concrete, mortar and grout. Debris Removal - roof, gutters, trim, Any foreign etc. if left debris such as sawdust, on building for dirt, animal droppings, etc. will cause corrosion of the inspected for such conditions surfaces and if found, they should a long enough time. The roof should be periodically be removed. Rev. 10/18/12 The cold form members on the building designed by the metal building manufacturer do not TRANSVERSE LONGITUDINAL provide structural support at the top of the wall system not furnished b the metal building FRONT BACK y 9 BASIC FORCE RESISTING SYSTEM* C4 C4 manufacturer. - RESPONSE MODIFICATION COEFFICIENT(R) 3:5 3.5 SYSTEM OVER—STRENGTH FACTOR(Q0) 3.0000 2.0000 SEISMIC RESPONSE COEFFICIENT(Cs) 0.229 0.229 BLDG DESIGN BASE SHEAR (V) 4.55 (k) 4.28 (k) THE TRANSVERSE DIRECTION IS PARALLEL TO THE RIGID FRAMES THE LONGITUDINAL DIRECTION IS PERPENDICULAR TO THE RIGID FRAMES BASIC FORCE RESISTING SYSTEM* C4. STEEL ORDINARY MOMENT FRAME B4. STEEL ORDINARY CONCENTRIC BRACED FRAMES H. STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE G3. INVERTED PENDULUM SYSTEMS CANTILEVERED COLUMN SYSTEMS DRAWING INDEX ISSUE PAGE DESCRIPTION 0 C1 COVER SHEET 0 F1 ANCHOR BOLT PLAN 0 F2 ANCHOR BOLT REACTIONS 0 F3 ANCHOR BOLT DETAILS 0 E1 ROOF FRAMING PLAN 0 E2 FRONT SIDEWALL 0 E3 BACK SIDEWALL 0 E4 LEFT ENDWALL 0 E5 RIGHT ENDWALL 0 E6/E8 FRAME CROSS SECTION 0 DET1-13 STANDARD DETAILS i' DRAWING STATUS F-1 FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. 1-1 FOR CONSTRUCTION PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. 1XI FOR ERECTOR INSTALLATION FINAL DRAWINGS FOR CONSTRUCTION. FOR QUESTIONS OR ASSISTANCE CONCERNING ERECTION CALL: 800-784-9795 MONDAY — FRIDAY 7:30AM TO 5:OOPM ENGINEERING SEAL THIS CERTIFICATION COVERS PARTS MANUFACTURED AND DELIVERED BY THE MANUFACTURER ONLY, AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, FOUNDATION DESIGN AND ERECTION OF THE BUILDING. THESE DRAWINGS AND THE METAL BUILDING SYSTEM THEY REPRESENT ARE THE PRODUCT OF AN ,AFFILIATE OF NCI GROUP, INC. — 10943 N. SAM HOUSTON PARKWAY W., HOUSTON, TX 77064. THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE ENGINEER—OF—RECORD FOR THE OVERALL PROJECT. BUILDING SIZE: 36'-0" x 68'-0" x 13'-0" 1.0:12 ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD , metallic bu*ld*ng company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION OWNER• NICK (IDLER LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE ii/ 1/13 N.T.S. i a 14—B-29854 c1 0 (-3-%0 V\ Nov 06, 2013 C64613� * EXP 6/3012015 r CIVIV �� C co d - J W a f-- cn WI O f- O I N n STEEL LINE 1 1/2 FIN. FLOOR cn CONCRETE NOTCH DETAIL 19'-0" 17'-0 3/4" O Dia= 5/8" 68'-0" OUT—TO—OUT OF STEEL 4 „ 0 Dia= 3/4 2 3 25'-0" 24'-0" held Field 17'-0 3/4"1 L22-0 3/4" 19'-0,> 25'-0„ 24'-0" 2 3 4 ANCHOR BOLT PLAN ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD ctalfic bui*1di*nn an aw p y 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER R ESS/p CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER �'°F NKtFFy� LOCATION: BAKERSFIELD, CA 93307 a C 64613 7 � * CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE EXP. 6/30/2015 s'T,9 Glvil. 11/ 1/13 N.T.S. 1 A 14-B-29854 F1 0 i0.3�10 �QFcA��F� N held Field 17'-0 3/4"1 L22-0 3/4" 19'-0,> 25'-0„ 24'-0" 2 3 4 ANCHOR BOLT PLAN ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD ctalfic bui*1di*nn an aw p y 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER R ESS/p CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER �'°F NKtFFy� LOCATION: BAKERSFIELD, CA 93307 a C 64613 7 � * CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE EXP. 6/30/2015 s'T,9 Glvil. 11/ 1/13 N.T.S. 1 A 14-B-29854 F1 0 i0.3�10 �QFcA��F� WIND BENT REACTIONS aH �V ANCHOR BOLT SUMMARY (GENERAL NOTES 1. THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2. REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. 3. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN 4. THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER OF FORCES TO THE FOUNDATION. THE METAL BUILDING MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) 6. ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS NOTED OTHERWISE. BUILDING BRACING REACTIONS ± Reactions (k) Panel -Shear Wall - Col Wind - -Seismic - (Ib/ft) Lac Line Line Horz Vert Horz Vert Wind Seis L_EW 1 Rigid Frame At Endwall F_SW A Wind Bent In Wall R -EW 4 Rigid Frame At Endwall B -SW D Torsional Bracing Used RIGID FRAME: BASIC COLUMN REACTIONS (k Dia BASIC COLUMN REACTIONS (k ) Pro' Qty Locate (in) Type (in) O 4 Endwall 5/8" F1554 2.00 0 32 Frame 3/4" F1554 2.50 0 8 WindCol 3/4" F1554 2.50 (GENERAL NOTES 1. THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2. REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. 3. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN 4. THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER OF FORCES TO THE FOUNDATION. THE METAL BUILDING MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) 6. ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS NOTED OTHERWISE. BUILDING BRACING REACTIONS ± Reactions (k) Panel -Shear Wall - Col Wind - -Seismic - (Ib/ft) Lac Line Line Horz Vert Horz Vert Wind Seis L_EW 1 Rigid Frame At Endwall F_SW A Wind Bent In Wall R -EW 4 Rigid Frame At Endwall B -SW D Torsional Bracing Used RIGID FRAME: BASIC COLUMN REACTIONS (k ) BASIC COLUMN REACTIONS (k ) PLATES Frm Col Wind Wind Frm Col Frame Column -----Dead-----Collateral- Line . Line ----- Live ------ Wind_Leftl - -Wind-Rightl - --Wind-Left2- 4 B Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 D 0.2 0.9 0.1 0.4 1.1 3.1 -1.3 -2.3 0.3 -1.3 -1.3 -1.4 1 A -0.2 0.9 -0.1 0.4 -1.1 3.1 -0.3 -1.3 1.3 -2.3 -0.2 -0.4 Frame Column -Wind-Right2- 4 - -Wind-Long 1 - --Wind-Long2- 6.000 -Seismic-Left 0.375 Seismic -Right -Seismic-Long 4 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 D 0.2 -0.4 -0.7 -2.5 0.3 -0.9 -0.5 -0.3 0.5 0.3 -1.1 -0.7 1 A 1.3 -1.4 -0.2 -1.9 0.7 -1.6 -0.5 0.3 0.5 -0.3 -1.1 0.7 Frame Column LWIND1_L2E- LWIND1_R2E- LWIND2-L2E- LWIND2_R2E- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 D 0.0 -0.3 0.0 0.0 0.0 -0.3 0.0 0.0 1 A 0.0 0.0 0.0 -0.3 0.0 0.0 0.0 -0.3 Frame Column -----Dead-----Collateral- ----- Live ------Wind-Leftl - -Wind_Rightl - --Wind-Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* D 0.5 1.5 0.3 0.9 1.9 5.3 -2.9 -5.3 0.6 -3.0 -3.1 -3.2 2* A -0.5 1.5 -0.3 0.9 -1.9 5.3 -0.6 -3.0 2.9 -5.3 -0.5 -0.9 Frame Column -Wind-Right2- - -Wi nd-Long 1 - --Wind_Long2- -Seismic-Left Seismic -Right -Seismic-Long Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* D 0.5 -0.9 -0.7 -5.2 -0.4 -2.9 -1.0 -0.7 1.0 0.7 -0.3 -0.2 2* A 3.1 -3.2 0.4 -5.0 0.7 -3.1 -1.0 0.7 1.0 -0.7 -0.3 0.2 Frame Column LWIND1_L2E- LWIND1_R2E- LWIND2_L2E- LWIND2_R2E- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* D 0.0 -0.8 -0.1 -0.1 0.0 -0.8 -0.1 -0.1 2* A 0.1 -0.1 0.0 -0.8 0.1 -0.1 0.0 -0.8 Frame Column -----Dead-----Collateral- ----- Live ------Wind_Leftl - -Wind-Rightl - --Wind-Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4 D 0.3 1.0 0.2 0.5 1.2 3.4 -1.6 -2.8 0.3 -1.6 -1.6 -1.7 4 A -0.3 1.0 -0.2 0.5 -1.2 3.4 -0.3 -1.6 1.6 -2.8 -0.2 -0.5 Frame Column -Wind-Right2- --Wind_Long1- --Wind-Long2- -Seismic-Left Seismic -Right -Seismic-Long Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vertor H I z Vert Horiz Vert 4 D 0.2 -0.5 -0.7 - 3.0 0.1 -1.3 -0.6 -0.4 0.6 0.4 -0.8 -0.6 4 A 1.6 -1.7 -0.1 -2.5 0.7 -1.9 -0.6 0.4 0.6 -0.4 -0.8 0.6 Frame Column LWIND1_L2E- LWIND1_R2E- LWIND2_L2E- LWIND2-R2E- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4 D 0.0 -0.4 -0.1 -0.1 0.0 -0.4 -0.1 -0.1 4 A 0.1 -0.1 0.0 -0.4 0.1 -0.1 0.0 -0.4 2* Frame lines: 2 3 EN DWALL COLUMN: BASIC COLUMN REACTIONS (k ) PLATES Frm Col Wind Wind Frm Col Dead Press Suct Line . Line Vert Horz Horz 1 C 0.1 -1.8 1.9 4 B 0.1 -1.8 1.9 ± Reactions Wall - Col Wind(k ) Seismic(k) Anc-Bolt Base-Plate(in) Loc Line Line Horz Vert Horz Vert Qty Dia Width Length Thick F -SW A 1 1.4 2.0 2.1 3.2 4 0.750 6.000 8.500 0.375 F -SW A 2 1.4 2.0 2.1 3.2 4 0.750 6.000 8.500 0.375 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) = 68 Grout Line Line Qty Dia Width Length Thick (in) 1 C 2 0.625 7.000 8.000 0.250 0.0 4 B 2 0.625 7.000 8.000 0.250 0.0 NOTES FOR REACTIONS DATE BUILDING REACTIONS ARE BASED ON BY THE FOLLOWING BUILDING DATA: DSN WIDTH (FT) = 36 LENGTH (FT) = 68 EAVE HEIGHT FT) = 13 / 13 ROOF SLOPE rise/12) = 1.0:12 / 1.0:12 DEAD LOAD psf) = 2.500 COLLATERAL LOAD (psf) = 2 ROOF LIVE LOAD (psf) = 20.00 FRAME LIVE LOAD (sf) = 16.46 / 12 / 14.66 ROOF SNOW LOAD psf) = 0 GROUND SNOW LOAD (psf) = 0.0000 WIND SPEED (MPH) = 85 WIND CODE = CBC 10 EXPOSURE = C CLOSED/OPEN = Closed IMPORTANCE - WIND = 1.00 IMPORTANCE - SEISMIC = 1.00 SEISMIC ZONE = D SEISMIC COEFF (Cs) = 1.204 ISSUE DATE I DESCRIPTION BY CK'D DSN 0 11/ 1/13 1 FOR ERECTOR INSTALLATION CC SG CAD FRAME LINES: 1 2 3 4 LUMN LINE RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Anc._Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 1 D 4 0.750 6.000 10.50 0.375 0.0 1 A 4 0.750 6.000 10.50 0.375 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt SHEET NUMBER Base -Plate (in) a Grout Line Line Qty Dia Width Length Thick (in) 2* D 4 0.750 6.000 10.50 0.375 0.0 2* A 4 0.750 6.000 10.50 0.375 0.0 2* Frame lines: 2 3 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 4 D 4 0.750 6.000 10.50 0.375 0.0 4 A 4 0.750 6.000 10.50 0.375 0.0 �' �lilliii �IIllllilll� illllilllillillfllil{illlll Dili{IIIII� � iEflllllll{ ' (IIlI(IEII� II'lli!?lily IIIIHlllllliii I! �� PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. ctalilc biu1di*n!) company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 OWNER: NICK FIDLER PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1 a 14-13-29854 F2 0 lD- 3 - Jt2`( Nov 06, 2013 7� ESS10 NKL C 64613 * ' EXP. 6/3012015 clvk\- OF cA1.�F Dia; 3/8" Cn � DETAIL A Dia= 3/4" N d' 00 6 -T- 010 CD 2 2 Y 1/2" 11 1/44" DETAIL B 4" 3" SW 1 1/2 $j Dia= 3/4" 6„ -T- N 4" o� 3" 2„ 2„ 8 1/4 SW „ See Plan 1 1/2 DETAIL C Dia= 3/4" — T- 6 —6 1 2" 8 1Z2 4» —�— 11 1/4" SW 9 1 Z2" 1 1/20 3 DETAIL D N tet' Framed Opening Width 1 3/4 1 3/4 Y ARDiaFramed Opening AR Layout r g 5/8 r ISSUE DATE 0 ii/ i/13 PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. metallic bui*ldi*ng company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 OWNER: NICK FIDLER NKt F� C 6461 rn CC EXP. 6/3012015 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * '� � Of tCA1.IF��`F 1 A 14-B-29854 F3 0 /P.-4-10 00 LO LO :: 19'-0" 1 1/4" 2 68'-0" OUT—TO—OUT OF STEEL 25'-0" 3 24'-0" 1'-11 1 /A" 0 RF1-4 ' ''u „ r �eia Field -� >5 —0 RF2-3 6'-4 1 4" 5'_p" RF2-3 Field Field _ 6'-4 1/4 5'_p" RF3-1 GIRT LAPS 1'-1 3/4:' 1'-1 3/4" SIDEWALL FRAMING: FRAME LINE A F2955— V-1 3 4" 1'-1 3/4" Q T GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER, 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. SIDEWALL SHEETING & TRIM: FRAME LINEA PANELS. 26 Ga. PR — Saddle Tan PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. BOLT TABLE FRAME LINE A MARK LOCATION QUAN TYPE DIA LENGTH WF -1 — WF -2 8 A325 3/4" 2 1 2 WF -1 — RF1-4 8 A325 5/8" 1 1/2 WF -1 — RF2-3 8 A325 5 R' 1 1 2" 1/8" GH08-1 GH08-1 6'-4 MEMBER TABLE FRAME LINE A MARK PART LENGTH WF -1 W0864312 —7 1 2 WF -2 W08643 14-5 7 8" DJ -1 8F25C16 7'-6 1 8" DJ -2 8F25C16 4'-1 1/8" GH08-1 GH08-1 6'-4 1 /4" GH1 GH1 5'-0" DS -1 8F25C16 5'-0" E-1 8ES11_14 18'-11 1 /2" E-2 8ES1L14 24'-11 1/2' E-3 8ES1L14 23'-11 1/2" G-9 8X25C 16 18'-11 1/2' G-10 8X25216 20'-1 1/2" G-11 8X25C 16 24'-11 1/2" G-12 8X25Z 16 27-3 1/2 G-13 8X25C16 23'-11 1/2" j G-14 8X25Z16 25'-1 1 2" 0 00 I mcta11*c buildi*n!) companY 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 CONNECTION PLATES FRAME LINE A D ID MARK PART 1 SC -480 Nov 06, 2013 OWNER: NICK FIDLER °` NKL C 64613 p m PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP 6130/2015 C1vR� �a�P 1 A 14-B-29854 E2 110.2, 10q I D•3 /Oq co LO 0 i 00 Ci m 68'-0" OUT—TO—OUT OF STEEL Oka 24'-0" Y_3 2 1'-11 1/4"25'_0" 19'-0„ GIRT LAPS 4 �01 RF2-1 1'-1 3/41" i'-1 3/4" Q I I�.IU 4'-0" r leia 4'-0" SIDEWALL FRAMING: FRAME LINE D F2955—B I Field RF2-1 3'-41 4" 1'-1 3/4„ Q 4 '�)IUtWHLL �)HttIINU & IRIM: FRAME LINE D PANELS: 26 Ga. PR — Saddle Tan 110 MEMBER TABLE FRAME LINE D MARK PART DJ -1 8F25C16 DJ -3 8F25C16 CH08-2 CH08-2 GH2 GH2 CH08-3 GH08-3 E-2 8ES1L14 E-4 8ES1L14 E-5 8ES1 L14 G-9 8X25C16 G-11 8X25C16 G-12 8X25Z16 G-13 8X25C16 G-15 8X25Z16 G-16 8X25216 ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD o et — all"c bui*ldi"n!) co pany GENERAL NOTES: 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ' t. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. PROJECT: ANIMAL SHELTER ZIP 77041 (713) 466-7788 ZIP 77240 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CUSTOMER: SUPERIOR CONSTRUCTION CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT OWNER: NICK FIDLER APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. LOCATION: BAKERSFIELD, CA 93307 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE >>/ 1/13 N.T.S. 1 a 14—B-29854 E3 0 .x'_10 T-6 1/8" 4'-1 1/8' 3'-4 1/4" 4'-0" 4'-0" 24-11 1/2" 23'-11 1/2 18'-11 1/2" 18'-11 1/2" 24-11 1/2" 27-3 1/2" 23-11 1 2" 25'-1 1 2" 20'-1 1 /2" Nov 06, 2013 nnLFs��•y� C 64613 EXP. 00/2015 tp Civil- 0'p ivttOF CA1.1E�t, GENERAL NOTES. - 1 . OTES:1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. In M Ln D 14'-6" RAI -1 �o �I 36'--0" OUT—TO—OUT OF STEEL nc 21'-6" RAI -1 0 1. 1 1 &--� III F ISI G-2 2F1329.3�_4 173-11 9 GtF0B—i 00 �0� G-1 G-3 ell OPEN MATERIAL BY OTHERS1. I i n u E H— F,ela GIRT APs '-"`�-,/. ENDWALL FRAMING: FRAME LINE 1 Q Q Q F431—L F432 FF F42, F215 F292 F420—B I=f F4__2.___F2 I 1"h�,, 12 F431—R �i 432 ENDWALL SHEETING 8c TRIM: FRAME LINE 1 PANELS: 26 Ga. PR —Saddle Tan ISSUE DATE DESCRIPTION BY CK'D DSN 0 il/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD 12 BOLT TABLE FRAME LINE 1 LOCATION WASHER QUAN TYPE DIA LENGTH Columns Raf 4 4 A325 5/8" 1 3/4" USE (1) HARDENED WASHER PER EACH 5/8" o BOLTS A326 AND UP. TYP.UNLESS NOTED "i'�'i� iillllll'Il IIIIIIII i(IEIiIIIIlil�j;lillflllllllllil!Illlillli!II iliiiilII`I"� jjl{IIIA �' !'filiiil illli{Iiillii I�'" ! Iililll!lIl!III!I�illilllllli!!! II!!II!{li!ii!ill!�!���II!fllllill!Iii!!II{VIII!!!!{!!!!II{!I�il!!{!I!1!{il!Iili{!!1111 PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. ct�ilic bu*ldi*ng company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 OWNER: NICK FIDLER ti� NKL n Ky�'1 C 64613 M * � PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE EXP S/30t2015 1 A 14-B-29854 E4 0 F� OF CAA 1 � • � � V � �� L1F�� MEMBER TABLE FRAME LINE 1 MARK PART LENGTH EC -1 8F25C13 13`4 3 16 DJ -1 8F25C16 7'-6 1 8" GH08-1 GH08 6'-4 1/4" G-1 8X25C 16 13'-9 1/2" G-2 8X25Z16 14'-11 1 2" G-3 8X25C 16 20'-9 1 2" G-4 8X25Z16 21'-11 1 2" FLANGE BRACE TABLE FRAME LINE 1 71D MARK LENGTH 1 FB29.3 2— 5 1 4 CONNECTION PLATES FRAME LINE 1 ❑ ID MARK PART 1 Z1AX 2 r1 3 SC -484 ct�ilic bu*ldi*ng company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 OWNER: NICK FIDLER ti� NKL n Ky�'1 C 64613 M * � PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE EXP S/30t2015 1 A 14-B-29854 E4 0 F� OF CAA 1 � • � � V � �� L1F�� 36'-0" OUT—TO—OUT OF STEEL 12 00 r ---_------Imo---- - �1— II rc, -0) - v-� 0OGH08 2 d- 00 ai G-5 OPEN E5 E8 U � _ Field E �14" EC -2 GIRT 1'-1 3 4" LAPS ! '� 3/4" EN DWALL FRAMING: FRAME LINE 4 Q 4 F292 12 F420—B FF432L F42 F215 0 C F42F215 4 F431—R F432 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS 26 Ga. PR — Saddle Tan ISSUE DATE DESCRIPTION BY I CK'D DSN 0 il/ 1/13. FOR ERECTOR INSTALLATION CC SG CAD GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. USE (1) HARDENED WASHER PER EACH 5/8"6 BOLTS A325 TYP.UNLESS NOTED 12 BOLT TABLE FRAME LINE LOCATION Columns Raf AND UP. so ctaliic bu'91d* i in!) co pony 7301 FAIRVIEW,HOUSTON, TEXAS, P.O. BOX 40338 _1 HIM uUmIm ZIP 77041 (713) 466-7788 ZIP 77240 PROJECT: ANIMAL SHELTER Nov 06, 2013 CUSTOMER: SUPERIOR CONSTRUCTION o�Ess1° OWNER: NICK FIDLER � r�xcF�Fy LOCATION: BAKERSFIELD, CA 93307 � C 64613 7 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP. 6130/2015 CtVIV �P 11 1/13 N.T.S. 1 A 14-B-29854 E5 010. c.� 9�OFCAUF�t� V ! WASHER OUAN TYPE DIA LENGTH 4 4 A325 5/8" 1 3 4 MEMBER TABLE FRAME LINE 4 MARK PART LENGTH EC -2 8F25C13 13 --6-9F8" DJ -1 8F25C16 7'-6 1 GH08-2 GH08 3'-4 1/4 G-5 8X25C 16 18-5 1/2 G-6 8X25Z16 19'-7 1/2" G-7 8X25C16 16'-1 1/2" G-8 8X25Z16 17'-3 1 2" FLANGE BRACE TABLE FRAME LINE 4 ,71D MARK LENGTH 1 1 F1329.3 2 -5 1 4 CONNECTION PLATES FRAME LINE 4 - ❑ ID MARK/FAR-T- ARK PART1 1 Z1AX 2 r1 3 SC -484 so ctaliic bu'91d* i in!) co pony 7301 FAIRVIEW,HOUSTON, TEXAS, P.O. BOX 40338 _1 HIM uUmIm ZIP 77041 (713) 466-7788 ZIP 77240 PROJECT: ANIMAL SHELTER Nov 06, 2013 CUSTOMER: SUPERIOR CONSTRUCTION o�Ess1° OWNER: NICK FIDLER � r�xcF�Fy LOCATION: BAKERSFIELD, CA 93307 � C 64613 7 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP. 6130/2015 CtVIV �P 11 1/13 N.T.S. 1 A 14-B-29854 E5 010. c.� 9�OFCAUF�t� V ! SPLICE BOLT TABLE Qty Mark Top Bot SP -1 4 4 Int Type Dia 0 A325 3/4 OFLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X 14G LM Length waenef USE (1) HARDENED WASHER PER EACH 5/8" o BOLTS A325 AND UP. TYP.UNLESS NOTED 17'-534» 24 Go. ULTRA DEK, Snow White 3@4—�41 F675—B 1-4" MEMBER TABLE DESCRIPTION BY CK'D DSN 0 11/ 1/13 1 FOR ERECTOR INSTALLATION CC SG Mark Web De th Web Plate Outside Flange W x Thk x Length Inside Flange W x Thk x Length Start End ThickLen th RF1-1 RF1-2 RF1-3 RF1-4 10.0/10.0 10.0/10.0 10.0/10.0 10.0/10.0 0.134 0.134 0.134 0.134 148.6 197.9 197.9 148.6 5 5 5 5 5 5 x x x x x x 1/4" 1/4 1/4" 1/4 )) 1/4" 1 /4" x 147.8 x 18.5 x 197.0 x 197.0 x 18.5 x 147.8 5 5 5 5 x f74" x x 1/4" x x 1/4 )1 x x 1/4" x 134.8 197.0 197.0 134.8 17-- 3/4„ 3A4_41/8„ 3'-838 I �� 3_838„ F830A 1 FB30A(1) FB30A 1) — r- FB30A 1) M� a m 0 1/2 )) GENERAL NOTES: 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 1/2" DIAMETER ARE SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004". PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT TENSION INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 32'-10 CLEARANCE +/- 36'-0" OUT—TO—OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 1 ISSUE DATE I DESCRIPTION BY CK'D DSN 0 11/ 1/13 1 FOR ERECTOR INSTALLATION CC SG CAD 'OiiSlllilfllj Illflliiill I(Iifil(!! iililiii! � I;!I!!!illi�lilE{iliilill'+ �I I I (,lillf II IIIIIIIdl;llllil1111111� i I�I!II!IiHll�l!!�I!!!!II��Ii{Illi(iiili i!Ei!i11111Nilllll��l!!!!1!Illlil{!fl!Illill!i!i!!!II!!!!Iili�llilil!!���I!I!II!Ili!II! I PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. 10 1/2 $1 1/4 )) 12 metalll*c bui*1di*nq company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 OWNER: NICK FIDLER PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1 a 14—B-29854 E6 0 Nov 06, 2013 NF%CFS C 64613 * " EXP. 613012015 OFICA�IF��\P SPLICE BOLT TABLE Qty Mark Top Bot Int Type SP -1 4 4 0 A325 SP -2 4 4 0 A325 Dia Length Washer 3/4" 2 1/4 " 8 3/4„ 2„ 8 FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X 14G al co 00 i d- �1" 12 8 1/ 24 Go. ULTRA—DEK, Snow White 3'- 8 USE (1) HARDENED WASHER PER EACH 5/8" 0 BOLTS A325 AND UP. TYP.UNLESS NOTED 17' -5 3 4„ 3 @ 41-4 1 8„ F675 -B 1 1_4„ 3 @ 4'_4 1 /8„ 2" FB30A(1 FB30A(1) 1 " FB3�Al) � ^_ FB 1) r 12 GENERAL NOTES: 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 1/2" DIAMETER ARE SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004". PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT TENSION INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN RIGID FRAME ELEVATION.- FRAME LINE 2 3 ISSUE DATE DESCRIPTION BY CK'D DSN 0 it/ 7/13 FOR ERECTOR INSTALLATION CC SG CAD � lE PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. 1/4 )) etaill*c bui"ldi'*ng company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 00 Ln Ln co r - r -- d - Ln Nov 06, 2013 OWNER: NICK FIDLER°NK� y � i CC C 64613 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP 6130i2015 cjvji_ ��• 1 A 14-B-29854 E7 0 / p. . lU� OF AOt"J'� SPLICE BOLT TABLE aV Qty Mark Top Bot SP -1 4 4 Int Type Dia Length Washer 0 A325 3/4" 2" 8 FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X 14G 01 00 �00 i d- 24 Ga. ULTRA—DEK, Snow White 3' _8 3/8" 12 8 1/ tWeb De th Web Plate Outside Flange Inside Flange USE (1) HARDENED tart End Thick Length W xe Thk x L n th W x Thk x Length WASHER PER EACH R173-1 10.0 10.0 0.134 148.6 5 x 1 4„ x 147.8 5 x 1/4" x 134.8 5x1/4 x18.5 5/8RF3-2� BOATS A325 AND UP� 10.0/10.0 0.134 197.9 5 x 1/4;; x 197.0 5 x 1/4„ x 197.0 RF3 3 1 10.0/10.0 10.134 1197.9 5 x 1/4 x 197.0 5 x 1/4 x 197.0 TYP.UNLESS NOTED F675–B 17'-5 -3/4 17'-5 3 4„ 1 8„ 3 741'-4 3 @ 4'-4 1/8" B30A11 ' r FB30 d- g 1 F A(1) 1 FB30A ) m� — _ _ M� FB4AJ 1) 12 RIGID FRAME ELEVATION: FRAME LINE 4 1/4 )) co Ln 2 co i d- GENERAL NOTES: ISSUE DATE DESCRIPTION BYJ CK'D DSN 1. ALL BOLTED JOINTS WITH A325M-09 TYPE 1 BOLTS GREATER THAN 1/2" DIAMETER ARE0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CADIS �i lliC V SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR Q ncoing co r�pony STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004". PRETENSIONING CAN BE ACCOMPLISHED BY USING THE TURN—OF—NUT METHOD OF 7301 FAIRVIEW HOUSTON TEXAS, P.O. BOX 40338 TIGHTENING, CALIBRATED WRENCH, TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT ZIP 77041 (713) 466-7788 ZIP 77240 a TENSION INDICATOR AS ACCEPTABLE TO THE INSPECTING AGENCY AND BUILDING Nov 062013 ,. OFFICIAL. INSTALLATION INSPECTION REQUIREMENTS FOR PRE—TENSIONED JOINTS PROJECT: ANIMAL SHELTER a �ssjo (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.2) USING TURN—OF—NUT METHOD CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER °4 �xc , IS SUGGESTED. THE CONNECTIONS ON THIS PROJECT ARE NOT SLIP CLITICAL. y,� Fs, -otic LOCATION: BAKERSFIELD, CA 93307 a C 64613 ` 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 BOLTS. CAD DATE S * I EXP. 6/30/2015 SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE � �'�9� o�JVI L1F��\4 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 11/ 1/13 N.T.S. 1 A — — A 14 B 29854 E8 0 /d.3'll C Mark (2) 1/2"0 x 1 1/4" ROOF A325 BOLTS PURLIN 0 END OF ° BUILDING --) RIGID RAFTER FRAME FLANGE RAFTER BRACE 1(2" x 1 1/4" A325 Bolts att Flange Brace Connections A10 ROOF PURLIN TO ENDWALL RIGID FRAME Reim IU PkMAIU1 IDUIL Plan E5 BASE PLATE FOR DOOR JAMB "-or Jamb 1/2" x 1 1/4" A325 Bolts (Typ•) (U.N.) Eave Strut Rigid Frame Column a �Q J2 EAVE STRUT TO RIGID FRAME II I I I I 11 I • u� Purlin A (2)1/2 x 1 1/4" A325 M. Bolts ti—Roll Clip An r3/16" Plate Rafter Purlin Clip 2" 2" 3/16" Plate of Rafter Purlin Clip ® • Purlin Clip 3/16" Plate 3/16" Plate Anti—Roll Clip Anti—Roll Clip a 3/16" Plate �41 3/16" Plate 3 16" 3 3/16 ' 3 3/16 " 3 Cold Formed Rafter Main Frame Rafter Section A Section A ANTI PURLIN ANTI—ROLL CLIP (*) = Rtivi IV MUM DVIL Plan E8 BASE PLATE FOR ENDWALL COLUMN Eave Strut Eave Strut Rigid Frame Column 1/2" x 1 1 /4" A325 Bolts ,J24- EAVE STRUT TO RIGID FRAME Rigid Frame Column RIGID FRAME RAFTER - B32 ENDWALL RAFTER TO COLUMN Roof Purlin ® ® o Additional Flange Brace (As Required) .\�®� ®� Flange Brace RF Rafter Flange Brace Clip 1/2" x 1 1/4" A325 Bolts (Typ.) (U.N.) G2 ROOF PURLIN TO INTERIOR FRAME RAFTER Welded Clip Door Jamb 1/2" x 1 1/4" A325 Bolts (Typ•) (U.N.) K3 WALL GIRT TO DOOR JAMB Girt NECTION LATE ISSUE DATE DESCRIPTION 0 ii/ 1/13 FOR ERECTOR INSTALLATION 1/2" x 1 1/4" A325 Bolts (Ty p.) (U.N.) C � O ENDWALL COLUMN TO WALL GIRT RF Column Additional Flange Brace 41 (As Required) 1/2" x 1 1/4" A325 Bolts (Ty p.) (U.N.) LIIUWUII UII L Flange Brace Clip — Flange Brace (As Required) Mw ME H2 WALL GIRT TO RIGID FRAME COLUMN Wf IT011156Tl/i1Z Opening Width o 1 /2" x 1 1/4" A325 Bolts (Ty p.) (U.N.) L8 DOOR JAMB TO WALL GIRT Wall Girt SIDEWALL GIRT RIGID FRAME I _ _ COLUMN 1• o to • F* - i- —•I II I I CLIP SC -484 ENDWALL GIRT 1/2" x 1 1/4" A325 Bolts (Typ•) (U.N.) D 16 CORNER COLUMN TO WALL GIRT CONNECTION BLOCK (SC -480) A325 /BOLTSXw/ NU2T' PORTAL RAFTER (WF -2) (8) 3/4"0 X 2" -� A325 BOLTS w/ NUT 6 1/2" H 1 O PORTAL FRAME TO BUILDING COLUMN 1/2" x 1 1/4" A325 Bolts (Typ•) (U.N.) M3 DOOR HEADER TO DOOR JAMB Door Jamb metalll*c bu1*1d1*n9 co Pany 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 OWNER: NICK FIDLER PHASE BUILDING ID JOB NUMBER 1 A 14-13-29854 SHEET NUMBER ISSUE' DET1 0 1A3� 0 Nov 06, 2013 C 64613 * EXP. 613012015 l ClVtt- �P OF CA>✓1E�j� Rigid Frame Column Refer To Anchor Bolt Plan R29ANCHOR BOLTS AT SIDEWALL COLUMNS 1 1 4 Tri—Bead Rake Trim Tape Sealant F42 HW -504 Fastener#1E 1/4-14 x 1 1/4" at 24" O.C. Roof Panel Rake Support Low = HW7710 High = HW7720 FIstener#5 1/4-14 x 1 1/4" at 24" O.C. Member Screw 12-14 X 1 1/4" SD a (See NS1E) 3 Rake Angle RAl-240 Rake Trim F42 Rake Trim Outside Panel Outside Panel Closure Rake Slide Closure F215 Fastener#4 Fastener#4 1/4-14 O.C.x 7/8" 1/4-14 x 7/8" at 12" at 12" O.C. Fixed Panel Clips Floating Panel Clips Cable Flo—.Loc * Similar con for Rafter. I IUL Insert EyeBolt Through Slot in Web. Washer Then Assemble Hillside Washer, Flat Washer, and Nut. Rake Detail Metallic — UD/DL TRIM -173 Q2 DIAGONAL CABLE, EYEBOLT END Wall Panel #12 x 1" Screw @ Drip Trim - F201 Steel Line Header DRIP TRIM, DETAIL FOR "R" & "A" PANEL TRIM -78 Pan( Stitch Screii AT 20" O.0 Member Scree V-0" O.0 Remove Bearir Leg Corner Trim (F830) WF or Parapet Rake Cleat F292 E Cee 1/8 x 3/16" s Pop Rivet Trim Screw En Expansion Ridge E o Pad =3 O 17B Header DRIP TRIM, DETAIL FOR "R" & "A" PANEL TRIM -78 Pan( Stitch Screii AT 20" O.0 Member Scree V-0" O.0 Remove Bearir Leg Corner Trim (F830) WF or Parapet Rake Cleat F292 Fastener #14 Cee 1/8 x 3/16" angle w/ (3) Fasteners #1E Pop Rivet Trim Screw En Expansion Ridge E o Pad =3 E 17B Q ` � 0o 12-14 x o -6,4- U = de o- ger TRIM -186 Field locate and provide Maximum a slot for the "X" bracing. m 1/8" Larger than "X" bracing Diameter. Inside I FlanciUl) CABLE AT FLUSH WALL GIRT Peak Boxes Division Mark Metallic F420 Midwest F75— Stitch Fastener- 1/4 astener1/4 — 14 X 7/8" at each panel rib —"—Rake Support Angle Fastener #5 at 24" O.C. 1/4 — 14 X 1 1/4 Shoulder Tek 2 SD Member Fastener 12-14X11/4» Rake Angle RA1-240 Outside Closure up to 4:12 RS Ultra—Dek/Double—Lok Expansion Ridae End Ca Standard Trim TRIM -127 c' (12) Fastener #14 1/8 x 3/16» Pop Rivet Field cut closure tab to align with wall panel. moo• • • Corner Box F431End Cap 1/4"-14 x 7/8" SD (1) Run 17" �(2) Stitch Screw of Tube Sealant (7) Fastener #14 1/8 x 3/16" Pop Rivet with (1) Run 17" of Tube Sealant Standard — Rake Trim F42 0 Corner Box End Cap F431 Face 7 of Wall ��951 Corner Box End Cap F431 Plan View Corner Box Installatiom UD/DL Roof — Metallic — Eave to Rake TRIM -201 Standard Grade Description Parapet Rake Cleat F292 Fastener #14 Locate directly in front of roof panel and against rake support 1/8 x 3/16" angle w/ (3) Fasteners #1E Pop Rivet Trim Screw (12req'd.) ° Expansion Ridge Expansion ° F675 Ridge End Cap 12-14 x F679 17B Member Roof Panel Peak Boxes Division Mark Metallic F420 Midwest F75— Stitch Fastener- 1/4 astener1/4 — 14 X 7/8" at each panel rib —"—Rake Support Angle Fastener #5 at 24" O.C. 1/4 — 14 X 1 1/4 Shoulder Tek 2 SD Member Fastener 12-14X11/4» Rake Angle RA1-240 Outside Closure up to 4:12 RS Ultra—Dek/Double—Lok Expansion Ridae End Ca Standard Trim TRIM -127 c' (12) Fastener #14 1/8 x 3/16» Pop Rivet Field cut closure tab to align with wall panel. moo• • • Corner Box F431End Cap 1/4"-14 x 7/8" SD (1) Run 17" �(2) Stitch Screw of Tube Sealant (7) Fastener #14 1/8 x 3/16" Pop Rivet with (1) Run 17" of Tube Sealant Standard — Rake Trim F42 0 Corner Box End Cap F431 Face 7 of Wall ��951 Corner Box End Cap F431 Plan View Corner Box Installatiom UD/DL Roof — Metallic — Eave to Rake TRIM -201 Standard Grade Description Fastener Number Application PP 1/4"-14 x 7/8" 4A Stitch & Trim Screw 12-14 x 1 1/4" 17A Member Screw 12-14 x 1 1/2" 17B Member Screw 12-14 x 2" 28 Member Screw Long Life Description Fastener Number Application PP 1/4"-14 x 7/8" 4 Stitch & Trim Screw 12-14 x 1 1/,4" 3 Member Screw 12-14 x 1 1/2" 3A Member Screw 12-14 x. 2" 58 Member Screw Note: Standard details call for 1 1/4" fasteners as member screws by default. Member screws may be 1114", 4", 1 1 /2", or 2" depending on insulation, application, or customer request. Self—Drilling Screw Application SCRW1 ISSUE DATE DESCRIPTION 0 11/ 1/13 FOR ERECTOR INSTALLATION Top Flange Top Bolts — See Rigid Frame Drawings For Size Web Intermediate Bolts 1C0 — (As Required) See Rigid Frame Drawings For Size Bottom Bolts — See Rigid Frame Bottom Flan e Drawings For Size g ® UO Extension Beyond Flange Is Optional, At Top & Bottom. U2 BOLTS FOR RIGID FRAME RAFTER AT BUILDING PEAK 7" 5» 7„ 5„ 7» 2 1/2" 12' 12" "PBR" Panel "PBR" Panel .—Bearing Leg //12� Stitch Screw 1/4-14 x 7/8" Top Flange O Top Bolts — See Rigid Frame Drawings For Size J*c*a Web Intermediate Bolts (As Required) See Rigid Frame Drawings For Size —Bottom Bolts See Rigid Frame Bottom Flan eDrawings For Size g U3 BOLTS FOR RIGID FRAME RAFTER TO COLUMN CONNECTION 12" 12" 12" " A B PBA Panel "PBU" Panel Member Screw 12-14 x 1 1/4"SD 12" O.C. at Each Member Bearing Leg "PBU" Panel —Extended Leg �,,....— Stitch Screw 1/4-14 x 7/8" Sheeting Direction SD, at 20" O.C. SheetingDirection SD, at 20 O.C. Sheetin Direction lI 0 = At Base, Rake, Eave, and Mid Span End Laps 12' A B ©= At Intermediate Member "PSA" Panel 2 1 2" 6" 7" 5" 7" 5" 7" 12" 12" 12" S 6" 6" 6" 6" 6" 6" 12" 12" 12" , and at Optional Liner Panel "RVPBU" Panel Fastener Location for Panel At Wall (10 TRIM -174 metallic bui*ldinq co panAmLy 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 OWNER: NICK FIDLER � �°' N+stF `�c�\ a C 64613 � * " EXR 6130/2015 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE PBR Wall Panel PBR Wali Panel PBR Wall Panel DoubleLok / UltraDek A Outside Corner Trim Side Lap Erection Sequence Fastener Location Fixed Eave Plate d Field Block out bottom leg Butt against Rake Support Angle of Rake Support Angle 41" z Fastener #5 I I Fastener #1 J-14 x 1j" O.C. j 7" 5" 7" 5" 70)5„ 1-14 x 1" 12" O.C. (centered in slot) Rake Support pp Angle \\\\\\ \ 2" 12" HW7710 (Low Clip) Building Side 2 2 1�12" 12" \ „HW7720 (High Clip) 12" 12", 12" A, HW7664 (Hi—Thermal) a� PBR Panel I Bearing Le Sheeting g Direction 1 'A" N v► Rake Angle N A'o, 2 Eave Strut RA1 Wall Stitch Screw 'V 2 1/4-14 x Stitch Fastener AA''0{2 at 20" O.C. at 20" O.C. e Iv Install Fixed Eove Plate flush with outside face of high rib of wall panels. The first Eave Plate will butt against the Sheeting Direction vertical leg of the Rake Support Angle. All of the Eave Plates may be installed at this time. Be sure to butt each CORRECT Eave Plate end to end without leaving a gap between the plates. Rake Support Angle Steel Line HW7710 (Low Clip) 1\ Field remove bearing W7720 to Z H (High �(0 Hold Rake Support Angle Clip) leg as required Building Side \ flush with Eave Plate HW7664 (Hi—Thermal) t�Ut PBR Panel 5 3 Corner Trim EdV Otg F830 or F862 Note #1 Fastener #1 Exposed Wall Member Screw J-14 x 1" Fastener #5 Bearing Leg 12-14 x - 12" O.C. J-14 x 1j" 1 » „ 24" O.C. Ott 5 , 7 , 5 pattern 1 co co 0 (centered in Rake Angle Stitch Fastener � r WP slot) RA1 at 20 O.C. ,� Note 2 _ 3o _ = Eave Plate Wall Member Screw Alm _ s Sheeting Direction 12-14 x _ WRONG at 12" O.C. Nott -L3 � _ er Wall Stitch Screw a Eave strut e �e 1/4-14 x 7/8- d5° o Fastener #12A at 20" on center = ° 12 x 1" P.H. DP3 o (1) required at each LLRoof Member Eave Plate Shape May Vary Section "A" ISSUE DATE DESCRIPTION BY CK'D DSN ® s 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD MR a ' bld u' d ing co pany M N 11 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER aQ� ESS/p CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLERkcFFy LOCATION: BAKERSFIELD, CA 93307 C 64613 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * Ex 6/30/2015 ctvt- �,��' 11/ 1/13 N.T.S. 1 A 14—B-29854 DET3 0 p .3 .1� �OFCp�.1F� h DoubleLok /UltraDek -Fixed Eave DoubleLok/ UltraDek QoubleLok / UI•traQek Roof -Flat Eave Trim Rake Support at Building Rake - Start / Finish Tape Sealant at Lour Eave Fixed High or H•�-Therr�a! Eave Plate -Sheeted Wall DoubleLok /UltraDek - Low or High and Hi-Thermal Rake Support Angle Standard and Standard Large Rake Trim HW7710 (Low Clip) Tri–Bead Tape Sealant HW7720 (High Clip} Standard Start/Finish Details shown, f r Iternate Finish Off Module Details see HW504 1�" DI -01002,002. For requirements see Erecti Long to rawings. Male Leg diLong y HW7664 (Hi–Thermal) HW7722 (Utility Clip) over Closure Roof Member Screw Tri–Bead Tri–Bead Tae Sealant HW504 Tae Sealant Rake Angle Roof Mem er on to and side of each �-14 x _ p RA1 P (8) Per 24 Panel Inside Metal Closure (HW426) HW504 » p,' closure to complete the seal (7) Per 18" Panel Tri–Bead Tape Sealant (HW504) at eave. (6) Per 12" Panel top and bottom. See GDL02040 Roof Member Screw Steel Line Rake Support Angle Rake Trim (See — 1/4-14 Rake Angle HW7710 Low Clip) pe Sealant Fastener 1 Erection Dw s / –14 x _ g ( p} Tri–Bead Ta See Sheeting 14 x 1'# g at 24" O.C. RA1 "P" HW7720 (High Clip) HW504 1j" Long each Layout (2 Per closure) For Piece Mark) Rake Support Angle Section "A" side of Closure HW7664 (Hi–Thermal) Roof Panel HW7722 (Utility Clip) �' .� HW7722 (Utility Clip) Fastener #14A J"o x» Rake Angle 10'-0" O.C. RA1 Rake Support (See Endwall Framing Layout) foie Strut Fastener #1 –14 x 1" Minor Rib Tae Sealant HW512 J 12" O.C. ' Fastener#5 Eo P at 24 1/4-14 0.C1 1/4» �e Strut Apply to the underside of the ► i » Fastener #5 minor rib on the panel. Position Fixed Eave Plate J"-14 x 1j" Detail at High Eave so tape sealer will cross the High Purlin > 48 HW7616 Wal! Member Screw 24" o.c. Tri–Bead Tape Sealant when High Purlin < 48" HW7654 Single Slope Building panel is installed. _ (centered in slot) P Eave Trim (Shown) Rake Slide 12-14 X _ Detail at Low Eave Tri–Bead Ta F2955 Hi–Thermal HW7661 Fastener 12A , Pe DoubleLok only) F215 i without Eave Plate # Sealant HW504 F149 (Hi–Thermal) ( y) Rake Angle 12 x 1" P.H. DP3 � g RA1 (1) required at L 4 x 2 x 16ga. each Roof Member 41 w/Fastener #12A Rake Angle Without Closure astener #14 Wall Member Screw Wall Stitch Screw RA1 Rake Support Angle „P�t"0 x" 12-14 x _ 1/4-14 x 7/8" 12 x 1" P.H. at each Purlin HW7710 (Low Clip) ` Ridge 36" O.C. at 12" O.C. HW7720 (High Clip) Cine Inside Metal HW7664 (Hi–Thermal) Closure HW426 With Closure Fa ner #14A Outside Panel Closure J»ox J» (Up to 4:12) Stop Rake Support Angle 12" O.C. HW456 –PBR PQriin back 2J" minimum on HW429/HW429A –PBR see PW05015 each side of Ridge ( ) HW460 - PBU Field Block out bottom HW465 – AVP/PBA/Vistashadow leg of Rake Support Detail at Building Ridge Angle back 41" and "Optional" Outside Closure hold flush with end of HW456 – PBR Eove Str Eave Plate HW429 – PBR (see PW05022) Ut (See DI -01003) HW460 – PBU HW465 – AVP/PBA/ Vistashadow Detail at Low Eave . with Eave Plate Flashing profile may vary dependent upon project order. Attachment as illustrated are applicable for all profiles. ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD me7 tall*c bu*ld ing company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER aQA ESSIO, CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER NKCFF�� y Z LOCATION: BAKERSFIELD, CA 93307 a C 6413 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP.fil30/2015 sT 11/ 1/13 N.T.S. 1 A 14—B-29854 DET4 0 cEvI� �P -1� OFCp-* e DblLk / UltraDek DoubleLok / UI#ra�ek DoubleLok / UltraDek oueo DoubleLok / UltraDek - Standard and Standard Large Expansion Ridge Low Eave Rake Corner with Flat Eave Trim -1 Expansion Ridge Expansion Ridge End Cap End Cap Assembly Apex Roof Stitch Screw Tri -Bead Tape Sealant Rake Support Roof Stitch Screw HW504 Tab B1 Tab B2 1/4"-14 X 7/8" 24»141 �„ '7" 7" 7" 1 � Rake Trim Tab A (12 required) q Rake Angle Peak Box • (inside) Expansion Ridge 18"= 11", 5", 5", 5", 1 + Rake Trim Trim F675 1210= lit', 3j$, 3tt, 3", 1 + + • F42 (Standard, shown � Outside Metal Closure Tab A � ++ c`, -' (inside) F3840 (Standard Large) 24"= HW430 18"= HW432 Metal Outside � - - - / 12"= H W442 Closure - - - T - with Tri—Bead Flat Eave Trim ¢ r Sealant HW504 Top Peak Box F2955 / r"� ' _ and Bottom Back -Up Plate Parapet Rake Expansion Rake Trim End 24"= HW7760 \R�a Cleat F292 Ridge End Cap Sign Closure F2332 01 18"= 18"= HW7769 9e �\_ 12"= HW7761 "'� Rake \ Rake Trim End Cap q Rake Slide Support Angle F953 (Standard, shown) Flashing ------------------------ F1000 (Standard Large) F215 _J Tri Bead Tape Sealant HW504 ---- Rake Trim End Cap Installation— Fastener #1 E Parapet Rake Cleat F292 (Field cut 1/4"-14 x 1 1/4" Expansion Ridge the 15" long piece in half) Locate one Rake Trim End Rake Trim End (9) 24" Panel F675 piece on each side of Building Ridge. End Cap End Cap Rake Trim Closure F2332 Closure F2332 Rake Trim " (8 ) 18Panel Roof Stitch Screw Attach each Cleat with (3) Roof Panel Closure HW426 Panel Closure HW426 (7) 12„ Panel 1/4-14 x 7/8” Member Screws 1/4"-14 x _ Field Cut Field Cut (12 req'd.) ® Expansion Ridge End Cap Assembly Note: Install Rake Trim End Caps and F2332 Expansion Ridge Expansion Ridge End Cap F679-/1. Apply (2) runs of tube sealant along vertical and horizontal surfaces of Closure with Tube Sealant Apply two runs tube sealant and (9) Fastener #14 Trim F675 p g p expansion end cap. on Expansion Ridge End Ca J"O x A" Pop Rivets Sym, 7" before installation Rake Support Angle 2. Place end cap inside expansion ridge flashing, allowing the end cap to Panel Clip with ' 2" Fastener conform to the ride flashin rofile. Do not defthe to of the Finish Section A -A Clip Screws Peak Box 14" 14 x 1/ 4" g g p deform P COn Module J"-14 x _ (See Erection Dwgs ( at 24" O.C. ridge by exerting too much pressure. (2) per Clip i I for Piece Mark) Wall Member Screw Termination Trim F117 3. Make sure tab is even with, but not resting on top of the peak box. Roof Stitch Screw (At attachment to End Closure apply 4 + 12-14 x 3" O.C. at end lap Tape Sealant HW504 and attach with y - ----t--- - _ _ Wall Stitch Screw, Rake An le RA1 Tab "A" must be able to pivot in front of the peak box because 1/4 - 14 X 7/8 Outside Cttosure of panel contraction. Rake Trim Roof Stitch Screws 3" o.c.) _____ - ----- i —` ' `--- - ---- HW456 -PBR End Cap Panel Closure HW426 I HW429/HW429A - PBR (see PW05015) Field Cut HW460 - PBU 4. Using a screwdriver, insert the blade in the apex of tab "B1" and "B2", Notch Leg HW465 - AVP/PBA/VISTASHADOW of Rake Trim and twist the blade enough to cause tab "61" to spread slightly at Rake Trim Rake Trim End Closure End Closure F2337L (Shown) away from tab "132". F2337R (Opposite) Field Cut Rake Trim End Closure to 5, Secure the end cap to the ridge flashing with (12) Stitch Screws length allowing for a J" tab Field bent 1/4"-14 X 7/8" as shown. Finish back 90'. Apply Tape Sealant HW504 at top, bottom, and sides. Attach to Flashing profile may vary dependent upon project order. (Off Module) Eave Strut with (2) Fastener #1 Attachment as illustrated are applicable for all profiles. ISSUE DATE DESCRIPTION BY CK'D DSN • • • 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD moo metallic buildingco pany 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ME ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER 9RUC ro, FCUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER Fs - LOCATION: BAKERSFIELD, CA 93307 13 M * EXP. &3012015 � CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE I 11/ 1/13 N.T.S. 1 A 14-B-29854 DET5 0 / R� OFCAUFd��`P DoubleLok / UltraDek Fastener Spacing at Trim to Outside Metal Closure 1» 44» 4j„ 1„ � T 9 'a Outside Metal Closure 1211 Wide Panel Roof Stitch Fastener HW442 at 12" Panel J"-14 x J" With Tri—Bead Tape Sealant (3) per 12" Panel HW504 Top and Bottom 1 » 5„ 5" 5„ 1 » Outside Metal Closure1811 Wide Panel Roof Stitch Fastener HW432 at 18" Panel J"-14 x J" With Tri—Bead Tape Sealant (4) per 18" Panel HW504 Top and Bottom I 8 8 A a a o Outside Metal Closure HW430 at 24" Panel With Tri—Bead Tape Sealant HW504 Top and Bottom 24" Wide Panel Roof Stitch Fastener J"-14 x J" (4) per 24" Panel High Side Eave, s) de Metal Closure .2 at 12" Panel 2 at 18" Panel 0 at 24" Panel Tri—Bead B Tape Sealant 4 Top and Bottom Roof Member (Zee shown) DoubleLok / UltraDek Expansion Ridge Note: Refer to Technical Installation Manuals for the installation of the roof panels at the ridge. Roof Panel J Roof Stitch Scre 1/4"-14 x 7/8' 16 Required Expansion Rid( F675 Roof Stitch Screw 1/4"-14 x 7/8" (See below) Section A 2 Runs 1/4" Bead Tube Seallant F675 u 6'0 c� y��j X6.9 i 12 ' 12 Roof Roof Slope, - Slope i (3) FAener #1 B -----------+-- ---------- i I Ridge Tie Line ------------!----------L, W P Ridge Tie Pre—Set to W P Line Up with Bottom Ridge Tie of Purlins 08/21/09 Roof slope 8" Purlin 10" Purlin 12" Purlin 1/2 RT08 A RT10 A RT12 A 1 RT08 B RT10 B RT12 B 2 RT08 C RT10 C RT12 C 3 RT08 D RT10 D RT12 D 4 RT08E RT10E RT12E Ridge Tie Installation NOTE: These drawings are intended to depict general installation of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional SD—Sheets for further guidelines and/or clarifications. Created On: 08/21/09 DRAWING NO. SD59B PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE 11/ 1/13 N.T.S. Purlin (TYP•) Knock -In Bridging Calculations - Single Row Less Than 3:12 Roof Slope Purlin Space I^ 0-0 Detail A Purlin to Purlin Purlin Eave Purlin Space o-0 Eave Strut Tie (KBA1_) Eave Strut Detail C Low Side Eave Detail Purlin Space O -� 6 P1 , c Zi -K Eave Strut Eave Tie (KBA1 _) Strut Purlin Detail B Low Side Continuous Roof Detail Eave Purlin Space Eave Strut o -n Kgp1.- o Tie (KBA1_) 116=11:1 Detail D High Side Eave Detail Eave Strut Detail A — (KBA1—) All fasteners shown are #113 KBA1_ Length = (q a2 + 42 ) + 1 7/8". 1 4-14 X 1 1 4" D P 3 Detail B (KBA1_) (a) = Purlin space minus rise of 4"at 12" Purlin," 3 at 10 Purlin, 2 at 8 Purlin Knock—In Bridging KBA1_ Length = (4_7' _+42) + 7/8". Detail C and D (KBA1.-..) Knock—In Bridging KBA1_ Length = Eave Purlin space minus 1". Detail B. C and D (KBA1_) Eave Strut Tie KBA1_ Length = Calculate the length from the corner of the top flange to the corner of the Bottom Flange. 4 � CD J Y Low Side Eave Strut metalll*c bu1*1d1*n!) company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 High Side Eave Strut Nov 06, 2013 OWNER: NICK FIDLER y v KLF0 K y�\ ul C 64613 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP 613012015 sr crv+�_ 1 A 14-13-29854 DET6 0 !'_3 -104�OFCA1.1rC��� Field attach with A Girt (2) 1/2" x 1" A307 Bolts. ]—Girt Header 1-1 C Mark 8 Field attach with o = 12 177GjTl2 (2) 1/2" x 1" A307 bolts. Sill Field attach jamb base plate w/ (2) 1/2" Dia. E E (Notnsion By Bldg. Mfr.) _ -D —Finished Floor Opening Width Framed Opening Elevation M. Z 0 Steel Line Fastener #12A 12 x 1" Pancake SD, at12"O.C. Section "A" Girt Mark 8 GH08 10 1 GH10 12 177GjTl2 GH12 Girt Depth Girt Mark 8" GH08 10 GH10 12 GH12 08/2.1/09 Framed Opening w�/ Girt Header 08/21/09 Header Girt Attachment Created On: 08/21/09 Created On: 08/21/09 NOTE: These drawings are intended to depict general installation DRAWING NO. NOTE: These drawings are intended to depict DRAWNNG NO. 9 p' general installation of item(s) described above. Some item(s) may have been omitted of item(s) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or SD73 for clarity of presentation. Consult your erection manual or SD239 additional SD—Sheets for further guidelines and/or clarifications. additional SD—Sheets for further guidelines and/or clarifications. A� ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD etalll*ic bui*.1di*n!)company 1 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 PROJECT: ANIMAL SHELTER CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER LOCATION: BAKERSFIELD, CA 93307 / x CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 11/ 1/13 N.T.S. 1 A 14—B-29854 DET7 0�. / .3 W Nov 06, 2013 nnL,FS `�ti ti C64 3 * EXP. 6130/2015 I 0rupL*fl4�`� PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch Panel at Head Trim Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+1" Lap when req'd) 3" Opening Width 1 3" Head Trim F481 See PW07030 .a (D L C 3 Fastener #14A i" x J" Pop Rivet at 20" O.C. at Cold Form v OR -' Fastener #207 12-24 x 1a" 41 Pancake DP5 at 20" O.C. at •+� Hot Rolled to o �" Bead of HW540 Tube Caulking from Header to Floor (see section) o Jamb Trim F482 Jamb Trim F482 S or Alternate F484 or Alternate F484 'c a 0 O See PW07029 See PW07023 & PW07027 Note: o For "Optional" Channel Closure Trim see PW07028 PBR Wall Panel - Three Sided Framed Opening Field Notch Panel at Head Trim Note: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. ening Width + 6" (+1" Lap when req'd) Head Trim F481 Front View End View 1" Lap with (2) Fasteners #14 J" x A" Pop Rivet and HW540 Caulking Opening Width 3" Opening Width 3„ Field notch Panel I IT 1 at Head Trim I o Pt �O 1" Lap with (2) ' Fasteners #14 all x " Pop Rivet Typ at Head Trim F481 4-1 Head & Jamb Trim when required. Field See PW07027 notch as required. for Jamb Trim c' ofield cut detail - c a O Jamb Trim F482 or Alternate F484 0 Finish Floor Line 0 0 r Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. Fastener #14A a" x i" Pop -� Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 1411 Pancake DP5 at 20" O.C. at Hot Rolled Note: All trim is to be installed BEFORE blanket insulation is applied to walls Caulk with HW540 at these edges after installation Field cut Panel Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Nntnh and RPM Tah.qat NPad Trim e: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07C on PW07022 & PW07C OR with Field Notch and Bend Tabs at Head Trim as shown on PWO7024 & PW07025. Field Cut Opening Width + 6" (+1" Lap when req'd) and Remove Opening Width + 3" 1 ' Ooenina Width ISSUE DATE I DESCRIPTION 0 11/ 1/13 1 FOR ERECTOR INSTALLATION f - 0 0 0 Head Trim F481 See PW07030 'o Fastener #14A J" x J" Pop Rivet at 20" O.C. at Cold Form OR 3 Fastener #207 12-24 x 1411 Pancake DP5 at 20" O.C. at CL Hot Rolled t ± _ Bead of HW540 Tube Caulking--" from Header to Floor (see section) LO o .c + 41 o Jamb Trim F482 Jamb Trim F482 J_ - or Alternate F484 or Alternate F484 C 'c m Q- 0 0 O o See PW07029 PBR Wall Panel - Three Sided Framed Opening Field Notch and Bend Tabs at Head Trim e: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07C OR with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. See PW07025 *Field Cut Remainder and & PW07027 Remove 0 Opening Width + 6" (+1" Lap when req'd) *Opening Width + 3" Field Notch and Bend 1'n *Opening Width 1" 14" Tab behind Jamb Head Trim F481 Field Notch and Bend 1j" Tab Trim. Attach with #14 J" x J" Pop Rivet Fastener #14 A" x and HW540 Caulking Pop Rivet. See 1 Opening Width 0 PW07025 for details. *Note: Field measure Opening Width and cut Head Trim to required length. 1 Bend 1� Tab „ down 90 degrees Field Cut o and Remove 1" Lap with (2) Field Notch and Bend Front View 14" Tab behind Jamb 1" Lap with (2) Fasteners End View See End Cut Detail Field Notch and Bend 1j" Tab Trim. Attach with #14 J" x J" Pop Rivet Fastener #14 A" x and HW540 Caulking Pop Rivet. See 1 Opening Width 0 PW07025 for details. Do not cut or Note: All trim is to be 0 remove back leg installed BEFORE blanket aQR ESSIo � NKQto 0 0 insulation is applied to walls 1 Bend 1� Tab „ down 90 degrees Field Cut o and Remove 1" Lap with (2) Note: For "Optional" Channel Closure Trim Finish Floor Line see PW07028 0 0 Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. End Cut Detail Fasteners #14 J" x J" Pop Rivet Typ at Field Notch and Bend 1j" Tab Head & Jamb Trim when required. Field notch as required. FastenerP # 14 x i� " Po Rivet 0 Note: For "Optional" Channel Closure Trim Finish Floor Line see PW07028 0 0 Opening Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. End Cut Detail HOUSTON, TEXAS, P.O. (Viewed from top of Head Trim) Opening Width 1» ZIP 77041 Field Notch and Bend 1j" Tab ZIP 77240 behind Jamb Trim. Attach with FastenerP # 14 x i� " Po Rivet aQR ESSIo � NKQto 0 0 OWNER: NICK FIDLER r# a C 64613 0 PHASE Head Trim F481 JOB NUMBER SHEET NUMBER ISSUE 1 A 14—B-29854 DET8 See PW07027 for Jamb (P C10- �P /P, - /199 9�OFCA`-'�°�a Trim field cut detail = Jamb Trim F482 or Alternate F484 Fastener #14A i" x i" Pop c a� Q Rivet at 20" O.C. at Cold Form 0 OR Fastener #207 12-24 x 141, Pancake DP5 at 20" O.C. at Hot Rolled etallic bui*1di*n9 company \\- Field cut Panel 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 aQR ESSIo � NKQto OWNER: NICK FIDLER a C 64613 * ' . EXP6J3012015 PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 1 A 14—B-29854 DET8 0 (P C10- �P /P, - /199 9�OFCA`-'�°�a PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details Optional Channel Closure Trim Jamb Trim Installation Head Trim Installation 49„ 4J» Opening Width + 7" (+1" Lap when req'd) A Alternate Jamb Trim F484 Jamb Trim F482 Top View Top View 4J" v " 3J"» Field Cut and Remove -C 3 a J r7 M ( M + � A_ tioo + Cut and remove aremainder of front fold -C C = a 3 (2) Fasteners #14 v J" x J" Pop Rivet Side View at Head Trim – at lap o + c 21 o (D — `n = 1" La when re wired ^ 6 Q r kv rn Q 3�1 Opening Width 3" PBR Wall Panel t iN r7 0 0 0 Member Screw 00 Fastener #14A J" x J" Pop Rivet (Cold Form shown Channel Closure Trim x – at 5"-7' 5" See i" Pop at 20" O.C. at Cold Form Hot Rolled similar ) O.C. P W07030 Cold Form #14A x Fastener #14A J" x J" Pop Rivet OR at 20" O.C. at Cold Form ° Fastener #207 12-24 x 1 i"12-24 OR at 5"-7"-5" OR Fastener #207 12-24 x 1 i" "Optional" O.C. a' Hot Rolled Pancake DP5 at 20" O.C. at 12-24 x 1i" Hot Rolled Channel Closure Trim Hot Rolled Pancake DP5 at 20" O.C. at p) See PWO7028 for details. Hot Rolled Double Sided Tape" Channel Closure Trim a o (Not by Bld'g Mfg) ° Channel Closure Trim ° Blanket Insulation" Bead of HW540 Tube Caulking See PW07029 (Header to Floor) Finish Floor Line Header 1" Lap typ at Head 0 0 Head Trim F48 1 » +c Field cut and notch 11 Field flatten Trim leg when required - as required. Finish Floor Line •2 1" Field bend tab down 90 degrees Jamb Trim F482 (shown) _ 2j" Field cut and remove Channel Closure Trim Piece Mark or Alternate Jamb Trim F484 F981 – 8" member C F2994 – 8J" member Channel Closure Trim „ o F2991 – 8 member 0 31" V F2992 – 8J" member F982 – 10" member Finish Floor Line F2993 – 10i" member 3J" Field cut and remove F169 – 12" member �r F2995 – 12j" member Note: All trim is to be Alternate Jamb Side View at Sill Trim Channel Closure Trim at Jambs Trim F484 Profile installed BEFORE blanket Jamb Trim F482 and insulation is applied to walls. Note: Panel position is shown with Note: Field measure Opening Height Alternate Jamb Trim F484 Panel Rib and Opening on V-0 module. Note: All trim is to be before making field cuts and adjust Front View Note: Field measure Opening Width Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket cut dimensions accordingly. Right Jamb Trim as shownand Height before making field cuts installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls Left Jamb Trim opposite hand End Cut Detail and adjust cut dimensions accordingly. insulation is applied to walls. measure before cutting Panel and Trim. ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD 001 metall*lc Vcompany 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 lmmftmdh ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER aQ� EssIo, CUSTOMER: SUPERIOR CONSTRUCTIONOWNER: NICK FIDLER t�KtFs�ti� LOCATION: BAKERSFIELD, CA 93307 C 64613 7 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP. 6/3012015 tpxq 11/ 1/13 N.T.S. 1 A 14—B-29854 DET9 0 /0,3 - /Of OFCALVF PBR Wall Panel Jamb Wall Member Screw Fastener #14A J" x J" Pop Rivet (Cold Form shown 12-14 x – at 5"-7' 5" Fastener i" Pop at 20" O.C. at Cold Form Hot Rolled similar ) O.C. at Cold Form #14A x OR OR Rivet at 20" O.C. at Cold Form Fastener #207 12-24 x 1 i"12-24 x – at 5"-7"-5" OR Pancake DP5 at 20" O.C. at "Optional" O.C. at Hot Rolled Fastener #207 12-24 x 1i" Hot Rolled Channel Closure Trim Pancake DP5 at 20" O.C. at See PWO7028 for details. Hot Rolled Double Sided Tape" (Not by Bld'g Mfg) Blanket Insulation" Bead of HW540 Tube Caulking (Header to Floor) "Optional" Header 1" Lap typ at Head Head Trim F48 Channel Closure Trim (Cold Form shown & Jamb when �� �i See PW0728 for details Hot Rolled similar) required. Field cut i �� i� �� '"� to length if req'd �� `— — —� J— — — —�_ _ + _,.., and notch. 41 a� PBR Wall Panel Field Cut Wall Panel = � c a Q Note: Terminate Blanket Insulation C 0 at capillary lip of Jamb Trim a 0 Opening Width 1 » +c Field cut and notch 11 Field flatten Trim leg when required - as required. Finish Floor Line •2 1" Field bend tab down 90 degrees Jamb Trim F482 (shown) _ 2j" Field cut and remove Channel Closure Trim Piece Mark or Alternate Jamb Trim F484 F981 – 8" member C F2994 – 8J" member Channel Closure Trim „ o F2991 – 8 member 0 31" V F2992 – 8J" member F982 – 10" member Finish Floor Line F2993 – 10i" member 3J" Field cut and remove F169 – 12" member �r F2995 – 12j" member Note: All trim is to be Alternate Jamb Side View at Sill Trim Channel Closure Trim at Jambs Trim F484 Profile installed BEFORE blanket Jamb Trim F482 and insulation is applied to walls. Note: Panel position is shown with Note: Field measure Opening Height Alternate Jamb Trim F484 Panel Rib and Opening on V-0 module. Note: All trim is to be before making field cuts and adjust Front View Note: Field measure Opening Width Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket cut dimensions accordingly. Right Jamb Trim as shownand Height before making field cuts installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls Left Jamb Trim opposite hand End Cut Detail and adjust cut dimensions accordingly. insulation is applied to walls. measure before cutting Panel and Trim. ISSUE DATE DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD 001 metall*lc Vcompany 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 lmmftmdh ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER aQ� EssIo, CUSTOMER: SUPERIOR CONSTRUCTIONOWNER: NICK FIDLER t�KtFs�ti� LOCATION: BAKERSFIELD, CA 93307 C 64613 7 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP. 6/3012015 tpxq 11/ 1/13 N.T.S. 1 A 14—B-29854 DET9 0 /0,3 - /Of OFCALVF k y H PBR Wall Panel - Four Sided Framed Opening Ko - Trim Installation with Field Notch Panel at Head Trim Le: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW060' OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. a� C a> 3: CL }J a _J a � CS f= U') a + 0 41rn C W 0- 0 0 N Opening Width + 6" (+1" Lap when req'd) 3" Opening Width 3ll Trim �- Head Trim F481 can be done by ° ° ° See OR with Liu See PW06023 & PW06027 No e: For "Optional" Channel Closure Trim ° see PW06028 i L 1" Lap with (2) Fasteners #14 J" x A" Pop YP Rivet T at Head, Sill & Jamb Trim when required. Field notch as req'd. ° (2) Fastener #14 a" x A" Pop Rivet / r at Tabs See PW06026 & PW06027 P 1 (2) Fastener #14 Opening Width 1"" x A" Pop Rivet Field Cut at Corners and Remove Opening Width + 3" w Opening Width + 6" (+1" Lap when req'd) Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. PBR Wall Panel - Four Sided Framed Opening Field Notch Panel at Head Trim e: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Opening Width + tF (+1'" Lap when req'd) Head Trim F481 Front View Opening Width , 3" o I � Head Trim F481 See PW06027 for Jamb Trim field cut detail , Jamb Trim F482 or Alternate F484 Rivet and HW540 Caulking Opening Width 3» Field notch Panel at Head Trim Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening LI . . . . . . . . . . a, Caulk with HW540 at these edges after installation Fastener #14A A" x J" Pop -i `- Field cut Panel Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 1111 Pancake DP5 at 20" O.C. at Hot Rolled Note: All trim is to be installed BEFORE blanket insulation is applied to walls --}�--- 1" Lap with (2) Fasteners End View #14J"xA"Pop Width and location. Field measure before cutting Panel and Trim. PBR Wall Panel -Four Sided Framed Opening Trim Installation with Field Notch and Bend Tabs at Head Trim Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Field Cut Opening Width + 6" (+1" Lap when req'd) and Remove Opening Width + 3" Opening Width See PW06025 r & PW06027 rFastener °o °Head Trim F481 See PW06030 #14A J" x J" Pop Rivet at 20" O.C. at Cold Form c OR Fastener #207 12-24 x 1411 3 Pancake DP5 at 20" O.C. at Q- 41 Hot Rolled J � = 'aa j- 0)J" Bead of HW540 Tube Caulking � C ° from Header to Sill (see section U-) .E W a + o Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 z � vc 'c See W ° PW06029 0 Wall Stitch Screw See "-14 x J" at 12" PW0 6030 ' O.C. at Panel Rib Sill Trim F848 N ° o O O 0 0 Field Notch and Bend 14" Tab behind Jamb Trim. Attach with Fastener #14 J" x Pop Rivet. See PW06025 for details. 0 Note: For "Optional" Channel Closure Trim see PW06028 0 1" La with P (2) Fasteners #14 All x A" Pop Rivet Typ at Head, Sill &Jamb Trim when required. Field notch as req'd. ° (2) Fastener #14 A" x A " Pop Rivet at Tabs See PW06026 � & PW06027 (2) Fastener #14 L1Opening Width x A" Pop Rivet Field Cut at Corners and Remove Opening Width + 3 Opening Width + 6" (+1" Lap when req'd) Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. ISSUE DATE DESCRIPTION 0 11/ 1/13 [--FOR ERECTOR INSTALLATION PBR Wall :Panel -Four Sided Framed Opening Field Notch and Bend Tabs at Head Trim Le: Opening Width + 6" (+1" Lao when rPn'ei) Trim �- Head Trim F481 can be done by Field Notch Panel as shown See OR with Field Notch and PW06030 at Head Trim as shown on PW06024 & PW06025. Fastener #14A A" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 14" Pancake DP5 at 20" O.C. at Hot Rolled " Bead of HW540 Tube Caulking ° from Header to Sill (see section) Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 U o See PW06029 Wall Stitch Screw See J"-14 x J" at 12" PW06030 O.C. at Panel Rib Sill Trim F848 0 o O p Liu See PW06023 & PW06027 No e: For "Optional" Channel Closure Trim ° see PW06028 i L 1" Lap with (2) Fasteners #14 J" x A" Pop YP Rivet T at Head, Sill & Jamb Trim when required. Field notch as req'd. ° (2) Fastener #14 a" x A" Pop Rivet / r at Tabs See PW06026 & PW06027 P 1 (2) Fastener #14 Opening Width 1"" x A" Pop Rivet Field Cut at Corners and Remove Opening Width + 3" w Opening Width + 6" (+1" Lap when req'd) Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. PBR Wall Panel - Four Sided Framed Opening Field Notch Panel at Head Trim e: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Opening Width + tF (+1'" Lap when req'd) Head Trim F481 Front View Opening Width , 3" o I � Head Trim F481 See PW06027 for Jamb Trim field cut detail , Jamb Trim F482 or Alternate F484 Rivet and HW540 Caulking Opening Width 3» Field notch Panel at Head Trim Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening LI . . . . . . . . . . a, Caulk with HW540 at these edges after installation Fastener #14A A" x J" Pop -i `- Field cut Panel Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 1111 Pancake DP5 at 20" O.C. at Hot Rolled Note: All trim is to be installed BEFORE blanket insulation is applied to walls --}�--- 1" Lap with (2) Fasteners End View #14J"xA"Pop Width and location. Field measure before cutting Panel and Trim. PBR Wall Panel -Four Sided Framed Opening Trim Installation with Field Notch and Bend Tabs at Head Trim Note: Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW06023 OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. Field Cut Opening Width + 6" (+1" Lap when req'd) and Remove Opening Width + 3" Opening Width See PW06025 r & PW06027 rFastener °o °Head Trim F481 See PW06030 #14A J" x J" Pop Rivet at 20" O.C. at Cold Form c OR Fastener #207 12-24 x 1411 3 Pancake DP5 at 20" O.C. at Q- 41 Hot Rolled J � = 'aa j- 0)J" Bead of HW540 Tube Caulking � C ° from Header to Sill (see section U-) .E W a + o Jamb Trim F482 Jamb Trim F482 or Alternate F484 or Alternate F484 z � vc 'c See W ° PW06029 0 Wall Stitch Screw See "-14 x J" at 12" PW0 6030 ' O.C. at Panel Rib Sill Trim F848 N ° o O O 0 0 Field Notch and Bend 14" Tab behind Jamb Trim. Attach with Fastener #14 J" x Pop Rivet. See PW06025 for details. 0 Note: For "Optional" Channel Closure Trim see PW06028 0 1" La with P (2) Fasteners #14 All x A" Pop Rivet Typ at Head, Sill &Jamb Trim when required. Field notch as req'd. ° (2) Fastener #14 A" x A " Pop Rivet at Tabs See PW06026 � & PW06027 (2) Fastener #14 L1Opening Width x A" Pop Rivet Field Cut at Corners and Remove Opening Width + 3 Opening Width + 6" (+1" Lap when req'd) Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. ISSUE DATE DESCRIPTION 0 11/ 1/13 [--FOR ERECTOR INSTALLATION PBR Wall :Panel -Four Sided Framed Opening Field Notch and Bend Tabs at Head Trim Le: Opening Width + 6" (+1" Lao when rPn'ei) Trim Installation can be done by Field Notch Panel as shown on PW06022 & PW060� OR with Field Notch and Bend Tabs at Head Trim as shown on PW06024 & PW06025. *Field Cut --< Remainder and Remove *Opening Width + 3" 1 *Opening Width 1" Head Trim F481 I *Note: Field measure Opening Width and cut Head Trim to �-- required length. Front View I -- I --i-�-- 1" Lap with (2) Fasteners End View See End Cut Detail #14 A" x N" Pop Rivet and HW540 Caulking 1„ Opening Width Do not cut or Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls 1 Bend 1 Tab „ down 90 degrees Field Cut and Remove End Cut Detail (Viewed from top of Head Trim) Opening Width 14 Field Notch and Bend 14" Tab behind Jamb Trim. Attach with Fastener #14 x A " Pop Rivet O n Head Trim F481 --/ See PW06027 for Jamb -� Trim field cut detail Jamb Trim F482 or Alternate F484 Fastener #14A A" x J" Pop --� Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 141, 0 Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. rn c .B a� a 0 metallic building company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 - Field cut Panel Nov 06, 2013 OWNER: NICK FIDLER y °Y� NKSFs F\ �c Ix C6 1 ' PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * Exp 6r30r2015 '��\P 1 A 14—B-2984 DET10 0 //7 _2 OF CAUFli \ Pancake DP5 at 20" O.C. at Hot Rolled 0 Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. rn c .B a� a 0 metallic building company 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 - Field cut Panel Nov 06, 2013 OWNER: NICK FIDLER y °Y� NKSFs F\ �c Ix C6 1 ' PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * Exp 6r30r2015 '��\P 1 A 14—B-2984 DET10 0 //7 _2 OF CAUFli \ PBR Aluminum Window Installation With PBR Wall Panel - Four Sided Framed Opening PBR Wall Panel - Four Sided Framed Opening PBR Wall Panel - Four Sided Framed Opening p 9 p 9 Girt Header Framed Opening - Section Through Header Sill Trim Installation Jamb Trim FieldCut Details "Optional" tional,► Channel Closure Trim *Note: Field measure Opening Width + 6" (+1" Lap when req'd) 44" Opening Width and cut Sill Trim to required length. *Field Cut Remaind and Remo Jamb Trim F482 or Alternate F484 x ' Fastener #12A = i o i 75% n % 12-14 x 1" P.H. DP3 Field cut 2" tab and C_ i i/ S/ » bend up 90 degrees ve *Opening Width + 3" 8 GH08 1" *Opening Width 1" er 12 GH1 2 0 0 0 0 Sill Trim F848 0 Channel Closure Trim Top View See \� 1" Lap with H W540 PW06030 I Caulking \� at 20" O.C. at Cold Form 0 4 Opening Width + 7" (+1" Lap when req'd) Alternate Jamb Trim F484 Jamb Trim F482 Top View Top View 4J" Inslde panel Closure 0 cl-% 12 U. U. under Sill Trim" 3"" with tube sealant ( Field cut and remove Field Cut and Remove 'i i� �i i both Sides I i Sill Trim Da e of Sill Trimnot cut or . See F848 �i Corner Detail. F v Zee Girt Note: Jamb & Head Trim are 2to be installed BEFORE blanket Wal) Member Screw + #12-14 x _ SD insulation is applied to walls •=ao : bo " �� » Cut and remove r - o •� at 2 1 /2 , 7 , 2 1 /2 Note: Panel position is shown with Panel Rib remainder of front fold + d- starting 6" from Steel Line and Opening on 41 o I Fastener #12A Caulk with HW540 at this 1'-0 module. Location of Panel Rib may vary L_ >, edge after installation depending on the Opening Width and location. (2) Fasteners #14 = 12-14 x 1 P.H. DP3 p g P g 3 � Field measure before cutting Panel and Trim. a �� �� � » Corner Detail o x Pop Rivet c 12 O.C. Side View at Head Trim at lap Field cut Panel a + t O Girt Hea der See Char Jamb -Trim F482 `I t or Alternate 4$4 to F ° 1 O N Lap when required. uired. „ + rn Field d cu t 2 t and c Field cut and notch ab 1 - W' c Inflow tior� �.r an ,�,.,.,.ee� � t.. -...J � as required. -+- � Q — O '0 �r 1 1/2 / 0 0 -0r,�- C » Girt Header Girt Mark 8 GH08 10 GH10 12 GH1 2 o a' 3" Opening Width 31" 0 0 0 0 0 0 Channel Closure Trim See PW06030 Fastener #14A J" x J" Pop Rivet at 20" O.C. at Cold Form 0 OR Fastener #207 12-24 x 1i" Pancake DP5 at 20" O.C. at = Hot Rolled rn Channel Closure Trim a o 0 See ;% Channel Closure Trim 0 PW06029 See PW06030 ChannelI C osure Trim 0 0 0 0 0 1" Lap typ at Head, Sill & Jamb when required. Field cut to length if req'd and notch. 7 � Q under ill i ✓ — S' Trim s 0 rn- Channel ClosureTrim Piece Mark 2 Fastener 14 () _ # Fi F9 eld cu 81 t 2 8 » » = member r C> - Channel to >, el C sure Trim x Tmat Po Jambs Riv et tab and be _ P rn bend F29 94 8 member n� mbe at Tab u Q _ p 90 degrees es 9 _ F299 1 '� 841, member 0 m to ' 2 » fit under 3 Field » d cut and e a r move _ F 299 2 8 member r Sill Tr' Sill Field cut 2 tab and e Trim F Trim 848 0 F982 10" mem be r bend up 9 90 degrees ° r s 0 o 0 to fit u F under Sill Tri 2993 Trim 10 21 m / 2 e tuber 0 0 N >, SIN 2 F' field cut a nd rem v oe F169 12 member N N F299 5 - 12Field bend 1tabuP 90de tees member ( 2) Fastener # tene 4 1 beHeaN ote: A II trim is to dDetall x �PoPRivet Side View Sill Trim Channel Closure Trim at Cornets installed BEFORE blanket 1 at Sill a s shown n insulation atio n is applied P lied t o walls. s.b Trim F482 and at Header similarOpening Width Am3, Nate: Field measure Opening Height ernate Jab Tri Opening Width + 3" Opening Width before making field cuts and adjust Front View Note: Field measure Opening Width cut dimensions accordingly so that Right Jamb Trim as shown and Height before making field cuts Jamb Trim fits to Head and Sill Trim. Left Jamb Trim opposite hand End Cut Detail and adjust cut dimensions accordingly. ISSUE DATE DESCRIPTION BY CK'D DSN • • 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD metallic. any ME M 7301. FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER a4� ESslp� CUSTOMER: SUPERIOR CONSTRUCTION 7OWNER: NICK FIDLER NK(trs Fy LOCATION: BAKERSFIELD, CA 93307 UJ C 64613 9 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP. 613012015 11/ 1/13 N.T.S. 1 A 14-B-29854 DET11 0 _ OF CAU PBR Wall Panel - Four Sided Framed Opening Jamb Trim Installation Fastener #14A J" x J" Pop Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 14" Pancake DP5 at 20" O.C. at Hot Rolled Double Sided Tape (Not by Bld'g Mfg) Blanket Insulation —\ PBR Wall Panel Note: Terminate Blanket Insulation at capillary lip of Jamb Trim Field flatten Trim leg when required Jamb Trim F482 (shown) or Alternate Jamb Trim F484 Alternate Jamb Trim F484 Profile Note: All trim is to be installed BEFORE blanket insulation is applied to walls. ill Jamb (Cold Form shown Hot Rolled similar) "Optional" Channel Closure Trim See PWO6028 for details. ' Bead of HW540 Tube Caulking (Header to Sill) Field Cut Wall Panel Opening Width Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on the Opening Width and location. Field measure before cutting Panel and Trim. PBR Wall Panel - Four Sided Framed Opening Head and Sill Trim Installation PBR Wall Panel Wall Member Screw 12-14 x — at 5"-7"-5" O.C. at Cold Form 0 OR 12-24 x — at 5"-7"-5" O.C. at Hot Rolled S C .Q C C C a C c Wall Stitch Screw J"-14 x i" —11 at 12" O.C. at Panel Rib /--Fastener #14A i" x i" Pop--\ Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 1411 Pancake DP5 at 20" O.C. at Hot Rolled "Optional" L Header Channel Closure Trim (Cold Form shown See PW06028 for details Hot Rolled similar) "Optional" Channel Closure Trim 48 See PW06028 for details Sill (Cold Form shown Hot Rolled similar) Wall Member Screw --/ 12-14 x — at 5"-7"-5" Fastener #14A i" x Pop---,' O.C. at Cold Form Rivet at 20" O.C. at Cold Form OR OR 12-24 x — at 5"-7"-5" Fastener #207 12-24 x 1411 O.C. at Hot Rolled Pancake DP5 at 20" O.C. at Hot Rolled � - Note: All trim is to be installed BEFORE blanket insulation is applied to walls ISSUE DATE I DESCRIPTION BY CK'D DSN 0 11/ 1/13 FOR ERECTOR INSTALLATION CC SG CAD 2 � �l!(iiiIII�III�iEIIljjlliE3Nli(����ill�?!I!Ilil(u�l��l�{ i(il��j �Illi�,���1 hlHllill� ��iflliill,�hlhllh!!{ I���� EI�II � �Iriiiliillllillll(i�i��l1lillliiii�l �!fllllll�iiii!!lilhl�illllillilillllll�llil�hiliiiiilllill!fl�lill���i7illi�li ��� Cta111*c bui'91di*n9 co 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Nov 06, 2013 PROJECT: ANIMAL SHELTER r. - ea Essio CUSTOMER: SUPERIOR CONSTRUCTION OWNER: NICK FIDLER �° NKL , q, �s� , LOCATION: BAKERSFIELD, CA 93307 z � C 64613 '' CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE * EXP 6/30/2015 s'lCIV11- �P 11/ 1/13 N.T.S. 1 A 14-B-29854 DET12 0 ��.3 _ a� 9oFca�.,F�� 4 N _ / ---- NOTES: I --i rage Joint Typ Both Sides THK. � WELD SIZE 16 Ga 1/16 : 0.0625 inch 14 Ga 5/64": 0.0781 inch 12 Ga 7/64": 0.1094 inch i 10 Ga 9/64": 0.1406 inch � L/2 TYPICAL COLD -FORMED CONNECTIONS [��2-24 2-24 L/2 s --U/-2 3/8"w Th k Belo3/8 The Material O Has No Joint 7 a < 3/8" Thk < 3/8)f Thk}-� or or Z 3/8" Thk � 3/8" Thk BGTSM BGTSM 0 QV L2 Typ } 0 < 3/8" Thk}-(D�' or Z 3/8" Thk BGTSM b� Typ a � 3 8" Thick B�TSM or < 3/8" Thick < 3/8" Thk or 3/8" Thk>_7c)��J �5-----<< 3/8" Thick or z 3 8" Thick B�TSM Typ 'Z --<< 3/8" Thick --< z BOSM hick Straight Column Type 1 n ab \<3/8" Th k or 0 6 >- 3/8" Thk BGTSM Interior Wide Flange Base Plate oV Typ >--� Webs t >7_7� Typ >- 0 0 < 3/8" Thick Fev or T Ci —� > B�8SM hick (2) L2 L/2 07 --� Typ Typ Typ Typ 3 < 8" Thick O O / or 0 6 z 3 8" Thick BOSM Straight Column Type 2 ISSUE DATE I DESCRIPTION 0 11/ 1/13 FOR ERECTOR INSTALLATION > 3/8" Thk C12 or < 3/8" Thk Same As Bottom Flange s� CD a Same Aso Conn Plate T 03 °=Thk Typ At a b �...,..�_..��. .� or Webs i—** /1 "a Thk 8"`Thk` 5 w bhr ori",..® z 3/8" :Thk BGTSM 0- �--< < 3/8 Thk or 0 6 ...z 3/8" .Thk BGTSM L 2 Weld In -t„ 3-6 L 2 Oven --24 -Deep Webs Typ O »A» O L� �V L/_2 Built -Up O�iumns>___ � Only o. Typ }-�—� Backfin Ring— Same aterial As Pipe Interior Column Conn Plates ame As ottom Flange b vn <3/8" Th k or 3/8" Thk BGTSM 2" 1/2" Tvp Flg Brace Cllp L2 2 Notch > Typ,, Typical Stiffen er--,D.'etail SECTION A—A ** Note: Sizes Of Fillet Weld For Web—To—Flange Weld Web Flange Thickness Thickness 3/16" 1/4 " To 1/2 Over 1/2" 10 Ga & 3/16" 3/16" See Note 2 1/41) 3/16" See Note 5/16" See 1 Note 1 /4=) 2 3/8" 5/16" Over 3/8" See Note 3 1.) 3/16" Flanges Are Not To Be Used For Web Thickness Of 1/4 " Or Over Unless Specified By Engineering. 2.) Weld Size Equals To Thickness Of Web Or See Note 5. 3.) For Web Thickness Over 3/8" All Fillet Sizes Are To Be Specified By Engineering. 4.) Weld Both Sides Of Web To Flange 3" Beyond Both Ends Of Bracket. 5.) Flange To Flange Or Flange To Connection Plate Weld Sizes Are Determined By The Following Criteria: t f < 3/8" 3/16" Fillet 3/8" < t f < 3/4" N With 1/4" Fillet t f > 3/8" N With 5/16" Fillet Weld Need Not Exceed Thickness Of Thinner Part Joined. 6.) Weld Size Is To Be 1/16 )) Less Than Thicker Plate, But Not To Exceed Thickness Of Thinner Plate. 7.) Opposite Side Weld Length To Be a Dimemension Plus 3 Inches, and b Dimension Plus 3 Inches. Note!!! BGTSM = Back Gouge To Solid Metal (Typ.) Notice This Drawing And The Information Contained And Or Depicted hereon, either expressly or implied, is CONFIDENTIAL AND PROPRIETARY and may not be reused, reprinted, distributed or otherwise disclosed Y � 7 { PROJET " ANIMAL#, SHELTER Y CUSTOMER: SUPERIOR CONSTRUCTI01 LOCATION: BAKERSFIELD, CA 93307 CAD DATE SCALE PHASE 11/ 1/13 N.T.S. 1 w 7301 FAIRVIEW, HOUSTON, TEXAS, P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 OWNER: NICK FIDLER BUILDING JD JOB NUMBER A 14—B-29854 SHEET NUMBER ISSUE DET13 0 Nov 06, 2013 � nRLFs �Fyc . I C 646 13 * ' EXP 6130/2015 2 • 9 OF CAUF�t�